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HomeMy WebLinkAboutSDP200900059 Legacy Document 2014-01-02 (2)LEGEND 0 ® BUMPER BLOCK © 6' CONCRETE SIDEWALK INVERT OF FENCE SCREENING SLOPE SEE DETAIL C10 HJ HANDICAP PARKING & SIGN N © FULL CUTOFF TYPE LIGHT 12' MOUNTING HEIGHT BLACK FINISH 1 OM METER WATER 5/8" 25.52 ACSA UTILITY CONTR. EXISTING N� BEYOND W.M. BY PLUMB. © CONNECTION BY PLUMBER ® HANDICAP RAMP (ADA STD) O SEWER LATERAL 6" UTILITY CONTR. EXISTING O TRASH ENCLOSURE ENCLOSURE TO BE GREATE IN HEIGHT THAN MAXIMUM HEIGHT OF RECEPTACLE. SEE DETAIL C 10 OU MECHANICAL UNITS O WATER LATERAL 1" ACSA UTILITY CONTR. EXISTING SLOPES ASPHALT PAVEMENT ' GREATER PAVING REPAIR THAN 25% L PARKING LOT STRIPING NOTES: K J F E II] C 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. DRAINAGE SUMMARY TABLE t LENGTH INVERT SLOPE R DESCRIPTION 1 15" HDPE 25.52 438.50 4.90% Q K J F E II] C 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. 3. HANDICAPPED SYMBOL & WILL BE BLUE. DRAINAGE SUMMARY TABLE t LENGTH INVERT SLOPE REMARKS DESCRIPTION 1 15" HDPE 25.52 438.50 4.90% Q N� FT G W Q z 2 24" 439.85 439.75 TOP= 443.75 NYLOPLAST CATCH BASIN w I Q OR VDOT EQ. J 3 15" HDPE 14.27 40.29% FT C) 4 DI -3A, 4' MH 445.80 445.70 LU TOP= 451.30 W/ ST -1 5 6X6 FILTERRA SEE DETAIL O UNIT (F1) SHEET C8 6 24" CMP 112 FT E 0.2% Q ALUMINIZED G J 7 24" CMP 112 FT O 0.2% I ALUMINIZED 8 24" CMP 112 FT 0.2% D ` ALUMINIZED DRAWN BY 9 6X4 FILTERRA I I DESIGNED BY SEE DETAIL UNIT (F2) CHECKED BY WM SHEET C8 10 15" HDPE 24.67 4311I.M 5.07% SCALE 1" = 101 FT REVISIONS: 11 24" 439.85 439.75 TOP= 442.00 i NYLOPLAST 04 -08 -13 OR VDOT EQ. 12 15" HDPE 96.12 4.58% FT 13 24" 444.35 444.25 TOP= 447.25 NYLOPLAST OR VDOT EQ. 14 15" HDPE 11.95 449.00 38.90% FT 15 MH -1 / 446.00 TOP= 453.10 MANIFOLD W/ ST -1 A SWALE SEE DETAIL SHEET C5 B SWALE SEE DETAIL SHEET C5 C SWALE SEE DETAIL SHEET C5 1/2 " PREFORMED EXPANSION JOINT FILLER WHERE ADJACENT TO BUILDING ENTRAINED CONIC - C LASS A3 AIR X57 STONE BASE - VARIES 1/4" RAD. 4" 4" AGGREGATE BASE COURSE-21B I-11 A C A PIITI I& 11 ►IA, I^ 271 6" NOTE: THIS PAVEMENT SECTION ~�95% COMPACTED / / DESIGN (LAYER THICKNESS) IS SUBGRADE BASED UPON A PRELIMINARY CBR E FILL 15 NEEDED) BACKFILL NOTE: VALUE OF 4.0, A RESILIENCY FINISH - TROWELE �WTHERE D EDG ES, BROOM FINISH ) FACTOR OF 1.0 AND 150 VPD SCORING EVERY 6 (5% MAX HCV). THESE VALUES EXPANSION JOINTS EVERY 30' MIN. SHALL BE VERIFIED BY THE SIDEWALK DETAIL GEOTECHNICAL ENGINEER UPON STD, PAVING DETAIL N.T.S. ESTABLISHMENT OF ROADWAY ' vG ) j brooll�- r( -,PROPOSED TREE LINE I I Imo-- 14.2 2 r 1� jj� f 4 N:V 8" HDPE (TYP.) I oelpr -4 ?17, 14T(7: L0C 77ON OF EX. "0' Sq ITARY .SLOE:; • EA�£ +14�T- -, I� JC')1) H LLG" CO#2N ECTIO DRfLN ► ; I E 11 I CON I .1 /•i Ll iZ� SUBGRADE. N.T.S. 6 -EX. TR S, TO REMAIN �; M 1/t 4'X6' FILTEkA 4 ti Sa AI.7 � .' P rJl .t : , �' , . UNIT (F2) 11I C. r �G / 4 SDR- -3 ! P 01% 1 � t EASLr EV -t - RC PVV /N 4,36.40 6'X6' FILTERRA UNIT (F1) -!t 111 r-)0Lk Els} OF IA M 1 (T)P ) n3 I � 1 + lid-)I 'v' I F 1 I. - 13 Z 6 WIN .` - 6 " -- I i I I I {? J !) /,- ANr1 l / 1VII1' I + }IVINr., , - I Mr �� � I I y I 1 / 10.0I I PARKING` II 1 SETBACK 1 it I ..1 I I 55 I .;r .0' r P 5AM 0 ASSOCIATES INC s 0T REFLEN 111141{:i 1,0MORRGri r � � i lye Cj .I .I r` I i i f� 1 30' FRONT YARD BUILDING SETBACK 1 FT" I LI \ L_, 1 111_ CONNECTION TO BE JACKED AND 11 �. BORED 1 II 1 I F I � Ci: r - I �� _ ri+'.r, l it Y• 0 ' 1 7v L 1xlwel I }f I I F"L��'1��C'�' �'I�t�L�J F[.:I!�L' R �`- I I � r r 1 1 �• C, Oil ffA }` EASN )VE -A WA7Z7? VAJ I"E- (n-rj BENChMARK I ' !,'r ' : I (TOP OF HYDRANT) 1FsF ELEV= 454.09 L 1 10 0 1 Scale 1 " = 11109 ' Iwww.balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING Il ; SITE DE1'ELCPMSNT ENG!NEERNG LAND Lr.4E PLANNING & ZONING j M LANDSCAPE ARCHITECTURE LAQ SURVEYING I ARCFIIT'ECTURE I STRUCTURAL ENG'NEERiL'G ikl TRANSPCRTATIJk ENGINEM"G EKVIRDN :tEN TAI 1, ICIL SCIENCE VIETLAIND DEL114EA7101S & STREAM EVALUATIONS Ik..:. L Balzer and Associates, Inc. 1561 Commerce Road -* Suite 401 Verona, VA 24482 540 -248 -3220 FAX 540 - 248 -3221 K �Ja. llyl, ULLl AlJVJLLGJi r', C6ri. No. 900 S, U ��� J 'ASCU Z' E A C B 10 -29 -13 12 -13 -13 J IzItI 30 j 1 I A SHEET NO. C4 JOB No. 50900017 t W Z Z Q N� G W Q z w I Q U J z C) W 06 o0 o LU T O � / z '- m E J Q Q G J I O I D ` DRAWN BY R I I DESIGNED BY RB CHECKED BY WM DATE 07 -27 -09 C SCALE 1" = 101 _ REVISIONS: 09- 15--09 i 04 -08 -13 B 10 -29 -13 12 -13 -13 J IzItI 30 j 1 I A SHEET NO. C4 JOB No. 50900017