HomeMy WebLinkAbout261 Whites Path Grading and Drainage PlanGRADING AND DRAINAGE NOTES:
1. THE PROJECT ELEVATIONS ARE BASED ON ASSUMED DATUM.
2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & DEMOLITION
OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY
THE CONTRACTOR
3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT
BEYOND THE LIMIT OF WORK.
4, DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED
ALTERNATIVE, TO CONTROL THE DUST.
5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION
NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF
PAVING, STORMWATER MANAGEMENT AND ALL U71UTIES (INTERIOR AND EXTERIOR).
EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED
INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN.
BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE
COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON
THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY
THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES.
PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT
WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT
SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED.
THE JOINT SHALL NOT BE ABRUPT.
6. ALL PIPE STONE SWALES, CHECK DAMS, AND OTHER DRAINAGE OVERFLOW AND OUTLET
AREAS SHALL HAVE RIPRAP EXTENDED FROM THE OUTLET TO THE BOTTOM OF SLOPE WITH A
MINIMUM 10 FT X 10 FT RIPRAP LEVEL SPREADER, UNLESS OTHERWISE SPECIFICALLY DETAILED.
ALL STONE OUTFALLS SHALL BE PROPERLY SHAPED SO THE RUNOFF IS CONTAINED WITH THE
STONE LINING. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION.
7. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4" LOAM, SEED,
& MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN
PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND AREAS THAT SHOW SIGNS OF
EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL
BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX 11.98 BY AMERICAN EXCELSIOR COMPANY
OR EQUAL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED
ECB'S AND PROPERLY STABILIZE ALL AREAS OF THE SITE.
8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20
LOADING.
9. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT SOIL INFILTRATION RATE AND
GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF
CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFILTRATION RATE). IF RATE VARIES FROM
ASSUMPTION OR GROUNDWATER IS PRESENT, SYSTEM MAY HAVE TO BE REDESIGNED AS
DETERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR
TO THIS OCCURRING IS AT THE CONTRACTORS OWN RISK.
10. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE
REMOVED FOR 5 FT AROUND THE INFILTRATION SYSTEMS/FACILITIES AND REPLACED WITH SAND
BORROW PER MHD M.1.04.0 TYPE B.
11. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO
MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED,
WITH A DIAMETER UP TO AND INCLUDING 24". BACK FILLING CPP MUST FOLLOW MANUFACTURER'S
RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115).
12. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE MANUFACTURER
RECOMMENDATIONS.
13. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO CREATE
POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE NOTED
OR DEFINED ON THE PIAN, ALL CUT AND FILL SHALL BE BLENDED TO DAYLIGHT AT EXISTING
GRADE WITH A 3:1 SLOPE.
14. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS
PRIOR TO PERFORMING THE FINISH GRADING WORK.
15. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION
AT ALL TIMES. JUST PRIOR TO COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL
INSPECTION AND CLEANING OF THE STORM WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND
SILTATION SHALL BE REMOVED FROM THE BASINS, FOREBAY, ETC. AND THESE AREAS SHALL BE
SHAPED TO FINAL CONTOURS AND ELEVATION PER THE PLANS. ALL REPAIRS SHALL BE MADE AS
NECESSARY TO THE SATISFACTION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH,
VEGETATION, SEEDING, ETC.
16. TYPICAL CURB REVEAL IS TO BE 6 INCHES (FOR VERTICAL FACE) UNLESS OTHERWISE NOTED
BY TOP OF CURB (TOC) AND BOTTOM OF CURB (BOC) ELEVATIONS. WHERE THESE ARE NOTED
THE CONTRACTOR SHALL REVIEW TO PROVIDE REQUIRED REVEALS AND THEN PROPERLY TAPER
THE CURB AND FINISH GRADE BACK TO THE TYPICAL 6 INCH REVEAL. IF TOC OR BOC LABELS
ARE NOT SHOWN, ALL SPOT ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT TO A CURB
FACE.
17. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION PROCESS
SHALL ENSURE ALL DEWATERING OCCURS THROUGH A PROPER DEWATERING BASIN (STONE,
FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE
SITE.
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#261 WHITES PATH
1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET
1. INSTALL SILT FENCI G/HAY BALES TO ESTABLISH THE LIMIT OF WORK AS SHOWN ON SHOULD BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT 1. THIS OPERATION AND MAINTENANCE PLAN SHALL BE PERFORMED BY THE GENERAL
PLAN. LEAST 1HAV OR SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. CONTRACTOR DURING CONSTRUCTION OPERATIONS AND BY THE OWNER ONCE THE FACILITIES
ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH ARE COMPLETED AND PUT INTO OPERATION:
2. CONSTRUCT TEMPO ARY CONSTRUCTION ENTRANCES AT POINTS OF EGRESS FROM OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN
THE SITE DURING CONSTRUCTION. TRENCH PERMIT AS REQUIRED. 2. PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED
3. DISCHARGES FROM )EWATERING OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL
INTO ANY WETLANDS OR EXISTING STORM DRAINS WITHOUT PRETREATMENT VIA GENERAL FILL SUBGRADE SHOULD BE PROOF -ROLLED WITH A CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM
SETTLING BASINS. LOADED 10 -WHEEL TANDEM -AXLE DUMP TRUCK. THE EROSION OR SILTATION CONDITIONS.
PROOF-ROLUNG SHOULD BE PERFORMED AS DIRECTED BY A 3. INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES
4. CLEAR AND GRUB SITE WITHIN THE LIMIT OF WORK. GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED UNTIL THE WITHIN THE FIRST YEAR OF OPERATION. THENCE, INSPECTIONS AND MAINTENANCE SHALL BE
SUBGRADE IS APPOVED BY A
5. CONSTRUCT SWM S DIMENT FOREBAY AND INSTALL CATCH BASIN WITH SILT SACKS. MATERIALS FOR FILL O ERATIONSEHNICAL FO RCGE ERALNSITE GRADNGROW CONDUCTED ON A SEMIANNUAL BASIS (2 TIMES A YR.) AND AFTER ALL LARGE STORMS. AN
SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE INSPECTION REPORT SHALL BE MAINTAINED.
6. ESTABLISH ROUGH UB GRADES FOR PARKING LOT. GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL 4. ACCUMULATED DEBRIS IN CATCH BASINS, SEDIMENT FOREBAY AND INFILTRATION BASINS
7. PERFORM SITE CON TRUCTION. INSTALL BASE COURSE PAVING AS SOON AS FILLS SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OF PROPERLY.
PRACTICAL COMPACTED AS FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT BROKEN OR DAMAGED GAS TRAPS/HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED
SPECIFICATIONS: TO ENSURE ADEQUATE FUNCTION.
& INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF
ASTM D-1557 (AASHTO T-180)
A MINIMUM OF ONCE ER WEEK. - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, 95% OF 5. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS,
LEACHING BASINS, PIPES AND RIP RAP DRAINAGE CHANNELS FOR THE ENTIRE STORM
9. REMOVE SEDIMENT UILDUP AT EROSION CONTROL DEVICES AS NEEDED. ASTM D-1557 (AASHTO T-180) DRAINAGE SYSTEM. THE GENERAL CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED
REDISTRIBUTE MATER( OVER SITE IN CONFORMANCE WITH EARTHWORK - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE
SPECIFICATIONS. INCHES OF SUBGRADE AND SUBBASE), 92% OF ASTM D-1557 NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE
(AASHTO T-180) REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE
10. ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED, INSTALL FILTER FABRIC AND - FILLS IN GREEN SPACE, 90% OF ASTM D-1557 (AASHTO T-180) DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY.
STONE OR HAY BALES AROUND ALL NEW STRUCTURES AND MAINTAIN THEM UNTIL - FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS,
PAVEMENT IS IN PLAC AND VEGETATION IS ESTABLISHED. ALL OUT FALLS SHALL BE VAULTS, ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND 6. ALL OUTLETS, RIP RAP DRAINING SWALES, AND SLOPES SHALL BE KEPT STABIUZED. ANY
STABILIZED WITH STON PROTECTION AS REQUIRED. INITIAL BACK FILL), 95% OF ASTM D-1557 (AASHTO T-180) EROSION SHALL BE REPAIRED IMMEDIATELY.
11. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL,11T7 T/ 7. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SWM FACILITIES BEFORE IT
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SEED AND MULCH OR URLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON V LL L NOTES: EXCEEDS 1' IN DEPTH, OR AT LEAST ONCE EVERY 5 YEARS. FOREBAY SLOPES SHALL BE
SAID SLOPES FOR A P ERIOD OF 14 DAYS OR GREATER. ALL SLOPES SHALL BE MAINTAINED WITH A GRASS STAND OF AT LEAST 3". GRASS SHALL BE MOWED AT LEAST
PERMANENTLY STABIL 1 CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE ED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL ( TWICE A YEAR AND CLIPPINGS SHALL NOT BE LEFT IN BASIN. ANY TREES OR OTHER WOODY
GRADING. 1-1-888-DICAT -SAFE) AN UTILITY OURS COMPANIES
PRIOR THE START OFTO LOCATE LL EXISTING
N. VEGETATION GROWING IN EMBANKMENTS OR NEAR CONTROL STRUCTURE SHALL BE REMOVED.
UTILITI12. PROVIDE SILT FENCE FOR SEDIMIENT FOREBAY PROTECTION. INFILTRATION AREAS THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH 8, THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED:
SHALL BE PROTECTED AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND SEDIMENT HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE + DATE OF INSPECTION
DURING CONSTRUCTION. START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND * GENERAL CONDITION OF THE ENTIRE SYSTEM
SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN ► CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND
13. COMPLETE FINISH 3RADING AND STABILIZATION OF SITE. PLACE FINAL PAVING IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN WHEN PERFORMED.
COURSE. HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, ► A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE PLANNING
THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BOARD UPON REQUEST.
14. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES, DRAIN MANHOLES, PIPES BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
AFTER COMPLETION Of CONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS, OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, 9, MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITY SHALL BE IN ACCORDANCE
SWALES, CHECK DAMS ETC. STABILIZE DISTURBED AREAS. INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION WITH THE EXECUTED INSPECTION AND MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER
DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE MANAGEMENT FACIUTIES AND SHALL BE THE RESPONSIBILITY OF THE OWNER AND THE
15. CLEAN OUT ALL SEDIMENT FROM SWM FACILITIES AND OUTLET STRUCTURES. ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, ASSIGNEES.
REGRADE TO CONTOU S PER DESIGN. INSTALL SEDIMENT FOREBAY MATERIALS. VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, 10. THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND THE PLANNING BOARD
STABILIZE ALL SLOPES AS REQUIRED. TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH ENGINEER AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION.
16. UPON ESTABLISHMENT OF PERMANENT GROUND DOVER AND APPROVAL BY THE (-PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR
SHALL PRESERVE ALL UNDERGRO ND5YSTEMS, INFRASTRUCTUPE AND
,ENGINEER, REMOVE HAY BALES & SILT FENCE. STABILIZE ALL AREAS W14ERErHAY UTILITIES AS REQUIRED.
BALES WERE REMOVED 4 %r j I
r� 2. GAS, ELECTRIC, DATA/COM IS SHO SCHEMATICALLY'HER19N. ALL !
I LABOR WORK, EQUIPMENT AND•,MATERIALS FOR ;INSTALLATION , OF THESE f
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IN UTILITIES SHALL BE OWNED AND"PERFORMED B� THE CONTRACTOR. }}
l l UTILITIES. SHALL BE INSTALLED WITH A MINIMUM COVER OF /3 FEET t
U.O.N. OR OTHERWISE DIRECTED" BY THECONkROLLING UTI "ITY COMPANY. 1
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\ FILLING FOR ALL UTILIFI AND MISCELLANEOUS WORK INCIDENTAL TO
\ y THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS.
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BAXTER NYE
ENGINEERING &
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Registered Professional Engineers
and Land Surveyors
78 North Street - 3rd Floor
Hyannis, Massachusetts 02601
Phone - (508) 771-7502
Fax - (508) 771-7622
www.baxter-nye.com
ST I STAMP
MATTHEW
W.
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CIVIL
No. 43183
CONSULTANT
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1436 lyannough Road
Hyannis, MA 02601
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www.baxter-nye.com
ST I STAMP
MATTHEW
W.
EDDY
CIVIL
No. 43183
CONSULTANT
CONSULTANT
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SHEET TITLE
Grading and
Drainage Plan
SHEET NO
DATE: MAY 19, 2016
30 0 30 60
SCALE IN FEET
SCALE: 1"=30'
DRAWN/DESIGN BY: JKL CHECKED BY: ME
JOB NO: 2016-021 C A D D FILE: 2016-021 GD.dwa