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HomeMy WebLinkAboutDOA - 668 Route 28 - Site Plan1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLE11ON OF SITEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. 2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER OR DEBRIS. 3. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE. 4. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 5. UTTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 6. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS 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 PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITITIATED AS SOON AS PRACTICABLE, 2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. FILTER FABRIC STAPLE FABRIC TO POST. DOUBLE STAKED STRAW BALE SLOPE BURY BOTTOM OF FILTER FABRIC IN 60 X 6" TRENCH 1" x 20 x 4' WOODEN STAKE 6' ON CENTER (MAX.) X 6.5 \ U.P. ' AL ®W-9 tYoax X68 \\ X5.7 X 7.8 _7___ -X 7.1� -_ .-� \ ss i ® EDGE OF WETLAND •, _ ``` ! 12145 _- -.8 _ � - - .9 1 1I} I ® 1LAIR7862 A�J`�- L - 9-` OF PAVEMENT 1 1 I ) sll` vow ON LANDND C� - � _ ` EDGE gi% 1 1 REGI A110 \'B 7__ _ - - -- 9.3 c� 1 Q I STR X 5.3 W-8 X8. 7 z r 6.cAL X8.4 I ' K 9.4 \\ i X 6'�1 ®-7 I 11 \ y DRANAGE�IO' (/ ,1 1till t p STRUCTURE ( 17• 18.0 1 1 1 1 � 1 X5. 200' FROM RIVER® �y I 1 1 I X 8 \\ _ 1` 1 1,1 �\ \ _ �' ® ® dL 110-1_ --"11' PAVEDI� 1 111 1 I \ BENCH A(ARK- PARKING 1 _ \ CENTER STONE BOUND ® A W-5 1 0 111 j I1 1 J �; \® I \ EL -6.36\ (N.G.V.D.) 1 1iX9s j I 1 11 1 IIII 1 I 1 11 �_'-CLERE 1 x ss \ x 5.8 l i 1 >•i� NITS \ C3' l EXISTING 11 1 I x 5 111 J( 1' 1 LAWN PROPOSED SEWAGE 71 1T1 \\_// +z OAK ROOFED X 8.6 1 SYS ESAL I11 , \ 1 N ` RAW BAR � 11 1 { LOADING LT_ SII j. X 6 4 ) 5.8 11 I AREA •111 ., I ® \ __:�i,l,X•7.4 , �1 i I - X8.0 � 1 _____c___� _ 5 - ��.■■482: ` ', _ � x 5.7 LANT 11 ' 10.1 -jl1 �- i ^77 ��� l ,o ,N' NPBED\ * � PROPOSED -9_ e. 1 ! ' ; ' \ / 19 _ \ SEDIMENT ` ASSESSOR'S MAP 32 �s X9 4 \ ' - / , BARRIER 900 STRAW WATTLES OR FILTREXX SILTSOXX, PARCEL 90 9� ; ( \ I y, INSTALLED AND STAKED IN PLACE IN X 6.2 1 ACCORDANCE WITH MANUFACTURER'S 7. PROPOSED SPECIFICATIONS, MAY BE SUBSTITUTED FOR 1 l I i �_ / 7,; 1 / FIRE PIT ` 50' BUFFER II (TYPICAL) STRAW BALE SEDIMENT BARRIER. _ 1 OF W EDGE i - -�"-�"� - I �� U � :' � , ;; � I , ♦ � OF WETLAND (NOT TO SCALE) STAKE STRAW BALES (ALL SIDES) \� /-CATCH BASIN FRAME AND GRATE CATCH BASIN INLET PROTECTION NOTES: 1. ENCLOSE STRUCTURE WITH STRAW BALES 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 ALL 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 DISCRETE PATIO WASHED STONE °< TOPSOIL t4 4" PVC PERF PIPE FOR ROOF DOWNSPOUTS AND 1v PATIO DRAINS f- EXISTING COARSE SAND OR COARSE SAND FILL (SEE NOTE 3) 1 ' MIRAFl 140NC FABRIC FILTER FABRIC INFILTRATION TRENCH DETAIL (NOT TO SCALE) 1. FILTERFABRIC & 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. ASSESSOR'S MAP 32 / I PARCEL 92 l LA X 8.6 WN I 1 I L------� 6.3 MITIGATION \� x ss L ---J / PLANTING 3 / w AREA v / X 8.4 r % PLANT W \ PROPOSEDo BED INFILTRATION ` / 9.1 Z PARCELS I, II & III , : : 1 TRENCH DEED BOOK 14375,"CAPTAIN A PARKERS PUB 7- i z 6.3 PAGE 314 EXISTING RESTURANT +81` 7>i \ • PROPOSED ` AREA= 40,079 S.F. t CONCRETE PATIO O 1 0.92 AC.t ,THRESHOLD Ob X 9.1#668 '' / _ - f•' • ' - BRICK:WALK'\ LAN ` _ / PAVED / X 8.d • __ = 7. B I / PARKING ( PLANT ., 100'% " 6 j" X 6.6 `� 0 BU / a i PROPOSED EXIST Nc ` , \ OF WETLAND CATCH ri \�` PROPOSED RAMP 0SED BASIN LAWN ENCLOSED pAp DRIVEWAY ®j.e w LANDING , 7.5 (TYPICAL) m' CHERRY 1 \ ENTRANCE D " - - - 7.7 7.4x 8.7X _ 8.3 I 1 j1RlYE , PLANT' SPLA o ) / \`OI // , ED . 1, BED PLANT \ . ^ _ _ 6.7 BED - _ �' PLANT // , 100.00' U.P PAVED WALK_ GRANITE CURB 14CHERRY - 7.0 U.P.LAWN -1 PAVED WALK X B. 1 8.5 L=90.00' _ R= _ 7.� 1600.00' "� UR 7.5 ` - 7.8GRAT' CB � ,-200' FROM RIVER PAVED WALK 8.0 - - -s- J ROUTE 28 8 9 GRANITE CURB e•5 STATE HIGHWAY VARIABLE 'MOTH STORMWATER SYSTEM MAINTENANCE NOTES: 1. EXISTING CATCH BASINS SHALL BE FITTED WITH OIL ABSORBENT PILLOWS 2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE REMOVD FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS Y3 THE EFFECTIVE DEPTH OF THE BASIN. PLAN I inch a 20 fL (THIS AREA IS SERVED BY TOWN WATER) NOTES: OASTAL 9 NC, Q &GINEERING OMPANY. INC. �c 260 Cranberry Hwy. Orleans, MA 02653 LOCUS `l°J 508.255.6511 Fax: 508.255.6700 ROUTE 28 t 9 � o q YARMOUTH. MASS. I 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 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929) LEGEND !STING ® CATCH BASIN GUY WIRE -m GUY POLE -o- UTILITY POLE - w - WATER LINE v, MONITOR WELL - - 8 - - CONTOUR 8x SPOT GRADE m m m m HAYBALE SILTATION BARRIER 7 CONTOUR 6A+ SPOT GRADE - G - GAS UNE 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"0 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. OTES.1. THE FOLLOWING NATIVE SPECIES, OR APPROVED ALTERNATIVES, SHALL BE PLANTED IN THE MITIGATION AREA: -BEACH PLUM 3 GAL -BAYBERRY 3 GAL. -ARROWWOOD NBURUAM 3 GAL -WINTERBERRY 1 GAL. -LOW BUSH BLUEBERRY 1 GAL -VIRGINIA ROSE 1 GAL 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE EXTENSION SERVICE "GUIDEUNES FOR PLANTING WITHIN THE 100' BUFFER ZONE". 3. FINAL PLANT LIST SHALL BE REVIEWED WITH THE YARMOUTH CONSERVATION AGENT PRIOR TO PLANTING. MARTIN R. I O D» Fy j A O ~0 w a I a H IT, w U W ~ U H a SCALE - AS NOTED DRAWING FILE DATE 03/20/12 DRAWNBY MRD CHECKED BY N N a X2.1.1 OF _L tCl c PROJECT NO. 56.02 6