Loading...
HomeMy WebLinkAbout83-2083 - Proposed Pavilionc _ I CB ROUTE 28, RI B S TR- EE T ELECTRICAL SERVICE -PANEL & METER PACKET LA G SIGN - q66- 00' 27" W E 206.56' GRASS I � C �„ i ----q3-- % GRASS 5 _-Al 2-- / / I _ -33.02" t E �_'�- E jRRIGATI CONTROL PANEL / t _ ___� 0 CON E �� / — �` GRASS E STEPS E E P E t O 1 ? "- -- I — — _ STAMP BIT'uMINOU #y�/ J E E CONTRO PANEL iC ELECTRIC WIRING FOR ncP r v GRASS \ ! P CHAMBER PUMP r%, PUMP TO BE OWNER: TOWN QF—YARMOUTH. PUMPS TO IXISTir�c 1 ! �� BASE FLOOD ELEVATION /' I CHECKED FOR G D BE DEED: BOOK a 7, Al^� F CP / f STORMWATER INFILTRATION SYSTEM t1 CONTOUR 12 �0 PLAN: BOOK 33120, PAGE 65 �� FP �\\n .� I � � PARKING � WORKING CONDITION. g GRAssCpt t Z DUAL 2" PVC FORCE MAIN //r/ + -_j l; BIT. 11 (3) 2" CONDUIT ! I THROUGH SFQNE GRASS WAY � I INV.=11.5±/V I ! I GRANITE URB F ��I 4500 GALILON {� a NY�OPLAST �? i STAM,=- t // \ ( ! \� ! `'I f SE TIC TA NK j DRAIN BASIN 3 � 61- ��f7A10US A� '� �� _ 00 =.`a I L — O 5, z / 05 \ GRASS \ I\ L _ I TH U' CP ( £ 1 1 GRASS E0 5" I IN � =1 -S OL DRAINAGE EASEINT O 5 E I O 5 "VRij!/ACCESSIBLE' SIGN — ---- P ��------- ------ - ----I--- ----- �\17.62 I ! PROPOS f 1 I CONCRETE(19 Alf- ° j10 6' CURB CUT WALK / R ,7.13 s� I SLOPED PROPOSED I VISIBLE 4 CURGRAB FIELDSEFC LEACHING I P NGS OWED I `OF STONE " C 7 GRANITE ( 3� mip ---- ---- ---------�---- ---- - - - ---- - CURB I LF © A )POS ED DECK / v ' *SENO I ^ � BIT 4 �_ _ I VISIBLE BASE ---\ C�----/ � . �- �------------ . �_ OF STONE WALL 25 BUILDING SETBACK UNE — - - _ PARKING � � �� 4' CURB CUT - - - - - - - - - `� --I "D" BOX STONE WALL WITH f CHARTER BOAT LADDER SIGN._ �-. I 6" GRANITE CAP �� �= • -_-J 1 .6 _ t— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- _v STONE MALL WITH 141.4 - IRRIGATION x / m 188 H,IRRIGATI0 ;PIT- " 6` GRANITE CAP k o BACKFLOW PRIEVENTOR i e91 j4 ,����a5 �; 5 �i �5" ��5"/t4\� 5" �•�\ --_.5 5" �106 GRAS GRASS '!1\\\� t i i� � / `t¢ � ��r,�a o�o � 199.49' -14.1 0�0 GRASS 12" R{— P D 7 r _ OH ____ 5_ 3 OHVi 15.3 EDGE 0 P y -D --D - STORMWATER INFILTRATION SYSTEM 6" DI m ,,W, W W W —W -W of w w W E NOTES: 1. PARCEL LIES WITHIN THE BASE FLOOD ELEVATION OF 12' (NAVD 88) PER FEMA FIRM MAP NUMBER 2500100591J., EFFECTIVE 7/16/2014. 2. THE EDGE OF WETLAND (COASTAL BANK AT TOP OF REVETMENT) WAS DETERMINED BY YARMOUTH CONSERVATION OFFICER KELLY GRANT. 3. ELEVATIONS ARE BASED ON VERTICAL DATUM: NAVD 88. 4. IRRIGATION IS NOT SHOWN, GRASSY AREAS HAVE UNDERGROUND IRRIGATION. 5. ELEVATIONS AND EXISTING CONDITIONS SURVEY WERE DETERMINED BY FIELD SURVEY PERFORMED BY THE TOWN OF YARMOUTH IN JUNE 2016 UNLESS NOTED. 6. THERE IS NO ELECTRICAL SERVICE TO THE PUMP CONTROL PANEL. CONDUIT IS IN PLACE FROM ELECTRICAL SERVICE PANEL TO PUMP STATION CONTROL PANEL 7. THE LAYOUT OF THE UNDERGROUND DRAINAGE. INFILTRATION, SANITARY HOLDING TANK AND ELECTRICAL CONDUIT WERE TAKEN FROM A PLAN ENTITLED, 'THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT TRANSPORTATION IMPROVEMENT PROJECT PACKET LANDING IN THE TOWN OF YARMOUTH, PS&E SUBMISSION, ISSUE DATE AUGUST 20, 20D8.- & THE LAYOUT OF THE UNDERGROUND SEPTIC COMPONENTS WERE TAKEN FROM A PLAN TITLED 'SEPTIC AS BUILT PLAN FOR PACKET LANDING" DATED 7/11/2011. THE INVERT OF THE SEPTIC LINE WAS ALSO TAKEN FROM THIS PLAN. ALL SURFACE COMPONENTS OF THE SEPTIC SYSTEM WERE LOCATED BY THIS SURVEY. 9. ALL UNDERGROUND UTILITY INFORMATION IS APPROXIMATE AND NO CLAIMS ARE MADE TO THE ACCURACY OR COMPLETENESS OF UTILITIES SHOWN. FIELD VERIFICATION IS REOURED PRIOR TO ANY EXCAVATION OF THE SITE. CONTRACTOR SHALL CONTACT DIG -SAFE. CODUtT Y 10 2 8 BENCHMARK ,} a ,'. BOULDER 0 0 0 0 0 8±1TONE 0 0 00 /�/ 18" DN BASIN 18 " DRAIN cV STONE ±,'ALL WITH RIM=7.80 PROPOSED STORMWATER F PARCEL: En '6" GRANITE INV.=5.00 RECHARGE SYSTEM FOR B-2 INFORMATIONAL SIGN 1 TO COASTAL STORM �� ROOF RUNOFF 0 0 REAR N/A 3 s',�HDPE EXISTING LOT AREA: ADS STORMTECH SYSTEM _-/ ,I tzoOF NOT A ZONE 11 ` W/6 -SC -310 CHAMBERS IN ZONE DISTRICT: D 7.9- IRRIGATION CONTROL BOX BED OF CRUSHED STONE 791 I I BTM. STONE EL 4.50 BTM. CHAMBER EL 5.00 (PROPOSED ISTRAW WADDLES AS RESOURCE PARKING PROTECTION INFORMATIONAL SIGN BOARDS BIT. BENCHMARK 1 BITUMINOUS ,'. BOULDER XA CONDUIT [Moa 18" DN BASIN 18 " DRAIN © CLEAN OUT RIM=7.80 CONCRETEPAD F PARCEL: 78.1 (PAVILION, DECK, INV.=5.00 NING DISTRICT: B-2 INFORMATIONAL SIGN 1 TO COASTAL STORM SIDE 25' 0 0 REAR N/A 3 20,000 S.F. EXISTING LOT AREA: _-- ' 13 3 N 69' 13' 35" W/ _-/ ,I RESTROOMS / STORAGE GRANITE CURB II 0 ROPOSED \"PROPOSED CONCRETE i WATER SERVICE PLATFORM / STEP BASE W W W W W - CONIFEROUS TREE O CURB STOP DECIDUOUS TREE DRAINAGE MANHOLE SMH COVER W W m Q dao LOCUS BENCHMARK BIT. BITUMINOUS ,'. BOULDER C CONDUIT [Moa CATCH BASIN © CLEAN OUT CP CONCRETEPAD CONIFEROUS TREE O CURB STOP DECIDUOUS TREE DRAINAGE MANHOLE SMH COVER W W m Q dao LOCUS INFORMATION O'-50' 0 S.F. 50'-100' 50# S.F. OWNER: TOWN OF YARMOUTH —C-U-RR�ENT TITLE REFERENCE: DEED 15237, PAGE 349 PLAN REFERENCE: PLAN 320, PAGE 65 ASSESSORS MAP: 61 F PARCEL: 78.1 (PAVILION, DECK, FIRE POST INDICATE VALVE NING DISTRICT: B-2 SETBACKS: FRONT 25' TO COASTAL STORM SIDE 25' 0 0 REAR N/A MINIMUM LOT SIZE: 20,000 S.F. EXISTING LOT AREA: 30,346± S.F. NITROGEN SENSITIVE ZONE: NOT A ZONE 11 FEMA FLOOD W —WATERLINE ZONE DISTRICT: "X", "X -OTHER", "AE' DISTURBANCE AREAS WETLAND BUFFER 9� O'-50' 0 S.F. 50'-100' 50# S.F. DUCTILE IRON PIPE (SHELL WALKWAY) RIVERFRONT AREA 0-100' 501- S.F. FLAG POLE (SHELL WALKWAY) 100'-200' 1,5101- S F. D (PAVILION, DECK, FIRE POST INDICATE VALVE STAIRS & WALKWAY E DRAINAGE)*" AREA SUBJECT TO COASTAL STORM FLOWAGE WITHIN FLOOD ZONE 1,000± S.F. NOTE (ALL PROPOSED DISTURBED AREAS ALL M 74IN AREAS PREVIOUSLY blSTURBED. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION T� 9� LEGEND 'S� SS 4 DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE — 12 — —CONTOUR OFP FLAG POLE O SEWER MANHOLE DRAINAGE D PROFESSIONAL LAND SURVEYOR FIRE POST INDICATE VALVE -Q -,I SIGN E ELECTRICAL SOUTH YARMOUTH GUIDEWIRE �N4 SPOT GRADE 0 0 FENCE AUGUST 3, 2016 HYDRATE S STEPS onw OVERHEAD WIRE IP INSPECTION PORT CO UTILITY POLE W —WATERLINE a -7s IRRIGATION CONTROL BOX _) VP VENT PIPE 2 LAMP POLE � 0 METER PIT P PLASTIC PVC POLYVINYL CHLORIDE Signahirc: ISSUED FOR PERMITTING NOT FOR CONSTRUCTION T� 9� as -. 'S� SS 4 W LOCUS BASS RIMER LOCUS MAP: NOT TO SCALE OF %}A�`k4cyG FOa���tH m^ o ItlERANI v HEgtr m rco. awe KIERAN J. HEA DATE PROFESSIONAL LAND SURVEYOR PACKET LANDING IMPROVEMENTS 1377 BRIDGE STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED PAVILION AUGUST 3, 2016 REVISIONS: NO. DATE DESC. E-atc: Signahirc: PREPARED FOR: BROWN, UNQUIST, FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET, SUITE A YARMOUTH PORT, MA 02675 awBSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2016 The BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 mT FILE: 5003000-SP.DWG DWG.:6382-01 JOB. NO..5-0030.00 SHEET 1 OF 1