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HomeMy WebLinkAboutDecision 435412"X3" CAPE COD BERM INTEGRAL WITH TOP COAT. OF ASPHALT 1.5" TOPCOAT MASS DPW TYPE 11 EXTEND GRAVEL 12" i i 2.5" BINDER (COMPACTED THICKNESS, TYP.) BEYOND BACK EDGE OF PAVEMENT O00000000000000U000 ",000 0 0 0 000000 0 0 0) 0 00000000000000 0 03)000 �O C0 0 0 0 0 0 CI 0 0 O 12" REPROCESSED ASPHALT GRAVEL- MDPW SPEC 10 TON VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW .FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR .DENSITY WITH 10 TON VIBRATORY ROLLER COMPACTER. PAVEMENT ' CR OSS SECTION NOT TO SCALE w GALV. THRUz CD - BOLTS U- 8"X8" P.T. POSTS 6'O.C. Y 0 GUARDRAIL w TYP. ALONG Z x RET. WALL MATCH EXISTING N \I/ W _ SEE PAVEMENT SECTION PROPOSED 2:1 FILL SLOPE COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION 24" SHOULDER CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED i� I o AROA w OSFO 1 S<OpF �- 2 x c� x x W a 0 - J N J J ORIGINAL GROUND I FILL SLOPE CROSS SECTION NOT TO SCALE DEPTH (in.) TH1 0" O/A SOIL CLASS: I (SANDS, LOAMY SANDS) SANDY LOAM PERC RATE: < 2 MPI (5 MPI DESIGN) 10 YR 3/2 PRESOAK: 0:00:00-0:10:00 14" UNSUITABLE (24 GAL. < 15 MIN.) B < 9": 0:10:00 LOAMY SAND BOTTOM PERC: AT 48" 10 YR 4/6 UNSUITABLE 36" C GROUNDWATER CONTROLLED BY OUTLET MEDIUM SAND IN BOG- WATER IN BOG EL. 8.0 10 YR 5l4 126" DATE: 5/11/00 ENGINEER: MICHAEL S. FARIA, SE (DOWN CAPE ENGINEERING) WITNESS: BRUCE MURPHY, RS, CHO EXCAVATOR: ELLIS BROTHERS CONSTRUCTION TEST HOLE LOG NOT TO SCALE V H-20 H-20 HDPE CPP b H 120 HDPE C PRECAST ¢ 12"0 HDPE SLOPE 1% MIN. RISER SLOPE 1 % MIN. 2.0' (TYP.) 2.0' (TYP.) REMOVE 3' C.B. TRAP a PROPOSED ANY 12"� E BOW IPE H-20 UNSUITABLE SOIL SPLASH BLOCKS LEACHING GALLEYS ENCOUNTERE PROPOSED UNDER ALL INVERTS 0 (IF ANY) 1000 GALLON PRECAST 6" WASHED STONE UNDERNEATH FOR H-20 MANHOLE STRUCTURES 5' MIN. '0X6'-8" SHOREY SOLID AROUND STONE BASIN H-20 OR EQUAL 3/4" - 1 1/2" REPLACSAND SECTIONAL PLATE CLEANWASHED STONE (TYP.) 4' MIN AROUND GALLEYS DRAINAGE CROSS SECTION NOT TO SCALE NOTES: - 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 (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 REMOVAL WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 MSL DATUM. 4. NOTE THAT CONSTRUCTION OF THE DRAINAGE SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTSAND REPLACED WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S ENGINEER TO INSPECT SOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION. 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. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 8. ALL DRAINAGE PIPING 12"0 H-20 CPP AT 1% PITCH UNLESS NOTED. 9. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY.OWNERS ENGINEER AND PERMISSION OBTAINED. 10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. 11. LOTS TO BE COMBINED WITH 81X PLAN PRIOR TO OCCUPANCY. 12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS. 13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT CLEAN FILL' IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY. 14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. 301.4.10 20' MAX. POLE HT., BURIED ELECTRIC SERVICE. 15. ELECTRICAL PERMIT REQUIRED FOR LIGHTING AND GATE, CONTRACTOR TO COORDINATE. 16. SEPARATE WRITTEN SPECIFICATIONS FOR WORK AND ORDER OF CONDITIONS APPLY, AND ARE INCORPORATED INTO THESE PLANS BY REFERENCE. 3/4" ELECTRICAL CONDUIT TO GUARD SHACK KEYPAD/ CARD SWIPE ' 12.0' (TYP.) 3C.B. TRAP ,12"0 HDPE PIPE 1000 GALLON PRECAST H-20 CATCH BASIN '0X6'-8" SHOREY SOLID BASIN H-20 OR EQUAL STAKED HAYBALES WITH TRENCHED IN SILT FENCE (TYP.) CAPE COD BERM 12"X 3" SECTIONAL PLATE COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. NOTE: 2' OF 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALL . 3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES. COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED FRAME & COVER (3) REQ. 20' TOTAL HT. LEACHING STRUCTURES TO BE SET IN CLEAN SAND. 4" BITUMINOUS ASPHALT CONCRETE UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN. ADDITIONAL 3/4" CONDUIT AROUND OUTER EDGE OF STONE IF ENCOUNTERED. 2.5" BINDER 1.5" TOP COURSE NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING. 1% MIN, MASS DPW TYPE 11 NOT TO SCALE SYSTEM CONTROL 12" REPROCESSED ASPH. GRAVEL { OWNER WILL 0 000000000000 MASS DPW SPEC. COMPACT H-20 24" I.D. RISER o c�000 0000°00 TO 95% MAX. DRY DENSITY OR BUILT UP H-20 BRICK __ - _ MOD. PROCTOR MORTAR- ALL _COitiF•ONENT5�-(TYP.) I I WITH VIBRATORY ROLLER. CONTROL SHALL ALSO BE INCLUDED. a •: 3" PEASTONE & 00 .'°oo ° °b <..- L. . ° Q<D cCO °o° 000° o°o FILTER FABRIC do�0 00°o OVER STONE o v°d o°b 00D 0. 0o 0 °o0 0 °0 0 °o °o CATCH BASIN ,000,d°0 ° O,o° o'o° O,o00& DOWN SIDES o v° o b o oc5 poo o° e a o vo°o 0 0o v� 00.'3 OF TRENCH 00 °c� PO o ff° 00 00 0 °000°Oo0 °00 1 1 � o� o 0 00 00 0 ° a oo° Ooo° 00 00 ° °od (WITH COVER TO GRADE) Oa v" Oo 0, v, 0, p v od o ° d v °d -H O °oo °o O o0 0 00 (� oo°v o° ° 0 o p o° O,o 0 0° O in o p oo b o oc3 v o0 0 00 �oO °oO o00 a p o°oO v °° 0 Z) 00 O,o O,o o °o 0 o po 0 00 o O° 00 000 00 00 °°d O o° °° O° ° O° 000 00 00 00 ,° po Qo Oo°po po Do D 0 crod p ° b 0 ob O °oo O °o O °o ° EXISTING WATER MAIN oo �0 0o 0°0 0 0° 0°0o O d ooCid poc4 p0 0o °o o °coo °o °o EXISTING GAS MAIN ° °4°�o0 Oop O ooa,� 0°0 p o 0°00 O°a ° O O O o� 000 0o a a Oo Oo Ooo O„o CISdo d" � ob 0 � od p° b ppb °oop °O0 °00 ° EXISTING U.G. FIBER OPTIC CABLE oo"po 0 0001 h oo° 0° Oo°O0o OZ_' O d p°Cgb D°CS °d D° °d oOO po Oop bOS ° Q p0 O QO � OO dd°d p°d dd p°d o° u o0 0° 08 CF, p° 6 p° 0&8,:j' �O 0o° Oo K> Pjo 0 O °O O °Oo &8 o O o O O O PROVIDE PATIO BLOCK SPLASH PADS 2.0' MIN. END VIEW AND WASHED STONE UNDER ALL INVERTS, 8 S.F. MIN. DRAINAGE CROSS SECTION SCALE: N.T.S. INSPECTION SCHEDULE:' (BY OWNERS ENGI IEER, 24 HR. NOTICE REQ.) 1. FOUNDATION & SEPTIC' SOIL REMOVAL/SOIL COMPACTION 2. DRAINAGE INSTALLATION 3. COMPACTED SUBGRADE- PRIOR TO GRAVEL 4. GRAVEL LAYER AFTER COMPACTION 5. BINDER COARSE PAVEMENT 6. FINISH COARSE OF PAVEMENT 7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLE�NUP. AGP -1710 "AMANO" BARRIER GATE (MOVE EXISTING UNIT) 6" SCH80 STEEL CONCRETE FILLED PIPE -PAINTED YELLOW TOTAL LENGTH 5'- EMBED 2' AND BACKFILL WITH CONCRETE TO TOP OF BINDER / (TYP.) 4' CHAIN LINK FENCE VINYL COATED 24"X24"X12" CONC. PAD 6" ABOVE DRIVE CLOSING LOOP LOCATION BY EQUIPM INSTALLER / CONTRACTOR TO PROVIDE -15 ADDITIONAL 3/4" CONDUIT TO GATE DETAIL BARRIER 20' FRONTR BUFFER ISLAND 3" CAL. RED MAPLE FOR FUTURE SPRINKLER NOT TO SCALE SYSTEM CONTROL { OWNER WILL CONIFER PROVIDE LOCATION) NOTE: FINAL PLACEMENT AND INSTALLATION OF GATE EQUIPMENT NOTE: CONTRACTOR TO PROVIDE LABOR TO MOVE EXISTING SHALL BE COORDINATED WITH OWNER. GENERAL CONTRACTOR BARRIER LIFT GATES AND ASSOCIATED SHALL INSTALL CONCRETE MOUNTING PAD, CONCRETE FILLED ACCESSORIES TO NEW ENTRANCE. PIPE BOLLARDS, AND ALL ELECTRICAL CONDUIT AS SPECIFIED 3/4" CONDUIT FOR A FUTURE SPRINKLER ALL TO MATCH EXISTING INSTALLATION. CONTROL SHALL ALSO BE INCLUDED. 2' d LIGHTING SPECS: QV SERIES POST TOP QVC540-M 400HPS 22"QUADRATE VERTICAL/ TYPE V 51000 LUMENS OR APPROVED EQUAL (RUUD ETC) 18'X 4 X .120 SQUARE STEEL (TENON) POLE CONDUIT AND ANCHOR BOLT POSITION TO BE OBTAINED FROM LIGHTING MFG. 24"0 BASE 8' LONG L 2' REVEAL ASTM A-79 GRADE 60 STEEL REINF. 1" MIN COVER ,-(4) #6'S VERTICAL MIN. 5000 PSI MIN CONCRETE 2" RIGID GALVANIZED STEEL SWEEP #3 STIRRUPS AT 12"O.C. CAUPER PARKING/BUFFER :E NFORCED NEW BLACK RUBBER SE (1/2" ID) JBLE STRAND 12 GA V ANNEALED TWISTED WIRE :E WRAP. LAP ENDS DOWN NOT STAPLE STAKES EQUALLY SPACED DUND TREE 2 1/2"x2 1/2"00' ACED 1'-0" FROM TRUNK, NNED DARK BROWN. NOES DRIVEN AT ANGLE AND ILLED VERTICAL WITH WIRE V 4'-0" BURIED N 3" DEEP SAUCER DEPTH SHREDDED BARK MULCH 'MOVE BURLAP FROM TOP ALF OF ROOTBALL )MPACTED SUB -GRADE )IL MIX TAIL LEGEND -15 EXISTING CONTOUR 3" CAL. RED MAPLE +14.12 EXISTING SPOT ELEVATION FINISH GRADE CONTOUR CONIFER FINISH GRADE SPOT ELEV. HCP SYMBOL SHRUB ° MANHOLE HYDRANT Y° CATCH BASIN 0-0 POLE LIGHT >Yc SHORT POST LIGHT FLOW DIFFUSOR (WITH COVER TO GRADE) -� SINGLE POST SIGN ® TWO POST SIGN BENCHMARK C_Q UTILITY POLE 0 SOIL TEST w EXISTING WATER MAIN G EXISTING GAS MAIN E EXISTING BURIED ELECTRIC FO EXISTING U.G. FIBER OPTIC CABLE 0 EXISTING U.G. OXYGEN PIPING o EXISTING U.G. TELEPHONE NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING PROJECT OWNER: CAPE COD HOSPITAL C/O TERRANCE E. WHITTEMORE, CPE DIRECTOR OF CONSTRUCTION & REAL ESTATE DEV. CAPE COD HOSPITAL P.O. BOX 640 27 PARK STREET, HYANNIS, MA 02601 PH. 1-508-862-5104 FAX 1-508-862-7373 14 4 W IWA'. " I PROPOSED PARKING LOT # 50, 569 62, 66 PAY VIEW STREET WEST YARMOUTH, MA CAPE COD HOSPPITAL 27 PARK STREET, HYANNIS, MA 02601 20 0 10 20 40 80 ( IN FEET .) DATE: 5-20-2011 1 inch = 20 ft. REVISED: 6-17-2011 (SPR COMMENTS) �jH OF M,gq. 0, DANIEL tiG o DANIELAA. N� o� OJALA `OJALA CIVIL No, 4 o,46502 � a� Fcl .. ZONAL 6A 71 SHEET 4 OF 4- DETAIL SHEET off 508-362-4541 fax 508 362-9880 down cape engineering, Inc. C/VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 98-168\-02-171 DOC PARK 2011.DWG i_ ' NOTE: THIS PLAN HAS BEEN COMPILED FROM CURRENT AND PAST FIELD WORK (1974-2011). UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING PLANS OF RECORD AND FIELD INSPECTION WITHOUT EXCAVATION. THE INFORMATION SHOULD BE CONSIDERED APPROXIMATE AND MAY NOT BE COMPLETE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE SITE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE, THE YARMOUTH WATER DEPARTMENT, THE BARNSTABLE DPW AND OTHERS HAVING UNDERGROUND CABLE, PIPING OR APPURTENANCES ON THIS SITE FOR VERIFICATION OF LOCATIONS. LEGEND 15— EXISTING CONTOUR 3" CAL. RED MAPLE +14.12. EXISTING SPOT ELEVATION 18 FINISH GRADE CONTOUR CONIFER [16.21 FINISH GRADE SPOT ELEV. cape engineering, Cl WL ENGINEERS �. HCP SYMBOL fll} SHRUB MANHOLE HYDRANT CATCH BASIN 0-0 POLE LIGHT SHORT POST LIGHT DRAINAGE GALLEY L (WITH COVER TO GRADE) SINGLE POST SIGN _ _ ® TWO POST SIGN BENCHMARK C-0� UTILITY POLE 0 SOIL TEST W_ EXISTING WATER MAIN c EXISTING GAS MAIN E EXISTING BURIED ELECTRIC FO- EXISTING U.G. FIBER OPTIC CABLE o EXISTING U.G. OXYGEN PIPING o EXISTING U.G. TELEPHONE NOTE: NOT ALL SYMBOLS APPEAR . ON DRAWING PROJECT OWNER: CAPE COD HOSPITAL C/O TERRANCE E. WHITTEMORE, CPE DIRECTOR OF CONSTRUCTION & REAL ESTATE DEV. CAPE COD HOSPITAL P.O. BOX 640 27 PARK STREET, HYANNIS, MA 02601 PH. 1-508-862-5104 FAX 1-508-862-7373 SEji r, PEAN PROPOSED PARKING LOT # 509 569 62, 66 BAY VIEW STREET WEST YARMOUTH, MA to"" was= CAPE COD HOSPITAL 27 PARK STREET, HYANNIS, MA 02601 20 0 10 20 40 80 ( IN FEET) DATE: 5-20-2011 . 1 inch = 20 ft. REVISED: 6-17-2011 (SPR COMMENTS) SHEET 3 OF 4- EXISTING CONDITIONS d/1-7/11 98-168\-02-171 DOC PARK 2011.DWG off 508-362-4541 fax 508 362-9880 down in c. cape engineering, Cl WL ENGINEERS LAND SURVEYORS 939 Main Street - YARA40UTHPORT, MASS 98-168\-02-171 DOC PARK 2011.DWG OMO' l l0Z N21dd 000 I L l -ZO \89 l -86 SSb'{N 2&o&14LnOJNJt>.( - ?aaa1S won 6r6 SY0A3AYnS ONV7 S&33N/9N3 7M /0 ou/ `5u/aaau/5ua adoo u iop 0886—Z9£ 809 XDd L*9*—Z9£-805 DO a l-% j LI /if S:I LIIZI.L11/-9NIC[VH91130 Z ,LA21HS (S1N3WW00 21dS) LIOZ-LL-9 :03SIA321. •}j OZ = 4Ou1 L I LOZ-OZ-S :3140 ( 133.E NI ) os o� oz 04 o oz 1MZ0 VW `SINNVAH `133MIS NNVd LZ � to� j,ICI �. vw `IE jUlopR v)L Isam JL3aRJ S A131A AVS 99 `Z9 `9S `OS # ,LO'I f)NIINMVJ (IatSOdond £L£L-Z98-809-L X'dd -b019-Z98-809-1 'Hd L09ZO b'W 'SINNdJIH `13381S A8Vd LZ O -V9 X08 '0'd ldlldSOH 000 3ddO A30 31VIS3 IV32J V NOnnaSNOO d0 210103211(1 3d0 3210W3111HM '3 30Nd212131 0/0 lVildSOH 000 3dV3 2i3NMO 103'021d 0NIMd210 NO 21b'3ddV S1OOVUS -nV ION :31ON 3NOHd3l31 'O'n ONIISIX3 0 ONIdId N30J1XO 'O'n ONIISIX3 0 319VO OIldO 213813 'O'n ONIISIX3 0- 012110313 03wn8 ONIISIX3 3 NIVN S`dO ONIISIX3 0 NIVN 2JMVM ONIISIX3 M 1531 110S LHI 3lOd Jllillln AWNHON38 NOIS ISOd OMI (3(b'210 01 213A00 HlIM) _ m NOIS 1SOd 310NIS -a- .1311t/O 30tINId210 �® 1H911 1SOd 1210HS 1H911 310d 0-0 NISVO HOlvo O 1Nb'210AH 3lOHNdW O sn21Hs 108VUS dOH 'A313 lOdS 3MJ0 HSINU [Z -9I] 83JINOO 8n01N00 30V80 HSINId Sl NOLLVA313 lOdS ONLLSIX3 3lddW (138 'lb0 ,.£ 8n01NO3 ONLLSIX3 —51— N30111 'SNOUVOOI 30 NOIld013R13A 2104 311S SIHI NO S30NVN3121nddl 210 ONldld `318VO 0Nn0210830Nn ONIAVH S213H10 (INV Md(1 318d1SMJ`d8 3Hl 'IN3W121dd30 2J31VM HInoYMV), 3H1 '3JVS 010 01 NOII'd31311ON 03211n038 3H1 3AVh ll`dHS 21010b211N00 311S 3HI 'MOM 103'021d SIHl 2103 NOlIVAV3X3 JINd Ol 210121d S21nOH ZL 1S`d3l IV '3131dw00 38 ION ),VV4 0NV 31b'WIX021ddJ a3213(1ISN00 38 a-lnOHS NOIlt/W2103N1 3H1 'NOliVAdOX3 1nOHIIM N01103dSNl (11313 0NV 02100321 30 SNdld ONIISIX3 NO (13SVO 32JV NVId SIHl NO NMOHS S3111111n CMO802130Nn '(LL0Z--VL61) MOM (11313 1Sdd aMd 1N32121n0 W0213 a31IdW00 N330 SdH NVId SIHI :310N 99 10d 8Z ddw Od Z -b2 Od L L Z8 80 �6L! my / 'NNVOOW-3N-MA, d/N I/ /nlc' Cb I I p\ 889# v `d89 # y (� 3F o\ /off / II \ \ _�� NISb'8 HO b'0 OJI'L135 L Od Sx L Z lea \—A 5 L -13d,92 dVN�J121b v; 2'85 lOd PZ O"dW / \� Z-V-Zj0d L LZ8 80 ) o /HOD/ 'NNb'OOW-3�103�3n J/N I m I I k I x LOZ Od x r'J o 11 sw3 1 — I r I ( I VIUSOH GOD 13de -` x��ss# '' Is 118 .9 / �2 M 1 I zo l I I 1Od 91 db' r X N7dM �NOZI 5z --2j 3 NO� (NI b'MY 01) l l II l l 3oeavo 3z/°nl 1 1 1 Z.8tI I a / / // o•s X / ,9 ivm Cb - o / � � / I \ 1 1 �•_..7!� �__`'. _ _1 � � � / / 8•t c auto �u: ^t / cr"r l l 4 1 / % 92 dtKc /s / Z / / l HDD- R- x / / \ N O / / / 0 1 1 ° tc1/ c l 1 l 1 1 l Od 912 8a P7/ A ° I / '85 10d 8Z dd �. 6 HDD x0) / �6 L r\ / � / ZZ / f to I / �J / z / 3 I /C R7 ► O / 80 0 z \ k I 1 IQ Z L -10d 92 d`d�N HOD I 99# I I r7 \ 1 03HS t' I o a N0080 0j , OA 1 — / z- / o ,z-, o / L £6' / 310d / zL /sA NI / / / / � / / /k //Z ENISVeIVO ONIISIX3 N / 1 /k L L 10d 92 VAN 112idWHON38 lVildSOH a03 3dd0 00, 0 L ,' / i/l co —' ZF C�, \ C) -0z / / ti z/ _ .401 5l Od 9LLZ � � / y = �2 2 �Od 92 d / / / �� \� L6 ® wmo VA amle'll, 028 Od 2Z -VL 89/ 0 L 10d 92 dVV4 H� O\ ,f M L6# &I OAH N9 41- 0 HYD #97Zj lz / CCH / MAP 36 PCL 9 DB 1549 PG 216 A k/S Mq,N �cc N�,gNOF k Ar Ar Ar \ \ A_ kQ \ � / A_ CCH MAP 36 PCL 10 w DB 1423 G 830 A_ B / / / ARI I E ` J Q I--- 0- 0 2 I � O 9 U #68 BAY VIEW BOGS Q U #70 CAPE COD HOSPITAL CCH /j Q� HYD #97Zj lz / CCH / MAP 36 PCL 9 DB 1549 PG 216 A k/S Mq,N �cc N�,gNOF k Ar Ar Ar \ \ A_ kQ \ � / A_ CCH MAP 36 PCL 10 w DB 1423 G 830 A_ B / / / LOCUS 1" = 200' YARMOUTH MAP 36 PCLS 11, 12, 13, 14 # 50, 569 629 66 BAY VIEW STREET DEED REF. MAP 36 PCL 11 CAPE COD HOSPITAL DB 3380 PG 199 DEED REF. MAP 36 PCL 12 CAPE COD HOSPITAL D8 21279 PG 263 DEED REF. MAP 36 PCL 13 CAPE COD HOSPITAL DB 15030 PG 135 DEED REF. MAP 36 PCL 14 CAPE, COD HOSPITAL DB 3644 PG 207 SITE PLAN REVIEW DATA:. 1. STREET ADDRESS: (WHERE ALTERATIONS ARE PROPOSED) \ / A_ // // // 1 1.13 #50, 56, 62, 66 BAY VIEW STREET, WEST YARMOUTH YARMOUTH MAP 36 PCLS 11, 12, 13, 14 (TO BE COMBINED WITH EXISTING LOTS/PARKING ON YARMOUTH MAP 36 PCLS 3,8,9,10,11,93 2. PROPERTY OWNER: CAPE COD HOSPITAL CCH / MAP 36 PCL 3 / // 27 PARK STREET, HYANNIS, MA 02601 / k / DB 2115 PG 15 '/ / 3. EXISTING USES: ACCESSORY PARKING, RESIDENTIAL USE, AMBULANCE OFFICE, ACCESSORY STORAGE IN GARAGE. PROPOSED USE: EXPANSION OF ADJACENT ACCESSORY PERMITTED PARKING AREA FOR HOSPITAL USE, ACCESSORY STORAGE IN GARAGE PROPOSED TO REMAIN. 10.24 4. PROPERTIES ARE DESCRIBED IN DOCUMENTS AT BARNSTABLE // lam' COUNTY REGISTRY OF DEEDS AS LISTED ABOVE. �/ / 5. PROPERTY IS NOT IN THE AQUIFER PROTECTION .DISTRICT IN YARMOUTH 04 / / 6. PROPERTY IS PARTIALLY WITHIN FEMA DESIGNATED FLOOD ZONE B LINE ON PLAN DIGITIZED FROM 1"=1000' AND 1" = 500' MAPS AND IS APPROXIMATE ZONE B IS NOT A FLOOD HAZARD ZONE. YAR. FEMA MAP 2500150005D 7/2/92 WF#9 7. PROPERTY IS NOT WITHIN A STATE DESIGNATED A.C.E.C. & 1Z// 10.36 4 .,zo.00, ,2S SNE ZONING: R-25 (RESIDENTIAL -25) � / l � k� pN MIN. LOT AREA: 25000 SQ. FT MIN. LOT FRONTAGE: 150 FT. MIN. FRONT SETBACK: 30 FT. CAPE COD HOSPITAL MIN. SIDE SETBACK 15 FT. MIN. REAR SETBACK 20 FT. #50, �' MAX. LOT COVERAGE: 25% WF# FRONT��r/ SIDE YARD BU FER: 20, CCH ' ,� � � � MAP 36 PCL 11 9.85 ZONING: B1- BUSINESS 1 MIN. LOT AREA: 25000 SQ. FT / MIN. LOT FRONTAGE: 150 FT. MIN. FRONT SETBACK: 30 FT. POLE k J ._ 1 ' MIN. SIDE SETBACK 25 FT. 0/2 MIN. REAR SETBACK 20 FT._ - /C 25% MAX LOT OVERAGE: 21) W FRONT YARD BUFFER: 20 Ej�� 8.72 0 SIDE YARD BUFFER: 10' (20' AGAINST RESIDENTIAL) EN isn I SQu X 1 PARKING I I O XZ I 0 / / o X X / xX 1 1 N N —�'` l k PARKIN I 1 LANDSCAPE REQUIREMENTS: PARKING LOT TREES: 36 SPACES (1/8) = 5 REQ. 5 3" CAL. TREES PROVIDED RESIDENTIAL BUFFERS: 20' PROVIDED WITH 4' WIDE X 5 HIGH 75% EVERGREEN MIN. SCREENING �X 1 BUFFER TREES: 3" CALIPER 20' O.C. PROVIDED. / I I NOTE: HCP ACCESSIBLE SPACES PROVIDED ON MAIN CAMPUS LOTS l� f ►'dl / 0 1 i` FO DROOM D G! I O ( I SHED #56 CCH / 1' N LEGEN D AP 36 PCL 12J,.... z1._..._1 _ ..:` r` J —15— EXISTING CONTOUR 3" CAL. RED MAPLE E 1 I .06 +14.12 EXISTING SPOT ELEVATION WF 6 / �a _, � � _...__.. .� " '� � I 10.0 8 FINISH GRADE CONTOUR CONIFER / 0 � O / / \ 0 x x 1 [q6.2] FINISH GRADE SPOT ELEV. / 0 f„; HCP SYMBOL 10/2 k / o ({ �} SHRUB / O /EOO 1 f MANHOLE HYDRANT CATCH BASIN x / IPOLE LIGHT 00OW �I�� DRAINAGE GALLEY SHORT POST LIGHT � (WITH COVER TO GRADE) SINGLE POST SIGN WF#5. 1 ® TWO POST SIGN BENCHMARK /Q x/ / 9.3 C_Q, UTILITY POLE Q SOIL TEST CCH ._•� .�..�; MAP 28 PCL 58. WOOODUR E\ / f O / / / w EXISTING WATER MAIN / Q /, 2 / DB 2115 PG 1 G EXISTING GAS MAIN #62 + � Q Q x 00 X k / p / W E EXISTING BURIED ELECTRIC i N / O FO EXISTING U.G. FIBER OPTIC CABLE CCH !- .. MAP 36 PCL 13 t / / Z / cvj / N o EXISTING. U.G: OXYGEN PIPING o EXISTING U.G. TELEPHONE, NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING fine S 1- 1 G EL -E 8.O' y/ - _ I - PROJECT OWNER: CAPE COD HOSPITAL / GARAGE / C/0 TERRANCE E. WHITTEMORE, CPE �J / S ; ' 1 I DIRECTOR OF CONSTRUCTION & REAL ESTATE DEV. / / l v 11 x a a°� O I ' WF# _ . WAT EL. 7 6, 2/ /97 CAPE COD HOSPITAL P.O. BOX 640 -- 27 PARK STREET, HYANNIS, MA 02601 c ,' 1 W R E L. .98' 8' 3/ 1 1 3.. PH. 1-508-862-5104 FAX 1-508-862-7373 C.B. 1 1 _g I / UPOLE��— ® / / / /10/20 / l �r ` Ir / ST�GE / k 1 1 1 — 1 (To B1 ZONE REMAIN) 1 1 — — s 1 — _. 1 PROPOSED PARKING LOT R-25 ZON NEiY cR l _ AP 06 PCL g I 1 W # 3 r # 509 56, 629 66 BAY VIEW STREET pSSK'Al 6' BIT Sl WALK 6 '--_�,_�_ CAPEI COD HOSPITA x t� WEST YARMOUTH, MA l 1� # I G 1 X B}4 PG 207 k 1 43 .� I, I --x -J � p. SPIT AL I oSE© E1!G I 0 ` Z27 PARK STREET, HYANNIS, MA 02601 A'EEN yEDGE >c o l 1 � 40 80 / u� 0 20 0MINI- 10 20 / f, l O EX/S/JNG 441Z he \� �� ( IN FEET ) l Z HEpGE ox - DATE: 5-20-2011 l / QRS S/DEJ \ CCH ,0 \ / Q 1 inch = 20 ft.. REVISED: 6-17-2011 (SPR COMMENTS) N/F VELLONE—MCCANN, DB 8211 PG 342 �MAP 28 PCL 58.3 \ rr / MAP 36 PCL 15 �\ DB 2115 PG 15 /\\ - SHEET 1 OF 4 - LAYOUT � # 68A & #686HOFMass9 ~�"OFMAssgc+ y `o°h \\ , ; '� \` o�o� DANIEL cyG���� DOJALA / ti -4 OJALA -4 CIVIL ch off 508-362-4541 / �; / W F 2 ` . 3 9 8 No. 40980Q No. 465020 fox 508 362-9880 m #F / �Fss\ o� cr SEN down cape engineering, Inc... r SURVEY Al P CII//L ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 98-168\-02-171 DOC. PARK 2011.DWG • w ARI I E ` J Q I--- 0- 0 2 I � O 9 U #68 BAY VIEW BOGS Q U #70 CAPE COD HOSPITAL CCH Q� LOCUS 1" = 200' YARMOUTH MAP 36 PCLS 11, 12, 13, 14 # 50, 569 629 66 BAY VIEW STREET DEED REF. MAP 36 PCL 11 CAPE COD HOSPITAL DB 3380 PG 199 DEED REF. MAP 36 PCL 12 CAPE COD HOSPITAL D8 21279 PG 263 DEED REF. MAP 36 PCL 13 CAPE COD HOSPITAL DB 15030 PG 135 DEED REF. MAP 36 PCL 14 CAPE, COD HOSPITAL DB 3644 PG 207 SITE PLAN REVIEW DATA:. 1. STREET ADDRESS: (WHERE ALTERATIONS ARE PROPOSED) \ / A_ // // // 1 1.13 #50, 56, 62, 66 BAY VIEW STREET, WEST YARMOUTH YARMOUTH MAP 36 PCLS 11, 12, 13, 14 (TO BE COMBINED WITH EXISTING LOTS/PARKING ON YARMOUTH MAP 36 PCLS 3,8,9,10,11,93 2. PROPERTY OWNER: CAPE COD HOSPITAL CCH / MAP 36 PCL 3 / // 27 PARK STREET, HYANNIS, MA 02601 / k / DB 2115 PG 15 '/ / 3. EXISTING USES: ACCESSORY PARKING, RESIDENTIAL USE, AMBULANCE OFFICE, ACCESSORY STORAGE IN GARAGE. PROPOSED USE: EXPANSION OF ADJACENT ACCESSORY PERMITTED PARKING AREA FOR HOSPITAL USE, ACCESSORY STORAGE IN GARAGE PROPOSED TO REMAIN. 10.24 4. PROPERTIES ARE DESCRIBED IN DOCUMENTS AT BARNSTABLE // lam' COUNTY REGISTRY OF DEEDS AS LISTED ABOVE. �/ / 5. PROPERTY IS NOT IN THE AQUIFER PROTECTION .DISTRICT IN YARMOUTH 04 / / 6. PROPERTY IS PARTIALLY WITHIN FEMA DESIGNATED FLOOD ZONE B LINE ON PLAN DIGITIZED FROM 1"=1000' AND 1" = 500' MAPS AND IS APPROXIMATE ZONE B IS NOT A FLOOD HAZARD ZONE. YAR. FEMA MAP 2500150005D 7/2/92 WF#9 7. PROPERTY IS NOT WITHIN A STATE DESIGNATED A.C.E.C. & 1Z// 10.36 4 .,zo.00, ,2S SNE ZONING: R-25 (RESIDENTIAL -25) � / l � k� pN MIN. LOT AREA: 25000 SQ. FT MIN. LOT FRONTAGE: 150 FT. MIN. FRONT SETBACK: 30 FT. CAPE COD HOSPITAL MIN. SIDE SETBACK 15 FT. MIN. REAR SETBACK 20 FT. #50, �' MAX. LOT COVERAGE: 25% WF# FRONT��r/ SIDE YARD BU FER: 20, CCH ' ,� � � � MAP 36 PCL 11 9.85 ZONING: B1- BUSINESS 1 MIN. LOT AREA: 25000 SQ. FT / MIN. LOT FRONTAGE: 150 FT. MIN. FRONT SETBACK: 30 FT. POLE k J ._ 1 ' MIN. SIDE SETBACK 25 FT. 0/2 MIN. REAR SETBACK 20 FT._ - /C 25% MAX LOT OVERAGE: 21) W FRONT YARD BUFFER: 20 Ej�� 8.72 0 SIDE YARD BUFFER: 10' (20' AGAINST RESIDENTIAL) EN isn I SQu X 1 PARKING I I O XZ I 0 / / o X X / xX 1 1 N N —�'` l k PARKIN I 1 LANDSCAPE REQUIREMENTS: PARKING LOT TREES: 36 SPACES (1/8) = 5 REQ. 5 3" CAL. TREES PROVIDED RESIDENTIAL BUFFERS: 20' PROVIDED WITH 4' WIDE X 5 HIGH 75% EVERGREEN MIN. SCREENING �X 1 BUFFER TREES: 3" CALIPER 20' O.C. PROVIDED. / I I NOTE: HCP ACCESSIBLE SPACES PROVIDED ON MAIN CAMPUS LOTS l� f ►'dl / 0 1 i` FO DROOM D G! I O ( I SHED #56 CCH / 1' N LEGEN D AP 36 PCL 12J,.... z1._..._1 _ ..:` r` J —15— EXISTING CONTOUR 3" CAL. RED MAPLE E 1 I .06 +14.12 EXISTING SPOT ELEVATION WF 6 / �a _, � � _...__.. .� " '� � I 10.0 8 FINISH GRADE CONTOUR CONIFER / 0 � O / / \ 0 x x 1 [q6.2] FINISH GRADE SPOT ELEV. / 0 f„; HCP SYMBOL 10/2 k / o ({ �} SHRUB / O /EOO 1 f MANHOLE HYDRANT CATCH BASIN x / IPOLE LIGHT 00OW �I�� DRAINAGE GALLEY SHORT POST LIGHT � (WITH COVER TO GRADE) SINGLE POST SIGN WF#5. 1 ® TWO POST SIGN BENCHMARK /Q x/ / 9.3 C_Q, UTILITY POLE Q SOIL TEST CCH ._•� .�..�; MAP 28 PCL 58. WOOODUR E\ / f O / / / w EXISTING WATER MAIN / Q /, 2 / DB 2115 PG 1 G EXISTING GAS MAIN #62 + � Q Q x 00 X k / p / W E EXISTING BURIED ELECTRIC i N / O FO EXISTING U.G. FIBER OPTIC CABLE CCH !- .. MAP 36 PCL 13 t / / Z / cvj / N o EXISTING. U.G: OXYGEN PIPING o EXISTING U.G. TELEPHONE, NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING fine S 1- 1 G EL -E 8.O' y/ - _ I - PROJECT OWNER: CAPE COD HOSPITAL / GARAGE / C/0 TERRANCE E. WHITTEMORE, CPE �J / S ; ' 1 I DIRECTOR OF CONSTRUCTION & REAL ESTATE DEV. / / l v 11 x a a°� O I ' WF# _ . WAT EL. 7 6, 2/ /97 CAPE COD HOSPITAL P.O. BOX 640 -- 27 PARK STREET, HYANNIS, MA 02601 c ,' 1 W R E L. .98' 8' 3/ 1 1 3.. PH. 1-508-862-5104 FAX 1-508-862-7373 C.B. 1 1 _g I / UPOLE��— ® / / / /10/20 / l �r ` Ir / ST�GE / k 1 1 1 — 1 (To B1 ZONE REMAIN) 1 1 — — s 1 — _. 1 PROPOSED PARKING LOT R-25 ZON NEiY cR l _ AP 06 PCL g I 1 W # 3 r # 509 56, 629 66 BAY VIEW STREET pSSK'Al 6' BIT Sl WALK 6 '--_�,_�_ CAPEI COD HOSPITA x t� WEST YARMOUTH, MA l 1� # I G 1 X B}4 PG 207 k 1 43 .� I, I --x -J � p. SPIT AL I oSE© E1!G I 0 ` Z27 PARK STREET, HYANNIS, MA 02601 A'EEN yEDGE >c o l 1 � 40 80 / u� 0 20 0MINI- 10 20 / f, l O EX/S/JNG 441Z he \� �� ( IN FEET ) l Z HEpGE ox - DATE: 5-20-2011 l / QRS S/DEJ \ CCH ,0 \ / Q 1 inch = 20 ft.. REVISED: 6-17-2011 (SPR COMMENTS) N/F VELLONE—MCCANN, DB 8211 PG 342 �MAP 28 PCL 58.3 \ rr / MAP 36 PCL 15 �\ DB 2115 PG 15 /\\ - SHEET 1 OF 4 - LAYOUT � # 68A & #686HOFMass9 ~�"OFMAssgc+ y `o°h \\ , ; '� \` o�o� DANIEL cyG���� DOJALA / ti -4 OJALA -4 CIVIL ch off 508-362-4541 / �; / W F 2 ` . 3 9 8 No. 40980Q No. 465020 fox 508 362-9880 m #F / �Fss\ o� cr SEN down cape engineering, Inc... r SURVEY Al P CII//L ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 98-168\-02-171 DOC. PARK 2011.DWG • w