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CivilPlans_Revised_PW21-054_PW21-055SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. BASIS OF BEARINGS N8702'01 "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 OBSERVA TIONS HORIZONTAL DA TUM NAD 8JI2011 - WASHINGTON PLANE COORDINATE SYSTEM (NORTH ZONE) REVISED LEGAL DESCRIPTION RESULTANT PARCEL 4.- 171A T PORTION OF RESUL TANT PARCEL B AND C OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITORS FILE NUMBER J220649 AND THAT PORTION OF PARCEL 2 OF LAND SEGREGATION REQUEST RECORDED UNDER AUDITORS FILE NO 3208728, RECORDS OF K/TSAP COUNTY, WASHINGTON, L Y/NG WESTERL Y OF A LINE DESCRIBED AS FOLLOWS:• COMMENCING AT THE COMMON CORNER OF SAID PARCEL C AND TRACT 3 OF LAND SEGREGATION REQUEST RECORDED UNDER AUDITORS FILE NUMBER 200010310145, RECORDS OF K/TSAP COUNTY, WASH/NGTON,- THENCE N885622"W, ALONG THE COMMON LINE OF SAID PARCEL C AND SAID TRACT 3, 130.60 FEET TO POINT 'B" AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE, THENCE N5252'17"W 382.16 FEET TO A POINT OF TANGENCY WITH A 25.00-FOOT RADIUS CURIE TO THE LEFT,• THENCE NORTHWESTERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 5833'04" A DISTANCE OF 25.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 90.00-FOOT RADIUS CURIE TO THE RIGHT; THENCE WESTERL Y, NORTHERL Y, AND EASTERL Y ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 202 4746- A DISTANCE OF 318.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 25.00-FOOT RAD/US CURVE TO THE LEFT,• THENCE NORTHEASTERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 654620' A DISTANCE OF 28.70 FEET TO A POINT OF TANGENCY; THENCE N2536'04'E 351.00 FEET TO A POINT OF TANGENCY WITH A 1079.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 1223'16 ; A DISTANCE OF 233.29 FEET TO A POINT OF TANGENCY; THENCE N375920'E 82.11 FEET TO A POINT OF TANGENCY WITH A 500.00-FOOT RADIUS CURVE TO THE LEFT,• THENCE NORTHERLY, AL ONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 38 70 23'; A DISTANCE OF 333.12 FEET TO A POINT OF TANGENCY; THENCE N0071'03"W 4J61 FEET TO A POINT OF TANGENCY WITH A 1035.00-FOOT RADIUS CURVE TO THE RIGHT. THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 1124 37'; A D/STANCE OF 206.12 FEET TO A POINT OF TANGENCY; THENCE N1173'34E 745.63 FEET TO A POINT OF TANGENCY WITH A 635.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 1372'14 ; A DISTANCE OF 146.34 FEET TO A POINT OF TANGENCY; THENCE N242548E 178.28 FEET,• THENCE N655348"W 181.65 FEET; THENCE N24 06'12'E 108.50 FEET,• THENCE N6534'12V 109.19 FEET; THENCE N1878'18'E 104.60 FEET; THENCE 56534'12'E 36.61 FEET; THENCE N242548E 280.55 FEET TO A POINT OF TANGENCY WITH A 504.00-FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 330326'; A D/STANCE OF 290.79 FEET TO A POINT OF TANGENCY,• THENCE N087738"W 94.67 FEET,• THENCE N812954E 21.08 FEET,• THENCE N0830'06"W 159.85 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A 570.00-F00T RADIUS CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS N0577'05"E, THENCE WESTERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 20'45'53"; A DISTANCE OF 206.57 FEET TO A POINT OF NON- TANGENCY; THENCE N6371:34V 55. 63 FEET,• THENCE N327832E 707.68 FEET,• THENCE N1427'18"W 466.14 FEET TO A SOUTHEAST CORNER OF PARCEL A OF SAID BOUNDARY LINE ADJUSTMENT,• THENCE N012743"E, ALONG THE EAST LINE OF SAID PARCEL A, 400.22 FEET TO THE SOUTHERL Y RIGHT OF WA Y MARGIN OF OLD CLIFTON ROAD AND TERUINUS OF SAID LINE,• EXCEPT THAT PORTION OF SAID PARCELS 2 AND C L PING SOUTHERZ Y AND WESTERL Y OF A LINE DESCRIBED AS FOLLOWS.• COMMENCING AT SAID POINT 'B THENCE N885622"W, ALONG THE COMMON LINE OF SAID PARCEL C AND SAID TRACT J. 998.33 FEET TO THE POINT OF BEGINNING OF THE HERE/N DESCRIBED LINE, THENCE N42 4129V 937. 52 FEET,• THENCE N38 40'09'E 1892.94 FEET,• THENCE N18 00'05'E 1213 60 FEET,• THENCE N5139'14V 370. 72 FEET,• THENCE N622551 V 420.56 FEET, THENCE N22 41'53"W 417.08 FEET, THENCE N1125:35V 192.58 FEET,• THENCE 5725732"W 343.97 FEET,• THENCE N112556V 361. 02 FEET,• THENCE N883571 V 62.50 FEET TO THE WEST LINE OF SAID PARCEL 2,- THENCE N012743E ALONG SAID LINE 678.60 FEET TO THE SOUTHERZ Y RIGHT OF WAY UARG/N OF OLD CLIFTON ROAD AND TERMINUS OF SAID LINE. MICK WEST DIVISIONS 13&14 McCO MICK COMMUNITIES, LLC PORTO CHA D , WASHINGTON OWNER/APPLICANT UcCORU/CK COMUUN/T/ES, LLC 805 K/RKLAND AVENUE, SUITE 200 KIRKLAND, WASHINGTON 98033 (425) 750-8400 CONTACT GREG KRABBE ENGINEER/SURVEYOR CORE DESIGN INC 12100 NE 195TH STREET, SUITE 300 B0171ELL, WASHINGTON 98011 (425) 885-7877 CONTACT M/CHAEL A. MOODY, PE- ENGINEER GLENN R. SPRAGUE, P.L. S. - SURVEYOR MICK UATHESON, P.E. - PROJECT MANAGER UTIL I TY CONTA CTS ELECTR/CITY PUGET SOUND ENERGY 1-888-225-5773 GAS CASCADE NA TURAL GAS 1-888-522-1130 WA TER/SEWER CITY OF PORT ORCHARD 216 PROSPECT STREET PORT ORCHARD, WA 98366 360-876-5139 GARBAGE WASTE MANAGEMENT 1-800-592-9995 PHONE WA VE BROADBAND 4519 SE U/LE HILL DRIVE PORT ORCHARD, WA 98366 1-855-971-1252 CENTURYLINK 2965 BEACH DR E PORT ORCHARD, WA 98366 CABLE WA VE BROADBAND 4519 SE U/LE HILL DRIVE PORT ORCHARD, WA 98366 1-855-971-1252 FIRE DISTRICT SOUTH K/TSAP FIRE & RESCUE 1974 F/RCREST DRIVE SE PORT ORCHARD, WA 98366 INTERNET WA VE BROADBAND 4519 SE U/LE HILL DRIVE PORT ORCHARD, WA 98366 1-855-971-1252 CENTURYL/NK 2965 BEACH DR E PORT ORCHARD, WA 98366 EARTHLINK 980 HAUUOND DR NE A TLANTA, GA 30328 SHEET INDEX C1.01 COVER SHEET C1.09 HORIZONTAL CONTROL PLAN KEY MAP C1.10-C1.19 HORIZONTAL CONTROL PLANS C1.20 COMPOSITE UTILITY PLAN KEY MAP C1.21-C1.28 COMPOSITE UTILITY PLANS C2.00 TESC PLAN KEY MAP C2.01-C2.03 TESC PLANS C2.41-C2.42 EROSION CONTROL NOTES AND DETAILS C3.00 GRADING PLAN KEY MAP C3.01-C3.08 GRADING PLANS C3.41 GENERAL NOTES C3.42 ROAD DETAILS C3.45-C3.47 GRADING DETAILS C4.00 STORM DRAINAGE PLAN KEY MAP C4.01-C4.08 STORM DRAINAGE PLANS C4.21-C4.32 ROAD AND STORM DRAINAGE PROFILES C4.41 STORM DRAINAGE CLEANOUT TABLE C4.42 STORM DRAINAGE DETAILS C5.00 SANITARY SEWER PLAN KEY MAP C5.01-05.11 SANITARY SEWER PLANS C5.21-05.33 SANITARY SEWER & WA TER PROFILES C5.41 SEWER NOTES & DETAILS C6.00 WA TER PLAN KEY MAP C6.01-C6.11 WA TER PLANS C6.41-C6.43 WA TER NOTES AND DETAILS C7. 00 CHANNELIZA TION & SIGNING KEY MAP C7.01-C7.08 CHANNELIZATION & SIGNING PLAN LOT AREA TABLE Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF Parcel SF 235 6,600 261 6,866 287 5,200 313 6,066 339 6,346 365 5,460 391 4,069 417 4,054 443 5,930 469 5,000 236 6,743 262 6,546 288 5,200 314 5,200 340 6,811 366 5,460 392 4,088 418 4,041 444 5,542 470 5,000 237 7,511 263 8,620 289 4,952 315 5,200 341 6,927 367 5,460 393 3,851 419 4,028 445 5,474 471 5,000 238 6,858 264 8,459 290 5,323 316 5,200 342 6,825 368 7,884 394 3,780 420 4,066 446 5,474 472 5,000 239 6,537 265 7,346 291 5,200 317 6,707 343 6,659 369 6,962 395 3,846 421 4,053 447 6,550 473 5,000 240 7,327 266 10,117 292 5,200 318 5,882 344 6,473 370 5,914 396 4,025 422 3,995 448 5,618 474 5,687 241 7,327 267 7,230 293 6,178 319 5,200 345 5,442 371 5,720 397 3,900 423 3,988 449 5,158 A-1 25,823 242 6,475 268 6,240 294 5,460 320 5,200 346 6,603 372 5,720 398 3,893 424 3,983 450 5,263 A-2 903 243 6,806 269 6,240 295 5,460 321 5,200 347 7,290 373 6,581 399 3,893 425 3,979 451 5,135 A-3 961 244 6,240 270 5,408 296 5,460 322 5,557 348 7,183 374 7,008 400 3,893 426 3,977 452 6,014 A-4 2,232 245 6,240 271 5,408 297 5,460 323 6,295 349 5,407 375 6,050 401 3,894 427 3,977 453 6,986 COS-1 5,878 246 6,870 272 5,408 298 5,460 324 6,300 350 5,621 376 6,026 402 3,893 428 4,433 454 8,535 COS-3 7,335 247 6,777 273 5,408 299 5,460 325 6,300 351 5,588 377 5,713 403 3,893 429 6,011 455 10,000 COS-4 27,254 248 6,957 274 5,408 300 6,299 326 6,300 352 5,430 378 5,775 404 3,893 430 5,983 456 9,781 COS-5 20,472 249 7,104 275 5,408 301 5,591 327 6,300 353 5,903 379 5,775 405 3,893 431 5,599 457 6,518 COS-6 1,372 250 6,870 276 5,329 302 5,000 328 6,953 354 6,887 380 5,775 406 3,893 432 1 5,789 458 5,000 COS-W 12,352 251 7,261 277 6,031 303 5,000 329 8,028 355 5,408 381 5,775 407 3,893 433 6,224 459 5,000 P-1 42,484 252 7,266 278 5,847 304 5,000 330 6,930 356 5,408 382 5,775 408 3,643 434 6,087 460 7,745 P-2 79,584 253 6,983 279 5,713 30S 5,000 331 6,600 357 6,220 383 5,775 409 5,254 435 5,436 461 6,410 254 6,240 280 6,059 306 6,251 332 7,457 358 6,943 384 6,514 410 4,881 436 7,242 462 5,000 255 7,244 281 6,059 307 5,118 333 7,638 359 6,914 385 4,091 411 4,577 437 6,825 463 6,921 256 7,236 282 6,059 308 5,000 334 7,030 360 7,225 386 4,109 412 4,509 438 8,698 464 5,483 257 6,000 283 6,780 309 5,000 335 8,043 361 7,458 387 4,359 413 3,897 439 81173 465 5,309 258 6,000 284 5,204 310 5,000 336 6,986 362 7,337 388 4,359 414 3,872 440 7,699 466 5,282 259 6,000 285 5,200 311 5,000 337 5,676 363 5,460 389 4,359 415 4,583 441 7,318 467 5,115 260 6,000 286 5,200 312 5,366 338 6,444 364 5,460 390 4,359 416 4,060 442 6,199 468 5,000 PUGET SOUND SINCLAIR INLET 16 a c� � � o 0 0 ti z SW LID CLIFTON RD a w -- o N SITE �pO11Z �� WOODS 0 v !W11h VICIN17YMAP 1" = 4,000' 271 ?72 318 319 3Y 321 322 3 317 316 315 314 313 3a� 31 311 312 3A6 Sol SITE MAP 1 " = 300' .goo 299 - 298 296 295 294 293 PW21-054 PW21-055 IN •.V, < : oo a': J:o z mac;. o �byj o��� bps • • w � U Lri � ? U w � w Q o Lu �a0C� a C� Q Z wN�>" J Q Z >Z � C U ICLV) Z 0 m 0 0 0 _ M V) 2 Lu N �\ a -Name�Iz 0 0 �v 1-4 v, 0 I� O \ �V \ �\� W� �s, :� L"'� c::) W� vQ� V � � O O v v� v W � W R O O W LLJ Q Q = Q z N Q Q Q U R U O > o � U_ O 0 w a_ w > z z O w 0 3;: (n Q Q w 0 0 0 o Q SHEET Cs. OZ PROJECT NUMBER 21062 PW21-054 / PW21-055 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. L L Z - W / \b ----- ---- .�� 0 SCALE: 1" 200' .�� Ma� 0 100 200 400 ........... \ \ wz/ co co N zu W c�co •- J Z �JCL(JI) Z.: , ... Q o w %_. _..:.. j.:..-.:..:.--- LLJ P . PP -� *,4 1 �. I -_� P M V 1 �RIN W �C� oQo lP a� Q Qc Qc < z P P O Ld P w PP PP P a_ w z z > O 0 0 o Q SHEET IlL PW21-054 PROJECT NUMBER PW21-055 21062 N N N N ►i N N I N N la IS O U O N w N N N N IS O U O N w N N N N IS O U O N w SEC. 8, TWP. 23 Xf RGE. 1 E f W.M. SEE SHEET C1.12 ry 104.00 v U O / II J N87'02'39"W 104.00 0 � I� \ a \ / o \ o 0 M 252 �o I N v IN82'13 26"E 104.00 II PC=11+ 253 0 o \ 254 / 1 ,f'1 0) 255LQ .41 s 00 / . .. .. U J c j o N86'42'09"E 112.37 0 N I II � 4 i d i i 0 O M U O Zr) Lo 00 O 00 , Z r Ct _ SEE CURVE TABLE, 256 P P SHEET C1.19 (TYP) \ A" N88'0131 "W 137.49 P�r �Y =N N N784626"W 100.00 tk , 0 A 266 co p s I - O - 257 co cS r N,04p V P N89'29'11 "W 80.13 2 ' 82 N7846 216"W 102,36 00.00 Q rorco o I / IV R32 a� 267 l 258 265 0 Cl c,°� cco Nip• O 100.00 4p25"w ' 0 O O 04 0 C48 136.46 O N N O r^j r•-� 100.0 259 `� W 268 264 po \ 00 ,M �. 00 I ^ T �' Q rn o z _ `� N1oo•op Z 104.00 80.27 78 46 26 "W 145. 27 rn I_ 2 65.00 00 ^ni I 269 260 o o� o o � o 0 P N� 0 263 � � 0402 " x �, , N78462 . 5 W 104 op 262 M 6 ,W 100.00 Z I zo " " N�04025"w 1 mo / 0 65. ^ d' Co P o 04.00 ®�f o �ti 79 261 65.00 5+84.00, ROAD G = 4+04.80, ROAD M _ I C58 o ,n`v G6L 30.97 N7g4626"W 304.8�0p ° �� N784626"I I> 100.0 o0 1040p O° 16+56.51, ROAD N = 52•p0 N784626 W 218.88 O O 75.0( / h �X 1+00.00, ROAD M I " `5200 I y P / / 0 52.0o tid 271 O 0 31.91 �2�' N7g46'29"Vy 5400p\��( / o' ^^? 165. p' o g 104. op 318 319 0 320 0 321 322 N e `? Z o 75.00 c1 SEE SHEET C1.14 0 �O P-1 0 \ U / / o° /oX J U .00 o° X c rW N z 1 I 0 cs CIO O �I m Q \ ° \� �- \ I 1 � o OI 1 h I 33 97.43, ROAD B = I I 5+ 9.80,�ROAD M s s s O w V W W W o N SCALE: 1 " = 40' �� 04 N Q3 y�z N 0 20 40 80 J $ Z. W 00 t•► h �1.12 � �V uCKQ� Lu Z a O oo. ^� w2 C215 C218 J G Z � h C217 I C218 Q a V 0 I^ O \.J O � M V Lu O. W z O O N Z� v 4 J O O O q%% N O � Z J ,44 VQ O N 00 v Zv � v W ? W � V � 0 p W w Q •� Q = Q =O Z N Q Q > O W U_ O 0 0 W > 0 3 ° (n Q D_ Q W 0� D_ 0 0 o Q SHEET C1.13 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. N7p 4p2s„w '°4 oo 0 11 7s.00 I 270 /. �- _ = qpM Goo ___ 30. N78 46 26 W 3f c N78 46 26-W N 97 304.8�00 O �9 103.27 100. 0 0 104.00 O 5200 N78 46 26 X P op 16+56.51, ROAD N= W 218.88 % O O 75.00 P / IN �oX 1+00.00, ROAD M 52.00 No �0 P 52.00 _ \ 271 / 0 31.91 RtiG ��O 5f00 o M ,, N78 46 29' w 165.0' o - Ao M o 6> '04 00 318 319 0 320 0 321 322 c5g i I h z o0 75.00 o ® C296 N784626"W c 272 rn r 66. s 104.49 s1.81 ° o 52.00 o O 0 104.0O 52.00 N78 4626» O 0 h �0 52.00 52.00 I 300 52 0 00 co 52.00 O 5 .� 273 o s2,o06.s1 O r N 105.00 Cri 317 0 o o Q LW o =0 10.1 316 0 o Q- h ® z 315 0 Z 299 0 14+12.07, ROAD N = �� 314 274 1+00.00, ROAD 0 0 '� I o 0 �0a 47.23 313 105.00 52.00 • • • • Q.,'04.00 �X �� 52.00 X o Zf0p h `C, RO 52.00 298 4D 0 37.00 G6N o e . . . 275 o G6� 23.33 50.00 N7g 46 26 W 3 99.2-4 �n O / 50.o0 - -f 1 1os.00 o° 1V70 4p25 W 10 50.00 �O �' N 4 I 04.00 o i h h • �, o0 50.00 �00 297 0 Q' v� 30,00 3+42.00, ROAD G = N o O o�, rn O 4+39.24, ROAD 0 "' M SEE CURIE TABLE, 276 sHEEr Cl. 19 (rrP) � o°` l= 307 _� 308 0 N, `b ' Sg z 309 0105.00 104.03 310 o f 59.25 311 O 296 � 57 00 so.00 312 277 / 50.0p N784626" oa W 50.00 ,`� O c, 50.00 50.00 0 105.00 I I �6Jg302 O�cb 0�, PT=12+56.10 O 50.00 50.00 N n "� p 0 ii o 50.0 N 900 c� � ° 55.00 306 '�' 5725 295 278 M 305 o o 304 o z I I Ns�?>• 11+75.91, ROAD N = v^ V o z o o OO 105 00 it �v 1+00.00, ROAD P ��N 303 0 o 1 00 `b� 0 �0G C450 24. 0 302 0 279 ��"6927 �'w o0 301 I 294 CD 50 CD N I `n I \ \ NS • �`� o� Ra20 p _��� , 50. 00 ^' 105. O oy� 826¢0h� PT=11+12.90 / C452d,9183g �- 50.00 112.00 70 1263 500O g00 c^� .o C453 C454 _� 1 �O ROKO 0 32.25 G�� R3T " 1+00.00, ROAD G = 280 �x�0 35 52.00 A17846 27 WW 3pI 4+83.04, ROAD P o0 ¢foo 293 I � 52.00 � �� v �o \ 0 52.00 /V 6654 S ry c, 52.00 O S C315 N7g 46 26"W 104. 8 49 'OA2. 00 "�� 283 500 w� f t\o 284 0 0 4.21 °�N oos \� A_ 85.58 285 C319 � 2' �N78 46 _ �281 W 80 7 o 22 82. 286 0 0o N78'45' 5"W 52.00 N 15.00 O 52.86 58 287 0 13.13 52.00 o �1 N7523'18»W 1288 50.00 52.00 N040p 5 fo 50.00 52.00 289 o UC,q M 50.00 52.00 N7 290 0 0 282 O o 0 50. 00 8 46 26"W 52.00 291 0 0 474 W 5Q 00 52.0o 292 W 0 50.00 52.00 473 I_ _ N83'51'37"W 104.00 472 0 52.49 52.00 z - � z U 0 O PC=9+16.86 c8s 471 0 0 54.53 52.00 0 N00'32'19"E 3.34 �tiG 40.1g 470 00 0 00 51.03 520 90.18 10•50 9+13.52, ROAD N = 0 50.00 469 0 _ , 1+00.00, ROAD 02 _ 500 468 W o I N89'27'18"W 104.00 O h ��O' �� - �f 50.00 467 o 0 co h U " so. 00 z 466 N h O O " �'` R 5 Z 465 04 M G11� 46.22 N7$ 4626 00 0�p 0.00 o 345 W 402.1� Q2 50.00 z - I r so.00 f- 21,6 464 i o I I C- o 40O 1 0 Z so. oo c86 o COS-5 LLJ _ C87 N89'27'18"W 105.35 ^ 50'00 Scnr, CRD I SEE SHEET C1.15 SEE SHEET C1.16 IZ? SEE SHEET C1.13 O 65.79 261 65.00 5+84.00, ROAD G = " 4+04.80, ROAD M 2f00 97.45, ROAD B = 9.80. ,ROAD M Z ^ 0 R R R w V W W W 0 N-) SCALE: 1 " = 40' �� N Q3 y�z N 0 20 40 80 04 W m C111 "o r cic o m a y'l ZUZ>- o / C�L.15 C2.16 J Q W C �.�C217, a N 2 0 z m � o 0 M V) Lu 2 N a W z 0 0 N Z� v Q� V 4 M V w �� O rO Q � V � Q � o N 00 v Zv � v W = W � v � 0 W W Q •� Q = Q =O Z > o w U O W > 0 � of (n Q D_ Q w 0 w 0 0 0 Q SHEET C1.14 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 Xf RGE. 1 E f W.M. SEE SHEET C1.14 U I N83 51'37" W 104.00 I PC=9+16.86 N N00'32'19"E 3.34 9+13.52, ROAD N = O 1+00.00, ROAD Q2 N89'27'18"W 104.00 1p o 00 N CV m N O O O W 345CN N PO co - O Cl Z �\ N89'27'18"W 105.35 p Lo � N n O cp N z PT=8+21.24 346 N ^`0h N 753p�2'W 10400 100.0 347 o " 661 1 S9� Q e • • • • _ s 1 P 348 sue, p / o YYY G091 s s 349 Gti9° � i � o �o 350 Ggh 00 tK "� � / • " " " " �`� ��oo Gg� 5k00 L'�50�5 G11`L PRC=5+62.54 352 " ��0 Goa �� 453 PC=4+24. D� 4- P 353 �� tig�� R0 c�°y 452 s� "E • • • • 'oo PT=3 86.53° /I�1 r' o N65titi IT 451 CID 354 450 00 27.86.,do (I'll " `'��. 449 443 g2.18 °o,° v 100.0 '.0 Co 448 G� 444 SEE CURIE TABLE, o ro y SHEET C1.19 (TYP) 445 PC=2+75.02 o° ��. 446 C307 �- / / 'QD G�Rg >� A- bb. 0 369'oo a 0 370 ��� 2 447 0 �50 +00 / G� �oL-1 371 355 G22g s� y 51 ,.y�o� D o; 372 5 C335 ^�.5,�k6 �� � C152 3r 0�- °koo s a 401 00 373 '� 55°° _ _ _ 356 405 Off. °s1 00 b c �g 12 / 6k � R20 �i. c90 .0� z+00 0 �_ �. °�° �� �� ems. 404 00 374 1� 11�5° � 4+85.77 - o s?° �°O 7+52.68, ROAD W = G�Iy /= N6a2� 21 4+56.77 R43' k o� o�ti ° 1+00.00, ROAD N ��^�� 'L�o 0o G5a1 / 0 ` �� 403 0 2+55.03, ROAD X = o��ti �.�° 357 ��� X \� O >>° 1+00.00, ROAD Y � .o~' s�� o G 375 G ,, ��,5 �,� �� �� ,� ti� 402 PT=3+41.27 yo,• ,tlrul, �s kO \R$ \ .0 Cl o R 358 �o °° PC=2+30.54 54 U 376 �� ��� �� 368 �,° 412 p� y8 c's 0 2 � X �O � :°S k�0 �sr� mho �h^� G 9 5+37.08A-1 = �� 419 6�°' ��� 'LQa - / o n °°� c�a� . 5+37.08: A-1 A rA SEE SHEET C1.17 SEE SHEET C1.18 o w R R R V 0,00 ci— NV --) SCALE: 1 " = 40' �� N Q3 y�z N 0 20 40 80 �s ...• °� 00 C211 I— h V N 7 u W m co o 0, Z U7 2 '� r C115 C2.16 J Q L W G ��C217 1C218 CL 0 Z `° � o 0 M per. w Z 0 0 N d' Z� v Q � V nJ M V .6 J O O O N ~ D�z Q� Z ��QC Vc � � O N 00 v Zv � v W = W � V � 0 W W Q •� Q = Q =O Z N Q Q U_ O W > z_ 3 ° I— (n Q W Q W 0 W 0 0 0 Q SHEET C1.15 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWR 23 X . RGE. 1 E. W.M. N83'51'37"W 104.00 PC=9+16.86 N00'32'19"E 3.34- 9+13.52, ROAD N =- 1+00.00, ROAD Q2 N89'27'18"W 104.00 SEE SHEET C1.14 / x o 00 0 �ZkO C PRC=10+42. 0 2 Vk3 445 0o C146 CA45 CA41 N22O 5'41 "W 'moo c�4a �N22'45'41"W 1 10+0% 410 G149 k / C234 C236 \ v 0 3 20„E g0.00 / C233 Nl6 9k00 �a9a5 o 0 o. N 409 U I cD 411 O N 408 z M U %�� Gtiti 407 o N85'36'31"E 90.00 406 z G �js 405 o C384 C385 I Lo 412 M c3g3 8100 _ tiffs' 404 �$ C3a2 �� N N86'09'01 "W 90.00 0 C425 7+ 0 C423 car Op 8+64.47, A-1 = 403 0 C422 2+22.99, A-1 N L n 413 M o i G4ti, �2 N86'09'01 "W 90.00 00Col. co 415 k 1�0 416 W 417 Z — CD cJ N KS z � 414 418 2 N25'36'0 70 N86'09'01 "W 86.0410. x 1� � � C257 C45500 5+37.08A-1 = oo C259 C255 / ry0x 5+37.08: A-1 419 s C26� G25 SEE SHEET C1.18 ROAD Q2 IM ti ^� C' N,354 00"W 9j,2 Z PT=5+87.20 9946 0 36.90 435 36.02 iM A17 �^ 0.75 —3 �O.,W 105 07 C125-2 OO O v 00 t^O. 00 �� ��x Xoh / C�" 432 41 ,OtS PT=13+37.28 00 3.60 tis 431 .00 o� 430 :0 �00 434 �66-4 SOS 00 / /-//,— SEE 292 M M z )0 O 50.18 10.50 NI 0 rn U O I I o COS-5 z O 14.6,5 G�9 )4 \�'`00 �30 26+51 7+38. V o ^ w V 0,00 zl O-1 N --)I T SCALE: 1 " = 40' �� N Q3 (Zy N 0 20 40 80 l e/ 11111..: 1 I�n13i1 w 04 U � 0~ CN zU v W Q p Z CLcic 0Q CD o, Z ? U- W c V) � � Z j >zQQ:t 0) s a F O co I^ O \.J O � M V c ` a w z O 0 N Z� v Q V JM V w � w O 00 �C4 O � Z O o� �Qo N 00 v Zv � v L4 = Li � v � 0 W W Q •� Q = Q Z U_ O 0 0 W > O_ 3 (n Q W Q W W 0 0 0 Q SHEET C1.16 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E. W.M. 0 SEE SHEET C1.15 o s �6 sAl X ri 4 4 10D tK 374 1� \ 50 � 4+85.77 7+52.68, ROAD W = 'S �1 E ,1� 4+56.77 R43' o0 oti o° 1+00.00, ROAD N N6$2 ,"�• 357 9� 2+55.03, ROAD X - t� 'rr° 6 pp Rio 1+00.00, ROAD Y 0j6j o' s�i 9s 375 X �Xoo �%`�°�� 66 c'6s PT=3+41.27 1 \ �o \ 0° P o0 358 " ClC175 h� coo \ PC=2+30.54 � o o R20' \ ��2 ��° P U I� 376 '°� 368 25.0 \ �29� h 00 v \ °-° 359 °° C176 rc� % \ �9, C.o �X `>xoo ����� O°O C447 367 sip90 R30' 377 110, 366 ?°° = 360 Ss " 1k co � ° po 0 c�i N O° s °p C. 'L 3r 61.79, ROAD Kph \ V°o �srq, 398 00.00, ROAD \0 9s 378 ss° 365�0 �� h0� PC=5+13.43 6 9�00 \ O °° 361 397 s6, �91 0 379 ss° 364 ��°° N694z47,w ° 8s x 9� 7S L?cv, 396 ioo ss°o 363 s��9 =� N7s0j 07„w 9S ss \ xo p ss 380 cd 395 �0 o n �9 ssoo N75 010j.,w I 381 `Ss 0 PT=3+61.31 0 94.92 �� 362 \ s 394 ill o PC=5+11.83 LjW s�° s X csN750107" C-) I 0 382 sR� Xoo c`�s0 PT=5+55.80 ^ l '�, w 94.72 "J Dv- G349 . M ° W O° C355 ' o �°000 �X° �" o^�" Z 393 c o \ s° sQ o o COS N750j 07" M 0 N V \ 383 �s w 98 4 1 h \ s� 3o 2+62.49, ROAD W = R20' 5+88.10, ROAD Y o Q S C444 Nss,, j 392 titoo C, N7 3 3ly S .00 PC=2+43.07 6�9 �1'07yW L) �0 106.17 — �,° 3845,4 6 08 Cl 7.11 o� 2� CC388 ) Cl., 3+ 1.10, A-1 S 0 0 o C402 Gpi o 6 391 c403- ° I ` C445 N86.25 O-W o C404 C405 20.00 EE CUR BLE, o `�2s8 ��'� 390 o T 01.19 a o CD 0 cgo� 389ui W X c 388 `9 399 387 +79.80, ROAD 00.00, ROAD W o cos w Z \ �398 C397 \ C396 °o C196 R,43� d ,66p 2„ - 121 8' 2606.41' ------ ------ --------- A V W W W SCALE: 1 " = 40' �� N Q3 y�z N 0 20 40 80 J $ �?: W 04 00 co 0111 h CN V �C �C Z W O i; a y h ZUZJ�- CL15 J Q ` Z s �\ >QQ� a C1.17 I C1.18 J a N 0 z m I^ O \.J O � M V Lu W Z 0 0 N ch Z� v 4 ♦ V .6 w 0 \ � ~ DMZ J W VQ � o N 00 v Zv � v h fill = fill � V � 0 W w Q Q = Q Z Q C) > o w U_ O 0 0 w > w O 3 F) Q w Q w w 0 0 o Q SHEET C1.17 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 / /., RGE. 1 E.. W.M. VVV N / k 1p R20 /� \ ' 7+52.68, ROAD W = �/ °° 1+00.00, ROAD N ti11 357 Q� G� k ?,sue "��'��/ 358 ° VN 0 401 o � 00 �x tis 400 0 398 PC=5+13.43 00 90 v 397 / N69 42 41'w ^� c 396 / 0107"W g5.5g VA _ O d ^� lC� N 395 94.92 � l 1 , 394 WN7501 p7„W 94 I 72 M to 393 c o 3 : N75 01'07'W 98 54 N8 392 00 co t 1 O N750107"W 10617 �i Lo N � O 2 C3g1 1+0 .00, A-1 C388 z Z- x�0 C 389 C397 C396 >'—N28'44'27AV w9, ROAD B = "60, ROAD V SEE SHEETC1.16 �Lo 411 C384 o C383 N86'09'01"W 90.00 `'� O i c 9+99 44 A-1 N At WRRR o 0 0 WWW SCALE: 1 " = 40' �� N u� Q:3 �• a N / w N fq • Z 0 20 40 80 o W m 01.11 co - U co Z V N � _ v 4 C113 W W o � U { C217 , C218 J CL V ID z m � o 0 M V I\ Q <n s a ® W z o 0 N / w-4� �o % O V~ _ o 00 v Zv � v h L4 = Li Sx Q VQ� `4 W o — Q Q = Q o z 6X •' > � o � � w U O 306.93' oLLJ 3 Q w Q w D' w \ o 10 10 1Q SHEET C1.18 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N W O O O SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. SCALE: 1" = 200' 0 100 200 400 "00 1 PW21-054 PW21-055 Ir-)1I- 0E eme Q N. Z W co U co c� ~ N zULu � w Q o COO, � Q Z Z o - W vUj 2 �QCLV 3 s Z 0 m C) 0 M V) N U-1 V) �\ U —Name�Iz O 0 ,qw,or 2 LAj_LAj Q Qc �Q=Qo �Q�Qz j v Q v o � o w a_ w > z z O Q w Q w ar� w 0 0 o Q SHEET C1.20 PROJECT NUMBER 21062 ►i SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. Ld o�� / /i/ / X/ / ///// Z N \ SCALE: 1 40:�`� °�••?, N N N 0 20 40 80 o : 0 0al � co Opc12.1 U w jioo�W o0 r r 1 cs22 r Q) � N _ 11 ,f 00 / 12� 00 _��� ss so i� `' Z Z cil SS / / SD I � C128 ' ,7W �LI r^ O vv ��/ ----- — L�� \ �/ Z L —CID r^ 7V U CI-25 C1.26 i cs27 �cz28,O Q CL N \ _ V t' 6601580 PR — y / ' / Q V AV A V \ o 1 ' \ S7TATION ---- ��' i \ \ Q) m o \ \ \ \ \\ Lo LLJ \ 101 — z \ 0 0 235 o w Ws \ V \ / s / 236 �I so \ ----- / / ", 55� Z CS 200 z 5 Q M — 237 +oo I I I l 4 SSMH 74 Nz SSA Z� �� 1 I I \ III �� �VA �o \, CLEANa7/� ss-ss I I / I 1 IIIII \ j (TYP) �ti I I / I 1 IIIII Q =� 238 II / I 1 IIIIII �� �oo \ _ N I I I I III o \ �� 344/ IIIII I \ IIII FIRE HYDRANT\ ,T IIII i I I IIII IIIII r 0 o •\ / / /� , / / / (TYP SSMH 200 I I I N I I I I I -� � , I I I N I ► IIIIII � V � 239 I I I I I \ \ I I I I I I IIIIII 6" STORM E SERVICE 6SEWERDRAINAG'I II II I II I I I I V I II I V� TYP l (TYP I1111�1 I �11 II II IIIII V 343 V JIIII IIII olI I I I I I i _ • l \ \ \\ \\ \\ \ 240 ) I I IIII I I IIIII Q \ \ 8» DI (TYP o �, o �w o �c� 342/ /II I IIII I I I I Q z Q =z \\ I I III I I I IIIII �, j �, z WATER\METER l i SSMh' 0%/ I I I 3 I I II �QQz /1(TYP) 1 / I 11 I IIIII Irl I IIIII Q �� 241 ti I I III I IIII IIIII > o w / \ IIII IIIII o ° CB 2 3 1 I II IIII IIIII Ld > 1) IIII w° \ \r� , �� ( ,� I /// III I I I I I Q w o' 1 11 I r � V) Q \ 1 II I I o 0 o Q SHEET SEE SHEET C1.22 C1.21 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C1.21 /-� \ / 1 1 I \ I I 1 \ I ' I' I � i mmm0000 r 25 / \ 1 J / FIRE H, SEE SHEET C1.23 N SCALE: 1" = 40' 0 20 40 80 �FI�Giiilll,. IA PW21-054 PW21-055 ,-.ZiP-)7N- 3.10 R .... SEE Q �3 00 1 Q N. Z byipwv w ck� CID U CID c� Lo zU o_ cj:�Lu W Q p lz ? � o ui (n 0) '>zQck� � Q CL 3 0 Q 0 M V W �\ a ,qwI L.Lj Q Z v L.Lj Qc j Q v = Q Q v o o � w 0 Q z Q U w O o w a_ w z z o w 3 Q w Q w ar� w 0 0 o Q SHEET C1.22 PROJECT NUMBER 21062 N N I N N ►i SEC. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C1.22 A kl- ----1\ 1 / \ / I / � Z I i CB Dls ,301 i 267 / l 269 26. \��I I , I CS 21s � ss�lH 21 6 270 FIRE HYDRANT � P � � )DO.° 271 I CB319 2 DISPERSION I i TRENCH (TYr� I \ SEE SHEET C1.24 I t N i� SCALE: 1" = 40' 0 20 40 80 r ref--rne . �y► a� •y....:a III �! .,; sss Wwwmmmmmm y: 2 W 04 00 co � (^ v ~ N zU v W Q p ?cic a o 0 a < Z WV) ? c >zQQ:t uQaV a I ch �v M V 0 p �C4 94 o VO v v� v W =E o�oWW Q Q = Q o z z< > o w U O 0� LLJ w > W 0 ° v—, Q o_ Q W 0 o o Q SHEET C1.23 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C1.23 SEE SHEET C1.25 SEE SHEET C1.26 t N i� SCALE: 1" = 40' 0 20 40 80 PW21-054 PW21-055 A W y: 2 w U w °p w � ~ N ZUclic v W Q p ? a a U"Si a� -Now 1 z 0 0 I WW o�oL4 Q Q = Q o z Q 6 U O w w O 3 I— cn Q D_ 0 0 0 Q SHEET C1.24 PROJECT NUMBER 21062 N N N N SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C1.24 F _i li jj> P p ' P I CLE DIS _ioQ,o / \ / I CB DlS 369 370 371 I 55UH 3 I 372 ,I l I l l 373 262 I - I 374 l I �9��� (SSMH 1 357 SSMH 2 l l 375 / �' I \ \ Z / 402 / / \ \ CS DIS 4 J08 0 SSMH 6k CB 286 ��" � - \ � � — 358 / 1 55 -. CB 285 368 \ / 8' 3�6 ' �.P 25.0 % / 401 B 262 412 _FIRE HYDRANT � � / � / � / � 247 CB 284 I - - .. .. / CB '26JI 419 SEE SHEET C1.27 SEE SHEET C1.28 W SCALE: 1" = 40' 0 20 40 80 PW21-054 PW21-055 0 W C �,OO� % .o�a;2 N ;y�\� N N J o W 04 o CN ZU v W Q p ?cic a 0 0 a Q Z W u ? c Z Q:t Q UQav�i a � I �v M V 0 p �C4 J.r , LQ � o O VO v v� v W = W QQ� p p W w o ci: q Q Q = Q o z Ld > � zi% U O o � �� w > 3 F) Q o_ QW0� 0 0 o Q SHEET C1.25 PROJECT NUMBER 21062 FIJI Wft-i, N, % 1� NCI ICI+� 1� u III. �I 346 / I 347�� I SSMH 22 N- 348 / 454 W � I I 1452 144 I ` 45� / I / I / 444 I \ 445 - 11+ \\ SSUH 2 ' I SMH 23 CB 49 4 / 408 09 CB 0 407 406 � 405 SEC. 8 TWP. 23 X RGE. 1 E. W.M. SEE SHEET C1.24 w 1 292 471 470\ I 469 I I \ I 1 �� 000 � V V V CB 240 46s / l I I /l / /l / / / , / I I / ` _ w / I / I I S SS SS � SSMH 31 / //467 � 1 I /l// � 4661 / CB 239 46 ~ CB ,38 / 4/64 n I I I / I•.,. I / I / SCALE: 1 " = 40' �y'� a� N � . J ¢ N 458 I + I / 11 I I I 0 20 40 80 459 �1". 1 S. 230 b \ / �62 / l � � �, l l l / � 'l l l � l l r � / / l W \ \ 460 461 / / � 11 I 1 I / / FIRE HYDRANT l / CB 244 \ l l / I (TYP,� / 435 \ l l l 'SSMH 401 456 CB 434 / / l 1436455 ,R 02 11 J 443 00 v co 0� CN ZU v U W Q p ? a U c� a Q Z Wu9'- = � � Z j s /437 l / WA TER METER SSMH ,34 / / / // /// �/ �� V) � (TYP) 433 I 1 xoo / / / Q W cn / 4381 z 6" SEWER SEIYVICE /' (TYPE / 5a 432 I I I 1 439' 6" STORM D AGE I I SERVICE (TYP) �x�o 440 1 x 431 / CLEANOUT I I I / l l / // / M V I 441 (TYP) j SSMH 235 442 I 1430 So / O J 453 ���00 oe l 410 ' l l / ON, �V lI/IH 242 I I / CB 1770 �xo°i I I o / `� 411 1Ld SSMH 243 413 �,; so / / / / � /� � A / / � � � Q � Q z � SSMH244 / / l// /r , ��s1z:Q / JMr7 L`f 4 5 / / / / / / / > o w 1 416 o / / / / / / / \ I 417 / CB 259 /l // / / /l l / 49 / o ° _4.14 / � /l / // / l / �� /� / � / 4181 z z o 4119 i � i/ ./ ,l it �./ � SHEET SEE SHEET C1.28 C126 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. TWP. 23 X . RGE. 1 E. W.M. SEE SHEET C1.25 Lo 0 W R R R SCALE: 1 " = 40' 0 20 40 80 $ �: C221 ~ vi p ? Lu m a 11.24 yii c J W Lo Lo Z C125 C1.26 Ci.27 , 28 Q ram;, s 0 z m I^ O \.J O � M N V) o N ti } v � a W W W z St^ o W �v M V 0 p �C\4 J, Q3 � o o� o VO v v� v W=W Q�Q� o�oL4 ci:(D Q Q = Q o z > o w U_ O 0 0 w w O � 0 0_ 0 0 o Q SHEET C1.27 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N SEC. 8, TWP. 23 Xf RGE. 1 E f W.M. SEE SHEET 01.26 S`- / /357 DIS J08 I/ SS�I�IH \ 358 / /l 401 H / 400 / 399 397 4U5 , 8" ss I I 410 CB 251 404 s" S 403 CB 260 SSMH 243 SSMH 2 CB 261 413 I SSMH 244 416 T 402 k o / SMH 24 41� 5 - S6 1 0 s 41 I l CB 259 4 � 41811 �141 2 B262 � 1 _47 / 1 CB 263 4119 420 - — foo SO CB 177JI ?"So 421 / / CB 265 CB 264P SSMH 2' Xo r l CB 422 274 i 6 STORY INP�E v F � 423 SERVICE (Tj l \ 6 SEWER SERVIC 396 SSMH =4 NWA TERM (TYP) / 395 W , 27J 42511 SSMH 250 394 426 SSMH 251 393 3 427 / / e 5 / 392 i / 428 275 CB 270 1 CB 1 3 CLEANOUT (TYP) / ,16 P2 CB ► / // F x C CB \4, / </ �j 660/580 PRV STA TION S° \ / ' // // I � � "moo �-�� �° / _ 2 CB267 , I / So \\\ I� 389 I .385 388 1 387 386 SSMH 254 416 ol o I r -- -- - ( I I/ �- --- -�---- ---- �� 1 --- ---- -- — — - - ----- - - /--- /- 8 / I I 1 306.93'\ 17 / \ Ld o 0 0 WWW o-N--) SCALE: 1 " = 40' �� N Q3 y�z N 0 20 40 80 W 00 C221 ~ co co CN U z p �C Zw o a h C1.24 c wUZ>' 0) Z Q:t C227 I C228 J CL V CIO Z � o 0 M V o N a W z 0 0 N ch �v M v 0 l� ~ O�z - LIZ Qr o VO v v� v W ? W v 0 p W w Q Q = Q o z > o w U_ O 0 0 w > w ° Q 0 0 o Q SHEET C1,28 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. I j � 13342 � x472.2� 1334fG x472.18 x47 i4�G933 SCALE: 1" = 200' 0 100 200 400 "00 1 PW21-054 PW21-055 Ir-)1I- 0E eme N. Z W co U co c� ~ N zU � w Q o � Q Z Z o �" W vUj 2 �QCLV 3 s Z 0 m C) 0 M V) N U-1 V) �\ U -Name�Iz O 0 3 ,qw-.OF LAj_LAj Q Qc ooLj �Q=Qo �Q�Qz j v Q v o � o w a_ w > z z O co Q w Q w 0_ D- Q SHEET C2i 00 PROJECT NUMBER 21062 N N I N N ►i SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. y/ G�'v 4 I / ,armor �� i i i 30� \oa►aet un.,er I 00 \ L 7_r1__ �6>'l IN - - \ I 4 ���� o \ l l� ���� �1 I I (I I I o 0 1 � 14- 1 J I II IIII II I �I �� d�00 --____ 13+00 I �/ — IIIII I I I IIIII II �I1111 1\ / \_ »foo ��2foo _ I I I I \ -�� ell - _ _ - - - - / ------------- \ / / \ 1 �\o. _ — J \\\\ \ \ / (� III STABILIZE ALL DISTURBED N� \ \ I \ \ / J J I I I ����) \\\\ \\ / ��/ AREAS ON FUTURE LOTS \\ IMTH HYDROSEEDING, 7f p0 PLASTIC SHEETING, OR / — -6 p0 APPROWD EOUIVALENT / ( 236 TYP� 5+ BMPS 235 COVER 0 f � STABILIZE FUTURE ROAD ROW Ems_ / 4+00 WITH FIRST LIFT OF 237 E \ L / ASPHAL T AS SOON AS i --- 3+ o'i -- POSSIBLE PER BMPC107, \ SHEET C2.41 (TYP) / 6/ _ 23� o , j �� ACCESSARY CONSTRUCAON ICI II V 239\� I I I \ I II II �I IIIII / / / / /j/ / \ J- _� 343/IIII11 FILTERFABRICINLET PROTECTION PER DETAIL, %` \ 240 SHEET C2.42 (TYP) DOUBLE LAYER SILT FENCE / \ BETWEEN PROJECT DISTURBED AREAS AND DOWNHILL WETLANDS 1 I I / I 342/ / II TYP); MONITER AND MAINTAIN \ \ SlL T FENCE PER DOE BMP C233 I I - I I I I I i r i / �I — / l ( / / ALONG DOWNHILL AREAS (TYP) III I I I IIIII I J I / J —/ / AS REQUIRED --- 241 / � I �J \ SEE DETAIL, r�I) I � 1 11 SHEET 1 o III —_I �, i3 I Ill/f APPROXIMATE I 111 I I I I I I� -- / l l l l \ 24 I \ ll/ WORK LIMITS (TYP) 1 I 11 III I I ROCK CHECK DAMS // / I /// // I I I IAA\ \VA////- � APPROXIMATE WORK LIMITS (TYP) \ \ . . . . . . I \ \ I / ' 0 3 \ , \ 37 i / / - - _ _ _ - / — \ \ \ \ i / ( ( I I I //// TEMPORARY INTERCEPTOR DIKE AND SWALE— / \ \ \ J 24 \ \ PER DOE BMP C200 (TYP), SEE NOTES // O / / r- 1 \ I AND SPECIFICATIONS, SHEET C2.41 6 ����///// � l _ — 247 %/� .,— \ T\ II IIII 1 // IIIjIj // /// / / / ' lIli llllil� �I \\\�N\ - _ — 249 1 .. CULVERT _ / \ Cu 133 /L / AMP94 IE 431 _ 1 /250 °° / I Al - 1 / / / /I 3,13 I 21 L SEE SHEET C2.02 t� Ld o 0 0 WWW cil I SCALE: 1 " = 80' �� N Q3 y�z N 0 40 80 160 N W � 0 ~ N Z V v W Q p ? O C L DD. wvUj?�' a� 0 z m C) 0 � M Lu 2 Q N 001 w Z 0 0 N �v V M V Nit N, �9 ��� W �LIZ_-,< Qr O O v v� v r 0 W W o Q •� Q = Q Z > o w U O 0 0 w > 3 Q o_ Q w 0' w 0 0 0 Q SHEET C2. OZ PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 Xf RGE. 1 E., W.M. SEE SHEET C2.01 I - 1 / G - - - - - - - - - . STABILIZE FUTURE ROAD/ROW WITH FIRST LIFT OF ASPHAL T AS SOON AS POSSIBLE PER BMP C107, SHEET C2.41 (TYP) TEMPORARY INTERCEPTOR DIKE AND SWALE PER DOE SUP C200 (TYP), SEE NOTES AND SPECIFICATIONS, SHEET C2.41 . . . . . . . . /' , l / l �67 /1 / I264 \ / P P / / / / 269 / �63/ DOUBLE LA YER SIL T FENCE BETWEEN PROJECT DISTURBED / / � / AREAS AND DOWNHILL WETLANDS 1 V (TYPE MONITOR AND MAINTAIN - - - AS REQUIRED - I' 2 Y . \Q .0 o f65LF 12711 I I TEMPOR RY 318I 31920 MPgAF�Y� 1 L APPROXIMA TE 272 WORK LIMITS (TYP) I I / 2�3 31I 1315 1 P1 I / II 1274 3 / _ / \ f65LF 276 I / I TEMPORARY CUL INERT r / \ \ o0 30,E --308 30 / '/ J 3, 131 � 3J2 277 278 306 305) 1 I 160313014 n I / / - -, 1 27 / l Sol / / 2�4 281 — � J / / 285 286/ 2s81 .2f2 1 � / � I t 474 // - 14T3 71 \ I ) 1 I 472 4 /f51LF 470 / I I f00 TEMPORARY CUL INERT 1 169 468 / 471 I _ I- 165LF 1 / l / / / —1 f TEMPORARY CUL INERT �6$ / / 34-4 _ f P P / ✓ ` / / ��' , 746 71 1458 ( SEE SHEET C2.03 -STABILIZE ALL DISTURBED l AREAS ON FUTURE LOTS ' ` 1 IJB77I //\?Innf�rrn/I/n A o��� 0��� Ld o 0 0 SCALE: 1 " = 80' y. 0 40 80 160 2 W U w co � ~ N zU v 0 W Q p z CL a ? W 0) cif >ZQQ:t �QCLV a 0 z m c) 0 � M V o ol �\ a \r 1 z 0 0 L'i ? L'i Q Q� v 0 O W w o Q� o Q Q = Q o z > o w U_ O 0 0 w > THS 0 3 ° INN �W Q o_ BUFFERS Q w ENT 0 Q SHEET C2.02 PW21-054 PROJECT NUMBER PW21-055 21062 N N I N N SEC. 8 TWP. 23 X RGE. 1 Ef W.M. SEE SHEET C2.02 w 2 21 l l l I 2�1 31 1-51LF 472 ,471 TEMPORARY CUL INERT \ 470) 469 / l / \ / 4,68 / 4�71 / I /) I f65LF zsss _ _ l / / -1 f TEMPORARY CUL INERT �l6$ / I I I \ o / l / / 4�5/ // % l / 34� l 4tI \ - / 4/ t l I I /I Ill l l 46 o4,57 1458 / 45 / ) W W W - - - _ - - - _ - - P . , / / -�°.°— �'/ ( 1 I ( \46� 461 4162 / 46. _ _ _ _ _ _ _ _ _ _ — — APPROXIMATE / 347\ I / \ \ I / / I I l / I I 135 I - _ _ _ - _ _ _ - _ WORK LIMITS (TYP) - 456 _ l / / \ I o X corvsrRucn » ;" ems- / /` \ �_- ,fix \\ / / h / ///1 - �:� o'.'� N I _ _ _ _ _ _ - _ _ 348 / / J l l l 1436/ / / / / TEMPORARY oN SCALE: — 8 2 - _ . _ / / i ( \ ( / / / 43 / // �l ACCESS Q :3 9 a N 455 \ / / / / / / I I 1 / / I / /! / /� / 0 40 80 160 o � �: o N (J / �350 \ k0 / / \� / l 4371 / T I / / /pp / / /i 6'S'j•"•�s...• o��`�� P` '^ I 1454 1438/ FIL TER FABRIC INLET P J / 5 14 _ " , , _ _ _ - �� / � ,� / 352 / 1 53 PROTECAON PER DETAIL,/ LL / l / / /4321 / I I SHEET C2.42 TYP I 439 / DOUBLE LA YER SILT FENCE // / I ( % I / / I / p // d/ / w BETWEEN PROJECT DISTURBED / 356 p I I 452 \ / / Op % / / / 0/ TEMPORARY INTERCEPTOR DIKE AND SWALE P AREAS AND DOWNHILL WETLANDS I kk I 1 4)40 I / 4 1 / / PER DOE BMP C200 (TYP) SEE NOTES / .. . . . 354 / I 411 — I I I l /' - - - // I / / I I / I / / AND SPECIFICATIONS, SHEET C2.41 P� \ - - _ ,,^ (TYP); MONITER AND MAINTAIN P 1 j /%' _ _ _ AS REQUIRED / / ) f 4�50 I / \ 441 -r �' 30 1 V' 449 / / \ 443 HIGH PO / I I / P — / � N / % 0 448 444 1 I I 111 + 3 / 4R9 - ` ( v \ 445 446 369 I > _ / TEMPORARY CUL INERT 370 4/47 00 U w 0 ~ CN Z V v W Q p ? a C� a Q Z_ W ? r- cif >ZQC UQaV) a s� s 3711 ( r P 355 oo'C / / / / 409 I l 4.f11 � 1 / / . , \ \ I / \ �. \ / 408 / I \ \ SIL T FENCE PER DOE BMP C2JJ \ \ Z o 372 J �,, A -P �g / 407/ / //// i ALONG DOWNHILL AREAS TYP �' 0 / �6/ �k / i 405 f106/ 41� \ \ 1 I// SEE DETAIL, SHEET 2.42 ( ) / \ \ cn 4) -—�''�fr / / / 1 / po / / /j / \ o 1 l / 374 „, \ \ / 4 APPROXIMATE / I I (��►, I \� .� ,, / /357 kp0 / 40�3 , / I ,x13 / / / // WORK aulTs (TT) / / ROCK CHECK DAMS I 37,• 50L� - \ / 402/ / ( 4 5 _ / / I / I ORRYCUL I 1 % _ -� 416 --� / /l / z V''g o P/ / v k 3 6 / _ -368 zs.o 401 41 o 1 \ 367 359 Ox 400 / v 420/ 399 H1W POl 377 -60 l 421 3 398 /422 p0 /� '`Q' I (17 � I / / '3P8 0\\ TEMPORARY CONSTRUC77ON 3161 I I 397 ACCESS / �I t�•. 4231 ilit o /396 / P-2 380 / o / 363/ pp / l / II 1 �/ /i 3951 I I 3,94 382 / l 0 4/26 ��� STABILIZE ALL DISTURBED ��� /// I �I I �\ Q p Cos- 1393 / �I� WITH S ON F 7URE LOTS � s I (� " l l I V Z Q / "� 'PLASTIC SHEETING, F 883 OR /// / / J.f 5Lss F / / 427 �,�� / APPROINED EQUIVALENT I \ ��A�� l / INERT 392/ / I CORER BMPS (T)P) �� �� �� �` / l / / STABILIZE FUTURE ROAD/ROW / WITH FIRST LIFT OF / 384 0. \ 00 / ASPHAL T AS SOON ASQz POSSIBLE PER BMP C107, J �/ 3+0 / j ����� \ SHEET C2.41 (TYP)' 3/89 386 385 , F' - 3$8 387 / / / _�koo� TEMPOR Y CoffSTTRUcnoN�X V / / / oo / _ / .3+00 / Q / --- --- ----- / Ld \ I / 0 0 � — — i ti� J � Q z Q Z z I �.,,�: \ \�l DISPERSION TRENCHES THAT HAVE FLOWPATHSLd WITHIN THE WETLAND BUFFERS SHALL REMAIN OFFLINE DURING CONSTRUC77ON. WETLAND BUFFERS o ° ARE NOT ALLOWED TO BE USED FOR SEDIMENT o w REMOVAL OF CONSTRUC77ON RUNOFF. z z o oo0 - SHEET C2.03 PW21-054 PROJECT NUMBER PW21-055 21062 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 COl4ER 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 /LIMED/ATEL Y STAB/L/ZED W/TH THE APPROVE-D 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 COl4ER 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 SENS/TIVf- 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 lEGETATIVE 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 T/M/NG INDICATED IN ITEM (1) ABOl4E. 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 DEl4ELOPUENT SITES SHALL BE PROTECTED FROU EROSION DUE TO INCREASES /N THE VOLUME, l4ELOC/TY, AND PEAK FLOW RATE OF STORUWATER RUNOFF FROM THE DEW LOPUENT S/TE BY THE /UPLEUENTATION OF APPROPRIATE BUPS TO UINIU/ZE AD l4ERSE DOWNSTREAU IMPACTS. 11. STAB/LIZA TON OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREW_NT EROSION FROM THE EXPECTED FLOW l4ELOC/TY FROU A 2- YR FREQUENCY, 24-HOUR DURA TION STORM FOR THE POS-DEl4EL OPUENTAL CONDITION. STABIL/ZA TON ADEQUATE TO PREW_NT 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 WA/14E0 BY THE CITY ON A SITE -SPECIFIC BASINS WHEN THE CONVEYANCE SYSTEM DOWNSTEREAU OF THE INLET DISCHARGES TO AN APPROPRIATE SEDIMENT CONTAINMENT BUP AND CONlEYANCE 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. WHEREWR CONSTRUCTION l4EH/CLE ACCESS ROUTES INTERSECT PAVE ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PA l4ED 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 REMOl4ED 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. WHENEl4ER 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 Vf-GETA TON THA T WA TER CAN FLOW THROUGH, THEN /T /S GENERALL Y PREFERABLE TO USE THE Vf-GETA TON 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 PRE l4ENT 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 El4ENTS. CRUSHED ROCK, GRA l4EL 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 DEl4EL0PUENT 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 20)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%- 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. o W o 0 0 C;1 .off•%, V Q;3 J:o mac;. o �by 4; .j o�� bps • • w co U Co Co LU ~ N ? U � U w Q o � CL a w U J Q Z S UQCLV) z 0 m 0 0 0 M W S N �\ h o. __.*tV <V W � W Q O O W LLJ •� Q = Q o Q z > U R o O LLJ U_ O 0 W a_ w z z o w O 3: it ul Q IL Q w 0� IL Q SHEET C2.41 PW21-054 PROJECT NUMBER PW21-055 21062 N N I N N SEC. 8. TWR 23 X . RGE. 1 E. W,M. I w n NOT TO SCALE A w I'N'� Joints in filter fabric shall be spliced 3" trash pump witho Drain grate °°at posts. Use staples, wire rings or °�°��°00�� °��p ° 6" sewer pipe with floats on suction hose .°• O�op��op•0. °° OQop�° °� ° A equivalent to attach fabric to posts ao4a •o o °oQ o •o o opo butterfly valves 2" schedule 40 o, o O OF •O a O• � �� •p° oCP •oo o y o ° • °°�o o� moo f�o°o•�°�° Concrete block o ° • o° °a .°0 8' x 8' sump with 5' of catch 1 y " schedule 40 for sprayers 2"x2" by 14 Ga. wire or equivalent, ° °Qo 00 ° .0 000 °ems if standard strength fabric used a 0 a 0, 0 ate, o o° 0 4.. Jo O 0 d r�•°O �o � ° O °•o ate,°o 00 p o, 0 0. 6 QO e ° �Oo ��--�°� p° •O Gravel backfill YOo a G °0p o a00• °O�° o°O �dlaJo °moo th 0 333 o 0 0 2% slope 5:1 slope 5:1 slope i I i midpoint spray nozzles, if needed 2% slope 1:1 slope 15' ATB apron to protect /� /`1 6" ATB construction entrance A h It b I d °oo0O4 00 g Q�000 0 ground from splashing water Ball valves sp a cur on e ow roa O O O ob�o0 .0000 0 °• dp�o0 side to direct water back to pond W W W 6" sleeve under road %\ _' �� o���•�`�o Plan View — — ,\\ �\\ �\\ �\ ,�\ �\\ ��\ ��\LL � — = �\ \ �r e � °$o�o� o � ° o O.O�o� oC5 a rr---------- ---- �r 100' min. 5� �oQ Minimum I I 6' max I I V�\ 4"x4" trench u Plan View 15' 15' 20' 15' 50' SOY•..•. y Post spacing may be increased 2"x2" wood posts, steel Install driveway ea ��a% to 8' if wire backing is used fence posts, or equivalent culvert if there is a roadside ditch present Concrete block vI=III=1T1=1T1-1T1=1 =-_ 4' - 8 quarry it-ii - -- = ��_ —� _ - ,. z I l l l l l l 1 1 1 III -Ili J o �: o Wire screen or -- III =III-=== ------- -- Curb spalls III -III - filter fabric 6" sleeve "6'•;��d ���� Gravel backfill Overflow 'S'j • rs o`� water Ponding height /Vy 2"x2" by 14 Ga. wire or equivalent, o,o 0 0 if standard strength fabric used 0.,Water 0 E I evati on V i ew Geotextile a o . o /\//\//\//\ //\//\//\//\//�/�/' Locate invert of to pipe 1' \\/\\/\\/\\/ Drop inlet \\/\\/\\/\\/\\ p p p \\ \\ Filter fabric ��// \/ j\//\// \//\//\\/////, above bottom of wheel wash 00 \�/\\ 2' min \//%//j//%//\ 8' x 8' s u m p 18' h Water level U 00 \%\\/\ 15' min. C� �= CN Notes: 3' \\\\j/\\j 1. Driveway shall meet ? U Backfill trench with / // 12" minimum thickness Section A -A 5' 12 W o: \ the requirements of the native soil or 3/a" - i, // permitting agency. Notes: 1:1 slope z W (� a 1.5 washed gravel \\ \ \ \�` Drain pipe a / 12" min\\/\\/\\/ 1. Drop inlet sediment barriers are to be used for small, nearly level drainage areas. (less 0 Q Z //\ 2. It is recommended that Provide full width than 5%) Z U ? 3- 2 Minimum \\/; the entrance be g ess/egress 2. Excavate a basin of sufficient size adjacent to the drop inlet. W V Z W 0) of in r Section A -A 4"x4" trench -' Q Z �s crowned so that runoff area 3. The top of the structure (ponding height) must be well below the ground elevation drains off the pad. downslope to prevent runoff from bypassing the inlet. A temporary dike may be Notes: U Q a N 0 2"x2" wood posts, steel necessaryon the downslo a side of the structure. fence posts, or equivalent p 1. Build 8' x 8' sump to accomodate NOT TO SCALE NOT TO SCALE cleaning by trackhoe. NOT TO SCALE 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 o 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.htm/ 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, Please see http://www.ecy.wa.gov/copyright.html 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" Ch 12" (0.5m) v (150mm) V V Q °� ovo Qo �r//;%24" (0.6m) Provide adequateWN O Note: os� ..off Key stone into channel banks and extend it / / / / Polyethylene p q' ° Pol eth lene ca strappingO beyond the abutments a minimum of 18" \ i\ (0.5m) to prevent flow around dam. /� /`1 Key divider into slope to O l� prevent flow around sides Perforated Corrugated ; !- i \ polyethylene drainage _____ metal riser p� Section A -A Surface area determined The pond length shall Emergency tubing, diameter min. _____ j ' 4Min. overflow spillway 2" larger than -___- at top of weir be 3 to 6 times the dewatering orifice. 3.5' min. O Z 1' Min. Overflow maximum pond width Tubing shall comply --- Watertight I Dewatering orifice, Q Flow 1' Min. with ASTM F667 and _____ coupling schedule 40 steel r^ O T ^ O 24" (0.6m)�,o. �y T ., Pond length AASHTO M294. Tack weld stub min. diameter I ,v, g, ° �oo. T _ h�,` s'�` `r''.:: f 2: 1' Min. g per calculations O Q4 O ° o ° •� °o• L 3.5' - 5' Inflow , l 1.5' Min. g Dischar e to stabilized I iser pip conveyance, outlet, or Flat Bottom O � %4, - 1.5" level spreader 8' (2.4m) 6" min. r------- Washed gravel Discharge to Geotextile stabilized 18" min. Note: Trap may be formed by berm or by conveyance, Concrete base I partial or complete excavation. 2" - 4" Rock Silt fence or O outlet, or level Alternatively, metal Spacing Between Check Dams Ri Rap spreader equivalent divider p p stakes and wire may be O O used to prevent flotation V 2X riser dia. min. � v 'L' = the distance such that points 'A' and 'B' are of equal elevation. Note: Pond may be formed by berm or by partial or complete excavation // A �• ° Point 'A' Point'B' Q bi NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE � Q Q Q Figure II-4.2.7 �` Figure II-4.2.16 Figure II-4.2.18 Figure II-4.2.20 0 Ld Rock Check Dam Cross Section of Sediment Trap Sediment Pond Plan View Sediment Pond Riser Detail > Revised July 2015 Revised November 2015 Revised November 2015 Revised November 2015 w 0 DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF V) Q ECOLOGY ECOLOGY ECOLOGY ECOLOGY Q 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.html for copyright notice including permissions, Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, 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 C2.42 PW21-054 PROJECT NUMBER PW21-055 21062 N N I N N SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. I \ -:.- i Z . o W -b / \ --- I SCALE: 1 — 200 . ova � N 0 100 200 400 :.:.:.:.... ... \-\ . .vv ck� co I wz/ L co co N! �u w c�ol I %L Z J W / P W PP I \.� Q � P - M c� W O \ — - Z _- _ , I , �C� �� Qo Z� zn- *4 pQc z P Q V �O v I� Q P Q v Qc 0 o o � / 0 0 � w Q z P Q Q W P I o Q� PP PP....� W W a_ P _ W > Z Z 17 SHEET �. PW21-054 PROJECT NUMBER PW21-055 21062 N N N N ►i SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. / vwv 4,00 41 00 /— • \ \ ---- w i• •� \ \ \ / / i / o — w w — �� ,'`0� / 12f00 _ss—� — so ss SS SD' m \ \ \ \ ---- _ o \ \ \ I \ PAD PAD \ 459.9 460.2 5D w 236 I I I I I I r 4s2 6 237 I a SSss - PAD 000 _ \ 46J 5 23g — -x I 344 /4611 A 111 I I /PAD — J / 46J 8 239 \ I PAD111111 PAD 240 C o , SEE ROAD STC-17691 464.5 I/ � / , C C- C, SHEET0,421 I i ------ \ \ I \ I I 1— ✓ 342 /PAD462.4 II I PAD 4si/241 / _ IN,\ /\ / 3Q1 PAD 1 / \� � � � PAD 46.�0 //ll 4664 242\ i\ ,� r ,� li I► ,/�// SEE SHEET C3.02 SD M sS ss I I I I I I I II // I I 1 IIIII I I I I I I I I I I I I I IIII I I Ln 11 ,- `� I II 11�1 ��IIII ��� I II II II IIIIII � II I II IIIIII 11 II + I� II IIIIII �� �l I II IIIII IIII I I I III I IIII of I I IIIII IIII �/ I I IIIII III / � I I IIII I 0 I fill III I � IIII I I IIII I I IIII I 3 1 rl l IIII I �co III I IIII IIIII Illl Illl Illll 111 I IIII 11111 3 1 111 o� j l l l 11 1- 1 � II �l ll (IIIII Z 0 Ld o 0 0 o (N I I I I I I SCALE: 1 " = 40' �� N Q3 y�z N 0 20 40 80 J $ �?: ' o, W 04 m U w 0 ~ CN Z V v Wcic Q p a U WV) ? UQaV a� 0 z m C) 0 � M V 0 ol z 0 0 N �v V M w 0 QO �L'i LQQ) Qc o � O O v v� v W = W Q v Q� p Lki w Q Q = Q o z z< > o w U_ O 0 0 � 0� LLJ w > 3 ° F) Q o_ Q w 0' w 0 0 0 Q SHEET C3.01 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. TWP. 23 N.. RGE. 1 E. W.M. SEE SHEET C3. 01 I i� PAD _ 1 II \ \ f, 1 \ I 1 Tc 1 — � \ / l TOP.- 478. �TO474.6 PA 476 I — I 25 \ — I TOP. 479.8 3.8 PAD 477.4 22k SEE SHEET C3.03 SEE ROAdSECT101 -------- / III I 342 /PAD III I 462.4 �V) I III � 1 1�1 1 PAD l 46J 0 //l / I V) 10 TOP* 464.9 3 �� TOE. 461.9 ss kp a / I � / N SCALE: 1" = 40' 0 20 40 80 C� 0 am— IMIAN PW21-054 PW21-055 �irll�7� O W o 0 0 �by cj. , � bps • • LL U co c� (^ v ~ Ln N ? U �C14 W Q � Z Lu 000, ? LLu VUj >zQ� m UQaV�i 0 m Iz V O 0 cn Lu N a <V N, Q o v' o W " Q z Q Zo �Q�Qz v Q v o w w w z z o c� Q w 0 ol ol ol SHEET C3.02 PROJECT NUMBER 21062 cV N N cV :: SEC. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C3.02 I .� �. �. .� �. .� �. .� �. .� �. .� TOE.• 9 / I / ,^` / \ \ \ s.2 TOP.- 480. 4,74. 4 ` TOP.• 482.5 / TO/?• 482. l TOE- .5T04475 SEE GRADING DETAIL 18, SHEET C3.47 \ F> / PAD . . .. .. .. I .. .. i l 483.7 � $67 I l 235 S E ROAD SECX / I / PAD / / C�C, SHEETIeJ 42 483.3 C 100/0 / l / P, � 268 / / / �264 48 �I / Q 4 1. �— / / l ' T :4 76.4 4. L 472. 6 / / Q l / TOP.- 44 269 /�/ / PAD / / / TOE- 4,�4 / I P/ `163 I 47� / F> I i l SEA GR lNG DET% SHEET C3.45 PAD482.2 #0 / I _ PAD 4828 l 271 18 I I 319 I 320 / I I. L SEE SHEET C3.04 I SCALE: 1" = 40' 0 20 40 80 r 11111 IIIIIui: ��� PW21-054 PW21-055 A �sss 0��� Ld �000 c-i y: 2 w U CO � ~ N Z V v 0 W Q p Lu U ? W 0) V) >zQQ:t �QCLV a a� 0 z m Q) o 0 � M 2 o N �i off. I viv 0� v M V 0 Z �C4 Z� pQ= o O O v v� v W=W Q�Q� p W (w/d� V Q = Q o z > O w U O � o w > O �FQ� Q w o' w 0 o o Q SHEET C3.03 PROJECT NUMBER 21062 N N N N SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C3.03 /�%\\ � /� •® # /o � I GR/A' I PAD DING 473.8 / -7�TAI SHEET C3 45 I 4s22 ' / d ( d /� I 323 �y° / •( / I I I 1 P' Vo.o� N , �/ \ v v PADI I /I 1 1 I d ( ( d I III \ �\ \ \\ / 4821 271 / l I I / - I So I I d SAE RADING DETAIL- ' SHEET C3O I / \ • ; . ' : d �I o �� 1 319 "I 320 I 321 / 3 2 y d.d�;4,18 I I / I l � PAD i PAD I PAD I PAD _ • / i - l JI I \ / I I /II PAD 4839 480.7 479.6 4776 PAD I--� _ 272 475.E, 473.7 1 1 ' I 1 wJ I / \ / • ' \ L - I / / I / I ( / E GRADING DETAIL , / I � 1 SHEET C3.45 I l - � I TOP. 48 % 300 PAD . P / j � I PAD � \ l l TOE 476.9 3s T P 475-6 / I 2 OP. 487.0 I / 1485.5 `PAJ I l I III TOE- 4733273 480 III%OP 4776 I --- I 1PAD TOE- 4 9.6 476.9 PAD s'�TOPP5TOE• 467316 14733 I I / TOE 469. E C 8A0 . I I I I I' TOE4769I I �I//315 3�I IPAD I I�I , 6A06 / I 299 -�� TOP480.6 469.6I 1 46 TOP4885 3. a 4.3 TOE- 484.2 1 274 TOP479 3141 1 - � TOE` 4313 Top'. l - � 473.- / - I TOE- 46S 3' / I f • / _ � • . • . • . l / / , S{E GRADING DET-It 2,�- �> SHEET C3.45 / I ` . 29� PAD s.1 - I PAD - �d• - / TOP. 490.0 I 488.5 1 d• ' _ / 466.3/ • . • • . / TOE- 483.8 � 275 I % � � -� I I/ 6WING D�1�1 TOP. /483.6 SHEET C3 45 1 / PAD \ _ _ -I P/ ,. ,• � II - J l �\, / / / / / / / /\'T`dP 4912 \\ / /\� \ \I\ d � � II' EI TOE- 480.1 3.IT P.• 480.1 I T� OP• 76E - �I I I I � -�29�7 I�AD s.s 490.0 E ROAD SEC3. 465.7/ / TOE- 485fr 276 08 �C, SHET C32E6.4 307 I I 3 I / / I ,TOE. 473.1 TOP 473 13 • � I � I �� � � � � � TOP.` I • • / / \ / l J / PAD PAD I 309/ I / I / / I TOE. 469.8 • I 1 I TO : 4 1.8 I / 1 I 4_ I I 483D I 4WA I/ 310 I/ 1 I C J I / / I l PAD L I / PAd I I 311 / PAD I I 1 TOE 49 .3 491.2 -- 47� 6 I I I I 1 ' 1 1 96 4/5 4 l TOE. / 16P.• 483 6 3 I I PAD 3 2 ', I \ 277 / 85.6 o.s ---�_ T(488 l 473. I I I \ TOE.• 484. TOP. 480.1 3 I I I I PA�j 7ToP 44 T476 6 TOP 476.E - I E I ' 48Q 4 T�47 3' TOP. 473.1. f 1 SEE ROAD SE_G7T0 l l ' \ / / PAD TOE.• 476.2 3. /b� TOP. 465.4 1 �� / s 4 TOP 492.6 I � PAD � \ \ � `484.8 I I � 4� T0�46 . I C-C, SHEET C3.�7 ' / TOE. 4E0. 5• l / TOE- 483.2 C � 492.3 I � � d / /r �� , � I I 480D � I To 472.�O* 17pP 4�J ) 295 PAD / I / 06 I PAD I TOE- 468.5 - - d /I � / / 46Y2 z �;':, I � ' \ 218 �I I 305 I I I 476. I PAD I I �` / /� 1 w I .'f � / \ �� / � \ / \ \ � � � I I I I 1472.0 4.s TOP 473.1 / d / � _�, I \ - </ \ \ \ ` • TOP 484.8 4 I I '304 I / I TOE- 468.5 12.9 TOP. 4 9.8 I / � �c � TOP. 6652 3.s \ w- I I I SEGf�140/NG DETAIL 3 \ I I I PAD I TOE./ 466.9 / / I l TO, 461.3 TOP 492.E / ' \ \ / \ 1,c TOE. 480.4 TOP. 480.4 I 303 I 468.5 s.sSHEET C3.45 // • ' \ �/ I TOE. 476.2 4. I I PAD / TOE. 8 .8 PAt� \( J�- I TOP. 476.2 / 4. I 302 / 466.9 I l 294 SAD I I 1 L TOE.• 472.0 / ' • / 492. TOP. 472.0 I / 4.8 3. 301 / �' I TOP• 4648 / \ \ � I o L l� TOE.• 468,5 � I / ., � � / � \ I • j• Il L 1 I / Ii ; . / l- - J I Tod• 464o I I I I 1 1 -\PAD \ \ ✓ F d / �\ I 1 TOP 484. 2 492.4 1 PAD \ d d ` I I / I � s.7 TOP 492.4 / l ( � I TOE. 460. I I 1 TOE- 483.7 \ 280 C 129,9 464.6 I I I 1 1 ti TOP 490.4 � 0 / I TOE- 4878 2. I � 1 /EE � ROAD SECTIGIN I TOE.' 483.4 4 4 / - - � I C-C, SHEET C3.42 / TOP.• d ti� •• \ \ 283TOE- 478.9 TOP. 47( - TOP64.6 285 TOE 6� 6 PA 284 o II II I TOE. 474.5 / \ 49A.9 T0: 470.5 I I / // 490.4\ PAD PAD I 286 iTOP3. TOP 491.9 281 - l- I 487.8 I I 483.4 I PAD I I /E I I 10 � I TOP- 470. 1 TOE. 481.9 � i d � - J � TOP 487.8 4. I 478.9 I 287 I TOE- 465.9 \ 1 I p 4 I II TOE- 483 4 TOP. 483.4 I PAD / I I �_ _ ,/ I l �� s TOP 487.8 ( I TO, 478 9 4.5 I 474. � I 288 / l I l I l � \ 486.1 T09-49 4 TOE. 487.8 7 48CL 8 TOP. 478.1 I TOP. 478 9 4.4 I /f I 1 l / I SEE �RADII�G DETAIL 0, T 1 I I I ` \ I TOE 483. E 6' TOP 478..1 2'7 I TOE.• 47/f 5 I /PAD 289 \ I \ SHEEN C3 \' AAD / / l TOP-48 - TOP 475.4 0. I 470. 8 / I PAD I I 11' 90 / 491.2 PAD TOE. 480. 8/ II / PAD �\ I l � I roP�48 4 �` 4�L/ 465.4 I, I I 1 1 1 1 \ 2�2 I I 486.1 ) / / TOE 478.1 5. _ I I 1465.8 2-41 \ - - I TOP 470.E 4 s I S I ) I \ I -47,d I / PAD/ I I I - E 4 9 i P 1 292 I I 1 s.5 TOP 491.2 - � � � / / 48JI6 � I 480.8 ADI I 3.7 TOP. 5 '� I I I I ,465.E I I PAD I � I � I � I TOE. 482.7 1 -� 4,/JI / PAD TOP-472. 6 I h I 1 1 1 472 I 478.1 I I TOE. 470.8 TOE- 469. 2.7 I L, I I 465.2 I * I 1 I I PAD I I To�469.9 2.7 \� - I TOP. 460. D SEE GRADING/ DETAIL I I I I I OP. 486.1 2 I 471 475.4 I PAD I TOE. 467. �-� L o s I 1 \ l I / / �./� TOE. \ � _/ l�l / ) ( ` I ,• d• . ` • 't • • d IL' -/ d�' _ �I LI --1 -. I I T6E.�78.1 I I II I ILII - - l IIroE.• 44,9 2. I I II I I �III T046 2�. l//, • / / / /.E. ��59.5, SHE T C345 TOE3OP.• 48TP4DOE. 480.8 2' 470 \I 472.6 II I I TOE 4644 TOP480469 4� I MR-4 2D 64 / P4 TOP.• 4781 468 4672 I I 1\ � w\ \ �W_ 5ss54 AE.474835 TOP. 5 4 10P. 4652 472.E2 T72E .4 TOE. 459.5 s \ ss s9466 ADTOEOP.' P 4s1.� � I FOP469.9 2 / / / � col / PAD / d PALy 345/ I �'� - I TOE. 467.2 / TOP.• 467. 2 / 4#5 / �" / 454/5 I I 48�9.4 / \ I � � / r- . , . l �E• 4 / / / 4�4 3s TOP489.4 L � TOLE.- 485.E / 487. 2.7 �, / T/ 461.4 /i I i / S / / / / OE. 484.9 II � SEE SHEET C3.05 SEE SHEET C3.06 o��� Z2 L5; �000 W W W o��� SCALE. 1" = 40' W. N I W y: j N 0 20 40 80 .z �byj � bI S 0��� • • w ck� CID U co co � ~ N zU o: ck� w Q o CID Q Z Z o W(n 0) �QCLQ') 3 0 z m � o 0 M V) Q) W V) , Lo o. u, z 0 0 N �v M V Pz cry W 0 Q Z6 QQ= Qc Q O O v v� v � v � O v' c Q Q = Q o z z< u 0 0 w z z o w 3 Q w Q w ar� w 0 0 Q SHEET C3.04 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C3.04 A TO TOE.• 482.7 5.s TOP.• 489.4 TOE. ZJ TOP.• 4489.4 / \ ` OE. 85.6 T \ / . / P / / 3.8 TOP.- 491.6 TOE-487.8 / r T % \\ 3 TOP. 492.7 / do . . TOE- 489.7\ N / /., �� /F7 / TOP. 493.6 � �48 \. . . /�`� / / / 4.2 TOE- 489.4 � \ \ "\ P PAD \ 3, 491.E 3s \ � / TOP.- 94.5 � \ \ \jj> - / / TOE. 90.9 / �' \ 349 �/ \ \ /PAD \ \ \ 492.7350 \ P \ / 5.5 TOP.• 494.9 I /� PAD � \ TOE. 489.4 l \ \ 493.6 351 \ \ \ P \ I TOP- 495.0 / / // I PAD �' \ '$ TOE- 488.2 494.5 �\ ,. .. P � � / s.s �� 495. D / / `..-- /\ PAD � 52 TO'488.1/ / PAD 495.0 354 4 0 TOP- 495.0 \ / 5.2 TOPAD \ \ E. 489.8 \ 7% \ \ I \ � I 490.1 / 449 TOP.- 495.2 � l J A � � / � PAD $ TOE;491.4 / I I L \ 491 \ .495 448 5 / / o \ \ 49p2 / j / / 3.3 TOP. 495.0 / M \ PAD/PAD I \` _ / TOE- 1.71 492.1 I 49 D \ / 7.7 TOP. - TOP.; 95.2 1.s F / \ \ TOE- 487\1 / \ 1 \ TO, 493.3 � _ � 2' TOE- 492.6 6.s TOP.- 4914 /PAD \ \ 446/ 495.2 ( 4AD PAD TOP9 491.5P4.s.s /448 7TOE• 486.8 369 TOP. 52 TOE 494.2 7• 5.9 TOP.- 431 94.4 370 �4\ \ TOE- 487. \ _ \ 4937 .TTOPE .• 4992..9 7TOP• 492.4 X� 355 TOP.- 494.8 3.1 0 PAD\ PAD TOE. 4917 � 494.9\ / A � 4931 372 • • \ / \ 373 \ �\ \ / \ / X / 356{ / ss TOP.• 492.4 \ - \ d / I ; - - - TOP.• 494.9 TOE. 5.8 / / PAD � PAD / 492.4 1 494.7 / TOP.-4 3 1. 0 \ 74 / \ / I \ OE. E GR l /D TAIL O PAD \�ET C3.46 c Ey &k 9PTAIL 19, F3. 4-7 \ TOP.- 454. \ TOE- 4.91.7 2;3 / �✓ " � � \ �_ 25.0 TO To, SEE SHEET C3.07 I SEE ROAD \ O C-C, SHEET C3.42 \ 453 \ Imo' PAD LQ \ \ 487.3 / \ PAD 486.0 \ 443 \ PAD \ 484.1 \ \/ 400 412 4119 � \ \ / PAD SEE SHEET C3.O8 t N i� SCALE: 1" = 40' 0 20 40 80 PW21-054 PW21-055 0 w R R R o 0 0 WWW a y: 2 W U w co t^ v ~ N Z Vcic v W Q p ? a a ? 5- W V) � � Z j s UQav�i � 0 z m 0 M V) 4) N ol �\ a �r 1 z 0 0 L4 = Li � � v 0 W W Q Q = Q o z > o w U O � �� o W > O 3 Q o_ Q 0 0 o Q SHEET C3.05 PROJECT NUMBER 21062 N N I N N ` I- 4 1 I I I SEE GRADING/ DETAIL I I I 5, SHEfFT C3.45 SEC. 8, TWR 23 Xf RGE. 1 E., W.M. SEE SHEET C3.04 / PAD/ I ' J, - I_ / I 1 TOP.• 470.8 49 �) 14713 483 6 PAD I / I �� / l E.�S/9 I 15 6 / 129� 473 I 480.8 .37 5 - / I PAD / / I I / PAD I \ I TO : 470.8 TOP, 2.7 I / 465.2 I I 472 I ( 478.1 I PAP I I TOE. 469 TOP•_4�9.9 2.7 _ L l I I I I � l OP. 86.1 I I / l TOE. 67. I TOP. 4 0.0 / � I � I l I TOE.• 483.E I 471 I 475. � I PAP I / � TAP•-46 � L 5 E.• Y. / I I TOP. - 483.6 2 \ I 470 \ I 4%2 6 I P D I I � T,OE.• 464.4 I L TOE.• 480.8 I TOP. - 480� I I I 469 / I 4 9.9 I l l �� 4• I - I TOE�478.1 2' I I / PAD I / I TOE- 461. / I TOP.- 478.1 I TOE- 4468 I 4167.2 / I 75.4 PAD ss � 475.4 2 / I / 467 I / 1464 4 I l l / / 5.7 OP. 46.2 , I Jss ss d _ � I L T0�• 472.E I TOP.• 472.6/2. / � 1466 / l PAD/TOE.• 0 I / I / / 461.14 0/ PAD / / _ / �C�O i �I � � I 1JDE.• 469. /TOP.• 469.9 2 / � `O PA - '4D TOE. 46 j 2 / 4 5 /% / 459'S ,f 345/ -� _ 2 rbP 467 La48?.4 \ / �� i- / / /TOP 464 4 // 1 �/ 4 4 / y I - / TOP.- 487 i7 - ra4644 3 S I I I T1OE. 484.2.7 / T • 461.4 � / I i / � I I J / 9 TOE.• 482. IIl I / TOP.• 482. � `l �, - �� / ` I / I /// \ � 45� I TOE.•479.52.7-- / PAD I /� 459 / I TOP.: 479. 2.s 489.0 346 I I PAD I 1458 / I / I I rot. 476.7 / TOP.- 47 . 2.7 _ ` • • I / I l l + I / I / I I PAD I ^ I 487.E � I TOE.• 4�4.0 l I PAD 482.2 / I J 484.9�I $OP.• 484.b I / I I / I III HIE C3.45 l\ l/ ISEE GRADING DETAIL 1/1, 2.7 460SEE,• WAVING TAIL, T C4822 SHEE.45 TOP.• 489.0 J PAD OE.4887 TOP / / 4 6. 0 I 479./5 I / 162 / I L � 1 PAD Q '� 2.7 TOP 487 \ \ I 461 I I l l ( 488.5 I TOE' 484.9 � � � _ \ I \ \ I PAD/ / I /PAD / I � 463 I \ I I \ \ \ l 476.7 I / 474.0 % I I PAD l , . I I I 1435 \ 347 \ l7 TOP. 86. 0 I I / l I I / I SEE oA0 CTION \ \ / I / TOE. 79.5 s.s I I I L I 472.3 J l C,SHEEC3.42 PAD `4 456 PAD l I /I \\ I I I OPT 476 Z I / �� 4674 l �l 11 �\ 486.0 / I TOP.•486. s.5 ICJ/\� PAD \ l OE. 479.5 / l PAD 489.7 ✓ ,fix / / i \ � � / • / / / \ / / TOP.• 476.7d 473.2 / 348 \ / / ` ! / � � � � �/ \ TOP.• 479. 5 T E.• 473.2 /l / 434 � \ / roE• 474 � 436 \ / l 455 \\ l / \ / \ TOP. 479 ,\ \ l 1/ o / 1\ \ /\ l 4ss 1 PAP / / TOP.- 486. s.8 47� 5 5 PA \ l l I \ \ \ �( / \ 486. 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I I 481.2 I I 480.6 11 1 10 / / I \ /X13+\ d I ° oo / 474 �476 476 47s ol ----------- 306.93 -- -- - 17 WRRR o 0 0 WWW SCALE: 1 " = 40' �� N 0 20 40 80 $ cl I W 04 00 co 0 ~ N zU v �cic CD W Q p ? CL ool 0Q z W V) ? �' >zQQ:t a �QaV a� 0 z m C) 0 � M V 0 In W z 0 94 N �v v♦ 0 ZTit QO �� -� Z� pQ= 0� v�v_- Qr O O v v� v W = W Q 0 W W Q Q = Q o z z< > o w U_ O 0 0 w > w O 3 Q o_ Q 0 0 o Q SHEET C3.O8 PW21-054 PROJECT NUMBER PW21-055 21062 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 SUSDI14SION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIWIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABODE 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. SOUE ELEMENTS MAY HAVE 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, 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 TRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO THE PRECONSTRUCTION MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S/TE WHENEVER CONSTRUCTION /5 /N PROGRESS. 7. CONSTRUCTION NOISE SHALL COUPL 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 INI7A TING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED U7LI RES OR OTHER INS TALLA TONS THA T 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 PR/OR TO CONSTRUCTION. 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NAD 1983 HARN STA TE 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 UTLITY TRENCHES SHALL BE BACKF/LLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 1J. ALL ROADWA Y SUBGRADE SHALL BE BACKF/LLED, COMPACTED TO 959 MAXIMUM DENSITY AND PREPARED FOR SURFACING /N ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 206. J. 14. OPEN CUTTING OF EX/STING ROADWAYS /S 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 C/TY OF PORT ORCHARD STANDARD SPECIFICA TONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRO14DING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TY, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK W 171IN THE TRA VELED R/GHTOF--WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FL OW 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 fROSION AND SEDIMENT CONTROL NOTES (ALSO REFER TO CHAPTER 9 SURFACE WATER DRAINAGE) (ALSO REFER TO CHAPTER 9 SURFACE WATER DRAINAGE 16. ALL STORM PIPE AND APPURTENANCES SHALL BE LAID /N ACCORDANCE WITH CITY OF 27. APPROVAL OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLANS DOES NOT PORT ORCHARD DESIGN AND CONSTRUCTION STANDARDS. THIS SHALL INCLUDE LEVELING CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MA TER/AL AND ANY REWIRED BEDDING TO A UN/FORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY OF ROADS, PIPES, RESTR/CTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) IS SUPPORTED BY A UN/FORME Y DENSE UNYIELDING BASE. 28. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 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 WITH WSDOT STANDARD SPECIFICATION 7-04.3(1)F AND A VIDEO INSPECTION /N APPL/CANT/CESCL UNTIL ALL CONSTRUCTION /S APPROVED. ACCORDANCE WITH THE PORT ORCHARD DESIGN STANDARDS. 29. THE BOUNDARIES OF THE CLEARING L/M/TS SHOWN ON THESE PLANS SHALL BE CLEARL Y 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 THE OUTS/DE SURFACE OF THE PIPE, SHALL BE 2 FEET U/N/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/TIED. THE CLEARING L/U/TS SHALL BE MAINTAINED BY THE APPL/CANT/CESCL FOR THE DURATION OF CONSTRUCTION. A. UNDER DRIVEWA YS THE PIPE COVER MA Y BE REDUCED TO 1 FOOT U/N/MUM /F THE 2FEET CANNOT BE ACHIEVED AND THE COVER /S CONSISTENT WITH THE P/PE MANUFACTURERS RECODUENDA TIONS. B. IN AREAS NOT SUBJECT TO VEHICULAR LOADS, SUCH AS LANDSCAPE PLANTERS AND YARDS, THE PIPE COVER UA Y BE REDUCED TO 1 FOOT U/N/MUM. C. lF DUCTILE IRON PIPE OR C900 PIPE /S USED, THE PIPE COVER MA Y BE REDUCED TO 1 FOOT U/N/MUM. 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)) 20. ANY DRAINAGE STRUCTURE, SUCH AS A CATCH BASIN OR A MANHOLE, NOT RECEIVING SURFACE RUNOFF AND NOT LOCATED W 171IN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE A SOLID LOCKING LID. ANY DRAINAGE STRUCTURE ASSOCIATED WITH A PERMANENT RETENTION/DETENPON FACILITY, NOT RECE/V/NG SURFACE RUNOFF, SHALL HAVE A SOLID LOCKING LID. 21. ALL CATCH BASIN GRATES SHALL CONFORM TO THE CURRENTL Y ADOPTED STORYWATER MANAGEMENT MANUAL AND THE WSDOT STANDARD PLANS WHEN LOCATED W/THIN THE R/GHTOF--WA Y, AND SHALL INCLUDE A COUB/NA 17ON INLET FRAME (OPEN -CURB -FACE FRAME), WHEN LOCATED IN A SUMP COND/TON OR BEFORE AN INTERSECTION WITH A 49 GRADE OR ABOVE. A HERRINGBONE GRATE MAYBE USED OUTS/DE THE RIGHT-OF-WAY. ALL CATCH BASINS W/TH/N THE GUTTER LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARD DETAILS AS APPL/CABLE. MAX/MUM CATCH BASIN HEIGHT FROM FIN/SHED GRADE TO PIPE INVERT SHALL BE PER THE APPLICABLE DETAIL. 22. FOR ANY CURB GRADE LESS THAN 0.81 (0.0080 FT/FT), INCLUDING CURB RETURNS, A PROFESSIONAL LAND SURVEYOR, CURRENTL Y L/CENSED /N THE STATE OF WASH/NGTON, SHALL VERIFY THAT THE CURB FORMS OR STRING L/NES ARE AT THE GRADES NOTED ON THE APPROVED PLANS PR/OR TO PLACEMENT OF CONCRETE. THE CONTRACTOR /S RESPONSIBLE FOR SURVEY COORDINA 17ON AND COSTS. 23 FOR ANY DRAINAGE PIPE GRADE LESS THAN 0.59 (0.0050 FT/FT), A PROFESSIONAL LAND SURVEYOR, CURRENTL Y LICENSED /N THE STATE OF WASH/NGTON, SHALL VERIFY THAT THE AS-BU/LT PIPE MATCHES THE GRADES NOTED ON THE APPROVED PLANS PR/OR TO COUPLET/ON OF SUBGRADE. THE CONTRACTOR /S RESPONS/BLE FOR SURVEY COORDINA 17ON AND COSTS. 24. ALL DRIVEWAY CUL VERTS LOCATED WITHIN THE C/TY OF PORT ORCHARD RIGHT-OF-WAY SHALL SE OF SUFF/C/ENT LENGTH TO PROVIDE A U/N/UUU 3.• 1 SLOPE FROM THE EDGE OF THE OR/VEWA Y TO THE BOTTOM OF THE DITCH. CUL VERTS SHALL HA VE BEVELED END SECTIONS TO MA TCH THE SIDE SLOPE. 25. ROCK FOR EROSION PROTECTION OF D/TCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1), AND MUST MEET THE FOLLOWING SPEC/F/CATIONS.• 1007 MUST PASS THE 8" SIEVE, 409 MAXIMUM CAN PASS THE 3" SIEVE AND 109 MAX/MUM CAN PASS THE J/4" S/EVE. 26. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INF/L TRA TON BY THE CITY OF PORT ORCHARD. STUB -OUTS SHALL CONFORM TO THE FOLLOWING. A. EACH OUTLET SHALL BE SU/TABL Y L OCA TED A T THE LOWEST ELEVA TON ON THE LOT TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED 5TORUWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 'STORM" OR 'ORA/N" THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE V/S/BLE, AND BE SECURED TO THE STAKE. C. PIPE MA TER/AL SHALL BE /N ACCORDANCE WITH PORT ORCHARD DESIGN STANDARDS. IF NON- METALLIC, THE PIPE SHALL CONTAIN A W/RE OR USE OTHER ACCEPTABLE MEANS OF DETECTION. D. 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 UT/L/TIES (E. G., POWER, GAS, TELEPHONE, TELEV/S/ON, ETC.) F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOUEOWNfR. JO STABILIZED CONSTRUCTION ENTRANCES, IN ACCORDANCE WITH STANDARD DETAILS SHALL BE INSTALLED A T THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA TION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO STREET RIGHT -OF- WA Y DOES NOT OCCUR FOR THE DURA T/ON OF THE PROJECT. 31. THE TESC FACIL/TIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED PR/OR TO ALL CLEARING AND GRADING TO ENSURE THAT THE TRANSPORT OF SED/DENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES /S REDUCED TO REQUIRED LEVELS. 32. THE TESC FACILITIES SHOWN ON THESE PLANS ARE THE U/N/MUM REQU/REUENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PER/OD, THESE TESC FAC/L/TIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G, ADD/TONAL COVER MEASURES, ADD/TONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ADD/T/ONAL PER/METER PROTECTION, ETC.), AS DIRECTED BY THE C/TY ENGINEER. 33. THE TESC FACILITIES SHALL BE INSPECTED DA IL Y BY THE APPL/CANT/CESCL AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 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 JO) AND OF UONTHL Y REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEUBER JO) 34. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT MLL NOT BE DISTURBED FOR TWO DA YS DURING THE WET SEASON OR SEVEN DA YS DURING THE DRY SEASON SHALL BE /HUED/ATEL Y STABILIZED WITH THE APPROVED TESC METHODS (E. G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) 35. ANY AREA NEEDING TESC MEASURES NOT REQUIRING /UUED/A TE A TTEN7ON SHALL BE ADDRESSED WITHIN SEVEN (7) DA YS. 36. THE TESC FACIL/TES ON INACTIVE S/TES SHALL BE INSPECTED AND MAINTAINED A U/N/MUM OF ONCE A MONTH OR W/TH/N TWENTY-FOUR (24) HOURS FOLLOWING A STORM EVENT. 37. AT NO TRUE SHALL MORE THAN ONE (1) FOOT OF SED/DENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE L/NES SHALL BE CLEANED PR/OR TO FINAL INSPECTION. THE CLEAN/NG OPERATION SHALL NOT FLUSH SED/DENT-LADEN WATER 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 TUA TEL Y AS AN /NF/L TRA 17ON SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 39. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL /S REQU/RED, IT SHALL BE APPLIED A T A U/N/UUU THICKNESS OF 2 TO J INCHES. 40. PR/OR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO /DENTFY WHICH AREAS CAN SE SEEDED /N PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. -A SKETCH MAP OF THOSE AREAS TO 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 ADD/TONAL AREAS /N ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACIL/TIES. STRUCTURAL NOTES (ALSO REFER TO CHAPTER 8 STRUCTURES): 41. THESE PLANS ARE APPROVED FOR CONSTRUCTION OF THE STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONL Y. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAUL TS, AND RETAINING WALLS REWIRE A SEPARATE REWEW, APPROVAL AND BUILDING PERMIT BY THE CITY OF PORT ORCHARD DEPARTMENT OF COMMUNITY DEVELOPMENT PR/OR TO CONSTRUCTION. 42. ROCKER/ES ARE CONS/DERED TO SE A METHOD OF BANK STAB/L/ZA 17ON AND EROS/ON CONTROL. ROCKER/ES SHALL NOT BE CONSTRUCTED /N FILL COND/TONS TO SERVE AS RETAINING WALLS. ALL ROCKER/ES SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE ROCK WALL CONSTRUCTION GU/DEL/NES PUBL/SHED BY INC ASSOCIATED ROCKERY CONTRACTORS. 43. UECHAN/CALL Y STABILIZED EARN, OR REINFORCED SOIL, WALLS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED /N WASH/NGTON STATE. RECOMMENDED CONSTRUCTION SEQUENCE.• 44. CONDUCT A PRE -CONSTRUCTION MEETING WITH THE PUBLIC WORKS DEPARTMENT. 45. POST 'NOTICE OF CONSTRUCTION ACTIVITY" SIGN WITH NAME AND PHONE NUMBER OF THE CESCL. 46. FLAG OR FENCE CLEARING LIUITS AND SIGNIFICANT TREES. 47. INSTALL CATCH BASIN PROTECTION, lF REQUIRED. 48. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S) 49. INSTALL PER/METER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 50. CONSTRUCT SED/DENT PONDS AND TRAPS. 51. GRADE AND STABILIZE CONSTRUCTION ROADS. 52. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DITCHES, PIPE SLOPE DRAINS, ETC.) SIUUL TANEOUSL Y W/TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 5J. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS AND MANUFACTURERS RECODUENDA TONS. 54. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES TO ENSURE THAT AS S/TE COND/TONS CHANGE THE EROSION AND SED/DENT CONTROL /S ALWAYS /N ACCORDANCE WITH THE CITY OF PORT ORCHARD EROSION AND SED/DENT CONTROL STANDARDS. 55. COVER ALL AREAS THAT W/LL BE IDLE FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 56. STAB/L/ZE ALL AREAS THA T REACH FINAL GRADE WITHIN SEVEN DA YS. 57. SEED OR SOD ANY AREAS TO REMAIN IDLE UNTIL SEED OR SOD /S ESTASL/SHED. 58. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED, IF APPROPR/A TE. PW21-054 PW21-055 o W o 0 0 Oj r.) .off•%, Q;300 J:o mac;: o .; o via v w04 co N, U co ~ N ? U w � w Q o Zw CL a C� Q Z_ Lu V) Z o Z UQacQn z 0 m 0 0 0 M W N �\ a Q v Zo U Q U u 0 W W W > z z O F (n Q n Q W o� n 0 0 0 Q SHEET C3.41 PROJECT NUMBER 21062 N N I N N :: N N N N SEC. S. TWP, 23 N., RGE. 1 E., W,M. \ ° ° \ o / 481.)U ° ° ° 480.80 / d � / 481.21 ° �� PC � ,480.30 16180. 59, \ 1 -95. 55, 480.59 ' L T 14.14' RT 480..8 480..52 s�79 9 16180. 59, 481.18 °a 20.89' RT �479.86 480 78 - / �2479.84 6 ° Q 79.7 79.79 4 9. \ � 48.06 480.7879 ,3d�4� _ / , s �� f O RQ 79.53 479.70 ° ° ° q0 PT / ° / `3 488.0 7 27 1f39. 6,, 480.02 l 480. 03 1f30.-O 00 L T l ° , 1-f 199RT 480.05 10.00' ,RT PT / 2 -- / 08 ° / 479.97 ° 4480.27 , d/4 / 480.13 ��0.10 ° 16f 105. ° 14 480. 02 s 14. 0' RT 480.42 ° ° ° 180.20 GRADING DETAIL 1 � 13f99.72,- 10.00' L T 486.09 4RR 4R- n / 1 491. l 49151 1 "=20' GRADING DETAIL 2 � 1 "=20' /PC d ° 4 0.03 ° l�f 14 19, 17A, ' RT ° 0.20� O x� �f80 84 s ° (�`� 489..69 12 �Y�.20, PC7490.55 1 54.00, 74. 00' RT GRADING DETAIL 3 � 1 "=20' 23, Y LT 0. 00' RT ° 6*18 1 I / / / l 10. 00' �TI \ � I / 463.93 l PT I I' \ 4A30 0 ° 47.45 4.34f 41. 4 , / 471. 7 PC ° 470.71 64.0 16.00' L T � \ � 3 3f88. 94 47144 70.50 I 464.46 64.PT"463.97 ' 19. 86' L�7179 4718.6 6f 1 0 ° 470. 80 \ 464.5 464.27 l 14. D RT l 3414/ 470.. 05 ° 464.54 a 6 733d�4 471. 3 4/4 s 464.31 ,465.1 470.29 '�. ° � � 22.790E T (? 470.07 Q 471.42 470.05 - 0o Q �2 o y 469.97 470.15 465.03 464. 6 d/2 Q f 74.80 PC x PC 464.40 Q470.01 \ Sf00 / 464. 4 4/4 T 471.2 d/4 4714b 471.4 4f24.66, -1 PC 464.70 fif23.81, 464.47 3f _ 471.35 471.38 470.0 64.95 - r I 19.86 L T ° . 95' L �� 10. 0' RT _, 469.97 s 1 5f23. 86 464.43 % 9 47152 ¢f00 R4 I 10.00' R 47122 0 Al 4f38.PT 444.37 - 469.70I d 4�64.�35 471.42 1396LT 46 01d12 94 s 6437 5f 45.01,4.45 471445f 6814, 470.1�, �o \ 471 47145 19. 86 RT 4f38. 80, 4 4. 70 � / 47183 ° 3d/ 46992 � �9.96 ° ° 10.00' Rt � 2 I 463.84 � / I I 3d 4 3f88. 94, 470 55 .89 ° s I 4. 05 1 I 46J 18 \ 15.86' RT / ° s ° 33f57.43 471.86 ° 470.65 9.82 ° s° 469.90.29 I I 16.00' L T 471.45 PT 4716 j PC _ 469.75 470.E I I / 462.55 5f54. 00� ° f54. 00, 10.00/ZT s ° 14.00' RT GRADING DETAIL 4 GRADING DETAIL 7 � 1'=20' � I I 1 48 01 9f 44. 46, 14.00' RT PC 488.74 I ° 8 .60 I 11489 = 488.68 488..16 I 489.01 Q 414 488.26 I 489.41I Q 0 488.16 , 8.0818 / 48808 a ° 1 ° 2 ° 0// / 488.98 9f30.20, 488 I ° 488. 10.00' L T l 489.35 98;7/1 1'T8.06488.95 I / 489.3 � 00 487� ° ° �PT ° II 1 f29.29 56 / 13.96 L T / 487.73 ROgD Q2 if 4 7.70 10.00 / ° °487.79 21. 49RT PT - l / / / a 8.07 / / 1 48768 k s - / ° °e d/4 d /l 487.64 _ 6 487.94 / \ 76.58, I 487.68 \ 4.00' RPC / ° ° 1487.62 / ° 487.99 / \ ° ° 87. / 1. de 492.24 492.15 492.07J 491 491.84 491.45 491.7�-� GRADING DETAIL 5 1'= 20' GRADING DETAIL 6 1 '=20' ° s 1468.48- 467.89- - S440 f 11.90, y _ 1 .00' RTPC 4 8.x 468.33 68.75 467.7� 467.66 15f90.16, - 14.00' L T 41 463 I I I r 1'=20' 4699 -467.91 ° `46. / 4 / 467.8 / R0gD ° d 02? / ° d 468.1r46766 5f 63.30, / 5 2 15.97' RT / 1 .00 I P 467.82 4 ° 34/4 46b5 465. 46509 i 6-1-00/ f 7b 89, 467. ° o l 4/4 ° 1 . q0' RT 46765. 741 466.27 / 467.2T` 6.51 ° 467.25 4 6.61 466. 46659 s PT N 467.23 PC / ° ° 4#6.59 66.87 15f9 .29, 10.00' RT ° ° I I I � I I 435 1 GRADING DETAIL 8 � 1'= 20' 2f 44.2A 10.00' L T 1PC 489.01 488.90� / 212100, �Y j� 14.00' RT 2f 92.40, 14.00' RT r49O. 490.30 490.40 f90.32 490.22 GRADING DETAIL 9 � 1 '=20' yo 0 o� NN 1 4 ° / / I a °° ° / I 467.49 ° � II I 467.03 3f 76.00, � / 467.14 1 d 00' L T I 1� PT / s 4 6.97 I I 466.98 467.00 I 467.25 467.09 46��6 56/ / 67. 07 0 7 467. 1 ° °° 467.0 Q / 466.58 W o 0 0 6 91 �94 0�� �Q 461 4f5324, �2 51 T4f09.2 32.00' L W W W ROB14.00' L �6. 466.80 7.54 466.81 6 6. - 38 f23- 84 24, 846703 4.7 6 �1 9.86' L/ a° 466.88 78 °4 R 6710.T- 21 I 467.03 I . ° 467 I 466 88 I �; N ' ���%, N 04 467.23 - ° ° ° ,• ° �2 I 6 I Q :Q� M W � N N I .81 I 4�23.38, 1°I I � .Z �"�c N �67.54 ° 1 .86 RT 1, 3d/ s 1 W 466 63 I ° P I 6.42 3112.00, I I o4 � 10.00'L ° I w GRADING DETAIL 10Ln Lri 1'=20' GRADING DETA 1'= 20' ° ° 485..89 5. 2 486.23 485.89 485.35 485.41 485.31 485.38- 485.08 484.59 484.67 484.41' i ? � U w � w Q o Z a V) Lu S _>ZQ a / U Q a N / / s 26A8.48, o z m 15.98 T o 0 456.96 / l PT f - oM 456.861 / 455.81 W N / l 456.17 / E / 12. 67, 40 / a 2J. 2L T Q .56 44 / 45 .86 / o 4, 6.?0 �56/94/ / �� 67.,56 7f 12. 84, / V / 19.48' RT / V 45742 l 3d/4 457.25 / PT / / / V \ N 457. L, 7f20.89, 41.9 RT ` I , ' v V IL11 C)O oWv d -2f94.74� ° O 14.00' L T -PT 4 v GRADING DETAIL 12 1 '=20' O v ° C' V W � W Q O O W LLJ o ()�o Q Q = Q Z N Q Q > o u U_ O \ 0 W Z Z O 0 � cn Q \ Q w 0r 0 0 0 Q \ SHEET C3.45 VPW21-055 CT NUMBER SEC. 8. TWP. 23 X f RGE. 1 E f W.M. YV1 / 7 485.17 486.89 � 6 46 / 485.14 L T 487.13 �/ 485.12 J01 10. 19f84.91, / a-485.30/ `I. / \ 16.00' L T p / d �1. 79, '" 85 OPQ / \ \ \ \ / 467.63 467.55 �pxp � i �xpC / 16.0 ' L T PT s 48 .48 RC / / ° 467.25 / 4�5.10 485.22 48 . 5 486.54 ° s d ° \ 95 46 .9 PC / 485.20 486. 3414 4/4 48 .46PT 4• 46 63 / 485.42 1� \ , Q/2 486.2? 486. >5 ,_ g 485.99 1 f 46. 0 , 48 .62 �� _ 8f00 PT 484. 1 f24. 79, 14. 00' T i �� 467.61 - 467.23 412 17. 9 L T a i �� 18.79' L T O 486.16 486.27 �/ 466.88 � 486.25 4 \ 468.00 468. o- f84. 4 � 6� 3q/4 486. >8' \\486.23 d d � ° ° ° ° PC \ ¢67,31 3�4 .4 k 486.03 f24 9 ° �4 \/ --467.27 2 a� 4.46 � 2.79�RT s ° 467.84 / 485.75 I \ s 46782 467.80 484.56 48 . 8 \ 8*21.50, 2 / ti�� 414� \ 14.19' RT / 6 72 / / / 423 484.58 485.41 4f 05.79 \ \ 468.30 2 8f 46.55 I 484. 00' L T \ \ 467.90 5 \ / 23.91 ' RT PC 1 \ 467.82 46772 34/4 � 484.60 0485.09 / \ ;�467.60 151 \ / ' 424 / PT �\ 15.98 L T 467.48 i GRADING DETAIL 13 GRADING DETAIL 16 ' 1 "20' N 1 "20' `QX f30.50, 1 f26.12, 24.03rT PT 481.44 3d/4 481.66 ° ° d / ° s \ d d a/ / d °d 1f48. 0, s 14. / 482. 414 48. 09 / PT 412 81.61 481.88 / / JV4- 481.38 V2- 481.11 I 414 y 480.8� x0 GRADING DETAIL 14 1 "=20' d / , s / a 477.24 / 477.34 Yf47.46, d 1 00' RT / PT 1 48.%18, d 476.94 1. 8' L T pC 476.71 1414 477.56 477.4� 476.67 477.34 47. 3476.63 47 s4 ,. aav 414 477.32 la 77.59 477.2 O 477.45 477.29 �0 _ a/2\ L 477.2 1 *26, 21, 13f23.60, 20.44' L T 16.0 , 1414 } 477.14 0 PT X 476.99/ 13+00, 476.83 476.73 �,-476.75 �1 f25.38, 23 2 d/4 476. 5 ??? GRADING DETAIL 15 1 "20' ° 10.00' 9f24.6, 16.00' L T /4 . • / 482.30 I l n 3t21.07, �. TA14 GRADING DETAIL 17 140' •Q1 �/ / // o W W W / / 0 \ / W R R R 1 / / N 04 N co co �C Lw w�ZW / �oZQ:t oM \ V) Lu 1 �xo z 0 0 x00 V 4 /\ j)- ( �o \ * \ O ~" nLl Q 94 O O v v� v h W z W � v � O Li w Q •� Q = Q Z > o w U_ O 0 0 w > w O I- F) Q Q w 0� n 0 0 0 Q SHEET C3.46 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N m SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. I Ld YL N � Z \ / SCALE: 1" = 200' Q �3 00 ~: Q 0 100 200 400 �byj bI S 0��� • • W � U � ~ N zU � w Q o W(n m s Z 0 m 0 M N Lu V) �\ U ,qw,or Q� v 14 �M V 0 %*4, �C� C'3� pQ= oc Q �o � v L'i_L'i LLJ Q z �Q�Qz< j > v Q o v U Ld �_ O 0 0 � w > z z O w 0 al� cf) Q 0- Q w D- 0 0 o Q SHEET C4.00 PW21-054 PROJECT NUMBER PW21-055 21062 N N I N N ►i SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. / \ L Ld \ \ IN, /ice N SCALE. 1 40' � �Q N 0 20 40 80 le IN,� - I \ \ I % ///// / \ SS / tip' •' ° - _ I ujco ck� co o$ �so - - - ' s Lu \ \ - - - - - - - o \ \ - _ Q ^^ ;caos coos J z j CL 1 1 o - \ I _ - 1 0 11 \ 1 \ \ Lo / CB 2 I 16LF 6" PVC o STA. 1 f50. ' L T 0 0. 0569235 I s w TYPE 1, 1 I so RIM 460.87 II 236 I CO 236 I w 12" IE /N 45/) STA. 1 f61.47, �o w ss \ V 26.00' L T II 1-4---- / I - lOLF6i' VC so " ss� / I /\ 21LF 6 PVC go.S CO 00.0200 I I STA. 1 f 1. r 237 I 4+ ss \ I I I I / "'z C00O237 + ss- STA. 1f0. w i - s - , _ - / I l i � \ I / 25,_91' LT - - l / I 1 IIIII \ �, �C6 ss I I I 11 IIIIII Q��j� / I Z co 238 - ss STA. 21f3 . ��8" Plc o ,�ti h I I / I I I IIII Q 2 'LT �0 - �$ �l / I II I I �`S / ST . 2 f39.33, 13.32' RT 37LF 6" PVC / /% \\'� 48; o I I I I II I I III v Q c 00.0546 - \kF,a PVC II I �in� 416 40 \ I 1 1 I I I I Q W / .0,0 0200 / I I1 I �� 456.19 (S) -co-,39 - -- / / 344 / I / / 156.69 (SE) o I I I V STA. 21f08.\JO, co 344 / �I" 115s 52 25.88 L T �I of STA. 21 36.02, 1 �E 456.19 (NE) N I I I I I I I I I V � ® 26ooT 239 �� ►� - I I �\ I I I I I I I I IIII �s$TA32of69.65, III II I II I I I IIII I V 26.00'RT IIII II N I �l + I I I IIIIII C� � IIII I I III I I I I C� -moo / I 1I STA. 20f49.57, L"I 34E3 / I I I II I I I IIII I I IIIII l \ \ - -24.4z' ET - - 240 I�� IIII �� I �11�1 Q Qc STA. 19?- RT -�/2-gyp / 1---------- I I I I o o RIM 463.10 f �I I IIII o � o Ld 342 12, IE IN 457.8d I I I I I I I I I 2 4 2� Q CO 342 6 /E IN 458.3q III I I I I Q= Q z I "\ ®` STA. 19f85.20,12" lE our 45. 38LF 8 C L I I N ©0.0� ,• 26M CB /2 IIIII 3 I �l I IIIII Q 241 ' Co 241 ® 0.0946 r . f 1 s 12.32' RT IIIII I I I I I I > o W STA. 19f7o.5 N - III I I I I I I I I I I ° 26.00 RIM f L T l I I p " / 14LF 6" PVc 1 12" / 8.20 (s) III 1 I I I 1 I I I I C) > a_ �9LF 6 PVC �`� 8" 11 4 8.53 (W) 3 1 I o I z z 0 -0.0200 t 00.0879 I " / I o III 1 1 I _ w 0�� \ 341 6 /Ei / 8.70 (E) 11 \/ \ /° 0 341 12" l dU 458.20 (N) � III � I I I I I � I 1 I Ir o 0 o Q co 242 srA. 1f79.8 , �' \Vc TA. 19f 11.7i?/l l I 1 1 1 I I 1 1 I 1 1 1 26.74� /LT I / ®01\ � \ 00'RT�` l�l / 111 I I >� I I 1 I 1 I SHEET SEE SHEET C4.02 C4.01 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. I STA. 194833Z, I RT 3 .DTP 2-48",/ 42 RIM 463.10/ i II I 12" lE IN'457. A SI I CO 342 6" IE IN 458 JO'� ®' STA. 19185.20,12" IE OUT 45,7 �( � L 26,00' RT CB 12 I 00.0946 T . 9f 1.6 12. 32' RT T� I _ RIM f IN, �29LF 6" � / ��� 14LF 6" PVC � 12" J IN 4 8.20 (S) ® 0. 0�79 8 N ) 4 8. 53 (W) ` r � � � � � V � / � I �� 12"l 70 E) /E%O�U 458.20(N) / CO 242 x CO 341 ' STA. 18f79.8 , I � � 6�RVC TA. 19f 1177,1 l 26.74'� L T ®Q1 X 00' RT 1 1 242 \ 0" / CO 340 \ �� �l l 26. 00' R 0174` i 39Lf 6' P� \ / l $� • 34q \ I I \\ \ 243 90.0256 co 243 co STA. 18f4 \ \ I \ l STA. 17f81.3 26.00' RT 26.f' L7 \ 339 CH 204 \/ � STA. 17f83. 95, I'Y �T TYPE 1-48'; RIM 40. 34 4 CO 3 �" lE IN 459. �0//, l -C9-244 ih / STA. IN " if V 459.5, 2 0 ' RT '� $ E I 26.00' L Ti f O s, PVC �,(� 12' lF?9(�T 245 W 245 S 16f75.3 , �Q TA. 26. 00' L T ° 26.'90' RT 3 [FOP 33�7 I 12.5 13.32' R / - \ \ / 246 co 246\ TYP�4 TA. 16f 10.1 , R/M1467.29 A 00 L 7� �, 12 1 /E IN 460. 00 6"IEIN460.50(% 6"1 /E /N 460.50 12p IE OUT 460.0 fi✓' / / / / / l fo/i� 336 / \ STA. /15f7.6 , 25. 'LTA I G'0 336 247 VD, 2Lf�370, 13.32 RT 'yp S I 40LFI6" PVC / l k/�1 //1,P/jN 64.00(5) CO Y49 - - J / /6 ,E/ll✓ 464.50 (W) STA. 4f49.3 I / /# /N 464.50 (E) 14 LT //E/ OUT 464.00 (N) C 1/3L�6"PVC , �c� 26. 45' L T 10.1700 / /249RT cc / ®, f.65 207 \ TA. 3f20. 6, 13.,�2/T � R co �� � / YPE 2- STA13f 18.30 26. 00' L T /' P 12" IE IN 467 dO (/.�) I \ \ 16LF 6" PVC I 0 1N 467.50 KW 251 I co 333 12" I9-OUT I I CO 251 � o, I I STA. 13120.07,� STA. 13f03.49, ` i I T 26.00 200' L T I R 6. 343 / 13LF6"PVCCO 52 STA? 12f52.86, ®0.1877 SEE SHEET C4.03 \ SEE SHEET C4, a1 240 \L`, I 38LF 8" PVC r ® 0.0303 241/CO 241 / a STA. 19YV 26017 T t� A Q -7 1 / 111 111 llll ' V\ N SCALE: 1" = 40' 0 20 40 80 PW21-054 PW21-055 N ��Nn�ls d 3.10 R SEE N. Z N /y • ' w U � � ~ N zU w Q o wu 0) '>zQL UQav�i 3 z 0 m � o 0 M N w �\ o. �r i ILQ z 0 0 ,qwJ " Viv 0� v Z cv) V 0 \ L Qcs , ZQ =� LL �� OOZ Q � � Q I� � O �O v v� v Q v Qc cz o Qc c� Q Q = Q o z u v O 0 0 � w z z o w 3 Q Q w ar� w 0 0 Q SHEET C4.02 PROJECT NUMBER 21062 SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C4.02 I I L_ \ � \\ / X \ / ,,\\ 186972. 117747 31 i i , 1 _TYPE 2- RIM 482.6 P I / / / / / /\ ®0 6'"' 1 6» lE /N 476.001(SE) I P / o cCO-266 P / / / / / / N.• 18692Y43 E.• 117754.38 I y /C;y A I N• 186828.53 I -F-' 1177344.37 / \ /TYPE l l RIM 48 .02 f 6" /f IN 478.1�5 S� l / 1 402681 l \ N.• 1867p6. 67 E 117 J43.84 % > CO 269 \ N.• 18675J 94 P \ % E.• 1177328.85 \ F I CB, 217 1 STD 1*44.52, 1�.J2 T .� M 4A111' �� 270 i 1 / 12 IE IN 472.50 (NJ l I - / /72.1E IN 472.50 (SW) \ \ 12- ( OUT 472.50 (4) P ` \ vao C 271\ \ \ \ \ l S A. 15f81. A 00' L T \ \ \ 271 / I 0 272 \ \ STA./15t29.29, �2,600 LT 110LF 6" Pad SEE SHEET C4.04 I N SCALE: 1" = 40' 0 20 40 80 C//4..01 _ CAA3 C4 05 C4 06 -1 PW21-054 PW21-055 Q �3 00 1 Q N. Z byinw W co U co c� t^ v ~ N zU W Q O Lu co 01 ui (n 0) UQav�i 3 Z O m 0 O O M V) Q) wV) o N �\ a ,qwJ 2! ch �v V ZM V 0 � L6 ZQ =� O (j)O v v� v Q v Qc Q = Q z N Q iE Q u v O o Q � w z z o W O_ 3 (n Q Q W ar� 0 0 Q SHEET C4.03 PROJECT NUMBER 21062 N N I N N ►i SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C4.03 fl� 14LF 6»wC 9 L`0298 ��jy�9 0.1071 3�341L 6"rV(. o 1> -1 bP /� �/ / l bP CO 32300.0244 ®-C STA. 6fJO. 00,270 ca 270-/`26.00'RTSTA. 16f 13.9 ••. .. .� - � � 26.00' L T STA. 2 10, 13. 2' RT ��Pvo.o271 '220� A. 15787.2 P \ ' 6*2704 13. \ \ 700' LT a '�2-48" � c0 318 0O9op0 320 ��_ [P�q2I/ l 46 .00 (N) 271 JV 1 QJ lM0.22 STA. 1f6 . + , c0 319 / A• �" lE IN 474.50 (�) 26. 26.00' RTI STA. 7*156 26.00RTI00' RT I4f-3.2» 7W3 s » (W) 12 It IN 474.00 S 00 CA / 12" 11 OUT 474. E i STA 3f19.- - I o 272 ti b 1 , ) 319 I 320 I / ' 26 T 4 / / \ / TA.,15f29.29, , • 18 I ; I 26/00 RT/ ; I �l 12 »lE /N 46J 00 � i w � Z 12j6 oo' L r I ; I I 21 / I ; 322 I IF lni 463.00 (W I -tom _ I 272 I► ® I 12�€� E I 1 \ o�••N' ��� .� / 6" PVC TA 4f51 �5, 13.32 i --__ I ; = - I I ; �� • / I ST,, . 4*86.78, 14.21 T / SCALE: 4 O 3 �: J I I / --_ __ _04 �.� 0� lYPE 2-48'; - ; - - I ; I TYPE 1, 30OI / l \ B 2A0 0 20 40 80 o° : o N I CO 273� -r R/M 483. 8 I ' , - ___ � 22U dli I R/M 468.52 , I I / / 1 I / / I STA. 1049. 1 /6" /E /N�79.00 (W / I 1 ' I , - .SIA_ 3f9�. 5, / i L / ; C 3oO 6 /E /N 464.62 (E) / / I STA. 5�/17.18, 4.21 LT _ 8.91, 12 /E OUT 464.12 W P / � CO 316 ' �� _ i , � TYPE 1, P / I I I / I 26.Ob' LT 12" If CUT 478.50 V STA. 2f46.8 I STA. 2-A 2.63, � . �qjy �67.01 J --- -_ ��' � _ O l ' /l l 1 I R/M 464.96 � I z - - - /N 460.56 (W) " \ P \ \ ' I \I / 273 „ B 2✓ ; 26.00' LT ITYPE 2---II48'; I I 12" /E IN46 . D-(J'1 _J 2LF 6" - I P I I r 24LF 6 PVC , I , RlM 47639 I , I » I - / 121' lE OUT 4fi0.56 (E) / \ , TA. 1 f 40.18, 13.32 L T,16 I » ► 6 /E /N 6 . 0 (N) �- 90.0200 / r 0° 0500 » r 12 / IN 470. TYPE 2-48, 1317 i I » � ) 1 6» a IN ° o (S) CO 2741- I ( I CO 317 I , 6 /E IN 471. ;) I 12"' lE 0 1.70E CO 299 29 / / h' ! I / � / r RIM 484. of i STA. 1f94. ' „ O / I l � r STA. 14f25. .® " , 2} 6 IF IN 471. Q ) o I 1 �401 12» lE /N 41 0 (S , 26.00 LT i I 12" I - OUT/4 Q (E) II / I p STA. 4f36.15, I l l I - °0 \ 26.00 L T I�QUT 478.30 ( I I , 314 ® moo Rr I w 274 37LF 12 3151 r 'co 315 I I I - / I r , F 402 » 0 0 0' � � Q _ � � 007P�C ; STA. 2f98. 77 C J 14 3� � • - - -1 � l � � � �, � Z U � r 3 6 PVC _ I r , : .��ti - / 3 , I - �J �� LLl Q � 14L�6 »I PVC I 26.00 L T I - --_ = _ P 6" 00 L T CO 3 3' o CD 298 / l / l C� Q °�g,�QB\ / •: % � 112 > b � _ 2LF PVC 1 298 � , I I / ` - -- � � , . _ z W 5T 275- f 0. 067p ,�- " STA. 3f 3. "� `� ® STA. 3f8192, STA. 13f73. - _ l 6 Ppr , - - c; 275 25. 98 L T �¢ � �00 26. 00 RT / I I / I /� _ _ ` �4 05 C4.06 J o Z / l / l B 232 I _ ��� 1 bP� 27LF 6" PVC / I /L �," Z Q � / / I / - I _ ® 06>9 F b 288- - l i I T f 6.17, 13.32 RT , o� , � a � UQacn hk76.57, 13°32 RT j LF� 0 I o / I TXPE/2 4e, L' � 3 TYPE - »- ®o• 07 1 b ° ' • . l o [,� \ % /. / / / / RW 48 . 7� \ I \ 307 24 ► O oo CO 2,Q7 ^� i l I % 2/M'f 461.10 (N) U_ o CB J 2 �� l / 6" IF IN 480.80 `�A / / T . 1*57.81, � 0�2j ► / STA. 3f56.64, / ► / I N• 18629 '84 � � / � � o• I I -I ' - J ' _ � 26.00' RT / 1 � �E /N 461.10 (W) z o / i 12 /E /N 480.30 S �' DO RT 0 0%538 / l ! I o �/ E� 11771,u5.18 / �� � r » O h // � � CO 308 I ' 0 309 � � !� •• � I o� 1 F 6" PVC /; � � / !2 �E � (E) � - HYPE 1h SOLIDS LOCKING /ID / ���� r' 12 /E OUT 480.30 /�E C� 3/� I ►' /' TA. 2f5o. 40 P o I � �8 ��� / / , / / 1 I / f W P / r ( ) / �$ ► STA. 2f07.29, , 0778 F I i \� I RIM 84.53 / \ 276 CO 276 / i 126.00 RT I i 26.00 RT I i C 310 / p0887 I \ o - / ' I = = Q "' V l STA. 13f214 , 1 ST . 34.01, 10.50 R , , 1 I / / I N I I 6 /E III 2 00 (SE)/ l � �00' L T 307 TE 1' �' 309 i I I / TA. 3f 05.59, I ► 0x I ► l 1 / I / VO 277 \� / / �1LF 6" �' J Q \R/�� �4.79 ; I I / / I /26.00 RT ; /STA. �� 2 I I / I / I / - 1 IN 480.10 SW I 310 / I CO 311 26.0 r / 11 ► Q 3 / I I I a P I I N,186285.91 0 0.0982 ( )I / I' \ l E.• 1177163.31 \ - - �2" OUT 480.10 (N I I ;� / l III 311 ;� I STA. 3f53.99,' I / �,CO 296 I „ --___ - - I ' i I i 26.00 /i'T ' I / STA. 2f79. 9, l 17L F s PvC' 296 l - _ ; ; I ; I I 31�2 "DI �s -- RT / B 2 l I I l 1 0 0.0718 \ 277 C - l , , I I . ► - l I I � I __ � rA. 2fs .so,• l 4 278 , \ \ STA. �► , 4.�L � l - I , i I N.I18627107 , --__ , CB 2, )5 i E 177155.32 RIM �5 \ ; I I - _STA. 2f99� 1 ' L T 6" 1, ' 419.99 N ► MF 6�vC �ro0 \ \ l l ' O II / ' ' -'---_____ - I i I h 131 6" PV 6" lE /N / CO 279 ► 0 0. d192 i f I / STA. 11 f34. 6 , ® . • / 12 I I �UT 479.49 (E) I I CO 304 / I i / ; I 4L 1 -� 0 0 0231 F29S 2" lE 0 T i 1 0 ", " l v , 1 306 l I STA. 2�99.6 ► I 12 /E /N 46.E 6 (W,� /I o z I CB 303 120.00 L T \ 278 l 305 I l I I I ' „ I() / -[ / wI V 6 /E /N 47 .1 S N. 186181.30 / '' : \ I ;' I C 306 I ' 12304 T 1 I� I � O �I I 1 6 /E /N 47. O N ► 1 F� 1177079.14 / \ , \ . • , 5 . 1f99.80 r I I / I / � \ T)'PE 1, SOL49 LOCKING LID �I. \ I ; 26. 00' L T ;' �0 305 I ' I' I 12 /E OUT 4 9�60 (E) I CO 294 �I ► C� �= w R �•• \ I 302 I / STA. 1f76.3 , 7 13.32 l��ss�� I R/M`482.51J `.\ i \ \ `� �x � � L12LF 6" PVC I ; ISTA. 2f49.59, I 303 I / I I � J » l 6 /E SIN, 479 51 (SE) / /' » _ ®8 0200 26.00 L T , ; 0 303 301 / 26.60 RT 294 �� T 14LF 6 PVC \ lI) OLF 6 i I , STA. 3f49.TO 02 CO 01 I 214- 6 PVC ► I M 465. 1 o CO 280 ; 0. 099J 279 / �p 0- VC � l I ' 26. 00' L T S 3f99.72, ST . 3.0 � Q op i s / I 1� lE /N 455.60 N-186171. ! / I % 6 00' // T 26 `.\ \\I ° I' V I DOo I 6» k IN 456.10 (E) 177088�3 pLF 6b 12 IF OUT 455.60 (S) » 26.DD 00-PT- - 1 I I I / ; h� \ •� / �I r°VC 13LF 6 PV I r I I ` _ CB 223 I I \ O \ /' � p� x ; �F ,o \ \ g t p 12 P I o 0 0.3;�69 STA. 4*99. 07, 4. ,' I I I I Q O Q O CO 281 28O �� / I 0o77s 1[,� o, ®/O. ® I HYPE 2-�8; ' I C 222 r Q N. 186125.18 l • • \ , ' ` I 60 129 I ' I I I ' ) V Z b , • , S A. 6f 16.52, 1 E-1177066. 42 �l�3 / I ; _ CO 283 ; 0 0g06 ► V •a _ - /RIM I 8. 75 L T I W Q ' / / STA. 1f60.53 ► p A / 12 /E��1/ 3. 0 T) Or 2-48 r sTA, 14.21' RT , _ I i CO 284/ , 1.359 1 � _j ' I / / \ \ C i 27.14 RT ; I STA. t09.56,I ' ' - - 13 " p " o F ?b -(lN 5 501 I RIM 464.35 ( t J TYPE 1, l 283 I ' ' ' 1 I 12 / IN 449.40 W V / RIM 490.10 � I i 26!00' RT i CO 285 I , CO 286 LF _ M / ® 3. I 1 '�, O \ �) / i I 284 I ' I / I STA. 2f99.41, �� 0.01 6 \ 6 / IN 449.90 (5) / , 0 12 /E OUT 485.70 i' I , , STA. 2f60.47, , i 8 / ► 285 i 126. 00' RT ! 126. 00' RT I I CO 287 / ® ` i I I I 1 / 12� lE OUT 449 40 E) pS�y I O 2$1 l�- �I I I; I I i i i STA. f63.53, I I 0 C f/'0 290 I � CO 282 r I- ► i , 286 I I I; 26.0 ' RT l l TA. 4 7. / I I I O N.• 186061.30---__J i I II I I I I' 287 ' I P I CO 289 lS \ 3 4�F �2 P I V E°•1177045.76 h --� __� - I i i I ; �88 STA 4f69.44, l 31.04»RT� \ I F b \ I / \ li \ 'c l CAB ��' - --__ J I L - ; I / I ; II 33. �0' RTl I I 11LF 6 PV 0.01.08 p 04 l / I O V STA. 1f33.15, 13. T \ i -J _-_ - I; L / i I I i CO 288 / I l i go. I \ \ I; C 291 8 1 I l 1 1 I I ( V (TYPE 28'; I - - ; -----' I ; / ; STA. 4f 16.06, l 12$9j I I CAB ; TA. 5f 3.16, 1 RIM 487.47 � ,� i I � ; - � � l L � � ; 126.00' RT 'I I / STA. 4 6� . 2, 21.15 RTR� 2�2 � 12" lE IN 478.60I i �) / I ; i I - ; __ I II L - I I / 12bO TYPE 2- 2� -12 - -yu 478.E h') / ; I I ;' co 4�2 �; I , _ - I I l I I S RIM 46 1 > 11 I ; 292 » I CBS - - 7 /_III s /E IN 4 100 (S), I l i 12 /E OUT 478.8 (E) 471� r STA 2f75.10, I , I I i / i , l ; I 472 I ' 26/00' L T ; - STA. 3f25. 3.32 L T ; , - 12" lEI U� 460 b0 (N) I I I l I v I STA. 9144. 46, 14. I I /474 I; I CD 474 / l I I i 471 ; TYPE 2-48 ' I_ L/ i I I STA. 1 74.8 , ( v / I CO 473 i CO 471 i RIM 478.11 - _ _ - I I I O O i TYPEII, RIM1488.71 I I l �6.o0'/LT I I i STA. 2f25.13, I ; ST . 3f25.2 i 12�» lE /N I1► o (W) �469 I l ;' k0 468 ; __-_ I L � ; I I `` o � � \ I 12/ IF IN 484.31 (NA l L Sp[ b I 26. 00' L T I 26. 06 L T I i 6 /E )((V 4 P50 (S) ; _ I 4 $ I , STA. 4f75.15, , TA. 5f04. , �A L T �'-_� ---__ - I ; l I I 1 � � � - Q » I » i I I, � ' 26.00 LT i r --___- I I = Q = z \ IE OUT 484.31 (E) , 1 LF 6 PVL ► 6 IF l I� 750 (Nf i , " r - I O O[F I3 , ' I I TYPE 2-48 , / I � 6 PVC ; 0 0. 5406 i 12" IF 467.00 (E) ; l I � 467 i /RlM 468.32 / i r � / I I I 1 \ w N � Q � � < __�� 30Lft 12 PVC' I • • Q a 2� OLF 6b ' I ; CO 470 I ' 0 46 ;► I CO 467 / l 12" lE /N 4 9.0 / 46 A. 51.24, 3. 1' L T I I I I I / > \ w S o S \ i / 0 0.1903 PVC 470 STA. 5f05.4 r I s - ^, Q ,% U I STA. 3f 75.112/ STA. /4f25. 40,/ 1 i , ' I r / 6 /E /N 459. 5 p / �PE 2 48" I I S 5 \ ss z > o w 26. 00' L T �� 1126. l/O' L T / 125. 96" L T /Ii 6" lE IN 59. a' ) R/M 465.14 / 1 I I I \ \ 0 0.0638 - i L 50[F 6"P I 30LF 6 ► „ / »/ / O CO 345 -� �O �� O[� / ► PVC 0 / ► I 12 /E OUP 4,�9'' E) 2 /E /N 757°2 W) I I I \ p Q' / P/i 9 STA. 8f 3.07, / _---`t G2 l 6 I 10.0493 / i i l l / /, '�» IF /l,G 457.2� (S) / I I I I I I \ ww j 345 26 00'IL r \ >7 / I / 466 �; CO/466 �2" IE,our 45. 0 (E / I �- I I I I I _ z O I 3oLF 6" PVC I / ) > 9[ „ ' / S 5f 2 9 // / 1 I I I I w < i I / ► �,. V® d _ _ � 13�LF 6 PVC i CO 46S I 3 I �� Q w I i 0-L02�IL / / ®5¢7 0O ¢7 d r 2� 00 L STA. 6f22.67, I ------------ o 0 o Q 0 - I / ®0p5¢a / O[F 6 ,P�c I� 12s o�' c r I STA. 8f 43° 08, , I I , _ , 1 V _ / / I I / / I I I I // / SHEET ' I I 2s oo' L r / 457 .I I I l �I I I _ , .11 '�'� , i - C4.04 SEESHEET C4.05 SEESHEET C4.06 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C4.04 I P /� / / CB J07 N.• 185455.72 / E.• 1176435.67 TYPE 1, SOLID LOCKING LID Z \ RIM 486.71 / I\ 6" IE IN 482.75 (S) I I / CO 374 �v \ - I I / N.• 185406.44 � - ''' I / / E.• 1176328.91 ' � 0 0200 /I 373 l \ \ 374 \ \ 286 \ 375 *97. 01, 14.211' RT \ 91 I 1 �4�85.6712 IE (N� TA. 1fAJ5, 11 l 31LF 12"TYPE 2-48" \ RW 4834' 9. \ `CO 375 ®0� kTA,. . h? lE IN 482.80 ENE)2f 03.13, , A /4 P CB J04 ( l N.• 185806.17 \\E�1176994.19 TYP�`I,\SOLID LOCKING LID RIM 488.4fi \ \ I / 6" IE IN 484.50 rSW, �j I� • • �I CO 349 - - - I N.• 185771.31 E.1`176965.86 co J50 N.• 185748.81 E.• 1176916.22 _ c��; CO 351 0 c 349 34t CB ©5 `,N.- 18572232 .-' \ N.• 18569282-, 7 s8s6.38 -'61 \ \ CB 25 / \ \ E-1176802. 67 / -' 0.026 \ STA. 6f ll. 63, 3. RT / J TYPE 1, SOLID LOCK110-kID / \ ® TYPE 2-48", \ �- RIM 490.43 �IM 488.48 6" lE IN 487.40 (5) \ \ � " IE IN 482.00 CO 352 / �(E IN 482.50 (NW \ / N• 185681. 43 350 V IN 482.50 (5) CO 353 E-1176798. 87 PVC OUT � N \ I N.- 185664.98 1 " I F 0 \ 351 \ N • ,,-� ��� I CO 354 �/ ' . i \ \' I E.• 1176730.20 ®°• \ \ 352 ._ o CL7 JVV l \` / \l \ \ 35J \ \ R �/ \ 00451 CO N.• 185557 J5 / �� / � / \ � / �\ \ � STA. 5f 10. 44, \ STA. 5f \ 12LF 6 PVC i ' / \ \�6.00 Fi E• 1176621.40 \ / �`�\ \ \ \ ®0.0192X� \ 26.00 RT ^ \ Q TYPE 1, SOLID LOCKING LID i/ \ RIM` 489.98 354 6' IE IN 485.40 (SW)- �co 1 / I FT y -iO4/0 CO 369 N.• 185512.43 P I 99 E.• 1176599.71 00 F0.0217 '' 6 0,200 \ �� I P ® LF 0.CO ,G6'371 \ N.• 185472.90 � \ 369 � l ► � I E.• 1176497.52ico \ \ 370 \\y � � � I / I N.• 18 .81 I 72 \ \ \P \ j I LID Juo N. 185 3.30 E-117675J22 TYPE` 1, SOLID LOCKING LID 492.55 \ 6" lE IN 488.55 (NE) \ 25.0 PVC 4 453 \ O \ 1 ill \ \ 443 SEE SHEET C4.07 SEE SHEET C4.08 RT 406 5 At. SCALE: 1" = 40' 0 20 40 80 0 W R R R 04 Q3 y�< N w 04 U � 0 ~ N zU v W Q cic z CL 0Q a z W � '- r- 0) >zQ� a I "It �v v ZM V J 1w 0 LQ JZ� \ C4 Zo =� Q ^ QQO �O Q� �O v v� v Q V Q� p W w Q Q = Q o z > o w U_ O 0 0 w > O 3 cn Q D_ Q w 0' w 0 0 o Q SHEET C4.05 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 X . RGE. 1 E. W.M. SEE SHEET C4.04 w " TL- 29 472 i '473 ITA. 2*75.10N474 I I 472 I; 26 00' c T I \1 _ ; ISTA. 9t44. f6, 14. _ II CO 474 I I I 471II____IIITYPES1, I STA. 1t74.88, I CO 473 CO 471 II \1 /, �' 0 468 �----�II IRIM'488.71 � � 26.00 L T STA. 2t25.13, , STA. 3t25.2 i I469 ' I i k� ' --_ ' L � � / �12" lE IN 48404. (N) l L 50v-6" 26.00' LT 26.00' LT � i 468 I / STA. 4t75.15, / TA. 5t04. 1-3�3A LT12 IE OUT 484.31 (SE)'"�'pzf- 6" IpLF 6 PVC l i ./ TYPE 2-48,' / ----�I I \ w ip90.5408 , 467 IAA 468.32 -7I\ _ w30LF 12" PVC Q �- �- ' O�,c- �, ICD 467 o00 00.1903 ,�, 1 _ 6 ID ' 470 470 0 469 12 /E IN 459.0 / 465 ,5t6124 13. 1' L T 1 I I I ss'. 3t75. > STA4t25.40, , STA. 5t05.4 , / 6" lE IN 459.5 i �' ' I 1 l2-48 s \ ss w- 39100, L T 25. 96 L T i '46 F26.00 L T "IN 459.CO 340. 5 638 � d _ p 6 "PV� I / 30LF 6 I 12" lE OUT lE IN 457.2 W) /1 g I STA. 8t73.07, / _ - , � / f00 J � -�- O� l OAF 6 PV6, � PVC ® � � 12" IF IN 457.2,b (S) � I � � � - � � 0 � �_ � 0.0493 ; 466 / CO 466 / 12" lE OUT 345 26.00 L T I / , " '4 _ 17y��c- „ �� - -_ _ �_ _�� 1 LF 6" PVC i/ STA. 5t729 CO 465 / ( / I I 1 1 I I I I _ o " " ") 30LF 6 PVC / �f PVC ®O p yr: __ - / 26.00' L T S 1 1 I 1 J \ - - 02111L ® ..05¢� _ ® .3 STA. 6t22.67, I J / -------------------------- I / _ `_ OAF 6"P�c / 26 00' L r 46 C9-346- - o �B 25� CO 457 I ®�05'98 O S N _ 5fp p I I / O . • ., �,� i I STA. 8t43.08, qTA. 8t72.51, 13.32 STA. 1t96.27, I , I LF 6 PV > TA. t74.36, 0 26. 00' L T I o YPE 2-48" ' ' ' I CO 458 r STA. �5_ - - 0.1179 2�F 6" / I / I / » > �• �`' o '�, 26.00 RT i , '��C 26.0 L T I I - 2 N lM 487.55 457 / I I I I STA. 2t46.8 , I 26.00 � � � • _ - � " / l I I J / I� j - - � I I SCALE: 1 - 4 0 . 1 / p� "�; 17L 6 Pi/ f 3 I I 1 y• 346 I 11? /E IN 480.30 (S)I 1 458 i I 26.00 RT I 27LF s" P� I � 005 1 � I o 20 40 8o J � o 0j B 255 I IF IN 480.80 (W I I I I II 00.0948 I I CO 461 I I ,�, (\ C 0.0>94 I I I I �6•.;��d ���� � TA. 7t00.52, 13.32 RT � � �2" lE OUT 480.30 ( I ; I 459 I I CO 459 , STA. 3t96.15, I 0 462 I 0O7,3y ; I I I II STA. 2t96. I 126.00 RT ' I STA. 4t46.2 , I / RlM4 _ I , i I I 26 0o RrI 126 0o Rr 12q ,_ I L I I 460 ; � I I l' � co 463 � I ,� � � / / / / � I / / / / 6 /E IN 481.85 (Nl�' 1' L , I I , , I 462 / I srA. 5to214, 4 6" lE IN 481.85 (SE) / ' i I ' \ ' I 461 ' I 26.00' RT l STA. M 78� ` . l / l l l l k STA. 7t64.20, 13.E R _ � I I f I 1 27.35' R ' \ � l / / / / / , , - � � >2" lE OUT 48>.35 (NE) / TYPE 2-48" - _-__ I \ Il / I I I 463 h " 435 / l l l J ® `\ \ i OO % RIM 486.57 /� \ I I I I G'B L� I / 0 17LF 6 PVC - l l/ I I /�= U co co 347 39LF 6" PVC O , 12 lE IN 480.90 (SW) I \ \ I i i L 10.80' RT / / /,� ®' _ 0 0.1924 co CB 245 C ��37 / - ry „ , STA. 5.65, \ 0 0.0205 l ® 6 /E IN 481.40 (E) l ' I I ' " STA. 15t36.90, 13. 1 RT Coos V� - " 456 I i 1 \ I /,� APE 2 �, � " / �l ST . 6--85.29, 13.32 LT V v CO 347 -� li�I� OUT 480.90 (N) l i I � % TYPE 2-48, / " / QJ �,Ili 12�€ / 06 STA. 2,RW 47. 99 / �� l l l T E -48 , � � t �403 � Q o \CK 6t99.81, 0 ��\' STA` l I ' (l l �� / " V 26.03 RTC �50 S) `� l l / lM 457.54 / U� ? w o0 0 ' L T ' ' s lE IN 460.ZI0 (E� " / l 2 ;E IN 453.22 (W) ° 25.74 - l �/ ` " OUT 459.50 N � � O ° 0 13LF 6 PVC " O � l l / 6" /E IN 453.72 NW � c r � z U ? >- 2 1 48 \ ✓ 1x STA457t40.14, 25LF 6 P� l �� / / O / ® O 0 0.1208 12 IE OUT 461. 0 N) / / / / • ( ) / ,< r ; C405 4.06 W � Z W 0 / 12 IE OUT 453.22E y ®o. 0204 � � / ., \ ; co 43s � l o' „ � � / i O � „Z 00 RT STA. 1474313 °10 4 v V l / \ V l 26.00' L T I� 434 / / / l/ / ��� �� �408 Q�G '�\ \ l / \ \ / \ l ' 25.02' R7� / / / m 26.00 437 \ \ 6 ° j �� G� t31. 2, 1 .2 / / / / (� o i / l \ CO 437 �' TYPE - / / / / �� � 2 Lr)00 / t52.36, l i \ \ l l \ \ STA. 13t95.24, \ ® _ \ / " 433 RlM 70. ' o / // Lu s k / \ l 13LF 6 PVC 0 / / <„ 0 6 26 �26.00' L T °0 / \ 0.096c� 12" lE /// i 39LF 6" PVC �`. / 454 \�`.� \ / �\ l \ \ / \' I 6"/F 4 45 ( V \.,� \ / 438 " ��/Q co V I l N 4 4 0 E) // vol / 0 0.0256 �\ / \ / / \ 40LF 6 PVC \ / / 1° 0��' >2" U 64. 0 NE / / / / �� / / `�� 13LF 6" PVC \��\ / .� / l \ / / \ 0 0.0375 \ �1 ° STA. 14t 3 , \l 1 ( ) / /// \ / Z W i QQ \ �\ \ 1 \ 438 °� 26.00 RT \ � / / / // \ o W �,g � Q2 I 00.1854 \.\\\ //\ \( l 12t931 ® // I \ 1 �L T P9 / �c, \ 432 / / / / / / \ \ � �i co 4s1 \ `\ 453 \`,�- -�,: / \ / / 0 Q 1 \ STA. 6t08.25, \ \ ,' / I \ I I I 439 11LF`s`' �c ' 6 � ! "t89 74, / \ \ 26.00' RT `�\ / ,;>' I \ I I \ 00. \ ��, �°� 26.23� ill 151 \ 1452 \ `\ / ,, / 1 I \ I \ \ CO 439 ,�� // ® 'o' RT 5*65 04, I \� ;\ \ I \ I \ STA. 12t812 , ° \ 431 I \ 4.40 \ 26.00 L T Q�G 1�x i \ 45� \ l / ��'' / \ � � I I \ co 440 \ F 6 / l \ \ STA00 41�t36.33 , / / / / ( / // � i / / \ \ -� I ' / /j / / Z M V CO 443 / \ STA. 12t 12. 9 ,\ 1 " /�wl �- STA. lOt 17.8 /' i I 441 � \ 26 0o L T � / , / V.) 8LF 6" PVC \ 26.00' L T Q � I \ / / / r / \ 00.0625 \ 442 \ CO 441 6„ 7\ CO 444 \ STA. 11t43.2 ®,.�`� CB 24/ 443 I 13LF 6" PVC\ 26. 00' L T 0 i �/ 1 �, STA. 96, STA. 12t88.39, 1 32 STA. 9t71.6 , � - ; . " / \ \ Q % 25.98 \TYPE 24.6 / \ 26.00' L T \ \ 00.0769 12k 0 � 1� �\ " � lM 474.64 / 444 \ CO 442 \ /� 13LF 6 PVC \ " IE IN 468.00 / 0° - \ / \ o \ \ STA. lOt3 . 4 _ I 0 0.1969 / x / /'� / \ °O \ \ STA. 9t 09. 54, \ / 26. 00' � T / \ 4 9 I " N�68. / `��j / / I °j \ \ 26.00' L T I 1 /\ 2 l \\ CO 45 \ \ (/ /1 I \ STA. 64.11, 3 2' RT / 12 \ \ TA. 8t77.3o, \ 39LF 6 PVC = ' o � / 11�p.0� � � / I I M 9 ' \ l / / / / / / / \ � / / Qc � V Z � \ \ 6. 00' L T 2 6, -0 5�F 12 P - I I 1 ") l 47 . o (W) l / �46� \ VO , 0+ o CO 9� 410 2 /E T 4 00 (NE) 0 / / / / 9z � 1 \ TA. t 9.65, CO 410 \ / Ia L T\ STA. 34041M, --S 10142.30, 13. 3 T 38'� J- �1 I B / / / / ® \ / V °o 6 2-48 00 STA. 00.00, , 0. 0 / / ,,. \ / O \ QZ 55L C9-405" 1 I l 82.05' `' / 16LF 6" PVC STA. 6t83.27 IN 4 00 \ 1 4/760; .9T0 4 '6.() 411 ®O. 0312 01523 L T lE IN 474086 476..50 (NW) co 411 (E>2T 476.00 (E) /E IN 4 150 N) )407 /�l6., 13409 >500 (S) STA. 9407 9.0RL - - TYPE 2-Co 406 00 LT 15LF6"PVCI OVV V 4 6 TA. 7t22.2 CO 40 0 0.0400 � - \ RlM 487.07 \ ' 0 412 \ V2" lE IN 48>. 4.43' L T STA. .1 I I 10 _ /� \ " It IN 4815 �'Y/' ' 6' PVC o5 ' L a ® STAco . 2t24.23, / CF 260 / \ 12 404 \ IE OUT 4810 E pV� Y9� 0 0 I { 14.91' RT SiA. 8t64.47, 0. 00' \ I \ W c= W / i \ 404 \ 405 OAF 6 / R n 2" V 15 6 P - l T / / YPE 2-48; \ \ \ I I \ v \ 403 \ 6L T 4. 78, \ 15LF 6" 1 5 - - - / d ( �X00 / / RlM 473.55�O � CO 403 x ' \ \0 07 �+p0 0:8 - � o / � 4� - - � �, / / L2 /E IN 467.70 (W) / � � \ % I I l l � � o � � � 6t07.5>,� \ Pv0 F/r VC i q I STA. �1t75.96, I / / / 6 �lE 1N 468.20 (E) / / / > , Q \, 6 1 26/ , `n 15. 12 /E IN 467.70 (N) / I / ® � � Q = Q Z z \ 4 47 L T 9�F �19 -�2� I S 4 7t70. 74, 0. 0 0 413 I so 12" IE OUT 467.70 (S) / � I l o � � � � Q \ VO / I Ir �11 0 1 / / / /� I / 7 �' Q Q Q \ 6 P / \ \ 417 � \ 416 1 479.03 41 ® - - - L / / B 25,E \ / 0 �j / I _ 5TI. 8t64.53, 96.31 RT / / / > o w \ F /p1 L 6 � � IN 474.63 ( v _- _ � �� / / � \ � \ � � 6k fi� STA. 6t48.28, L T \ \ \ i IN 475.13 () � � 43LF 6 PVC / � Y7'E 1, / l TYPE 2-48, o O / \ i it, OUT 474. E / +' w M 485.63 � � � I CO 415 � I ® 0.0202414 1 / / / /' AIM 472.48 / I / 1/ 12 /E IN 466.50 (N) % ti. / �w > a_ \ / \ " lE IN 481.23 ( 39LF pVC i STA. 1t29. c"�o CO 414 / / / / / " / / / z z \ " IN 481. 73 (l�( 00. I I °j _ 1 t32.12, / / / / 6 /E IN 467.00 (E) / � � / � � ch �\ \ tom- -�- 0 / l 6" lE IN 467.00 (W) � / � � � / l I / / � v� Q w / 12 OUT481.23( ) - x0 / </ / / Q w < w s�6"PVc \ \ 419 \ \ 418 - , .- - _ o �o / / IEOUT466.50(S) �\ / / �� / o 0 o Q ® 0.0194 \ � ,., - ,__ �� / � � ./ �l l l � � � / � ./ � � ,% I i / SHEET SEE SHEET C4.07 SEE SHEET C4.OS C4 06 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8 TWP. 23 X RGE. 1 Ef W.M. SEE SHEET C4.05 w / CO 356 / / ' / f l / \ \ \ / Q I j . . . i 6 P N.• 185366.42 d P 374 \ \ \ �� / �0 s�� E. 1>76793. I375 2t9701, 14.21' Rr N.• 185327.63 / f 1l ® , I \ E.• 1176827 J8 Z W W W 91 / I /��j� �% �,,� / \ Z \ 12H lE 85.67 (N� �. 00 C�L7 �uo 357 �� > 0 0 0 28 12 /E5.6 W 69 I :185 3 30 o 0 0 /fsTA. 1t31.35, 1 . 0.0� E.• 117675J22 � \ � � / \ TYP 2-48" 31LF 12 TYPE" > SOLID LOCKING LID RIM 489.34' L^0 375 00 �O 2U5 ��/RlM 492.55 � \ 358 J CB 287 6 /E IN 488-,5 (NE) / ' \ lE IN 482.80 (NE) \ 2t03.13, d , - \ , • / ` 0' L T 7 STA. >t32.50, >0.25 L T / STA. 3t83.73, 14.21' RT \ OUT 482.80 (SE) � TYPE 2-48" 368 � 25.o 1�pp� \ RIM 489.89 \ TYPE 1, / / �. •• / �� 376 �6 ��'� 0' d - " lE IN 483. DO (NE) / / \ RIM 491.95 / sT . 2.68, ° 12 /E OUT 487.11 (So � \ 376 OUT 483.00 (5 / \> � -� _ \ 26. � 46 1t54.67, / 367 \ 359 \ \ d • / oo� �.� T /cv '' a, / / \o \ \ S A. 2t07.73, / / \ , / \ \ ' \ » - �, �a • •o % 2600'LT / / \ Q� / SCALE. 1 - 40 :3 y� z N Co 367 / _ s 581, / 399 Co 40d o 20 40 80 : o N I • , � O \ STA. 4� 6- •,�,� • � CO 377 \\ \ o \ ALo STA. 3, 366 , \ 26 \ '� \ 15.34' L j "�s.... STA. 1f77.49 26.00' RT o / / / \ 377 / o d \ 6 2' r �, / / ��� S��'® 0ti \ I co 3 / \ sr . 42, o 398 \ RIM 8 4 JV / / STALIU 32t33.34, \ �\ I ,+12.28, , 26 0' h0� w xQ \ / / 6 D L T / / � 361 36 �PI/C ` CEO 398 6 /E 4 N \ / 26.00 RT / / \ 365 7 ® .. .3� d / \ t_78.94, �o� erO1 h 12" If- 0 4 S / 18LF 6 p PV \ •� ,, �, / / \ 2/ 9 \ \ 14. \ / LL, m �, h \ ®o. o \ �� �z � "oo � � �/ / 1 �\srA. �9.14, 13 32' Rr \ \ � � CO 397 � � �� oz ; � . i cy CO / N V �, 'o� T1 - ✓ 39`� U z U C' C 65� / 4 8.1 \ �, STA. 3t50.11,o: / 9 T O / fi r U� w Q1.31, .� ® \ 3t5263, 364 / �� 48 . NW CO 361 \ y 1 x \ \ RT13LF 6 PVC / / o \ / ,K �� �) STA. 4t50.36, i - - ? a C� 0, \ / 000192 \ 060 � . 00 L T lE OUT 82. (SW) 26. DO L T o 39LF6"PVC C0/ 4 \ 379 / TA. 3t40.89, �? 0.0256 S 4t>5.91, '363 39LF 0. PVC � ®0.�0 ; ��� �4.0 � �� � � Z & > I / / / / A �6 0o RT d / \® o.n5s 396 co 396 - > z Q a � 2 00 LT L' � 04.0Q - 11LF 6 PVC A CB/ d �; U a ®0.0200 / � � / 3 10.12, 4.2 ' � STA. 3� 02.46, � � � ,�:,�%' � co 381 v x co 363 1, 1-V' 380 STA. 3 5 .0,i i�o / a r�.�. STA. 4t67 7 RlM 485.86 / r - m 26.� ,ors \ -o /2" IE IN 481.00 (NE i O� co 395 395 - a C) \ \ \( \ \ a'� 26 00' r / °� O� Z o 6 PVC / Lo / 12 /E OUT 481.00 (W) / cl) STA. 2t64.34, ,� P/ / / / I / v -48" �V / ®0.1238 / ��� / 362 ® �Sr�LT w r M 48. 8' \, 282 l / / \ �\ �' co 362 �Q�o STA. 5*01. 74, / / / I / / \ • , d » IF IN 2.70 3t52. "61, 13.32 RT / / oo � 26.00' L T / �®0 _ IN 482i20 N ��'E 2 48 , / Co 382 \ �`��s \ �' t� CO 394 �� a /6" 482. R1487.27 381 / STA. 4t48.76, \ 39LF 6"' PV / �� 394 STA. 2t49.96 I W / / l / / % / • , 12� / 482.2 IE �N 482.00 (S1� / 26. 00' 9T 0 0. 0203 Q � � � 14. 65 L T z ^ ) 1 E IID� 481.5g�( 53LF 6 PVC; /OQ -Z5LF 6 PVC I o 382 ® 0. 02o X s" Vic T 1 0 (SE) / / 0 0. 0192 -486 393 a " r, ^�X 0 � CO 393 � � - V 5f0t�83, 13.32 CO0 383 383 / �o '� 0�� COS-3 STA. 17490. 72 �� I 6 T LA4 STA. 5t02.23, / / G VC 25.94' RT / Q 7-02 I / V 392 15LF 6 PVC C9/384 CO 392 L - Z M V ®0. o2,0 g� V STA. 1t76. 0 I /STA. 5t16.62, o �3 / 1 A� OUT E)\ 25. 99 RT �� os G ® 15. 00' L T L Q 384 i co 388E 6" PVC / L7 280 4872, 13.30'RT )TE2-15. 'RT ®0.0176 \ W RIM 485.45 / `Lx �C0 391 \ � 16L " �IN 480. 00 (NW) / STA. 1 t63.93, q / 480.0� 15.00' RT / / \�', ® 0.0167�C 3f0� � \ 391 o2p _ Qcs 41LFco 89 14.21 STA32t42.79, I I I O / 15.00' RT l I V � � 389 388 275 4 4 ' 99 �` \ �/ 0 390 2$WO, 0. qO V i TA. 2f02.96, I l l IOLF 8" PVC E 1' O \ 15 W!-Rz 00.0200 0200 I � IN 478 J L 8 /E IN 478.91 (3) I IE IN 478.58 4V) � v 12 4 / 12" IE OUT 478.58 o V i 00 l / _ � oo / +oo I W ram_, W v CB27 STA. 2t 46.29, 9129 d . ¢76- 47 OO O W w TYPE 2-48 ; / o (-) RIM 484.32 120 lE IN 47.50 (NE) d z / 12" 1E IN 8.50 (NW) 12*91f T 478.50 (SW) STA. 1t75.07 0.00 w \ / 12N IF OUT 479.8,4 o ; � z z 0 Q SHEET C4.07 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 N., RGE. 1 E. W.M. SEE SHEET C4.05 SEE SHEET C4.06 ?L'f 6' "" PVC \ ° \ � \ � v / \ � / CO 40 / 0 4i2 \ / \ STA. 1.10 / / \� / / / Qs co 412 356 -\ 404 \ \ / a54L ' / •'' , 14.91 ' RT A 404 6f44.78,V \ 40�„ \ % _ _ _ / l o/ / / / / l2 / / o �\ , 403 l<'.55 T \ 9) ISF 60 P � , n0 -�n 1 J l �`0/ �� / "//E /N 467. 70 (W) \ \ L. ///VUL/.✓U v ✓ / d / w �vz \ �A$2' 479.03 5F1 / 2�J l/ STA. 5f68.2 , Fj�98' L 6 IN 47*63t\t4.63 LT / �' 6k \ISTA. 6f48.28, LT /N 475.1343L�TA. f77J/6, 13 CO 101 �\ UYPE 1, �, lfP 2-, M 485. 63 12 i OUT 474.E ®0. 0202 - 5f 1 1 CO 415 1 41 1 ..70 401 • . / �� " "IF IN 481 3�(� �9L l�vc 1, rco .V4 / / / / / 1 JN�484.50 (NW) \ \ \ " IN 481.7$ (l�( \ ®0. I 1 STA. lfl I TA. 1 2.7 , / / 12* - 4.50 (NE) /\ 1 2 OUT481.23( \ s %" Pvc 419 419 X 420 5f98.71, / ' L T / STA STA. 0 00' / RIM 48TYPE , \i�F s Pvc / ' or \ / 399 co 400\ \/ �� / 8. 0 0. 0197 / l i `r 64LF 12" PVC 40551 . so / / / /01 '\ \ Sfj. j�*Zf 2a Lo 6 »IE /N 4 4. \ o i / 00.0708 - 14. 97 L T L / 12 /E OUT 48 \ �'' 4OLF 6 PVC 6 PVC / / ® 0.0203A. 8 6453 96.31' RT l/ / > \421 0101417 / l / l r E764 / 398 \ j \ / ' ,, ' , • / co 416 l CB 265 oo / / / / l 7248' \ � 42-0 \ 'STA. 7f0o.72, / STA. 7f02.84, 13.32' RT/ �, � / / 12" It / 466.50 (N) \ / / l CO 42 26.12 L T / / / / 6"If N 467.00 (E) 422 \ / / TYPE 2-48, / " STA. 4f65.56, / e STA. �f70.59, / / RIM 476.15 / / / / / / / 6 "(E 700 (W) 39 LT / CB 266 / 397 14 / �� O� / \/ CO 421 25.86 L T STA. 5f99. 98, 13. 32' RT 16" lE /N 470. 83 (W) / 12/ l OUT 466.50 (S) 3 \ \ `LO STA. 4f99.91. 6 /E /N 471.33 (N) 1 2 �` l / � ® CO 397 � ry ,�0 ® \ �4 , / r � TYP� 2-48 ; \ / ST . 8f 1.2 14.2/I' RT / 1 42J \ �\ / 255 4 L T R/M� 482. 42 12 /E OUT 470. 83 (E) / � / /i �A. 3+50.11, � � / CO 423 q77 � / T 1, 92�T 0 \ / STA. 4f5,�rb3, CB / / / 6 /� IN 477.50 (NO) 1 � �25. 55' L T •. " STA. 4f50. 0 , 0. 00' 12/" lE OUT 477�00 ( /N 2 3.60 /(W) l l \ , 9F 13LF 6 PVC TYPE 1, / l \ `� " / 0�2Q 77rB 2� �\ / Q, " v ©0.0200 RIM 488.0Y I 12 0 � 63.�0 (E)� 396 co 396 4TA. 3f50.00, 0.0 c6"CIE IN'484.11 (NW),:STA. 3f02.46, E 1, 424 i 12 /Ll our 483.61 (SW) / / 14 52 L T / M 486. JO / CO 424 C� [ 7� 7 / / �� - / r % // / / / �,S 7 6 � 32'7 T l 481�55 (NW) STA. 3f89. 77, U / ✓ / / 7 L / ' l 90-(NE) 25.79' L T STA. 4f57.60, 13.32' RT / / / / l / / / TYPE 2-48*'-- CO 395 395 / 12 lE OUT 6 . \ 7. t 2 TYPE 2-48'; ✓ / / / / / / / / RlM 471.46 \ / STA. 2764.34, O / O 0� R1�1 484.12 / / / / / / / 12 /E /N 466 JO (W) L T _ 42H , `/�O / / O / 6r 1E /N 478.79 (NW) ` 1 / �l _ \ �, � / 12" lE /N 466.30 (N) © V.-020Q CO 394 394 STA. 2f4( 14.65' L T P 393 ,15D 392 co I J \ SCALE: 1" = 40' 0 20 40 80 C4.01 _ 4 � w C4 05 C4 06 , Al C4.07 , CA08 PW21-054 PW21-055 ,-.ZiP-)7N- 3-10 R -111 SEE N. Z byj bl s /w w v ~ LO N zU w Q o Lu W(n �QCLt 3 0 � o 0 M Q) W V) �\ a ,qwI Viv V ZM V 0 O � C6 ZQ =� Q ~ (Z 0� �O v v� v Z L'i L'i � v � o v' o �' w LLJ Q o z u O 0 � 0 a_ w > z z O w CD co Q w Q 0 Q SHEET C4. 08 PROJECT NUMBER 21062 N N I N N ►i N N N N 0 IN N N N N 0 IN SEC. 8, TWP. 23 N., RGE. 1 E., W.M. A 510 o��� 510 500 HIGH PT STA: 34+39. 62 HIGH PT EL. PV/ STA. 46J 6J -f95.90 0 PV/ EL. 65Y V) > o 0 0 200.00 VC 500 ��� 490 OW PT STA: JO-f 66.42 rn LOW PT EL: 450.4 PV/ STA: J1f27.4 PV/ EL: 449. JO '' 200.00' VC 490 o 480 DO' ` N •'°�a�?� U 480��� 470 �� I� fill L Q•� .3 oo � :z FINIS ED GRADE (TYP) �6''��b�s �``4 EXISTING GRADE (TYP) 460 470 -Cr 5.96% _____------ - - - - - - - - - - - - ------- ------- ------------ — — — — ----------- ------------------ — ------ ----- — — — — — — — — — — ------------------------ f __-- ---__—' w co j ------------ __---------- --------- ------ — __ — 460 w co 450 _____________ 0 --_ ---- ------ — --- --- ------L-J -------- -------- — �I r-------------- w w o Z w co Q 0 V U 440 450 w N ? w 0) UQav�i 3 � :1� QIN �QL 3 440 0 430 Q �,�� v �N °v°_� ^hh m Z o M RO DB �� v N HOR/Z. SC E. 1 "40' W L L," ��" + EX/ST/NG GRADE A ROAD W v, � INERT. SCALE- 1 "-lo' LV � � � � � � � ;� � � � � :� FINISH GRADE AT ROAD � 430 � s h c.�� 0 o �d o4�� ^ d c4o� d h d r4.�� n .: •: 4O� Q •� d c4o� pf .� ^� cn�� w _ O O 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 N (A 510 � 510 '� v 500 34f39.62 500 I",,' 46J 63 f95.90 r R 0 1965.31 Q o \ N 490 490 490 �� \ \ �, �rno Q � o� Q p 480 480 V Q 470- 'Q` LOWPTSIA: 42+94.42 FlNI HED GRADE (TYP) LOW P PV/ S EL: 446.51 : 42f07.31 PV/ STA: 4 470 f94.32 v Q \ E ISTING GRADE (TYP) PVl L: 446.36 PV/ EL: 4 200.00' 6.82 VC Q o 20 0.00' VC V 460 Q O v ------------ ---------------- - .34�' o o h 460 Q v -------_--- ------ v LE 450 -- ------------------------ ------- � m Q. � an � Q -- ------------ - -------- --------_--- ------------- 0.6Z 450 Q - o v' o 4u LLJ 440- 440 .� Q = Q o z v Q vLLJ U > � � � o 430 u 430 0 0 � R B w HORY SC E.• 1 "40' EX/STING GRADE A ROAD zzo cf) Q VERT. SCALE' 1 ` 10' FINISH GRADE A T ROAD �' Q w 0� � Q 0 0 o •� •• •. oo o v a •� `} SHEET C4.23 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 42+00 42+50 43+00 43+50 44+00 44+50 45+OdW21-054 PW21-055 PROJECT NUMBER 21062 N N N N M N N N N 0 IN N N N N 0 IN SEC. 8, TWP. 23 N., RGE. 1 E., W.M. A a, LLJ 500 500 LOW PT ST : 2*52.69 HIGH PT STA.- 10f55.74 LOW PT : 466.07 HIGH PT EL: 478.90 P14 STA: 3f49.65 PVI STA.- 10f67.05 PV/ EL: 466.04 11W EL: 479.98 490 200. ' vc 2000' VC 0. 490 0 2^ �o od V) W Lu o00 o 0 I- o; o o;rno N c� c� c� 480_ 480 — — m EXISTING GRADE A T ROW �' m W o GRADE BREAK FINISH GfiADE A T ROW 1.94% W 2f49.60 EL: 466.07 -- — - — --- — — — — 9¢[,c-12» 470 _ -- 470 0 p .0193 12 PVC ® .0208 12"�PVC�002Y 120LF �6'.v>�b ``4 460 89LF >2" PVC 0-0.-0 ® 0.5» flilLF 460 'yj• is••.• PVC �' 1 �LF2 33LF 12" PVC 1 > » PVC 00.0606 450 450 w ck� co N-), hN °!°h V �"� ��°o �� pO "h (zz �pOW w Q 440 I nj •� .� .� VQO^V� ^ 440 Z W a° �'4 Qc) a0 z>- z� U _ �^ O J Q Z 430 430I-N I h �lrl � I h -. W W W W s ROAD m ^ ^ EXISTING GRADE A ROAD HORY SCALE' 1 "=40'cn � o FINISH GRADE AT ROAD IERT SCALE' PWO' W 'S Lo U 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 w 0 0 N W d' 500 500 v1-4 V PVI STA.- 15f50.00 M V PVI EL: 468.21 200.00' VC r^ v, 490 h 490 t/� 14 W o o o � 7 QIN 480 `4 �� WW ` 480 \ Q �' °� W % � WW rL 2. 44q / EXISTING GRADE AT -ROW FINISH GRADE A T ROW Q `� ill 470 � — 116LF 12"PVC p 0G, ,_ 9 ' 470 O Q \ _ �W 134LF 12"PVC ® 0. 0224 _ \ \ ®° 61LF 12" PVC V Q \ 460 460 171LF 12" P ® 0.0058 128LF 12" PV 0 0.0063 76LF 12" PVC 0 0. 0 9,1 3 147LF 12" PVC Z � O 0 0.0110 O ov V QO v � 450 450 440 oodo'rn�oo Sz� aLl 440 Q di •+h^ h^ ,hn W� �W\� V�^mil Iv- N IN �W� �u d d c�cp�� N �V �W\�1 �l ��r��� P M����W \V CV` lu W ��0 [� d lV 14 v\ \ � r ` �^ ^ lu lu � �I \l � Q (�V� �. Vh�IN � a0 ( ` V I C4 V r Vh�^^�o�o V im kO �Q r�`I � a a II�o�o V 6- ^ �O �O O 430 430 W ROAD ' ORY SCALE' 1 "4 ' EXISTING GRADE A ROAD �' U_ O IIERT SCALE' 1 WO FINISH GRADE A T ROAD o ; � a_ q� O o ^ o O o ro h o o ro o, o, o q5 rN) ^ N ro tp . W z � z O om � r `� `� 16 v^ Q W 0� W 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 SHEET C4.26 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N M SEC. S. TWP. 23 N.. RGE. 1 E. W.M. 520 510 500 M VNIA l M 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 520 510 500 ngl Eml Em 450 520 510 500 EPA •1 • 470 n./ 450 9+50 10+00 10+50 520 510 500 Em •, 470 m 450 N � CX3ni O 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 N�� Z��� Ld af o 0 0 o^C\4 N.) N Q:3 �• ¢ a': N J • o z ": � N I �yJ bps' /Py w04 co co U C� ~ N ? U � w U w Q o z CL a C� Q Z_ w��' >zQ� �QaL/) 0 Z m C� 0 M Lu h a w z 0 o_ N W d' \N QO �W Z� �7)o o� pQo z Z� p Q� v QO v Q v � O� o�oWLLJ Q •� Q = Q o z > o LLJ U_ O 0 w a_ w > Z Z O w O_ 0� (n Q IL Q w 0 0 0 o Q SHEET C4.27 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N 0 IN N N N N 0 IN N N N N 0 IN N N N N 0 IN N N I N N 0 IN N N N N w O O N N N N SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. �in7I- I -��� Z2��� o 0 0 � �Av( O SCALE: 1" = 300 0 150 300 600 �byj bI S 0��� • • W M U OR ~ N zU � w Q o Lu W(n m s Z 0 m 0 M Lu �\ U ,qw-.Or kttt Q� v �M V 0 Zo �� LQ �Q Q� O �O v Z � Q v Qc(3 Q Q = Q o z j v Q v U > o Ld v O 0 0 � w > z z O Q 0 0 o Q SHEET C5.00 N N I N N ►i PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8 TWP. 23 N., RGE. 1 E., W.M. J _ 5t /,SSMH J04 STA. 133*25. 07, 10. 00 RT \ \ \ TYPE 1-48" \\ \ -- RIM 470.88 10" If IN 462.25 (W) I \ OUT 462.15 (SE) UH J05 STA. 131194.57, 10.00' RT \ \ \ �� 1 1 I / TYPE 1-48 RIM 472.60 / / \ \ \ \ \ \ \ \ RI 10 IE IN 463.17 W) 10 to"IEOUT 463 7(E) �\ \ \ \ 1 10 \ - 0 \ / - I I / EX SSMH TYPE1-48" � I I RIM 461.35 8" lE /N 452.87 (SW) 237 6- IF /N 455.70 (NW) 8 /E OUT 452.77 (E) J I / I I 6" lE 456 60 \ i SMH 30I A 136f52.31, 10.82' RT l EX SSMH 65� 11 YPE\1-48" I STA. 11f04.60, 8.00' RTTYPE M466.57 I �. 04 " IF IN 458.67 (NW) I RIM 464.70 "IE OUT 458.57 (E) 10 I /E OUT 456.70 (E) 14+00 _ I =----- - w 13 - ; SS SD ----� ss ss- - / o oo r I \ 1 o \ 1 \ / 1 so _ 5D . w 235 $D w 5s 236 SD H� SS w o 4+�� ssss w 6 I \ III 0 2. 63Z ss-- 6" IE 454.60 JG I I I I 1 I I I I I 238 41LF6" 0J689 j2�LF 6 �\40 \�'' l 47LF8"PVC ' j//04.949�IIII11\I I 344 o ® III II \ III \III\ +- I \ I of 6" IF 455.50 SSMH 2 I I I I I I I I I 39LF 6 STA. 21 f 19.27, � I I I I 0 5.329 I TYPE 1-48" �, IR �� \ I I I I I I I 239 8" IF , 453.21 8I I I \ I I I I I I I p I I I II + II II IIIII " lE OUT 453. l ► 6" IE �54.70 I I I I I I I- ------ ---------------- IIII 30LF 6"j I I I I I \ 6"IF455.50 I 03859\ �6LF I 343 � � I �Illil I Illi of I I III I 240 6" IE 454.43 / IIII I I I I I I o \ \ \ 1 30LF6 I ---- 0I I I I� l .200' ---- (I / 342 ./ III �� I I I I I I SSMH 201 11 I i i i l 1 1 I I \ II I 6"14-456.30 p STA. 19f72.14, 7.39'RTII I III I I I I I I I I 5LF 6" TYPE 1-48 0 4 789 R/M 463.37, I I I IIIII I I I I IIII I � 4os(s) 241 / / 8" If OU1. 453.9 I IIII IIII IIII I / 6" IE 456.48 1 1 I I I III III I \\ 29LF 6 341 T � �0 7.499 �X 0+ 242 SEE SHEET C5.02 o��� 0 Ld af o 0 0 SCALE: 1 " = 40' �� N 04 Q:3 �• ¢ a': N 0 20 40 80 z N �6yJ bps o��� � • • F - - - rNrr ti_Oi:!�llll .: 'J1=i�liii:IIIC• .. .��Q ♦ din% � 111 i 4u_n�. A/ 04 co U co c� ~ N ? U � U w Q o ?co a V Q` Q Z c LZLI VUj UQacLn N O Z m �cn o 0 NOTES w 1. ALL SIDE SEWER SERWCE CONNECTIONS SHALL BE INSTALLED PER COPO STANDARD PLAN 941 OR 942 AND SHALL INCLUDE A CLEANOUT AT Lo a THE PROPERTY LINE. w Z 0 0 N �v V ZM V J vr^ , N W Q Wv Q � � Ov v � W � W Q o Lij Q Q = Q z N Q Q Q �< > o Lij U O 0 0 a_ w z z 'O 0 V) Q NOTE 1: DEEP SEWER MANHOLES Q W 0 0 0 Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 C5, 01 PW21-054 PROJECT NUMBER PW21-055 21062 I SEC. 8 TWP. 23 N. RGE. 1 E. W.M. SEE SHEET C5. 01 o N N rr 240 0 r7E -454.'If - 30LF6 --_- \� 0,2 00r342 i ' SSMH 201 III STA. 19*72.14, 739'RT' I o W W W 6 5LF 6456. 0 L TYPE 1-48"/ / III > o 0 0 l \ � 4.789 Q 1 Rh6� 46,37 I 3 �� � o 0 0 w _ II I 241 6" IE 456.48 29LF 6 31 1 I I J 242 �6" It 457.00 I \ 6" 4 \ �) �l /l 1 / 1 O�. N • • .. ��,2/ \ I I l / 37LF 6 / / 1 lI, 3 ' NN 04.22E SCALE. 1 40 1Q: / 0 20 40 80 340 /� l /ill l / �'�•.��b •�� 6" IE 457.60 � \ \ l l 1 7 ' \ \ 39LF 6" " lE 457.20 11 243 I1 // 111 l ca� °� SSMH 2�\ 1 / w STA. 17f93.38, 6.00' � l l l l -��_; j T R/YP339 / l 11 l l l l l l __ o� M E 465. l �l _ C14 w \ I 39LF 6"��, IE /N 55. 95 (S)/ i J \ l�-0 � 455.85 l�l a / \ I l ® 4.1 i /( �l s" IF 456. w 27LF 6 \ / / / // / <<a ; cos T U` Q 0 Z o 0 2.009 Z z U >- ;cos C5'6 wV)ZLL, ) 39LF 6" j A® 1 \ 245 \ 27LF 6, ��� ©2.009' T o \ I 2 // / , /, / NOTES Q) � / / // W • - i \ / 1 i \ 3317 / /// / / / // / / 1. ALL SIDE SEWER SERWCE CONNECTIONS SHALL 6" IE 459.60 Z " / / / / / // / / / BE INSTALLED PER COPO STANDARD PLAN 941 s - J \ \ i 39/�F 6 1 6�E 458.. JO / ® �� / / / // / / OR 942 AND SHALL INCLUDE A CLEANOUT AT I/ ®609 l \ / / / / / / // / / / / THE PROPERTY L/NE. 246 LLJ 92. 1*7 SSM% 203 -/7// STA. 16*04.08, 6.00' RT/ TYPE 1-48" 336 / // RIM 467.56 6"��61.4 / j 8 /EIN457.95(S)/�// 9" / 8" If 457.85 / /04.9871 � \� / f 247 \ Z W Y) zoo SMH2O4, STA. 141L44.80, 6.56 RT / // / / / / / / j TYPE 1048" l l l RIM 470.64 � / / / / / / / Lw Q � 8- IE IN 462. 10 (5) / I I ✓ I / �l .l,l 6�� lE /N 462.10 (E 8 /E OUT 462. 6" IE 464.80 00 (N) J7Y 6" I33� �� V O C� v IF 466.20 Qb LF6 \ \ \ I 251/ \ I 6" lE/468.00 STA.112f82.60, 3.60 ,RT 0 I TYPE] 1-48" 138LF 6 ) I I 11 RIM 474. 65 8 /E � I I IN 46 50 (S� 8" 1E OUT 4�333 64.4o (N> 6 /E4,2.4042LF 6" \ I ® 16.389 / CIO S , SSMH 2O6, STA. 11f88. 44, 8.14 RT I I / TVDC > ADS SEE SHEET C5.03 z Llj Llj Q v Qc Ld o z u 0 0 w z z o w 0 3: al� cf) Q 0- NOTE 1: DEEP SEWER MANHOLES o 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET �+ 5.02 SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 C� PW21-054 PROJECT NUMBER PW21-055 21062 SEC. TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C5.02 Ir-)1N- I kl- ----I\ I / \ �/ X, \ / L 18f97.2� TYPE 1-48" \ RIM 482 9 6"IE/N 47.1 \8�1E OUT 7 $67 1 2*05 26. / l \ 6'" l� 475.70 / / C / 6" lE 477.3L 39LF 6" I / — � LF 59 � I - \ l I I 68 / L 27LF%'" / 1264 0 > / I \ 6" lE 475.30 ® — ®8'33%' \ lb — " 1263 / 269 �� ISSMH 2116 / I STA. 1f050, 6.00' R"T I TYPE 1-48- I RIM 460.30 I _ ,8vIf N472.44(N) I 21 II �� 6" lE 474.60 8" IF IN 47�.44 (5) I I 39LF 6 CIF 472.34 (E)/ s" lE 466 — I \ 04.479 I 7 I Z / 39LF s gF 6" \ — / l / ® 3.829 � I I / Zf P 72. \ l �6"lE� o 2LF s16 EI 470. 60P/ 3?LF 6„ 07649 9 384X /l 27LF 6271" 6" Iso� �k 6- 8 I I 319 320 I SEE SHEET C5.04 I N SCALE: 1" = 40' 0 20 40 80 NOTES 1. ALL SIDE SEWER SER14CE CONNECTIONS SHALL BE INSTALLED PER COPO STANDARD PLAN 941 OR 942 AND SHALL INCLUDE A CLEANOUT AT THE PROPERTY LINE. NOTE 1: DEEP SEWER MANHOLES MANHOLES DEEPER THAN 15 FEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 PW21-054 PW21-055 3.10 R WE �(), Q �3 lot ~: Q N. Z byipwv w co U co c� ~ N zU o: cj:� w Q o Lu W(n 0) �QCLV 3 z 0 m C7 0 0 M V) N W o V) N 1 �\ Lo o. -Nameuj z 0 0 ,qwJ 2! �v V ZM V W � � C6 Q U) h �v \ Qr O (j)� v Ov v � LAj Q Z v LAj Qc j Q v = Q Q v o o � 0' w CD Q z Q U w D O Q' o w a_ w z z O0 w O 3 Q w Q 0 0 o Q SHEET C5.03 PROJECT NUMBER 21062 ►i SEC. 8 TWP. 23 N, RGE. 1 E., W.M. SEE SHEET C5.03 6w 1E 86 46 / � ' o ' � "�E 467.18 / 39L16" l ti - \\ �" lE 464.40 I I / / 6 /E 4�1.20� / I 0 j00% l 0 F 6- 323 / / l 39LF 6 \ - 9LF 6„ l I l 261 1 / / 0 38291 1 / _ 55PH 2O9, 270 / Nl _ / � L T T� 1 �48'00, 6.00 \ T v v I o �8 ® \_ VI I I o��� - IN 461. I o 0 0 1�770 ` A \ 6„ IF 48 �2. _ O • - N P/ \ \ \ \ I 39LF 6" oQ, l 011178647. 1I I/161 1470.60 03847. 7LF6" 6»/�1 I60271E 2 F 6 I 6" �E 4I _ 6lE F 70 159E6 319 I H W W W 320 4 349'/ / x l I "' = o � � / /6 /E 475.9� / , 11 1 1 / / l J Y I I I w� / \ , _ _ _ / 39LF 6" '� l l 1 I I /321 / 27205339 -�� I 1 / I 322 SCALE: -1 = 40' ��� �•'� N \\ r3l 7'- _ / I \ / xI / I 6//E 462.10 I l l I / 0 20 40 80 I . P / j / I 6 /E�79. \ l / SSMH 21 , I I L _ / �7300 1 / I / I / tij�w ... • o� .• � , / I I I / I 39LF 6 / STA. Vf 49.21, � 0 I RT �- � o 46.847. 21t3 0 11.899 / TYPE 1-48 RIM 48191 IF 61� 6 /E /N 475.1� 14 • • \ / / / v Lu 8" IEI OUT 47�. 1 'lE316 �27LF�'60" 0679� _- ® E 47520 299I !�� E479. 6 /Lri 39F 6" 39F 6 314s„/E 47o�a 1 274 0 10569- 0 6 079 331 o U L /6" 4.6�/E 46"1EI461 LAC w2 27LF 6 w o o0 00739LF 6 x C� Q F - / I 07407,, 6 /E 480 - Ta • . • . . / / I 39LF 6 v> Z �, Z cl:� 275 0 13.379 / N 29s�F _ lzlud , l 08 Q N 3 / owCL . .• ,. .• / �'`. / / / / / � \ \ \ \ / /h / \ I� "' - � o 6" /E 477.60 / � I - I I' RIM-4616 JO ' \ V I 27LF 6" _ / -� 8 /E /N 457.20 (w� 2. z ® I \ _ „ l / o 6" lE 480. " V / 0 9.259 6�1E 475.60 1 / I 1 8 IF /N 457.20 (N) + �„� 27 0 �14b� �, / l I I 1 308 1 27LF 6» / 6" fE 472.1g 1 7� 1_ I I 6" lE /A�457.20 (E) / / / / I I / / - = NOTES °' 6 \ 9 I I M 12.129 / Lu ALF 6" l I � 1L�01lT� 10 (�) 1 / l I l l 1. ALL SIDE SEWER SERWCE CONNECTIONS SHALL � v' 3071 I SMH 2� 1 9.799 IE 469.6d STA. 14f06.86, 6 �' RT 309 1 / 1 %27LF 6" / 6i' If 6 0 I o 1 6" IF 459.�- Q f / I / I I OR 942BE T ANDSHALLINCLUDE ACOPO DARD PLAN 941 TYPE 1-48 1 310 I I /27LF f Q I I Lo o. �I R/M 485.43 I 1/ 1 /0 12.169 I ®9.019*70 27LF/ 6 / I I I THE PROPERTY LINE. W \ / \ 6 IE 481.2. 8 IE IN 475. q0 �� 1 I 311 I I / 0 9/259 6„ " E OU7--4 I l 1 I „ 31�lE/456.56 296 /, I I I o 277 0 ,1,� 83� l� �� I / I I I 6 /E 4616.10 I I I � �7LF 57 / I � I 249 \ L I 11 27LF 6 II I . STA. 12f56.10, TYPE 1-48 \ �\ L I I I I I �, I / 6" lE 4 527- / \ / RIM 489.51 \ I L27LF 6" L 8„ IE IN 475.85 I I I 0 2.00z 6" If 481. " yJ 8» l UT 475.I7 �Ni) 1 F / 1 r 1 I ® f+14 295 ` r6 ,,FF,, 36LF 6 3�/� I i 1 S �46.26, 6. IQ / z I I 278 0 14.097 I 1305 1 I 1 / 1 302 E 1-48'� 7 � -_ / /� 1 w W V I 477.20 I I 469.09 / � � M 0 6 E 1 130� 1 , I 1" iE IN 46>4 �j / � 1 i � �-' \ - w � r^ ., \ 39LF 6 I l / I �" lE 4V. 70 1 303 s" IE 465.35 » � ( / 6 /E 4� 1.7-1 , I ��- v, �19 / 11 9LF 6 1 » I 39LF 6" l I lE OUT/460.04 (E� / 27LF 6 3 / Q� ss = t W / - '_ 1 469.60 1 0 2.00� l I 6 / 02.007. I I 6 IE 481.6 421E 6" / � __ L �=949 1391E 6" / 1 I 301 294 79 0 11.659 0 1 L0 2.647 IlE 46150 6 I 6 /E 1 o I I I 1 I L0�49 I 39LF s / i A. �'#� .£i 6.00� R I I I \ o 92010 / ® 1E Q I I I I RlMr '5.21�6" lE 483 ./ / 6 480.40 /i® `i 8" /N 452.10 (N) I I _ !E A ,/I I � Q 45LF 6" X�0 O�h� J 28LF 6" I w o \ r I o�� 1LF 8"PAC 8" /� OUT 452100 (�E) $s/I�/ 6' (i� Q 1 r I O 280 0 14.33% �� o. � 04.247. ` � o o / � o. 02�0 29� � I I SjTA. 6� 13 220 �1 I ,� 1 ,� _" _ lz lE 4"2.87/ \E ✓ R 1D 28 W Q \ I / lE 416. 80 " [ I / oLF 8 ^ / o AM 4614. 8 I I S/TA. 11f60.68, 6.00 RT 27LF 6 116 IE 47J 10 I o 0 07 I IE V 1448. 49 W) 1-48" I 95447. 27LF 6" 6" lE 468.30 I 9 o� / dl" /E O T 8.3 ( Q I 6" 1E 482. 9 / �"� R/M 490.66 j H 0 6. 009 I 27LF 6" I p� I SSMH 12� �l 41LF 6" / 8" If /N 476.44 (SW) I S`ilI//H I 0 5.519 1 /E 464.80 c �/ STA. lOf1(88, 6.00 RT / / 8" IE OUT 476.34 (NE) ' STA. 1f53.68 9' RT 285 I I 27LF 6 /E 459.58 / I i / ®d 0 I I / C /190 Qr I TYPE 1-48" _ 281 0 13.859 l 1 I » 0 5.519 " -- \ RIM 489.84 � 283 1 TYPE 1-48 I 2$6 I 1 27LF 6 1 I / / / / '{1 / � � STA. 29f06.63, 6.00' L T -87 IE /N 477.25 (5) � � I f3 _ J I R1#E /N 479 ' 488.80 SW I I 2$7 I 02.007. I" I / YPE " ( ) I / I I ' 6 EL'455.52 / / I \ \ 1 I I I lM 452. 61 I 8 /BOUT 477.15 (NE) _ \ 8 /E OUT (EL I / 1 �$$ 351E 6t I 1 / l� 455..00 n 1 I I I I I 8" lE IN 444.71 (W O V i 6 /E 2 I L I / 1 11 /0 2.0019 I I 29� L 6 6" l � 8/ I4� 1 I 8 /E OUT 444.61 (lS) I / 0�949• 27L I I I I / V 289 290 MHO 2�7 I _ 9 1473111_ » . Of93. 1, 252 '2 2 > I I L l l s IE 4o1-48"�`_- / � -�- -1 1 28 I � � I SS/I/IH ' 22 r I / S l 4s536 1 292 I o �-- � I -ISSN 2 Ov�B 6-0, ,�T 1 I o STA. 1 f 0.76 6' RT 1 / I \ I '�I 8' lE /N 451.10 W I \ TYPE 1-48 ' f- I ® I 4�4 / I T4�71348 j 1 / I \ 1 � � -I � � I „ IflIN 451 RIM .04 1 6" IE 476..00 IM 4�6.80 11 1 1 \ 1 1 l_ ", -Q T 451.b I I I 1 I I Q Q I \ 1 I I l 1i� L� I 8" IE,N 477.8.E (S) I I I � � 39L 6" 1 1 �„ IE IN 47�4 N) 472 471 I - \ 8" / OUT 47479 (N) q' ® l /8" l OUT (E) 1 » 1 1 / I I l I l , Q 1 I L lE 473.80 470 I / I � I I � � I I I _ _ / \ � l � lE 4�76.06 39LF 6" 16" IE 472.10 I 1 / 1 � �; I I \ N � � � � Q s lE 48.40 1 ,3191E 6 „ 469 1 1 I I / / I I 1 w o / �OQ�' \ I 1 6 IE 457.26 / \ I I 39LF 6 I 1 J / 39LF 6 � 1 0 � -� 6 If /470.10 1 �68 II / I&19 0r- J259 II I39-LF 6I /1 1I/1 , 467 I I 1 401E s/ 7 I S \ss � U L 6lE/ 461.66 0.00 LLJ / 391E 6 6,7 lE 459.65 4626I O 0162OOZ 40E 6- o Q� 02.009 6" lE 456.E w a_ r 3451 39LF 6" z z o 02.007 4�4 27LF 6 / 1 Q 6 NOTE 1DEEP SEWER MANHOLES 0 11� o 0 o Q SEE SHEET C5. 05 SEE SHEET C5. 06 SHALL °BESINSTALLED PER COPO FEFT /S+H E E T STD DWG 928, SHEET C5.41 C� 5, 04 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWR 23 X . RGE. 1 E. W.M. SEE SHEET C5.04 I I \ I r / \ 34 6 349 lE 484.3037LF 6" / ®9.889' 6IF 484.40 42LF 6" IP 351 \ \07219 ; IE 484.40 � o, P352 6 IF 485.20 P /;' / \\ / / �\� / / / ) 95907. QP 2 x 6" IF 48,' 353 R 23LF s" / / - -- ---� • • . l / /� / / `� / / \ 6" IF 484.80 \ \ 15.619 / 0 i 6 If 486.30 j / � / / �\ \ 42LF 6" 0 � 24LF 6" 4 / 354 / / ,/ / \ 6 /E 486.00 40LF 6" � \ SS� 26 / 05817� / \ STA. 1-48 6.00 RT/ / TYPE 1-48 \ / L RIM 492.85 � 10Q.0/ 8 If' IN 483. T61 STA. 3, *30.78, 6.00' RT ®� \ 448 8 /E OUT �83 00 / TYPE - 1A / RIM 493.28 / / + \ \ 6" / I / �A- _ �/ _ l� 8"IF IN 483.56 (S) / M 6" If IN 483.65 (W) IE OUT 483.46 (NE) fo7 / / \ SSMI-� 228 446 369 \ I - _ STA. 27L75 02, 6. 00' L T 6 IF o \ 6" IF 481.90 / \ TYPE 1-8" 48F� \ \�4� \ \ 42LF 6" 370 \ \ l I 197 �, 447 z RIM 49J 54 � � 2 \ \ �2. 419' " \ / SS/k/1 26 8" IF IN 48J 94 (SE) 6" IF 485.70 � " - / 371 " \ " STA. 4f62.77,�24.5©' LT OUT 483.84 (N) .� 27LF 6" \ o \ 6 IF 483.50 6 /E 50 6 /E�4 20 TYPE 1-48" 8 /E 0 / \ ®5.19� \ ,� / � o0 39LF 6 \ E 486. 00 3 ®`�\ l / RIU 49J 65` � � � � l 355 � '�� � \ 04.267. " ® 1 '° _ 6" IF IN 485.75 (NE) � � / \ SS�I 0. 0 , 6. 00' L T \ l \ l 8" IF OUP 485 65 (W) �P \ \ T -48" ' i 39LF 6 3.199 \ \ / R 492. 46 356 � / o 373 \ \\ �\ \, %\' \\, / /6" If IN 484.54 (SW) / /k s �510 , _ _ / 8 /E OUT 484.44 \ " 0 lE 484.309 6" x / ! �, \� / s�l / / \ 374 \ \ 41LF 6 �y, oo I 356 / 2SLF 6 1 �G " ®2.909 4k� 0143 ., . _ / / / \ / 0 4�2.$ 1 / Q \ / S .2 6.96, 6.41 \ 6 IF 483.40 � l i �-48" 42LF s" ✓ 8 � 48;,\\ �� / / Rl 9.81 ® \ 3.699 \ � � I \ C I /357 l \ / o \ /N 481.11 (NE) 402 / \ � ® � � \ \ � \ � ��\�� 481.11 (SW) ��,00 A8" l T 481.01 (SE) . 75 \ \ 8 %; / I \'�\ / \ " If 777 25.0 359 Aw \ \ \ r sir/ "/ /n '// // / \\ \\ \ \ \ / \\ \\\ \ / / i / // V\ � V \ \ \ \ / Y // // [\ / / // // \ \ \ \ \ / /\ L //1.1 ^'IV \ . I I A \ SEE SHEET C5. 07 SEE SHEET C5. 08 t N i� SCALE: 1" = 40' 0 20 40 80 J ow ,,,--6" IF 482.47 32LF 6" NOTES \ ® 9.26.Z' 5 1. ALL SIDE SEWER SEROCE CONNECTIONS SHALL g BE INSTALLED PER COPO STANDARD PLAN 941 5» \- - \RT OR 942 AND SHALL INCLUDE A CLEANOUT AT THE PROPERTY LINE. f9.64 (S%W \ \ 479.54 (NE)� 453 O 0��� WRRR o 0 0 ci •�v> N ��� 2 N W 04 0 ~ N zU v �C W Q p ? a �n 0Q CD U z UQav� � 0 z m Q o 0 � M V) 2 Lu Q N ol �\ a _-.OF - v � �\ 1%4 \ \ Q w \W vV \ 443 \ 406 i\ \ 48 \ \ o -y \ \ � ti LV Q �_� O�Z �W Q: h Q v � W \I p W w o cc q Q •� Q = Q Z U_ O 0 0 a_ w > 0 3 ° NOTE 1.• DEEP SEWER MANHOLES o 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 C5.05 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C5.04 L I SSMH 222 I I $ I - - � � , / � - I - - - 28 " � � 129 I I 1 / �_ 1 0v� o 4F4 TPE 1-48 I/III 73/ I iI I I I I RlM 48804 6" IF 4760 472 IF 47789 (S) �96" 471 I I ' I / / /� 1-•1r �II II II OUT 477.79 (N) � � � L I lE k 473.80 � 470 l � 476.06 6 E8.0 /I 39LF 6" I LIIF 472.10l I II �69 I 1 JI I'lII � �_ II I III I II II II I1 Sw -2o0 39F 6" 6"/E 45.26 \ \ w396 6"/E/470.10 468 40LF s®3259 39LF/6 / S /V- 6" /F 461.66 467 1 1 02.00 \ 2. - ssF j 139LF6 6 IF 459.65 1466®2.009 /oo- -w _ S� vc®0 �2q 6 /E 456.4 345 39LF IF 479.60 CIO 0 2.0/09 46394 C®i6 O 6" 145J84 5//I�6� 482-00 0 F3I6" 39LF 6 qoq 6" l� .9 ®9.449 457 If 474.20 1 27LF J, ®7I /S/I I1II IJ1 1IfI 1Il�/i I I/ - 0 - \ \I 1 SCALE: 1 40 / 024/F 471.50 346 458 > 459 I � s 82q I " 6" EI4 Os .54 � � I o 20 40 80 / I STA. 8f21.2 , O ' RT 6 /E 4 2.59 F 6" / 8 PVC l l 2 8" Pu TYPE 1-48" I \ � � / ® � � � ; 27LF 6f 2. 009 I ®l A .gyp )� I p / ® '0535 46 IN 47 / I �j l \ - \,- 62 I� 458.2J-, I , l l r / / EX SSMH 0I �/ 8 /TAUT \ I I l / 26LF 6 cb / o W o 0 0 WWW ���� •O�ai� N .z �byj b1 S O��'� • • 6" lE 482.50 A I / STA. 26f45. 05 2.0 L T / - »�46d / / / I TA5+526 /35LF 6 0+6 I s /E 479.80 �\ I I I / I E 1-48 / 8" E 4 5/ l l l l l RIM 456.30 J �� ® -i1 j co I 010587. I 31LF 6 \ � I SSMH 2 I 463 I � o� I 435 � 466.03 � l l � l l l " � - �01 '- \ 347 1 3.519 /� I STA. 3f61.72, 0 RT " / l 8 /E /N 448.4 (W w I I \ \ I 461 L I / I lE IN 45510 (w)V l l l l l 8" lE OUT 4� .3o N� \ \ l 1 TY�E'>=4 l O - I I I \ SSMH 224 456 I 1 \ I 5..52 J 8 IE IN 45510 (S)� l ��� ;�r� / / / A. f35.02, 6.00' RT / I l \ I I 1 8LlE l / I lE-S1UT 455.00 () 0 / l I l� / „ �� w AV 8 /E OUT 4 36 00� � � lE �, / 2AF6 S/. 79, 6.34'RT \/ ;; � Z a CO Q 6" /F 48120 8A IC IN 47- .' 5 A l / / , l l / E -148" 28LF 6" 6" /F IN 478.95 SE v � / � � / � 00� / / l / / � p 348 0° / ©8.169' 6 /E 459. 3 / 8 /N 450.84 (W) / / Z Q L a o \ 8 If ours 885 (N) \ / \ \ 436 / 1 / moo, � �BLF 6 v 8 OUT 450.84 (E) �� U Q s" IE 482.40 \ Z l / l l 1� \ 434 / / J 3 321F 6" ,���/ / 6 48 .50 455 \ l \ �/ / /\ \ 6" lE 46120 / 1 p \ I�2.009 / / / / / \ s 34L� 6 \ l c \ \ / \ JUL 6" I 6" 1E6 0 3.57 \ \ 1 / \ l / /\ / \ .24% 29LF 6 "l \ .�Sl� 33, z m \ /437 02.007. / sTA. ,� 2 y 6 41 Rr s /E 482.47 \/ \ � 32LF 6" I / % NOTES 00 \ \ \ l \ \ / \ l\ 6 /E 465.50 / \ / 433 1 0° / R1�1 s8. 6 Lu s ®9.269' / 1 / ( ) 1. ALL S/DE SEWER SERWCE CONNECTIONS SHALL 38LF 6 / / / V A I� / � ��x//4 9.10 SW p i ' RT 454 54573 \ / / / 8 /E / 459.00 (N) \ BE INSTALLED PER COPO STANDARD PLAN 941 STA. 6f 18. \ Q \ hPE 1-48" '\ \ l \ 14381 \ \ / / / 6" IF 463.50 � l / / / / /// � � / \ � THE PROPERTY L/NE. OR 942 AND SHALL INCLUDE A CLEANOUT AT � �s lM 488.48 \ / l \ / / 28LF 6" W 16 lE /N 479.64 (Sl� \\ / / \ / / / �, of / / ©1. 939 \ \ o A 0 � \ 8 /E 4 18 IF OUT 479.54 (NE)� \ �� � � A lE 467.20 /\ � J`t / � � 29LF 6" \ �/ \ 1 V �38LF 6" / / a432 I srA. f v �\ 0 10.979 \� 1 629� i ., I / / / 6.14' RT/ W 453 SS 2,38 \'I 439 \ / l 6 / „� \ / // / „ i / Y / / 28LF 6 \ � / / / 47.63 / (/� I 6 /E 484.00 / \ I STA 10 2, 6.00 RT \ / \ \ �" 0 8.939 \/ / ` / " lE 462.10 (SW) \ 27LF 16" \\ \ / / TYPE 1 \ / / \ /6 IF 467.20 \ / � 8 4, I 12.p49' / \ RIM 481.4 \ %\ / " \ \OUT 462.00 (NE) / x / 28LF 6 1 43 451 452 _ \ 1 8" IF /N 4� 4 W) 44 16" �0.00 I o� V � \ / \ \ I 8" IE OUT 4 (E) 0 I I / / /\ 11.98ZI / / / / I / // / / / V �` / SSMH 2 0 1 ox I \ \STA. 9*41.29, 6. \ 441/ 6" IE 477 �a���: o' \ 430 IN, Imo' TYPE 1-48" �, \ 36LF 6" I l \ / / \ / 4u ��E486.21 /N 478.31 S1 1442 Y / 6 /E 4,�3. \C ( \ 35LF 6 lE IN 478.31 (N)� " /� 475.10 \ 1 ©11.419' 11�` / 6" / \ \ "� 40LF 6" \ \ k00 I 30LF 6" \ �I. / i \ E OUT 478.21 (E) i\ I �2 \ / \ \ / k 02.247. \ \ I 013847. � 444 443 6" lE �0 479.90 \,.® 5�6,' I / LQ 445 S4.52,RT �QQ 480.50 4059 472O1 1 2✓^ vO = 17LF 6I 60 199.64, 6.00, W 42LF 6" 73% 464.71 TYPE 1-48 464.6116 2.219 p.o3$gk RIM 474.49 4101, / / / f 8- IF /N 464.01 (SW) 8„ IE OUT 46J 91 (NE) 6" lE Yu � E 48" 409 ' 18LF6 4 1 1 R/M47. C 408 0 24.699 I 8" F A Pv / /� \ /\ \ 1407 \ I IF 474.88 1 I / I I to \/ F 6" / / _ �106E 478.10 4476.80 6 / 1472.468�d SM�l 2 / 405 \/ �2 6" IiLF 6" 1412 8f 19.66, 6.0 ' T 069 2 012.697 / / 1-48 404 \ 6 " IF 481.48 \ 1 8" Pl/C z / 9.74 / 19LF /I / / / / / \\ \\ \\ / Q v Qc 403 8» l ' 481.841(sW) \ �0 56 x \ \ 0050 o p o /�" I- - - - _ oo / / / / \ \ I I �� 481.84 (NW) � Xis �47s °+ - - � _ � � / / ( / \ � i \ \ / I / // 0 �, 0 �; � 1.74 (NE) � 116�F � � � - \ � /�/ � o � � c� \ 482.88 0 1 / 1 d 6" lE 4 7.10 / Q r o I _ Z z " If 484.08 LFfr / i 1 6" / o I 17LF 6/ 413 I / / TA 8f/69. 5. 61 Z T j I I / ® / Q s Q Q \ 12ILF 6 5 E 476.98 0 ®5.84% Sa / / �T E 1�4�j / o Q < 60.83X 6„ \ 1 24L� L `�' 0 / lE 479.58/4 ®1 1''I - - _ " 9" IE 484.78 / Op5 x� 4LF 6 " IN 65.91 (W) Q. / / /U 21LF'6 36.449 1 16 26LF16" _ _ -- _ / / / /8/465.91(S)B� 02% ��\ \ 6-lE 6.8 / / l / UT 465.81 (N)o_o417 I O1y.72q�" �" q / /l / / / o w a_ \\ , 6 481.48 I 1 1 1415 1 4 t&F 6 \ ✓ / / / I ti, / / w > u ®42� \ I \ \ I 1 \ � -/- - I � 02V9z \ � / / 44 / � � � � z Q u �0 ` / / A. 1f67.61, 5.0 / 482.68 / 18 I \ J �x / / l ff 1-48 _ L / / / NOTE 1: DEEP SEWER MANHOLES o 0 o Q ® 0 419 \ I `� / / I RIM 472.78 / / 1 / / 6' IF /N 466.31 (E) �� / I I ` MANHOLES DEEPER THAN 15 FEET SHEET �0 / / / / I 8 /E OUT 466.21 (N) / / / SHALL BE INSTALLED PER COPO C5.06 + �+ 420 STD DWG 928, SHEET C5.41 C5, 0V SEE SHEET C5,00 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8 TWP. 23 X RGE. 1 Ef W.M. LLJ SEE SHEET C5.05 Q�0 C \ " i \ �6 lE 484.30 / 374 41LF 6" �- - / l / / / \ -48 " 42LF 6" 0 2.909 � 0,0 .� .� � / / � / \ \ \ � I /l S 1 96, 6.41 \ 6 / \ PVC ® I / I / Rl 489.81 \ \ 0 3.699 \ 357IN Yi4C481.11 (SW) \ 5,,00 /l 8 / T 48101 (SE) 375 / 6 IF 482.30 \ x �" 358 40LF 6" x : a" P SSMH 262 9 2.54Z o ��F / STA. 3t32.14, 5.86' i / \ j- \ n W W W \6 /E 484.70 / 376 \ \ // 0 5 \ \ 368 TYPE 1-48" / / \ ,� 25.0 % 359 \ 45LF 6" / 6" IF 482.41 \ / J ��� - - RIM 49142 f \ \ 0 4.767. / 7 , � � �, ^� / ® 8 If IN 48'S \ / \ \ 39LF 6 �C � � n 8 /E 0,1�`T 83.42 (SW) 258 404 3. 439 367 / \ / / STA. 57L .0o) 7 SCALE: = 4 0' N ( / / l / / �6 " lE 48177 `� 6" IE 482.39 / \ TYPE 1-48 N \ o x n / / / RIM 490 47 P \ \ I I / / / / / / / / 25LF 6" oo \ 41LF 6 / , 6" IE IN 482.57 ( \ 99 0 20 40 80 �� 377 0 4.629 % \ 0 5.49�/ / / \ 8" lE OUT 482.47 S \ / ti�/py �s .•• �� 366 / A \ \ 360 \ 6" IF 484.30- / SSMH 26 / / ' �.�` 4 �/ 41 fF 4813� A \ \ 40LF 6" TA. 1*78.98, 6 6" IF 481.58 x � �� � \ 41LF 6 / � � \ \ 0 4.849 398 FF 1-48"/ 25LF 6" % `\ 0 3. 75� / = - o - --� / I / v / f 00 IM�87.4,5 / 05277. / / qo I I " IF /A// (NW) 378 \ o " 365 r�8145 (NE) / / / ,`. xo�� / 6 IF 48187/ / I I\ \ I 0 4. / ��h N " 1E 481.28 ° � \ 41LF 6" / \ i �0 r Z 2 v 25LF 6" \ 0 s o3 / I \ \ , : 397 0 5.559" / � / n 364 �/ / 6" IF 484.00 J® � � � ��� �� e� Z w co W Q / 6 IE480.70 � \ n Q / y -a00 o. \ n 41LF 6 a , ,, C� Q Z c 379 / / / 41LF 6 t96.5�832' \ 0 9.939' /,,r - W 0 / k �� / �� �� Z U Z >- ° 0 4.099 �, / \ �� cn Z w / / / x \ 1-48" , �6" lE 482.38 = Q Z > s " �� � / Q 25LF 6 \ BRIM 486.97 / � 396 >8LF 6 �o�, 1�508 - Q J ::) a x I 06.297. � s �\ 1 o / / 8 /E IN 478.87 (N- � 0 52.379' / / \, o 8" lE OUT 478.77�) \ � � � o � \ I l / I I / / / 380 / / 0 �� \,00 / /363 / \ / 6 F 6" It 479158/ i Oco \� I��' 40LF 6" / / �� 6 /E 481.78 O 0 259 0 / ' �% , 395 19LF s" NOTES • P/ / / / 1 I / -9 \ / - l 362 / 44889' / I o Lu _ / / 381 / / / \\ B" /E 479.2'6 J 00 1. ALL SIDE SEWER SERVICE CONNECTIONS SHALL / / \mil n / ST . 3t 1.31, 6.0 BE INSTALLED PER COPO STANDARD PLAN 941 s 480.54 \ \ �,\ �+83 � 39LF 6 / T 1 8" 294 6" lE �181.08 x� OR 942 AND SHALL INCLUDE A CLEANOUT AT a 25LF 6" 0 2.74� � n Rl 48¢.84 _ THE PROPERTY LINE. 07287, Q / E A-4Z8.94 (NE) 045767. Z I 3826" If 383 \ I - I 6" IE 480 �f8 v 393 18LF 6" 6" If 478.95 � ^�X �e � � 0 38.72% x 27LF 6" s �� COS-3 \ I i � \ T . 5t 9" 1 7. 08' RT % fin '��� SStiI 5� n o v STA. 214 .17 5.37 RT IA � v, � n 17LFYr 0+1 ' 384 , TYPE >-4 0 34.449 (1� / / I 8" l 72 (NW) / RIM 483. 4 � \8" lE 2�`SE) / / 8" IF IN 4 392 I / .S VH 256, " IE OUT 47 . E r ^ W M. 2t55.70, 3.86 RT 7 () - v, </ TYPE 1-48" / ®oo, $ t�4 \RIM 484.71 / oo / � � 84 8 /E IN 476.82 (N) �x „ ' �12,2 IN 476.82 J LJ4 W o IE.pUT 476. 2 ( / 17LF 6 x °vc _ ill 00 j 391\ ill Q Q- _� 482 ' lE� 47868 Q Q 390 15687.6 / 478.08 6" 6 477.38 Qz 16.019 ill 6 V � 9 I 15.019 � � h / I / . SUrZ l 388 I ISTA. 1 t72.43, 5. rT i 387 xo � I /TY,P�1-48" I / \ RIM 484.-40- I I Q4759 O 8 �l 00 a/ Q Q W w z / / o Ld I U o � z z 0 Q NOTE 1.• DEEP SEWER MANHOLES o 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5. 41 C5, O7 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C5" 06 lE 481.48 / 1 L 8 PVC 0 0.03 I / I / 28LF 6-/ \ \ 19LF? \ \ ` 0 - - ' // /// / \ / 04 2.E / Q�G \�O3 \ / 0 56.3�% p p05 x o �, o o - - ( �xp \ \ / / / 1�p� / \ � _ oX I / 1 � 6" lE 467.10 / \ < 357 / 402 �" lE 484:08 LF i i _ " TA 8f/69. 5.61 \ \ /21Y 6" 5� 476.98 I o° I 0 5 849 4131 / 60.839 6„ 124L� L- \ " � / � lE 479.58 �4 / 0 1 . 4 -65.91 W lE 484.7d 5 x ® 239 . " / p0 4LF 6 I � / "� f9 . T 21Lf/6" \ ®' I 6 /EI 473. �8 - _ _ / / l8 /E �j 465.91 (S) \ / _ " so I \ 36.449 \ \ 416 26M 6" - / / / / 358 TYPE 1 48 0 BS 029 �� �\ / / 8 /E UT 465.81 (N) \ %( RIM 491.16 I\\\\ 1 1 \ II I I0 1,7_729 /F OUT 48316 6481.48 ,415 I 4 Z6&=F1E 6" 401 24yF .f\6.81� ✓ / / / / / / / j (�( / (- 0 279X \ SJ 4 bIE 465.08 � � " l 482.68 0/42� \ I pO < / / A. '1*67.61, 5. � YP 1-48 400 � LF 6 �� `�.,, \ �18 � \ \ � 1 � J �°x / / / l /Ri 47278 419 / /l / 6 /E /N 466.31 (E) \ \ \ 6" lE 484..88 / o \ \ \ �- f / IDO / / / / " At OUT 466.21 (N) 19LF 6 0 ` \ 420 I 6" IE 48 8 \/ ,, e ¢ / ' 264E \ / / / SSMH 99 18LF 6" 0 44.219\ H 246 / STA. 7f66.87, 5.50 L T 0 67.07Z 6" /E 482.68 X S A. 6+51. 63, 5.57 L T TYPE -48" \ / \ \ / \ LF 6" 421 E 1-48" l A�47.38 � � / \ " / o°O l`5q / /RlM 485.6111 / " 470.16 W 6 /E 48 \ / hp /8" lE /N 470.84 / O 398 p \ % 8 / OUT 470.06 (E� 204E 68 /E OUT/470.74 (E) /071/ 0 56.549 ° \ 422 24� / TA. 5*28. 88, 4. / 7 L T „ Q 1�481. 78 rE l PER STD 928 / s" lE 483 08 '\ F'Pw ,488 4 l I 184E 6" ®3 . o ,� / 8/iE � (sw) 397 \ F -00 ® 47 � 0 57.479 8IE 'n° / ,$ � ® " XT 1/ 46 � � o � 423 � 8� lE 40.88 � / �� • l l l l H 248 /\,, j " / � / . �+46.26, 4.5E T TYPE SO6 " /E 482.38L28l � 18LF 6 / / 484 R/M 488 / I F. F / If 39 0 52.379 / 8"), IN ) l \ 424 8" IE ou 6" /E 481.78 6" 41 / 254E 6'� STA. 3+45.�92, 5. 56 L Tp V 395 194E 6 0 28.459 �/ TYPE 1-48 / F l I �'�/ , / 044.887. J l �6 RIM 486.34 � F h� / I� (� 8 /E IN 472.68 (S) ill I 425 / 8" IE OUT 472.58 (NE) 3946 /E!1.08 11045767 774851 E 6" 0 45.769 22. L440 S15 / I STA. 2f4 'LT / F �1X 426 ati TYPE 1-4 1 / I 6 /E 480 J8 I - - - - J R/M 484.61 I 93 184E 6" / � _ �26b -4� 2� 8" lE /N 473.29 (S) 038.729/ I 6" I 8"IEOUT 473.19(N) I C_-� • / / / 5-3 F- / / / 017901Y. \ " I SSMH 252 I l 17LF�/ 427 - STA. 0*94.61, 5. 06 L T / 0 34.449 L - - - / TYPE 1-48" �392 26LF 6" I 8 /E /N 474.25 (E) ��`� • • / \ �� 1 \ _� / l 0 13.079 8 /E /N 474.25 (W) I 8 /E OUT 474.15 N , �. / � \ 428 SSMH 253 F � r/ SID _ / 4+00 STA. 3+65.18, 3.44' RT 60LF 8" PVC T 1-48" x� 3+0 �OiO• Rly \\ / , / / / //� / �� \ \�� / / x2� i 6 IE IN 474.65 (SE) 1j478 68 _ A /8" IE OUT 474.55 (W) / 1 6,. � I / I I 6 /£ 4 6. 6„ lE 4 6 °�� 15.689 6 / 47808 1 I I 0L�5291 \ 214E 6' �\ / / / / / / / i -xoo 1 L�6 I 6 �f77.38 I l 1.019 114�/6 17L 16 68 / \1 0144. 476.389 l 09 / 1. 59386 38 / q I 11 387 'Oo / +0 414 �47s- i 47s 1/ I (/------- - --� ---- - ---� 1 - ------ ----- - - - ----- - - - / I 1 306.917 3 \ �� o o 0 0 W W W ••°•� SCALE. -1 = 40' �•'� ',3 W• N I M � Z 0 20 40 80 �• N Sbyj b1 S O��'� • • o'er � co co co U w C� a `Fy coos a Z c S ^\ a C5OS eso6 W (n z lL U Q a W cn z m 0 NOTES Lu 1. ALL SIDE SEWER SERI/lCE CONNECTIONS SHALL V)N BE INSTALLED PER COPO STANDARD PLAN 941 OR 942 AND SHALL INCLUDE A CLEANOUT AT THE PROPERTY LINE. w Z 0 �v v ZM V 1� W LQ z h Q (j)� v Ov v � � V � o v' o LL, Q Q = Q o z u O 0 0 � w > z z O c� Q NOTE 1: DEEP SEWER MANHOLES o 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO C5, OS STD DWG 928, SHEET C5.41 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. I \ 6 CYCLONE F I I I ENCE \ ATE �P�3 �o _ / SS / 55� NATIVE GROWTH IP RAP �' / 1 O / / I / PROTECTION I O I / v 12J Q / / / J / / 10 EASEMENT PER 7 \ / I / / �/ AFN 3108691 Q O I � I I l' \ I —- PP o f@1kp0i ACCESS EASEMENT 7 Y� IT VE GROWTH PROTECTION / PER AFN 3043944 ems. / FlASEMENT PER AFN 31>691 INGRESS, /EGR S, \ \ I TILITY ASEM TYl LLJ Q / CB 3 EMI' CB 4 TYPE I / / 12"ADS(SE/S�IE 529.10// le/� /RIM -SOLID LID=535.52 \\ 12"ADS(NE)IE=$31. I / 12"ADS(W)IE= 31.17 17 30' /, i � \ / / GRAV L O/ i i I / E=527. o pip 0 , A o 0 0 V W W W c C.,4 r") SCALE: 1 " = 40' �� N Q :3 0000 � • ¢ N 0 20 40 80 :W cV �byj bps o��� � • • W '� csss I j co I� h csosco I— Q5o co1 r ��i y. U r ios r W C14 W o Z C� a \ i csa, teas W N Z W cso�,�� �csos Q CL j z 0 m 0 NOTEScn N 1. ALL SIDE SEWER SERI/lCE CONNECTIONS SHALL BE INSTALLED PER COPO STANDARD PLAN 941 N OR 942 AND SHALL INCLUDE A CLEANOUT AT Lo THE PROPERTY LINE. a w z 0 N -- , Q / I / rCB 1 &/�2 NOT EXPOSED. o ` \ ' `. // A / \ \ (�RIM'S EED TO BE \ / 1 / ' oRAISE 1-13-20. — J /<` -- - - - - - - ------------�-------!- -�-- / / SSMH 326"PVG� I I \\ I _ — — J % / �/ STA. 4f 04.9J,, 27.17' L T '� / / j 0 . \ 0 \'11� I I I ) r / / / / / / / P4 TYPE 1-48" — // / �, \ \ \ I I / / / / / / / ill IE=526.25 J I / 8 /E OUT 520.00 (SE) / / 1� \ I I / / / I / I - / SSMH J25 W \STAE 4f �92, 67.06, RT .75 =526.0 �8"IE1 519.53 (NW) 8<IFOUT 519.43( ACCESS EASEMENT PER AFN 3043/44 / -52582 / f /\ LYd, J22 2 STA. 105f75.26, 10 00' L T ` / / ) I ^ 1 / \\ \ TYPE J. PER STD 928 R/M532.93 8 " E IN 517 JJ (W) 1 \` 811 T OU517-23 I / RE R NA �FAl EMENT '� � / / / / ` \ 1 I / PE A N 1 7177 /\ I I p O 323 \ \ / O S�IH TA. 4f76.9� 10.76' L T \ / z� / TYPE ✓ PER'STD 928 RIM' 533. 14— \ \ \ \ \ IN,STA. 106 \ / �� / / / / / � I / \` \� \\ J / I I 8 I IE Iff 517.93 (W� � f75.02 10.0 \ 8 `IE LVT,517.83 (E) TYPE � PER STD 928 \ \ \ I / / 9.�LF I/G` — � � � RlM a``31.4.3 \ \ / y / 1k / /� / // /' \ \\ --- \ j8c IN516.73(W) I _00.0051 �\ \ _' 8" 6kJT516.6j(E� l / / // SSMHI 2� .324 ---TU �- ��h'8ry / V V l STA. 07f56.77' 10.00 LT STA,103f 72.v5Q, IO. OIV os '���' \ l l / / 7S'PE ✓✓ PER S 928 TYPEIJ PER SILT 2� I ®�OpS V A / / / \ I O J / RlM 530.21 RIM 535.00 \�� \ ����/ / / 8"IEIN516.24 8 IF IN (N) // \ —� �p 8" IF T516.14,(E) / — 9� / 81 /f /N 518.51/(SW� 8" IE OUT 518.141 (� � \— � � � c — � \ ......',,......'O6�o0 \ 00 S — — /----------------------------- — \ 79LF 8� C / / 3AF PVC B _ \ 3' B%R ED WIRE FE 1 -520.4 GRAVEL �v -V *,I J vr^ , 0 Qj Q Wv Q Ov v � W � W Q LLJ Q Q = Q z > o LLJ U_ O 0 0 a_ w z z o C� NOTE 1: DEEP SEWER MANHOLES o 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL DWG 928,INSTALLED SHEETP5.ER 0P0 C41 STDC5.09 . ✓ On PW21-054 PROJECTNUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. w / z FLAG 19-30I- -NOT FOUND — — — — — .PPROXIMATE / — / S88035'1l"E 2530.18' LOCATION SHOWN PER / SOUNDVIEW ONSULTANTS ExHIBIT_ I P P �F> F I„ TYPE-1-48" RIM 520.12 co Ld 000 I �\ \ z I \ N SCALE: 1" = 40'� �� per. � N M�, Q:3 0�0 �• ¢ N N 0 20 40 80 1 I w am�s cs C510 - - W co CS01 Lri co N O O O a�, cq h 02 I r� F► h h �� ll " 4 V (� I W 0 Q. I I I I a C505 a5.08 W N z W J Z S > I I I �07,��� �QaLl) 0 o NOTES III I I I 1. ALL SIDE SEWER SEROCE CONNECTIONS SHALLBE oI IPLAN COPODCREANOUT I N I I OR 942T ALNDDSHAL INCLUDE APER I I AT1 II I I I THE PROPERTY LINE. I I i I I z I I I I 1 I 0 � I I I I 1 N LT I 1 1 1 � II �V l 1, O �= / ► 6 Z / I _ _ ,,,,_G _ / V Z Q / Q SSMH 316 � / - � �u �, ST�lf99.11, 9.12' LT \' �/ / / TYPE 1-4r RIM 516.07 504. Q STA. 11i�f41.90, 9. 7' L T TYPE 1-48" I l / / / / / Q RIM 515.43 8" If IN 5 353 (NW) iZs P Z / Q Q Q / , Q Q LLJ o ° NOTE 1: DEEP SEWER MANHOLES o 0 o Q IN, MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 C5,10 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. I I i S.5VH J14 ST4.1119* 42.12, Y5. ' L TYPE 1-48" I I I I I \ \ \ \ SS�I Yj O RIM 509.71 \ I 1 \ STA. 120f58.96, 21.87 L T 8" IE /N 497.81 (w) I I I 1 \ \ TWIF 1-49" 8" /F OUT 497. 71 (E) � I 1 1 \ \ 1 � \ \ � RlAI 499. 4 � \ / I / / / \ _ 8 If IN 87.50 (W) , I / I� 133L8" PVC \ / \ ��191f 19i _ J Q LF 00 Ig" P2 / 19 199 028 " / I / 14 O� \ 894.0 \ \ N I I I \ \ \ \ ),o ,SSMH J10 853' T v TYPE 1-48" RIM 493.33 \ 8"I IN 481.43 (N) / / I OUT 481.33 (S) l STA. 123f l-320, 4-0 00"i \ l / o \ RIM 489.23 \ / 8-IEIN477.33(N) \ \ \ l I 8"IEOUT 477.23(SE) IN, I \ \ I I\ N o Loll- o / V28LF 1p"6P=w� 128C \\ I �1 \ o S MH 310 1 // 4�6- 3�oo \ 1 I I P - /l STA. 125*58.15, 10.00' LT I I / ` g 10„ PVC TYPE 1-48" I / 1331E J so I \ / \ \ RIM 484.34 �Gp 0 0.0064 \ \ 8- IE /N 4724� (NW) I I Z9k----------- \ \ \ \ \ 8" If -OUT 472.134 Sf) I I , _ SSMH J06 Op / TA. 00f63.65 10. 00 R RIM 307 �o If -IN 4 409 \ SSMH 305 k0 1 STA. 129f 8.13, 10 0' RT JO./ STA. 131f94.57, 10.00' RT TYPE 1-48 / � , TYPE 1-48" i RIU 472.60 o �- c , / ; koo / \ 10" IE / 465. 4 (SW) / J 10 /E /N 463.17 (W) o� o / \ 10 /E 0 464. 4 (E) " ^ - 10" lE OUT 4007 (E) \ \ o / l I I eJ SStilf-1 J08 128*05.19, 10. 00 R 1-48" R 479.39 \ \ 10"v N 46739 (Sw) A v V \ ION- OUTS 467.39 (NE) \ 1 \ I I I I STA. 1.�6f88.21, 11:67' RT \ I I 4 TYPF"I-48ul \ I RIM 480.98 8" 1E IN 469.08 (NW) / 10 --E -OUT 468.98 (NE)/ I o pip , A o 0 0 W W W o ^ N SCALE: 1 " = 40' �� � �� 0 . � N N Q:3 0000 �• ¢ a': N 0 20 40 80 z J o �: N 1 4 �6yJ bps � • • ca 0-9 Lu co csii - l\ " c'�" m� v U \\ coat 0 Z Q 01 NJ eta � asos W V) W CEO ✓( I CEOs Q J CL N 0 z m 0 NOTEScn N 1. ALL SIDE SEWER SERVICE CONNECTIONS SHALL N BE INSTALLED PER COPO STANDARD PLAN 941 OR 942 AND SHALL INCLUDE A CLEANOUT AT THE PROPERTY LINE. W z 0 0 N o � v 1-4 � ZM V W� o W Q Q� O Ov v � cn W � W Q O CP*41 O W Lij Q Q = Q z > o Lij U_ O 0 w a_ w z z o wV)Q� NOTE 1.• DEEP SEWER MANHOLES Q w C) 0 0 o Q MANHOLES DEEPER THAN 15 FEET SHEET SHALL BE INSTALLED PER COPO STD DWG 928, SHEET C5.41 C5,11 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N N N N N SEC. 8, TWP. 23 N., RGE. 1 E., W.M. I LLJ o��� 500 500 0 z m � W W W 490 = _ 490 m m Q o of 480 — 480 _ — EX/ST/NG GRADE AT ROW -FINISH GRADE AT ROW �' _ 1- 0ZF 8" DI T8�LF 8 Dl c; N 470 Dl 102LF 8 PV 470 '�... p�. N .. • ���ti 19LF 8" DI 24LF DI — — 21 %F 8' DI ° 211LF 8 PVC ® 0.0185 , 207LF 8" DI 211LF 8 PVC ®0.0202 Q �3 � r ='• Z o �: o _ _ _ 460 _ ° 1 46O . 4, 'S'J w ' • • • �`` 242LF 8" PVC 9 0.0183 i 217LF 8" PVC ® 0.0230 450 ` z �� 450 �co 31LF 8" PVC ® 0.0290 Q o h °° co �W W ? 2 v 440 a o =3W W c�z LL, ^boo��� V s 0_0 O O A�� d C/��V�� W W 00 00 U Q Q V) 430 a ROAD G° m az CIO C�3 EXIST/NG GRADE AT ROAD HORY SCALE' 1 `40'cn � o FINISH GRADE AT ROAD IERT SCALE' PWO' W 'S ei h U 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 w 0 0 N 500 500 V V = h %*4 oM 490 490 m Q m m C'S 480 �, 480 77 ... j� 18LF 8" D/ _ FINISH GRADE AT ROW �' / \ — Q �� 04LF 8" D/ — ° \ / — — — J — \ \ O Qc Q \ , 16 ., / EX/ST/NG GRADE AT R �' _ W ill v Z 470 470 92LF 8" PVC 0. 162LF 8" PVC ®0.0>42 � DI 44L F 8" DI n7 411LF 8" D/=n� \ v o .1 27LF 8" DI \ 460 8 Pic ® ..02 6 [ 46O Qi 189LF 8'" Fpc®0.0101 179LF 8" PVC ®0.0100 � O V 146LF 8" PVC ® 0.0051 47LF 8" P VC V ... 450 450Ln Q V s ��� �� o o �� 440 �il; � W W W �h� � Dorn � o co �� .o 440 � ���� ^�� ^Z8 �L�L cr, o z z z 430 ���� 430 � Q N Q Q Q ROAD ��Q��W > ' ORY SCALE' 1 "4 ' EXISTING GRADE A ROAD o O RT. SCALE' 1 WO FINISH GRADE T ROAD � o > � a_ z z O q `� W r Q W 0� � C) D 0 Q 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 SHEET C5.23 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N Zi N N N N N N N N ►l N N N N SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 520 510 500 m 470 m 450 m 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 520 510 500 i•Z 470 R 450 Em 5+00 5+50 6+00 6+50 520 510 500 full :l, 450 m O ro �o N `I iz ro N ° of ° � ") N IN I o� °, K 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 7+00 7+50 8+00 8+50 9+00 520 510 500 m 470 m 450 m 0 9+50 10+00 10+50 N �� Z��� Ld af o 0 0 0 C\4 N Q:3 �• ¢ a': N J • o z ": � N I �yJ bps' /Py w04 co co U C� ~ N ? U � w U w Q o z CL a C� Q Z_ w��' >zQ� �QaL/) 0 Z m C� 0 M Lu h a w z 0 o_ N (J)L4 � V� v o M %-' C � 0 W �L,-j� 77 C'S Q �L� O�Z WL-44w �Q L \� �O v v Q LLJ Q •� Q = Q o z > o LLJ U_ O 0 w a_ w > z z O w CD 0� I-- Q n Q w n 0 0 o Q SHEET C5.27 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N N N I N N SEC. 8, TWP. 23 N., RGE. 1 E., W.M. I LLJ Z��� Ld of 560 560 a =� ca, 000 W m 550 Q = 550 0 zi � m p � � Q � Q�.: • d,,�2 N 540 XIST/NG GRADE AT ROW 540 �: Z I FINISH GRADE AT ROW EX/STING 580 — — --_ _ WATERMAIN /D}r - 92LF 12" DI 76LF 12" D/ — 184LF 12 D1 2 LF 12" D/ PROPOSED 660 523LF 12" j Lri 15J F 12" D1 WATERMA/ U °p 520 94LF 8"PC 00050 520 w=u zU 95LF 8" PVC 0 00051 101LF 8"PVC 8PV00050 C 0 00050 LF8"PVC 0 00051 w Q o VC 0 0.0049 � 337LF 8" PVC 0 0. 0086 Z w 0, a a 510 $� �o -� 3 � 510 wo z �- ��- 000 �hh� .. WOorrh�n . f�� r�n� J Uacn I Nh lj>�hhh (,� (./� L-V W L, "I T��O \ � J vM�) ( , lv � � `'')tea auil 1p CIO to '>h i � ^ cp cl d N 500 Z o o ��ao \, h� >� W�L Ll'j I �� Nh i Ao Qo h� — cn 490 490 h a W z 0 o_ N 480 480 V� v 470 � 470 � V OM V Q Q� V-) �- 460 460 \ N Q, �)� 450 450 � Q L �Q 440 440 580 WA TER L HORY SCALE' 1 =40 "10' EX/STING GRADE AT ROAD � VERT. SCALE' 1 FINISH GR DE AT ROAD � � O h N ^ o d d N ^ O Qi ro$ i N h O O$ qi h h h v 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 Q o C c� • Q = Q o Q z > o Lij U_ O 0 a_ w z z O w C/� Q Q 0 w 0 0r o Q SHEET C5.30 PW21-054 PROJECT NUMBER PW21-055 21062 N N i N N :: SEC. 8, TWP. 23 N., RGE. 1 E., W.M. I LLJ o��� Z��� Ld 000 560 560 W W W ° " N.) 550 550 W Q h : Off• y 540 540 a'. z .4 ? bis /w 530 530 - — — EXISTING GRADE AT ROW w Lri 520 Ipl — — --- ---__ -- -- F/N/SH ADEATROWC 520 co h cv W 35,3LF 12 D/ — — — ---- -___ ---- EX/ST/NG 580 a p l — — — — — — --_ — — — — _ -----_ WA TERMA/N w o 0 ?aa 2 4LF 12" D/ _ — — — — _ — 0Z c Q Z — o 510 _ - 510 Lu V) > Z :z 741 — 168LF 8" PlIC 000132 PROPOSED 660 317LF 12, �� \ � ac�n UQ� 3 1>1LF 8" Pve 0 0. 0148 35LF 8" PVC WATERMA/N \ s o 500 � � r j � � 000154 PVC a o2a2 500 z m Lu � o ^ --� _ p LV � M�� � 490 tpi 7771 490 a �� .. h ��o L' CIO (Cr— i CIO 00 M lV z ��� 8 P O ¢S9 o 480 480 L W W 3 V 470 h r� = 470 � O CIO)QZ V) a O 460 460 �N �� Q 450 450 � Q 440 440 9L L 580 V A TER HOR/Z. SC E- 1 "=40' EX/ST/NG GRADE AT ROAD � INERT. SCA . 1 "10' FINISH GRADE AT ROAD O <r V; n N p� N N N N N N N N h � N .� .� .� n o Q v 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 11 7+00 11 7+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 Q o Lij • Q = Q o Q z > o Lij U_ O 0 a_ w z z O w O C Q Q 0 w 0 0 o Q SHEET C5.31 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N :: SEC. 8, TWP. 23 N., RGE. 1 E., W.M. LLJ o��� Z��� Ld of 560 560 550 550 540 540 4? �by .j bps o�� • • /w 530 530 w co U C� 520 520 Ln z = �U w � w Q o Za� CO 510 510 >zQj UQacn s 500 Qz 500 m° Z 0 O O V� ;� V � Q S 490 — 490 Lo — — — — — — EXIST/NG 80 FINISH GRADE A ROW w 0 617LF 12" p/ — — — — _ — WA TERMA/ EX/STING G ADE A T ROW �' N 132LF 8„PVC _ _ _— _ 480 ® 0.030,3 245LF 8" PVC ® .p196 276LF10�, P OPOSED 660 Iol — _ _ V � — — — V 470 -�-� p 02 — 470 � ��� d A ^ Za �0.0135 121LF 10"PVC 000194 — — — ��� 133LF10 PVC00.0064 1 8LF10"PVC 00. 064 51LF /0 D/ (� I , op <, �r = `J� 128LF0. 1 PVC 0064 p \ 460 460 Q , .�E Zs 450 ci 00 1�— L „ cr,Lo �.. W W Q 440 440 ill o 580 A TER HORY SC LE.• 1 "40' INERT. SCA E.• 1'=10' EX/STING GRADE A ROAD FINISH GRADE AT ROAD \ Q co o o o 0 0 o o o o o 0 0 h �o Q o o o h h h h o Sao o h o ^ h ono a O V 13) 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 Q o v' o `L'LLJ • Q = Q o Q z > o LLJ U_ O 0 w a- w z z > 0 w I— �_ (n Q 0� IL Q w 0� IL Q SHEET C5.32 PW21-054 PROJECT NUMBER PW21-055 21062 N N N N :: N N N N SEC. 8 TWP. 23 N., RGE. 1 E., W.M. GENERAL NOTES GENERAL SEWER NOTES 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH ALL 1. ALL WORK SHALL CONFORM TO THE CURRENT CITY OF PORT CURRENTL Y ADOPTED WSD0T AND APWA SPECIFICATIONS ORCHARD PUBLIC WORKS ENGINEERING STANDARDS AND AND PLANS, AND THE CITY OF PORT ORCHARD SPECIFICATIONS. MUNICIPAL CODE, THE CURRENTL Y ADOPTED CITY OF 2. ALL NEW MANHOLES SHALL BE INSTALLED WITH A GU MANHOLE PORT ORCHARD DEVELOPERS HANDBOOK, THE BASE LINER, OR EQUAL. CURRENTL Y ADOPTED SURFACE WATER DESIGN MANUAL AND THE CONDITIONS OF PRELIMINARY SUBDIVISION 3. LOT CORNERS MUST BE SET AND SIDE SEWER LOCATIONS APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VAR/A TION FROM 4 TOPS OF MANHOLES WITHIN PUBLIC RIGHTS -OF -WAY SHALL THE ABOVE REQU/REUENTS FOUND IN THESE PLANS. ALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR PAVING LIABILITY TO THE CITY OF PORT ORCHARD. 5. ALL MANHOLES IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND ADJUSTING RINGS PER STANDARD 2, THE DESIGN ELEMENTS WITHIN THESE PLANS HA VE BEEN DETAIL. REVIEWED ACCORDING TO THE PORT ORCHARD DESIGN STANDARDS. SOUE ELEMENTS MAY HAVE BEEN 6. CONTRACTOR SHALL ADJUST ALL MANHOLE R/US TO FLUSH OVERLOOKED OR MISSED BY THE CITY OF PORT WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN, ORCHARD CITY ENGINEER. ANY DEVIATION FROM ADOPTED STANDARDS /S NOT ALLOWED UNLESS SPECIFICALLY 7. ALL SEWER VAIN EXTENSIONS WITHIN THE PUBLIC APPROVED BY THE CITY OF PORT ORCHARD CITY RIGHT -OF -WA Y OR /N EASEMENTS MUST BE STAKED "BY A "LINE SURVEYOR LICENSED IN WASH/NGTON STATE FOR AND ENGINEER, PRIOR TO CONSTRUCTION. GRADE "PRIOR TO STARTING CONSTRUCTION, 3 APPROVAL OF THESE ENGINEERING PLANS SUCH AS FOR 8. CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO ROADS, GRADING, OR DRAINAGE DOES NOT CONSTITUTE EXISTING DOWNSTREAM MANHOLES, SCREENS OR PLUGS TO AN APPROVAL OF ANY OTHER DESIGN (E.G., WATER, PREVENT FOREIGN MATERIALS FROM ENTERING EXISTING SEWER, GAS, ELECTRICAL, ETC,). SANITARY SEWER SYSTEM. SCREENS OR PLUGS SHALL REUA/N IN PLACE THROUGHOUT THE DURA TION OF CONSTRUCTION AND SHALL SE REMOVED ALONG WITH COLLECTED DEBRIS AT THE 4. BEFORE ANY CONSTRUCTION OR DEVELOPUENT ACTIVITY, TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A A PRECONSTRUCTION UEE7NG MUST BE HELD BETWEEN REPRESENTATIVE FROM PUBLIC WORKS. THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S 9. THE CONTRACTOR SHALL UAINTAIN A UIN/MUM OF TEN FEET CONSTRUCTION REPRESENTA TI VE. (10) HORIZONTAL SEPARA TION BETWEEN ALL WATER AND SEWER LINES. ANY CONFLICTS SHALL BE REPORTED TO PUBLIC 5, PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO WORKS AND THE ENGINEER PRIOR TO CONSTRUCTION. THE CITY OF PORT ORCHARD PRIOR TO THE 10. THE CONTRACTOR SHALL ENSURE AND VERIFY THAT NO PRECONSTRUCTION MEETING. CONFLICTS EXIST BETWEEN SANITARY SEWER LINES AND PROPOSED OR EX/SING U17ZI17ES PRIOR TO CONSTRUCTION. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 11. MINIMUM COVER OVER SEWER PIPE SHALL BE FIVE FEET, UNLESS OTHERWISE SHOWN. 7. CONSTRUCTION NOISE SHALL COUPL Y WITH THE CURRENT POMC SECTION 9.24.050. 12 SIDE SEWER DEMOLITION SHALL BE PERFORMED PR/OR TO REMOVAL OF BUILDING FOUNDATION. THE SIDE SEWER FOR EACH BUILDING SHALL SE ABANDONED FROM THE BUILDING 8. IT SHALL BE THE APPL/CANT ICON TRACTORS CONNECTION TO THE EDGE OF THE PURL/C RIGHT -OF -WA Y, OR RESPONSIBILITY TO OBTAIN ALL RIGHT-OF-WAY PERMITS PROPERTY LINE. THE CONTRACTOR SHALL CAP THE END OF AND CONSTRUCTION EASEMENTS NECESSARY BEFORE THE SIDE SEWER STUB TO REUAIN IN PLACE. SIDE SEWER INIT/AT/NG OFF -SITE WORK WITHIN A CITY OF PORT DEMOLITION SHALL BE PERFORMED IN THE PRESENCE OF A ORCHARD STREET RIGHT-OF-WAY. REPRESENTATIVE FROM PUBLIC WORKS. 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NAD 1983 HARN STA TE PLANE WASHINGTON NORTH FPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION, 12. ALL UTILITY TRENCHES SHALL BE BACKF/LLED AND COMPACTED /N ACCORDANCE WITH THE CITY OF PORT ORCHARD STANDARDS. 13. A VOID CROSSING WA TER OR SEWER MAINS A T H/GHL Y ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN U7L/7ES SHOULD BE 45 TO 90 DEGREES. 14. AT POINTS WHERE EXISTING THRUST BLOCKING /S FOUND, M/N/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 SPECIF/CA TIONS. 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 COUPACTED 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 TIME THE MAIN SEWER /S TESTED. 13. ALL ROADWA Y SUSGRADE SHALL BE BACKFILLED, 18 COMPACTED TO 959 MAXIMUM DENSITY AND PREPARED FOR SURFACING IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2- 06.3 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIF/CALL 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. 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 PERFORUANCE 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 MYTCD MANUAL AS APPLICABLE. TO PROTECT SIGNIFICANT TREES FROM THE IMPACTS OF THE PROPOSED DEVELOPUENT, THE APPLICANT SHALL PROVIDE THE BEST PROTECTION FOR SIGNIFICANT TREES PER THE REGULATIONS. AT A U/N/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 GRA WTY SEWER PIPE SHALL BE CLEANED AND FLUSHED AFTER BACKF/LLING AND COMPACTION IN ACCORDANCE WITH SECTION 7-17J(2) A OF THE WSDOT STANDARD SPECIF/CATIONS. THE PIPE SHALL BE CLEANED AND FLUSHED BY PASS/NG AN INFLATABLE RUBBER BALL THROUGH THE COMPLETED SECTION OR USING A FLUSH TRUCK. ANY OBSTRUCTION SUCH AS CEMENTED GROUT OR DEBRIS FOUND IN THE COMPLETED SECTION SHALL BE REMOVED. DO NOT ALLOW FLUSHED WATER AND DEBRIS INTO THE EX/ST/NG COLLECTION SYSTEM. THE CONTRACTOR SHALL PROVIDE COLOR CCTV EQUIPMENT SHALL INCLUDE TELEVISION CAMERAS, A TELEVISION MONITOR, CABLES, POWER SOURCES, SIDE -LAUNCH CAPABLE /F NECESSARY, AND OTHER EQUIPMENT. FOCAL DISTANCE SHALL BE ADJUSTABLE THROUGH A RANGE FROM 6 INCHES TO INFINITY. THE CCTV EQUIPMENT SHALL INCLUDE A DISTANCE MEASURING /NSTRUUENT (DUI) TO UEASURE THE HORIZONTAL DISTANCE TRAVELED BY THE CAUERA. THE DM/ READOUT SHALL APPEAR CON17N000SL 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. 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 DATUM NA VD 88 PER GNSS OBSERVATIONS HORIZONTAL DA TUM NAD 8JI2011 - WASH/NGTON PLANE COORD/NA TE SYSTEU (NORTH ZONE) GRAVITY SEWER 6TWO-WAY CLEANOUT ASSEMBLY FRAME AND UD 8'x4' ECCENTRIC REDUCER PER SPECIFlCATIONB 4' SEWER u1ERu GROUT FINISH GRADE IN PAVED AND GRAVEL ROADWAY AREAS PLANE EX. ROADWAY A NECESSARY, OVERLAY TO MAINTAIN _ PRECAST GRADE RINGS EX. FREEBOARD AT CURBS. ^>i TOP OF CONE SECTION SERVICE 6' SERVICE CONNECTON PIPE, OR FLAT SLAB OONNECTON SLOPE AT 1/4' PER FT. (MIN.) 2" GRIND AND OVERLAY WYE FITTING SAW CUT (TYP EXTENTS PER STANDARDS 24" + �p€& PLAN TOP WIDTH OF 1D u w PROPERTY UNE EX. A.C. PAVEMENT TRENCH =D-36" TYPICAL TOP SECTION SURFACE 12" 12" 8' CLUE -ON -SCREW -ON CAP FIBERGLASS VALVE EXTEND THE LATERAL BOX AND COVER, BEYOND THE PROPERTY CARSON INDUSTRIES LINE AND UTUTES. OR APPROMD Eau q SEE CHAP TER 6 FOR APPROPRIATE ` F In PAVEMENT SECTION \ n- 6' RISER PIPE 0 WARNING TAPE PER SPECIFICATIONS FIRST PIPE 0 - LENGT Sr I 6' TWO-WAY OLEANOUT TRENCH BACKFILL MATERIAL, 3'-0' (MAX.) COMPACT TO 95% GRAVITY TO RESIDENCE SEWER "MIN - rn III ECCENTRIC REDUCER GENERAL PLAN OF 6' o PVC SEWER PIPE _ CHANNEL INTERSECTION w co SER. NPIPE SERVICE U PIPE BEDDING MATERIAL AS SPECIFIED PIPE BEDDING MATERIAL O.D+24" OUNDATION STABILIZATION FRAME AND LID o COMPACT TO 95% (36" MIN.) MATERIAL (AS REQUIRED) v PER SPECIFICATIONS 3 3 FINISH GRADE 3 SECTION - GROUT LAYER y INSTALL LOCATOR WIRE ON ALL LATERALS TO THE SEWER MAIN -� /4 REBAR o NOTES: �, o 1) BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT GRADE RINGS 6' 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). PRECAST FORMED CONCRETE ECCENTRIC CONE COLLAR FOR OUT OF a PAVEMENT CONDITIONS NOTE: o CONNECT ALL SERVICE CONNECTIONS 8" AND LARGER AT MANHOLE. MANHOLE FRAME COLLAR DETAILS TO BE APPROVED BY CITY ENGINEER. UNPAVED AREAS ry E w ESL 1$90 DRAWN BV IDS o Es[. 1890 DRAWN BV IDS w Es[. 1890 DRAWN BY IDS TRENCHES AND PIPE CONNECTIONS A oO MANHOLES C o �O LATERALS AND SERVICE CONNECTIONS B i DATE 1/23I2019 t9 DATE 1/30/2019 () DATE 1I31I2019 w ORCHARD SEWER TRENCH DETAILS scALE NTs ORCHARD SCALE NTs w ORCHARD SCALE F.T.TOP SECTION AND CHANNELIZATION SINGLE SERVICE CONNECTION 00 jDRAWING NUMBER 900 j DRAWING NUMBER 922 ? DRAWING NUMBER 941 _ 4��E=LLID TOP MANHOLE TOP MANHOLE g x FRAME AND LID 11' CLEAR OPENING LOCKING CLEANOUT FRAME AND LID v I z'-0" 50 APPROVED EDaWAL CO. NO. M7025 OR PAVEMENT 00 0 12' 4' MIN, 12" MAX 3/4' PLASTER SMOOT GRADE RINGS INSIDE AND OU FIRST STEP MAXIMU18.BELOW LITOP SLAB i2" DIA. �GRWT PRECAST ECCENTRIC CONE PRECAST CONCRET (UNLESS OTHERWISE 24" z RINGS MUST BE CAST 412- ITYP) \\ WITH GROOVE TO FIELD'-8-PVC PIPE (SCH 40) 45' BEND \' SPECIFIED) INSTALL SAFETY STEP 0" MI \/ in / PRECAST RISER SECTION--,::::�^ADED BRAS PIP ! ` EARTH OR EMBE EMBEDDED 3" INTO MANHOLE a° N WALL WITH EPDXY (TYP) 45" BEND GRAVEL�+�/ 00 _ = 2" 6" (MIN. 48" Z ¢ FIBERGLASS VALVE BOX AND \ ' RUBBER GASKETS Ja 1" IPTAPX SIZE ROMAC 1015 / /// COVER CARSON INDUSTRIES BETWEEN PRECAST SADDLES ON XCENTERS / j �� OR APPROVED EWAL j SECTIONS "X 2% 4S BEND ' MORTAR / 24 IN 8" SIDE SEWER ° 18" / MANHOLE 45' BEND 0 0 0 04 0�o PLAN VIEW GRAVEL BASE (6" MIN.) g CAST IN PLACE BASE SECTION PRECAST BASE SECTION z STRUCTURES GREATER THAN 25' REQUIRE SPECIAL DESIGN MANHOLE OMPACTED FOUNDATION GRAVEL TO 95% OF MAXIMUM DENSITY (STD NOT AVAILABLE). PROFILE VIEW w 6" SIDE SEWER NOTES: V - 1. MATCH CROWNS OF SEWERS. - a 2. FOR CAST IN PLACE BASE, CONSTRUCT IN FIELD CHANNEL AND SHELF TO THE CROWN OF THE PIPE. o 0 3. FOR PRECAST BASE, USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. NOTES: 4. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE JOINTS WITHIN 1 X2 PIPE 1. PROVIDE TW024'ACCESS LIDS. o DIAMETERS OF THE MANHOLE STRUCTURE. 2. MANHOLE SHALL CONFORM TO GENERAL NOTES AND ALL APPLICABLE REQUIREMENTS OF STANDARD 1220. N 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. STANDARDS AND SPECIFICATIONS. w 1. IF NOT PERMANENT END OF SEWER, USE TYLOX GASKET OR APPROVED EQUAL, AND SECURE WITH y8 WIRE PIN 0 S. 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. 2. IF INSTALLATION OCCURS IN UNPAVED AREA USE CONCRETE ANCHOR AS SHOWN FOR ASPHALT PAVING AND ABOVE FINISHED GRADE. 3oo0.ALL BASPRECASTHALL BE FURNISRETE HED L BE CUTOUSS TS m 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" 5. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED 3. RESTORATION SHALL BE IN ACCORDANCE WITH 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. - 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 o 7. TOP SLAB MUST MEET HS-20 LOADING CRITERIA. 0 w Est. 1890 DRAWN BV IDS w�ACHAItD Est. 1$9O DRAWN BV IDS A Est. 1$9O DRAWN BY IDS MANHOLES A o MANHOLES J gJR�C CLEANOUTS A O CH D GATE 1/30/2019 DATE 1/24I2019 zO AR MANHOLE DETAIL48" scA E NTs scALE NTs HARD MANHOLE GREATER THAN 15' SEWER CLEANOUT DETAIL�_20 j DRAWING NUMBER 928 Z. C- DRAWING NUMBER 960 PRECAST WALL SECTIONS AND CONE LEGEND: AS ON STANDARD 48" MANHOLE WITH O 6"x4" ECCENTRIC REDUCER RUBBER GASKETS BETWEEN PRECAST O2 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 � O RUBBER RING ADAPTER SOIL PIPE TO SEWER PIPE BUILDING (SINGLE-FAMILY RESIDENCE OR DUPLEX) Z MAXIMUM PIPE 72" SIZE 42" 6 30" MIN. CLEAR P�__ 18' MIN. DEPTH A2% TOP MANHOLE RUBBER GASWETS fRAME AND LID RETWEEN PRECAST O O 0 3 GRADE RINGS SEcnONS 3 PRECAST 2' ECCENIR/C CONE �n LL O (UNLESS 07HERMIT J '� �----------- 6" CAP SPEARED) 4, PRECAST RISER g GRAVEL BASE PRECAST BASE O 0 sEcnav SECTION - �PROPERTV LINE w (6" MIN) - - - - - / 624tE[ eASE 8 6"TWO-WAYJ/ \\ -6"TWO-WAY NOTES: (6 -;IN) 05 CLEANOUT CLEANOUT Ir NOTES: ASSEMBLY ASSEMBLY 1) ALL CONSTRUCTION REQUIRES A PERMIT AND INSPECTION PRIOR TO p COMMENCEMENT AND BEFORE BACKFILL. 1. PROVIDE A MINIMUM OF 0.1' OF FALL ACROSS THE MANHOLE BASE FROM INLET TO < z> SEWER LATERALS SHALL BE LAID INASTRAIGHT LINE BETWEEN BENDS, OUTLET. LATERAL FOR SECOND 3 CHANGES IN LINE AND GRADE SHALL BE MADE BY BENDS OR WYE NOTES' 3 '2. USE GRAVEL BACKFILL, 6" MIN. COMPACTED DEPTH UNDER THE BASE. ADDITIONAL SERVICE SERVICE CONNECTION FITTING. 1. MATCH CROWNS OF S£WERi (IF NEEDED) NEEDED) 3) SEWER LATERALS SHALL BE LAID AT MINIMUM GRADE OF 2%(1/4-PER 3. ALL RIGID PIPE ENTERING OR LEAVING THE MANHOLE SHALL BE PROVIDED WITH FLEXIBLE - FOOT)AND MAXIMUM GRADE OF 100%(1' PER FOOT) UNLESS PRIOR 2. FOR CAST IN PLACE 8452� CONSTRUCT IN RELD CHANNEL AND SHELF TO THE CROWN JOINTS WITHIN 1 36 PIPE DIAMETERS OF THE MANHOLE STRUCTURE. APPROVAL IN WRITING IS OBTAINED FROM THE CITY ENGINEER. OF7HEPIPE. 4. INSTALL DROP MANHOLE CONNECTION IF INVERT OF ANY INCOMING SEWER IS MORE THAN 6"SIDE SEWER 4) CONNECTING DOWNSPOUTS AND AREA DRAINS TO THE SEWER SYSTEM 3 FOR PRECAST BASE USE GRAVEL BACKFILL 6"M/N. COMPACTED DEPTH UNDER THE 2'-0" ABOVE THE TOP OF THE MAIN SEWER. IN UNIMPROVED AREAS AND EASEMENTS, IS PROHIBITED AND WILL RESULT IN FINES. BASE F 5) CLEANOUTS ARE REQUIRED FOR LATERALS EXCEEDING 100 FT., AT ANY 4. ALL RIGID PIPE ENTERING OR LEA I4NG THE MANHOLE SHALL BE PROVIDED WITH o MANHOLE SHALL EXTEND A MINIMUM OF 2" AND A MAXIMUM OF 4" BEND EXCEEDING 118" BEND (45-) AND WITHIN TEN (10) FT OF A BUILDING REY/BLE,ONTS WI7HINI �PIPE D/AMETERS OF THE MANHOLE STRUCTURE. 5. ABOVE FINISHED GRADE. - FOUNDATION. 5. INSTALL DROP MANHOLE COIVNECTON IF INVERT OF ANY INCOMING SEWER /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 6" PIPE. FROM THAN 2'-O'ABOVE THE TOP Of THE MAIN SEWER. BE "SEWER" IN 3" RAISED LETTERS. PROPERTY LINE CLEANOUT TO BUILDING SHALL BE 4" FOR SINGLE 6. INVNIMPROVED AREAS AND EASEMENTS MANHOLE SHALL EXTEND A MINIMUM OF 2" ry 7. ALL MANHOLE JOINTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETING ASTM - FAMILY RESIDENCE AND 6"FOR DUPLEX. CLEANOUTS ARE REQUIRED AND A MAXIMUM OF 4" ABOVE FINISHED GRADE. EVERY 100 FEET OR PORTION THEREOF, AT ALL CHANGE OF 7. MANHOLE RING AND COVER SHALL HAI F A CLEAR OPENING. W01RD/NG ON COVER - C-443 SPECIFICAITONS. - DIRECTIONS AND AT THE PROPERTY LINE. SHALL BESEHER"IN 3"RAISED LETTERS 6 ALL MANHOLE ✓(NNTS SHALL USE A CONFINED ROUND RUBBER GASKET MEETTNC ASTM c-443 SPEaRCAnays E w w /t/.r1 Est. 1890 MANHOLES B DRAWN BY IDS Q lLL/r1 Est. 1$90 LATERALS AND SERVICE CONNECTIONS A DRAWN BV TDB z TO-A� DATE 1/30/2019 O"w DATE 1/31I2019 w ORCHARD SCALE NTS z ORCHARD scALE NTS SHALLOW MA/VHOLEDETAIL MANHOLE DETAIL 72" TYPICAL SFR SEWER LATERAL z - - DRAWING NUMBER 921 i �I"'�_ DRAWING NUMBER 940 �Vl-054 w21-055 0 w Qt-Q Qt-Q PIZ Q O Q;300 a': z ��� CJ �b :? ow bps via;• • U-1 04 CIDo: � U CO CID � ~ N ? U Ck� 0 w Q o � CL. a w u jZQ0 UQav) Z m � o 0 W 'S N h U _-jr <V IN 00) O O\ N L Q (j) LQ W ^ OQO W Pz Q S � \ o L (ij� O o v v� v Q V O v Q v W C� Q z Q U W NON 0 W W W z z U w C� Q W 0 0 0 0 Q SHEET C5.41 PROJECT NUMBER 21062 cV N I N cV SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. �in7I- 0 0 � �Av( O o • • W M U OR ~ N zU � w Q o Lu W(n m s Z 0 m 0 M Lu �\ U ,qw-.Or N N I N N ►i PW21-054 PROJECT NUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 751LF > \ /IV 9f93.02, 1.9J'LT (FL) ADAPTOR J) 1N10"BLNOFLANGE 1-8" GATE VALVE (FLxRJ) 107Lo7.49, 2.08' Rr 1 10 x8 TAPPING TEE (FL) _1-8" GATE VALVE (FLxRJ) --- \ I I l �� �'� / ii' 1 1A / If 4+00 13 0640 1%'+OQ, ss so / sS s� SD 1 \ 10*06.41 44.50' RT 9f93.08, 42.19' RT \ — PR STA'T/ON \ I \ \ \ 1N8" 22.5- BEND (R✓) 2OLF k DI 8LF 8 D/ 10*07. 40, 57. 5Y RT \ / �' II 1N8„ 22.5' BEND (R✓xFL) ' 1Of00.49, 60.83' RT II 1-8" 45- BEND (FLxR✓) 1N8»TEE(RJ) o W��� �000 o��� SCALE. 1" = 40' N 0 20 40 80 .Z vo,yj � b1 S 0��� • • rl iii TAM NOTES w co U co c� uj �~ Lr) zU W Q p Lu co W cij 0) >ZQc UQav�i 3 z 0 m 0 M w —— -- I \ , ,; — J — — \ \ 1. PER COPO PUBLIC WORKS STANDARDS, � s ALL WATER MAIN PIPE SHALL BE - / + z \ I \ \ DUCTILE IRON, RESTRAINED JOINT P/PE. a _ o \ \ w 2. THRUST BLOCK/NG REQUIRED ONL Y WHERE NOTED BY CITY ENGINEER. o 3. WA TER SERVICES SHALL BE 1 FROM THE MAIN TO THE METER. WA TER METERS SHALL BE 518. 235 I '` �o / I-- 236 55 I �I so N � \ s M I � I \ I I I l 237 I — 4 ss / / / / / / tJ� lV I I NZ + ss� �\ 1 1 �,-1 / /�j/// -o \�5 � Co ss�ss 238 Q�z 27LF 8" DI /� / I I I I I L�Lll (/� ' ` p Q 21144.74, 6.57' L T I I I I I I I I I I ^ W v Q c I 1 N822.5' BEND (R✓xFL) ® \ I I I 1I I 00 344/ 1N8„ 11.25' BEND (FLxRJ) + - I I I I I Q L T 62, 21 f 1� 9. 6. 3,3 LF 8 D1 I I I I I I I \ 11-8,: 22.5' BEND (Rd) 239 . � � , / I � — -� -I III I I ► I I I I I I IIII I � V 343 Illill I �I + III II I Q C� 20f73.23, 8.12' L T I I o IIII I I I IIIII V Q 1N8'W' TEE (R✓xFL) 1-6" GATE VAL VE (FLxR✓) I III I 16LF 6" D/ 1-FIRE HYDRANT ASS'Y \ I— —. ' 240 1 I II I l l l I / I I IIIII o o I I I o � � 342//Zz i \ � rl Ld 241 I \ \ I ,I I IIII IIII IIIII 0 ° C) > a_ LL] \r��� /° ./ -� I /�// Ill I I I I I I 1 1 I r Q w� \ 1 II I I 0 0 0 Q •- SHEET SEE SHEET C6.02 C6. 01 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C6. 01 I I \ I ' 1 ' _ \ I12*82J6, 8. 1-8" 22.51 I — — 25 I 1 I SEE SHEET C6.03 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 ONL Y WHERE NOTED BY CITY ENGINEER. 3. WA TER SERU/CES SHALL BE I" FROM THE MAIN TO THE METER. WATER METERS SHALL BE 518" PW21-054 PW21-055 ,-.ZiP'lli7N- 30E SEE Q �3 � Q ~: N. Z byipwv w co U co co ~ N zU w Q o Lu COO, �Qz? u W J Q z m L '>zQck� �QCLV 3 0 0 M w �\ a �I Viv 0� *,4 M V X44 (- cr� W 0 W V � O O v v� v LAj � Z v LAj � O v' O � �Q�Qz j Q v = Q Q v o o � 0' w c� Q z Q U w D O Q' o w a_ w z z Oo co Q [I- Q w ar� 0- ol ol ol Q SHEET C6.02 PROJECT NUMBER 21062 N N I N N ►i SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C6.02 I I I / / \J 6.00'RT / I // / / 1-4" CAP (R✓) I , i I d P / 264 269 ,`1'63 /I / l 16f64.02, 6.00' L T / — I %J / 1-8" TEE (FL) I / / 1"8" ADAPTOR (FLxR✓) _ >N8" GATE I/AL VE (FL)(R✓) \ 1N8" GATE SAL Vf (FL) _ 1N8'\' REDUCER (FLxR✓) / / / ''_ _ •• �270 / \ ` O.0 16*47. 49, 6. 00' L T I l a 1"8156" TEE (R✓xFL) V 1*11.14, 6.00' LT 16LF GAT VAL VE (FLxR✓) / I 1N8" 11.25' BEND (RJ) " I / 1NFlRE HYDRANT ASS?O � l I 16LF/ 8 I D cb l / 17LF8 DI 318 II 319 I 320 I SEE SHEET C6.04 I SCALE: 1" = 40' 0 20 40 80 NOTES 1. PER COPO PUBLIC WORKS STANDARDS, ALL WA TER MAIN PIPE SHALL BE DUCTILE IRON, RESTRAINED JOINT PIPE. 2. THRUST BLOCKING REQUIRED ONL Y WHERE NOTED BY CITY ENGINEER. 3. WA TER SERVICES SHALL BE I" FROM THE MAIN TO THE METER. WATER METERS SHALL BE 5/8': A LAmmmmmmmm y: 2 w w 0 ZU cic W Q 0 -< ZU_>- J � Z >ZQCe UQCLV) W v v v 0 �v M v♦ 0 O�C4 �L O OQc Q� V p v 9 W = W o�oL4 Q = Q o Q z U_ O w 0 0 o Q SHEET C6.03 N N N N PW21-054 PW21-055 PROJECT NUMBER 21062 SEC. 8, TWP. 23 X, RGE. 1 E., W.M. SEE SHEET C6.03 A Pi ZZ P 274 114* 19. 53,, 6. 00' L T / 4-8" TEE (FL) 11-8 ADAPTOR (FLxR✓) 2-8" GATE VAL VFS (FLxR I 1 276 4> i 277 1 / �lb � 278 (b � I I / 11 f72.74, 7.64' L T / 1N8" TEE (FL) 11-8" ADAPTOR (FLxR✓) / '2N8" GATE VALVES (FLxR✓) \ � I / \ 279 / ., SEE SHEET 06.05 SEE SHEET C6. 06 w� I I 1 I 1 1 I I ss� t N i� SCALE: 1" = 40' 0 20 40 80 NOTES 1. PER COPO PUBLIC WORKS STANDARDS, ALL WA TER MAIN PIPE SHALL BE DUCTILE IRON, RESTRAINED JOINT PIPE. 2. THRUST BLOCKING REQUIRED ONL Y WHERE NOTED BY CITY ENGINEER. 3. WA TER SERVICES SHALL BE I" FROM THE MAIN TO THE METER. WATER METERS SHALL BE 5/8': PW21-054 PW21-055 sss Wwwmmmmmm y: 2 W 04 0� Z V v �cic W Q p ? a p 0Q a Z_ W u ? 3- r- 2 � � Z j Z Q:t 11 s Q UQav�i a � I "It viv 0� 1%4 M v r^� L1w v, O \ N O o �_� pro W� vz� � o �o O v v� v W = W Q v Q� 0 p W w Q Q = Q o z > o w U_ O 0 0 w > w O Q w o' n 0 0 o Q SHEET C6.04 PROJECT NUMBER 21062 N N N N SEC. 8. TWP. 23 X . RGE. 1 E.. W.M. SEE SHEET C6.04 A F>r/- / \ / � / � j. �. / / / 3 P 350 352 3t84.49, 6.21' L T 1N8" 22.5' BEND (R✓) p� 000 \ \ / / `� / , ,3t62.27, 0.7 L T •� R l I �- / �' l '� 1-8 W TEE (R✓xFL) 353 I 1-6" GATE VAL Vf- (FLxR✓) 1—FIRE HYDRANT ASS? am \ I V A \�ji� %� //� A I 4 / � 450 • / / / \ • . . . �� — — / ' i I 3t31.92, 6.63' L T _1-8" 22.5 BEND (R✓xFL) / / \ 1�8" 11.25' BEND (FLxR✓) 24L� 8 I \) 449 \ \ 22LF 8" Di I 448 3t 11.38, 4.61 ' L T l i \ / _ P 1N8" 22.5' BEND (R✓xFL) / \ 1N8" 11.25' BEND (FLxR✓) 369 \ J I .�>� . �I 370 \ — I / \ f47 \ \ P I / 6.00' L T 371 \ P 1N4" CAP R✓ \ . 355 372 l / \ 373 356 /l l 374 \ \ 3t40.42, 6. 00' L T\ 5 � \2t62.32, 507'LT IN4" 11.25'BEND (R✓) " �i i ` •\ _ \ �/ / \ / / / . \ l 1N8" TEE (FL) / 1N8" ADAPTOR (FLxR✓) \F 4 DI 2t18.03, 8.00' RT 1-8� GATE l/ALVE (FLxR✓) \ ✓ /357 \ 1-10 CAP (R✓) \ 375 1N8 GATE VALVE (FL) I ® � I . � \ � \ . ��,,\\ l BLOW OFF ASS'Y // 1N8 x4" REDUCER (FLxR✓) I / / \ \ // \ l I 12LF 8 D/ l z , 18LF 8A DDl \ 1 �✓ \ \ �\ \ ' 7t58.61, 6.00' L T / I \ \ 368 � \ X : \ — ' \ \ \ \ / 1-8- TEE (FL) \ \ 12t50.81, 6.70 L T >t>3.46, 3.60 L T �� \ �I� 358 / \ 1N8 ADAPTOR (FLxR✓) 1-80 11.25'BEND (R✓)/ %1-8 11.25'BEND (R✓) \ /" \ \ \ " 2 8 GATE I/AL Vf5 (FL 376 0 0� 27LF 8 Dl / / 25.0 / P \ 1t4o.2o, 373 L r 401 / /\ \ 1,81W TEE (R✓xFL) \1-6" GATE VALVE (FLxR✓) SEE SHEET C6.07 SCALE: 1" = 40' 0 20 40 80 � I aml . -.To T 1N8" 22.5' BEND (R✓)' 453 2 443 444 0 0 0 \ \ \ 412 419 \ \ SEE SHEET C6.O8 PW21-054 PW21-055 s s s 0 w R R R 0,00 WWW o-N •o�a;2 N :��\� N N 6.y��dr W 04 00 co co (^ o ~ N zU v �C W Q p ? a 0Q a z W '- � � Z j >zQQ:t s �QCLV a �r I0 wz 0 I viv V M V v, 0 \C4 ez Q � Q� �QzZ< o O v v� v W ? W Q v Q� p W w o � 0 Q •� Q = Q Z > o w UO i 0 0 � w > Q o_ Q SHEET C6.05 PROJECT NUMBER 21062 SEC. 8, TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C6.04 474 —/,I I I 2921 I 11 11 4 473 472 1f39.326.00'Li I 9f20.36, 4.18' L T / / 1N8" 6" TEE (R✓xFL) I I \ 18 TEE (FL) I / 1-6 GATE SAL vE (FLxR✓) I 471 1-8- ADAPTOR (FLxR✓� L/ _ 30LF 6 DI I I 470 2 8 GATE VAL Vf-5 (FLxR✓� ¢S�F 1NFIRE HYDRANT ASS Y I I I I I l I I I I 1 I w 3LF8"Dl _ � �L — I �\\I ' I 469 1 � 468 — j � 1467 w I / I / / , I I s SS ss F7.11,6.00'LT -- —I L I I �' / I/ I 466l 1N8" 11.25'BEND (RJ� / i •1 I 345 l r/4164-- - I) r 1 I 1, I �— --° • - /— ' / I I i iI i I I I I'/' ��� I 8f23.24, 6 0o L T I �i 4571-8 0 11.25' BEND (R✓) . I I� II I 458II /I I � —T 1( 346 I 459/ 1 5f4Loo, 6.45 LI I I I I 1N8" TEE (FL) >N8" ADAPTOR (FLxR✓) I I / l �I p l SD 6164. 40, 5. 78' L T j44\,— I I ,/ I / I l 1N8" GATE VALVE (FL) 1N4" CAP (RJ) / / ( 347 461// I / 1N8X4" REDUCER (FLxR✓)/ 15*8710, 6.00' L T � �BLOW OFF ASS? Or 1N86TEE (R✓xFL) E l 7f35. 44, 6.31 L T l j; ' l — — I / I 462 / 1 1-6" GA IT VALVE (FLxR✓) 1-8" 11.25' BEND (RI)%' l 1 \ I I I / I I I I 18LF 6" DI 1 463 1 / ^ / 1NFIRE HYDRANT ASS'Y \ \ / 456 / I I I \ J — L 1 — \ \ 435 x / / / \ / / s ► 434160 \ ✓ '� J /l J 15f13.69, 4.94'LT 348 o i \ \ l/ \ / I \ \ l 436 / I h 1N8 1L25*BEND (R✓) \ /437\ \ 433 / .14*55.97, 5.11' L T ko0/ i \ / 1N8" 11.25' BEND (R✓) O 6t 18.23, 6.23' LL T \/ \ \ \ 4381 \ 1, •' , / \ I / / \ 1-8 22.5' BEND (R✓)v \ / / \ \ Q�\\ /43 012 W ' I \ \ 453 \ �, / A I \\ 1 439� I I I V A ,i \ 452 \ / 1 \ I \ \ 11+80.98, 6.13' L T \\ \ / / / I \ \ \ 1N8" 11.25' BEND (R✓) \ I \ 440 /' / \ 431 45� \ \�l / / \ \ I 441 \ 9LF 8" Di 13f00.04, 6.08 L T 442 \ 1N8"x6" TEE (R✓xFL) I � 1N8" 11.25' BEND (R✓) \ \ A 1-6" GATE SALVE (FLxR✓) Il\ 3oLF s Di 1430 \ \ 1NFIRE HYDRANT ASS? 443 11*28.37, 10.40LT , \ � � �00 / > 8 TEE (FL) 1-8" ADAPTOR (FLxR✓) \ 444 \ \ 2N8" GATE SAL IiES (FLxR✓) \ / \/ / / �Vx� / 4 9445 / \ r >0f61.42,6.00'LT �1-8" 11.25BEND (R✓) / 411 11408 I I 409 �� I/ \/ 407 // 3f00.12, 5 04' L r / 1 406 / I I 1N8" 11.25' BEND (R✓) 405 / \ \ l 412/ / 404 \� \\ i--� —/j X � \ boo / -� I / \ 403 � \ \ 2f22 52, 514' L T , 41J 1,8 It 25' BEND (R✓) \ 6 \ \\ 1\416 / 417 I / ,-- /�' / / / / / / / RFLxR✓ () � � \ \ \ \ 1 I / 1 I � _4 4\ �-� 48 \ 418 SEE SHEET C6. 08 WRRR o 0 0 � �Affvv_ WWW SCALE: 1 " = 40' �� N y. 0 20 40 80 2 j NOTES w 04 00 U w co 0 ~ N ZU �cic v W Q p 0 CL c� a Q z '- W V) � � Q CL 0 LUPZ 0 M W 5 1. PER COPO PUBLIC WORKS STANDARDS, <i ALL WATER MAIN PIPE SHALL BE } DUCTILE IRON, RESTRAINED JOINT PIPE. ool 2. THRUST BLOCKING REQUIRED ONL Y Z WHERE NOTED BY CITY ENGINEER. o N 3. WA TER SERVICES SHALL BE I" FROM THE MAIN TO THE METER. WATER METERS SHALL BE 5/8' �v V rw r ^ ,v, zz �L "zy .44 vz� Q� � o O Qr Z v v� v W ? W Q v Q� 0 -4 O W w o Q Q = Q o z U O 0 0 a_ w > 3 ° F) Q o_ Q w 0' w 0 0 0 Q SHEET C6.06 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWR 23 X . RGE. 1 E. W.M. w�NN SEE SHEET C6.05 _ o 374 \ o / P / / l / / \ 3t40.42, 6.00' LT / ��F h \2t62.32, 5.07 LT 1N4 11.25' BEND (R✓) " N 1 8" TEE (FL) \ F 4 DI 1N8 ADAPTOR (FLxR✓) \ " 8.00' RT 1-8N GATE l/AL VE (FLxR✓) ✓ I \ C ! / / 357 \ I / l 1 10 CAP (R✓) \ 1N8 GATE VALVE (FL) ® � .� � � Z I I BLOW OFF ASS Y / \ \ 1N8 x4 REDUCER (FLxR✓) / v�( \ I I/ \ r / \ / �� ; o 0 0 Ld 12LF 8" DI 18LF 8" DI 1 \ \ \ \ �� W W W \ \ 368 � I 12t50.81, 6.70' L T " 1 t 13.46, 3.60' L T\_ \ \ 358 l I \ V \ , • 1N8" 11.25' BEND (RJ) / (1N8" 11.25' BEND (R✓) / \ ti / � / \ / / v 376 \ \ 0� 27LF 8" Di 25.0 % \ / Q► 1t40.20 3.73 LT \ / / I ` �•A \ /A / 1 1,8 x6 TEE (R✓xFL) \ / I 9 d A>�6" GATE l/AL l/E (FcxR✓) 11LF s Di 367 / \ 359zP, / / l l \ \ �/ / A 1�FlRE HYDRANT ASS Y / \ // / x�o / \ / \ // \ � ' SCALE: 1 " = 40' ��� :;'� N / \ �' v o•. .� ' / \ 0 20 40 80 N � / 377 / / 1366 360 \ \ ego \ v 3t55.79 8.00' RT 1,8" ADAPTOR (FLxR✓) �� I / / �A \ 398� ���I 1-8" GATE VALVE (FLxR✓) d / / \ \ / d / m / 365 1'10 x8 REDUCER (FL) 378 1-10" GATE VAL VLF (FLxR✓) / I , CN 361 I \ ✓ 397 �� - C I / \ N W Q o \ a 379 / / \ / /OD LL / / \ I \� \ Z Z ? o 0 LLJ V) J Q a 363 \ A96 ,- >zQ� / ` x I / / / , �05 �Q J / Q CL 1 3t 61.31, 6.00 L T 380 / // / 1N8" 11.25' BEND (R✓) / � , ,. �� i�/ \ �� o 395 / �0 NOTES P, / / I o 0 F loo. / I I /I // /' vv -tea \ / / /l / / A. �„ / /1362 , / 381 / / \ �� '`� / / 1 / 1. PER COPO PUBLIC WORKS STANDARDS, < \ \ / / I / ALL WA TER MAIN PIPE SHALL BE / / / / / / / j • f / 6,0 \ / / / / l / DUCTILE IRON, RESTRAINED JOINT PIPE. o w 39� W 2. THRUST BLOCKING REQUIRED ONLY Zo QQ / I � WHERE NOTED BY CITY ENGINEER. o 382 / / �`L�' w 3. WA TER SERVICES SHALL BE I" FROM �/ , \ 4 / - 86 I 1393 Q THE MAIN TO THE METER. WATER /5t48.61, 3.75 L T _ x � / l METERS SHALL BE 518' 1-8 11,25' BEND (R✓) COS 3 �' _ l I c��. 383 � �LF 8" DI � � 384 / a l M � L 392 �•. /5t53.91, 4.02 LT 26LF 8- I / / • ; \1-8"x6" TEE (R✓xFL) / � 94 �1-6" GATE SALVE- (FLxR✓)� 12LF 6 DI Z Q ILN I -FIRE HYDRANT ASS? �x�� / �, a / / \ W �2t67.38, 7.78 LT / / � � � � O 1 8 TEE (FL) / , op � \ � 1N8" ADAPTOR (FLxR✓) j �o 2N8" GATE I/AL l F-S (FLxRJ) / Q \ 48� C 391 I ~ 0 z I / / / / /'`• // // / W�Vz 8t73.91, 8.00' RT 1 1 1 1 I / / / _ _ • ` 1N8" TEE (FL) 389 I \ 1-8" ADAPTOR (FLxR✓) 1 387 V I / — I / / • : �� x�o 2N8" GATE SAL vES (FLxR✓) �/ l / 38� I \ / 4 ol / I I > 0 W W s Q z I / / / •' 'J N W Q W W -------- - ------ S886 > o w ----------- o v 2606.41' / -- ------ I / r --- / 1 o w �� z z 0 o 0 o Q SHEET C6.07 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 X f RGE. 1 E f W.M. SEE SHEET C6.06 356/ / / d \ j � � 405 � � / \ � � 412/ \ / ' / I / / / ,4 7- 1041 \ / /357 / ,� / \ \ 403 2f22.52, 514, L T 413 \ \ \ 1N8 11.25' BEND (R✓)I I 402 \/ o , I / 4115 \ / 7f58 61, 6 00' L T \ 6k \ 16 \ / 1-8- TEE (FL) 41 \ 358 ' \ 1-8 ADAPTOR (FLxR✓) 414\ 2N8" GATE l/AL VES (FLxR✓) 48 / 418 �I 1 I — I \ \ ✓ / / / / // / / A" 401 419 400 too 420 399 \ � � \ / 421 / \ \ \ \ , 3.02, 5.00' LT �90 7f5 / \ \ / \ \ ` 1N8"x6" TEE (R✓xFL) 1-6" GATE SAL liE (FLxR✓) l l 398 17LF6"Dl \ \ / \ \ / , / I I 1-FIRE HYDRANT ASS'Y /o° \ �422 7f64.74, 5 00' L T V J / " � 397 / � � QQ � / / \ 1N8 90' BEND (R✓) 423 / / \ \ / / �/ / 5430.94, 5.00 L T / A96 11N8x6 TEE (R✓XFL) s� N 1 / / \ a / / 6 GATE SAL l/E (FLxR✓) l ` 424 / ` / / 17LF6"Dl \ _j c / 1-FIRE HYDRANTASSY 395 W / 1 425/ P-2 I /I / / / / / / c "L l�ti / 16f54.61, 8.00' RT 39¢ / / _ /1 I / / CONNECT TO 10" GATE VALVE e � � / It / / I / W/ 10'W REDUCER (FLxR✓) W �� \� / 426 393 15*89.51, 8.00' RT \ I l 427 I / / 1-8" 90' BEND (R✓) 15180.78, 7.99' RT 1-8" 90BEND (R✓) 429 2f 41.34, 5.00' L T Xo 1N86" TEE (R✓xFL) 4+pp d 1N6 GATE VAL VE (FLxR✓) 3+0 I -FIRE HYDRANT ASS? / / . • . \ \� / / 15*89.25, 26. 55' RT j t 6601580 PR STATION I�� / / 15*81.35, 30. 62 RT l / I I \ o / 191'� // // ,•// I 1-8"90*SEND (R✓) 389 I /385` / / • `/ I �� 386 _ 388 11 387 I \ / — \ S° mac) / ooO 13+00 00 +00 �' l 500LF 800 474 I / \ "oo 13f64.72, 8.00 RT / \ \ c / � 476 / 1N8" TEE / / f 2N8" GATE SAL VES (FLxR✓) / 476 1N8" ADAPTOR (FLxR✓) d / I• r -- ---- / I -------- - -�---- ----- I -------- -- — — --' ----- - - /— -- 8 306.93'� \ \� 17 A o W W W 0 AL WRRR A( o 0 0 WWW ci—NV--) SCALE: 1" = 40' �� 1 �� �v>'. 2 N Q3 y�z 0 20 40 80 J $ N?: C j IW .. `L' m� co 5 csii W co u v ? a c� a r ZUz>- 2 LLJ Lo , � y csoe csos Q J � j a ul _ Z o NOTES V) o N 1. PER COPO PUBLIC WORKS STANDARDS, <i ALL WATER MAIN PIPE SHALL BE } DUCTILE IRON, RESTRAINED JOINT PIPE. a 2. THRUST BLOCKING REQUIRED ONL Y Z WHERE NOTED BY CITY ENGINEER. o N 3. WA TER SERVICES SHALL BE I" FROM THE MAIN TO THE METER. WATER METERS SHALL BE 518' �v M V 94 v♦ Nit O O �C4 oz WQQo Q � Q� �� o O O v v� QZ v W = W v ci: p W w o ci: q Q (•� Q = Q Z U_ O 0 w w > w O 0 0 o Q SHEET C6. 08 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8 TWP. 23 N., RGE. 1 E., W.M. \ I ��AINK \ 6' CYCLONE FENCE % \ A TE ' I 1 1 ° °o� P°j NATIVE GROWTH �, EEETPASSMNER \ I AFN 3108691 \ O ',p0 (D PIP / — $kx PIP ACCESS EASEMENT PER AFN 3043944 INGRESS, (GR S, A I / < TILITY F/ASEME TPE 30317 H o Q / CB 3 YPE I' R1053. 9- - — — — — — — — — — — — — — _ CB 4 TYPE / 12"ADS(SE/S�IE=529.10 I /RIM -SOLID LID=535.52 12"ADS(NE)IE=31.02 12"ADS(W)IE= 31.17 30' I 0/ p \\\ / /5A) 12, TYPE I A-539.10 / / 'VC(S)IE=535.97 / % / / / RESERVOIR EASEMENT / ,' / / �, i \ IE=527.4 PER AFN 201006020014 / _ _ _ ' ,'/ / ` Q \ \ — — ------ ----� --- / / — —LSD / \ CB 1 & / CO �RAISE�NOT EXPOSED 0 13-20. �RIM'S ED TO BE - - - - - - - - - - - - - - - --------- --/-------! ---- 100f29.50, 5.00' RT f4l'�4 / / / 1N12 GATE VAL VE (FLxR✓) / � � �� \ \ 5l4 / /I / _ / / A 4 — ' ,' IE=526.25 x Qj =52600 ACCESS EASEMENT / / 101*82.07, 5.00 RT \ \ PER AFN 3043 44 / » r�1-12 45'BEND (R✓) E= VFRT 525,82 2 /// /��F4�/ // // II \ \/I /I/ / PE EA R 123�€/Efi�EMENT -C� , �P // / /\`I %�I \ — 105f54.3.3, 5.00 RT 1N12x8 CROSS (FL)(FL) \ \ \ \ \ \ ) \ / / / / / \\\ \\ �\ \ I 1N12- ADAPTOR (FLxRJ) I, / / I \\ \ \ \ \ 103f82.68, 5.00' RT 1N12- GATE VALVE (FLxRJ) \ I 2N8 GATE l/AL l/ES (FLxRJ) 1NA/R-VAC ASSEMBL Y I \ W/ BLIND FLANGES \ \�/ QCD LLJ 103468.38, 5.49'Rr 1-12" 45' BEND (R✓) 22LF /� D/ 1 �_-- I 104f77JA 4.72 RT 103486.12, 5.49 RT I � \ 1-12" 22.5' BEND (RJ) \ 1N 12 45 BEND (R✓) I \ \ \ \ \ / \ — 109 \ \ \ \ \ ` ------ \ \ \ \ \ / \ 00 108 00 — — '_ WIRE -R", \ \ \ \ — — — \ I \ \ \ \ \ \ v / ` \ \ \ \ 3LF 12" DI _ 52 j E=519.30 / I \ / 1 �_ /_ �// ( / v 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 ONL Y WHERE NOTED BY CITY ENGINEER. 3. WA TER SER14CES SHALL BE I" FROM THE MAIN TO THE METER. WA TER 11 N�� o o 0 0 W W W o 04 Q ;3 00 ¢ (V J • o :w 24 ": � cV I �yJ bis o'Il ' /ry ' W04 co U co co ? U 0 W Q p Z a a 0Q Z >` WV) ? >z UQacLn z 0 m o 0 W N N �\ h o. <V METERS SHALL BE 5/8 . �v V 0 O \ N %4 Q � h QQo �ix) o O O v v� v W � W Q O O W LLJ Q Q = Q o z N Q Q Q z� > o LLJ U O 0 w a_ w z z o 0 (n Q IL Q w 0� IL 0 0 o Q SHEET C6.09 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. 0 Z 0 0 0 co uj L -- _----- _ - - _--_- —514— -- /--- \1 J � / I � / � \ -- ------------- / I — 522— — 113 O 524—� — - � I 2 00 --- ' I I 00 F 353L12=D1 I W /, \ — 110 o — — _ — — — — \ 114f28.56, 1.21' L T 1 — � 108+00 — � — � = — _ _— — — I // \\ 1N12� TEE (FLxFL) 523LF 12" DI — _ — ` -� I / \ 1N12 ADAPTOR (FLxR✓) I I l l l \ \I I I I I I / I I-12" GATE VAL Vf (FLxR✓) \ \I _ r I — \ J I \ I I 1N12" GATE VAL Vf (FL) W/ BLIND FLANGE I / 110f75.12, 5.00 RT \ 1N12'x8" TEE (FLxFL) 1N12" ADAPTOR (FLxRJ� I I 1N12" GATE VAL If (FLxRI) / \ I,8" GATE VAL VE (FLxRJ) W/ BLIND FLANGE o CIA I Z- A �000 WWW c c� r.) SCALE: 1 " = 40' �� N 04 Q:3 0000 N 0 20 40 80 o �: NI (VOTES 04 co ~ U co � ~ N ? U cl:� C)4 W Q � Z w C� a LuV) UQac�n � Z o m C� o 0 M 14_ LL' ', P I \ i ( I l 1. PER COPO PUBLIC WORKS STANDARDS, s ALL WA TER MAIN P/PE SHALL BE Lo Epp �F 12 I " " DUCTILE IRON, RESTRAINED JOINT P/PE. a w FAA C� 19 - 30 """ % 2. THRUST BLOCK/NG REDU/RED ONL Y z NOT FOUND . — — — — — — �. — I— \ Z' / / I WHERE NOTED BY CITY ENGINEER. o APPROXIMATE / / S88 3511E 2530.18 / — — — �? o� — - — — /" — _ / N LOCATION "- "" SHOWN PER - \`,, / / �' � ,� .� ,� ,� / � 116f99.14 7.19 RT / ," r 3. WATER SERU/CES SHALL BE 1"FROM S 0 U N D VI E W 1-12" 45' BEND RJ _ / ' / / / / / I THE MAIN TO THE METER. WATER CONSULTANTS \ / / �� "" / / METERS SHALL BE 5/8". u EXHIBIT . . I � 1 �. . . . . P P ' °� V 117f 41.90, 7.08' RT � � � / / � •, \P f \ 1-12"45'BEND(RJ� 1 \ �P �/ . IP I I I v S W O \ N %4 �ci)o O Q� �o O v v� v Q o v' o W LL, Q Q = Q z N Q Q Q > o LLJ U_ O 0 w a_ w z z o 0 cf) Q IL Q w 0' IL 0 0 Q SHEET C6.10 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. / I I I I I I I 1 I I 1 \ \ \\ O 1.44 120 ' /19 pp I 1 Vj - 894.0 \ \ I I 120*58. 96, 0. 93 L T 11N12 TEE (FL) 1N12" GATE VAL VE (FLxRJ)- / 1N12" GATE VAL VE (FL) o^NN Z2 , pip A o 0 0 o^N 0�. N SCALE: 1 " = 40' �� 04 N ;� M W. I Q ;3 oo In: ¢ N .Z 0 20 40 80 J o cz: N �6yJ bps • • 446.00' /ry ' I W/ BLIND FLANGE 1N12" ADAPTOR (FLxRJ) — \ I I >\\ \I Coo\ 129*42.66, 5. 00' L T I i s�� \ \ \ \ \ \\ / 1N10'x8" CROSS (FLxFL) / 00 \ N= I \ \ / ^ I 1-10 ADAPTOR (FL)(RJ) 1N10" GATE VAL VE (FLxR✓) \ 2N8" GATE VAL VL FS (FLxR✓) \ \ - - \ \ I / / I W/ BLIND FLANGES / \ \\\ UA I \\ \ / / —476— E ° \ I CD co o \ \ L' I _I � 126f70.65, 717' RT 11N12" TEE (FLxR✓) / 1-12" GATE VAL Vf- (FL)(R✓) / 1-12" GATE VAL VE (FL) \ \ W/ BLIND FLANGE \ 111,12 "x10" REDUCER (FLxRJ) (VOTES w 04 r U Lri � ~ N ? U WQ o 3"y zW ol ZUZ� ° Lu V) UQCL Z o m 0 0 V w 1. PER COPO PUBLIC WORKS STANDARDS, <n ALL WATER MAIN PIPE SHALL BE Lo DUCTILE IRON, RESTRAINED JOINT PIPE. a 2. THRUST BLOCKING REQUIRED ONL Y Z WHERE NOTED BY CITY ENGINEER. o N J WA TER SER14CES SHALL BE I" FROM THE MAIN TO THE METER. WA TER METERS SHALL BE 5181-4 O � M %4 W \ j � o O O v v� v Q o Lij Q Q = Q �K z > o LLJ U_ O 0 w a_ w > z z O 0 C/� Q IL Q w 0� IL ol ol ol Q SHEET C6.11 PW21-054 PROJECT NUMBER PW21-055 21062 GENERAL NOTES GENERAL WATER NOTES SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH ALL CURRENTL Y ADOPTED WSD0T 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 CONDITIONS OF PRELIMINARY SUBD/14SION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CI & ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VAR/A 77ON FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE A T NO ADD117ONAL COST OR 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, 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., WA TER, SEWER, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PR'CONS TRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PORT ORCHARD PUBLIC WORKS DEPARTMENT, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE 5. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO THE PRECONSTRUCTION MEETING. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 7. CONSTRUCTION NOISE SHALL COMPL Y WITH THE CURRENT POMC SECTION 9.24.050. 8. IT SHALL BE THE APPLICANT ICON TRACTORS RESPONSIBILITY TO OBTAIN ALL RIGHT -OF -WA Y PERMITS AND CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN A CITY OF PORT ORCHARD STREET RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF PORT ORCHARD PRIOR TO CONSTRUCTION 10. THE VERTICAL DA TUM SHALL BE NA VD 1988 AND THE HORIZONTAL DA TUM SHALL BE NAD 1983 HARN STA 7E PLANE WASHINGTON NORTH FPS 4601 FEET. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWA Y SECTION. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED /N 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 IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2- 06.3 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIF/CALL 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 /74 AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE IRA 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 SPECIFICATIONS 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 MINIMUM, ANY SIGNIFICANT TREES TO BE RETAINED SHALL BE FENCED TWO FEET OUTWARD FROM THE IDENTIFIED DRIP LINE. TREES THAT SUSTAIN DAMAGE DURING CONSTRUCTION SHALL BEREPLACED PURSUANT TO POMC. A REPRESENTATIVE OF THE CITY OF PORT ORCHARD DCO STAFF SHALL VERIFY PROTECTIVE FENCING PLACEMENT PER THIS CONDITION PRIOR TO ISSUANCE OF A NOTICE TO PROCEED FOR GRADING AND CLEARING. THE CITY SHALL INSPECT FOR COMPLIANCE WITH THE TREE PLAN PRIOR TO A FINAL INSPECTION. THE INSPECTION SHALL ALSO EVALUATE THE CONDITION OF RETAINED TREES AND ANY AND ALL CORRECTIONS WILL BE REQUIRED TO BE COMPLETED PRIOR TO A FINAL INSPECTION AND RELEASE OF ANY POST FINANCIAL GUARANTEES FOR THE SITE. 1. ALL WORK SHALL CONFORM TO THE CURRENT CITY OF PORT ORCHARD PUBLIC WORKS ENGINEERING STANDARDS AND SPEC/FICA TIONS. 2. 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. P/PE SHALL BE TYTON JOINT PIPE WITH FIELD LOK GASKETS, OR APPROVED EQUAL. AN AL 7ERNA7IVE RESTRAINED JOINT SYSTEM MA Y BE SUBSTITUTED FOR THE ABOVE ITEMS. 3. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED /N PLACE PER AWWA C651 SHALL BE SWABBED WITH 19 AVAILABLE CHLORINE SOLUTION PRIOR TO INSTALLATION 4. ALL WA TER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 250 PSI FOR 1-HOUR. WATER SERV/CELINES W/LL BE WSUALLY/NSPEC7ED 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 BE BACKFILLED SUFFIC/EN7L 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. 5. AFTER DISINFECTING THE WA TER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EX/STING SYSTEM ONL Y AFTER NEW MAIN /S PRESSURE TESTED, FLUSHED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESUL TS ARE OBTAINED AND RECEIVED 8Y PUBLIC WORKS STAFF. 7. WATER MAIN SHUT -DOWNS SHALL BE COORDINATED WITH THE PUBLIC WORKS OPERA TIONAL STAFF FOR PREFERRED 7M/NG DURING FLOW CONTROL CONDITIONS. WA TER 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. 8. 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 AVOID UNDERMINING THE SOIL SUPPORT FOR THE THRUST BLOCKING. 9. DEFLECT THE WATER MAIN ABOVE OR BELOW EXIS77NG U71177E-5 AS REQUIRED TO MAINTAIN 3 FT. MINIMUM COVER AND 12-INCH MINIMUM VERTICAL CLEARANCE BETWEEN UT/L/T/ES UNLESS OTHERWISE SPECIFIED. 10. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW U7LITY BY 12-INCHES OR LESS, AN ETHAFOAM PAD MUST BE PLACED AS A CUSHION BETWEEN THE U77L/TIES. 11. IF DEFLECTING PIPE JOINTS FOR CURVES, HORIZONTAL AND VERTICAL ANGLE POINTS MUST BE CONSTRUCTED BY DEFLECTING A MAXIMUM ONE-HALF OF THE MANUFACTURERS ALLOWABLE JOINT DEFLECTION FOR PIPE AND F/T7/NGS, UNLESS OTHERWISE NOTED. 12. THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE ROADWAY SUBGRADE /S BACKFILLED, GRADED AND COMPACTED IN CUT AND FILL AREAS. 13. ALL RESIDENTIAL SERVICES SHALL BE INSTALLED PER STANDARD DETAILS 860 OR 861 UNLESS OTHERWISE SPECIFIED. 14. UN/FORM PLUMBING CODE REQUIRES THE INSTALLATION OF PRIVATEL Y OWNED AND OPERATED PRESSURE REDUCING VAL VES WHERE THE OPERA 77NC PRESSURE EXCEEDS 80 PSI. 15. ABANDONMENT OF EX/S77NG WA TER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS' G. REMOVE EX/S77NC SERVICE SADDLE FROM WATER MAIN AND REPLACE W17H NEW STAINLESS STEEL REPAIR BAND, ROMAC S52, 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 ABA ADONfDO) b. REMOVE AND DISPOSE OF EXIS77NC SETTER AND METER BOX. c. CAP OR CRIMP (IF COPPER EXISTING SER146E LINE TO BE ABANDONED IN PLACE, EACH END. d. RETURN EX/STNG METER TO PUBLIC WORKS. 16. ABANDONMENT OF EX/S77NG WA TERMAINS SHALL BE ACCOMPLISHED AS FOLLOWS' G. DI P/PE.• MECHANICAL JOINT PLUG, CAP, OR BLIND FLANGE TO BE INSTALLED ON BOTH ENDS. b. ALL OTHER PIPE' FILLED WITH COF AND MECHANICAL JOINT PLUG, CAP, OR BLIND FLANGE TO BE INSTALLED ON BOTH ENDS. 17. A VOID CROSSING WA TER OR SEWER MAINS A T H/GHL Y ACUTE ANGLES. THE SMALLEST ANGLE MEASURE BETWEEN U77LI77ES SHOULD BE 45 TO 90 DEGREES. 18. WHERE WATER MAIN CROSSES ABOVE OR BELOW SAN/TARP SEWER, ONE FULL LENGTH OF WA TER P/PE SHALL BE CENTERED FOR MAX/MUM JOINT SETA RA RATION 19. AT POINTS WHERE EX/S77NG 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 WATER MAIN 10' MINIMUM WATER LINE UTILITY SEPARATION SECTION C1-2 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS PARALLEL CONSTRUCTION SYMMETRICAL ABOUT CENTER LINE OF WATER MAIN 5' MINIMUM WATER LINE � 1, 1 -i i t=l i -i i -1 i 1. ; ,l i awE' .III- i t=Ll l=I I I-1 iI 11 UNDISTURBE EARTH UTILITY SEPARATION SECTION C1-3 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS UNUSUAL CONDITIONS PARALLEL CONSTRUCTION SANITARY SEWER PIPE SANITARY SEWER PIPE �IIII =1 I I=111- I- I L:. 1l=" Ll= I I=n I I-1 -1 Irl i f-,L-1 I- �D� Est. l'90 RESTORATION, TAPS, AND BLOCKING A DRAWN BY I IDS DATE 1/30/2019 ORCHARDSEPARATION STANDARDS scALE NTs -�-� �- DRAWING NUMBER 800-B 1-INCH WATER METER IF A RESIDENTIAL FIRE SPRINKLER SYSTEM L",LD: 1. THE WATER METER WILL BE AT LEAST A 1-INCH METER 2. THE SPRINKLER SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED. 3. THE SPRIKLER SYSTEM WILL BE CONNECTED TO THE OWNERS SERVICE LINE AND WILL BE A FLOW -THROUGH SYSTEM. �q`t Est, is90 FIRE SUPPRESSION A IDI IDS �G�i DATE 1/30/2019 ORCHARDRESIDENTIAL FIRE SPRINKLER METERING scALE NTs DRAWINGNUMBER 820 SAW CUT (TYP; EX. A.C. PAVEMENT SURFACE 1 TRENCH BACKFILL MATERIAL, COMPACT TO 95 % IN 6" LIFTS PLANE EX. ROADWAY AS NECESSARY, OVERLAY TO MAINTAIN EX. FREEBOARD AT CURBS. 2" GRIND AND OVERLAY EXTENTS PER STANDARDS TOP WIDTH OF RFNr..H=D+3W' I 12" o -SEE ROADWAY STANDARDS FOR in APPROPRIATE PAVEMENT SECTION WARNING TAPE PER SPECIFICATIONS 6" MIN CL52 DI WATER LINE OR APPROVED EQUAL PIPE BEDDING MATERIAL/O.D.+24" FOUNDATION STABILIZATION COMPACT TO95% (36" MIN.) MATERIAL (AS REQUIRED) NOTES: 1 BED THE ENTIRE WIDTH OF THE TRENCH PAVEMENT 2) RESTORATION SHALL BE PER THE APPROPRIATE SECTION IN CHAPTER 6 (PAVEMENT SURFACING). 3) INSTALL TRACER WIRE PER SPECIFICATIONS Est. 1890 RESTORATION, TAPS, AND BLOCKING B DRAWN BY DATE IDS 1/31/2019 ORCHARD WATER MAIN TRENCH SCALE NTs DRAWING NUMBER 801 FINISH GRADE PROPERTY LINE 36" MIN. COVER (TYP) NOTES: 6" MINIMUM TO ALLOW FOR TOUCH READ, 24" MIN. COVER M©7 w Z J w 0_ 0 a FINISHED GRADE WARNING WIRE AND LOCAIOR TAPE ARE REQUIRED FOR ALL SERVICES AND MAINS 1. EXISTING WATER MAIN 2. 1" (IP THREAD) SINGLE STRAP SADDLE ROMAC STYLE 101S OR APPROVED EQUAL 3. 1" BRASS NIPPLE, 3" LONG 4. CORP. STOP, FORD FB1100 OR APPROVED EQUAL 5. 1" POLYETHYLENE PIPE, MAINTAIN 36" COVER FROM WATER MAIN TO WITHIN 48" OF METER BOX 6. 1" METER SETTER MUELLER 1434 OR APPROVED EQUAL HORIZONTAL IN, HORIZONTAL OUT. M.I.P. THREAD ENDS. 7. SCHEDULE 40 1" PVC THREADED PLUG. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE 8. BRASS CURB STOP, FORD B41444-NL OR EQUAL. 9. WATER METER - TO BE SUPPLIED BY THE CITY 10. METER BOX SHALL BE SIGMA RAVEN HDPE METER BOX MODEL 1324-SW. PROVIDE HDPE LID WITH TOUCH READ AND METER READER LID. PLACE BACK OF METER BOX FLUSH WITH PROPERTY LINE. �OI, Est. 1890 SERVICES A DRAWN BY IDS '}/Wr ORCHARD5/8, 3/4, OR 1-INCH WATER SERVICE DATE SCALE 1/22/2019 Nrs --��- DRAWING NUMBER 860 FINISHED GRADE 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. N. MECHANICAL JOINT (STAINLESS STEEL TAPPING(SEE PLACONCRETE THRUSTBLOCKING WCONCRETEBLOCK PER CITY STANDARDSPIPE 8"X8" RETE BLOCK SUPPORTS ■.!NATION TAPPING SLEEVE ROMAC STAINLESS STEEL TAPPING SLEEVE (SST) WITH DUCTILE IRON OUTLET FLANGE OR APPROVED EQUAL. CONCRETE THRUST - O BLOCKING PER CITY STANDARDS " NEW PIPE c � (MJ X FL) RESILIENT WEDGE GATE VALVE UL/FM APPROVED, FUSION BONDED EPDXY COATED BODY AND BONNET, WEDGE EXISTING FULLY ENCAPSULATED WITH RUBBER, WITH 2- AWWA OPERATING PIPE NUT, CLOW N F6106 OR APPROVED EQUAL. PLAN NOTES: 1. PRIOR TO BORING: A. TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED AT 200 PSI FOR A PERIOD OF 15 MINUTES. PRESSURE LOSS DURING TESTING SHALL NOT EXCEED 5 PSI. B. TAPPING SLEEVE AND VALVE SHALL BE STERILIZED PER SPECIFICATIONS 2. PRIOR TO FINAL CONNECTION OF TAPPING VALVE TO NEW PIPING, THE NEW PIPING SHALL BE PRESSURE TESTED AND STERILIZED PER SPECIFICATIONS �O`s Est. 1890 RESTORATION, TAPS, AND BLOCKING C DRAWN BY I IDS ,Gfi DATE 1/30/2019 ORCHARD WETTAP SCALE NTS DRAWING NUMBER 802 PROPERTY LINE 6' MIN- I EXIST. GRADE FLOW 1 I I 1 METER BOX PER STANDARDS DOUBLE CHECK VALVE WITHIN PAVED SURFACE, TWO PRECAST MEETING AWWA CROSS CONCRETE VAULT 3'-8" X 2'-8" X 3'-6" UTILITY CONNECTION STANDARDS VAULT CO. MODEL NO. 233-LA WITH N0.23-233P DIAMOND PLATE COVER OR APPROVED EQUAL. OUTSIDE PAVED AREAS, TWO MID -STATES PLASTICS MODEL MSBCF 1730, GREEN COLOR 6" FLOW `DOUBLE PURPOSE UNION (TYP OF 2) �4" MIN. 1-1/2" DRAIN ROCK (EXCEEDS OUTSIDE EDGE OF BOX) �O E51.I"o SERVICES E DRAWN BY IDS DATE 1/23/2019 ORCHARDDOUBLE CHECK BACKFLOW ASSEMBLY SCALE NTs (BELOW GROUND) DRAWING NUMBER 864 1OW21-054 PW21-055 o w D' 0 0 0 Q Q Q O ^ Cv Irk .� >•?j N Q:3 "oto �• ¢ N _ •o "• �yJ w CO N, U kri CO � ~ N ? U � � u w Q o �_Z� LCL u 0 a VQ�Z_ WV) ? U 1CL00 Q) m rz V o 0 cn W 'S N �\ h o. �r Iz 00 �v 4 V^ �� rv, 0 N \ Q v k v � O �v Ov v � W � W Q O O W � Q Q = Q z v R v O > o � U_ O 0 0 a_ w > z z O 0� u) Q Q w 0 0 0 0 Q SHEET C6.41 PROJECT NUMBER 21062 SEC. 8. TWR 23 X. RGE. 1 E. W.M. A PUMPER CONNECTION 5" QUICK CONNECT STORZ COUPLING FOR NST w LU 2-1/2" NST HOSE CONNECTION REMOVED CHAINS FROM 2-1/2" CAPS LU LU O O T MIN. of Z x TWO PIECE CAST IRON o g VALVE BOX & DEEP LID 3" MIN. N ALUMINUM ANGLE 314" X 1/20"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" x 8" x 4"MIN CONCRETEBLOCK 2-3/4" HOT DIPPED GALV. SHACKLE RODS CONNECT USING DUC LUGS OR 90 DEGREE ]-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. FOR NEW WATER MAIN LOCATE WIRE SHALL BE CONTINUOUS THROUGH THE HYDRANT AND FOR EXISTING WATER MAIN, SPLICE LOCATOR WIRE TO WIRE ALONG MAIN USING 3M SPLICE KIT 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. Dqm Est. 1890 SYSTEM APPURTENANCES B DRAWN BY IDS DATE 1/23/2019 ORCHARDFIRE HYDRANT ASSEMBLY scALE NTs DRAWING NUMBER 881 MINIMIZE DISTANCE 20' MAXIMUM CONCRETE BOX PER STANDARD SPECIFICATIONS 3 TRENCH BACKFILL s j 2 6 3/4" WASHED ROCK, 1/3 YD MIN, WRAP IN NON -WOVEN FILTER FABRIC m U 0 z m 3 z 'ro w a w a ❑ a w w w 0 w a w w 0 w w w z FD 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 Est.1890 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 fCONCRETE BLOCK SYMMETRICAL TOP & BOTTOM -BLOCK SHALL BE PLASTIC BARRIER AGAINST Plug PIPE SIZE A SQO. FT. B SQ. FT. C SQ. FT. D 0 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 1 21 10 6 18" 48 34 1 26 1 14 7 24" 84 59 45 23 13 UNDISTURBED EARTH MIN. BEARING AREA AGAINST UNDISTURBED SOIL TYPICAL CROSS-SECTION SEE DRAWING 1103-B FOR ADDITIONAL NOTES �0 Est.ls90 RESTORATION, TAPS, AND BLOCKING DRAWN BY DS DATE 1/15/2019 ORCHARDTHRUST BLOCKING AND TIE BACKS SCALE NTS 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) 7 tL_ �_� 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. Est. 1890 �Jf��i�/ SERVICES F DRAWN BY DS ORCHARD DOUBLE 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 2„ E Z #4 BAR B REINFORCING HOOP (TYP) 3„ 1'-6" #4 BAR THROUGH MIN. HOLE IN 4" D.I. PIPE TIE BACK BLOCK DETAIL TABLE B - TIE BACK WATER MAIN PIPE AMOUNT OF 3/4" GALV. SHACKLE RODS SIZE OF VERT. PIPE IN CONC. AMOUNT OF #4 REINFORCING BAR HOOPS 4" 2 4" 1 6" 2 4" 1 8" 2 4" 1 12" 4 4" 2 16" 6 6" 3 18" 6 6" 3 24" 6 6" 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. 1890 RESTORATION, TAPS, AND BLOCKING DRAWN BY IDS DATE 1/15/2019 ORCHARDTHRUST BLOCKING AND TIE BACKS SCALE NTs DRAWING NUMBER 803-6 PROPERTY LINE` FLOW METER BOX PER STANDARDS oye / WALL DOUBLE PURPOSE UNION 12" MIN DOUBLE CHECK BACKFLOW PREVENTER MEETING AWWA CROSS -CONNECTION STANDARDS FLOW FINISHED DOUBLE PURPOSE FLOOR UNION e P . p . L Est. 1890 j� SERVICES G DRAWN BY IDS ORCHARDDOUBLE CHECK BACKFLOW ASSEMBLY DATE SCALE 1/23/2019 Nrs (IN BASEMENT) DRAWING NUMBER 866 BRASS UNION f2" BRASS STREET ELL —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 ��2" BRASS NIPPLE 3" LONG //// SWING JOINT: 2"l `2" BRASS NIPPLE, 18" LONG `2" TYPE K COPPER TUBING BRASS ST ELL VALVE ASSEMBLY DETAIL GALVANIZED SCREENED CONCRETE METER BOX FOGTITE #2 OR APPROVED OUTLET AND PIPE SAME EQUAL WITH ALUMINUM INSPECTION LID IN SIZE AS INLET NON-TRAFFICAREAS, OR FOGTITE #2 WITH HINGED 2" GALVANIZED ZTRAFFIC 18" MIN LID WHEN IN TRAFFIC AREAS, 2 BOTTOM IRON PIPE SECTIONS REQUIRED. VALVE BOXI 2" TYPE K COPPER TUBING CONTINUOUSLY RISING FROM 2" MIN TAP TO AIR -VAC VALVE WITHOUT INTERMEDIATE HIGH PTS. 2" COMBINATION AIR & VACUUM K -BRASS 90° RELEASE VALVE, SCREWED, APCO NO. - 143C OR APPROVED EQUAL (SEE 1" GATE E2" VALVE BEND FIPT ASSEMBLY DETAIL ABOVE) VERTICAL TAP AT 0 HIGH POINT 2" CORPORATION STOP CC THREAD x MIPT FORD #F6400-4 24" MIN OR APPROVED EQUAL 1 1/2" DRAIN ROCK COVERED WITH MIRAFI FILTER FABRIC OR APPROVED EQUAL SINGLE STRAP SADDLE WITH NOTE: 2" CC THREADS ROMAC 202 ALL FITTINGS SHALL BE BRASS. OR APPROVED EQUAL ALL PIPE SHALL BE COPPER, UNLESS OTHERWISE SHOWN. �p Est.1890 SYSTEM APPURTENANCES D DRAWN BY DATE DS 1/23/2019 ORCHARD AIR ASSEMBLY SCALE NTS �� -VAC DRAWING NUMBER 883 VE OPERATING \ EXTENSION - 1/3 DETAIL \ TOTAL �� SQUARE LENGTG 4 1/4" DIA. 1/8"J MIN. THICKNESS 1" METAL STOCK — LENGTH AS REQUIRED 1/8" MIN. 3/8" SET THICKNESS SCREW 2 1/4" 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 N0. 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 ESL 1890 SYSTEM APPURTENANCES C DRAWN BY D3 ORCHARDVALVE MARKER AND VALVE EXTENSION DATE scA E 113012019 NTs DRAWING NUMBER 882 Cn ZO w cil .0. a;2 N < N o vj / �� W 00 K U CO co (^ v ~ N ZU v C W < p I? CL In 7V OD a V -<V L U i LZL1 V) Z W Z C Q U Q CL N a 0 0 �v �1%4 MV �- O vJ W � O O �v v � W = W Q v O W W O Q� (D Q •� Q = Q Z > O W U O 0 Ld �� Ld > V 1 Q LL Q LLI 0� n 0 0 0 Q SHEET C6.42 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 N.. RGE. 1 E. W.M. PLACE "EARS" IN -LINE WITH WATER MAIN DIRECTION WATER FINISHED PAVEMENT GRADE TOP SECTION EXTENSION PIECE (IF NECESSARY) CAST IRON ONLY z io BASE SECTION M WIRE ''TRACER PER STANDARD SPECIFICATIONS w LL °a U N WATER MAIN a ❑ Z u, w z N a w Li Li WATER MAIN 0 o a �I 0 a VALVE w z w g r w a 0 W ❑ ZU' Z W W U w N �l -, �_4 1 Est.ls90 SYSTEM APPURTENANCES DRAWN BY IDS DATE 1/23/2019 ORCHARD VALVE BOX SCALE NTS a DRAWING NUMBER B84 SUMP LOCATED AS REQUIRED ® ALL PIPE PENETRATIONS SHALL BE CORE DRILLED AND MADE WATER TIGHT USING NON -SHRINK GROUT ® C a WITH WATER SEAL 5'-0" MAX. 4" FLOOR DRAIN ©9 ® o CO)if III -$ ®®® ® io ® ® ® N 10" MIN. TYPICAL DRAIN TO DAYLIGHT. PROVIDE J RODENT PROOF SCREEN AT DAYLIGHT. PLAN SIZING TABLE Main Main Bypass Pressure ili Locking Steel Q1 12" CAST IRON COUPLING ROCKWELL 431 WITH LONG Line PRV Line Relief Vault 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. ,TER ON 1A; ® 8" FLANGE COUPLING ADAPTER ROCKWELL 913 WITH APPLIED. ANCHOR STUDS OR APPROVED EQUAL aUBM,i FOR APPROvAL ALL SWi,LIL Q9 8" STRAINER (FLxFL) MUESSCO NO. 751 OR MATERIALS TO BE USED. APPROVED EQUAL. 3 TWO COATS VAN DEX WATERPROOFING OR APPROVE; ® 2' BRONZE CORPORATION STOP (IPTxFIPT) BF ADPIlFn nNi 0I17IDF IIHPFArFS OF VADIT 10 8'R RESSUREOREDUCING VALLVED(FLxFL), CLA—VAL D' 90G-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 8" DI BLIND FLANGE WITH 3" IPS TAP (TYPICAL). APPROVED EQUAL (CITY TO SIZE FOR EACH PROJECT). 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 S PRECAST UTILITY VAULT — SEE SIZING TABLE OR AND BRASS FITTINGS. TAP PIPE FOR CONNECTION, APPROVED EQUAL ALL JOINTS TO BE INSTALLED CENTER BETWEEN FLANGE AND VAULT WALL. © 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. ®4" FLOOR DRAIN WITH SCREEN AND TWO 3" BLIND FLANGES WITH 3" APT THREAD. 4" SCHEDULE 40 PVC PIPE. ® 3/4" BRONZE CORPORATION STOP (IPTxFIPT) 4 SCHEDULE 40 PVC 45' BEND (2 each). FORD FB1700-3 OR APPROVED EQUAL ® 3" PRESSURE REDUCING VALVE (SxS), CLA—VAL FREE STANDING GALVANIZED STEEL LADDER 9OG-01ABS WITH TEST COCKS AND VALVE POSITION ATTACH TO FLOOR AND SIDE OF HATCH. ®3" BRASS TEE (SxS) WITH 3" x 3/4" BUSHING. INDICATOR OR APPROVED EQUAL. AND 3/4" BALL VALVE. 3" BRASS UNION. 3" BRASS THREADED PIPE, LENGTH TO FIT (TYPICAL). HOSE BIB WITH VACUUM BREAKER. 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. �0� Est. 1890 PRESSURE REDUCTION A IDRAWN BY IDS DATE 1I30/2019 ORCHARD_ PRESSURE REDUCING STATION (PLAN) SCALE NTS —" DRAWING NUMBER 840A BALL VALVES SHALL BE TWO PIECE BRASS RED -WHITE BALL VALVE #5044F OR APPROVED EQUAL O ran O n a) FLOW PROVIDE ALTERNATE SUMP AND SUMP 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 09 8" STRAINER (FLxFL) MUESSCO NO. 751 OR APPROVED EQUAL. ® 2" BRONZE CORPORATION STOP (IPTxFIPT) FORD FB 1700-7 OR APPROVED EQUAL 0 8" PRESSURE REDUCING VALVE (FLxFL), CLA-VAL 90G-01ABCS OR APPROVED EQUAL WITH TEST COCKS, COPPER TUBING TRIM, EPDXY LINING, AND VALVE POSITION INDICATOR. ® 8" TO 6" BRANCH REDUCING CROSS (FLxFLxFLxFL). 8" DI BLIND FLANGE NTH 3" IPS TAP (TYPICAL). 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. 6" CONCRETE RISER. INSTALL ADDITIONAL RISERS AS REWIRED FOR FINAL GRADE. VAULT CONCRETE THRUST RES1 16 WITH TIE RODS PER CIT STANDARDS. 5'-0" MAX. 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 (IPTxFIPT) FORD FB1700-3 OR APPROVED EQUAL. ® 3" PRESSURE REDUCING VALVE (SxS), CLA—VAL 9OG-01ABS NTH 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 REUEF 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). S 8" DI SPOOL (FLxPE) APPROX. 9' LONG. S 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 NTH 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. DOm Est.1890 PRESSURE REDUCTION A IDRAWN BY IDS DATE 1/3012019 ORCHARDPRESSURE REDUCING STATION (ELEVATION) SCALE NTS DRAWING NUMBER 8408 IV �0,"-�� 00 r": z J:o �byj bps • • o���CO C04 CO O W � r^ U v ~ N ? U � W Q p /Z a C?, W iZQo'' UQac�n � N O IZ m V p O � M N W � N a o�CISWLLJ LLJ •� Q = Q o z �QQQz� U_ O w z z O w 0 3;: 0� Q w [)� n 0 0 o Q SHEET C6.43 PW21-054 PROJECT NUMBER Pw21-055 21062 N N N N M r": z J:o �byj bps • • o���CO C04 CO O W � r^ U v ~ N ? U � W Q p /Z a C?, W iZQo'' UQac�n � N O IZ m V p O � M N W � N a o�CISWLLJ LLJ •� Q = Q o z �QQQz� U_ O w z z O w 0 3;: 0� Q w [)� n 0 0 o Q SHEET C6.43 PW21-054 PROJECT NUMBER Pw21-055 21062 N N N N M W � r^ U v ~ N ? U � W Q p /Z a C?, W iZQo'' UQac�n � N O IZ m V p O � M N W � N a o�CISWLLJ LLJ •� Q = Q o z �QQQz� U_ O w z z O w 0 3;: 0� Q w [)� n 0 0 o Q SHEET C6.43 PW21-054 PROJECT NUMBER Pw21-055 21062 N N N N M o�CISWLLJ LLJ •� Q = Q o z �QQQz� U_ O w z z O w 0 3;: 0� Q w [)� n 0 0 o Q SHEET C6.43 PW21-054 PROJECT NUMBER Pw21-055 21062 N N N N M N N N N M SEC. 8. TWP. 23 N., RGE. 1 E. W.M. I . Z J \ cn W \ J af o 0 0 ......� \ C7m 01 W W W ---------- SCALE: 1 = 200' SC, ----- ---I-- / / 0 100 200 400 ✓ \IF ... \ ck� co W f N! / �U Lu a z o U >- a cn ®\ w C7jr .......... ILI, LLJ V�PP - . W :� 7Ar �C� zoZ_ Q� oQcs ..... v� :- :- -- �o Z O P _ _7,w 7x06 Qc Qc ��' o o \` ' i o�o� Q� Pw z P P v Q u P > o w P P 7Ar C\07/08 v O Z , L a_ P �.. o w � a_ w > z z 3 _ I Q P \ Q w 0 0 o Q 17 SHEET - -- -- -- -- - 7 00 T7\\V//X/ PW21-054 PROJECT NUMBER PW21-055 21062 N N N N ►i N N N N NO 0 vvL L SEC. 8, TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C7.01 240 g o a, d �A I a Q r 241 d 0o g 34: 243 d ,44 b l o/ d FH / 0 O �x 336 I 31 I .d 0 h I d a L d d o ` o_ .d d 33� I SEE SHEET C7.03 342 o��� Z2 Ld af 0 0 0 o^�� N SCALE: 1 " = 40' �� N 04 Q:3 �• ¢ a': N 0 20 40 80 Z (mil w co C701 _ ` co w °° h u .� ' Z w Z U ,! C7.05 C�05 J Q Z W Co U Q a N 0 z m / 0 0 cn Lu NOTES 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE BEEN COORDINATED WITH THE POST OFFICE IN PORT Z ORCHARD, WASHINGTON. o 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. N 3 ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLECTIVITY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. � 0� 1-4 T 5FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS `' V AND DETAILS. 6. NO PARKING SIGNS TO BE PRO VVED ON NON -PARKING SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE o LOCAT/ON WITH PUBLIC WORKS /N THE FIELD. O \ N 7. SPEED L/M/T SIGNS ARE TO BE INSTALLED /F DESIGN /S r\^ BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. Q L 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED L/M/T OF 20 MPH. O p Q oW vN LEGEND ci o � o Q COMB/NA TION STREET NAME (POST PER COPO 500 � o W/ 6-BLADE PER COPO 501) V °O / /_ I 2/ WETLAND SENSITIVE AREA SIGN o z� v \ I O MUTCD Rl -1 'STOP " SIGN (POST PER COPO 500) o V I 4/ ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � V 6"BLADE PER COPO 501) V V 18 STOP BAR PER COPO 4JO (PLACED 4 BEH/ND EDGE OF CROSSWALK AT STOP CONTROLLED o� \ INTERSECTIONS PER COPO 429) W Z W x � 'NO PEDESTR/AN CROSSING" SIGN \ LL 'lNTERSECT/ON AHEAD " SIGN � 4 2 � � \ 8/ 'NO PARKING" SIGN Q 1 Q zz 10. 'SPEED LIMIT 20 MPH" SIGN MB MAILBOX CLUSTER pLLJ / FH FIRE HYDRANT o p w > �O C) 3 � u) Q Q w 0 j o 0 o Q SHEET C7.02 PW21-054 PROJECT NUMBER PW21-055 21062 i P �P 100.0\ �P P SEC. 8 TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C7.02 SEE SHEET C7.04 334 I X� / // Z2 Ld af o 0 0 C\4 r� .&i SCALE: 1 " = 40' ��04 N Q:3 �• ¢ N 0 20 40 80 j bps ' . .. /jN w co C701 co co vi C 7 02 cza Z uja .... C705 TC706 J Q 7 W Z'� C707 �C7.08 Q CL V O Z m I^ O t.J O M � N W S N NOTES Lo 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE ,i, BEEN COORDINATED WITH THE POST OFFICE IN PORT Z , ORCHARDWASHINGTON. \ o 2. FOR TYP/CAL ROAD SECTIONS, SEE SHEET C3.32. N 3. ALL SIGNS SHALL MEET MUTCD M/N/MUM SIGN RETROREFLECTIVITY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. V V 5FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS k V AND DETAILS. ((4 v,- V r^ L1 , 6. NO PARKING SIGNS TO BE PRO VVED ON NON -PARKING SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE o LOCAT/ON WITH PUBLIC WORKS /N THE FIELD. O \ N 7SPEED L/M/T SIGNS ARE TO BE INSTALLED /F DESIGN /S r\^ BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. Q j \ 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED L/M/T OF 20 MPH. O p Q OW LEGEND 1C COMB/NA TION STREET NAME (POST PER COPO 500 W/ 6-BLADE PER COPO 501) % V LJ "WETLAND SEN5177VE AREA " SIGN Z 'O` I O MUTCD Rl -1 'STOP " SIGN (POST PER COPO 500) v QO v I 4C ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � v 6"BLADE PER COPO 501) V 5C 18" STOP BAR PER COPO 4JO (PLACED 4' BEH/ND EDGE OF CROSSWALK AT STOP CONTROLLED INTERSECTIONS PER COPO 429) W Z W � v � I 6C 'NO PEDESTR/AN CROSSING" SIGN I 7C 'WFRSECT/ON AHEAD" SIGN 8C 'NO PARKING" SIGN Q Q zz SIC. 'SPEED LIMIT 20 MPH" SIGN v Q v � u MB MAILBOX CLUSTER p FH FIRE HYDRANT o p � w z z O C� Q w 0 0 0 o Q SHEET C7.03 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8 TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C7.03 -z F q I P' P 100.0 P 281 282 345 1 q 279 .f i 1 d 1f o 261 FH _ 3 d• _10O • d � • d 1 (d I d Oq • R d' _ •d OX ¢ Epp d• d • • • 4 318 319 320 321 322 1 d d � ' a 317 Y 3 316 �p 315 314 313 _ 2fOp •d = • d • ,j0p 469 l•• a • d d d d •d 468 d 467 46 d FH d � • • � — R=Q2 dd d •d • � _ d♦ 1 _ 1 — 5�40 - \ SEE SHEET C7.05 SEE SHEET C7.06 o� 0 h I d / 6f00 SCALE: 1" = 40' 0 20 40 80 N�� 0 W��� Ir 04 .2.)04 2-g N I �yJ b,�s • o��� w 04 U � ? U � w U w Q o za0C� a W V) ? �" >Z � uQCL 0 z m o 0 M W cn Lo 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE ,i, BEEN COORDINATED WITH THE POST OFFICE IN PORT Z ORCHARD, WASHINGTON. o N 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. 3. ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLECTIVITY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. V V - 5FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS Lk V _ AND DETAILS. V v,) 6. NO PARKING SIGNS TO BE PRO VVED ON NON -PARKING QV `�, SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE o LOCAT/ON WITH PUBLIC WORKS /N THE FIELD. O \ N 7. SPEED L/M/T SIGNS ARE TO BE INSTALLED /F DESIGN /S r\^Zs BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. Q j 8ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED L/M/T OF 20 MPH. O p Q oW LEGEND 1C COMB/NA TION STREET NAME (POST PER COPO 500 o W16-BLADE PER COPO 501) V °O WzQi "WETLAND SENS/T/I/E AREA " SIGN O � v I O MUTCD Rl -1 'STOP " SIGN (POST PER COPO 500) Z o V I 4C ADDRESS SIGN (POST PER COPO 500 W1 PR/VA TE � V 6"BLADE PER COPO 501) V V 5C 18 STOP BAR PER COPO 4JO (PLACED 4 BEH/ND EDGE OF CROSSWALK AT STOP CONTROLLED INTERSECTIONS PER COPO 429) W Z W � v � I 6C 'NO PEDESTR/AN CROSSING" SIGN I 7C 'WFRSECT/ON AHEAD" SIGN 8C 'NO PARKING" SIGN Q Q zz SIC. 'SPEED LIMIT 20 MPH" SIGN o Z MB MAILBOX CLUSTER p u FH FIRE HYDRANT o p w z z o w 0 0� V / L L Q w 0' C) C) C) Q SHEET C7.04 PW21-054 PROJECT NUMBER PW21-055 21062 NOTES 2,7 C707 SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. z r F k F F r i F. F ----------- SEE SHEET C7.07 25.0 r..� P - -------- ---- a ............. 5- \1 SEE SHEET CZ 04 a� 1 00 O� O SCALE: 1" = 40' 0 20 40 80 NOTES N�� O W af O O O O ^ C\ 04 04 a': J • o Z04 ": � N I �yJ `� ' ? ^W^' �L co lA I� co U c� ~ N ? U w Q o za0C� a W V)?� _>Z � 0 z m o 0 M Lu N Lo 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE a \ BEEN COORDINATED TH THE POST OFFICE IN PORT Z WI ORCHARD, WASHINGTON. o 0 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. N 3. ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLECTIVITY REOU/REMENTS. / 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. % 0� 1-4 5FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS � `' V AND DETAILS. (V R �'` r^ L 6. NO PARKING SIGNS TO BE PROVIDED ON NON -PARKING Q `�, 1 , SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE o LOCATION WITH PUBLIC WORKS IN THE FIELD. 0 \ N 443 � \ Z W 7. SPEED LIMIT SIGNS ARE TO BE INSTALLED /F DESIGN /S BASED ON A POSTED SPEED LESS THAN 25 MPH. \ o COORDINATE LOCATION WITH PUBLIC WORKS IN THE FIELD. Q j 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED LIMIT OF 20 MPH. O p Q oW } IA r..C..l.MUMfiJ �n LEGEND 1/ COMB/NATION STREET NAME (POST PER COP0 500 k W/ 6-BLADE PER COPO 501) N V o °O k00 9\ �I 2. "WETLAND SENT/I/E S/AREA " SIGN �C � Q a � v O MUTCD Rl-1 'STOP" SIGN (POST PER COPO 500) O V I 4/ ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � V 6-BLADE PER COPO 501) V V 401 5/ 18 STOP BAR PER COPO 4JO (PLACED 4 BEH/ND 405 EDGE OF CROSSWALK AT STOP CONTROLLED INTERSECTIONS PER COPO 429) W Z W 104 1 6/. 'NO PEDESTR/AN CROSSING" SIGN � v � I7. 'lNTERSECT/ON AHEAD " SIGN LLJ I 8/ 'NO PARKING" SIGN � Q � Q � zz 10 'SPEED LIMIT 20 MPH" SIGN Q Q z v Q v � U kp0/ MB MAILBOX CLUSTER p LLJ \ FH FIRE HYDRANT o p � 41i z z O w 419 9 9 9 SHEET SEE SHEET C7.08 C7.05 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8. TWP. 23 AL RGE. 1 E.. W.M. SEE SHEET C7.04 A W LQ 451 •d ........... 467 FH Q �' ' • �°D R qp 9 _ AO° d •d 457 d 4. X 9k00 SEE SHEET CZ 08 t N i� SCALE: 1" = 40' 0 20 40 80 NOTES 1. MAILBOX LOCA77ONS 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. J ALL SIGNS SHALL MEET MUTCD MINIMUM SIGN RETROREFLEC77WTY REQUIREMENTS. 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 WTH PUBLIC WORKS IN THE FIELD. 7. SPEED LIMIT SIGNS ARE TO SE INSTALLED IF DESIGN IS BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCA77ON WITH PUBLIC WORKS IN THE FIELD. 8. ALL ROADS EXCEPT MCCORMICK VILLAGE DRIVE, ROAD B AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A SPEED LIMIT OF 20 MPH. LEGEND 10 COMBINATION STREET NAME (POST PER COPO 500 W16-BLADE PER COPO 501) 20 "WETLAND SENSI77VE AREA " SIGN O MUTCD Rl —1 "STOP" SIGN (POST PER COPO 500) I 40 ADDRESS SIGN (POST PER COPO 500 W/ PRIVATE 6" BLADE PER COPO 501) 50 18" STOP BAR PER COPO 4JO (PLACED 4' BEHIND EDGE OF CROSSWALK AT STOP CONTROLLED INIFRSEC77ONS PER COPO 429) 60 "NO PEDESTRIAN CROSSING" SIGN I 70 "IN 7ERSEC77ON AHEAD " SIGN 80 "NO PARKING" SIGN I 90 "SPEED LIMIT 20 MPH" SIGN MB : = MAILBOX CLUSFR FH a FIRE HYDRANT PW21-054 PW21-055 W WWW y: 2 �32 w U � °p w � ~ N ZU v cic W Q p ?a� 0 CD of Q Z W u ? c Z Q:t Q UQav�i a � a� s 0 z m I^ O \.J O M V) 4) c ` ■ \ \ off. �—Now 1 z 0 0 I Q� v Lij \ N o Q z(j) 4 Z� O ZO v sv � v � h L4 = Li � v � p W w Q •� Q = Q Z U_ O w > w O 3: of F) Q w Q w 0' w 0 0 o Q SHEET C7.06 PROJECT NUMBER 21062 N N N N SEC. S. TWP. 23 N.. RGE. 1 E.. W.M. SEE SHEET C7.05 d X d . / d 4 00 1 / ` AVx d 3�00 357 V) Ld af O O O O / V 358 Q� d c 'N ) 0 d 359 ' SCALE: 1 " = 40' �� y04 Q:3 �• ¢ a': Z N N 0 20 40 80 �byj 1 � bps • • o��� 360 d 398 w ck� co C701 co co C7o2 1 e u 397 Z W C� a • Ll i � 7 d �4 -A irar,.,. /k. ca W I • * C7.05 C�0611 J Q Z W� 396 ::) r^ czoCZa U Q CL N W s 395 NOTES d 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE QQ 394 BEEN COORDINATED WITH THE POST OFFICE IN PORT z Q I ORCHARD, WASHINGTON. C) 1 � d o 9 2. FOR TYPICAL ROAD SECTIONS, SEE SHEET C3.32. �X00 393 3 ALL SIGNS SHALL MEET MUTCD M/N/MUM SIGN o0 RETROREFLECT/V/TY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. � 0� 1-4 5. FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS II ,, '' `' V 392 �y AND DETAILS. V r^ 6. NO PARKING SIGNS TO BE W PRO ON NON -PARKING Q `�, o SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE LOCAT/ON WITH PUBLIC WORKS /N THE FIELD. O \ N FH 7. SPEED L/M/T SIGNS ARE TO BE INSTALLED /F DESIGN /S r\^ BASED ON A POSTED SPEED LESS THAN 25 MPH. COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. Q j —+ 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED L/M/T OF 20 MPH. O p Q oW LEGEND ' 0 389 Q � � I �X 388 10 COMB/NA TION STREET NAME (POST PER COPO 500 9x 387 W/ 6" BLADE PER COPO 501) IN xOo 1 d COS-W I 2O. "WETLAND SENS/T/I/E AREA" SIGN \ O o� I O MUTCD Rl-1 'STOP" SIGN (POST PER COPO 500) \ 'I 40 ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � V I • : d \,0��� 6" BLADE PER COPO 501) V V — 5. 18" STOP BAR PER COPO 4JO (PLACED 4' BEH/ND d EDGE OF CROSSWALK AT STOP CONTROLLED 121 INTERSECTIONS PER COPO 429) W Z W I 60 'NO PEDESTRIAN CROSSING" SIGN d I 70 'lNTERSECT/ON AHEAD " S/GN p o pLLJ I Q • 80 'NO PARKING" SIGN Q Q zz ---------- 10 'SPEED L/M/T 20 MPH" SIGN MB MAILBOX CLUSTER p � 2606.41' I ------ ----- z FH FIRE HYDRANT o p 0 w z z � w 0 3: o' C/� Q o_ Q w o- 0 0 o Q SHEET C7.07 PW21-054 PROJECT NUMBER PW21-055 21062 SEC. 8, TWP. 23 N., RGE. 1 E., W.M. SEE SHEET C7.06 � •• � � 412 8+00 3 404 j a x i a 357 403 � •, 1koo 413 / 402 00 415 Q k� 416 358 417 401 418 414 / x °o °x 419 - .d � 420 FH �� ` • .d O� •` O 399 421 3 398 goo 00 0° 422 397 / 423 / 0 424 • ` Q o ° oo P-2 395 �X j 425 d / W .�I 394 1 W I � � 4 426 D-9 393 3 427 Q 392 428 FH a+00 1 . koo X 13+00 ------------ II p= 12f00 _ �— — �� SCALE: 1" = 40' 0 20 40 80 N�� Z2 V) W-2-2-2 o 0 0 o^N-.) 04 a': 04 J • o Z ": � N I w04 co co U co ~ N ? U � �U W Q � z CL a �Q z wN�'- 0) z > c �QaV 0 Z m 0 cn Lu N o Lo 1. MAILBOX L OCA TIONS AS SHOWN ON THESE PLANS HA VE a BEEN COORDINATED TH THE POST OFFICE IN PORT Z WI ORCHARD, WASHINGTON. o 2. FOR TYP/CAL ROAD SECTIONS, SEE SHEET C3.32. N 3. ALL SIGNS SHALL MEET MUTCD MIN/MUM SIGN RETROREFLECTIVITY REQUIREMENTS. 4. FOR POSTMASTER APPROVAL, SEE M1.01 POSTMASTER Q V APPROVAL PLAN. V V 5FOR OPEN SPACE/TRAIL S/GNAGE, SEE LANDSCAPE PLANS k V AND DETAILS. � CZ 6. NO PARKING SIGNS TO BE PRO VVED ON NON -PARKING SIDES OF THE STREET. CONTRACTOR SHALL COORD/NA TE o LOCAT/ON WITH PUBLIC WORKS /N THE FIELD. Q \ N 7. SPEED L/M/T SIGNS ARE TO BE INSTALLED /F DESIGN /S r\^ L BASED ON A POSTED SPEED LESS THAN 25 MPH. / COORDINATE LOCATION WITH PUBLIC WORKS /N THE FIELD. Q j 8. ALL ROADS EXCEPT MCCORM/CK VILLAGE DRIVE, ROAD B O AND GLENEAGLE AVE SW ARE TO BE POSTED WITH A Q Q SPEED L/M/T OF 20 MPH.Wv O p Q vz Q� LEGEND v 1C COMB/NA TION STREET NAME (POST PER COPO 500 \ W/ 6-BLADE PER COPO 501) � V ,I 2. "WETLAND SEMIS/T/VE AREA" SIGN C Q ,I O MUTCD Rl -1 'STOP " SIGN (POST PER COPO 500) v ,I 4C ADDRESS SIGN (POST PER COPO 500 W/ PR/VA TE � v 6"BLADE PER COPO 501) V 5C 18" STOP BAR PER COPO 4,30 (PLACED 4' BEH/ND EDGE OF CROSSWALK AT STOP CONTROLLED INTERSECTIONS PER COPO 429) W Z W ,I 6C 'NO PEDESTR/AN CROSSING" SIGN � v � ,I 7C 'WFRSECT/ON AHEAD" SIGN LLJ 8C 'NO PARKING" SIGN Q Q zz 1 'SPEED LIMIT 20 MPH" SIGN v Q v � u MB MAILBOX CLUSTER p FH FIRE HYDRANT o p � w w w z z o o' Q w 0 0 0 o Q SHEET C7. 08 PW21-054 PROJECT NUMBER PW21-055 21062 NOTES C707