HomeMy WebLinkAbout22ZBA2 Plans August 2022PROJECT LOCATION
LOCATION PLAN
SCALE: 1"=2,000'
N
MONTVILLE
CONNECTICUT
HARTFORD
NORWICHMIDDLETOWN
NEW HAVEN
STAMFORD
TOWN OF MONTVILLE, CONNECTICUT
CONTRACT DRAWINGS FOR
COOK HILL TANK REPLACEMENT PROJECT
MONTVILLE WATER SUPPLY
AUGUST 2022
DRAWING INDEX
GENERAL
---COVER
CIVIL
C-1 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND DETAILS
C-2 DEMOLITION PLAN AND OVERALL MODIFICATIONS
C-3 SITE PIPING, LAYOUT AND GRADING PLANS
C-4 EROSION CONTROL NOTES AND DETAILS
C-5 CIVIL DETAILS
SURVEY
---SURVEY
PERMITTING REVIEW
860.343.8297 | www.wright-pierce.com
WP PROJECT No. 20410B
CONTACT INFORMATION
APPLICANT
NAME: RON MCDANIEL C/O MONTVILLE WPCA
PHONE: (860) 848-6776
ADDRESS: 83 PINK ROW, UNCASVILLE, CT 06382
OWNER OF RECORD
NAME: TOWN OF MONTVILLE
PHONE: (860) 848-3030
ADDRESS: 310 NORWICH-NEW LONDON TPKE., UNCASVILLE, CT 06382
ZONING INFOMATION
ZONE R-20
FRONT AND REAR SETBACKS- 40FT.
SIDE SETBACKS- 20FT.
GENERAL NOTES, LEGEND AND ABBREVIATIONSTOWN OF MONTVILLE, CONNECTICUTCOOK HILL TANKREPLACEMENT PROJECTMONTVILLE WATER SUPPLY C-1 S.COCHRAN 08-22 08-2220410BS.COCHRANB.PARFITTPERMITTING REVIEW J:\ENG\CT\MONTVILLE\20410-COOKHILLRDTANKINSPECTION\DRAWINGS\CIV\20410-CS-GENERALNOTES.DWG | 20410-CS-GeneralNotes | 1:10.12364677 | ---- | 8/23/2022 8:40:22 AM | SHANE.COCHRANLAST SAVED BY: SHANE.COCHRAN 8/15/2022 5:22 PMAPPROVED:CHECKED:CAD:DATE:12PROJECT NO:DATE:34CAD COORD:DESIGNED:DRAWINGREVISIONSNOAPP'DDATESUBMISSION:5860.343.8297 | www.wright-pierce.com169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457 LEGEND
PROPERTY/ROW LINE
SETBACK LINE
EASEMENT LINE
CONTOUR
LIMIT OF WORK
SILT FENCE
SPOT ELEVATION
UNDERGROUND ELECTRIC
FM FM
OVERHEAD ELECTRIC
DRAINAGE FLOW
S S SEWER
SD SD
RIPRAP
SIGN
TEMPORARY BENCH MARK
BUILDING
STONEWALL
CULVERT12" CMP
SURVEY CONTROL POINT
IRON PIPE/REBAR
DRILLHOLE
MONUMENT
SEWER MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
SHUTOFF VALVE
HYDRANT
EXISTING
EDGE OF PAVEMENT
EDGE OF GRAVEL
RETAINING WALL
SEWER FORCE MAIN
GAS
STORM DRAIN
WATER
G G
UGE UGE
UTILITY POLE
UTILITY POLE W/ GUY
LIGHT POLE
UTILITY POLE W/ LIGHT
BOLLARD
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
TEST PIT
TEST BORING
TEST PROBE
MONITORING WELL
WETLANDS
EDGE OF WETLANDS
TELEPHONE MANHOLE
ELECTRIC MANHOLE
PAVEMENT MARKINGS
CENTERLINE
WATER SERVICE SHUTOFF
YARD HYDRANT
EDGE OF WATER
STREAM
DRAINAGE SWALE
CURBING
GUARDRAIL
UNDERDRAINUDUD
RAILROAD
MATCHLINE
ROCK OUTCROP
MAILBOX
TREELINE
CHAIN LINK FENCE
STOCKADE FENCE
BARB WIRE FENCE
EDGE OF CONCRETE
8"
4"
4"
15"
6"
FLAGPOLE
FLOODPLAIN
124.6
W W8"
OHE OHE
CBCB
DMH
MB
SMH
EMH
TMH
B
TP
P
MW
T
UNDERGROUND TELEPHONEUGTUGT
UNDERGROUND CABLE TVCATVCATV
CB
GAS GAS SERVICE SHUTOFF
GAS GATE VALVEG
WETLAND FLAG
PROPOSED
4"FM
8"S
8"W
15"SD
12" CMP
4"G
6"UD
123
UGE UGE
OHE OHE
134.5
SMH
DMH
CB CB
EMH
TMH
NATIONAL GEODETIC VERTICAL DATUM
W/
W POTABLE WATER
WITH
SMH
TBM
THK
TYP
UD
SQ
STA
T, XFMR
SD
SF
S
PSI
PVC
RCP
RD
REQ'D
OD
PC
PSF
NTS
NGVD
SANITARY SEWER MANHOLE
STATION
TEMPORARY BENCH MARK
THICKNESS
UNDERDRAIN
TYPICAL
SQUARE
TRANSFORMER
STORM DRAIN
SQUARE FEET
SLOPE, SEWER
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
REQUIRED
ROOF DRAIN
OUTSIDE DIAMETER
POUNDS PER SQUARE FOOT
PERFORATED CLAY
NOT TO SCALE
FT
INV
MH
MIN
MAX
HYD
INF
IN
FM
DR
DWG
EL
CY
DEMO
DMH
DI
FEET
MANHOLE
MINIMUM
MAXIMUM
INCH
INFLUENT
HYDRANT
INVERT
FORCE MAIN
DRAIN
ELEVATION
DRAWING
DRAIN MANHOLE
CUBIC YARD
DUCTILE IRON
DEMOLITION
CIVIL ABBREVIATIONS
CEN
CO
CONC
CI
CMP
CB
BLDG
&
Ø, DIA
CENTER
CAST IRON
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CATCH BASIN
BUILDING
AND
DIAMETER
PS PRIMARY SLUDGE
VC VITRIFIED CLAY
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
#, NO NUMBER
APP'D APPROVED
G GAS
N
N/A
NORTH
NOT AVAILABLE/APPLICABLE
LBS POUNDS
TOS TOP OF STRUCTURE
MW MONITORING WELL
CL CENTERLINE
CORNERCOR
CFS CUBIC FEET PER SECOND
PT POINT OF TANGENCY
AC ASBESTOS CEMENT
BR BRICK
CIPP CURED-IN-PLACE-PIPE
HDPE HIGH DENSITY POLYETHYLENE
LF LINEAR FOOT
OUT OUTFALL
VF VERTICAL FOOT
TEMPORARY
CONSTRUCTION SURFACE
STABILIZED GRASS
SURFACE
PAVEMENT REPLACEMENT
EMH ELECTRIC MANHOLE
INLET PROTECTION
GENERAL NOTES
1.THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE PERMITS LISTED IN THE SUPPLEMENTARY
OR SPECIAL CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH
THE APPLICABLE PROVISIONS OF EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING
AND ABIDE BY THOSE PROVISIONS DURING CONSTRUCTION. COPIES OF ALL OBTAINED PERMITS
ARE AVAILABLE FOR REVIEW FROM THE OWNER. ALL OTHER PERMITS ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
2.THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY RIGHTS-OF-WAY AND
EASEMENTS. THE CONTRACTOR SHALL VERIFY THAT THE NECESSARY EASEMENTS HAVE BEEN
SECURED BY THE OWNER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH
THE APPLICABLE PROVISIONS OF EACH EASEMENT AS THEY APPLY TO THE WORK PRIOR TO
BIDDING AND ABIDE BY THOSE PROVISIONS DURING CONSTRUCTION. COPIES OF ALL
RIGHTS-OF-WAY AND EASEMENTS ARE AVAILABLE FOR REVIEW FROM THE OWNER.
3.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES.
CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH
THE MUTCD AND ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR IS REQUIRED TO
SUBMIT A TRAFFIC CONTROL PLAN TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION. THE
POLICE DEPARTMENT AND FIRE DEPARTMENT ARE TO BE NOTIFIED AT LEAST 24-HOURS IN
ADVANCE OF ANY STREET CLOSING OR DETOUR. REFER TO SPECIFICATION SECTION 01570.
4.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA).
5.CONTRACTOR SHALL COMPLY WITH THE COORDINATION REQUIREMENTS AND RELATED COSTS, IF
ANY, AS SPECIFIED IN SPECIFICATION SECTION 01050.
6.CONTRACTOR SHALL NOTE THAT, IN GENERAL, ALL EXISTING CONDITION INFORMATION ON THE
DRAWINGS ARE SHOWN WITH A LIGHTER LINE WEIGHT AND WITH A SLANTED TYPE TEXT.
7.ALL EXISTING WATER AND STORM DRAIN LINES ENCOUNTERED DURING CONSTRUCTION ARE TO
REMAIN IN SERVICE. ANY EXISTING WATER MAINS, STORM DRAIN LINES OR CULVERTS DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
8.ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO TRENCH EXCAVATION SHALL BE
PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED.
INJURY TO ANY SUCH STRUCTURES CAUSED BY OR RESULTING FROM THE CONTRACTOR’S
OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. ALL UTILITIES REQUIRING
REPAIR, RELOCATION OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINATED
THROUGH THE RESPECTIVE UTILITY.
9.IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE
CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTICE TO THE RESPECTIVE UTILITY POLE
OWNER. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES.
EXISTING SITE CONDITIONS
1.THE LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES, AS SHOWN ON THE DRAWINGS,
ARE APPROXIMATE AND MAY NOT BE COMPLETE. NO GUARANTEE IS MADE THAT UTILITIES OR
STRUCTURES WILL BE ENCOUNTERED WHERE SHOWN, OR THAT ALL UNDERGROUND UTILITIES
AND STRUCTURES ARE SHOWN. ALL LOCATIONS AND SIZES OF EXISTING UTILITIES AND
STRUCTURES SHALL BE VERIFIED IN THE FIELD WITH TEST PITS AS REQUIRED PRIOR TO BEGINNING
CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE AFFECTED. THE CONTRACTOR WILL
REALIGN NEW PIPE LOCATIONS AS REQUIRED TO CONFORM TO EXISTING LINES AND AS
APPROVED BY THE ENGINEER.
2.BELOW GRADE UTILITY INFORMATION IS BASED ON INFORMATION PROVIDED BY EACH UTILITY.
LOCATION OF PUBLIC UTILITIES SHOWN IS ONLY APPROXIMATE AND MAY NOT BE COMPLETE.
PRIVATE UNDERGROUND UTILITIES SUCH AS, BUT NOT LIMITED TO, SEWER LINES, WATER LINES
AND BURIED ELECTRICAL SERVICE ENTRANCES ARE NOT SHOWN. THE CONTRACTOR SHALL
ASCERTAIN THE LOCATION AND SIZE OF EXISTING UTILITIES IN THE FIELD WITH THE RESPECTIVE
UTILITY COMPANY REPRESENTATIVE PRIOR TO COMMENCING WORK. REFER TO SPECIFICATION
SECTION 01050. ADDITIONAL TEST PITS, BEYOND THOSE SHOWN, MAY BE REQUIRED. UTILITY
CONTACTS ARE AS FOLLOWS:
WATER: MONTVILLE WATER SUPPLY
ADDRESS: 83 PINK ROW, UNCASVILLE, CT 06382
PHONE: (860) 848-3830
ELECTRIC:EVERSOURCE ENERGY
PHONE:(800) 286-2000
WEBSITE:WWW.EVERSOURCE.COM/CONTENT
DIG SAFE:CALL BEFORE YOU DIG
ADDRESS:2040 WHITNEY AVENUE HAMDEN, CT 06517
PHONE:811 OR (800) 432-4770
3.THERE ARE NO KNOWN HAZARDOUS ENVIRONMENTAL CONDITIONS WITHIN THE AREA OF WORK.
IF THE PRESENCE OF HAZARDOUS ENVIRONMENTAL CONDITIONS ARE DISCOVERED, THE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY. ALL ACTIVITIES,
HANDLING AND DISPOSAL OF HAZARDOUS ENVIRONMENTAL CONDITIONS AND MATERIALS
SHALL BE IN ACCORDANCE WITH OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS.
SITE DEMOLITION
1.REFER TO THE EXISTING SITE PLAN, FOR ADDITIONAL INFORMATION REGARDING EXISTING
FACILITIES. REFER TO THE LAYOUT DRAWING FOR LIMITS OF WORK.
2.REFER TO SPECIFICATION SECTION 01010, WHICH CONTAINS INFORMATION ON CONSTRAINTS OF
CONSTRUCTION SEQUENCING.
3.DEMOLISH/REMOVE EXISTING PIPING AS REQUIRED FOR CONSTRUCTION OF NEW FACILITIES. ALL
PIPING, EQUIPMENT AND MATERIALS TO BE DEMOLISHED AND/OR REMOVED FROM SERVICE
SHALL BE COORDINATED WITH THE OWNER AND ENGINEER BEFORE COMMENCING THAT WORK.
EXISTING PIPING THAT NEEDS TO BE REMOVED TO CONSTRUCT THE NEW FACILITIES, BUT IS TO
REMAIN, SHALL BE REINSTALLED/REPLACED AS NEEDED. EXISTING PIPES AND CONDUIT
DESIGNATED AS "ABANDONED" MAY BE REMOVED IF THE CONTRACTOR SO CHOOSES. IF
ABANDONED PIPE CONFLICTS WITH NEW SITE PIPING OR FACILITIES, THEN A PORTION OF THE
ABANDONED PIPE SHALL BE REMOVED, AND THE NEW ENDS OF ABANDONED PIPE CAPPED OR
PLUGGED WITH CONCRETE.
4.SEVERING OF EXISTING UTILITIES FOR ABANDONMENT, OR REMOVAL OF A SEGMENT FROM
SERVICE, SHALL BE PERFORMED IN SUCH A MANNER AS TO ALLOW THE REMAINING ACTIVE
SEGMENT TO CONTINUE IN ITS INTENDED SERVICE. CAP ACTIVE SEGMENTS WITH APPROPRIATE
FITTINGS, JOINT RESTRAINT, ETC. TO ENSURE THEIR INTEGRITY. PLUG ENDS OF ABANDONED PIPE
SEGMENTS WITH CONCRETE UNLESS SPECIAL CIRCUMSTANCES DICTATE PLUGGING ABANDONED
PIPES WITH BLIND FLANGES, RESTRAINED MECHANICAL JOINT PLUGS, ETC. AS APPROPRIATE.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEMOLISHED
PIPING, EQUIPMENT AND MATERIALS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL STATE AND
LOCAL REGULATIONS. THE OWNER RESERVES THE RIGHT TO RETAIN ANY SUCH PIPING,
EQUIPMENT AND MATERIALS DESIGNATED FOR DEMOLITION. SUCH MATERIALS TO BE RETAINED
SHALL BE PROPERLY STORED IN AN ON-SITE LOCATION. COORDINATE LOCATION AND MATERIALS
TO BE SALVAGED WITH THE OWNER/ENGINEER. REFER TO SPECIFICATION SECTION 02050.
6.THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AS PART OF THE PROJECT RECORD
DOCUMENTS IN ACCORDANCE WITH SPECIFICATION SECTION 01720.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF FLOWS
RESULTING FROM PRECIPITATION AND GROUNDWATER DEWATERING OPERATIONS.
SITE CLEARING, GRUBBING AND GRADING
1.STRIPPING OF TOPSOIL (LOAM) SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02115.
REFER TO THE LAYOUT AND GRADING DRAWINGS FOR LIMIT OF WORK AND STRIPPING.
2.CONTRACTOR SHALL MINIMIZE CLEARING OPERATIONS. CLEARING AND GRUBBING SHALL BE IN
ACCORDANCE WITH SPECIFICATION SECTION 02110. CLEARING LIMITS SHALL BE AS INDICATED ON
THE DRAWINGS, BUT AT ALL TIMES WITHIN EXISTING ROAD RIGHTS-OF-WAY AND PROPERTY
LINES ON STATE OR COUNTY-OWNED PROPERTY OR EASEMENTS. ALL CLEARING AND GRUBBING
MATERIAL SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT A SITE
PROVIDED BY THE CONTRACTOR IN COMPLIANCE WITH ALL STATE AND LOCAL LAWS.
3.CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL AND DRAINAGE MEASURES IN ALL
AREAS OF WORK, AND CONFINE SOIL SEDIMENT TO WITHIN THE LIMITS OF EXCAVATION AND
GRADING. PRIOR TO BEGINNING EXCAVATION WORK, EROSION CONTROL FENCE SHALL BE
INSTALLED AT THE DOWN GRADIENT PERIMETER OF THE ACTUAL LIMITS OF GRUBBING AND/OR
GRADING. EROSION CONTROL FENCE SHALL ALSO BE INSTALLED AT THE DOWN GRADIENT
PERIMETER OF THE TOPSOIL STOCKPILES. ALL DISTURBED EARTH SURFACES SHALL BE STABILIZED
IN THE SHORTEST PRACTICAL TIME AND TEMPORARY EROSION CONTROL DEVICES SHALL BE
EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS BEEN ACHIEVED.
TEMPORARY STORAGE OF EXCAVATED MATERIAL SHALL BE STABILIZED IN A MANNER THAT WILL
MINIMIZE EROSION. ALL INSTALLED EROSION CONTROL. FACILITIES SHALL BE REMOVED AT THE
END OF THE PROJECT. REFER TO SPECIFICATION SECTION 02270.
4.ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY HAY BALE FILTERS TO PREVENT ENTRY OF
SEDIMENT FROM RUNOFF WATERS DURING CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL COLLECTED SEDIMENT, AND THAT WHICH
COLLECTS IN THE STORM DRAIN SYSTEM.
5.CONTRACTOR SHALL CONTROL DUST ON THE CONSTRUCTION SITE TO A REASONABLE LIMIT, AS
DETERMINED BY THE ENGINEER, AND AS OUTLINED IN SPECIFICATION SECTION 01562.
6.CONTRACTOR SHALL NOT TRACK OR SPILL EARTH, DEBRIS OR OTHER CONSTRUCTION MATERIAL
ON PUBLIC OR PRIVATE STREETS AND PLANT DRIVES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE IMMEDIATE ASSOCIATED CLEAN UP.
7.ALL CATCH BASINS, MANHOLES, VALVE PITS, VALVE BOXES AND OTHER BURIED FACILITIES WITH
SURFACE ACCESS SHALL BE ADJUSTED TO MATCH FINAL GRADES, UNLESS OTHERWISE INDICATED.
8.THE CONTRACTOR SHALL NOT HAVE ANY RIGHT OF PROPERTY IN ANY MATERIALS TAKEN FROM
ANY EXCAVATION. SUITABLE EXCAVATED MATERIAL MAY BE INCORPORATED IN THE PROJECT,
WITH EXCESS MATERIAL DISPOSED OF AT A LOCATION PROVIDED BY THE CONTRACTOR. THESE
PROVISIONS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS TO PROPERLY
DISPOSE OF AND REPLACE ANY MATERIAL DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR
BACKFILLING. THE CONTRACTOR SHALL DISPOSE OF UNSUITABLE AND EXCESS MATERIAL IN
ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE CONTRACT DOCUMENTS.
9.CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT
AND OTHER ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL
CONDITION, TO THE SATISFACTION OF THE OWNER AND ENGINEER.
10.WHERE EXISTING PAVEMENT IS REMOVED AND REPLACED, MATCH EXISTING GRADES TO THE
EXTENT POSSIBLE. COORDINATE FINE GRADING WITH THE ENGINEER.
11.ALL NON-ROADWAY AREAS THAT ARE EXCAVATED, FILLED, OR OTHERWISE DISTURBED BY THE
CONTRACTOR SHALL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER.
CIVIL SITE LAYOUT
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS PROVIDED LAYOUT
INFORMATION THROUGHOUT THE COURSE OF CONSTRUCTION. REPORT ANY LAYOUT
DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING AND RESETTING ALL EXISTING
PROPERTY MONUMENTATION DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE BY A
LAND SURVEYOR REGISTERED IN THE STATE OF CONNECTICUT, AT NO ADDITIONAL COST TO THE
OWNER.
3.WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DISTANCES FROM THE DRAWINGS. REPORT
ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
4.EXISTING CONDITIONS SITE PLAN DEVELOPED FROM SURVEY DRAWING PREPARED BY CHW,
DATED MARCH 17, 2022.
4.1.NORTH ORIENTATION REFER TO CONNECTICUT STATE PLANE COORDINATE SYSTEM NAD 83.
4.2.ELEVATIONS ARE BASED ON NAVD 88 AND OBTAINED UTILIZING RTK GPS OBSERVATIONS
MADE ON 10-21-2021.
4.3.PARCEL OWNER OF RECORD: TOWN OF MONTVILLE, 310 NORWICH- NEW LONDON
TURNPIKE, UNCASVILLE, CONNECTICUT
4.4.PARCEL ID: MAP 99, BLOCK 09, TOWN OF ASSESSOR'S MAPPING
4.5.AREA OF PARCEL IS 10,771 SQ.FT., 0.25 ACRES.
4.6.PARCEL IS NOT IN A FLOOD HAZARD ZONE AS DEPICTED ON THE FLOOD INSURANCE RATE
MAP, NEW LONDON COUNTY, CONNECTICUT, ALL JURISDICTIONS, PANEL 351 OF 554, MAP
NUMBER 09011C0351G, MAP REVISED JULY 18, 2011.
4.7.ACCESS EASEMENT IN FAVOR TO THE TOWN OF MONTVILLE OVER PROPERTY OF WICH INC.
PER DEED VOL.324 PG. 10
4.8.ACCESS EASEMENT IN FAVOR TO THE TOWN OF MONTVILLE OVER LAND OF ROBERT W. AND
DEBORAH KINGSBOROUGH. DEPICTED HEREON BASED ON "TOWN OF MONTVILLE, COOK
ROAD WATER MAIN EXTENSION, EASEMENT DESCRIPTION," SCALE: 1"=20', PREPARED BY:
CLA ENGINEERS, INC AND DATED: MAY 1999.
4.9.NOT ALL IMPROVEMENTS ARE SHOWN.
4.10.NO WETLANDS FOUND ON SITE PER SOIL SCIENTIST.
CIVIL SITE PIPING
1.REFER TO SPECIFICATION SECTION 02200 FOR PIPE AND STRUCTURE BEDDING AND BACKFILL
REQUIREMENTS.
2.COMPACTION TESTS WILL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02200.
ANY SETTLEMENT OCCURRING WITHIN ONE-YEAR OF FINAL COMPLETION OF THE WORK SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST.
3.WHERE NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING, THE CONTRACTOR SHALL FURNISH
AND INSTALL ALL ADAPTERS, FITTINGS, AND ADDITIONAL PIPE AS REQUIRED TO COMPLETE THE
CONNECTION. CONTRACTOR SHALL VERIFY LOCATION, ELEVATION, ORIENTATION AND MATERIAL
OF CONSTRUCTION. TEST PITS SHALL BE USED AS REQUIRED.
4.ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE
UNLESS OTHERWISE NOTED ON THE CIVIL EXISTING CONDITIONS AND DEMOLITION PLAN. ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLITION
MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 02050.
WATER MAIN GENERAL NOTES
1.WHERE NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING, THE CONTRACTOR SHALL FURNISH
AND INSTALL ALL ADAPTERS, FITTINGS, AND ADDITIONAL PIPE AS REQUIRED TO COMPLETE THE
CONNECTION. CONTRACTOR SHALL VERIFY LOCATION, ELEVATION, ORIENTATION AND MATERIAL
OF CONSTRUCTION. TEST PITS SHALL BE USED AS REQUIRED.
2.ANY UNDERGROUND STRUCTURES, CABLES, AND PIPELINES LOCATED ADJACENT TO THE TRENCH
EXCAVATIONS SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE
TRENCH IS BACKFILLED. DAMAGE TO ANY SUCH STRUCTURES, CABLES, AND PIPELINES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE OWNERS OF THE
STRUCTURES, CABLES, AND PIPELINES.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE NEW WATER MAIN. LAYOUT
SHALL BE REVIEWED AND ACCEPTED BY THE OWNER AND ENGINEER. THE NEW WATER MAIN
MUST BE LOCATED WITHIN THE RIGHTS-OF-WAY SHOWN ON THE DRAWINGS.
4.MINIMUM DEPTH OF COVER SHALL BE 4'-0". AND MAXIMUM DEPTH OF COVER SHALL BE 7'-0".
UNLESS SHOWN OTHERWISE ON THE DRAWINGS. THE NEW MAIN SHALL GENERALLY FOLLOW THE
GROUND CONTOUR, HOWEVER, ABRUPT CHANGES IN GRADE SHALL BE AVOIDED. AT LOCAL HIGH
POINTS OR WHERE AIR RELEASE VALVES ARE SHOWN, THE CONTRACTOR SHALL SLOPE NEW MAIN
AS NEEDED TO MAINTAIN. INSULATE OVER WATER MAIN WHEN COVER IS LESS THAN 4.0 FT.
CONTRACTOR TO PROVIDE INSULATION.
5.ALL BENDS, TEES, REDUCERS, HYDRANTS AND PLUGS SHALL BE RESTRAINED BY USING CONCRETE
THRUST BLOCKS AND GRIP-RINGS OR OTHER METHOD AS SHOWN ON THE DRAWINGS. ANCHOR
TEES SHALL BE USED FOR ALL HYDRANT BRANCHES.
6.TEST PRESSURES FOR THE COMBINATION PRESSURE AND LEAKAGE TESTS SHALL BE 150 PSI. TEST
DURATION SHALL BE TWO HOURS.
7.CONNECTIONS TO EXISTING WATER MAIN SHALL BE COORDINATED WITH THE OWNER.
8.ALL WATER MAINS THAT ARE DISCONNECTED FROM THE WATER SYSTEM AND ARE TO BE LEFT IN
PLACE SHALL BE CAPPED WITH A M.J. CAP OR PLUG.
9.ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE
UNLESS OTHERWISE NOTED. AT NO ADDITIONAL COST TO THE OWNER THE CONTRACTOR SHALL
REPAIR OR COORDINATE WITH THE RESPECTIVE UTILITY ON DAMAGE TO EXISTING UTILITIES.
10.CONTINUOUS WATER SERVICE MUST BE MAINTAINED DURING CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE TEMPORARY PIPING AND SERVICES SUITABLE FOR AN OPERATING
PRESSURE OF 100PSI. ACCESS TO ROAD AND DRIVEWAYS SHALL ALSO BE MAINTAINED.
11.EXISTING VALVES AND FITTINGS SALVAGED FOR REUSE SHALL BE STORED AT AN OWNER
APPROVED LOCATION AND REMAIN PROPERTY OF THE OWNER.
12.ALL VALVES SHALL OPEN LEFT.
13.ALL EXISTING SYSTEM VALVES ARE TO BE OPERATED SOLELY BY THE OWNER. COORDINATION OF
WORK WHICH MAY AFFECT OR DISRUPT THE OPERATION OF EXISTING UTILITIES MUST BE MADE 7
DAYS IN ADVANCE. COORDINATION OF REMOVING THE EXISTING TANK FROM SERVICE MUST
OCCUR 2 WEEKS IN ADVANCE.
14.NOT ALL PROPOSED FITTINGS HAVE BEEN SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL
INSTALL ALL FITTINGS, BENDS AND APPURTENANCES TO ACCOMMODATE THE PIPING LAYOUTS
SHOWN IN ACCORDANCE WITH ALL PERTINENT CODES AND STANDARDS, PER MANUFACTURER'S
RECOMMENDATIONS, AND AS DIRECTED BY THE ENGINEER.
15.NEW HYDRANT SHALL BE FIELD LOCATED AND APPROVED AND INSPECTED BY THE OWNER.
16.NO WATER MAIN OR SERVICE MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM UNTIL THE
MAIN HAS BEEN DISINFECTED, TESTED AND ACCEPTED. THE CONTRACTOR SHALL COORDINATE
WITH THE OWNER THE FILLING, FLUSHING AND TESTING OF THE WATER MAIN. THE CONTRACTOR
SHALL NOT OPERATE ANY OF THE LIVE WATER INFRASTRUCTURE WITHIN THE PROJECT AREA.
17.CONTRACTOR SHALL SUBMIT, TO THE OWNER FOR APPROVAL, HIS/HER INTENDED, DETAILED
METHODS FOR TESTING AND DISINFECTING THE NEW WATER MAINS. INCLUDE LIST OF
EQUIPMENT, SEQUENCE, SKETCHES, ETC. AS REQUIRED.
18.IN THE EVENT THE WATER MAIN FAILS TO MEET THE REQUIRED PHYSICAL, CHEMICAL AND
BIOLOGICAL PARAMETERS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INJECTING THE WATER
MAIN WITH THE PROPER QUANTITY OF LIQUID HYPOCHLORITE SOLUTION, AT NO ADDITIONAL
COST TO THE OWNER. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH ANY ADDITIONAL TESTING REQUIRED IF INITIAL TESTS FAIL.
STRUCTURAL DESIGN CRITERIA
REFERENCE SPECIFICATION 13004
ALLOWABLE SUBGRADE BEARING PRESSURE = 20 TONS/SF
MINIMUM FROST DEPTH = 4 FEET
LIVE LOADS:
REF:
2018 CONNECTICUT STATE BUILDING CODE
2015 INTERNATIONAL BUILDING CODE
ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
OCCUPANCY RISK CATEGORY IV
WIND LOADS:
BASIC WIND SPEED (V):
Vult = 142 MPH
Vasd = 109 MPH
IMPORTANCE FACTOR (Iw) = 1.0
EXPOSURE CATEGORY C
SNOW LOADS:
GROUND SNOW LOAD (Pg) = 30 PSF
IMPORTANCE FACTOR (Is) = 1.2
EXPOSURE FACTOR (Ce) = 1.1
THERMAL FACTOR (Ct) = 1.2
EXPOSURE CATEGORY C
SLOPE FACTOR (Cs) = 1.1
SEISMIC LOADS:
EQUIVALENT LATERAL FORCE ANALYSIS
IMPORTANCE FACTOR (Ie) = 1.5
SITE CLASSIFICATION C
0.2s SPECTRAL RESPONSE ACCELERATION (Ss) = 0.059
1.0s SPECTRAL RESPONSE ACCELERATION (S1) = 0.165
365.2
358.4
361.5
364.1
362.8
366.7
365.8
365.5
363.5
365.2
365.5
361.8
358.1
361.9
361.3
361.2
363.1
359.2
357.7
357.2
357.6
357.5
358.8
354.7
352.8
350.3
352.8 CBCB370
365
3613583
5
43673663643643
6
4
362
364360
360
362 CCBTF=347.64'CCBTF=347.52'368358
358
361
360
359
358
356 356356
3
5
6
3
5
7 358354
354
352 352 3523
5
2350351351348
362
362
364
36
6
362364367
368
366366366364364
362 366360358356355352356366
369
370368369
364.3
368.7
365.7
366.2
363.5
362.9
360
355.3
357.0
359.5
358.8
361.1
363.9
364.5
364.4365.3
364.4
365.2
364.5
365.9
362.8
364.2
366.3
362.6
360.8
361.2
359.2
358.8
356.7
355.5
357.0
3
5
0
360
362.4
360.2
359.7
359.4
364.3
365.1
364.2
367.3
362.8
358
361.6
367.3
363.6
359.8N63°06'10"E 57.86' TOTAL N29°58'10"E 197.40'S12°01'33"E 203.35'S16°13'49"E 221.26'S2°35'05"E 41.89'N3°11'10"E 245.58'TOTAL
60.11'N3°37'38"E 60.00'366.1
N84°00'02"W 139.7
1
'
T
O
T
A
L
N81°36'44"W 42.40'WWWWWWWWWWWWWWWWWWWWWWWWWWW
W WWW
359.0
358
362.3
367.2
366.7
366.9
366.8
365.1
363.5
360.6
363.1
365.4
365.4
362.8
364.8
365.1
359.4
365.6
3
6
2
366
368
89.57'
S2°35'05"E 41.89'S2°35'05"E 41.89'
S25°40'53"E 24.15'
S2°35'05"E 41.89'S2°35'05"E 41.89'S2°35'05"E 41.89'S2°35'05"E 41.89'S2°35'05"E 41.89'S2°35'05"E 41.89'
361.9
N79°44'11"W 10.68'
50.33'
89.38'
20.00'
29.00'142.10'N83°40'40"W 177
.
7
0
'
T
O
T
A
L
368
364
368
366
36488.13'
159.42'
28.86'43.37'N83°48'34"W 179.42' TOTALUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE
UGE
UGE
UGE
UG
EUGEW
W
W
W366364 364
362363
360 358 356 354 352 350 348346367.3 367.5
364.8
364.5
364.9
367.1
365.2
367.5
365.5 366.2
367.1
355.3
354.9
353.0
350.8
355.0
362.8
362.6
360.7
365.4365.6365.9
365.6
365.4
364.9
364.7
365.1
365.6
364.9
365.6
364.8
362.8
363.1
364.5
365.5
364.3
368.2
364.0
364.8
368.8
364.8
368.4
364.7
364.7
365.3
365.0
362.4
363.7
360
3
6
4 366N26°32'19"E 63.00'
362.6
367.6
365.7 366.4
366.7
366.4
.
359.1
366.6
369.7
365.6
364.9
363.4
365.0
365.3 S23°12'22"W 87.90'365.3
363.6
364.4
364.0
365.0
365.2
365.3
365.4
365.5
365.0
365.0
364.3
365.4
366.3
366.5364.7
365.4
361.2
363.0
366.6
367.8
367.6
352.3
356.5
360.8
359.5
26.34'
S29°58'10"W 6.92'
S20°46'18"E 29.70'
S24°10'16"W 13.22'160.29'162.75'N24°10'16"E 22.78'
N20°46'18"W 33.12'
20.
0
3
'
N55°08'15"W 50.73' (TOTAL)10.82'
19.
8
8
'S3°11'10"W 132.93'20.2
7
'
6.61'N31°35'14"E 166.90' (TOTAL)N31°35'14"E 164.86' (TOTAL)2.11'
38"Oak
22"Oak
CLP
#12519
SNET
#11885
Iron Pin
Found
HELCO
#10558
36"Oak
22"Oak
24"Oak
18"Birch
HELCO
#6673
CLP
#6672
16"
Maple
Wood
PostPlastic FenceBit. DriveCOOK D
RI
V
E
Stone DriveLedge
Ledge
Bollards
N/F
WICH INC
48 COOK DR
VOL.94 PG.641
N/F
VIZION ENTERPRISES
1758 ROUTE 32
VOL.246 PG.47
N/F
KT TOWER ENTERPRISES LLC
49 COOK DR
VOL.558 PG.320
ZHU ZHI-QIANG + LI SU-YUN
45 COOK DR
VOL.488 PG. 576
N/F
MARTO PAUL C
20 COOK DR
VOL.443 PG.549
N/F
VIZION ENTERPRISES
1758 ROUTE 32
VOL.246 PG. 47
GLADUE RICHARD
44 COOK DR
VOL.227 PG.748
Gat
e
Stone Drive14"Oak
14"Oak
10"Oak14"Oak
18"Oak
18"Oak
22"Oak
12"
Birch
12"Birch
22"Oak
LedgeLedge
WATER
STORAGE
TANK
735.56 S.F.
18"Oak
MON.
FND.
MON.
FND.
MON.
FND.
MON.
FND.
DH.
FND.
DH.
FND.
DH.
FND.
DH.
FND.
12" D.I.12" WATER -DI12" WATER4"PINE
18"Oak Bit. CurbBit. Curb12"Oak
12"Birch
12"Oak
12"Birch
30"Oak
14"Oak
12"Oak
12"Oak
30"Oak
15"Oak12"Oak
12"Oak
15"Oak
12"Ash
12"Ash
15"Hickory
12"Oak
20"Oak
20"Oak
38"Oak
48"Oak
DH.
FND.
DH.
FND.
12"Oak
N/F
KINGSBOROUGH ROBERT W & KAREN A
57 COOK DR
VOL.546 PG.511
CONCRETE RUN OFF
Possible Root
Cellar
Gravel
Stone Drive
Dirt Drive Stone DriveELECTRIC BOX
Easement
(See Note #7)
Gravel3"PVCN/F
TOWN OF MONTVILLE
50 COOK DR
VOL.324 PG.10
0.25 ACRES (10771 S.F.)
14"Oak
ROCK
PROBES
3"PVC
ROCK CORE
TOP LIP TANK
EL.=467.6'(Public Right of Way)Easement
(See Note #8)
Dirt Path
N/F
KINGSBOROUGH ROBERT W & KAREN A
57 COOK DR
VOL.546 PG.511 Dirt PathEasement
Public Right of Way
Per Map Ref#2
BENCHMARK
SPIKE ON 38" OAK TREE
EL.=365.81'
BENCHMARK
SPIKE ON 22" OAK TREE
EL.=362.88'
BENCHMARK
SPIKE ON 16" MAPLE TREE
EL.=357.92'
300 60
GENERATOR
CONSTRUCTION ENTRANCE
ANTI-TRACK PAD
(REFER TO DETAIL)
CONTRACTOR STAGING
AREA
CONTRACTOR STAGING
AREA COOK DRIVEUGEUGEUGEOHEOHENEW ELECTRICAL SERVICE
MAIN CIRCUIT BREAKER AND UTILITY METER
J:\ENG\CT\MONTVILLE\20410-COOKHILLRDTANKINSPECTION\DRAWINGS\CIV\20410-CS-EXISTCOND.DWG | Permitting | 1:2.5849 | ---- | 8/23/2022 11:50:31 AM | SHANE.COCHRANLAST SAVED BY: SHANE.COCHRAN 8/23/2022 11:49 AMAPPROVED:CHECKED:CAD:DATE:12PROJECT NO:DATE:34CAD COORD:DESIGNED:DRAWINGREVISIONSNOAPP'DDATESUBMISSION:5DEMOLITION PLAN AND OVERALL MODIFICATIONS
SCALE: 1"=30'
N
DEMOLITION PLAN AND OVERALL MODIFICATIONSTOWN OF MONTVILLE, CONNECTICUTCOOK HILL TANKREPLACEMENT PROJECTMONTVILLE WATER SUPPLY C-2 S.COCHRAN 08-22 08-2220410BS.COCHRANB.PARFITTPERMITTING REVIEW 860.343.8297 | www.wright-pierce.com169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457 PHOTO
EXISTING TANK
2
-
PHOTO
NEW TANK LOCATION
1
-
DEMOLITION NOTES:
REMOVE/DEMOLISH EXISTING PIPING TO THE EXTENTS SHOWN TO DISCONNECT FROM EXISTING WATER MAIN.
PLUG/CAP PIPE.
REMOVE/DEMOLISH EXISTING CHAINLINK FENCE TO THE EXTENTS SHOWN TO ALLOW FOR CONSTRUCTION OF NEW
WATER STORAGE TANK. FENCE AND SWING GATE ARE TO BE REPLACED AFTER TANK CONSTRUCTION IS COMPLETE.
REMOVE/DEMOLISH EXISTING RIPRAP TO THE EXTENTS SHOWN.
REMOVE/DEMOLISH TREE.
1
NOTES:
1.REFER TO DWG C-1 FOR CIVIL GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2.REFER TO TANK, INSTRUMENTATION AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
3.ALL MATERIALS MARKED FOR DEMOLITION SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND STATE AND FEDERAL LAWS.
4.CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE/ EQUIPMENT DURING CONSTRUCTION
ACTIVITIES, INCLUDING BUT NOT LIMITED TO RADIO/TELECOMMUNICATION EQUIPMENT AND
GENERATOR. ANY MATERIALS OR EXISTING INFRASTRUCTURE DAMAGED ARE TO BE RESTORED/
REPAIRED AS NECESSARY.
2
2
1
1
PHOTO
2
PHOTO
1
REFER TO DWG C-3
FOR MODIFICATIONS
3
3
4
4
2
2
60.11'N3°37'38"E 60.00'N84°00'02"W 139.7
1
'
T
O
T
A
LWWWW89.57'
50.33'
89.38'
20.00'
N83°40'40"W 177
.
7
0
'
T
O
T
A
L
88.13'
159.42'
N83°48'34"W 179.42' TOTALUGEUGEUGEUGEUGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U
G
E
U
G
E
UG
E
UGEUGEUGEUGEWW
W
W
W
W
W
W
W
W
W
WWW
W590,000 GALLON
WATER STORAGE TANK
735.56 S.F.
DH.
FND.
12" D.I.
CONCRETE RUN OFF
GRAVEL
ELECTRIC BOXGRAVEL
N/F
TOWN OF MONTVILLE
50 COOK DR
VOL.324 PG.10
0.25 ACRES (10771 S.F.)
3"PVC
TOP LIP TANK
EL.=467.6'
BENCHMARK
SPIKE ON 22" OAK TREE
EL.=362.88'UGEUGEUGEUGE531,200 GALLON
WATER STORAGE TANK
PAD DIA: 34.7'
TANK DIA: 33.57'
WEIR LINE EL: 467.50
12" W (MATCH EXISTING)
CONNECT TO EXISTING
WATER MAIN w/ FITTINGS
AND ADAPTERS AS
NECESSARY
45° BEND
PLUG/CAP PIPE
100 20
AUTOMATIC TRANSFER SWITCH (ATS-1)
THM REMOVAL SYSTEM DISCONNECT
STEP DOWN TRANSFORMER
6'Ø TELEMETRY MANHOLE
GENERATOR
PROPANE TANKS
ACCESS LADDER
STAND-BY GENERATOR
HYDRANT/SAMPLE TAP
BLOW-OFF VALVE
BLIND FLANGE
12' MANUAL
SLIDE GATE
FUTURE ANTENNA TOWER
(APPROXIMATE LOCATION)
EXISTING
TOWN
EMERGENCY
SERVICES
EXISTING WATER TANK TO BE
DEMOLISHED AFTER THE
FUTURE ANTENNA TOWER IS
CONSTRUCTED BY THE TOWN
RTU ENCLOSURE
THM REMOVAL SYSTEM CONTROL PANEL
365.2
358.4
362.8
366.7365.5
370
365
361358367
368
366364360356366
369
370
368369
366.2
357.0
359.5
358.8
361.1
365.9
60.11'N3°37'38"E 60.00'N84°00'02"W 139.7
1
'
T
O
T
A
L
367.2
366.7
366
368
89.57'
50.33'
89.38'
20.00'
N83°40'40"W 177
.
7
0
'
T
O
T
A
L
368
364
366
36488.13'
159.42'
N83°48'34"W 179.42' TOTAL367.3
367.5
367.5
365.5 366.2
367.1
365.6
365.4
368.2
364.8
368.4
367.6
365.7
366.4
366.7
366.4
366.6
369.7
366.5
356.5
360.8
359.5
22"Oak
14"Oak
14"Oak
10"Oak
14"Oak
18"Oak
18"Oak
22"Oak
12"
Birch
590,000 GALLON
WATER STORAGE TANK
735.56 S.F.
DH.
FND.
CONCRETE RUN OFF
GRAVEL
ELECTRIC BOXGRAVEL
N/F
TOWN OF MONTVILLE
50 COOK DR
VOL.324 PG.10
0.25 ACRES (10771 S.F.)
TOP LIP TANK
EL.=467.6'
BENCHMARK
SPIKE ON 22" OAK TREE
EL.=362.88'
531,200 GALLON
WATER STORAGE TANK
PAD DIA: 34.7'
TANK DIA: 33.57'
WEIR LINE EL: 467.50
INTERIOR MIXER
100 20
ROOF MOUNTED POWER VENT
CHAINLINK FENCE w/ BARBED WIRE, TYP
(MATCH EXISTING)
364.2
364.2
366 365367
364367
366
AUTOMATIC TRANSFER SWITCH (ATS-1)
THM REMOVAL SYSTEM DISCONNECT
STEP DOWN TRANSFORMER
6'Ø TELEMETRY MANHOLE
SITE LIGHTING
362363364LEVEL SPREADER
TANK OVERFLOW
w/ SPLASH PAD
GENERATOR
PROPANE TANKS
ACCESS LADDER
368
CONTRACTOR
STAGING AREA
CONTRACTOR
STAGING AREA
368
CONSTRUCTION ENTRANCE
ANTI-TRACK PAD
(REFER TO DETAIL)
ACCESS LADDER
STAND-BY GENERATOR
12' MANUAL
SLIDE GATE
ACCESS DOOR
FUTURE ANTENNA TOWER
(APPROXIMATE LOCATION)12'12'17.4'15.9'13.7'368.507'3'1.7'
2.2'
1.7'11.4'4.7'
EXISTING
TOWN
EMERGENCY
SERVICES
EXISTING WATER TANK TO BE
DEMOLISHED AFTER THE
FUTURE ANTENNA TOWER IS
CONSTRUCTED BY THE TOWN
6'RTU ENCLOSURE
THM REMOVAL SYSTEM CONTROL PANEL
J:\ENG\CT\MONTVILLE\20410-COOKHILLRDTANKINSPECTION\DRAWINGS\CIV\20410-CS-SITELAYOUT.DWG | SitePlan | 1:2.5849 | ---- | 8/23/2022 11:50:36 AM | SHANE.COCHRANLAST SAVED BY: SHANE.COCHRAN 8/23/2022 11:50 AMAPPROVED:CHECKED:CAD:DATE:12PROJECT NO:DATE:34CAD COORD:DESIGNED:DRAWINGREVISIONSNOAPP'DDATESUBMISSION:5SITE LAYOUT AND GRADING PLAN
SCALE: 1"=10'SITE PIPING, LAYOUT AND GRADING PLANSTOWN OF MONTVILLE, CONNECTICUTCOOK HILL TANKREPLACEMENT PROJECTMONTVILLE WATER SUPPLY C-3 S.COCHRAN 08-22 08-2220410BS.COCHRANB.PARFITTPERMITTING REVIEW 860.343.8297 | www.wright-pierce.com169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457 NOTES:
1.REFER TO DWG C-1 FOR CIVIL GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2.REFER TO STRUCTURAL, INSTRUMENTATION AND ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
3.BLASTING OF ROCK IS NOT PERMITTED.
4.LOAM AND SEED ALL DISTURBED AREAS.
SITE PIPING PLAN
SCALE: 1"=10'
N
N
EROSION AND SEDIMENTATION CONTROL NOTES:
MODERATE TO HIGH
VELOCITY AREAS OR
STEEP SLOPES
(GREATER THAN 3:1)
STRAW OR HAY
(ANCHORED) *
JUTE MESH,
LOCATION
PROTECTED AREA
WINDY AREAS
CONTROL.
STRAW OR HAY *
MULCH AND MULCH ANCHORING
MULCH
100 POUNDS
40 LBS/ACRE
RATE
86 LBS/ACRE
DATES
3/1 - 6/15
8/15 - 9/15
SEED
OATS
ANNUAL RYE GRASS
WINTER RYE
ADDITIONAL TEMPORARY SEED MIXTURE (OR PERIODS LESS THAN 12 MONTHS)
120 LBS/ACRE
* SEED RATE ONLY
AS REQUIRED
SEEDING. A SUITABLE BINDER SHALL BE USED ON HAY MULCH FOR WIND
* A HYDRO-APPLICATION OF CELLULOSE FIBER MAY BE APPLIED FOLLOWING
EXCELSIOR MAT, OR EQUIV.
RATE (1000 S.F.)
100 POUNDS
3/1 - 6/15
MILLET 20 LBS/ACRE
(8/15 - 10/15)
4/15 - 7/1
5/15 - 7/15
1.WINTER CONSTRUCTION PERIOD DEFINED: NOVEMBER 1 THROUGH APRIL 15.
2.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1
ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME.
3.EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR
TO ANY PRECIPITATION EVENT.
4.AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES
HAVE BEEN EITHER MULCHED WITH STRAW OR HAY AT A RATE OF 100 POUNDS PER 1,000
SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED, AND
ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. IN ALL CASES, MULCH
SHALL BE APPLIED SUCH THAT SOIL SURFACE IS NOT VISIBLE THROUGH THE MULCH.
5.BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1, LOAM OR SEED WILL NOT BE REQUIRED.
DURING PERIODS OF ABOVE-FREEZING TEMPERATURES, THE SLOPES SHALL BE FINE GRADED
AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL
SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1
AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED, AND IS SMOOTH, THEN THE
AREA MAY BE DORMANT SEEDED AT A RATE 200%-300% HIGHER THAN SPECIFIED FOR
PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING
WEATHER, ALL EXPOSED AREAS SHALL BE GRADED BEFORE FREEZING AND THE SURFACE
TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL
NOT BE LEFT EXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK
SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER
CONDITIONS PERMIT, ALL DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE
TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY OR
STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.
6.A) BETWEEN THE DATES OF NOVEMBER 1 AND APRIL 15, ALL MULCH SHALL BE EITHER
WOOD CELLULOSE FIBER OR BE ANCHORED WITH MULCH NETTING OR CHEMICAL TACK.
B) MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A
SLOPE GREATER THAN 3%, FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER
SLOPES GREATER THAN 8%.
C) MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES
GREATER THAN 15%. AFTER OCTOBER 1, THE SAME APPLIES FOR ALL SLOPES GREATER THAN
8%.
7.AFTER NOVEMBER 1, THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND
ANCHORING ON ALL BARE EARTH AT THE END OF EACH WORKING DAY.
8.DURING WINTER CONSTRUCTION PERIODS, ALL SNOW SHALL BE REMOVED FROM AREAS OF
SEEDING AND MULCHING PRIOR TO PLACEMENT.
ANCHOR MULCH WITH: MULCH NETTING (AS PER MANUFACTURER); ASPHALT EMULSION (0.05
GALLONS PER SQUARE YARD); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); OR
BE WOOD CELLULOSE FIBER (2,000 POUNDS PER ACRE). WETTING FOR SMALL AREAS AND ROAD
DITCHES MAY BE PERMITTED.
8/1 - 10/15
EROSION CONTROL DURING WINTER CONSTRUCTION:
MULCH ANCHORING:
DITCH SLOPE
(FT/FT)
0.020
0.030
0.040
0.050
0.080
0.100
0.120
0.150
20
13
17
25
40
50
66
100
(FT)
L
A B
STONE CHECK DAM DETAIL
SCALE: NTS
CROSS SECTION
PROFILE
4'-0" TYP
COMBINATION SILT FENCE
AND HAY BALE BARRIER
SCALE: NTS
SILT FENCE INSTALLATION DETAIL
SCALE: NTS
TYPE II SEDIMENTATION BASIN DETAIL
SCALE: NTS
PLACE MODIFIED RIPRAP AT
DISCHARGE OUTLET (CT.
D.O.T.M.12.02)
STAKE AND EMBED HAY
BALES IN ACCORDANCE
WITH HAY BALE BARRIER
STANDARD
EXCAVATED EARTH
RIPRAP/CRUSHED STONE
OUTLET SPILLWAY
AAB
B1'-6"VARIES
PUMP DISCHARGE
GEOTEXTILE SILT FENCE
(PLACE ON ENTIRE INSIDE
FACE)
PLAN
(NOT TO SCALE)
OUTLET
SPILLWAY
WEIR6"4" EMBEDMENT
3'-0"SECTION A-A
(NOT TO SCALE)
EXCAVATED AREA
FLAT BOTTOM
NOTES:
DIMENSION VARY ACCORDING TO
PUMP RATES. MINIMUM REQUIRED
STRAGE IS CALCULATED FROM CREST
OF SPILLWAY WEIR.
SECTION B-B
(NOT TO SCALE)
OUTLET SPILLWAY WEIR
2' MIN
2
1
2
1 BALE HEIGHT
MINUS 6"
FLOW
OUTLET TO
WATERCOURSE OR
SWALE
VARIES
1
CT. D.O.T.-#3
2" CRUSHED STONE OR
GRAVEL (6" DEPTH)
8'-0"(MAX)8'-0"(MAX)2'-6"1'-0"(MIN)3'-6" (MIN)3'-0" WIRE REINFORCED
SILTATION FABRIC W/ WIRE
MESH BACKING ATTACHED
TO WOOD POST
EXCAVATE TRENCH FOR
MIN 6"-OVERLAP FABRIC
AND BACKFILL WITH
EXCAVATED MATERIALS
WOOD POSTS
EXISTING GRADE
WOOD POSTS
HAYBALE
4"EMBEDMENT24"6"2" TO 4" STONE
L
SUMPTOP OF DITCH
BOTTOM OF DITCH
THIS PLAN HAS BEEN DEVELOPED AS A STRATEGY TO CONTROL SOIL EROSION AND
SEDIMENTATION DURING AND AFTER CONSTRUCTION. THIS PLAN IS BASED ON THE "2002
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT
COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT
DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION.
THE PROPOSED LOCATIONS OF SILTATION AND EROSION CONTROL MEASURES REQUIRED ARE
SHOWN ON THE EROSION CONTROL NOTES AND DETAILS PLAN, REFER TO DRAWING C-4.
PROVIDE SILT FENCE, STONE CHECK DAMS, AND OTHER EROSION CONTROL MEASURES AS
REQUIRED TO ADEQUATELY PREVENT SEDIMENT TRANSPORT AS NOTED IN THE BMP.
1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE IN ACCORDANCE WITH
THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE
CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE
CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION.
2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE MAINTAINED IN AN
UNTREATED OR NON-VEGETATED CONDITION FOR THE MINIMUM TIME REQUIRED. IN
GENERAL, AREAS TO BE VEGETATED SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS
OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL
DISTURBANCE OF THE SOIL.
3.SEDIMENT BARRIERS (SILT FENCE, STONE CHECK DAMS, ETC.) SHOULD BE INSTALLED PRIOR
TO ANY SOIL DISTURBANCE OF UPGRADIENT DRAINAGE AREAS.
4.INSTALL SILT FENCE AT TOE OF SLOPES TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL
FOR PROPER INSTALLATION. SILT FENCE WILL REMAIN IN PLACE PER NOTE 5.
5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED, AND/OR REPAIRED
EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT
OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSE.
SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE
HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE
AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY
STABILIZED.
6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO
HORIZONTAL TO ONE VERTICAL (2 TO 1) UNLESS STABILIZED WITH PERMANENT EROSION
CONTROL MEASURES.
7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT TO BE COMPLETED 30 DAYS PRIOR TO
THE ANTICIPATED DATE OF THE FIRST KILLING FROST, USE TEMPORARY MULCHING
(DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY
PERMANENT SEEDING, UNTIL UPGRADIENT AREAS ARE STABILIZED.
8.WHEN FEASIBLE, TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN
FINISH-GRADED SHALL BE COMPLETED 30 DAYS PRIOR TO THE FIRST KILLING FROST.
9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE
SITE AND REGRADED ONTO OPEN AREAS. POST SEEDING SEDIMENT, IF ANY, WILL BE
DISPOSED OF IN AN ACCEPTABLE MANNER.
10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION
EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE
GRADED, SMOOTHED, AND REVEGETATED AS FOLLOWS:
A.A MINIMUM OF FOUR INCHES (4") OF LOAM WILL BE SPREAD OVER DISTURBED AREAS
AND SMOOTHED TO A UNIFORM SURFACE.
B.APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT
DEEMED FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL,
FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS
PER 1,000 SQUARE FEET USING 10-10-10 (N-P205-K20) OR EQUIVALENT. APPLY GROUND
LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 4
TONS PER ACRE (180 POUNDS PER 1,000 SQUARE FEET) FOR CLAY, CLAY LOAM, AND
HIGH ORGANIC SOIL. AT A RATE OF 3 TONS PER ACRE (135 POUNDS PER 1,000 SQUARE
FEET) FOR SANDY LOAM, LOAM AND SILT LOAM. AT A RATE OF 2 TONS PER ACRE (90
POUNDS PER 1,000 SQUARE FEET) FOR LOAMY SAND, AND SAND.
C.FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED
WITH A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE.
THE LAWN AREAS WILL BE SEEDED WITH A PREMIUM TURF MIXTURE OF 44% KENTUCKY
BLUEGRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYE GRASS: SEEDING
RATE IS 3.0 POUNDS PER 1,000 SQUARE FEET. LAWN QUALITY SOD MAY BE
SUBSTITUTED FOR SEED.
D.HAY MULCH AT THE RATE OF 2 TONS PER ACRE OR 90-95 POUNDS PER 1,000 SQUARE
FEET OR A HYDRO-APPLICATION OF CELLULOSE FIBER SHALL BE APPLIED FOLLOWING
SEEDING. A SUITABLE BINDER WILL BE USED ON HAY MULCH FOR WIND CONTROL.
11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE WORK AREA
IS STABILIZED.
12.WETLANDS (EXCEPTING THOSE WHICH ARE TO BE FILLED IN ACCORDANCE WITH STATE AND
FEDERAL REGULATIONS) WILL BE PROTECTED WITH SILT FENCE INSTALLED AT THE EDGE OF
THE WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE.
13.IN GENERAL, AREAS WITHIN 100 FEET OF DELINEATED WETLANDS OR STREAMS SHALL HAVE
A MAXIMUM PERIOD OF EXPOSURE OF NOT MORE THAN 15 DAYS.
14.FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IN ALL AREAS
WITHIN 100 FEET OF DELINEATED WETLANDS OR STORMS.J:\ENG\CT\MONTVILLE\20410-COOKHILLRDTANKINSPECTION\DRAWINGS\CIV\20410-CS-EROSION.DWG | 20410-CS-Erosion | 1:2.5849 | ---- | 8/23/2022 8:40:33 AM | SHANE.COCHRANLAST SAVED BY: SHANE.COCHRAN 8/12/2022 1:31 PMAPPROVED:CHECKED:CAD:DATE:12PROJECT NO:DATE:34CAD COORD:DESIGNED:DRAWINGREVISIONSNOAPP'DDATESUBMISSION:5EROSION CONTROL NOTES AND DETAILSTOWN OF MONTVILLE, CONNECTICUTCOOK HILL TANKREPLACEMENT PROJECTMONTVILLE WATER SUPPLY C-4 S.COCHRAN 08-22 08-2220410BS.COCHRANB.PARFITTPERMITTING REVIEW 860.343.8297 | www.wright-pierce.com169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457 CONSTRUCTION ENTRANCE ANTI-TRACK PAD
SCALE: NTS
J:\ENG\CT\MONTVILLE\20410-COOKHILLRDTANKINSPECTION\DRAWINGS\CIV\20410-CS-DETAILS.DWG | 20410-CS-Details | 1:2.5849 | ---- | 8/23/2022 8:40:35 AM | SHANE.COCHRANLAST SAVED BY: SHANE.COCHRAN 8/23/2022 8:34 AMAPPROVED:CHECKED:CAD:DATE:12PROJECT NO:DATE:34CAD COORD:DESIGNED:DRAWINGREVISIONSNOAPP'DDATESUBMISSION:5CIVIL DETAILSTOWN OF MONTVILLE, CONNECTICUTCOOK HILL TANKREPLACEMENT PROJECTMONTVILLE WATER SUPPLY C-5 S.COCHRAN 08-22 08-2220410BS.COCHRANB.PARFITTPERMITTING REVIEW 860.343.8297 | www.wright-pierce.com169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457 NOTES:
1.ALL EXCAVATION MUST MEET OSHA STANDARDS.
2.INSTALL 3 FOOT LONG IMPERVIOUS MATERIAL DAM IN BEDDING/INITIAL BACKFILL MATERIAL
EVERY 100' AND WHERE SHOWN ON PLANS TO PREVENT TRENCH GROUNDWATER FROM BEING
CHANNELED ALONG BEDDING/INITIAL BACKFILL.
3.SEE SPECIFICATIONS FOR BEDDING AND BACKFILL REQUIREMENTS.
CLLEDGE EARTH
PIPE TRENCH
SCALE: "NTS"
SHEETING AND
SHORING AS
REQUIRED BY OSHA
COMPACTED
FINAL BACKFILL
INITIAL BACKFILL 1/2 PIPE
OD +6" (**NTS: FOR
NHDES PROJECTS USE 12")
PIPE BEDDING 1/2
PIPE OD +6" MIN
BACKFILL TO BE GRADED,
LOAMED, SEEDED AND
FERTILIZED, UNLESS
OTHERWISE NOTED
UTILITY LOCATION
MARKER (TAPE) 2'-0"
BELOW FINAL GRADE
EXISTING GRADE
SIDE OF TRENCH MAY BE
SLOPED BACK IN
UNPAVED AREAS ONLY
TWO LAYERS OF 2"
POLYSTYRENE INSULATION
(STAGGERED JOINTS). WIDTH
TO BE 4' INSTALL WHERE
SHOWN ON PLANS AND WHERE
DEPTH OF COVER IS LESS THAN
MIN FOR STORM, SEWER AND
WATER MAINS ONLY.
LEDGE TO BE EXCAVATED A
MIN OF 6" BELOW PIPE
2/3 OD OF PIPE
+ 9" MAX
33"
48"
40"
57"
20"
27"
21"
37"16"
10"
12"
8"12"
15"
15"
21"30"30"
21"
24"
15"
18"
23"
14"
21"15"
9"
15"
15"9"
12"
9"
13"12"
9"
12"
9"
9"
9"
6"
24"32"
12"
18"
18"20"
25"
18"
36"
27"
30"
24"
ELEVATION
24"
VERTICAL
SECTION X-X
BEND (DOWN)
15"
90° BENDPIPE SIZE
6"
ALL BENDS
X
VERTICAL BENDS
22 1/2° BEND
9"
45° BEND
A B
12"12"
A B
9"
A B
6"
11 1/4° BEND
A
6"6"
B
X
12"12"
A B
TEE
A
TEES
21"
B
CAP
PLUG
A B
12"12"
14"
16"
18"
22"
14"
16"
18"
22"
REDUCER
A B
REDUCER
12"12"
18"
20"
25"
32"
12"
18"
18"
24"
THRUST BLOCKS
NTS
24"15"4"9"12"12"9"6"6"6"12"12"21"12"12"12"12"
NOTES:
1.THRUST BLOCK SIZES SHOWN
ARE BASED ON A SOIL
BEARING CAPACITY OF 2000
PSF AND TEST PRESSURES OF
180 PSI.
2.ALL BENDS, TEES, WYES, HYDS.
& DEAD ENDS SHALL BE
BRACED WITH CONCRETE
THRUST BLOCKS.
3.RODDING MAY BE REQUIREDAA AABB18" MIN 45°AABBA
A 2BTRENCH WIDTH6"MIN 6"ROD CAP TO
BELL END
SHORT PIECE OF PIPE
6#4x2'-6"
2#4 ROD FRICTION CLAMP
TO A BELL IF POSSIBLE
A6" MIN4'-0"
NOTE:
TRENCH PIPE INSULATION TO BE USED WHERE DEPTH OF
COVER IS LESS THAN 4 FEET OR AS DIRECTED BY THE
ENGINEER
TRENCH PIPE INSULATION
SCALE: NTS
SEE TYPICAL TRENCH
DETAIL FOR PIPE
BEDDING AND BACKFILL
REQUIREMENTS
UNDISTURBED EARTH
POLYSTYRENE INSULATION
(2 LAYERS, 2" THICK X 4' WIDE,
STAGGER JOINTS)GRADE
BOLLARD
SCALE: NTS 4'-0"6'-0"6"6"18"Ø SONOTUBE
2-4" WIDE BLACK BANDS
6"Ø CONCRETE FILLED SCH
40 STEEL PIPE W/ROUNDED
CONCRETE TOP. PAINT
TRAFFIC YELLOW
TYPICAL SECTION OF GRAVEL AREAS
SCALE: NTS
4" AGGREGATE SURFACE
AND LEVELING COURSE
12" AGGREGATE BASE
COURSE TYPE "B"
APPROVED SUBGRADE
MAX. 10'-0"5'-0"6'-0"1'-6"Ø
CHAINLINK FENCE WITH BARBED WIRE
SCALE: "NTS"
NOTES:
1.SECURE POSTS IN CONCRETE AS SHOWN AT PULL, CORNER AND END POSTS (INCLUDING GATE POSTS)
2.IF CHAINLINK FENCE IS INSTALLED IN UNFRACTURED LEDGE, POST SHALL PENETRATE 2'-0" INTO THE LEDGE AND
SHALL BE GROUTED INTO 6"Ø HOLE.
PROVIDE HORIZONTAL
BRACE ON PULL,
CORNER AND END POSTSDIAGONAL BRACE AND
TURNBUCKLE
TENSION-WIRE
SUPPORT BRACKETS AT
FENCE POST (ANGLE
OUT AT 45°±)
3 STRANDS OF
BARBED WIRE
6'-0"
6" MIN
4" MIN
5" MIN
SECTIONPLAN
1" GALVANIZED
STEEL CONDUIT
12" TRANSMISSION MAIN
TO TANK
LINK TYPE SEAL, TYP
3'x3' ACCESS HATCH DOOR
SEE SPECIFICATIONS
MANHOLE
WATERPROOFING
5" MIN
JOINT, TYP
FLEXIBLE COUPLING, TYP
6"MIN12" TRANSMISSION MAIN
PRECAST REINFORCED CONCRETE
BARREL SECTION(S), SIZE AS
REQUIRED
MANHOLE STEPS
POLYETHYLENE FROST BARRIER
MIN. OF 3 LAYERS AT 8 MILS
EACH. COVER TOP SLAB, BRICK
FRAME RISER, AND EXTEND
MANHOLE WRAP 6' BELOW
GRADE
1" GALVANIZED STEEL CONDUIT
MANHOLE
WATERPROOFING
TRANSDUCER SIGNAL/POWER
WIRE
GAUGE ASSEMBLY WITH
PRESSURE TRANSDUCER SAMPLE TAP ASSEMBLY
GRAVEL BORROW BACKFILL
WITHIN 3' OF STRUCTURE WALL
12"
1
1
10"10"3/4" CRUSHED STONE
PRESSURE
TRANSDUCER
TRANSDUCER SIGNAL/POWER WIRE
SECURED TO WALL WITH STAINLESS
STEEL FASTENERS 6'Ø PRECAST
MANHOLE
SAMPLE TAP
ASSEMBLY
EL=362.50±
CAST IN PLACE PIPE BOOT,
TYP
FIN. GRADE
365.80±
INV EL.
361.30±
INV EL.
361.30±
TELEMETRY MANHOLE
SCALE: NTS
3'x3' ACCESS HATCH
DOOR SEE
SPECIFICATIONS
NOTES:
1.SECURE POSTS IN CONCRETE AS SHOWN AT PULL, CORNER AND END POSTS (INCLUDING GATE POSTS)
2.IF CHAINLINK FENCE IS INSTALLED IN UNFRACTURED LEDGE, POST SHALL PENETRATE 2'-0" INTO THE
LEDGE AND SHALL BE GROUTED INTO 6"Ø HOLE.
CHAINLINK FENCE AND LOCKING DOUBLE GATE
WITH BARBED WIRE
SCALE: "NTS"
16'-0"10'-0" (MAX)5'-0"1'-6"Ø6'-0"12" (TYP)PROVIDE HORIZONTAL
BRACE ON PULL,
CORNER AND END POSTS
3 STRANDS OF
BARBED WIRE
SUPPORT BRACKETS
AT FENCE POST
(ANGLE OUT AT 45°±)
DANGER
NO
TRESPASSING
PLACE SIGNS AT
200' INTERVALS
TENSION
WIRETOP OF GATE KEEPER
TO BE FLUSH WITH
ROAD SURFACE
DIAGONAL BRACE
AND TURNBUCKLE
PROVIDE S.S.
LOCK AND CHAIN
HATCH CHANNEL DRAIN
(COORDINATE LOCATION WITH ENGINEER)
3'-6" WIDTH X 8' LENGTH CONCRETE
SPLASH PAD - 6" THICK WITH 6X6 WWF
2'-6" WIDTH X 1'-0" THICK RIPRAP
AT PERIMETER, D50=4"
8" OVERFLOW SEE SITE
PLAN 8'-6"12'-0"10'10'-6"
ELEVATION
PLAN
RIPRAP D50=4"
1'-0" THICK
FILTER FABRIC
ELEV=369.0±
CONCRETE SPLASH PAD DETAIL/APRON #2
SCALE: NTS
FILTER FABRIC LINER NOTE: ELEVATIONS VARY, SEE PLANS FOR ACTUAL ELEVATIONS.
2'
12"
6'
2:1 SLOPE
3:1 SLOPE MAX
3:1 SLOPE MAX
PRECAST CONC CURB
STONE MOW STRIP
6"LOAM & SEED (MIN)
LEVEL SPREADER OUTLET
SCALE: NTS
1/2" CORPORATION STOP
1/2" BALL VALVE
SAMPLE TAP DETAIL
SCALE: NTS
GROUT TO PROVIDE
SLOPED FLOOR FOR
DRAINAGE
4'-0"
(TYP)1'-6"CLASS II RIPRAP
6" FILTER BACKING
OVERFLOW TRENCH
SCALE: NTS