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Home My WebLink About167 Whites Path - Site Plan 3LEGEND .(ALSO SEE PLAN ANNOTATIONS) — —28— — EXISTING CONTOUR 26.5 EXISTING SPOT GRADE X EXISTING TREE —X-- EXISTING FENCE `®J EXISTING CATCH BASIN WASTEWATER FLOW- 300 GPD 4&Ox PROPOSED SPOT GRAD I Path white \ i 5 1 - - - - - - - \ _49- / q �/ /_._---- _------47 �' \5L• utilityA C7 Cinl' en e Edge Pave ent At ape C Bean \ \ STOP AB PROC r / (TYP) \ r `� X R=46.85 13 SPACES �X Exist. Chain/ink Fence PROPOSED 3" REb\MAPLE (To Be Relocated) ^ 4 SPACES CROSSWALK / R=45.14 7 SPACES R=rY6,N OIL / J IOCL Existing Metol Building Location Of 12" Water MAin APPrOximate Loan W--W- 7e/Q ii c / PROPOSED CONTOUR (TYP.) Riser Hydrant (9) Existing 3" 70 4" Dogwood Trees PROPOSED LEACH PIT k� / FOR ROOF DRAIN o / (SEE DETAIL TYP.) o _ ,a All LMHB 7p�A1N DOOR -& OWD-ING Al EPAP '1`L 48.1 2% MAX.�� Found _ — — � 75.00'�— _ _' PROPOSED RELOCATED WATER SERVICE — I O s— - 4' DIA. AREA DRAIN (TYP) .P ` NCOORDINATE WATEij-IEEPL R=46.53 SED L ADDITION Ra fm9 o Approx. CB � ®J Con PROPOMATCH E)(ISTINGFLOOR GRADE (48.1) (Not Found}`® (ryp) I y' Existing t POrking �0 Owe pd RELOCATED HVAC fomesX47' RELOCATED OVERHEAD WIRES ■ PARKING CALCULATIONS: PARKING SPACES REQUIRED: G1 WHOLESALE (INDUSTRIAL — 1 SPACE/2 OCCUPANTS) 1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.F. (1 SPACE/2 OCC.) = 6 SPACES 26,017 S.F. INDUSTRIAL STORAGE X 1 OCC./300 S.F. (1 SPACE/2 OCC.) = 44 SPACES TOTAL SPACES REQUIRED = 50 SPACES PROVIDED = 52 (INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 23.2.1) PARKING TREE CALCULATION: 50 SPACES (1 TREE/8 SPACES) = 7 TREES REQUIRED (7) 3" CALIPER PARKING TREES PROVIDED LOT COVERAGE CALCULATIONS EXISTING PROPOSED PAVE & DOCKS 51,327 S.F. 45,835 S.F. BUILDINGS 24,217 S.F. 27,217 S.F." \ N i \ f I x. ,o TOTAL 75,544 S.F. 73,052 S.F. COVERAGE 72% 70% LOCUS MAP SCALE 1"=2083' ASSESSORS MAP 98 PARCEL 80 LOCUS IS WITHIN FEMA FLOOD ZONE C (NOT A FLOOD HAZARD ZONE) EXISTING USE: WHOLESALE OF DURABLE GOODS — G1 PROPOSED USE: WHOLESALE OF DURABLE GOODS — 01 LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT APD REFERENCES DEED BOOK 3639 PAGE 269 PLAN BOOK 365 PAGE 4 "PLAN OF ABANDONMENT OF A PORTION OF WHITE'S PATH SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED BY THE TOWN OF YARMOUTH ENGINEERING DIVISION. ARTICLE 15 OF THE ANNUAL TOWN MEETING OF 2003. ARTICLE 27 OF THE ANNUAL TOWN MEETING OF 2004. ",cam 12" PROCESSED GRAVEL ZONING SUMMARY -- x RELOCA x - .- \ m - MDPW M1.03.1 VIB. ROLLER COMPACTED CHAINLINKIn n �` = ZONING DISTRICT: B3 REQUIRED: PROVIDED: 20' 5j FENCE \` Existing Metol Building it m NOTE: REMOVE EXISTING PAVEMENT AND ANY EXISTING BASE -�_ cnm PROPOSED - `\ - Finish Floor Elev. \ o MATERIAL WHICH IS IMPERVIOUS OR HAS LOW PERMEABLITY IN AREA INDICATED. 10 REPLACE WITH PERMEABLE PROCESSED GRAVEL AND WASHED STONE MIN. LOT SIZE 40,000 S.F. 104,360 S.F. MIN. LOT FRONTAGE 100' 358.37' 45 _ - .., a' m STOP SIGN 45 Edge Of Pavement o NOTE. COMPACT PROCTOR DENSITY n vIBRATORY LIFTS rLLOEli oM MOD. MIN. FRONT SETBACK 30' 40.2' REMOVE PAVEMENT (SAWCUT) AND 6" LOAM &SEED PARKING ISLANDS SHOWN. MIN. SIDE SETBACK 10, 10.2' \\ \\\ \ MIN. REAR SETBACK 30' 32.3' D \\\\�\\\\\\ MAX. BUILDING COVERAGE 35% 26% \\\� \\\� GRAVEL SECTION VIEW 707 — X \\\\\\\\\ MAX. IMPERVIOUS LOT COVERAGE 70% MAX. BUILDING HEIGHT 35' 27'f 44 — — — — \\�\\�\\\\(PROP. ADDIT.=19'f) R t is 7�RE4\,\\ T �\\� GENERAL NOTES: +> \\� ��1\��\� 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHO4M ON THIS PLAN IS /Lot Area \�\ I O - \\\\\ \\\\\\\\\\ - APPRO MATE. PRIOR TC ANY EXCAVATION ON THIS SiT�, Ti: E:CA'JAT:.G CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE Area=1v4;3bO Sq. Ft. 11 I J \\\\\\\\\\\\\\\\ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR / \\ \\\ \\\ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. / - \ Or R=4333\ I O \\\ \\\\\ \\ 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS — / 2.40 Acres / ® 72"2' \ \\ \\\\\ \\\ PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REQS. �J \ \\\ \\\\ \�\\AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD C61 -DH SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. `Found R=4316 i i � � �� I � �\ \\\ �� \\\ \\ \\ 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. cieon°ut \�\\\\\\\\\\\\\\�� \\\\ \\\\ \\\ 4% MAX. TRAVERSE2% MAX. CROSS OSLOPE 5. DGGRADE SIDEWALK 2% MAX.ESIGN LOADING FOR ALL CROS SLOPE, FLUSUNITS TO BEH WITHOPAVEMENTT- N NOTED. CUT UP \\\ \\\ \\\ BRISTLE BROOM FINISH PROVIDE POSITIVE DRAINAGE PITCH AWAY FROM BUILDING IN ALL AREAS. 1r ROmP \\\\\\\\\\\\\\\\\\\\ X 6'-0" 6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. rn .. �� } Loading Exist 11X10 Go%/ — -- _ — _ 44 ` \\\\ \\\\\ \\\ 6"x6"-#10 WIRE MESH PROVIDE FILTER FABRIC BETWEEN FRAME & GRATES UNTIL LAWN STABUZED. 1 _ Septic rank / \\ \\\ \\ 4" CONCRETE SLAB PROVIDE EROSION CONTROL NETTING OR SIMILAR MEASURES ON ALL SLOPES >10%. R=43.04 — / R=4372 \\\\\ \�q DEEPEN BAT m ----�-------`1 / \\\ FINISH GRADE — ut 4J — ® \ \ PARKIN 0 REVEAL 1 MINIMUM 7. COORDINATE EXACT DOWNSPOUT LOCATIONS WITH BUILDING DESIGNER. / ench ches ®\ \ d X 8. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. Nz / , } �Pro�\easing Tren — a \ R=43.75/e�hin9 T�,;-� _ i 8" GRAVEL BASE 8 OWNER OF RECORD (• � // - � r � � \ � Remain o O .. �: � . o o.='�:OaD� .:. �6 ° COMPACTED SUBGRADE Buffer TO SNOW &JONES, INC. � CEMENT CONCRETE WALK 167 WHITE'S PATH Existing Tree b NOT TO SCALE SOUTH YARMOUTH, MA 02664 / \ 3" CALIPER TREE / 6k . 24 201 // \ uplinkFer1ce ,tg7.91 REINFORCHOSE (1/ED NEW BLACK RUBBER R=42.55 DOUBLE ST%\ND 12 GA PROPOSED SITE PLAN / Approx. CB R �9� I �� GALV ANNEAW TWISTED WIRE / (Not Found) jn4 Tren`t-= � V 167 WHIT'E'S PATH / LeOchTREE WRAP. LAP ENDS DOWN (XI NOT STAP!F ®p�� YARMOUTH, 1` \ S®U •T ■ ■ A NOTE: AREA DRAIN BASINS 3 STAKES EQUALLY SPACED NITROGEN CALCS PREPARED FOR BE 4MIN H-20 MANHOLES WITH 3' . SUMP WITH MIN SPACED 1'4' FROM TRUNK, 8" H-20 FdcCOVER 6" LOAM &SEED DISTURBED AREAS STAINED DARE BROWN. DRIVEN AT ANGLE AND STAKES DR �� (�/v SNOW Q ECCENTRIC TOP -GRATE TOWARD BLDG. PULLED VERTICAL WITH WIRE RIM 50-51 VARIES (TYP.) WASTEWATER FLOW- 300 GPD DATE: FEB. 2, 2005 NOTE PROVIDE FILTER FABRIC BETWEEN FRAME MARCH 3, 2005 PAVE & WALKS 45,835 S.F. / REV.: FEBRUARY 3, 2006 (FINAL SPR COMMENTS) ADJUST TO GRADE WITH BRICK COURSES & GRATE UNTIL LAWN STABILIZED BUILDINGS 27,217 S.F. 6" LOAM & SEED WITH 3/8" MORTAR JOINTS MANHOLE�FRAME AND GRATE LAWN EST. 4000 SF BUILDING DOWNSPOUTS ALL DISTURBED AREAS NOT GRAVELED BED FRAME IN FULL 3/8" MIN. MORTAR BED. RIM ELEV. 46.6 6"OSCH-40 PVC AT 1% MIN. LOT AREA— 104,360 SF (TYP.) DIRECT FROM ROCF DRAINS ADJUSTING BLOCKS/H-20 RISER PER CCC FORMULA— 3.3 PPM —O.K. 8" TOP STRUCTURE 8" ELEVATION 45.6± TOP STRUCTURE MORTAR ALL COMPONENTS CLEANOUT ELEV. 45.0± (ry.) 4" MIN. PEASTONE 440 RULE— 1,147 GPD ALLOWED— 300 GPD PROPOSED— O.K. TO GRADE i —20 HDPE AND MIRAFI 14ONS CPP TO LEACHPITS (TYP.) RIC OVER STONE FABRIC — o o° i7 w Y HOLE IN 12" ELBOW °D ° ` ° SEPTIC SYSTEM SUMMARY °o REF. ORIGINAL SITE PLANS FOR SITE ON FILE WITH HEALTH DEPT. iv p 0_ INV. 6 0 0 0000 H-20 HDPE °�° 000�o°o°° T 6'-8 X 6'0 o°o°o° DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA N INV. 43.0 °°° IN FROM AREA DRAINS °o°o`o°°°° H-20 I to 000Qoa000 0 6"OSCH40 ROOF DRAIN 4tO• 5" oocoo°o°1000 °�°`°�°�° ° °°° LEACH o 000 00000�o^' DESIGN POPULATION: 20 PERSONS MAXIMUM TO ROOF DRAINS 1% MIN. N� � ° ooioo°oo oo°.°000° SHOREY OR EQUAL o°o°o°o°o Q00000Qoo ROOF DRAINS DESIGN FLOW = 15 GAL/PERSON/DAY = 15 GPD (20 PERSONS = 300 GAL. PER DAY) NOT TO SCALE ava';a°a°a° 00 0o u o 000 0 0 ° 000 000 0 0 00000 ° ° 2 MIN./INCH 4000 PSI MIN. AT 26 DAYS 1 I DESIGN PERCOLATION RATE = CONCRETE: DOUBBLELEto D STONE WAA SHED / H-20 DESIGN LOADING SHOREY CONCRETE PRODUCTS, INC.OR EQUAL 4' MIN. AROUND PIT ALLOWABLE WASTEWATER APPLICATION RATE = 1.0 GAL/S.F. MANHOLE 48" DIA STORMR & 6• UNDER P REQUIRED LEACHING AREA = 300 GAL/DAY Y 1.0 GAL/SF = 300 S.F. DRAINAGE CROSS SECTION NOT TO SCALE LEACHING AREA PROVIDED = 10' X 40' = 400 S.F.— 400 GPD CAPACITY— O.K. DCE #04-345 1'-4" AROUND TRE 2 1/2'x2 1/2'00' PREPARED FOR (OWNER/APPLICANT) SPACED 1'4' FROM TRUNK, STAINED DARE BROWN. DRIVEN AT ANGLE AND STAKES DR �� (�/v SNOW Q JONES, INC PULLED VERTICAL WITH WIRE MIN 4'-0" BJRIED DATE: FEB. 2, 2005 MIN 3" DEEP SAUCERREV.: MARCH 3, 2005 REV.: FEBRUARY 3, 2006 (FINAL SPR COMMENTS) �3" DEPTH SHREDDED BARK MULCH FEH 6 s Z006 1MIN � MIN MIN N REMOVE BURLAP FROM TOP HALF OF ROOTBALL COMPACTED SUB -GRADE SOIL MIX TREE PLANTING DETAIL DATE HEAa _T} D'EP T . SCALE: 1' = 20' 20 0 20 40 60 Feet SHEET 1 OF 1 off 508-362-4541 fax 5OB-362-9880 Z1µ OF �Sk1 OF 1q DANIEL ,n '+ DANIEL A �Gm down cape engineering, inc. A. o OJALA `✓, OJALA CML #40980 9 No. CIVIL ENGINEERS ci �� °� OrsTE � _ LAND SURVEYORS AL Lik SroNAL DANIEL A. OJALA P.L.S., E. 939 main st. yarmouthport, ma 02675 -04-345BASE REV.DWG