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Home My WebLink AboutSW6240105_Plansheet - Grading/Drainage Plan_20240424 (3) ■ sl e LEGEND: solutions EiP Oo EIP-EXISTING IRON PIPE civil engineering I land surveying MATCH LINE - SEE SHEET C-3.1 EPKO EPK-EXISTING PK NAIL 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 ERB office 910-426-6777 fax 1910-426-5777 license number I C-2354 I < I b � . � 7117L I OERB-EXISTING REBAR wwwAUsitesolutions.com J o COMPUTED POINT 1 - l o 245 N/F - NOW OR FORMERLY \ I rl� 1 10' PRIVATE f / �� R/W - RIGHT OF WAY ' r ACCESS EASEMENT �J r I /I ♦ I PROPERTY LINE 0�, c� �o \ __ � f _ _ ) �� _ ADJACENT PROPERTY LINE ````� CARO//�� I I ♦ .•••• ••. I � �� - � �� TIE LINE ♦♦ '� � �i I CA 1 I -- RIGHT-OF-WAY ♦�♦OQ.••FESS/0 I 1 �Z •O 2 w� WATER LINE `" CA 6 _ / l PROJECTED 100-YR srs SEA <'� WATER ELEVATION: OVERHEAD UTILITY i 54 55 TO BECSEEDED DITCH #6 7 11 12 238 94' �� 0274 WITHIN 7 DAYS TO BE REINFORCED CREEK WITH NAG S75 MATTING / WETLANDS STAPLE PATTERN D DIVERSION BERM TO REDIRECTCHE G NE ••.�v�1�♦� WEIR N DAM W/. siI AWAY FROM ROAD DITCNON SEDIMENT-LADEN H. A - � ) 1�) 30' 30' 30' VEGETATED BUFFER 'I��SL'OrT••g�``�`♦♦ CHECK DAM W/ / ( I EXISTING EASEMENT LINE /// �111'��,�� DITCH #33 (TYP) � WEIR IN CENTER TO BE REINFORCED WITH _ I - ♦ J I X FENCE LINE /' TO BE SEEDED 243.71 P (T ) NAG C125 MATTING _ _ TEMPORARY SEDIMENT TRAP #1 WITHIN 7 DAYS 1� l L-001 00-i w l IMMEDIATELY UPON CONSTRUCTION L=60', W=30', D=4' = 240 \ \, TREE LINE U �Z �'y _�Ol _001 _ 001 _ 0 l _ 001 _ 001_ 00l. v DIAL . . - .DUL . . . . .DI... DIV 0 D_30 SIDE SLOPES= 2:1 43.71 ► 242 - -\ DITCH #31 TOP OF BASIN: 240.00' ■ �� ' 230 MAJOR CONTOUR 7 TO BE SEEDED �10' UTILITY & BOTTOM OF BASIN: 236.00' 232 MINOR CONTOUR zao = f x 234.47 SPOT ELEVATION WITHIN 7 DAYS 6' EMERGENCY SPILLWAY: 239.00' ti°� �i DRAINAGE - REVISIONS 242 242.33 242.35 �42 24 p EASEMENT _ = SIDE SLOPES OF BASIN ARE TO """"' �" BENCHMARK 242.33 242.35 ^ BE SEEDED WITHIN SEVEN DAYS. 0 IV; SIGN SIGN Y\ log O ' *PLACE MATTING IN FLOW PATH f, ` r -- 240 __ = o THRU BASIN IS AFTER MBASIN m SSTREET OLIGHT DITCH #34 - 241.70 ti 241.70 � SFLOC S �- ��` 3�0 TO T( SEEDED 1 UTILITY �o LOC �fZUC`� DITCH 32 ' j�� INLET j / / _ PPS UTILITY POLE TO BE SEEDED' �� PROTECTION GUY WIRE WITHIN 7 DAYS 1 0 11�.. (TYP) r f/ / �� q . I WITHIN 7 DAYS UTj4j. `` l / r / Y fq . 24723 J INSTALL ENDWALL PER ♦ / / / / 0 TELEPHONE AEDESTAL NCDOT STANDARD 838.01 VE FIRE HYDRANT ❑o WATER METER CO PIPE 2 So, NAG S75 j r m : I ® INV 234.65 MATTING 15 ASPHALT 47.00 LF @ 0.53% 48" CLASS IV RCP / rl �S ' RIP RAP DISSIPATER �� /��G�)-4 PIPE 3 ( r i �- WETLANDS o c 23 L=32' W=12' 36' ' ` G� 48.00 LF @ 0.52% 48" CLASS IV RCP *PLACE MATTING IN FLOW PATH / p h UNSUITABLE SOILS 48 47 n / INV 234.40� �i 1< 2`' ,�h 0 O r M �� D�10" DMA,r15" -233.94 - `�� c O INSTALL ENDWALL PER THRU BASIN AFTER BASIN 7 -loc-LOC-LIMITS OF CONSTRUCTION < I 22 CLASS 1 22.5" THICK 23' ��° `��,Cp NCDOT STANDARD 838.01 AREA IS RECLAIMED =sF=�_ SILT FEhFOE L' NE- D �2' DITCH +11 234.40 T��TG,4,T ��d /TEMPORARY SEDIMENT TRAP 2 / / -aN -aN -JUTE NETTING BOTTOM #L=60', W=25', D=3.5' i CO)I N Ir PTO BE REINFORCED DITCH #30 /� ccF -INV 234.65 SIDE SLOPES= 2:1 -ory-ory-DIVERSION BERM 8- S`S, -�' INLET PROTECTION \ F J O TOP OF BASIN: 239.00' 14 p WITH RIP RAP 3� �� \ IV_D50=8" ��F��TJ \1 Z 6' EMERGENCY SPILLWAY* 238,00' 1 254.gg JBOTTOM OF BASIN: r 1 I\n i T \ ii. SIDE SLOPES OF BASIN ARE TO ' � 256.24 \\ 00.1 �� *RIP RAP TO DITCH 29 �' t*' 2 BE SEEDED WITHIN SEVEN DAYS. I o BE INSTALLED TO BE REINFORCED INV 23�4.40 ti Ai rQ� s'. 1 s 1 /233.12 IMMIEDIATELY UPON WITH RIP RAP 23 \\ 13 254.04\_ 98 CONSTRUCTION _ -s., . 234.40 __ `.., �� Dso-8" �' �� DITCH 28 DITCH #23 J 70 �s a : 232.g3 / L � o # TO BE REINFORCED / � -� TO BE REINFORCED (_ fn I DITCH #7 ? I \ BOTTOM 232' DITCH5 WITH NAG S75 MATTING WITH NA S75 MATTING DNG �EPS�' N 254.06 EGG - 1 J pG NAG S75 STAPLE PATTERN D (l TO BE REINFORCED I DITCH #8 ~ , �' MATTING \�A I\ v 2 w PROJECT NAME WITH NAG S75 MATTING �/ o. o \\` 251.92 \ STAPLE PATTERN D� TO BE REINFORCED \ RIP RAP DISSIPATER �� _?1 n / / STAPLE PATTERN WITH NAG S75 MATTING 233.50 4 L=32' W=12'/36' �� o 10'DRAINAGE GIEY & 251.g2 f \ Ds=10" DMA,r15" 24 f CLASS 1 22.5" THICK ` 2q2 EASEMENT �T' P� 5> 250 ELYSE V vo ��F / MM�� PGC� S /�- LIMITS OF CONSTRUCTION 242.74 �NSv V(\\\ (24.3 AC) 45 46 t 21 �21242.,4 L Gw P�g�\G MEADOWS � a� l v SO RI 16 ^ - r242.85 " ` SILT (N 245.04 2c � FENCING SUBDIVISION �c ,-�Al32 . co ��L (TYP) INLET �Q1 / / - .1 /. *241.51 1z DITCH 24 v PROTECTION l ,�(�� \. # (TYP) / / 233 TO BE REINFORCED _ DITCH #10 3 - �� a 241.51 L WITH NAG S75 MATTING TO BE SEEDED 0� ° / *PLACE MATTING IN FLOW PATH STAPLE PATTERN D \ 245 WITHIN 7 DA i _ YS 3 = e 0 2 00_LWO�L 00 MV 228.50 r�� - THRU BASIN AFTER BASIN I b3 25/ O AREA IS RECLAIMED ,- o / 39.29 / 231 232 232 DITCH #26 1 . V PIPE 6 3° `1 TO BE REINFORCED `'a I of 41.50 LF @ 0.60% 18" CLASS IV RCP 228.25 2 ' RIP RAP DISSIPATER / = WITH NAG S75 MATTING I �l 23g.27 INV 228.25 L=9' W=4.5'/10.5' ^ �✓ STAPLE PATTERN D O,N 238.49 232 \ Dw=8" DMAIr12" !' \ ^� ° �L (� 234.75�238.50 / DITCH #25 -� DETAILED CLASS B 18" THICK I r ti� � / r `� -gc �L� � v r,rr��\, �� DITCH #9 Oy �' TO BE REINFORCED 10' UTILITY EASEMENT DITCH #11 TO BE REINFORCED 2' DITCH 38.68 �3a WITH NAG S75 MATTING • �� TO BE SEEDED \ WITH NAG S75 MATTING BOTTOM ��F\� / STAPLE PATTERN D �\ STAPLE PATTERN D 24 GRADING AND WITHIN 7 DAYS U N PF �40�, \-OC \ \ 2' DITCH BOTTOM � \ \o yg j 26 233.12. P�\J�10' UTILITY & c� \ \ _/ p� G DRAINAGE EROSION ♦ 10� N-O EASEMENT \\226.31 \�� TEMPORARY SKIMMER BASIN #4 _ No U \ \ p L 80', W 40'_D 3' `Y _ TEMPORARY SEDIMENT TRAP #3 \ ➢ �' • �' CONTROL PLAN �y' SIDE SLOPES= 2:1 L=65', W=30', D=4' n \ t` GA J, .t _ 0 I w n TOP OF BASIN: 227.00' CA 3 - SIDE SLOPES- 2:1 m _ �� \ BOTTOM OF BASIN: 224.00' = TOP OF BASIN: 239.00' U) \ 8 - 27 �\ u ' EMERGENCY SPILLWAY: 226.00' BOTTOM OF BASIN: 235.50' rn 28 0, INVERT OF SKIMMER: 224.00' = 6' EMERGENCY SPILLWAY: 238.00' \ `1'O * � N CLIENT w PLACE MATTING IN FLOW PATH r SIDE SLOPES OF BASIN ARE TO SIDE SLOPES OF BASIN ARE TO so Cn THRU BASIN AFTER BASIN BE SEEDED WITHIN SEVEN DAYS. BE SEEDED WITHIN SEVEN DAYS. z \�E <uT AREA IS RECLAIMED \ \ **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) -1 5 (Q WITH 0.9" ORIFICE FOR DEWATERING THE CA2 11 U' TRIANGLE LAND Ld C SEDIMENT BASIN DURING CONSTRUCTION. 20 \ /� z - RIP RAP DISSIPATER - �' � � L_3' W=1'/3' 3°' _- 30 PARTNERS LLC _ Dsa 8" DMA,r12" �� , - / U, ) x CLASS B 18" THICK 30 / s `1 `Y 1 I ♦ `1 `1 `1' `1 30 - - i 0 00 -� I ♦ o z PO Box 5548 Cary, North Carolina 27512 + �ii/ �� / /I� �-" - ti t� _ , a ��s✓ \ ` J\ /� '� \ �I z Phone: (704) 608-3085 PROJECT INFORMATION Q I I N N DESIGNED BY: CALEB SHEET KEY ' I DRAWN BY: CALEB c ' C3.1 CHECKED BY: SCOTT 0 I N PROJECT NUMBER: 2000 m I C3.4 C3.3 DRAWING SCALE U W I I HORIZONTAL: 1"=60' U I I DATE RELEASED GRAPHIC SCALE 60 0 30 60 120 24o APRIL 22 2024 0 I Know what's below. a N I Call before you dig. W ( IN FEET ) SHEET NUMBER I I 1 inch = 60 ft. aC -302 I 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