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CivilPlans_PW23-059_PW23-060SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. Counter Complete AUG 212023 BASIS OF BEARINGS N8702'01 "W BETWEEN THE NORTH QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT LU20-BLA-01 RECORDED UNDER AUDITORS FILE NUMBER 20210JI80067 RECORDS OF KITSAP COUNTY, WASHINGTON VERTICAL DA TUM NA VD 88 PER GNSS OBSERIVA 17ONS HORIZONTAL DA TUM NAD 83/2011 - WASHINGTON PLANE COORDINATE SYSTEM (NORTH ZONE) LEGAL DESCRIPTION TIIA T PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17 AND THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, BOTH OF TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN THE CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS - BEGINNING AT THE NORTH QUARTER CORNER OF SAID SECTION 17,• THENCE S 885622" E ALONG THE NORTH LINE THEREOF 308.99 FEET TO THE NORTHWEST CORNER OF TRACT A, MCCORMICK WEST DI14SION 5, ACCORDING TO THE PLAT THEREOF RECORDED UNDER V0zUME 26 OF PLATS, PAGES 60-65, INCLUSII/E, AUDITORS FILE NO.. 9007230049,- 171ENCE S 2900'00" W ALONG THE NORTHERLY LINE THEREOF 1,.314.22 FEET; THENCE N 5552'03" W 119.42 FEET; THENCE N 60'5823" W 369.89 FEET,• THENCE S 76 0726" W 186.57 FEET; THENCE N 193434" E 719.07 FEET; THENCE N 69 0124" W 298.46 FEET; THENCE N 64 5637" W 38.44 FEET; THENCE N 4259'40" W 415.69 FEET; THENCE N 862928" W 1.35.71 FEET; THENCE N 0330'32" E 5.41 FEET,• THENCE N 862928" W 70.57 FEET TO A POINT OF TANGENCY WITH A 4.37.00 FOOT RADIUS CIRCULAR CURIE TO THE LEFT, THENCE WESTERL Y, ALONG SAID CURIE, THROUGH A CENTRAL ANGLE OF 0506'40; AN ARC DISTANCE OF 38.98 FEET TO A POINT OF NON- TANGENCY; THENCE N OJ:JO'.32" E 146.53 FEET; THENCE N185742 E 50.20 FEET; THENCE 5770553 E 101.8.3 FEET TO A POINT OF NON -TANGENCY WITH A 323.50 FOOT RADIUS CIRCULAR CURIE TO THE RIGHT, THE CENTER OF WHICH BEARS 57705 53 "E, THENCE NORPIEASTERL Y ALONG SAID CURIE, THROUGH A CENTRAL ANGLE OF 167.344'; AN ARC DISTANCE OF 91.6.3 FEET TO A POINT OF NON- TANGENCY; THENCE N562238 W 78.37 FEET,• THENCE N4632'12 W 77.86 FEET,• THENCE N373222 E 155 J5 FEET TO A POINT ON THE SOUTHWESTERL Y LINE OF TRACT 1S, MCCORMICK WEST, DIVISION 11, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 35 OF PLATS, PAGES 234-244, INCLUSIVE, AUDITORS FILE NO. 202203140148,- 171ENCE S 424129" E ALONG SAID LINE 858.67 FEET TO A POINT ON THE COMMON LINE OF SAID SECTIONS 8 AND 17,• THENCE S 885622" E ALONG SAID COMMON SECTION LINE 819.93 FEET TO THE POINT OF BEGINNING. 0 o CONTAINS 1,104, 017 f/- SQUARE FEET (25. J447 f/- ACRES). 0 SITUATE IN THE COUNTY OF KITSAP, STATE OF WASHINGTON. 0 N h W Z Z Z Z N 0 0 Cl rVI I( K DIVISION 18 WEST McCO MICK COMMUNITIES, LLC PORTO CHA D,WASHINGTON OWNER/APPLICANT McCORMICK COMMUNITIES, LLC 805 KIRKLAND AVENUE, SUITE 200 KIRKLAVD, WASHINGTON 98033 (425) 750-8400 CONTACT GREG KRABBE ENGINEER/SURVEYOR CORE DESIGN INC. 12100 NE 195TH STREET, SUITE .300 BOTIIELL, WASHINGTON 98011 (425) 885-7877 CONTACT MICHAEL A. MOODY, PE- ENGINEER GLENN R. SPRAGUE, P.L. S. - SURI/EYOR MICK MATHESON, P.E. - PROJECT MANAGER UTILITY CONTA CTS ELECTRICITY PHONE INTERNET PUGET SOUND ENERGY WA Vf- BROADBAND WA Vf- BROADBAND 1-888-225-5773 4519 SE MILE HILL DRIW 4519 SE MILE HILL DRlvf PORT ORCHARD, WA 98366 PORT ORCHARD, WA 98366 GAS 1-855-971-1252 1-855-971-1252 CASCADE NA TURAL GAS 1-888-522-1130 CENT(/RYLANK CENTUR)'LINK 2965 BEACH DR E 2965 BEACH DR E WA TER/SEWER PORT ORCHARD, WA 98366 PORT ORCHARD, WA 98366 CITY OF PORT ORCHARD 216 PROSPECT STREET CABLE EARTHLINK PORT ORCHARD, WA 98J66 WA VE BROADBAND 980 HAMMOND DR NE J60-876-51.39 4519 SE MILE HILL DRIVE ATLANTA, GA .30328 PORT ORCHARD, WA 98366 GARBAGE 1-855-971-1252 WASTE MANAGEMENT 1-800-592-9995 FIRE DISTRICT SOUTH KITSAP FIRE & RESCUE 1974 FIRCREST DRIVE SE PORT ORCHARD, WA 98J66 AREA TABLE LOT AREA ROW-2 164749 ROW-1 164543 COS-28 4732 A-7 958 A-5 928 COS-29 21247 OS-6A 240029 COS-30 38030 476 6008 477 6013 478 6067 479 6984 480 8881 481 6410 482 5445 AREA TABLE LOT AREA 483 5643 484 8226 485 7979 486 5250 487 5250 488 5250 489 5250 490 6692 491 6820 492 5653 493 5653 494 5653 495 5837 496 6558 497 5000 AREA TABLE LOT AREA 498 5000 499 4974 500 5540 501 8230 502 6499 503 6300 504 6300 505 7094 506 7344 507 8117 508 6720 509 7860 510 6591 511 6000 512 6128 AREA TABLE LOT AREA 513 9373 514 7234 515 8116 516 7500 517 6900 518 7141 519 7200 520 9720 521 7367 522 9497 523 8643 524 8641 525 8727 526 8727 527 8641 AREA TABLE LOT AREA 528 7387 529 7341 530 6407 531 6885 532 6883 533 6881 534 6880 535 7365 536 7142 537 6772 538 6329 539 7350 540 6300 541 6866 542 6961 SHEET INDEX C1. 01 COVER SHEET C1.10 HORIZONTAL CONTROL PLAN KEY MAP C1.11-C1.15 HORIZONTAL CONTROL PLANS C1.20 COMPOSITE UTILITY PLAN KEY MAP C1.21-C1.24 COMPOSITE UTILITY PLANS C2.00 TESC PLAN KEY MAP C2.01-C2.04 TESC PLANS C2.31-C2.33 EROSION CONTROL NOTES AND DETAILS C3.00 GRADING PLAN KEY MAP C3. 01-CJ 04 GRADING PLANS C3.31 GENERAL NOTES C3.32 ROAD DETAILS C3.33--C3.34 GRADING DETAILS C4.00 STORM DRAINAGE PLAN KEY MAP C4.01-C4.04 STORM DRAINAGE PLANS C4.10 STORM DRAINAGE CLEANOUT PLAN KEY MAP C4.11-C4.14 STORM DRAINAGE CLEANOUT PLANS C4.21-C4.25 ROAD AND STORM DRAINAGE PROFILES C4.31 STORM DRAINAGE CLEANOUT TABLE C4.32-C4.33 STORM DRAINAGE DETAILS C5.00 SANITARY SEWER PLAN KEY MAP C5.01-05.04 SANITARY SEWER PLANS C5.21-05.25 SANITARY SEWER & WA TER PROFILES C5.31 SEWER NOTES & DETAILS C6.00 WATER PLAN KEY MAP C6.01-C6.04 WA TER PLANS C6.31-C6.33 WATER NOTES AND DETAILS C7. 00 CHANNELIZA TION & SIGNING KEY MAP C7.01-C7.04 CHA NNEL IZA TION & SIGNING PLAN AREA TABLE LOT AREA 543 6300 544 6300 545 6300 546 6300 547 6300 548 7208 549 6017 550 6033 551 6095 552 6286 553 5449 554 5172 555 5138 556 5151 557 5164 AREA TABLE LOT AREA 558 5177 559 5191 560 5242 561 5652 562 8044 563 6411 564 5198 565 5200 566 5200 567 5200 568 5200 569 5200 570 5200 571 5475 572 6022 AREA TABLE LOT AREA 573 6439 574 6742 575 4776 576 6585 577 4721 578 4800 579 4800 580 4800 581 4800 582 4800 583 5409 584 6517 585 11164 586 5935 587 5750 AREA TABLE LOT AREA 588 5750 589 8002 590 8234 ROW-2 562 ' City of Port Orchard PUGET SOUND SINCLAIR INLET P CommunityDevelopment SINCL 16 a a � � o 0 0 ti z w w SW LID CLIFTON RD a w z 0 N 3000�0 � �O�O S �o po�I f WOODS o 0 N VICINITYMAP 1" = 4,000' 484 185 mob\ 463 � RO►►L-1 467 4e1 468 50 5M 476 77 478 479 460 495 494 4e9 490 493 496 , f9Y 497 491 / 496 - 590 501 502 499 520 516 `J 517 526 16 527 525 a 524 532 521 531 522 530 523 529 SITE MAP N 1 " = 300, 504 s05 506 507 540 508 539 512 509 08 511 537 510 536 535 542 PW23-059 / PW23-060 V*`� J:o mac;: o �by 4; .j o�� bps • • w 04 U � � ~ N ? U � w 0 w Q o �aop a CD Q Z z wN�>Uj >ZQ� UQCLV) 0 m 0 0 _ M N "' roZ �\ a __.*tV <V �v 1-4 V4 %4 0 � o �QIN W, ZL Q L- W" QQo Q v C� � v W W N O Q U Q � > O Q U O LLJ C� Q Z Q U w O 0 w a_ W > Z Z O W U_ Q w 0_ L_ 0 0 0 Q SHEET Cs. 01 PROJECT NUMBER 22196 n N 00 i Uj SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. ± N \ N `Iv 1 L� v L v, \:.. SCALE: 1" = 100' 0 50 100 200 �cjxl-� IV. Q;300 a': J:o z mac;: o �by 4; .j o�� bps • • w 04 U Lri � ~ N ? U � w U w Q o Lu Lu V) Z ck� Q UQCLV) s z 0 m � o 0 M � o W 'S N �\ h o. _-.*tv <V �Cr)� In � coU CD N Q > Z Q Z O z Q o a_ 0 w w z z o 0 C/� Q IL Q w 0� IL 0 0 o Q SHEET C1.10 PROJECT NUMBER 22196 n N I I SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C1.12 238+29.31, ROAD AH = 3+58.29, ROAD B i 0 0 100' WETLAND BUFFER LPC=235+13.89 y"- / v �o PT=233+25.21� I PC=294+36.63 NO3'30'32"E 188.68 138.18cp �1�1 N 188.68 co rn `� 233fpp L=47.44R=1200.00 d-3'37'1 d=2'15'S5 "234f00 =83�R- 3`r' 1200.00 N 03'30'32"E 188.68 ----------- 00 N08 46232+01.93, ROAD AH 45 147.08 END ROAD I 294+00.00, ROAD AJ = 232+49.38, ROAD AH r� �6. kp14� 297+65.14, ROAD AJ = �2', 309+44.12, ROAD Al 'S,o.Bsr 12, co z SCALE: 1" = 40' 0 20 40 80 "O!o I f Ct14 C1.12 C1.11 • ,•�.,> NO ��� 2 cV •y < 00 04 m r04 V co co t v ~ N ZU v cic W Q p ?a 0 Q Z WV) ? c Q:t 0) UQav�i a � I fill fill CIN Q U q N Q> Q O z Q o �LLj U O Ld o w > O � of Q w 0 0 o Q SHEET C1.11 PROJECT NUMBER 22196 SEC. 8, TWR 23 Xf RGE. 1 E f W.M. SEE SHEET C1.13 SEE SHEET C1.11 504 \ \ / -- -- N162sss es0 �2a \ O \\ ��p• 00 ) y 1 Ll 501 0 � Z �_PC=40+55.11 + + C24- �96A0\ N10'2 7"w 105.00 100' HE7ZAND BUFFER zl \ OS-6A M C U ---38+80.17, ROAD AG = \ 1+00.00, ROAD AA N08'10'44"E 141.21 \ —132.21� I PT=299+56.20 59+74.07, ROAD AF ND ROAD SCALE: 1" = 40' 0 20 40 80 "O!o I W vJ Q�3 00 W 04 U CO co 0 ~ N ZU v cic W Q p ? a 0 Q Z ? W c V) Z Q:t 0) Q UQav�i a � a� 0 z m C) 0 � M V Lu Q N ol O. _� N W W Q� D' Nn Q U O (:I: CD N Q> Q O z Q o �LLj U O 0 Ld W > W 3 I- (n Q (L Q W 0_ (L 0 0 0 Q SHEET C1.12 PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. `cp SEE SHEET C1.12 SCALE: 1" = 40' 0 20 40 80 C1.13 . CS12 N162955° 345.89 o / 0 3 0 f 201, 63 \ 526,3 ;629 55 E ` 1 216, 1 v �2¢�400, N1629 S5. LAJ 6o.00 f 201.63 \ 21.09 1 , / / \ 0 / 509 \ oo, oo� / >.00 100 W 04 m U m co W ~ N ZU v W Q p ? a a L- � � Z j Z Q:t s Q U iCLV) a a� s 0 z m I^ \.J O O � M V LLI Q N ol �\ U �r "'IS 1 O 0 0 W W LLI N Q> Q O z Q o �LLI U O 0 0 w > w O v, Q w Q w 0' w 0 0 o Q SHEET C1.13 PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. o� 542 - - � 19 0 0 - - / / \ . 60 00 o / 541 3 / \� 45+20.89, ROAD AG = 126+27.68, ROAD AB , 540 3 C�3g P 2&±70.04 / M V C\ 32 ° 3,9 233 ' 19.0p \ l N1629 55., l/ \,0 00\ E 345. 89 60 ,3 .6769 N29' .79 � 00°0F0539 \ 9S .01 68 47538 �V hXOo o �26,c�O13092 60 00 J C 1 1 o 6>>8 D� a \ o TW 537 �'� a10'25'05" �� ,0 \ / / / = / L=57.64 N1629' 0 £ 123+68.41 a / �^ - _ 0 L14=oti o C29 Cap '9B 12S,cOO f 20163 2 63 J / = 536 6 p pp \ W � 48.54 N182955h f C55 \ \ / 04' / \ 20163 \� 54 / / \ ti 72.00 \ / 535 ti o \ 20 /C28 N162955£20 � Cl� > sr°, 'sty Hi \ p 8185p g2 `916,,, \ wN rn \ \ 21. �2�/�a�12 31 PCg1+89.43 534 ^^ OO g2ry C\7j89 S \89 / / / \6.00 \ N 121+80.63, ROAD AB C34 507 3 / / \ \ \ +37.96, ROAD AD = / 53300 N �h M / / / \ 32 �22 6�00 \ d' X / h \ N 505 508 ry ti \ \ o0 8 p / moo 509^^� o �, \ / 532 2F \ ^ / \ � �\ / �8 80 l ? h510 1 v / \ 6 00 \ x� 53-1 --- N162955•E60.00 J / i �N2g•\ / Cog �,xoo N 6 6. 196.97 \581� oo o� 290,3) Op \ / / oo / ^� \ \ / �oq pp\ \ / / 9 �� 290�3, 3o62p \ zo 530 `306 529 �� o N29o\ / o� zoo °/ Al 527 \ / � lb 10000 0 v`° / 000\ \ / X�0 PT=118+83.23 ��`�^ 3,y > ° 528 512 0 \ 119+06.63, ROAD AC'6 \ N29o,3 ry PT=56+75.96 SEE CURIE TABLE, B 6 \ 52+00.00, ROAD AD \' / =117+82.56 =oo .0 \�o 524 �F eg SHEET C1.15 (TYP) \ \ J / \ 23.40 / og. � � � o \ / , I \ ,fig � � PC=56+20.98526 / / \ 3 ° ps 6 (� C148 d v \ \ \ / ggS21 I/ �"' N29b o ��� '8S s o, o70 � o �3 y o 0 l9 C149 00. �98 °o'' \ Al 'F 1,\ / ho ti ,��X °6' N3�gG 33 °200 = i �00 /513/ F / ,y �� 04' / C, 0� C151 117+38.54, ROAD AB ' t� ^� \ � 2g°'3�•• \ 525 ��� ^' X�O ,��� / \69 Nag¢ O2�ti ' Gnin Rnen .0\N29b F 2p \ \ / o =�� �`' \ �0.90 13jF 100 7 p2 \ / oo / ^� ^oa / \ ggp C173 '9� 20g0 do 00 PT=54+16.98 2° 0 / o/ 2 \ V �\ \ / 522 ° \ 514 / °00 N29o,3,h `S�xo� / g , so / ^moo.No vi VI v W W Vj 00 � 0/ oo / / �o0 515 h / v \6000 c=53+s2.00 / ?0 523 54'00""\0.97 26 Ak 516 sZ11-1 / 50�g�'G1NN / N29p,3)\ ✓ / oq'� n R,55.00 A=gS 48 / F ��S \ �cO C146 C145 00 / / 0 o00 N2g0 60 pp 517 / �h' C172 / / A-7 521 N10 35 ,3\ oo / ate' V A N29 o 4 4 4--------- _1_F 63.-25 / 518 .0 ^�h' ��2 0 / \ �°,3jF / 0 99 00 / ° p \ 519 00 / \ 36 520 Oy. / oo C 01> Za Lz L �- SCALE: 1" = 40' 0 20 40 80 "00 1 y: 2 W 04 00 U CO 0 ~ N ZU v �0 W Q p ? CL 0Q a Z ? Wu r_ 0) cif >ZQQ:t U iCLV) a a� 0 z m Q o 0 V) } Lu Q N ol a ■ \\ �r "'IS 1 z 0 0 W W In � Q U � � Lu 0 N Q> Q O z QO LLI U O Ld 0 W > �_ 3: of I- (n Q W Q W W 0 0 0 Q SHEET C1.14 PROJECT NUMBER 22196 r7 N i 00 I n N I I =7=— SEC. 8, TWP. 23 N, RGE. 1 E., W.M. FA 0 v P-2 \ AL . , , o I ,00, Ly III Ll I) ^ v . Ll \ " \ It'll l /Ij -. /r i / / / / / / L .. . . . \ \ \ L-L L L _ L . \ \ \ \ �—L r r y L . . . . \ SCALE: 1" = 100' 0 50 100 200 04 Q •3 Q� ono ��,,: Q 00 byj . (7 a0 bls 0��� •• ck1 co U co c� ~ N zU � w Q o w( 0) '>zQ� �QCL 3 0 Q 0 M W V) N �\ U -Name z O 0 ,qw-.OF o' In�� Q Z Q o z Q j v v U Q O w D �_ O Q � o w z Z Q w 3 Q Q w ar� w 0 0 o Q SHEET C1.20 PROJECT NUMBER 22196 SEC. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C1.22 1 SCALE: 1" = 40' 0 20 40 80 Q N. Z . (7 W co U co c� ~ N zULu � w Q o COO, W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V U-1 �\ U -Name Iz O 0 ,qw-.OF �v Z� � \o L 12 �o o� o � v Q�Qc Ld z Q Z Q o Q Q o w �_ o 0 0 � w > z z O w 3 Q w Q w ar� w o 0 o Q SHEET C1.21 PROJECT NUMBER 22196 M N SEC. 8, TWP. 23 Xf RGE. 1 E., W.M. SEE SHEET C1.23 483 Ix / . I _I CB 332� CB- 482 v CB 333 IIN, 503 v v 481 N SD SCALE: 1 = 40 0 20 40 80 `, -. \ Qom\ \ 480IN, •• 47 502 476 / \ \lb/ I \ \ \ \ / z A>� 479 501 o CLEANOUT i, \ I �\ / l �// z \ / \> C122'•'€ F c124 ;. — E c1.21 .< \ \ /6.1 478 o /lV 6" STORM ' / / / / W DRAINAGE SERVICE / Ln \ \ 1 I 1 I 8 Di (rYP) � � �\ �� — � I l � � � I V) 477LD S \ 6" SEWER o I I SER14CE(TYP) os L ss I I I CB 337 I 1 \ \ — ` — / \ 1 /OSA-6A I 9 9 ; _ 476 \ \ CB J66 I 474— \ \`--- % I \ � \ / / r I I I CB Iblb 44 44 CB Ij SS 549 1 12" 551 I CB 6 s 552 vv 553 a I (TYP) 10 554 12" SD WATER METER FIRE HYDR T (TYP) 4TYP) 572 555 Z774 SEE SHEET C1.21 "- LLL J \ ` z i SSMH 415 - --\ D15i ERSION o I TRENCH \ �� I CB J40 12" SD 590 i I SSMH 4 66 \ / \ 589 1 l FIRE HYDRANT (TYP) 588 587 \ \ \ 586 I \\ CB J86 I \ CB 342 � � I �� �' � \ CB 384 �1,5,51VH 417 - \ 12 SD �ISPERS/ON \ 574 ` \ /l H TREMH- \ 575 _ 573 CB 159,c0p� v T I FUTURE ry l 12" SD SEWER 576 CB J87 577 SSMH 4 J i �N4p,- I NO 04 00 I W 00 co co 0 ~ N ZU v �C W Q p ? CL ool W � '- >zQQ:t a �QaV 0 z c) 0 V } a Lu Z 0 0 N �v ZNN 1*4 4*4 O 0 4 Z) �E4 oQ z� V) ls� V� zQz o� o � v Li Li Lu N Q> Q o z QQ) Ld U O 0 0 Ld w > w O 3 v, Q w Q w w 0 0 o Q SHEET C1.22 PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. o � 2, \ / \ 4;v" i SEE SHEET C1.22 62 \ FY i \,509 SCALE: 1" = 40' 0 20 40 80 I C1.23 - �aL24 C1.22 ,, t C1,21 y: 2 W m U m ~ N ZU v 0 W Q p ? a a WV) ? Q:t U 4CLV) a a� s 0 z m I^ \.J O O � M V LLI Q N ol �\ U Li Li In N Q Z Q Q Z Q U > O Q C O U 0' w C� Q Z Q U w 0° 0 w � W > 0 0 o Q SHEET C1.23 PROJECT NUMBER 22196 r7 N 00 I SEC. 8. TWR 23 X . RGE. 1 E. W.M. T SSMH 402 542 SCALE: 1" = 40' 0 20 40 80 534 S MH 406 \\ \ \ 1 FIRE HYDRANT sFn \ 505 \ \ B ,3%2 532 v v v v \ \,509 i 531 CBJ69 \ \ CB il CB J82\ 8- DI O rYP ' " CB 370 \ �,, _ - 530 1 �y v \ v v 511 V\ 4 \\1 527 I CB J14 529 11 512 r� ? /1 SSMH 426 1 CLEANOUT rYP 526 524 SSMH 427 L�/�� \\ ��> � � SSMH 1513 \ ` s SS�I�IH 43ICB J74 \ WATER METER s" STORM S25 DRAINAGE SERVICE ) \ (TYP) (TYP) \ / CB J72 - WATER METER (TYP) 1► I / / / / // \ --\ SSMH429 CB319 \ I \\ 515 /� � � .v523 \ \\� O _ N l J i » SEW _ �2 5 / \ \ \ \ \\ 6SE VA 516 SERVICE (TYP) CIS \ � / � \ /� \ � , I I / / / CB T781 CB ill/ \ \ 4 / \ / / /0SL6A / \ /�—\—/� I5117 I l l I `\ 521 518 Vj 49 DISPERSION TRENCH L\ \ 100 I ao W 04 00 U CO 0 ~ N zUcic v W Q p z CL 0Q a z '- W r_ V) _>ZQQ:t a 0 z m c) 0 V } o N �\ a _� N �v ZVI � O 0 \C\4 %4 �94 � oQ z� �o oQ o � v W W o' U N Q> Q O z Q o �LLI U O 0 0 w > O_ 3 I— (n Q (L Q W 0' (L 0 0 0 Q SHEET C1.24 PROJECT NUMBER 22196 SEC. 8, TWR 23 Xf RGE. 1 E f W.M. Ufa an # / Il (r— < - Ll �.q J C L \ a \ v \: L SCALE: 1" = 100' 0 50 100 200 "O!o I 00 6.y��dr . (.� W 04 00 co co o L6 ZU v W Q p ? a p a WV) ? >ZQQ:t UQaV) a I �v VI � CL Z �� Q Ww 0 WD Z oQo Q� vzQ V �Qz- .14 o� � o v C� � v W W o' In U � �� N Q> Q o z QQ) LLI U O 0 0 w > � of Q a- Q w 0' w 0 0 o Q SHEET C2.00 PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C2.02 SIL T FENCE PER DOE BMP C2. 33 ALONG DOWNHILL AREAS (TYP) SEE DETAIL, SHEET C2.32 r� i TESC POND 2, 829 SF MIN. RISER, 3.5' DEPTH, IV INTERIOR SIDESLOPES SEE DETAIL, SHEET C2.33 MIN. RISER D1A=10" MIN. DEWATERING ORIFICE DIA=2-1/4" r \ , STABILIZED CONSTRUCTION ENTRANCE (TYP) / SEE DETAIL, SHEET C2.32 TEMPORARY CUL VERT r r � APPROXIMATE WORK LIMITS (TYP) �o \ ox `/ \ O v v /X / \ y � \ / \ APPROXIMA TE WORK \ \ \ LIMITS (TYP) \ 5/L T FENCE PER DOE BMP C2. 33 \ ALONG DOWNHILL AREAS (TYP) , \ SEE DETAIL, SHEET C2.32 \� - \\ �48,�,•• , \ 234 DO 00 \ / —482-- I I I L / \ I ��\ /// / \ O I \\ I 480, CD DOUBLE LA YER SIL T FENCE BETWEEN _ �? xoo \ \ \ \ PROJECT DISTURBED AREAS AND � \ \ — — DOWNHILL WETLANDS (TYP). \ \ \ \ MONITOR AND MAINTAIN AS REQUIRED. --478\40 ' SCALE: 1" = 40' 0 20 40 80 "O!o I C2.03 E 7. cz0z C201 � -- • , •�.,> NO ��� 2 N 00 .� 00 W 04 U co co 0 ~ N Z V v W Q p ?cic a 0Q a Z_ ? W r_ 0) V) Z Q:t Q UQav�i a � a� 0 m rz^ V O � M V) 2 Lu Q �\ a _-.OF — Li Li In Q U Lu N Q> Q O z Q o �Lu U O � �� o w > � ° Q a- Q w w 0 0 o Q SHEET C2. OZ PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C2.03 483 Ix 504 k _ 482 �� I / -- \ vv �, v V) 474 \ \ V A� / V �. w v • 503 tK X \ \ \ \ \ \ \ \ APPROXIMATE WORK \ / SCALE: 1 = 40 \ \ LIMITS (TYP) \ / 0 20 40 80 APPROXIMATE WORK LIMITS TYP) � \ \ \ \ \ l ' •• ( o \ \ \ \48l / 476 �02 PLACE ROCK CHECK DAMS \ \ \ ` 476 \ \ \ ���� / / / \ \ �p� , • , • • • �� EVERY 100 FEET (TYP) SEE \ \ \ \ \ i I \ �. �, ' •: L'y� FIGURE 11-4.2.7, SHEET C2.32 CD a�- LLJ 00 co }- 1 • 478Lw CK Wc� CLol APPROXIMATE WORK `" � LIMITS (TYP) I 11 o i \ \\ z / \ �� j Z Q� a \ 477 \ n\ `_ Q s I CA TCH BASIN SEDIMENT V) PROTECTION (TYP) SEE �� , / Lu - I I 476)" \ ✓ II \ DETAIL, SHEET C2.33 I STABILIZED CONSTRUCTION I I ENTRANCE (TYP) I \ 1 •- I SEE DETAIL, SHEET C2.32 b DOUBLE LA YER SIL T FENCE BETWEEN Z I I PRO✓ECT DISTURBED AREAS AND \ I o _ I -i 1 __ �• RO,t� "�i I � DOWNHILL WETLANDS (TYP). MONITOR AND MAINTAIN AS REQUIRED. J '- \ TEMPORARY CUL VERT ^ I '' , , • _ a 16� \ (TO li I 1 I — — --� \ •. TESC POND 6,136 SF MIN. RISER, 3.5' DEPTH \ �48 3H.• I INTERIOR SIDESLOPES \ � � _ O\ SEE DETAIL, SHEET C2.33 / l / / / \ — o \ \ \ \ r,� I\ o MIN. RISER DIA-15N / l / J / / \ \ \\ v\, \ N MIN. DEWA TERING ORIFICE DIA=3-114 / / / / Qv`' 590 \ \ Z \ �' \\ TEMPORARY INTERCEPTOR DIKE AND I Ox / / \ OQ , • \ \ \ ) J •• \SWALE PER DOE BMP C200 (TYP) l l T 54 \ r ^ = Q SEE DETAIL, SHEET C2.31 / \ TEMPORARY CUL VERT \ \ r ` O Q p (TYP) \ I V O Q vz APPROXIMATE WORK \ \ I 589 \ LIMITS (TYP) \ W S 9z �50 \ gas .. \V / \ \ \ 588 I� ��8o587 \ / Qz 586 1 \ V V 551 SEE SHEET C2. 01 W W In CIN Q U > N Q Q O Q O U 0 � w Q Z Q U w 3 0 w w > w Q w Ir Q_ 0 0 0 Q SHEET C2, 02 PROJECT NUMBER 22196 NO N I 00 I SEC. 8. TWR 23 X . RGE. 1 E. W.M. //// x\ TESC POND - 9, 069 SF MIN. RISER, 3.5' DEPTH \ APP TEMPORARY INTERCEPTOR DIKE AND SWALE PER DOE BMP C200 (TYP) SEE DETAIL, SHEET C2.31 484 APPROXIMATE WORK \ _ LIMITS (TYP) _ i o PLACE ROCK CHECK DAMS \ EVERY 100 FEET (TYP). SEE V v FIGURE //-4.2. 7, SHEET C2. 32 SEE SHEET C2.02 Q 0 m SIL T FENCE PER DOE BMP C2.33 ALONG DOWNHILL AREAS (TYP) — \ SEE DETAIL, SHEET C2.32 PLACE ROCK CHECK DAMS EVERY 100 FEET (TYP). SEE FIGURE //-4.2. 7, SHEET C2. 32 TEMPORARY INTERCEPTOR DIKE AND SWALE PER DOE BMP C200 (TYP) _ SEE DETAIL, SHEET C2.31 SCALE: 1" = 40' 0 20 40 80 N '2¢-00 I% W W I � I I I \ \,509 y: 2 J.0 s r s ZL214 ' C2.02 C201 - `L' m h U CO °p w 0 ~ N Z V v C W Q p z CL 0-< a Z_ r_ W u ? �' UQCLV) I Li Li o' In CIA Q U N Q> Q O z Q o �Ld U O 0 * � 0 w > O � of F) Q w Q w 0' w 0 0 o Q SHEET C2.03 PROJECT NUMBER 22196 r7 N 00 I 00 SEC. 8. TWR 23 X . RGE. 1 E. W.M. 541 / \ \ \ \ TEMPORARY CUL IiERT PLACE ROCK CHECK DAMS (TYP) 5�0 _ _ — \ EMERY 100 FEET (TYP). SEE \ \ \ \ I _ . FIGURE 11-4.2.7, SHEET 02.J2 \ \ \ \ 539 TEMPORARY INTERCEPTOR DIKE AND A \ \ V l 538 \ \ SWALE PER DOE BMP C200 (TYP) \ \ L14� xp � Op 537 SEE DETAIL, SHEET C2.3> A \ \ i •• ' \ \ v/� v / RO '2s,�oo // \ 536 v v v \ v v S35 \ \ SIL T FENCE PER DOE BMP C2. JJ \ \ ALONG DOWNHILL AREAS (TYP) A \ SEE DETAIL, SHEET C2 J2 \ \ 534 \ \ \ CATCH BASIN SEDIMENT \ \ \ \ PROTECTION (TYP) SEE \ \ DETAIL, SHEET C2. JJ 1 \ 50�� I \ 533\ \ \ \ �¢6 \ \ I I / \ \ °� TESC POND �� _ _ — 11, 004 SF MIN. RISER, — � �� 5�� 1 1 •.. xo �• \ 3.5'DEPTH \\ �05 / _ — — \ JH.• IV INTERIOR SIDESLOPES \ / \ I , ' _ 5, \ \ SEE DETAIL, SHEET C2 JJ \ \ \ \509 I _ / .. \ � MIN. RISER D1A=21"\ 462 MIN. DEWATERING ORIFICE DIA=4-114 \ / \ \ 4 2 531 — \ \ APPROXIMATE WORK \ \ LIMITS(TYP) 528 `4 Ll I \ \ I \ \ 526 \----- / b Al � , TEMPORARY CUL vE�RPT l � TEMPORARY CUL VfRT L\ z \ ��� I 1 \\ \\ -- — — —-- /xo (Typ) l /�/ z \ i� \> � 513 \ \\ \ of ` • . � \ l / / \ \ I \ \ / /// _ — �� _ 525 s•54 gj 1 I \ / �6, \ _474— I5117 W /0S6A ��\ \ I /521 /I �ll��/ I I �\ _- \5� 1 1 1 58 I I \\ \ / PLACE ROCK CHECK DAMS — , I I �� \ \FIGURE l� 4.2E7,T HT C2.32 DOUBLE LA YER SIL T FENCE BETWEEN l PROJECT DISTURBED AREAS AND V \cp\ ' — 1 A DOWNHILL WETLANDS (TYP) ' \ 520` \ \ \ I \ MONITOR AND MAINTAIN AS REQUIRED. Ix SCALE: 1" = 40' 0 20 40 80 02.03 I C2.01 C2.02 C201 • • •�.,> ��� 2 N loo w 04 00 U w 0 ~ N Z V v Wcic Q p z CL 0-< a Z_ WV) ? v UQCLV) 0 Z Q) o 0 � M V Lu Q N ol �\ U W W o' In CIA Q U o N Q> Q O z Q o �Ld U O 0 0 w > O_ 3: of (� Q Q_ Q w w 0 0 0 Q SHEET C2.04 PROJECT NUMBER 22196 1 0 3. EROSION AND SEDIMENT NOTES PER CITY OF PORT ORCHARD (ALSO REFER TO CHAPTER 9 SURFACE WATER DRAINAGE) 27. 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, RESTR/CTORS, CHANNELS, RETENTION FACILITIES, UT/L/TIES, ETC.) 28. THE /UPLEMENTA TION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACIL/T/ES /S THE RESPONSIBILITY OF THE APPL/CANT/CESCL UNTIL ALL CONSTRUCTION IS APPROVED. 29. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARL Y 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 SE MAINTAINED BY THE APPL/CANT/CESCL FOR THE DURATION OF CONSTRUCTION. 30. STABILIZED CONSTRUCT/ON ENTRANCES, IN ACCORDANCE WITH STANDARD DETAILS SHALL BE INSTALLED A T THE BEGINNING OF CONSTRUCTION AND UA/NTA/NED FOR THE DURA TION OF THE PROJECT. ADD/T/ONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MA Y BE REQUIRED TO ENSURE THA T ALL PA VED AREAS ARE KEPT CLEAN AND TRACK -OUT TO STREET RIGHT -OF- WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 31. THE TESC FACIL/TIES 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 /S REDUCED TO REQUIRED LEVELS. 32. THE TESC FACIL/TIES SHOWN ON THESE PLANS ARE THE U/N/MUM REQU/REUENTS FOR ANTIC/PAVED SITE COND/T/ONS. DURING THE CONSTRUCTION PER/OD, THESE TESC FACIL/TIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORU EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING S/TE CONDITIONS (E. G., ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SIL T FENCES, ADDITIONAL PERIMETER PROTECTION, ETC.), AS DIRECTED BY THE CITY ENGINEER. 33. THE TESC FACIL/T/ES SHALL BE INSPECTED DA IL Y BY THE APPL/CANT/CESCL AND MAINTAINED TO ENSURE CONTINUED PROPER FUNC770NING. WRITTEN RECORDS SHALL BE KEPT OF WEEKL Y REVIEWS OF THE TESC FACILITIES AND OF SAMPLES TAKEN DURING THE WET SEASON (OCTOBER 1 TO APR/L 30) AND OF MONTHL Y REVIEWS DURING THE DRY SEASON (UA Y 1 TO SEPTEMBER JO) 34. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DA YS DURING THE WET SEASON OR SEVEN DA YS DURING THE DRY SEASON SHALL BE /MMED/ATEL Y STAB/L/ZED W/TH THE APPROVED TESC UETHODS (E. C.., SEEDING, MULCHING, PLASTIC COVERING, ETC.) 35. ANY AREA NEEDING TESC MEASURES NOT REQU/RING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 36. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A UINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR (24) HOURS FOLLOWING A STORU EVENT. 37. AT NO T/ME SHALL MORE THAN ONE (1) FOOT OF SED/MENT BE ALLOWED TO ACCUMULA TE WITHIN A CA TCH BASIN. ALL CA TCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PR/OR TO FINAL INSPECT/ON. THE CLEAN/NG OPERA TION SHALL NOT FL USH SED/MENT-LADEN WA TER INTO A DOWNSTREAM SYSTEM. 38. 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. lF THE FACILITY /S TO FUNCTION UL T/MATEL Y AS AN /NF/L TRA TION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THA T THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 39. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL SE REVIEWED TO IDENTIFY WHICH AREAS CAN SE SEEDED /N PREPARA TION 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 SE 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 WA TERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. TEMPORARY& PERMANENT HYDROSEEING ALL AREAS CLEARED OR OTHERWISE DISTURBED SHALL BE APPROPR/ATEL Y STAB/L/ZED IN ACCORDANCE WITH THE NOTES & DETAILS SPECIFIED HEREWITH, AND THE TIMES SPECIFIED BY SECTION 8-01.3 OF THE CURRENT EDITION OF THE W500.. T. STANDARD SPECIFICA TONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. PERMANENT HYDROSEEING - IN AREAS NOT INCLUDED WITHIN THE PROJECT BOUNDARY OR NOT INCLUDED IN PROPOSED LANDSCAPE PLAN SHALL ADHERE TO FOLLOWING SPECS. UINIMUM 80 LBS./ACRE MIXTURE OF 159 KENTUCKY BLUEGRASS 409 TALL FESCUE 309 PERENNIAL RYE 159 CHEWING FESCUE FERTILIZER - 400 LBS./ACRE OF 10-20-20 MULCH - 2000 LBS./ACRE TEMPORARY HYDROSEED/NG - IN ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL RECEIVE PERMANENT LANDSCAPING SHALL BE SEEDED WITH TEMPORARY EROSION CONTROL SEED MIXTURE AS REQUIRED TO PRODUCE A SUITABLE TEMPORARY GROUND COVER. APPL Y AT A RATE OF 120 LBS./ACRE. 109 REDTOP (AGROST/S ABLE) 409 ANNUAL RYE (LOL/UM MULIFLORUM) 405 CHEWING FESCUE (FESWA REBRA CODUUTA TA) (✓AUESTOWN, BANNER, SHADOW OR KOKET) 109 WHITE DUTCH CLOVER (TR/FLOL/UU) SEC. 8, TWP. 23 N., RGE. 1 E., W.M. MINIMUM EROSION AND SEDIMENTA TION BMP C107: CONSTRUCT/ON ROAD/ CONTROL REQUIREMENTS PARKING AREA STABILIZA TION 1. STABIZIZAT/ON AND SEDIMENT TRAPPING. ALL EXPOSED AND UNWORKED SOILS, INCLUDING SO/Ls, INCLUDING SO/L STOCKPILES, SHALL BE STAB/L/ZED BY SU/TABLE APPL/CATION OF SUPS WHICH PROTECT SOIL FROU THE EROSIVE FORCES OR RAINDROP /UPACT AND FLOWING WATER. APPL/CABLE PRACTICES INCLUDE BUT ARE NOT L/U/TED TO VEGETATIVE ESTABL/SHUENT, MULCHING, PLASTIC COVER/NG, AND THE EARL Y APPL/CA T/ON OF GRA VE BASE ON AREAS TO BE PAVED. FROR OCTOBER TO APR/L 30, NO SOILS SHALL REMAIN UNSTABL/ZED FOR MORE THAN 2 DA YS. FROU MA Y 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTAB/L/ZED FOR MORE THAN 7 DA YS. 2. AT ALL 7UES OF THE YEAR, THE CONTRACTOR SHALL HAVE SUFF/C/ENT MATERIALS, EQU/PUENT AND LABOR ON -SITE TO STABILIZE AND PREVENT, EROSION FROM ALL DENUDED AREAS W/TH/N 12 HOURS AS SITE AND WETHER CONDITIONS DICTA TE. 3. FROU OCTOBER 1ST TO APR/L 30TY, THE PROJECT ENGINEER SHALL V/S/T THE DEVELOPUENT SITE A M/N/MUM OF ONCE PER WEEK FOR THE PURPOSE OF INSPEC7NG THE EROSION AND SED/UENTA TON CONTROL FACILITIES, RE14EW/NG THE PROGRESS OF CONSTRUCTION, AND VER/FY/NG THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES BEING UNDERTAKEN, THE PROJECT ENGINEER SHALL /MMED/ATEL Y INFORM THE C/TY OF ANY PROBLEM OBSERVED DURING SAID SIDE V/S/TS, AS WELL AS OF ANY RECOMMENDED CHANGES /N THE EROSION CONTROL MEASURES TO THE UNDERTAKEN. WHEN REQUESTED BY THE CITY, THE PROJECT ENGINEER SHALL PROVIDE THE CITY W/TH WRITTEN RECORDS OF SAID WEEKL Y SITE V/S/TS, INCLUDING DATES OF VISITS AND NOTED S/TE OBSERVA TONS 4. IN THE EVENT THAT THE GROUND ON A PROJECT SITE /S LEFT BARE AFTER SEPTEMBER 30TH, THE C/TY MAY ISSUE A STOP WORK ORDER FOR THE ENTIRE PROJECT UNTIL SATISFACTORY CONTROLS ARE PROVIDED. IN ADDI PON, THE OWNER WILL BE SUBJECT TO THE PENAL T/ES PROVIDED /N SECTION 10 AND SECTION 11 OF THE CITY OF PORT ORCHARD STORUEATER ORDINANCE. 5. IN THE EVENT THAT THE GROUND ON A PROJECT SITE /S LEFT BARE AFTER SEPTEMBER 30TH, AND THE C/TY /S UNSUCCESSFUL IN CONTACTING THE OWNER OF HIS/HER DESIGNATED EMERGENCY CONTACT PERSON, THE C/TY MAY ENTER THE PROJECT S/TE AND INSTALL TEMPORARY GROUND COVER MEASURES AND BILL THE OWNER FOR ALL EXPENSES INCURRED BY THE CITY. THESE COSTS W/LL BE IN ADDITION TO ANY MONETARY PENAL TIES LEVIED AGAINST THE OWNER. 6. DELINEATION OF CLEARING AND EASEMENT LIMITS. CLEARING L/M/TS, SETBACKS, BUFFERS AND SENSITIVE OR CRITICAL AREAS SUCH AS STEEP SLOPES, WETLANDS AND RIPARIAN CORRIDORS SHALL BE CLEARL Y MARKED /N THE FIELD AND INSPECTED BY CITY PRIOR TO COMMENCEMENT OF LAND CLEARING AC77WTIES. 7. PROTECT/ON OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOS/TON BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SED/UENT BARRIER OR FIL TER, DIKES OR MULCHING, OR BY COMB/NATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 8. 7UING AND STAB/L/ZA TION OF SED/UENT TRAPPING MEASURES. SEDIMENT PONDS AND TRAPS, PER/METER DIKES, SEDIMENT BARRIERS AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THIS BUPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIW77ES TAKE PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE STABILIZED ACCORDING TO 7UING INDICATED IN ITEM (1) ABOVE. 9. SLOPE STABIL/ZAT/ON. CUT AND FL SLOPES SHALL BE CONSTRUCTED /N A MANNER THAT WILL MINIM/ZED EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES, INTERCEPTORS SHOULD BE CONSTRUCTED A THE TOP OF LONG, STEEP SLOPES WHICH HA VE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION SLOPES SHOULD BE STABILIZED /N ACCORDANCE W/TH ITEM (1) ABOVE. 10. CONTROLLING OFF -SITE EROS/ON. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPUENT SITES SHALL BE PROTECTED FROU EROSION DUE TO INCREASES /N THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORUWATER RUNOFF FROM THE DEVELOPMENT S/TE BY THE /UPLEUENTATION OF APPROPRIATE BUPS TO UINIU/ZE ADVERSE DOWNSTREAU IMPACTS. 11. STAB/LIZA TON OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED FLOW VELOCITY FROU A 2- YR FREQUENCY, 24-HOUR DURA TION STORM FOR THE POS-DEVEL OPMENTAL CONDITION. STABIL/ZA TON ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLET OF ALL CONVEYANCE SYSTEMS. 12. STORM INLET PROTECTION. ALL STORU INLETS MAKE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STROUWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. AFTER PROPER WRITTEN APPLICATION, THE REQU/REUENT FOR INLET PROTECTION MAY BE WAIVED BY THE CITY ON A SITE -SPECIFIC BASINS WHEN THE CONVEYANCE SYSTEM DOWNSTEREAU OF THE INLET DISCHARGES TO AN APPROPRIATE SEDIMENT CONTAINMENT BUP AND CONVEYANCE SYSTEM CAN BE ADEQUATELY CLEANED FOLLOWING SITE STABIL/ZA7ON. 13. UNDERGROUND U7ZITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL BE L/UITED, WHERE FEASIBLE, TO NO MORE THAN 500 FEET OF OPEN TRENCH A T ANY ONE RUE. WHERE CONSISTENT W/TH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MA TER/AL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. DEW.4 TERING DEVICES SHALL BE DISCHARGE TO AN APPROPR/A TE SEDIMENT TRAP OR POND, PRECEDED BY ADEQUATE ENERGY D/SS/PA PON, PR/OR TO RUNOFF LEA V/NG THE SITE. 14. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PA VE ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED BY USE OF APPROPRIATE SUPS SUCH AS STABILIZED CONSTRUCTION ENTRANCE, IF SEDIMENT /S TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL SE CLEANED THOROUGHL Y, AS A U/N/MUM, A T THE THE END OF EACH DA Y. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING SHALL SE ALLOWED ONL Y AFTER SED/MENT /S REMOVED IN THE MANNER. 15. REMOVAL OF TEMPORARY BMPS ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED W/TH/N 30 DAYS AFTER FINAL SITE STABILIZED IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED SOIL AREAS RESUL TING FROU THE REMOVAL OF TEMPORARY BMP'S SHALL BE PERUANENTL Y STABILIZED. THE REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MA Y NOT BE RE U/RED FOR THOSE PROJECTS SUCH AS SINGLE FAU/L Y Q , PLATS, THAT W/LL BE FOLLOWED BY ADD/TONAL CONSTRUCTION UNDER A DIFFERENT PERM/T. IN THESE CIRCUMSTANCES W/LL BE EVALUATED ON A SITE -SPECIFIC BASIS. 16. DEWA TER/NG CONSTRUCT/ON S/TES. DEWA TER/NG DEVICES SHALL DISCHARGE INTO AN APPROPR/A TE SEDIMENT TRAP OR POND, DESIGNED TO ACCEPT SUCH AS DISCHARGE, PRECEDED BY ADEQUATE ENERGY DISSIPATION, PR/OR TO RUNOFF LEAVING THE SITE. 17. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION S/TES. ALL POLLUTANTS OTHER THAN SEDIMENTS THAT OCCUR ON -SITE DURING CONSRUC7ON SHALL BE HANDLED AND LEGALL Y DISPOSE OF /N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORU OR SURFACE WATERS. POLLUTANTS OF CONCERN INCLUDE, BUT ARE NOT L/U/TED TO,, FUELS, LUSR/CANTS, SOL VENTS, CONCRETE BYPRODUCTS AND CONSTRUCTION MATERIALS. 18 MAINTENANCE. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BUPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED /N ACCORDANCE WITH THE MANUAL. THE APPLICANT SHALL BE RESPONSIBLE FOR ASSURING THAT ANY SUCH FACILITIES DAMAGED DURING FLOODS, STORMS OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMED/ATEL Y RETURNED TO NORMAL OPERATING CONDITION 19. FINANCIAL LMB/L/TY. A PERFORMANCE CONVENT OR PERFORMANCE SURETY, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE W/TH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, AS OUTLINED /N THE CITY OF PORT ORCHARD STORUWA TER ORDINANCE. PURPOSE STAB/L/Z/NG SUBDIWS/ON ROADS, PARKING AREAS, AND OTHER ON -SITE VEHICLE TRANSPORTATION ROUTES /MUEDIA TEL Y AFTER GRADING REDUCES EROSION CAUSED BY CONSTRUCT/ON TRAFFIC OR RUNOFF. COND/TONS OF USE ROADS OR PARK/NG AREAS SHALL BE STABIL/ZED WHEREVER THEY ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY, FOR USE BY CONSTRUCTION TRAFFIC. HIGH l9S/B/L/TY FENCING (SEE BMP C103• HIGH 14SIBILITY FENCE) SHALL BE INSTALLED, IF NECESSARY, TO ZIUIT THE ACCESS OF VEHICLES TO ONL Y THOSE ROADS AND PARKING AREAS THAT ARE STABIZ /ZED. DESIGN AND INSTALLATION SPECIFICATIONS ON AREAS THAT W/LL RECEIVE ASPHALT AS PART OF THE PROJECT, INSTALL THE FIRST LIFT AS SOON AS POSSIBLE. A 6-INCH DEPTH OF 2- TO 4-INCH CRUSHED ROCK, GRA VEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL BE APPLIED /MMED/ATEL Y AFTER GRADING OR UTILITY INSTALLATION. A 4-INCH COURSE OF ASPHAL T TREATED BASE (A TB) MAY ALSO BE USED, OR THE ROAD/PARK/NG AREA MA Y BE PA VED. I MA Y ALSO BE POSS/BLE TO USE CEMENT OR CALC/UM CHLORIDE FOR SOIL STAB/L/ZAPON. IF CEMENT OR CEMENT KILN DUST /S USED FOR ROADBASE STABILIZATION, PH MONITORING AND BMPS (BUP C252.• HIGH PH NEUTRALIZATION USING CO2 AND BMP C253 PH CONTROL FOR HIGH PH WATER) ARE NECESSARY TO EVALUATE AND U/N/M/ZE THE EFFECTS ON STORUWATER. IF THE AREA WILL NOT BE USED FOR PERMANENT ROADS, PARKING AREAS, OR STRUCTURES, A 6-INCH DEPTH OF HOG FUEL MA Y ALSO BE USED, BUT TH/S /S L/KEL Y TO REWIRE MORE MAINTENANCE. WHENEVER POSSIBLE, CONSTRUCT/ON ROADS AND PARKING AREAS SHALL BE PLACED ON A F/RM, COUPACTED SUBGRADE. TEMPORARY ROAD GRADIENTS SHALL NOT EXCEED 15 PERCENT. ROADWAYS SHALL BE CAREFULL Y GRADED TO DRAIN. DRAINAGE DITCHES SHALL BE PROVIDED ON EACH SIDE OF THE ROADWA Y /N THE CASE OF A CROWNED SECTION, OR ON ONE SIDE /N THE CASE OF A SUPER -ELEVATED SECTION. DRAINAGE DITCHES SHALL BE DIRECTED TO A SEDIMENT CONTROL BMP. RA THER THAN RELYING ON DITCHES, IT MA Y ALSO BE POSSIBLE TO GRADE THE ROAD SO THAT RUNOFF SHEET -FLOWS INTO A HEAV/L Y VEGETATED AREA W/TH A WELL -DEVELOPED TOPSOIL. LANDSCAPED AREAS ARE NOT ADEQUA TE. IF THIS AREA HAS A T LEAST 50 FEET OF VEGETATION THAT WATER CAN FLOW THROUGH, THEN /T /S GENERALL Y PREFERABLE TO USE THE VEGETATION TO TREAT RUNOFF, RATHER THAN A SEDIMENT POND OR TRAP. THE 50 FEET SHALL NOT INCLUDE WETLANDS OR THEIR BUFFERS. IF RUNOFF /S ALLOWED TO SHEETFLOW THROUGH ADJACENT VEGETATED AREAS, lT /S VITAL TO DESIGN THE ROADWAYS AND PARK/NG AREAS SO THA T NO CONCENTRA TED RUNOFF /S CREA TED. 5TORU DRAIN INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT -LADEN WATER ENTERING THE STORU DRAIN SYSTEM (SEE BUP C220.• STORM DRAIN INLET PROTECTION) UA/NTENANCE STANDARDS INSPECT STABILIZED AREAS REGULARL Y, ESPEC/ALL Y AFTER LARGE STORM EVENTS. CRUSHED ROCK, GRA VEL BASE, ETC., SHALL BE ADDED AS REQUIRED TO MAINTAIN A STABLE DR/V/NG SURFACE AND TO STABIZ /ZE ANY AREAS THA T HA VE ERODED. FOLLOW/NG CONSTRUCTION, THESE AREAS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION OR BETTER TO PREVENT FUTURE EROS/ON. Iril:��l�7��a��t�1'��irle�Lrir:I��irlrZrly�Cdlrl iTil:�lrlaiil���yi9x��X�:I:T T.E.S. C. MAINTENANCE REQUIREMENTS 1. EROSION AND SED/MENTAT/ON CONTROL FAC/L/T/ES SHALL BE INSPECTED AFTER EACH EACH STORM EVENT AND DA IL Y DURING PROLONGED RAINFALL. 2. NECESSARY REPAIR OR REPLACEMENT OF FACILITIES SHALL BE ACCOUPL/SHED PROMPTL Y. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT OR WHEN THE LEVEL OF DEPOSITION REACHES APPROX/MATEL Y ONE-HALF OF THE MAX/MUM POTENTIAL DEPTH! 4. SEDIMENT DEPOSITS REMAINING /N PLACE AFTER THE ESC FAC/L/T/ES AREA NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EX/STING GRA TE, PREPARED AND SEEDED. 5. TEMPORARY EROSION AND SEDIMENTATION CONTROL FAC/L/TIES SHALL BE UA/NTA/NED BY EUERGENC Y PHONE NUMBER THE OWNER'S REPRESENTATIVE SHALL BE.• ------------------------------------------------ EUERGENCY PHONE NUMBER 6. THE LOCATIONS OF EX/STING UT/LIT/ES ON TH/S PLANS ARE APPROX/MATE ONLY. THE CONTRACTOR SHALL CONTACT THE "UNDERGROUND LOCATE" CENTER AT PH- 1-800-424-5555, AND NON -SUBSCRIBING /NDIWDUAL UTILITY COMPANIES 48 HOURS /N ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECT/ON OF EXISTING UTILITIES FORD DAMAGE CAUSED BY THE CONTRACTORS OPERATIONS. 7. ROCKER/ES OF OTHER RETAINING FACILITIES EXCEEDING 4 FT. IN HEIGHT REQUIRE A SEPARATE PERMIT FROU C/TY OF PORT ORCHARD BUILDING PERMIT. 8. A 'FORESTRY PRACTICES" PERM/T MA Y BE REQUIRED PR/OR TO CLEARING OF THE S/TE CONTRACT CITY OF PORT ORCHARD DEPARTMENT OF CODUUN/TY DEVELOPMENT FOR FURTHER /NFORUAT/ON. INSPECTION SCHEDULE 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF PORT ORCHARD TO ARRANGE FOR INSPECTION OF VARIOUS PHASES OF WORK CHECKED BELOW. ALL INSPECTIONS SHALL BE COMPLETED PRIOR TO PROCEEDING W/TH THE NEXT PHASE OF WORK. _____ L OCA TION OF THE ROAD APPROACH _____ CLEARING LIMITS _____ IUPLEMENTA TION OF THE VARIOUS PHASE OF THE EROSION AND SED/MENTA TION AND CONTROL PLAN ___ PLACEMENT OF DRAINAGE STRUCTURES PRIOR TO BACK FILLING, INCLUDING POND EMBANKMENTS _____ PRIOR TO PLACEMENT OF THE DETENTION OUTLET CONTROL STRUCTURE _____ INSPECTION OF PREPARED SUB -GRADE _____ INSPECTION OF GRA VEL BASE PLACEMENT _____ INSPECTION OF FINE -GRADING PR/OR TO PA V/NG ___ INSPECTION OF PA WNG OPERATIONS _____ FINAL INSPECTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK PERFORMED AND SHALL ENDURE THA T CONSTRUCTION IS ACCEPTABLE TO THE C/TY OF PORT ORCHARD. 3 /F INSPECTION /S NOT CALLED FOR PRIOR TO COMPLETION OF ANY ITEM OF WORK SO DESIGNATED, SPEC/AL DESTRUCTIVE AND/OR NON-DESTRUCTIVE TESTING PROCEDURES MAY BE REQUIRED TO ENSURE THE ACCEPTABILITY OF THE WORK. IF SUCH PROCEDURES ARE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOC/A TED WITH THE TESTING AND/OR RESTORATION OF THE WORK. BMP C200: Interceptor Dike and Swale Purpose Provide a ridge of compacted soil, or a ridge with an upslope swale, at the top or base of a disturbed slope or along the perimeter of a disturbed construction area to convey storm - water_ U se the dike andlor swaEe to intercept the runoff from unprotected areas and direct itto areas where erosion can be controlled. This can prevent storm runoff from entering the work area or sediment4aden runoff from leaving the construction site. Conditions of Use Where the runoff from an exposed site or disturbed slope must be conveyed loan erosion control facility which can safely convey the stormwater. • Locate upslope of a construction site to prevent runoff from entering disturbed area. • When placed horizontally across a disturbed slope, it reduces the amount and velo- city of runoff flowing down the slope. • Locate downslope to collect runoff from a disturbed area and direct waterto a sed- iment basin. Design and Installation Specirications • Dike andlor swale and channel must be stabilized with temporary or pemianent vegetation or other channel protection during construction_ • Channel requires a positive grade for drainage; steeper grades require channel protection and check dams. • Review construction for areas where overtopping may occur. • Can be used at top of new fill before vegetation is established. 2014 StarmwaferA4anagemenf A4antr&l for Western Washington Volume If - Chapter 4 - Page 331 May be used as a permanent diversion channel to carry the runoff. . Sub -basin tributary area should be one acre or less- . Design capacity for the peak volwnetric flow rate calculated using a 10-minute time step from a 1 D-year, 24-hour storm, assuming a Type 1A rainfall distribution, for temporary facilities_ Alternatively, use 1.6 times Me 10-year, 1-hour flow indicated by an approved continuous runoff model. For facilities that will also serve on a per- manent basis, consult the local government's drainage requirements_ Interceptor dikes shall meet the following criteria: . Top Width_ 2 feet minimum. . height 1.5 feet minimum an berm. Side Slope: 2H:1V or flatter. . Grade: Depends on topography, however, dike system minimum is 0.5%, and max- imum is 1 %. . Compaction: Minimum of 90 percentASTM D098 standard proctor- . Horizontal Spacing of Interceptor Dikes: Average Slope Slope Pe rce nt F lowpath Length 20 H: 'I V or Iess 3-5° v 300 feet (10 to A)HAV 5-'10% 200 feet (4 to 'I O)H:1 V 10-25% 100 feet (2 to 4)H:1 V 25-50% 50 feet . Stabilization: depends on velocity and reach . Slopes f5%l Seed and mulch applied within 5 days of dike construction (see BMP C121- Mulching (p.284)). . Slopes 5 - 40%: Dependent on runoff velocities and dike materials_ Stabilization should be done immediately using either sad or riprap or other measures to avoid erosion. . The upslope side of the dike shall provide positive drainage to the dike outlet No erasion shall occur at the outlet. Provide energy dissipation measures as neces- sary. Sediment -laden runoff must be released through a sediment trapping facility. Minimize construction traffic over temporary dikes. Use temporary cross culverts for channel crossing_ Interceptor swales shall meet the following criteria: . Bottom Wiclti- 2 feet minimum; the cross-section bottom shall be level. . Depth: 1-foot minimum. 2014 Stormwater Management Manual for Western Washington Volume 11- Chapter -Page 332 . Side Slope: 2H-1V orilatter. • Grade- Maximum 5 percent, with positive drainage to a suitable outlet such as a sediment pond). • Stabilization- Seed as per BMP C 120- Temporaryand Permanent Seeding (p.2781, or BMP C202: Channel Lining (p_338), 12 inches thick riprap pressed into the bank and extending at least 8 inches vertical from the bottom. Inspect diversion dikes and interceptor swales once a week and after every rainfall. Immediately remove sedimentfrom the flow area. Damage caused by construction traffic or other activity must be repaired before the end of each working day. Check outlets and make timely repairs as needed to avoid gully formation. When the area below the temporary diversion dike is pemianentiy stabilized, remove the dike and fill and stabilize the channel to blend with the natural surface. .off•%, ��\� J:o mac;: o �byj o��� bps • • w 04 U ~ N ? U � U w Q o � CL. a w U UQac�n z 0 m 0 0 0 M W S N �\ h o. �_Nfto I Wz 0 0 _,jr <V W W Q U N Q > Z Q Z O z Q Q Q Z O r O Q U Q Q O LLJ U O a_ 0 W w z z o w Q w 0� E_ Q SHEET C2.31 PROJECT NUMBER 22196 n N I 00 I 0 v 1 Q° q ° 4. e ° 0 ((' 0. 6 °0 o ° p°0 . Gravel Gravel backfill ° midpoint spray nozzles, if needed Q ° •° 2 /o slope 5:1 slope 5:1 slope z a Q°o o 2% slope o• w a° p0 1.1 slope ate• °O�° 6" ATB construction entrance O o°° -40o 15' ATB apron to protect ° o 0 0 °�°o DO ground from splashing water A Ball valves Asphalt curb on the low road oDO° °�P p^ oQ side to direct water back to pond / \ O°D� oob°OD OD� °° a O ° Q Q �� O �aJ�ooO 6" sleeve under road I r`\/�\\/�\\�\\/\\\\\\\�\� \\\\/\\\\ .� _ �� (\\ �ra��o • CJ� °� CJ� ° oa Plan View -rr---------- �� 100 min. 5 oQ .�oOoo� .DO.O° oD� I 5 • ° Minimum I IOld 6' max A I I `'�\°� z 4"x4" trench u Plan View 15' 15' 20' 15' 50' Post spacing may be increased 2"x2" wood posts, steel Install driveway yea ��a to 8' if wire backing is used %fence posts, or equivalent culvert if there is a roadside ditch present Concrete block =III=III-I T ITI T=1 =-_ =11=1 Tii' ''==i="" - 4" - 8" quarry ii- - - —� - Wire screen or-= - - - - - - -III=1T1=11r 1FW ii Curb o spalls filter fabric III=iii= - ------ - i= J.o Gravel backfill Overflow 6" sleeve "6'•;'rd 2"x2" by 14 Ga. wire or equivalent, o 0o water o • Ponding height y`�/Vy..... if standard strength fabric used Geotextile / ° og Water ° ° o ° po / \ Elevation View \\/\ \ , Locate invert of top pipe 1' Drop inlet above bottom of wheel wash \\ \\ � 00Filter fabric \��\\ 2' min \�/%//j//%//� s' x s' sump 18, � //\ Water level w cCID Notes: 15 min. 3' Z \/// 1. Driveway shall meet 12" minimum thickness Section A -A c - Backfill trench with \ the requirements of the •- native soil or X" - �/ \ \ \ permitting agency. 5 12 W W Q p 1.5" washed gravel \„/� / Notes: Drain pipe 1:1 slope ? a (� a /12 min\\/\\/\\/ 1. Drop inlet sediment barriers are to be used for small, nearly level drainage areas. (less Q Z 2. It is recommended that Provide full width than 5%) Z U Z j_ 2 Minimum //A the entrance be of ingress/egress 2. Excavate a basin of sufficient size adjacent to the drop inlet. LL' V) Z W 0' 4"x4" trench Section A -A -j Q z> s crowned so that runoff area 3. The top of the structure (ponding height) must be well below the ground elevation j Z Q C drains off the pad. downslope to prevent runoff from bypassing the inlet. A temporary dike may be Notes: U Q a V)2"x2" wood posts, steel necessaryon the downslo a side of the structure. fence posts, or equivalent NOT TO SCALE p NOT TO SCALE 1. Build 8 x 8 sump o accomodate NOT TO SCALE cleaning by trackhoe. 0 m r� r� �r r► z o Figure II-4.2.12 Figure II-4.1.1 Figure II-4.2.8 Figure II-4.1.2 V) Silt Fence Stabilized Construction Entrance Block and Gravel Filter Wheel Wash o N DEPARTMENT O F Revised October 2014 DEPARTMENT O F Revised June 2015 DEPARTMENT O F Revised August 2015 DEPARTMENT O F Revised June 2015 s ECOLOGY ECOLOGY ECOLOGY ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.htm/for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.htm/for copyright notice including permissions, Uj State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. Z 0 o_ N View Looking Upstream A 18" � 12" (0.5m) 47 v (150mm) V • .off /.���� � .tea Q o 24 (0.6m) Provide adequate a ° ° r^ Note: �:o°� $. o ..o� � Polyethylene ca strapping v♦ Key stone into channel banks and extend it / / /• /p beyond the abutments a minimum of 18" �'\�\��\�\\�\�\ O (0.5m) to prevent flow around dam. /� /`1 Key divider into slope to l� prevent flow around sides Perforated _____ Corrugated polyethylene drainage metal riser Section A -A Surface area determined The pond length shall Emergency tubing, diameter min. -___- ^O L 4' Min. overflow spillway 2" larger than at top of weir be 3 to 6 times the dewatering orifice. 3.5' min. 1' Min. Overflow maximum pond width Waterti ht O Tubing shall comply 9 I Dewatering orifice, Q Flow 1' Min. with ASTM F667 and _____ coupling schedule 40 steel %4 _ 24" (0.6m) �.o, ___ ' ` Q / ado °°°�o�• �y'�;, s `�`{r x�:u Pond length 1' Min. AASHTO M294. Tack weld per calculations ter alculatonsO V \�\\/\\/\\ \ \ O °o 0 0• L 3.5' - 5' Inflow \/r Discharge to stabilized '�` Flat Bottom 1.5' Min. iser pip g V // // conveyance, outlet, or � \�\\ %4" - 1.5" level spreader 6" min. �------- Q 0 8' (2.4m) Washed gravel i I r ` Discharge to ------- _� V Note: Trap may be formed by berm or by Geotextile stabilized 18" min. O partial or complete excavation. conveyance, Concrete base O p p 2 4 Rock outlet, or level Silt fence or Alternatively, metal Spacing Between Check Dams spreader equivalent divider stakes and wire may be (� V p g Rip Rap used to prevent flotation V 2X riser dia. min. O' 'L' = the distance such that points W Wand 'B' are of equal elevation. 'L' Note: Pond may be formed by berm or by partial or complete excavation Point'A' Point'B' W W /�\�\ j�\\�\\�\\�\\\\\\\ \\ \ • °LLJ N Q> Q O z Z Q NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE j Q j Q Z Figure II-4.2.7 Figure II-4.2.16 Figure II-4.2.18 Figure II-4.2.20 o Ld Rock Check Dam Cross Section of Sediment Trap Sediment Pond Plan View Sediment Pond Riser Detail Ld > DEPARTMENT OF Revised July 2015 DEPARTMENT OF Revised November 2015 DEPARTMENT OF Revised November 2015 DEPARTMENT OF Revised November 2015 W ECOLOGY ECOLOGY ECOLOGY ECOLOGY Q W Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.htm/for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, 0 0 0 Q State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. State of Washington limitation of liability, and disclaimer. SHEET C2.32 PROJECT NUMBER 22196 SEC. 8 TWR 23 /V. RGE. 1 E. W.M. NOT TO SCALE A Joints in filter fabric shall be spliced 3" trash pump with at posts. Use staples, wire rings or Drain grate °a°�O°oDC�' ° o�00•e /� floats on suction hose %° °Q b°000� 6" sewer pipe with A equivalent to attach fabric to posts ao�ao� 'O • ,° °oo ,° o • ob°o0 butterfly valves o•oo• •p °� O O .p,QQ OaoOdoo Concrete block 2 schedule 40 2"x2" by 14 Ga. wire or equivalent, o(o ° �°o(-°�- °• o� 00 -;.°d .°0 8 x 8 sump with 5 of catch 1 /Z "schedule 40 for sprayers if standard strength fabric used dd o o ad °Do�0 �o . 4 O° \rg a j.0 �X\s O�a 00 10 Q°ooQ4 d o O•°p� 'O °� •o ado NO N I 00 I n N I I 1 0 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. ± Nr\ 1 SCALE: 1" = 100' 0 50 100 200 Q N. Z byipwv . (7 � W co U co co � ~ N zULu � w Q o W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name�Iz O 0 Q�Qc z U Q O w v O C � w w z z O0 w O 3 Q Q w ar� 0 0 Q SHEET C3.00 PROJECT NUMBER 22196 M N SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C3.02 / o\ z � 0 C ti SCr/ RADING DETAIL 1, / SHEET 03.33 \ \ \ SEE GRADV \ �480—�� I CD \ \ 1 I I I --_476 \ — \ ✓ \ 2 \ \ — _474, .\ z / 586 SEE ROAD SECTION C, SHE4T C3.32 / \ \ \ 229xO0 SCALE: 1" = 40' 0 20 40 80 "O!o I C3.03 E moo* C3.02 C3.01 y: 2 Lj W 04 m U co co W (^ v ~ N ZU v W Q p ? a 0 a Q Z WV) ? c Q:t UQCLV) a a� s 0 z m I^ \.J O O � M V LLI Q N ol �\ U fill fill In CIN N Q ziz- Q Q U > O Q C cl: O U W Q z Q U w 3 o Ld w�Qo_ Q W I 0 0 o Q SHEET C3.01 PROJECT NUMBER 22196 r7 N I 00 SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C3.03 PAD \ 471. C 04 PADS 472.5 v, TOR0475. 54 \ v 482 � �, �'�v/ / 1 v i �5_ - \ PAD 472.4 503 HAV .�, 474. %v TOP 4 4830 / v SCALE: 1 = 40 \ \ \ �� \ \ \ \ \ \ PAD SEE GR G DETAIL 9, I / l , ° • I \ \ \ \ IN, A V 0 20 40 80 ` 472 7 �ET C3 33 P 478.40 \ \ \ / / \ \ y \ \ IN, \ - \ \ \ l TOf 5.20 \ �\ \ / o \ \ \ \ \48� _ rG� 477.30 47 \ �J02 \ \ / / z \ \ \ \ i o PAD I PAD / / �7 \ \ \ I 47JI TgE47J10 \\ 475.2 \ TP471122 476- \ TO 476.41 Flo TOP 7.30 \ \ \ \ TOE 4 7j16 TT OP OE 474612 \ PADS 479 I 501 PAD TOP 478.4U� �303 \ \ 477V 478.4 TOE 47J 44 C304, TOP- �478.40 I = - -- A \ C301 TOE 472.97 I l v 1 /l� PAD 478 TOE 473.26 / I/ z W 478.7 TOE478. 2 \ - � -1 l 1 , % / / \ \ P4 PAD / \\\� z - / \ 1� \ \ LL I I 479.4 477 �/ \ ���/ \ /� ,�\� SEE ROAD SECTION E, \ l SEE ROAD SECTION B, I I I I ` SHEET CJ J2 / / 1 SHEET C3.32 r \ \ 1 _ \ 476 1 / 480.8 SEE ROAD / / I I / I ✓ \ � '474- / SEE GRADING DETAIL 7, I I \ I \ \ I SHEET CJ JJ I I b o SEES GRADING DETAIL 8, v I �- SHEET C3.33 rn fo I t OP 48c 12 0 I TOP 484..?i T0E 78. o >7 / \-v PAD TOP 486. oo TOE 477.76 � e "-TOP 486.00 _ C 590 PAD o T 47871 I D _ _ TOP 486. \ SEE ROAD SECTION C, TOE 4 . 46 v 549 \ \ � Q � � \ SHEET C3.32 l / SEE WADING DETAIL 6, \ / / b SHEET C3..33 Q l \ 486.50 i �78. 43 I TOP 486.5b PAD - 489 PAD \ , 485.7 PAD TOE 477.68I 486.4 \ 486.6 \ / / \ 4$6 / 588 PAD 1 �50 0 486.0 TOP 486. 587 PAD \ TOE 485.E PAD 486.54-876 � � I � 586 � \ 551 1 \ ��•q0 / SEE RCS D SECTON \ C, SHE4T C3.32 \ T PAD �� 488.1 -482 4 1� g8� \� - - / 552 574 PA'� \ r I \ PA9/ \ \ 489.1 TOE 484.56 488. 7 \ TOP TOF�5. 70 .., `�• \ ` 484 C 553- -v �v 573 PAD575 / �s9,00�v� / PAD 1 \ 485.7 488.7 \ PAD TAP 489.90 / 00 / / / / / // � \ 554 \ 489.9 TOE An.\ PAD \ \ TOP 489.9 PAD 488.3 \ 572 \ TOE 487.40 \ 486.9 PAD SEE G NG DETAIL 5 \ 555 \ \ 490D 489.9 7 4 H€E�C3.33 \ \ / \ i G, � \ \ PAD ,r To 488 00 �� 577 \ 4878 571 PAD488.0 SEE SHEET C3. 01 04 00 Wco � co 0 ~ N zU v Wcic Q p ?co CL ool 0Q z r_ W � '- 0) >zQQ:t a �QaV s 0 z co C) 0 V } Lu Q a w 0 N �v V1 *-4 Z� �C"4 �o 94 O� O � Q Q QZ °vo v C� � v W W CINU Q U � q N Q> Q O z Z2: QQ) Ld U O 0 0 Ld w > w O 3 F cn Q w Q w 0 w 0 0 o Q SHEET C3.02 PROJECT NUMBER 22196 SEC. 8. TWR 23 X . RGE. 1 E. W.M. —458— J7s6 a / \ \ —460 \ \ \\ \ I \ --PAD-\ \ 458.8--- \ \ \ \ 547 \\ IN, \\ PAD \ I \ \ 459.8 \ SEE SHEET C3.02 5 538 I I I \,509 PAD \ 475.3 \ \ �f6 SCALE: 1" = 40' 0 20 40 80 C3.03 C3.04 C3 02 �.. cans y: 2 w 04 U � 0� CN ZU v Wcic Q p ? a 0 a Q Z ? W c V) Q:t 0) UQCLV) a a� s 0 z m I^ \.J O O _ M V Lu Q N ol �\ U Li Li In CIN Q U O Lu N Q> Q O z Q o �LLI U O 0 * � 0 w > O 3: 0' (n Q 0_ Q w 0' w 0 0 0 Q SHEET C3.03 PROJECT NUMBER 22196 r7 N 00 I SEC. 8. TWR 23 X . RGE. 1 E. W.M. \ \ - TOP 471.4?T 542 /^\ \ TOE 46JJ6 ---- \ \�460 PAD / 470.6 \ \ \ \ _ PAD SOP 465.50 \ \ 541 \ \ 471.4 � ' - - - , \ � ro 46J 80 \ � \ ,' SAD \ \ \ \ \ TOP 470. 60 I \540 1465.1 \ V TOP 465.50 \ \ TOE 466. JO TOP �71. 40 jOP-4//140 - \ . TOE 461.49 \ \ \ - - TOE � 9.96 - A \ \ \ � TOE 465.10PAD 0 �/ A TOP 4 2.78 46 \ A V A \ \ \ ro - 471. 40 539 \ TOP 6520 v v v V TOP 4�5.10 ¢ ��¢6a �6 538 �AD 460.64 \ \ TOE 4,71. 40 4j¢ �2 o 46\ .. 5 \ TOP 4 75. 10 \ \ IDAD TOE 471.40 47 537\\2 V TOP 464.70 \ \ / PAD \ \ \ TOE 460.61 ' -4, / 475.,E \ \ l 536 AAD \PA D 464.iz \ \ TOP 463.90 \ \ \ \ \ \ \ 5 ¢68 a66 \ \ \ TOE 460.97 \ \ \ \ E GRADIN�' TAIL - D 535 \ PA 9 \ 6 \ \ \ \ � o� TOP 463.60 \ 10,�HEETC3.33�4jo^ � ••e, � 475.� TOE461.33 \ \ \ ti PAD 534 \ PA� \ \ 469.�- 474.7 \\ \ I _ - -462 \ 50� I • r V 4 3 9 533 PAD _ PAD I I \ 46J0 _ \ \ 505 TOP 475.62 47 - 50� I � PAD TOE 470.70 , � � - - - \ • < I PAD / 470. 7 ; PAD PAD I 47J 6 532 PAD � \ \ � \ � /� \ �O9 °� 473.4 ' �� \ OP 462.16 \ i - \ - I � 2 0 �68 �66 �6¢ 462.5 _ � \ � - 46 OE 461.70 \ \ \ PAD \ -510 PAD \ \ 475.3 \ \ I h 2� ¢ 473.0 531 \ PAD\ \ _ \ \ \461.7 TOP 463.51 \ PAD / \>�, - \ \ TOE 461.20 472.5 TOP' 175.54 \ TO 472.5Q_- - \ PAD \ I PAD 530 -� - - PAD � \ \ \ / \ 473.E \ - - \ \ \ \ \ 461.2 511 \ D \ \ \ \ TOP 460.90 \ TOE 460.65 SEE GRAD) DETAIL 13,, - PAD - I 529 �46 \ _ SHEET C3. J34 471.7 A PAD V I 1 TOP' 8. 94 / A \ TOP 475.05 \ - - 527 TOP TOE 473 40 C 460. 9 TOE 4 4OF-�30 / \ / \ 1oE 474.50 / / \ ��PAD- - \ 4F.. 4 PAD 4 / I 474.5 � \ 742 `�o us 66, s�6Au6, 528 TOP M..-62 512 \ SEE ROAD SECTI C,� - _ <• �`� / / I I I I TOE 474.50 \ / � \ SHEET CJ 32 � i z \ \ - SEE ROAD SECTION D, PAD 22 / \ \ SHEET C3W.41.32 470� / PA TOP 445 � z L) G TOP 47J 40 -4 _ _ _ _ / r / 470. 9 TOt 4q0. 9 TOP 479.28 1 526 T0E 4 ..PAD90 i / TOE 476.00 1 I _ 47J 7 \ � � ° ` pP 46 470.190 8 �1 _SEE GRADING DETAIL 14, / / Ix\ x� SHEET_W4 / / / I 1513 \ PAD C 471.4 525 - - - / TOP 477VO PAD SEt 0AD\SEC71 N x SLOE ROAD SECTION D, 476. Ct,O 476.0 G, SA/EET C� 32 \ SHEET C3.32 t I / l 'Qoq 5fj�- �� 52���� -- \ \\ \7A,fDPAD 0/l \\ 0 "170.8 �� 523 SEE ROAD SECTON C, \ v \ TOP 47J. O \ \ O / \ �\ \ / SHEETC332 l \ TOE470.80 \ \\ \ \ I I __- \ �, " \ \ PAD 51 / / / \ PAD ��o \ 1 \ / �6 \ 4 �Oi \ / • SEE ROAO SECTION \ 470. \ -474- - \ ` PAD I / / / / / I I G, SHEET C3.32 \4�v76/.1 TOP D4\ 7320 51117 TOf 1470.- 1/ \ / W 52106A 7 �3\�52 2 / TOP r47547 TOE 472..\TOP 475.91 - \\ SAD 55 1E 47320 TOE47\ -TQP 476.12.� / \ � oo�� \\ 110, \ / - \ Nil 475.1 / / / \ \ \ \ \ �,� / PAD / TOP \ 475.4 TOE1475.40 \ z 5.001, 76 '\TOP 477. 76 478-TOP 486. 71 TOE .46 SCALE: 1" = 40' 0 20 40 80 03.03 I C3.02 \ �I C3a1 00 Vg� ...- W 04 U CO 0 ~ N Z v V Od cic W Q p z CL 0Q a Z_ WV) ? v >ZQQ:t UQCLV) a a� 0 z m Q o 0 � M V Lu Q ol �\ a _� N L6 L6 QLu U N Q> Q O z Q o �Ld U O 0 0 w > O_ 3 I- (n Q (L Q w w 0 0 o Q SHEET C3.04 PROJECT NUMBER 22196 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENTL Y ADOPTED WSDOT AND APWA SPECIFICATIONS AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTLY ADOPTED CITY OF PORT ORCHARD DEVELOPERS HANDBOOK, THE CURRENTL Y 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 DES/ON STANDARDS. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEWA77ON FROM ADOPTED STANDARDS /S NOT ALLOWED UNLESS SPEC/F/CALL Y APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER, PR/OR 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 AC77WTY, A PR'CONS TRUC77ON 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 PRECONSTRUC77ON UEE77NG. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. CONSTRUCTION NOISE SHALL COMPL Y WITH THE CURRENT POMC SECTION 9.24.050. 8. IT SHALL BE THE APPLICANT /CONTRACTOR S RESPONSIBILITY TO OBTAIN ALL RIGHT -OF -WA Y PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INI77A TING OFF -SITE WORK WITHIN A C/TY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED U77LI77ES OR OTHER /NSTALLA TONS THA T 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 PR/OR TO CONSTRUCTION. 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NAD 1983 HARN STATE PLANE WASHINGTON NORTH FPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPR/A TE DRAINAGE EASEMENT, BUT NOT UNDERNEA TH THE ROADWA Y SECTION. 12. ALL U77LITY TRENCHES SHALL BE BACKF/LLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 13. ALL ROADWA Y SUBGRADE SHALL BE BACKFILLED, COMPACTED TO 959 MAXIMUM DENSITY AND PREPARED FOR SURFACING /N ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 206.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALL Y 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 SPECIFICA TONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRA VELED R/GHTOF--WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL, " OF THE WSDOT STANDARD SPEC/FICATIONS SHALL APPL Y IN ITS ENTIRETY. TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTL Y ADOPTED UUTCD 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 UIN/MUM, ANY SIGNIFICANT TREES TO BE RETAINED SHALL BE FENCED TWO FEET OUTWARD FROM THE IDENTIFIED DRIP LINE. TREES THAT SUSTAIN DAMAGE DURING CONSTRUCTION SHALL BE REPLACED PURSUANT TO POMC. A REPRESENTATIVE OF THE CITY OF PORT ORCHARD DCD STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS CONDITION PR/OR 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. DRAINAGE NOTES EROSION AND SEDIMENT CONTROL NOTES STRUCTURAL NOTES (ALSO REFER TO CHAPTER 9 SURFACE WATER DRAINAGE) (ALSO REFER TO CHAPTER 9 SURFACE WATER DRAINAGES (ALSO REFER TO CHAPTER 8 STRUCTURES): 16. ALL STORM PIPE AND APPURTENANCES SHALL BE LAID /N ACCORDANCE WITH CITY OF 41. THESE PLANS ARE APPROVED FOR CONSTRUCTION OF THE STANDARD ROAD AND 27. APPROVAL OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS DOES NOT PORT ORCHARD DESIGN AND CONSTRUCTION STANDARDS. THIS SHALL INCLUDE LEWL/NG CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E. G., SIZE AND LOCATION DRAINAGE IMPROVEMENTS ONL Y. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAUL TS, AND V) AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MA TER/AL AND RETAINING WALLS REWIRE A SEPARATE REVIEW, APPROVAL AND BUILDING PERMIT BY THE Z ANY REWIRED BEDDING TO A UN/FORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY OF ROADS, PIPES, RESTR/CTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) CITY OF PORT ORCHARD DEPARTMENT OF COMMUNITY DEVELOPMENT PR/OR TO IS SUPPORTED BY A UN/FORML Y DENSE UNYIELDING BASE. CONSTRUCTION. W 28. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, UA/NTENANCE, af 17. ALL STORM P/PE SHALL BE SUBJECT TO A LOW-PRESSURE AIR TEST /N ACCORDANCE REPLACEMENT, AND UPGRADING OF THESE TESC FAC/L/TIES /S THE RESPONSIBILITY OF THE 42. ROCKER/ES ARE CONS/DERED TO BE A METHOD OF BANK STAB/L/ZA 7ON AND EROS/ON WITH WSDOT STANDARD SPECIFICATION 7-04.3(1)F AND A VIDEO INSPECTION /N APPL/CANT/CESCL UNTIL ALL CONSTRUCTION /S APPROVED. CONTROL. ROCKER/ES SHALL NOT BE CONSTRUCTED /N FILL COND/TONS TO SERVE AS ACCORDANCE WITH THE PORT ORCHARD DESIGN STANDARDS. RETAINING WALLS. ALL ROCKER/ES SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE 29. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY ROCK WALL CONSTRUCTION GUIDELINES PUBL/SHED BY INC ASSOCIATED ROCKERY 18. STORM PIPE COVER, MEASURED FROM THE FIN/SHED GRADE ELEVATION TO THE TOP OF FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PR/OR TO CONTRACTORS. THE OUTS/DE SURFACE OF THE PIPE, SHALL BE 2 FEET MIN/MUM, UNLESS AUTHOR/ZED BY CONSTRUCTION. DURING THE CONSTRUCTION PER/OD, NO DISTURBANCE BEYOND THE CLEARING L/U/TS THE CITY OF PORT ORCHARD CITY ENGINEER UNDER THE FOLLOWING CIRCUMSTANCES.• SHALL BE PERM/TTED. THE CLEARING L/U/TS SHALL BE MAINTAINED BY THE APPL/CANT/CESCL FOR 43. MECHAN/CALL Y STABILIZED EARN, OR REINFORCED SOIL, WALLS SHALL BE DESIGNED ° THE DURATION OF CONSTRUCTION. AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED /N WASH/NGTON STATE. A. UNDER DRI VEWA YS THE PIPE COVER MA Y BE REDUCED TO 1 FOOT U/N/MUM /F THE RECOMMENDED CONSTRUCTION SEQUENCE.• 2FEET CANNOT BE ACHIEVED AND THE COVER IS CONS/SENT WITH THE PIPE 30. STABILIZED CONSTRUCTION ENTRANCES, IN ACCORDANCE WITH STANDARD DETAILS SHALL BE 0�.� N • • •. �.�,, MANUFACTURERS RECODUENDA TIONS. INSTALLED AT THE BEGINNING OF CONSTRUCTION AND UA/NTA/NED FOR THE DURA 77ON OF THE 44. CONDUCT A PRE -CONSTRUCTION MEETING WITH THE PUBLIC WORKS DEPARTMENT. PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, B. IN AREAS NOT SUBJECT TO VEHICULAR LOADS, SUCH AS LANDSCAPE PLANTERS AND MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO 45. POST 'VO776E OF CONSTRUCTION ACTIVITY" SIGN WITH NAME AND PHONE NUMBER OF � �: Z YARDS, THE P/PE COVER MA Y BE REDUCED TO 1 FOOT U/N/MUM. STREET RIGHT -OF- WA Y DOES NOT OCCUR FOR THE DURA T/ON OF THE PROJECT. THE CESCL. b,� F C. 7F DUCTILE IRON PIPE OR C900 PIPE /S USED, THE PIPE COVER MAY BE REDUCED TO 1 31. THE TESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED PR/OR TO ALL CLEARING 46. FLAG OR FENCE CLEARING L&ITS AND SIGNIFICANT TREES. FOOT U/N/MUM. AND GRADING TO ENSURE THAT THE TRANSPORT OF SED/DENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES /S REDUCED TO REQUIRED LEVELS. 47. INSTALL CATCH BASIN PROTECTION, lF REQUIRED. 19. STEEL PIPE SHALL BE GAL VAN/ZED AND HA VE ASPHAL T TREA TMENT #1 OR BETTER INS/DE AND OUT (WSDOT STANDARD SPEC/F/CA 17ON 9-05. 4(3)) 32. THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE U/N/MUM REQUIREMENTS FOR 48. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). � ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PER/OD, THESE TESC FAC/L/TIES SHALL U, 04 CID 20. ANY DRAINAGE STRUCTURE, SUCH AS A CA TCH BASIN OR A MANHOLE, NOT RECEIVING BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR 49. INSTALL PER/METER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) N, SURFACE RUNOFF AND NOT LOCATED W/TH/N A TRAVELED ROADWAY OR SIDEWALK SHALL CHANGING SITE CONDITIONS (E.G., ADD/TONAL COVER MEASURES, ADD/TONAL SUMP PUMPS, U CID HAVE A SOLID LOCKING LID. ANY DRAINAGE STRUCTURE ASSOCIATED WITH A PERMANENT RELOCATION OF DITCHES AND SILT FENCES, ADD/TEONAL PER/METER PROTCTION, ETC.), AS DIRECTED 50. CONSTRUCT SED/DENT PONDS AND TRAPS. c0 RETENTION/DETENPON FACILITY, NOT RECE/V/NG SURFACE RUNOFF, SHALL HAVE A SOLID BY THE C/TY ENGINEER. Z = LOCKING LID. 51. GRADE AND STABILIZE CONSTRUCTION ROADS. 33. THE TESC FACILITIES SHALL BE INSPECTED DA IL Y BY THE APPL/CANT/CESCL AND MAINTAINED Z w FS 21. ALL CATCH BASIN GRATES SHALL CONFORM TO THE CURRENTL Y ADOPTED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKL Y 52. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DITCHES, PIPE SLOPE DRAINS, Q 2: Q STORYWATER MANAGEMENT MANUAL AND THE WSDOT STANDARD PLANS WHEN LOCATED REVIEWS OF THE TESC FACILITIES AND OF SAMPLES TAKEN DURING THE WET SEASON (OCTOBER 1 ETC.) SIMUL TANEOUSL Y W/TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. Z U Z o W/THIN THE R/GHTOF--WAY, AND SHALL INCLUDE A COMBINATION INLET FRAME TO APR/L 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) w V) Z (OPEN -CURB -FACE FRAME), WHEN LOCATED IN A SUMP COND177ON OR BEFORE AN 53. MAINTAIN EROSION CONTROL MEASURES /N ACCORDANCE WITH THE CITY OF PORT Q Z INTERSECTION WITH A 49 GRADE OR ABOVE. A HERRINGBONE GRATE MAYBE USED 34. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EUBANKUENTS, THAT WILL NOT BE ORCHARD STANDARDS AND MANUFACTURERS RECODUENDA7ONS. OUTS/DE THE RIGHT-OF-WAY. ALL CATCH BASINS W/TH/N THE GUTTER LINE SHALL BE D/STURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON U CL `-' INSTALLED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD DETAILS AS SHALL BE /MUED/ATELY STABILIZED WITH THE APPROVED TESC UETHODS (E.G., SEEDING, MULCHING, 54. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES, OR INSTALL APPL/CABLE. MAX/MUM CATCH BASIN HEIGHT FROM FIN/SHED GRADE TO PIPE INVERT SHALL PLASTIC COVER/NG, ETC. NEW MEASURES TO ENSURE THAT AS S/TE COND/TONS CHANGE THE EROSION AND m BE PER THE APPLICABLE DETAIL. SED/MENT CONTROL /S ALWAYS /N ACCORDANCE WITH THE CITY OF PORT ORCHARD EROSION z 22. FOR ANY CURB GRADE LESS THAN 0. 89 (0. 0080 FT/FT), INCLUDING CURB RETURNS, A 35. ANY AREA NEEDING TESC MEASURES NOT REQUIRING /MUED/A TE A TTEN77ON SHALL BE AND SEDIMENT CONTROL STANDARDS. 0 o ADDRESSED WITH/N SEVEN (7) DAYS. Y LIC PROFESS/ONA55. COVER ALL AREAS THAT W/LL BE IDLE FOR MORE THAN SEVEN DAYS DURING THE DRY � L LAND SURVEYOR, CURRENTL ENSED /N THE STATE OF WASH/NGTON, W SHALL VERIFY THAT THE CURB FORMS OR STRING L/NES ARE AT THE GRADES NOTED ON SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, 36. THE TESC FAC/L/TIES ON /NACT/I/E S/TES SHALL BE INSPECTED AND MA/NTA/NED A M/N/MUM OF .� THE APPROVED PLANS PR/OR TO PLACEMENT OF CONCRETE. THE CONTRACTOR /S ONCE A MONTH OR WITH/N TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. COMPOST, PLASTIC SHEETING, OR EQUIVALENT. s RESPONSIBLE FOR SURVEY COORDINATION AND COSTS. to 37. AT NO TRUE SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 56. STABILIZE ALL AREAS THAT REACH FINAL GRADE W/TH/N SEVEN DAYS. 57. SEED OR °' 23 FOR ANY DRAINAGE PIPE GRADE LESS THAN 0.59 (0.0050 FT/FT), A PROFESSIONAL {N/71//�/ A CATCH BA SIN. ALL CATCH BASINS AND CONVEYANCE L/NES SHALL BE CLEANED PR/OR TO SOD ANY AREAS TO REMAIN IDLE UNTIL SEED OR SOD /S ESTABL/SHED. 58. UPON z LAND SURVEYOR, CURRENTL Y LICENSED /N THE STATE OF WASH/NGTON, SHALL VERIFY FINAL INSPECTION. THE CLEAN/NG OPERATION SHALL NOT FLUSH SED/MENT-LADEN WATER INTO A COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST o THAT THE AS-BU/L T PIPE MATCHES THE GRADES NOTED ON THE APPROVED PLANS PR/OR D0WNSTREAU SYSTEM. MANAGEMENT PRACTICES REMOVED, IFAPPROPRIATE TO COUPLET/ON OF SUBGRADE. THE CONTRACTOR /S RESPONSIBLE FOR SURVEY COORDINA17ON AND COSTS. 38. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BA SIN SHALL BE 24. ALL DRIVEWAY CUL VERTS LOCATED WITHIN THE C/TY OF PORT ORCHARD MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE RIGHT -OF -WA Y SHALL SE OF SUFF/C/ENT LENGTH TO PROVIDE A U/N/UUU 3.• 1 SLOPE STORAGE CAPACITY. IF THE FACILITY /S TO FUNCTION UL 77UA TEL Y AS AN /NF/L TRA77ON 5Y5TEU, THE FROU THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE D/TCH. CULVERTS SHALL TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. V 39. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL /S REQU/RED, IT SHALL BE APPLIED QO V 25. ROCK FOR EROSION PROTECTION OF D/TCHES, WHERE REQUIRED, MUST BE OF SOUND AT A U/N/UUM THICKNESS OF 2 TO 3 INCHES. V QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1), AND MUST MEET THE FOLLOWING will SPEC/F/CATIONS.• 1009 MUST PASS THE 8" S/EVE, 409 MAXIMUM CAN PASS THE 3" S/EVE 40. PR/OR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE L1 1 AND 109 MAX/MUM CAN PASS THE 3/4" SIEVE. REVIEWED TO IDENTIFY WHICH AREAS CAN SE SEEDED /N PREPARATION FOR THE WINTER RAINS. O DISTURBED AREAS SHALL BE SEEDED W/TH/N ONE WEEK OF THE BEGINNING OF THE WET SEASON. � 26. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, -A SKETCH MAP OF THOSE AREAS TO SE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED \ N EXCEPT FOR THOSE LOTS APPROVED FOR INF/L IRA77ON BY THE CITY OF PORT ORCHARD. SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD CITY ENGINEER. THE INSPECTOR CAN W W STUB -OUTS SHALL CONFORM TO THE FOLLOWING. REQUIRE SEEDING OF ADD/TONAL AREAS /N ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FAC/L/TIES. O O A. EACH OUTLET SHALL BE SU7TABL Y L OCA TED A T THE L OWEST ELEVA TON ON THE L OT TO j SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS V ; SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE ��VV DRAINAGE TO AN APPROVED 5TORUWATER CONVEYANCE SYSTEM OR TO AN APPROVED O Q OUTFALL LOCATION.Ilz- I V Q B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVEE-FOOT-HIGH, 2" X 4" STAKE '�` Ic MARKED 'STORM" OR 'DRAIN': THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE ��WR \ S� V/S/BLE, AND BE SECURED TO THE STAKE. V o C. PIPE MA TER/AL SHALL BE /N ACCORDANCE WITH PORT ORCHARD DESIGN STANDARDS. IF NON- METALLIC, THE P/PE SHALL CONTAIN A W/RE OR USE OTHER ACCEPTABLE MEANS OF O DETECTION. v vD. DRAINAGE EASEMENTS ARE REWIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPL/CANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTL177E-5 (E. G., POWER, GAS, TELEPHONE, TELEVISION, ETC.) F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND UA/NTA/NED BY THE LOT HOUEOWNfR. (J-) Q Q Ino U > Z N z Q Z Q O z 3 Q v Q Q O � U_ O w a_ 0 w > z z O w O 3: 0� c/� Q n Q w 0� n 0 0 o Q SHEET C3.31 PROJECT NUMBER 22196 n N I I 00 SEC. 8. TWR 23 X . RGE. 1 E. W.M. 1' GRA VfL 4' ,SHOULDER 12' DRIVE LANE 2. 09, T PPS ' I I ROAD 12' DRIVE LANE 2.09-TYf'� 70' ROW ROW 4' 2' GRA VEL 8' ASPHAL T 1' GRA WZ 5 X 31 MP I I 3I0-RETENTION SWALE 23' MCCORM/CK WEST SUB -COLLECTOR ENTRY SECT/ON B 12 GRA VfL N. T.S. 20' TRACT 18, E.P. TO E.P. 3' THICKENED EDGE 2" GRA VfL PR/VA TEA CCESS TRACT SECT/ON G N. T S. i � I GRAVEL i VARIES 4' SHOULDER 24" GRAVEL BIORETENTION WIDTH VARIES 12" 4'SHOULDER GRAVEL [Yi7:Tif�� 70' ROW Sub -Collector Road Section i (Replaced Section A & B) SECTION B - ROAD B i r I 7' PARKING � 10' DRIVE LANE � 10' DRIVE LANE I i 5' WALK 5' WALK i 4.5' 4.5' PLANTER PLANTER i 2T ROW 20' ROW 4T ROW Local Road Minor w/ Parking One Side i (Replaced Sections C & D) AT INTERSECTIONS, WHERE PARKING CANNOT BE PROVIDED, TRAVEL WAY SHALL NARROW WITH CURB BULB OUTS TO 20' SECTION C - ROAD AB, AC, AD, AF, AG, AH, Al, AJ �O I Est.1890 ORCHARD 10' DRIVE LANE 10' DRIVE LANE 5' WALK 5' WALK 4.5' 4.5' VARIES i PLANTER PLANTER 20' ROW 20' ROW 40' ROW Local Road Minor w/o Parkin (Replaced Sections C & D) SECTION D - ROAD AA, AD 1' i i 7' PARKING 10' DRIVE LANE 10' DRIVE LANE 7' PARKING I 1 1 5' WALK 5' WALK i 4.5' 4.5' PLANTER PLANTER 2T ROW 2T ROW 54' ROW Local Road Minor w/ Parking Both Sides (Replaced Sections C & D) AT INTERSECTIONS, WHERE PARKING CANNOT BE PROVIDED, TRAVEL WAY SHALL NARROW WITH CURB BULB OUTS TO 20' NOT USED McCormick West Development Agreement Road Sections - Appendix D Drawn By: Ian Smith, PE Date: March 21, 2022 Scale: NTS PLANTER i 2T ROW 1 V ROW 38' ROW Local Road Minor (Replaced Section E) AT INTERSECTIONS, WHERE PARKING CANNOT BE PROVIDED, TRAVEL WAY SHALL NARROW WITH CURB BULB OUTS TO 20' ROAD SECTION SHALL ONLY BE ALLOWED WHERE LOTS DO NOT FRONT ON BOTH SIDES OF THE RIGHT-OF-WAY AND WHERE APPROVED BY THE CITY SECTION E - ROAD AG 13' DRIVE LANE 13' DRIVE LANE 5' WALK I 5' WALK 30' ROW 30' ROW Est.1890 ORCHARD. 60' ROW McCormick West Gleneagle Connector (Section 1) GLENEAGLE PLANTER i 20' ROW 1 V ROW 31' ROW Local Minor Access (Replaced Section F) ROAD SECTION SHALL ONLY BE ALLOWED WHERE LOTS DO NOT FRONT ON BOTH SIDES OF THE RIGHT-OF-WAY AND WHERE APPROVED BY THE CITY NOT USED THICKENED EDGE 12 I 18, PAVEMENT I_ I 12 GRAVEL GRAVEL 20'TRACT WIDTH Private Access Tract (Section G) TRACT A-5, A-7 McCormick West Development Agreement Road Sections - Appendix D 10'PAVEMENT 10'PAVEMENT 20'TRACT WIDTH I Private Alley (Added Section) NOT USED Drawn By: Ian Smith, PE Date: March 21, 2022 Scale: NTS a y: 2 �Cz .4) w � U � °p w � ~ N ZU v 0 W Q p ? CL 0 a Q Z ZU ? c LL1 Vj Z Q:t 0) Q UQCLV) a L4 L4 Q Q U > Q Q U o � o w w > w U 3 0 0 o Q SHEET C3.32 PROJECT NUMBER 22196 N I 00 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. PC 484.40 41, a' ADL' �kv V . PT 484.10 3d/4 484.06 d/2 484.02 3d/4 GRADING DETAIL 1 � GRADING DETAIL 4 L_ 1 "20' 1 "20' 487.58--� 487.46 GRADING DETAIL 2 1 "20' ° I 23 I ° I ° I a I 490.8 PT 90. 1 \�92� - - - °491.29 ° � �9101 4 131 ° PC ° 1.60, 491.33 1490. 2 " 91.38 1.57 491.50 ° o* 1490. 6 ° 4 \491 0V, �. 491.00 �4 491.0 ° 4 4 107 _ 49.66 1.16 491.00 ° - 491.41 5 2I 49120 PT 3d/4 4 1, 2 491.2� ° f- - PC 24 1�9 2 107 �0 1414 2331-o0 - 491. 43 491.01 491.20 491.15 414 - - PC 491.01 szz a ° o° 490.98 34,14 PT 2 ° £st 49151�d/2 491.4 - 491.60 915 _ 490.951 d/2 34/4 491.19 491.52 49 48 1 490. 8 ° d/4 \¢90� PT 4 0.99 490. PC .7p 8 v \ I � - GRADING DETAIL 3 O\ 1 "-20' 485.46 485..19 485. 2 485.56 20 485. � 485J r82 PC � ° 484.77 .92 485.15 ° 484. 484.85 >. 4 - d/2 \ r 'sue 484.87 34/4 \ 1y a 4847�2 484 p 485.15 � 484.5 484.54 �� 484.9 3d/4 04 484.5 4/4 \ ° s 484.86 484, 7 - PT 484.52 ° 48° 485.2 484.50 4.°6$ 77 / PC ° 485.05 ?4.27 84.60 84.27 ° 484.97 \ ° 484.77 486.68 486.78 486.51 486.57 487.02� GRADING DETAIL 5 i i L I I I I I I I 1 I 1 1 1 II1 477.414 8 � l 477.84 I I I � 1 ..76 d/2 I I asz m 477.79 B' Q I I d/4 I I PT 14 74 IPT I 477.7 \ \ 77-Qq 477701,mac, I I 412 I zar o I 478.11 I 47 . 478.32 I I I 478.08 PC 478.53 I I I I I '1 1 GRADING DETAIL 7 L 1 "=20' ° nn T 82.30 8 ..47 482.52 4 ° 3414 1 482.E �, ° ^� -_ - zaz sz � 412 - 482.02 PC 4 4A02 ..1� 15 Cz ROAD AA PC 48_ 218 Q �c482.24 2 J2 1 f 0 \ - _ - 482.03 d 4 - --- 482.35 1 482.39 d/2 II ' 482. 7 482.60 482. 9 48 07 PT 48 38 \ GRADING DETAIL 8 �\ 1 "20' L 1 "20, -486.44,�� -486..22 486.20 412 56.50 486.24-\ 95 86.28, 4 4 6.30 _ 48�. 35 / PC 4'86.73 GRADING DETAIL 6 GRADING DETA 1 "-20• L 1 "-20• a 414 74 PT 4.24 3d d/2� 47/44.30 4. 39 0�47 . J7 a 6 476.07 476.17 0k �� 476.06 476.12 S' 476.57 IL 9 • •��'L/Z ��� N �yJ4? ao W co U Lri � ? U � iS2 W � W Q p ? a 0 a WtUi) Z >Z � U 1CLV) z m � o O cn `, �\ h o. -Name Iz 0 0 N W W Q U LLJ N Q z Q o Q Q �O � U_ O a_ 0 w z z O c) cf) Q Q W 0� L- C) 0 0 Q SHEET C3.33 PROJECT NUMBER 22196 SEC. 8, TWP. 23 /V., RGE. 1 E., W.M. 468.41468.35 xoo 468.41 468.31 468.2 '' � 03 �467.98 � - ----� 468.01 \ 467.75 8.04 i 3.93 \ 6..25 a 46807 468.12 A' 468.19 � � .44 468.62 2 468.29 3�4 468.83 468.33 �2 469.59 68.79° ,� 34/4 , 468.83 469.23 d6� \ 468%V/ 414 � 00 �a hx 68.80 � PT 4684 470.00 PC 468.86 PT\ 468.71 ° 469.33 4�8.38 69.0 468.36 469.01 468.88 GRADING DETAIL 10 1" 20' 460.28 460.23 -, " 460.34 x 459.91 k 461.00 459.75 00 P 59.97 0 460.90 0 I e .25 ° 459. \\ _ 60.18 5 P 459.8� �4 - 60.24 - 59.91 4 .41 412 460.66 460.1 460.63 460.16 34/4i 460.62� 460.69 �� ° 4 .21 4/2 \ 4 .77 PT �4 461.05 460 3 460.60 � 60.27 4 0 59 �0.52 � � 461.12 1 60.89 - 11460.27 460. 3 G \ ° PO GRADING DETAIL 11 1" 20' 456.05 456. 0 / 456.1. 1456.17 A 4,14 459.46 1 460.26 / t�P o0 a 3d/4 a \ �61. 57 o a -PT 461.98 GRADING DETAIL 12 � 1 "20' i 473. GRADING DETAIL 13 � 1 "20' GRADING DETAIL 14 1 " 20' 3q/4 \ 469.67 PT 1-469.75 00 .� 00 w � W 0 CN ZU v Wcic Q 0 ? a 0 a Q Z WV) ? c >ZQQ:t 0) UQCLV) a -Name�10 wz 0 I �v V1 *-4 V) O C'� pQo Z� vzQ °v p v Q � v Li Li co CIN Q U U Ld N Q> Q O z U O 0� o w > 0 0 0 Q SHEET C3.34 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. N L��� \X\ , a 1 SCALE: 1" = 100' 0 50 100 200 Q: ~: Q N. Z byipwv . (7 � W co U co co � ~ N zULu � w Q o W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name Iz O 0 ,qw-.OF �o � Q� 1%4 Lu W ` � N Z, ZL Q4 oQ vQ� OO v v Q�Qc > z z Q O w �_ O 0 � 0 w z z o w CD 3 Q 0 0 o Q SHEET C4.00 PROJECT NUMBER 22196 M N SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C4.02 \ 551 I \ ' ' • • / 0- 5 586 \ STA. 161 47.77, 9.25' RT 34 0 .qF 4 TYPE 1, ANED GRATE /S A. 3�f91.30, 15. T J® 24LF 12" 12" l O99 UT 479.95� (W) �� c� / // \ / / / E �j-48 ; VANED GRA /� Q ®0.1221 ' • 8� 12 488.20 �ry D. 1 44 \ / // / / / / li IN 474.47 (NW) \ 574�L -482 y� - \ \ CB 3 , / / / / / / 112 /N 474.47 (SW) 552 8 \ STA. 35f 10.85, 15.35 L T 6/ l 474.97 (NE) \ TYPE 2-48 , VANEO-GRA TE pk / / i°1 / / y2" lE 0 474.47 (SE) - \ - \ RIM 489. 00 00 25LF 12" 12lE /N 474.84 (NW) \ / / �/ / / / � / �` / \ \ ; / 6 /E /N 475.34 (NE) \ / / / / � 0.3940 0• / Cb4 j� . '• ` 12" lE OUT 474.84 (SE) /j S53 �\573 � STA. 29f52.76, 15.35L TB 346 � \ / STA. 33f49.00, 15.35' L T / OQ` / / / / \ \ Q 575 TYPE 2'48 ; VANED GRATE l \ / TYPE 2-48 � VANED GRATE / / / RW 484.02 RW488.16 12; � IN 478.85 (NW) ?" 58LF 12" 12» lE IN 475.65 (NW) / / sp / / / / � \ 554 � � CB 34 6 �� lE IN 479.OUT 4735 (NE) ' ©0.0050 STA. 35f91.29, 9.2 T \ 1 IF 8.85 (S) / 12 /E /N 475.65 (SW) / / / � / / � / TYPE 1, VANED GRATE z 576 " / CB J48 12 /E OUT 475.65 (SE) �CB 38 /' / / / / / / / i/ \ RIM 488.32 STA. 298f85.00, 1 ✓`` LT \/ / STA. 31f79.59, 15.35'L T / / \ 6 /E IN 484.82 (SW) -TYPf 1, VANED GRAT \ / / / / / / 0 " lE OUT 484.32 (NE) R/M 4I 76 - / TYPE 2-48'; VANED GRATE / / / / , RlM 486.61 / // / ��� \ 00� " lE�'�480.00 (NW) / J / / / / ® k 572 12 E Olin 480.00 (SE) / 12 /E IN 476.50 (SW) / / / / _ - \ \ . 12" IE IN 476.50 (NW) / / / / / / ` ,,� 571 577- 12" IE OUT 476.50 SE / / / // / / / // \ LF " # O / 6kpp 16P"� � �49 950.0 04- ss ,� STA. X-f04. 49, 15.35' L T / / ��o / / 1� x CB ✓90 0 TYPE 2-48" VANED GRATE / / / / ,\ Q Ir' STA. 297f97.50, 1 . 5 LT I CB J91 / RW 485.93 ` V / / / / / \/ � / v v Q► 570 TYPE 2-48 , VANED G TE \ STA. 297f97.50, 25' RT 12 /E /N 476.89 (NW) 557 R/M 485.94 TYPE 1, VANED GPI �E 1 12" lE OUT 476.89 (SE) \ \ / / / / / / / s \ lE /N 480.73 (SW) , R/M 486.06 \ i � 1��\ IN 480.73 (NW) tl, � 12" lE /N 481.24 (W) CB 357 / 1 / / � \ � B 569 I 580 6 � / 481.23 (NE) 579 60�F < 12" lE OUT 481.24 (NE) STA. 237f75.73, 8.35 RT / / p0 / / - \ TA. ,,333f49. 9.25 RT 12 /E 0 480.73 (SE) 43LF 12" \ s TYPE 2-48" VANED GRATE // / 5/ / , \ / l / 558 \ / /1, VANED ATE �p 00.0114 \ s RW 48J 74 / / / 0 RIM 488.28 c -- X \ / \ C p 92 12" lE IN 478.20 (NW) / // / / \ \ ®0 6 "lE IN 484.78 (SW STA. 297f37.18, 35' L T A. ✓i7 , l 12" lE OUT 478.20 (SW) /\ / / \ �G 12 /E OUT 484.28 (NE TYPE 2-48, VANED RATE �o TA. 308f94.93, 9.25 RT Q 9 E 1, VANED GRATE x � / , 9 1ti / 568 R/M 486.73 � "o �. / MY 485.73 �� /E /N 481.57 (NW) 12lE /N 481.57 (SW) \ � �/ � 12" lE OUT 481.73 (E) 1J67 6" IN 482.07(ME) O'9 \ / �, �p/o 12" lE UT 481.57 (SE) 18LF • ��� \ k / 560 I ,Qo- 581 / 47LF 12" / � � / CB J58 ©. 0378 / / / / / j / \ \ I I 582 99�F 0 0. 0051 \ STA. 237f75.73, 9.25 L TYPE 1, VANED GRATE Jj / / \ / I \ \ RW 48J 72 ,�' / / / / / / 561 566 / / . • / \ CB , . T \1 CB 35 00� / STA. 308f95.00, 9.25 L T 12 /E OUT 478.88 (SEj 583 Y" I \ - �' / I STA. 30f60..3V, 35 L T r_ TYPE 1, VANED GRA TE v i I TYPE 2-48 , CANED RATE R/M 485.73 \ \ RIM 485.59 \ B 349 A \/ 565 STA. 31f79.59, 9.25 R \ I r / 12 /E OUT 482.30 (N) \ \ 12If IN 477.13 (W) 1 TYPE 1 VANED GRATE I 12 /E IN 477.13 (SW) \ \ � \ ,,; / / ! �� •oos „ � \ oo \ l \ RW 486.74 I �s CB 396 1 CB 394 STA. 295f38.20, 15.35 L T \ �/ 12 /E OUT 477.13 (SE) \ �6 /E IN 483.24 (SW) " \ \ STA. 297f37.22, 9.25' R� \ \, % / / 1 X \ \ \ \ \ 12-IE-OUT 482.74 (NE) TYPE 1, VANED GRATE 562 / \ � 4 TYPE 2-4�, VANED GRATA \ 564 \ 58 RW 489.36 \ \ � \ \ �� / / \ \ CB 3 12�' lE IN 484.19 SW 12 IF IN 482.06 (S) \ \ / �� S,�A. 30f60.31 .25 RT x 6 /E /N 484.69 (NE) \ 6" IE IN 482.56 (W) � v �� �CB 356 0 ��� 23 F 12" S TYPE�'5 VAN GRATE �°� - _ - _ 12" lE OUT 484.19 (SE) A 1 OUT 482.06 (NE) �'�� �oo� 0587 h R/M 7 \ CB J62 , STA. 237f35.46, 15.35' RT o so 563 6 /E 482.09 (3 \ 0 \ o STA. 233f86.64, 15.35' RT cp \ \ TYPE 2-48 , VANED GRATE 12 /N 481.59 (W) \ 585 \ \ l u 484.20 ® F /?" " TYPE 2-48'; VANED GRATE lE OUT 481.59 (NE) 12"¢AFJN 477.99 (NE) ��oso � 2/M/E 9.4IN 483.42 (W) 48 /E OlTF 4.Z7.99 (SW) \�• O!- OUT48342(N) \ B �------ 0012IE 48°-�/ X15 - I \ STA. 295f3&18, 9.25' RT 86- , co " TYPE 1, VANED GRA 0012 2----12"___- •. \\ VE1 489. \ --_ /N 5.18(SW)� 234 DO - � I 1 \ 12" lE OU 464.68 (NF) 76 \ \ / f0 IN, \ \ j STA. 233f86.64, 9.25' L T g / 0 \ ------- TYPE 1, VANED GRATE STA. 236f43.97, 25' L T - \ \ \ C9 6 / MY 489.55 STA. �jt�-q. 3,(NW)VANED GRATE - -\14. 66 RT / V 7f IN 485.05 I \ 1, \ \ \ - - 482 - - TYPE �- 8 ; �)ANED GRA TE 12" lE OUT 484.55E- -�\ \ \\ �6I�I �%) \ R/M4b� 30 O 12 /E l 482. p0 (W) / \ 12 /EOUT 480.89�SSE,�\ \\ 112"/EIl 482100(5) \ \ \ \ \ \ -6t� 54 0 -4so_ 112" lEl UT 4 f2. 00 (N) \ \ \ \ STA. 236f40.98 -3. 48' Rr \ \ \ 1I TYPE 2 48 , VANED G'WE- / \------- R/Aa-485FL6.- 15.01'RT 1 / \ \ 12" lE IN 477.54 - -- \ STA.. #�254, - " \ \ TYPE 2-48,' I�A�VED ATE \ , \ \ \ - - - 12If /N 479.54 (NW) \ \ \ \ RIM 486.0.� - - - STA. `235f�9.67, 9.25 L _ It /E OUT 477.54 \ 12 /E /N 47736 (N) ITYPE 1, VANED 6l ATE \ / - \ � \ \ 7 \ � 12" lE OUT 4�36 E \ lM 487.40 O 6 If /N 482. �O (W) \ \ 1? IEOUT 4.62.40(E) SCALE: 1" = 40' 0 20 40 80 NOTES.• 1. SEE SHEETS C4.11-C4.14 FOR STORM SERVICE L/NE /NFORMAT/ON. 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. 04 do N�Z • byj 00 b1 S O��'� • • /W ' w co U co c� uj ~ N zU � o: � wQ o UQZZ o ui UQav�i 3 z 0 m C7 0 0 M Q) W V) �\ a -Name�Iz 0 0 'qw,or 2 LAj LAj Q Qc Ld z j v v O Q O w D v O Q � w w z z o w O 3 Q Q w w 0 0 o Q SHEET C4. 01 PROJECT NUMBER 22196 SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C4.03 483 N04 v 'cp -�- _ VAvV I � CB 38z 482 "'N4250.09 25LF\\ 12 E.• 1177200.26 V �- _� �- - - • ' 00.1840 \ / �YPE 2-48 /ROCAGE \ \ `'l \ \ \ \ ' '� 503 \ \ �, STA. 42f 43.26, 15.35 L T ;� \ \ - / "' \ \ \ / \ E 2-48 , VANED GRA TE, / lflM 476.45 \_ - \ 481 i / - \ \ ; RRhK 473.35 2 " lE OUT 470.00 » > 18- IN 464. 30 NW SCALE: 1 = 4 0 \\ \ I \ CB �3�35 •,• . $° • � \ y\ 12" lE�(iV�648o (SW) \ � � � 0 20 40 80 \ \ �' I�� \ \ \ STA. 41f42.13, 15.3'LT \ i \ " -` \ \ / 6 /E IN 465.30/(NE) / \ TYPE 2-48, VANEDI GRATE F \ \ o� \ 18 If Ot/T 4614. 30 (YE)RIM 476.44 \ 18" IE /N 468.38 O ` \ 502 18" IE OUT 468.3�SE \ \ S A. 42*45 6, 9.25' R% / /,x 1 \ \ �� \\'ti \��\ \�-��/ 5o z \\ \ 476/ 480 ,-' l v \\ \ \��R E�I;�TANEDGRAY, \ \ \ 1 // R� ,� W 473.40 6 IE/N469.90(SW) k 12 /E/OUT469.401No / \ 479 \ CD 501 C4.03 \ z �R W o CB \ 4 / // 0402 S i \ } \ \ I N I _ J STA. 4 f04.14 14- ' L T ,� / A B ��� 1 `' \ -48; VANED GRATE I L14 STA. 41f00.00, 15.35 LT \ ® __---- RIM 4�4.41 / I W TYPE 2-48 ; VANED GRATE \ \ \ 1 1 18" l� /N 466.41 (NW) / I I L \ 1 1 a 18 /1E OUT 466.41 (SE) I RIM 477.68 l \ 478 / I NorEs / I 1 18 /E /N 468.E _ \ \ 1 1 \ / / �� 1. SEE SHEETS C4.11-C4.14 FOR STORM 469.93 (N) 1 1 1 /\ _ / _ / ^ �� ' SERVICE L/NE /NFORMAT/ON. 18" IE OUT 468.93 (E) 1 11 I I "' -/ \ \ �> = _ / / \ \ \� I 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. s� o3477 CB JJ7 0 \ I STA. 39f37.69, 15.35 L T 2- 4Q ; VANED GRA TE s ss 1 I I 1 AIM 481.5�� � - / , , /OSA-6A I I / �E s Ss ----I I I 1 18 /E IN 470.90 (W) \ / / - I I I 1 6 /E /N 471.90 (N)-0 366 \ I I 476 \ 18" IE OUT 470.90E \� l STA. 2f55.06, 835'- I � I 124LF 18 \ \ 4/4- \ I TYPE 2-48; VANED GRA / ( / � � ', � ®0.0050 490E 18 / I I RIM 477.73 � �, '� ®0. 0082 / 18 /E /N 471.92 (W) 17L 18 b o 338� i 18 /E OUT 471.92 (S) ®0. 10 o STA. f30.83, 8 J"T / I \ • " TYPEZ82 VANEDGRA lER/M / V J STA. 2f55.06, 18 /E IN 1�, 0 (N) TYPE 2-48� VANED GRATE I I < • N f 12" IE /N 4 1``80 6/ z-\ / RIM 477.73 18" lE OUT 471.34(f) CB ✓`tV �\ \ �18" IE /N 472.09 (NW) l I _ 44 \ - _ I -STA. 38f25.57, 9.25' RT - 18 /E OUT 472.09 E / f 1 . ,� 24LF 12 TYPE 1, VANED GRA TE c \ \s \ () I 220E 18 630E ® 0. 717 �J \ L I I 0 0. 0141 RIM 483 84 368 I I ®0. 0241 6" lE /N 480.34 (5) s os � � � I s \ / STA. 2- 7 29 24.05 L I I l B , 39 548 '- ____-____-- J12QE OUT 479.84 (N) CB ✓b \ \ TYPE 2 48, B/R GE I l A. 1f16.93, ,53.01' LT ; - __N. 184335.99 os \ RIM 475.40 \ ' I / / YPE 2 48'; VANED GRATE -7 E. 1176727.99 1 18"IEOUT472.40(E / / lR/M48.72 `� o f TY�1, \ �\ / / / RIM 47. 3 � A / CB 34 � / � / ;, 1 473 32 (W) X ; � � 36f73.08, 15. 5' L 12" lE 47 . \ 590 % / 6" IE) 03 ss TYP 48; VAN q�TE / 6" IF 1 V�47.-82 (N) I \ / .. 50L lS /d� 2/ \ � 12- 4E IN 4 / o l 12" IE OUT 473.327Er 12" IE IN 47 . (if' i / 1 549 \ / \\ 6 IF IN 4 457(N)� \ I 12" lE 0 74.071E) � l / \\' I _589 STA. 36f 74. 87, 8. 35' RT I TYPE 2-48" VANED GRATE / 1 RIM 486.77 / 1 ��IE /N 477.00 (5) 588 / / �� / I � � / / / � • < ` 12" /E OUT 477.00 (N) \ on / / /� / \ "Yo, 587 CB 3 6 , 0 / 1 STA. 159f 98, 9.23 RT CB 3�430, 15.35' L T \ °'x x / / // - TYPE 1, V4ND GRATE �� / TYPE 2-48'; VANED GRA TE / / l 551 I \ 1' < • \ \ G'� 586 RIM 484. 9;4 \ / RIM 488.20 / / // / 1 \ h� �O,q I STA. 161 47.7 , 5 25' RT 12 /E OJT 480.14 (W) 12„ lE IN 474.47 (NW) I j / / \ p. �'qF 4 TYPE 1, ANED GRA TE 12„ IE /N 474.47 (SW) / / / / / / / l ® 240E 12" , \ 12I l OU� 479.991(W) I \ 6 /E /N 474.97 NE / CB 385 00.1221 8(f 12" STA. 159t76. 66, 8.29 LL 12" lE OUT 474.47 (SE) / / / // / / / / �\ " 0.1144 T1PE 2-4�8; VANED GRATE / / // // / / / / / l I " 574 -482 - RIM 484 96 CB J45 � / / / / 552 � / � _ � • , � h2" If JN 478.08 (E) � STA. 35f 10.85, 15.35' L T / / kp0 // // ��/ / / � / I \ CB 364 \ � \ 12 � lE N�78.08 (NW) TYPE 2-48 VANED,,GRATE � � RIM 489.00' \ „ \ A. 161f47.77, 15.35' L T / UT 478.08 / 12" IE /N 474.84 (NW) \ / / / 250E 12 Op9 / \ \ TYP -48'' VANED GRATE ; 6" lE IN 475.34 (NE) \ , / Q/ / / / ©0.3940 r �Q RIM 483. / G'B 3 _ _ _ LF DISPERSION / 3 12" IE OUT 474.84 SE / N / / r _ Cam{ ® 12 /E IN 478. E) l ' \ 5 O j 1 Q / / / _ �1G \ 573 12" IE 01I7` 478.08 i STA. 29�f52 76, 15.35 L T • ' ° �� _ 575 TYPE 2--48 , VANED GRATE RIM 4 4.02 \ 12" l IN 478.85 (NW) ?" 580E 12" \ p 34 \ 6" lE IN 479.35 (NE) ®0.0050 lA / / / / 554 CB STA. 35f9129, 9.2 T " IE OUT 478.85 (S) 170E 12 TYPE 1, VANED GRATE 00.0165 CB 384 CB 38 BRIM 488.32 STA. 298f85.00, 1 LT 576 \/ CB 387 ST�4. 159f59.70, 9.3 LT 6'"�'E IN 484.82 (SW) -TY2E 1, VANED GRA \ STA. 299*52.78, 8.35' RT TYPEy 555 �y� " lE 0Ur -484.32 (NE) RIM 484 76 - TYPE 2-48" VANED GRATE R/M 481.80 \ /E 1#,480.00 (NW) " ' RIM 484.16 12 /E IN 477.80 (N)l \� 572 12 E 0(f 480.00 (SE) 12 /E 1N 478.37 (N) , / / /, / , /i ^-� \ 571 577 .• -12=1F 06�F 4783�' {,�E) SEE SHEET C4.OZ L�j L�j Co rn Coo v CD N Q Z Q o z Q Q O U w D v O 0 � 0 w z z o w CD 3 Q w Q w w 0 Q SHEET C4.02 PROJECT NUMBER 22196 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. f-A M \ z / // \ / \\ STA. 130f65. 011 0' RAT /�/ / / / \ af / / \ TYPE 2-48'; �40x1 LOCK10 LID / SS 18"IE/N �f,� o (SW) SCALE. 1 - 40 -l" /E D.40 (NE) / ` �// 1 I 0 20 40 80 STA. 13of 34; o - _ \ I CB 304 0 TYPE_ 2 54 , - STA. 128f73.64, 14.66' L T Z �R/M 436 2 TYPE 2-48" VANED GRATE 12" lE 451.25 (N IN, \ RIM 460.16 6 /N O`l \ / 451.75 (SE) \ -460� \ \ � If /N 451. 90 (NW) b \ \ \\ �'O •• N •• ��/Z N 2 1 IF IN 450.75 (SW) \ � � IN 451. 90 (SW) z 8"IEOUT 450.75(NE- \ 18 / O�T451.90(NE) CB 322 z STA. 51f50.59, CB ✓ 02 9.25' RT,� STA. 130f07.55, 16.25 L T \ \ ti 547 \ \ \ TYPE 1, VANED GRATE yJ rs TYPE 1, R/M 456.66 \ CB 0✓ \ \ 6" E /N 456.00 (W) / r / \ / 12" lE OUT 45`1�75 (SE) / / STA. 29f59.82, 15.35' LT °` 2-48; \g 12" lE OUT 455.50 (N) C4 °2 - 457.33 546 62\ � � / \ p0 / •p0 / 18" IE IN 451.20-(sW) I \ °4.°suj ( �0 18" lE OUT 45120 (NE) 69 �0U 25' : "o \ �\ \ STA. 128f00.2 , � 1, VANE,Q GRA r� \¢ss - 54LF 18 P �� ��Q \ R/M 463.00 V A¢s8� - - NOTES. Z 2 v 00.0083 '9 `� 6" /F IN 458.60 (SZ• . 6� - 1. SEE SHEETS C4.11-C4.14 FOR STORM so \ / `Q► , 545 2""lE OUT 4_58V (NiPO- \ \ _ SER14CE LINE /NFORMAT/ON. w Q o . 61, 14.43 L T r \ - - \ \ 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. Z "' C� Q co VANED GRA TE �' \�6 0.25 ri. \ 2\\ \\\ z U Z o 454.50 (5) �' oo C0 �- \ J Q Z) �' �6, /E IN �34i50 (NW) 24 /E 461 DO Z / 6" IF /N 455.00�NE� ; � \ \ � 544 \ / 6�� \ 5x10 R/P-RAP OUTFACE U Q a N 3 \ PROTECT/ON PER DOE 78. f OUT 454.00 490 \ / \ � TABLE V-4.5.1 \26L25LF 12" COS-29 00.0385 .'• 0 0.1240 / z • o \ M STA. 50-f a , 15. 35' L T ; 489 \ - 543 LL, E4$'; VANED GRATE ;r' � \ ,,"' / \ \ \ 2 459.60 (NW) IN 459.60 (SW) �,' N xp0 ��, �bplEIN460.10(NE) �� \�`�\\�\ \\ Epp/ l / // /l \\--- z LLJ OUT 459.60 542 (SE� - - 488 �.\\ \ ,G� \ 'ems / 541-- /25LF 12 491ti, h / \ \ ° 000632 / \ ; � / `540 �� � o � 539 \\ \\ I s 48,, .78, 16.79'LT �,�' 487 �B 3 �6 \ \ \ E 'VAN GRATE , I % V STA. 50f30.31, 5 RT �� \ TYPE 1 VA�VED�GR / ' CB 305 \ l 30LF 24" ; / Z 4 466.56 (W) ,� ' ' STA. 128f03.84 15.34TL ®D.0733 � 467.06 (NE) r' l \ O RlM 465.34 r � r ( _-CC IN 461.68 (SW)TYPE 2-48" VANED GRA O OUT 466.66 (SE) , " , . - W " 486 2 If' -OUT 46118 (E) i R8A"iE N 454.50 (SW) \ / / 492 / " IE IN 453 00 (SE) J -499 \ d % 18' OUT 454.50 jSbE� / ® , \ 0. 728 LQ W 4931 85 B 329 500 4f 45.35 15.3 � . 4 5 � VANED GRATE4-72 \ \ DSO . • cj` 94 I I _ ilill /E IN 9 64 (SW) \ \ - - - i� Q O Q O 494 \ lE /N 45 NW) \ \ W v Q 4 a � O \ . ti \ /• ~ /6" IE IN 460.14 W Q o �, 28 / W IF OUT 459.14 O o 495 STA. 7 .74, 9.25' RT i CB 326 STA. 48f50.59, 16.85 L T • \ TYPE VA GRATE / \ \ 498 \ _ \ TYPE 1, VANED GRATE o �, - _ - CB � o R/M 471/97 �• \ I RlM 4 2.87 \ G STA. 44f45.35, ' RT ill . 12" IE-IN 467.24 (SW) � a _12 /E19UT 468.3 NW P CB 380 1 S\ TYPE 1, VANED�°RA 50� 6" IE /N 467.74 (NW) 484 I �'• \ R/M 467.77 STA. 124f83. 4, 8.35' RT O 12" lE OUT 467.24 (E)\ " 497 \ \ 6" IE /N 464.27 (SW) TYPE 2-48; MANHOLE V O CB 308 24LF 12 �2 /E OUT 463.77 (NE) � R/M 472.77 i � V V 0.0329 \ J 505 STA. 125f80.36, 24 lE /N 180 ( (� �. > 19' L T / / TYPE 2 48 , VANE i�RATE 24 /E OU 46180�F�)) 496 RIM 470.48 \ C - \ \ `,, i < • �" 7� \ - 12 IE IN 459. 70 (S) 508 \ 50 �\ \ ---1 l i \ 12 459.7 (E) \ \. 483 \ - x p9 ' : / 12"IEOUT 4 NE) \ .-_I / vim, \/ Q \ \ 3r 482 I �o X� .. or, / CB 38�' o = o / v \ " \v , p84250.09 vLd A \ I �4 z. k<® 25LFk\12 \ \ �r / �E 1177200.26 v v Qc c� \ ,� / �YPE 2-488/ROCAGE o Q Q Z z - \ \ 503 \ IM 476.45 \ Z Q - IN,V \ TYPES?- �IED GR� 481 lE OUT 470 / � \ / \ / \ � r C� Q v Q 6.51 E I , �av' \ r \i1 / �- GCB �8 Q O �`Ld � \ 6 /N4 .0 \ STA. 41f4213, j5.3 LT , D � y \ \ / ( \ I - / / s . 434..72, 35 L T - v O \ - \ " \ TYPES 48 , V NEDI GRATE �C , �o - �r , o � \ 12 OUT 7. >� p �, ���� / / / \ TYlE 2 48, VANEQ GRATE o RlM 47�44 ,, i ��\ R/M 468.79 \ \ � w w � \ \ 18 /E IN 468.38 () 502 r / / / i� \ AP 1 � � 18" E IN 459�90 (N / z z O 18 IF OUT 468.3 (SE) \ � / / \ 16 IN 460. NE / - 48o w �' ,�� \ i i / \ L ) 18 /i OUT 459.9Q ) o 0 o Q SHEET C4.03 SEE SHEET C4.02 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 542 4CB ill 62 460\ STA. 123f85.08, 9.25 RT \ \ \ TYPE 1, VANED GRATE RIM 473.75 \ \ \ zq \ \ \ \ 6IE / " N 468.00 (E) CB 3/ 0 \ \ \ 2 /E OUT 467.50 W STA. 123f85.08, \ \ \ p \ TYPE 2-48 ' VANED GRATE \ 539 - \ RIM 473.63 CB 3�3 \ \ \ ,``\ 12" ��1E/N 460.68 (S) STA. 121f95.55, 14.84'LT \\ \ SCALE: 1 = 40 , M 46 \ ; \ 12 /E /N 460.68 (E) - \ \ \ i 30LF 24" ' \ \ 6IE /N 461.18 (W) TYPE 2 48, VANED GRATE \ \ 0 20 40 80 \ , �, RIM 472.44 \ \ \ V 0 0. 0733 12 IE OUT 460. 68 (N) 12" IE /N 461.64 (NW) \ / 538 12" IE /N 461.64 (SW) . • e 6¢ ` \ 12" IE OUT 461.64 (NE) \ 25LF 12' i S ti ® 0. 728 ` - CB J15 `\ / 1g '535 STA. 121 f 18.28, 9.25' RT W 6YF �2S,c�O 536 TYPE 1, VANED GRATE ®\ '���' �\ RIM 471.98 \ \ . OpOSp \ \ \ 6" If /N 468.48 (SE) _ 2 12" IE OUT 467.98 (NW) C4.03 \ - - - - CB 314 404 a � 6O� \ ca.az • . ' y . \ r506 4jo` ��' \ STA. 121 f 18.28, 15.35' L T \ / 534 \ 3 TYPE 2-48"' VANED GRATE \\ °4.01 R/M471.86 \ CS ; _ b \ _ \ 12" IE /N 461.99 (SW) \ STA. 44f4535, ' RT 462 12" IF /N 461.99 (SE) TYPE 1, VANED50'j CB �U 0 , 4 \ 12" IE OUT 461.99 (NE) 0 J17 NOTES. RIM 467.77 STA. 124f83. 4, 8.35 RT I \ % � � `460\ � 1. SEE SHEETS C4.11-C4.14 FOR STORM STA. 119VANED , A T RT SERVICE LINE /NFORMA 7ON. s /E IN 464.27 (SW) � _ TYPE 2-48 , MANHOLE _ '° �A � /E OUT 46J 77 (NE) � � RIM 472.77 � B � 2 `��1,� � � � z R/M 4TYPE 170.59 VANED GRATE \ � \ 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. 24 /E /N 1.80 ( �I 25LF 12 532 6" IE IN 467.09 (SE) / 505 24" lE OU 461.80 STA. 122f26.96, 14.80 L T 0.2396 z TYPE 2-46�, VANED GRATE I �j - 12" IE OUT 466.59 (NW) CB ✓ l8 508 509 RIM 47,2 86 / ]] / O �68 ire- 0, - \ STA. 118*92.22, 14. 99 L T 12" IE IN 467.45 (SW) 510 oF�? TYPE 2-48" VANED GRATE 2" IE OUT 461.45,(N) 2 4 / 531 \ RIM 469.64 , 12" IE /N 46J 09 (NW) ,369 12" El N 463.09 (SW) G'B 38� \ / S Et1,7VANE0' GRATEL r �' CB 370 's? 530 _ 12" lE OUT 463.09 (NE) r !F - - - D/RECT WALL DRAIN TO \ / i RIM 47� 67 - -6m-. ,�"66, 9.25' RT ��� - . \ \ \ f \ ".- 4250.09 ��A 2" It /N 466.55 (SW) ,i TYPE 1 VANES GRATE \ A \ IOLF TRENCH OUTFALL \ ' /E 1177200.26 \ 511 b � � c ® \ � �YPE 2-48�lROCAGE �- \ � v IN 466.55 (NW) RIM 471.67 moos � a " 24LF 12 \ f�lM 476.45 \\-- -- /\ \ \ � / 6 „ lE T. D5�'SNE) \ � 6- ��lE /N 467.30 (SW) � �Q� � ®0.1600 9 \ 52$ 2�" lE OUT 470.00 \ \ /r. 12 IE OUT 5 �E� 12 /E OUT 466.80 (NE) O 527 CS il STA. 119f66.20, 14.80 L \512 TYPE 2-48" VANED GRA RIM 470.48 /�+p /z / i� / / /� \ 1 1 \ 1 - o \ \ •�� �\ 12„lEIN46.2.75(SW) CEO ✓� L \ \ \\ \ 48 1 1 - \ 12�� lE IN 462.�5 (SE) 524 _ / /TYP 1,1 V9�E0'GR TE RT 526 12 IF OUT 462.75 (NE) / � v 4 RIM 4 6-1 E /N 46458 (F) CS ® „ l 14 If 6U> 464.08 (NW)\ 513 � �°+ . •• \ Ta 52,168. 18�9 5' Rr j / / 001021 _ � y .. 14 / J71 \ \ \ TYPE 1, VANED G ATE 11.28' L T \ \ RIM 469.10 / I -,STA. l ,491. 51 1 .3 L/T T 1, V,4NE0 GRATE \ \ \ 6 /E /N 464.58 (NE) / / I TEE 2-4r, VINE G�AT/l - - - - - J - T I - / RIA 472.93 \ \ 12" IE OUT 464.08 (SW) / I R/M :168V // I TEI I = _ -_ 12H IN 468.10 (W) Kati > 1 l ' 525� 12 /lE lN( 463.62/(S) / 6 / 468�0 (N) 6' lE IN 461 12/ (N ) I l 12" It � J 51l4 / r \ \ 52 \ >> 1 our (ME) 74 STA. 2 18,/8. 'LT TYPE �­481 Eb GRATE RIM12 / l \ \ z 7 523 12, If /N 463. /V I I N ) CB ✓ / 2 - \ \ \ 12, lE /N 46J 76� O l \ STA. 56*27.77, 16.09 � 1 \ � \ 6 /E /N 46120 Sl� / -1,-, TYPENED _1, VAGRATE , 516 - / / / L \ \ 12" IE OUT 463. D E I x\ d' 6„ IE /N 4049 CB ✓ / / 12- IF /N 469.99 (SW) /r STA. 53f62 , 9.25' RT 94 / 12 If OUT 469.99 (E) \ \ , \ / / I / / / \ TYPE 1, VANED. GR TE L W / 0SL6A / `� \ - �� 51 l / I 5 / R/M 471.24 1 r \ / l / / / I r \ \ 6 /E /N 466105 (A(f) / I CB 373 STA. 55/ tLA4�� / , 12"IEour4s55(sw,� I f70.13, 14. 79 L T I TYPE 1 VANED GRA TE I I L R/M474.38 I 6 /EIN470.88(NW) I I *9" IE OUT 470.38 (NE) CB 379 \ \ 5i9 I / l / \ STA. 54f67b70, 14.71' L r V\�J \� l \\ / \ TYPE 1, VA M475.49h\ GRATE \\ \ \/ ��-- \�� \\ ST. 5367.7,�/ 1 / \ / \ 2t48 , /VAA/ED GRATE / \ L 6'E IN 471.59�( �\ / 5 \ / \� \ l / M 4 1.521)i\ z 1 k OUT 471.09 \ ' y1 IF IN 465 J (NW, / / I \ I �6"lE/N465.86(SW)� \ /l I I 1112 /� T 46�iO (S� / \ CB j8j\ \ �- �\ I� 4 \ ���� \ 1, 3� \I / \ \----- N.• 184335. 99 ` \ \ z 1 \ \ �4�s \ \ \� / STA. 54f00 J4, 15.3Fy L I \ \ \ 16727.99 1 \ - - 7 \ \ \ \ T�E 1, VANED GRATE Typr 1 \ R/M47. 3� \ �� LzL�\� �� / If IN �69.61 (A!W �- \ \ �\ \�12 /EIN469.11/(NE) 50L lS l I / z Z - / 12" /E OUT 46J 11 SEE SHEET C4.03 541 �, 40 i i :c 04 • byj 00 b1 S O��'� • • w U � ~ N zU w Q o Lu w( J_ QQ Z 0) L �QCLV 3 z 0 m � o 0 M Q) W V) N �\ Lo o. ,qwJ 2! o' Nn Coo v Ld 0 z Q O w �_ o Q Q' o w z z o w 3 Q w Q w ar� w 0 0 o Q SHEET C4.04 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. ± Nr\ 1 L/ _ L . . . . SCALE: 1" = 100' 0 50 100 200 Q N. Z byipwv . (7 � W co U co co � ~ N zULu � w Q o W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name�Iz O 0 ,qw-.OF Q�Qc Q > Z Q z o z Q Q O w o Q �� 0 w z z o Q w w 0 0 0 Q SHEET C4.10 PROJECT NUMBER 22196 M N SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C4.12 ICO 551 I CB J341 'Q0 / STA. 35t9.76, 132.22'LT " CB 343' . I 552 0 0.2738 \ \ \ \ � CO 552 CO 574 48 STA. 36t30.27, CB 364 32.00' LT 7LF 6» 25.00 RT \ / 553 17LF 6 42LiF 6 , ,,CO 575 00.1129 / ®0.(�1200 ; S . �,t�'1t07.25, ® ,' •^ `'. 32.00 L T 0O co-553 CB 344 �' - - �? / / / / / // STA. 35t 9.�f3 \ CO 573 575 ®o CO 576 STA. 35t90.38, 6' 554 \ 1sL STA. 160t62.80, / CP � / 0 6" lF ¢7.60 / / / / ^ OAF 61 0�00 0 0. 02 25. 00' RT 573 32. 00' L T CB 88 CO 554 ®0 ®0 16LF 6" 576 387 � / / \ / ' / OLF 0 CO 556 \ \ STA. 34t59.58, CO 72200 - - / 6» 7E 8.9 ®0�40 STA. 33t52.25, \ 32.00 L T 6 , STA. 35t75.33, CB 389 \ ' // 124.45 L T \ �g�.001 25.00' R1` C 577 555 ® Co 571 572 577 STA. 98f 03.45, IOLF,6„r , CO 557 CO 555 STA. 35t32.25, 32.00' � STA. 33t08.86 TA. 34f 10.74, _ 25.00 RT571 \ ,. \ / 6 /E 9. / / / , � 124.68 L T 3 . 0 L T 0.0214 // / / / \ 556 P Co 57b 578 00 �- -' - STA. �j4*44.8J,, Co 578 P X 6 0 STA. 297t95.9 STA. 32t56.69, Q 0 ��0 25.00' RT \ 124.96' L T 0 32.00' L T CO 569/ / 59 557 T4. 33t94. 570 579010 200 00. s /30LF 6 / STACO 532t08.48,� 4LF 6" 25.t7 ' RT 4s \ CO 579 \ /0004 ? STA. 297t34.2 '•' CB 391 1 125.21 L T \ �, ® 0200 � I 580 �\ 0' L T /E 0.j/ / ,/\` _-� \� \16LF�6" 569 » / CO 560 558 \ / 0� 0200 68 CO 580 �o�� . ` X 20 / STA. 31t56.34, � STACO 533t50.56 STA. 296t94.5 CB 125.49LT CB347 32.00LT co 567 25. o0 568 581 6 0 `��� / / F o xo X �, / \ 559 / STA. 32t94.31, \ 9IV- » / Co 561 25.00' RT I CO 581 \ / MF 6 STA. 31 t22. 37, \ STA. 296t 44. 5 , os 6 » 4 .23 •® 0. Q197 / 129.19' L T ��o �/ / o o / � 1567 32.DO LT r o �.9 / / / / 560 ` _/ 1 582 o�F 6 0 / otioo co X9 CB 394 , co 562 1 I co 582 �� o. o• ® STA. 297t25.94, 6» / STA. t91.54, �� 1 CO 566 I I STA. 295t94.5 , 25.00' RT /0 o STA. 32t45.28, 32.00' L T oor 561 CO 565 566 / 583 17L / \ \ / 1-1 " r"- / �/ / STA. 31t95.75, - 0 0.019 0 X8 5.00' Rr CO 58 'Z 357 2STA. 296*67.8 STA. 2 5t38.1 , 25.00' RT \ i / oo / I CB 356 1 \� ©0 200 32 00' IL r � 565 562 16LF 6», Co 564 584 CO 584 I 00 CB 397 X7 / / \ 0.0200 STA. 31t80.77, STA. �t45.7 00' RT STA. 295t04.81, 25.00' R� 564 32 00' L T Q \ CB 352 \ \ IOLF 6" \ 00.0200 \ IN, \ \ / v / CB 35816LF 6» v Co 585 0 \ 4 00.0444 563 \ STA. 294t65.IV 3 k \ CO 563 585 32.00' L T 16LF 6" CO X6 \ \ \ I " • STA. 30t62.98, CB 36 00.0200 STA. 295t35.32, \ �4 484 Co X1 25.00' RT CB 362 25.00' RT e i 2\ \ STA. 236t7 \ \ CB CB 361 234 00 \ \ �25LF u 7s_� \\ \\ \ 9 0. 0212 \ l �6i 23f0 \\ \ 16LF 6" \ 0 \ CO X4 \ 1 CO X3 25LF 6" ST� 23540 . 9, CO X5 CB 363 STA. 235t29.. 81 000196 25. 0 L T 18LF 6 ' � 1 STA. 233t94.88, i 25.00 L T \ 125.00' L T , 0.0756 --482 1 i I \ �I \\ / // OCD \ \ -480- SCALE: 1" = 40' 0 20 40 80 NOTES.• 1. SEE SHEETS C4.01-C4.04 FOR CATCH BASIN /NFORMA T/ON. 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. 04 Q •3 Q� ono ��,,: Q 00 � byj 00 b1 S O��'� • • w co U co c� ~ Lo zU w Q o W(n 0) �QCLV 3 0 C7 0 0 M V) N W o V) N �\ a -Name Iz 0 0 ,qwI L�j L�j o' � Coo CD N Q > Z Q = O Z Q j v 3 i� U Q O w D v O Q � w w z z 0 w O 3 (J� Q Q w ar� w 0 0 o Q SHEET C4.11 PROJECT NUMBER 22196 SEC. S. TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C4.13 STA. 42f42.77, 32 00' L T �1 �04 \ \� � A _ Xo �_-I 17LF6" co50, � �> � �> 0.1847 � A / / y \ \ \ ���'\ \ \ - _ _ �� � \ \ \ �� \ 482 ���o� � � �' .. I srA. 4 f � o, \ / ; � i � CB 382 � \ A 21LF 6" 25.00 ®0.0200 CO 481 _ � v v- I v srA. 47f7742, 503 v / C-11v v v - 481 / LO 50`2v i / v SCALE: 1 40 \ \ \ \ \\ / / • , , • ` . 6 �h STA. 42+4527, \ ; \ / / \ / \ \ "' CO 480 B 334 ^� 0 20 4o so RT STA. 47f26.97, ��� 32.00' L r \48 I CB 335 �6LF 6" \ \ \ \ o\ \ / 00.0200 502 \ \ s \ \ _ \ \ STA. 41f79.42, 25.00 RT 501 C4A3 CO 479 E Q..,4 STA. 41Jf95.00, CB 336 �;� \ \ / // =` \ RR �4,2 32. o0 L`T - I / M nn A } \\ V A 14LF 6" I _____J I - w z • 0 0.OJ21 I I i \ \_____- / F W COsrA4 4of8323 / / I/ 1 V) 32.00'LT / / III � 478 58LF 6" \ \ / / / �OSEE SHEETS C4.01-C4.04 FOR CATCH 0 0.0321 1 / i \ _ / � � SA SIN /NFORMA T/oN. 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. CO 477 \ \ 1 I STA. 40f28.94, 3200' LT SS I I I I o \ \ ,\-- \ \L1 (Z) I I I CB \ / \l s 17LF 6" \ , \ /OSA-6A / ss� ss � I � I I ' 476 \ I \ z I / CO 476 \ \ \ \ `474- / CB 366 STA. 39f38.28, 32.00 LT 41 /� 1 \\ I I CB 33 \ " 368 18LF 6" \ \ • 548 002694 Co 548 • i „--_ \ STA..�f22.25, 00.0175 � S 32.00' L T' \ o CO 590 STA. 38f23.17, i CB 3 25.00' RT 590 CO 549 _ • 45LF 6 \ 54 STA. 37f68. 000218 21LF 6" 32.00' L T 0 0.2367 ' Co 589 co 588 SOh' s / STA. 37f79. 60, ®O 0 STA. RT STA. 161f16.38, O20 I 129.50' RT 0 587 O � STA. 161f08.42, � 550 17LF 6" \ / \ 589 588 STA. 1 ' RT i 0 0.3782 \ 4a / v 0 586 CO 550 O • • ` • 8LF 6" STA. 160f58.48, STA. 36f 71. 73,, \ 0 0.1875 587 ' \ 32.00' L T \ \ 129.50 RT ")551 \ / ' : • \ _ C 365 586 I \ co 551 I CB 341 R l \ STA. 35f9 .76, 13222' L T " CB 343 N, I \ 552 0 o. 738 \ Co 552 • • CO 574 STA. 35f 28 I 488 STA. 36f30.27, \ 32.00 L T 25.00' RT \ CB 364 �k0 / / // ,��/ / / / 17LF 6 / -1 00.2847 \ � � � CO 575 ,553 17LF 6" 42L\F 6" i / STA 1¢1f07.25, • .., _ \ \ r CB4 ; 3200' L'r '4s4 - �O � CO 553 i •� � • \ \ �� / 1 AAQ /' / / // STA. 35f09.43 \ i 575 ® oo� DO' L T \ I CO 573 CO 576 0 � l 9'` \� / STA. 160f62.80, 554 16L STA. 35f90.38, \ 6" /F ¢7.60 / / / / ^ �F 6 5 �0� 00.02 25. DO' RT 573 32. 00' L T G+B 88 \ 16LF 6 576- � 387 \ \ / 0 0 w LF 6' / ��°/ CO 556 STA534f59.58, 0 0.0200 °' • \ - - - \ \ \ , CO 572 \ \/ IOU;;40 STA. 33f52.25, 32.00 L T 6 CB 3 9 124. 45' L T 9 F p� STA, J5f75 JJ,, \ \ - \ \ 555 �Q co 571 25. oo R� 572 577 \ \ CO 557 _ k STA. 35f32.25, \ GD �\ // / j® STA. 33f08.86, _ - 25.00'RT571 \------ \ \ 124.68' L T \ \ SEE SHEET C4.11 N Q •3 Q� 00 ��: Q Oo byj bls •• O��'� a0 /W w co co uj U c� ~ N zU o: cj:� w Q o W(n 0) �QCL� 3 0 Q) 0 0 M w V) o. W z 0 0 N z v v �0 v �VI V W Pz 0 Q� ZL� v� �j ooz Q � Lr Qr o O tj C� O�::� v "J Li Q Qc Nn v z N Q Z Q o Q Q O w �_ o 0 0 Q' w z z o w 3 Q Q w ar� w 0 0 o Q SHEET C4.12 PROJECT NUMBER 22196 SEC. 8, TWP. 23 Xf RGE. 1 E., W.M. f-A - s M \ /// \ / / 1 SCALE. 1 - 40 0 20 40 80 41 CB 300 1 \ \ \ \ \ b \/ \ 17LF 6" 547- \ \ \ \ 00.1 8 CO 547 STA. 130t06.42, / 25.00' RT \ \ 546 CO 546 \ \ \ \ STA. 129t47.21, \ \ \ \ 25.00' RT \ 4Ss 'VI 545 468 NO CB 302 45 \ oo�oo, CO545 \ / \\\ 460 \� \- v STA. 128t87.00, \ �62� 2. CB 30 25.00 RT \ \ \ CO53 \ p / \ �x 544 306 \ 490 18LF 6" 16LF 60 00.0389 CB 4 000200 COS-29 ; ' _ \ CO 490 • • Co 544 543 STA. 51t39.10, / \ STA. 7t 9. 2, _ 32.00' L T ®o'er � 5 ' RT CO 542 _ 489 6lp 32 o co 5�3 STA. 127t06.99, 7-- - - _� - _ o�F pyh 3 o S 127t67.99, 25.00' RT CO 489 19LF 6" STA. 50t89.85, o, / 00.0426 Qo c�4 i i \ • \ / / / \ \ / // / / �o h% / 17LF 6 32.00 L T �` CO 491 � /� CO 5410.- STA. 125t79. 98, CO ®88 353 /� h� 06 STA. 51t39.10, - 542 /� D� 0 25.00 RT / 25.00 RT i \ / r STA. 50t29.30, CO 538 oo' L T i 491 541 STA. 123t84.86, \ r y CB 307 / 540 25.00 RT 487 � `° 32 � � B�30,�` : 539 CB �yh� _ _ ' 16LF 6" / CO 540 � 324 STA. 50t 84, \ 46 90.0200 STA. 125*45.77, i 16LF 6" \ \ \ \ CO 487 25.00 RT �/ �3� i i STA. 49t94.60. �, Q' 16LF 6" / r \ lF6.y 25.00 RT 0 0.0200 486 32 00 L r �� oP>x� 492 ; , \ \ :. o o c CB 381 CO 539 CO 486,�`\ •• � goo \ � STA. 124t27.3, l STA. 49t04.47, o Co 493 r 500 , . �_ , 31.06' LT p0 STA. 50t29.43, ,� ; 17LF 6" q�2 02 RT 2lF IOLF 6" 25.00' RT l,\\ / i CO 500 0 0.1565 00.0200 493 STA. 45.2, 44t O 485 co 485 ¢ o p�hh 32.00' L T 00. �I STA. 48t97.50, h o' CO 494 / / BCO \ / \ \ ® 499 STA. 44t45.67 \ V �- � \ 4j2 p1 \ 32.32 L T � STA. 49t87.62, `, I / " CB 30 25.00' RT C 9 / 17LF 6 y 25.00' RT 0 16LF 6 �, \ 494 STA. 3t87.68, CB 330 �4,0, ; 1 32 o L T % �/ ' „ 506 so W 0 495 /� ' / 23LF 6 co 484 ' 'TA. 49t36.15, 1 498 B > o.0200 \ 0 507 ® .0?00 STA. 48t63.03, 5.00' RT \ �1�F 6 D� / 4j2� \ STA. 124*54.92, \ \ I ' _ / 32.00' L T CO 508 _ c0 498 0.0429 I „ 34.52 L T � • 495 ! coQ►�?' � , STA. >23t94.75, � `V • ` - ® -474- - " STA. 43t67.06, 505 32.00' L T I 4 4 27LF 6 B 316 CB 328 32.00' L T �Oh STA. 44t23.81, 507 " 8 0 0.0200 5OLF 6 Q � �. p 11LF 6 497 0 0. o ,� `� 0 25 0o Rr _ - 00.0200 �; \ \ CB 327 co 497 476 505 \ \ , 508 STA. 43t 17.4 / \ \ - / \ `/ \ \ \ CO 483 16LF 6" 2.00' L T �h1 CO 504 STA. 48t49.39, " - - - - - �-� \ \ � ®o. 0250 17LF 6 496 o STA. 43t7o. _ \ 5d9 32.47 L T 0 0.0394 I �° ®0 25.00'/RT , �� 1 \ \ \ 483 x • e Co 496 \ \ \ CO 482 STA. 42t42.77, STA. 47f98.26, �\ 32.00 L T �I �1 �04 319T L T 17LF 6" B 3 �' r �`� 0� \ =tom 01847 co 503 \ �; i _ - CB 382 482 �o i�� STA. 43t 10.50, / / , \ `` ow-` v •-� - V A A \ 0.0200 481 CO 25.00 R � 21LF 6" 0 \ :, , STA. 47t77.42, ,� � � \ 503 -� � \ \ 481 / -Lx 4CO 502\ / / \ \ Co 480 / CB 334 • ,� p)1 STA. 42*45.27, \ / \ STA. 47t26.97, \ / / 6� 0 L,2500 RT \ ® " 32.0o L T \48 I CB 335 16LF 6 502 \ \ \ noo CO 501 % �°c ti s \ \ STA. 41t79.42,��\ i I \ 501 SEE SHEET C4.12 `ram``' • • •°.,� N W C4.13 C4.1 w 00 � h co LLJ U C� � ~ N TEs• z = SEE SHEETS C4.01-C4.04 FOR CATCH � .- BASIN INFORMA TION. w Q o SEE SHEET C4.31 FOR CLEANOUT TABLE. ? a CCD � ool W V) ? m Z Q C a �QaV a� 0 Z Q o 0 � M V 0 a w Z 0 0 N z v �0 v �O 94 0 Q Q � ��-< PC Q7 v C� vJ L4 L4 Ld N Q> Q o z U O 0 0 0� w > O 3: (Y iw Q Q w 0 000< SHEET C4.13 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C4.13 542 STA. 125f7`1.98, \ \ \ / 25.00 RT � l i CO 538 /' 541 ; \ . /' ; STA. 123 84 86, CB 307 , 250 ' RT b 540 / 1539 ' i6LF6" ; CO54o ;' ; `- _----� `\ \ SCALE: 1 = 40 � � 46 0 0 02T � /� STA. 125 45. 77, 16LF 6" 6„ , 25.00' Rf 00.0200 \ \ \ \ \ \ 0 20 40 80 d' 002 �37 \ -11 V k C 381 CO 53� CO 537 \ \ STA. 123f56.71, \ CO 536 STA. 124f27.3 , LQ ' \ QORT 25. 00' RT TA. 122f .88, • 4�2 2 .00' RTell \ \ �� - .L14 536 535 \ W � 0 0.02 � �\ � •�1.9 6 CO 535 Co 506 , ® 6" ��� STA. 121 f 91. 08, \ \ \ ��� S2TA. 44f : 67, ' O �6� 24.98 RT \ 500 RT CB 308 ' ` \ C413 ' � A CO 534 ` �C4:,4 C4.,2 CB 330 \ r506 �4�0, STA. 121f30.94, LF 6" \ 1-1 ®OAF „� 5.00 RT 0� 0.0200 �� C4.11 \ / 0 0 0200\ co 507 o02Oo - 534 \\ 4j2 STA. 124f54r92 533 \ 32.00' L T CO 58� _ < , CO 533 / �2 STA. 123f 94. 75, 17LF 6" \ STA. 121 * 18. 71, / \ CO 505 i ` 50� 32. 00' L T ®Q3829 / 6,' 25. 00' RT / CO 532 NOTES.' STA. 44f23.81, 11LF 6" CO 509 I \ \ ®00 4 STA. 120f60.55, BF Aso\ 1. SEE SHEETS C4.01-C4.04 FOR CATCH 25.00' RT i _ - 0 0.0200 _ oo \ 25.02 RT .zpz , SA SIN 1NFORMA T/ON. 505 508 I 32OO' Lr I CB 1 , � \\� - - - - 2. SEE SHEET C4.31 FOR CLEANOUT TABLE. CO / ;' \ I CB 313 ' • : I s�� 532 STA5 510 0 119f66.20 ' JI \ \ / \ � 16LF 6" LF °moo / ��� o �6 25.00' RT 509 00.0200 / o / 6� 6� Co 530 / \ \ co 510 2 •, ¢ 531 STA. 118f95.18, STA. 57T65.47, . , 25.00' RT CB 370 1 LF 6" 30-- Co 529 CB 382 \ ` \ \ 16LF 6" 0.0200 _ _ A�118f35.23, - - 511 0 0.0350 _ - 25.00'\RT co 511 CB 314 co 528 STA. 57f34. 43, '4� Op�h 527 ,QO a CB 317 \ STA. 117*98.88, ' 5`O0I L T Co 527 \ 25. 00 RT / /\ STA. 57465.51, I25.00'Rr 512\ Co 526 \\ ` CB 316 Co 512 STA. 57f30.18, STA. 56161.51, / - - 25.00' RT `\ � � \ • � , � �� / / / / I I / / / / / \ \ 27.46 L T 16LF 6 52 0 o. o888 Li I \ \ � 16LF6" 526 \ � 0 0.0294 \ Co 524 / l �/ i STA. 52*68. 94, 17�F 6 / \ \ f� I ' \ \ 25.00 RT y ®0.01�4 62LF 6" C0/522 0 a 0 97 • . 525 \ \l STA. 52f67.86, - - CO 514 .16LF 6 25.00 L T � 319� / / � / - - - - - \ - / \ STA. 56-kJ55S, 90.1469 // N 17LF I / \ 3 31.34 L ��17Lf6 �a1-, 15LF 6" l �'0 �23 00.0941 00. 0812 l 7 �070 51 17LF 6 STA. 53f58.66, \ / 0 0. /0 0. 0206 , / 25.00'RT 52\ CO 523 / STA. � 6f 7.51, - _ X. L T � 1 STA. 117+90.72 16LF 6" i \ <' G'B 376 3200'LTCO 00.0194\ST.555*72.86, 32.00'LT\ / 17LF6 �7-1- \; \ \ 00.1124 \ 523 \ \\ \ I I 516 CO 517�° \STA. �4fLT 64.7, / / ,\ C 521 \� \ \\ l l I I l oo -474- - , 132.00/ / 18LF 6" STA-5.it66.67 I v \ I I go o2 o CB 378 CO1 2553 L r Lll `/ / \ \ / \ I j / / 0SL6A I / �\ \ '\ - \ / /51 / / srA. 54f 10.29, 521 Lu - 1 \ /\ I 58 No�� `\ \ / A (%� 13LF 6" 554f03.61, 1 17LF6 00.0192 STA1 00.0200 �STA.0491.24, 520 f \ \ I \ CB ���� •oa'L% N � byj 00 b1 S O��'� • • w U � � ~ N zU � w Q o Lu wul z 0 m C� 0 M W o �\ a -Name ILLJ z 0 0 ,qwJ " z v V 00 1-4 �Vwl V 0 v� �L� ooz Q � Q � "J Q Qc o' Coo Ld Q Z Q o z Q j v v Q o U w D O C � w z z o w CD 3 Q Q w o' 0 Q SHEET C4.14 PROJECT NUMBER 22196 n N I I SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 500 PV/ STA: 46*86.74 PVI EL: 474.90 ' 490 YLO Qo 480 �W ZZ�N �m W 2.0421 .94q-2 470 V./ 450 mt 430 500 WE M'I 470 41 Cl 430 P14 STA: 48f94. 02 PVI EL: 472.28 200.00' VC LOW PT STA.- 5 f50.59 LOW PT EL: 460.45 PVI STA: 51f 9.90 PVI EL: 461 .10 50.00' V m m rAAD invv v7uc ( 1 irl W W IL — FINISHED GRADE ( ) — 2 LF 12" PVC \ 53LF 12" PVC 62LF 12" pVC 0.0632 26LF 12" PVC 24LF 12" PVC 1,37Lf-12„ - @ 0. 385 0.0329 �°VC 00 •� cl O !� cl N h h h Lk ROAD AC HORY SCALE- 1 "=40' EXISTING GRADE A ROAD � VERT. SCA E.• 1 "=10' FINISH GRADE A ROAD is 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 1.999' 1 O �o 500 M•% MA 470 460 37LF 18" PVC 0 0. 0568 50+50 51f00 51+50 52+00 56+50 57+00 57f50 58+00 i 440 WIA 52+50 470 450 -11 430 58+50 59+00 ���� •oa'L% N Q •3 �} 00 N: Q 00 � byj 00 b1 S 0��� • • w � U C� � ~ N zU � w Q o Lu Wul 0) UQav�i 3 0 0 M W �\ a �I W v LC *--4 O\%I V Q� Z� �(j) oW oQo zo � Q� o v C� p� v Q � O v � 0 z Q O w o w > w z z O w 0 ()� c Q n Q w n 0 Q Q Q SHEET C4.22 PROJECT NUMBER 22196 N I I n N I I n N I I n N I I I O n N I I N ct O SEC. 8. TWR 23 X RGE. 1 E. W.M. 0 ❑ J z LU w LL m CKJ J J W ❑ J z Of w w m i #3 BAR EACH CORNER #3 BAR HOOP #3 BAR EACH WAY 4 FRAME AND VANED GRATE 2", 4", 6", 12", OR 24" 6" (IN) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION #3 BAR (TYP.) PRECAST BASE SECTION B TOP 24" 7 OR 8 EQUAL SPACES n DIRECTION OF FLOW SECTION O J PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP 12" (STD. SPEC. SECT. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. SECT. 9-05.12(2)) 71t CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNEF 18" (IN) MIN #3 BAR HOOP SLOT - SEE DETAIL AND NOTE 1 (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION SECTION O 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. �� �� Oe WAsy��c,G �® 41819 .A eOISTER� �s(ONAL Julie Heilman 2020.09.01 07:52:50 -07'00' CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Digitally signed by Roark, Steve Roark, Steve Data: 2020.09.09 09:45:23 -07'00' STATE DESIGN ENGINEER Washington State Department of Transportation MAP 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 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 by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for additional requirements. 3. For frame details, see Standard Plan B-30.10. GRATE ISOMETRIC RECESSED ALLEN HEAD CAP SCREW 304 S.S. 5/8" (IN) - 11 NC x 2" (IN) r GRATE 3/4" 1 1/4" I 1 I I I I I I SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 FRAME 'b V OR WASy7�� 116 ®41819 1� �FCI STSR�� 1�w� ONALFledinan Julie �1yG Feb 20 2018 12:54 PM RECTANGULAR VANED GRATE STANDARD PLAN B-30.30-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION I:,ru2720r„2'0" t1%rrc 'c67:5%AM STATE DESIGN ENGINEER MAP Washington State Department of Transportation w ❑ ❑ J Z of w IL } m z ❑ J J w 0 0 J z Of w r m CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER co N Q Z m N RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION D z •p D D U . •. D FLAT SLAB TOP Z D G' Lu D D Z D Q .p •p . � o ;. SEE TABLE Ds . MORTAR (TYP.) 0 D • D •D ° STEPS OR LADDER 1 �- �- o 0 ° D •p .;. GZ c•. .p D G Z C X •. D 'a N 12" "O" RING T SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" (IN) - 72" (IN) ONLY) TRENCH WIDTH (SEE NOTE 3) REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING PIPE ZONE BACKFILL vo va io (SEE NOTE 1) O 00 D W o� z GRAVEL BACKFILL FOR Q o� 85% O.D. ON PIPE ZONE BEDDING 00 (SEE NOTE 4) d (SEE NOTE 2) a 15% O.D. FOUNDATION LEVEL io CONCRETE AND DUCTILE IRON PIPE TRENCH WIDTH (SEE NOTE 3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL THERMOPLASTIC PIPE TRENCH WIDTH (SEE NOTE 3) PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL METAL AND STEEL RIB REINFORCED POLYETHYLENE PIPE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. 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. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 101, 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP PP ® SOLID WALL PVC OO PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" Corrugated Polyethylene Storm Sewer Pipe (See Standard Specification Section 9-05.20) (See Standard Specification Section 9-05.12(1)) 03 (See Standard Specification Section 9-05.12(2)) ® Polypropylene Pipe (See Standard Specification Section 9-05.24) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0. �Gb 6" SEPARATE BASE (TYP.) INTEGRAL BASE PRECAST PRECAST WITH RISER (48" (IN) - 72" (IN) ONLY) TYPICAL CONDITION FOR DRAINAGE STRUCTURE THIS DETAIL APPLIES TO STANDARD PLANS B-5.20, B-5.40, B-5.60, B-10.20, B-10-40, B-1 5.20,B-1 5.40, B-15.60, B-25.20, B-25.60, B-35.20 AND B-35.40. PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS CIRCULAR PIPE UP TO 48" 24" (DIAMETER) METAL DIAMETER/2 48" AND OR 36" PIPE ARCH LARGER WHICHEVER (SPAN) IS LESS OF WAsfj74,c�r� Aq -11:10 41819 .o A'CI STERF JONAL ��yG Heilman,Julie Feb202 F20 018 12:49 PM cosign CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION r D,( Ca'P'" k, 2'2 r1 Jcff t MAM STATE DESIGN ENGINEER AIIIIIII Washington State Department of Transportation CAR - NOTES 1. See Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill. 2. See Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be imbedded to spring line. TRENCH WIDTH (SEE NOTE 3) PIPE ARCHES O>r WAsfj7�coy At) �O 41819 � � ICI STBRQ' �S �ssf ONAL % Aug 17, 2021 PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN B-55.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION `�'°'•'�` Aug 17, 2021 _ STATE DESIGN ENGINEER Washington State Department of Transportation W co A W °D 0 tz ? V N 04 wQ o ? � a Q Z c U J CL N V O Z m O I^ \.J O Cl) V U-1 ❑ cn N �\ U -Name�1 z O O W W Q Q U Q� L7 N Q> Q o z Q O LLJ U O Ld 0 W > W 3:n '0_ V / Q LL Q W of a- 0 0 0 Q SHEET C4.33 PROJECT NUMBER SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 1 L/ SCALE: 1" = 100' 0 50 100 200 Q: ~: Q N. Z byipwv . (7 � W co U co co � ~ N zULu � w Q o W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name Iz O 0 ,qw-.OF Q�Qc Ld > z z Q O w o Q �� o w z z o Q Q w ar� w 0 0 o Q SHEET C5.00 PROJECT NUMBER 22196 M N SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C5.02 6"IF1482.60 \ \ ---- \ / / 551 4VLF 6" ` l , , 'QOq� / 1 � 19.359 / SSMH 418 ► �� r/ / / qF / / STA. 35f 12. 73, 5. 00' RT / / / / / / / / " I � / 6 /E 484. ( TYPE 1-48 / / \ �` 5 29LF 6" °° \ / \ RIM 489.20 / ' \ / \ 8 /E IN 475.14 (NW) / / / / / / / / l 552 6 IF 483.10 1 \ - N \ � / / / � 0 33.679 \ „ l � 482 \ \ \ \ 8" IE OUT 475.04 (SE) . / / / / / / � / 4 F 6" 48 0 1� \6X I \ 574 a > SCALE. 1 = 40 94 " 0 8.0049 ` \ \ 417 IE- 478.2o � 0 20 40 80 553 7 STA. 05.76, 5.00 RT 44LF 6 ---TYPE 1-48 6.77% '484 ` 1 Q N / / %/ ' o 0 28LF 6" RlM 488.17 575 6" IE 480.00 ' • e , P/ 8 /E /N 47458,(N 44LF 6" 0 34 6 483.70 \ I 6.259 8» IE OUT 474.48 �E� LF6" 09.929 V 554 \ 573 ' s" lE 485.50 � 576 \ \ 6 /E 483.20 30LF 6" 44LF s" 0 34.819 - - / AA/ / / / / / / 555 0 17.369 \ � I 6" IE 485.80 c� 0 16.969° - - 27LF 6" 6" lE 480.40 / 43LF 6 556 �.~ I ®59�9" 433 / < _ 6 " IE 482.80 X ° 9 6" 1E1485.80 \ 90� \ !�- STA. 299f 05.17, 6.57' RT 27LF 6" 6" 1E�481.00 " 44LF 6" �� 0 38279 44LF 6" // Q / RIM 484.69 15.219 0 5.777 ° -8 /E41 476., 9 (NW) 557 \ > > ' S79 8" If OUT 46 69 (E) / \ 6" l4 4- ..50 570 s /E 482.40 / 27LF " 4g2, 6 /E 481.70 558 44LF 6 � � I " .<• 0 4JIN, 9 I 0 36.25, 1 \ 44LF 6" I'll569 580 `�' S 49q SSMH 434 , 6-4485.00 \ STA. 297f 70. 3$,� 5. 00 RT 6" IE 481. 90 27LF s" - - x TfP 1-48 \ y<. 6" IE 482 30 R/�! 50 STA 31f 2.6, 2/ 1 RT 44LF 6 33.489 44LF 6 11. 809 �" /E l 8.60 (NW) 05687. ��x /E 0 8 50 (SE) X Ri 48 4/ / 559 ,\ , s 581 koo o � `� �Z / /F�' �f77.29 6" IE 481.30 568 sl�i 419 , \ / / 8 E 6UT 4; ,(-S �. 27LF 6" STA. 33f17.9 , 5.00 RT 560 \ 0 44LF 6 " 00Nx- TYPE 1-48" 6" It 483.00 6" lE 480.80 � • � � 567 R/M 488.08 44LF 6" \ / " 0 5.51X / k / 44LF 6 --- � I lE /N 476.22 (NW) 0 s" IF 480.03 08167. � � 6" lE 464.10 I � 8" IPEVT-476.12 (SE) 27LF 6" \ � 02.001. 44LF 8" PVC \ \ 27LF 6"\ \ JiZ o8 0 U. 0050 \ �? 0 27. 0,dr 1 6" /f 483.70 ' � xoo 44LF 6" 1562 6 It a0.6o ' 6" lE 483.80 566 0 5.63.E ' 42LF s" 27LF 6" \ \ 583 �• � . , \ 6" IE 480.80 \ \ \ \ \ \- ' • \ 6 /E 48 .20 � 27LF 6 SSMH 42 0 7.319 / \ 0 25.86% 44LF \ \ 6" P � 02.007. \ \ STA. 30178. 3, 1.89' \ 565 1 \ 0 5307,, TYPE 1-48" RIM 485.96 0 \ IE 6�%E 481.62 8" IE IN 477.61 (W) � 0�2 \ 6 27LF 68320 584 27LF s� \8" IE OUT 47751 (SE) � 6" lE\ � 0 0 22.64Z \ 6" IE 484.70 0 2 OOZ �8839' \ "5q4 \ 1 SSMH 42 ®s 8q 6 /E 48� 20 \ � �� / �e�/ ' �� • . 42LF �'" SSMH 4 � ` \ ` STA. 234f 19.55, 6.00 RT 5.8,E TYPE 1-48�40-65'��5588 C` C`MH i12 Z �y STA. 30f06.10, 5.00 \ RIM 489.12 6" lE 0 \ JJ `t ✓ TYPE 1-48" \ \ \ 6" lE /N 481.22 (W) / 29LF 6" k0 \ \ \ STA. 1-482J6*.70, 6.00' R RIM 486.69 563 \ \ �" IE /N 478.97 (5) 585 0 2.009' \ \ TYPE 1-48 , ; 8" IE IN 478.07 (NE) I \ RIM 485.47 8 8" lE IN 478.07 (S) \ \ 8" lF OUT 478.87 6N)lE 485.10 SSWI 435 \ 6 -E IN 478.47 (NW) \ o 482 " B4 IE OUT 477.97 ) \ \ STA. 29497.90, 0.00' \ �8 /EOUT478.47(SW) \� ABC - 34LF6 - 480� \ 0 1 - 6.989 TYPE 1 48"\ " RIM 490.20 \ - \ 6 479.41 - - . 6�r 0 60LF " r "� 8 p - - ., , • 6" If /N 482.28 (NE) / 9LF6" ��\\ /�\ � � o VC®0.0050 \ •� _ 8"IEOUT482.18�CS) \ \ \ 0 2. 001 38LF 6 PI/C 3 - 0 174LF 8 PlIC 0 0. 00. \ \ \ \ \ 00.0200 ��\ 234 00 F \ 1 1 \ \ 1 7s- SSCO 220 _____---------__ .01 0. - \ / \ \ \ \ \ \ RIM 4875 \ \ \ ! ��6� :. -�3 f00¢9 \ \ \ \ \ 6 /If-479.23 \ \ \ oh - r \ \ 6" IE 479.23 " ��"� �� I \ N, / \ \ \ \ - E its 479.44 °� � 0 ll 41LF 6" " \ � 9827' lE0 \ SSMH 05 5 q 425 � 1\ \6 / AF 6" STA. 232f46.24, 5.13' RT 0?.05% , ---\ - I � TYPE 1-48 R/M491.71 / �� 0'`00 \ 8" IE IN 479.94 (5) \ \ \ \ \ \\ I I I o \ 8" lE /N 47�'94.(W \ \ I \ I I \ .� \ a �E our �480� _ � � CD I'll \��478- 7 \ Z � \ \\ \\ \�--- \ \ I\ \ \ \ \\ /// � -----------IL •04 ,Q M W• 00 N�Z I uj • 00 b1 S O��'� C//3*'�'y• • • ' w co U co c� uj ~ N zU o: ck� wQ o Lu U o W(n 0) >ZQ� �QCL 3 z 0 m C) 0 M w �\ a �Ir \ Iz 0 0 L'i L'i Q Qc N Q > Z Q = O z Q j v v O Q O w D v O Q Q' w w z z o w O 3 cn Q w 0 0 o Q SHEET C5. 01 PROJECT NUMBER 22196 SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C5.03 \3 \ / x 27LF6" / _ \ \ \ \ 6„ IE 467.60 017907. 44LF s" � I 504 � S s\ .-cam 482 �� ` I l v s A. 125 6„ IE AP 467.70 ¢ ¢ s„ lE 469 �' \ \ / �/ �� TYPE 1 \ \ 81 44LF 6" a < ' \ 27LF 6" \ \ R/M 470. 1 8 /E /N \ \ \ - I \ 0 5. 359 � � � 9 17. 927. � \ / 481 / - �2�15LF 8 PV i SCALE. 1 = 40 50q IE Po IE 46810 / 27LF 6 " � \ / \ / 46LF 6" / / ® 14.73% ®?� 002 /� y i 1 / \ 0 20 40 so y \/79LF 8" PVC 480 00.0306 \ \ \ SM 4 / 3 � --� \ 50 \ \\ I 476- p STI. 41*97., 4.40' RT \ \ \ y \ \ / 502 \ \ nP1- 6 /E 473.40 \ / \ /R/ME /N 467. NW 24LF 6" �) - - - \ 8" IE OUT /466. 96 (SE) -479 lE 472.45 / \ \ O / / / \ d / \ \ C5"03 ... €- \ 43LF 6" 501 /�/ ©6.279 _ �, \ l / / \ / / C50z oI I -- - � \ I C501 - / 1 \ \ \ \ 6 /E 473.70 44LF 5q SSMH 414 STA. 41 f 16.29, 2. 00' RT / I / S 478 � \ / TYPE 1-48" I R/M 477.48 8- IE IN 469.58�) ^ \ os 1,' 6" 1E 474.40 ;' 7 / \ 8„ lE OUT 4b >4 SE) - \ �1- / / \ \`V \ I I 39LF 6 477 (Z) = ss I r 6" lE 475.80 \ \ \ - \ /OS 6A / 39LF 6" I 476 - % o ti I / \ \ `474- I I H1 I \ / I STA. 38f85.12 � TYPE 1 48 \� R/M 482.V,\ � 7' 8" lE IN 4�2.97 W) 8» IE OUT 472.87a l / I 177�F 8- PVC \ \\ � / 6" lE 478.80 , \ 38LF 6" \ � \ \ 4 \ / / l l 548 0 14.109" - \ 6" 1E 481.00 � ss i j / �/ - 33LF 6 ss s 1�47� �o _ \ 42LF 6 ) 549 014.227. \ 6„ IE 481.60 SSMH 416 v �� \ I s / I / / / J LF 6" \ STA. 37f08.61, 500' RT TYPE 1- 48 RIU 486.18 6" IE 481. 40 8" lE IN 473.96 (NW) \ 1 �50 42LF 6" �86 / v \ 589 588 8"" IE /N 473.96 (S) 0 17.229 °O , ` \ 8 /E OUT 473.86 (E) 6 /E 480.. 70 587 gyp° / / / // \ \ 27LF 6» 020.447. 6" IE 48100 586 I \ 6" IE 1482. 60 \ \ 27LF 6 6" IE 481.50 \ 0 20.167. - � 4J2LF 6" \ � � RO I 27LF s" \ SSMH 4 �8 1'� / // / / / / I ® 19.359 \ ^ ' q�.gcl \ ) ®20.479 z STA. 35* 12. 73, 5. DO' RT /I / / / / / / / / I I I SSM 09.65 3. 9 ' RT / / // / / / / �' �+ 6 /F 6" . < TYPE 1-48" / TYPE 1-48 / / _ � I RIM 489.20 / / l \ 29LF 6 \ / 8„ 1E /N 475.14 (NW) / // � // j / / / J / l 552 6" /E j 10 I 4g8 v ® 33. 679 \ ►� _ ' \ \ R/ME /N 476.14 (W) \ 8 /E OUT 475. 04 (SE) / / / 4 % � +• . < B�IE-OUT 476.04 (N) \ koo/ / 1� ®1 9 I \ 574 �\ a \ / � / / i� / 94 8 PVC ®.0049 \ MH 417 "IE�478.20 STA. 05.16, 5.00' RT 44LF � \ \ �TY�E 1. © 6. 779' --484 1__� s /E484.90 „ h •,. \ �� / / // o 0 28LF 6 o 46 N 4 575 6 /E 480. 00 8 /E IN 474.58,(N 44LF 6 O' • , ' / / 6 483.70 \ I � ®36.259 8" lE OUT 474.48 � � � p 9.929 ® \ \ 554 LF6 ' JV 09 6 If 485.50 573 \ 576 - � \ \ 6" IE 48320 30LF 6 �' 44LF 6" ®34.819 // // /� ,-,5,72 577 6„ 1E 485.80 27LF 6" \ \ \ SEE SHEET C5. 01 04 byj 00 b1S'•• O��'� w co U co c� ~ N zU w Q o: ck�cl- - o � Q Z o Z W(n 0) �QCLt 3 z 0 m C7 0 0 M Q) w V) N �\ Lo o. -Name z 0 0 �J 2! Ld N Q Z Q O z Q U Q o w �_ o o' 0 0 w z z o w CD 3 Q Q w 0 Q SHEET C5.02 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. M SCALE: 1 = 40 458_ 0 20 40 80 -- - I I - �\ INI /\ �� 21ILF8"PVC ` 5,51 H 400 ® 0.0050 A. 130f64. 73, J28' RT TYPE,I-48" \ \ %� \ 547 \ \ \ - SSMH 401 / RIM 45�50 \ � v \ \ � - �so3 �. .. idlili 8" lE IN 449.28 (SW) \ / 6" IE 4 \ STA. 128f54.05, 5.00' RT 104 8" lE OUT 44�1� (NE) / T - 28/ 6" \ TYPE 1-48» SSMH 402 °5.02 v / V / 0 14. 379 �62v RIM 461.19 STA. 127f 00. 95 5. 00' RT / , 8„ IE IN 450.43 (SW) ' \ p0 / TYPE 1-48" 5os - 8" IE /N 450.43 (NW) �k �� 546 � � \ � � 8" If OUT 450.33 NE RIM 466.59 6 /E 454.80 \\ ` \ ( ) 8" IE /N 451.30 (SW) /-__!, / \ /----��� 27LF 6" \\ \ \\ ��¢¢S6 _8"IEOUT 451.20(NE) SSMH 403 \ / � Q' \ r � � R6o- so \ / / 545 \ \ \ \ - - STA. 126f22.54, 5.00' RT 6"/E456.00 \ �62� \\ TYPE 1-48" 27LF 6" v � RIM 469.34 � \ \ � _ „ 0 20.84X \ \ \ � \ 8 /E /N 451.78 (S) 0 544 \ I I / \A6�� 8IE /N 451.78 (NW) oo 8» /E OUT 451.68 (NE) 490 - 6" IE 458.10" / COS-30 \ 27LF 6\ COS-29 6" IE 454.70 0 27.187 � \ / 543 44LF 6" l 02.0 - E 457.20 \ \ 6 /E 459.20 6" I - \ ° 27LF 6" � \ f-17.-- - - - / \ / -� - 44LF 6" \ '4 0 JO02W-INI +7 / / 542 6"IE461.JO \ - 25LF6 i \ INI / / / 488 . ' 6" If 456.96 \ 0 39.379 \ 27LF6 / IF 460.00 \ 013477. X / 44LF 6" \ \ y '� 6» IE 460.10 \ \ 359 \ 49-1 x " 41 6" IE 465..60 540 27LF 6 \ \ \ \ 487 f 6"7E 459.30 \ � � \ _ - 26LF 6" �- / 926.947. 6„ /E 0 51.489 27LF \ \ \ 6 / 466.40 539 \ \ \ \ \ \ \ » IE 46J 00 ¢66 \ 0 1 889 \ � / \ 77LF 8�' ,�I/C \� � 27L� 6" / 0 26 l / \ 0 0.0049- - - 44LF 6" �� �\ � \ 051.619 52 v / 0J.7. / `t09 I 486 6 /E 46 � 10-0 13 Pl/C � v114 g 0 0754 49, 4.67' RT I " 27LF 6" 492 \ b 6 /E 465.10 - 022.147. i v RIM 471 1 44LF 6 - " IE 458.35 lF� \ 8" IE IN' 462 91 (W) 07659 / 499 44LF 6» S� S 10�♦ 6" IE l 462,91 (N) / / . 009 \ Op t 0 - A� - I 8" IE 0 T 462'81 s 485 ¢ o ti 493 ' \ J" / \ \ � - � 6" 1E 465.70 / / / 6" 1E 462.90 \' 52LF 8» \ � v, ,cp 4�2 \ / 6 / 465.60 � / � \ V / 48LF 6 44LF 6 \ 0 0.0050 ' • , , 05.817. 28LF 6 / / 4 / 0 4.299" ° - - - 0 /20.799 I \ 46 506 , \ ; LV \ 494 I / \ \ \ 6" IE 464.40 4 o� . • . _ lV 27LF 6 E 465.20 0 6.719 _ `W \ \ ! I » 0 0.0381 f2 27LF 6" I _ \ 497 44LF 6" j Mf2i 412 6" 144LF 6" 6 /E 46690 _ V _ 484 6 /E 10� 016.81Z � ---� 5.917. \� W -474- 52 6" �495 - - \ 215A 8" Pvc V® "STA. 12.56, 6.11 RT 0 32.469 44LF 6 0 31.619 • \� \ � _ � \ 0 0.0302 TYPE ?=4 � 50� I 0 4.279 0 � " � RIM 468.37 6' SSMj7 410 125LF 8 PI/C 6" IE 466.70 \ » 8» lE /N 460.47 (N ; \ 0 0.0103 IE 465.70 5C� TA. 48f50.93, 4.67 T\ \ SSMH 41 0 5 989 - 8" IE OUT 460.37 (SE) 1-48 a6 1 � 0 , 27LF 6 \ 72.21 !E` 466.60�% STA. 47f25. 73, 5. 00' l 918.017. _�- \ 464.38 ) 44LF 6" TYPE 1-48" 496 \ ` % \ 509 _ - - - - - (E) 0 4.739 RIM 473.58 505 \ \ 6" IE IN 465.77 (NW) \ \ � ¢� � 6" If- 467.50 � \ \ I \ \ \ 4�83 - Ix 8 /E OUT 465.67 (NE) 27LF 6" \ \ I --6 -46740 r 6"/IE 467.60 017907. v v , 44LF 6" l 44LF 6" N1� 05.687. 03987. 504 �\ � > 404 \ - - S 125f 70.04 �r0� RT \ _ \ 482 / \ TYP 1, 48» \ �� \ -.o!\\\ // \\� \ \ 6"1E467.70 y. •< 4¢ I\ 6- If a'\ \\ � j �\ \ \ � - \ 44LF 6" � 27LF 6» � R/M 470.95 \ 8YS) 0 5. 359 ,� � / \ 047927. » E I N T 452 04 .� � 215LF 8 PVC\ \ \ \ \ \ 6 /E 468.10 / l `° • 27LF 6 p A0302 \ � / \ / � --®r �- 46LF 6 / 0 14.739 79LF8"PVC \ \ \ \ \ o\ \ \ 4A� / 0 0. 0306 \ \ \ STi . 4 97., , 40 RT / / \ I \ 1 - -480 \ \ \ y s \ 502, \ \ TYP�1-46 6 IE 473.40 \ RIM 474 96 / � \ 24LF 6" \ \019.687 BIE IN 467.0.E -(NW) 0 19.687 8- /E OUT 466.9E SE \ SEE SHEET C5.02 04 Q •3 Q� 00 byj 00 b1S'•• O��'� w U � ~ N zU w Q o Lu W UQav�i 3 z 0 m C7 0 0 M V) Q) W V) �\ Lo o. �I 0 r z 0 ,qwI �v Z 4 W 0 \ N Lw .!, V)� o�z h \ �Q3 Q O vi v C� � v LAj LAj Q�Qc o' Nn v Ld N Q Z Q o z Q j v v U Q O w D v O Q � W z z o w O 3 V) Q Q w 0 0 Q SHEET C5.03 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. �s2\ 542 SSMH 40J \ - - 6" IE 461.30 STA. 12VA22.54, 5.00' RT � - - - \ � STA. 123t68.41, 5.00' RT25Y \ \ \ � 4so� � \ » 6 TYKE 1-48" ! � » \ \ � \ \ 0J9. ° RIM 469.34 8" IE /N 451.78 (S) % � � RIM 473.88 \ \ \ 8" 1E /N 453.25 (SW) \ \ - 8" 1E //V 451. 78 (/V) \ � � " \ \ � lE OUT 453.15 (N) \ \ 8" lE OUT 451.68 NE) 6" IE 460.10 \ \ \ \ \ \ \ 541 6" IE 465.60 540 26LF 6" \ 27LF 6" 026.947. \ \ \ \ 6" IE 460.30 \ \ 6" l 466.40 539 ®26 62% \ \ \ 27L 6 \\ �\ 6" lE 460.50 \ \ \ V / 30LF 6" 538 023.009 \ L44• , 6" lE 460.20 SSMH 406 \ \ W . ; • i 537 \ 33L,E r STA. 121 t75.63, 5.O1 RT • lF�a a / 919.587. TYPE 1-48" \ RIM 472.59 �� _ - - 1 , ' 536 6 If 459.70 8" IE /N 454.35 (SW) \ W • ' \ \ � \ 31LF 6" \ \ 8- IE IN 454.35 (NW) \ . 52LF 8" . • \ � ��o �s 18.159' \ \ 8" IE OUT 454.25 (NE) � \ 00.0050 , , �66 535 \ \ \ \ \ UV6 4jo� 0 /� 6"-464.40 ® 227LF � 6. 71%�4�2\ 6" It 467 00- - \ � o� - � 6 �,lE 458.90 44LF 6" 6 /E 4615 90 _ / ' 27LF 6" \ ® 32.469 50 - , 0 X. 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F6®2.009& 6/E69.40 36" 0 opr SSMH \524 / I \ ' -Sr* 56t66.59, 5.75 T, 47LF 6" VC ' TYPE 167LF 8 PVC - _ 0 0.0433 i / \ L \ I \ \ \ ®0.07,17 ; R/M 472'� 8 ' 6" IE 466.80 - S A. 117 96/48, ,6 0 RT / \ 1 8 If IN 465.40 W 526 q , l " �' / 6 /E 471.00 » () 44LF 6" ^^ ` TYPE 1 40LF 6" I " " 6 /E IN 465.40 (N) 9 16.659 /RlM ©5. 449 I /E OUT 465.30 (SE) / �, 8" l� /� 56 41 (SW) \ 'ems l 66LF 8" PVC , - 525 / / " l 8" l� OUl 416.31 (NE) 0.0068 106LF 8 Pl/C � 6" lE 46�`30\ \ ®0.0053 513 \' < 44LF 6" v " l ' 6 E 470.00 " ®F0 ' S' SCO 513 XAF 6 \ 3LF 8 PVC 6 /E 465.80 \ ®� 36� � � 0.0291 � � � � 27LF 6 •/ / 6/�E 468.83 /�8� \ / � / l -- 50LF 8" PVC \ i� 026.197. \ T l l \ 6� 8.8- \ J 514 6r lE 469.00 00.0522 \ ,• 522� 44LF 6 - - - \ \ 6" 1E 465.50 05.509 \ 44LF 6" 6» IE 471.10 s ' \ 0 20. 389 44LF-6" 09.57% v 523 \ \\ \ I I \ \�% SSMH 427 , _ 516 6" IE 47g2o - \ \ / �� STA. 56t27.82, 4.42 RT i 4 F 6 / / " 6"JE 468.20 � SSMH 429 V , l TYPE 1-48" -474- - .26% " _ _ STA. 53t62.00, 5.00' L T I RW 473.64 \ ` \ / /" / � T 47LF 6" PVC 27LF 6 - � l TYPE 1-48" 8" lE IN 466.34 (SW) \ 1 I l 6 /E 4170 50 ®18.729 ill / / " \ \ \ / / 51 /7 /00.0872 0872 \ RIM 471. 33 I / _ l / 44LF 6" 8" lE /N 463.08 W � � � � IE /N 466.34 (NW) � � �/ � 94 / 0�6A / l SSMH 428 -\ / / I 9. 529 \ 521 \ \ 6" IE /N 463. 08 SW 8 If OUT 466.24 (E) STA. 55t60 6 , 5. 00' RT \ \ / / I l l � / � \ \ � �) \ 8 /E OUT 462.98 (SE TYPE 1-48 / \ / I ` �' \ i / \ ill ' I RIM 474.73 W I 6 /E /N 466.89 (NW) I � 8"IEOUT 466.79(NE) VA A / 6"1E470.40 SS H 431 \ \ 5i9 48LF6" - z STA. t69. 69, 5. 00 T \ \ / \ 0 3. 009 \ / 6 /E IN-467. 43 (NW) \ 520` \ / 8" lE OUT 6733 (SW) SSMH 4 / \ /�1&o STA. 54t16. Poo, 5.00 TYPE 1-48" I \ RIM 474.13 \ l _ R/M 474.18 6" 1E 468W f J 8"IEIN435 6»1E468.97 / \ ��/ �� \ ----- \ I \ 6 /E /N 465.79 W _ ao / \ / \ _ \ \ I \ 8o'E-OUT 465.69 (5) 4 76 SCALE: 1" = 40' 0 20 40 80 C5.03 C5 04 C5.02 C5 01 04 Q •3 �} 00 N: Q Z 00 o . cz: I � byj 00 b1 S O��'� • • w co U co c� uj ~ N zU o: ck� w Q o Lu co ol WvUj 0) '>zQL UQav�i 3 z 0 m ^ I V o o M Q) W V) �\ Lo o. -Name Iz 0 0 �J C14 L�j L�j Q Qc Coo o' CD v Nn z Q Z Q o Q u Q o w D v O Q � w z z o 3 (n Q 0 0 o Q SHEET C5.04 PROJECT NUMBER 22196 n N I I N I I N I I N I I n N I I SEC. TWP. 23 N., RGE. 1 E., W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH ALL CURRENTL Y ADOPTED WSDOT AND APWA SPECIFICATIONS AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTL Y ADOPTED CITY OF PORT ORCHARD DEVELOPERS HANDBOOK, THE CURRENTL Y ADOPTED SURFACE WATER DESIGN MANUAL AND THE COND/TIONS OF PREL/U/NARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL C/V/L ENGINEER TO CORRECT ANY ERROR, OU/SS/ON, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE A T NO ADD/TIONAL 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. SOUE ELEMENTS MA Y HA VE BEEN OVERLOOKED OR U/SSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS /S NOT ALLOWED UNLESS SPEC/F/CALL Y 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 PRECONSTRUCT/ON 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 PR/OR TO THE PRECONSTRUCT/ON MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S IN PROGRESS. 7. CONSTRUCTION NOISE SHALL COUPL Y WITH THE CURRENT POUC SECTION 9.24.050 8. IT SHALL BE THE APPL/CANT ICON TRACTORS RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INI7ATING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED UT/L/TIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS /S SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION. 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NA 1983 HARN STATE PLANE WASHINGTON NORTH FPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPR/ATE DRAINAGE EASEMENT, BUT NOT UNDERNEA TH THE ROADWA Y SECTION, 12. ALL UTILITY TRENCHES SHALL BE BACKF/LLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 13. ALL ROADWA Y SUBGRADE SHALL BE BACKFILLED, COMPACTED TO 959 MAX/MUM DENSITY AND PREPARED FOR SURFACING /N ACCORDANCE WITH WSDOT STANDARD SPECIF/CATION 2- 06.J 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 EQUIPUENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR" ANY WORK WITHIN THE TRA VELED RIGHT- OF -WA Y THAT MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REWIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL, " OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPL Y IN ITS ENTIRETY. TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTL Y ADOPTED MYTCD 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 REGULA TIONS. A T A MIN/MUM, ANY S/GNIF/CANT 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 PONC. 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 COUPLIANCE WITH THE TREE PLAN PRIOR TO A FINAL INSPECTION. THE INSPECTION SHALL ALSO EVALUATE THE COND/ION 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. BASIS OF BEARINGS N8702101 "W BETWEEN THE NORTH QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT LU16-BLA-05 RECORDED UNDER AUDITORS FILE NUMBER 201610250060 RECORDS OF K/TSAP COUNTY, WASHINGTON. VERTICAL DA TUM NA VD 88 PER GNSS OBSERVATIONS HORIZONTAL DATUM NA 8JI2011 - WASHINGTON PLANE COORDINATE SYSTEM (NORTH ZONE) GENERAL SEWER NOTES 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 /N THE FIELD PRIOR TO CONSTRUCTION. 4. TOPS OF MANHOLES WITHIN PUBLIC RIGHTS -OF -WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PR/OR TO PA ONG. 5. ALL MANHOLES /N UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND ADJUSTING RINGS PER STANDARD DETAIL. 6. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FLUSH WITH FINAL FIN/SHED GRADES, UNLESS OTHERWISE SHOWN 7. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR /N EASEMENTS MUST BE `STAKED "BY A SURVEYOR LICENSED /N 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 SAN/TARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REMAIN /N PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED ALONG WITH COLLECTED DEBRIS AT THE T/UE OF FINAL INSPECTION AND /N THE PRESENCE OF A REPRESENTA TIVE FROM PUBL/C WORKS. 9. THE CONTRACTOR SHALL MAINTAIN A M/N/MUM OF TEN FEET (10) HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER LINES. ANY CONFLICTS SHALL BE REPORTED TO PUBLIC WORKS AND THE ENGINEER PR/OR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL ENSURE AND VERIFY THAT NO CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EX/SING UT/L/TIES PR/OR TO CONSTRUCTION. 11. M/N/MUM COVER OVER SEWER PIPE SHALL BE F/VE FEET, UNLESS 0THERW/SE SHOWN. 12. SIDE SEWER DEUOL/70N SHALL BE PERFORMED PR/OR TO REUOVAL OF BUILDING FOUNDATION. THE SIDE SEWER FOR EACH BUILDING SHALL BE ABANDONED FROM THE BUILDING CONNECTION TO THE EDGE OF THE PUBLIC RIGHT -OF -WA Y, OR PROPERTY LINE. THE CONTRACTOR SHALL CAP THE END OF THE SIDE SEWER STUB TO REMAIN /N PLACE. SIDE SEWER DEMOLITION SHALL BE PERFORMED /N THE PRESENCE OF A REPRESENTATIVE FROM PUBL/C WORKS. 13. AVOID CROSSING WATER OR SEWER MAINS AT H/GHL Y ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN UT/LIT/ES SHOULD BE 45 TO 90 DEGREES. 14. AT POINTS WHERE EX/STING THRUST BLOCKING /S FOUND, MIN/MUM 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 SPEC/F/CAT/ONS. 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 PR/OR TO TESTING SEWER LINES. 16. ALL TESTING AND CONNECTIONS TO EX/STING MAINS SHALL BE DONE IN THE PRESENCE OF PUBLIC WORKS STAFF. 17. SIDE SEWER STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME T/UE THE MAIN SEWER /S TESTED. 18" ALL GRA V/TY SEWER PIPE SHALL BE CLEANED AND FLUSHED AFTER BACKF/LL/NG AND COMPACTION IN ACCORDANCE WITH SECTION 7-17.3(22) A OF THE WSDOT STANDARD SPEC/F/CAT/DNS" THE PIPE SHALL BE CLEANED AND FLUSHED BY PASS/NG AN INFLATABLE RUBBER BALL THROUGH THE COMPLETED SECT/ON 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 EQUIPUENT SHALL INCLUDE TELEVISION CAMERAS, A TELEWS/ON MONITOR, CABLES, POWER SOURCES, SIDE -LAUNCH CAPABLE /F NECESSARY, AND OTHER EQUIPUENT. FOCAL DISTANCE SHALL BE ADJUSTABLE THROUGH A RANGE FROU 6 INCHES TO INFINITY. THE CCTV EQUIPUENT SHALL INCLUDE A DISTANCE MEASURING INSTRUMENT (DMl) TO UEASURE THE HORIZONTAL DISTANCE TRAVELED BY THE CAUERA. THE DM/ READOUT SHALL APPEAR CONTINUOUSL Y 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 STORU OR SANITARY SEWERS, THE LENGTH /S MEASURED FROM THE CENTERLINE OF THE MANHOLE OR CATCH BASIN TO THE CENTERLINE OF THE NEXT MANHOLE OR CATCH BASIN. GRAVITY SFAER 8" TWO-WAY CLEANOUT ASSEMBLY FRAME AND UD 6'K4' ECCENTRIC REDUCER PER SPECIFICATIONS 4' SEWER LATERAL J ��y T FINISH GRADE IN PAVED AND GRAVEL ROADWAY AREAS PLANE EX. ROADWAY A NECESSARY, OVERLAY TO MAINTAIN PRECAST GRADE RINGS EX. FREEBOARD AT CURBS. ' m TOP OF CONE SECTION SERVICE 6' SERVICE CONNECTION PIPE, OR FLAT SLAB CONNECTIONROPE AT 1T4' PER FT. (MIN.) 2" GRIND AND OVERLAY WYE FITTING SAW CUT (TVP EXTENTS PER STANDARDS _ 9. 1;24• a w PLAN TOP WIDTH OF m i PROPERTY LINE EX. A.C. PAVEMENT TRENCH =D+36" TYPICAL TOP SECTION SURFACE 12" 12" 8' GLUE -ON -SCREW -ON CAP FIBERGLASS VALVE EX D THE LATERAL BOX AND COVER . BEYOND THE PROPERTY zi CARSON INDUSTRIES LINE AND UTILITIES. OR APPROVED E UAL i 'Q EE CHAPTER 6 FOR APPROPRIATE ` F PAVEMENT SECTION 6" RISER PIPE LENGTH _ WARNING TAPE PER SPECIFICATIONS FIRST PIPE ..1 6" TWO-WAY CLEANOUT 3'-0' (MAX.) Sr TRENCH BACKFILL MATERIAL, COMPACT TO 95% GRAVITY TO RESIDENCE SEWER MIN 8'.4' ECCENTRIC REDUCER GENERAL PLAN OF 8' SERVICE PVC SEWER PIPE CHANNEL INTERSECTION - CONNECTION PIPE a a PIPE BEDDING MATERIAL U LI y AS SPEQFlD) ¢ PIPE BEDDING MATERIAL O.D.+24" OUNDATION STABILIZATION rc FRAME AND UD rc ZCOMPACT T095% (36'MIN.) MATERIAL (AS REQUIRED) i v PER SPECIFICATIONS i SECTION 3 FINISH GRADE z INSTALL LOCATOR HARE ON ALL GROUT LAYER m LATERALS TO THE SEWER MAIN Wr /4 REBAR a o NOTES: �, c 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT GRADE RINGS 0 6• PRECAST 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). FORMED CONCRETE ECCENTRIC CONE COLLAR FOR OUT OF W y PAVEMENT CONDITIONS NOTE: 0 o a CONNECT ALL SERVICE CONNECTIONS 8" AND LARGER AT MANHOLE. MANHOLE FRAME COLLAR DETAILS TO BE APPROVED BY CITY ENGINEER. h ry UNPAVED AREAS n W EST. 1890 DRAWN BY IDS w Est. 1890 DRAWN BV IDS O ESL 1890 DRAWN BY IDS ll TRENCHES AND PIPE CONNECTIONS A D MANHOLES C o n/III/...rl LATERALS AND SERVICE CONNECTIONS B i �W�-W�W� DATE i123/2019 () DATE 1/3OI2019 U' W/-�/ DATE 1I312019 w ORCHARD SCALE NTS ORCHARD SCALE NTS ORCHARD SCALE NTS SEWER TRENCH DETAILS TOP SECTION AND CHANNELIZATION SINGLE SERVICE CONNECTION J'`� DRAWING NUMBER 900 DRAWING NUMBER 822 i DRAWING NUMBER 941 _ TOP MANHOLE TOP MANHOLE FRAME AND LID FRAME AND LID TOP MANHOLE zX 11• CLEAR OPENING LOCKING CLEANOUT N Z Q 4' 2'-0• so. OLYMPIC FOUNDARY CO. NO. M1025 OR FRAME AND LID f PAVEMENT APPROVED EQUAL pp i0 12' 4" MIN, 12" MAX GRADE RINGS 34 PINSIDEANDOUT I I. FIRST STEP MAXIMUM 1--F CONCRETE 18" BELOW LID PRECAST ECCENTRIC CONE a TOP SLAB 72" DIA' /\\ GROUT PRECAST CONCRETE (UNLESS OTHERWISE 24" ? RINGS MUST BE CAST 412' (TYP) WITH GROOVE TO FIELD • PVC PIPE (SCH 40) 45" BEND SPECIFIED) INSTALL SAFETY STEP 0' MIN - PRECAST EMBED AD 3 BRASS PIPE EARTH OR EL PRECAST RISER SECTION � EMBEDDED 3" INTO MANHOLE i a0 N WALL WITH EPDXY (TYP) GRAVEL 45' BEND 00 2" 6" (MIN.) 48" RUBBER GASKETS a / ' /�\ / FIBERGLASS VALVE BOX AND BETWEEN PRECAST ? SADDLES SIZE ROMAC 101S / COVER CARSON INDUSTRIES SADDLES ON 3' CENTERS / / / J� OR APPROVED EQUAL SECTIONS 2% 45' BEND ' MORTAR 24 IN 8" SIDE SEWER 1 MANHOLE 45' BEND �+(j 0 0 D o PLAN VIEW GRAVEL BASE (6" MIN.) / w 9 CAST IN PLACE BASE SECTION PRECAST BASE SECTION a STRUCTURES GREATER THAN ism. a 25' TGRAVEL REQUIRE SPECIAL DESIGN MANHOLE TO 95%OF MAXIMUM DENSITY TY a w NOTES: 3 (STD NOT AVAILABLE). PROFILE VIEW 3 6" SIDE SEWER H F 1. MATCH CROWNS OF SEWERS. - 2. FOR CAST IN PLACE BASE CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF THE PIPE. 11 0 3. FOR PRECAST BASE, USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. NOTES: D 0 4. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE JOINTS WITHIN 1 N2 PIPE 1. PROVIDE TWO 24• ACCESS LIDS. Qo F DIAMETERS OF THE MANHOLE STRUCTURE. 2. MANHOLE SHALL CONFORM TO GENERAL NOTES AND ALL APPLICABLE REQUIREMENTS OF STANDARD MO. F 5. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN 2"-0" ABOVE THE TOP 3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASHTO M199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE NOTES: OF THE MAIN SEWER. 1. IF NOT PERMANENT END OF SEWER USE TYLOX GASKET OR APPROVED EQUAL, AND SECURE WITH WIRE PIN STANDARDS AND SPECIFICATIONS. � OU �8 `c 6. IN UNIMPROVED AREAS AND EASEMENTS, MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" 4. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000.NON-REINFORCED CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS o THRU HOLES DRILLED IN HUB. IF PERMANENT END OF SEWER USE MORTAR TO SECURE PLUG. m ABOVE FINISHED GRADE. 3000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 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. 7. MANHOLE RING AND COVER SHALL HAVE A CLEAR OPENING. WORDING ON COVER SHALL BE "SEWER" IN 3" m 5. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED $ n 3. RESTORATION SHALL BE IN ACCORDANCE MATH CHAPTER 6. w RAISED LETTERS. KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT, PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS 8. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C-443 SPECIFICAITONS. ? OTHERWISE APPROVED BY THE ENGINEER. i 4. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 0 0 6. ALL MANHOLES SHALL BE LINED PER CITY OF PORT ORCHARD STANDARDS AND SPECIFICATIONS a 1j 7. TOP SLAB MUST MEET HS-20 LOADING CRITERIA. 1j 0 a o 0 Est. 1890 DRAWN BV IDS w EST. 1890 DRAWN BY IDS W E.L 1890 DRAWN BV IDS e �O MANHOLES A �� e 7e!"R4C MANHOLES J 9 Opl CLEANOUTS Ai DATE 1/302019 i i ORCHARD SCALE N HARD SCALE NTS ORCHARD SCALE NTS MANHOLE DETAIL 48" _ MANHOLE GREATER THAN 15' SEWER CLEANOUT DETAIL O' DRAWING NUMBER 920 z�'� _s- DRAWING NUMBER 928 i �� DRAWING NUMBER 960 PRECAST WALL SECTIONS AND CONE LEGEND: AS ON STANDARD 48" MANHOLE WITH O WX4" ECCENTRIC REDUCER RUBBER GASKETS BETWEEN PRECAST O 4• PVC SEWER PIPE, SDR 35, ASTM D3034 PRECAST SLAB SECTIONS. 4.45"BEND O4 4-TWO-WAY CLEANOUT PRECAST 48" O SOIL PIPE - MINIMUM OF 2 FT BEYOND BUILDING FOUNDATION WALL SECTIONS I O6 RUBBER RING ADAPTER -SOIL PIPE TO SEWER PIPE BUILDING (SINGLE-FAMILY RESIDENCE OR DUPLEX) Z z MAXIMUM PIPE 72" SIZE 42" 6 30" MIN. CLEAR 18" MIN. DEPTH 2% O TOP MANHOLE RUBBER GASKETS FRAME AND LID BE7WfEN PRECAST O a CRAPE RINGS SE07OW5 3 PRECAST 2 EGL^ENTR/C CONE �n 0 (UNLESS 07HERINS£ 3 7)RO) )0:. 0 6^caP SP£gF/EDJ 4. 2 PRECAST RISER PRECAST BASE O Q SEGROW ROPERTY LINE GRAVEL BASE SECTION o -� w (6" MIN)- 6RAWL BASE \\ NOTES: (6" MIN) 6"TWO-WAY Y"TWO-WAY m CLEANOUT CLEANOUT NOTES: ASSEMBLY ASSEMBLY 1) ALL CONSTRUCTION REQUIRES A PERMIT AND INSPECTION PRIOR TO r 1. PROVIDE A MINIMUM OF 0.1' OF FALL ACROSS THE MANHOLE BASE FROM INLET TO o COMMENCEMENT' HALL BE LAID FILL. F 2) SEWER LATERALS SHALL BE LAID IN A STRAIGHT LINE BETWEEN BENDS, OUTLET. CHANGES IN LINE AND GRADE SHALL BE MADE BY BENDS OR WYE NOI S: 3 "LATERAL FOR SECOND 2. USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. ADDITIONAL SERVICE SERVICE CONNECTION (IF FITTING. 1. MATCH CROWS OF S£I{£RS 3. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE _ FNEEDE°> NEEDED) a> SEWERNDMAXIMUM LATERALS SHALLGBE OF AID AT GRADENLSS OF 2% PRIOR 2 FOR CAST IN PLACE BASF CCW57RIlCT IN RELO CHANNEL AND SHELF TO THE CROW FOOT) AND MAXIMUM GRADE OF 100%(1' PER FOOT) UNLESS PRIOR JOINTS WITHIN 1 % PIPE DIAMETERS OF THE MANHOLE STRUCTURE. o APPROVAL IN WRITING IS OBTAINED FROM THE CITY ENGINEER. L THE APE. 0 4. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN FSIDE SEWER 4) CONNECTING DOWNSPOUTS AND AREA DRAINS TO THE SEWER SYSTEM J FORPRECAST BASE USE GRAVEL BACKFILL, 6"MIN. COMPACTED DEPTH UNDER 1HE Z. 2'-0" ABOVE THE TOP OF THE MAIN SEWER. IN UNIMPROVED AREAS AND EASEMENTS, ISPROHIBITED UTSAAND QUIREDFORLATERL 4 ALLR161DPIPEEN7ERINGORLEANNGTHEMANHLX£SHALLB£PRONDEDWN F 5) CLEANOUTS ARE REQUIRED FOR LATERALS EXCEEDING 100 FT., AT ANY MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" BEND EXCEEDING I/8"BEND(45")ANDWITHIN TEN(10) FT OFABUILDING FLEX/B(E KXNTS IN7HlNIP/PEO/AME717tSOFTHE MANHaE S7RUC7URE. 5. ABOVE FINISHED GRADE. FOUNDATION. s INSTALL DROP MANHOLE CLN✓NECRON IF INDERT OF ANY TNCUM/NC SE{{£R /S MORE 6. MANHOLE RING AND COVER SHALL HAVE A CLEAR OPENING. WORDING ON COVER SHALL ° 6) FROM MAIN TO CIL NOUT AT PROPERTY LINE SHALL BE W PIPE- FROM THAN 2'-O'ABOYE THE TOP OF 7HE MAIN SENER. BE "SEWER" IN 3" RAISED LETTERS. m PROPERTYUNE CLEANOUT TO BUILDING SHALL BE 4* FOR SINGLE 6 WLINIMPROIED AREAS AND EASEMENTS MANHOLE SHALL EXTEND A MINIMUM OF 2" $ 7. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM y FAMILY RESIDENCE AND 6" FOR DUPLEX. CLEANOUTS ARE REQUIRED AND A MAXIMUM OF 4' ABOWRN/SHED GRADE. EVERY 100 FEET OR PORTION THEREOF, AT ALL CHANGE OF 7 MANHIX.E RING AND COl2"R SHALL HARE A CLEAR OPENING HORDING OV COVER - C-443 SPECIFICAITONS. - DIRECTIONS AND AT THE PROPERTY LINE. SHALL BE sEXR"IN 3"RAISED LE77ERS B ALL MANHOLE ✓ANTS SHALL USE A CONFINED ROUND RUBBER GASKET MEE77NG AS7M C-443 SPEaRCA MONS. EST. 1890 lC.N.Y ID6 w Est. 1890 DRAWN BY IDS �O MANHOLES B o �� LATERALS AND SERVICE CONNECTIONS A 0 DATE 1/302019 c9 DATE 11J12018 W ORCHARD MANHOLE DETAIL 72" scALE NTB ORCHARD TYPICAL SFR SEWER LATERAL SCALE NTs SHALLOW MANHOLE DETAIL DRAWING NUMBER 921 DRAWING NUMBER :? v. - /,I v U-1 04 CO U CO 00 � ~ N ? U w C)4 w Q o � U-I a U-i V) J Q Z 0) C UQac�n � N Z 0 m O 0 M W N N h a �v 1-4 1 V U) ; o \ O 1u,1 \ \ N Q \ "- O C'S o vQ� z� L v C� � v W 4u Q Q � Q > Q Q K 0 W W W z z U w Q w 0 w Q SHEET C5.31 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 1 L/ _ L SCALE: 1" = 100' 0 50 100 200 Q: ~: Q N. Z byipwv . (7 � W co U co co � ~ N zULu � w Q o W(n 0) > L Q �QCL 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name Iz O 0 ,qw-.OF Q�Qc Q O w o Q �� o w z z o w 3 Q Q w w 0 0 o Q SHEET C6.00 PROJECT NUMBER 22196 M N SEC. 8 TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C6.02 r. 1551 ol v / \ / / / I \ w \ y \ —482 • 552 \ I40 574 1N8"x6" TEE (�✓��L) 6j�`' \ / / / N ' / 1N6" GATE VAL �3 \ 1 PO/ / // / // �\ \ 13LF6"DI 573 1-FIRE HYDRANTASS? 554 575 576 / / 00 / / � / 34�3 . 5, 6.00' L T - � 1 Of20.68, 6.00' L T (RJxFL) \, moo, N8" TEE (FLxFL) 1-6" GATE L l/E (FLxRJ) '' \ 2-8" GATE VAL I/ES (FL R✓) o� — / 13LF 6" DI � � � 572 ��8" ADAPTOR V� 1,FIRE HYDAN SS Y \/ �-299*02 82, 3.15 L T ' 555 \ \ N8" 22.5' BEND (R✓) / J / / / / // k \ & 577 571 43, 556 / 297458.92, 6.00' 570 1N8 TEE (FL)— \ 557 PO I 2N8" GATE VAL VfS (FLx 8" ADAPTOR (FLxR✓) 492— 579 558 ��l 580 2961-�98� 93, 0 L T Ix 1N6" GATE VAL �E� &Ll) 559 g�F 568 13LF 6" Di �� I 1-FIRE HYDRANT ASS'Y 581 \ 238f21.31, 2.50 L T \ / / / / ' 18"x8" CROSS (FL) / / / .31f j00, 8.15' LT � \ � � I 521 � '", 308+72.51, 6.00 LT \ �o�xo 1 18 11.25' BEND RJ �A 1 8 CAP (RI) 1-j"'GATE VAL I/E (FLxR✓) ) j / / / / / / O / 566 V / I g 1-BLOW OFF A 3`Y \ 1 561 583 v v / I J07L77.79, 9.22' L � ` "' r • \ I \ \ / / 0 I 1 8 11.25BEND (fJ) \/ 565 I P \ \ \ \ \ \ �564 \ \ 294f 42.78, 6.75' L T \ \ • \� /� ���' 'Qp\ \ a 563 \ \ 1N8"x6" TEE (RJxFL) \ �hx / '90 A 30f 43.27, 6.02' L T 1�6" GATE VAL l/E (FLxR✓) 294f3 . 14.64' L T ` 1-8"x6" TEE (RJxFL) 12LF 6 D/ 1-8" h25' B (RJxFL) \ k� \ \ y 1-6" GATE VAL off-(FLI-FIRE HYDRANT ASS'Y 1N8" Z 5' BEND ✓ \ \ 12LF 6" DI \ 585 294f04.23, 7.14' LT I 1-FIRE HYDRANT ASS? \ \ 1N8 11.25' BEND (R✓) _ °` , •• 232f46.54, 4.89 L T , IOLF 8" DI I 1-8" 11.25' BEND (RJ) \yes-- '� •., - ;'• I�al 231f81.93, 9.96'LT 1N8 CAP (R✓) \ � I -AIR- VAC ASS'Y \ I — \ 8--D-- 234491200 235f92.43, 5.00' L T � � � �-. \ � • < o � 1,8- "TEE (FLxFL)co 2- GATE VALVE-5 (FLxR✓) � � � �\ �� � , �1-8—ADAPTOR / \ 1 I 232f55. 70, 5.27 L T g 9LF 8" DI 1 8 CROSS (FL) v / ,3N8 " GAZE I/AL l/ES (FL)(R✓) — —4821N8"ADAPTOR�F4xR✓)IN, 0 3 99' L T 4ao— _ _ I 280+23.74, 2 / CD 1N8- CAP (RJ) I -&OW OFF ASS.?/ —--------------- 7 L L/ �� \ —476 — 4 4 SCALE: 1" = 40' 0 20 40 80 NOTES 1. PER COPO PUBLIC WORKS STANDARDS, ALL WATER MAIN PIPE SHALL BE DUCTILE IRON, RESTRAINED JOINT PIPE. 2. THRUST BLOCKING REQUIRED ONLY WHERE NOTED BY CITY ENGINEER. 3. WATER SERI9CES SHALL BE 1 " FROM THE MAIN TO THE METER. WA TER METERS SHALL BE 518" 04 � 00 S O��'� Vb1 • • /W ' w co U co c� ~ N zU o: ck� w Q o Lu w(n '>zQck� �QCLV 3 z 0 m C7 0 0 M V) Q) w V) �\ a uj -Name Iz 0 0 ,qqwI Llj Llj o' In v Ld z j v 3 i� U Q o w D v O Q �� o w > z z O w 3 Q Q w ar� 0 0 Q SHEET C6. 01 PROJECT NUMBER 22196 SEC. 8 TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C6.03 483 i&f.7V I I I V A I X 46f68.72, 7.07' L T _ A 504 \"� 47f56.91, 6.00lxrL) -8x6"EEs \ \ \ _ '� A A \>�� V I^, GATE V L VE (FLxR✓) \ �!� 482 18LF 6" Dl \ / \ � `� �- � � � � _� �� 1NF/RE RANT ASS?�� m• v . \ \ \ \ � \ 503 \ \ / 41 *96. 92, 6.69 ' L T » > 481 �/ — 1N8"V 1.25' BE-4 R✓ / \ / SCALE: 1 = 4 0 \ \ \�\ \ \ \ 141*9145 5.65 Lf � �� -�� \ �- — \ \ \ \ \ 1N8 TEE (FL j�FL)/ \ \ i 1 / \ \ 0 20 40 80 2-8" GATE COAL S FLxRJ 6LF �" D/,502 41f16.44, 9.29 Lr `� I 1N8" 22.5' BEND R✓ \ $ \ I � \ \ 480 J CD L1 C6.03 C6.04 ' v o\ C6.01 W tij / I 478Ln NOTES �> 1. PER COPO PUBLIC WORKS STANDARDS, ALL WATER MAIN PIPE SHALL BE DUCTILE IRON, RESTRAINED JOINT P/PE. N I\ n N3 477 2. THRUST BLOCKING REQUIRED ONL Y If NOT WHERE NOTED BY CITY ENGINEER. J WA TER SERVICES SHALL BE 1 " FROM / ss so _ / THE MAIN TO THE METER WA TER ss I I I \ _ _ — — — \ I 9.63' LT \ /OS 6A / METERS SHALL BE 5/8. � s ss I I 39f 17.01, 1-8 x6 TEE\ (R✓xFL) \ 476�" 1-6"6ATEALVE (FLxR I / — ti \ \ 1NFIRE\IYDRANT ASS?\ I / ( I 2f91.43, 6.00 L T 1 / / I 1N8 TAPPING TEE (FL) 1N8" GATE VAL VE (FL)(R✓) J8f84J6, 6. DO' L T — I 1-8" 11.25' BEND (RJ) \ >'/ \ V 1I LF 8 D/ IOLF 8 DI A 38f7J 77, 6.25' LT \� \� \ I-8';,TEE(FLxFL) \ 2N8 GATE VAL VES FLxR✓ \ M 1N8 ADAPTOR 548 590 549 109, 6.00'LT — o I / I / / l 1N (FLxFL) 589 I 1 8 'ADAPTOR S (FLxR✓) 162f61.26, I ' 6.00 LT 1N8'W' TEE (R✓xFL) I 588 q-6" GATE VALVE (FLxR✓) \ I 50 \ o l V W 6 Di 587 ; I —FIRE HYDRANT ASS? \ 586 CD 1551 .. .9F 2p6lF I \ v $ 552 \ I 4 574 ol / \ \ 1�557, 6.00'LT \ / / � / / / , � 1N8 x6 TEE (R✓�r�L) 6�1F \ \ �'^� \ 43 / j1 AQ / // // /j �\ \ IXF6"DI \ Ir' 573 1—FIRE HYDRANT, S5'Y 554 ` _5Z5 576 0 \ \ 10f20.68, 6. 00' LT_ _ A \ > 8"xF E RJxFLL \ N8" TEE (FLxFi) \ ( ) 2N8" GATE VAL VES (FL RJ) o,� \ — — — 1 9f54.17, 6.00' L T / 1-6-GATE L VE (FLxR✓) \ / / / / IXF 6" DI \ \ \ X-8" ADAPTOR \/ N8" CAP (R✓) 1NFIRE HY2R 4N SS'Y 572 —299* � 82, 3.15' L T 1—AIR— VAC ASS'Y 555 .8" 22.5' BEND (R✓) SEE SHEET C6. 01 04 byj 00 b1S'•• O��'� W co U co c� �~ Lo zU �cj:� wQ o Lu ol �Qz? o WvUj 0) >ZQc �QCLQ') 3 z 0 m C7 0 0 M Q) W V) �\ a -Name Iz 0 0 'qwJ 2! Qc Qc Co czi o' Nn v CD z Q O w v O Q Q' o w z z o w 0 3: al� cf) Q w Q w w 0 0 o Q SHEET C6.02 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. \ \\ \ J \ o � o \ 4;v" 1 1 SEE SHEET C6.02 •460-, 62 \ SCALE: 1" = 40' 0 20 40 80 C6.03 � C6.04 C6.02 C6.01 NOTES I. PER COPO PUBLIC WORKS STANDARDS, ALL WATER MAIN PIPE SHALL BE DUCTILE IRON, RESTRAINED JOINT PIPE. 2. THRUST BLOCKING REQUIRED ONLY WHERE NOTED BY CITY ENGINEER. J WATER SERIWCES SHALL BE 1 " FROM THE MAIN TO THE METER. WA TER METERS SHALL BE 518" &0� \ 509 �v Q N. Z . (7 bl s �;3,2; ..W W co U co c� � ~ N zU � �� wQ o �QZz o WvUj 0) >ZQc �QCL 3 s z 0 m C7 0 0 M V) N U-1 V) �\ U -Name Iz 0 0 ,qw,or 2 L'i L'i Q Qc LQ Ld N Q > Z Q = O Z Q j v v U Q O w v O Q � W Z Z O w O 3 V) Q Q w ar� 0 0 o Q SHEET C6.03 PROJECT NUMBER 22196 M N SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. ,7- -- - -- -1�46� -- -- -- -- \ 542 541 126f33.63, 6.00' c T b 1N8" TEE (FLxFL) 540 M - — 2N8" GATE VALVES (LxR✓) SCALE: 1 = 40 O �� 1-8 DAPTOR l ; 539 \ \ \ \ ` \ \ 0 20 40 80 V l 538 \ 123f09.4J,, 6.00-L- , \ \ 1N8"x6" TEE (RJxFL) \ ill • .. \ 1-6" GATE.-VAL VE,(FLxR) 121f86.63, 6.00' L T W i 537 \ 14LF 61"DI I - 8 TEE (FLxFL) ' ' RO.Q� , / I -FIRE HYDRANT AS Y 2N8" GATE V l/ES (FLxRJ) §� 4— / 536 \ \ 1N8" ADAPTOR .......535 — \ .., C6.02 v r506 4j0, v v C6. 01 _ 534 \ \ \ 119156.84, 6.00 L T 1N8'W' TEE (R✓xFL) �� 1N6"GATEVALVE(FLxR✓) 50�� I . • , 8 0, > 533\ 12LF 6 DI I -FIRE HYDRANT ASS'Y NOTES 5O5 \ \ 508\ I II , . I / \ \ 1. PER COPO PUBLIC WORKS STANDARDS, \ 532 \ ALL WATER MAIN PIPE SHALL BE \ \ \509 119112.63, 6.00' L T DUCTILE IRON, RESTRAINED JOINT P/PE. \ --510 O �68 st66 �� — \ 1N8"" TEE (FLxFL) 2. THRUST BLOCKING REQU/RED ONL Y VN 2-8 GATE VAL VES (FLxR✓) 531 \ . _ _ 1N8" ADAPTOR WHERE NOTED BY CITY ENGINEER. 3. WA TER SERWCES SHALL BE 1 " FROM THE MAIN TO THE METER WA TER 530 _ METERS SHALL BE 5/8" 511 44LF 8" Di 529528 \512 56f 64.17, 5.42' c r 1N8" 45' BEND (R✓) 56f29.75, 7.32' L T BEND (R✓) 1513 \ \ \ \ >>� • , / / \ \ I I \ 117,f 18. 39, 6 6 .& ,. I — / \ \ I \ \ \ 525 ` / 1-i2� FFr 1SY, \ 52 —515 J \ V, /, �, / �� 4-- �� \ i53f85.90,_2,8 LT / \ 47 \ \ I 1 / / 8,. 45*BEND (R✓ — \\ \ _ // 15117 / 54f7.34, 7.61LT /0SL6A / \ \� \ / I 1N8�045 BEND (R✓) 521 55f 14 09, 00 L T I 1-6" iGWTE VAL VE (FLxR) I ,- I -FIRE HYDRANT ASS? \1/A\\ \ ��--\ / 1 --476 \ \ \ Y\\ LL Z d \d \ \ \ \ \ \ \ \ \478- 7LI A. Q•3 �} ono N:Q 00 • byj 00 b1 S 0��� • • w U co � ~ N zU � o: U w Q o Lu 01 z 0 m � o 0 M W o N �\ a InwI 2 Q Qc Ld o' Nn v 0 z Q Z Q o Q j U Q o w D O Q � W Z Z Q W CD 3 (n Q Q w 0 Q SHEET C6.04 PROJECT NUMBER 22196 SEC. 8. TWP. 23 N., RGE. 1 E. W.M. GENERAL NOTES GENERAL WATER NOTES 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH ALL CURRENTL Y ADOPTED WSD0T AND APWA SPECIFICATIONS 1 AND PLANS, AND THE CITY OF PORT ORCHARD MUNICIPAL CODE, THE CURRENTL Y ADOPTED CITY OF 2 PORT ORCHARD DEVELOPERS HANDBOOK, THE CURRENTL Y ADOPTED SURFACE WATER DESIGN MANUAL AND THE CONDITIONS OF PRELIMINARY SUBD/19SION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CI & ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VAR/A TION FROM 3. THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR 4 LIABILITY TO THE CITY OF PORT ORCHARD. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HA VE BEEN REVIEWED ACCORDING TO THE PORT ORCHARD DESIGN STANDARDS. SOME ELEMENTS MA Y HA VE BEEN OVERLOOKED OR MISSED BY THE CITY OF PORT ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS /S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF PORT ORCHARD CITY ENGINEER, PR/OR TO CONSTRUCTION. 3. APPROVAL OF THESE ENGINEERING PLANS SUCH AS FOR 5. ROADS, GRADING, OR DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER DESIGN (E. G., WA TER, 6 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 7. 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 8 PRECONSTRUCTION MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 9. 7. CONSTRUCTION NOISE SHALL COMPL Y WITH THE CURRENT POMC SECTION 9.24.050. 8. IT SHALL BE THE APPL/CANT ICON TRACTORS 10. RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE 11. INIT/A 7NG OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT 12 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 13 PRIOR TO CONSTRUCTION 14" 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NAD 198J HARN STA TE PLANE WASHINGTON NORTH FIPS 4601 FEET. 15 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN G. A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND b• COMPACTED /N ACCORDANCE WITH THE CITY OF PORT C. ORCHARD STANDARDS. d IJ ALL ROADWA Y SUBGRADE SHALL BE BACKFILLED, 16. COMPACTED TO 959 MAXIMUM DENSITY AND PREPARED G. FOR SURFACING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2- 06 J b. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIF/CALL Y APPROVED BY THE CITY OF PORT 17 ORCHARD C/TY ENGINEER AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED 18 IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD SPECIFICA TONS. 19. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL /7/,, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITH/N THE TRA VELED RIGHT- OF- WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. REFER TO "TRAFFIC CONTROL, " OF THE WSDOT STANDARD SPEC/F/CATIONS SHALL APPL Y /N ITS ENTIRETY TRAFFIC CONTROL PLANS SHALL FOLLOW THE CURRENTL Y 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 MIN/MUM, 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 DCO STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS COND/TION PRIOR TO ISSUANCE OF A NOTICE TO PROCEED FOR GRADING AND CLEARING. THE CITY SHALL INSPECT FOR COMPLIANCE WITH THE TREE PLAN PR/OR 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. ALL WORK SHALL CONFORM TO THE CURRENT CITY OF PORT ORCHARD PUBLIC WORKS ENGINEERING STANDARDS AND SPEC/FICA TIONS. FITTINGS SHALL BE MECHANICAL JOINT CONFORMING TO AWWA C-110, C-111 OR C-153 AND SHALL BE MEGA -LUG SERIES 1100, AS MANUFACTURED BY EBBA IRON, OR APPROVED EQUAL. PIPE SHALL BE TYTON JOINT PIPE WITH FIELD LOK GASKETS, OR APPROVED EQUAL. AN AL TERNATIVE RESTRAINED JOINT SYSTEM MA Y BE SUBSTITUTED FOR THE ABOVE ITEMS. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED /N PLACE PER AWWA C651 SHALL BE SWABBED WITH 19 AVAILABLE CHLORINE SOLUTION PRIOR TO INSTALLATION ALL WA TER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 250 PSI FOR 1-HOUR. WATER SERV/CEL/NES W/LL BE WSUALLYINSPECTED FOR LEAKAGE. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, BACKFLOW PREVENTION DEVICES, MISCELLANEOUS HOSE AND PIPING, AND OTHER 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 SE BACKFILLED SUFFIC/ENTL Y TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL REQUIRED THRUST BLOCKS SHALL BE IN PLACE AND SUFFIC/ENTL Y CURED TO REACH DESIGN STRENGTH BEFORE TESTING. AFTER DISINFECTING THE WA TER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EX/S7NG SYSTEM ONL Y AFTER NEW MAIN /S PRESSURE TESTED, FLUSHED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESUL TS ARE OBTAINED AND RECEIVED BY PUBLIC WORKS STAFF. WA TER MAIN SHUT -DOWNS SHALL BE COORD/NA TED W/TH THE PUBLIC WORKS OPERA TIONAL STAFF FOR PREFERRED 7UING DURING FLOW CONTROL CONDITIONS. WATER MAIN SHUTDOWNS SHALL NOT BE SCHEDULED TO TAKE PLACE ON FR/DA YS, OR ON THE FIVE DA YS BEFORE NOR ONE DA Y AFTER A CITY HOLIDA Y, UNLESS OTHERWISE APPROVED BY PURL/C WORKS. WHEN EXCA VA TING AROUND CHARGED WA TER MAIN THE CONTRACTOR MUST EXERCISE CARE IN VICINITY OF THRUST BLOCKS THAT ARE PLACED AT ANY BENDS, TEES OR DEAD ENDS OF WA TER MAINS TO A VOID UNDERMINING THE SOIL SUPPORT FOR THE THRUST BLOCKING. DEFLECT THE WATER MAIN ABOVE OR BELOW EX/SING U7L/TES AS REQUIRED TO MAINTAIN J FT. MINIMUM COVER AND 12-INCH MINIMUM VERTICAL CLEARANCE BETWEEN UT/L/T/ES UNLESS OTHERWISE SPECIFIED. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW U7ZITY BY 12-INCHES OR LESS, AN ETHAFOAM PAD MUST BE PLACED AS A CUSHION BETWEEN THE UTIL/TIES. IF DEFLECTING PIPE JOINTS FOR CURVES, HORIZONTAL AND VERTICAL ANGLE POINTS MUST BE CONSTRUCTED BY DEFLECTING A MAXIMUM ONE-HALF OF THE MANUFACTURER'S ALLOWABLE JOINT DEFLECTION FOR PIPE AND FITTINGS, UNLESS OTHERWISE NOTED. THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE ROADWAY SUBGRADE /S BACKFILLED, GRADED AND COMPACTED IN CUT AND FILL AREAS. ALL RES/DENTAL SERVICES SHALL BE INSTALLED PER STANDARD DETAILS 860 OR 861 UNLESS OTHERWISE SPECIFIED. UN/FORM PLUMBING CODE REQUIRES THE INSTALLATION OF PRIVATEL Y OWNED AND OPERATED PRESSURE REDUCING VA VES WHERE THE OPERA T/NC PRESSURE EXCEEDS 80 PSI. ABANDONMENT OF EX/S17NG WA TER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS- REMOVE EX/S17NC SERVICE SADDLE FROM WATER MAIN AND REPLACE W/TH NEW STA/NLESS STEEL REPAIR BAND, ROMAC SS2, FORD SERVICE SADDLE FC101, CC THREADED SADDLE AND A CC THREAD BRASS PLUG, OR APPROVED EQUAL (WILL NOT BE REQUIRED WHEN WA TER MAIN /S TO BE ABANDONED). REMOVE AND DISPOSE OF EX/SING SETE R AND METER BOX. CAP OR CRIMP (IF COPPER) EXISTING SERVICE LINE TO BE ABANDONED IN PLACE, EACH END. RETURN EXIS17NG METER TO PUBLIC WORKS. ABANDONMENT OF EX/S17NG WA TERYA INS SHALL BE ACCOMPLISHED AS FOLLOWS: DI P/PE.• MECHANICAL JOINT PLUG, CAP, OR BLIND FLANGE TO BE INSTALLED ON BOTH ENDS. ALL OTHER PIPE- FILLED WITH COF AND MECHANICAL JOINT PLUG, CAP, OR BLIND FLANGE TO BE INSTALLED ON BOTH ENDS. A VOID CROSSING WA TER OR SEWER MAINS A T H/GHL Y ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN U7L/17ES SHOULD BE 45 TO 90 DEGREES. WHERE WATER MAIN CROSSES ABOVE OR BELOW SAN/TARP SEWER, ONE FULL LENGTH OF WA TER PIPE SHALL BE CENTERED FOR MAX/MUM JOINT SEPARA RATION AT POINTS WHERE EX/S17NG THRUST BLOCKING /S FOUND, M/N/MUM CLEARANCE BETWEEN THE CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. BASIS OF BEARINGS N87'02'01 "W BETWEEN THE NORTH QUARTER CORNER AND THE NORTHEAST CORNER SECTION 8 PER BOUNDARY LINE ADJUSTMENT LU16-BLA-05 RECORDED UNDER AUDITORS FILE NUMBER 201610250060 RECORDS OF K/TSAP COUNTY, WASHINGTON. VERTICAL DA TUM NA VD 88 PER GNSS OBSERVATIONS HORIZONTAL DATUM NA 8JI2011 - WASHINGTON PLANE COORDINATE SYSTEM (NORTH ZONE SYMMETRICAL ABOUT CENTER LINE OF FINISHED GRADE WATER MAIN 10' MINIMUM TWO PIECE CAST IRON VALVE BOX TOP SECTION TO BE DOMESTIC OLYMPIC FOUNDRY #045 SEATTLE TACOMA HEAVY DUTY OR APPROVED EQUAL., STANDARD 18" WITH REGULAR BASE SECTION, LENGTH TO FIT. PLANE EX. ROADWAY AS NECESSARY, 36" MIN. OVERLAY TO MAINTAIN EX_ FREEBOARD MECHANICAL JOINT TAPPING VALVE (SEE PLAN VIEW) AT CURBS. STAINLESS STEEL TAPPING SLEEVE 2" GRIND AND OVERLAY (SEE PLAN VIEW) WATER LINE SAW CUT (TYP) EXTENTS PER STANDARDS - < CONCRETE THRUST 00 BLOCKING m TOP WIDTH OF STANDARDS NEW PIPE EX_ AC. PAVEMENT TRENCH =D+36" UTILITY SEPARATION SECTION Cl-2 SANITARY SEWER PIPE SURFACE 2" 12" CONCRETE BLOCK SUPPORTS REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS _ PARALLEL CONSTRUCTION WVATKM SYMMETRICAL ABOUT CENTER LINE OF z o SEE ROADWAY STANDARDS FOR WATER MAIN On APPROPRIATE PAVEMENT SECTION TAPPING SLEEVE ROMAC STAINLESS STEEL TAPPING SLEEVE (SST) WITH DUCTILE IRON 5' MINIMUM OUTLET FLANGE OR APPROVED EQUAL. WARNING TAPE PER SPECIFICATIONS WATER LINE TRENCH BACKFILL MATERIAL, �' CONCRETE THRUST 0 12 BLOCKING [:]NEW COMPACT TO 95% IN 6" LIFTS STANDARDS 6" MIN PIPE X FL) RESILIENT WEDGE GATE VALVED /FMBON APPROVED, - - - - - - - - - - - - -- FUSION BONDED EPDXY COATED BODY AND BONNET, WEDGE FUSION EXISTING FULLY ENCAPSULATED WITH RUBBER, WITH 2" AWWA OPERATING CL52 DI WATER LINE OR PIPE NUT, CLOW // F6106 OR APPROVED EQUAL. APPROVED EQUAL = n I- uNDEARTRBE I PIPE BEDDING MATERIAL O.D.24" FOUNDATION STABILIZATION PI -1 - COMPACT TO 95% (36" MIN.) MATERIAL (AS REQUIRED) _ _ SANITARY SEWER PIPE I1=1I r NOTES: - 11=III NOTES: - 1. PRIOR TO BORING: 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT w A. TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED AT 200 PSI I l- FOR A PERIOD OF 15 MINUTES. PRESSURE LOSS DURING TESTING SHALL =III- 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). a NOT EXCEED 5 PSI. _�_T�L IIrW: 3) INSTALL TRACER WIRE PER SPECIFICATIONS B. TAPPING SLEEVE AND VALVE SHALL BE STERILIZED PER SPECIFICATIONS - UTILITY SEPARATION SECTION C1-3 - 2. PRIOR TO FINAL CONNECTION OF TAPPING VALVE TO NEW PIPING, THE NEW PIPING SHALL BE PRESSURE TESTED AND STERILIZED PER SPECIFICATIONS REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS UNUSUAL CONDITIONS PARALLEL CONSTRUCTION Ed g � Lid o > Est. 1890 RESTORATION, TAPS, AND BLOCKING A DRAWNBY Ds DATE 113012019 /L�jL Est. ts90 �O" w RESTORATION, TAPS, AND BLOCKING B oRAWNev os DATE 1I31/2019 Est. 1990 �D� RESTORATION, TAPS, AND BLOCKING C DRAWNBY Ds DATE 113012019 ORCHARD ORCHARD ORCHARD w SEPARATION STANDARDS SCA E NTG w WATER MAIN TRENCH SALE NTG w WET TAP 3CAtE NTS j� - -- DRAWING NUMBER 800-B � ? "� DRAWING NUMBER 802 Ill z 6" MINIMUM TO ALLOW FOR TOUCH READ UU 10 0 ROADWAY CURB 0-1 a FINISHED GRADE O DOUBLE CHECK VALVE WITHIN PAVED SURFACE, TWO PRECAST MEETING AWWA CROSS CONCRETE VAULT 3'-8" X 2'-8" X 3'-6" UTILITY 24" MIN. COVER CONNECTION STANDARDS VAULT CO. MODEL NO. 233-LA WITH NO. 23-233P FINISH GRADE DIAMOND PLATE COVER OR APPROVED EQUAL. PROPERTY LINE 6 OUTSIDE PAVED AREAS, TWO MID -STATES SINGLE FAMILY RESIDENCE OR DUPLEX 36" MIN. PROPERTY-,-- ROPERTY PLASTICS MODEL MSBCF 1730, GREEN COLOR LINE COVER (TYP) I 3 U MIN EXIST. GRADE WARNING WIRE AND LOCAIOR I FLOW 12 FLOW /E.GE7RIG.T 2 TAPE ARE REQUIRED FOR ALL SERVICES AND MAINS PROPERTY OWNER'S PRV, I IF APPLICABLE 6" MIN. WAY NOTES: 1. EXISTING WATER MAIN 12" DOUBLE PURPOSE I UNION (TYP OF 2) y y 44" 1-INCH WATER METER 2. 1" (IP THREAD) SINGLE STRAP SADDLE ROMAC STYLE 101 S OR APPROVED EQUAL;.\..`` OR 3. 1" BRASS NIPPLE, 3" LONG w METER BOX PER MIN. STANDARDS 0 4. CORP. STOP, FORD FB1100 OR APPROVED EQUAL 0 1-1/2" DRAIN ROCK (EXCEEDS 5. 1" POLYETHYLENE PIPE, MAINTAIN 36" COVER FROM WATER MAIN TO WITHIN 48" OF METER BOX OUTSIDE EDGE OF BOX) 6. 1" METER SETTER MUELLER 1434 OR APPROVED EQUAL HORIZONTAL IN, HORIZONTAL OUT. - M.I.P. THREAD ENDS. - 3 7. SCHEDULE 40 1" PVC THREADED PLUG. REMOVED WHEN CONNECTION MADE TO CUSTOMER N LINE N o a 8. BRASS CURB STOP, FORD B41-444-NL OR EQUAL. a 0 9. WATER METER -TO BE SUPPLIED BY THE CITY o 3" IF A RESIDENTIAL FIRE SPRINKLER SYSTEM o 10. METER BOX SHALL BE SIGMA RAVEN HDPE METER BOX MODEL 1324-SW. PROVIDE HDPE LID o - a WITH TOUCH READ AND METER READER LID. PLACE BACK OF METER BOX FLUSH WITH Q 1. THE WATER METER WILL BE AT LEAST A 1-INCH METER N' PROPERTY LINE. w' 0 2. THE SPRINKLER SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED. o 0 _ 3. THE SPRIKLER SYSTEM WILL BE CONNECTED TO THE OWNER'S m SERVICE LINE AND WILL BE A FLOW -THROUGH SYSTEM. N z 0 w z 0 - = o w r z w 0 j o cD w r z w 0 j 9 w Est. 1890 ORCHARD FIRE SUPPRESSION A DRAWNBY IDS DATE 1/3012019 scA E NTs Est. 1890 ORCHARD SERVICES A DRAWN BY IDS DATE 1/22/2019 scALE Nrs Est. 1890 7p ORCHARD SERVICES E DOUBLE CHECK BACKFLOW ASSEMBLY DRAWN BY IDS DATE 1/23/2019 scALE Nrs w z 1--�_ RESIDENTIAL FIRE SPRINKLER METERING DRAWING NUMBER 820 � �n� 5/8, 3/4, OR 1-INCH WATER SERVICE DRAWING NUMBER 860 z -- (BELOW GROUND) DRAWING NUMBER 864 s W �byj o��� bps • • w04 CID U co co Lu ~ N ? U � w 0 w Q o Zw a 0Q Z_ W V)?� UQacLn Cl CC rz V O 0 cn W N �\ h a �-Nfto I wz 0 0 �v 1-4 IN %4 V 0 \ o \N Q Q o vQ� Q o v C� � v W W Co Q 0 U > Z z N Q Z Q O Q O v Q U Q Q o LLJ U_ O 0 0 a_ w > z z O CD cn Q IL Q w 0� 11 0 0 0 Q SHEET C6.31 PROJECT NUMBER 22196 n N I I ao SEC. 8. TWR 23 X. RGE. 1 E. W.M. PUMPER CONNECTION 5" QUICK CONNECT STORZ COUPLING FOR NST LU Z 2-1/2" NST HOSE CONNECTION REMOVED CHAINS FROM 2-1/2" CAPS FOR NEW WATER MAIN LOCATE WIRE SHALL BE itit CONTINUOUS THROUGH LU O THE HYDRANT AND FOR 0 T MIN. EXISTING WATER MAIN, a z xTWO PIECE CAST IRON SPLICE LOCATOR WIRE TO g m VALVE BOX 1, DEEP LID WIRE ALONG MAIN USING 3" MIN. N 3M SPLICE KIT ALUMINUM ANGLE 3/4" X 1120"X 2' CABLE TIES LOCATOR WIRE -GAUGE #14 LANDSCAPE FABRICS COLOR OF INSULATION -BLUE 1/2 CU. YD. MIN. WASHED J GRAVEL PASSED 1-1/2" & RETAINED ON 1/4" MESH FOR DRAIN 16"x8"x4"MIN CONCRETE BLOCK 2-3/4" HOT DIPPED GALV. SHACKLE RODS CONNECT USING DUC LUGS OR 90 DEGREE I -BOLT (CORTEN STEEL). TIE BACK BLOCK PER STANDARD 1103A/B IS REQUIRED FOR PIPE RUNS GREATER THAN 18'. 6" GATE VALVE (FLxMJ) 6" DIP, CLASS 52 WITH MEGA LUGS, LENGTH NOT TO EXCEED 50' FROM VALVE. CONCRETE BLOCKING, SEE STANDARD DETAIL 1103 DUCTILE IRON TEE WITH 6" FLANGE ON SIDE NOTES: 1. MAIN VALVE OPENING SHALL BE 5-1/4" IN DIAMETER EQUAL TO M&H 929. 6" MECHANICAL JOINT INLET. 1-1/2" PENTAGON OPERATING NUT. THE CITY WILL PAINT THE HYDRANT. 2. LOCATOR WIRE TO BE PROTECTED WITH ANGLE ALUMINUM (3/4" X 1/20" X 2' LONG) STRAP TO THE HYDRANT BURY WITH CABLE TIES (36" LENGTH, 175 LB TENSILE, COLOR BLACK, MANUFACTURED BY 3M). LOCATION SHALL BE BELOW THE LOWER FLANGE OF THE HYDRANT BELOW THE PUMPER PORT. LOCATE WIRE SHALL HAVE 6" SLACK FOR CONNECTING TO LOCATING DEVICE. 3. IF THE PIPE BETWEEN THE VALVE AND THE HYDRANT IS MORE ONE FULL STICK OF DUCTILE IRON PIPE, THEN A TIE BACK THRUST SHALL BE INSTALLED AND FIELD-LOK GASKETS AND MEGA LUGS SHALL BE USED. �p M / �JLr�ir/ Est. 1890 DRAWN BY I IDS SYSTEM APPURTENANCES B DATE 1/23/2019 ORCHARDFIRE HYDRANT ASSEMBLY scALE NTs DRAWING NUMBER 881 MINIMIZE DISTANCE 20' MAXIMUM CONCRETE BOX PER STANDARD SPECIFICATIONS g 5-1/2" 4 1 3 TRENCH BACKFILL 5 6 3/4" WASHED ROCK, 1/3 YD MIN, WRAP IN NON -WOVEN FILTER FABRIC 0 U 0 a a 3 z a 0 0 0 a m w a 0 a w Z w 0 w 0 O w w 0 x w w c7 z NO. ITEM 1 2" DOUBLE STRAP SADDLE, ROMAC 202 OR APPROVED EQUAL 2 2" CORP. STOP, FORD FB1100 OR APPROVED EQUAL 3 2" GATE VALVE, THREADED, NON -RISING STEM WITH SQUARE NUT 4 VALVE BOX 5 2" GALVANIZED IRON PIPE 6 2"-90° GALVANIZED IRON ELBOW W/ 1/8" DRAIN HOLE 7 2" GALVANIZED IRON COUPLING (FIPxFIP) W/ PVC PLUG �p� ESY.ls90 SYSTEM APPURTENANCES A DRAWN BY DATE IDS 1/23/2019 ORCHARD 2" BLOW OFF ASSEMBLY SCALE Nrs DRAWING NUMBER 880 CROSS cLANGE OR ER PIPE SIZE TIE BACK SEE STANDARD DRAWING 1103-B TEE BLIND FLANGE CAPPED CROSS 11 1/40 BEND 3 X PIPE DIA. MIN TEE 900 BEND 22 1/20 BEND 45' BEND TABLE A - THRUST BLOCK CONCRETE BLOCK SYMMETRICAL TOP & BOTTOM __�— BLOCK SHALL BE PLASTIC BARRIER AGAINST UNDISTURBED EARTH TYPICAL CROSS-SECTION Plug PIPE SIZE A SQ. FT. B 0 SQ. FT. C SQ. FT. SQ. FT. SQ. FT. 4" 3 2 2 1 1 6" 6 5 4 2 1 8" 11 8 6 3 2 12" 22 16 12 6 3 16" 38 27 21 10 6 18" 48 34 26 14 7 24" 1 84 1 59 45 23 1 13 MIN. BEARING AREA AGAINST UNDISTURBED SOIL SEE DRAWING 1103-B FOR ADDITIONAL NOTES �p Est.1890 RESTORATION, TAPS, AND BLOCKING DRAWN BY I IDS DATE 1/152019 ORCHARDTHRUST BLOCKING AND TIE BACKS scALE NTs -d_ DRAWING NUMBER 803-A LINE HINGED VANDAL RESISTANT FREEZE PROTECTION ENCLOSURE HOT BOX MODELS# HB.75 THROUGH HB3E OR APPROVED EQUAL. 3" MIN. HASP AND LOCK MIN. 6' I FINISHED EXIST. GRADE SLAB 12" MIN. FLOW FLOW PIPE SLEEVE (TYP) FEBCO DOUBLE CHECK BACKFLOW DOUBLE PURPOSE PREVENTER MEETING AWWA UNION (TYP. OF 2) CROSS -CONNECTION STANDARDS METER BOX PER NOTE: ALL MATERIALS TO BE STANDARDS BRASS OR COPPER AS SPECIFIED BY CITY. �p ESY.ls90 SERVICES F DRAWN BY DS ORCHARDDOUBLE CHECK BACKFLOW ASSEMBLY DATE SCALE 1/23/2019 Nrs (ABOVE GROUND) DRAWING NUMBER 865 SEE TABLE B FOR VERT. D.I. PIPE SIZE HOT DIPPED GALV. SHACKLE RODS 3/4"0 PARALLEL TO PIPE 2" #4 BAR ©� REINFORCING HOOP (TYP) 3 #4 BAR THROUGH MIN. HOLE IN 4" D.I. PIPE TIE BACK BLOCK DETAIL TABLE B - TIE BACK OF LV. RODS SIZE OF VERT. PIPE IN CONC. AMOUNT OF #4 REINFORCING BAR HOOPS 4" 1 USHACKLE 4"1 4" 1 4" 6" 3 6" 3 24" 6 66 3 NOTES: 1. BEARING AREA OF CONCRETE THRUST BLOCK IS BASED ON 225 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2000 PSF. 2. THE SAFE SOIL BEARING LOAD SHALL BE ADJUSTED TO MEASURED SOIL BEARING LOADS IN THE FIELD. 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 4. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 5. THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP AND DISMANTLING OF JOINT 6. THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 7. USE 2" THICK STYROFOAM TO FORM THE CONCRETE BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL CONCRETE BLOCKING AND FITTINGS. �p� Est. "90 RESTORATION, TAPS, AND BLOCKING DRAWN BY I IDS DATE 1/15/2019 ORCHARDTHRUST BLOCKING AND TIE BACKS SCALE Nrs DRAWING NUMBER 803-8 PROPERTY LINE` I I I FLOW I METER BOX PER STANDARDS si DOUBLE CHECK BACKFLOW PREVENTER MEETING AWWA CROSS -CONNECTION STANDARDS ay, / WALL DOUBLE PURPOSE UNION 12" MIN FINISHED FLOOR FLOW DOUBLE PURPOSE UNION p Est.1890 SERVICES G DRAWN BY DS ORCHARDDOUBLE CHECK BACKFLOW ASSEMBLY DATE SCALE 1/23/2019 Nrs (IN BASEMENT) DRAWING NUMBER 866 BRASS UNION 2" BRASS STREET ELL f-2" BRASS NIPPLE, 3" LONG 2" GALVANIZED IRON PIPE NOTE: TAP FOR COMBINATION AIR AND VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT OF WATER MAIN. EXACT LOCATION OF ASSEMBLY TO BE DETERMINED BY CITY. `2" COMBINATION AIR & VACUUM RELEASE VALVE, SCREWED, APCO 2" BALL VALVE FORD #B 11-444 NO. 143C OR APPROVED EQUAL OR APPROVED EQUAL 2" BRASS 90° BEND BRASS NIPPLE ��2" 3" LONG /// SWING JOINT: 2"l `2" BRASS NIPPLE, 18" LONG `2" TYPE K COPPER TUBING BRASS ST ELL VALVE ASSEMBLY DETAIL GALVANIZED SCREENED OUTLET AND PIPE SAME SIZE AS INLET 2" GALVANIZED 18" IRON PIPE MIN 2" COMBINATION AIR & VACUUMS RELEASE VALVE, SCREWED, APCO NO. 143C OR APPROVED EQUAL (SEE ASSEMBLY DETAIL ABOVE) 24" MIN NOTE: ALL FITTINGS SHALL BE BRASS. ALL PIPE SHALL BE COPPER, UNLESS OTHERWISE SHOWN. CONCRETE METER BOX FOGTITE #2 OR APPROVED EQUAL WITH ALUMINUM INSPECTION LID IN NON-TRAFFICAREAS, OR FOGTITE #2 WITH HINGED TRAFFIC LID WHEN IN TRAFFIC AREAS, 2 BOTTOM SECTIONS REQUIRED. 2" MIN 2" CORPORATION STOP CC THREAD x MIPT FORD #FB400-4 OR APPROVED EQUAL 1 1/2" DRAIN ROCK COVERED WITH MIRAFI FILTER FABRIC OR APPROVED EQUAL 2" TYPE K COPPER TUBING CONTINUOUSLY RISING FROM TAP TO AIR -VAC VALVE WITHOUT INTERMEDIATE HIGH PTS. 2" - BRASS 90° BEND FIPT VERTICAL TAP AT HIGH POINT SINGLE STRAP SADDLE WITH 2" CC THREADS ROMAC 202 OR APPROVED EQUAL Tp� E5t.1890 SYSTEM APPURTENANCES D DRAWN BY DATE DS 1/23/2019 ORCHARD AIR ASSEMBLY SCALE NTs •�� -VAC DRAWING NUMBER 883 VE OPERATING 1/3 EXTENSION - \ DETAIL TOTAL LENGTH 4 1/4" DIA. 2" SQUARE MIN. THICKN/\_21/,4,* 1" METAL STOCK LENGTH AS REQUIRED 1/8" MIN.3/8" SET THICKNESSSCREW INSIDE MEASUREMENT 2 1/4" DEPTH EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG, ONLY ONE EXTENSION PER VALVE. ALL EXTENSIONS ARE TO MADE OF STEEL SIZED AS NOTED, AND PAINTED WITH TWO COATS OF CARBON ELASTIC (ATCO NO. 2221) OR APPROVED EQUAL. VALVE OPERATING NUT EXTENSION VALVE MARKER POST PROVIDE A VALVE MARKER POST FOR EACH VALVE THE FIBERGLASS VALVE MARKER POST SHALL BE BLUE IN COLOR, 4" WIDE (FLAT), 72" LONG AND FURNISHED WITH A 2"x2" HIGH -INTENSITY WHITE REFLECTOR (250 CANDLEPOWER) AND A FLEXIBLE ANCHOR BARB. THE VALVE MARKER POST SHALL BE A CARSONITE CURV-FLEX MARKER OR APPROVED EQUAL. THE POST SHALL BE SITUATED IN A SAFE, REASONABLY CONSPICUOUS LOCATION, AND AT A RIGHT ANGLE TO THE ROADWAY FROM THE VALVE. THE DISTANCE FROM THE MARKER TO THE VALVE SHALL BE WRITTEN ON THE BACK OF THE MARKER IN 1-1/2" HIGH BLACK LETTERS. VALVE MARKER �p Est. 1890 ORCHARD ��- SYSTEM APPURTENANCES C VALVE MARKER AND VALVE EXTENSION DRAWNBY DATE scA E D9 1/30/2019 Nrs DRAWING NUMBER 882 • , •�.,> 9 NO ��� �:�' N •y Q�3 �.Z 00 .0 �• O V 04 00 K U co co (^LLJ v ~ N ZUcic v W Qco p II^^ I? a V vV V O' V Q L i LZL1 VU) Z W --1_ QZ > Z C 0) s Q U Q CL N a -Name � z 0 0 W W Q co Q U O N Q> Q O z U O Ld �� o Ld > W 0 3:�^^ v, Q LL Q Ld 0 0 0 0 Q SHEET C6.32 PROJECT NUMBER 22196 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. PLACE "EARS" IN -LINE WITH WATER MAIN DIRECTION ETER , FINISHED PAVEMENT GRADE TOP SECTION EXTENSION PIECE (IF NECESSARY) CAST IRON ONLY z 2 io BASE SECTION M WIRE ''TRACER PER STANDARD SPECIFICATIONS — WATER MAIN / a U 0 a 0 a w z a w WATER MAIN 0 o VALVE a N r 0 a w z w 0 r w a O w 0 z w w z O z w 00 Est. 1890 SYSTEM APPURTENANCES DRAWN BY IDS ��fW� DATE 1/23/2019 ORCHARD VALVE BOX SCALE NTS s DRAWING NUMBER 884 11 SUMP LOCATED AS REQUIRED ALL PIPE PENETRATIONS SHALL BE ® CORE DRILLED AND MADE WATER TIGHT USING NON —SHRINK GROUT ® u WITH WATER SEAL 5'-0" MAX. 4" FLOOR DRAIN ©9 ® o 9 coy —g n 10" MIN. rYPICA�--I DRAIN TO DAYLIGHT. PROVIDE RODENT PROOF SCREEN AT DAYLIGHT. PLAN SIZING TABLE Main Main Bypass Pressure ili Locking Steel ( 12' CAST IRON COUPLING ROCKWELL 431 WITH LONG Line RV Line add yga Covers LENGTH SLEEVE OR APPROVED EQUAL. *12" 8" 3" Sized 712—LA LW PRODUCTS TYPE "HD" 12" DI PIPE, LENGTH TO FIT. 10" 8" 3" for 712—LA LW PRODUCTS TYPE "HD" 3 12" TO 8" DI REDUCER (MJxMJ). 8" 6" 2" each 612—LA LW PRODUCTS TYPE "HD" 4 8' DI SPOOL WITH COLLAR (PExFL), LENGTH TO FIT. 6" 4" 2" Project 5106—LA LW PRODUCTS TYPE "HD" 5 8" DI TEE (FL x FL x FL). ' Size shown in this figure. 6 ADJUSTABLE PIPE SUPPORT STANDON MODEL S92 OR APPROVED EQUAL. © 8" RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND _ WHEEL. ® 8" FLANGE COUPLING ADAPTER ROCKWELL 913 WITH ANCHOR STUDS OR APPROVED EQUAL I99 8" STRAINER (FLxFL) MUESSCO NO. 751 OR APPROVED EQUAL. ® 2" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB 1700-7 OR APPROVED EQUAL. 0 8" PRESSURE REDUCING VALVE (FLxFL), CLA-VAL 9OG-01ABCS OR APPROVED EQUAL WITH TEST COCKS, COPPER TUBING TRIM, EPDXY LINING, AND VALVE POSITION INDICATOR. O PRESSURE RELIEF VALVE (FL) CLA-VAL 50G-01 ® 8" TO 6" BRANCH REDUCING CROSS (FLxFLxFLxFL). WITH TEST COCKS AND VALVE POSITION INDICATOR OR Q 8" DI BLIND FLANGE WITH 3" IPS TAP (TYPICAL). APPROVED EQUAL (CITY TO SIZE FOR EACH PROJECT). Q®®� 3" R.S. GATE VALVE WITH HAND WHEEL (SxS). ®DI PIPE. (CITY TO SIZE FOR EACH PROJECT). 3" BRASS 90' BEND (SxS). 08" DI SPOOL (FLxPE) APPROX. 9" LONG. PRESSURE GAUGE (0 TO 200 PSI) WITH BALL VALVE AND BRASS FITTINGS. TAP PIPE FOR CONNECTION, ® PRECAST UTILITY VAULT -SEE SIZING TABLE OR CENTER BETWEEN FLANGE AND VAULT WALL. APPROVED EQUAL ALL JOINTS TO S INSTALLED © 3" STRAINER (FLxFL) WITH 1/8" PERFORATIONS USING NON —SHRINK GROUT AND TESTED TO BRASS SCREEN MUESSCO NO. 751 OR APPROVED EQAUL. ACHIEVE WATER TIGHTNESS. TWO 3" BLIND FLANGES WITH 3" APT THREAD. ® 4" FLOOR DRAIN WITH SCREEN AND 4" SCHEDULE 40 PVC PIPE. ® 3/4" BRONZE CORPORATION STOP (IPTxFlPT) 4 SCHEDULE 40 PVC 45' BEND (2 each). FORD FB1700-3 OR APPROVED EQUAL FREE STANDING GALVANIZED STEEL LADDER ® 3" PRESSURE REDUCING VALVE (SxS), CLA—VAL ATTACH TO FLOOR AND SIDE OF HATCH. 9OG-01ABS WITH TEST COCKS AND VALVE POSITION ®3" BRASS TEE (SxS) WITH 3" x 3/4" BUSHING. INDICATOR OR APPROVED EQUAL. AND 3/4" BALL VALVE. 3" BRASS UNION. HOSE BIB WITH VACUUM BREAKER. 3" BRASS THREADED PIPE, LENGTH TO FIT (TYPICAL). FLANGE COUPLING ADAPTER (SIZE PER RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND DISCHARGE PIPING). WHEEL (CITY TO SIZE FOR EACH PROJECT). ® 3" BRASS THREADED PIPE, 3" LONG. Tq� / Est. 1890 PRESSURE REDUCTION A DRAWN BY IDS ��:j/ir/ DATE 1/30I2019 ORCHARDPRESSURE REDUCING STATION (PLAN) scALE Nrs ��� DRAWING NUMBER 840A BALL VALVES SHALL BE TWO PIECE BRASS RED —WHITE BALL VALVE q'5044F OR APPROVED EQUAL 6' CONCRETE RISER. INSTALL ADDITIONAL RISERS AS REWIRED FOR FINAL GRADE. 12" e ",,--VAULT ® ® 16 CONCRETE THRUST MATH TIE RODS PER STANDARDS. c� e e — 7 FLOW ® ^ 5 N 5'-0" MAX. PROVIDE ALTERNATE SUMP AND SUMP J PUMP DETAIL IF A DAY LIGHT DRAIN IS NOT AVAILABLE. ELEVATION Q1 12" CAST IRON COUPLING ROCKWELL 431 WITH LONG LENGTH SLEEVE OR APPROVED EQUAL. 12" DI PIPE, LENGTH TO FIT. 3 12" TO 8" DI REDUCER (MJxMJ). 4 8" DI SPOOL WITH COLLAR (PExFL), LENGTH TO FIT. 5 8" DI TEE (FL x FL x FL). 6 ADJUSTABLE PIPE SUPPORT STANDON MODEL S92 OR APPROVED EQUAL. ® 8" RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND WHEEL. ® 8" FLANGE COUPLING ADAPTER ROCKWELL 913 WITH ANCHOR STUDS OR APPROVED EQUAL Q 8" STRAINER (FLxFL) MUESSCO NO. 751 OR APPROVED EQUAL. ® 2" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB 1700-7 OR APPROVED EQUAL. @ 8' PRESSURE REDUCING VALVE (FLxFL), CLA—VAL 9OG-01ABCS OR APPROVED EQUAL WITH TEST COCKS, COPPER TUBING TRIM, EPDXY LINING, AND VALVE POSITION INDICATOR. ® 8" TO 6" BRANCH REDUCING CROSS (FLxFLxFLxFL). Q 8" DI BLIND FLANGE WITH 3" IPS TAP (TYPICAL). Q®®� 3" R.S. GATE VALVE WITH HAND WHEEL (SxS). 3" BRASS 90' BEND (SxS). PRESSURE GAUGE (0 TO 200 PSI) WITH BALL VALVE AND BRASS FITTINGS. TAP PIPE FOR CONNECTION, CENTER BETWEEN FLANGE AND VAULT WALL. © 3" STRAINER (FLxFL) WITH 1/8" PERFORATIONS BRASS SCREEN MUESSCO NO. 751 OR APPROVED EQUAL, TWO 3" BLIND FLANGES WITH 3" FIPT THREAD. 12" DEPTH OF COMPACTED 5/8' MINUS CRUSHED SURFACING. EXCAVATE UNSUITABLE MATERIAL AS DETERMINED BY CITY INSPECTOR. REPLACE WITH CLASS A FOUNDATION MATERIAL. ® 3/4" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB1700-3 OR APPROVED EQUAL. ® 3" PRESSURE REDUCING VALVE (SxS), CLA-VAL 9OG-01ABS WITH TEST COCKS AND VALVE POSITION INDICATOR OR APPROVED EQUAL 3" BRASS UNION. 3' BRASS THREADED PIPE, LENGTH TO FIT (TYPICAL). RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND WHEEL (CITY TO SIZE FOR EACH PROJECT). O PRESSURE RELIEF VALVE (FL) CLA—VAL 50G-01 WITH TEST COCKS AND VALVE POSITION INDICATOR OR APPROVED EQUAL. (CITY TO SIZE FOR EACH PROJECT). ® DI PIPE. (CITY TO SIZE FOR EACH PROJECT). ® 8" DI SPOOL (FLxPE) APPROX. 9" LONG. ® PRECAST UTILITY VAULT — SEE SIZING TABLE, OR APPROVED EQUAL. ALL JOINTS TO BE INSTALLED USING NON —SHRINK GROUT AND TESTED TO ACHIEVE WATER TIGHTNESS. © 4" FLOOR DRAIN WITH SCREEN AND 4" SCHEDULE 40 PVC PIPE. ® 4" SCHEDULE 40 PVC 45' BEND (2 each). ® FREE STANDING GALVANIZED STEEL LADDER ATTACH TO FLOOR AND SIDE OF HATCH. ® 3" BRASS TEE (SxS) WITH 3" x 3/4" BUSHING. AND 3/4" BALL VALVE. ® HOSE BIB WITH VACUUM BREAKER. ® FLANGE COUPLING ADAPTER (SIZE PER DISCHARGE PIPING). ® 3" BRASS THREADED PIPE, 3" LONG. T- � / Est. 1890 PRESSURE REDUCTION A (DRAWN BY I IDS �J�yir/ DATE 1/30/2019 ORCH� PRESSURE REDUCING STATION (ELEVATION) scALE Nrs DRAWING NUMBER 8408 N. Z ILLI W CO t� Co r^ U OD v ~ N zU � W Q p W (n JZQck� N O IZ m V p O M N W �S h U Is -Name �� z 0 0 > zz �QzQOQ U Q � O � w v O w > a_ z z O w O 3: al� 1-- � Q w Q w ar� 0- 9 0 o Q SHEET C6.33 PROJECT NUMBER 22196 11 SUMP LOCATED AS REQUIRED ALL PIPE PENETRATIONS SHALL BE ® CORE DRILLED AND MADE WATER TIGHT USING NON —SHRINK GROUT ® u WITH WATER SEAL 5'-0" MAX. 4" FLOOR DRAIN ©9 ® o 9 coy —g n 10" MIN. rYPICA�--I DRAIN TO DAYLIGHT. PROVIDE RODENT PROOF SCREEN AT DAYLIGHT. PLAN SIZING TABLE Main Main Bypass Pressure ili Locking Steel ( 12' CAST IRON COUPLING ROCKWELL 431 WITH LONG Line RV Line add yga Covers LENGTH SLEEVE OR APPROVED EQUAL. *12" 8" 3" Sized 712—LA LW PRODUCTS TYPE "HD" 12" DI PIPE, LENGTH TO FIT. 10" 8" 3" for 712—LA LW PRODUCTS TYPE "HD" 3 12" TO 8" DI REDUCER (MJxMJ). 8" 6" 2" each 612—LA LW PRODUCTS TYPE "HD" 4 8' DI SPOOL WITH COLLAR (PExFL), LENGTH TO FIT. 6" 4" 2" Project 5106—LA LW PRODUCTS TYPE "HD" 5 8" DI TEE (FL x FL x FL). ' Size shown in this figure. 6 ADJUSTABLE PIPE SUPPORT STANDON MODEL S92 OR APPROVED EQUAL. © 8" RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND _ WHEEL. ® 8" FLANGE COUPLING ADAPTER ROCKWELL 913 WITH ANCHOR STUDS OR APPROVED EQUAL I99 8" STRAINER (FLxFL) MUESSCO NO. 751 OR APPROVED EQUAL. ® 2" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB 1700-7 OR APPROVED EQUAL. 0 8" PRESSURE REDUCING VALVE (FLxFL), CLA-VAL 9OG-01ABCS OR APPROVED EQUAL WITH TEST COCKS, COPPER TUBING TRIM, EPDXY LINING, AND VALVE POSITION INDICATOR. O PRESSURE RELIEF VALVE (FL) CLA-VAL 50G-01 ® 8" TO 6" BRANCH REDUCING CROSS (FLxFLxFLxFL). WITH TEST COCKS AND VALVE POSITION INDICATOR OR Q 8" DI BLIND FLANGE WITH 3" IPS TAP (TYPICAL). APPROVED EQUAL (CITY TO SIZE FOR EACH PROJECT). Q®®� 3" R.S. GATE VALVE WITH HAND WHEEL (SxS). ®DI PIPE. (CITY TO SIZE FOR EACH PROJECT). 3" BRASS 90' BEND (SxS). 08" DI SPOOL (FLxPE) APPROX. 9" LONG. PRESSURE GAUGE (0 TO 200 PSI) WITH BALL VALVE AND BRASS FITTINGS. TAP PIPE FOR CONNECTION, ® PRECAST UTILITY VAULT -SEE SIZING TABLE OR CENTER BETWEEN FLANGE AND VAULT WALL. APPROVED EQUAL ALL JOINTS TO S INSTALLED © 3" STRAINER (FLxFL) WITH 1/8" PERFORATIONS USING NON —SHRINK GROUT AND TESTED TO BRASS SCREEN MUESSCO NO. 751 OR APPROVED EQAUL. ACHIEVE WATER TIGHTNESS. TWO 3" BLIND FLANGES WITH 3" APT THREAD. ® 4" FLOOR DRAIN WITH SCREEN AND 4" SCHEDULE 40 PVC PIPE. ® 3/4" BRONZE CORPORATION STOP (IPTxFlPT) 4 SCHEDULE 40 PVC 45' BEND (2 each). FORD FB1700-3 OR APPROVED EQUAL FREE STANDING GALVANIZED STEEL LADDER ® 3" PRESSURE REDUCING VALVE (SxS), CLA—VAL ATTACH TO FLOOR AND SIDE OF HATCH. 9OG-01ABS WITH TEST COCKS AND VALVE POSITION ®3" BRASS TEE (SxS) WITH 3" x 3/4" BUSHING. INDICATOR OR APPROVED EQUAL. AND 3/4" BALL VALVE. 3" BRASS UNION. HOSE BIB WITH VACUUM BREAKER. 3" BRASS THREADED PIPE, LENGTH TO FIT (TYPICAL). FLANGE COUPLING ADAPTER (SIZE PER RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND DISCHARGE PIPING). WHEEL (CITY TO SIZE FOR EACH PROJECT). ® 3" BRASS THREADED PIPE, 3" LONG. Tq� / Est. 1890 PRESSURE REDUCTION A DRAWN BY IDS ��:j/ir/ DATE 1/30I2019 ORCHARDPRESSURE REDUCING STATION (PLAN) scALE Nrs ��� DRAWING NUMBER 840A BALL VALVES SHALL BE TWO PIECE BRASS RED —WHITE BALL VALVE q'5044F OR APPROVED EQUAL 6' CONCRETE RISER. INSTALL ADDITIONAL RISERS AS REWIRED FOR FINAL GRADE. 12" e ",,--VAULT ® ® 16 CONCRETE THRUST MATH TIE RODS PER STANDARDS. c� e e — 7 FLOW ® ^ 5 N 5'-0" MAX. PROVIDE ALTERNATE SUMP AND SUMP J PUMP DETAIL IF A DAY LIGHT DRAIN IS NOT AVAILABLE. ELEVATION Q1 12" CAST IRON COUPLING ROCKWELL 431 WITH LONG LENGTH SLEEVE OR APPROVED EQUAL. 12" DI PIPE, LENGTH TO FIT. 3 12" TO 8" DI REDUCER (MJxMJ). 4 8" DI SPOOL WITH COLLAR (PExFL), LENGTH TO FIT. 5 8" DI TEE (FL x FL x FL). 6 ADJUSTABLE PIPE SUPPORT STANDON MODEL S92 OR APPROVED EQUAL. ® 8" RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND WHEEL. ® 8" FLANGE COUPLING ADAPTER ROCKWELL 913 WITH ANCHOR STUDS OR APPROVED EQUAL Q 8" STRAINER (FLxFL) MUESSCO NO. 751 OR APPROVED EQUAL. ® 2" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB 1700-7 OR APPROVED EQUAL. @ 8' PRESSURE REDUCING VALVE (FLxFL), CLA—VAL 9OG-01ABCS OR APPROVED EQUAL WITH TEST COCKS, COPPER TUBING TRIM, EPDXY LINING, AND VALVE POSITION INDICATOR. ® 8" TO 6" BRANCH REDUCING CROSS (FLxFLxFLxFL). Q 8" DI BLIND FLANGE WITH 3" IPS TAP (TYPICAL). Q®®� 3" R.S. GATE VALVE WITH HAND WHEEL (SxS). 3" BRASS 90' BEND (SxS). PRESSURE GAUGE (0 TO 200 PSI) WITH BALL VALVE AND BRASS FITTINGS. TAP PIPE FOR CONNECTION, CENTER BETWEEN FLANGE AND VAULT WALL. © 3" STRAINER (FLxFL) WITH 1/8" PERFORATIONS BRASS SCREEN MUESSCO NO. 751 OR APPROVED EQUAL, TWO 3" BLIND FLANGES WITH 3" FIPT THREAD. 12" DEPTH OF COMPACTED 5/8' MINUS CRUSHED SURFACING. EXCAVATE UNSUITABLE MATERIAL AS DETERMINED BY CITY INSPECTOR. REPLACE WITH CLASS A FOUNDATION MATERIAL. ® 3/4" BRONZE CORPORATION STOP (IPTxFlPT) FORD FB1700-3 OR APPROVED EQUAL. ® 3" PRESSURE REDUCING VALVE (SxS), CLA-VAL 9OG-01ABS WITH TEST COCKS AND VALVE POSITION INDICATOR OR APPROVED EQUAL 3" BRASS UNION. 3' BRASS THREADED PIPE, LENGTH TO FIT (TYPICAL). RESILIENT SEAT GATE VALVE (FLxFL) WITH HAND WHEEL (CITY TO SIZE FOR EACH PROJECT). O PRESSURE RELIEF VALVE (FL) CLA—VAL 50G-01 WITH TEST COCKS AND VALVE POSITION INDICATOR OR APPROVED EQUAL. (CITY TO SIZE FOR EACH PROJECT). ® DI PIPE. (CITY TO SIZE FOR EACH PROJECT). ® 8" DI SPOOL (FLxPE) APPROX. 9" LONG. ® PRECAST UTILITY VAULT — SEE SIZING TABLE, OR APPROVED EQUAL. ALL JOINTS TO BE INSTALLED USING NON —SHRINK GROUT AND TESTED TO ACHIEVE WATER TIGHTNESS. © 4" FLOOR DRAIN WITH SCREEN AND 4" SCHEDULE 40 PVC PIPE. ® 4" SCHEDULE 40 PVC 45' BEND (2 each). ® FREE STANDING GALVANIZED STEEL LADDER ATTACH TO FLOOR AND SIDE OF HATCH. ® 3" BRASS TEE (SxS) WITH 3" x 3/4" BUSHING. AND 3/4" BALL VALVE. ® HOSE BIB WITH VACUUM BREAKER. ® FLANGE COUPLING ADAPTER (SIZE PER DISCHARGE PIPING). ® 3" BRASS THREADED PIPE, 3" LONG. T- � / Est. 1890 PRESSURE REDUCTION A (DRAWN BY I IDS �J�yir/ DATE 1/30/2019 ORCH� PRESSURE REDUCING STATION (ELEVATION) scALE Nrs DRAWING NUMBER 8408 N. Z ILLI W CO t� Co r^ U OD v ~ N zU � W Q p W (n JZQck� N O IZ m V p O M N W �S h U Is -Name �� z 0 0 > zz �QzQOQ U Q � O � w v O w > a_ z z O w O 3: al� 1-- � Q w Q w ar� 0- 9 0 o Q SHEET C6.33 PROJECT NUMBER 22196 W CO t� Co r^ U OD v ~ N zU � W Q p W (n JZQck� N O IZ m V p O M N W �S h U Is -Name �� z 0 0 > zz �QzQOQ U Q � O � w v O w > a_ z z O w O 3: al� 1-- � Q w Q w ar� 0- 9 0 o Q SHEET C6.33 PROJECT NUMBER 22196 �� z 0 0 > zz �QzQOQ U Q � O � w v O w > a_ z z O w O 3: al� 1-- � Q w Q w ar� 0- 9 0 o Q SHEET C6.33 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. \ SCALE: 1" = 100' 0 50 100 200 \ o z 00 ~: Q N. Z jbq Ile W co co U co co w Q o _Z "' C� a � C�QZZ ui ul m s 0 ) \ W LLJ � o N L \ / ('d L. L . .17 p� V W L v v '\ :L CZ Ll �V V� 7 / . I L/ / W L\ Z L Z v L \ \ o cW \ Qc< o Q Q Z z Q o Ld O w > z z O w c) < 0- Q w 0 0 0 Q SHEET C7.00 PROJECT NUMBER 22196 M N 00 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. SEE SHEET 07. 02 SCALE: 1" = 40' 0 20 40 80 • •��'L/Z ��� N Q : 0�0 • ¢ 00 _Xp cl . 4? os w 0 U Lri � F' N ? U � NOTES w U Za0� - ol �Q z g, 1. MAILBOX LOCATIONS AS SHOWN ON THESE PLANS HAVE w N ? >- BEEN COORDINATED WITH THE POST OFFICE /N PORT p Z ORCHARD, WASHINGTON. > Z U Q ICLV) 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. -' 3. ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN s m RETROREFLEC77WTY REQUIREMENTS. 0 o0 M 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER W j APPROVAL PLAN. 5. FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS AND DETAILS. Lo o. 6. NO PARKING SIGNS TO BE PROVIDED ON NON -PARKING w Z SIDES OF THE STREET. CONTRACTOR SHALL COORDINATE o LOCATION WITH PUBLIC WORKS /N THE FIELD. 7. SPEED LIMIT SIGNS ARE TO BE INSTALLED /F DESIGN /S \ BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B V AND GLENEAGLE A VE SW ARE TO BE POSTED WITH A SPEED LIMIT OF 20 MPH. -,4V LEGEND (z O _� ♦wi �'V� 10 COMBINATION STREET NAME (POST PER COPO 500 V� L\ \ g W1 6-BLADE PER COPO 501) -q� FH 563 585 2. "WETLAND SENSITIVE AREA" SIGN \ \ • I 3. MUTCD R1-1 'STOP" SIGN (POST PER COPO 500) o F I �I 4. ADDRESS SIGN (POST PER COPO 500 W/ PRIVATE W W �E J 2�6�0=______--______________ I I 6" BLADE PER COPO 501) O <, O • o' 18" STOP BAR PER COPO 430 (PLACED 4' BEHIND 23,00 EDGE OF CROSSWALK AT STOP CONTROLLED Q 234f00 -{{-- 233f 00� INTERSECTIONS PER COPO 429) ___________________________-_ f'NO PEDESTRIAN CROSSING" SIGN 7 � °o \ 7O WITRSECT/ON AHEAD" SIGN � O v z�, 0 z v 'WO PARKING" SIGN 4 90 'SPEED L/M/T 20 MPH" SIGN V ... MB MAILBOX CLUSTER FH F/RE HYDRANT CD w Q 0 �\ J�\ \ Q Q o z \ z \ LL \ LPL ' L J I� Q � O � � LLJ Q 0 ; 0_ Ld \ Q W 0_ SHEET C7. 01 PROJECT NUMBER 22196 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C7.03 SEE SHEET C7 01 SCALE: 1" = 40' 0 20 40 80 0 CZ03 \ -- C7.04 C702 CZ 01 NOTES 1. MAILBOX LOCATIONS AS SHOWN ON THESE PLANS HAVE BEEN COORDINATED WITH THE POST OFFICE IN PORT ORCHARD, WASHINGTON. 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET CJ J2. 3. ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLEC77WTY REOUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER APPROVAL PLAN. 5. FOR OPEN SPACE/TRAIL SIGNAGE, SEE LANDSCAPE PLANS AND DETAILS. 6. NO PARKING SIGNS TO BE PROVIDED ON NON -PARKING SIDES OF THE STREET. CONTRACTOR SHALL COORDINATE LOCATION WITH PUBLIC WORKS IN THE FIELD. Q;300 a': J:o z mac;: o �by 4; .j o�� bps • • w04 co U co c� ~ N ? U � w U w Q o � CL a C� Q Z_ w��" J Q Z >ZQ� C UQCLV) s z 0 m � o 0 M W �\ a <V 7. SPEED LIMIT SIGNS ARE TO BE INSTALLED /F DESIGN IS BASED ON A POSTED SPEED LESS THAN 25 MPH. V COORDINATE LOCATION WITH PUBLIC WORKS IN THE FIELD. Q V 8. ALL ROADS EXCEPT MCCORMICK WLLAGE DRIVE, ROAD B % V AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A SPEED LIMIT OF 20 MPH. LEGEND rrZ 10 COMBINA RON STREET NAME (POST PER COPO 500 ''\^ Q 1�3 o W/ 6" BLADE PER COPO 501) v J W r^ O 20 "WETLAND SENSITIVE AREA " SIGN ; I30 MUTCD R1-1 'STOP" SIGN (POST PER COPO 500) � � O� VzQ A 40 ADDRESS SIGN (POST PER COPO 500 W/ PRIVATE Q 6 BLADE PER COPO 501) O5. 18" STOP BAR PER COPO 4JO (PLACED 4' BEHIND o EDGE OF CROSSWALK A T STOP CONTROLLED � °o INTERSECTIONS PER COPO 429) 4 60 NO PEDESTRIAN CROSSING SIGN vQi v 70 'INTERSECTION AHEAD" SIGN C� I 8. 'WO PARKING" SIGN V O 90 'SPEED LIMIT 20 MPH" SIGN MB MAILBOX CLUSTER W W FH w FIRE HYDRANT c� LLJ (Y U > Z z N Q Z Q O Q O r Q U Q Q O LLJ O 0 w a_ w > z z O w 0 0� F cf) Q n Q w o- n 0 0 o Q SHEET C7.02 PROJECT NUMBER 22196 n N I I SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. P- v^ / SEESHEET C7.02 SCALE: 1" = 40' 07.03 , NOTES C7." 1. MAILBOX LOCATIONS AS SHOWN ON THESE PLANS HAVE BEEN COORDINATED WTH THE POST OFFICE IN PORT ORCHARD, WASHINGTON. 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET CJ J2. J ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLEC77WTY REOUIREMENTS. 4. FOR POSTMASTER APPR0VAL, SEE M1.01 POSTMASTER APPROVAL PLAN. 5. FOR OPEN SPACE/TRAIL SIGNAGE, SEE LANDSCAPE PLANS AND DETAILS. 6. NO PARKING SIGNS TO BE PROVIDED ON NON -PARKING SIDES OF THE STREET. CONTRACTOR SHALL COORDINATE LOCATION WITH PUBLIC WORKS IN THE FIELD. 7. SPEED LIMIT SIGNS ARE TO BE INSTALLED lF DESIGN lS BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS IN THE FIELD. 8. ALL ROADS EXCEPT MCCORMICK WLLAGE DRIVE, ROAD B AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A SPEED LIMIT OF 20 MPH. 536 LEGEND 10 COMBINA AON STREET NAME (POST PER COPO 500 W/ 6" BLADE PER COPO 501) I 20 "WETLAND SENSITII/E AREA" SIGN I 30 MUTCD Rl-1 'STOP" SIGN (POST PER COPO 500) \ �2 ,� o 40 ADDRESS SIGN (POST PER COPO 500 W/ PRIVATE 6" BLADE PER COPO 501) 50 18" STOP BAR PER COPO 430 (PLACED 4' BEHIND EDGE OF CROSSWALK A T STOP CONTROLLED INTERSECAONS PER COPO 429) 60 7�� 'NO PEDESTRIAN CROSSING" SIGN 70. "INTERSECTION AHEAD" SIGN 80 'NO PARKING" SIGN 509 1 O 'SPEED LIMIT 20 MPH" SIGN MB rrT -i MAILBOX CLUSTER FH • FIRE HYDRANT 9 y: 2 Lj W U co co v ~ N ZU v W Q cic z CL 0Q a z W I Z '- 0) >ZQ� UQCLV) a a� 0 z m Q o 0 M V) 4) Lu c �\ ol a -Name 1 z 0 0 I Li Li co ����q U N Q> Q O z U O 0� o w > Q Q w 0 0 0 o Q SHEET C7.03 PROJECT NUMBER 22196 NO N 00 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. N v W W N v z W SCALE: 1" = 40' 0 20 40 80 C703 CZ 04 C702 C701 NOTES 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE BEEN COORDINATED WITH THE POST OFFICE IN PORT ORCHARD, WASHINGTON. 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. 3. ALL SIGNS SHALL MEET MUTCD MIN/MUM SIGN RETROREFLECTIVITY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER APPROVAL PLAN. 5. FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS AND DETAILS. Q �3 ~: Q N. Z byj . (7 bl W U � � ~ N zU � o: ck� w Q o Lu J Q Z L >ZQck� �QCLQ') 3 z 0 m C7 0 0 M N Lu V) �\ a -Name�Iz 0 0 'qwJ 2! 6. NO PARK/NG SIGNS TO BE PROWDED ON NON-PARK/NG SIDES OF THE STREET. CONTRACTOR SHALL COORDINATE LOCATION W/TH PUBLIC WORKS /N THE FIELD. 7. SPEED L/M/T SIGNS ARE TO BE INSTALLED IF DESIGN /S M v BASED ON A POSTED SPEED LESS THAN 25 MPH. "V COORD/NA TE L OCA TION W/TH PUBLIC WORKS /N THE FIEL--4 D. V 8. ALL ROADS EXCEPT MCCORMICK VILLAGE DRIVE, ROAD B k AND GLENEAGLE AVE SW ARE TO BE POSTED WITH AW SPEED L/M/T OF 20 MPH. LEGEND Z Z 1O COMB/NA TION STREET NAME (POST PER COPO 500 W/ 6" BLADE PER COPO 501) j r^ Q 2O "WZ�- ETLAND SENS/T/l/E AREA " SIGN 3O MUTCD Rl-1 STOP SIGN (POST PER COPO 500) O V z Q \ Q 'I 4O ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � 6-BLADE PER COPO 501) 'IR V V V 5O 18" STOP BAR PER COPO 430 (PLACED 4'BEHIND *-4'� EDGE OF CROSSWALK AT STOP CONTROLLED W INTERSECTIONS PER COPO 429) O O I 6. 'NO PEDESTRIAN CROSSING" SIGN V v � Q v 7O 'INTERSECTION AHEAD " SIGN v � I O 'NO PARKING" SIGN 4 9O 'SPEED L/M/T 20 MPH" SIGN MB MAILBOX CLUSTER Co FH FIRE HYDRANT Q Z � 0 � Q � � In v z Q Z Q o Q �_ o 0 Q � w > a_ z z O Q n Q w ar� n 0 0 o Q SHEET C7.04 PROJECT NUMBER 22196 M N 00