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HomeMy WebLinkAbout203 Willow Street - Grading & Utilities Plan 2N I 1 /~ TOWN C'YARMOUTH AP,MOUTH CONSERVATION ASSESSORS MAP 103 180' "NIDE ELECTRIC EASEMENT PARCEL 28 25,72 ACRES i \ !EXISTINGTR ~ - n EDGE i,;ARtABLE ' �` N) � .. CB OF T` BE REMOVE _ - TAPPING- - - '.SLEEVE &- - : r 1 � VALVE _ .-m F , 0 -' _ ,� _ _ - OF X15TIN EDGE l �r^s`' s , t n P r- , N r' .�0.. .., t ...- Cn~ -. ¶_ - >�. �• -f0 I CALF rO^ ._. - :- - - . Q7.7 ', 'eta f •-' _ „F rEP 0 i1'✓ t . 5x rr ,, -BANK s22 UP ! J / 62.25` �SSE-SOPS F . l 107) PAR CFL 7 CB ' 1 r ` ES , d "ROOF,- \, R _ -, , @J BOC` 59 60 LEACI-i 47;50 � , 57 50x , 59.55 � 9. _ ' b , IrI a.. . -..,. �%59.9 ..,.:.,..PITS; Ir ,. 47 � � • �• - I '� 59.55 r•- i P RIP .RAP-- - 47:00" ' E Ca 1:1 JIM L j 2% 47.5 FINISH FLOOR i O C ! O v 59.90 m - - - BUILDING -, INV=42.5 a_lav, pEO .._, 1J A 4 _ , e . M ♦ i 'l t ` , _ AC r ';-� 10 N'1 Q J , - -- _ ,� ,,,, •` `r20r ANDSCAPE , VEGETATED WETLAND" ACCEPTING STORM WATER J1NOr_F FRCll'A WILLOW STREE; ; `,: , WFx i' 04 22.7 X''. r , A _ i COMMONWEALTH 1000, • N/F TOWN O YARMOUTH . SSESSORS MAP 103 LOCUS PROPERTY IS 7.PARCEL 9 38 ACRES GRE"A'FER THAN 100' TO. B0,RDERING VEGETATED '' Er_A•ND OI- LONG POND Or10 WF# 11 WIF# 12 WFP! 13 4i t .DBL CB3 R M=46.30 I ' FINISH FLOOR BASEMENT ELEV. FLR. t, ® _ - ; 60.00 ELEV. 47.50 59.55 BOC A H BASIN 11 ro R 1 �`,'` B ` RIM=VARIES ! -J 59.20 BOC �' i 1 INV(A)i=44.00 0.00 ; C6111. ! 59:30 60.80' B A INV(B)-38.00 I= 25 59.15 x 59.10 n x - 4 - ' NV C =43.00 ;' ( i - INV(OUT)=55.00 � c 12 RCP 5 2600 GAL w 1 `V t F L , (TYP)` '+ 0 TIGHT_ -TANK - r.%' _ , -, I - , 'a i U- N INV.-431 B C i d .91 TW 59.00 BW 58.00 �w p v 4" PVC �. DBL C82 62.50 ,; 1W61.50 Off' I P o S=2%' , r BW 59.00 N h'' - ; : ice, RIM=49.40 y INV(OUT)-46.90 _ 56.0 TW 61.50 8 56.4 BW 56.30 N 7.50 ro� 3 I i j 58.40 X59.6 ' ; r, r;;' r, - N BW 58.40�S f SEPTI / ! i 1•r 1 1 TANK DBOX y i" a1:i; AND LEACHING f' 1I 11 ( 1i AREA SEE _ .:i i 'i• i i �... TW 59,Q0 ..•� I ,- `,-�� r - !_ 7 �+ - SEPARATE PLAN) - _ r' BW, -56.4 G T D n 'n 1 e1 TW 7.00 a\ , r •' ' - � - r'Y� E"'""�' I'"""S -•, j �, ' • l i I+ III � ' BW 56..,,10,,,„1 ST"'� .- rte. ' - 1 r' IM=49.80 _ 9.0 0 ,•mss .rEe-" =' I n x ' 1 1 1 1 1 (1N =46.80 a f 12 HDPE -P- p V 44.3 ..................- 25 ..... .... . _ DMH1 1 i iNV C61_ IN =�1.7� I I I �, -_ . - ' t - / DBE 1;61 )- - INV DBL C61 IN) -51.40. RIM=55.50 - RECESSED ,.; - f .INV(OUT)=51.50 INV(OUT)=50.70 F ; t Y � 1 _ _ s -- -- - r 1 RAILROAD SSACNU SETTS i - MA EROSION CONTROL NOTES: 1. STORMWATER RETENTION AREA SHALL BE LINED WITH RIP -RAP AND USED AS TEMPORARY SEDIMENTATION BASIN DURING CONSTRUCTION, AND CLEANED OF SEDIMENT DURING AND UPON COMPLETION OF CONSTRUCTION. 2. HAYBALE BARRIERS AND SILT -SACKS SHALL BE INSTALLED AT ALL CATCH BASIN GRATE INLETS AND MAINTAINED DURING CONSTRUCTION. 3. EXCESS SOIL MATERIAL SHALL BE REMOVED FROM THE SITE TO MINIMIZE STOCKPILING. STOCKPILES REQUIRED ON-SITE SHALL BE IN THE PROPOSED MATERIALS STORAGE AREA WITH HAYBALE BARRIER AT THE TOE OF SLOPE. 4. SEDIMENT PRODUCING AREAS THAT REMAIN BARE FOR MORE THAN TWO MONTHS PRIOR TO INSTALLATION OF PERMANENT GROUND COVER SHALL BE COVERED WITH TEMORARY FAST-GROWING GRASS, MULCH, OR MATTING AS APPROPRIATE. LJ k I i r NOTES: 1.) ADS N-12 HDPE PIPE SHALL BE USED FOR STORM 11 DRAINAGE UNLESS RCP IS SPECIFICALLY SPECIFIED ON 2.) GOULDS NEMA 1(A-41) HIGH LIQUID LEVEL ALARM PANEL TO BE LOCATED INSIDE BUILDING. EXACT -' LOCATION TO BE DETERMINED BY OWNER. f I 3.) FLOOR DRAINS IN GARAGE TO BE TIED INTO TIGHT I TANK. SEE ARCHITECTURAL PLANS. I i t I 1 REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 3 9/08/03 ADD TIGHT TANK, BUFFER BCoiT tultw�rt CML L EM 44 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET `- IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & UTILITIES PLAN JUNE 21, 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 rETM 0 10 20. 40 FEET PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L. MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 SHEET 2 OF 4 JOB. NO: 4-8377.00