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HomeMy WebLinkAbout1180 Route 28 - Site Plan 2SNOTES: SITE DATA l Locus MAP LOT AREA BUILDING AREA PAVED AREA GREEN AREA 1. OWNER OF RECORD: OLE SALTS NOMINEE TRUST `\ (SQ.FT.t) (SQ.FT.t) (SQ.FT.t) (SQ.FT.t) JAMES R. GOODE AND KAREN E. GOODE, TRUSTEES Q�,o DEED BOOK 20114, PAGE 58 0 EXISTING 51,752 3,052 29,339 19,361 PLAN 1300K 200, PAGE 85 JAME PROPOSED 51,752 9,060 23,169 19,523 2. ZONING CLASSIFICATION: DISTRICT "132" POND q REVITALIZATION OVERLAY ARCHITECTURAL PARKING DISTRICT (R.O.A.D.), GROWTH INCENTIVE ZONE (GIZ) �r L S 3. PARCEL AREA = 1.188 ACRESt 12 EMPLOYEES =12 SPACES 600 SQ.FT. OF PUBLIC / 4. ASSESSORS MAP 60, PARCEL 3 SPACE @ 1 SPACE/150 SQ.FT.= 4 SPACES01 / \ TOTAL REQUIRED =16 SPACES '5. LOCUS FALLS WITHIN FLOOD ZONE B (ALONG \, PARKING PROVIDED =22 SPACES POND) AND FLOOD ZONE C AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR THE SCALE: 1 IN. 2000 FT. -2- ' - ZCi TOWN OF YARMOUTH- COMMUNITY PANEL Z) U �_ r 3 0 G NUMBER 250015 0004 C. 10 6. 6. ELEVATIONS REFER TO THE NATIONAL GEODETIC x ` \ VERTICAL DATUM OF 1929. SEE BENCHMARK 0 - ON PLAN. i a -'` JAMES POND �9`'"�Ut 7. EXISTING CONDITIONS INCLUDING TOPOGRAPHY WERE O \fop OBTAINED BY FIELD SURVEY ON OCTOBER 31, 2005, °Oyu NOVEMBER 11, 2005 JUNE 1, 2007. 400 \ 11�p 8. PROPOSED ADDITION CREATES NO ADDITIONAL IMPERVIOUS AREAS. THIS PLAN PROPOSES TO REDUCE - - - - - PROPOSED `- THE TOTAL IMPERVIOUS AREA BY 162+/- S.F. 1 EROSION CONTROL _ \ \`'� 9. ALL EXISTING DRAINAGE STRUCTURES ARE TO BE CLEANED OUT AND INSPECTED PRIOR TO FINAL 40 PAVING. EXISTINPAVEMENT MIRAFI 140N FILTER FABRIC OVER STONE ROOF LEADER 4" PRECAST SLAB TOP ,lav 1 .; r--?'__ - - -- /-OVERFLOW --11Y � ��' ��\ � _ _\ � ter._ 4' DIA WITH 18" DIA 30 0' i - \�'� z CONNECTOR BOOT CONC. COVER (MIN) i% i/ �� cF oF��� - SPLASH BLOCK / - % per\\ - --` 1 - i ao MEDIUM DUTY CAST IRON FRAME 11 q M� z &GRATE ROUND USE / / aor V£ fN xr 1 . FxSr; \ (ROUND) PROPOSED II '/ \2c ` PROPOSE(' oy o ��` j CF t b Via: �cc,Tr e;as,N o 6" MIN RIM AT FINISHED GRADE.)SET ROOF DRAIN DRY II Ili FLOOR ELEV.=23.6' O2� �* �.�` rtpd=;9.5 .� Ri�<- PROPOSED ` 2 LEBARON R918 OR EQUAL ' EROSION CONTROL C9 S=1.0% MIN 1"-1 WELL (SEE DETAIL) �U ¢�Q TR p!� �\\� z CONSTRUCTION NOTES RIM=20.0 '�e II i // % ick opo ���. o CONSTRU ; > SEAL CAST IRON FRAME A. UTILITIES PROPOSED !� �` (OqOj� 0 �,y ��\\��` / WAREHOUSE `-� �G 2p /_ \����`� m 3' WITH CONCRETE MORTAR 1. All utilities existing underground shall be protected and/or modified in accordance with o Il Il �/ (6,008 SQ,FT.t) ti�-' i \� ���' `0 \ / BRICKS AND MORTAR the standards and specifications of the individual utility companies concerned. § i �' :.\ 6" PVC OR 5-5 Installation of an utilities must be coordinated with the utility companies, who shall. - �� ` / FOR ADJUSTMENT y y p �{ / / PROPOSED` -20 �� ADS (N-12) be notified prior to the commencement of work. All waterworks shall 'be constructed /i ZZ ROOF DRAIN DRY �1 DRAIN PIPE 1' MIN j SHOREY LEACHING CATCH accordance with local and state requirements. This work shall be coordinated to in WELL (SEE DETAIL) R\ / ,� ,\ .,� ,� ,� ,\ ,\ >\ BASIN LCB-600-H-20,REMOmaintain a minimum period of service interruption. II f / i / i a RIM=20.1 \EXISTING ISLAND / 3/4" TO 1 1 /2' I�8' DIA.OR EQUAL. p p > 30-d // �y l i i EXISTING I WASHED STONE / B. PAVED ENT �• , Q. it I / / / - , PAVEMENT /1 NOTES: 1. The pavement patches shall consist of two courses of Class 1 bituminous concrete; a r ill ;E III I /'/'� / % / NTRANCE NEW 1 1" top course and a 2.5" binder course. The job mix formula shall meet the Mass. - PLANTINGS EXISTING 7 1. ALL ROOF AREA RUNOFF FROM THE PROPOSED ADDITION SHALL BE COLLECTED IN DPW'Standard Specification M3.11.03 for binder and top courses. . The construction 30.0 NEw PROPOSED PAVEMENT / methods shall meet Mass. DPW Standard Specifications Section 460. No pavement -a _ � % PiANnlucs 6" CURB �/ GUTTERS AND DOWNSPOUT SYSTEMS OR DRIP TRENCH SYSTEMS CONTAINING WASHED p III W work shall be done during rain weather, upon saturated surfaces, where water, is STONE AND PERFORATED CO"_LECTION PIPES. AND DIRECTED TO THE SEEPAGE PIT. g y p standing, where the temperature is lower than 40•F, or where frost is in the ground. II I ENTRANCE /�1O _ , a1 2. THE SEEPAGE PIT SHOWN IN THIS DETAIL IS DESIGNED TO HANDLE 3000 SQ. FT. OF The subbase processed gravel shall meet Mass. DPW Standard Specification M1.03.1 for 11 1 DIIA�NIINGI /ROOF AREA. EQUIVALENT INFILTRATION DESIGNS/TO BE CONSIDERED MUST HAVE Aprocessed gravel13o t MINIMUM WATER STORAGE VOLUME EQUAL TO 1 2 INCH OF RUNOFF OVER THE A / CONTRIBUTING ROOF AREA. C. DRAINAGE Il EXISTING ® 1, Provide drainage facilities as shown. Any loamy-sand, silt-loam; silt, clay or other I 11 1 4!/ unsuitable material encountered on the sidewalls of the excavation for the leaching 11 BUILDING z i © C fl y 3. SEEPAGE PITS SHALL BE LOCATED AS FOLLOWS: 252' I z ,�! areas shall be removed to a minimum distance of 5 feet outside the perimeter of ' (3,052 SQ.FT.t) ¢ 11 I % ? co r - NOT CLOSER THAN 10 FEET FROM A FOUNDATION WALL OR STRUCTURE. _ RAMP !! ® 1 21 ! the leaching area and replaced with clean gravel or sand material, having a minimum - AWAY FROM VEHICULAR TRAFFIC AREAS UNLESS DESIGNED FOR H-20 LOADING. a: < i6 EXISTING j percolation rate in its original location and after placement of 2 MPI. If unsuitable II o`PAVEMENT / c 1 ; - NO TREES SHALL BE LOCATED 1M THIN 10 FEET OF THE SEEPAGE PIT. material is encountered at the base of the excavation for the leaching area, said soil / to 20' 1l THE BOTTTOM OF THE SEEPAGE PIT SHALL BE ABOVE THE SEASONAL MAXIMUM it I 1 GROUNDWATER ELEVATION AS DETERMINED BY SOIL EVALUATION PER MASS shall be removed and replaced with 2 MPI soil until naturally occurring permeable u 1 ® 15 < material is encountered. TITLE 5 CRITERIA 2. scheduled and the inspecting 9 / II I FLOOR ELEV:=23.6 QO �1 3 the I f II h I All construction must be Engineer so as #o be _r available for inspections to Final cleanup shall include e c eaning o a existing catch basins, each pits 30.0' %� I // EXISTING PAVEMENT`TO i =� _ II BE SEALCOATED AND ^ ® ,, ,__�E ROOF DRAIN DRY WELL DETAIL and manholes. ' - - - - - - RE-STRIPED AS SHOWN (`> XISTING PAVEMENT TO J 4. All drainage piping shall be 6" diameter ADS polyethylene pipe or equal. SHOWROOM ry BE SEALCOATED AND 1 o > w (NC SCALE) 5. All cast iron frames and grates shall be 24" square heavy duty (H-20) w ENTRANCE / iJ RE-STRIPED AS SHOWN ! r 1 !f s� / 6. Use Lebaron LF 248-2 or approved equal. U u L `,„ / n frames and covers shall be 24" diameter heavy duty (H-20) a -- -�� All cast iro \ - - - - - / V Ilk, REMOVE 7, use Lebaron LA 248-2 or approved equal. EXISTING ISLAND f .,�%� j ANT Frame for grate or cover shall be brought to grade with hard red brick and mortar. g, Provide rete collar surrounding conc cocast iron frame for grates and covers. \\��� 23.6 22.9 121.08' _ 108.24' r �i . ( - - - - -- - DRIVEN R 1-1/2' TO 2' INTO GROUND FILTER FABRIC BENCHMARK: BRASS RIVET F7 IN CONCRETE HEADWALL - ---------- ---------- ELEV:=22.51 NGVD 1929 SIDEWALK - - - - - - - - - - - - - - - - - - - - - = - - - - - - AL - - ___=____-- SIDEWALK - FJOW NATURAL STATE HIGHWAY ROUTE 28 GRADE _ _j1'_ 0 10 20 40 80` FEET ' TAMPED L=n 0 5 10 V _Y_ _-. �.� _ _ _ � . --✓ 20 METERS SOIL1 ANCHOR - - 6" h-- TRENCH SIDEWALKFOR SILT FENCE USE ENVIROFENCE - ----------------------------------------------------------------------- OR APPROVED EQUAL. INSTALL BY RECOMMENDED TOE-IN TRENCH METHOD. SILT FENCE SEDIMENT BARRIER DETAIL (NO SCALE) LEGEND xx EXISTING CONTOUR X.x EXISTING SPOT ELEVATION UP UTILITY POLE OHw OVERHEAD WIRES QS SEPTIC SYSTEM MANHOLE TO TELEPHONE MANHOLE COPYRIGHT 2007, BY SCHOFIELD BROTHERS OF CAPE COD 0-10422