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HomeMy WebLinkAboutFDP202200002 Plan - VSMP 2022-02-03' TMP 07800-00-00-017A PROPOSED RIPRAP / N/F TIRESUM LLC OUTFALL: L=7', W=5',D=2' / / / 20' SANITARY AREAS WITH SLOPE GREATER THAN 3:i. AREA TO DB 4417 PG 283 WITH GEO-FABRIC / c��cSEWER EASEMENT BE PLANTED WITH ILEX CORNUTA'DWARF BUFORD' DB 2290 PG 421(PLAT) UNDERLAYMENT / / �J / DB792 PG435 SHRUBS FOR STABILIZATION ON A 6'x6' GRID. ' UP / `�P/ 1 / / I / // //// �i i/// ®® / �/ ��® � / N/F PA TOPS S 0P0PING 0- 0CENTER LLC TIMP DB 2870 PG 643 I / /FIL�%PX�IfJ/ / // // �i i /� / / DB 4692 PG 584 (PLAT) I ���/�j /// // i �// O� FH • DB 1021 PG 410 (PLAT) TMP78-Y7A PROpOSEA/// £ /// / // /�// / / / /// / / / // / 20' WATERLINE / Z/ FFDC EASEMENT I / /// // /iD/fR� Cl / // / / -/ T -3 4.00 _ £ DB7gz PG435 ioo' STREAM // /// �// / EA. ROOF BUFFER I ) // ///// // // R/j 1 qE N9 / // ///i 12 B =3 1.00 . — //T`i3P-311T6//�/ � DOWNSPOUT TO REMAIN f GM EX O / // I2 DOWNSPOUTSTO II 0 j/ / // CONNECTTO s 7' /A// / / //// / /// / // / / // // �' OPOSED 6" ADS 5'�7 �'/H MAX. 0*61RFT� /'/ / / // // / / // / D N SYSTEM RE�TATNING.WAhL'W/,HAN RAY EXISTING ./////�/ j/// /////j / I BLOCK CONCRETEWAI�L'T6 TENEs6" / /// j/ /j % /j/ CROSS- y PR POSED 6" BUILDING / / j i ABOVE P VEJb1FN�T/F R // /� / // / / / j /j // SECTION C AD DRAIN PIPE �O�N ///// j// / /� //// L=5 S=o.6% 1 f TW=355.00 355.62 40'/ / /// / //// / // BW=350.0 COi ' FFE / / / PROPOSED / / // / /// // // / / ///// /// ///// / l CLEANOUT £ �FFE=3520 /5TOP=353-0 INV.= �. 350.00 1 �//� F��L�PL94N/ 4 20 D AINAGE /� / //�/ j// ��/ f 354 /INV. / //// EASEMENT 4001/ OUT=338.0 // �/ // 'DB. PG. EXISTING RIPRAP / / / / / / / i /��R9 ��/ /�� // :: �$ /• CROSS- OUTFACE -RIPRAP OVERGROWN ' / /j / / // // // / // //C0z /GiJARDR J / O / l SECTION B CUR \ \ \ m / / �/ CROP , AND SILTED UP. CONTRACTOR TO � / /j / �/// // / j // / / j //C EA, l3�Ti // i / ;/ / � /'./ pQ s a � IMPROVE RIPRAP OUTFALL TO / �// /// jS / / / /gyp i / j i PROPOSED 6" / PpC ALBEMARLE COUNTY PROPERTY / // @�$� �/ / - MB //�4D$9P�1N�IEE/ ��N�j 345° /. / D� ADS DRAIN �� F LINE // / i �/.'' TW=355.00 / o CURB 1. � / / // ✓•::' F / PROPOSED 18" 3 , S=i.O% CU / BW=351.0 GRATE INLET TOP=352.67 / ////�// // fi�i Awl .•': -�/-- 1�-- STR-i ; R INV.=34967 CURB PROPOSED 8" ADS DRAIN PIPE BENCHMARK -TOP L=i3.8' S=i.-" OFSDMH TMP 077QO-00-00-04100 /�,/ / /// / // / / / TOP=35439 COUNTYOF ALBEMARL/ / // / fit» �{ �.� 18" RCP 3 // // / / // / / ; OUT=348.69 BENCHMARK N_389 1 / /�/�:•SS �� ' E-i� 8i 6 R VED 494 7 4 / / // /SECTIONN ELEV- 00 �/ /� STR- / i /px \ PARKING SIGNS DES 355• / C/S€D(4?) SH� /-,, / 7 /.. .. / / V / u MUTA'DWARF / / STR- � �� � (3X) / F �fiQQEPLA Q �j/ /ON XC6%GR O�Vt / / l.• -. / "5I)2-3 / ( \ / / T E'��j'i$L/ �rl 0 I/ rj. _ HANDICAP / STA$NI / :.�.. / / PARKING SIGNS �// / / ,'. (4X) /d JLEj/� BUSSTOP SIGN/20'WATERUNE EASEMENT DB 792 PG 435 / PROPOSED VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT / s DB. . PG. o>EX. ROOF EXISTING / / DOWNSPOUT BLOCK / BUILDING TMP 07800-00-00-017G2 N/F CHARLES ROTGIN JR / DB 3880 PG 673 DB 1021 PG 410 (PLAT) 1 EX. ROOF DOWNSPOUT 1 1 1 1 1 � f 1 GRAPHIC SCALE 1 1 20 0 10 20 40 80 £ 1 � / IN 1 ( 1N FEET 1 inch = 20 ft. 1 w � � 1 N.F. w EX. ROOF w DOWNSPOUT 355 350 345 340 355 350 345 340 355 350 345 340 \ / / / / 71 / 3' PROPOSED J GRADE IL EX. GRADE LIMITS OF PRESERVED SLOPES 0+00 0+10 0+20 0+30 CROSS-SECTION A 355 350 345 340 0+40 0+50 N W w W ao PROPOSED PROPOSED a N In WALL GRADE J a 1 3.5' _ EX. GRAD 0+00 0+10 0+20 0+30 CROSS-SECTION B 0 W 0 355 350 345 340 0+40 0+50 VU) o_ PROPOSED uj o GRADE a PROPOSED J WALL d 2.5' — / EX. GRADE / 12.5 0+00 0+10 0+20 0+30 CROSS-SECTION C 355 350 345 340 0+40 0+50 6" HIGH TUBE — RAIL ALONG CONCRETE WALL c. c PROPOSED 10" CONC. WALL 0 Z p m w z 2 CL o 0- N J I U M N . O I U 1'-1" 10" 3" CLR 9 � 40 s0 _#57 STONE BACKFILL #4 BARS Q 12" (VERT) __� #4 @ 10" (HORIZ) 2" CLR #4 BARS @ 12" (DOWELS) #4 BARS ©12" #4 BARS © 12" (7)-#4 BARS a CONT 3" CLR CONCRETE WALL SECTION N.T.S SCOTT/R. Ct7LLIN' Lic. No. 035791 12/06/21 in in Z V/ w 0 0 z U 0 wO w Q V En w z 0 z o \H / w .. o LLJ cc o u/ I.f. > O C•M ® M m N M i N O N N > W J J > U) �n Cn W Lu U) O 0C:) N u w a V) JOB NO. 112066 SCALE 111=20� 3