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Home My WebLink AboutSW6220101_Plansheet - Grading/Drainage Plan_20220119 (2)LLJ - C/� - 3jS- '3j3 LLJ Lv / t7-1 - - -- -- -- -- -- -- -- -- -- -- -- l36j -363 - - _- - - _ 360 - - - - - 360 3S8 -356. 3SS 4 JO> _ NURSERY ROAD - SR 1117 I 60' R/W (PUBLIC) I /i O / ----------------- 18" RCP Z `-�`� ''INV: 365.47 INV: 363.78--- -- -- -- -- -- -- -- -- -- --�-- -- c<< -- -- -- c -- __--------�-- ERB _ -_-ERB ERB �C G / E g LOC L00 5 a , O LIMITS OF CONSTRUCTION- 5/a" - - - _ 5/a" 5/8' - a i- L6� LOC LOCH LO" ERB NAG SC150BN J 31.2 AC / NAG SC150BN TO BE INSTALLED IMMEDIATELY / U TO BE INSTALLED IMMEDIATELY LOC- SF SF SF g� UPON CONSSFTRUCTIONg� SF g� SF SF SF g� SF 001 1 E 001 001 E�001 001 001 001 001 Q I UPON CONSTRUCTION I 5/8" 5/g^ DIV DIV I DIV DIV DIV DIV DIV DIV DIV DIV DIV DIV DIV D D SDIV SDIV SDIV SDIV SDIV SDIV S IV S IV DI ERB ERB ��-� I127,E -- -- -- -- - -- -- -- -- - M I I O I WOODSHIRE PHASE ONE 1 p PB 2001, PG 1298 363.78 363.52 001 001 - SF DIV SF D 1 1 I o O -- �' \� 70 Z I \\ p 362.44 �0 362.80 362.30 4 D v Z7 15/g" 5/a.. - - -� 362.74 \ 361.73 S7ERB ERB\ //361.47 \ - 3s /3 s62 361.73 360.72 O 358.61- - - - 356.46 '354.32 /352.17 / 350.02Cn 4�1 o �0�11026GERBINLETIR F- 01 PROTECTION N 5/8„ / 5/8„ (TYP) - - - L - - - - ERB ,� ERB - - - - 361.60 - 362_'j CI-1 DUNBAR DRIVE - SR 2241 50' R/W (PUBLIC) LEGEND: PK O PK-PK NAIL EIR Oa EIP-EXISTING IRON PIPE EIS O EIS -EXISTING IRON STAKE ENLO ENL-EXISTING NAIL ERGO ERB-EXISTING REBAR N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PVC - POLYVINYL CHLORIDE RCP - REINFORCED CONCRETE PIPE CI - CURB INLET PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY ss SANITARY SEWER LINE FM FORCE MAIN LINE so STORM DRAINAGE WETLANDS PERMANENT EASEMENT X FENCE LINE TREE LINE x 208.47 SPOT ELEVATION BENCHMARK D4 WATER VALVE FIRE HYDRANT ❑❑- WATER METER ® CATCH BASIN TREE GRAVEL 0 SOIL WETLANDS 330 MAJOR CONTOUR 337 MINOR CONTOUR - Lac - Loc- LIMITS OF CONSTRUCTION - SF - SF - SILT FENCE LINE - - JUTE NETTING OINLET PROTECTION TO BE INSTALLED IMMEDIATELY J UPON CONSTRUCTION - 3'>0 EXTEND EXISTING \ -PIPE 8' BOTH SIDES 7 PAD 351.30 PAD 349.10 = TrT1 I A tm co co 461 462 m Ln I UPON CONSTRUCTION -mI - / - -.- I I I - �- m364 362.40 36190 361.0 360.00 .61.00 90 361.40 57.95 %353.40 %3� 0355 5695 551.20 350.20 348.00 If 153 363 360.71 34657o .5n I cn/ / S/ Su9 1 N 1 / w No CHECK DAM / I N 1 w w WITH WEIR 362 / / w N \ II (TYP) 360 360 / - 350 CI #15085 1 ® TIC 366.02 1/2" INV IN 362.19 ERB 356.62 / 358 3� - /356.74 35 1 \ 1 \ Know what's below, / 356.55 355 )aaL48 362.04 361.04 361.05��360.03 358.95-357.93 356.80 355.78 - 354.65 353.63 352.50 350.35 i'349.33361.75 361.25 1 o 360.74- \ 35 _ 1 359.72 357.61 355.46 353.32 / _/ 351.17 M 349.02 361.05� 360.04 360.05 359.03 357.95 / 356.93 / \�355.80 354.78 353.65�352.63 351.50 350.48 / 349.35/348.33 522 521 co / �I co / I / I r TEMPORARY ws ws wrn w 192.34\ �\ PAD 361.15 PAD 360.15 C) s > s \ w ;' �� 1 / S.. C ® 360.25- n CONSTRUCTION o SASS / /•3gy` DRAINAGE 349 / 519 M N (M i LID PAD 355.90 M N M M ENTRANCE. / ®- RCp -EASEMENT \� J / I / J a a6 _\ 358.9 S / 356.80 ` 354.65 / 352.5 \ 353-350.36 \ / 351 -348.2 346.06 C 15' R P � 362.69 �c� � _-- 1359.77.. - - - \-358.62�-�� --�� 356.51-��- � �-\- 354.36-� ��-352.21•.. � ��-��-� 350.07 ��- � ��--347.92- 5 UTILITY EASEMENT pI � --J.O� - inr ---BOG---� - •�'� - 26.00 LF C� 1.00%/ ��- - � -� � -- -- - -- -- -- --�-- -- -- �-- G ` - 18" CLASS IV RCP n' CI #15077 t7 /2" 1/2" � I _ - / 147.61 LF ®0.68q • CI-4 CI-6 CI-8 TIC 368.4. / ERB # ERB FES-50\ 18" CLgsS IV / I 358.50 1 `\ 360.55 INV IN 364.88 � � I I � / CI-3 RCP 3SS \ 134.00 LF ®2.87% ws w w 286.00 LF 03.08% w wQ INV OUT 364.71 LOC CI 15001 18" CLASS IV RCP 6' s s sz HARBORWOOD STREET st 18" CLASS IV RCP TIC 367.78 RIP RAP DISSIPATER / / > ' 26.00 LF @ 1.08% 1/2" INV IN 364.55 L=7.5' W=3.75'/8.8' 50' R/W (PUBLIC & UTILITY ACCESS)/ 26.00 LF @ 0.96% I / / ERB INV OUT 364.49 / 26.00 LF @ 0.98% 18" CLASS IV RCP 354.68 / 351.95 18" CLASS IV RCP CI-9 Ds�8" Dr�12' CLASS B 18" THICK / `''67 360.06 � 18" CLASS IV RCP - - - / CI-5 1 CI _7 352.85 PAD 363.30 _ - 1 G 362 359.74 358.62 356.51 �- 349.76 347.61 I f 154 ; �I . o 360 / ♦ ♦ .. / 352 - / 1 O i M I 454 n 363.20 / / DITCH #1 361 358.91 356.80 352.48 1, 1 350.0\5\ �. 347.90 / 345.76 360 252 352 48 \ 1 I 1349 D • I C\j I I (o TO BE REINFORCED I 362.7 WITH NAG SC150BN �I w TO BE INSTALLED IMMEDIATELY 0 362.10 ' / 2 w0� ws� 357.36 Call before you dig. ERB 1 s"�2\ \� 35 PAD 361.10 PAD 360.15 PAD 358.05 I I M 1 w /� 457 458 w I 1 ro C0 o I \ ro 355 356.80 356.30 354.23 v 3� 354.2 coLID M C0 M c M M 12.86 LF @ 2.33% 24 RCP \ .\ % / _ - 379 0DI-51 / 5/a" PP ERB I NAG SC150BN TO BE INSTALLED IMMEDIATELY` UPON CONSTRUCTION I I I I GROUND STABILIZATION CHART L \ f� 152 kp F. / ERB' �`�2� 4 \ 1 • 359.00 NAG SC150BN \ TO BE INSTALLED IMMEDIATELY \ UPON CONSTRUCTION \ ss\ \ \ / D 001 1 .� �- ��6 ws� s PAD 359.10 357 377 - - n \ 355.23 .356.37_ � 'I SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) 481 a Z } I J I 350 O� I wm 0 v 345.17 3 345.50 342.47 Of I l L� o ICo I � I M 4, 1 I 0345.60 I MI N -26 I °' PAD 345.60 / 345. li \344_36 DRAINAGE / -� \ 355.51m JB-56 5' UTILITY EASEMENT EASEMENT �EASEMENT / / ' -••� ( / 344.07 3.11 1.36IN35. 357.03 356.1192.43 LF � 2.@ CI-2715CLASS IV RCP ../ 354.975% m 3S8 / 18" CLASS IV RCP rT]\ �s6 I 35`s64 CI-22 w CI-23 349.53 w 344.90 _ 357.02 s 4. 3s>. I SS WOODPINE WAY \\ \ N �� 1 ♦\ � \ 1 50' R/W (PUBLIC & UTILITY ACCESS) I mho CI-2 /M // / 1 1 354.64 / 1 CA \ nq 26.00 LF @ 1.04% 354 97 18" CLASS IV RCP 1 1 I I . ) 352.46 353 00, ✓ 352.80 1 352.30 T I / 1 � I M I I M ml 1 \ I O co co LID N R�i 26.00 LF @ 0.99% 18" CLASS IV RCP LU Ul_Atot, iv CI-25 E B i�DRAINAGE�RCP \355.60 / N.353.40 \ 351.65 \ 345 39.93 336.01 340.25 / 338.72 336.30 ' 340.35 478 co 336. 477 cam0 c M PAD 340.35 C0 M M PAD 336.40 342.60 34, 338.85 336. > 339 335.20 \ 335 010 1 334.91 - 202.72 LF @ 4.81%� - 18" CLASS IV RCP ' 1 0 m \ 354.40 .� 356.15 1 - - - - ♦ / 5/a„\ DI-52 ? 355.45 354.84 - - - - - - 350.66 .. 347.61 - .. .. \ -.. - 52.48-.. �- -./�.. \ / f�150 1 ERB 939) / 355 1 353 /5' UTILITY \ EASEMENT S/ 347.91 330 \♦ �_� / <c ® 350.951 � • / 355.05 O • / / 960 1 \ / \ 1\ I PAD 355.80 R �\ \S" -3SS , CI #8609 DI-53_ i� w ♦ WOODSHIRE PHASE FOUR 353.65 J 355.36 HOOD 361.39 ♦ "�/ INV OUT 357.62 PB 2006, PG 316 9.04 LF @ 2.14% 18" RCP Ltd GD C.3.1 C3.2 \ / INV 354.06 J G 351.34 I ♦ \ / \ 76' `3> 3 SHEET KEY r\149�®S / 3; 9 / A9 , ♦ ♦ / / 30, GRAPHIC SCALE 1/2 , ♦ / / ERB 40 0 20 40 as 160 ♦ \ �� / - / �C ( IN FEET ) \ / � 148 ; 1 inch = 40 ft. ♦ / THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED CI #5700 / 352.20 351.20 349.15 346.15 LOC /LOC LOC / V IV PAD 354.00 PAD 352.20 I PAD 349.15 I LOC 'F IM / NAG S75 MATTING \� N i STAPLE PATTERN C M I TO BE INSTALLED IMMEDIATELY:) UPON CONSTRUCTION w c� w 1 I 486 487 488 489 I 490 / L0= _ - IO O. _ / �352.20 349.15 U / � r 351.70 346.15 I / 1 / I 1 59 / - - TEMPORARY SILT FENCE1 353.90 353.40 352.10 351.10 349.05 345.55 I 354.59 352.76 51.76 /\ 349.72 48.7 O I I I I 1 1 I I' // i 354.90 354.40 353.10 352.10 ,350.05 346.55 -� I I o l l l l 1 1 1 l 1 1 1 354 NAG S75 MATTING / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STAPLE PATTERN C MQ) I I I 1 TO BE INSTALLED IMMEDIATELY 350.14 UPON CONSTRUCTION 348 97 �� I \ 1 1 1 1( I I 1 1 1 1 1 1 1 V, 3S 1 ' 2�JB-54-• DI LOC-RIP RAP DISSIPATER LOC I 1 1 1 1 80.69 LF ® 0.509, 00, \ Deo= 0"WD �/15" t1ITE MPO35RARY DIVERSION BERM 1 1 1 1 1 1 1 I I I I I 1 I 1 LOC\ " RCP CA CLASS�1 2.5" THICK TO BE SEEDED WITHIN 7 DAYS LOC S- 5 347, \ o / DITCH #2 1 1 1 1 1 1 1 1 I I V FE1 ' TO BE REINFORCED 1/2" LOC / ,,/ WITH NAG SC150BN / I I / ERB �/ LOCH/LOC- LOC UTO BE PON INSTALCONSTLED IMMEDIATELY l / ION// / l/llll r ■ si e solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com ��!$�' \ I�CARO NN ��i .•••• ••. • 4� SEA • 0274 OH7-•22 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 DETAILED GRADING AND EROSION CONTROL PLAN CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910) 964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER