HomeMy WebLinkAbout25SITE2 - Site Plan Rev 03-18-2025_Part2C-5.1
LANDSCAPEPLAN
1"=20'
GENERAL NOTES
1. ALL PLANTING MIXES SHALL BE PREPARED PRIOR TO DELIVERY TO SITE
2. PLANTING MIX FOR TREES AND SHRUBS SHALL BE AS FOLLOWS
3 PARTS SCREED TOPSOIL
1 PART CLEAN WASHED COARSE SAND
1 PART PEAT HUMUS
5 LBS. COMPOST PER CUBIC YARD OF MIX
3. MYCORRHIZAL INNCOULANT TO BE MYCOR TREE SAVER TRANSPLANT BY PLANT HEALTH CARE, INC.(1-800-421-9051) OR APPROVED EQUAL.4. TERRASORB AVAILABLE FROM PLANT HEALTH CARE, INC. OR APPROVED EQUAL5. SUBMIT CERTIFICATION OF PLANTING MIX FOR TREES AND SHRUBS FROM SOIL DISTRIBUTOR.6. TOPSOIL MIX SHALL INCLUDE:3 PARTS SCREENED TOPSOIL1 PART SAND
1 PART HUMUS
5 LBS. COMPOST PER CU. YD. OF MIX
7. TOPSOIL:
A. PROVIDE A NATURAL, FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. OF UNIFORM COMPOSITION THROUGHOUT AND WITHOUT ADMIXTURES OF
SUBSOIL, AND FREE OF STONES, LUMPS, PLANTS, ROOTS, STICKS OR OTHER EXTRANEOUS MATTER.B. TOPSOIL SHALL CONTAIN NOT LESS THAN 4% NOR MORE THAN 20% ORGANIC MATTER AS DETERMINED BYTHE WET COMBUSTION METHOD.C. MECHANICAL ANALYSISSCREEN SIZE % BY WEIGHT PASSING1"100
V4"97 - 100
NO. 200 20 - 65
D. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TESTING AND ANALYSIS OF EXISTING AND IMPORTED
SOILS. FURNISH A SOIL ANALYSIS MADE BY A QUALIFIED INDEPENDENT SOIL - TESTING AGENCY STATING
PERCENTAGES OF ORGANIC MATTER, INORGANIC MATTER (SILT, CLAY, AND SAND), DELETERIOUS MATERIAL,PH, AND MINERAL AND PLANT - NUTRIENT CONTENT OF TOPSOIL.E. REPORT SUITABILITY OF TOPSOIL FOR LAWN AND SHRUB PLANTING GROWTH. RECOMMEND QUANTITIESOF NITROGEN, PHOSPHORUS. AND POTASH NUTRIENT AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHERSOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY TOPSOIL.
PLANTING SOIL NOTES
1. BE AWARE OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR PLANTING OPERATIONS.USE CARE TO PROTECT EXISTING UTILITIES FROM DAMAGE, CONTACT "CALL BEFORE YOU DIG"PRIOR TO EXCAVATION.
2. ALL PLANTINGS ARE TO BE INSTALLED BY A QUALIFIED LANDSCAPE CONTRACTOR.
3. THE CONTRACTOR SHALL BE REQUIRED TO CARRY WORKMEN'S COMPENSATION INSURANCE ANDCOMPREHENSIVE GENERAL LIABILITY INSURANCE. CERTIFICATES WILL BE REQUIRED PRIOR TOSIGNING CONTRACTS.
4. CONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. CONTRACTOR SHALL MAINTAIN A SAFEJOBSITE AT ALL TIMES.
5. CONTRACTOR SHALL BE FAMILIAR WITH THE SITE VERIFY ALL DIMENSIONS, GRADES AND EXISTING
CONDITIONS. REPORT ANY DISCREPANCIES TO LANDSCAPE DESIGNER.
6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED FORCOMPLETING WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED SOIL, BRUSH AND DEBRIS
OFF-SITE IN A SAFE AND LEGAL MANNER.
8. NOTIFY OWNER OR LANDSCAPE DESIGNER 72 HOURS MINIMUM IN ADVANCE OF STARTING PLANTINGOPERATIONS. RECEIVE APPROVAL FOR LAYOUT OF ALL BED LINES AND MATERIAL LOCATIONS PRIORTO INSTALLATION.
9. PROTECT EXISTING VEGETATION TO REMAIN FROM DAMAGE DURING CONSTRUCTION. IT IS THE
INTENT OF THIS CONTRACT TO AVOID ANY DISTURBANCE TO EXISTING VEGETATION ON THE SITEOTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL. ADJUSTMENTS SHALL BE MADE INTHE FIELD AT THE DIRECTION OF THE LANDSCAPE DESIGNER.
10.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PLANTING, SEEDING AND TREE WORK WITH
OTHER TRADES. RESPECT OTHER TRADES WORK AT ALL TIMES.
11.CONTRACTOR IS TO EXERCISE EXTREME CARE DURING THE COURSE OF DEMOLITION ANDREMOVALS ANY DAMAGE TO EXISTING FACILITIES, UTILITIES OR TREES TO REMAIN SHALL BE THESOLE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE IN KIND.
12.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL AREAS DAMAGED TO PRE-EXISTING
CONDITIONS AS A RESULT OF PLANTING OPERATIONS TO OWNERS AND/OR LANDSCAPE DESIGNERSAPPROVAL.
13.VEGETATION TO BE REMOVED, NOT INDICATED ON PLAN, SHALL BE TAGGED IN FIELD BY LANDSCAPE
DESIGNER.
14.THE LANDSCAPE DESIGNER RESERVES THE RIGHT TO REJECT INFERIOR PLANT MATERIALS ANDSUBSTITUTIONS. THE LANDSCAPE DESIGNER IS WILLING TO MAKE TWO TRIPS TO SUPPLIERS TO TAG,REVIEW AND APPROVE MATERIALS. PREVIOUSLY UNAPPROVED MATERIALS MAY BE REJECTED ATTHE SITE. MINIMALLY, ALL MATERIALS WILL CONFORM TO THE "AMERICAN STANDARD FOR NURSERYSTOCK" (ANSI Z60.1 - 2004) OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
15.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN GOOD, HEALTHY AND
FLOURISHING CONDITION FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. THECONTRACTOR SHALL REPLACE, AS SOON AS WEATHER AND SEASONAL CONDITIONS PERMIT, ALLDEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THELANDSCAPE DESIGNER DURING, AND AT THE END OF THE GUARANTEE PERIOD. WARRANTYREPLACEMENT WILL BE PROVIDED AT NO COST TO THE OWNER AND INCLUDE MATERIALS ANDLABOR. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE INCURRED DURINGREPLACEMENT OF WARRANTY MATERIALS.
16.WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES SHOWN ON THE PLANT LIST & THEPLAN, USE THE QUANTITIES FROM THE PLAN.
17.PERENNIALS, GROUNDCOVERS & GRASSES TO BE FIELD LOCATED BY LANDSCAPE DESIGNER.
COORDINATE TO NOTIFY LANDSCAPE DESIGNER AT LEAST 72 HOURS IN ADVANCE OF EXPECTED
INSTALLATION DATE. ON THAT DATE ALL BEDS SHALL BE PREPARED & ALL PLANT MATERIAL SHALL
BE ON SITE.
18.PROVIDE A MINIMUM 6" TOPSOIL FOR ALL DISTURBED AREAS. SUBMIT SAMPLE OF TOPSOIL AND SOILTEST RESULTS FOR LANDSCAPE DESIGNER APPROVAL PRIOR TO DELIVERING TO SITE.
19.MULCH ALL BEDS SHOWN AS CONTINUOUS WITH A 3" MINIMUM OF DOUBLE SHREDDED CEDAR BARK
MULCH. SAMPLE TO BE SUBMITTED TO LANDSCAPE DESIGNER FOR APPROVAL.
20.ALL PLANT MATERIALS TO BE SOURCED FROM LOCALLY GROWN GROWERS.
21.TRANSPLANTED MATERIALS TO BE WATERED, HEELED IN AND TENDED BY CONTRACTOR UNTIL FINALPLACEMENT.
PLANTING NOTES
PROPOSED PLANT SCHEDULE
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/20/2025 4:25 PMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
1. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION.
2. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY THE LOCAL
MUNICIPALITY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.
3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE CIVIL ENGINEER IFTHERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELDCONDITIONS.
4. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION
DETAILS OF BUILDING.
5. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVEREDDURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDINGFURTHER WITH WORK.
6. SEE SHEET C-4.1 FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES
MAP REFERENCES:
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE
1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
LIGHTING NOTES
1.ALL LIGHT FIXTURES TO BE MOUNTED AND INSTALLED PER MANUFACTURERSPECIFICATIONS.2.ALL WORK AND RELATED MATERIALS SHALL COMPLY WITH CITY, COUNTY, AND OTHERAPPLICABLE GOVERNING AUTHORITY REQUIREMENTS.3.SEE SHEET C-2.1 FOR THE PROPOSED LAYOUT.
CALLOUT FIXTURE DESCRIPTION NOTES
FIXTURE SCHEDULE
MODEL LUMENSSYMBOLQTY
P1 HUBBELL LIGHTING ASL LED SERIES, MODEL ASL-16L-4K-219-4-EHS, POWDER COATED ALUMINUMDARK BRONZE.123W 4K LED, TYPE 2 DISTRIBUTION, 16'MOUNTING HEIGHT 11,2537PARKING LOT POLE LIGHT FIXTURE
W111 PATIO WALL LIGHT FIXTURE
W211 FRONT PORCH WALL LIGHT FIXTURE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
8.9W 4K LED, 120V
8.9W 4K LED, 120V, 513 LUMENS
513
513
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
Inv = 98.2
SanOut=98.5
EXTG SAN MHINV IN = 93.4(VERIFY IN FIELD)
W
W
W
W
W W W W W W
W
W
W
WWWWW W W W W W W W W W W W W W
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
EXTG. SANITARYLINE (TBD)SANSANSANSAN SANWWWWWW
W W
EXTG. WATERSERVICE(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETCETCW
SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSANSANSANInv = 97.7 Inv = 97.4
Inv =96.4
San Out = 96.6
San Out = 96.0
San Out = 97.6San Out = 97.9San Out = 98.4
San Out = 99.4
SanOut=99.0 SanOut = 98.0 SanOut =97.4
Inv = 98.8 Inv = 98.3 Inv = 97.8 Inv = 97.2
C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2" BLOWOFF HYDRANT
PROPOSED 2" BLOWOFF HYDRANT
New 2" Water Lin
e
New 2" Water Line
New 2" Water LineNe
w
2
"
W
a
t
e
r
L
i
n
e
34" K SERVICEAND VALVE(TYP)
34" K SERVICEAND VALVE(TYP)
34" K SERVICE AND VALVE (TYP)
PROPOSED 34" ISOLATION VALVE ATEACH UNIT (TYP)
PROPOSED 34"ISOLATION VALVE ATEACH UNIT (TYP)
PROPOSED 34"ISOLATION VALVE ATEACH UNIT (TYP)
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
PROPOSED SAN MHT.F. = 101.7INV IN = 96.5INV OUT = 96.5
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
10'Min
EXISTING SAN LINESERVING EXTG.HOUSE TO REMAIN
EXISTING SAN LINESERVING EXTG.HOUSE TO REMAIN
SAN SAN
SAN / WATER CROSSINGFINISH GRADE = 101.9EL WATER LINE 97.9INV SAN = 96.1(VERT SEP = 1.8')
PROPOSED WATER METER (TYP)PROPOSED SAN MHT.F. = 101.49INV IN/OUT = 96.5INV OUT = 96.7
C.O.
C.O.
PROPOSED SANITARYCLEANOUT AT 75' MIN.
PROPOSED SANITARYCLEANOUT AT 75' MIN.
C.O.
(1) CF (1) CF
(1) CF (1) CF
(1) CF
(1) AS
(1) AS
(1) AS
(1) AS
(25) TO PROPOSEDTREELINE
PROPOSEDTREELINE
LAWNAREA
LAWNAREA
LAWNAREA
LAWNAREA
LAWNAREA
NEW ENGLANDEROSION CONTROLAND RESTORATIONMIX
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
(1) CF
(1) CF (1) CF (1) CF
(1) CF
(1) AS
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
P1
P1
P1
P1
P1
P1
P1
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWNORWICH NEW LONDON TNPK( ROUTE 32)OHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWPOWERHOUSE ROAD
1
2 3
5
6
7
8910
4
11
F.F. El. = 108.8
F.F. El. = 103.6
F.F. El. = 107.1 F.F. El. = 104.1
F.F. El. = 102.1
F.F. El. = 105.6 F.F. El. = 104.0
F.F. El. = 102.1
F.F. El. = 102.3
F.F. El. = 102.1
F.F. El. = 102.3
Gar. Fl. El. =103.1
F.F. El. = 105.1F.F. El. = 106.6
Gar. Fl. El. =104.6Gar. Fl. El. =106.1Gar. Fl. El. =106.6
Gar. Fl. El. =105.5
Gar. Fl. El. =105.1 Gar. Fl. El. =103.5 Gar. Fl. El. =102.6
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/21/2025 8:26 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
EXTRUDED BITUMINOUS CONCRETE LIP CURBING DETAIL
SCALE: NTS DETAIL PER TOWN OF MONROE DPW STANDARD DRAWINGS
48°
21°
R=2"BITUMUNOUSCONCRETE PAVEMENT
TACK COAT
ASPHALT PAVINGSTANDARD DUTY ASPHALT PAVINGHEAVY DUTY
PAVING DETAILS
SCALE: NTS
CLASS 1, 1.5" BIT. CONC.WEARING COURSE
CLASS 4, 2.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
9" GRANULARSUBBASE COURSE COMPACTEDSUBGRADEGRANULAR SUBBASECOURSE COMPACTEDSUBGRADE
CLASS 1, 1.5" BIT. CONC.WEARING COURSECLASS 4, 1.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
6" GRANULARSUBBASE COURSE COMPACTEDSUBGRADE
6" PCC SURFACECOURSE, 4,000 PSI
6" GRANULAR BASECOURSEWELDED WIRE FABRIC6 x 6 - W2.0 x W2.0 (2" CLEAR)
HEAVY DUTY CONCRETE PAVING
L
TIMBER GUIDE RAIL
SCALE: NTS
NOTES1.ALL TIMBER TO BE PRESSURE TREATED CCA=0.40 PCF SOUTHERN YELLOW PINE
BOLT HEAD OR NUTSHALL NOT PROTRUDEFROM SURFACE OF RAILOR POST
10"2"
ANTI-CHECK SPLINE(TYP.)
10" x 10" POST (TYP.)
4"
8"
1"-0"
4'-0"
GRADE
5" x 8"CROSSMEMBER
4 GALVANIZED CARRIAGE BOLTS.COUNTER BORE REAR TO RECEIVENUT AND WASHER (TYP.)
8'-0" C TO C (TYP.)8'-0" END CONDITION (TYP.)L
10"
3"
2"
1" CHAMFER (TYP.)
TYPICAL ACCESSIBLE PARKING SPACE DETAIL
SCALE: NTS
NOTES1.SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS2.PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
8' - 0"10'-0"5' - 0"18' - 0"10' - 0"4" YELLOW PAINT LINESAT 2' O.C. PAINTED AT45° ANGLE
TAPERED CURB TOFULL 6" REVEAL
PAINTED WHITE SYMBOLON BLUE BACKGROUND INACCORDANCE WITHFEDERAL STANDARDS
ACCESSIBLE SIGN WITHBOLLARD BASE (TYP.)
FLUSH CONDITIONS
8' - 0"VAN SPACE
DN DN
DUMPSTER PAD ENCLOSURE - BOARD ON BOARD FENCE
SCALE: NTS
Mid-Railis standardon 4 1/2' and over
1" (Typ.) CLEARANCE (UNDER FENCE)
8'
91" (INSIDE MEASURE)
3/4 x 4 FACIA BOARD
1-3/16" x 1-5/8" END CLEAT
1 x 3 HORIZONTAL RAIL
3-1/4"
RAIL
EXTRA LONG POST NEEDEDFOR STEPPING
SECTION-FRAME SIDE DOUBLE GATEFRAME SIDE
CAP
END VIEW
TOP VIEW
3/4 x 4FACIAPOST6 x 6
1 x 3 HORIZ. RAIL
16d BOX NAIL GALV.
8' WIDE
1-3/16" x 1-5/8" END CLEAT
1-1/2" BEVELED EDGE(TYP.)
POST
6'DARK BROWN WOOD STAIN
12"Ø CONC. FOUNDATION
12"Ø 12"Ø CONC. FOUNDATION TYP.AT ALL CORNERS AND GATES
PROPOSED LIGHT POLE - P1
SCALE: NTS
...
..
.
...
.....
...
.....
...
.FINISH GRADE
GROUNDING ROD
RIGID METALCONDUIT
CONCRETE FOUNDATIONWITH RUBBED SANDFINISH
CURB
ANCHOR BOLTS(SIZES PERMFG)
PROVIDE GROUNDINGTYPE INSTALLATION
5" STEEL SQAURE POLEHUBBELL LIGHTING MODELSSS, DARK BRONZE
18" MIN
30"4'2'16' MOUNTING HEIGHT2' DIA
HUBBELL LIGHTING ASL LED SERIES,MODEL ASL-16L-4K-219-4-EHS,POWDER COATED ALUMINUM DARKBRONZE.14' POLE HEIGHT8-7/8(22.5)3-3/4(9.5)
12-9/16(31.9)
All dimensions are inches (centimeters) unless otherwise indicated.
PROPOSED ACCENT LIGHT - AL1
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITESCALE: NTS
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/21/2025 8:27 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
NOTE: FILTER FABRICSHALL BE NON-WOVEN,MEETING ASTM D-3776 ANDD-4491.
4'-0"
5'-0"
NOT TO SCALE
4'-6"4'-6"4'-6"
TYPICAL PARKING LOT PAVEMENT SECTION ON6" MINIMUM COMPACTED PROCESSEDAGGREGATE BASE COURSE OR FINISHEDGRADEFILTER FABRIC
4'-0"
8" MIN.
1" CRUSHED STONE
1" CRUSHED STONE BASE
6"
4'x8'x4' OR 4'x4'x4' PRE-CAST CONCRETE GALLEYS BYCONNECTICUT PRE-CAST OR APPROVED EQUAL -GALLEYS SHALL BE H-20 RATED
SLOPE SLOPE
2' SQ x 6" THICKCLASS B CONCRETE PAD
TAMP BACKFILL
VALVE BODY
AND DEPTH OF BURYVALVE BOX TO SUIT VALVE
WATER PIPE
ADJUST TOP SECTIONTO FINISH GRADE
VALVE BOX TO BEENTIRELY SUPPORTEDBY CONCRETEBLOCKS OR BRICKS TOSUIT. VALVE BOXMUST NOT BEAR ONVALVE OR PIPE.
GATE VALVE DETAIL
SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER3/4" CRUSHED STONE TO BE INSTALLED TO DEPTHDETERMINED BY GEOGRAPHICAL ENGINEER INPEAT AND UNSUITABLE SOIL AREAS
7" (MIN) SAND BED
12" (MIN) SAND COVER OVERPIPE
METAL STRIPS BURIED 12" ABOVE P.E.PIPE EVERY 5' & AT BENDS (GAS LINESONLY) MARKING TAPE BURIED OVERELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT., TELE. ANDCATV. 3'-0" WHEN ELEC., CATV, & TEL.ARE GROUPED IN TRENCH
BOTTOM OFUTILITYTRENCH
APPROVED COMPACTED% MAX DRY BACKFILL (95DENSITY) COMPACTIONPER ASTM D1557 IN 8"LIFTS
4'-0" (FOR GAS & WATER)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENTSECTION
6" (MIN) SAND
10"
CAST IRON COVER
CLEAN-OUT PLUG
CAST IRON CLEAN OUT
18"x18" PAD 28 DAY 3000PSI CONCRETE
GRADE
4" PVC
4"- 45° ELBOW
END CAP IFREQUIRED
6" X 4" TEE "Y"
UNDERGROUNDPIPING
PIPE SIZE PER PLANSTORM / SANITARY CLEANOUT DETAIL
SCALE: N.T.S
CLEAN-OUT BOX ISINDEPENDENT OF PIPE
FLOW DIRECTION
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORTSYSTEM ASREQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PERUNIFIED SOIL CLASSIFICATION SYSTEM OR ASAPPROVED BY SITE ENGINEER, COMPACTED TO95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL)PER ASTM D1557 (MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'(MIN.) THICKNESS AT 50' C-C
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BY ENGINEER- 3/4" CRUSHED STONE TO BE INSTALLED TODEPTH DETERMINED BY ENGINEER IN PEAT ANDUNSUITABLE AREAS
6" MIN.
1'-0" MIN.IN ROCK
TRENCH WIDTH
O.D. + 2'-0" MIN.
6"
6"4' CONERISERVARIESRISERVARIESBASE4' MIN.12" INV (INLET)293.87
6" MIN.7"
PRECAST STORM MANHOLE
SCALE: NTS
NOTES1.5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THEMANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER.2.WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE.3.WHEN INLET SEWER INVERT TO OUTLET SEWER INVERT ELEVATION EXCEEDS 24" USE DROP CONNECTION.
12" INV (OUTLET)293.10
BITUMASTIC COATING (TYP.)
5" MIN.7" (TYP.)
ALUMINUM STEP
PERFORMED PLASTIC GASKET ORFLEXIBLE WATERTIGHT RUBBER GASKET
PRECAST REINFORCEDCONCRETE TONGUE AND GROOVERISERS AS REQUIRED
LIFTING HOLES (TYP.)(FILL WITH MORTAR)
WELDED WIRE FABRIC
PRECAST REINFORCEDCONCRETE MANHOLE ECCENTRICCONE
ADJUST TO GRADE WITH MAX. OFFOUR COURSES OF BRICK OF CONC.GRADE RINGS (12" MAX.) 7' WIDTHS
FRAME AND COVER
2'-2"DIA.8"
3" MIN.
12"(TYP)
2 1/4"MIN.
4'-0" DIA.
2'
4" INV (INLET)293.63
6"
SECTION
24"
SUMP
SECTION
18"6" OR 12" RISER
(OPTIONAL)
6"CRUSHED STONE OR
GRAVEL BEDDING
18" RISER SECTION
(OPTIONAL)
6" PVC OUT
3"
3"
21"
24"
24"
PLAN
18"
18"
CAST IRON FRAME AND
COVER.
6" Ø PVC IN
INV VARIES
(SEE PLAN)
INV VARIES
(SEE PLAN)
COARSE PARTICLE SEPARATOR
SCALE: N.T.S.
NOTE: CONCRETE STRUCTURE,
FRAME AND GRATE SHALL BE H20
LOADING
CAST IRON FRAME AND
COVER.
F.G.
CURBING
4'-0'' WHERE CBIS IN A SAG
VARY CROSS SLOPE OFGUTTER TO MATCHCROSS SLOPE OFGRADE (TYP.)NORMAL CROSSSLOPE OF GUTTER (TYP.)NOTE: CONCRETE COMPRESSIVE STRENGTH = 4000psi @ 28 DAYS
VARIESFINISHED GRADE MAY VARYADJACENT TO CATCH BASINAS DIRECTED 3-34"(TYP.)14"/ FT.DROPMIN.
3-58''(TYP.)INSTALL PERVIOUS BACKFILL ABOVE THIS ELEVATION FROM BOTTOM OF SUBBASETO A MAX. DEPTH OF 3'-0''1'-8-58''1'-0''
8''(TYP.)2'-0''6''WHEN THIS DIMENSION EXCEEDS 10' -0'', THECATCH BASIN WILL BE PAID FOR AS A TYPE ''C-L'' CATCH BASINOVER 10' DEEP (INCREASE WALL THICKNESS TO 12")3'-0''
4'-4''
14"/ FTDROPMIN.
7''
1'-0''(TYP.)
8''
(TYP.)7-58"(TYP.)
2'-8-34''2'-0'' MIN.6''5'-4"
4'-0''
FLOATABLES AND DEBRISTO BE CLEANEDPERIODICALLY HOODED INLET TRAPBY NEENAH FOUNDRYOR APPROVED EQUAL
9''OUTLET PIPE
WATER LEVEL
HOOD BELOWWATER LEVEL(TYPICAL)
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd3/20/2025 4:26 PMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
LEVEL SPREADER DETAIL
NOT TO SCALE
TREE PLANTING
SCALE: NTS
PRUNING SHALL BE IN ACCORDANCEWITH APPROVED HORTICULTURALSTANDARDS IN ORDER TO PRESERVETHE NATURAL FORM OF THE SPECIFICPLANTS. IF APPLICABLE & APPROVEDBY THE LANDSCAPE ARCHITECT,ONE-FOURTH TO ONE-THIRD OF THEWOOD SHALL BE REMOVED BYTHINNING OUT TO BALANCE ROOTLOSS DUE TO TRANSPLANTING.
NOTE5' x 5' TREE PLANTING AREA - 24 SF (MIN.)
CUT BURLAP AND WIRE BASKETS,REMOVE FROM TOP 1/3 OF ROOT BALL
3" BARK MULCH
3" SOIL SAUCER TYP.FINISHED GRADE
TOPSOIL
SUBSOIL
PLANTING SOIL MIXTURE, SEELANDSCAPE NOTES. EACH TREE TOBE PROVIDED A MINIMUM OF 12 C.F.OF LOAM INCORPORATED INTO SOILPLANTING MIXTURE
SET TOP OF ROOT BALLAT OR SLIGHTLY ABOVEFINISHED GRADE
24" (MIN.)
5'
SCARIFY GLAZED SIDESOR HARDENED SURFACEIF PITS ARE DUG WITHAUGERING DEVICE
REMOVE ROCK 18'' MINBELOW PLANT PITDEPTH.
18" (MIN.)
TOP OF LEDGE
PROPOSED LIGHT POLE - P1
SCALE: NTS
...
..
.
...
.....
...
.....
...
.FINISH GRADE
GROUNDING ROD
RIGID METALCONDUIT
CONCRETE FOUNDATIONWITH RUBBED SANDFINISH
CURB
ANCHOR BOLTS(SIZES PERMFG)
PROVIDE GROUNDINGTYPE INSTALLATION
5" STEEL SQAURE POLEHUBBELL LIGHTING MODELSSS, DARK BRONZE
18" MIN
30"4'2'16' MOUNTING HEIGHT2' DIA
HUBBELL LIGHTING ASL LED SERIES,MODEL ASL-16L-4K-219-4-EHS,POWDER COATED ALUMINUM DARKBRONZE.14' POLE HEIGHTSHRUB / GROUNDCOVER PLANTING
SCALE: NTS
MULCH
NOTE1.IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATEAND MULCH ENTIRE BED.
3" SOIL SAUCER (TYP.)
TOPSOIL
SUBSOIL
SCARIFY SIDESOF ROOT BALL
COMPACTED PLANTINGMIX BELOW BALL
SET TOP OF ROOT BALL AT ORSLIGHTLY ABOVE FIN. GRADE
CUT BURLAP FROM TOP OF 1/3OF ROOT BALL
PLANTING MIX
SCARIFY GLAZED SIDES ORHARDENED SURFACE IF PITSARE DUG WITH AUGERINGDEVICES
CONTAINER GROWN
EQUALS TWICE
BALL DIAMETER
EQUALS TWICE
BALL DIAMETER
MIN.6"
6"MIN.6"MIN.6"MIN.
BALLED ANDBURLAPPED
SANITARY MANHOLE ASSEMBLY
NOT TO SCALE3.2'3.5'See Plan