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HomeMy WebLinkAboutDecision 4396 - D - Grading & Drainage PlanCONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NOTICES, MAINTAINING COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, OBTAINING ALL OF THE REQUIRED CONSTRUCTION PERMITS, AND PAYING ALL FEES ASSOCIATED WITH THE PROPOSED CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY FACILITIES AND OTHER INCIDENTALS, WHICH ARE NECESSARY FOR THE FURNISHING, PERFORMANCE, TESTING, START-UP AND COMPLETION OF THE PROPOSED WORK. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE PROTECTION OF PROPERTY BOTH ON AND ADJACENT TO THE PROJECT SITE. THIS SHALL INCLUDE, BUT NOT LIMITED TO, TREES, SHRUBS, LAWNS, PAVEMENTS, ROADWAYS, STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, SEQUENCING, AND PROCEDURES REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPRO MENTS. 5. ALL CONSTRUCTION MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND OF GOOD QUAUTY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, EROSION AND SEDIMENTATION CONTROL, AND SOLID WASTE MANAGEMENT DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 7. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES AND PRECAUTIONS NECESSARY TO ENSURE THE PROTECTION AND SAFETY OF ONSITE PERSONNEL AND THE GENERAL PUBLIC. THIS SHALL INCLUDE, BUT NOT LIMITED TO BARRICADES, SIGNAGE, LIGHTING, FENCING, POLICE DETAILS, AND ANY OTHER MEANS AS DEEMED APPROPRI TE. ALL OPEN TRENCHES SHALL PLATED AT THE END OF EACH DAY. NO TRENCHES SHALL REMAIN OPEN AT NIGHT OR OVER THE WEEKENDS. 8. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND WRE COMPILED ACCORDING TO AVAILABLE RECORDS FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCAION OF THESE UTIUTIES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION -1 BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVI G OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL "DIG SAFE" AT 1-888-344-7233. BSd ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEtORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENT'S MUST BE CONSULTED. 9. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL COMPLY WITH THE MASSACHUSE S HIGHWAY DEPARTMENT STANDARDS AND TOWN OF BARNSTABLE REQUIREMENTS. THE CONTRACTOR SHALL IS RESPO,SIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS WITH THE TOWN OF BARNSTABLE. \\l 1 I I I I #465 STATION AVENUE ASSESSORS 'IAP 87 PARCEL 41 \ UPOL / 99.50 . 511 E.xISTIPd6\ \\ PA"-�ING .^.REA \\\ / c II IN, �G�ATE' \\\✓ o,,<aS` s0� 99 x 98.35 X \ o T 099.37 ! s? HP6 \ j 4 _.fu S n>a?i^!G i e 9.21 y STC 450' EXISTING R=97.86 l 3 l ti w CRAVEI_ PARKIN'' INV=94.70 - \ D D ROOF , LEADER /{ L17,9 °b` Yre x �g�t c- 4 P ° ny+ '� �� • `��Q i " fi"l.4 \ P#OPOSEU a r 5 \ RIFt iLti$UILDt10 a r -+ r'z - �n , z� � to D ,y V `' 2D. S F �,h> F� 100 OC1 ,, r 0<�P." EXISrNG A - �e 4 K , < <` PARKAdG AREA DMH R=98.8. 82 a r° ''°" �L ?INVn=94.30 ;rk.r INVaur-94.20 \[, tFz Yy,SY tix'd 414 HP y' 99.66 / ,a r• . / „` --- _ c0 99yc Sk 9� � ROOF TP -1 EXISTING ./ GRAV'E'L PARKING 3 /Y AREA GONG. 98 PAD D I / TP -2 -14T ON I I � I I o � I a I 98 / I ;FISTING + � TE ` 97 \ I 96 1 D CB -1 DOUBLE GRATE R=96.83 • RG. O �`L yah Oh /o 0 DMH -1 R=98.83 INVm=93.80 INVcur--93.70 DMH -2 R=98.82 INVIr=94.30 INVwT--94.20 -� STORMCEPTOR i STC 4501 (. R=98.10 \ INV.61 o \\\� INVur--9ur--93.51 10 fir{ a \z yOo ' ! 0 . OOS GROUNDWATER RECHARGE SYSTEM CONSISTING OF (36) STORMTECH SC -740 CHAMBERS EMBEDDED IN CRUSHED STONE BTM OF STONE = 93.00 BTM OF CHAMBERS = 93.50 #`= T STAT€N AVENUE ASSESSORS MAP88 PARCEL 89 - 97�-- - _ 96 \ 95 Nll�\ _ �TF EPHON S89'51'55"W 25437' e.6 \S �p-3 +1 O O3 FES -1 INV=93.00 INFILTRATION BASIN ��6 \ \ \ aL BOX - ---'/ CCB I OLD TOWN HOUSE ROAD REMOVE AND � DISPOSE EX. PUBLIC-60'WIDE LEACHING BASIN iN OFMgS,S90y BRIAN G. Gn o YERGATIAN CIVIL 'y .......- ty�6206 a k O.c G ST �I #465 STATION AVENUE ASSESSORS 'IAP 87 PARCEL 41 \ UPOL / 99.50 . 511 E.xISTIPd6\ \\ PA"-�ING .^.REA \\\ / c II IN, �G�ATE' \\\✓ o,,<aS` s0� 99 x 98.35 X \ o T 099.37 ! s? HP6 \ j 4 _.fu S n>a?i^!G i e 9.21 y STC 450' EXISTING R=97.86 l 3 l ti w CRAVEI_ PARKIN'' INV=94.70 - \ D D ROOF , LEADER /{ L17,9 °b` Yre x �g�t c- 4 P ° ny+ '� �� • `��Q i " fi"l.4 \ P#OPOSEU a r 5 \ RIFt iLti$UILDt10 a r -+ r'z - �n , z� � to D ,y V `' 2D. S F �,h> F� 100 OC1 ,, r 0<�P." EXISrNG A - �e 4 K , < <` PARKAdG AREA DMH R=98.8. 82 a r° ''°" �L ?INVn=94.30 ;rk.r INVaur-94.20 \[, tFz Yy,SY tix'd 414 HP y' 99.66 / ,a r• . / „` --- _ c0 99yc Sk 9� � ROOF TP -1 EXISTING ./ GRAV'E'L PARKING 3 /Y AREA GONG. 98 PAD D I / TP -2 -14T ON I I � I I o � I a I 98 / I ;FISTING + � TE ` 97 \ I 96 1 D CB -1 DOUBLE GRATE R=96.83 • RG. O �`L yah Oh /o 0 DMH -1 R=98.83 INVm=93.80 INVcur--93.70 DMH -2 R=98.82 INVIr=94.30 INVwT--94.20 -� STORMCEPTOR i STC 4501 (. R=98.10 \ INV.61 o \\\� INVur--9ur--93.51 10 fir{ a \z yOo ' ! 0 . OOS GROUNDWATER RECHARGE SYSTEM CONSISTING OF (36) STORMTECH SC -740 CHAMBERS EMBEDDED IN CRUSHED STONE BTM OF STONE = 93.00 BTM OF CHAMBERS = 93.50 #`= T STAT€N AVENUE ASSESSORS MAP88 PARCEL 89 - 97�-- - _ 96 \ 95 Nll�\ _ �TF EPHON S89'51'55"W 25437' e.6 \S �p-3 +1 O O3 FES -1 INV=93.00 INFILTRATION BASIN ��6 \ \ \ aL BOX - ---'/ CCB I OLD TOWN HOUSE ROAD REMOVE AND � DISPOSE EX. PUBLIC-60'WIDE LEACHING BASIN iN OFMgS,S90y BRIAN G. Gn o YERGATIAN CIVIL 'y .......- ty�6206 a k O.c G ST FS �� ALL BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER STATION CROSSING II 447 STATION AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & DRAINAGE PLAN APRIL 5, 2012 Ra SIONS! NO. DATE DESC. PREPARED FOR: BRUCE MURPHY P.O. BOX 386 SOUTH YARMOUTH, MA 02664 my B -SC UROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rw FILE: P.\prj\4808406\Civil\-Drawings\4808406-SEP.dwg DWG. NO: 5133-08 SHEET 4 OF 8 JOB. NO: 4-8084.06