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HomeMy WebLinkAbout83-1634 - Site Plan 2Exlq. £/ec. hondho%3 1 '4 +29.01 Extg. Communications 02 4 0 l/ �k/ OSED EDGE OF PAVEMENT ` NOTE: CONTRACTOR TO PROVIDE NEW ACCESS DRIVE PRIOR TO REMOVAL LIFT GATE BY OWNER, CONTRACTOR y / / WITH CAPE COD BERM T OF EXISTING ACCESS DRIVE. PARKING LOT IS TO REMAIN FUNCTIONAL AT O PROVIDE REICONN. (SEE PAVEMENT SECTION) \ ALL TIMES. +28 72 NO (2) 2" ELECTRIC AL CONDUITS TS /// 128.69 / +27.69 MAP 36 PCL \ 1 + 25.58 NEW 5 p +27.91 \ SIDEWALK +27.51 a• PROPOSED 4' HIGH BLACK PLASTIC COATED WITH HCP �' +27.9 CHAIN LINK FENCING (TYPICAL) CURB CUT MOVE EXIST. / \ \ / TYR \ 26'R +27 60 LIGHT PO \ +3D.65 PROPOSED STORMWATER INFILTRATION SYSTEM BLEND TO (18) 4'X4'X4' LEACHING GALLEYS IN TRENCH / EXISTING CONFIGURATION WITH 4' STONE ALL AROUND / WALK • OVERALL DIMENSIONS 4'X12'XSO' TO OUTSIDE STONE. TOP STRUCTURES ELEV. 16.6, BOTTOM 12.6 26 3" CAL. TREE 20' ON CENTER EXISTING TREES OF AT LEAST 4' CAUPER THAT EXIS BUFF R ZO HALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TR SHALL BE P D AT INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYPAL FFERS) 5. A_ ` l 28.57 / INV k / +z5,1 25.69 -�. 29.13 / W \ 29.25 / � /7F 47 5. +25.n 1 i qT\\ \ �6Y�f.� 1 \\� 26.2 CIO+25., X25.47 a 82 9.66 -/26. 6 J3. 2 . �+ 9 W 9CC f'SS ORf 21.81 CAUTION: EXISTING LIGHTIN AND DATA CONDUITS IN T IS b 4 AREA MUST BE REPLACE WITH / ^ 2 64 'I' .71 DEEPER UNITS PRIOR T CONSTRUCTION. 4 b_ 4 REMOVE EXISTING FENCING AND PROVIDE NEW ACCESS \ DRIVE/FENCING. -6.29 25.6 / h MATCH EXISTING GRADES 21.48 4.49 AP 36 PCL,t \\ q \� 74 +25.72 � 2 RELO TED GUARD SHACK \ � � \ +22.3 1.11 34 9 1124.43 t 33 OVE ATE TO NEW 15Tf ,\ EN CE ABOVE. PROVIDE \ NEW SOLID FENCING TO 23 32 �4 \ NEW GATEHOUSE. \ o 620' 24.26 �� & ORfYf �£.rlq.\ c. hondho/e 2 77 .3 48 � 3 � 2p D� 22 • 5 Extq. Com un cokans AFD/ � 8 � +22 77 / Guard Shot � 2 A• (rs CONSTRU 4 S�AC�ES WHERE GUARD 3'69#2�4 c _ SHACK t TO REPLACES SPACES 2-T2 2' 13 \ �` \ pay LOST F R NEW LOT ENTRANCE r. 7. 6 \ \ Pxl I RO 0 1.29 t/ E/ 70/70/7e PINTERNAL LOT LINE\ \ �- E �A ASM LOTS TO BE COMBINED ROCK ` _�+ 2 2.7 2 1 t \ i /% 83 .43 .95 -A5 _5.8 3.86 - i k'/ 15.43 j % ` (i F \ / `\ 30. 29.24 / >f \ H, �\' 7.OC o",\ `` `EXISTING / t2 .55242 6 52 + .o6 b..+ , K, '2�-„°"� / / / 2pN1N0 R�2S AREA .67 29.38 ' 14 / +10.9 4D/ 2p 4 _ \ W °� O r X6.84 \\ •Y�Z�91�W _'}`28.5 26. \ 7 5 4,+5� \ 25c$ / ZONE �. /.97\ , I T + 666 8 +29.17/ \ !i // � \ ; ! / / ry �0 ? / / �W_ RtiEp 1��7 t 9.68/ 3 .74 // / 6.7 // 0.57 / / +21.68 / +128 8. \'r .5B E/ 2 .41 /� / /i / \ #2 2. \ I. 786-- 95 / .8 • / i• / 2 3.5 / P 6 PCL 3 2 \\+9.66 / \ 25 25.56 26 /' • fd62 J / +23.15 I5 ; .9D � - 1 1 / .r CAUTION: BURIED ELECTRIC AND DATA CONDOR € °2 6 �/ N / .� / FIELD FLAG AND DO NOT DISTURB CONDUITS P5 7.99 3 - 27.52 .�24 B4 gu/ / ? + / / r VERIFY DEPTHS ADEQUATE FOR SAFE CONSTRUCTION - 'I ,}' 1.72 8 MAPL / , CONDUITS MAY HAVE TO BE LOWERED BY CCH (N.LCJ +28. + + 96 , 27.78 / \ / 0� 2 04 '"ChS�y� +22.9 3.26 Fqt INA LAW + 9 ` / + AREA080 PROPOSED GRASS LINED SWALE. BMP TO MITIGATE 402 .35 F /y'�P "'.61 4 19 ! ! W / / = /,� IMPACT OF OVERFLOW PIPE ON 'BOG. SHAPE TO LINE ! �2 6 11 m Q� 26.3 f r°/ t �G� DIgT /. IMPACT GRADE INDICATED, 6" LOAM & HYDROSEED / 5 PROPOSED 2:1 FILL SLOPE BASIN AREA, TRAPROCK APRON AS SHOWN WITH 4" pV ti J E 4 t / 4 - MIRAFI 140NS FILTER FABRIC BELOW. 4 t ', 4. ) / COMPACT AND STAPLE EROSION 21 V O / / i CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED FKL¢ { / 2 .6 / 8"X8" P.T. GUARDRAIL & 4' BLACK VINYL ATED EWEF� MH ' i ' , v / 24 8 / 1904 l l // \ � \ � / � / r' CHAIN LINK FENCE AT TOP OF SLOPE (TYP.) /' / .10 11.69 4 EL '28.11., i } +�� /�l/ / i ��� f' / +28.02 / `! ! „ x / h 3 PROPOSED PAVED PARKING INV. 25.71 r - 1r tp27(42 / / �2 4 9•�.2.gg55 TOR / 0 27.42 I-� / / LIFT GAT R, CONTRAC l + J l P 36 1 .20 LOT- 42 CARS 1 6.21 TO PROV R INF. CONC. PAD / VMAI- AND \ �• �� AND 2) I E RICAL CONDUITS <1 PCL 11 4 j/5/x /X' EDGE OF WETLAND FLAGS BY MAP 28 PCL 58.1 v 9 HAMLYN CONSULTING (TYP.) 27,64SEWER MH N `v �� / - zo I INTERNAL LOT LINE (TO BE REMOVED) EXISTING FLOO O 6.03903 Bt s.8s U TY N r .z1 + CRANBERRY BOG NcvD ` 1 /=11i � I� +26.74 o:;11 / 12.5 _� A 9.J2 . f #.2A•Iji 10 1 = /)25885 h i 5 Bios / J STONE / 18.6 O• +10.33.10 1 3 1.57 35 i ANY REMAINS OF CESSPOOLS AND ORGANIC SOIL TO BE REMOVED (TYP.) /.8 �� O +15.95 +10.7 ' I DR IN 6.15 � + `.�0� 4.00 \ 1 .37 + 62 1 v? AD E,,**n1+c ( +10.33 {) 178 4WID 5' HIGH / EVERG EEN PLANTINGS ��.61- J) t a TYPIC ALONG RESIDENC``J1}� •' 7�6 6 ' / I' p+1,.� + 2.05 ' o / / m0. ' t N_ / x Z 10.54 I WORK E LINE BACKED WITH SILT FENCE ALONG O 0. / oNj �� EMENT � i WORK LIMIT LINE 35' OFF WETLAND. w ( B D / EXISTING 0� g ( FOUN 1 + HOUSE 4 (0: ) (1 4 / i m / N/F CHARLES ODAMS ) w I 20' ON CENTER ER x -- MAP 36 PCL 12 ( �_ - �� EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE / I ?rt RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT ? 5 INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYP.) / J - +19.85 / x �+ RELIEF REQUESTED TO LIMIT PLANTINGS TO THE EXTENT SHOWN ON PLANS 119.50 / .32 ,-, +19.43 / / :9.26 j m \ 20 / If s o / s PROPOSED CONDITIONS- SITE PLAN LEGEND EXISTING 20 ECIDUOUS TREE SITE PLAN REVIEW DATA: ° �° �° w -15 ExsnrG CONTOUR SADVE WHERE POSSIBLE ( IN FEET) - +14.12 EXISTING SPOT ELEVATION / 1. STREET ADDRESS: ))30,/(34,//40. & #50 BAY VIEW STREET, WEST YARMOUTH 1 inch = 20 ft. - [ 1�]- FINISH GRADE CONTOUR PROP. C DECIDUOUS TREE YARMOUTH MAP 36 PCLS 3,8,9,10,11 2. PROPERTY OWNER: LANDSCAPE REQUIREMENTS: EVERGREEN 5' HIGH CAPE COD HOSPITAL PARKING LOT TREES: 44 SPACES (1/8) = 6 REQ. 21.1 FINISH GRADE SPOT ELEV. o 0 27 PARK STREET, HYANNIS, MA 02601 (8) 3" CAL. TREES PROVIDED 1 HCP SYMBOL SHRUB 1. 3. EXISTING USE: ACCESSORY PARKING, RESIDENTIAL USE RESIDENTIAL BUFFERS' 20' PROVIDED WITH MANHOLE PROPOSED USE: EXPANSION OF ADJACENT PARKING AREA 4' WIDE X 5' HIGH 75% EVERGREEN MIN. SCREENINGHYDRANT CATCH BASIN (©) f � f 4. PROPERTIES ARE DESCRIBED IN DOCUMENTS AT BARNSTABLE BUFFER TREES: 3" CALIPER 20' O.C. PROVIDED. POLE LIGHT v COUNTY REGISTRY OF DEEDS NOTE: HCP ACCESSIBLE SPACES PROVIDED ON MAIN CAMPUS LOTS I - � >� • � LOCUS # SHORT POST LIGHT � LEACHING GALLEY . , 5. PROPERTY IS NOT IN THE AQUIFER PROTECTION DISTRICT IN YARMOUTH (WITH COVER TO GRADE) f I SINGLE POST SIGN E _ 6. PROPERTY IS PARTIALLY WITHIN FEMA DESIGNATED FLOOD ZONE B � BENCHMARK LINE ON PLAN DIGITIZED FROM 1"=1000' AND 1" = 500' MAPS AND IS APPROXIMATE CP CESSPOOL (APPROX.) ZONE 6 IS NOT A FLOOD HAZARD ZONE. YAR. FEMA MAP 2500150005D 7/2/92 C� UTILITY POLE TH1 SOIL TEST r7J� I 7. PROPERTY IS NOT WITHIN A STATE DESIGNATED A.C.E.C. ( w EXISTING WATER MAIN '•i( '} ��, \ NOTE: c EXISTING GAS MAIN / BAY VIEW BOGS ZONING: R-25 (RESIDENTIAL -25) THIS PLAN HAS BEEN COMPILED FROM CURRENT AND PAST FIELD WORK (1974-2003). e EXISTING BURIED ELECTRIC & U.G. FIBER OPTIC CABLE - ( % MIN. LOT AREA: 25000 SQ. FT UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING PLANS OF MIN. LOT FRONTAGE: 150 FT. RECORD AND FIELD INSPECTION WITHOUT EXCAVATION. THE INFORMATION SHOULD BE ° EXISTING U.G. OXYGEN PIPING "-/MIN. FRONT SETBACK: 30 FT. T EXISTING U.G. TELEPHONE CONSIDERED APPROXIMATE AND MAY NOT BE COMPLETE. AT LEAST 72 HOURS PRIOR TO €ham I MIN. SIDE SETBACK 15 FT. ANY EXCAVATION FOR THIS PROJECT WORK, THE SITE CONTRACTOR SHALL MAKE THE NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING MIN. REAR SETBACK 20 FT. REQUIRED NOTIFICATION TO DIG SAFE, THE YARMOUTH WATER DEPARTMENT, THE MAX. LOT COVERAGE: 25% BARNSTABLE DPW AND OTHERS HAVING UNDERGROUND CABLE, PIPING OR APPURTENANCES LEGAL: ATTY. PATRICK M. BUTLER, NUTTER McCLENNEN & FISH LLP FRONT YARD BUFFER: 20' ON THIS SITE FOR VERIFICATION OF LOCATIONS. 1630 IYANNOUGH ROAD, P.O.BOX 1630 HYANNIS, MA 02601 SIDE YARD BUFFER: 20' PH 1-508-790-5407 FAX 1-508-771-8079 ZONING: B1- BUSINESS 1 PROJECT OWNER; CAPE COD HOSPITAL MIN. LOT AREA: 25000 SO. FT C/0 TERRANCE E. WHITTEMORE, CPE MIN. LOT FRONTAGE: 150 FT. FRONT YARD BUFFER: 20 CORPORATE DIRECTOR OF CONSTRUCTION AND REAL ESTATE DEVELOPMENT LOCUS I" = 200' (` "' " MIN. FRONT SETBACK: 30 FT. SIDE YARD BUFFER: 20' AGAINST RESIDENTIAL CAPE COD HOSPITAL P.O. BOX 640 YARMOUTH MAP 36 PCLS 8,9,10,11 & 28/58 MIN. SIDE SETBACK 25 FT. 27 PARK STREET, HYANNIS, PH. 1-508-862-5104 FAX 1-508-86 0 2-7373 MIN. REAR SETBACK 20 FT. MAX. LOT COVERAGE: 25% DRAFTER: DAO DATE: MAY 2, 2003 `ZI+oF/zyssa Sh r Mq�^� { PH. 1-50$-362-4541 �M 1 FAX..1-508-362-9880 Q PARKING LOT SITE PLAN REVISED: MAY 21, 2003 (EASEMENT) o� ARNEH. "y AaN� down cape engineering, lnc. rTt CHKD 8Y: AHO N H, Fn N OF LAND IN YARMOUTH, MA CIJALA DJALA -1 REVISED: 7-20-04 (ZBA CONDITIONS. SLOPE) 2®rev #30,#34,/j40,& /(SO BAYVIEW STREET, WEST YARMOUTH, MA FIELD: DCE CIVIL � C/1/lL ENGINEERS tV I PREPARED FOR N0. 30792 ! - o SCALE AS NOTED -. ao �F LAND SURVEYORS > , CAPE COD HOSPITAL MAY 2, 2003 , 939 Main Street - YARMOUTHPORT, MASS. Ca -� � ® ® 27 PARK STREET, HYANNIS, MA 02601 98-168 CCH\DWG - -- - - ®,� DOCPARK REV SLOPE.DWG .