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CivilPlans_PW24-011_PW24-012Counter Complete FEB 13 2024 GRAPHIC SCALE 0 200 400 1 INCH = 200 FEET (22"x34") 1 INCH = 400 FEET (11"x17) APPLICANT GREG KRABBE McCORMICK COMMUNITIES LLC 805 KIRKLAND AVE, SUITE 200 KIRKLAND, WA 98033 ENGINEER/SURVEYOR JEREMY HAUG/ STEVE WOODS CONTOUR ENGINEERING LLC P.O. BOX 949 GIG HARBOR, WA 98335 (253) 857-5454 GEOTECHNICAL ENGINEER SITE DATA TOTAL NORTH PHASE III AREA: 115.74 ACRES PARCEL NUMBER(S): 052301-4-013-2000, 052301-4-029-2002, AND 052301-3-011-2005 AREA OF MODIFICATION PARCELS: 51.04 ACRES ZONING: R3 - RESIDENTIAL 3 CMU - COMMERCIAL MIXED USE TOTAL NUMBER OF LOTS: 159 M C C O R M I C K WEST, DIVISION 15 City of Port Orchard Community Development A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON BUILDING SETBACKS: FRONT = 10 FEET - --- -- SIDE = 5 FEET - - - - REAR = 10 FEET RILEY GROUP 17522 BOTHELL WAY NE, \ BOTHELL, WA 98011 (425) 415-0551 WETLAND BIOLOGIST �- WETLAND SOUNDVIEW CONSULTANTS 2907 HARBORVIEW DR., SUITE D GIG HARBOR, WA 98335 (253) 514-8952 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. F" Pt) I4--I I44143 11 11 42 ROAD BK 41 57 _ 40 Ft(F72 73� �88 89� 58 39 59 < 71 74 I I 87 90 I 38 60 0 70 75 m 86 91 1 37 61 0 1 69 76 1 0 1 85 92 1 1 36 62 b8 77 1 1 84 93 1 63 35 64 67 78 83 94 1 34 I 66 79 i 1 82 95 77 1 co33 65 — 80 J �81 96� Q1 32 0 ROAD BP — 1 31 110 10 108 10 106 105 04 103 102 101 100 99 98 97 30 MCCORMICK DIVISION 15 �9 ' I � I 28 11 115 116 117 118 119 120 121 122 12 111 112 113 — 27 ROAD BJ — - 26 IC�7� 9 I 25 DRAWING INDEX # SHEET DESCRIPTION 1 C1 COVER SHEET 2 C2 EXISTING CONDITIONS 3 C3 EXISTING CONDITIONS 4 C4 HORIZONTAL CONTROL PLAN 5 C5 HORIZONTAL CONTROL PLAN 6 C6 HORIZONTAL CONTROL PLAN 7 C7 TESC 8 C8 TESC 10 C10 TESC 11 C11 TESC 12 C12 OVERALL UTILITY 13 C13 OVERALL UTILITY 2 14 C14 OVERALL GRADING 15 C15 OVERALL GRADING 2 16 C16 INTERSECTION AND ADA GRADING PLAN 17 C17 INTERSECTION AND ADA GRADING PLAN 18 C18 INTERSECTION AND ADA GRADING PLAN 19 C19 INTERSECTION AND ADA GRADING PLAN 20 C20 INTERSECTION AND ADA GRADING PLAN 21 C21 INTERSECTION AND ADA GRADING PLAN 22 C22 INTERSECTION AND ADA GRADING PLAN 23 C23 INTERSECTION AND ADA GRADING PLAN 24 C24 INTERSECTION AND ADA GRADING PLAN 25 C25 INTERSECTION AND ADA GRADING PLAN 26 C26 INTERSECTION AND ADA GRADING PLAN 27 C27 INTERSECTION AND ADA GRADING PLAN 28 C28 INTERSECTION AND ADA GRADING PLAN 29 C29 INTERSECTION AND ADA GRADING PLAN 30 C30 INTERSECTION AND ADA GRADING PLAN 31 C31 INTERSECTION AND ADA GRADING PLAN 32 C32 NOTES AND DETAILS 33 C33 NOTES AND DETAILS 34 C34 WALL GRADING PLAN 35 C35 WALL GRADING PLAN 36 C36 WALL GRADING PLAN 37 C37 WALL GRADING PLAN 38 C38 WALL GRADING PLAN 39 C39 ROAD SECTIONS OLD CLIPTON RD -----------I 1 7 10 1_�Q\ \ 23 24 6 11 12 \ 13 4 � \\ 14 \ 17 \ 3 15 \ \ 2 16 _\ 1 vRGN R001- GN 2002 /3pb" � oa P 22 21 EXISTING / DETENTION 20 / POND 19 / 18 I ROgD C CLASS 2 WETLAND \ l 1 WETLAND ---. C.'.'.'.'. -. -. -. -. 0 ROAD C C 40 C40 ROAD AND STORM PLAN AND PROFILE - ROAD C 41 C41 ROAD AND STORM PLAN AND PROFILE - ROAD C 42 C42 ROAD AND STORM PLAN AND PROFILE - ROAD C 43 C43 ROAD AND STORM PLAN AND PROFILE - ROAD BK 44 C44 ROAD AND STORM PLAN AND PROFILE - ROAD BK 45 C45 ROAD AND STORM PLAN AND PROFILE - ROAD BK 46 C46 ROAD AND STORM PLAN AND PROFILE - ROAD BK 47 C47 ROAD AND STORM PLAN AND PROFILE - ROAD BH 48 C48 ROAD AND STORM PLAN AND PROFILE - ROAD BH 49 C49 ROAD AND STORM PLAN AND PROFILE - ROAD BJ 50 C50 ROAD AND STORM PLAN AND PROFILE - ROAD BJ 51 C51 ROAD AND STORM PLAN AND PROFILE - ROAD BP 52 C52 ROAD AND STORM PLAN AND PROFILE - ROAD BP 53 C53 ROAD AND STORM PLAN AND PROFILE - ROAD BP 54 C54 ROAD AND STORM PLAN AND PROFILE - ROAD BM 55 C55 ROAD AND STORM PLAN AND PROFILE - ROAD BIN 56 C56 ROAD AND STORM PLAN AND PROFILE - ALLEY 57 C57 ROAD AND STORM PLAN AND PROFILE - ALLEY 58 C58 ROAD AND STORM PLAN AND PROFILE - ROAD BR 59 C59 ROAD AND STORM PLAN AND PROFILE - BIORETENTION 60 C60 ROAD AND STORM PLAN AND PROFILE - BIORETENTION - 2 61 C61 NOTES AND DETAILS 62 C62 NOTES AND DETAILS 63 C63 NOTES AND DETAILS 64 C64 DETENTION POND PROFILES 65 C65 ROOF DRAIN PLAN 66 C66 ROOF DRAIN PLAN 67 C67 ROOF DRAIN PLAN 68 C68 SANITARY SEWER PLAN AND PROFILE - ROAD C 69 C69 SANITARY SEWER PLAN AND PROFILE - ROAD BK 70 C70 SANITARY SEWER PLAN AND PROFILE - ROAD BK 71 C71 SANITARY SEWER PLAN AND PROFILE - ROAD BK 72 C72 SANITARY SEWER PLAN AND PROFILE - ROAD BK 73 C73 SANITARY SEWER PLAN - ROAD BH 74 C74 SANITARY SEWER PLAN - ROAD BJ 75 C75 SANITARY SEWER PLAN AND PROFILE - ROAD BJ 76 C76 SANITARY SEWER PLAN AND PROFILE - ROAD BP 77 C77 SANITARY SEWER PLAN AND PROFILE - ROAD BP 78 C78 SANITARY SEWER PLAN AND PROFILE - ROAD BM 79 C79 SANITARY SEWER PLAN AND PROFILE - ROAD BIN 80 C80 SANITARY SEWER PLAN AND PROFILE - ROAD BR 81 C81 NOTES AND DETAILS 82 C82 NOTES AND DETAILS 83 C83 WATER PLAN AND PROFILE - ROAD BK 84 C84 WATER PLAN AND PROFILE - ROAD BK 85 C85 WATER PLAN AND PROFILE - ROAD BK 86 C86 WATER PLAN AND PROFILE - ROAD BK 87 C87 WATER PLAN AND PROFILE - TRACT 88 C88 WATER PLAN - ROAD SH 89 C89 WATER PLAN - ROAD BJ 90 C90 WATER PLAN AND PROFILE - ROAD BJ 91 C91 WATER PLAN AND PROFILE - ROAD BP 92 C92 WATER PLAN AND PROFILE - ROAD BP 93 C93 WATER PLAN AND PROFILE - ROAD BM 94 C94 WATER PLAN AND PROFILE - ROAD BIN 95 C95 WATER PLAN AND PROFILE - ROAD BR 96 C96 NOTES AND DETAILS 97 C97 NOTES AND DETAILS 98 C98 SIGNAGE AND CHANNELIZATION - NORTH 99 C99 SIGNAGE AND CHAN N ELIZATION -SOUTH 100 C100 NOTES AND DETAILS o b �, 0l51 000 SITS ad 40 Sunnyslope ,,NaO nm Re s+'� McCormick Woods Golf Club ppasW �m RE LEGEND SURVEY PROPOSED �- 00�� - CONTOURS - - PROPERTY LINE/RIGHT-OF-WAY RIGHT-OF-WAY DEDICATION - - - RIGHT-OF-WAY CENTERLINE - - - - - - - - - EASEMENT -------- --------------- BUILDING SETBACK S ) STORM DRAIN LINE SD SANITARY SEWER LINE SS P D ROOF DRAIN LINE RD SSFV SANITARY SEWER FORCE MAIN LINE FM COMMON UTILITY TRENCH _UT— C P OVERHEAD POWER LINE OHP P UNDERGROUND POWER LINE P C GAS LINE G PJ WATER LINE W TYPE 2 CATCHBASIN TYPE 1/TYPE 1L CATCHBASIN STORM DRAIN CLEANOUT (SDCO) O P SANITARY SEWER MANHOLE • SANITARY SEWER CLEANOUT (SSCO) HYDRANT w WATER VALVE I g WATER METER FIRE STAND PIPE (FSP) o- FIRE DEPARTMENT CONNECTION (FDC) /`S PRESSURE RELEASE VALVE (PRV) F GAS MARKING POST GAS METER (GM) 4\ GAS VALVE (GV) MONUMENT POWER POLE (PP) GUY WIRE (GW) O WATER MARKING POST (WMP) xLIGHT STANDARD/YARD LIGHT (LS/YL) C]), POWER MANHOLE (PMH) P \v POWER VAULT T P TRANSFORMER PAD TELEPHONE JUNCTION BOX CABLE JUNCTION BOX (CJB) SIGNAL BOX (SB) S WHEEL STOP O SIGN \ BOLLARD ASPHALT CONCRETE a° GRAVEL CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LW r Q 0 z O IL E U Cn Uj 0 z 0 Cn LU U V) M LU o OR U JZLn� O rM >_ • ^ O M O V U� Q 2 z o rn Zg�o� - o Z C:) Z 2 C71 o (D FMW �n LUO cs a' °' z LU > Lr) O a-.+ N m � ZJfu LL a 2 n V) a O w^ate zZ� CDa M . L FU v N 2 -O Z �; a W c J 0 U ,—I d U Y F. �0rA�^ it 46 1S Digitally si• Jeremy Haug Date: 2024.02.12 NA 16:44:49-08'00' 9 February 2024 0 0 It m 0 Ln ti LO N _LO 6i z O Z O > 0 LUw W 3: �o o Y U _j N w LU Z Ui M m LU \ / o Q CY)< co 0 Yz Y Utz w W 0U 40 Ln �coY U � W H Q z w z W Z C/) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C1 1 OF 100 PW24-011 / PW24-012 GRAPHIC SCALE 0 60 120 1 INCH = 60 FEET (22"x34") 1 INCH =120 FEET (11"x1711) MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON *L5 -- ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, '516 ....................... ,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,, t -514 12--50 8—AwJI— tan �f510- %�(,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,7— aan �51 � \ AR19 m / �n98 1 :�: i�ii ✓ aR6f / ... — qq ✓ �. — �� — I s;;'s INGRE` ,/EGRE /UTILITY FN 9609240198 ,/,;;;;;` /7] 570 / I AlUt l LSps —506� �— — — — — — — — �— — -- — \ — — — — -0721 / aii o � � � \ AMR ARA dull mxa i 1 � a� `� ✓ I / / / "Rm i .61170 .61RR7 \ s�O\ 10 41 `O aiv° ARM aRn dOtd! / ADW6 9\ �\MYM Avis P aXN / MD 41.74 a1116 aS / 4 , arm 512 - -4h I — — — " I a6RX 1 I Awn 1 � / �v aw aKn -_ ry a{m mw .06RlI ANN 502 arX / _ 43 Mw aim azA "a \\ \ h — 516/^ Amp Alw I Ana \ ALE /) \ aRA / ae1J N / l".7" An. -ism aso I I / / I P Aax / \ � al.ri � ais / \ n / / / / eta _ � I / � e / air , I , , , \ , / J aswl too ` AnsT / I ! a1fiJ I , , \ \ h 1 I 0 a1� a� I I I \ aQv A111p arw -- I alp 4m9 I / .IRIXI A � � 532 982 SFt 1 auw q I / \ h \\ "wx / ARM .. .. .. a.. �� ain �arw / / — /�� w ARSX ena ,/ / aiw .M b ARLw A� .. aAa� / / / / / / / /� m A I AYLN —41 it 4412„ /02 .mrm ANiH / j - a� / / ain / A61.n / \ \ I / 11 o \S,F\ \ aRfl �.1RSW .tl1p 1 � �`Y7 Aaw aaaR dRIQ IAMR° /a \- 21 aR,r am 1�1 alit \ I cn / o / \ \ ` Anrl aim.010 1 " aim I aim IX551H 316( ER N T RIN EL_ 1B 7 a,R aim _ _ Q—�— \ / ARM -574 I / ,�;�-`, ,,WATER VALI+� / / i .IRSd6 20ARM � —arm- au a°R' \ aiw j l' I \' ` AMR \ JA \ Aa11r �I I a aRn\ a,m ARin / \ — I I \ \ "a aR,t arae aaw / — _ / I I o /I va I \ \ \ / / A°Rw ARSa _ Ann 1 i T RNQ11757 I \ \ \ \ \ \ \\ \\'1\\\ / / / / I \ \ p .Wif R8'WO(SJIE-5505.32 A>na Aaw _ � wKWk asX � / " J / m I 314 \ \\ 498 �SOp� A � r NR� + N) 20 v 1 \ V i 4AN 1 �\ AMR, ARIn WATER VALVE , V L — T a311 m aRn / auslER \ aam tfi eN>E55 aSN50 Alsp \ \\ o�aag4T ami / / / "°b \ / I I \ Mir \ � � � I I � � / / / 1 / 1 ARim \ 1 / I Aoa I A%16 AAR \ l / 420l ass , RN.� l , �-WIL�=w>< I 516R'FIM NWfIE-502R1 I .lefa / \/ Xw T \ js6+ aNm alp yo /wmw / J ARRx Isn "`" I / \ / \ a.m N � A@f° / AMP ARM / 1 � I ain / I aia Awa°�O anT -dam .Y2r1 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z o_ H a U rn w a z '0'n yJ W V � m 00 J LU o a, U JZQLnrn rn s✓ 0 00 M r� (c Z c) +� � o (D 2 ,to W O C) `I LU z LU > � o z D Cj 4+ Ln L �a� — z z �n -0 CD w^ate zLU Z00 cv LU � .F N y -d LU C J 0 U Y F. S� of46 jt is NA 9 February 2024 0 0 LO N V f N z L o w z 0 Z O Q > z F O LU W V J o Y N F- z zLnM (n co X �Qrn Yz3 Y LU U :� Y o �e J C� Ln ~ �00Y U W Z w z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C2 2 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 60 120 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 60 FEET(22"x3411) CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 120 FEET (11"x1711) s v / 7, . \ .. .. .. .. .. .. .. .. .. .. .. - 1 . . . \ �R� \ \ \ �v vv 1� v- W®\\ \\p9�\ , a�/ I ' 1 1 1 \I I II I 2��' \ 1 1 \ .+.+.+.+.+.+.+.+.+... \ �. _\1- - - - - - - - - - / 46 T M EL 509.99\ --�8 � \ \ �J .. - - - - - - - - - - ESM')7.19 \ 5�2, \ \ \ H 3 (UDDER N) / - BTRW 20 \ 1 494 ` —464. \ / \ I 4AU"am ��.wan \ — �s �0071 /WATECLUITER R a77d / \ I ' I i dssas t Allm I - - - - � No daN - a .w7w dPo=r \ I d6�7 / \ , dlaro .D\4 64_�\- / daa 4=57 494— yLApp —464— as N 483.E .12 \ .ream 4 2� -.02 W47 Ma147 .w7a / I I l 6 —462_ .476m h dam 46aw N90� / I / / � I I I I �I �_ � dmA i dare I I / / .Ilal4 / .W63m // I � \ \ V / / k1 / / / \\ \ \ , \ \ \ I I 1 I I -I \" _ • _ -W _ \ \ _ t 7 E) �o m.a l \ •u¢w / a I / / / / w I weaa \ / / / , N I I I \ 1 I \ 11 I 1 \ �\ - 3. r5 ACa +I�t j / 1 \ -4) w \ N 1 UDDER N dws w B°� "5�`;n: o -v4w \, \ J/ / dw lob /' / ��k / /.IIIQ I \\ 10 \\ IW)D I 4 // IB99 � 1768 /l Ola A" II \\ \may \ \ \ 116 490--1 n / deN _486�Po/ / /��/ .171.70 / / dAA .E7344 ( .0.0 dAA6 e \ dare / / \ dam o \ /dae:ARw \ 1160 daa \ �\ "a/ I I / \ � \ / J — � �da7d�"• S 7 FENCE l I / Ate. \ 1 ✓ ✓ / / / ��L 496- \ drw / / \ \� r— -486 .(a,6Atzw \ \ / / / / / dnu 1 d77 ` J d1le� /21 \ ? dn.n • ,� ��r°_ .�9 , / I \ \ \ \ I J / / / / 476 8 / / \ F� ATD2 vnLYi-4474- :E74.n �,�o^ 476m / / A76 12&I if *0.0068° TOP 0' / — — I \ \ \ / k�c, / _' \ p•(,�,,Nz � — — -s- �n=lcj 4�0. o°;,o° °' ° �\ y�, — —458� / 8 SW N) 4g — / 474,ee 4q" - 00 I 96 — EK N V 7`140 a \ w \ \ / — \ d6ze6 i / ss6 307(LADDER NE) / q�4� ®' lop 0 Po — \ \ \ a \ \\ \ •'rear I / r / h�a/ \ to°°�� IN EL�7B.4B / / �ill.w — d7iz1 \ 1 g E-,el. \ \ \ A— \ -40'PVC(Oi- WQ / 478 PVC IE 450 I I / R NM PVC N nar TI el /� 46 k0 5) B PVC IE E 450 4B — N E 459n ELFM.02 \ .�.�°' °p g NW -M'%87 gP " I I ° as-A�ILVE/Rr ssLH 3D6(uoDEN Il) \ \ / — / \ \ to PNI (N es tre \ \k.� / I / \ PoN EL-479A0 d7BL \ / y,(�w _ 464 _ \ �IO?VC(�IE — �e O `\tea \ IE 453 9d I / I X.9 / '//✓ // __ \ \ / / / , / \ i •\�+' ME� \ 10.ppZ BE-467.02 I \ d#A \ / / .WO / / \ \ \ \'\\ \ \ \ / \ /� I--�-3•�_ PyO N f'E6 / \ 1 I 1 RnEw don oP�s D7y1(IE)E=46&9zra/ cc— '� \ da \ / / / \ \ L Bs\ \ \ \ \ a�' s° •�, \ \\ A— \ �\ � — — � ®—} �_ — \�4\ FlRf HYDR A O ` ��° I 0 TOPS \ _�= \ ,,DOE• �.°��-5 i 'S ).1[� "i''�i ii7�Ab,0�ii:Vii - 7 - _.462- \ — \ — _ — TOP — ' I• � .,.,i�%�iii'i... \ I I I I WATER VPLVE d7y07\ I \ \ \ \ \ �. \ IX.59MIc5 • �iii iiii c / "ODER 6 J°C _ RIM 81 • iiiiiii ��P q69 %SSM 3W-ADDER SE) .lwAB \ I I .. .. .. .. .. `V� �- \ \ \ \ \ \ . ®° 5 -� 1.6�° 8' PVC IE N 685.60 8"PVC IE E 155.60 ✓ OPVC(NW)E-46&74 1 / ..� 6,L✓ \ ASA \ \ `�/ , I \ \ \ / ° TOP RIM EL-461.06 / J / 6 ICE-� I /N \ \ \ \ \ \ / I .0 \ \WBO wV ' --oi 6tT �4• ° QG ,G�Vi% OGIGN H� ,ICG /k9 / / dA7B \ \- 36" II7lraDs ? r ETA ING HALL / .peg iBR �,n L see' • l , \ d77A{ \ .. .. .. .. .. I .. ,. lc. '�_ ` \ / / IE 455, /_�pL¢�`ysv5 \ `ea�� /� •®° T°E Y+•° /-°E_� i— ]2' OI CIILVEflT\l`° ii �,iii,i DO[ sl.."a r r 464— / \ ` ` f • - 3 ••�'a TOP 1 IE 59.25 TOP a6 T �1 / / 1 .� ° a� a� deer ! dnx TTep- 4M67 / / 462- \A6 I . �� _ \ \ — — • — — _ — —' — / �"3 •:�:::: II O.6\ ' 10 No 01 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co W 0 z O CI) W V � m co J LU o a, U JZQL� � M L � • d O 00 -0 r- M L 6 z: o3 C= cr 2) a, � o C-+7 to W0�cr� W rn Z LU > U-) o � 0�N m z=).. n �� La= 2 n Q� �V}Lo-0o L! } w^ate zLU Zop v (Dr-4 -d Z6 a LU c: f J 0 U Y F. S� of jt � NA 9 February 2024 O W O Lo I- V) N z 0 z6i 0 O Q \ /❑ z F 0 LU W V J o Y � N LU LU z 0 �D z(nm (n co i--i X �Qrn Yz3 Y LU U :� Y o�g W Y Y � � �00Y U W Z W Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C3 3 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON LEGAL DESCRIPTIONS PARCEL: 5696-000-134-0007 TRACT 1A (FUTURE DEVELOPMENT), MCCORMICK WEST DIVISION 11, ACCORDING TO THE PLAT RECORDED IN VOLUME 35 OF PLATS, PAGES 234-244, AN AMENDMENT OF VOLUME 35, PAGE(S) 214-223, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON; SITUATE IN KITSAP COUNTY, WASHINGTON. PARCEL: 5706-000-275-0004 TRACT 12-2-15 (FUTURE DEVELOPMENT), MCCORMICK WEST DIVISION 12, PHASE 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 36 OF PLATS, PAGE(S) 61-71, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON; SITUATE IN KITSAP COUNTY, WASHINGTON. PARCEL: 5706-000-276-0003 TRACT 12-2-16 (FUTURE DEVELOPMENT), MCCORMICK WEST DIVISION 12, PHASE 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 36 OF PLATS, PAGE(S) 61-71, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON; SITUATE IN KITSAP COUNTY, WASHINGTON. PARCEL: 5706-000-283-0004 TRACT 12-2-23 (FUTURE DEVELOPMENT), MCCORMICK WEST DIVISION 12, PHASE 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 36 OF PLATS, PAGE(S) 61-71, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON; SITUATE IN KITSAP COUNTY, WASHINGTON. PARCEL: 5696-000-150-0006 TRACT 1S (FUTURE DEVELOPMENT), MCCORMICK WEST DIVISION 11, ACCORDING TO THE PLAT RECORDED IN VOLUME 35 OF PLATS, PAGE(S) 234-244, INCLUSIVE, RECORDS OF KITSAP COUNTY, WASHINGTON; SITUATE IN KITSAP COUNTY, WASHINGTON. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co u1 0 Z O cn LU of LV U-1 m J LU o a, z JZQ�< M L 0-0 r rn z J 2 o 3 —zzfo cr 2 �o0to W0��i�: LUTMZ rul-) LU X. t �N Co ZU-)fo0cV) LL a 2 n rn �qV}��o u� w ^ate z LU � IWO z LJJ � F (Dr-4 -d Z6 a LU c: ra J_ 0 U U Y F. S� oflet IP jt 46 is NA 9 February 2024 z 0 0 Lo J N O �c T- w 0 Z 0 z O > U Q F J cf) LU O Y J � o N z wW O M, N_ Q rn m O Y z U g Y o .g ir w J Y Y 0 Ln U �00Y 0 w Z LU Z w O coU U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C4 4 OF 100 GRAPHIC SCALE 0 60 120 1 INCH = 60 FEET (22"x34") 1 INCH = 120 FEET (11"x17) MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, S ,,,,,, OLD ,,,,,,,,,,,,,,,,,,,,,,,,,,, CLIFTQN RO AD D - - - - - - - INGRESS/EGRESS/UTILITY AFN 9609240198 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 1 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00, 45.00' 1 56 55 54 53 52 51 50 49 48 47 46 45 44 - - Ip QI o1 43 111.63' ut CD cD v o 0 0 00l of QI o1 b1 0 0 Sri Ln o 0 0 01 01 0 sTA:48+25,56 ROAD BK I I I I I 01 - I Q I Q I r' I I Q I s l s Ln Ln Ln 50 Ln I Ln 42 c ) I �I I STA:65+86.86 (ROAD BM) STA:45+52.55 (ROAD-BK) - - - - _ _ _ _ _ STA:75+66.99 (ROAD-BN) 111.63' 40.00' 40.00' 40.00' 40.00' 40.00' 40.60' 40.00 40,00' 40.OD' 40.00' 40.00' 40.00' 40.00'C. o 50+00 49+00 46;Z� ,0 41 0 50+99 4 - 48+DD 7+00 ROAD BK 46+00 I I - - 45i00 44+00 PC: 49+45.24 - - 111.63 79.98' - - - - - - - 80.02' 95.90 PT. 43+ _ - 40 ----- �•' \ ----- 1 I( I o ^ I o 10' _UTILITY EASEMENT (TYP)57 F �, _111.63'PC: 42+46.09N 72 73 0 105.00' I Q .'• o -- - I � I 88 89 o Q I 1os.00' 121.00' - - - I LnI 39 L 58 o I 105.00' 121.00 1�' I I _ -J o'^�fI - i: II105.0a 1 o + oIf 111.63' , ,71 74 87 Q � -Ln59 �; 105.DD�38 1z1.00 o =o QD 15.0, 21.70 ct� \ 0 105.00' I_ of 0 1a :` of o I 00 a I I `� 70 75 I� o :. 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I of 33 b 0 0 \ PT:61+78.00 I Lo Ln 105.00' 121.00' I 105.00' 121.00, `t \ a� I I I 111.62'65 80 96 81 0, �I ' PC:61+50.29 61 _J C> 32 0 �` PC:83+75.37 _-- ---/ ��`-- -- / ^ oI Ln Ln STA:82+99.43 (ROAD -BP) \ _ 74,63' 97.24' 79.98' - - 96.02' - ;..:: ;• +95.19 - PT:85+64.64 - STA:81+61.87 (ROAD -BP) ROAD BP o 111.6z' STA:100+82.71 (ROAD-BJ) co - 85+00 N 86+00 I o 84+OD 87+00 88+00 0l Ln 3 1 00 83+00 :: :• .:: 0 45.00' 45.00r- 45.00' 45.00' ~45.00' - 59•� Q 00 - • • ` ' 40_Oo_ - STA:85+64.64 (ROAD -BP) - - - - + 111.62' 81+00 4D.03_ 40.00 - STA:70+99.55 (ROAD BN) STA:88+37.23 (ROAD -BP) +Go 1 80+00 0 64.17' - - STA:38+37.20 (ROAD-BK) I "' o l o -� . - 97 I Ln 30 o I I 0I 105 °I 104 I 103 I 102 I 101 LI 100 LI 99 I 98CD I 1108 I� 107 1�106 �I �I i I I I �I 1i1.6z _J PC: 101+47.67 I I o I rn 5TA:37+08.73 (ROAD-BK) ' 109 o PT:114+35.03 0 110 I"' I �' STA:117+28.91 (Road-Alley-1) o .. Q I 29 GOI o 45.00' 44.81' 45.19' 45.00' 45.00' 1 `o" o Go I Ln oo 0 114+00 115+%7-40.0�7�164 I o o ALLEY 113+0016+00 117+00;50.78' 49.92 49.60 40.00' 1 40,00' n n:l STA:102+35.02 (ROAD-BJ) STA:110+76.74 (Road-Alley-1) \ 1 - j PT: 102+76.99 �+ \ 112.+00 44.79' 44.48' .. 56 03' MATCHLINE SEE SHEET C6 111}00\ 50.1° � I 115 114 M 113 4I 112 1 \ _ 4 - gb.53' _ 106+ 65 ?10PDg, PC: 103+21.99-/ r S 1 PCC: 105+41.72 1 PC: 104+21.37 ' PT: 104+13.88 1 1 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U co uJ 0 z O W V � EM co JLUo m JZQL� � M L d4-JO00-0 r� C M " V Ov Q ro z (aj �3: _�, Z c) 2 o (D to 7U W0�� EIM W T m Z W > � x � �N CoN+ Z=xOc+n �L LLa� 2 n rn �9V)-0o w^ate z LU cn W'-'� -0 (Dr-4 -d w� f J 0 U s✓ U IVY F. S� of jt 46 is NA 9 February 2024 z 0 4 � J 0 Lo J L w z z 0 Z 0 o > U Q J ~ LU O Y J N N z w W_ O Z`n N_ w CD Q rn m o Y z U g Y o�g J 0 ~ �00Y U w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C5 5 OF 100 GRAPHIC SCALE 0 60 120 1 INCH = 60 FEET (22"x34") 1 INCH = 120 FEET (11"x17") MATCHLINE SEE SHEET C5 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON m mm w m M IIIIIIIIIIIIIIIIIIIN M M M L 114+00 115+00 11b+00 49.92' 117+ 49.b0' 40.Q0' 111.6 ..45.6445.64' 45.00' ^ M Ln o LnI 28 122 - 123 I� I 116 Q� 117� 118I 119I 120I 121II O I^ lll.bl' I I I Q ..4.64S,1gIPT: 10o Ln 27 Co Ln ' 4' — I6.6640p0' 0— 5gl Cl t I 111.61' '—I ROAD BJ — M 106+00 — I o 0 ROAD BJ 1as+aa 109+00 01 26 Lo a STA:107+01.75 (ROAD-BJ} o _ _ •••'••.': .• . •: - t,.• _ _ STA:127+29.40 (ROAD-BH) N — 79.26' — — — — 81.15'— 111.61'_ ' I PT: 35+52.36 PT: 126+79.22 N 8 PCC: 126+61,611 a ' M I I STA:35+80.19 (ROAD-BK) o I 105.0� STA:109+57.94 (ROAD-B]) I Ln 1 1p2�9 ' I I 104.99 N �a O I 0+ \ co i \ N �I 7 PC: 34+21.92 VA X. M cp \ 24 \ 6 PC: 91+75.53 ` p� so p° a 12 \ ,.. \ \ 5 0 \sq FZ �\ 'moo i°`' o° \oo •� "' Pp �i 13 \ �� \ 105 0o so / \ o glk°0 PC:124+44.28 fr'Q \ 4 k \ 14lee \ a\ \ 3 \ 15 k 2 1 \ ao\ 16 23 CHRIST THE ROCK CHURCH 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 125.20' — — — tMp ^ 22 N 132.05' 112.85' Tln o 21 0 0 Ln \ 120.11 PT: 92+15.12 'o\ 20 0 10' UTILITY EASEN 105.00' 51 / 19 49 126.53' \ moo\ 18 17 �'p\Ln o \ k 00 \PT:31+80.16 116.62' PC: 3�* 82 �STA:13+67.02 (ROAD-C) rSTA:31+00.00 (ROAD-BBK) 15+ 92+00 \ O / PCC:13+71.82 G \ / \ 'tdrk . •', sue\ iti3� � �pP� �3k°o \ PT: 122+04.91--,' \ \' PCC: 121+83.1 \ PC: 121+38.90 N"% 00 ` —jm1 ' STA:11+34.72 (ROAD-C) STA:121+00.00 (ROAD-BH) � I— 16+00 � — \ ROgo 00 c / 17 � _ PRO 19+11.95 r8x0 0 PCC:19+33.88 / 00 c 100.0' BUFFER O 22+00 �— 24+00 0 SIGN \ 23+00 /)7—RETAI NI NG WALL — - i�N qs- II �� OOG WASTE STe \ VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 Z O 0- E U U) w 0 Z 0 cn LU r✓ V � m J LU o a, U JZQ�� M L d 0 00 r� r- M " V 0 Q ro z:�2o3 -zzto cr 2) :L,- � o (D to WOC)"r� UrL'01z LU > Lo o 4-J �N m z=xC54n V? LL d L — z z n Q� �qV)o w^ate zLU Z� cv p y N -d a W J 0 s= U 10,111 Y F. jt 46 is S NA 9 February 2024 z 0 4 � 0 J 0 Lo J L w z z O Z 0 O > U Q J ~ LU o Y J o N z wW O �`� N_ Q rn m o Y z Y Z W g a' w J OYY 0 Ln U �00Y 0 w Z LU z w Z coU U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C6 6 of 1ao GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 40 80 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 40 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 80 FEET (11"x17) _ — — -516 - — — — — — — —— — — — — — — — -514 — -512_—---512 .. .. .. .. .. 6 .. ../ .. �. .. .. �. .. .. .. ., --- -- I l \ i\ I—G— �o---� �o UTILITY AFN 9609�240198 E ' s 670506�----- I I--- / 00-512 I / — \ I -- \ 7�,l FF/ I CL 1�p I — — — 512 — ROAD BK �p� Sp6 —514 _ SD SD SD SD SD SD SD SD SD — V A CL 1 I 1 1 V V V 0 � V) V ' IP I \ I 1 o / I � STABILIZE ROAD SECTIONS PER BMP C107 I I I� `no trJ l� SD SD 'I V i TESC LEGEND PP PRESERVE AND PROTECT AS NOTED PER BMP C121. SEE OMULCHING MU MULCHING NOTE X FF FILTER FABRIC FENCE C11 (JP) INLET PROTECTION C11 CL CLEARING LIMITS (29.79 ACRES) CE CONSTRUCTION ENTRANCE Cll BMP C234 VEGETATED STRIP VS SEE WSDOE WESTERN WASHINGTON 2019 STORMWATER DESIGN MANUAL. OP OUTFALL PROTECTION PER BMP C2094 cll > ID TEMPORARY INTERCEPTOR DITCH PER BMP C201 Cll CONSTRUCTION SEOUENCE 1. HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY AND OBTAIN REQUIRED PERMITS. 2. FIELD LOCATE AND VERIFY ALL EXISTING SERVICES AND UTILITIES WITHIN THE PROJECT AREA. SEE VERIFICATION NOTE. FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND UTILITY CONNECTIONS, AND PROVIDE INFORMATION TO PROJECT ENGINEER. 3. ESTABLISH CLEARING AND GRADING LIMITS. 4. CONSTRUCT PERIMETER SILT FENCES, TREE PROTECTION FENCES, SEDIMENT POND, AND OTHER EROSION CONTROL MEASURES AS NEEDED. 5. INSTALL PERMANENT STORM SYSTEM FOR UTILIZATION OF CONSTRUCTION RUNOFF TO TESC POND. 6. SCHEDULE CLEARING LIMITS, TREE PROTECTION AND EROSION CONTROL INSPECTIONS WITH THE CITY. 7. POTHOLE ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREA. SEE VERIFICATION NOTE, THIS SHEET S. CONSTRUCT IMPROVEMENTS PER PLANS. 9. STABILIZE ALL EXPOSED SOILS. 10. CONTRACTOR SHALL CLEAN SEDIMENT POND AS NEEDED DURING CONSTRUCTION. 11. ARRANGE FINAL INSPECTION WITH THE CITY. 12.ON-SITE SILTATION FENCE TO REMAIN UNTIL THE SITE IS STABILIZED TO THE APPROVAL OF THE INSPECTOR. 13. REMOVE TESC MEASURES WHEN ALLOWED BY THE CITY INSPECTOR. N V I —_ i 00 I _ — V U)7 — U)ID 1 N CO \ \ I V / o - - VERIFICATION NOTE U)- �' / °� ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE 1 IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY I o i N / / CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS I I I / WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER o I IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING 7BP o \ - - - - - TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF 7t �/THERE - - _ ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ROAD / I / I ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. N I I I CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O t- a_ U w 0 z 0 w of V � m JLUo rn JZQL� M L dJ00-0 c M " �Z63: _m zJ oG - 0 -zzfo 2 cr ce o (D W0m�� L J 0" Z LU>Lo o+' �N co (V zU=-))foV LL a 2 n rn -0o u� n w^av- z LU � cn � W _q Ln F � / y N -d Z6 a LU c: ra J_ 0 U U �YF•$ S� of46 jt is NA 9 February 2024 0 0 0 0 Lo N 6i Z O= _O U > H W W z Y Jo J � N wLU d. o z�� U U g w o m Q2,0, W z 3 Y U g LU w O Y Y 0J � v �00Y U w Z w Z w O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C7 7 of 1ao GRAPHIC SCALE 0 40 80 1 INCH = 40 FEET (22"x34") 1 INCH = 80 FEET (11"x17) MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 14 _ o 0 0*00 0000 I CL 0 � / 1 -51 -504 I — -502- — - I DEPARTMENT OF ECOLOGY BMP T5.13: POST CONSTRUCTION SOIL OUALITY AND DEPTH SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING, REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION, WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. MULCH LAYER 8" LOOSE SOIL WITH VISIBLE DARK ORGANIC MATTER i 4" LOOSE OR FRACTURED SUBSOIL PLANTING BED CROSS SECTION AMENDED SOILS BMP T5.13 DETAIL NOT TO SCALE VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U u1 0 z O w of V � m JLUoM rn JZQL� � M L d o 00 -0 c M " z J o 3 - o c) cr ceo C7 WO.,cr� LU�°'z LU>Lo xo+' �N m z V) U-)fo LL a 2 n rn �qV}Llr, o u� w^ate zLUop LUz� (0-0 (Dr-4 -d Z6 a LU c: f J_ 0 U U �YF•$ S� of46 jt is NA 9 February 2024 0 0 Lo ti psi N w O Z 0 U > w z Y Jo J � N ww d. o Z Ln U U g w o m �Q� W z 3 Y U g LU J OU Ln 0 ~ �00Y U w Z w z w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C8 8 OF 100 GRAPHIC SCALE 0 40 80 1 INCH = 40 FEET (22"x34") 1 INCH = 80 FEET (11"x17") BMP C107 NOTE 1. ON AREAS THAT WILL RECEIVE ASPHALT AS PART OF THE PROJECT, INSTALL THE FIRST LIFT AS SOON AS POSSIBLE. 2. A 6-INCH DEPTH OF 2- TO 4-INCH CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR UTILITY INSTALLATION. A 4-INCH COURSE OF ASPHALT TREATED BASE (ATB) MAY ALSO BE USED, OR THE ROAD/PARKING AREA MAY BE PAVED. IT MAY ALSO BE POSSIBLE TO USE CEMENT OR CALCIUM CHLORIDE FOR SOIL STABILIZATION. IF CEMENT OR CEMENT KILN DUST IS USED FOR ROADBASE STABILIZATION, pH MONITORING AND BMPS (BMP C252: TREATING AND DISPOSING OF HIGH pH WATER) ARE NECESSARY TO EVALUATE AND MINIMIZE THE EFFECTS ON STORMWATER. IF THE AREA WILL NOT BE USED FOR PERMANENT ROADS, PARKING AREAS, OR STRUCTURES, A 6-INCH DEPTH OF HOG FUEL MAY ALSO BE USED, BUT THIS IS LIKELY TO REQUIRE MORE MAINTENANCE. WHENEVER POSSIBLE, CONSTRUCTION ROADS AND PARKING AREAS SHALL BE PLACED ON A FIRM, COMPACTED SUBGRADE. 3. TEMPORARY ROAD GRADIENTS SHALL NOT EXCEED 15 PERCENT. ROADWAYS SHALL BE CAREFULLY GRADED TO DRAIN. DRAINAGE DITCHES SHALL BE PROVIDED ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNED SECTION, OR ON ONE SIDE IN THE CASE OR A SUPER -ELEVATED SECTION. DRAINAGE DITCHES SHALL BE DIRECTED TO A SEDIMENT CONTROL BMP. 4. RATHER THAN RELYING ON DITCHES, IT MAY ALSO BE POSSIBLE TO GRADE THE ROAD SO THAT RUNOFF SHEET -FLOWS INTO A HEAVILY VEGETATED AREA WITH A WELL -DEVELOPED TOPSOIL. LANDSCAPED AREAS ARE NOT ADEQUATE. IF THIS AREA HAS AT LEAST 50 FEET OF VEGETATION THAT WATER CAN FLOW THROUGH, THEN IT IS GENERALLY PREFERABLE TO USE THE VEGETATION TO TREAT RUNOFF, RATHER THAN USE A SEDIMENT POND OR TRAP. THE 50 FEET SHALL NOT INCLUDE WETLANDS OR THEIR BUFFERS. IF RUNOFF IS ALLOWED TO SHEETFLOW THROUGH ADJACENT VEGETATED AREAS, IT IS VITAL TO DESIGN THE ROADWAYS AND PARKING AREAS SO THAT NO CONCENTRATED RUNOFF IS CREATED. 5. STORM DRAIN INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT -LADEN WATER ENTERING THE STORM DRAIN SYSTEM (SEE BMP C220: INLET PROTECTION). / EXISTING UTILITIES (TYP) C �,S) \v, IP 7 / � J I 0000 ' MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON TFMPnPAPV gF=nTMFl\IT PnNil Nlr)TF TEMP POND SIZING TRAP BASIN AREA = 1,163,095 SF (26.70 AC) Q (10-YEAR) = 18.68 CFS MINIMUM TRAP SURFACE AREA: 2 * 18.68/0.00096 = 38,917 SF SURFACE AREA PROVIDED PER PLAN = 85,205 SF MINIMUM SEDIMENT POND DEPTH = 3.5' ORIFICE SIZE: 11.85" ELEVATIONS: TOP OF POND = 470.00' BOTTOM OF POND = 457.75' IE = 457.75' vv � S Ro w\. �� , ,gDCw�� Nam , aft" 470 CL / l S Vs -4 I 0 4 CG7 OUTFALL W/ RIP RAP ELEVATION = 457.47 \g60 0 WETLAND BUFFER 0 CITY OF PORT ORCHARD STANDARD EROSION AND SEDIMENT CONTROL NOTES APPROVAL OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CESCL UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED, THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/CESCL FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES, IN ACCORDANCE WITH STANDARD DETAILS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO STREET RIGHT -OF- WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THE TESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS REDUCED TO REQUIRED LEVELS, THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ADDITIONAL PERIMETER PROTECTION, ETC.), AS DIRECTED BY THE CITY ENGINEER. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CESCL AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES AND OF SAMPLES TAKEN DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). ANY AREA NEEDING TESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO FINAL INSPECTION. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO A DOWNSTREAM SYSTEM. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH AREAS CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD CITY ENGINEER. THE INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a_ U co w a z 0 cn LU of V U., m co J LU o a, U JZQL� � M L o d 0 c M " Z J O Q9 --0o —zz�55 c U-)o CD W0�cr� LU - rn z LU > [2) o t �N coN z D fo V) u_ a 2 n rn VV)o u� n ^ate wL0 ZL z L1J Lr) (o -0 y N z -d z �; a LU J_ 0 U U Y F. S� of jt ,6 is NA 9 February 2024 0 00 6 Lo ti psi N �n LLI z O z 0 U > H W LU z Y Jo J � N wLU d. o zLnm U U g w o m �Q2,0, LU oz3 Y U g Y o � w J Y Y 0 U U Y U w z LU z w z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C9 9 OF 100 GRAPHIC SCALE 0 40 80 1 INCH = 40 FEET (22"x34") 1 INCH = 80 FEET (11"x17") j D� _'Al Zv MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON W W I WETLAND I W WL-1 ' I CLASS I I 3.3 AG: o 200.0, EXISTING _ UTILITIES (TYP) — — — — — — — — \ Q60\�---- 458� 00 \ / / WETLAND BUFFERop 00 ft MWAM -462 w Ab SD 1 �..w SID C SD Iry `` ROAD C . W —C�J s IGN HH ! `\ • • \ .N �(`�� VS �� SD SD�SD CE WETLANDWL DOG WAS 4. + + —2 CLASS II �� \ / �► CL /'�;; ;;;; LS �wow Co PLASTIC COVERING NOTES SEEDING NOTES MULCHING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND 1. SEED MIXTURE SHALL BE AS BELOW OR AS APPROVED BY THE CITY AND 1. ALL MULCHING SHALL BE IN ACCORDANCE WITH BMP C121. STRAW SHALL SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE SUPPLIER NOT BE USES AS A MULCHING OPTION. CONTRACTOR MAY CHOOSE ANY SPECIFICATIONS SECTION 9-14.5. OTHER MULCHING OPTION PER TABLE II-3.6 OF THE DEPARTMENT OF 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY GERMINATION REDTOP (AGROSTIS ALBA) 10% ECOLOGY SWMMWW. USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID ANNUAL RYE (LOLIUM MULTIFLORUM} 40% 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED CHEWING FESCUE (FESTUCA RUBRA COMMUTATA} 40% GREATER THAN 3: 1. DOWN FULL LENGTH AND THERE SHALL BE A LEAST A 12 INCH OVERLAP WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10% 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS OF ALL SEAMS. WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND VEGETATION IS FIRMLY ESTABLISHED. PROTECT THE ROOT STRUCTURE. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, IN PLACE UNTIL THE NEXT SEEDING PERIOD. ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF JUTE MAT, CLEAR PLASTIC COVERING). SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS 3• BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. DISLODGED ENDS. 4. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING INLET PROTECTION NOTE SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. INLET PROTECTION SHALL BE INSTALLED IN ALL EXISTING INLETS 5. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIER'S DOWNSTREAM AND WITHIN 500 FEET OF SITE DISTURBED AREAS. ALL NEW RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY INLETS, BOTH ON SITE AND OFF SITE INLETS (IF ANY) SHALL HAVE INLET ADJACENT TO WATER BODIES AND WETLANDS. PROTECTION AS WELL. GRADING AND TESC NOTES 1. ON SITE INSPECTIONS ARE REQUIRED AT THE FOLLOWING CONSTRUCTION STAGES: • INSPECTION NO. 1: INSTALLATION OF EROSION CONTROL FACILITIES PRIOR TO CLEARING • INSPECTION NO. 2: COMPLETION OF CLEARING • INSPECTION NO. 3: UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK • INSPECTION NO. 4: COMPLETION OF PROJECT • INSPECTION NO. 5: AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES, AND PROTECTIVE MEASURES FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BE INSTALLED PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITIES. 4. ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY, UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE EROSION AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 6. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 7 DAYS OR MORE DURING THE DRY SEASON (MAY 1 - SEPT 30) OR 2 DAYS OR MORE IN THE WET SEASON (OCT 1 - APR 30), SHALL BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE BUT SHALL BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY. 7. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTIES, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL FURTHER AGGRAVATE THE SITUATION MUST CEASE, AND THE OWNER/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED. 8. NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THE CRITICAL ROOT ZONE FOR VEGETATION PROPOSED FOR RETENTION. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w 0 z 0 cn w fr V � m M JLUo co JZQL� � M L d o 00 -0 r� c M " O80 Q V 2 z63: cn z c 0 3 c) 2 a-�+ cr ceo0U*) W O � 'T LU°' z W> [2) xot �N coN Z fo V) LL — z z �n rn �qV)Lqr' o u� w^ate z LU W'—'Lr) (0 a y N -d cr wc: f J 0 U U V F•$ jt NA 9 February 2024 0 0 Lo ti N w Z oz _0 U > W W z Y Jo J o N wLU d. 0 z�� U U g w o m �Q� W z 3 Y U g Y o�g W J Y Y 0 � v �00Y U w Z w z w Z (1) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C10 10 OF 100 FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC Z 7 8": GROUND SURFACE TR z 6' MAX. Li �--- 2" x 2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT 12" =NCH MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL WASHED GRAVEL BACKFILL, %° - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC O iV w �c N LINE FILTER MATERIAL IN 8" x 12" TRENCH AND 1 8" LEAVE MIN. 2" EXPOSED H-~ FILTER FABRIC FENCE NOT TO SCALE FILTER FABRIC NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. L=DIAMETER X 1.5 z N Z � � N / FLOW PLACE FILTER FABRIC AT BASE OF RIPRAP 12' OR 4 X DIAMETER, WHICHEVER IS GREATER d 0 l0 + ce w w z a 0 OUTLET SECTION RIPRAP, SEE SPEC BELOW RIPRAP SPEC OUTLET PLAN MAXIMUM STONE SIZE = 24" MEDIAN STONE SIZE = 16" MINIMUM STONE SIZE = 4" i ►7 a Ji PLACE FILTER FABRIC AT BASE OF QUARRY SPALLS r INLET PROTECTION NOTES 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 TO 3 INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE %4 INCH GRAVEL OVER WIRE MESH. THE DEPTH OF STONE SHALL BE AT AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FORM THE INLET AND CLEANED OR REPLACED. 12" MIN INLET SECTION TRASH e RACK �x TOE OF SLOPE QUARRY SPALLS INLET PLAN PER WSDOT 9-13.6 INLET/OUTLET PROTECTION DETAIL NOT TO SCALE NOT�s: 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (8GID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3, THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL. 4 S 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL. 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING AND RE-INSERTING IT INTO THE CATCH BASIN. INLET PROTECTION NOT TO SCALE FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTES IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 3.0' 3.0' All N ri INTERCEPTOR DITCH NOTES 2.0 2.0' QUARRY SPALLS z N 1. MULCH -SEEDED OR GRASS LINED DITCHES SHALL HAVE SLOPES LESS THAN 5% AND MAXIMUM FLOW VELOCITY OF 5 FPS 2. ROCK CHECK DAMS SHALL BE USED IN MULCH -SEEDED OR GRASS LINED DITCHES FOR SLOPES GREATER THAN 3% 3. ROCK LINED DITCHES SHALL BE USED WHEN SLOPES EXCEED 5% OR FOR FLOW VELOCITY GREATER THAN 5 FPS. TEMPORARY INTERCEPTOR DITCH DETAIL NOT TO SCALE o"o' cepry R = 26 MIN. 12" MIN. DEPTH (6- MIN. FOR RESIDENTIAL, SINGLE FAMILY LOTS) - 4" TO 8" QUARRY SPALLS (4" TO 6" FOR RESIDENTIAL SINGLE FAMILY LOTS) --- - PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4" TO 8" QUARRY SPALLS ( 4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP -DRESSED WITH 1 TO 3 INCH ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12" THICK AND 100' LONG (REDUCED TO 20 FEET FOR SITES LESS THAN 1 ACRE OF DISTURBED SOIL) WIDTH SHALL BE FULL WIDTH OF INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND COMMERCIAL SITES . 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET.THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 5. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT PROPOSED ROAD LOCATION AFTER UTILITY INSTALLATION DURING THE DRY SEASON AND AFTER GRADING IF UTILITIES ARE NOT COMPLETED PRIOR TO THE WET SEASON. 3 CONSTRUCTION ENTRANCE NOT TO SCALE VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w cl z O > w U U., 00 m J LU JZQL� :3M L d .000 -0 r� c M v 6 � rn z�20 --0c - z Z c) d- _ Cr � o C7 W0�� DIM LU � rn Z W xo 4-,? N Cc W z V) U-)fo ILL a = 2 n rn toV)�-0o u� n w^aV_ Lum zL zy m45 N -d Z6 a LU c: ra J_ 0 U U Y F. S� o1! jt 46 is NA 9 February 2024 0 V) o J "' ti H Q L0 N W T" w 0 z O Z C) Q U 2 z o Q F VLU ) w W I Y �o N 0 2 Ln w� F- z o ZLnm U U g w o m xQ4 LUz 3 Y U g Y z LU o � W J Y Y C7 Ln v U ~ W ~ Z W Z W O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. cii 11 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 60 120 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 60 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 120 FEET (11"x17) ;;;;;;;;;;;;;;;;;;;;;;;;;,,,,,, W OLD LIFT N ROAD S O C O O — — — — — —INGRESS/EGRESS/UTILITY AFN 9609240198 Tr ' L- - - - - - - - - - - 56 55 54 1 53 52 51 50 49 48 47 46 45 44 43 w— w 8" WATERMAIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B 42 FOR NEIGHBORING 3 PARCEL UTILITY MAIN STUBS FOR W W ROAD BK w W W W yy_. .. _. 41 FUTURE PERMIT (TYP) SS SS 3D SD S ------_�— — — — — — — --------� ------------- 40 ROOF DRAIN _58 59 _60 ' I 61 62 10,982 SFf - -CAT 3 63 64 \ \ P 1" IRRIGATION METER i \ 8" WATER MAIN FOR ALL INTERNAL PLAT ROADS (TYP) _ CONNECTION TO EXISTING WATER MAIN --\N — — —SD— — �__--S�--- I � I -P \ W I SERVICE (TYP) — — 72 73 i I 88 89 I 10' UTILITY EAEMENT _ — I I I FRONTING LOTS (TYP) 39 I I � : I 74 1 71 to �� N , of 7 1 N I I� �1 s 90 I 38 T T- 1 N I 70 75 �0� 86 91 1 la a I 37 1 0 69 I 0Lo I 85 — — —76 i/0 1 I 92 i ,7 1 36 �N i I I — — o <= I 10 68 77 I 84 93 I I _ _ — — I 3 I WATER METER SERVICE (TYP) 1 35 1 N SEWER SERVICE (TYP) I 1 67 78 1 °. I 83 In : 01 94 1� _ I I N I I of 34 r U)-- x 66 79 1 I 82 95 1 I 01 1� •. � I 33 I 1 FIRE HYDRANT (TYP) I 65 80 1 I 81 96 11 I _ J N j — — — — N — — — — — — — — — — — — — -- 32 V) N — S �-- SS SS ROAD BP M M W w w w w I 31 -W W _ — — — RD �I 30 I 104 103 102 101I 99 I98 I j105106 N I 108 107 1 I INTERNAL LOT RETAINING WALLS, FOOTING 1O9 DRAINS TO BE ROUTED TO STORMWATER 1 MAIN WITHIN INTERNAL PLAT ROADS I 1 29 SD-SD-SD-SD-SDN 1 _ A► SD.sD�sD i'' 1 m mim r \ I� 1 1 1 1 1 MATCH LIN E SEE SHEET C6 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U u1 0 z 0 LU V U, m ct�m J LU "0 rn JZQL� M L • d 4O 06 -0 LD z��0 c) 2 a-�+ � o (D W O C) `I LU 01 z LU > n o N �m Z � fu V) LL 2 n �V)�o wr;a� zLU In Z0 v y N -d cr LU J_ 0 U Y F. WASgj �� Of46 jt is NA 9 February 2024 0 0 LO ti N w z 0 _O J� i--i c~n LU Y J O � o J U ww z cn c, ui warn m > z o U Y o . g W J Y Y C7 Ln v �00Y U LU Z w z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C12 12 OF 100 -A GRAPHIC SCALE 0 60 120 1 INCH = 60 FEET (22"x34") 1 INCH = 120 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON / 1 \ \ - - - - - -------- v -I" W- . - I \ VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co u1 0 z 0 LU V U-1 m JLUo a, U JZQL� M L � • d O 00 -0 C m o Z J O 3 — O cc U')o (:7 WO��IT WL m z W > Lo xo +' �N m ZU=-)) f�p<0V") L.L d L 2 n Q1 �q V) �o u� LU a te Z LU 00 LULr) y N -d LU U �YF•$ S� of jt 46 is NA 9 February 2024 0 0 Lo ti psi N l[S L i N z 0 z 0 u> _ J � i--i cn LU Y J O � o J U ww J �❑ zcnc., warn m LU / o O z 3 U Y o .g ir W J Y Y 0 Ln U �00Y U LU z w z w z coU U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C13 13 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 60 120 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 60 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 120 FEET (11"x17) �51 - - - - -- 510 � �� -510- - � -SOS- - / •• "/" :; ;1;........ ...... 51 7- 494- INGRE`^/EGRE8r$/UTILITY AFN-9609240198 �F ✓ S70L--- - - ----- - - - - - - - - - - - - - - - 512 - \ 56 55 5F4 53 52 51 50 49 48 47 4'6 45 44 43 W W \ f JI PAD I PAD I PAD � PAD PAD I PAD I PAD I PAD PAD PAD I I I PAD PAD I PAD I PAD I PAD / 515.20 514.20 I 513.90 1513.10 511.40 I 509.00 I 507.10 1506.80 504.80 502.80 I 500.70 498.70 1498.60 I 496.70 I 495.00 42 I I / / .. ... .. . • .:.,,,, _. D R x - -- o PAD I 572_ W _ W W ROAD _ j 494.10 41 _ W V V - 00 W Ob - ry W O . . FO• � I . 6- - SD S i - 516- - 5 ._ \ • 15�A \ - -} - 1 - - - •- - • '� - - - PAD 40 a PAD 7- \ /--- - - - - - - - - 494.20 / 57 516.00 I I '` I PAD \ I ( \ PAD I PAD - 72 \ 73 PAD \ 505.20 • �: I $$ 89 - - \ I 1502.90 494.90 I I PAD \ V PAD I �I - - - - - - I I 493.70 39 �8 516.25 1 I 9X PAD I -- /1513.30 71 \ PAD Io • I\� ..` of � PAD PAD I • I / PAD I :` I 74 505.30 I� +irp 502.80 87 90 494.80 I /I 159 5P6.25 I I - - - \ I - - I al PAD P I- - �� I I 493.00 38 PAD L PAD I I ,1 PAD I I I I - I I PAD \I I 1513.60 70 15 505.60 I� :• < �� 503.00 86 II 91 PAD J 60 516.25 o I I 11 495.00 I r I I PAD P - - -� / x - I 1 - - - I- I / ; - I I 492.40 37 \ I lr PAD I g I PAD I PAD I PAD ` , 61 516.25 I 1513.90 b9 76 505.90 I I V) I 1503.30 85 � PAD I Y � - - I` \ �� I- / • a0 I - - off/ : p, t° I I 92 494.60 I mn �": °\I PAD p I _ _ I 491.70 36 PAD I I I °C I 9 62 516.25 I I PAD PAD I I PAD 10,982 SFf , - - 0 514.00 68 � J 77 505.90 I I 502.90 84 93 PAD I 11 494.10 PAD PAD I n N� - - - - �o 491.10 35 63 516.254 PAD ( PAD I I I PAD I - / 1 I o 1513.70 67 78 505-00 502.20 83 PAD I I / PAD I �' �o� I o I 94 493.50 ' I PAD / 64 516.25 I - -/ - - 7 I o I 490.50 34� / ,� P SD s• I / � � I PAD I / PAD /I '. � I PAD I 1513.40 66 12 7� 504.30 I $2 PAD IF / ol/ 501.40 95 493.10 I I I PAD - - - - - 490.20 33 PAD PAD II ` / I PAD PAD 1513.20 65 503180 :' r,. I� 500.90 81 \ 96 492.70 ? X PAD _------- ;� I 14s9.so 32 s- �_M o S ROAD _ I .M PAD 31 ,s, 2�' ": 'ram: :ice:• ,5� - -s2 - �`� ram_ W D: _ l. •�'• - - .•••,•... U7 - - - -.:�:� - SD VAiER - • / I 1 - ' I 103 I I 1489.00 30 104 102 �.105 I 101 99 98 -518 I 106 I 100 97 I cn 108 107 1 PAD 1 PAD PAD PAD \ PAD PAD PAD PAD PAD I PAD ��o. I 110 109 I PAD 513.80 510.80 507.90 505.60 503.30 500.90 498.40 494.8a 491.90 490.201 I / I I II I PAD 516 40 PAD 515.30 f PAD I 1488 60 29 PAD 517.40 I 518.8a -GO -D p -o-SD h� a-SDp ! P_SD-� SD � - - A- sD SD PAD PAD 5ii°a \ 5� MATCHLINE SEE SHEET C6 1 514.30 1 \ PAD 515.70 11 y PAD 517.20 113 1 114 \ \518.70 112 \ VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE j _ 4 IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY / CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER \ IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. \ ' PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF P' I 56 THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION / ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY � o / / ' CONFLICTS ARE IDENTIFIED. 1 CALL 811 AT LEAST 48 1 HOURS BEFORE YOU DIG m w Q 0 z O i= a_ U w 0 z 0 w V U JMm W LU a, U JZQL� � M L d0 00 -0 U _Q1 zJ L. -� cr ) = o U2 WOc:,C� LUT°'z rLrl) W> xot CeN Co z = '' 4 V) LL a 2 n rn �V)��o w^ate z LU z W/1�y� F� N -d LU ro J U VYF•$ S� o� lYaSgj� t%� jt � NA 9 February 2024 C) O 0 Lo ti psi N T- w CD o 0 z U >- 0 LU (V^ LU Y J O � o J U w w F- zcnr., warn m LU O / o z 3 �g Y o �e J C� ~ �00Y U LU Z LU z W Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C14 14 OF 100 GRAPHIC SCALE 0 60 120 1 INCH = 60 FEET (22"x34") 1 INCH = 120 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON MATCHLINE SEE SHEET C5 ��■■��MM==MMpoll.��■ ter. /�� \__4,2-\\ �� \ \ -j - PAD I'Au PAD PAD PAD PAD PAD PAD I \ 1 \ \ 1 \ \ - _ \ 507.90 505.60 503.30 500.90 498.40 494.80 491.90 490.20J '. I / •4,;\ N / \ \ \ _ _ _ + _ + _ + _ + _ + _ + _ + _ + _ + _ + _ + / i I PAD 29 I / 1488.60 1 I/ ( 1 \ I \ \ I a \ a -s-SD- q Pia \ D �D P-SD -SD-� SD a 1 \ I �+ + + + + + + + + + + + 1 5 . . . PAD PAD PAD PAD PAD PAD PAD PAD I :'': I PAD 57.505.10 502.70 500.70 498.40 494.80 491.9490.20 488.10 2 - - _ _ _ _ _ _ _ _9� Fig -/ \ 116 I 1� 7 \ 118 11-9 12,0 / 121 / 122 123 I 489_ _ _ _ _ _ _ _ _ ��\ PAD - - - - 1 I o <�/ \1 \ - 6 \ 1\ \ `\ 1` ! ` - - - - - - - - - 464, 0 0 u Pn ROAD B] s S I PAD is KOA0 BJ '1n/ 487.30 26 ° I AL h v- W �' v _ P�� \ VV \ -�-- - ---- 0 PAD I I PAD 25 / .1 497.00 9 PAD I y;'' 1 486.50 1 )/ / I 1 498 490.00 -\__-________� \ -454- 149f I \Y \ ` 482 PAD I o 970 468 / / / o- PAD \ s \ 478.00 22 4fi4 493. as PAD 10 462 460 �o- \ �•� \ / _ 456 454 I I I ab h / _ - 489.00 \ / 2 - - 452 v q86 � .. .. .. .. .. .. .. .. .. .. PAD PAD I I / I I I / 1 24 480.00 0 478.0a 21 1 / / \ I / - - - - - - - - - - - - / PAD PAD 11 \ / �� - - _ / / / / / �a \ _ _ _ _� -- - - - - - - - _ 6 489.70 488.30 ' \ / PAD / / ��° / / / \ I I . L 10 UTILITY EASEMENT (TYP) / I 1 \ \. / / \ J i \ �� \\P \ 481.60 \ PADaSc �r-490 0 1 I I 49p \ / /I 20 478.00 4�p Z 454 / / � 'I 1 I I .. .. .. -.... .. .. .. / 1 488D40 PAD 12 456_458 + 487.1a C \ '60 45 ,J I JD � z 4 19 PAD 64 / 482 4 468 462 464 4PAD 88- _ 1 / o-� q50 452 / I PAD 485.80 S f oN a / 487.10 PAD 14 \ F \ Q I I 6p\ / n 484.20 \�\-_ �� \ 17 \° 47840 18 a \ // /// / / / \ 4aa \ I 1 0 / \ / /� PAD \ 3 485.80 \ :.7(\ PAD PAD 15 cn \ 481.00 \/ i482.90/ / 6 PAD A�j / \➢\ .. \ \i 2 484.60 I / \ \ PAD 16481.60 / Ogg y PAD 483.40 1 /off � .•` \ / ice/ � OP�j� ,Soo A � e"��\ \ V /� _�✓ � � p/ > WATER L'rt CL R / L w / \ W - -� v i 4az � D / A v v 472 ;66 470 \ .�. \ / I 71 AGF \ - _ L 5 5 -462- 1 \ �V yw 466 SD P VV L S[) HN _ + + \p \ I ETAINING NALL - v7 1c, i \ 1 WASTr.TATI qq gg _�6. c+ -Iems_ LS 2 ,465 462- - o -ERIFICATIOUN07MV ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w 0 z 0 w V � m JLUo a, U JZQL� M L dZ00-0 c rn a � f (aj _rn z J e - = 0 C7 LL'OoC'� LU °' z W>Lo xo+' �N CcN zD C54n Ln LL - z z �n .I- rn �V)w-0o w^ate z LU 00 Z�' tin LUzL M -0 y N -d cr W C fa J 0 F-4 ILL U �YF•$ .d�Olt, jt � NA 9 February 2024 0 00 6 N N L V w L7 0 0 z V > r LU (V ^ Y J o � o U J � to w W � Z (n f+ f LLJ m Uj <(7) �z3 o U Y o .g W J Y Y C7 Ln U �00Y U W Z LUW Z O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C15 15 OF 100 pm d 401 ° I \ d MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON n ° 4 ° 0 ko tD ROADWWWW �� 4 ASTA 47+90.45, 9.16 LW \ FL=514.05 WBK W�T PT STA 47+52.06, 13.50 L ' o7 TC=514.55 p V) 48+00 T STA 48+74.04, 13.50 L FL=514.64 cf) TC=515.14 a L STA 48+60.64, 16.17 L F SS S SS FL=514.56 z A STA 48+01.81, 16.75 L \ TC=515.06 -SS 3� FL/TC=514.14 S -SS-SS- FL=512.71T W- TC=513.21 4 eS% SS - 0 2.29% 4 0'S8% - SD - SD SD- -SD- SD--SD-SD LSD �°I° - SD �6 � 458� 515.2 O.sgo/ 06 z O• 0 $ S T STA 47+77.06, 6.50 L� o i 0 STA 48+49.28 23.76 L FL=513.74 g ® 0 FL/TC=514.45 514.21 TC=514.24 1� o 0 �50 1 I I 3.77% 513.27 Q- 4 A STA 48+09.39, 28.11 L 3,12 515.2$ FL=514.02\° 4 3.75% 513.3 \ o' o0 514.2 A STA 48+41PRC STA 47+58.39'10.39 L SW ADA RAMP o sso a .70, 35.13 L � _ \ - - - - - .SEE DETAIL 2, THIS SHEET `9FL=514.01 TC=513.03 \ ° TC=514.51 \ ' FOR GRADING PLAN ' I o \� I C °\° SE ADA RAMP-------------L PC STA 48 - +12.06, 41.50 L ENTER OF 35' RADIUS CURVE FL=513.76 '~ °j "y� SEE DETAIL 3, THIS SHEET STA 48+74.04, 48.50 L TC-514.26 y r% FOR GRADING PLAN \\' W \ 514.31 a I °W C W I ENTER OF 35' RADIUS CURVE - I 514.3 I STA 48+74.04, 48.50 L ' � /1 I 514.26 ' PC STA 48+39.04, 48.53 L 14.18 I ' FL=513.75 L=513.62 I ' TC=514.25 < TC=514.120 I ' I � I ILL I I d ROAD BK x ROAD BM INTERSECTION Eno SD SD SD SD SL% 1 1 FL/TC=514.41 1 1 1 I I ROAD BK x ROAD BM SW RAMP DETAIL 1"=5' PC STA 47+66.31, 6.50 L FL=513.40 TC=513.90 2.26% 3.16 %- ■ 1 ■ ■ ■ ■ - SS- -SS SS FL= 514.10 TC= 514.60 SD ' -SD -SD- o°I° - SD SD \ SD 0 \ SD ' FL/TC=514.14 /r FL/TC-514.13 LANDING moo\ ` 514.69 %pl q�11 0 0 \ \ 151 ' 514.80 ' / 514.76 a a i i a / 7 ■ ■ 3 ROAD BK x ROAD BM SE RAMP DETAIL 1"=5' KEY MAP RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U u1 0 z 0 cn w ff U � m JLUoco a, U JZQL� � M L d o 00 -0 c M L 6 -3: zJ2 o -zzI-C) 0) cr � o C7 to W0�� LU� rn Z LU>Lo xo+' �N m Z=xoc+n U-) fo LL a 2 n rn Lh-0o u� w^ate z LU Lor., cn IWO z LLJ � F y N -d Z6 a LLI c: ra J_ = U YF•$ S� of jt 46 13�1�� NA 9 February 2024 0 0 0 0 Lo Q~ N w Z z _0 0 Q U) zZo 0 � P-1 >w CL > J o o U U J �, N w z F � ,-, o zLn m w w x< co OUz� H (D g o0 Y g of w J 0 Y Y C7 Ln U �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C16 16 OF 100 ipmm� F i i i i i i i l Ao 40 �W - v7 1' - I 11 S C/) MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON W W W - ROAD C STA 45+94.05 6.50 L W _BK W+11.81, 6.51 L FL=506.25WW W9 TC=506.75 9 - - 4.17% q I Z A STA 45+28.80, 16.75 L 29oj FL/TC=503.281 � - 4g -SS SS SS S I �0 4.17 /o �� S, � � -) 5 S .3 4'35% �� z A STA 45+69.30, 16.75 L 1�0 RC STA 46+19.72, 10.39 L A STA 45+80.17, 9.31 L'4g3� SD FL/TC=505.16 o� FL=507.25 FL=505.66 ° �� SD SD 1 508.0 3a TC=507.75 TC=506.16 ho 'J`p' 1 508.13 4.190/o 507.0 3. 5° 4 4.19% 507.0$ - - .18% Ilmrm�C STA 46+26.05, 13.50 L -� FL=507.49 1 TC=507.99 6d� -SS- ao10 1 a A STA 4$+17.45, 9.16 L -SS- ao10 1 a A STA 4$+17.45, 9.16 L FL=503.07 W V W TC=503.57 i T STA 45+04.05, 6.50 L - FL=502.50 C STA 44+93.30, 6.50 L TC=503.YL=502.05 v�C=502.554.19%?0' SS 4 2 % 4.19% a0 SD PRC STA 44+85.39, 10.39 L S 2 503.00, FL=501.64 g2So TC=502.14 3 6$% 4.52% 4.54% PT STA 44+79 05 13 50 L o y o , 1 1 1 U 1\ 1 \ 1 1 \\ I \ SW ADA RAMP sa`D 503.08 FL=501.31 I / SE ADA RAMP TC=501.81 - - - - - - _ SEE DETAIL 2, THIS SHEET U, o / SEE DETAIL 3, THIS SHEET FOR GRADING PLAN 4 A STA 45+61.72, 28.11 L o ry ;j o �, } �o FOR GRADING PLAN FL=504.39 °\° 1------------ CENTER OF 35 RADIUS CURVE TC-504.$9 ° N �., o\° 4 A STA 45+36.38, 28.11 L STA 45+94.05, 41.50 L \ \ M o � % FL=503.67 `v /� TC=504.17 I o o I C STA 45+39.05, 41.50 L FL=503.70 i TC=504.20 o ' 504.86 50473 °O� co 1 � PT STA 45+59.05, 41.50 L I 504.13 I FL=503.69 TC=504.19 I I to o f C STA 45+59.05, 59.25 L a o\° FL--503.41 TC=503.91 I I ti j 0) 1C) PT STA 45+66.09, 73.50 L o\� FL=503.12 RC STA 45+62.95, 67.17 L 0� ° TC=503.62 '� FL=503.23 TC-503 73 I 20 I I � I W '�- -I I I I ss -�-- I rj_*' ROAD BK x ROAD BN INTERSECTION (n � S SSSS -SS- -SS SS SS FL=505.54 S TC=506.04 3: 1 SD SD SD SID S9)o 1 � SD SD ggSFL/TC=505.19 1 1 o I1 1 506.65 D°o 1 FL/TC=505.12 1 FL=504.91 / Sl poo �o TC=505.41 k 506.72 `S�0 RAMP o\o ° �1 � S RAMP 1olo 86 pp°\° ° �O• 1 IN, IV 1 l LANDING 506.07 DS° o\° 505.95 1 1 6' 1 506.00 � o o RAMP 1 505.07 504.99 W I ROAD BK x ROAD BN SW RAMP DETAIL 2 1"-5' 1"=10' ENTER OF 35' RADIUS CURVE STA 45+04.05, 41.50 L 00 00 • r i OEM, Ss -Ss �S SS SS SS - FL=503.29 TC=503.79 1 SD -SD- SD 3D oRi - SD SD-SD-SD-1 1 - 0�0 1 FL/TC=503.31 ,Lpo\o c� n ' tipo` 503.55 FL=503.63 \0 TC=504.13 c0& L cl o RAMP � 1 D�\o �h 6• 503.60 503.61 LANDING 1 'r ° LANDING 503.65 oho o\°o �i'i / 503.73 ROAD BK x ROAD BN SE RAMP DETAIL 1"-5' KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING ACRONYMS BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 Z O w of U � m rono JLUo m U JZQLn� � M L d o 00 -0 c M " Z cr � o Cg7 to W0�� LU�°'z LU>Lo xo+' �N m Z = Xc V) LL 2 n �V)�-0o u� n w^aV_ z LU � cn vii LU Lr) Fo _0 (Dr-4 -d cr LLI c: ra J 0 U U YF•$ S� of46 jt is S NA 9 February 2024 0 0 0 Lo Q~ 0 N Q w Z z _0 0 Q U) zZo O LU J^ >w CL > J O O U U J �, N w z F- (.!} O Ln Z v, � w w U 2 j� co a� 0z� z I -I � Y g o O Y o �e J C� ~ H- �Ln 00Y 0 w Z w w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C17 17 OF 100 1 1 D 522.53 522.60 1- - 1 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON J ° dd d p d , _ ............ - p d p a \ d � n \ C STA 81+13.37, 13.50 R \� FL=522.18 _ '1 F00 TC=522.68 � _ w � A STA 81+26.76, 16.16 R _ _ 1 I FL=521.72 _- W z A STA 81+85.62, 23.75 R TC=522.22 FL/TC=520.16 CAI � V - - 3.35% __ OI - g A STA 81+38.11, 23.75 R I I �z FL/TC=521.34 522.74 3.40% _ -SD- I D_ _ - -Su- 3.05% a p ° I 4 A STA 81+78.03, 35.11 R 3.73% I FL=520.30� �, TC=520.80 \ Tioo q A STA 81+45.70, 35.13 R 522.82 ell FL=520.94 I o TC=52144 I cI SSA ROADBp _ -- cf) 1 q A STA 81+96.97, 16.16 R - FL= 519.70 o W \I TC=520.20 I .., � w _ T STA 82+ 10.37, 13.50 R 1 � W WFFL=519.07 �WSW C=519.57 DI�� ■ �o ■ SW ADA RAM I? '��, 520 1 SEE DETAIL 2 THIS SHEET `9AS° °o o FOR GRADING PLAN ° 521.30 j � 00 of .I 1 1 521.38 0 \ v, o I ENTER OF 35' RADIUS CURVE \ $ o I 1 STA 81+13.37, 48.50 R a 20.88 5 I\ 520.96 II \ PT STA 81+48.37, 48.50 R FL=520.32 - TC=520.82 I I I - W - w C co 0 / A 65°l0 p d d vi /d d 1 a ° ;C1 ° 520.0/� p � p o , ° - pa 3 .01 °col° i -- 519.71 1 �� RD 20.10 RD 0 1 h N J SE ADA RAMP / 1 SEE DETAIL 3, THIS SHEET / FOR GRADING PLAN / 520.60 / / 1 +-I N I / 520.74 520.82 I l � � J PC STA 81+75.37, 48.50 R ENTER OF 35' RADIUS CURVE FL=520.18 STA 82+10.37, 48.50 R , TC=520.68 ROAD BP x ROAD BJ INTERSECTION ♦ _-SD--_1LSD- _ -SD- - � 1 _ -SD- - ` I FL/TC= 521.38 �1 � I ' 1.68 'Z�° I FL/TC=521.31 �0 1 0 RAMP ,moo\o g1� LANDING ° 1 ° 521.61 ROAD BP x ROAD BJ SW RAMP DETAIL 1"=5' 1 1 1 1 1 1 1 ■ 1 FL/TC=520.12 FL/TC=520.19 A 5/� 519.63 a 1 �1 1 or i I I ROAD BP x ROAD BJ SE RAMP DETAIL 1"=5' KEY MAP RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. GRADING ACRONYMS BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 z 0 a U W in Z O cn LU of U m M JEDo rn JZQ�� M L dJ00-0 r� r- M L V O0 Q ro ro zoo Z2 L. C) cr 2 � o C7 to W0�cr� LU - rn Z LU � � xo t �N Cc lllP Z IX0c+n Ln fo � a 2 n rn � V) 'cs w^ate zLU Z� cv W'-1�'� F y N -d LU C J - U �YF•$ S� of �Po��s jt ,6 is NA 9 February 2024 0 0 0 0 Lo Q~ 0 � N Q � 0 z w Z z _0 0 Q > zZo 0 � ^ >w CL > J O O U U J �, N LU z F- (f } Z Ln LU x< co 0z� H(D U g o O Y w J O Y Y C7 Ln v �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C18 18 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 516.98 1 � 1 517.01 516.90 1 0' 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■ ■ �,■ ■ ■ ■ ■ ■ , 1 / / LANDING 1 FL=515.50 TC= 516.00 14.90 � 1 Sp' ° � 43i 1 0 I I \� RAMP �o I rn 514.98 �° RC STA 82+89.48, 66.78 L I I I 1 a FL-513.75 I •s � � I I 516.93 �o� 1 PT STA 82+86.72, 73.50 L-/ TC=514.25 o r, I a III 1 1 a 1 TC=514.13 r, �6o C STA 82+92.97, 59.00 L I 16 FL=513.94 I 1 a 0\0 1 o TC=514.44 FL/TC=515.66 1 rj Ln N N I ENTER OF 35' RADIUS CURVE 11 J �,ti0 1 co;a STA 83+47.93, 41.50 L I I o a 1 � C STA 83+12.93, 41.50 L 11 1 O FL=514.24 TC=514.74 °� FL/TC=515.72 1 1 514.$8 �o\o 1 PT STA 82+92.93, 41.50 L� o �� 1 1 1 CENTER OF 35' RADIUS CURVE FL=514.24 ° I 4 � \ 1 STA 82+57.93, 41.50 L TC=514.74 514.$ E ADA RAMP _ _ - - -� - � FL=515.93 � ' 516.45 *\N SS SEE DETAIL 3, THIS SHEET - - - - - I TC=516.43 � S o 516.37 .r' �j FOR GRADING PLAN 1 , � , a� °tea � p I � 9 PT STA 83+72.98, 13.50 L - SS SS 1 ,� I o FL=511.51 1 1 -- l � �n , SS i NW ADA RAMP V t+i / �n a TC=512.01 S� �S - - 1 SEE DETAIL 2, THIS SHEET / I I - ■ ■ F ■ F Elm FOR GRADING PLA513.29 N ` a p STA 82+90.27, 28.11 L ?o�O _ _ 1 FL=515.14 4.680% o ° TC=515.64 0�4.60°% 4.6b /o 1 � ° �� O J� ' A STA 83+15.59, 28.11 L ° 3.$3/o 1 = FL=514.13 Q PT STA 83+47.93, 6.50 L 513.21 517.92 TC=514.63 0 FL=512.79 o . 1 517.92 TC=51329 � � p5°� lolo � o 0 5178b A STA 83+23.1$, 16.75 L O 4•S9, cyo� . 4.34% 1 z FL/TC-513.86 .�h �`0 4.58% 4�% 517.$6 4 ° a A STA 82+71 FL2, 516 09 �`�? 0, z A STA 82+82.68, 16.75 L .� 4 S,3oo, o + - olo FL/TC=515.69 SS 4.51% 4.48 /o RC STA 82 32.27, 10.40 L TC-516.59 g �.� � SS 2 FL=517.99 �`� I S- 4 AS TA 83+34.54, 9.16 L 6% TC=518.49 59� �lo i SS o FL=520.30 _ � SS + o TC=520.80 _ ■ 3. �5� 3 2,30 4.56% /� SS �� SS ,� � I ch 4._56° o/ � �S C STA 82+57.93, 6.50 L. -3+d0 FL=516.90 13 PC STA 82+25.93 13.50 L T STA 82+40.18 TC=517.406.50 L - DRo 1 FL=518.22 - FL=517.71 V) TC=518.72 TC=518.21 � 7T W � v� W W � W�� W -WT--W i a PC STA 83+58.62, 6.50 L = --- FL=512.31 TC=512.81 PRC STA 83+66.56, 10.38 L FL=511.87 TC=512.37 d d a d Q a c ° 1 a d _ d d p - d °a ^ a a a Ll d - i a d a a a a ° UNION ■ 1 dd d 40 a d a G d O d - � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w p d ROAD BP x ROAD BM INTERSECTION 12.15 ; / ., ROAn RP x ROAn RM NVA/ RAMP nFTATI 4 � a a d d o - V,- 10. 1"=5' ° ° \ \ _ /-514.16 �S 1 0/ � •O' 514.11 1 00 o yt 513.74 .g LANDING- 514.08 015, ° 1 514.03 0\° RAMP 1 l o -".S60 � sssQ /`°� LANDING 514.06 FL=514.03 ° "�� S 0 0 (TC=514.53 160 1 RAMP 513.66 514.01 1 1 FL/TC=513.89 SSo 1� 1 FL TC=513.82 296/ / 0 FL=513.66 TC=514.16 �SS�SS�SS�SS� ,V-- --T ASS 'I 1 1 1 1 ROAD BP x ROAD BM NE RAMP DETAIL 1"=5' KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 z 0 cn w of U V m Jwo rono M U J z Ln � M L d o 00 -0 V o Q 2 Z2 o3 -� cr � o CD C7 to W0ccr� LU rn Z W> [2) xot �N m N Z=x0-) LL a 2 n rn � V) 'cs w^ate zZLU op �v W'-' a N -a w J 0 U U �YF•$ S� S�j ov WA46 jt is NA 9 February 2024 0 0 0 0 Lo Q~ 0 N Q T w Z z _0 0 Q U) zZo O � 1-4^ LU J CL > J o o U U J �, N w z F� (.!} ,-, o � Z � M w w x< co z u /��••� 1�1 Y 1--1 0 V Y J O Ln 0 ~ �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C19 19 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY WASHINGTON T STA 71+05.50, 40.65 L / / I _ FL=501.20 ' I TC=501.70 SS I I / 501.8 / I 501.76 I CD� \ PRC STA 71+66.56, 10.39 L ° o / \ FL=501.22 D TC=501.72 � �y° ° //� I o L0 _ I ' PC STA 71+58.64, 6.50 L PC STA 71+40.75, 13.50 R d G2j FL=501.28 FL=501.35 a I / 00 ' TC=501.78 'R TC=501.85 I ' 0 o / ENTER OF 35' RADIUS CURVE CENTER OF 35' RADIUS CURVE f rr �rn 01-86 ' STA 71+40.49, 41.59 L / 0 501.94 I STA 71+40.75, 4$.50 R ' \ / ' STA 71+40.22 6.60 L \� FL=501.37 ' v} o TC=501.87 I ON 4 A STA 71+27.41, 16.14 R NW ADA RAM / s I N �I p FL _500.54 ' SEE DETAIL 2 THIS SHEET O 4 A STA 71+27.12, 9.25 Lto ° i TC-501.04 _ _ _ _ _ _ j FOR GRADING PLAN / FL=502.23 z ° \ SEE DETAM3, THIS SHEET 7 / TC=502.73 6 V) \ FOR GRADING PLAN o / y U PRC STA 71+09.51, 67.15 R 0)' / °\° o FL=497.30 o� cf) o° TC=497.80 L 6.73 5.27% 5.23% / - I - - - 497.45 .65 5.11% 5.23% 8.00% \ / Q 8.04% 479.37 2 g RC STA 71+08.44, 67.02 L A STA 71+08.4F , 27.61 L / 0 ' J 6o FL=505.86 503 65 .�s �� I 4 PC STA 71+05.67, 59.20 R �. TC=504.12 O• I TC=506.36 Q- SSo FL=497.92 c/) �>01 TC=498.42 �4% , 2% A STA 71+15AST71+16.09, 23.67R 5.8% �ro. I FL/TC=499.98 �� 6.85% 3 ' S-1g ^- - - ° 140/0 SS- - SAS/ FL/TC=503.03 SS- ° 5 olo SS C STA 71+11.27 73.50 L 5.23 /° / 3 A STA 71+08.4$ 34.94 R� 70o�O 6.85°/a ��9 ' FL=506.09 C STA 71+05.50, 40.65 L 4 ' T STA 71+04.90, 58.99 L FL=499.45 PT STA 71+12.57, 73.50 R FL=505 TC=506.59 _ FL=504.b1 - - - + CD_ TC=499.95 ' �- +oU - .57 TC=505.11 - � �- - - _ FL=496.$1 TC=506.07 PT STA 71+05.75, 48.26 R TC=497.31 - /N /M M ROADBP I FL=498.67 M M M TC=499.17 -M M M- / W N �W N i I U) W W W W W I r mll SDI I 41*11 �� ROAD BP x ROAD BN INTERSECTION 1 1 / i 1 / 504.15 ' 505.13 ' - - RAMP OI 1 � 1 ' 505.05 1 1 / 503.16 --- 1 0 a r� 504.08 /� RAMP O / 4 / ° 504.03 r LANDIV 'pp O %o RAMP spo / Sp/ 504.1000 jF o of / 1" = 10' k5W 03.09 ly it FL/TC= 502.98 �gN �o�o FL/TC=503.07 FL=503.72 / / / 3;: TC=504.22 o w IIIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIN F , RnAn RP x RnAn RN NW RAMP nFTATI 1"=5' 1 1 /1 1 FL=502.75 TC=503.25 ' 1 1 1 FL=500.41 \ /°�o TC=500.91 500.56 3.1-0/1 Jo cp 1 C) ' FL/TC=500.02 - 1 N FL/TC=499.93 V ,` r 500.61 ' 1� 500.56 LAND ING\ 499.53 g'aDi RAMP 0 0 500.51 �o q n 499.45 FL=499.72 gp)� TC= 500.22 o, KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w 0 z 0 cn w of U � m Jrono LU0 JZQL� M L d o 00 -0 r- m r6 o Z J 2 L. c) cr � o (7 to W0�cr� LU � d' z LU>Lo xo+' �N m Z = Xc (!) fo LL a 2 n rn �qV)�o w^ate zLU Z00LU v (Dr-4 -d LU J 0 U �YF•$ S� of jt 46 is NA 9 February 2024 0 0 0 0 Lo Q~ 0 N w Z z _0 0 Q U) zZo O � ^L >w > C> J O o U U J Ln ^' w z F� (f} Ln Z Ln w U �j co Q �z� z9 Y Y J O Ln 0 ~ H- �00Y 0 w Z LLI z w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. czo 20 OF 100 / d a CENTER OF 35' RADIUS CURVE o\o MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON U, I T STA 88+23.73 41.49 L FL=489.96 I / ^ � STA 87+8$.76, 41.50 L o TC=490.46 ,y ;10 I 011� U� I NW ADA RAM SEE DETAIL 2, THIS SHEET I °\° FOR GRADING PLAN 0 E89.63 SD 90.02 CO // 0 4 A STA 88+21.07, 28.11 L CO c nFL=489.79 a ° - ° 1 TC=490.29 1.55% 'y' '-° 89.56 0.95% 489.8 0.90°/O �s ��-i S- SS - PC STA 87+b3.82, 13.50 L ' FL=489.00 3 cNn / TC=489.50 1.0RC STA 87+70.15, 10.39 L' p/ N 3� FL=488.92 1� TC=489.42 3�5°I° ' SS ss ss- 9%- SS ss ss s- _ss 12� 0'28% 2.58 g0olo Z p STA 88+13.49, 16.75 L D 3 ' c�/� 11 0 0.28% 2 55% FL/TC=489.61 PT STA 87+78.07, 6.50 L a A STA 88+02.14, 9.17 L / ■ - - �/ FL=488.91 - PC STA 87+88.76, 6.50 L _ FL=489.23 ' TC=489.41 FL=488.88 S8S8+Q0 TC=489.73- TC=489.38 I t W W W W � ROAD BP I4 ASTA 88+02.10,16.16R_W n cn ca_ I / \ �FL=489.05 I I ■) PC STA 87+88.69, 13.62 R ° d A a FL=488.88 - a TC=489.38 ■ ■- RD RD ■ ■ ■ r 0 .m 1.24o, SD 1.25% 489.4 1.3� 9 89.52 - RD i SD TC=489.55 Q 1�U (/)SbSD .Sri I I0 � z A STA 88+13.47, 23.75 R rvoo 5 ��o FL/TC=489.24 c� I Lw__ a�3 4 A STA 88+21.06, 35.11 R- W FL=489.30 TC=489.80 SW ADA RAMP 489.11J SEE DETAIL 3, THIS SHEET I rea-16' U)-00 FOR GRADING PLAN o re) I CENTER OF 35' RADIUS CURVE STA 87+88.69, 48.50 R M M M NINE NINE a c I I 489.88 489•8 T STA 88+23.73 48.51 R FL=489.24 I TC=489.74 I I c I or ROAD BK x ROAD BP INTERSECTION 1"=10' ' who.- I M NINE p ♦ / C/) ■ / o ■ ' 489.98 ' 489.93 0 ' 4 .140/0 V) ' LANDING ° °\° FL=489.69 ' 1 a a ° 000 �bp\o > 0)/ TC=490.19 ' ' a 489.95 RAMP,% _> ' 489.89 FL/TC=489.63 ' ° N ,10 0 �3 FL/TC=4$9.58 ■ 4ti0 ■ 'S SS sS s SS SS _ss Ss--*1 FL=489.46 TC=489.96 I o , 2 ROAD BK x ROAD BP NW RAMP DETAIL 1"=5' 1 1 1 1 1 1 1 ■ ■ ■ ■ I/ ■ ■ ■ ■ ■ I ROAD BK x ROAD BP SW RAMP DETAIL V-5' MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION 1 NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. ) PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O H a U w 0 z O cn w ff U � m J LU o a, U JZQLn rn L • d 4O 00 -0 c M L (a z J o 3 C) cr 2 ceo0to 7EIM m >- LA )W0C�� W °' z w >Lrio� �N Co z=xOc+n �L LL a � - z z n �V}��o u� w^ate zLU Z�v LU " LQ .F a y N -d Z6 a W c: ra J 0 U U KY F . jt 46 is NA 9 February 2024 0 0 0 0 LO Q~ 0 N 6i Z z p O U Q > zZo O � ^L >w > C> J O O U U J Ln ^' w z F� (f } ,-, o Z z�� w w 0 (3 2: tm a� 0z� z Y Y o �e J 0 ~ H- �Ln 00Y U w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C21 21 of lao 40' s° - 7 I s° I � � I 1 I I \1 1 FL=518.56 1 1 TC=519.06 FL/TC=518.53 1 1 1 1 1 1 1 1 ■ m ow \_- SS SS \ SS ------ SS 1 FL/TC= 518.09 J ,y�� \ 1\ 1 103 FL=518.04 tv pn \ \ TC=518.54 \ � 1 ROAD BJ x ALLEY INTERSECTION �mmNMI#♦ FL=488.69 o TC=489.19 cn Ic o I I 1 ^ FL/TC=488.70cn 1 i `/) 1 1 c 1 o 1 / I 0 / N / 0 1 489.13 489.06 / U) CD1.50% / + 11 I � R I 1. can 1 I cs sue- 1 ° FL/TC=488.49 I ' I FL=488.47 489.10 489.03 co TC=4$8.97 � I , � I I p� I■ Z ROAD BK x ALLEY INTERSECTION 1" = 5' ■ �/� \� ` m d / ° � R d d \ FL-516.86 C STA 103+30.51, 13.50 R ' \ TC=517.36 FL=516.71 I \� Rp a \ TC=517.21 d 517.50 t cn RC STA 103 40 43 17 65 R zi° 517.33 517.15 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I I� 489.32 489.25 I of off° 489.29 O ° o 1 1 489.21 1 1 c 1 -SD SDSD�coSD* 11 aIF00 uIrl- 1 o 0 a � 4 a 1 � a 1 , 1 S 517.26 FL=516.44 N TC=516.94 N N O o d -SD- -- _QS- CC STA 103+84.91, 24.54 R FL=515.54 517.03 TC=516.04 CC STA F103+50.95, 24.54 R � \ \ L=516.12 ,9 TC= 516.62 2 A STA 103+67.93, 27.85 R T FL/TC=515.81 FL=515.95 �60 TC=516.45 / FL/TC=515.93 w \ 1.11 FL/TC=515.60 Q 516.29 \ \ o FL/TC=515.67 o�o � o\ � �� FL=515.57 031 ho o TC=516.07 1.09% �5 SD c11 / PRC STA 103+95.34, 17.58 f FL=515.46 TC=515.96 104+uu X 1 T STA 104+05.42, 13.50 R FL=515.36 TC=515.86 1 j� FL=515 21 oho TC=515.71 515.93 515.77 a/ 1 516.0. 1 Ago 1 0lei N 515.85 516.02 1 516.36 \ 0 4S & 51b.15 5� xa9 , � o 516.09 1 \ 0 I 0.82%Ln 0.71% �- ss 516.23 516.17 3 ROAD BJ KNUCKLE 1"=10' KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING NOTES GRADING ACRONYMS 1. SPOT ELEVATIONS SHOWN ARE FOR BC = BOTTOM OF CURB FINISHED GRADE ELEVATIONS UNLESS TC = TOP OF CURB OTHERWISE SPECIFIED. EG = EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL ME = MATCH EXISTING GRADE REFERENCE. GRADING SHALL BE PER SPOT BW = BOTTOM OF WALL ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' LP = LOW POINT ABOVE BOTTOM OF CURB, UNLESS FF = FINISH FLOOR OTHERWISE NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF CR = CENTER OF ROAD ELEVATION 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w 0 z 0 cn w fr U � m J LU o co U JZQLn� M L d 42 00 -0 C rn Z J O 3 2 - O c) CC � o0' LL'Ooa' LU � d' z LU>Lo xo+' �N m z=XC54n (!) LL a 2 n rn �qLn�o u� n w^ate z LU op z m LU y N -d LU J_ 0 U U �YF•$ S� of 1W 46 is NA 9 February 2024 O o0 0 Lo Q~ 0 N w Z z 0 O U Q > zZo O � ^L >w > C> J O O U U o J �N w z F- (f } Z Ln LUU � j m Q 9 < oz3 z Y Y ��g ir J O Ln C7 ~ H- �00Y U W Z LU Z LU O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C22 22 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON / I IAl- s A STA 127+13.26, 28.18 L ROAD BJ � FL=502.01- 1 TC=502.51 107+00 PC STA 127+15.89 41.61 L -W-----W---W 1 FL=503.29 TC=503.79 I 4 0 STA 127+13.23, 35.11 R PT STA 127+15.90, 48.50 RI FL-497.73 / 7.91% 9.29% TC=499.22 TC=498.23 _ -S - - ' 504.4 / 7.91 % 11 982o z A STA 127+05.64, 23.75 R 7.20% 16°j �i I FL/TC=499.35 �- z A STA 127+05.68, 16.79 L Gslp 7.31% 9$.29 \ 504.54 g 4 /o& �o I ■ , 11.50°/ p �O FL/TC=501.12 ,Q� �I° / SE ADA RAMP --- SEE DETAIL 2, THIS SHEET FOR GRADING PLAN \ PT STA 126+80.89, 6.50 L� O / FL=499.45 1 / TC=499.95 1 / PC STA 126+70.78, 6.53 L I ::�E s' 0 $ 4 490/0 98.37 1 1 a 0 STA 126+94.29, 16.16 R FL=499.54� a 9 TC=500.04 3 A STA 126+94.31, 9.17 L I FL=500.33 I TC=500.83 '�-SE ADA RAMP SEE DETAIL 3, THIS SHEET I FOR GRADING PLAN ON Uj h o ^� 9 ci I I I 500.01 500.09 / I o co W a co Ln I � M M I . / 1 FL=499.01 0 o I I I ' T=4.5I r`r', M CENTER OF 35' RADIUS CURVE / C991 STA 126+80.89, 41.50 L 1 4F / 1� 1 503.44 \ �1 1 � 1 5 1 � 1 � � 1 � 1 � 1/ O ��, o � co1 I o\ / RC STA 126+63.38, 10.30 L 498.65 �)/�� FL=498.53 498.73 I � TC=499.03 �T STA 126+57.19, 13.50 L FL=498.09 / TC=498.59 i 1 FL/TC=501.17 FL/TC=501.09 m9 ROAD BJ x ROAD BH SW RAMP DETAIL 1"-5' 1 1 1 1 PC STA 126+80.90, 13.50 R FL=499.45 1 TC=499.95 CENTER OF 35' RADIUS CURVE I I II STA 126+80.90, 48.50 R 1 I l 41 1 1 1 1 1 I � 1 II I / , I M M Omsk*, 1"=5' ,qm M MMOEM ♦ I i i I i II /� H SE RAMP DETAIL KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. L : ►lei : • ► V BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 z 0 cn w of V � m JLUom rn JZQLn� M L • d 4-J0 00 -0 r- M L O Q 2 z � � Z:2 o3 cr � o C7 W0�� DIM�N LU� rn Z W>�0 m z=x0V L.L d i 2 n rn �V)�-0o w^ate zwop rl-� U Lr) (o -0 (Dr-4 -d LU J 0 U KYF•$ S� of �Po��s jt 46 is NA 9 February 2024 0 0 0 0 Lo Q~ 0 N w Z z 0 0 U Q > tl zZo O H C^ >w L > J o o U CD 0 J �, N w z � (f } ,-, o ZW w w 0 �Q, co 0z� H � g o 0 Y w J 0 Y Y 0 Ln v �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C23 23 OF 100 I I 1 CENTER OF 35' RADIUS CURVE STA 109+08.95, 41.50 L 1 I 1 NW ADA RAMP I SEE DETAIL 2, THIS SHEET FOR GRADING RD PLAN RDp RD RD RD R 1 ,� 88.61 88.12 a 1.94%0 5 7.7g% 88.53 1.79% 1 PC `-_ STA 108+83.95, 13.50 L FL=487.98 32�j PC STA 109+08.95, 6.50 L 88.09 1- TC=488.48 ° FL=487.22 - TC=487.72 3g2/ �Sg/ 1-Ss - ss-- SS \� 2.70% 1.110/0 I PRC STA 108+90.28, 10.39 FL=487.73 0 149% TC=488.23 1 \ PT STA 108+98.19, 6.50 L 109+00 , 4 L STA 109+41.28, 28.11 L N �FL=487.62 TC=488.12 o- W 0 CD v7 cni �S 6°t° 2 A STA 109+33.69, 16.75 L / 01 SsSS FL/TC=487.15 4 A STA 109+22.34, 9.16 L > FL=487.077 TC=487.57 1 O 1 FL=487.51 �- 0 C= �_ w- T488.01 ROAD BJ � � 1 w- W_ I W- w- ---r-� w PC STA 109+10.12, 13.50 R _ FL=487.22 SE) TC=487.72 0 31 d /a o , / d 487 a a d a a MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I u7 488.5 I 1 I 88.49 T STA 109+43.94, 41.50 L FL=487.90 TC=488.40 � , I G ";�'yo.v az as I o\° a � (n ww w Q a A STA 109+22.83, 15.89 R /cn FL=487.26 rn TC=487.76 SDI / °I9 o SD" �n I - \� p -2A STA 109+33.80, 22.72 R FL/TC=487.26 8/° / \-SS / 487.85 \ SS 4 A STA 109+41.54, 33.07 R FL=487.13 / so\ TC=487.63 -- - - - - - - - - - - - - - - - - - - - - - SW ADA RAMP o \ '-W SEE DETAIL 3, THIS SHEET I 1/ FOR GRADING PLAN n \ 0 CENTER OF 35' RADIUS CURVE \ o cp I I STA 126+80.89, 41.50 L \ o o 0 o \ \ o� 0 1 T STA 109+45.00, 45.53 R 1 \ a o FL=487.02 487.64 TC-487.52 ' I 87.58 \ I I ROAD BK x ROAD BJ INTERSECTION 1" = 10' 1 I *00�mmmmm 7 At* I / KEY MAP 487.90 a ° RD RD 1 487.85 I 487.85 1 °I� �o FL=487.49 1 O • CA-/ LANDING TC=487.99 Li U)1 0 1.30% ��" .�S/\° Li 1 487.80 RAMP N 1 ° a S9So 0 o a` FL� C=487.20 1 1 0 4 0 °Oo, •�- 1 �: o ti° 0 f FL=487.08 TC=487.58 $0�0 ,LO 0 c� FL/TC=487.12 ' �olo U) 01 , go ROAD BK x ROAD BJ NW RAMP DETAIL Z 1"=5' M L 4 °s SDI � \ SD ---� SD SD SD f 487.61 \ 1 0 FL/TC=487.28 1 a\ 487.32 0 a'o - 8 \ o .iz>/ Q(9 FL/TC=487.24 4 RAMP S% \ r 487.68 F 487.40 1 0 LANDING 487.28 O_ \ L S� NY* \ �o 487.36 �, RAMP o 1 5 p 487.51 487.59 cn , a ROAD BK x ROAD BJ SW RAMP DETAIL 1"=5' MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U u1 0 z 0 cn w CE U � m J rono LU o a, U JZQLn� rn 0 rn a2co-0 C m �6 o zJ2 o3 -zzI-c) cr 2) ceo0� W0's�� LU� rn Z L U > ,r x +, 0�N m Z=xoc+n V? fo L a = 2 n rn iIIII...q V) 'cs w^ate zZLU op rl-v LU'-'Lr) (o 0 (Dr-4 -d Z6 a LLI c: ra J 0 U U AY F . S� of46 .d�O��,s jt is NA 9 February 2024 0 0 Lo Q~ N Q � Lei Z z _0 0 Q U) zZo 0 � ^L >W > C> J O o U U o J �N w z � F- � (f } Z Ln w x< co z 9 �z3 H (D � g o U Y �.g ir J O �e � 0 ~ �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C24 24 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I CENTER OF 35' RADIUS CURVE STA 91+48.50, 48.50 L / 483.77 \ 83.85 E ADA RAMP ' I PC STA 91+13.50, 48.50 L �cP\ \ RD SEE DETAIL 2 THIS SHEET FZ� FL-483.21 ' d,� FOR GRADING PLAN TC=483.71 a' 81.32 � \ •gyp � � - ° � �o ■ I 1 \ \ .6 10 ° / V lJ� ■ a A STA 91+16.16, 35.11 L 9pa m 0 /o FL=482.37 a / 381.24 J TC=482.87 5 6g°b ' \ 0 0.36% �z ■ 4 _% 5 T STA 91+48.50, 13.50 L c� FL=480.68 ■ TC=481.18 A STA 91+23.75, 23.75 L \ 1 /C6 FL/TC=481.95 ' a \ � S A STA 91+35.11, 16.16 L FL=481.45 PT STA 91+48.50, 13.50 R TC=481.95 1-1 FL=480.82 ' 44 4 A STA 91+35.11 16.16 R / ��0°�° 81'38 ° ° L/ / / / FL=481.09 SO c�o�o �O ' TC=481.59 81.46 1 C\° A STA 91+23.75, 23.75 R o) ' FL/TC=481.07 O / x / / R � oll ■ / \ / SE ADA RAMP ■ SEE DETAIL 3, THIS SHEET ' \ ° / o / FOR GRADING PLAN ' N � I A STA 91+16.16 3 5. 11 R ' ' FL=480.79 \ / TC=481.29 ` ■ \ O % CENTER OF 35' RADIUS CURVE STA 91+48.50, 48.50 R ' \ •co rno 0 81.04 \ ' � 1 \ \ ° PC STA 91+13.50, 48.50 R 80.96 \ ' ' \ FL=480.40 \ \ J'� TC=480.90 \ ' ■ / \ \<4�� \ ■ \ !L I \\ cp \ \ 1 _ - Nor- -ROAD BK x ROAD BR INTERSECTION 1" = 10' r� 1 483.38 /-482.34 FL/TC=481.99 ■ ■ ■ ■ ■ FL/TC=481.91 ' ■ ■ ■ ROAD BK x ROAD BJ NE RAMP DETAIL 1"-5' 481.31 ■ Sp sp% ■ FL/TC=481.10 481.26 / P RAMP 481.39 ■ ■ -lv ■ ■ / 8\10 b 4Q°o ■ 1 /ry 1- ,�, o / ■/ FL/TC=481.04 RAMP o / °\ 481.31 , ' 0 400 LANDING ' 481.20 1, 0 ■ '\ 481.25 ' 0 0 1 �I ■ �; RAMP L:n:' I `-' ■ 14 � I 1.50% � 481.07 5.0' 481.14 Maim f m m m I ROAD BK x ROAD BR SE RAMP DETAIL 1"=5' KEY MAP IMUM EXTENT FEASIBLE NOTE PS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE IMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS WN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). =R ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED RADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF HE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 z 0 0- co u1 0 z O co LU ff U � m JLUo00 a, U JZQ�� M L � • d O 00 -0 C M " Z J 2 L. G cr cp � o C7 to W0�cr� LU � d' z LU>Lo xo+' �N m z=x0-) �L LLa� 2 n �qV}Lqr' o LU a te z LU 00 m Cal z .0 Lr) o N -d LU J 0 U �YF•$ 14� 1� jt 46 is NA 9 February 2024 0 0 Lo Q~ N 0 w Z z p O U Q > zZo 0 � ^L >w > C> J O � U U J �, N w z F- - (f } ,-, 0 Z � z�mo w LU L) tm Q 9 < oz3 z 1-4 ( Y g o O Y � .g ir w J 0YY 0 Ln U �00Y 0 w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C25 25 OF 100 I ■ I I 1 I 1 1 ; 1 1 1 1 1 1 1 CENTER OF 35' RADIUS CURVE STA 125+38.62, 41.50 L NW ADA RAMP SEE DETAIL 2, THIS SHEET FOR GRADING PLAN 0-vt MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON T STA 125+65.25, 13.50 L- \ FL=492.11 \\ TC=492.61 \ ' 492.7 ,,� RC STA 125+58.94, 10.34 LOC ��6 o FL=491.86 \ 492.68 1� JTC=492.36 \ o OOP C STA 125+51.25, 6.50 L \ FL=491.59 6� \ TC=492.09 \ �a I\ x. o 1 o° \ T STA 125+38.62, 6.50 L \ \\ \ ° FL=491,07 \ I 1 \ I \ TC=491.57 Ia ' I O \ \\ ° �\ 1 I o e � o '\ o \ \ 4 0 STA 125+26.06, 9.06 L \ LSI r') o TC=491.04 o z 0 STA 125+15.54, 16.33 L \ 4(1 / 6, FL/TC=490.11 \� 1 oho ?0\11 U0 o \ 1 489.61 1 1 - s 1 - 1 / O PC STA 124+8 1� 1Y\ 1 1 / 1 4 l 4 41* 1 1 1 1' 1 � 1 \I 1 I I ' I \ I � I I A STA 125+08.61, 27.16 L FL=489.51 \ \ \ \ TC=490.01 C STA 125+06.12 39.88 L S O \ \�- O Z FL=489.04 TC=489.54 I \ lz 4 \ 1 \ z A STA 124+71.39, 16.15 L \ a A STA 124+78.35, 26.79 L U FL/TC=489.15 �p \ FL=489.21 TC=489.71 \ 0.98, 39.35 L FL=489.18 ' p 239,110 0.19% A STA 124+60.93 9.01 L TC=489.68 -� a \ 1 -- FL=488.92 NQ°l0 d,240/0 .W 0.21% \\ \ TC=489.42 / `01%`"� Vv r / 0.97°ro 1.19% I� SW ADA RAMP SEE DETAIL 3, THIS SHEET FOR GRADING PLAN \ o \ T STA 124+48.49, 6.50 L ° / ° FL=488.65 TC=489.15 o / 89.16so / CENTER OF 35' RADIUS CURVE \ r� \ C STA 124+35.15, 6.50 L 1 STA 124+48.49, 41.50 L 489.2 \ "'o� FL=488.34 \ \ TC=488.84 1 �o RC STA 124+27.24, 10.39 L 1 N N FL=488.06 \ S TC=488.56 1 00 L A o T STA 124+20.91, 13.50 L FL=487.86 TC=488.36 O 88.42 \ \ /, 488.5 \ ° 00 \ S •I m m m m MEMO' ROAD BH x ROAD BIG INTERSECTION V. = 10' I I a ° 491.76 .5 1 1 N � 1 -I 1 RAMP 1 490.87 1 1 1 490.81 1 1 1 490.34 I \ 491.69 I I \ 1 ° �1u; � r % c o° LANDING o a° O r RAMP (0,� r �0 490.74 so, 490.27 FL=490.45 ' TC=490.95 \ 1 490.79 \ 1 AA OR c\ 1 1� 1 \\ M \ 664 o FL/TC=490.15 RAMP �� 1 \\ ' 0 c ti off° \ 1 \ VO 1 �o \ \o% FL/TC=490.08 1 FL=489.90 TC=490.40 Al ROAD BH x ROAD BIG NW RAMP DETAIL V-5' FL=489.20 TC=489.70 vV FL/TC=489.17 \ FL/TC=489.11 1 �• FL=489.03 Oo 1'6p% r'SS% \ TC=489.53 RAMP 1 LAN \ � 1 I \ 489.58 I SO, ROAD BH x ROAD BIG SW RAMP DETAIL 1"=5' KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m W Q 0 z 0 a U w 0 z 0 U) W U � m M J LU o co rn JZQL� � M L aJ00-0 MAI c M " ��6� h � cn z J 2 o c) cr � o CD to W0�cr� LU � d' z LU>Lo xo+' �N m z=XC54n Ln L a = 2 n �V)"-0o w^ate zLU Zop v LU'-'m y (V 2 -a d LLI � ra J 0 U U �YF•$ S� of46 jt Is S NA 9 February 2024 0 0 0 0 Lo Q~ N Q � 6i Z z 0 O U Q > zZo 0 � 1 >W CL > J O o U U J Ln ^' w z F� (f } o Z z W w �Q� m oz< H(D U g o 0 Y o.g ir W Y Y 0J � v �00Y U w Z w Z w O co L) U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C26 z6 of 1oa MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON STA 123+20.84, 6.50 L \ \ \ \ \ a FL=485.54 \ \ \ \ TC=486A4 \ RC STA 123+14.51, 10.39 L \ F 486.1 L=485.45 �3'i TC=485.95 1 \ \ 486.17 \ a I6o% ° C STA 123+06.60, 6.50 L \.01 \I \ \ \ r1So FL=485.35 \ 1 TC=485.85 \ 000l 1 T STA 122+95.42, 6.50 L 4 I E ADA RAMP ' SEE DETAIL 3, THIS SHEET FOR GRADING PLAN \ \ FL=485.09 a \ TC=485.59 \ ° ° \ 1 1 A STA 122+82.391 9.02 L \ \\ NW ADA RAMP \ �� FL=484.78 1 SEE DETAIL 2, THIS SHEET N n' \ \ TC=485.28 p I \ C[ FOR GRADING PLAN o o� rn \ 1 \ \o o N I N \ \ I N 1 1 N o I \ a 1 CENTER OF 35' RADIUS CURVE STA 122+95.42, 41.50 L 5.01 \ i A STA 122+71.23, 16.20 L / \ FL/TC=484.53 pc D'l d [734 �• �� 84.08 �0\0 0 STA 122+63.55, 27.03 L �p0 0�0 84.27 Dc \ FL=484.03 �\ \ Nj p�po�o \ TC=484.53 10 \ \ 484.00 p5p C STA 122+60.45, 39.93 L FL=483.44 \ TC=483.94 A STA 122+23.6$, 24.83 L / 1 1 SS FL=483.09 1 TC=483.59 � a 1 1 1 4 A STA 122+30.90, 36.94 L\\ \ FL=483.28 TC=483.78 ° 1 W" 1 z9a/o 4 A STA 122+12.26, 16.54 L \ a FL=482.89 \ 1 1 TC=483.39 1 Q \g r s3% \ C STA 122+32.75, 50.92 L -- \ 1 IS, FL=483.37 I O �� o 00 \ TC=483.87 \ I No 1 \ PT STA 121+98.76, 13.50 L FL=482.80 TC=483.30 CENTER OF 35' RADIUS CURVE \ / STA 121+98.76, 48.50 L \ \ \\ keall Dii■ hT4112iii 1" = 10' to, 1 1 1 1 FL=484.68 \ 1 TC=485.18 \I 1 FL/TC=484.57 OQ \ 1 p° °0 >° o 1 FL/TC=484.48 z \ \ So 1 \ � / FL=484.31 SO � 1 TC=484.81AIP SO \ 0� \ So \ \ �z \ w mommor ROAD BHxROAD BBNWRAMP DETAIL 1"-5' Ala O J' 485.23 484.79 FL/TC=484.51 O FL/TC=484.42 \/ SO \ I � \ I \ 485.30 \\ I 1 RAMP so� \ 1 �o \ 484.84 y 1 1 `y ti •so� 484.77 I \ 1 o � 1 \moo LANDING \ \\ oOno p 1 0 0 1 � � o RAMP 48 484.94 I 1 484.72 484.86 I 1 \ I I 1 I \ I \ \ I I O� ROAD BH x ROAD BB NE RAMP DETAIL 1"-5' KEY MAP MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). PER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2, CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 z 0 cn w ff U � m M JLU0 co _j Ln � M L d o 00 -0 r- M L O Q 2 z (aj 3: z2o� cr 2 � o C7 to W0�� DIM LUr'01z W > Lo xo +' �N m Z � fo V) L.L d L 2 n w^ate zZLU op rl-v W'-'Lr) y N -o z6 a LU J V) U YF.� S� of jt 46 is NA 9 February 2024 0 0 0 0 Lo Q~ N w Z z _0 0 Q > zZo 0 � 1-4 ^ ww CL > J O � U U J �, N w z F � 0 Z� z v, m w w �Q( m 9 OUz< H (D g o 0 Y gir w OYY 0 � �00Y 0 w Z w z w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. cz7 27 OF 100 \ O d Al z � 1 \ PC STA 127+69.56, 13.50 R \ FL=482.43 TC=482.93 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON / CENTER OF 35' RADIUS CURVE STA 121+69.56, 48.50 R / 83.07 E ADA RAMP SEE DETAIL 2, THIS SHEET / 1 a FOR GRADING PLAN 1 \ \ PT STA 121+27.14, 47.54 R I 1 482.9 �o \ /' EOP=481.23 �po\ / 4 A STA 121+54.33, 15.89 R 1 FL=482.2 FL=482.07 \ TC=482.79 G' TC=482.57 � o PC STA 121+57.72, 13.50 L FL=482.32 \ TC=482.82 ENTER OF 35' RADIUS CURVE \ 0 STA 121+57.73, 48.52 L a 1 a A STA 121+46.58, 15.97 L FL=482.26 TC=482.76 s 1.74% / 1 z A STA 121+37.83, 24.99 R O FL/TC=481.72 21 3LSTA 121+31.15,33.80R�/ 1 / FL=481.44 , 0 0 Ile N N PT STA 121+27.35, 44.82 L EOP=481.96 i 1 � \ / � 1 / 1 z A STA 121+37.25, 22.90 L FL=482.05 A\ TC=482.55 / 1 R35.0'� z- a A STA 121+30.36, 32.99 L �rx0 SE ADA RAM FL=481.78 \ SEE DETAIL 3, THIS SHEET �) FOR GRADING PLAN \ W GjC7 % C)d I F 7 -ERNO' ROAD BH x ROAD C INTERSECTION 1"=10' In 1 482.46 . 1 481.91 1 \ 3.6 481.83 ,1 :AMP o CJo 1 o LANDING o f oolf \ 150% r, 481.78 1 r,� RAM PLn 481.86 Z.OQojo / 1 FL/TC=481.77 FL/TC=481.67 1 1 �1 i i � O ■ r2)41,,- ROAD B H x ROAD C NE RAMP DETAIL 5' 1 * 4%p ROAD BH x ROAD C SE RAMP DETAIL 1"=5' KEY MAP IMUM EXTENT FEASIBLE NOTE PS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE IMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS WN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). =R ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED RADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF HE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co u1 0 z 0 cn w of U � m JLU0r+� rn JZQL� L c d o oo -0 c M " z C) cr � o C7 to W0�� LU�°'z LU>Lo xo+' �N m Z = Xc V? 'o LL a - z z n �q V) kcs u� n w^ate zLU Z� cv LLJ '-' � F y N -d Z �; a LU J 0 U �YF•$ S� of YPo��,s jt 46 1 S�1��'� NA 9 February 2024 0 0 Lo Q~ N 0 6i Z z p O U Q > zZo 0 � P-1 >w CL > J O � U U J Ln ^' w z F� w L) xQ( m oz< H(D U g o 0 Y ir w J 0 Y Y 0 v �00Y U w Z w Z w O (1) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. czs 2s of 1oa MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON PC STA 31+61.32 ,13.50 R 97.34 97 37 1 FL=478.78 \ 1 \ \ TC=479.28 CENTER OF 35' RADIUS CURVE \ ° Y> Q I? STA 31+61.32, 48.50 L \\ / �, C STA 31+63.56, 13.50 L �o Q, v / 1 a 16 FL=478.59 o o- \ ADRAMPa TC=479.09 rEA EE DETAIL 3, THIS SHEET 11 \ \ � � � FOR GRADING PLAN 11 \ 497.17 �a PT STA 31+27.14, 45.74 R 1 \ 610 497.25 -o EOP=477.52 ENTER OF 35' RADIUS CURVE o As STA 31+63.56, 48.50 L p STA 31+48.92 16.03 R �° \ ,�o 0 4 1 FL=478.40 \ C% TC=478.90 ° -1 -SD- - _ - IV 1 � 1 I � � ° NW ADA RAMP SEE DETAIL 2, THIS SHEET FOR GRADING PLAN / PT STA 31+27.40, 46.01 L EOP=478.95� / 1.57% o \o z A STA 31+38.09, 22.95 R _ 1 FL/TC=477.92 - - - - a A STA 31+30.49, 33.32 R 1 FL=477.72 1 4 A STA 31+50.53, 17.05 L va R3S o, FL=478.45 i TC=478.95 W 1 4 A STA 31+30.85, 33.21 L 1 \ / i /o 1 � / 1 � � z A STA 31+38.80, 22.61 L FL/TC=478.54 / Z)k -\* ___ \ 1 Alcoa 1 I \ 0 S � SO \ �o SW ADA RAMP SEE DETAIL 4, THIS SHEET FOR GRADING PLAN u ROAD BK x ROAD C INTERSECTION V=10' I I [478.93 1 1 1 �o 0 1 - 479.00 \ �` s / Q � 1 0 3 0, 478.12 1 AMP ,S 0 1 �q� 1,5� �/ 478.04 S% LANDING \3\ 1 to' RAMP ° 478.07 0 r�D � -SD- -SD- 1 SD , 1 1 FL/TC=477.88 S0� S0- - - .SO ROAD BK x ROAD C NE RAMP DETAIL 1"=5' 40'a / 1 ��, 1 1 478.71 1 KEY MAP y1 � �\% 478.64 � fo\° LANDING FL/TC=478.52 RAMP 1 478.76 ��0 cJ � o 1 7'S, / 1 478.69 FL/TC=478.58 1 / / /S / ROAD BK x ROAD C NW RAMP DETAIL V-5' i 1� 1 1.48% / SO ROAD BK x ROAD C SW RAMP DETAIL 1"=5' u IMUM EXTENT FEASIBLE NOTE PS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE IMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS WN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). DER ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED GRADE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF THE PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE EG = EXISTING GRADE SPECIFIED. ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS HP = HIGH POINT OTHERWISE SPECIFIED. EF = EXTEND FOUNDATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' CR = CENTER OF ROAD ELEVATION MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O 0- co w a z O cn w ff U � m M JLU0 co JZQ�� M L d 00 -0 Oo Q V 2 Zzoo _�, � O C) 0) cr � o C7 to W0�cr� Lul °' z LU>Lo xo+' �N Co Z = ''c V) La= - z z n �qV}ILI)�o w^aLn zLU 1:11v Z00 (Dr-4 -d LU C J 0 U �YF•$ S� of46 jt Is NA 9 February 2024 0 0 Lo Q~ 0 N w Z z _0 0 Q > zZo 0 � ^L >w > C> J O � U U J Ln ^' w z F- (f} ,-, o Z Ln �m w w x< co � z3 H � g o O Y w O Y Y 0J � � v � �00Y 0 w Z w z w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C29 29 OF 100 GRAPHIC SCALE 0 10 20 1 INCH = 10 FEET (22"x34") 1 INCH = 20 FEET (11"x17") Mon --AV BOB — ' _ 1 ■/ _� r 0 ° o 0 ° x S 55 M/ M ' W w - c+1� ° ° o � 4 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I I -495.59 95.74 I / I I I� I S 1.40o/Q 496.95 i I / s I I I I. / I I ooi-- W W W SS,\ W W W W W w— W W W W / L=495.40 1 pp% ° TC=495.90 L=495.65 ° TC=496.15 S` S 4 9 ° p ° vD RD RD�RD Ku —' RD�RD- RD R RD Rp Rp Rp_ ------------- � m _ _ _ _ _ _ _ _ _ Fr___ Mm _ _ _ _ _ _ _ _ _ _ _ _ 1 07% i 00% ACCESS TRACT 1 1"=10' � I 78.80 A / 10 1.25% 79.46 ss ss�s5 �� w 1.00% ss o \ / 1.6nol SS FL=478.5 / TC=479.00 / RD Rp I RD RD ° L=479.12 TC=479.62 RD Rp Rp RD I ACCESS TRACT 2 1"=10' FL=496.61 TC=497.11 I I I � NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED DE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES KEY MAP /1 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING EG = EXISTING GRADE SPECIFIED. TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF ME = MATCH EXISTING GRADE 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE CONFLICTS ARE IDENTIFIED. LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS CALL 811 AT LEAST 48 HP = HIGH POINT OTHERWISE SPECIFIED. EF CR = EXTEND FOUNDATION = CENTER OF ROAD ELEVATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES HOURS BEFORE YOU DIG BETWEEN LOTS. m LU Q 0 z 0 a U u1 0 z O cn LU ff U U., m J w o co a, U JZQLn� � M L d 00 -0 c M L 6 Z L2 o 3 cr 2 �o0� W0�cr� DIM�N LU rI z W>Lo xo+' m Z = Xc �fo LL 2 n rn �q ��o Ln u� n w^a te LU z 00 2 LLu (0-0 y N -d w I_- J 0 U �YF•$ S� of �P jt 46 is NA 9 February 2024 0 0 Lo Q o N w Z z o 0 Q > zZo 0 � >W CL > J O O U U J Ln ^' w z F- (f} oLn� Z Ln w LU U � j co Q o z � z 1—I � Y g o O Y LU w J o Y Y C7 Ln U �00Y 0 w Z w Z w z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C30 30 C>F 100 GRAPHIC SCALE 0 10 20 1 INCH = 10 FEET (22"x34") 1 INCH = 20 FEET (11"x17") non -AV 11111110- 1 � / 4 A STA 92+23.34, 39.87 L / FL=478.46 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON m = E" m mine 61) o f � J � \ \ 1 ' � L ■ IIIIIIIIIIIII■ IIIIIIIIIII■ IIIIIIIIIIII■ IIIIIIIIIIIII■ IIIIIIIIIIII■ IIIIIIIIIII■ IIIIIIIIIIIII■ IIIIIIIIIII■ IIIIIIIIIIII■ IIIIIIIIIIIII■ IIIIIIIIIIII■ \ 1 41# / TC=478.96col 41 / PC STA 91+90.29, 22.01 L 1 i FL=479.42 \ '1 . 1 o TC=479.92 � � 458.80 N 1 1 ,SS SD 4ti`° 1 A TA 1+ 2. 1 L T STA 92+15.12, 0.00 �o o I 1 SD- 459.40 \°o° 1/ z S 9 8 98, 5 65 _� o I 459.45 °° °0 1 \o FL=479.64 478.$6 o J� 1 Ip-SD 50 /o \o 00 S/ \\ °OO�°O°O 1 / ADO TC=480.14 ')o o o° ° / d d I 1 1.�• p ° ��0 A STA 92+58.54, 11.07 L 0 ° T STA 91+73.53, 13.50 L S C=477.62 II I 1 -,SQ\i \ \ \ \ FL=479.86 _ TC=478.12 I 1,�� o 0 %00 ' ° TC=480.36 92+ 04 S !� R c I 01. o l� a ° p PC STA 91+75.53, 0.0 / \i + 0 I ( `^ c, 2 A STA 91 95.33, 0.00 S o \ r� o 480.18 c' 479.51 0/ d I 11 1 461.20 N o1 0 � \ 5% / /1 458.60 1 / C STA 91+57.41, 13.86 R SO I 1 / 1 06 O 1 FL=480.35 S0� / \ TC=480.85 �� / 461.39 9�- 459.58 \ \po S \11 - 1 �' - z A STA 91+72.25, 19.67 R // � - - _ 459.63 � S FL=479.91 � _ S / O- 2.74% - 1 1 S TC=480.41 / _y -\ T STA 91+87.70 30.88 R 4 A STA 92+44.06, 32.03 R 1 2.78% FL=479.47 FL=478.27 °\o SO TC=479.97 TC=478.77 / 1 a4 d 1 Ro d RD d / `� ■ m m m m m m Emma� 3.43i0 \ CUL DE SAC GRADING DETAIL V-10• 7 CURB RAMP DETAIL 1 1" = 10• MAXIMUM EXTENT FEASIBLE NOTE RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO THE MAXIMUM EXTENT FEASIBLE. DUE TO THE SITE TOPOGRAPHY, SOME PROPOSED SLOPES (AS SHOWN) MAY NEED TO EXCEED THE MAXIMUM ALLOWED AS INDICATED WITH (*). ADA ACCESSIBILITY STANDARDS, MAXIMUM RAMP SLOPE IS 8.33% (1:12). FINISHED DE DOES NOT PERMIT SLOPE LESS THAN 8.33% WITHIN THE 15' MAXIMUM LENGTH OF PROPOSED RAMP. GRADING ACRONYMS GRADING NOTES KEY MAP NOTE: RAMPS AND ACCESSIBLE ROUTES WERE DESIGNED TO MEET ADA STANDARDS TO MAXIMUM EXTENT FEASIBLE. ALL ADA ACCESSIBLE RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% (1:12) AND ALL CROSS SLOPES SHALL NOT EXCEED 2.0% (1:48). IF FIELD CONDITIONS ARE SUCH THAT THESE MAXIMUM SLOPES CAN NOT BE OBTAINED, CONTACT PROJECT ENGINEER IMMEDIATELY. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. BC = BOTTOM OF CURB 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED TC = TOP OF CURB GRADE ELEVATIONS UNLESS OTHERWISE PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING EG = EXISTING GRADE SPECIFIED. TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF ME = MATCH EXISTING GRADE 2• CONTOUR LINES ARE FOR VISUAL REFERENCE. THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION BW = BOTTOM OF WALL GRADING SHALL BE PER SPOT ELEVATIONS. ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY TW = TOP OF WALL 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE CONFLICTS ARE IDENTIFIED. LP = LOW POINT BOTTOM OF CURB, UNLESS OTHERWISE FF = FINISH FLOOR NOTED. FL = FLOW LINE 4. ALL SLOPES TO BE 2:1 MAX, UNLESS CALL 811 AT LEAST 48 HP = HIGH POINT OTHERWISE SPECIFIED. EF CR = EXTEND FOUNDATION = CENTER OF ROAD ELEVATION 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES HOURS BEFORE YOU DIG BETWEEN LOTS. m w Q 0 z 0 a U u1 0 z 0 cn w of U � m m JLUco 0 m JZQLn� M L •�200-0 r- M L Z2ocr E 0 o WOC�''� LUTMz W> [2) 0t �N coN Z=Xd4+ �� L a = 2 n rn �qV)ILI)�o w^ate zLU op ZLn rl-v Lr) y N -d Q LU J_ 0 U U 110Y F . S� of46 jt is NA 9 February 2024 0 0 0 Lo Q� N r w Z z _0 0 Q U) zZo O ^ >W CL > J o o U U J N w z F � (.!} o Z w �Q� m 0z� H (D g o U Y ir w 0 Y Y 0 � �00Y 0 w Z w z w Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C31 31 C>F 100 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENTLY ADOPTED WSDOT AND APWA SPECIFICATIONS AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTLY ADOPTED CITY OF PORT ORCHARD DEVELOPER'S HANDBOOK, THE CURRENTLY ADOPTED SURFACE WATER DESIGN MANUAL AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF PORT ORCHARD. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE PORT ORCHARD DESIGN STANDARDS. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE ENGINEERING PLANS SUCH AS FOR ROADS, GRADING, OR DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER DESIGN (E.G., WATER, SEWER, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO THE PRECONSTRUCTION MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. CONSTRUCTION NOISE SHALL COMPLY WITH THE CURRENT POMC SECTION 9.24.050. 8. IT SHALL BE THE APPLICANT /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION. 10. THE VERTICAL DATUM SHALL BE NAVD 1988 AND THE HORIZONTAL DATUM SHALL BE NAD 1983 HARN STATE PLANE WASHINGTON NORTH FIPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED, COMPACTED TO 95% MAXIMUM DENSITY AND PREPARED FOR SURFACING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 206.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD SPECIFICATIONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHTOF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTLY ADOPTED MUTCD MANUAL AS APPLICABLE. TO PROTECT SIGNIFICANT TREES FROM THE IMPACTS OF THE PROPOSED DEVELOPMENT, THE APPLICANT SHALL PROVIDE THE BEST PROTECTION FOR SIGNIFICANT TREES PER THE REGULATIONS. AT A MINIMUM, ANY SIGNIFICANT TREES TO BE RETAINED SHALL BE FENCED TWO FEET OUTWARD FROM THE IDENTIFIED DRIP LINE. TREES THAT SUSTAIN DAMAGE DURING CONSTRUCTION SHALL BEREPLACED PURSUANT TO POMC. A REPRESENTATIVE OF THE CITY OF PORT ORCHARD DCD STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS CONDITION PRIOR TO ISSUANCE OF A NOTICE TO PROCEED FOR GRADING AND CLEARING. THE CITY SHALL INSPECT FOR COMPLIANCE WITH THE TREE PLAN PRIOR TO A FINAL INSPECTION. THE INSPECTION SHALL ALSO EVALUATE THE CONDITION OF RETAINED TREES AND ANY AND ALL CORRECTIONS WILL BE REQUIRED TO BE COMPLETED PRIOR TO A FINAL INSPECTION AND RELEASE OF ANY POST FINANCIAL GUARANTEES FOR THE SITE. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON NOTES: 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. 2. ALL CONCRETE SHALL BE COMMERCIAL CLASS PER WSDOT/APWA SPECIFICATIONS. 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS, MAXIMUM SPACING SHALL BE 20 FEET. 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN, X 2" OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. 6. ALL JOINTS SHALL BE CLEAN AND EDGED. 7. FINISH SHALL BE A LIGHT BROOM FINISH. 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL MEET A MINIMUM 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. PAVEMEN CEMENT CONCRETE VERTICAL CURB AND GUTTER CURB PAVEME WIDTH 2" a. m", CEMENT CONCRETE ROLLED CURB AND GUTTER ^q _ q Est. 1890 �Ji5r��/' CURB AND GUTTER A DRAWN BY IDS DATE 1129I2049 ORCHARDCEMENT CONCRETE CURB AND GUTTER SCALENTs DRAWING NUMBER 300 CONCRETE CURB AND GUTTER NOT TO SCALE SIDEWALK JOINT (XTYP )SION O�ijy �� CURB AND GUTTER O2 4 DETECTABLE WARNING MIN. I I PATTERN (SEE DETAIL J III CURB RAMP A DETECTABLE WARNING A PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) Al - ° B MIN. MAX. A 1 58 238" B 5 8" 1 1 2" C 718 34 D 78" 1 716" PLAN -11. C ELEVATION DETECTABLE WARNING PATTERN DETAIL Est. 1890 ORCHARD CITY OF PORT ORCHARD STD. DRAWING 300 4' - 0" MIN. 3/8" EXPANSION JOINT (TYP.) .,� LANDING CURS AND GUTTER : 0 ni I 4' - 0" MIN. (TYP.) J CURB RAMP - FACE OF CURB PEDESTRIAN CURB SIDEWALK -CURB RAMP DETECTABLE WARNING SURFACE O2 CROSSWALK DEPRESSED CURB & GUTTER CURB RAMP B NOTES 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTER$ WITHIN THE PEDESTRIAN ACCESS ROUTE, 0 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE DETAIL THIS PAGE). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. 5O LANDING SHALL BE MINIMUM 4 X 4'. © CURB RAMP A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. SIDEWALKS B ADA CURB RAMP ADA CURB RAMP NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 341 DRAWN BY I IDI S DATE 129i2019 SCALE NTS DRAWING NUMBER 1 3 11 1 rO2 SIDEWALK - 6'- 0" MIN. ALL CUT SLOPES1/2" R. (TYP.) 1 2,0% MAX. CURB 1� ry 'v�OLDED _-= JOINT FILLER ADJACENT TO CURB " FOR SIDE TREATMENT SIDEWALK 6'- 0" MIN. BUFFERSTRIP SEE OTHER SIDEWALK SECTIONS 1 w 2.0% MAX. ��) CURB FINISHED GRADE 1" BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAYED ADJACENT TO BUFFER STRIP O BROOMED FINISH (TYP.) 4' WOE. SMTH 0 5� TROWELED PER ETER CEMENT CONCRETE SIDEWALK 3 B" �r s. ; TO 19 PREMOLDED JOINT FILLER OEXPANSION JOINT CEMENT CONCRETE CURB EXPANSION JOINT IN BOTH CURB AND SIDEWALK z B" TO 1 4" r e. r' TO CONTRACTION JOINT JOINT AND EVERY AND GUTTER TEst. IR90 SIDEWALK A DRAWN BY ORCHARDCEMENT CONCRETE SIDEWALK DATE SCALE 1I3?12019 NTs DRAWING NUMBER 340 CEMENT CONCRETE SIDEWALK NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 340 m LU Q 0 z O a U rn Lu 0 z O > Lu of V ul J ro W o a, Lr U JzQLn� M L d o Oo -0 c 0')" �� _rn z�� 0 - -0 O c) o (D LU OmCrN U-) "r� LU - of z W > LLr) 0 4-1 0 N m Z D fo V) ILL a = 2 n rn V) Lo Lf} w^av- zWLo �� LU to-0 (Dr-4 -d z6 a W c: ra J_ 0 0 I -I a U Y F. S� of let Illp 0 jt 46 is NA 9 February 2024 0 o? O Lo ti Lo N 7 Ln � W J p Z O i--i U) tl QLU 0 ~ W 0 J O o Y z � N Q 2 F- L/� JLLJ M LU LU CD Q Oarn m O z Yz� U LLI o�g W J YY 0 I-_ Go U W z LUZ W z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C32 32 of 1ao LANDING GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN, CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLAR4S'ON 318" EXP JOINT (TYP STANDARD PLAN GRA CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CUR MEASURED TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE _ 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I \?� I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'-0"MIN. 318" EXPANSION JOINT (TYP.) - SEE - I CURB RAMP STANDARD PLAN F-30.10 I GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB * SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - DETECTABLE WARNING SURFACE SEE NOTE 4 SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 L 1O CONTRACTION JOINT (TYP.) -- SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP wa must be contained within the width of the crosswalk markings. WIDTH - SEE CONTRACT PLANS Y I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN! SEE CONTRACT 4, See Contract Plans for the curb design specified. See Standard Plan PLANS 4'- 0"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and * Pedestrian Curb details. BUFFER WIDTH - MATCH TO CURB RAMP DEPTH 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See P J (TY I w Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian w�- Curb, or Sidewalks. FACE OF CURB ................. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, 6 1/2" PEDESTRIAN cuR6 - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the 5 1 /2" ill SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. L DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard 1/2" (IN} R. 111 (IN) R. CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the A iQ ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE -• (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 ,l 4' - 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0%MAX. TOP OF ROADWAY � CURB RAMP a f DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION AO CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND J SLOPE IN EITHER DIRECTION * 1.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT WSDOT COMBINATION CURB RAMP DETAIL NOT TO SCALE STD PLAN F-40.15-04 pF WASyl, 2e68o 4 �V A� �Cf ss�ONAL y�G Digitally signed by R. Sooff Zeller Date: 2020.09.22 13:23:53 -OTDO' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-1 STATE DESIGN ENGINEER AIIIIIIIIIIIIIII Washington State Department of TransporloAan 170 o Est.1890 M O N U M E N T A DRAWN BY IDS ORCHARDSURVEY CONTROL MONUMENT DATET SCALE 113112019 NTs - DRAWING NUMBER 460 SURVEY CONTROL MONUMENT NOT TO SCALE CITY OF PORT ORCHARD STD, DRAWING 460 i .• aw L44 8 1/4" CEMENT CONCRETE TRAFFIC CURB NOT TO SCALE J W o CEMENT CONCRETE Zi PEDESTRIAN CURB Z SEE NOTE 9 W ILL m CURB RAMP 0 1 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 1 CEMENT CONCRETE CURB AND GUTTER SEE NOTES 4 & 6 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 CURB RAMP CEMENT CONCRETE PEDESTRIAN CURB (TYP.) - SEE NOTE 9 A 4 - 0" MIN. - SEE CONTRACT PLANS LANDING $ I CURB RAMP I �� rf 1Cf CROSSWALK j� I I L PLAN VIEW TYPE COMBINATION WITH BUFFER CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY BACK OF CURB -- SEE NOTE 2 DETECTABLE WARNING SURFACE(DWS)- SEE NOTE 3 2' - 0" MIN. - TYP. OF ALL 0000000000000000000000001 APPLICATIONS 0000000000000000000000 CURB AND GUTTER J �I "'^''" """ " "' ""^" WALKWAY I LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL CURB RAMP LANDING 0000aa00%..o� CURB RAMP r WALKWAY TECTABLE WARNING BACK OF CURB SURFACE (DWS) -' SEE SEE NOTE 2 WIDTH OF NOTE 3 ANDIN PARALLEL CURB RAMP (SEE NOTE 6) CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN 10 �. NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3 The rows of truncated dames shall be aligned to be perpendicular to the grade break at the back of curb. 4 The rows of truncated dames shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 8• When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. MIN. MAX. A 1.60" 2.40" B 0.65" - C 0.45" 0.90" D 1 1.40" E 0.2" 1 1 �- D -1 TRUNCATED DOME SECTION O TRUNCATED DOME SPACING SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS DETECTABLE WARNING SURFACE NOT TO SCALE „l MATCH SIDEWALK (4 - 0" MIN.) - SEE CONTRACT PLANS DEPRESSED CURB AND 4 318" (IN) EXPANSION JOINT (TYP.) - GUTTER SEE NOTES 4 & 6 SEE STANDARD PLAN F-30.10 C BUFFER STRIP (TYP.) CEMENT CONCRETE CURB 1 SEE CONTRACT PLANS AND GUTTER - SEE NOTES 4 & 6 DEPRESSED CURB AND GUTTER - DETAIL O SEE NOTES 4 & 6 CURB RADIUS DETAIL 4'- 0" MIN. 15' - 0" MAX. SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK w 7 LANDING 1 SECTION OA DETECTABLE WARNING SURFACE SEE STANDARD PLAN F45.10 GRADE BREAK COUNTER SLOPE TOP OF ROADWAY DEPRESSED CURB AND GUTTER - CURB RAMP SEE STANDARD PLAN 10.12 AND NOTE 6 WSDOT F-45.10-02 NOTES 1. At marked crosswalks, the connection between the curb ramp and the roadway must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part 3„ R. of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing (n P) connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the walkway. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION 1,5 OR FLATTER RECOMMENDED FOR 15, - 0" MAX. (TYP.) 4'- 0" MIN. 1 1F - 0' MAX. (TYP.} * DESIGNIFORMWORK (2% MAX.) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 7.50/ OR FLATTER RECOMMENDED FOR GRADE BREAK GRADE BREAK - DESIGNIFORMWORK 1-3% MAX.) CURB RAMP LANDING \ 1 / 318" (IN) EXPANSION JOINT (TYP.)- `� SEE STANDARD PLAN F-30.10 SECTION O 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN 11 10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP TYPE A� COMBINATION" PAY LIMIT - SEE NOTE 6 4'- 0" MIN. 3' - 0" MIN. (TYP.) SEE CONTRACT PLANS SEE CONTRACT BUFFER PLANS STRIP a P SECTION OB TOP OF ROADWAY CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 & 6 ISOMETRIC VIEW TYPE COMBINATION PAY LIMIT WSDOT COMBINATION CURB RAMP DETAIL NOT TO SCALE STD PLAN F-40.14-03 CURB RAMP of WAsyf��`Ct� - 0 lr 286BO � eCISTER� t41�s7OAAL / Zeller, Scot F Jun 24 2016 7:20 AM COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION pw tun2920,J2ff:21SPIM STATE DESIGN ENGINEER ;Y Washington State Department of Transportation m LU H Q 0 Z O H a_ U U) LI 0 Z O W Q' V L m C� JW� rn JZQ�� M Il • 0 4O 06 -0 C CI)� �� I _rn Z C O - -0 - z Z 1-o C �o C7 LU Ch )ITW Z W L xo +' N m Q) =x04P ZiLn fill LL d L 2 n QN V V) Lf} w^ate zW00�'n Wz� �_0 y N 2: -d W c: J_ 0 111 I -I a U ~ Y F. S� oT �0 jt 46 is NA 9 Febri 2024 0 0 0 0 Lti ti LSi N V) W J Z 1---1 O Z O Q U) 2 i W 0 W J N W 2 �-I oZ toM =)M w W U �� m 0 �Z3 z Y Z W W J O Y Y C7 v �CIOY CU W Z W Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C33 33 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 1 1 PAD 514.20 lI / 55 ----I--- \----- RD RD RD MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON PAD \ PAD PAD PAD 513.90 513.10 511.40 509.00 I I \ 54 /53 52 51 I ---------- T----\----------------�--------- / T RD RD - R T - - - - - / R D 508.889 77� :L w- W W w wU) S SS S SS S h AD SD SD SD ° / 1 '-------------- ROAD B Kv I I I PAD PAD PAD PAD PAD 1 PAD PAD 507.10 506.80 504.80 502.80 PAD 500.70 498.70 498.60 496.70 I I I I I 49 50 � \ I I I 48 47 46 I I I I I 45 I 44 43 T-RD RD T--------\-------- T------------- --------------1---- I-- _ - - - - \ RD RD--' RD RD TR RD RDT RD-T Tion w w -w— w w h -SS S _ SS S SD SD SD �n LOTS 72-73/88-89 WALL DETAIL SCALE 1" = 20' GRADING ACRONYMS BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. w -(n w w PAD ELEVATION NOTE PAD ELEVATIONS CALLED OUT ARE STRUCTURAL GRADE ELEVATIONS. FINISHED GRADE WILL BE SET BY FINAL BUILDING PLANS AND 6" OF TOPSOIL RE -DISTRIBUTED TO ACCOMMODATE FOUNDATION/TRENCHING SPOILS. XXX.X ROUGH PAD GRADE ROCKERY WALL NOTE 1. ROCKERY WALLS OVER 30" TALL REQUIRE PEDESTRIAN FALL PROTECTION FENCE OR RAILING. 2. ROCKERY WALLS OVER 4' IN HEIGHT MAY REQUIRE A SEPARATE BUILDING PERMIT. 3. WALLS SUBJECT TO LOADING ARE REQUIRED TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON WHO IS LICENSED IN STRUCTURAL ENGINEERING. -b' 8 \ \ v v U U, VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co w 0 z 0 LU V � m M J LU o co JZaLn � M L d o 00 -0 c M L � Vl -3: Z:�� o� —zz7� o (7 to W0�� LUr)°'z LU>Lo o+J �N m z�f0V-) L.L d L 2 n Q1 �Ln�o u� LU a te zw�� z m LU y N 2 -d Z6 a LU J_ V) U �YF•$ S� of jt 46 is NA 9 February 2024 O W i O Lo ti N z w Z J J O 0 a U 2 > z LU >w J O N W LU � (V 0 o Z � zLn m J U J gwo w �Qrn m Q 0 0 < U g Y o � W J Y Y C7 Ln v �00Y U W Z W z W Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C34 34 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I 1 I Lr) O PAD I PAD 1 IOO II 513.20 503.80 I I LnLnLnLno Lo I \ I TW=513.20 __---- -�- j \ TW=513.20 - BW=509.91- - BW=511.03 - )"71" - TW=509.04 ° . BW=503.80 6" WALL DRAIN STUB ° a PVC SDR 35 @ 1.0% MIN. ssss s� Ss / / . SS I ` 1 I� a D I � � B. U� TAPER ROCKERY TO END I U� TW/BW=504.64 U' UU 0 SS S ts - SS —Ss -ROAD BP co M M o M M -moo M FF �^� w- � M-- �W-tl W U�� — — RD \—RD�RD�RD-� � �RD�j, — I I I I I I I 1 I 104 106 ' 105 I 107 II I I I ICm 0 103 — — RD- \ TAPER ROCKERY TO END I I TW/BW=492.70 I ° 6" WALL DRAIN STUB I PVC SDR 35 @ 1.0% MIN. -TW=500.90------------ �=500.90- _ BW=497.78 BW=493.69-------------------�� -. - - S, - SD SD `flo ° U) s c SS SS SS S SS SS SS SS S S SS Ss cr w _ L <nQ W W W W cn �m W w W w — W W W-=I rr cn d_ w W oW I SD - SDI cn - - - - - - - - - --- ------------ ---L \ U) I � I 101 I I 100 I 99 I I 98 I 97 I I I I Icn % I LOTS 65,80/81,96 WALL DETAIL SCALE 1" = 20' GRADING ACRONYMS BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. PAD ELEVATION NOTE PAD ELEVATIONS CALLED OUT ARE STRUCTURAL GRADE ELEVATIONS. FINISHED GRADE WILL BE SET BY FINAL BUILDING PLANS AND 6" OF TOPSOIL RE -DISTRIBUTED TO ACCOMMODATE FOUNDATION/TRENCHING SPOILS. XXX.X ROUGH PAD GRADE ROCKERY WALL NOTE 1. ROCKERY WALLS OVER 30" TALL REQUIRE PEDESTRIAN FALL PROTECTION FENCE OR RAILING. 2. ROCKERY WALLS OVER 4' IN HEIGHT MAY REQUIRE A SEPARATE BUILDING PERMIT. 3. WALLS SUBJECT TO LOADING ARE REQUIRED TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON WHO IS LICENSED IN STRUCTURAL ENGINEERING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co w 0 z 0 U) w V � m M J co LU o JZQLn� � M L � • d O 00 -0 M L z:2 o3 -� cr 2 � o C7 to WO�cr� LULr)°'z LU>Lo o+J �N m Z�fodL LL a 2 n rn �V)��o w^a� zLU Zop v L U y N -oo Lu c J_ 0 ,—, a U Y F. S� of46 jt is NA 9 February 2024 0 0 Lo N z w Z J J O 0 U) _ > 0 z LU >w J o Y J N _o W H (� O zLnm J U J o gww � Q rn m Q 0 0 < U g LU o � W J Y Y C7 Ln v �00Y U W Z W z W Z (1) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C35 35 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON ° F'VU U)K Jb �G) 1.U"/o MIN. SSA- SS \�\ 1 `�� SSS SS SS SS SS S SS SS SS SS S S I SSA SS / � I � I SS SS - -� - o - f - SS _ - ROAD BP `� - - - - - U' - M /N M M/ M Ini W �- -M o -M h / o n o W rn W W `O W W n er W W- Wi o <n W - Mo Lam- � � �o W W W� - W M � - 4, � I - - - D� RD RD -RD \ RD�RD� RD�-R - - - - - --- -----�------- --------------------- -RD RD - D - - - - - RD RD __------ \ ------------------� L - - TAPER ROCKERY TO END 6" WALL DRAIN STUB / TAPER ROCKERY TO END TAPER ROCKERY TO END TAPER ROCKERY TO END 6" WALL DRAIN STUB GRADING ACRONYMS TAPER ROCKERY TO END TW/BW=508.63 PVC SDR 35 @ 1.0% MIN. TW/BW=497.80 TW/BW=494.67 TW/BW=491.60 PVC SDR 35 @ 1.0% MIN. O TW/BW=511.01 I BC = BOTTOM OF CURB I 6" WALL DRAIN STUB 6" WALL DRAIN STUB I TC = TOP OF CURB 6" WALL DRAIN STUB I I PVC SDR 35 @ 1.0% MIN. PVC SDR 35 @ 1.0% MIN. EG = EXISTING GRADE PVC SDR 35 @ 1.0% MIN. I / ME = MATCH EXISTING GRADE I I BW = BOTTOM OF WALL I I ' TW = TOP OF WALL i LP = LOW POINT 104 103 102 101 I iI I I FF _ FINISH FLOO R 1Q5 1 99 98 97 FL = FLOW LINE 106 HP = HIGH POINT0 I I � I EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION I PAD I I PAD PAD PAD PAD PAD I PAD PAD / �I 507 90 I 505.60 I 503.30 I 500.90 498.40 494.80 / 491.90 490.20 PAD 510.80 513.80 � / � I I I � � � I / I � TW=510 so / PAD ELEVATION NOTE / I J � TW=50090 PAD ELEVATIONS CALLED OUT ARE STRUCTURAL . GRADE ELEVATIONS. FINISHED GRADE WILL BE BW=507.90 / TW=513.80 BW=498.40 TW=498.40 TW=494.80 SET BY FINAL BUILDING PLANS AND 6" OF BW=510.80 / ' I BW=494.80 BW=491.90 TOPSOIL RE -DISTRIBUTED TO ACCOMMODATE o Lo ho moo` o� oo a, FOUNDATION/TRENCHING SPOILS. co 15?l l i ALLEY i SDI SD IN PAD 514.30 i 6" WALL DRAIN STUB PVC SDR 35 @ 1.0% MIN. as ,SDI LOTS 98-101/ 104-106/ 114-117/ 120-122 WALL DETAIL SCALE 1" = 20' r 6" WALL DRAIN STUB / PVC SDR 35 @ 1.0% MIN. - - - RD RD-� R� . ' , TAPER ROCKERY TO END TW/BW=495.00 TAPER ROCKERY TO END _Ss-S SS TW/BW=491.37 �W - W� W-olq o - W� W- �- I o� W W - XXX.X ROUGH PAD GRADE GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. ROCKERY WALL NOTE 1. ROCKERY WALLS OVER 30" TALL REQUIRE PEDESTRIAN FALL PROTECTION FENCE OR RAILING. 2. ROCKERY WALLS OVER 4' IN HEIGHT MAY REQUIRE A SEPARATE BUILDING PERMIT. 3. WALLS SUBJECT TO LOADING ARE REQUIRED TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON WHO IS LICENSED IN STRUCTURAL ENGINEERING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O D_ U u1 0 z O W V � m M JLUo m JZQLn� � M L d o 00 -0 M L �c z J o G c) cr ce o (D to W0�� LLJ T Z �� x+ Wo' �N m z � fo V) LL a 2 n rn �qV)o u� w^ate zLU Z�v W'-' a y N -d W c: ra J 0 U U �YF•$ S� of jt ,6 is NA 9 February 2024 0 0 0 0 Lo ti Lo N 7 z w JTo" J o 0 U _ > (D 0 z i--i LU >w J O N W H Vr� 0 o z�� J U J gwo w �Qrn m Q OUz< U g Y o w J O Y Y C7 Ln v �00Y U w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C36 36 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON TAPER ROCKERY TO END TW/BW=495.00 TAPER ROCKERY TO END ROAD BJ SS SS SS S TW/BW=491.37 SS c w W w _ a w w w o`;w w a-w-w-�- I SD I I \ I J PAD I 00 / 497\00 I / I I I � TAPER ROCKERY TO END I TW/BW=496.12 II I I TW=497.00 --' - - - - - BW=490.00 I I I TW=497.00 BW=493.00 1 6" WALL DRAIN STUB 1 PVC SDR 35 @ 1.0% MIN. \ TW=493.00 - 11 � � BW=489.00 1 \ PAD 1 493.00 \ 1 TW=493.00 1 BW=489.70 i I\ 1� - TAPER ROCKERY TO END I \ a \ TAPER ROCKERY TO END / \ TW/BW=489.20 / \\ \ TAPER ROCKERY TO END PAD \ \ a TW/BW=490.93 488.30PAD / \\ 0 \ / \ a \ \ 489..70 / \ PAD ool 001\/ 85.80 - - - - - - - - - - - - - - - - - - \\ I � II I PAD I 490.00 I I TW=497.00 1 BW=490.00 I 1 � TW=493.00 1 BW=490.00 _ 1 - 1 � - 1 0 1 PAD 489.00 \ 6" WALL DRAIN STUB i \ PVC SDR 35 @ 1.0% MIN. / LOTS 6-10 WALL DETAIL SCALE 1" = 20' 2 LOT 24 WALL DETAIL SCALE 1" = 20' GRADING ACRONYMS BC = BOTTOM OF CURB TC = TOP OF CURB EG = EXISTING GRADE ME = MATCH EXISTING GRADE BW = BOTTOM OF WALL q TW = TOP OF WALL LP = LOW POINT FF = FINISH FLOOR FL = FLOW LINE HP = HIGH POINT EF = EXTEND FOUNDATION CR = CENTER OF ROAD ELEVATION i PAD ELEVATION NOTE / PAD ELEVATIONS CALLED OUT ARE STRUCTURAL GRADE ELEVATIONS. FINISHED GRADE WILL BE SET BY FINAL BUILDING PLANS AND 6" OF TOPSOIL RE -DISTRIBUTED TO ACCOMMODATE FOUNDATION/TRENCHING SPOILS. XXX.X ROUGH PAD GRADE GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. S 2. CONTOUR LINES ARE FOR VISUAL \ REFERENCE. GRADING SHALL BE PER SPOT �c�caCO�\ ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' S� ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS m OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. ROCKERY WALL NOTE 1. ROCKERY WALLS OVER 30" TALL REQUIRE PEDESTRIAN FALL PROTECTION FENCE OR RAILING. 2. ROCKERY WALLS OVER 4' IN HEIGHT MAY REQUIRE A SEPARATE BUILDING PERMIT. 3. WALLS SUBJECT TO LOADING ARE REQUIRED TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON WHO IS LICENSED IN STRUCTURAL ENGINEERING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 z 0 Nw L.L V U., m m JLUo rn JZQLn� M L • d 4O 00 -0 c o, o Z J o cr 2 � o C7 to W0�cr� LU � rn Z W>Lo xo+' �N m Z � fo V) LL a 2 n �qV)Lqr' o wu? ^ate z LU � W /z1� ��-d y N � W J_ 0 U 1 U Y F. S� of46 jt Is NA 9 February 2024 0 0 Lo ti psi N z w Z J J o 0 U > z i--i LU >w J O N LU (V r� o z�� J U J gwo Qw �rn m Q �z� U g LU o � W J Y Y C7 Ln v �00Y U W Z W Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C37 37 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") \ \ / PAD \ 480.00 / \ 2I, / 1 ,)j b PAD \ \ \ \ \ 481.00 \ a� \ \ `S) 1 LOTS 18-22 WALL DETAIL SCALE 1" = 20' MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON i TW=478.00 TW TAPER ROCKERY TO END BW=469.60 BW TW/BW=479.50 I \ PAD I ^^ 478.00 I vv l I o TW=478.00 BW=470.00 / � � I o PAD 478.00 2 \ Elf v v -�/ v.v BW=470.0 \� PAD 2� 478.00 1 � WALL DRAIN STUB IE=467.00 TW=478.00 / BW=470.00 � / PAD / 478.00 I HYCK Kuu\CK T I u CIVu TW/BW=473.50 Q t�0 N O Ln O Ito v- N O WALL DRAIN OUTFALL W/RIP RAP PAD IE=450.00 50 LF 6" PVC SDR35 @ 1.0% MIN. SD - - _ - ------------ SD _ SDSD W W--_ I _ _ \ W - _ _ W -- \ _ SD - �W _S w ` SD \ \ W _ �W_ �W_ w SDI 7 / TW/BW=464.791 TW=466.01 BW=464.03t / TW=467.42 BW=463.64t DAYLIGHT WALL DRAIN TO LOWPOINT ON SOUTH SIDE OF WALL ROAD C WALL DETAIL SCALE 1" = 20' GRADING ACRONYMS I W/t3W=464./9± \ TW=466.07 BW=464.90f PAD ELEVATION NOTE PAD ELEVATIONS CALLED OUT ARE STRUCTURAL GRADE ELEVATIONS. FINISHED GRADE WILL BE SET BY FINAL BUILDING PLANS AND 6" OF TOPSOIL RE -DISTRIBUTED TO ACCOMMODATE FOUNDATION/TRENCHING SPOILS. XXX.X ROUGH PAD GRADE GRADING NOTES 1. SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE SPECIFIED. 2. CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING SHALL BE PER SPOT ELEVATIONS. 3. TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 4. ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR MAY USE ROCK WALLS OF 4.0' MAXIMUM HEIGHT INSTEAD OF 2:1 SLOPES BETWEEN LOTS. ROCKERY WALL NOTE BC = BOTTOM OF CURB 1. ROCKERY WALLS OVER 30" TALL TC = TOP OF CURB REQUIRE PEDESTRIAN FALL EG = EXISTING GRADE PROTECTION FENCE OR RAILING. ME = MATCH EXISTING GRADE 2. ROCKERY WALLS OVER 4' IN HEIGHT BW = BOTTOM OF WALL MAY REQUIRE A SEPARATE BUILDING TW = TOP OF WALL PERMIT. LP = LOW POINT FF = FINISH FLOOR 3. WALLS SUBJECT TO LOADING ARE FL =FLOW LINE REQUIRED TO BE DESIGNED BY A HP = HIGH POINT PROFESSIONAL ENGINEER LICENSED EF = EXTEND FOUNDATION IN THE STATE OF WASHINGTON WHO CR = CENTER OF ROAD ELEVATION IS LICENSED IN STRUCTURAL ENGINEERING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co w 0 z O w V � m JLUor+� rn JZQLn� M L • EL4O 00 -0 C � � o Z J c O cr � o C7 to W0�cr� LUJ � °' z W>Lo xo+' �N m Z fo V) LL a 2 n rn �qV)Lqr'�o w^ate z W Lr' 00 s' inn 2 LU � y N -d LU J_ 0 U U �YF•$ S� of4.6 .d�O40 jt is � NA 9 February 2024 O 0 Lo ti psi N z w Z J J O 0 U > z LU >w J O Y J O N W LU ~z zcnm J U J gwo w �Qrn m Q OU 0 U g Y w J O Y Y C7 Ln v �00Y U w Z w z w Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C38 38 OF 100 I f� 0 35' I L6.0' 4.0' 24.0' PAVEMENT/DRIVE LANES I 2%TYP. 4" HOT MIX ASPHALT J COMPACTED DEPTH MINIMUM 4" ATB COMPACTED DEPTH MINIMUM 3" CRUSHED SURFACING TOP COURSE COMPACTED MINIMUM DEPTH 70.0' PUBLIC ROW PROFILE GRADE AND PIVOT POINT MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 12.0' - 6.0' Lq 2.0 NATIVE MATERIAL ROAD C TYPICAL SECTION NOT TO SCALE ROAD C 47.0' PUBLIC ROW I I I � I 10.0' ROADWAY 10.Q' ROADWAY - 7.0' PARKING 0.5' O I J 4.0' 4.0' 0.5'- Ice, � 1 0, PLANTING STRIP CANTING STRIP 1.0' 0 o U °C , 0.5'---SIDEWALK 9.0' 3.5' 12.5' SIDEWALK 0.5 r M i PROFILE GRADE AND '9-Ir PIVOT POINT 'L 1 2% MAX I 2% MAX 2.0% TYP. 2.0% TYP. �- VERTICAL CURB AND GUTTER ' 4 THICK CONCRETE SIDEWALK I 3" HOT MIX ASPHALT 6" THICK UNDER DRIVEWAYS i COMPACTED DEPTH MINIMUM GRAVEL BASE 2" COMPACTED 4" ATB MINIMUM DEPTH COMPACTED DEPTH MINIMUM ROAD TYPICAL SECTION 3" CRUSHED SURFACING TOP COURSE (;'N�_ON-SITE COMPACTED MINIMUM DEPTH NOT TO SCALE ROADS BH, BJ, BK, BM, BN, BP, BR lo�I - 35' I 12' WALK 2% MAX .r L 3" THICK ASPHALT WALK GRAVEL BASE 2" COMPACTED MINIMUM DEPTH LANDSCAPED CONVEYANCE DITCH/ BIORETENTION CELL 47.0' PUBLIC ROW 3: 0.5' 7.0' PARKING - 10.0' ROADAY 10.0' ROADWAY 4.0 I 1 4.0' (PLANTING STRIP 1 0 I 1.0' 0 5 PLANTING STRIPI 0 °C U 5.01 0.5' SIDEWALK 12.5' 3.5' 9.0SIDEWALK 0.5' 2 PROFILE GRADE AND 2% MAX PIVOT POINT I 0/MAX 2.0% TYP. 2.0% TYP. 2f ° VERTICAL CURB ' AND GUTTER I4" THICK CONCRETE SIDEWALK 6" THICK UNDER DRIVEWAYS 3" HOT MIX ASPHALT GRAVEL BASE 2" COMPACTED COMPACTED DEPTH MINIMUM MINIMUM DEPTH 4" ATB COMPACTED DEPTH MINIMUM 3 CRUSHED SURFACING TOP COURSE COMPACTED MINIMUM DEPTH ON -SITE ROAD TYPICAL SECTION rn 47.0' PUBLIC ROW I I I � I 10.0' ROAD f AY 10.0' ROADWAY U i z 0.5' 4.0' 0.5' 1.0, I 0 1.0' PLANTING STRIPI 0 5.0' 11.0' " 5.0' o SIDEWALK PLANTING STRIP 5.5 3.5 9 0 SIDEWALK i 2% MAX I 2% MAX y 2.0% TYP. 2.0% TYP. I f- � I IVERTICAL CURB AND GUTTER 14" THICK CONCRETE SIDEWALK 6" THICK UNDER DRIVEWAYS 3" HOT MIX ASPHALT GRAVEL BASE 2" COMPACTED COMPACTED DEPTH MINIMUM MINIMUM DEPTH 4" ATB COMPACTED DEPTH MINIMUM 3 CRUSHED SURFACING TOP COURSE COMPACTED MINIMUM DEPTH PROFILE GRADE AND PIVOT POINT ^� ON -SITE ROAD TYPICAL SECTION W/ BUMP OUTS NOT TO SCALE ROADS BH, BJ, BK, BM, BN, BP, BR I I I 47.0' PUBLIC ROW I I I I i I 20' ROADWAY 10.0' ROADWAY 10.Q' ROADWAY I � 10' 10' � 4.0' 0.5' z I U 2 p PROFILE GRADE AND O �IPLANTING STRIP 1.0' 0 I� 1.0' 0•5 I� 1/y, PIVOT POINT ca p 0 5.0 ii.d 5.0 2.0 /o TYP. 2.0% TYP. SIDEWALK 9.0 3.5 5.S PLANTING STRIP SIDEWALK rM ' �� MPS I 2zM 2% MAX 2% MAX 2.0% TYP. I 2.0% TYP. �- nP� I I 2•�• M VERTICAL CURB I 3" HOT MIX ASPHALT AND GUTTER i COMPACTED DEPTH MINIMUM 4" THICK CONCRETE SIDEWALK I 3" CRUSHED SURFACING TOP COURSE 6" THICK UNDER DRIVEWAYS 3" HOT MIX ASPHALT COMPACTED DEPTH MINIMUM COMPACTED DEPTH MINIMUM GRAVEL BASE 2" COMPACTED 4" ATB 4" GRAVEL BASE COMPACTED MINIMUM DEPTH COMPACTED DEPTH MINIMUM MINIMUM DEPTH 3" CRUSHED SURFACING TOP COURSE COMPACTED MINIMUM DEPTH G ALLEY TYPICAL SECTION PROFILE GRADE AND U NOT TO SCALE ALLEY PIVOT POINT 5 ON -SITE ROAD TYPICAL SECTION W/ BUMP OUTS NOT TO SCALE ROADS BH, BJ, BK, BM, BN, BP, BR NOT TO SCALE ROADS BH, BJ, BK, BM, BN, BP, BR 20' TRACT WIDTH 18' PAVEMENT - 0 2.0% TYP. 3" HOT MIX ASPHALT COMPACTED DEPTH MINIMUM 3" CRUSHED SURFACING TOP COURSE COMPACTED DEPTH MINIMUM 4" GRAVEL BASE COMPACTED - MINIMUM DEPTH 2.0% TYP. ASPHALT BARRIER WEDGE CURB (12"x6"') PRIVATE ACCESS TRACT SECTION NOT TO SCALE ACCESS TRACTS VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O H a U w 0 z 0 w of U U., m J w o a, U JZQLn M L d o 00 -0 c M " z J 2 o 3 --0o c) cr 2 �o0� W0�cr� LU rI (31 z w>Lo xo+' �N m z V) U-)fo L a = 2 n rn �Ln�-0o u� n w^av- zw� cnvIi wz� F� y N -0 Z6 a w c: ra J 0 U U Y F. S� of .d';p O��,s jt 46 IS "VI S NA NA 9 February 2024 0 0 o0 0 Lo ti psi N w z O Z 0 u> V} > _ z 0 p o F i--i w J o U Y JN N W 2 `� � � � zcnc, LLJ Q oQ°' p Yz� U g Y o �e 0 J 0 Ln ~ �00Y U W Z w z W Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C39 39 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 I � \\ -SDCB#303- \ TYPE 2 CB 48" 0 \ �O SADDLE MANHOLE w co � 4 SpSD U - W I \ \ w \ W \ \ 129 (F r2„0 HSD PE 2DCB 48"0 LJJ , \ / \ g ro ST ORM @ SO°\ S L1J r - - _ W _ � -S - - _ -_ W -s- Z 466 61 \ 1 I�162 , 460 458. 480 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG END OF PROPOSED IMPROVEMENTS ' rSTA24+60.90 ,z rrrrrrrrrrr rr rrrrr SDCB#301 -TYPE � rrrrrrrrrrr - - o �\ rrrrrrrrr SD /�'� SD�o a rrr--'rr\r/r/ /rrr I SD SD SD SD SD �SD-SD-SD-SD@ .�, 191LF12"0HPSTORM co S i rrrrr �r �,25' rrr I S� / °` ��_S�- rrrr rr/rrr/rrr/� I o r�-r rrrr/rrrl/ T W W - - - --/ = rr�i�rrrrrrr�rrr rrrrr ROAD C - - - w - - - w - - w -_ _ -S- - ,rrr�rrrrrrrrrrrrrrrrr� -�- � 4 00 50% � � rrrrrrrrrrirrrrrrrrrrrrl.. 2 RF PVC@2. 65 LF $"_ PERF. PVC SD @1.54 o /o SD SDI SDCB#307 TYPE 1 W/BIRD CAGE _ - _L--= - 40LFg„APE - SD o ryi/rr/rr /rrr/ r J _rrrrr/rr�i/r 87 LF 8" 0 PVC SDR35 @ 0_50%- _ _ - SD SD - - - - - - - - - - -- _ _ - - 464 �- - 46S 6 / KEY MAP - rrrrrrrr/Ir/r 0 SIGN ' SDCB#227 r/rr�rr�rrrr r TYPE 2CB54"0 rrrrr// rr//r rrrrr�r�irrrr rrrrr/rrrr/rrr 46a rrrr/�rr/rrr rrrr/rrr/rrr 462 N vrrrrk/rrrrr Irr/rrr rrrrr /rrr/rrr/, rrr,r�,r,rrrr � , 480 470 SDCB#303 EXISTING SURFACE AT CENTERLINE 470 PVI STA:24+25.45 PVI ELEV:461.71 HP STA:23+73.60 HP ELEV:462.44 FINISHED SURFACE AT CENTERLINE TYPE 2 CB 48"0 SADDLE MANHOLE STA 21+00.57, 26.10 L RIM=466.81 IE 12"0 = 454.35 (E) K:25.35 LVC:103.70 - - - / 0 IP V_ "' to L o r1 SDCB#301 �` +Ln TYPE 2 CB 48"0 STA 24+31.89, 18.76 L _ - _`�' RIM=461.32 U IE 12� = 455 .95 (S) LL>, IE 12"0 = 455.95 (W) 30 LF 12"0 HP STORM @ 0.50% SDCB Ln co O0 U >- - - - - LU r' M `.. u U SDCB#302 TYPE 2 CB 48" 0 SDCB#307 STA 22+34.60, 21.02 L TYPE 1 W/BIRD CAGE RIM=464.$2 STA 22+76.76, 11.02 R IE 12"0 = 455.00 (E) RIM=462.72 IE 12"0 = 455.00 (W) IE 8"0 = 458.61 (E) IE8"0=458.62(W) / / / m > m 460 460 �_-- -1.41%_-- TYPE2 CB 54"0 STA 24+33.63, 10.98 R RIM=460.05 IE 8" 0 = 456.10 (W) IE 12"0 = 456.10 (N) - - - - - \ =17- 450 --------------- EXISTING WATER MAIN -------------------------- ------------------ ---------------- -------------� - 65 LF 8" O PERF. PVC o 1.54 /0 - - - - -33 LF 8,�� PVC SDR35 - C� 3.26% 40 LF 450 ----------- - _ 8"� PERF. PVC @ 2.50% - 87 LF 8" 0 PVC SDR-S Ca5�50� \ ---- ------ ------@ ----- _ -L lu -- ---------- ------------- - END OF PROPOSED IMPROVEMEN- STA 24+60.90 191 LF 12"� HP STORM @ 0_50% ____-_-- 129 LF 12"O HP STORM @ 0.50%- MAIN__- EXISTING SEWER _ ______--- �'-�-, cD W 00 N Ln ko 0 C7 LL W O to O vi N to tQ ko U U C9 C7 LL W LL W m O m t0 N rn Ln tQ �o r*l Ln I- to Ln to Ln 0 C7 (9 U LL Lu LL W 00 N 00 to 00 •! to 00 1- M i-o Ln to to U C7 0 C7 LL LuJ LL W r*l 00 r\ 0) l: Ln f\ M 00 N ,--I � � to C7 C7 0 C7 LL W LL w m N -4 Ln Ol to N O rl N O 14 to to r" LL 20+50 21+00 22+00 23+00 24+00 25+00 -ETI HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' .S m w H Q 0 z O i= 0- U Lu 0 z 0 w V � m rono J LL1 o m U JZQLn � M L d o 00 -0 c M " Z C) � o (D WO�� LU - °' z W> [2) of z=xoc+n V) L �a� 2 n rn �qV)-woo w^ate zwLor.,c IWO Wz� Fo_0 y N -d LU U �YF•$ S� of46 jt is NA 9 February 2024 o 0 z Q o ti z 0 N a T_ w Z U ° o Q 0 Q ❑ � m0 V) ��// w LL �j J p Y J o z L, wW F- Q J - zcnc, _0 0 LL U g Lu o m Q O g �Qrn m 0 Yz3 U g Y o�g W J Y Y C7 Ln U �00Y U W Z W Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN. V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C40 40 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") U W W U) 0 ZD z 0 U 5:f i 1 - i MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON _ _SD— _ SD_ —SD SD_ \ W ` W _ _ \SD_ \ _ _ \ W a'I? — _ z 7 foo w 'N Rw w � O 1 o rn � 1 1 464In 1 � 1 rn 1 � 1 PVT CTD • 1 R+1 -� Q7 � \ 1 1 60, 1 �\ 1 \ I OUTFALL IE=462.85 1 1 j c co \ � IF \ \ \ U LU 44 5$ LU DCB#2a7 \ \\ \ U) YPE 1 CB 26 � \w� �w LUXoo LU 'il 470 PVI ELEV:470.32 _ LP STA:18+51.42 LP ELEV:469.80 - K:324.80 N o LVC:75.00 -I 00 5 Ln� + EXISTING 'i U AT CENTERLINE U w W SURFACE 470 FINISHED SURFACE AT CENTERLINE ,y NN + '-,' U m � o U m — — _ 460 460 4 1=------- -_ -------_ =121 LF 12" o PERF. PVC @ 1.37%— _ — ------- I — ---------- ---------- ----- ---------------------------- --------------- - — ------- SDCB#206---- TYPE 1 CB STA 19+34.68, 64.45 L RIM=464.37 IE 12"0 = 462.85 (S) L---- -- ----- --- - - - \ _ _ _- - - - -------------------- --------- -----_----- ------- L �- - -- — — — -- — - -- -- - ---------------- -- ------ 450 ------- -- SDCB#207 L -F ------------- - - ---------------- - EXISTING WATER MAIN SEWER MAIN 450 EXISTING 660 STORM UNDER SEPARATE PERMIT TYPE 1 CB STA 19+46.55, 10.80 R RIM=466.38 IE 12"0 = 463.23 (N) IE 12"0 = 463.23 (NW) MAIN 76 EXISTING LF 12"0 HP STORM @ 0.50% I I 0 C7 0 0 LL w LL w M M -4 N O0 o Lq M o M o rl N r� N It � U (7 LL w 0) N • ! Q! N M r� I U LL I*l M rl r*l CD � J U U LL w LL w t0 �+ 4 In 0� cq o I" 01 co r" �� N 0 U U LL w LL . 4 Ln , 4 l-O t: m N GO kD ID ko t- 0 U LL w o W n N n Ln � 'D t- � 0 LL o o n tD I Nt 16+00 17+00 18+00 19+00 20+00 20+50 :•!I HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 i- 0- U U) w 0 z 0 w of V V) m J LUo a, U Jco zQLn� � M L •��00-0 r L o z2 ocr ce o (D 'U O's LU rI 01 z w>Loo4-j 0�N m z=xoc+n �� La= 2 n �qV)Lqr'�o w^ate zLU Zop ry w~�'(o-0 (Dr-4 -d w C f J 0 U U �YF•$ S� of jt 46 S�1�� NA 9 February 2024 o 0 z 0 Q o Lo ti z N a T W Z z U ° o DC C) 0 Q ❑ F--- 0 V) LULU ��// LL 3: J p Q Y -jo z LU wLU F- Q J 0 z Ln m LL tUy two m Q 0 g 0Qrn m 0 Yz� z W ir W 0 Y Y C7 �00Y U W Z LL]W Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C41 41 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET (11"x17") r-oN,.vk �' co� SDCB# 193 TYPE 2 CB 48" 0 _ sD---- T__l — —SD— — — -su- 1� �,SD----SD--- U �z O KEY MAP VERIFICATION NOTE % ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE �50 IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY SDCB#211 , / / I CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS TYPE 1 CB ' /'�" II WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER 25 LF 18'0 HP STORM @ 0.76% — - I IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. -7 �� \ �/ I 1 PRIOR TO ANY CONSTRUCTION ACTIVITIES VERIFY EXISTING \` — ) I 1 TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF PROPOSED STORM LINE �� / I THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION UNDER SEPARATE PERMIT / 7 SDCB#210 P r- / / TYPE 1 CB _ — — — — / / F ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY /, �/ � � / / � � \ � — �� — n / CONFLICTS ARE IDENTIFIED. /44 CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG 4, CONNECT TO EXISTING STUB Z IE=4 �45 / / /� � � I � o � I END OF PROPOSED IMPROVEMENTS / STA 10+91.99 490 PVT STA-1?+57_?1 m 480 PVI ELEV:479.45 HP STA:12+32.21 HP ELEV:479.841 N K:555.56 N ,� m LVC:50.00 N Q; + + � w w U U v m v '�' 00 LU 480 FINISHED SURFACE AT CENTERLINE SDCB#210 TYPE 1 CB STA 13+31.34, 10.96 R RIM=478.16 IE12"0=473.92(E) SDC13#211 TYPE 1 CB STA 13+93.01, 12.45 R RIM=477.15 IE 18"0 = 469.36 (S) IE 18"0 = 469.36 (N) IE 12"0 = 469.86 (W) END OF PROPOSED IMPROVEMENTS STA 10+91.99 I I EXISTING SURFACE AT CENTERLINE ' — --- ------ __ 72LF18"0HIP STORM @1.20% — — _� — —_ —_= _— —_ I I — — — — — — — — — — ------- 1.64% 470 ��— —6a �F rz„. Hp, ST- @ 6,�20, 470 I --- �I EXISTING 660 STORM MAIN I I PERMIT I I ---------- UNDER SEPARATE _ I ------- _ _ _ — L _----------- --------------- ---------- --------- ----------- EXISTING WATER MAIN SDCB#193 -------------- __ -------------------- - L �— TYPE 2 CB 48"0 STA 11+01.05, 30.40 L RIM=482.02 IE 18"0 = 475.25 (NE) IE 18"0 IE 12"0 = 475.75 (SW) - --- ------------------ ------- _ ----------------------- -----_ - _ _ — ----- ----------------- --------------------- ------------- -- ----------- ------------- EXISTING SEWER MAIN 460 460 0 w O q U LU (D O LL Lf] 00 0 C7 0 LL LU LL LU 0*1 O cV +-I CO 00 -1 1p O +-' 01 o co 00 � LL w LL LU lfl M 07 L1 } kq O 00 � t\ 00 N � � LL LU LL LU Ln m M 00 � GO dl . i O cD n tD r- N r" � LL LU LL LU O ON co i L() N rl n Lf7 CO rl � r- N C7 LL LU LL w n O Ln O Q1 lD CO I..f') N +--i r- N � N 0 U_ M 00 M r" 10+75 11+00 12+00 13+00 R (10 n r 14+00 15+00 16+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w Q 0 z O a U w 0 z 0 w U V) m Jw00 om U JZQLn� � M L d o 00 -0 r� c M " V 0 Q 2 z 3: Z:2 o3 -� C5 � U-)o C7 Ln WOC�� Lul T z w > [10 o +' 0�N m Z=xoL L= 2 n �V}�oo w^ate zw Lor., .0 Lr) F _0y N -d z a LU f U �YF•$ S� of �Po��s jt ,6 is NA 9 February 2024 0 0 0 z 0 Q o ti z N a � LLI Z U o 0 0 0 Q ❑ m 0 � V) w LL �j J p Y J o z L, wLU zcnc, _ 0 U g w o m Qrn Q 0 m 0 Y z Y LU ��g J O�� C7 ~ �00Y U uJ Z LL] Z W z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN. V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C42 42 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) 3QX00 500. MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., --°. CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON ✓r \ - - ° ' e Q�GQQ ASS /\`I` y � 00 C� SDCB# 14 TYPE 2 CB 54" 0 N SSco ° x yam, \ \ GDr2 - - goo co ® \ ° / kp0 i \ SDCB#210 �� \ TYPE 1 CB / pNON 478 1 \ - 0 lop rs \ - y- ��j I 0 LF 1g'P 5'^ G`t?- CpN KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG 500 490 490 SDCB#14 PVI STA:34+35.33 PVI ELEV:486.25 TYPE 2 CB 54"� HP STA:34+85.33 STA 32+73.50, 11.88 L RIM=481.27 HP ELEV:486.76 r} a, K:52.79 IE 24„ 0 = 471.56 (SE) rn IE LVC:100.00 24"0 = 471.56 (NW) EXISTING SURFACE Ln 00 'I- IE 18"0 = 472.06 (NE) AT CENTERLINE c i M W PVI STA:32+ 15.56 U PVI ELEV:479.85 U CO LP STA:31+78.06 FINISHED SURFACE LP ELEV:479.14 AT CENTERLINE _ K:74.37— LVC:75.00 Moo _ _ — + � — Q N w w 480 o + 480 SDCB#226 STA 13+54.82, 34.98 L RIM=477.84 IE 30 O = 469.69 (E) IE 24" 0 = 470.19 (NW) � IE 24" 0 = 470.19 (SW) m ii ¢ 00 a; v- Ln U m Y ¢ 0 g 11 aj� 470 c.7 LU 137 LF 24"o — PROPOSED WATER MAIN _ pVCPipe@5.30°/0 148 LF 24 470 ---- —II -----IF F_—�—� II PVC Pipe @ 1.00% PROPOSED SEWER MAIN EXISTING SEWER MAIN 460 460 U w rn V: I� 0 w LL U N 0 o LL "o LL I� lD 0 C7 C7 LL w LL Ln Ln .4 tD ON l0 I� v 00 LL w LL w 0*1 co Ln 1-1 Ln t V co N c 1 Ol O N n n 00 00 rr� LL w U- J 1-1 �o N M N o N Ln M 06 00 00 00 YJ v LL w o T N rV Ln Ol 00 00 v- IT C9 LL o 00 Ln 00 v- 30+00 31+00 32+00 33+00 34+00 34+25 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w H 0 z 0 a U Lu 0 z 0 w V � m M Jw800 m JZQLn� � M L d�00-0 rn rro La= z (aj �3: z c) 2 cr ce o U WOE"r LUTMz w> [2) of �N m Z=xo� �� L a = 2 n (DV)Lq)�o Lf} w^ate Zw00 wzLr) (o-0 y N -d z a LU J 0 U �YF•$ S� of .d�O��,s 46 is NA 9 February 2024 o 0 z 0 Q o Lo ti z N a T- W Z C G m 2 O= Q > p Q ❑ F--- O LU V) ��// w LL �j J p 0 Y J o z LU w F� Q J 0 LL L) Lu o m Q p g �Qrn co 0 Yz� U g Y o�g ir W J Y Y 0 Ln v �00Y U W Z LUW z Z c=!) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C43 43 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") Gkoo M/ Q M MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C51 .� -low S _ S A VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG CONTINUED SHEET C57 CONTINUED SHEET C53 KEY MAP 40Z/o' T s cn ►R °I pSDCB#161 c.D TYPE 1 CIS �13i8"96 o \ 500 PVI STA:34+35.33 490 PVI ELEV:486.25 HP STA:34+$5.33 HP ELEV:486.76 PVI STA:36+23.21 PVI ELEV:488.16 HP STA:36+48.21 27 LF 8 PVC SDR 35 @ 0.50% EXISTING SURFACE HP ELEV:488.363 AT CENTERLINE � K:229.53 �o SDCB#154 °^�- LVC:50.00 w TYPE 1 CB 06 a, 00- + 00 STA 35+63.97 12.73 R RIM=487.43 M v- ° v IE8"�=481.64(W) Um cNjw > > ___-- - - - - - - --- m0-1 -- - --W -- ---- SDCB#148 SDCB#132 TYPE 2 CB 48" 0 STA 88+24.57, 12.67 R RIM=489.52 IE 24 b = 481.69 (W) IE 8"0 = 482.63 (E) IE 18"0 = 482.19 (N) IE 24"0 = 481.69 (S) ------ TYPE 2 CB 48" 0 STA 37+08.57, 11.90 L RIM=488.58 12 b = 484.19 (W) 24"0 = 480.90 (N) 24"0 = 480.89 (S) 8"� = 482.10 (E) - K:52.79 M M LVC:100A0 oo SDCB#15 TYPE 1 CB STA 34+21.97, 12.66 R U > RIM=485.60 LL' _IE 8"0=483.94(SW) 25LF8"ODI@1.03% ---- w n �_ co �y- > w - IE IE IE IE - _ - -- ----- - ------ ---- ------- 0.80% 480 _ SDCB#67 FINISHED ' TYPE 2 CB 54" Qi AT STA 34+21,97, 11.87 L RIM=485.46 IE 24" 0 = 479.43 (SE) IE 4�A =47 .4 N =41LL62 LF 24"0 PVC Pipe @ 0.50% LLSDCB#135 SURFACE - CENTERLINE 1.02% - - - PROPOSED WATER MAIN 122 LF 18 Hp STORM @ 3.130/0 116 LF 24" HP STORM @ 0.68% 144 LF 24"� PVC Pipe @ 0.50% 87 LF 24"0 PVC Pipe @ 0.50% 470 SDCB#230 STA 13+55.16, 465.53 L TYPE 2 f� RIM=487.30 IE 12"0 = 481.17 (W) IE 24"0 = 480.17 (N) IE 8"0 = 481.50 (E) IE 24"0 = 480.17 (S) IE 8"4 = 481.50 TYPE 2 CB 54" 0 STA 34+81.17, 12.66 L RIM=486.44 IE 24"0 = 479.74 (S) IE 24" 0 = 479.74 (N) 25 LF 8"0 PVC SDR 35 @ 0.48% �J SDCB#163 TYPE 1 CB STA 38+24.56, 12.63 R RIM=489.64 IE 8"0 = 482.76 (W) 25 LF 8" 0 PVC SDR 35 @ 0.49% PROPOSED SEWER MAIN SDCB#164 TYPE . CB STA 37+14.41, 1231 R_ IE $"b RIM=48 .77 U U 0 - U cD U U_ w U_ w a- LU LL LU M O 00 N 00 v- 00 N Q1 M M M n N_! I� r, O 00 --i 00 N O% 00 m co Qt 00 0) 00 m � � t- I- U_ w U_ w O O 00 v- M Ln t0 O 00 oo oo m � (NW) U U_ w U_ w *1 N N 00 �_ � M t0 - rl O 00 00 U t- U U U LL LU LL w 00 Ln 00 t0 Ln t0 0� O 00 m 00 U U_ 00 M 34+00 35+00 36+00 37+00 38+00 39+00 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' �1 ■ 1 1 95 1 Ln 1U SDCB#136 ACB T TYPWRD W 0 CD Ln ss- T- - + -W W- oo W_j U_ J / ) N W L RD- V ------------� a 33 1 SDCB#136 TYPE 1L CB STA 39+46.11, 12.68 L 500 RIM=490.48 IE 18"0 = 485.99 (S) IE 18"0 = 485.99 (N) IE 8"0 = 488.70 (E) _ IE 8"0 = 486.82 (W) -25 LF 8"0 DI @ 1.00% SDCB#170 TYPE 1 CB STA 39+46.11, 12.64 R RIM=490.62 IE 8 0 = 488.96 (W) 74- 490 ':1 470 cD U w U_ O 0000 rl Q� 39+50 m w H Q 0 z O a U u1 0 z 0 w L V U., m J LU or co a, U JZQL� � M L d o 00 -0 o Z:�2 o� c) cr � o C7 to W0�cr� Lu - °' z W > [2) xo t �N Co Z�foV) LL z �Ln,o Lo w^ate zLUop WzL (045 y N z -d Z6 a LU ra U KYF•$ S� of46 jt is � NA 9 February 2024 0 o 0 z 0 Q o Lo ti N Lo a T w Z C G m 0 0 Q p Q ❑ O m v) ��// w LL �j J p Y J o z LU w Q J �� 0 IL tUy two m Q O g �Qrn m 0 Y z g ULU Y o�g � W Y Y 0 `-)I- �00Y U W Z W z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C44 44 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 1 1 � 1 1 95 i 1 SDCB#136� 1 TYPE 1L CB RDT RD i MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C46 I o I I N + to I I I � V I C I _ I I cn SDCB#73 \ \ I I TYPE i1 CB 25LF8„oq -- - I co / DI @ 1.00196 oja 93 i 92- 498 r) w 89 \ �1 90 i o ° i N—� — — — — — — SDCB#18-- SDCB#69 ,N -- ---------TYPE 1LCB — ------ --�-- TYPE ICB,, RD\ RD \ TYPE 1 CB T �, U 150 LF 18" 0 HP STORM @ 1.00°/a ° ° ° . ° ° ° -- — �-' 146 LF 18" 0°HP STORM @ 1.42% �� o L1.1 s �`S SS SS ss W o _ o ss—� ss � ;s ass � — — _ N ROAD BK -ssrss ss --ss °ss 40+00 0 ��— _ 25 LF 8"0 DI @ 1.00% W W 1+00 � — �— 0 w �, w w w w w °° 4 9 8-- 42+00 — — Z�' �� w�— w w w w w N V— H II — D RD RD O ' RD RD RD, RD U--- —------------- ------ SDCB#171 1 ---------------�- --- SDCB#170 TYPE 1 CTYPE 1 CB B I I 1 34 ,. • ,O�M � b Np 5�� \ t ° SDCB#172 TYPE 1 CB_ _ ------------=496 RD RD �_ —ID - 98�—�. ---------------- -- -- n- 1 � I I o I I o SDCB#173 -TYPE 1 CB I I W I —RD—RD 510 510 KUHU 131\ HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m W Q 0 z 0 a U u1 0 z O w of U � m J LU o a, U JZQLn� M L •�200-0 o-, o �c zJ o —� cr U-)o C7 � LU 0 c � LU T °' z r) LU > o t �N Co N z D Cc Ln LL 2 n rn �Ln"-0o w^ate zLU Zop v LU '"' ern (0-0 (Dr-4 -d Z6 a LU c: ra J 0 U �YF•$ S� oflet jt 46 is NA 9 February 2024 0 0 z Q Lo Lo z N a T W Z LL 0 p Q ❑ � O LU .� V) ��// LULL 3: J p Y J o z LU wLU F- Q J 0 z cn m 0 LL tUy two m Q O g 0Qrn m 0 Yz� U g Y o�g ir W Y Y 0J Ln U �00Y U W Z LL]W Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C45 45 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 12"0 HP STORM @ 0.50% 52 51 50 49 ED SDCB#178 — - SDCB#72 TYPE 2 CB MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG CONTINUED SHEET C54 CONTINUED SHEET C55 PVI STA:47+87.87 KEY MAP_ 1 45 -------�Ln TR RD---A U LU LLJ 49+00 48+00 47+00 ROAD BK 46+00 45+00 44+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' c 10 711 M1 :i m w H Q 0 z O i= a U u1 0 z 0 w of V U-1 m J LU o a, U JZQLn � M L • d 00 -0 zJ2 o� c) cr 2 ce o (D W0�cr� Lu � d' z LU>Lo o+j �N m Z fo V) LL a 2 n rn VV}q�o u� n w^ate zw� c � z LLJ � F y N -d Z6 a LU c: -ffi J_ 0 U U �YF•$ S� of jt 46 is NA 9 February 2024 o 0 z Q Lo Lo z N a T W Z LL Q > 0 Q ❑ m 0 � V) w LL �j J p 0 Y J o z LU wLU F- Q J 0 z cn m 0 LL tUy two m Q 0 g 0 co 0 Y z U g Y o�g ir W J Y Y 0 Ln U �00Y U W Z w z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C46 46 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") SDCB#193 TYPE 2 CB 48" 0 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON i i SDCB#156 TYPE 1 CBS i i x \ 486 x 'p0 ° Cl � SN �o zN�� CONS PVI STA:122+14.95 o PVI ELEV:483.35 0o LP STA:121+77.45 + I D Cl Ml A07 -7tl 490 v Ln + CDK:128.26 Ln LVC:75.00 N + 490 fN � EXISTING SURFACE FINISHED SURFACE AT CENTERLINE AT CENTERLINE U 2.32% ____---- 00 M. rj U fj U� > 07 11 EXISTING WATER MAIN > Um > m o o� C7 w w — — 1.74% ------ _ — _ _ _ — 480 r — I I _ _ _ — _ — — — — 480 �7 I EXISTING 660 STORM MAIN UNDER SEPARATE PERMIT LJ ____------ _ 470 470 _----------- -_ 460 -------------------------- - ---- - -------------------- 52 LF 18"0 HP STORM @ 0.51% SDCB#198 TYPE 2 CB 48" 0 STA 122+59.61, 39.90 L_ RIM=483.42 IE 18"0 = 477.47 (NE) — IE 12"0 = 477.97 (SW) 4 60 ------------------ 72 LF 18 O HP STORM @ 1.20% SDCB#116 TYPE 2 CB 48"0 SOLID LID STA 11+69.31, 30.98 L RIM=481.40 IE 24"0 = 473.89 (W) IE 24"0 = 473.89 (NE) IE 18" 0 = 474.39 (SW) =25 LF 8"0 PVC SDR 35 CN 3.85% SDCB#156 TYPE 1 CB STA 121+67.72, 12.66 L RIM=482.29 IE 8"0 = 478.53 (NE) EXISTING SEWER MAIN C9 w 00 tp 00 I� U LU Lr) 110 LL n O 00 C7 C7 0 CD LL LU LL LU In Nr N t0 co M N + 4 N N M 00 00 00 00 0 0 U 0 LL LU LL w +-a a) to Ln rV —4 0� M : Lri 00 co 00 00 U U U (7 U_ w U_ w M rN m T M I" I- Ln Ui Q� r_� 00 co 00 00 U U_ in to rl: 00 120+50 121+00 122+00 ROAD BH 123+00 124+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O 0- co w 0 z O w V u m J LU o a, U J ZQ� � M L • d 4O 00 -0 C m �6 o c) cc ceo C7 LL' O's LU � °' z LU>Lo o+1 �N m Z=X Cc U-) fo L a = 2 n rn �V}Lqr'_0o ur w ^ate z LU op L LU y N -d Z6 a LU c: f J_ 0 U U YF•$ S� of46 jt is � NA 9 February 2024 0 0 0 z 0 Q o ti z 0 N a 6i Z C G m 0 0 0 Q ❑ F--- O m V) ��// w LL >j J p 0 I Y J o N z 2 LUF� wLU Q z _ 0 LL U gwo m Q O g 0Qrn m 0 Yz� Y o�g ir W Y Y 0J � U �00Y U W Z LUW Z z co U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C47 47 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET(11"x17") CONTINUED SHEET C50 4-\1 co \ \ r) \� \LAj4�6 I� m mp 6 CONNECT TO EXISTINGIE 492 95 _ - � ° - -° ' • , .° ° " ° I I Q2 .• / ` �� / / / SDCB#200 31 LF 18"0 HPSD STORM @ 2.10% PROPOSED STORM LINE - UNDER SEPARATE PERMIT-' ----- _ D- - - - / TYPE 2 CB 48 0 / SDCB#209 - - - TYPE 1 CB - - _ S - - S�sO� _ — — — — _ — — M — — _ _oA� M 1 128+OOp 25 ` . e - - - / �2�0� LF 8"0 PVC SDR 35 i 0.50 /o CONNECT TO EXISTING STUB I IE=4$4.555 H I - - S - -S SDCB#109 W - - �° pp, - .TYPE 2 CB 48"0 I R _ 0,8 Ar 110 Aga SDCB#1 q, Pr 000N INUED SHEET C51 Ln 510 � � + 510 500 SURFACE n m -i Cq--4 M Ql to� N w-m � j (A w U Elu 0 o tD ko N W > Ln m > _ _ PVI STA:126+72.00 PVI ELEV:499.55 HIP STA:126+97.00 - HP ELEV:500.052 - K:8,85 — o Ln _ LVC:50.00 _ Cl CDo (n oo N W -4 U Ul W > w II ¢ U) ,� Y `O Co "' 0 II U' W o �- 2.00% 2.00 /o I — EXISTING SURFACE AT CENTERLINE 500 PVI STA:125+67.17 PVI ELEV:491.53 LP STA:124+97.17 LP ELEV:489.91 t\ ,� K:26.29 LVC:140.00 al QO', 00 � N W ' 4 U U m FINISHED AT CENTERLINE — _ — / 490 - - - - / / 490 2.32%------- - �- EXISTING WATER MAIN \ - - - - - _ 774 480 — — - I I __----------------------- 480 ------- ------- EXISTING SEWER MAIN 470 _____-----1 0 I ---- -- 24 LF 8"0 PVC SDR 35 @ 0.50% SDCB#109 470 31 LF 18"0 HP STORM @ 2.10% --------- --- ------- --- TYPE 2 CB 48"0 STA 126+52.68, 11.90 R RIM=497.92 IE 8"0 = 493.04 (W) - ____---- SDCB#200 EXISTING 660 STORM MAIN UNDER SEPARATE PERMIT —IE LUi r*l O1 oll oa V TYPE 2 CB 48"0 STA 125+05.34, 39.87 L RIM=489.03 18"0 = 485.11 (E) IE 12"0 = 485.61 (W) IE 8"0 = 485.94 (S) U W N n O at UUU W N Lo +1 0)cr V_ W N tD N LD w� m Ln Il oo � w w Ln tD " N to Ln 00 Ln N 00 00 m m co 00 00 V_ V_ W W LL W " IT to 0) M 00 °O o ': n n (31% rn rn V_ - W W LL C7 o -i M 0l O to Q o rn o Ln V_ Ln W tD r\ M rn U W C7 r\ N o Lo 124+00 125+00 126+00 127+00 ROAD BH HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 128+00 KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U co w 0 z 0 w V � m rono J LIJ o m U JzQLn� M L d o 00 -0 c m r6 oa= Z: o3 o C7 to W0�cr� `I LU z W> L o+' �N m N zD C54n � � LLa= z rK Q� �qV)Ll)�o w^ate zLu z� cv y N -d w� ro J 0 U �YF•$ S� of46 jt is NA 9 February 2024 0 o 0 z Q o ti z N a T W LL Q > 0 < 0 m (f} w LL �j J p Y J o z L, 2 w �� Q J 0 U_ U g Lu o m Q p g 0Qrn m 0 Y z U g Y o�g W J Y Y Ln U �00Y U W Z LU W Z z co U U DESIGNER- M. GOULARTE ENGINEER: J. HAUG DRAWN. V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C48 48 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 ° 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET (11"x17") I I I .° I • CONNECT TO EXISTING STUB % SD_ /— s 1 IE=516.10 _ _ — D 25 LF 8"0 DI @ 1.00°� _ _ —SD— 101+00 so— PROPOSED STORM LINE UNDER SEPARATE PERMIT _ — — M M�� 00 o SDCB#107 — — — — O� \ i o / / CD \ s i 35 LF 12"0 HP STORM @ 0.50% 0 CONNECT TO EXISTING STUB \\ '� IE=511.12 cl 100 SDCB#149 \ Lnz TYPE 1 CB �a m 25 LF 8"0 PVC SDR 35 @ 0.50% �� ♦G�'C v Q ZNv� GONE 111100 530 5', a 41 - U , UED SHEET C52 TIN CON Oki 530 ,0 25 LF 8"0 SDCB# 149 FINISHED SURFACE AT CENTERLINE SDCB#107 TYPE 1 CB STA 110+90.74, 21.67 L PVI STA:101+40.23 RIM=518.70 PVI ELEV:520.26 IE 8" b = 516.30 (W)—m 0; LP STA:101+77.73 � o LP ELEV:519.59CD + LnK:370.35 n o w LVC:75.00 o w Lo m w > n 5. EXISTING SURFACE AT CENTERLINE- PVC SDR 35 @ 0.50% 0 TYPE 1 CB STA 104+13.88, 12.66 R RIM=515.21 IE8"0=511.22(N) __--- --- --- \�_�_ _ _ — �- — — — — —------------- EXISTING WATER MAIN 5 -- -- __— --------------- —�-1 --- -- --r �— — - — _ II I I �_ — — — — I I EXISTING 666 STORM MAIN I UNDER SEPARATE PERMIT ----------------------- I I L -1 L J ----- --------------- 10 51 _ --- ___---- _EXISTING SEWER MAIN w O M LL. a% CD V_ A Ul LL. w u, w al cp al m Uf n: M Ln Ln %D tD -1 1 1-4 1 v) Ln Ul Ln L_ w u, w m M m .-i M N -A I- n 00 06 -1 ri , 4 " Ul Ln Ln Ul) Li w LL, w M N m m _! Il O 0) 00 O N ,--i ri N _q Ln Ln Ln Ln LL. l4 i N V) 1U4+5U 104+UU lU3+UU ROAD BJ HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' lUl+UU m ic M KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co w 0 z 0 w V � m M JLu0 JZQLn� � M L d200-0 � rn � z2 o3 cr cp � o C7 to W0�� LU�°'z W>Lo o4-+ �N m z=XC54+ Ln La= 2 n rn �qLnLqr'�o u� w^ate zZ00 v W'—'Lr) (o a y N -d Z6 a LLJ J 0 U YF.� S� of46 jt is NA 9 February 2024 0 o 0 z Q o Lo I Lnw Z C ^ m 0 0 G Q p Q ❑ m O � V) ��// w LL 3: U p Y J o z LU wLU �= Q J z Ln m _ Uty �a oLL Qm rnx Q O m O Yz3 g ULU Y o � W J Y Y � Ln v �00Y U W Z W Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C49 49 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 113 I � � w N I I / ,SD 0 G � i Un / r Z ..tee• 25 LF 8"O PVC SDR 35 @ 0.500o SDCB#149 L0 tTYPE 1 CIB 6*111 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. 498, 8�6, \ O�� ( \ RLDLn -- --_/_ o__ts_ p----S7— 0 7\ \ �� W 0 — W �— W �— W 107+0W I �1 W ° — — — PROPOSED STORM LINE g — UNDER SEPARATE PERMIT \ a U ch ,1 VJ / PVI STA:105+53.80 PVI ELEV:512.83 HP STA:105+03.80 CONTINUED SHEET C48 PVI STA:107+76.09 PVI ELEV:496.48 520 510 FINISHED SURFACE AT CENTERLINE HP ELEV:513.725 PVI STA:106+69.70 PVI ELEV:502.24 LP STA:107+19.70 LP ELEV:499.53 rn o -4 + HP STA:107+41.09 HP ELEV:498.37 510 a c' N K:13.62 � WATER MAIN -- — 0 O0 M o + `a o Ln w .o `� M o M LVC:100A0 -1 ad a �- cn 00- .. U K:28.26 LVC:70.00 + Ln vim Ln cw� — — EXISTING Ln U w ^ oo r^ vim K:26.81 LVC:100.00 — — — 00 oM r-1, Lr' U + Ln + _4U v- 4U EXISTING SURFACE AT CENTERLINE — vi m m U) LU > L J I \ 500 500 �� --- _--- _ `_------ L_ -1 \ _ EXISTING 660 STORM MAIN UNDER SEPARATE PERMIT \ _ 490 490 MAIN \- EXISTING SEWER PROPOSED SEWER MAIN PROPOSED WATER MAIN 480 480 U w o M Ln LD LL. al .o vi U w co rV r' u- U LL. a) Il M ui (5 0 w u_ r-i N LLnn Ln w .o O � LLnn 0 u. o .o CO LLnn t7 w in o Ln oLn (D LL. ri N V_ Ln O w m Im a q U L_ rl .D CDv- oLn w L_ o m Ln O� N V_ w ri 1p r V_ U U_ v- rn ko � 104+50 1U5+UU 106+UU ROAD BJ HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' lU7+UU 1U7+75 KEY MAP m w H Q 0 z O 0- co u1 0 z 0 w V V) m co J Lu o a, U JzQ�� = M 0 C � � z��o� -� � o (D 7E] w00�� MLul T m w>�0 �N m z D Cc (!) 'a LL a = 2 n rn �qV)o w^a� zLU z�v w'—'�'�� L N Q LU C J_ 0 U Y F. S� of jt 46 is NA 9 February 2024 o 0 z Q ti z N a � W Z C ^ m 2 0 G 0 0 Q ❑ m 0 � V) ��// w LL 3: J p 0 I Y J o N z 2 wW � Q J 0 D Z (A M _ 0 LL U two m Q O g 0Qrn m 0 ck Yz3 CL U g Y o � W J Y Y C7 Ln U �00Y U W Z W Z W z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C50 50 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG �c9 SDCB#151 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON . 1. . a C m ROAD BJ ' — U) �L"" co ��--mJ ' ' j 'Ln Ln ' O SDCB#102 ��--_7TYPE1CB_ I � I \ ss �_s ss W W W— VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. w CONTINUED SHEET C44 — — — — RD RD T /° • � I RD AI SDCB#153 TYPE 1L CB —Ss_ 109 00 � _ W W_4__' - W_ 3E W N tM 31 LF 8"0 DI @ 0.50% A o i L o TYPE 1 CB N \ . � cn \ _ — — — -----------34LF12"0HPSTORM @6.86% cn ��° \N� I I v 0 I cnNTTNI 1Fn gHFFT C44 130 LF 12" 0 HP STORM @ 6.08% • • ° SDCB#59- 3n 107+50 108+00 109+00 110+00 ROAD BJ HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP m W H Q 0 z O a E U U) u1 0 z O W of V V) m JLUo rn JZQLn� � M L � • d O 00 -0 V O0 Q 2 zo �, z2oo� C) cr 2 ce o (D W0m�� LUTMZ LU > [2) o t �N Co Z ILn fo LL 2 n rn �V)4o w^ate zLU Zo (Inn LU'—'m a y N 2 -d LU J V) U Y F. SO jt 46 is NA 9 February 2024 0 0 z Q Lo Lo z N a W z LL 0 0 Q ❑ � 0 LU .� V) ��// W LL 3: J p Y J o z LU wLU Q J 0 F- z cn m 0 LL tVy two m Q 0 g 0 m 0 Yz� U g LU o�g ir W Y Y 0J v �00Y U W Z LL]W Z O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C51 51 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) 81+00 WN W MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C54 as I \ a ` •` O 4. I I m (a a I I IoC V) U 00 • 0 SDCB#160 M ------TYPEICB7\,��-------- L.f) s_ss�ss�so��—ss �— �s-moo U w P� W t� o KEY MAP LU__ a0 LL M_ z E--� N 'e z I I 1 � i I log Lf) CONTINUED SHEET C49 PVI STA:81+59.25 530 n„T T71 M 1. C,A rA 530 5Z0 HP STA:81+34.25 HP ELEV:521.959 FINISHED SURFACE AT CENTERLINE _ 520 o N Ln w U Ln 110 K:17.40 Ln N 00 Ln + M + 00 w U 00 > 1.69% m 0° > "' EXISTING SURFACE AT CENTERLINE A• 85+ Hp ELEV. 23.9� 5Q4.89 - STq .8 4+ 3,4.56% �o STORM -EXISTING 660 UNDER SEPARATE RMI :280Q1 L Q0p-+N i 10510 U m 92 z2 H P TORM @ 79 o ROPOSEp WT MgIN --------------- - > m - - - - - - ------- - - 500 EXISTING WATER MAIN SDCB#30 TYPE 1 CB STA 82+18.99, 12.66 LHP RIM=518.54 IE 8"0 = 516.62 (S) 25 LF 8"0 DI @ 1.03% SDCB#78 TYPE 2 CB 4810 -STA 82+18.99, 11.88 R RIM=518.68 IE 8"0 = 516.36 (N) IE 12"0 = 514.68 (E) SDCB 1 CB TYPE 1 CB 5TA 84+95.37, 11.66 Lij- IE 8"0 - 503.97 (S) 777 24 LF 8"0 DI @ 01 0% 500 STORM 2 90o/a 183 LF 18,10 PROPOSED SEWER MgIN EXISTING SEWER MAIN 490 SDCB#28 TYPE 2 CB 48"0 STA 83+10.96, 11.88 R RIM=514.48 IE 12"0 = 507.39 (N) - IE 18"0 = 506.89 (E) IE 12"0 = 507.39 (W) 490 SDCB#130 TYPE 1 CB STA 84+95.37, 12.66 R RIM=506.07 IE 18"0 = 501.58 (W) IE 18" 0 = 501.58 (E) IE 8"0 = 503.73 (N) C7 LL LD 0 w Li a) N 00 t0 00 . -� r-I N Ln Ln 0 w 00 � k6 .-1 Ln LD LL 00 tp +--� Ln u w Ln � k.D .-1 Ln LD LL 0) M n r 1 Ln cD w o M. L!) .-1 U) (3 LL 4 4 Ln r-i Ln 0 0 w LL. m m , q 00 N +--� +--� Ln Ln U w o M 11 .-I V) 0 LL. Ln Ln O " Ln C9 w Ln o M .--I Ln (D LL. N N 00 CD Ln L. w m N Lf) o LI) 0 LL 00 m Ui O m 81+00 82+00 83+00 84+00 85+00 ROAD BP HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U w a z 0 w V � 00 M _jLU 0 JZQLn � M L •�J00-0 c M " Z:�2 o3 —� 2) cr � o (D Ln FM wOm C)�� LU�°'z w>Lp xot N m � z=xoc+n �fo LL 2 n � Ln Lr) u� w ^ate z LU op z L LUmr) y N -d Z6 a wc: f J_ 0 U U �YF•$ S� of jt IS NA 9 February 2024 0 z Q o m ti z N a z Z 0 Q ❑ 0 � cn (!} ��// w LL 3: J p Y J o z LU 2 LL] F- Q J 0 0 zcnc., 0 LL co�Luo m Q 0 g �Qrn m 0 Yz3 U g bi LU o �e J Ln C� ~ H �00Y U W Z LUW z Z coU U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C52 52 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CONTINUED SHEET C55 ' ! 7� 077 Il 18 LF 8'i 0 PVC SDR 35 @ 0.500%0 I / II SDCB#165 ID � I TYPE 1 CB o / SDCB#1- / O r TYPE 1 C / I / N / 0 `r4 p0 LN — M Zo / M —y-- M / U N 81 LF 18"o HP ST( w = =; LU D I d D � I I U' I / I ' I I I 1G3 1 I MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C44 c� i cp + 00 ao s U) I � I I I V I) PVISTA:85+23.97 CONTINUED SHEET C44 PVI ELEV:504.89 510 LJD CTA-QA1 04 07 510 85+00 86+00 87+00 88+00 89+00 ROAD BP HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m W Q 0 z O i= 0- co u1 0 z 0 w U � m co J LU o a, U JZQLn � M L � • d O 00 -0 C o-, �6 o Z:2 o3 cr 2 � o (D W0's('� `I LU cl, z L U > o o 4-1�N m z=xoc+n U-) fo LL a 2 n �qV)Lqr'_0o w ^aV_ z LU Lor., or-, inn LU /z1� '� y N -d LU J 0 U ja � U Y F. S� of jt 46 is NA 9 February 2024 0 � 0 z Q C> N Lo z Z LL 0 > 0 Q ❑ � 0 LU .� V) ��// LULL 3: J p Y J o z L, 2 w Q J 0 0 F- zcnc., 0 U_ U gwo m Q 0 g 0Qrn co 0 Y z U g Y o�g ir W J Y Y C7 U �00Y U W Z w Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN. V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C53 S3 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 0 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG CONTINUED SHEET C52 KEY MAP CONTINUED SHEET C46 I� T I ce,� W 63 6Z i � I co c I \ W SDCB#182 I 61 SDCB#179 60 \ 59p SDCB#72 I I I UI �p TYPE 1 CB / / I TYPE 1 CIB I O 5 7 APE 2 CB I I °a //----------------- I ----------I ----- SDCB#27 / 25LF8"oPVSQDR35@0.51%/° II \ — — �_ /-------------- 1---------I---------- TYPEICB —/ N N a' \ — R RD RD RD RD- I �- I / PAD RD \ v I _� �� ° . ° ° , • — 1 — SDCB#178 TYPE 2 CB 48"0 W_ — n - - - -- -- - o I W W W W � I W W� i N� W W W W W W� N CD vim) 0+ 0 — — — I — _ o�' —W W W —W W— �� W W W I + — S — w SS 63+00 b -e — — — I o —SS ss—*ass - } —� �❑ — — I I ° 61+ SS —SSA s LSD- SS SS S SS—� —SS S SS 65+00 a ,r v N SS , _ SS SS—� �l I_ � 66+00 o SDI SIDLn J RM @ 0.50% 205 LF 12"� HP STORM @ 0.50% N -�' I I SD 108 LF 12' 0 HP STO ° . 117 LF I c — 12"0 HP STORM @ 0.50% ` J �� ... -- — -- -- °°_ ° •= °° • °--°. g • ° •° ° B° - °° ° ., ° ° ° v can � SDCB#28 5 R _ RDA RDCD — — — — TYPE 2CB48"0 I I, % __-------------------- \ ---- RD \�RD D / o+ I /I/ I\I ---------------- ------ �� -- T-----------------------,.— D t� I / SDCB#183 _— — — — — — — ----_ ° I � / TYPE 2 CB 48"0 I I\\ I I SDCB#180 I I I SDCB#77 \ I I 65 \ TYPE 2 CB 48"0 I I I TYPE 1 CB 66 \ o I I 67 68 I I s�� 69 70 71 72 I- I I I I �✓ I I v � I c I I � r �' • I - I I I� � I ° — I 1 CONTINUED SHEET C52 CONTINUED SHEET C46 sin sin 60+50 61+00 62+00 63+00 64+00 65+00 66+00 ROAD BM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m W H Q 0 z O H a U W 0 z 0 W V � m JLUoomo a, U JzQLn� � M L � • d O 00 -0 r rn z�� o� —� c) � o (D W0m�� Lul °' z W>L of �N m z=''C54n V? LL a 2 ii n rn �V)��o � v- w u^an Z Lu :�3 cn L4 Wz�°(0-5 y N -d cr LU J_ 0 �YF•$ jt 46 Is NA 9 February 2024 0 0 z Q Lo Lo z N a Lo z W Z LL Q > 0 Q ❑ � 0 LU .� V) ��// LULL 3: J p Y J o z LU wLU F- Q J 0 z cn m 0 LL L) w o m Q 0 g 0 co 0 Y z U g Y o�g ir W J Y Y 0 Ln U �00Y U W Z LL]W z Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C54 54 OF 100 520 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) 0 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PR03ECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG KEY MAP CONTINUED SHEET C53 CONTINUED SHEET C46 7m e 80 ' 79 1so 78 I I 77 ci `504 -- I I 1 \7 1 75 -- 74 I CD � I ° CD o-- - - - - - - - - - - - ---------- I 1 ° 5a4� OS RD RRp RD ` R� ��------------ ��------- _---'-- ------------ --- SDCB#31--- Lo RD- RD- - - - - - - - _ _ _ \ RD Rp Rp Rp TYPE 1 CB T N co ' SDCB#165 KD RD v o ' TYPE s J 6 j U \ cn 504 �n I o I.° 50.L- - 1$ LF 8"O PVC SDR 35 @ 0.50% W W I W W W w W w w w � v +oU v - - -ROAD BN I -W w w w w -w - SS SS _ - � 72+00 OG I 73+00 25 LF 8" 0 DI @ 1.00% - N ss s` - - - ° SID -SD_SD �s SS Spy SS SS Spa SS �. / \ �S Ss �- 74+00 75+00 cn D I II S SS SS SS S ss SS SS v 0 76+00 SDCB#79 68 LF 12"0 HP STORM @ 2.92% I i - TYPE 2 CB 48" I ° 9 ° ° 315 LF 12" 0 HP STORM @ 0.50 /o 0 504 S ° ° ° - I SDCB#143 - - - - - - _ I N �• •I° 4 � � • 504 'TYPE 1 CB RD - - - - - _ - . ° o . Ln ° ; / \ RD R �-RD IRD RD - - - - - Nv (, lJ ° -----� Ix «� 1 -------------��---=-------------- ��RD RD RD ---- 1 I I RD p o - - - - - - - - a ° i I act \ 1\ I I ,J-� -SDCB#140 1 �� \ �Ncn 9 I00 = I 81 \ \ I 1 TYPE I CB \ g v I P 1 1 I _ 82 3 84 85 1 o I , I 86 87 00 �4a$ I I 88 z o ° 0 ° N I - - 1 � I e •e N + s e .- v 6 1 I 1 I :�Ln U_� :I I o fn w min CONTINUED SHEET C53 CONTINUED SHEET C46 520 510 a, 0° + Ln '-' ^ U Ln > � m CO �,, r1iw n > PVI STA:71+51.89 PVI ELEV:501.09 LP STA:71+57.30 LP ELEV:501.41 K:21.45 0, Ln LVC:75.00 `Y'• tD a, � CD •- U U, > ''' w SDCB#143 TYPE 1 CB STA 71+55.75, 12.66 R RIM=501.28 IE 12"� = 497.30 {5) IE 12"� = 497.3d (N) IE8"0=497.30(W} EXISTING SURFACE AT CENTERLINE -- 0, M � Ln v fn .4 o + Ln N > > m m ---_- PVI STA:73+39.79_ PVI ELEV:503.90 HP STA:73+52.06 HP ELEV:503.807 K:24.92 LVC:50.00 - -- - - --- m � rl� 1'1� � m � o M "' N > > w w ---- -- -o + -� `n Y a m a Ln 510 SDCB#79 TYPE 2 CB 48" O STA 85+76.88, 11.88 R RIM=501.14 IE 18"0 = 494.81 (W) IE 18"0 = 494.81 {E) o IE 12"0 = 495.31 N o () a o Ln o M Ln o � Ln ^ Li i U in > m PVI STA:74+91.00 PVI ELEV:503.13 LP STA:74+68.77 LP ELEV:503.28 - K:29.87 LVC:75.00 Ln - - - ----------w oLn 00 � o Lii Ln ^ U U W > ____ n ii ko o 500 Q FINISHED SURFACE AT CENTERLINE Ln > w w 500 - ------ _ - - - - w o w 18LF8"0PVC SDR35@0.50% SDCB#165 TYPE 1 CB STA 71+55.75, 5.66 L RIM=501.28 IE 8"0 = 497.39 (E) IE 8"0 = 497.39 (W) ° 0.51/o ° 2.00 /° 1.50% PROPOSED WATER MAIN _ - - - 490 _ - - - 315 LF 12"� HP STORM @ 0.50% SDCB#31 490 - - --- - cD LL � M M CD Ln TYPE ICB STA 74+70.36, 12.64 L RIM=503.01 IE 8"b = 501.36 (E) IE 8"0 = 501.35 (W) 25 LF 8" 0 DI @ 1.000/, SDCB#140 TYPE 1 CB STA 74+70.36, 12.68 R RIM=503.15 IE 12"0 = 498.87 (S) IE 8" 0 = 501.10 (W)J (D LL 00 Ln LD I: Ln M C7 0 Ln Ln w n .-i Ln 0 Ln LL 1-1 M � 0 Ln iJ t_ ', - - - - 6$ LF 12" HP STORM @ 2.92% PROPOSED SEWER MAIN c� W co 0> �o O'l ,I-Ln cD LL LL O N M M M S.O O O` LL w O N +--. _! cN 00 (Do, Lo Nr LL W M n+ : °0 " 00 O Q, Ln I- (D LL w LL LL 4 i to o• °D C� Ln o " O N Ln O o Q 0~ Ln Ln Ln . U (D LL w 4 -1 M M M 0 0 Lo m c) cD LL W 1 Ln 0O 114: m m 0 0 Ln Ln (D LL w m Ln Ln ,-i M cD 0 o Ln Ln LL O °O Co O Ln 70+50 71+00 72+00 73+00 74+00 75+00 76+00 ROAD BM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w H Q 0 z O 1= a U u1 0 z 0 w V V) m co J Lu o a, U JZQLn � M L` •�J00-0 c o-, L (Doua= z6 cn z J o 3 cr � o (D to LL' O's�� LU�°'z W>Lo xo+' �N m Z=XC54n Ln fo La= 2 n rn V) 1- 5 w^ate zZ:�3 cnv W'-'Lr) °( N ;f -a W J 0 U �YF•$ S� ov ff46 .d�O'o' jt is � NA 9 February 2024 0 0 0 z 0 Q o m ti z N a T_ w Z C G m 2 O= Q 0 Q ❑ m 0 � V) ��// w LL 3: J p Y J o z LU 2 U-)LU Q J 0 Ln z cn M _0 0 LL tUy two m Q 0 g �Qrn m 0 Y z Y o�g W J Y Y C7 Ln U �00Y U W Z W Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C55 55 OF 100 L�7n GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C49 o $ I II I. `; I 109I \ I \ I _+ CD n \\ o I T � I \� I° 1 0 I a \ TYPE 1 CB I co i1Z+00 I \\ 4;� IsD ki CONTINUED SHEET C49 of �o Lo , �l 107 SDCB#146 TYPE 1 CB i 10b o 1 I I I I I I SD --'SD-- 114 Lo I LF 12HP @ 5.46% 1 02�SESTORM + SD Su . SD� S SDCB#147 TYPE 1 CB I� r I � SDI'' Ln U LU LU ' V) SD-'0 LU z 0 U lz1n 0 a SDCB#108 STA 110+66.10, 24.07 L RIM=518.84 Q IE 8"f6 = 516.05 (E) m IE 12" 0 = 514.84 (5) SURFACE ;�° PVI STA: 112 + 82.23 PVI ELEV:514.12 HP STA:112+57.23 �; FINISHED Lo AT CENTERLINE 520 IE 12" 0 = 514.84 (N) o ° — w w HP ELEV:514.813 K:11.95 LVC:50.00 + Ln 520 EXISTING SURFACE AT CENTERLINE M co N oN + Q PVI STA:113+77.96 PVI ELEV:507.47 1.0un Ln �Q Ln 2.76% _ ------ uj > Um u; > Uw pow w ao �Ln LP STA:114+15.46 LP ELEV:505.45 -- -- -- — 1----_— K:48.08 LVC:75.00 ------- — — — — — — f w — r-i U \ m � •--4 w LLI U LF 8"0 DI @ 1.00%_ ° 25 510 \ 510 SDCB#107 \ \ \ TYPE 1 CB STA 110+90.74, 21.67 L IE 8" 0 R5 IM6.30 (W} S.3ga /o 2021E 12 ,o MP ST M @ 5 4\ OR \ 60 SDCB#146 TYPE 1 CB STA 112+29.86, 0.03 L \ \ RIM=515.57 IE 12"0 = 512.57 (E) \ 500 \ 500 SDCB#147 TYPE 1 CB STA 114+32.16, 0.16 R RIM=504.55� IE 12"0 = 501.55 (W) IE 12"0 = 501.55 (E) 490 490 �u c� c� LU LL cD (D cD cD LL LU U- u l cD cD cD LL U- w U 0 cD LL LU U- LU LL U U- rn � 1.0 LPL Ln LPL O rV 00 o N CD + 4 m Q N m N CDr-i Co o� O M m Ln n - n n r-1 —1 Ln Lo 00 1.6 r< —4 —1 —1L Ln Ln Ln Lri ,--1 Ln Ln Lr` N n 6 o6 rl O o c� Ln Ln Ln � t0 o Ln rn 0 Ln 110+00 111+00 112+00 Al I FY HORIZONTAL SCALE: 1"=20' 113+00 114+00 114+50 KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U co w 0 z 0 w V � m M JLu0 co JZQLn � M L •��00-0 r- M" Z2 o� c) cr � o C7 to W0�� LU�°'z LU > Lo o t 0�N Co z=xoc+n Ln La= 2 n � V) 5 w^ate zwLor., or-, inn LU (Dr-4 -d Z6 a LU c: f J 0 U AjI', — S� of jt ,6 is NA 9 February 2024 o 0 z 0 Q o Ln ti z N a � W Z Z 0 O 0 LU ❑ J � J (f } w Q J o 0 Y o z LU wLU F- Q J 0 zLnm 0 LL tUy two m Q 0 g �Qrn m 0 Yz3 Y o�g W J Y Y C7 Ln c v �00Y U W Z LL]W z Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C56 56 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") Ln U W Uj ul 0 LU z 0 U MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, CITY OF PORT ORCHARD, KITSAP COUNTY, RANGE 01 E, W.M., WASHINGTON CONTINUED SHEET C44 \� J I 1 � I I I I 1 SS 0., %m a can I SDCB#164 0 I TYPE 1 L CB I I � 13 LF 12"0 HP STORM @ 0.50 o I I I II o \ \\ � \ r-, ` 117 11� + —00 120 / 121 I 122 123 i 510 ' I118I 118 I 25 LF 8"0 PVC SDR 35 @ 0.49% � I I 1 00 I I CONTINUED SHEET C44 488 = 03 co 510 500 — o 110 M N Mo m — — — — — Ln w_ Ln Co U PVI STA:115+55.30 PVI ELEV:497.91 HP STA:115+30.30 HP ELEV:499.258 K:17.60 o In LVC:50.00 M 00 mo � Ln w U Ln al w — Z3o 2;2YZ, 0NPSTD oN m m ' Ln Lij> \ \ U m m PVI STA:116+35.20 PVI ELEV:491.33 LP STA:116+72.70 LP ELEV:490.21 K:14.34 LVC:75.00 \ _ 500 0� ,^,] a r" a) �o ail U 5 J9% i o o 490 CD SURFACE 490 / rI 11 FINISHED AT CENTERLINE — � 00— IT LU-- W _ J 3.0 o 0 /o U W 480 480 EXISTING SURFACE AT CENTERLINE 470 470 0 U- co N � m 0 W IT N Ln m q- C9 U- n O , 4 rn v- SDCB#208 TYPE 1 CB STA 13+78.15, 602.97 L RIM=489.25 IE 12"0 = 484.25 (W) IE 12"0 = 484.25 (E) 13 LF 12"0 HP STORM @ 0.50% C7 C7 W U- m al M M Ol m co v SDCB#148 TYPE 2 CB 48"0 STA 37+08.57 11.90 L- RIM=488.58 IE 12"0 = 484.19 (W) IE 24"0 = 480.90 (N) IE 24" 0 = 480.89 (S) IE 8"0 = 482.10 (E) (D U- N M m co IT C7 W I*l +--I N co � 0 LU m L 7 o 0 C7 LL w m O0% Lr t M o 0 Ln u") C7 C7 C9 C7 U- W U- LL �� m c0 ,! O U1 O N 00 CO 0 0 M rn Ln Ln v� C7 U- In M co co v- CD LL 114+50 115+00 welmoill HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 111+00 Etlmllll 118+50 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m W Q 0 z 0 0- co W 0 z 0 w U U-1 m J LUo 00 a, U JZQLn � M L � • d O 00 -0 C o ZJ O —zzrcc::)) cc 0) � o C7 to WOC�� wTMZ w>rLrl)ot �N Co Z = Xc �� LL 2 n Ql �q V) �o w^ate z LU op LU � � y N � -d w s= J 0 U Y F. S� of jt 46 is NA 9 February 2024 0 0 0 z Q o Lo ti z N a di Z 0 O 0 w ❑ � J J � V) W Q J o Q I Y J o N z LU w� F- Q 0 0 z LL tUy 2:ua23 m Q 0 g 0Qrn m 0 Y z Y o�g W J Y Y 0 Ln U �00Y U W Z W Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C57 57 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CONTINUED SHEET C44 I` \ I00, 19,10 \ i \ / .01 / SDCB#14--. TYPE 2 CB 54" 0 \ 500 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON @5�0,0 o� �0 jS QS ld� CONTINUED SHEET C43 / 1 \I SDCB#33 TYPE 1 CB 93+ 0 93+20 — — i� II Aq i 500 490 0 0 o 490 PVI STA:91+41.16 PVI ELEV:481.24 HP STA:91+16.16 HP ELEV:481.741 ^ — K:37.38 � -i � � LVC:50.00 � C) + t— + O�w— mw I I gy m— U LU Uj W m — W FINISHED 480 Q Lo w � m U \ 2. — 480 CD + � I I L Y m w t7 SURFACE N 0%2.00% AT CENTERLINE EXISTING II AT CENTERLINE w SURFACE — _ ----- 470 _— ------ 3.34% w 470 PROPOSED WATER 101 LF 12"O' HP STORM @ 0.51% 64 LF 18"0 HP STORM @ 0.51% PROPOSED SEWER MAIN 460 SDCB#14 TYPE 2 CB 54"0 STA 32+73.50, 11.88 L RIM=481.27 IE 24"0 = 471.56 (SE) IE 24"0 = 471.56 (NW)- IE 18"0 = 472.06 (NE) 460 SDCB#33 TYPE 1 CB STA 92+59.24, 1.66 R RIM=477.42 IE 12"0 = 473.40 (W) TYPE 2 CB 48"� STA 91+52.41, 11.87 R RIM=480.61 IE 18"0 = 472.39 (SW) IE 12"0 = 472.89 (E) - UU LU Ln t0 i i c000 V_V_I- cD(D LL LU O Q1 N M - ri co U 0 cD0 LL LU LL LU M Q+ 4 O 0i O O1 � 1-1 o o a co co 00 � I- IT� Q) U U0 LL w U_ w to n O M M O I� � m � N t- � � N N U_ O O 00 � "t LUL 90+50 91+00 92+00 93+00 93+50 ROAD BR HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' c C KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a 0 U) u1 0 z 0 w V � m co JLUoM JZQLn� � M L d o 00 -0 co-� L O Q 2 Z 0 c 2 cr �o0� LL' 0'sa� W� °' z W>Lo xo+' �N m Z��oV) La= z �q V} Lqr' -0 u� w^ate Lo Z LU 00 �' (Inn z� W � -0 y N -d z6 a LU f J � � U Y F. S� of jt is NA 9 February 2024 0 O O z Q Lo Lo ti z N a T w Z C G m 0 0 0 p Q ❑ F--- O m LU ��// LL 3: J O 0 Y J o z LU 2 LL] F— Q J _ 0� U g w o m Q O g �Qrn m 0 Yz� U g Y o � W J Y Y 0 � v �00Y U W Z LUW Z z co U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C58 58 OF 100 470 R1.1111111 457 U w rn m 0+00 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (2211x34") 1 INCH = 40 FEET (11"x17) ' \ W MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON OUTFALL W/RIP-RAP . ... ... ...... ?l � 1Xpp� AFRic A 1gX� pp \ \ w \ SDCB#207 \ TYPE 1 CB � EXISTING GRADE @ CL OF BIO-RETENTION CELL 3" WOODCHIP MULCH, AGGREGATE, OR SOD (TYP) 18" DEPTH BIO-RETENTION MAXDESIGN PROPOSED GRADE \ — — SOIL MIX (TYP) WATER (TYP) @ CL OF BID _ — — — — RETENTION CELL +++ +++ ++ + + -- -- + + + + + + + + + + + + + + + + + BIO-RETENTION +++ + + ++,+,+++++ ++ CELL#1 +++++++++++++++++++++ +++ +++ +++ +++ +++ + + + ++ +.+++.+++.+++ 121 LF 1201PE RF. PVC @ 1.37% 76 LF 12' 0 HP STORM @ 0.50% \ GRAVEL BED AND BELOW MIN. 6" DEPTH ABOVE PERF. PIPE (TYP) SDCB#207 OUTFALL TYPE 1 CB W/RIP-RAP 5TA 19+46.55, 10.80 R STA 19+34.68, 64.45 LELE=464.37 RIM=466.38 IE 12"� = 462.85 {S) IE 12" 0 = 463.23 (N) IE 12"0 = 463.23 (NW) C? C� CD 0 U_ w U_ w 0 C7 U C7 J_ w U_ w U cD U_ w o^o 1P o � rn 1P � C LL o 00 co r*1 � � � ko IN ko � 00 ri � � t_ :I- t I BIORETENTION SYSTEM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 2+00 470 460 457 U J_ 3+00 Provide a 1" drop Provide a 1" drop from the edge of sidewalk from the edge of pavement BSM bottom width Edge of varies, 1' minimum pavement Overflow standpipe Sidewalk or curb -cut _. 6„ min. freeboard �. III Pondin depth �7 I_i—I g p I 11 —III—i 11= -"'_i III vanes II —II I Il - illl - l _— _ IIIII11 HI III 3" woodchip mulch, 3" woodchip mulch, —III—I "' aggregate, or sod — -- aggregate, or sod 6" to 12" 3" coarse compost I- in ponding area 18" Bioretention Soil 6„ Media (BSM) Mineral aggregate Mineral aggregate Underdrain pipe bottom width to match BSM bottom width Notes: 1. Scarify subgrade 3" min. before bioretention soil installation 2. Compact BSM to 85 o per ASTM 1577 NOT TO SCALE iwllliia Figure V- 7.4.1 b Typical Biore tention wlUnderdrain Revised February 2016 DEPARTMENT OF ECOLOGY Please see http://Www.ecy.wa.govlcopyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. DOE BIORETENTION CROSS SECTION NOT TO SCALE KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U w 0 z O w V U., m JLUo00 a, U JZQ�� rn 0 d 2 00 -0 C M r6 0a= zC 0 Cr Ceo C7 LL, 0 LU rn Z W> [2) X0t �N CO ZXOcV) � a � 2 n rn �V Jq--0o w^aV_ zLU Z�v LU y N 13 LU s= J_ 2 U Y F. W1, tV 5�Of let �P jt 46 is NA 9 February 2024 0 o 0 z az LO LO zo ti I� N az� w LU z Z LU �0� >� IMM—I Lu IW > J o Q I Y J o N z w� F- Q J 0 z cn M 0 LL U two m LLJ Q 0 g �Qrn m 0 Yz3 U g Y o �0 W Y Y 0J Ln U �00Y U W Z LL]W Z O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C59 59 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") \ 7SDCB#: TYPE 2 SADDLE I l ,1 129 LF MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON i Qo 470 470 0+00 1+00 2+00 3+00 3+50 BIORETENTION SYSTEM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co u1 0 z 0 w V � m JEDo rn JZQLn rn L • d 4O 00 -0 C M " ZJ O cr 2 ceo0� w0's('� LUrn°'z W>Lo xo+' �N m Z � fo V) . L.L d L 2 n Q1 �qV)Lqr'�o w u? I\ ^ate z LU 000 wz�'(0-0 y N z -d Z6 a we U �YF•$ S� of jt 46 is NA 9 February 2024 Q N � z Qz o N az� W z z 0 0 W > DC O V) m w O I Y J J N N z w� F� Q J z cn m _ 0 � tUy two m Q O g 0Qrn co 0 Yz� U g Y o�g ir W J Y Y Ln v �00Y U W Z w z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. coo 60 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON co Qo ZZ TYPE 2CB48"0ko E►L — / / C�� SADDLE MANHOLE �� •----------- 6+00 w SDCB#301 \ w \ w 129 LF 12„ o H j� - � SDCB#302 _ _ - - _ _ _ - _ TYPE 2 CB 48"0 / STO TYPE 2 CB 48"0 \� _ \ - RM @ Q5p% 4+00 S o S/ ��6 _ c S 21 191 LF 12" HP STORM @ 0.50% W S- / vy 30 LF 12" 0 HP STORM @ 0.50%_ \ / / c , 22 ► p0 _ -S- - Z4+00 _VC @ 2.50% 1 > - - 40CF8� \ \ 0+00 -\, 23+00 RF. PVC @ 1.54o% 87 LF 8"0 PVC SDR35 @ 0.50% S SDCB#227 � \ 1+00 �� S�� 2+00 TYPE 2 CB 54"0 \ i SDCB#307 33 LF 8" 0 PVC SDR35 @ 3.26% _ TYPE 1 W/BIRD CAGE _ 470 470 460 SDCB#303 TYPE 2 CB 48"0 SADDLE MANHOLE STA 21+00.57, 26.10 L RIM=466.81 IE 12"0 = 454.35 (E) 1 460 SDCB#302 TYPE 2 CB 48"0 - STA 22+34.60, 21.02 L RIM=464.82 IE 12"0 = 455.00 (E) IE 12"0 = 455.00 (W) 1 1 19I LF 12" 0 HP. TORM @ 0,5017o 129 LF 12110 HP STORM @ 0.50% 451 451 0 w ,--i � N kD 0 CD LL LU M co n i rV M � �n C7 v (D C7 LL LU LL LU � all Ln 00 Ltl � N U! M M I- v- �o kD ko �n U C7 C9 LL LU LL I (7) 00 ri 00 N � tD v- L1i Lf1 LY7 ko ko ko %0 (D C7 C7 LL LU LL �0 Ln m O� -i W to Lr) I*l to � � LL 3+5U :MeIJ 5+UU BIORETENTION SYSTEM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 6+UU 7+UU KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U Lu a z 0 LU V m M J LUU CO rn JZQn L � M L d o 00 -0 M�Al c M L � � Vl -3: Z J 2 L. --E c) cr 2) ceo0� W0�cr� ° LUrn'z W>Lo xo+' �N m z V) U-)fo LL a — z z �n �qV)Lqr'�o w^ate Z LU � zIWO LU1� � Fo /y N -d LU s= J_ -cc U Y F. S� of jt 46 is NA 9 February 2024 Q M � z Qz o N azLn LU z z 0 0 W Lo ce O Q V) m w> O I Y J J N z 2 LU - F� Q z Ln c+ _ 0 LLtUy �LLo m Q O g �Qrn m 0 Yz3 U g Y o�g W J Y Y Ln v �00Y U W Z LL]W Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C61 61 OF 100 NOTES MCCORMICK WEST, DIVISION 15 120 1. NO THEBO S ARE BOTTOM ASTCATHEN IGHT IS HBASIN'ORLESS. A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., Lu 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO Lu FACILITATE CLEANING. 3 THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED Cl THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE CITY OF PORT ORCHARD, KITSAP COUNTY, WASH I NGTON 1. See Standard Specifications Section ADJUSTMENT SECTION. 7-08.3(3) for Pipe Zone Backfill. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO PIPE ZONE13ACKFILL 2.5" MAXIMUM. PROVIDE A 1.511 MINIMUM GAP BETWEEN THE (SEE 2. See Standard ravel icationsSecteZ KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE - s-o3.12(3}forGravel BacktillforPipezone z Bedding. PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN GRAVEL BACKFILL FOR 85%O.D. ° ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. PlPez Se.NOTING c (SEE NOTE 4) Lu a 3. See Standard Specifications Section ISLE. s.NOTE z) a 2-09.4 for Measurement of Trench Width. 15%O.D. Z CATCH BASIN FRAME AND VANED GRATE FOUNDATION LEVEL 4. For sanitary sewer installation, concrete O OR MANHOLE RING AND COVER pipe shall be bedded to spring line. 0- CONCRETE AND DUCTILE IRON PIPE U to W N z CATCH BASIN DIMENSIONS CATCH MIN. MIN. MAXIMUM MINIMUM RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION BASIN WALL BASE KNOCKOUT DISTANCE TRENCH RACK NLL SHALL CONSIST OF GRAVEL SACKFILL POP WALLS OR D ° , GRAVEL BORROW (WSDOT SPEC), R" LIFTS COMPACTED TO 95% BELOW DIAMETER THICKNESS THICKNESS SIZE BETWEEN PAPPROVE'DBY°ETITYIFERAVED TAREAS. LICENS MATERIAL HNICAE CLEARANCE BETWEEN PIPES D, KNOCKOUTS FOR MULTIPLE INSTALLATIONS z ° D° ° D ° 48" 4" 6" 36" 8" AND NOTE 1 T EN H W TH z FLAT SLAB TOP SLOT -SEE DETAIL ENGINEER AND FOUND SUITABLE. '� O ® (S N E MINIMUM (/) z D° �' PIPE SIZE DISTANCE BETWEEN LEI Z ° o D D 54" 4.5" 8" 42" 8" A� J RECESSED ALLEN GRAVEL BACKFILL FOR BARRELS - D o _HEAD CAP SCREW PIPEZONEBECIDIN NOTE ) 12 to 24 12 � N Q ° 304 S.S. 5/8 (IN} - 11 w CIRCULAR PIPE 30" to 96" DIAM. /2 M U 60" 5' 8" 48" 8" N O „ �' NC X 2" (IN) o o (DIAMETER) 102" to 180" 48" LU E CO SEE TABLE 72 6" 8" 60" 12" = 1 I o w D P X o n GRATE a PIPE ARCH ,B" t0 36" 12" 7 U Z D " " z 3/4" N ! U Q MORTAR (TYP.) 84 8" 12" 72 12" (SPAN) 43" to 142" SPAN /3 - Z o GRATE 1 1/4" FOUNDATION LEVEL o METAL ONLY J z 148" to 200" 48" 96" 8„ 12„ $4„ 12„ • 12L M 0 ° STEPS OR 120" 10" 12" 96" 12" B \� FRAME THERMOPLASTIC PIPE in o LADDER 144" 12" 12" 108" 12" TOP SECTION © SLOT PIPE ZONE BEDDING AND BACKFILL z � � o ". -0 o H OLE NOT TO SCALE WSDOT STD PLAN B-55.20-02 PIPE ALLOWANCES BOLT -DOWN DETAILS _ N 24„ SEE NOTE 1 � oo r ~ PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER I � CATCH 4 EQUAL SPACES 4 EQUAL SPACESOM D BASIN CONCRETE ALL CPSSP SOLID PROFILE NOTES LU D ° " METAL WALL WALL N 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL LU M M Z D . • P ° DIAMETER 1 2 3 FRAMES GRATES AND COVERS UNLESS LJ..I Lr) x � PVC � PVC � � � � p� N m � z SPECIFIED OTHERWISE IN THE CONTRACT. D REINFORCING STEEL (TYP.) 48" 24" 30" 24" 30" 30" PROVIDE 2 HOLES IN THE FRAME THAT ARE z tfu O f i CN N 12" GRAVEL BACKFILL FOR 54" 30" 36" 30" 36" 36" SECTION AO VERTICALLY ALIGNED WITH THE GRATE OR COVER _ �•, a 4 c D ° ° r ° PIPE ZONE BEDDING SLOTS. THE FRAME SHALL ACCEPT THE 304 Z "0" RING11 60" 36" 42" 36" 42" 42" STAINLESS STEEL (S.S.) 5/8" (IN) - 11 NC X 2" (IN) �r o oOOB • og�o°oo°a o�o� 000 �a �?° RECTANGULAR ALLEN HEAD CAP SCREW BY BEING TAPPED, OR LO n o�S oo �o �o 0 oCP�oO ° ISOMETRIC OTHER APPROVED MECHANISM. LOCATION OF LLI t\ Q 00 0 72" 42" 54" 42" 48" 48" BI-DIRECTIONAL 1 VANED GRATE Z LU In SEPARATE BASE INTEGRAL BASE 84" 54" 60" 54" 48" 48" BOLT -DOWN HOLES VARIES BY MANUFACTURER. 00 PRECAST PRECAST WITH RISER 2. REFER TO STANDARD SPECIFICATION SECTION LJ..I Z 1; (48" - 72" ONLY) 96" 60" 72" 60" 48" 48 9-05.15, AND 9-05.15(2) FOR ADDITIONAL (D N Q Z 3. FOR FRAME DETAILS, VANED GRATE REQUIREMENTS. Z _ 120" 66" 84" 60' 48' 48 LJJ 0 NOT TO SCALE WSDOT STD PLAN B30.40-3 r SEE STANDARD PLAN J 0 V 144" 78" 96" 60" 48" 48" B-30.10. j Q Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20) ~ a U ZO Standard Specification 9-05.12 1)) ® Standard Specification 9-05.12 2)) F. TYPE 2 CATCH BASIN OPTIONAL LETTERING 1 S� o> �rasg 1 NOT TO SCALE WSDOT STD PLAN B-10.20-01 RAISE - 1/2" �. O WIDE BORDER 46 jt 0 is 29,/4" NOTES NA 1 /2 L /a" 1/8" 1. This frame is designed to accommodate 20" (in) x 24" (in) grates or covers NOTES as shown on Standard Plans B-30.20, B-30.30, B-30.40, and B-30.50. t � Bolt -down capability is required on all frames, grates, and covers, unless 9 February 2024 3/4" 2• Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw 1 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) alien head cap screw 24" 3" by being tapped, or other approved mechanism. Location of bolt -down by being tapped, or other approved mechanism. Location of bolt -down holes hales varies by manufacturer. varies b manufacturer. Y 2. Alternative reinforcing designs are acceptable in lieu of the rib design. NOTES J N 3. Refer to Standard Specification Section 9-05.15(2) for additional 3. Refer to Standard Specification Section 9-05.15(2) for additional e1. ALTERNATIVE COVER SYSTEM f-11 W e requirements. requirements. 1 MAY BE SUBMITTED FOR Q LL0 1 518'• RECESSED ALLEN 4• For frame details, see Standard Plan B-30.10. APPROVAL BY OWNER/ENGINEER. ti BOLT -DOWN HOLE (TYP.) - HEAD CAP SCREW �� BOLT -DOWN SLOT - SEE 2, PIPE MATERIAL AS SPECIFIED BY LI..I LO 5/8" (IN) - 11 NC (SEE S.S. 5/8" (IN) - 11 DETAIL AND NOTE 1 25" R. - SEE NOTE 2 ENGINEER. QCN DETAIL 8 NOTE 2) INCNC x 2" (IN) 3. PIPE DIAMETER AS SHOWN PER RECESSED ALLEN 3000 psi CLASS C LO m HEAD CAP SCREW PLAN. LU 3045.5-5/8"(IN)-11 CONCRETE (TYP.) , „ 0 Z v GRATE 2 1/2" DIAM. I OLE NO x 2" (IN) 2 - O Z 21/2" 3/4 (IN TRAFFIC z O O GRATE - BEARING AREAS) Q 1 1/4" N GRATE DETAIL 6 t00000 GRATE 11/4" W Cf) • FRAME 10 12 0 4-3/4" 0 L) o FRAME 7 w LU N SLOT 4 4 4 4 9» Z p�p�p�p�p 8-3/4" FIBRE JOINT 04 z Ln M SLOT PACKING U LU o m HOLE 1-1�/4" 5/8„ 2 Q rn m BOLT -DOWN DETAILS 1/ 2 (1/8) 0 Q Q SEE NOTE 2 TOP SECTION O HOLE 45` Y z Y TOP FLANGE UPWARD BOLT -DOWN DETAILS BEN D U g 0 SEE NOTE 1 ^ „ FRAME CAST INTO PRECAST T w O Y Z W ��g ir ADJUSTMENT SECTION - SEE J U I STANDARD PLAN B-30.90 FOR 5' I- U O I -I ADJUSTMENT SECTION DETAILS a 4 3/4' 1 vz" ~ Z � 24 1 /4" 2 7- 3 /4' W LU B J5/3" 2 J U �l 3/� . HOLE ®O� 15" CIO U 11/2" 1/2"DIAM. HANDLE ®oo 000®oo DESIGNER: M. GOULARTE 00000000� o®®®ooao®®oo CAST IRON RING AND COVER ENGINEER: J. HAUG SEE NOTE 2 r27, SHEET, OF 1 SHEET SECTION O SECTION O ®�®®off®o Jir�� PLUG TO BE SEALED 01/26/17 DRAWN: V. KRAL o®o ii i IN SAME MANNER AS S8 T23 N R01E WM SECTION OA G ______ __________________�Z�� MAIN JOINTS DATE: 9 February 2024 REVISED: ISOMETRIC VIEW PROJECT: 23-121 SHOWING THE VARIATIONS RECTANGULAR SOLID METAL COVER ROOF DRAIN CLEANOUT (RDCO) DWG NAME: 23-121-C SHEET REV. RECTANGULAR FRAME (REVERSIBLE) 5 NOT TO SCALE WSDOT STDPLAN B-30.10-02 NOT TO SCALE 4 NOT TO SCALE WSDOT STD PLAN B-30.10-02 62 6z of 1ao J CI CI z w ILL m z TOP 24- X 7 OR 8 EQUAL SPACES DIRECTION OF FLOW SECTION O W Q Z O z 0 LL 1 24" TOP J SLOT - SEE DETAIL AND NOTE 1 M - - - to to ih SECTION O MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., NOTES CI T Y OF POR T UMUr_IARD, KITSAP COUNTY, WASHINGTON 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are J vertically aligned with the grate or cover slots. The frame shall accept the o 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) allen head cap screw g by being tapped, or other approved mechanism. Location of bolt -down Z holes varies by manufacturer. W 2. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for } additional requirements. m 3. For frame details, see Standard Plan B-30.10. ❑ RECESSED ALLEN HEAD CAP SCREW 304 S.S. 518" (IN) - 11 NC x 2" (IN) I I i GRATE 314" n GRATE 1114" W III i I FRAME I I I SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 ISOMETRIC RECTANGULAR VANED GRATE NOT TO SCALE WSDOT B-30.30-03 RRIZ pF WAVE, �O � 4Lai9 w� S T'0`0 ss70NAL U Heilman, J lie ` Pc620201812:54PM RECTANGULAR VANED GRATE STANDARD PLAN B-30.30-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION capraxgrrff F6V20187.-58AM STATE DESIGN ENGINEER Amok Washington Siafe Department of Transportation #3 BAR EACH CORNER NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are 0 vertically aligned with the grate or cover slots. The frame shall accept the va, 304 Stainless Steel (S.S.) 518" (in) - 11 NC x 2" (in) allen head cap screw J by being tapped, or other approved mechanism. Location of bolt -down m holes varies by manufacturer. 2. Refer to Standard Specification section 9-05.15, and 9-05.15(2) o for additional requirements. 3. For frame details, see Standard Plan B-30.10. 4. The thickness of the grate shall not exceed 1 5/8" (in). SLOT - SEE DETAIL AND NOTE 1 RECESSED ALLEN HEAD CAP SCREW 304 S.S. 518" (IN) - 11 NC x 2" (IN) i T1- (IN) OPENING GRATE GRATE �3/4 FRAME I SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 ISOMETRIC RECTANGULAR HERRINGBONE GRATE NOT TO SCALE WSDOT B-30.50-03 of WAsy�o�� eof ss70NAL II , p Heiman. Julie 'I t��,%,�,sN Feb in20 2018 32:55 PM RECTANGULAR HERRINGBONE GRATE STANDARD PLAN B-30.50-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION F.b 27201Jeff Feb 27 21118 7:59 AM ^d, STATEDESIGN ENGINEER Washington Vote Department of Transportation 43 BAR HOOP #3 BAR EACH .• FRAME AND VANED GRATE s 2", 4", 6", 12", OR 24" 6" (IN) HEIGHT INCREMENT(SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION FRAME AND VANED GRATE 1R (TYP.) s 12", 4", 6", 12", OR 24" EACH 6" (IN) HEIGHT INCREMENT, SPACED EQUALLY RECTANGULAR ADJUSTMENT SECTION HOOPS REDUCING SECTION 3AR 4ER #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP (STD. SPEC. SECT. 9-05.20) 12" SOLID WALL PVC 15" (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. SECT. 9-05.12(2)) ale CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNEF 18" (IN) MIN #3 BAR HOOP (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1 NOT TO SCALE PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 18" PLAIN CONCRETE ALL METAL PIPE 21' CPSSP * (STD. SPEC. SECT. 9-05.20) 1s. SOLID WALL PVC 21" (STD. SPEC. SECT. 9-05.120)) PROFILE WALL PVC 21" (STD. SPEC. SECT. 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR (TYP.) PRECAST BASE SECTION CATCHBASIN TYPE 1L NOT TO SCALE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20" (in). Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down, or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. of WAsq��L � �CISTER� ti� �s�70NAL Julie Heilman 2020.09.01 07s2s0 -oTOO' CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Digitally signed by Roark, Steve oar ,Steve Date 2020 D9090945:23-07'00' STATE DESIGN ENGINEER AML Washington Stale Department of Transportation WSDOT B-5.20-03 NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0,12 square inches per foot, shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout shall not be greater than 26" (in), in any direction. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. #3 BAR EACH CORNER WSDOT B-5.40-02 co LU I- Z 0 H a_ U UJ W CI Z 0 (I) W V U, m En J LUo 00 a, U JzQLr)� • 0 00 U0 C M " 6-3: _Q1 Z C O - -0 O c) 6 � o C7 WOC:)C� WI ON Z LULMn o 4-J ZLnro V) U_ai 2 n Q1 LO VV)�-0o LO w^a� z Lu 00 cnLn LI„1 /z1� N 2:LF ) fB -d y -d z a LLI C J 0 I -I a U 14 �D�4' jt 46 is NA 9 February 2024 0 W O LO ti i LO V) T" di ll_ - Z O _0 Q U _ H i W � 0 W 0 J O z Y J(=) N LU W ~-1 o Z(n g ��r+1 coUJ LU 0Qrn m O �z� z U ULI o�g ir W J Y Y 0 Ln v �GoY U W LU W Z O CIO U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C63 63 OF 100 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 490 490 CONSTRUCT BERMS PER DAM SAFETY DESGIN REQUIREMENTS 480 480 EXISTING GRADE TOP OF POND ELEV=470.00 ' _ ' TOP OF POND ELEV=470.00 470 470 — MAX DESIGN WATER SURFACE ELEV=466.50 — — — — — 74 / 460 460 BOTTOM OF LIVE STORAGE ELEV=457.75 OF WATER QUALITY WATER SURFACE ELEV=357.75 450 -" - -" -" BOTTOM OF WETPOND ELEV=449.75 450 -------_-;_-_--- PROPOSED GRADE EROSION PROTECTION REQUIRED PER PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATION CONSTRUCT BERMS PER DAM SAFETY DESGIN REQUIREMENTS 440 440 430 430 CD LU Ln CD (.D C9 LU LL LU M M N LL -I r, tD M M Ln t0 tD t0 CD CD 0 CD LL LU LL LU �t 00 Ln N Ln n n CD -4 t0 00 t0 tD l0 1- t0 CD CD 0 CD LL W LL LU Ln Ln Ln M n 'Q_ n 00 n 06 n 1- t0 V_ tD CD CD 0 CD LL LU L- LU Ln C) Ln IT n Ln n tD tD Cb 01 ON Ln to IT tp (D C 7 (D C9 LL W LL LU Ln T Ln U) n tD m N 0l It IT n (D CD (D CD LL LU LL LU Ln to Ln Ln n . A n M m i 01 O IT n V_ r" CD (D CD C: LL LU LL W Ln Ln Ln N n Ln n - 0i tD 01 tC V_ ttC' 0 V_ (D LL_ LU Ln CD r" tD 0� Ln � t0 (D LL LU Ln M n to CT; t0 V_ t0 CD CD 0 CD LL W LL LU Ln M Ln - n 00 n N n n Ln t0 Ln (D CD cD CD LL LU LL LU Ln -4 Ln C' � n n (I n M n C Ln Ln n r 0 tD LL LU C) ¢l CDLn 0� CD Ln 0 LL 101+00 ..m 102+00 SDCB#10 CTn ')e%A i CA AA A AA 103+00 104+00 105+00 106+00 POND X-SECTION Horizontal Scale 1"=40' Vertical Scale 1"=10' 1 POND X-SECTION m 480 TYPE 2 CB 60"0 SOLID LID RIM=474.22 IE 36"0 = 465.20 (E) IE 36"0 = 465.20 (W) 480 SDCB#9 STA 202+22.30, 0.00 TYPE 2 CB 60" 0 SOLID LID RIM-471.52 IE 36"b = 458.50 (W) IE 36"0 = 458.50 (E) SDCB#305 STA 203+02.76, 0.00 TYPE 2 CB 60" 0 SOLID LID RIM=466.53 IE 36"0 = 452.07 (W) IE 36"0 = 452.07 (NW) 470 _ — -- ------ 470 460 172L 36"0HpSTORM 460 @3•89% 86 -- yP STORM 00 ----- -- tF 36 230 LF 36"0 HP STORM @1.00% 777 450 450 440 63 LF 36"0 HP STORM @0.500/o 440 CD w Ln C) n (3 0 U CD LL LL LL LL O N rl lD N a I- o n n n n CD CD CD CD LL LL LL_ w M cD M N M lq� Lll 01 M o" Oi n n n t0 (.D CD (D 0 LL LL LL LL O N O m GO . O m -4 tp O < n t0 n (D 0 (D C7 LL w LL LL 00 N O N N 00 Ol <D to f i to tD t0 Ln Q:) (D LL Ln r*,: W c0 � LUL 200+00 201 +00 202+00 POND INLET Horizontal Scale 1"=40' Vertical Scale 1"=10' 203+00 204+00 204+50 107+00 12 LF 36"0 HP STORM @0.00% 470 :,1 450 440 9 108+00 SDCB#306 STA 300+62.10, 0.00 TYPE 2 CB 60"0 W/ BIRDCAGE RIM=467.00 IE 36"0 = 457.75 (SE) IE 36"0 = 457.75 (NW) 109+00 \� OUTFALL TO GABION �■ ■., M1EEEEEIIIIII1E.— rui-. �■��u� MEIs �■f��s�� - �l11LF 36"0 JH1t.Jl 1RY 4�0.5111e� \ [F:r 470 460 450 440 CD LL 300+00 301+00 302+00 POND OUTFALL Horizontal Scale 1"=40' Vertical Scale 1"=10' 110+00 111+00 111+50 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 Z 0 0- U Lu 0 Z O Lu V M M _jLU E rn JZCLL� =$ M i • 42 00 -0 C 0') " 10 08Q2 Z Z O - -0 O 2 o 6 � o (D 7EIM WO�� "r W� rn Z W > Lr) 0 a-+ �N M Z � fu V) LL L1 L 2 n Q1 1qV_00 Ln w r-, Z W Lf} ri)'f0 W 1Z4 Ln -a v N -d Z �; a LU J_ 0 C L—L a U �YF•$ j� o>: A% llG' .P0��s rf -4 4 1s S NA 9 Februar 2024 (Ln C) W CO J � 1--q LL ti Lsi oN cl� LO a Z Z 0 U 0 z > o Q a'a'rtrt VI LU z Jo O o ww z0 Z Ln 0Qrn m W Y Z 3 �ug z w W J 0 Y Y CD Ln �00Y U w Z Z w w O U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C64 64 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 40 80 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 40 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 80 FEET (11"x17) ////////// / /////////////I //////////////////////////////////////////////1////////////////////.(///////////////////,//////////////////////./////////////////////I/////////////////////////////////////////`/.///////////////////I//////)"'/////////// //I/✓ / %i/TT/ T7/Tl/�'�'/{$�'f d�f-L/11/11 /1lC�LL/LL/L /// ,/////// � -� / //////////////////////////////////////////.L///////////////////////////////////////////////////////////////////////////////////////�////////////////////�//////////////////////////////////////////�/i////////////////l%7///A///////l✓/////////i/ Ti/7-7 /77�irr/rr/r-� _51-4- ---_- - - -D--512 III I J� I II II- I -- --�- 1S _II - � I- cIn O -II - -•/•\/o�1' / / II /f III\ I I II I_ IIIII i III /- _ " �__.--o^�-N - I-II-5_1�2- / - _-\-� _- _II_ .. __r_/-, - / -- -508 J- -510 -510 - I IIIII III I /I IIiI I I II III I 0/---/ --/- / -/--/-/\/--_-/,- -R --- -- -i/ - - - - - II - co - Cl /UTILITY AFN 9609240198s's/ E - - - - 512 -'-/ I I I I I \ I I I ' - I F_ W RDCO W/LOT STUB CAP AND MARK (TYP) 6" 0 ADS N-12 S=1.5% MIN.TP) 6" 0 ADS N-12 S=1.0% MIN. (TYP) 56 55 54 53 52 51 50 49 48 47 /- 6" 0 ADS N-12 S=1.5% MIN. (TYP) 45 44 43 6� 0 AD S _ N /-1 a /2 S =�/\�- /-//-1 ._5- _ % MIN. (T Y P) RD-_ ----- -----p - E. V=W W �o ROADBK- W6W W WSS W SS -514 SD SSSD S SS _s SD �- Q -�---- - - - - - - - - - - - - - - - - - - - - 6" 0 ADS N-12 S=1.0% MIN. (TYP) N CD 4I 0 ADS N-12 S=1.0/MIN. (TYP) Ln c I �RDCO W/LOT STUB CAP AND MARK (TYP) rn °o b" 0 ADS N-12 S=1.0% MIN. TYP v RDCO W/LOT STUB CAP AND MARK (TYP) oa 6I0 ADS N_12 S=1.5/MIN. (TYP) 6" 0 ADS N-12 5=1.50/a MIN. (TYP) I 00 Ln �N 6" 0 ADS N-12 S=1.0% MIN. (TYP) /00 rn CAP AND MARK (TYP) CIO -12 S=1.0% MIN. (TYP)6" 0 ADS N/ orn 6" 0 ADS N-12 S=1.0% MIN. (TYP) kD Lp Go 6 0 AD N-12 =1. MIN. {TYP) 10.0UTILITY IClTYEASEMENT{TYc, EASEMENT (TYP) TILITY EASEMENT (TYP)Lo`o N c M 00 �r' Ln � I,: 1=°° � ON 50.0' WETLAND 6" 0 ADS N-12 S=1.5% MIN. (TYP) �BUFFER � Q � 6" 0 ADS N 12 S=1.0% MIN. (TYP)SO cn co I 1'V) 6" 0 ADS N-12 S=1.0% MIN. (TYP) CD/ moo Ln 00 0 ADS N-12 S=1.0% MIN. (TYP) m66" 0 ADS N-12 S=1.5% MIN. (TYP) (TYP)6 0 ADS N-12 5_1.5% MIN. uSS- con ./, cn S S ROAD cn I S BP . - Cb S` n, M -cnQ� M h h o` d- W c► W e- W W I Q ROAD BPco -RD ROOF/YARD DRAINAGE NOTES 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS. DOWNSPOUTS SHALL TIE IN AT EITHER A ROOF DRAIN CLEANOUT OR YARD DRAIN AS SPECIFIED ON THE PLANS. 2. ALL ROOF/YARD DRAIN PIPE SHALL BE A MINIMUM 6"0 HAVING A MINIMUM SLOPE OF 1.009/o UNLESS OTHERWISE SPECIFIED ON PLANS. 3. PIPE SHALL HAVE A MINIMUM COVER OF 1.0' IN NON -TRAFFIC BEARING AREAS AND 2.0' IN TRAFFIC BEARING AREAS UNLESS OTHERWISE SPECIFIED ON PLANS. 4. PIPE SHALL BE ADS N-12 OR APPROVED EQUIVALENT UNLESS COVER IS LESS THAN 2.0' IN TRAFFIC BEARING AREAS. IN THIS CASE, DUCTILE IRON PIPE OR APPROVED EQUIVALENT SHALL BE USED. 5. THE ROOF AND YARD DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. CONTRACTOR CAN ADJUST SYSTEM AND ADD SDCO'S AND YARD DRAINS AS NEEDED BASED ON ACTUAL FIELD CONDITIONS TO COLLECT ALL ROOF AND YARD DRAINAGE AND CONVEY TO ON -SITE DETENTION FACILITY PER PLANS. CONTACT PROJECT ENGINEER IF CONFLICTS ARISE. 6. YARD DRAINS SHALL BE ADDED AS NEEDED TO ENSURE THAT NO STANDING WATER IS ALLOWED. POSITIVE DRAINAGE SHALL BE PROVIDED IN LANDSCAPED AREAS TO PROVIDED YARD DRAINS. 7. ALL SDCO'S AND COVERS LOCATED IN TRAFFIC AREAS SHALL BE TRAFFIC BEARING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O H 0- U co w 0 z O w V � m J LU o a, U JzQLn� M 0 rn d o co -0 c M L z 6 3: _n z�2 L. c) cr 2 � o (D WOCT, C�� LUT°'z LU > [2) o t �N co z=xoV �L LLa� 2 n rn �� V}-0o w^a te z LU � z LLJ � y N -d LU J 0 U V F. S� of 6 � is NA 9 February 2024 0 o0 0 Lo ti N w z _0 Z 0 Q > \ J/ z LU >w L) J N W H 0 � D Z LL O LLJ co p< m p Yz3 U g Y LU Jz O � � 0 ~ �00Y 0 W Z LUW Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C65 65 OF 100 GRAPHIC SCALE 0 40 80 1 INCH = 40 FEET (22"x34") 1 INCH = 80 FEET (11"x17") 6" 0 ADS N-12 S=1.0% MIN. (TYP) 6" 0 ADS N-12 S=1.0% MIN. (TYP) \I-'\\ \\ V \\ � MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONNECT TO EXISTING STUB \ IE=509.33 CONNECT TO EXISTING STUB 6 — / / o IE=509.51 \ 5Xi...�� // // 1 / / / CONNECT TO EXISTING STUB IIE=506.25 6" 0 ADS N-12 S=1.0% MIN. (TYP) 510 � —504- -502- — - —500� rn / / -doo/ \ so \ \ \ 50 1 \ I19 Lloo\lp 6" 0 ADS N-12 S=1.0% MIN. (TYP) 6" 0 ADS N-12 S=1.0% MIN. (TYP) C" fA Ar%C AI_i'9 C-1 nD/_ KATKI fTVr)\ ROOF/YARD DRAINAGE NOTES 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS. DOWNSPOUTS SHALL TIE IN AT EITHER A ROOF DRAIN CLEANOUT OR YARD DRAIN AS SPECIFIED ON THE PLANS. 2. ALL ROOF/YARD DRAIN PIPE SHALL BE A MINIMUM 6"0 HAVING A MINIMUM SLOPE OF 1.00% UNLESS OTHERWISE SPECIFIED ON PLANS. 3. PIPE SHALL HAVE A MINIMUM COVER OF 1.0' IN NON -TRAFFIC BEARING AREAS AND 2.0' IN TRAFFIC BEARING AREAS UNLESS OTHERWISE SPECIFIED ON PLANS. 4. PIPE SHALL BE ADS N-12 OR APPROVED EQUIVALENT UNLESS COVER IS LESS THAN 2.0' IN TRAFFIC BEARING AREAS. IN THIS CASE, DUCTILE IRON PIPE OR APPROVED EQUIVALENT SHALL BE USED. 5. THE ROOF AND YARD DRAIN SYSTEM SHOWN IS A RECOMMENDED SOLUTION. CONTRACTOR CAN ADJUST SYSTEM AND ADD SDCO'S AND YARD DRAINS AS NEEDED BASED ON ACTUAL FIELD CONDITIONS TO COLLECT ALL ROOF AND YARD DRAINAGE AND CONVEY TO ON -SITE DETENTION FACILITY PER PLANS. CONTACT PROJECT ENGINEER IF CONFLICTS ARISE. 6. YARD DRAINS SHALL BE ADDED AS NEEDED TO ENSURE THAT NO STANDING WATER IS ALLOWED. POSITIVE DRAINAGE SHALL BE PROVIDED IN LANDSCAPED AREAS TO PROVIDED YARD DRAINS. 7. ALL SDCO'S AND COVERS LOCATED IN TRAFFIC AREAS SHALL BE TRAFFIC BEARING. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a U co w 0 z O LU V U., m JLUo a, U JZQL� M L d 00 -0 M�Al c � L � � z Vl -3: Z :L2 CC ceo C7 LU 0 c � LU T M z W>� 0+' �N Co (V zU-)jf0—) L.L d L 2 n Q1 � �Ln4o u� w ^ate z LU 00 L U/zD N -d LU J_ 2 I —I a U YF•$ S� of jt 46 is NA 9 February 2024 0 0 Lo ti psi N W z z _0 z 0 � o H z LU >w L) J N W H 0 � D zcnc., O g LLJ pQa' co p Yz3 c U g Y o�g W J Y Y C7 Ln U �00Y 0 W z LUW z Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C66 66 OF 100 m w H Q 0 z O a U U) u1 0 z 0 w of V U-1 m J LUo 00 a, U JZQLn� � M L � • d O 00 -0 C M " Z J c O , - -0 O -zz�55 � o (D WO�CrN� LU °' z w>Lo xo+' Z � fo V) L.L d L 2 n Q1 u� w^ate z LU � wzLr)'(0-0 y N -d a LU J_ 0 U �YF•$ S� of jt 46 is NA 9 February 2024 0 0 0 Lo ti psi N l[S L i z z O Z 0 a z LU >W H� > Y J O J o N W H F-i i--i o �� zLLJ O co p< m 0 Yz� ce U g Y o .g ir W J Y Y 0 Ln U �00Y 0 W Z w z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C67 57 OF 100 m w H Q 0 z O a E U U) u1 0 z O w V u m JwU00 m U JZQLn� � M L � • d O 00 -0 C M " z J c O , - O c) � o (D WO�CrN� LU�°'z w>Lo xo+' Z � fo V) L.L d L 2 n Q1 �V�to u� w^ate z Lu 00 cn wzLr)'(0-0 y N -d a wc: f J_ 0 U U �YF•$ S� of jt 46 is NA 9 February 2024 0 0 z C> 0 Q Lo z 0 Lo i J T_ L z U ° Z o DC W 0 Q ❑ ~ w 0 rt r ) Q+ (�/ >w V> J O UJ O N w 2 to H Q J p z (A w o z 0 m Q�, Q O z U} Y U Y o�g of W J Y Y 0 Ln U �00Y U W Z w Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN. V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C68 6s of ioa GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., ,-' 4�, - CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON G k0 - \ SSMH#42� --TYPE 1 - 48"0 - - QpP ° ss Iv' G` --------------- 0 Ss �M /s '00- 3 '-o- 35 LF 8"0 SDR 35 @ 0.60% STUB -OUT FOR �p FUTURE DEVELOPMENTS STA=30+61.90, 0.50 L \ 8" 0 IE=464.71 \ \ SSM TYPE 1 48"0 \ SNEER loo go 3 500 i SS � - ° -1�'F�� i 13 000l Ss / 6'-'o�o - tp o T / 1 Ao � O5 v� KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG r-nn 490 480 SSMH#42 TYPE 1 - 48"0 STA 32+80.24, 6.75 L RIM=481.60 IE 8" O = 468.40 (SE) IE 8" O = 468.50 (NW) EXISTING IE 8" O = 468.50 (NE) AT CENTERLINE FINISHED SURFACE AT CENTERLINE— — ■ ■ ' ' 490 ' ' 480 ' ' 470 ' ' ■ ' ' 460 ' CD LL O N Li 00 SURFACE SSMH 41 STA 13+66,15, 3.33 R RIM=477.60 IE 8"0 = 464.42 (E) IE 8"0 = 464.60 (NW) IE 8"0 = 464.52 (SW) IE 8"0 = 464.52 (S) 470 460 CD W Q1 V_ I� PROPOSED WATER MAIN SEWER MAIN— 08% EXISTING SURFACE FINISHED SURFACE AT CENTERLINE AT CENTERLINE LL W LL W a1 00 Ln 1-1 Ln rV 00 N 0� m O N n n 00 CO _ PROPOSED STORM _ 137 LF 8' 0 SDR 35 @ 2.74% II STUB -OUT FOR FUTURE DEVELOPMENTS STA=30+61.90, 0.50 L 8" 0 IE=464.71 35 @ 2 183 LF 8"0 SDR .— LL L. .--� klD � � 00 rl: rl n EXISTING SEWER MAIN W W (D N 0 O LL tD LL N tD r*l N LL L Ln u" %D Q' I� r� n LL W LL W 1-+ � N T M n O N Ln CYi c6 00 00 0o 00 30+00 31+00 32+00 33+00 34+00 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. n 0 z z m 0 V) m 0 m w H Q 0 z 0 a U U) u1 0 z 0 w of V V) m co J LU o a, U JZQL� � M L a000-0 80a= z (aj �3: Z� o� cr � o CD to W0�� Lur'01z LU> Lo o t 6�N Co z��oV) LL 2 n rn �qV)Lqr' o LI'} w^ate z LU 00 WzLr) (o-0 (Dr-4 -d z6 a LU c: f U Y F. S� of46 .d�O��,s jt is NA 9 February 2024 Q 0 o z C> 0 Q Lo ti N � J u1 Z Q ❑ ~ w O r rt W V) UJ O N LU to L LU Q J ZLnnm g o LL z O ' m 0 Q O z U} CL Y U Y g LU W J O Y Y C7 Ln U �00Y U W Z LUW Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C69 69 OF 100 n 0 z H z m m 0) CD GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. CONTINUED SHEET C75 m m m p 4 Imi m m m m--i I CD I O . I CD 0 � o Q �, • , i S S[I SD - - OS 98 LF 8110 SDR 35 @ 0.43% SS SS 0S • � 5S / 36+� ss 35+00 �M W W 5 W SF JAo �a VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG CONTINUED SHEET C77 KEY MAP m� m m m i m° S S � � I m� o RDT 500 500 ' ' ' '-IE 490 SSMH#129 TYPE 1 - 48"0 STA 34+89.59, 5.38 L RIM=486.70 IE 8"0 = 472.81 (N) IE 8"0 = 472.71 (S) SSMH#128 TYPE 1 - 48"0 STA 35+86.95, 6.80 L RIM6 IE 8"0 = 473.23 (S) IE 8"0 = 473.69 (N) IE 8"0 = 473.69 (W) _ ----- - - - --- ' ' ' ' 490' SSMH#45 TYPE 1 - 48"o STA 38+48.95, 6.75 L RIM=489.83 1� IE 8110 = 475.26 (S) IE 8"0 = 475.36 (N) IE 8"0 = 475.36 (W) SSMH#43 TYPE 1 - 48" 0 STA 34+17.14, 6.75 L RIM=485.49 8"0=472.25(SE) IE8"0=472.35(N) EXISTING SURFACE AT CENTERLINE -- ------ --------------- ------ __-- - - - - - - - ---- -- - -__ __ --- ---_- ----------- ' SURFACE CENTERLINE ' FINISHED AT PROPOSED WATER MAIN FM ' 480 1 ' 480 - PROPOSED STORM SEWER MAIN 0 I I I 196 LF 8v SDR 351 3.79 EXISTING SURFACE FINISHED SURFACE AT CENTERLINE AT CENTERLINE ' 1 ' ' SDR 35 @ 0.49% 98 LF 8" 0 SDR 35 @ 0.43% 74 LF 8"0 262 LF 8" 0 SDR 35 @ 0.60%Q I 470 U_ w U_ w o O 00 v- M u1 qN t0 O 00 00 00 m cD U_ w U_ w *1 N N 00 V: M t0 n O� 00 00 00 U U U (D U_ w U_ w 00 Ln 00 110 Lq t0 � O m -- N 00 Qt 00 Qt 1 470 ' U U_ 00 n O Q U_ w U_ LU M � 00 N Q1 M M M CD00 -l 00 m 00 m U cD U LL LU LL w 00 V_ 00 N 00 N 0% 00 Ot 00 U_ w 00 O M r O O) 34+00 35+00 36+00 37+00 38+00 39+00 39+50 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' LU LU rl U w W 0 LU z O V m w H Q 0 z O 0- E U U) w 0 z 0 w Of V � m J LUo a, U JZQL� M L •�200-0 c M L 80a= z 6 3: Z�2 o� -0 o cr ce o (D W0M�� LUTMz w>[2) of �N m N z = Xc Ln LL 2 n rn �V)�-0o w ^aV_ z LU Lor., cn zLQ 'Fu w45 y N -d z a LU J_ V) U Y F. S� of jt 46 is NA 9 Februar 2024 0 C) O z C> 0 Q Lf) ti z Lc) N q w J T z DC o0 � _� LU 0 > 0- Q ❑ ~ w 0 rt r W (�/ > V) �+ > J O J O N L) LU2 to - H Q J 0 z (= M g o LL z O ' m 0Q(" co Q O > z > Y Y ir W J O Y Y C7 U �00Y U W Z LL]W Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C70 70 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") '10 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON L 9594 SSMH#124 IDS 38 LF 8"0 SDR 35 @ 1.39%- - - - - - - - - - 93 92 \ — — — — — TYPE 1 48 0 91 90 SSMH#47 TYPE 1 - 48"0 89 —RDT RDD RD ---- ----------———————----- — — — — —— _ rRD-----——— — — — — -- --- W bb (.!) — s ss ss—ss—ss—ss ss LU 40+00 Z w N w w w w w —- w V) e 204 LF 8"0 SDR 35 @ 1.27% his ss ss ss Ss ss-ss-ss 1+00— w w w w— ROAD BK —w �4WW --_42+ao N 1 RD RD RD.` RD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ Ru -.' — — — — — — — — — — — 1 34 1 35 1 1 I 36 I 37 I CONTINUED SHEET C72 170 o � N o I +II- Lrl I o / I � I I I I I I l f \ 5 I I \ I �• I 4s S — I � 6 �I SSMH#48 cj TYPE 1 - 48"0 is /LAJ SS M — — �tRD RD 7— �D U-38-----I-----39---- -- 40 ,SS — — RD RD 41 51L 500 500 EXISTING SURFACE AT CENTERLINE — — — — 490 _ — — — — — — — PROPOSED WATER _ — — — — MAIN FINISHED SURFACE AT CENTERLINE 490 — _------ --------- 0 @ 4 1g% —__ 480 —204 LF 8"0 SDR 35 @ 1.27% „ 35 SDR 187 LF 8 60 LF 8"0 SDR 35 @ 2.21% 480 38 LF 8110 SDR 35 @ 1.39% PROPOSED STORM SEWER MAIN „ % 196 SDR 35 @ 3.78 470 FINISHED SURFACE AT CENTERLINE SSMH#47 SSMH #48 TYPE 1 - 48"0 TYPE 1 - 48"0 STA 42+48.68, 6.74 L STA 42+91.87 5.10 L RIM=494.28 RIM=494.90 IE 8" 0 = 485.46 (S) IE 8" O = 486.09 (S) IE 8" 0 = 485.56 (N) IE 8" O = 486.19 (W) SSMH# 125 TYPE 1 - 48"0 STA 4 +5 1 6.75 L RIM=496.42 IE 8"0 = 487.52 (E) IE 8" O = 487.62 (W) 470 IL-SSMH#124 TYPE 1 - 48"0 STA 40+44.47, 6.75 L RIM=491.53 IE 8" O = 482.76 (S) IE 8" 0 = 482.86 (N) EXISTING SURFACE AT CENTERLINE 0 LU O I� +--i m U L7 Li w 00 -4 � O o'+ U 0 (D C7 Li w LL w al 00 M � ry N n --I M _q Ln Qti m ON m t7 U C9 0 Li w Li w all 00 n m M 00 O Vf N ko co 00 a,, m a% Cn C7 0 (D i7 Li w Li w Ln N M V) Il M t: to M a) t- a) a) ON a) t7 0 C9 CD Li w Li w ri V) N Ln +-i 00 N 1 Lfl ai to 4 ai ON O C7 LL 00 N 00 Ol 39+50 40+00 41+00 ROAD BK 42+00 43+00 44+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 z O a U U) w 0 z 0 LU of U V) m JLu000 JzQLn� M L a206-0 Z : cc 0 c) cr = o C7 to 'U O's W� °' z LU > � o 0�N m Z�foV) LL z �qLnLqr'�o w^ate zLU Z00 cv LU '—' Lr) F a (Dr-4 -d z6 a LU c: ra J 0 U U KYF•$ S� of jt 46 NA 9 February2024 0 z C> 0 Q Ln ti N q � J w z DC o0 ° o LU 0 Q ❑ ~ LU 0 r rt LU V) > J O J O N L) lcl�w to F H QJ zc�nt, g o z O ua m 0Q4mco Q O z > U} Y U Y o � W J Y Y 0 Ln v �00Y U W Z w z W Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. c71 71 OF 100 0 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") E4W-' W / W- — W W 49+00 SS SS SS SS SS STUB -OUT FOR 137 LF 8"0 SDR 35 @ 0.60% FUTURE DEVELOPMENTS STA=49+55.96, 6.70 L , I I I ---- 56-_ I -I---- 55 --- R[cJ�- — RD RD RD RD SSMH#51 \ _ Q TYPE 1 - 48"0 ° I W - W V) SS SS Sp SD SD D- -8" 0 IE=503.59 ----------- ------ p 57 � Q o W- W 48+00 - I- - SS 'SS SD 7_:�; D MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. 54 I 3 ------- 52 I 51 --! _ RD RD T_ L W � W W -- l SD W W W-sn 47+00 ROAD BK -SS SS SS SS SS S _ cn Qn_ 273 LF 8"O SDR 35 @ 2.61% a • a ° • . • • • IV CONTINUED SHEET C78 -,----------- _ 72 \ I \ , VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG 50 1 49 10 48 --------------- O I RD RD - T a. 4H#126 a ° a w W 46+00 -- I — D— -SD --------- 73 �1 -W w N 4t J iz m 0 o P, CONTINUED SHEET C79 11:1090 1 1 1 ---- 45-1 RD—1 U ---Iw 1= W N -W W I (f) 44+00 Q LU SS ss I z I 520 FINISHED SURFACE AT CENTERLINE ' 1 1 I 5101 EXISTING SURFACE AT CENTERLINE - - - _ - - - _ r--I I I� U I �' W 5001 W PROP OSEpWATERM AIN - ----- ----- - -_ PROPOSED S70RM SEWER 137 LF 8"0 SDR 35 @ 0.60% - _ MAIN STUB -OUT FOR FUTURE DEVELOPMENTS STA=49+55.96, 6.70 L _ _ _ - - - - - - - - - - - - - 8" IE=503.59 SSMH#51 273 LF 8"O SDR 35 @ 2.61% 1� p 1 W 1� z 1~ z I 0 490 1 1 480' TYPE 1 - 48"0 STA 48+18.81, 6.75 L RIM=514.49 IE 8"0 = 502.69 (E) IE 8" 0 = 502.79 (W) SSMH#126 TYPE 1 - 48"0 STA 45+45.80, 6.75 L RIM=504.23 IE 8"0 = 495.46 (E) IE 8"0 = 495.56 (W) 35 @ 4.19�jo 187 LF 8 O SDR EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE U Lu 10 O N . Ln C7 U Lu Lu 00 LL O LL 00 N M . U U U U Li Lu Li LL V_ Ln m [+" 1 O 00 N Ln M � 1-1 -1 .� Ln Ln Ln Ln C7 L7 0 U LL Lu LL. Lu O Ln O n, ,� 01 ,� +--I N 00 *- .� � o m Ln Ln Ln 0 C7 0 U LL. Lu LL. Lu 4 n N Ln W N � O � 00 Ln .1 c� o 0 Ln Ln 0 0 0 0 LL. Lu u_ Lu M O V_ 't ko O Ln l4 Ln N 0 0 o a Ln Ln Ln Ln C7 U C9 U u_ LL u_ Lu lD m i\ Ln t- m M , N O O -1 o 0 0 o Ln Ln Ln Ln U LL co N 00 rn t- 19+60 49+00 48+00 47+00 46+00 45+00 44+00 ROAD B K HORIZONTAL SCALE: 1"=20' \ VERTICAL SCALE: 1"=5' m w H Q 0 z O a U w 0 z 0 w U U., m co J LU o a, U JZQLn� rn L d200-0 c M " Z o � --0o ce o (D WOE"r LU T M Z W> [2) xot �N m N z D Cc Ln LL = 2 n Ql �Ln,_o w^ate zLU Z�v L U 1/ 4 0 N -d LI.J C J_ 0 U YF•$ S� of46 jt IS � NA 9 February 2024 Q 0 o z C> 0 Q ti N q � J w Z W 0 >_ Q ❑ ~ W 0 r rt (�/ >w V) Q+ > J O UJ O N pCLU W cn L Q J ZLnnm g o z O Lu m 0Q(" Q O z U} CL Y U LLI o`~g ir W J Y Y 0 Ln U �00Y U W Z LL]W Z O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C72 72 OF 100 \ _ I STUB -OUT FOR 98 SO \ FUTURE DEVELOPMENTS \ \\ SOS STA=124+99.12, 50.49 L \ \ \ 8" 0 IE=477.57 '9 \ 1\ \ ° SD \ p \ \ GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 494 STUB -OUT FOR \ \ ' FUTURE DEVELOPMENTS \\ \\ II II 490 STA=122+51.80, 57.32 L \ \ \ \ 48B 8" 0 IE = 469.72 \ \ \ II II \ 96t ° ---- O S \ \ o -_ _ -490— ° 6 \ V) o --- M---M Irn 8 LL — e _�—M---M —� I� M4g_� M M i fn M— M— �� _ �W% _ --+00 - - rn — M � o ROAD gH. - -°' _ �s-___s__o �- -s�� rn _-- -S -S- - - 123+00 L M W CONTINUED SHEET C74 / 510 / �►— 508 / 27 / Ln V 6 W / (� -- ' A �� V A he CL H -SD--Sp----� --Q D'+-= --- -S - -- M -SD_ +O—M_ROAD13H $-,_SD__ \\__QQg_�\ --- _ '__—s s—--s—--s— s s — — __ qf00 M� / rn I �� SSMH 85 -S- - - - ` \ \ --o'' °�\ SD_ S- - 502 Uj 1 S ' \ S 500, e / co '7 / CONTINUED SHEET C75 KEY MAP SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. IIIIIIIIIII11401"O"Y CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a E 0 U) W 0 z 0 w of V V m J w o 00 a, U JZQLn M L • d 00 -0 o z:�2 o� cr 2 � o C7 to W0�cr� LLJ � °' z w>Lo xo+' �N m z � fo V) . LLai 2 n Q1 �V�4o u� n zw^a! w00 1:11In L U /z1) � y N -d z a LU J_ V) U �YF•$ jt 46 is NA 9 February 2024 0 W O i ti N q � J W 0 z 0 L U >_ W ~ /� W V) J p � UJ to N Q ~z z cn c, Q U g w o m z Q (r} U z W J ~ �00Y U w z w z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C73 73 OF 100 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET (11"x17") ' 1� 1 � IU U _ a W w p U-)_ -- ROAD B 1 0 u), w -s - - -s 0� s _ _ _s- - -- — 82+00 1 Z w I — zl -_-W-� I off— ° VA�� U CTp-R SANITARY SEWER MANHOLE NOTE JHIVl I AKY =VVtK MAIVI-IULt AU-tJS L1UJ JI-IALL tit KU I A I tU I U tit LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. KEY MAP �V4- —� ° 104+00 I4110 I I o / ; I I y � I I 100 ' <P 498 CONTINUED SHEET C## m w H Q 0 z O H a U co w 0 z O w U � m M JLUo rn JZQL� � M L � • d O 00 -0 C M " Z J 2 O — 0 O c) cr I) ce o (D to WOC)cr� LU�°'z W>Loo4-j �N m z U)fo V) LL a 2 n rn �V)�-0o w^ate z Lu Lor., cn (Dr-4 -d z6 a LU U Y F. S� of jt 46 is NA 9 February 2024 0 0 � ti N q l[S � i J L z O z O W >_ W ~ W V) J p � UJ to N Qzcnc, Q U g w o m z Q � oQ� m Q 0 Y z U Y o�g � W J Y Y 0 Ln v �00Y U w z w z W z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C74 74 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG n 0 z �I z C 0 m m < ROAD BJ j MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 8 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CONTINUED SHEET C70 + rn V) M 109+00 W W W, ,.o�� 510 CONTINUED SHEET C70 510 1 1 ' ' ' 500 ' ' SSCO# 131 STA 86+32.14, 247.66 R RIM=497.55 IE 8" 0 = 487.59 (E)- — —EXISTING SURFACE AT CENTERLINE 500 FINISHED SURFACE AT CENTERLINE SSMH#128 TYPE 1 - 48" 0 STA 35+86.95, 6.80 L RIM=487.66 IE 8" 0 = 473.23 (S) IE 8" O = 473.69 (N) — ' \ 0 — — IE 8"0 = 473.69 (W) ' 490 — — — — 490 ' — — — — PROP OSF TOR SFWFR MgjN PROPOSED WATER MAIN 480 �F8„0 OR 3S Cc � 01 a, 480 1 1 I ' I 470 EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE 470 0 LU N to ko rn t_ L7 0 C7 0 u_ Lu LL LU Pal O m O 1q: Lf 1 O� O co � N rn a, m rn � �r t_ C7 0 C7 C7 LL_ LU U_ w r\ M Ltd Lo r� t0 O N rn 0, M rn �r � V_ � C7 0 C7 U_ LU U_ r� N CO LO OD Ln Il: O 00 am 00 � 't � C7 LL O M co 101+40 108+00 109+00 ROAD 133 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 110+00 KEY MAP SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. m w H Q 0 z O a U W 0 z O U) w V U., m JLuoM m J z Ln � M L • d �O 00 -0 c M " ZJ O — -ao cr U) : (D WOJn C:) cr� LUON LU> � x �N m N z=xoV Ln La= 2 n �qLnILI)�o U. w^ate ZLu� LLJzm� N -0 LU J_ 0 U U Y F. S� of jt 46 is NA 9 February 2024 0 z C> 0 Q Lo ti N q L[S � i J L r' z Z LU r0 Q ❑ ~ w 0 UJ � N LUF to H QJ zc(nf, g o z O Lu m 0Q("> Q O z > U} Y U :� LU o � W J Y Y C7 L n v �00Y U W Z LUW Z O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C75 75 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") -SD— — AL ,j q�.j� ML I ' L6 x �l �.ull CONTINUED SHEET C74 530 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C78 ��Ill. ,\ ' I o � 80 i � o w LU S06 S� 85+00/ z M- 530 520 FINISHED SURFACE AT CENTERLINE EXISTING SURFACE AT CENTERLINE 520 510 EXISTING WATER MAIN PROPOSED \ 510 S TORN] SFWFR M AIN PROPOSED WATER Mq IN \ --------------- ------------------- ---- ------------- R 35 EXISTING SEWER MAIN 500 150 LF 8"O SDR 35 0 @ 2.02 /0 500 490 SSCO#130 STA 82+29.82, 4.60 L RIM=518.22 IE 8"0 = 507.97 (E) EXISTING SURFACE FINISHED SURFACE AT CENTERLINE AT CENTERLINE 490 SSMH#55 TYPE 1 - 48 0 STA 83+06.18, 6.75 L RIM=514.70 IE 8" O = 502.23 (E) IE 8"0 = 502.33 (W) IE 8" O = 502.33 (N) YY6 �Fg��'o 35Ll 5.85% SSMH#119 TYPE 1 - 48" 0 STA 84+55.52, 6.74 L RIM=507.8$ IE 8" 0 = 499.11 (E) — IE 8" 0 = 499.21 (W)- U w 00 O N Ln (D ca (D w LL w (' G� N 00 LL 00 to v- 00 tD -4 N -4 Ln Ln Ln (D (D c7 U LL w LL w 00 Ln m O t4 V_ M M 6 t0 I_� L10 -A -1 -4 w_4 Ln Ln Ln Ln (D U (7 cD LL w LL w 011 M O -A 00 M UP V N M 1-i w_4 1-1 1-4 Ln Ln Ln Ln U U U U LL w LL w Ln Ln N cT Lq O N N O M 00 U 1 -A . -i O CD Ln Ln Ln U-)m U LL 00 Q) U! O 81+00 82+00 83+00 84+00 85+00 ROAD BP HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 'U H w w p LU l z I Z 10 U KEY MAP SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a E U U) Lu 0 z 0 w U � m J ro LUo00 a, U _j Ln M L •�200-0 co-, �6 )o < z:�2o3 -� C) Cr � 4-1 o C7 to WOC)cri� LU r' z w > LLo xo +' �N m Z V) U-)fo LL a 2 n rn �qV)Lir,�o Ln w^ate Z LU00 1:1' In LU y (V -d LU U Y F. S� of jt 46 is NA 9 February 2024 0 z C> 0 N q Liy � J z a Z w p >_ Q o ~ w 0 rt r ) Q+ > (�/ >w V J O UJ O N LU2 cn - H Q J 0 z(Am g LLJ o z O LL m 0Q Q O Z U} � Y U g Z W W J 0YY 0 Ln U �00Y U W Z LL] Z W z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C76 76 of 1oa GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) l SL _ �85+( LU / m z z 0 _-- 'I 1O� I , I I tlo U W W 2 Ln z z 0 U 510 CONTINUED SHEET C79 °I PD/ o I / ASS S 116 LF 8"0 SDR 35 @ 5.85% 3: i III MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C71 CONTINUED SHEET C70 510 1 ' 500 EXISTING SURFACE AT CENTERLINE 500 \ FINISHED SURFACE AT CENTERLINE \ SSMH#45 TYPE 1 - 48"0 STA 38+48.95, 6.75 L_ 83 RE 8"089 475.26 (S) IE 8"0 = 475.36 (N) IE TO = 475.36 (W) \ pROpOs EO WATER IN N — — — �Y6 LF 8ng SOR 35 @ 5.85% - _ 490 480 490 pROpOSFO STORMS _. EWER MAIN 2Sg CF gg- SOR 480 +SSMH#81 STA 85+ 1.377, 6.76 L RIM=501.51 IE 8"0 = 492.21 (E) IE 8" O = 492.31 (W) IE 8" O = 492.31 (N) 3S @ 6.50 /0 kill ` 470 470 EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE T W � N Ul I - I LLLL W LLLL W 00 N r1 O a1 M + r Ln ri m _q O O CD Lnv) I n LLLL L1J LLLL W 00 � lD Ln IR � N a1 M � � M CD CD -I-LnI r LLLL W LLLL L rn Ln N ,ti OD 1q: n n r i rl� a% Lr rn co CT ,I-� LLLL W LLLL W Qt lD ri 'Im n O ai o a; 00 co (m co 00 � LLLL O V: m 00 85+00 86+00 87+00 88+00 89+00 ROAD BP HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- co ui 0 Z l0 vJ U U u m M JLUoco m _j Z -Y � M L d o 00 -0 L= ""�6 Z�2 o3 -2 o —zztoc) cr � o0to W0�� LU��Z LU > Lo x �N m z=xoV Ln LLa� — z z �n �LnLr)�o w^ate z LU 00 1:11 In LU /z1� '� y N -d LU J_ 0 U U �YF•$ jt IS � NA 9 February2024 0 0 z 6 Q ti N q L[S � J^ f..� O O LL U) _ LU 0 >_ Q ❑ ~ w 0 v> rt r ) 1i > (�/ >w V J O U J O N LU V)LU F Q J 0 U Z(Am g w o LL z O m 0Q�> Q O Z > U} CL Y U :� Y o�g ir W J Y Y Ln v �00Y U W Z w Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C77 77 OF 100 GRAPHIC SCALE 0 20 40 II I 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 0 CONTINUED SHEET C76 mm M EL ►jII I � °. ul S16 I I SSMH#55 I TYPE 1 - 48" 0 I w -� _ o - I S m 61+00 SSA SS I I • SS 69 LF 8,,o SDR 35 @ 0.60 0 —SDI 5ti R R Dr I L— m ' RD IPQ //__—_-----------------------t--------- o 66 i1 67 o 65 I i I ° . I ° CONTINUED SHEET C76 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG I I I I L---- 64--------- 63_ ---- 62---- -- 61 i 6 TT i 59 i 58 i SSMH#122 RD R13 RD RD T RD RD T — ------ T----------------- ----- TYPE 1-48"0_ T------------ CONTINUED SHEET C72 cn ' I I 57 --- - � N / U, SSMH#120 — TYPE 1 - 48"o / ° . ° - W cn � W— _ W N N W W W� W W- -W- WN w N — I — — _ROAD BM W W w 62+00 , — —— — W w W to A --63+00SS SS SS�� $$ — 64++00$$ $$7 $$ $$ $ �65+— ss 00SSS,�L 35 @ 0.60% S $S 530 D' 35 @ 0.60% RD � �RD- ---— — — — — — — — — J D 68 , 69 -------------------------L---- Q ii71 I C/) N 4 1 1 SSMH#N 51 c o Lri TYPE 1-48"0 1 W W W W I 66+00 o I — '--SSCO#57 1 r� v 00 o vN, 0 o I + Q ILn co to ---- \ o cn 72 0 1 o 1 �I I . Ln 1 � I CONTINUED SHEET C72 530 520 SSMH#122 TYPE 1 - 48"0 STA 61+71.42, 6.75 R EXISTING SURFACE RIM=513.87 AT CENTERLINE IE 8" O = 502.84 (N) IE 8" 0 = 502.74 (S) FINISHED SURFACE AT CENTERLINE SSCO#57 STA 65+20.49, 6.72 R RIM=513.80 IE 8"0 = 505.04 (S) 520 SSMH#120 SSMH#55 TYPE 1 - 48"� STA 83+06.18, 6.75 L RIM=514.70 IE 8" 0 = 502.23 (E) " IE 8 O = 502.33 (W} IE 8" O = 502.33 (N) TYPE 1 - 48" 0 STA 63+75.99, 6.75 R RIM=514.54 IE 8" O = 504.17 (N) IE 8"0 = 504.07 (S) 510 510 — — — — PROPOSED WATER MAIN — — — — — — — — — 500 500 145 LF 8" 0 SDR 35 @ 0.60% PROPOSED STORM SEWER MAIN 204 LF 8" 0 SDR 35 @ 0.60% 69 LF 8"0 SDR 35 @ 0.60% FINISHED SURFACE CENTERLINE EXISTING SURFACE AT CENTERLINE j+AT C9 LL w 0 0 li: Lq to LLB Lf) C7 �7 C7 c7 LL w LL w V_ %D N 0) O o � Ln to Ln LLB Ln Ln Ln C9 C7 LL w 00 +-L � m LLB Ln (D LL Nr Ln LL w LL o n N Ln Lr� Ltd LL w LL w O rY] + I'D lD rV 'T Lr) Ln Ln Ln Lr LL w LL N I- M 00 Ln O M to v Ln Lr) Ltd C9 LL IT Lq Ln 60+50 61+00 62+00 63+00 64+00 65+00 66+00 ROAD BM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w H Q 0 z O i= a U w 0 z 0 w of V � m Jwo00 m L) JZQLn� d0 00 -0 oa= Z 232 cr = o C7 to WO�cr� LUr'01z W > ,r x 4, �N m z=xoV L � � a � 2 n rn w^ate zZ:�3 cnv LU Lr) °( y N -d w c: J 0 U F. S� ov ff46 .d�O'o' jt is � NA 9 February 2024 0 0 0 z 0 Q Lo z N qN � J W Z L U 0 > o_ Q ❑ ~ w 0 rt r (�/ >w V) UJ o N w 2 Ln LL] H Q J p �_ F--I U ZLnnm g o z O LL m 0 Q O z > U} CL Y U :� Y o�g � W J Y Y 0 Ln U �00Y U W Z LL]W z Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C78 78 OF 100 520 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 0 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. CONTINUED SHEET C76 o 1504- I ° Q 80 . ° 79 " 78 7 ----- --- -- -- - I 76 OS RD RCT RD RD `� R®�RD RD T ----- Ch\---------'——————— ------------------- -- ` 74 ° — — _ — — — I � � • ° .. - ° - , — —° ° -Y — — — \�— R D RD RD—T RD RD TRD T ° °• • ° ° W ° vNj I I cn 504 ` — i S-_. — W ' W W`-a71+00 W W WN -' W- ` W W w w 72+ ROAD BN S SS SS SS ScSS �O 73 0+ 0 SS ss 74+00 D — _ SD = _ 215 LF 8"0 SDR 35 @ 0.60% S SS— SS SS S SS SS �- — SS SS $ ss ss — — - - 177 LF 8"0 SDR 35 @ 0.600% 504 KEY MAP CONTINUED SHEET C72 7 117.-.' I o CD�I I I Ln l I ICD — —73 — I zE . I o S06 I s o N I tip 75+ 0 0 76+00 -SSCO#58 S01 1 I I 504 — ISa�N RD RC RD RD �° • ° ------ --------- -------RI D 83 �RD II P— -- --- — — —D RDe R—D L RD o SSMH#81 TYPE1-48"0 — e ° RD — _ STA 85+71.37,6.76L� 82 8t-------------- I---------------- ------ —° — — — — — —RIM=501.51 —SSMH#123 I 1IE 8"0 = 492.21 (E) TYPE 1 - 48"0 co IE 8"� = 492.31 (W) 86 I87 1 IE 8"0 = 492.31 (N) — — 8-8 — \ e \o NN - .9 1 .. F I 49g I I \ I o� ° I o t„ S o-- 1I \ N&� T � `So ° I . I I CONTINUED SHEET C77 CONTINUED SHEET C72 520 510 SSMH#123 TYPE 1 - 48"0 STA 73+21.63, 6.77 R RIM=503.63 IE 8"0 = 493.70 (N) IE 8"0 = 493.60 (S) PROPOSED WATER MAIN SSCO#58 STA 74+99.11, 6.74 R RIM=503.44 IE 8"0 = 494.76 (S) 510 SSMH#81 TYPE 1 - 48"0 STA 85+71.37, 6.76 L RIM .5 IE 8"0 = 492.21 (E) IE TO = 492.31 (W) IE 8"0 = 492.31 (N) EXISTING SURFACE AT CENTERLINE 500 500 FINISHED SURFACE AT CENTERLINE — — — — i 490 215 LF 8"0 SDR 35 @ 0.60% FINISHED SURFACE AT CENTERLINE 490 PROPOSED STORM SEWER MAIN 177 LF 8"0 SDR 35 @ 0.60% EXISTING SURFACE AT CENTERLINE LU %0 0l 1.0 C) ` LL LL O N M M M S.O O O` Ln LL LU o r\ i cN 00 CD Ln t_ LL LU cn r" 00 -1 00 O C) Ln I- LL LU LL iL + 4 kD CD 00 0� Ln o +-i O N Ln O o 0 0~ Ln Ln Ln LL LU • 4 + 1 M M M � CD Ln Ln LL + 4 cO rn 0 Ln LL LU LL LU (n Lo � oo UI ,i M lD M cD M Ln 0 0 0 0 Ln Ln Ln Ln LL LU LL ii Ln n ,--1 � I: i M M V) ' 0 0 0 Ln Ln in LL o CD CO O Ln 70+50 71+00 72+00 73+00 74+00 75+00 76+00 ROAD BM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w H Q 0 z O i= a U W 0 z 0 w V V) m J LU o a, U JzQLn� � M L d4,JO00-0 L 80a= z 6 3: z c0 � o C7 to W0�� w`I 'j, z W>Lo o4-+ �N m z=''C54n (!) LL a 2 n rn 9 V) 'cs Lr� w^ate zLU if z00 v LU Lr) (o a y N -d W c J 0 U AY F . S� of46 jt is NA 9 February 2024 0 0 0 z C> 0 Q Lo N L[S � i J L a z Z O _2 LU 0 > 0- Q ❑ ~ w 0 rt r (�/ >w V) UJ � N LULLJ cn H Q J z L= M w o LL z 0 m Q(, Q O z > U} � Y U Y o�g � W J Y Y C7 Ln c U �00Y U W Z LUW Z z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C79 79 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") CONTINUED SHEET C70 O /SSMH#42 TYPE 1 - 48"0 / 500 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON \ or CONTINUED SHEET C69 SSMH#53 TYPE 1 - 48" 0 20 93+00 93+20 J ,' 19 �-, 18. \ \ 500 490 490 480 SSMH#53 TYPE 1 - 48"0 SURFACE STA 92+47.24, 20.57 L RIM=478.04 IE 8" 0 = 469.51 (SW) EXISTING SURFACE AT CENTERLINE 480 FINISHED AT CENTERLINE \ rr — — _ — — — — — 470 470 PROPOSED WATER MAIN — — — PROPOSED STORM SEWER MAIN 158 LF 8"0 SDR 35 @ 0.64% 460 EXISTING SURFACE AT CENTERLINE- 460 SSMH#42 TYPE 1 - 48"0 STA 32+80.24, 6.75 L RIM=481.60 IE 8"0 = 468.40 (SE) IE 8"0 = 468.50 (NW) IE 8" O = 468.50 (NE) FINISHED SURFACE AT CENTERLINE 1 U w Ln t0 m- � U cD Li w o Q1 N M ri � c3 U 0 cD LL w LL w M Q -4 67 Oi o O1 14: ri o o a I- IT� (D Q) U U U_ w Li w to n o M M o r* � m r� r" � U_ o o 03 "t LUL 90+50 91+00 92+00 93+00 93+50 ROAD BR HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE SIDE SEWER CLEANOUT NOTE SEE SHEETS CX-CX FOR DETAILS FOR SIDE SEWER CLEANOUTS AND SINGLE SERVICE CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 a E U U) u1 0 z 0 w of V � m J w o a, U J ZQ� � M L • d 00 -0 C � � Z:2 -zzfo cc ceo C7 WO.,cr� w � rn Z w>Lo xo+' �N m z=XC54+ �fo LL 2 n rn �qV)Lqr'�o wu? ^ate z LU op LLU Lm y N � -d w C J � � U �YF•$ S� of jt 46 13�1�� NA 9 Fe ruary 2024 0 0 0 z C> 0 Q ti N � u_I J az m Z oc ° W 0 Q ❑ ~ w 0 rt r ) (�/ >w V�+ > J o UJ o N w to F H Q J 0 z (= M o LL z 0 ua m Q�, Q O z > U} a.LU Y Y o � W J Y Y 0 Ln U �00Y U W Z LL]W Z O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. cso 80 OF 100 SAW CUT EX. A.C. PAVEMENT SURFACE PLANE EX. ROADWAY AS NECESSARY, OVERLAY TO MAINTAIN EX. FREEBOARD AT CURBS. 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF TRENCH = D + 36" 12" 12" 4 ' L Lo TRENCH BACKFILL MATERIAL, COMPACT TO 95% PVC SEWER PIPE BEDDING MATERIAL COMPACT TO 95% O.D.+24" (36" MIN.) v N SEE CHAPTER 6 FOR APPROPRIATE PAVEMENT SECTION TAPE PER SPECIFICATIONS MIN FOUNDATION STABILIZATION MATERIAL (AS REQUIRED) NOTES: 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). ORCHARD TRENCHES AND PIPE CONNECTIONS A SEWER TRENCH DETAILS SEWER TRENCH DETAILS NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 900 GENERAL SEWER NOTES DRAWN BY IDS S DATE 1123/2019 SCALE NTS DRAWING NUMBER 9flD MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON TOP MANHOLE FRAME AND LID GRADE RING' PRECAST ECCENTRIC CON (UNLESS OTHERWIS SPECIFIES PRECAST RISER SECTIO I ITA Eel ' 1 GRAVEL B` (6„ M CAST IN PLA NOTES: RUBBER GASKETS BETWEEN PRECAST SECTIONS SSE SECTION 00 N V V LLI LLj _ _ 1. MATCH CROWNS OF SEWERS. 2. FOR CAST IN PLACE BASE, CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF THE PIPE. 3. FOR PRECAST BASE, USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. 4. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE JOINTS WITHIN 1 )2 PIPE DIAMETERS OF THE MANHOLE STRUCTURE. 5. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN 2'-0" ABOVE THE TOP OF THE MAIN SEWER. 6. IN UNIMPROVED AREAS AND EASEMENTS, MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" ABOVE FINISHED GRADE. 7. MANHOLE RING AND COVER SHALL HAVE A CLEAR OPENING. WORDING ON COVER SHALL BE "SEWER" IN 3" RAISED LETTERS. 8. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C-443 SPECIFICAITONS. pqgEst. e� 1. ALL WORK SHALL CONFORM TO THE CURRENT CITY OF PORT ORCHARD PUBLIC WORKS ENGINEERING STANDARDS AND SPECIFICATIONS. 2. ALL NEW MANHOLES SHALL BE INSTALLED WITH A GU MANHOLE BASE LINER, OR EQUAL. 3. LOT CORNERS MUST BE SET AND SIDE SEWER LOCATIONS VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 4. TOPS OF MANHOLES WITHIN PUBLIC RIGHTS -OF -WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO PAVING. 5. ALL MANHOLES IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND ADJUSTING RINGS PER STANDARD DETAIL. 6. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 7. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE "STAKED" BY A SURVEYOR LICENSED IN WASHINGTON STATE FOR "LINE AND GRADE" PRIOR TO STARTING CONSTRUCTION. 8. CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWNSTREAM MANHOLES, SCREENS OR PLUGS TO PREVENT FOREIGN MATERIALS FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REMAIN IN PLACE THROUGHOUTTHE DURATION OF CONSTRUCTION AND SHALL BE REMOVED ALONG WITH COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A REPRESENTATIVE FROM PUBLIC WORKS. 9, THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER LINES. ANY CONFLICTS SHALL BE REPORTED TO PUBLIC WORKS AND THE ENGINEER PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL ENSURE AND VERIFY THAT NO CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITIES PRIOR TO CONSTRUCTION. 11. MINIMUM COVER OVER SEWER PIPE SHALL BE FIVE FEET, UNLESS OTHERWISE SHOWN, 12. SIDE SEWER DEMOLITION SHALL BE PERFORMED PRIOR TO REMOVAL OF BUILDING FOUNDATION. THE SIDE SEWER FOR EACH BUILDING SHALL BE ABANDONED FROM THE BUILDING CONNECTION TO THE EDGE OF THE PUBLIC RIGHT-OF-WAY, OR PROPERTY LINE. THE CONTRACTOR SHALL CAP THE END OF THE SIDE SEWER STUB TO REMAIN IN PLACE. SIDE SEWER DEMOLITION SHALL BE PERFORMED IN THE PRESENCE OF A REPRESENTATIVE FROM PUBLIC WORKS. MANHOLES A MAN HOLE DETAIL 48" DRAWN BY I IDS S DATE 113D12fl19 SCALE NTS DRAWING NUMBER 920 11"-CLEAR OPENING LOCKING CLEANOUT 6" SIDE SEWER NOTES: 1. IF NOT PERMANENT END OF SEWER, USE TYLOX GASKET OR APPROVED EQUAL, AND SECURE WITH #8 WIRE PIN THRU HOLES DRILLED IN HUB. IF PERMANENT END OF SEWER USE MORTAR TO SECURE PLUG. 2. IF INSTALLATION OCCURS IN UNPAVED AREA USE CONCRETE ANCHOR AS SHOWN FOR ASPHALT PAVING AND BACKFILL TO TOP OF CAST IRON RING WITH SOIL. 3. RESTORATION SHALL BE IN ACCORDANCE WITH CHAPTER 6. 4. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. Est. 1890 ORCHARD MANHOLE DETAIL 4811 NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 920 GENERAL SEWER NOTES CONTINUED 13. AVOID CROSSING WATER OR SEWER MAINS AT HIGHLY ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN UTILITIES SHOULD BE 45 TO 90 DEGREES. 14. AT POINTS WHERE EXISTING THRUST BLOCKING IS FOUND, MINIMUM CLEARANCE BETWEEN THE CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. 15. ALL SEWER MAINS AND APPURTENANCES SHALL BE AIR TESTED PER SECTION 7-17(2)F OF THE WSDOT STANDARD SPECIFICATIONS. ALL TESTING EQUIPMENT SHOWN ON THE CONSTRUCTION PLANS AND THAT ARE NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE COMPACTED PRIOR TO TESTING SEWER LINES. 16. ALL TESTING AND CONNECTIONS TO EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF PUBLIC WORKS STAFF. 17, SIDE SEWER STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN SEWER IS TESTED. 18, ALL GRAVITY SEWER PIPE SHALL BE CLEANED AND FLUSHED AFTER BACKFILLING AND COMPACTION IN ACCORDANCE WITH SECTION 7-17.3(2) A OF THE WSDOT STANDARD SPECIFICATIONS. THE PIPE SHALL BE CLEANED AND FLUSHED BY PASSING AN INFLATABLE RUBBER BALL THROUGH THE COMPLETED SECTION OR USING A FLUSH TRUCK, ANY OBSTRUCTION SUCH AS CEMENTED GROUT OR DEBRIS FOUND IN THE COMPLETED SECTION SHALL BE REMOVED. DO NOT ALLOW FLUSHED WATER AND DEBRIS INTO THE EXISTING COLLECTION SYSTEM. 19. THE CONTRACTOR SHALL PROVIDE COLOR CCTV EQUIPMENT SHALL INCLUDE TELEVISION CAMERAS, A TELEVISION MONITOR, CABLES, POWER SOURCES, SIDE -LAUNCH CAPABLE IF NECESSARY, AND OTHER EQUIPMENT. FOCAL DISTANCE SHALL BE ADJUSTABLE THROUGH A RANGE FROM 6 INCHES TO INFINITY. THE CCTV EQUIPMENT SHALL INCLUDE A DISTANCE MEASURING INSTRUMENT (DMI) TO MEASURE THE HORIZONTAL DISTANCE TRAVELED BY THE CAMERA. THE DMI READOUT SHALL APPEAR CONTINUOUSLY ON THE VIDEO PRODUCED BY THE INSPECTION AND SHALL BE ACCURATE TO LESS THAN 1 PERCENT ERROR OVER THE LENGTH OF THE SECTION OF PIPELINE BEING INSPECTED. FOR STORM OR SANITARY SEWERS, THE LENGTH IS MEASURED FROM THE CENTERLINE OF THE MANHOLE OR CATCH BASIN TO THE CENTERLINE OF THE NEXT MANHOLE OR CATCH BASIN. CLEANOUTS A SEWER CLEANOUT DETAIL SEWER CLEANOUT DETAIL NOT TO SCALE DRAWN BY I IDS DATE 113fl12019 SCALE NTS DRAWING NUMBER 98D CITY OF PORT ORCHARD STD. DRAWING 960 SANITARY SEWER MANHOLE NOTE SANITARY SEWER MANHOLE ACCESS LIDS SHALL BE ROTATED TO BE LOCATED OUTSIDE OF THE WHEEL PATH WHERE APPLICABLE m LU Q 0 z 0 a U rn W 0 z 0 cn LU 22 V U., m J w o 00 a, U _j Ln � /MJ� /L�� • I..L O 00 L, C � � zC o(� - o cr Q1 � o (D LU C) WLr) ON z LUL0 o �) �N co z U-)fo V) LL d L 2 n rn V) -0 Ll'} w^ate Z w 00 �1 tn Wz� F� y N -d w� J_ 0 I —I a U Y F. S� of WASftj 0 jt 46 is NA 9 February 2024 0 W O Lo ti N V) w J z o z 0 Q W � 0 C/) W 0 J z Y J� N W LU V) o z LU g �>0 m Q a, m 0 0zLLI z �g Y w J 0 Y Y C7 U U �00Y U ~ w ~ < z w z w z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C81 81 C>F 100 LEGEND: (11) 6"x4" ECCENTRIC REDUCER O4" PVC SEWER PIPE, SDR 35, ASTM D3034 O8 4" 45° BEND O 4" TWO-WAY CLEANOUT OSOIL PIPE - MINIMUM OF 2 FT BEYOND BUILDING FOUNDATION ORUBBER RING ADAPTER -SOIL PIPE TO SEWER PIPE 0 6" CAP O O 6" TWO-WAY/ \-6" TWO-WAY CLEANOUT CLEANOUT ASSEMBLY ASSEMBLY ADDITIONAL SERVICE (IF NEEDED) 6" SIDE SEWER BUILDING (SINGLE-FAMILY RESIDENCE OR DUPLEX) 30" MIN. 18" MIN. O 0 /PROPERTY LINE 6" LATERAL FOR SECOND SERVICE CONNECTION (IF NEEDED) NOTES: 1) ALL CONSTRUCTION REQUIRES A PERMIT AND INSPECTION PRIOR TO COMMENCEMENT AND BEFORE BACKFILL. 2) SEWER LATERALS SHALL BE LAID IN A STRAIGHT LINE BETWEEN BENDS, CHANGES IN LINE AND GRADE SHALL BE MADE BY BENDS OR WYE FITTING. 3) SEWER LATERALS SHALL BE LAID AT MINIMUM GRADE OF 2% (1I4" PER FOOT) AND MAXIMUM GRADE OF 100% (V PER FOOT) UNLESS PRIOR APPROVAL IN WRITING IS OBTAINED FROM THE CITY ENGINEER. 4) CONNECTING DOWNSPOUTS AND AREA DRAINS TO THE SEWER SYSTEM IS PROHIBITED AND WILL RESULT IN FINES. 5) CLEANOUTS ARE REQUIRED FOR LATERALS EXCEEDING 100 FT., AT ANY BEND EXCEEDING 1/8" BEND (45') AND WITHIN TEN (10) FT OF A BUILDING FOUNDATION. 6) FROM MAIN TO CLEANOUT AT PROPERTY LINE SHALL BE 6" PIPE. FROM PROPERTY LINE CLEANOUT TO BUILDING SHALL BE 4" FOR SINGLE FAMILY RESIDENCE AND 6" FOR DUPLEX. CLEANOUTS ARE REQUIRED EVERY 100 FEET OR PORTION THEREOF, AT ALL CHANGE OF DIRECTIONS AND AT THE PROPERTY LINE. TYPICAL SFR SEWER LATERAL NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 940 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON SERVICE CONNECTION WYE FITTING !a �n FIRST PIPE LENGTH 3'-0" (MAX.) GRAVITY SEWER GRAVITY SEWER 6" SERVICE CONNECTION PIPE, SLOPE AT 1/4" PER FT. (MIN.) FIBERGLASS VALVE BOX AND COVER, CARSON INDUSTRIES OR APPROVED EQUAL 6' SERVICE CONNECTION PIPE PIPE BEDDING MATERIAL AS SPECIFIED WYE FOR SECOND LATERAL FOR DOUBLE SERVICE CONNECTION (IF REQUIRED) 6' SERVICE CONNECTION PIPE, SLOPE AT 1/4- PER FT. (MIN.) 6" TWO-WAY CLEANOUT ASSEMBLY ICAP6GRAVITY — (� \"// "x4" ECCENTRIC REDUCER SEWER I 'j�l � 4' SEWER LATERAL 6' WYE FOR LATERAL J RIGHT OF WAY OR SERVICE SERVICE CONNECTION PROPERTY LINE CONNECTION WYE FITTING 6" TWO-WAY CLEANOUT 6"x4" ECCENTRIC REDUCERS 1.r PROPERTY LINE 4' SEWER LATERAL 2" DIA. SCH 40 PVC LOCATING PIPE, FULL DEPTH OF TRENCH _ 6" GLUE -ON -SCREW -ON CAP PLAN PROPERTY LINE EXTEND THE LATERAL GROUND SURFACE BEYOND THE PROPERTY WATERTIGHT PLUG OR CAP LINE AND UTILITIES 6` GLUE -ON -SCREW -ON CAP FIBERGLASS VALVE EXTEND THE LATERAL BOX AND COVER, BEYOND THE PROPERTY SERVICE CONNECTION CARSON INDUSTRIES LINE AND UTILITIES. OR APPROVED EQUAL LATERAL MIN.) SLOPE 1/4" PER FOOT (MIN.) 6" RISER PIPE — rn # PRESSURE TREATED 2"x 4" 6" TWO-WAY CLEANOUT D BLOCKING TO UNDISTURBED fi' RISER PIPE EARTH IEE3— TO RESIDENCE FIRST PIPE O �. LENGTH � a N z PIPE BEDDING MATERIAL — 6"x4" ECCENTRIC REDUCER 16" TWO-WAY CLEANOUT AS SPECIFIED GRAVITY TO RESIDENCE SEWER a SECTION INSTALL LOCATOR WIRE ON ALL LATERALS TO THE SEWER MAIN NOTE: CONNECT ALL SERVICE CONNECTIONS 8" AND LARGER AT MANHOLE. DETAILS TO BE APPROVED BY CITY ENGINEER. SINGLE SERVICE CONNECTION NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 941 6" SERVICE CONNECTION PIPE PIPE BEDDING MATERIAL AS SPECIFIED SECTION NOTE: CONNECT ALL SERVICE CONNECTIONS 8" AND LARGER AT MANHOLE. DETAILS TO BE APPROVED BY CITY ENGINEER. 6'x4" ECCENTRIC REDUCER 6" SERVICE CONNECTION LATERAL EXTEND THE LATERAL BEYOND THE PROPERTY LINE AND UTILITIES. INSTALL LOCATOR WIRE ON ALL LATERALS TO THE SEWER MAIN. DOUBLE SERVICE CONNECTION NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 942 NOTES: 1) PROVIDE SOLID COPPER TRACE WIRE (NO. 10 MIN,) WRAPPED ALONG LENGTH OF SERVICE CONNECTION LATERAL AND MARKER. 2) STENCIL "SEWER" ON LOCATING PIPES AND DEPTH TO INVERT IN 2" HIGH LETTERS. SERVICE CONNECTION MARKER NOT TO SCALE CITY OF PORT ORCHARD STD. DRAWING 943 m LU Q 0 z 0 D- EE U U) W 0 Z O W of V U., m J ED 0 a, U JZQLn � M L rn • O 00 -0 � C M " Z J O Q9 —zz�5 ate-+ � o (D2 to WOC)CrN� Ln LU rn Z LU > Ln o 0oN m ZulfoV) LL d L — z z �n Ql Lr)-0o Lf} w^av- Z LU tn v :Fu LU '-1�' Ln y N -d ( cr LU C ffi J 0 U N � � I —I a U �YF•$ S� Of jt 46 is NA 9 February 2024 O W 0 LO I- psi N V) Z I ---I 0 O Q U 2 LU 0 C/) W 0 J z Y J� N W LU ,--, oZto m LU g m w � 00 00 Q , m a 0 0z� z U LU o � W J Y Y 0 C7 Ln U �00Y U W Z W Z W O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C82 82 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") - 40 FIE 11"x17") PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON \ O \ O a QWO�3Akp4 M scsD STA: 33+35.49, 6.75 R \ 1 - $"x6" TEE (MJxFL) SS / \ e� M �Z \ \\ \ \ \ 1 - 6" GV (FLxMJ) 1-1 1-- g" 'STA: 32+93.74, 6.75 R / 1 - 8" TEE (FL) \ I 3-8"GV(FLxMJ) M �� 8LF6"DI �� 1 10' UTILITY EASEMENT (TYP) � po �Z S o STA: 33+35.49, 16.00 R STA: 31+64.37, 6.75 R,,,--*- FIRE HYDRANT \ \ "1 - 8" 450 BEND (MJ) P� J M / STA: 31+52.47, 3.88 L \ J 1 - 8" 450 BEND (MJ)7 �z O 1 ' STA: 31+06.72, 3.35 L \ CONNECTION TO EXISTING WATER MAIN \ i 428 i AA _ 5 LF 8" DI \ STA: 31+70.37, 6.40 R 1 - 8"x6" TEE (MJxFL) \ \ 1-6"GV(FLx J)- . 7 / SS SS i 32kpp / y -c� pP� ss / 8 LF 6" DI 3 o s3 "ao STA. 1+7 . , -L R FIRE HYDRANT ' i KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG 500 490 Z l.r / *Q �N O i � � — � CT1 �z DEFLECTION BASED ON PROFILE SCALE STA: 32+93.74, 6.75 R 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) STA: 33+35.49, 6.75 R 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) EXISTING SURFACE R FINISHED SURFACE AT CENTERLINE — AT CENTERLINEx6" — — 490 CONNECTION TO EXISTING WATER MAIN STA: 31+06.72, 3.35 L 1 - 10" CROSS (FLxFL) 2 - 10" GATE VALVE (FLxMJ) 1 - 10" GATE VALVE (FLxFL) STA: 31+64.37, 6.75 R W/ STEEL CAP/ FLANGE PLATE 1 - 8" 45° BEND (MJ) STA: 31+52.47, 3.88 L 1 - 8" 450 BEND (MJ) STA: 31+70.37, 6.40 1 -8 IITEE (MJxFL} 1 - 6" GV (FLxMJ) 480 480 / 86 LF 8" DI 470 470 -- 41LF8"DI IT 123 LF 8" DI 44 LF 8" DI 5LF8"DI 15 LF 8" DI PROPOSED STORM SEWER MAIN PROPOSED SEWER MAIN SEWER MAIN EXISTING 460 460 (D w rn � C7 t7 LU LU 0 r` (D CDLn LL l0 LL %0 i7 U CD CD LL w LL w Lr 1-1 w t0 a' t0 t0 r-� 4 06 N N rl n N 0 CD CD U LL LU LL LU 0-1+ 00 Ln —A Ln N 00 N Q 0l O N N N co co 0 (D 0 LL LU LL U, 4 � N 't rn v- N O N Ln vi 0p co 00 co 0 LL o N Ln co 30+00 31+00 32+00 33+00 34+00 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1 1 1 1 1 1 NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING 6 REQUIREMENTS, SEE DETAIL (TYP.) Cs7 m LU Q 0 z O 0- E U U) W 0 z O cn LU fr V � m co J LU S a, JZQL� � M L d o 00 -0 r- M " z:o3 c) cr = o (D WOc:, cr,� W I Z rLrl) LU > o t �N m N z�foV) LL 2 n �qV}�_o Ll} w^ate z LU � c z� IWO WF� y N -d cr LU C U �YF•$ S� of jt 46 is NA 9 February 2024 1 C> w J LL O7 N Lo d. z 0 z 0 z >_ Q Q F W Qzi J O o J Y � N a Y wW zcnc., m Q Q g �Qrn 0 Yz� U g Y o�g W J Y Y 0 U-) 0 v �00Y 0 W Z W Z W O c=!} U 0 DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C83 83 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C90 Am 111111111111611, m m mI. \ .;E C5CD I o I I 123 Q cn a' I b °. aSSq SD .. as cis i Ss �5- ss — — — / M 35 LF 8" DI 4 p1 N S � M 110 RD � STA: 35+35.98, 6.75 R _ - - ?/ SS BEGIN HORIZONTAL CURVE DEFLECTION - 06 2-55 STA: 34+21.92, 6.75 R END HORIZONTAL CURVE DEFLECTION 1 ■ 1 M U �1 wl LU Lr)1 C) LU zl of U 1 1 1 1 I 1 I R I I 9 IsI7\\\ * o PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG 496, CONTINUED SHEET C92� KEY MAP S S 1 I Ii D a 1 96 I, 95 1 1 0 --------------- m CA Q O m U) — SS SD SD SS� SS SS � v D 3s 00 W I STA: 35+73.44, 6.66 R 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) RDA- RD RD 26 I 0 o I I I 10' UTILITY EASEMENT (TYP) 97 o-------------- — r +1 Z'o m "PROPOSED •:u SS SS SS SS SS SS SS S SS S� _ - ROAD BK ,n PROPOSED SEWER � I 37+00 - - - I - w-- W W W_ W_ 38+00 �n 256 LF 8" DI W w— w n W- W- W_-TT_ w W 27 39+00 —w—w-1 415 LF 8" DI W- W RD RD--RD --I -----� -------------_STA: 38+30.45,6.73R 1 21 1-8"TEE(FL)---i-- - - - - - ------ � - - - - -------- 1 9 \ I� 30 — � - 8" GV (FLxMJ) 31 I \ I I 32 �I 33 I I\ \ I Ln 1 °O S U LU 1= W w �' 1 0 z RD z 10 U W 500 490 ' �' IV O C ----------� - DEFLECTION BASED ON PROFILE SCALE I FINISHED SURFACE - AT CENTERLINE --- - - - STA: 35+73.44, 6.66 R 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) - - - - - EXISTING SURFACE AT CENTERLINE -- ----- ------- NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING 6 REQUIREMENTS, SEE DETAIL (TYP.) �97 - - - - - - - - - - - - - - - - -_ ---- STA: 38+30.45, 6.73 R 1-8"TEE (FL) 3 - $" GV (FLxMJ) ---------- ----------- 500 490 --- 480 35 480 415 LF 8" 256 LF 8" DI DI LF 8" DI 110LF8"DI 86 LF 8" DI PROPOSED STORM SEWER MAIN 470 470 EXISTING SURFACE- FINISHED SURFACE AT CENTERLINE AT CENTERLINE PROPOSED SEWER MAIN (D w � O 00 00 � 0 LL O N Lo 00 V_ 00 w U_ O 00 N N O; t0 00 00 V_ V_ CD w ^^ (D LL CP1 t0 00 V_ C7 w N V: m 00 � C7 U_ N I: r% 00 V_ c7 w 00 M O rn T (D LL M 91 r" co V_ L7 w � M O rn � LL 00 M 07 co T LL 00 f\ 00 00 V_ w LL 1- 07 N N oll m e � w N I� +- rn �r u_ 00 L1 f ON 00 I- w u_ Ln 00 lD � Qz m co �� LL 00 M O ON (D w O rn 0 w 00 O 34+00 35+00 36+00 37+00 38+00 39+00 39+50 ROAD BK HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1 LP) U LU L0 Q LU I M �z �z O 1 1 m LU H Q 0 z O a_ E 0 U) Lu 0 z 0 cn LU of LJZQL� U V) m J LUo oo a, U � M L •�J00-0 M L �c zG c) cr � o CD to W0�cr� d LU� ' z LU>Lo o+J �N m zD.. V) La= z rK rn �V)�-0o w^av- z� zn�i zi y N -d a LU J0 V) U Y F. S� of jt 46 is NA 9 February2024 I C> W CO 6 J LL O7 N Lo LLI a. z O z 0 z Q o F W Qzi J O J Y N N m O �D Z Ln M m Q g Q �Qrn 0 Yz� g ULU Y o�g ir w J Y Y 0 Ln U 0 w Z w Z w O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C84 84 OF 100 U W LU W z z 0 U GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") 95 1 V- U R RD 0 D U1 W LU = 1—S sS- 0LU 1 — 5 W cf� W' z_ U 1 I--- 4 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. 36 CONTINUED SHEET C86 STAI: 43+38.03, 6.75 R 1 - 8" 22.5° BEND (MI) I , �� / V 69rid l!► !ritir:� sWil:7 KEY MAP 510 510 1 1 1 1 EXISTING SURFACE AT CENTERLINE 1 I STA: 42+46.09, 6.75 R FINISHED SURFACE 1 - 8" 22.50 BEND (MJ) 1 500 AT CENTERLINE r 1 — — — — — — — — 500 --- ----------------------- 1 — --_ _STA:42+92.06,6.75R STA: 42+62.22, 2.19 R 1 - 8" 45° BEND (MJ) 1 - 8"x6" TEE (MJxFL) 1 ---- 1 - 6" GV (FLxMJ) 1.79R _ 1 - 0 1 tt �rL) 3 - 8" GV (FLxMJ) 00 Q 1 __ __— - ---------- —___-- 23 LF 8" DI 49 LF 8" DI Vh 1 490 0 490 W 415LF811 DI = 7 LF 8" DI Ln 17 LF 8" DI— 0 1 6 LU ' PROPOSED STORM SEWER MAIN STA: 43+38.03, 6.75 R 1 z 1 - 8" 22.5° BEND (MI) i--i 1 PROPOSED SEWER MAIN 1 z 1 10 U 480 �' 480 1 VERIFICATION NOTE 1 / ■ ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE O IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY i N CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS i WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER O & ------------ — IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. 1 DEFLECTION BASED PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING ON PROFILE SCALE TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION 470 470 ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. C7 U LL c.D LL 0 c.D LL LL 0 LL 0 LL CD LL 0 LL c 7 LL CD LL cD CD CD LL LL LL U LL U 0 LL Lt_ Ul (D LL 00 r* " 14: M +! 00 r} rV rl*� 01 -! 01% M 00 CO r" O M Lq m � N M Lo rl � lP rl •! Ln N 00 N Ln .4 00 N o N °� +--I o"tr r) + -i v- I:rCA Ln m m � z �, M 00 14, M m0, m t- 0) °' v- Ln I, 0) tD 0, mCDI- -1 00 CALL 811 AT LEAST 48 39+50 40+00 41+00 ROAD BK 42+00 43+00 44+00 HOURS RS BEFORE FD RE YOU DIG HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m LU Q 0 z 0 0- U Lu 0 Z O cn LU of U V) m JLU0 a, U JZQLn � M L • t14-JO00-0 cM" Z L2 o 3 --0 c) � o CD W O C) `I LU 01 z W>Lo o+' 0�N m Z � fo V) . La= 2 n rn 9V)Lqr'�o Ln n w^ate zLU Z� v LU Lr) F 0 (Dr-4 -d LU J_ V) U �YF•$ S� of jt 46 is NA 9 February2024 1 C> W CO J I --I 0 N �c Lo z 0 O 0 z Q Q H W Qzi J O o J Y � N i w H O z�r� m Q Q g 0Qrn 0 Yz� Y o�g J 0 ~ H �00Y U w Z w Z w O c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C85 85 OF 100 520 EI 5( 4t 41 GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET (11"x17") STA: 49+56.18, 6.80 R FUTURE STUB MARKER 1-8" CAP (MJ) 55 RL� RD STD• 4R+'�7 '3l r, 7S R PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG � � � i CONTINUED SHEET C93 CONTINUED SHEET C94 KEY MAP wl - Ln RD ' U ' LU LLI 1 = W W t� 44+00 1 P1 520 0 — STA: 48+32.31, 6.75 R 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) EXISTING AT F FINISHED SURFACE AT CENTERLINE 5 STA: 49+56.18, 6.80 R FUTURE STUB MARKER 1-8" CAP (MJ) SURFACE CENTERLINE _ — — — — — — 123 �F $ 272 LF 81, DI — —\ STA: 45+59.30, 6.75 R 3-8"GV(FLxMJ) PROPOSED STORM SEWER VAWN MAIN — 0 PROP05ED SEWER MAIN 5 220 LF 8„ p I 0 NOTES / S 1. WATER MAIN PIPE LENGTHS SHOWN •O ARE FROM CENTER OF FITTINGS. PIPE / 0 LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 6 / un 2. WATER MAIN TRENCHING % _ _ _ _ _ _ _ _ _ O REQUIREMENTS, SEE DETAIL (TYP.) C97 DEFLECTION BASED ON PROFILE SCALE 4 �0 EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE 4 (D LU t0 O N Ln 0 (D LU LU 0 N 0 00 LL O LL 00 N M ,- Ln (D LL LU LL w 1- Ln On M C7 CO N N Ui rr Ln Ln Ln (D LL LU LL C7 Ln O 1 � N Ln Ln Ln U U t, LL Lu LL Lu 1-1 � N Ln 00 Q, I� n O t0 00 Ln a o 0 Ln Ln Ln Ln U LD LL LU M O t0 O t0 vi 0 0 Ln Ln 0 LL t V)07 7 � N 0 � Ln U U LL Lu LL to M N Lr, m M N O 6 4 o 0 0 0 Ln Ln Ln Ln CD LL 00 N 00 0, 49+60 49+00 48+00 47+00 46+00 45+00 44+00 ROAD B K HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' ■ Is] LP) 00 U LU LU Vi 0 LU z z 0 U m L„ H Q 0 z O i= 0- U Lu 0 z 0 cn W of U V) m JLUo m U JZQLn � M L d o 00 -0 C M " Z J O 3 --0o c) cr ceo C7 WO�'� `I LU z W>L o�+ �N m Z ) fo V) . d L 2 n Q1 VV)o Lf) n w^ate zw.c Wz' FW o N -d Lu J_ 0 U YF•$ S� of jt ,6 NA 9 Feb2024 � o LJJ CO J � LL 0 N Lo 6Li a. z O z 0 0 z Q F W Qzi J O o J Y � N i w H o zLnm LU Ls Q rn m Q g Q � 0 Yz� Y o�0 W J Y Y 0 Ln U �00Y 0 W Z W z W Z c=!} U 0 DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C86 86 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 6 2. WATER MAIN TRENCHING REQUIREMENTS, SEE DETAIL (TYP.) C97 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I 1 I n r' 0 z %X O C M � m 3 LF 8" DI p S° 0 STA: 42+72.27, 13.74 R (J'} 1 - 8" 22.50 BEND (MJ) \SS _ ' l rn qfAge BLF 8' DI/ _ STA: 42+70.31, 1.79 R Uq 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) -- 40 510 500 490 ..f 496 - STA: 43+16.28, 121.11 R ,496— 1 - 8" 450 BEND (M3496 136 LF 8" DI D RD RD 41 (I i i i i UA O i i Ul —/-------o — DEFLECTION BASED ON PROFILE SCALE STA: 42+72.27, 13.74 R 1 - 8" 22.5" BEND (MI) 3 LF 8" DI STA: 42+70.15, 10.98 R 1 - 8" 45° BEND (MJ) 136 LF 8" DI 42 i — _496 496 1 -1 LF 8" DI STA: 43+16.10, 122 40 R 1 - 8" 45° BEND ('Nq�) 496 — 496 I 496 �9 I / Q I ,\ I 1 -49 I STA: 42+87.97, 198.11 R �FUTURESTUB MARKER 1-8" CAP (FL) i I PROFILE SHOWN OVER PIPE CENTERLINE FINISHED SURFACE AT PIPE CENTERLINE 1 LF 8" DI STA: 43+16.28, 121.11 R 1 - 8" 45° BEND (MI) STA: 43+16.10, 122.40 R 1 - 8" 45° BEND (MJ) 127 LF 8" DI EXISTING SURFACE AT PIPE CENTERLINE m STA: 42+87.97, 198.11 R FUTURE STUB MARKER 1-8" CAP (FL) EXISTING SURFACE AT PIPE CENTERLINE FINISHED SURFACE AT PIPE CENTERLINE w w LULU- LUt- LU- LUt- LUt- ,--I 0 ri o N rn n rn N o ri Ln V) m Ln OR rn rn m a co rn 00 rn 00 0% n rn rn 0% 372+00 373+00 510 500 .a U-1 374+00 KEY MAP VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z 0 0- U w 0 z 0 w V U-1 m J LUo co a, U JZQL� � M L • d 00 -0 C M " Z J O 3 --0o —zzfo� 2) cr ceo0� W0�cr� LU - (3' z LU > L[) o t �N Co Z fo V) L.L d L 2 n Q1 �V)�-0o u� wa! Z LU00^1:1' In wz�'(o-0 (Dr-4 -d Z6 a wc: f J_ 0 U U �YF•$ S� of jt 46 is NA 9 February 2024 i W J � LL_ 0 N Lo LLi a. z 0 z 0 Q z Q H z W J O o Y N }� IL.L W H �z z LU�LJ` Ld 23 LLJ m Q �Qrn �--- Yz� U Y o �0 W J Y Y 0 Ln U �00Y 0 W Z W z W Z c=!} U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. cs7 87 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) mi MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON \ \ — 494 \ I I \ \ — STA: 32+16.52, 312.75 L 492 I I \ \ \ FUTURE STUB MARKER I I \ 1-8" CAP (MJ) \ CONNECT TO EXISTING 12" _ _ - \ cn WATER MAIN W/ 12"x6" - - - - - - — C's n Q WET TAP W/ RESTRAINED JOINT PIPE AND 6" GV TO - z STA: 30+40.60, 272.32 L 0 BE INSTALLED BY CITYLL - FUTURESTUB MARKER 1-8" CAP (MJ) EXISTING WATER MAIN / $ — — — — — M O' / m - - M -M _ --M-- ---N\ N\ -s KEY MAP M—� _ s -M——M--cbco—M - $— — M 2 LF 6" DI�_ 4+00 = M ROAD 6 H — — R�� m 123+00 w SEWER U' EXISTING 122+00 � o _ _ - I STA: 122+95.42, 9.00 L °FIRE HYDRANT PRO \ pOSED STORM MAIN J z _ _ - - _ - - - - - 3 I 10' UTILITY EASEMENT \ STA: 11 + 14.49, 5.84 L _ I {lYP) i Op 1 - 12"x10" TEE (FLxFL) - - _ _ - - - - - 2 1 - 10" GATE VALVE (FLxFL) - - \ 1 - 10" FLANGE ADAPPTER (FLxMJ) W/ STEEL CAP/FLANGE PLATE CONNECT TO EXISTING 12" THRUST BLOCKING WATER MAIN W/ 12"x8" I I / / WET TAP WRESTRAINED I JOINT PIPE AND 8" GV TO I a 7 \ BE INSTALLED BY CITY I STA: 34+39.64, 306.40 L FUTURE STUB MARKER 1-8" CAP (MJ) F CONTNUED SHEET C89 A CONTNUED SHEET C90 / H / X-4 / 0) - m%off co STA: 107+03.80, 0.01 R CONNECTION TO EXISTING WATER M � IZ8�Q0 PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-30 (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m w Q 0 z O a U co Lu a z 0 cn w V � m M JLUo co JZQL� � M L 0— 00 0 ' M " z:� o3 -� cr 2) � o (D to W0M�i�: W T M z W Lo xo +' �N m z � fo V) LL a 2 n rn �qV)Llr!�o w^ate Z Lu ,L�2 c Wz�'F_0 (DN -d LU J_ Lj U �YF•$ S� of jt 46 is NA 9 February 2024 0 0 Lo m p T_ Lu Q 0 z 0 0 >- Q F z W J O o Y � N a W H LU m OQrn Y z 3 U g Y o � W J Y Y 0 � v �00Y U w Z w w Z z co U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. css Ss of 1oa GRAPHIC SCALE MCCORMICK WEST, DIVISION 15 0 20 40 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., 1 INCH = 20 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON 1 INCH = 40 FEET (11"x17") mmv—A,2,-w I _ U Uj w BP Ln 52 ROAD BP o \ � — w w— Z _—w -- =W ---W o g o — — — W — - - o I s II I 0 I �I ° I I I I I ° , I r� I I I I a U I II �I I I z LU I I II w LU KEY MAP \�ll0100111901 10TO ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. a I»07:19111401to] ►' CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. m LU Q 0 z 0 D- U W 0 z 0 cn LU of U � m JLU0 rn JZQLn� M L • d 4-JO C o Z J O 3 c) cr 2 � o C7 to W0�� LU�°'z W>Lo xo+' �N m z � fo V) LL a — z z �n �V)�-0o L0 w^ate zLU Z� cv LU '-1�' -0 / y N -d Z6 a LLJ I_- ra J_ V) U �YF•$ S� of46 jt Is NA 9 February 2024 0 0 Lo r, om Q T- w Q 0 Z 0 0 >_ 0 F z W J O Y N N a W H 0 Z (n m LU co OQrn Z 3 U g Y o � W J Y Y 0 C7 Ln v �GoY U W Z LUW z Z coU U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C89 89 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON I I 11 I 8 119 —��—�— I 120 121 -------910 ---r— --- ------------- D R STA: 107+03.80, 0.01 R n CONNECTION TO EXISTING WATER MAIN TEED RD EXISTING SEWER MAIN VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. cr _ V, I � I i I CONTINUED SHEET C84 122 RD z o o � sS PROPOSED SEWER MAIN —y co � SS— SS \sS m / _ ROAD BJ SS a _ rn W _ 107+00�w W� yy yy_ 108+00 — 204 LF 8" DI - cn f , W —1 W W m I PROPOSED STORM MAIN m -7 SS - STA: 109+08.95, 10.00 L o I I FIRE HYDRANT t� 3 ocn n M 16 LF 6" DI Iko s Ss PI I + W W 109+00 0 '" W W— VI��—I-- W 54 LF 8" DI o —► / I STA: 35+73.49, 48.58 L OO o — — — 1 - 8"x6" TEE (MJxFL) kD \ N 1 - 6" GV (FLxMJ)L::Z 8 ------------ ■, � � � I �I o IOil100 I I cnNTTNI1FD r-,HFFT C'RR ----------9------- 10' UTILITY EASEMENT (TYP) i i ROAD BJ HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' —r —�— J � � 1 110+00 STA: 35+73.44, 6.66 R -1 - 8" TEE (FL) 13 - 8" GV (FLxMJ) --- JI I �,n� II CONTINUED SHEET C84 sin KEY MAP PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING REQUIREMENTS, SEE DETAIL (TYP.) 6 6 m LU H Q 0 z O D- U W 0 z O cn LU of V V m JLU0co rn JZQL� � M L d o rn 00 -0 s= M " 9 -3: rn Z2 o� c) cr 2) � o C7 to W0�� LU�°'z W>Lo xo+' �N m Z=xoc+n U-) fo LL 2 n rn �LnLir,�'COD w^a! zLU Zop v 0 N -d Z6 a LU c: ra J 0 U U �YF•$ S� of jt 46 is t NA 9 February 2024 1 L1J °O J L0 LL 0 N L W d. z O z O Q z Q Q F W Qzi J O J Y N N F- LU — LL O Z cn M co xQrn Qg 0 z Y� U g Y o � W J Y Y C7 Ln v �00Y U W Z W z W Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C90 90 OF 100 STA: 81+69.16, 6.532 R I CONNECTION TO EXISTING TEE ..I . ° . GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") O O O MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C93 co 65 I . 0 1 \ I C-0 L� I II 801 1 STA: 82+92.68, 6.75 R — 1 - 8" TEE (FL) ° WER SS 3 - 8" GV (FLxMJ) 3 o PROPOSED SE cn �, SS U 85+00 LU �. ��— M LU AN LF 8° D _--° a s S —� �M M 183 I — Vi 8 I s_ r6 `o 0 74 LF 8� W M TORM e 0 s ROAD gp t 83+00 W W PROPOSED Sui <, w —I 122 LF S' DI W—W�IW /' ` w I —1 W STA: 83+68.05, 6.75 R 81+00 _ _ — / ° — _ _ — — -1 - 8" 11.250 BEND (MI) j\N W —/�— g --- —_ _---- I —RD; __---► 10 ► 106 �—I I 10 I I b / 10g 10' UTILITY EASEMENT (TYP) 0 .� , � 110 I d co I I I I Q I I I CONTINUED SHEET C89 Sln ROAD BP HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' R D i---i RDRD�RD-� _j— — /— — I 164 / 105 , o I �� / o Q I i i i I I I o I I � I I sin KEY MAP PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF $O, CONTACT PROJECT ENGINEER. NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING 6 REQUIREMENTS, SEE DETAIL (TY. C97 N ON U W w U) M LU I --I z 0 U VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 Z 0 F- a U uJ 0 z 0 cn LU fr V � m JLUom rn JZQL� M L • d 4O 00 -0 c M L Z 6 3: z J 2 o c) cr � o (0)D to W0�� Lur'01z W>Lo o4-+ �N Cc z =.. V? LL 2 n Q� �V)"-0o w^av- zZ� cn�ii W'-1�'� (DN -d LU J_ V) U �YF•$ S� of jt 46 is NA 9 February 2024 1 W CO J � I..L 0 N Lo 6 Li a. z 0 z 0 Q z Q Q F W Qzi J O J Y N N LU LU O zLnm co Q g xQrn 0 Yz3 Y o�g of w J Y Y Ln v �00Y 0 w Z w z w Z ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C91 91 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17") MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON CONTINUED SHEET C94 A I I z ■ ' B f 80181 o , - - - - - - - - -------L .� ; .��,.. _ .. .► , �, 1a �a�� c�r�� ire �,r � � � �,>wc��r r _ .• 11 _ :. 11 • W aLU a o - / �103, / z�� I oI I I I I I I 510 PROPOSED SEWER Q(- 235 LF 8" DI w w U) V) /. , 87+00 w-► CONTINUED SHEET C85 vcn, I w \ I o l I \ I CIO \ I I 3 I 96 � I I STA: 87+88.76, 9.00 L o SD — FIRE HYDRANT �— S S S S S S— s- S S I STA: 38+30.45, 6.73 R ROAD BP o 1 'a 1 - 8" TEE (FL) I 3 I 3 - 8" GV (FLxMJ) — -- --�__U_ w w 88+00 54 LF 8 DI cn ' ° I 89+00� ;�— w w--- w w—w LFSTA: 85+52.84,1 6.75 R -�—PROPOSED STORM 1- 8" TEE (FL) 3-8" GV (FLxMJ) IUD D RD E - RD RD -----i —------------------------ --- ------ 102 101 100 99 I co ,\ I I I 10' UTILITY EASEMENT (TYP) / I I I I I I � � � — RD--RD D --� —_`� 98 97 STA: 87+88.77, 6.81 R 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) I � I I I S6 I sol N 0 3 00 I 01 I I I I� 0 3 ° CONTINUED SHEET C84 510 500 STA: 85+52.84, 6.75 R 1 - 8" TEE (FL) 3-8" GV (FLxMJ) —FINISHED SURFACE - AT CENTERLINE - EXISTING SURFACE AT CENTERLINE 500 ` i 490 8" DI \ --_ STA: 87+88.77, 6.81 R 1 - 8"x6" TEE (MJxFL) 1-6"GV(FLxMJ) 490 STA: 38+30.45, 6.73 R � � 1 - 8" TEE (FL) 3 - 8" GV (FLxMJ) 235 CF 480 pROpOSEp S EWER MAIN 480 / s i' O un z O DEFLECTION BASED ON PROFILE SCALE 54 LF 8" DI 470 EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE — 470 w 0% N Ln O - U_ LU w LUt_ 00 N r+ 01 M +-+ Ln ri m O 0) C7 Ln Ln- LL uw U_ LU 00 � '.0 Ln tiD 117 N 0� m � ko .-4 m o rn O Ln- i r LL w U_ LU rn Ln N 00 lqm n r" r� of Lr M rn co CT � LL w� LU ,1 O ai o m 00 00 rn co 00 � LL O V: m 00 � 85+00 86+00 87+00 88+00 89+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' KEY MAP PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF 50, CONTACT PROJECT ENGINEER. NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING 6 REQUIREMENTS, SEE DETAIL (TYP.) 6 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG m LU Q 0 z 0 D_ U W 0 z 0 cn LU of U � m JLUo a, U JZQ�� M L s d0 00 -0 Oo Q V 2 Z2 oG - 0 cr � o (D to W0's�� Ln LU rn Z LU > Lo o �N m Z D fo V) LL a 2 n rn �qV)Lqr'�o wu� ^a� zLU Lrl Zcv y N -d cr LU U �YF•$ S� of46 .d�O��,s jt is � NA 9 Februar 2024 W CO J C> O N Lo �Li a. z O Z O Q z >_ Q Q F W Qzi J O J Y N N LLI H zL,m m Q g Q xQrn 0 Yz� U g Y o�g W J Y Y C7 Ln U �00Y U W Z LUW Z O co U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C92 92 OF 100 GRAPHIC SCALE 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17) CONTINUED SHEET C91 I O II I I' I 47 LF 8" uI IF I W� I� I O W I T 61+ ° ss�ss�ss— I I SD SC ■illy a I I U, m Q . Icy- 0 CONTINUED SHEET C91 530 MCCORMICK WEST, DIVISION 15 A PORTION OF SECTION 8, TOWNSHIP 23N, RANGE 01 E, W.M., CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON PIPE DEFLECTION NOTE CONTRACTOR SHALL UTILIZE ALLOWABLE ANGLE CHANGE AT PIPE JOINTS AND FITTINGS TO OBTAIN THE NEEDED DEFLECTION. MAXIMUM ANGLE CHANGE AT EACH JOINT OR FITTING IS 50 WITH DESIRED TYPICAL BEING 2-3° (OR AS PER MANUFACTURE SPECIFICATIONS). DEFLECTIONS SHOULD BE SPREAD OVER MULTIPLE STICKS OF PIPE WHEN POSSIBLE. SEE DEFLECTION GUIDE WITHIN PROFILE. IF THE NEEDED DEFLECTION CANNOT BE OBTAINED WITH ANGLE CHANGES AT JOINTS AND FITTINGS, VERTICAL AND/OR HORIZONTAL BENDS MAY BE REQUIRED. IF SO, CONTACT PROJECT ENGINEER. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG KEY MAP I � CD CD �°00 00 \ cn cp �\ Y \ m Q 01 I U) I lit i i CONTINUED SHEET C86 530 520 STA: 61+36.65, 6.12 L 1 - 8"x6" TEE (MJxFL) 1 - 6" GV {FLxMJ} 47 LF 8" pI 35LF8"DI STA: 48+32.31, 6.75 R 1 - 8" TEE (FL} 3 - $" GV (FLxMJ) 520 / 'O , O i / cJ1 %�_�_ _ _ _ _ _ _ _ O _ DEFLECTION BASED ON PROFILE SCALE NOTES 1. WATER MAIN PIPE LENGTHS SHOWN ARE FROM CENTER OF FITTINGS. PIPE LENGTH TO BE ADJUSTED ACCORDINGLY PER FITTING DIMENSIONS. 2. WATER MAIN TRENCHING 6 REQUIREMENTS, SEE DETAIL (TYP.� C97 STA: 82+92.68, 6.75 R 1 - 8" TEE {FL} 3 - 8" GV (FLxMJ} STA: 61+71.66, 6.83 1 - 8" 11.250 BEND (MJ) L STA: 65+38.33, 78 L 6 1 - 8"x6" TEE MJxFL 1 - 6" GV (FLxMJ) 510 EXISTING SURFACE FINISHED SURFACE AT CENTERLINE AT CENTERLINE — — — — — — — ---- — — — — 510 366 LF 8" DI — — — 54 LF 8" DI -- -- 500 500 PROPOSED STORM SEWER MAIN PROPOSED SEWER MAIN LA EXISTING SURFACE AT CENTERLINE FINISHED SURFACE AT CENTERLINE CD cD LL LU O O II: Uf lD LA r1 ,--i LLB Ul) CD U U (D LL LU LL LU v- %D N 01) O � Lo tD Ln 1-1 •--� rl --11-I LLB LA Ln Uf CD CD LL LL 00 +-1 f\ .--I M .--� LLB Ln CD LL LU M +--1 rl� M ri .--1 Ln Ul) CD LL LU LL V O n Lq r--i lD I-N rl Ln Lr' Ltd LL LU LL w O [ 1 + I'D lD fV V In --I rl .--1 LIB Ln LLB Lr U tD LL LU LL N I- M 00 Ln O M tD v ri .-I rl LLB U-) Ltd CD LL lf'} ,- Ln 60+50 61+00 62+00 63+00 64+00 65+00 66+00 ROAD BM HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' m w H Q 0 z O i= a U uJ 0 z 0 cn W I V V) m JwU00 m U JZQLn� � M L � • d O 00 -0 C M " z C 0 c) cr � o C7 to W0�� ` Lu o" z W> [2) X0+' �N Co z=).. V) LL 2 n 9V)ILI)�o Lr� w^ate Z Lu Lor., c wz�'F� y N -d LU J 0 �YF•$ .d�O��,s jt 46 is NA 9 February 2024 1 C> W CO J � LL 0 N 7 Lo a. z 0 Z O Q z Q F z LU J O O Y N a w H LL 0 z Ln co Qrn Q g � 0 Yz� U gcq 113L Y o�g W J Y Y C7 Ln c U �00Y U W Z W Z W O ccr) U U DESIGNER: M. GOULARTE ENGINEER: J. HAUG DRAWN: V. KRAL S8 T23 N R01E WM DATE: 9 February 2024 REVISED: PROJECT: 23-121 DWG NAME: 23-121-C SHEET REV. C93 93 OF 100