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HomeMy WebLinkAboutSDP198000021 Plan - Other (not approved) Drainage or Detention Plan and Comps. 1980-03-17I Li 71 itf;_.All 11 to]] I I I Albermarle Count y VVKR Incorporated .Architecture Engineering Planning Project Number • 80302 Site Development Plan Date • 17 March 1980 R 13 11 F] 11 6 7 8 9 11 E ::::::::::::.......... :::: I ::,::::::: t::::!::"i!!-.:':: T: "t-rw.!: ':PGOPERTY OF ' • • i ... C' CoYNE E 'oL,gNY CO. / - - I • j 0 / / ; ROP�ERT SNOFFNEQ, TQus TEE -440 437,E .., 437o INYT4:57,1 r � -L1 M IT I= / T>= M PoRAR GONTUTI, / STRAW 'E5Avr== RETENTION P4ND -IE DI IMEN T +4510 'STORAGE = C ,j LIMIT -OF low 440 goo pips T E i t PCB FAA 1 OUTLET tit T .- '�� ' , p �,,,►•�`'s•� _ � -- -- 4 3 8 _ ,sue t A L L- CFI . �� I 7- \/P H i, 7 EW. I /OGREeo S TEMPORARY LIEBIG INTERNATIONAL INC. P a1t l T I %5_1C0TT.5 ++✓1_1 _1 E T A l ,'f I Imo P! AC , E L) TC �� L I , I " � C ' . I I`�.UC-7u I, I `� A C .i I TAti-, Y PV-?,0PF—_TY LINE SHALL ESE LIMIT OI= C,0r4STl' T10W I "o-v E\P&I SITE PLAN GRADING AND DRAINAGE SCALE: I�30� I I 1iI PEjQL1I FED 7`rTttLIA I 2,1 H6)Tr ' ALL �I � �'-a" �IiI.� x W1 -0" 4-OW_4 , P5r�PENOICL4.A� �PAk�.IN4 IQ(1AIN) 5A°F. COA ; NOTES: ,l. PROPERTY LINES, PROPERTY OWNERS, & TOPOGRAPHIC FEATURES TAKEN FROM SURVEY BY R.O. SNOW & ASSOCIATES CHARLOTTESVILLE, VIRGINIA DATES FEB. 13, 1980. 2. BSI: ESTABLISHED FROM U.S.C.& G.S. DATUM. NAIL IN BASE OF UTILITY POLE, ELEVATION 442.8Q. 3. STORM DRAINS PIPE AND FITTINGS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM SPECIFICATION C76-76, CLASS 3, MINIMUM. 4. DI-3A's EW-1, ANTE EW-8 SHALL CONFORM TO VDH&T STANDARDS AND SPECIFICATIONS. 5, THE SITE HAS BEEN LAID OUT TO CREATE A BALANCED GRADING CONDITION. CONTRIBUTING 6. STRUCTURE DRAINAGE AREA ENTRANCE CULVERT 4. 5Ac . DROP MET I 0.27Ac. DROP INLET 2 0.I9Ac. DROP INLET 3 0.43Ac. f /d ttf . �i ttdfit No SCALG-: T\1/f1_:;'1GAL 5PLL AY E(:TI IN NO SEAL I, 2 WIPTI- INDICATSP ,ZQ(M IN) V C) H ;'T P S -5 ,R,i M 'OAT TY=' 'A� PA ENT CTI O N No SCALE PA P 4-5-R /-0 ; 0 9 �t }� PI��';`=�� 0V S p Q A I , I N 5"i'f \ U . IN i? � � ����,,} /^t �'`�i �...€ �.. 4!'! � S'. �� �� f.,% 7 ��t� ,�,.! ` .�.::�` � i.1 �"'•�s.`..���z�.� a-.'�",-,.' �,It"�`".1�.�.,+���I ld 7YPICA]: kOADWAI �) 1 T H STATE, Ott T No :5CALC 0I4F,:� FLt 1 FIN, FL._ EL.Ev 4--G,0 T"Ih,NLI�AGTI.1' Ii�IC,� f I.-lA �lt.�L!� 65 'i _ F 16 16; H © 1978 by The VVKR Partnership OC �� >W U Date: 1,9&0 Scale: II = 3oI Project No: go ;�;o-, Sheet No: C I 4 10 w OVERHEA D ELECT ,, TELE LINES m IOWOPERT YOFF COYNE 4_ OELANY CO. D.B. 639 - /39-/9/ (PLAT) A F /P /P ►- S 330 33w &.000 ACRES LIEBIG l/VTERNATONAL /NCORP. O..3. �8G -852 SCOTT5Vbi_.LE G1 1'KI�T SITE PLAN DIMENSIONAL LAYOUT 8► EXTERIOR UTILITIES SCALE: I" = 30' i 3 N� /. P. 1 TO CHARL07TC5V/LLE ,FZO,�3ERT 3/-1OFFIVER, TR(1STE E 0.,5. 366- 573 - 289- 390 NOTES: 1. 12" DUCTILE IRON WATER LINE & 6" GAS LINE WERE LAIN IN THE SAME TRENCH AT APPROXIMATELY THE SAME ELEVATION. 2. UTILITY MRNERS : a. ELECTRIC LINES - VEPCO (VIRGINIA ELECTRIC & POWER COMPANY) b. TELEPHONE LINES - VT&T (VIRGINIA TELEPHONE & TELEGRAPH) c . WATER LINE - ALBELkRLE COUNTY SERVICE AUTHORITY d. GAS LINE - CITY OF CHARLOTTESVILLE 3. PROPERTY LINES & PROPERTY OWNERS TAKEN FROM SURVEY BY R. 0. SNOW & ASSOCIATES, CHARLOTTESVILLE, VIRGINIA, DATED FEB. 13, 1950. 4. SANITARY SEWER PIPE AND FITTINGS SHALL BE EITHER NON -REINFORCED CONCRETE OR VITRIFIED CLAY, EXTRA STRENGTH. NON - REINFORCED CONCRETE SHALL CONFORM TO ASTM SPECIFICATION C14-75, CLASS 3, MINIMU-M. VITRIFIED CLAY, EXTRA STRENGTH, SHALL CONFORM TO ASTM SPECIFICATION C700-77. 5. 6 INCH PIPE FOR FIRE WATER SHALL BE DUCTILE IRON. PIPE SHALL CONFORM TO ffiMA `C 151/ 21.51-76 AND SHALL BE CLASS 50. FITTINGS SHALL CONFORM TO ANSI/A:MgA C 110-77. PIPE AND FITTINGS SHALL BE CEMENT LINED AND BITURINOUS COATED. 6., 2 INCH PIPE FOR DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER WITH FLARED CONNEC- TIONS. 7. ALL RADII ARE TO FACE OF CURB. LE(3EN PA r r� r VA10, �_: Corr- P-JET U P G C_*�\ s r t Ni f"kOR, t .. —A-4o C__ 0 W TO u Date: 11 Scale: !II = col Project No: e,o�,o2 Sheet No: C!2 © 1978 by The VVKR Partnership 1 2 i 3 i __ 4 _ __ i __ �. _ g 7 I 8 9 10 FAI A A F=_ 11 1 a /t ,; IC-7 IN .......... L.����.:.��r.:���. ���.�. �w��..��w..}w....r��:.���_v...L.....t���.�r...._._��._....._�.�.R.��.�Y_w_....�.�._.....a��.�.�.�e....._.�.......��._r.�_.��...��...��.�.��,�����_��.����.��.�TMkr Scale: I Project No: Sheet No - "Al