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HomeMy WebLinkAboutSW6220201_Plansheet - Grading_Drainage Plan_20220510 (13)�CO / - n h N \ \ PAD 292.50 PAD 292.50 _ - / / NO rn PAD 290.80 _ N,-� O , /PAD 288. / N PAD 285.70 N qq I O N N / NN 137.28 LF ®1.92% 8" SDR 35 PVC--,r +- o�• ate. / / / GREENBAY STREET U-) is _ 50' R/W (PUBLIC & UTILITY ACCESS)- - - W h _ / U U7, -12+00 11 0 SS- 1 • O N \ �•� 5 N p M N �NN �O 2 U Q PAD 292.30 PAD 291.70 M / / 0 - -11 L ti --- - 2� / O M t, + N N ,of 246.29 LF 1.9 ® U k �S2q, g" SDR 35 PVC 6, 13+100 S CP - I SS - \ UTILITY -A ^`8 y �z PAD 289.30 2 PAD 284.80 PAD 286.90 0 GREENBAY R � 1i �M\A \N p0 PAD 280.90 1 ` N PAD 281.30,pN / PAD 281.60 PAD 279.90 ����PGGFSSI G 1$x00 `9s $ \\1 k8�8 # Gj, CO � I�1 LQ (00. �ss oo N� � ®'3 N y °d; Lk sb 5 1k6 PAD DX 89 $ 95 k�2� 6'I 1Sp�P' k22594 COP. 2256i ��� 1��61 1�xg1 / O� WNJ' 2 \5 A6 0 S G\ Al 15D DS LF^® G\ pp, 4. 0 59, 8" SDR SS SOR 35 pVG \yxB2I0 6$ 09 59 l4 R ` • ` GA ��j-Z 6 a / 35 p VC - 16 00 _ �F ®0 55% 8' ' � SRN J\ 0�1�l Q Zg20 • 0A 33 i \N / \2 2I \ 2 / Z xgo. o0 12 / 2j2' 560o / 15kk 6 p2 \4\\A t %- t'5 01 l �N 2 02 1 2 26a' OP :1 \M 6 9 C012 F\NJ\N2 26� I - - / // / G\�p��� O'er PAD 282.60 \NJ I a /� // / 5A �� G Lo PAD 280.700N Iw E00NL W o/ / / / �� F�5 ♦�\ �� N7 GJ 1 m Q FES Ac Ord N W M. 501 R/W (PUBLIC STREET) ROADWAY PROFILE 10+50 TO 19+00 305 305 HIGH POINT ELEV = 291.34 HIGH POINT STA = 11+39.67 PVI STA = 11+02.27 PVI ELEV = 294.22 A.D. _ -9.07% K = 30.23 274' VC w 300 N U 300 r7 �- 0 LO n N LOW POINT ELEV = 278.21 iO + LOW POINT STA = 16+44.15 N `O ^ 00o PVI STA = 16+33.80 PVI ELEV = 276.68 U) �? N A.D. = 6.00% 0 0 o to K= 34.52 295 � M o ^� 004 207' VC 295 CD Lo 00 CNN NpoiND r.,� �v c0 00 N OF- N�NZO pNN O Cq tD t'oD NO xH�» (�O ccoo � -�j x+M> / _ MU) WZ Z pj�4 cNo 0-co0 04 ro of Nco 8 UU)F-Z LO co 0 PO N �U.. to / \ U(N F-ZZ N nn n N ��U Of M 290 OLO = ro M I r- i 290 � w� � Lo00Lq N36" MINIMUM COVER N ce �r.o �o N00- O N MO�400 00 Np � +NNj ��NNCOCo NcOZ ZO „00 0)uw0) M0 tn�ZZjO �N Co °°HN,�N N >>> n^ HuZ Z ? NF-Z Z Z Mco( 00 cVN F- +N H LO Un F-Z Z Z 't y) Q> NO 1371.SDR 35 6" D R2 2LF ��\ = 04 xCO ZZ / - J+04Z.� 0 n N L0 N -00n Jw �+m,OQNbi "'NN O »00z0u7 Nvv03• 285�zz CnFzz o Z_ Z Z 285 10+72.6 ��r M to 0 n O O to N 02s4.2s n O Oo o11+651 26.50 LF ® 0.75% 15RCP N o `°°0°7 0 o oco .28 LF ®283.88 11+86.1 1 18 j ON N F- 0-N N ^N Nu)(0 N`N0®1 Z z co of N~ o o + N 929283.36 = 6no 04N ad N c°°pVC U> ^j�N0 ?O M00N?O 03 S. NM=z0n 4.92' RCp NZZ�r,N�NUQ» +m2�0 + ZZ +NZZ 0 LF ®1.929 8„ R 13+ 26 50 LF ®0.75% 15" RCP 59, \ c5 UU) Z Z 280 SD 35 pVC- 279.7s 13+o ° 1 5D L R p 280 13+71.2 3.19' 278.50 _ 0 1 59.50 GF \ / 1 R P3.219, 15„ - - - - 14+59.1 90•66 02% 24„ RCP 276.09 14+76.9 LF ®1• 1 79 F ®2 O �275.39 120' L 275 RCP 3.28' 275 26.50 LF ® 1.21% 15" RCP w 15.00 LF ®2.67% 18" RCP .Ld 8 " RCP 15.00 LF ®3.33% 24" RCP 150.05 LF ® 4.05% 8" SDR 35 PVC z7zao 15+S ) 8 r7 > 00~ 002728026.50 LF ® 1.89% 24 272.140 Q0 O+x+ 27' _ + (0 10 270 137.01 LF ®0.64% 8" SDR 35 PVC 270 94.33 LF ® 0.55% 8" SDR 35 PVC 0 SEWER LATERAL CROSSING WATER 0 SEWER LATERAL CROSSING STORM Li - - - - - EXISTING GRADE FINISHED GRADE 265 265 r') O CO � N r.,1 m r,) �t 0) 0) O 00 N M n F cD O rM n ro cD O r- O L N (00 p N N 6i O r` 6 cD ^ (6 rrl N r7 6i r` 0 co cd rM rn O� 0)rn p oo pco 00 00ib r ^ r ^ r n CC)^ co r CO CON N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com ``�� ARO,����' �2:pF SS0.•�L SEA 02 •• G I NE ••: ja��� U3-30-22 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 8 GREENBAY PROFILE CLIENT WOODSHIRE HUFF, LLC 2919 Breezewood Avenue - Suite 100 Fayetteville, North Carolina 28303 Phone: (910) 486-4864 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1775 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED MARCH 30, 2022 SHEET NUMBER C-5n 1