The URL can be used to link to this page

Home My WebLink AboutDOA - 668 Route 28 - Site Plan002EROSION & SEDIMENTA TION CONTROL NO TES: 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL x 6.5 AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND L. v ah, ESTABLISHMENT OF VEGETATIVE GROUND COVER. - GOOD HOUSEKEEPING MEASURES DURING THE DAY TO _ f - " °" XF-!'' x 5.1V 9 2. THE CONTRACTOR SHALL PRACTICE I DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER X 7.8 WETLAND OR DEBRIS. _ J EDGE OF _ - -- x 7 1 , ...�_ ,-. 3. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER COURT PLAN 17862 A - .. 7.3 ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL SHowN osLA"7 03 d�, E� £ OF _ STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED R£G1SiRA¶oN _ T _ c ,ter. �> WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE ----- x 5.3 _8 s _ \ _ o I Q NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. / - - w 4. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT / x 8.4 ® s 6.7 ,P1 MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 5. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED x 9.a 1 x85 Q TO STORM WATER MUST BE PREVENTED FROM BECOMING A. POLLUTANT SOURCE. - Iz � r - 6°0 6. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS W-7 PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT DRAINNGAGE / PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. DRAIN '! STRUCTURE Z 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR x D f XSr�� 200' FROM R4ERR\ p FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITITIATED X 8. 1 c AS SOON AS PRACTICABLE. ` 10.1 _ _ -1- � I • V \ 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILYL- CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT BENCHMARK: D A ?0 PARKING t CENTER STONE BOUND W 5 PORTION OF THE SITE. Xss -"'` i 1 EL=6.36,(N.G.V.D.j j -1-C_EREe l x E.6 X 5.8 O EXISTING ' ^7 N S 1l PROPOSED FILTER FABRIC 1" x 2" x 4' WOODEN SENTARE _I'' X ° _ PP LAVIN STAPLE FABRIC STAKE 6' ON CENTER X 8.6 DISPOSAL 17;� �� Y onic ROOFED �o : A _ RAW BAR % LONG f .X64 5.8 TO POST. (MAX) SYSTEM w DOUBLE STAKED STRAW ff c BALE X 7.4► -48.24�I X8D - s ® X5.7 SLOP -_ r _- R ANT Ilk 10.1-_ 7.7 /F : E - I NO % _ W N BED _ �- t PROPOSED = ! SEDIMENT T 9"m STRAW WATTLES OR FlLTREXX SILTSOXX, ASSESSOR'S MAP 32 9 ; - _ * / ' BARRIER PARCEL 90 - / INSTALLED AND STAKED IN PLACE IN N - r i , l / ' t x 6.2 BURY BOTTOM OF Fl.TER %j ;: _ FABRIC IN 6" x 6" ACCORDANCE WITH MANUFACTURER'S - , 7 i TRENCH SPECIFICATIONS, MAY BE SUBSTITUTED FOR J-- / PROPOSED STRAW BALE SEDIMENT BARRIER. ' ? 1 FIRE PIT 50' ED(E FFER (TYPICAL) FROM EDGE 't1 • OF WETLMD ASSESSOR'S 92P 32 PARCELSTRAW BALE SEDIMENT BARRIER DETAIL --- .--- X 8.6 - - 8 • LAWN X 6.3 (NOT TO SCALE) --- �' -------- r--- PROPOSED _-- t MITIGATION STAKE STRAW BALES (ALL SIDES) PLAN m � PLANTING CATCH BASIN FRAME AND GRATE AREA ` a - X 8.4 BED PROPOSED ' 9-1 PARCELS I, II & III / / t TREK rc;4 - - - = DEED BOOK 14375, "CAPTAIN' PARKER'S PUB' 7�� I \ i X 6.3 PAGE 314 EXISTTtG RESTAURANT AREA= 40,079 S.F, t PROPOSED 0.92 ACAX / t CONCRETE PA1I0 � f 8 X 9.16�i ' i PLAN ��// �d.1.;` \\ ^�"RICK Ni', t x PAVEDX 8,0. P A NT 7. WALK g BED t PARKBJG O 00' BUFFER PROPOSED CRTC -H 6 X 6.6 ® OF�YE LAND s GNs Rr RAMP LAVH ` BASIN j ! PROPOSED \ fl 7.8 PROPOSER w BASIN / %, ENCLOSED A z Y " LANDING ' 7 7 7.5 (TY= cAL) 10 CFRaY<f N r, , INLET PROTECTION NOTES: 1. ENCLOSE STRUCTURE WITH STRAW SALES OR STRAW WATTLES DURING CONSTRUCTION. MAINTAIN UNTIL CONSTRUCTION IS COMPLETE AND SURROUNDING AREA IS STABILIZED. 2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE TO BE PLACED AROUND THREE SIDES OF GRATE ONLY. 3. GRATE TO BE PLACED OVER FILTER FABRIC. 4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER AIL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. CATCH BASIN INLET PROTECTION DETAIL NOT TO SCALE PROPOSED 3/4" - 1 1/2" DOUBLE CONCRETE PATIO WASHED STONE TOPSOIL 1 4" PVC PERF PIPE FOR b� ROOF DOWNSPOUTS AND PATIO DRAINS �;• EXISTING COARSE SAND OR COARSE SAND FILL (SEE NOTE 3) p' MIRAA 140NC FAB FILTER FABRIC INFILTRATION TRENCH DETAIL (NOT TO SCALE) NOTES: 1. FILTER FABRIC & TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. 2. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 3. INSTALLER SHALL EXCAVATE DOWN TO CLEAN SAND STRATUM AND BACKFILL WITH COARSE SAND, INCLUDING 24" AROUND TRENCH. 1. EXISTING CATCH BASINS SHALL BE FITTED VATH OIL ABSORBENT PILLOWS 2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE RMOVED FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS )3 THE EFFECTIVE DEPTH OF THE BASIN. 20 10 0 PLAN 20 1 inch = 20 It (T -';S AREA IS m1'ED BY TOWN WATER) 6.7 NOTES: KEY MAP NO SCALE PLAN REFERENCE: PLAN BOOK: 213 PAGE: 13 ASSESSORS MAP 32 PARCEL 91 SEWAGE DISPOSAL SYSTEM UPGRADE PLAN PREPARED FOR CAPTAIN PARKER'S PUB BY COASTAL ENGINEERING CO, INC. DATED 5/07/10 FLOOD NOTE: FLOOD ZONE Al2 (EL 10) AS SHOWN ON FEMA FIRM PANEL #250015 0006 D REVISED JULY 2, 1992 DA TUM NO SHOWNHEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929) LEGEND EXISTING ® CATCH BASIN GUY WIRE GUY POLE -0- UTILITY POLE - w - WATER LINE MONITOR WELL CONTOUR SPOT GRADE PROPOSED mmmAM HAYBALE SILTATION BARRIER 7 CONTOUR 8.1+ SPOT GRADE - G - GAS LINE 1. ACCESS TO CONSTRUCTION SITE SHALL BE FROM THE ROUTE 28 (SOUTHERLY) SIDE OF THE PROPERTY. 2. PROPOSED RAMP AND LANDING SHALL BE CONSTRUCTED IN CONFORMANCE WITH ARCHITECTURAL ACCESS BOARD REQUIREMENTS FOR ACCESSIBILITY. 3. EXISTING ROOF DOWNSPOUTS ON THE EAST SIDE OF BUILDING TO PATIO AREA SHALL BE PIPED TO THE INFILTRATION TRENCH WITH 4"6 SCH. 40 PVC PIPE. 4. EXISTING GAS LINE TO BE RELOCATED TO OUTSIDE OF PATIO AREA. 5. INSTALLER, SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND CONTACT DIG SAFE PRIOR TO EXCAVATION. PLANTING NOTES: 1. THE FOLLOWING NATIVE SPECIES, OR APPROVED ALTERNATIVES, SHALL BE PLANTED IN THE MITIGATION AREA: -BEACH PLUM 3 GAL ' --BAYBERRY 3 GAL, D ARROW'NOOD MBURUAM 3 GAL. W "-WINTERBERRY 1 GAL. > o ' -FLOW BUSH BLUEBERRY 1 GAL. -VIRGINIA ROSE 1 GAL. Lu Q 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE Ct- EXTENSION SERVICE 'GUIDELINES FOR PLANTING WITHIN THE 100' BUFFER ZONE". Lu cr_ �,j FINAL PLANT LIST SHALL BE REVIEWED WITH THE YARMOUTH CONSERVATION AGENT PRIdR TO PLANTING. MASS. N N C OASTAL ElEn ' NGMEMG OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 505.255.6700 SEAL MARTIN R. DONOGHUE 1.111, IN 151 8 ° 8.7x 8.3 ,i-- ENTRANCE _ ' ,' 7.4. _. �- O PLANT ;PLFLAIAT 3 - �- , ED BED BED ?ED , Q 100.00 '1Ji O U P. PAVcp O C4 �r 7.0 - L 7 X 8.5 U.P. , _.A: _ L=90.00 - Ncn Y. ALK PA 7.1 L4 X 8. I 7.5 Q WALKet wv \ ` �- 20V FROM RIVER ` a PAVED 8.5 8,9 O ROUTE., 2,! RB H,GLj''WAY F O � VA.RIA.BLE SCALE AS NOTED PROPOSED 3/4" - 1 1/2" DOUBLE CONCRETE PATIO WASHED STONE TOPSOIL 1 4" PVC PERF PIPE FOR b� ROOF DOWNSPOUTS AND PATIO DRAINS �;• EXISTING COARSE SAND OR COARSE SAND FILL (SEE NOTE 3) p' MIRAA 140NC FAB FILTER FABRIC INFILTRATION TRENCH DETAIL (NOT TO SCALE) NOTES: 1. FILTER FABRIC & TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. 2. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 3. INSTALLER SHALL EXCAVATE DOWN TO CLEAN SAND STRATUM AND BACKFILL WITH COARSE SAND, INCLUDING 24" AROUND TRENCH. 1. EXISTING CATCH BASINS SHALL BE FITTED VATH OIL ABSORBENT PILLOWS 2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE RMOVED FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS )3 THE EFFECTIVE DEPTH OF THE BASIN. 20 10 0 PLAN 20 1 inch = 20 It (T -';S AREA IS m1'ED BY TOWN WATER) 6.7 NOTES: KEY MAP NO SCALE PLAN REFERENCE: PLAN BOOK: 213 PAGE: 13 ASSESSORS MAP 32 PARCEL 91 SEWAGE DISPOSAL SYSTEM UPGRADE PLAN PREPARED FOR CAPTAIN PARKER'S PUB BY COASTAL ENGINEERING CO, INC. DATED 5/07/10 FLOOD NOTE: FLOOD ZONE Al2 (EL 10) AS SHOWN ON FEMA FIRM PANEL #250015 0006 D REVISED JULY 2, 1992 DA TUM NO SHOWNHEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929) LEGEND EXISTING ® CATCH BASIN GUY WIRE GUY POLE -0- UTILITY POLE - w - WATER LINE MONITOR WELL CONTOUR SPOT GRADE PROPOSED mmmAM HAYBALE SILTATION BARRIER 7 CONTOUR 8.1+ SPOT GRADE - G - GAS LINE 1. ACCESS TO CONSTRUCTION SITE SHALL BE FROM THE ROUTE 28 (SOUTHERLY) SIDE OF THE PROPERTY. 2. PROPOSED RAMP AND LANDING SHALL BE CONSTRUCTED IN CONFORMANCE WITH ARCHITECTURAL ACCESS BOARD REQUIREMENTS FOR ACCESSIBILITY. 3. EXISTING ROOF DOWNSPOUTS ON THE EAST SIDE OF BUILDING TO PATIO AREA SHALL BE PIPED TO THE INFILTRATION TRENCH WITH 4"6 SCH. 40 PVC PIPE. 4. EXISTING GAS LINE TO BE RELOCATED TO OUTSIDE OF PATIO AREA. 5. INSTALLER, SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND CONTACT DIG SAFE PRIOR TO EXCAVATION. PLANTING NOTES: 1. THE FOLLOWING NATIVE SPECIES, OR APPROVED ALTERNATIVES, SHALL BE PLANTED IN THE MITIGATION AREA: -BEACH PLUM 3 GAL ' --BAYBERRY 3 GAL, D ARROW'NOOD MBURUAM 3 GAL. W "-WINTERBERRY 1 GAL. > o ' -FLOW BUSH BLUEBERRY 1 GAL. -VIRGINIA ROSE 1 GAL. Lu Q 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE Ct- EXTENSION SERVICE 'GUIDELINES FOR PLANTING WITHIN THE 100' BUFFER ZONE". Lu cr_ �,j FINAL PLANT LIST SHALL BE REVIEWED WITH THE YARMOUTH CONSERVATION AGENT PRIdR TO PLANTING. MASS. N N C OASTAL ElEn ' NGMEMG OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 505.255.6700 SEAL MARTIN R. DONOGHUE 1.111, IN 151 CHECKED BY I OF I SHEETS ,TO. C13556.02 O 3 as Q O O C4 �r O a L4 Q a a F O � ry x SCALE AS NOTED DRAwiNTG FILE C1355601.dwg DATE 03/20/12 DP.ARWi BY CHECKED BY I OF I SHEETS ,TO. C13556.02