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HomeMy WebLinkAbout83-1834 - Site Plan002SITE DATA LOT AREA BUILDING AREA PAVED AREA GREEN AREA (SQ.FT.±) (SQ.FT.±) (SQ.FT.±) (SQ.FT.±) EXISTING 51,752 3,052 29,339 19,361 PROPOSED 51,752 9,060 23,169 19,523 PARKING 12 EMPLOYEES =12 SPACES 600 SQ.FT. OF PUBLIC SPACE @ 1 SPACE/150 SQ.FT.= 4 SPACES TOTAL REQUIRED =16 SPACES i PARKING PROVIDED =21 SPACES JAMES POND `.`OF PO ` OCq Tep �..77 a11�0 PROPOSED EROSION CONTROL-_ EXISTING � „ =.:... � .. .��•... MIRAFI 140N FILTER - PAVEMENT _ ' �• FABRIC OVER STONE ROOF LEADER 4' PRECAST'SLAB TOP _ OVERFLOW 4' DIA WITH 18" DIA II Rk1=1 7 _ 1_ _ a `\ `+� '� p CONNIE OR BOOT CONC. COVER (MIN) �. II 30.0' (�'- SPLASH TBLOCK MEDIUM DUTY CAST IRON FRAME & GRATE ROUND USE a 6" MIN LEBARON R918 OR EQUAL) SET / �o F4 RIM AT FINISHED GRADE. II II �2p PROPOSED p a w �'��� PROPOSED PROPOSED If /' - - -._ FLOOR ELEV.=23.6' 02 ���� I��`� EROSION CONTROL. _ C� S=1.0% MIN 12 11117 ROOF DRAIN DRY II �: �_, / Q o p �` ��� Z I` �� �_.� > SEAL CAST IRON FRAME WELL (SEE DETAIL) Qi �I (` %/! / / r 40� �� rRUGk ROpOS �� c _ CJ RIM=20.0 1 II �1 �\ PROPOSED ADDITION �' �� AGING i ��� �� <O ea �� a / \\ m 3' WITH CONCRETE MORTAR II \/ , OFFICE = 3,000 SQ.FT.± / '� -ZONE i ��\\� \ 5.5' / BRICKS AND MORTAR o ) i /, WAREHOUSE = 3,008 SQ -FT.± ��»,�. 6" PVC OR f \ FOR ADJUSTMENT II Ix ,� ! .� 6,008 SQ,FT,/±uFaaJ •d / ADS (N-1 2 ) CHING OE CATCHPROPOSED /I DRAIN PIPE 1' MIN, ROOFDRBASIN LCB -600-H-20, WELL (SEE DETAIL) REMOVE 3/4- TO 1 1 2" 8'DIA-OR EQUAL. RIM=201 ExlsnNc ISLAND WASHED STONE { 30.0' EXISTING PAVEMENT NOTES! ENTRANCEI NEW PLANTINGS PAVEMENT J 1. ALL ROOF AREA RUNOFF FROM THE PROPOSED ADDITION SHALL BE COLLECTED IN /.. <- y -i -z _ - PROPOSED / 30.0' N / ;- ; ; / / '//iAN¶Ncs fl GUTTERS AND DOWNSPOUT SYSTEMS OR DRIP TRENCH SYSTEMS CONTAINING WASHED / 6" CURB / STONE AND PERFORATED COLLECTION PIPES, AND DIRECTED TO THE SEEPAGE PIT. 2. THE SEEPAGE PIT SHOWN IN THIS DETAIL IS DESIGNED TO HANDLE 3000 SQ. FT. OF ( ENTRANCE /16 „ t2 J ROOF AREA. EQUIVALENT INFILTRATION DESIGNS TO BE CONSIDERED MUST HAVE A #_ r7 tel/ MINIMUM WATER STORAGE VOLUME EQUAL TO 1/2 INCH OF RUNOFF OVER THE 11 0// CONTRIBUTING ROOF AREA. PLANTINGS Ill ` 11 ! I EXISTING ll_ 16 �// _ 3. SEEPAGE PITS SHALL BE LOCATED AS FOLLOWS: BUILDING ca', o/ I Z lI ® 10 o°I o i - NOT CLOSER THAN 10 FEET FROM A FOUNDATION WALL OR STRUCTURE. 25.2 1-- (3,052 SQ.FT.t) Q / Q - AWAY FROM VEHICULAR TRAFFIC AREAS UNLESS DESIGNED FOR H-20 LOADING. II I W RAMP 15 EXISTING j - NO TREES SHALL BE LOCATED WITHIN 10 FEET OF THE SEEPAGE PIT. II { >' 1� 2a o PAVEMENT - THE BOTTTOM OF THE SEEPAGE PIT SHALL BE ABOVE THE SEASONAL MAXIMUM II I O ------ GROUNDWATER ELEVATION AS DETERMINED BY SOIL EVALUATION PER MASS II I :- © is // TITLE 5 CRITERIA II I 1 1 II FLOOR ELEV: =23.6 I/® EXISTING PAVEMENT=It TO BE SEALCOATED AND O ;J ROOF DRAIN -DRY WELL DETAIL - �rn ,/ Ilk iii "- ---�/ `. SIDEWALK STATE HIGHWAY LEGEND xx EXISTING CONTOUR x.x EXISTING SPOT ELEVATION UP UTILITY POLE oHw OVERHEAD WIRES QS SEPTIC SYSTEM MANHOLE 0T TELEPHONE MANHOLE BENCHMARK: BRASS RIVET - IN CONCRETE HEADWALL - _ - - - ELEV: =22.51 NGVD 1929- ` y SIDEWALK ROUTE 28 SIDEWALK - - - - - - - - - - - - - - - - - - - - - - - - NO SCALE SUPPORT POLES, 2" X 2" STAKES DRIVEN 1-1/2' TO 2' INTO GROUND FILTER FABRIC f✓ NATURAL GRADE - TAMPED L11II ANCHOR SOIL 6" h+- TRENCH FOR SILT FENCE USE ENVIROFENCE OR APPROVED EQUAL. INSTALL BY RECOMMENDED TOE -IN TRENCH METHOD. SII T FFNCF SEDIMENT BARRIER DETAIL (NO SCALE) M REVISED: JANUARY 11, 2008 NOTES: 1. OWNER OF RECORD: OLE SALTS NOMINEE TRUST JAMES R. GOODE AND KAREN E. GOODE, TRUSTEES DEED BOOK 20114, PAGE 58 PLAN BOOK 200, PAGE 85 2. ZONING CLASSIFICATION: DISTRICT "B2" REVITALIZATION OVERLAY ARCHITECTURAL DISTRICT (R.O.A.D.), GROWTH INCENTIVE ZONE (GIZ) 3. PARCEL AREA = 1.188 ACRES± 4. ASSESSORS MAP 60, PARCEL 3 5. LOCUS FALLS WITHIN FLOOD ZONE B (ALONG POND) AND FLOOD ZONE C AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR THE TOWN OF YARMOUTH. COMMUNITY PANEL NUMBER 250015 0004 C. 6. ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. SEE BENCHMARK ON PLAN. 7. EXISTING CONDITIONS INCLUDING TOPOGRAPHY WERE OBTAINED BY FIELD SURVEY ON OCTOBER 31, 2005, NOVEMBER 11, 2005 JUNE 1, 2007. 8. PROPOSED ADDITION CREATES NO ADDITIONAL IMPERVIOUS AREAS. THIS PLAN PROPOSES TO REDUCE THE TOTAL IMPERVIOUS AREA BY 162+/- S.F. 9. ALL EXISTING DRAINAGE STRUCTURES ARE TO BE CLEANED OUT AND INSPECTED PRIOR TO FINAL PAVING. CONSTRUCTION NOTES A. UTILITIES 1All utilities existing underground shall be protected and/or modified in accordance with the standards and specifications of the individual utility companies concerned. Installation of any utilities must be coordinated with the utility companies, who shall be notified prior to the commencement of work. All waterworks shall be constructed in accordance with local and state requirements. This work shall be coordinated to maintain a minimum period of service interruption. B. PAVEMENT 1. The pavement patches shall consist of two courses of Class I bituminous concrete: a 1" top course and a 2.5" binder course. The job mix formula shall meet the Mass. DPW Standard Specification M3.11.03 for binder and top courses. The construction methods shall meet Mass. DPW Standard Specifications Section 460. No pavement work shall be done during rainy weather, upon saturated surfaces, where water is standing, where the temperature is lower than 40'F, or where frost is in the ground. The subbase processed gravel shall meet Mass. DPW Standard Specification M1.03.1 for processed gravel. C. DRAINAGE 1. Provide drainage facilities as shown. Any loamy -sand, silt -loam, silt, clay or other unsuitable material encountered on the sidewalls of the excavation for the leaching areas shall be removed to a minimum distance of 5 feet outside the perimeter of the leaching area and replaced with clean gravel or sand material, having a minimum percolation rate in its original location and after placement of 2 MPI. If unsuitable material is encountered at the base of the excavation for the leaching area, said soil shall be removed and replaced with 2 MPI soil until naturally occurring permeable material is encountered. 2. All construction must be scheduled and the inspecting Engineer notified so as to be available for inspections. 3. Final cleanup shall include the cleaning of all existing catch basins, leach pits and manholes. 4. All drainage piping shall be 6" diameter ADS polyethylene pipe or equal: 5. All cast iron frames and grates shall be 24" square heavy duty (H-20) 6. Use Lebaron LF 248-2.or approved equal. All cast iron frames and covers shall be 24" diameter heavy duty (H-20) 7. use Lebaron LA 248-2 or approved equal. Frame for grate or cover shall be brought to grade with hard red brick and mortar. 8• Provide concrete collar surrounding cast iron frame for grates and covers. 0 10 20 40 80 FEET 0 5 10 20 METERS SITE PLAN SHOWING A PROPOSED ADDITION 1180 ROUTE 28 YARMOUTH, SIA PREPARED FOR: JAMES R. & KAREN E. GOODE SCALE: 1" = 20' DATE: OCTOBER 20, 2007 SCHOFIELD BROTHERS OF CAPE COD PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS P.O. BOX 101, 161 CRANBERRY HIGHWAY, ORLEANS, MA 02653 TEL. NO. 508-255-2098 FAX NO. 508-240-1215 C9 Q ti M u COPYRIGHT 2007, BY SCHOFIELD BROTHERS OF CAPE COD 0-10422