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HomeMy WebLinkAboutDecision 4373 - Site PlanPARKING CALCULATIONS: 400' / • OFFICE USE: 6790 SF (1 OCC/100 SF)(1 SP/2 OCC. = 34 SPACES REQ. CLASSROOM USE: 1600 Sf (t OCC/20 SF))(1 SP /3 OCC = 27 SPACES REQ. MEETING ROOM: UNCONC. 1600 SF (1 OCC/15 SF)(1 SP/3 OC) 36 SPACES REQ. 308'3 255 OCCUPANTS 97 SPACES REO, 4"SCH40PVC 91 SPACES PROVIDED INCL. 4 HCP. TREE CALCULATION: 1 TREE/B CARS = 12 REQ. 0 (12) 3" CALIPER PARKING TREES SHOWN DEP APPROVED 1/A TREATMENT UNii 4 NOTES: I 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 14 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM 15 NGV029. 4. ALL ROOF RUNOFF TO BE PIPED TO SUBSURFACE LEACHING AS SHOWN. ROOF DRAINS 6"OSDR35 PVC AT 2% MIN. PITCH 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN BUFFER STRIPS AS REQUIRED- TO "ENSURE RUNOFF IS RETAINED. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED 9. ALL SEPTIC PIPING SCM -40 PVC UNLESS NOTED. F 10, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. j 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. S4 12. EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST 1N ISUFFER ZONES SHALL BE j RETAINED. IF SUCH TREES 00 NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT ' INTERVALS OF AT MOST 20' (301.4.4) f 13. AREA DRAIN IN STAIRWELL TO BE CONNECTED TO 6"PERF. PIPE W/ 2'X2 -X 7- LEACHING TRENCH OF .75-1.5" WASHED STONE WITH FILTER FABRIC OVER. 14. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. - ^ 15. CLEARING PERMIT WILL BE REQUIRED. 16. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 17, FIRE SPRINKLER SYSTEM TO BE INSTALLED. STORTZ CONNECTION AND ENGINEERED PLANS (BY OTHERS) REQUIRED PER FIRE DEPT. TH1 TH2 ENGINEER: DAN OJALA PLS ENGINEER: DAN OJALA PLS DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING BOH: CHARLOTTE STIEFEL BOH: CHARLOTTE STIEFEL EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST. 4-27-99 11:30 AM 4-27-99 11:30 AM 0-6" A LOAMY SAND t0YR4/2 0-3" A LOAMY SAND 10YR4/2 6-36" B LOAMY SAND 7.5YR5/6 3-36" B LOAMY SAND 7.5YR5/6 36-144" C1 MED, SAND 2.5Y7/4 36-144" C1 MED. SAND 2.5Y7/4 EL. 38.4 0" _ EL. 39.35 0" A A 6" 3" B B EL. 35.4 36" EL. 36.35 36" 1EBOT. PERC 24 GAL POURED U AT 48" 7 MINUTES C1 AOJ.WATER <2 MIN./IN. C1 EL. 30.1 OBSV. WATER EL.26.6 EL. 26.4 144" WELL AIW-230 EL. 26.85 150" ZONE D (4-5') NO GROUNDWATER APRIL 1999 =23.1' ADJ. = 3.5 1 MAP 74 PCL 25 ' THOMAS J. RUHAN ; �1 5 7"W S80. SWALE i150• J AS K REO. e _ 37.5'x' - - C)\ r5� O 25' RAD. EXISTING TREES OF AT LEAST 4" CA IPER THAT EXIST IN BUFFER ZONES SHALL BE RETAINED. IF SUCH TREES DO NOT XIST, " CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT (TYP. ALL BUFFERS) 10 PACES tu.w •-� 2 •,i S / \_ °- (,4 § Ai / o INV.'S LEVEL AT 347' .p FiOF DRAIN(TYP.) �\ o 34.7 SEE NOTE 4. y� o � b �j �' 7 SPACES ' 34.8 S EL. 37.4 y' o STAT WELL RAMI TOW 41. 4 .2 4 St 25' RAD. 400' / • \ N � T. NOiEL. 42.51 BSMNT FLR:-EC-33:43 n 0 r�ra D AIN,'1 a A .� 26.00' o 308'3 AREA 1 YARMCAMPGROUND UTH 4"SCH40PVC MID HICHWA� y BASIN W 0 l)�1� II DEP APPROVED 1/A TREATMENT UNii _ 1 w 7,300 SF RP.ST FLOOR o WATER GATE � tiQ J Zs �O m GUARD_ POSTS. 8 174 -LENGTH. TEST HOLE (TYP. 4 LEACHING PIT I Q Q � LOCUS .HOSE uNCON5�AU lE f11 RAISQ ,0$NC. Y� } ' APPROX. WATER MAIN a' BET fANDRAIL 1 P j /g" Oz } H2 1 1 3 I 3C.L'C,• - -_-:% --- \., ,�1` 2% 20. GL'•Qo I I\ . _ BENCHMARK: CENTER OF , \ -^ o PAINT � •-� � CATCH BASIN ELEV. = 34.44 V I y 7 2r3 j0• I w ` C - - 2.5't W BUFp fR l` �? 9 1-1 7' v 1 - ---� 4 N r `gib lV m F 7 1 J U*,;�,\ \'•"y LO f 5k r\ n r_- PROPOSED \ O 6 8'}Q t' �' �g 1 STORY OFFICE BUILDING •'^ l \ ( Y. `° o, T L/) ,- �FFN EL. a2.85 . ? ��� 51 F/ 400' / • \ N � T. NOiEL. 42.51 BSMNT FLR:-EC-33:43 n 0 r�ra 26' X 40' RESERVE AREA Ul 0 o C- GUY WIRE YARMCAMPGROUND UTH 4"SCH40PVC MID HICHWA� y BASIN W GAS GATE PROPOSED BIOCLERE 16/19 O DEP APPROVED 1/A TREATMENT UNii _ 18.00 7,300 SF RP.ST FLOOR o a 5' UNSUITABLE REMOVAL. TOWN Or YARMOUtH MAP 84 PCL 15 ASSESSORS MAP 74 PCL 26 PLAN REF. LCP 37737F CERT NO. 137254 ZONING DISTRICT: B3 40,000 SF MIN. LOT SIZE 100' FRONTAGE SETBACKS: 30' FRONT*, 30' SIDE*, 30' REAR MAX BUILDING COVERAGE 307. •70' AGAINST OLD TOWNHOUSE ROAD LAYOUT MAX IMPERVIOUS COVERAGE: 707 GROUNDWATER OVERLAY DISTRICT: APD (AND ZOC FOR NITRATES) FLOODZONE: C EXISTING USE: VACANT LAND PROPOSED USE: 14 Real estate service office (+meeting rooms) 4"oSCH40 PVC AT 0.5% 73 TITLE 5 ORIFICES REQUIRED. CONNECT ENDS AND VENT LOT AREA: 65,840 SFt 1.51 AC. IN ISLAND AS SHOWN. ( ) PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,458/65840= 63% e PROPOSED BUILDING COVERAGE: 7300/65Ra0-I1-/ H-20 BOX WITH COVER TO GR t` ADE ACM6 D85 OR EQUAL. PROPOSED 3" CAL. TREE i PARKING TREE EXIT 26' X 40' RESERVE AREA Ul 0 7 C- GUY WIRE YARMCAMPGROUND UTH FIRE HYDRANT MID HICHWA� y BASIN W GAS GATE PROPOSED BIOCLERE 16/19 LIGHT POLE DEP APPROVED 1/A TREATMENT UNii Q Z o WATER GATE � tiQ J rr r Zs �O m GUARD_ POSTS. 8 174 -LENGTH. TEST HOLE (TYP. 4 LEACHING PIT I Q Q � LOCUS .HOSE uNCON5�AU lE Y� h~ og . n v N m LOCUS MAP SCALE 1" = 2083' ASSESSORS MAP 74 PCL 26 PLAN REF. LCP 37737F CERT NO. 137254 ZONING DISTRICT: B3 40,000 SF MIN. LOT SIZE 100' FRONTAGE SETBACKS: 30' FRONT*, 30' SIDE*, 30' REAR MAX BUILDING COVERAGE 307. •70' AGAINST OLD TOWNHOUSE ROAD LAYOUT MAX IMPERVIOUS COVERAGE: 707 GROUNDWATER OVERLAY DISTRICT: APD (AND ZOC FOR NITRATES) FLOODZONE: C EXISTING USE: VACANT LAND PROPOSED USE: 14 Real estate service office (+meeting rooms) 4"oSCH40 PVC AT 0.5% 73 TITLE 5 ORIFICES REQUIRED. CONNECT ENDS AND VENT LOT AREA: 65,840 SFt 1.51 AC. IN ISLAND AS SHOWN. ( ) PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,458/65840= 63% e PROPOSED BUILDING COVERAGE: 7300/65Ra0-I1-/ H-20 BOX WITH COVER TO GR t` ADE ACM6 D85 OR EQUAL. PROPOSED 3" CAL. TREE i PARKING TREE 26' X 40' RESERVE AREA Ul 0 DRAINAGE MANHOLE C- GUY WIRE O FIRE HYDRANT OCATCH BASIN W GAS GATE PROPOSED BIOCLERE 16/19 LIGHT POLE DEP APPROVED 1/A TREATMENT UNii 9 350 VENTS WATER GATE 1L665J ° 6'o CONC, FILLED STEEL ' GUARD_ POSTS. 8 174 -LENGTH. TEST HOLE (TYP. 4 LEACHING PIT o 2,690 SF BASE#ENT lµ OPOSED-500\GALro__-, _ -20 SEPT C TAN4 'mss _ \,- 9,990 SF TOTAL / T - EXISTIN EAC � 4, --- � _CONDUIT '50' --- pry l I TH1 _ r 10 N I 2Q10 / N.•aJl.i' RIDGE LINE (TYP.) . I EV. 661 MAX.L 0 •/ NOTE: REMOVE ALL EXISTING SEPTIC 0 SYSTEM EL1 y. 20.00 a j v COMPONENTS AND BACKFILL WITH CLEAN COMPACTED EXISTING / / / Z, to 20.00 w SAND. DISPOSAL RESPONSIBILITY OF CONTRACTOR. DRAINAGE �� (! a. > y o / �: EXISTING 2000 GAL S/T, D -BOX & GALLEY SYSTEM \ SIGN PER 303.4.5.1. EASE jENT / o Imo _ X o / 0 1 WAS INSTALLED IN 1988. TO BE REMOVED. PERMIT PER 303.6 REQ. - qVF;- 25'�RAD. t � u ( �-- \ j o '>, wLA It i F&G'S EL. 36.7' f.-wH' _ / , _ - SHRUBS (TYP.) ���i• \ INV.'S 34.0 SIGN: ONE 1AAY LAWN AREA - % - �.a NO 'ENTER \ ES 6"0 OOF DRAIN - 1.5'R. WATERGATE �' 25' RAD. 34.1 oC-_ / E�Ep,C_ 15 sPAl _ E NOTE 4 (TYP.) .$- 8p0 00'� _ _INV. LEVEL AT 35. / LOT 55�I 10'R. / s/ SP lc�a PCES MAP 74 PCL 26 / / s3 f 2 60 1 5' 1s� � t DAVID B. OF�t�GAN n o- w t / M INV. LEVEL AT 34.0 : VR. o 10 No S ,_.'',`y `..,.... it •� / / 5 0. C -Q UTILITY POLE PROPOSED 3" CAL. TREE i PARKING TREE OR BUFFER TREE AS REQ, O DRAINAGE MANHOLE C- GUY WIRE CIED FIRE HYDRANT OCATCH BASIN °S° GAS GATE LIGHT POLE d. GROUND LIGHT 350 WATER GATE 1L665J PROP. GRADE -'-7-- PROP. CONTOUR TEST HOLE / LEACHING PIT I & TRENCH CONTACTS: OWNER: CHLOU REALTY TRUST + CHARLES E. CHAMBERLAIN JR, LOUIS J. SEMINARA JR, TR. PO BOX 271 SOUTH DENNIS, MA 02660 APPLICANT: CAPE COD BOARD OF REALTORS C/O: REEF REALTY 24 SCHOOL STREET W. DENNIS. MA 02670 ATTN: EVERETT BOY PH. 394-3090 FAX. 760-1406 ENGINEER: DOWN CAPE ENG. INC. 362-4541 FAX. 362-9880 SITE PLAN PROPOSED 10' X 10' rry~t� /1. &G•,36.T �� - -� ' --",J ._,-�`" os j../ FENCED DUMPSTER AREA, I \ OF LAND IN m % �/ (WEST) YARMOUTH, MA 5 UT,JTY POLE J68-1/2/52 7 / / , lj±O� Ota BIKE CPPZN PREPARED FOR vt CAPE COD BOARD OF REALTORS �XGEPZ f '00.00,Is 4'rilOE DENSELYD �P �.,°'� HE'DGE..._. ONSjRUC LOT 54 MID TECH DRIVE - - 5' MIN. HIG14i, 75% EVEGREEN M. �,, �N` R,_� 1.0"E WEST YARMOUTH, MA 02673 SWALE AS REO. --.- SEE-ZfiNrNC SEC. 301.4.5 off 508-362-4541 e fox 508 362-9880 SI1T 1 p L>F^I IL.Y. Of M OF 2 _- ---- __ SHEET 1 \_ / SCALE: 1'-20 r��Y3N Os �sln W a,, SCALE: 1"-20' DATE. 8-4-99 cl o wn cape en in e enn Inc. ARNE H. c\ r AR p g' &` - REVISED: 6-28-99 ISLAND, NOTES, PROPOSED EDGE PAVE AT 12" CG' BERM (TYP.) s o� LA 1 H• LOADING ZONE IL CIVIL ENGINEERS / / / - - SEE PAVEMENT SECTION SHUT 2 .. Na 30/9 oOJA r. , Y 20 0 20 40 60 Feet „ / .� " - d'U 9�`.r /RFC, tRV�: za 4/k LAND SURVEYORS DATE s/0NLI oJAI�, �" LA t9 _ 4: , s. 939 main st. yarmouthport, ma 02675 99-076 ec7ol3 3� l 1 1