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Home My WebLink AboutDOA - 550 Willow St - Site Plan0033 -CALIPER PARKING/BUFFER —TREE note: hedge moples or other low mature height trees where under EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST - IN -BUFFER ZONES -SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT :INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) TOWN. OF BARNSTABLE. DEED BOOK 972 PAGE 313 N57; 19"E 9155:14' "crw:n awc- vel e ear ' . - 3..is t Nom: x. t soow . RPOW OF MBK 1443M Ban 072 PACE W3 20 x 4 IrI EXI NG P VED ARK FENCED a k t / ,YARD STORAGE / I W \$�f� C * 7J r4 1 "tM,? y to). 3, J�FF�RSo NAV (40.(0 W/De PRIV ATE) Im PERIMETER SITE PLAN 40- 0 40 80 120 Feet C.I. RING & COVER - LEBARON LA0910 OR EQ. OVER CLEANOUT//INSPECTION PORT TO GRADE. SCALE: I" = 40' 2 REQUIRED PER TRENCH 4'LOAM & SEED ALL: DISTURBED AREAS (TYP.)- -.._ 2 CU FT . - CONC, - TRENCH LENGTH VARIES, SEE PLAN VIEW MIRAFI 140NS \ FABRIC OVER TRENCH A ,]a" - r � xtnxarartaax u Mmr net uv \ t' uMBmat a MOgK � olam m Moxa ,,_ - . a - ,m awe x -an erne wa � ASG za fS` #550 \ s3• '®zoUQec SBy.MUM ' w wyr amus u um EXISTING PAVED PARKING- _— svAs ELEV. xIr PROPOSED PAVED PARKING B ,> \ ' , , � -Oaa n,tm E wiwt r nxi saw, uva ,e m IMa'a9 / A ftafte ' e We row *� 1ga *� ✓ivz f - Q pa� TO lb / Screening shall bebym minimum four foot n O wide planting stripip maintained with densely planted 1 O shrubs not less than five (5) feet in height. lb Shrubs shall be at least seventy-five percent (75X) evergreens. 2% MIN. SLOPE•OVER SYSTEM 4' LOAM & SEED CAPSTONE UNITS 1/2" x 5 1/4' 9' COVER Fiberglass Pins 25.5 5'MIN. TOP OF WALLEL- 4" PEASTONE L-4"PEASTONE 60 Crushed Rock or J 8" or 16" Unreinforced Concrete Step Leveling Pad Elevation -Step in Wall Note:. rMTT1. The leveling pad is to be Constructed of ED 1AN crushed stone or2000 psit unreinforced — concrete. OF I1AND IN WEST YARMOUTH, MA #554 & #550 WILLOW STREET_. •, . a SIZE (w x H x P67AI l ED LENGTH) 34.0 x 18.0 x85.4 0 0 0 0 0 0 0 2 CU FT CHAMBER -STORAGE - 14.7 CUBIC FEET OooOpOo000�000 CONC. MINIMUM INSTALLED STORAGE ' 31.0 CUBIC FEET-' O o 0 o O O o PREPARED FOR. WEIGHT 35 LBS. 00000000000000 TF �/} ry : {T� T+ rpm [a' OR APPROVED EQUAL 0 0 0 0 0 0 0 ASS 1V li� CONSTRUCTION W i JL®N SLEEVE PIPE TO ALLOW off 508-362-4541 MOVEMENT 1H OFAfq fax 508 362-9880 4-SQH40 PVG PAVEMENT CROSS SECTION ="°F' oANIE�SA° FITS INTO TOP \ .. _ _ OF CHAMBER o DANIELA. Gu, <� 'T NOT TO SCALE 6JA UANILL A. WALA VLA, HL down cape engineering, in c. SCALE: AS NOTED DATE: 6-30-06 C/VIL ENGINEERS REVISED: 9/19/06 (SPR COMMENTS) LAND SURVEYORS OVERVIEW& DETAIL SHEET SHEET 3 OF 3-. l 939 Main Street — YARMOUTHPORT, MASS. DATE 00-185ASSURANCE_CONSI\DWG\00-185 SITEPLAN3.DWG (DAO) transmission easement./ AROUND TREE 2 1/2x2 1/2-xl(r 4' LGAM.: & HYDROSEED RETENTION BASIN AREA NOT TO SCALE COARSE SAND BACKFILL AGAINST 1� ro I/ SPACED V-0' FROM TRUNK, OVERLAP 18' _ I \ ALL STAINED TAW IWOWN. „ DOWN EACH SIDE F+ `, _ FLARED END SECTION \TO' STAKES DRIVEN AT ANCLE AND OF TRENCH 40 MIL LINER FROM TOP PEASTONE/WALL = b - PULED VERIIGL WITH WRE MN 4'-0' BURIED 3' PEASTONE OVER PIPE SOLID H-20_ inv. 20.4 w 1� -- — — -1Y BELOW GRADE-: fl ' CORRUGATED HDPE PIPE T'-4• 11 I MIN 3' DEP SAUCER EL 23' -24'1 VARIES MW l \ KEYSTONE OR EQUAL RETAINING WALL UNITS ..75'-1.5' -DOUBLE 9 EL 20 i Q 1 18"X8" SET WITH 1" BATTER PER ROW FIBERGLASS PINS REQREIN ro Q HosE(F ID) NEW RACK A WASHED STONE OWNER'S ENGINEER TO INSPECT AT TIME OF INSTALLATION 6"X30' Crushed Rock or _ ADJUSTEDy. CLEAN SAND ONLY BENEATH BASIN- REMOVE ANY TOPSOIL, SUBSOIL OR OTHER UNSUITABLE MATERIAL- ENGINEER. TO INSPECT. Unreinforced Concrete DOUBLE SUM 12 GA BATA ANNEALED TINSIED WIRE WATER ELEV. 18.0 SORMTECH SC -310 CHAMBERS IN TRENCH CONFIGURATION GRASS LINED RETENTION AREA Leveling Pad req. CLEAN COMPACTED FILL ... p REMOVE TOP AND SUBSOIL FOR 5' HORIZONTALLY ORIZONTALLY ALL AROUND -NEW DRAINAGE !i REF. JEFFERSON AVE. LEVEL BETWEEN STRUCTURES NTS F OF IL FWRDOTBA AND REPLACE WITH CLEAN MEDIUM SAND DO � � ENDS DOWN BOTTOM OF LEACHING TRENCH ELEVATION 20.0 SET IN WASHED STONE, SEE SECTION SECTION TH R U D RAI NAG E � RETAINING WALL - CROSS SECTION ' 3 STNS EgWlY SPACED MIRAFl 140N ��,: s COMPACTED SUB-3RADE r NOT TO SCALE - 60 Crushed Rock or J 8" or 16" Unreinforced Concrete Step Leveling Pad Elevation -Step in Wall Note:. rMTT1. The leveling pad is to be Constructed of ED 1AN crushed stone or2000 psit unreinforced — concrete. OF I1AND IN WEST YARMOUTH, MA #554 & #550 WILLOW STREET_. •, . a SIZE (w x H x P67AI l ED LENGTH) 34.0 x 18.0 x85.4 0 0 0 0 0 0 0 2 CU FT CHAMBER -STORAGE - 14.7 CUBIC FEET OooOpOo000�000 CONC. MINIMUM INSTALLED STORAGE ' 31.0 CUBIC FEET-' O o 0 o O O o PREPARED FOR. WEIGHT 35 LBS. 00000000000000 TF �/} ry : {T� T+ rpm [a' OR APPROVED EQUAL 0 0 0 0 0 0 0 ASS 1V li� CONSTRUCTION W i JL®N SLEEVE PIPE TO ALLOW off 508-362-4541 MOVEMENT 1H OFAfq fax 508 362-9880 4-SQH40 PVG PAVEMENT CROSS SECTION ="°F' oANIE�SA° FITS INTO TOP \ .. _ _ OF CHAMBER o DANIELA. Gu, <� 'T NOT TO SCALE 6JA UANILL A. WALA VLA, HL down cape engineering, in c. SCALE: AS NOTED DATE: 6-30-06 C/VIL ENGINEERS REVISED: 9/19/06 (SPR COMMENTS) LAND SURVEYORS OVERVIEW& DETAIL SHEET SHEET 3 OF 3-. l 939 Main Street — YARMOUTHPORT, MASS. DATE 00-185ASSURANCE_CONSI\DWG\00-185 SITEPLAN3.DWG (DAO) AROUND TREE 2 1/2x2 1/2-xl(r FABRIC OVER NOT TO SCALE 1� I/ SPACED V-0' FROM TRUNK, OVERLAP 18' _ 77 STAINED TAW IWOWN. „ DOWN EACH SIDE `, II STAKES DRIVEN AT ANCLE AND OF TRENCH PULED VERIIGL WITH WRE MN 4'-0' BURIED 3' PEASTONE OVER PIPE SOLID H-20_ 1� fl CORRUGATED HDPE PIPE T'-4• 11 I MIN 3' DEP SAUCER ADS N-12 OR EQUAL INTO STORMTECH SC -310 CHAMBER MW ..75'-1.5' -DOUBLE 3' DEPTHSFlREDOED 81RK MULCH., FCa WASHED STONE OWNER'S ENGINEER TO INSPECT AT TIME OF INSTALLATION SURIAP FROM 34' REMOVE TOP AND SUBSOIL FOR 5' HORIZONTALLY ORIZONTALLY ALL AROUND -NEW DRAINAGE • - F OF IL FWRDOTBA AND REPLACE WITH CLEAN MEDIUM SAND r^ I > a � •,. I ��,: s COMPACTED SUB-3RADE r �1 SOL MIX TRENCH CROSS SECTION A -A ,z- x 3• CC BERM NTS INTEGRAL WITH TOP COURSE .. T' TOPCOAT ' MASS DPW U l� 4 CLEANOUT DETAIL "PE N Nis 2' BINDER . . (12 4M N• MN COVER TO GRADE LeBARON CAST IRON LA0910 - H-20 RATED FEMALE ADAPTOR & THREADED PLUG 00000000000000 PLANTING GRDTX DETAIL AE A1/3 POINTS 0000000EE PER TRENCH) BTOR►ECH 3C310 CHAMBER 0000000(2 0000000 00000000000000 12" RE -PROCESSED ASPHALT GRAVEL • •. NOMINAL CHAMBER SPECIFICATIONS 00000000000000 MEETING MDPW M1.03.1 VIB. ROLLER COMPACTED 60 Crushed Rock or J 8" or 16" Unreinforced Concrete Step Leveling Pad Elevation -Step in Wall Note:. rMTT1. The leveling pad is to be Constructed of ED 1AN crushed stone or2000 psit unreinforced — concrete. OF I1AND IN WEST YARMOUTH, MA #554 & #550 WILLOW STREET_. •, . a SIZE (w x H x P67AI l ED LENGTH) 34.0 x 18.0 x85.4 0 0 0 0 0 0 0 2 CU FT CHAMBER -STORAGE - 14.7 CUBIC FEET OooOpOo000�000 CONC. MINIMUM INSTALLED STORAGE ' 31.0 CUBIC FEET-' O o 0 o O O o PREPARED FOR. WEIGHT 35 LBS. 00000000000000 TF �/} ry : {T� T+ rpm [a' OR APPROVED EQUAL 0 0 0 0 0 0 0 ASS 1V li� CONSTRUCTION W i JL®N SLEEVE PIPE TO ALLOW off 508-362-4541 MOVEMENT 1H OFAfq fax 508 362-9880 4-SQH40 PVG PAVEMENT CROSS SECTION ="°F' oANIE�SA° FITS INTO TOP \ .. _ _ OF CHAMBER o DANIELA. Gu, <� 'T NOT TO SCALE 6JA UANILL A. WALA VLA, HL down cape engineering, in c. SCALE: AS NOTED DATE: 6-30-06 C/VIL ENGINEERS REVISED: 9/19/06 (SPR COMMENTS) LAND SURVEYORS OVERVIEW& DETAIL SHEET SHEET 3 OF 3-. l 939 Main Street — YARMOUTHPORT, MASS. DATE 00-185ASSURANCE_CONSI\DWG\00-185 SITEPLAN3.DWG (DAO)