preliminary & final major site plan and final construction … … · file no. 3476-x reo-3 hc...

$: PRELIMINARY & FINAL MAJOR SITE PLAN AND FINAL CONSTRUCTION … … · file no. 3476-x reo-3 hc arh r-1 r-2 key map zoning district (typ.) f:\jobfile\0303m\_eng\dwg\0303m (6-24-20).dwg$
FL 1SL1

SL 2

FL 2

FL 3

FL 4

FILE No. 3476-X

REO-3

HC

ARH

R-1

R-2

KEY MAP

ZONING

DISTRICT (TYP.)

F:\JOBFILE\0303M\_ENG\DWG\0303M (6-24-20).DWG

PREPARED FOR

SITUATED IN

PRELIMINARY & FINAL MAJOR SITE PLAN AND FINAL CONSTRUCTION PLANS

1377 ROUTE 206

SOMERSET COUNTY, NEW JERSEYMONTGOMERY TOWNSHIP,

LOT 45 IN BLOCK 29002

PROPERTY OWNERS WITHIN 200'

APPLICANT / OWNER

INDEX OF SHEETS1. COVER SHEET2. EXISTING FEATURES PLAN3. SITE PLAN4. GRADING, DRAINAGE AND UTILITY PLAN4A. CURB RAMPS GRADING PLAN5. LANDSCAPE PLAN6. LIGHTING PLAN7. SOIL EROSION AND SEDIMENT CONTROL PLAN8. STORM DRAINAGE PROFILES9. STORM DRAINAGE PROFILES10. SANITARY SEWER PROFILES11. DETENTION BASIN PLAN & DETAILS12. STORM DRAINAGE, SANITARY SEWER & CONSTRUCTION DETAILS13. CONSTRUCTION DETAILS14. SOIL EROSION AND SEDIMENT CONTROL DETAILS15. TRUCK TURNING TEMPLATES16. DEMOLITION PLAN

TOWNSHIP OF MONTGOMERY APPROVALS

“

”

“ ”

GENERAL NOTES

JULY 18, 2019

PREPARED BY

VAN CLEEF ENGINEERING ASSOCIATESP.O. BOX 5877

32 BROWER LANEHILLSBOROUGH, NEW JERSEY 08844

REO-2

1

SSIZ-2 ZONE

NJ LLC CERT. No. 24GA28132300

Consulting Civil Engineering

Water / Wastewater

Municipal Engineering

Land Surveying

Professional Planning

Landscape Architecture

Bridge Design

Highway Design

Geotechnical Engineering

With Offices In

New Jersey, Pennsylvania & Delaware

32 BROWER LANE, PO BOX 5877, HILLSBOROUGH, NJ 08844

WEB: WWW.VANCLEEFENGINEERING.COM

PHONE (908) 359-8291 FAX (908) 359-1580

EMAIL: [email protected]

Construction Inspection

ENGINEERING ASSOCIATES, LLCVanCleef

PRELIMINARY & FINAL MAJOR SITE PLAN AND FINALCONSTRUCTION PLANS1377 ROUTE 206LOT 45 IN BLOCK 29002MONTGOMERY TOWNSHIP, SOMERSET COUNTY, NJ

REVISED: JANUARY 17, 2020

S

T

R

E

A

M

REVISED: MARCH 2, 2020REVISED: MARCH 13, 2020REVISED: APRIL 21, 2020REVISED: MAY 27, 2020REVISED: JUNE 10, 2020REVISED JULY 27, 2020

SOIL TYPES

FILE No. 3476-L

REO-2

REO-3HC

ARH

R-1

R-2

KEY MAP

SSIZ-2 ZONE

ZONING

DISTRICT

(TYP.)

F:\JOBFILE\0303M\_ENG\DWG\EXISTING FEATURES PLAN.DWG2

PROPERTY OWNERS WITHIN 200'

APPLICANT / OWNER

LEGEND

PLAN REFERENCES:



Water / WastewaterMunicipal EngineeringLand SurveyingProfessional PlanningLandscape Architecture

Bridge DesignHighway Design


With Offices InNew Jersey, Pennsylvania & Delaware


WEB: WWW.VANCLEEFENGINEERING.COMPHONE (908) 359-8291 FAX (908) 359-1580




Pamela Mathews No. 41181New Jersey Professional Engineer and Land Surveyor

BY:

ONE

EX. UTILITY

BUILDING TO

REMAIN

PROPOSED

INFILTRATION BASIN +/-

WAY

EXIT TO ROUTE 206 SOUTH

MIN. BUILDING SETBACK LINE (TYP.)

D

D

PROPOSED APARTMENT BUILDING No. 1

(PROPOSED HEIGHT: 54.5 FT)


(PROPOSED HEIGHT: 48.04 FT)

S S

GARAGE FE=129.03

S

S

SS

D

FL 1SL1

SL 2

FL 2

FL 3

FL 4

ACCESS DRIVE

FIRE LANE FIRE LANEFIRE LANE

SITE SIGN WITH EXTERNAL

ILLUMINATION

LESS THAN 6 FT HIGH,

SET BACK MINIMUM

10 FT FROM RIGHT OF WAY

PLAY STRUCTURE

28' X 35'

(3) SPRING RIDERS

14'X16' EACH

SEE-SAW BOUNCER

15' X 21'

(2) KIDS TABLES

28'

72'

FILE No. 3476-X

REQUIRED: (PER NJAC 5:21 - RESIDENTIAL SITE IMPROVEMENT STANDARDS (RSIS)

GARDEN APARTMENTS:

1 BEDROOM - 1.8 SPACES PER UNIT:29 UNITS x 1.8 SP./UNIT= 52.2 SPACES

2 BEDROOMS - 2.0 SPACES PER UNIT:80 UNITS x 2.0 SP./UNIT= 160 SPACES

3 BEDROOMS - 2.1 SPACES PER UNIT:6 UNITS x 2.1 SP./UNIT= 12.6 SPACES

---------- -------------------

TOTAL SPACES REQUIRED: = 224.8 SPACES

PROPOSED:

227 SPACES (INCLUDING 8 ACCESSIBLE SPACES)

PARKING SUMMARY:

ZONING SCHEDULE - SSIZ-2 (SITE SPECIFIC INCLUSIONARY ZONE 2)

REQUIRED

PROVIDED COMPLIES

MAXIMUM OVERALL DENSITY

23 UNITS/ACRE 18.4 UNITS/ACRE

YES

MINIMUM LOT AREA 1 ACRE 5.003 ACRES YES

MINIMUM LOT WIDTH 150 FEET 300.0 FEET YES

MINIMUM LOT DEPTH 150 FEET 726.4 FEET YES

MAXIMUM BUILDING HEIGHT

59 FEET / 4 STY

BLDG 1: 58.63 FEET / 4 STY

BLDG 2: 57.57 FEET/4 STY

BLDG 1:YES

BLDG 2: YES

MAXIMUM BUILDING COVERAGE 30 % 22.8% YES

MAXIMUM IMPERVIOUS COVERAGE 70% 60.1% YES

MINIMUM REAR YARD 50 FEET 67.5 FEET YES

MINIMUM FRONT YARD 75 FEET 93.1 FEET YES

MINIMUM SIDE YARD 20 FEET 20.2 FEET YES

MINIMUM SEPARATION BETWEEN

BUILDINGS

70 FEET 80 FEET YES

MINIMUM SEPARATION BETWEEN

BUILDING AND PARKING

10 FEET 17.5 FEET YES

MAXIMUM ACCESSORY BUILDING

HEIGHT

25 FEET/1.5 STORIES

21.0 FEET YES

LEGEND


AFFORDABLE HOUSING BEDROOM MIX CHART:

# OF BEDROOMS

UHAC REQUIREMENTS REQUIRED

PROPOSED

EFFICENCY / 1

BEDROOM

NO MORE THAN 20%

5 UNITS (MAX.)

5 UNITS

2 BEDROOM AT LEAST 30% 7 UNITS 12 UNITS

3 BEDROOM AT LEAST 20% 5 UNITS 6 UNITS

TOTAL: 23 UNITS 23 UNITS

3

PLAN REFERENCES:

1. "LOCATION SURVEY FOR 1377 RT. 206 BLOCK 29002 LOT 45, MONTGOMERY TOWNSHIP, SOMERSET COUNTY,

NEW JERSEY", PREPARED BY VAN CLEEF ENGINEERING ASSOCIATES, ROBERT B. HEIBELL, N.J.P.E. & L.S. LIC.

No. 20792, DATED JANUARY 7, 2004 LAST REVISED AUGUST 14, 2007.

2. EPA'S AS-BUILT DRAWINGS AS PROVIDED BY LAN ASSOCIATES, ENGINEERING, PLANNING, ARCHITECTURE,

SURVEYING, Inc. BY LETTER DATED MAY 9, 2007.

3. "PARTIAL TOPOGRAPHY SURVEY FOR COUNTRY CLASSICS THROUGH BLOCK 29002, LOT 46, MONTGOMERY

TOWNSHIP, SOMERSET COUNTY, NEW JERSEY" BY VAN CLEEF ENGINEERING ASSOCIATES, PAMELA

MATHEWS, N.J.E. & L.S. LIC. No. 41181, LAST REVISED MAY 29, 2019.

REO-2

REO-3HC

ARH

R-1

R-2

KEY MAP

SSIZ-2 ZONE

ZONING

DISTRICT (TYP.)

NOTES:

1. Grantee, at Grantee’s cost, agrees to repave by milling two (2) inches of the

blacktop and replacing same with two (2) inches of asphalt surface course an

area of approximately thirty (30') feet on either side of the Sanitary Sewer

Easement where it crosses the driveway and the additional area near the

Sidewalk Easements as shown cross-hatched on the Plan attached hereto as

Exhibit A-1.

2. Relief requested from proposed retaining wall height along side Building No. 1,

10.1 feet max. proposed versus 4 feet permitted per Code 16-5.3b.

3. The lot shall be deed restricted to require the perpetual maintenance of the

stormwater management system in accordance with the approved Stormwater

Management Maintenance Plan. The restriction shall reference the maintenance

manual by title, preparer and most revision date. Further, the restriction shall

allow that, in the event that the responsible part fails to maintain the system, the

Township shall have the right (but not the obligation) to enter upon the property

to perform the requisite maintenance at the responsible parties expense.












ONE

WAY

D

D

S S

H

Y D

S

S

SS

D

FL 1SL1

SL 2

FL 2

FL 3

FL 4

REO-2

REO-3HC

ARH

R-1

R-2

KEY MAP

P.Q.

ZONING

DISTRICT (TYP.)

LEGEND


FFE = 116.50

FBF = 106.40


FFE = 128.20

FBF = 118.10

D

S

GGENERAL NOTES:

EXISTING

FFF=129.03

NOTES:

1. Grantee, at Grantee’s cost, agrees to repave by milling two (2) inches of the

blacktop and replacing same with two (2) inches of asphalt surface course an

area of approximately thirty (30') feet on either side of the Sanitary Sewer

Easement where it crosses the driveway and the additional area near the

Sidewalk Easements as shown cross-hatched on the Plan attached hereto as

Exhibit A-1.

TOT LOT

LOCATION

4












PATIO AREA INSET

D

S

FL 2

ONE

WAY

D

FILE No. 3476-X

4A



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




ROUTE 206 CROSSWALK

BASIN ACCESS ROAD/DUMPSTER/SITE ACCESS DRIVE

SIDEWALK ADJACENT TO EGRESS

EASTERN DUMPSTER

BUILDING NUMBER 2BUILDING NUMBER 1

NOTES:

1. AS A CONDITION OF C.O. THE RAMPS WILL BE SURVEYED AND CERTIFIED BY

AN APPROPRIATELY LICENSED AND KNOWLEDGEABLE PROFESSIONAL TO BE

COMPLIANT WITH APPLICABLE STANDARDS.

ONE

WAY

D

D

S S

D

FL 1SL1

SL 2

FL 2

FL 3

FL 4



FILE No. 3476-X

LEGEND

F:\JOBFILE\0303M\_ENG\DWG\LANDSCAPE & LIGHTING PLAN.DWG

PARKING LANDSCAPE AREA SUMMARY(MONTGOMERY TOWNSHIP CODE SECTION 16-5.8.A.3):

LOT AREA SHADE TREE REQUIREMENT(MONTGOMERY TOWNSHIP CODE SECTION 16-5.6.D.3):

LANDSCAPE SCHEDULE:

GENERAL LANDSCAPING NOTES

GUYING FOR EVERGREENS TYPICAL PLANTING FOR TREES TO 3 1/2" CAL.

TYPICAL SHRUB BED PLANTING

5












PROPOSED APARTMENT

BUILDING No. 1

FFE = 116.50

FBF = 106.40


FFE = 128.20

FBF = 118.10

NOTE:

SITE TO BE INSPECTED BY CERTIFIED ARBORIST. ALLNORWAY MAPLE AND TREE OF HEAVEN TREES TO BETAGGED FOR REMOVAL. ROOTS OF TREE OF HEAVENTO BE REMOVED OR STUMPS TO BE PAINTED WITHSYSTEMIC HERBICIDE.

STEEL SNOW FENCE

SNOW FENCE

PLACED AT THE DRIP

LINE OF THE TREE TO

4' HIGH SNOW FENCE

BE PROTECTED.

POSTS 2' O.C.

NOTES:

1. TREE PROTECTION SHALL BE PROVIDED FOR ANY AND ALL TREES TO BE PRESERVED DURING

AND AFTER CONSTRUCTION.

2. 4' HIGH SNOW FENCE SHALL BE PLACED AT THE DRIP LINE OF THE TREE AND ENCIRCLE THE

ENTIRE TREE.

3. BOARDS SHALL NOT BE NAILED TO TREES DURING CONSTRUCTION.

4. ROOTS SHALL NOT BE CUT IN AN AREA INSIDE THE DRIP LINE OF THE TREE BRANCHES.

5. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE FLUSH WITH TRUNK OR MAIN LIMB

AND BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OF A LICENSED NURSERYMAN. ANY

PRUNING SHALL BE DONE IN CONFORMANCE WITH THE AMERICAN NATIONAL STANDARD FOR TREE

CARE OPERATIONS - TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD

PRACTICES (PRUNING) (ANSI A300 PART 1).

LANDSCAPE 20% of LOT AREA SUMMARY(MONTGOMERY TOWNSHIP CODE SECTION 16-4.14b.12b):

ONE

WAY

D

D

S S

D

FL 1SL1

SL 2

FL 2

FL 3

FL 4

A @ 20' A @ 20' A @ 20'A @ 20'A @ 20'A @ 20'

A @ 20' A @ 20' A @ 20' A @ 20' A @ 20' A @ 20'

B @ 20' B @ 20' B @ 20' B @ 20' B @ 20' B @ 20' B @ 20' B @ 20'

B @ 20'

B @ 20'

B @ 20'B @ 20'

DA @ 3.5'

DS @ 3.5'DS @ 3.5'

DS @ 3.5'DS @ 3.5'

C @ 20'

DA @ 3.5'DA @ 3.5'DA @ 3.5'

B @ 20'

DA @ 3.5'

DA @ 3.5'

W @ 8'

W @ 8'

W @ 8'W @ 8'W @ 8'

W @ 8'W @ 8'W @ 8'W @ 8'W @ 8'

W @ 8'W @ 8'W @ 8'W @ 8'W @ 8'W @ 8'

W @ 8'

W @ 8'

W @ 8'

FILE No. 3476-X

F:\JOBFILE\0303M\_ENG\DWG\LANDSCAPE & LIGHTING PLAN.DWG6












PROPOSED APARTMENT

BUILDING No. 1

FFE = 116.50

FBF = 106.40


FFE = 128.20

FBF = 118.10

NOTE:LIGHTING DESIGN BY:

Illuminations Inc1157 Phoenixville Pike - Suite 105,West Chester, PA 19380

LEGEND

ONE

WAY

D

D

S S

H Y D

S

S

SS

D

FL 1SL1

SL 2

FL 2

FL 3

FL 4

FIRE LANEFIRE LANE

FIRE LANE

FILE No. 3476-X




LEGEND

D

S

LIMIT OF DISTURBANCE (TYP.) (~ 227,704 S.F.)

TEMPORARY TOPSOILSTOCK PILE (TYP.)

25' X 60' STABILIZEDANTISKID CONSTRUCTION

ENTRANCE

SILT FENCE (TYP.)

INLET PROTECTION(TYP.)

INLET PROTECTION(TYP.)

7












TOT

LOT

EXISTING

BUILDING

TREE PROTECTIONFENCE (TYP.)

SHADED AREA (62,115 SF TOTAL)REPRESENTS AREA FOR SUBSOIL

COMPACTION REMEDIATION(SCARIFICATION/TILLAGE - 6"

MINIMUM DEPTH)

STORM DRAINAGE PROFILE FROM EXISTING L.I. TO PROPOSED CB-13

FILE No. 3476-X


8

NOTES:

1. STORM PIPES SHALL BE REINFORCED CONCRETE (RCP) UNLESS SPECIFICALLY NOTEDOTHERWISE.

2. ALL STORM DRAINAGE INLETS AT CURBED LOCATIONS SHALL BE TYPE "B" AND TYPE "E"IN LAWN AREA UNLESS SPECIFICALLY NOTED OTHERWISE.

3. CURB UNDERDRAINS AND/OR STORM SEWER PIPE BEDDING DRAINS SHALL BE INSTALLEDIF AND WHERE DEEMED NECESSARY BY THE TOWNSHIP ENGINEER AT THE TIME OFCONSTRUCTION.

4. ALL PROPOSED WATER MAINS SHALL BE MIN. 8" DIA CLASS 52 CEMENT-LINED D.I.P.UNLESS NOTED OTHERWISE.



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




STORM DRAINAGE PROFILE FROM

PROPOSED STORM MH-2 TO

OUTLET STRUCTURE

STORM DRAINAGE PROFILE FROM PROPOSED HW-1 TO PROPOSED CB-1

STORM DRAINAGE PROFILE FROM PROPOSED

STORM MH-1 TO PROPOSED CB-11


CB-8 TO PROPOSED CB-9







FILE No. 3476-X


9

NOTES:

1. ALL STORM DRAINAGE INLETS AT CURBED LOCATIONS SHALL BE TYPE "B" AND TYPE "E"IN LAWN AREA UNLESS SPECIFICALLY NOTED OTHERWISE.

2. CURB UNDERDRAINS AND/OR STORM SEWER PIPE BEDDING DRAINS SHALL BE INSTALLEDIF AND WHERE DEEMED NECESSARY BY THE TOWNSHIP ENGINEER AT THE TIME OFCONSTRUCTION.

3. ALL PROPOSED WATER MAINS SHALL BE MIN. 8" DIA CLASS 52 CEMENT-LINED D.I.P.UNLESS NOTED OTHERWISE.



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




SANITARY SEWER PROFILE FROM MH-1 TO EX. MH

EX. STORM SEWER TO BE RECONSTRUCTED

FILE No. 3476-X


10

SANITARY SEWER NOTES

1. SEE CONSTRUCTION DETAILS SHEET AND PROJECT SPECIFICATION IN ENGINEERSREPORT FOR ADDITIONAL INFORMATION.

2. ALL PROPOSED GRAVITY LATERALS SHALL BE 4 (FOUR) INCHES IN DIAMETER, WITHA MINIMUM SLOPE OF 2% (1/4 INCH PER FOOT).

3. CLEANOUTS FOR GRAVITY LATERALS SHALL BE INSTALLED BEHIND THE CURB OREDGE OF PAVEMENT WHERE NO CURB IS PROPOSED.

4. TEST PITS MUST BE PERFORMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, ATTHE CROSSINGS OF THE EXISTING WATER MAIN WITH THE PROPOSED SEWERLATERALS TO INSURE ADEQUATE CLEARANCE.

5. FOR GRAVITY SEWER LATERALS NO FIXTURES BELOW CENTERLINE GRADE OF THESTREET WILL BE PERMITTED.

6. CONNECTION OF THE NEW SANITARY LINE INTO THE EXISTING SANITARY MANHOLESHALL BE CORE-DRILLED.

7. PIPE DAMS SHALL BE INSTALLED A MAXIMUM OF 300 FEET APART, WITH AT LEASTONE PIPE DAM IN BETWEEN STRUCTURES.

8. DUCTILE IRON PIPE SHALL HAVE A HYDROGEN SULFIDE/ CORROSION RESISTANTINTERIOR LINING SUITABLE FOR SANITARY SEWER APPLICATIONS. STANDARDCEMENT LINED DUCTILE IRON PIPE WILL NOT BE PERMITTED.

9. AN APPROPRIATE TRANSITION COUPLING SHALL BE PROVIDED TO FACILITATECHANGE IN PIPE MATERIALS FROM D.I.P. TO PVC.

10. ALL PROPOSED SANITARY SEWER LATERAL RISERS (CLEANOUTS) IN R.O.W. SHALLBE PROTECTED WITH CAST IRON RISER COVER, SEE CONSTRUCTION DETAIL SHEETS.

11. ALL CONSTRUCTION SHALL COMPLY WITH A CURRENT RULES AND REGULATIONS OFTHE MONTGOMERY TOWNSHIP SEWAGE AUTHORITY.

12. ALL LOTS WITH BASEMENTS SHALL HAVE A LATERAL CHECK VALVE INSTALLEDUPSTREAM OF THE SANITARY SEWER CLEANOUT. SEE LATERAL CHECK VALVE DETAILON DETAILS SHEET.

13. SANITARY SEWER SHALL BE INSTALLED 10 FEET HORIZONTALLY AND 18 INCHESVERTICALLY AWAY FROM POTABLE WATER.

14. MONTGOMERY TOWNSHIP SEWAGE AUTHORITY IS NOT RESPONSIBLE FOR THEOWNERSHIP AND MAINTENANCE OF THE SEWER SYSTEM ON THE APPLICANT'SPROPERTY.



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




NOTE: ALL GAS AND ELECTRICITY SERVICE CROSSINGS SHOWN ARE ASSUMED TO BE 8"IN DIAMETER AND LOCATED 3' BELOW GRADE. ALL WATER SERVICE CROSSINGS SHOWNARE ASSUMED TO BE 8" IN DIAMETER AND LOCATED 4' BELOW GRADE. WHERE CONFLICTSEXIST, UTILITIES ARE TO BE REROUTED/REPLACED AS REQUIRED.

D

D

SL1

SL 2

PROPOSED APARTMENT

BUILDING No. 1

DETENTION BASIN AREA

FILE No. 3476-X

DETENTION BASIN PLAN & DETAILS


EMERGENCY SPILLWAY DETAIL

DETAIL OF ALUMINUM RUNG

INFILTRATION BASIN CONSTRUCTION NOTES:

OUTLET STRUCTURE GRADING DETAIL

HEADWALL DETAIL

11



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




OUTLET STRUCTURE ELEVATION VIEW

WATER QUALITY DETENTION BASIN DETAIL

·

·

·

·

·

·

·

·

·

·

·

NJDEP BMP MANUAL CONSTRUCTION NOTES:

OUTLET STRUCTURE SECTION "A-A"

OUTLET STRUCTURE PLAN VIEW

ORIFICE PLATE DETAIL

FILE No. 3476-X

F:\JOBFILE\0303M\_ENG\DWG\0303M (6-24-20).DWG12

4'-0"

12"

5'-0"

2'












TOT LOT PLAY EQUIPMENT DETAIL

TOT LOT BENCH

36"

12" Ø

STORM DRAINAGE, SANITARY SEWER& CONSTRUCTION DETAILS

STORM DRAINAGE MANHOLE DETAIL

ALUMINUM RUNG DETAIL

MANHOLE FRAME AND COVER DETAILPRECAST CONCRETE SANITARY SEWER DETAIL

STORM SEWER CONSTRUCTION NOTES

CONSTRUCTION NOTES

TYPE E INLET DETAIL

TYPE B INLET DETAIL

STORM SEWER TRENCH: DRIVEWAYSTORM SEWER TRENCH: OFF-ROAD

AND INSPECTION RISER DETAIL4" SANITARY SEWER GRAVITY LATERAL

ROOF LEADER CONNECTION DETAIL

DUMPSTER ENCLOSURE DETAIL

HDPE STORM DRAIN PIPETRENCH DETAIL FOR PVC OR

TOT LOT PLAY SPRING RIDER DETAILS

TOT LOT FRIENDLY TABLE DETAIL

TOT LOT SEE-SAW BOUNCER DETAILS

ENTRANCE SIGN DETAIL

FILE No. 3476-X


ISLAND WALKWAY OPENING

AT INTERSECTIONS

LOCATION OF CURB RAMP TYPES 1, 2, 3, 4 & 7

FOR CROSSING PARALLEL AND PERPENDICULAR

TO HIGHWAY

PUBLIC SIDEWALK CURB RAMP

DETECTABLE WARNING SURFACE

EXIST. GRADE

18"

MIN.

FIRE DEPARTMENT CONNECTION DETAIL

WATER SUPPLY CONSTRUCTION NOTES

TRENCH DETAIL FOR D.I.P.WATERMAIN TYPE II W/ BEDDING

PAVEMENT DETAIL

BELGIAN BLOCK

NOT TO SCALE

(TOWNSHIP SPECS.)

SEE PAVEMENT SPECS.

CLASS "B" CONC.

CURB TO BE

DEPRESSED WITH

1 1/2" LIP AT

DRIVEWAY

6

"

F

A

C

E

1.5"

MIN.

3"

4"

MIN.

5"

18" MIN.

10" MIN.

12" MIN

13

HANDICAP PARKING SIGN DETAIL

TRAFFIC CONTROL SIGNS

BREAKAWAY SIGN BASE

STOP SIGN DETAIL

SIGN DETAILHANDICAP VAN PARKING

FIRE DEPARTMENTCONNECTION SIGN

2' 2'

4'

CROSSWALK DETAIL

HANDICAP PARKING SPACE DETAIL

NOT TO SCALE

VARIES - APPROX

(1) 8" COURSE PER

6' VERT. HEIGHT

FIRM SUBGRADE

TOPSOIL

CORE FILL












DO NOT ENTER R5-1 SIGN DETAIL ONE WAY R6-2 SIGN DETAIL

STRIPPED AREA AT THE EXISTING UTILITY BUILDING

ARROW PAVEMENT MARKING DETAIL

ONE WAY PAVEMENT MARKING DETAIL

ONE

WAY

4" X4" WOOD

POST (TYP.)

2" X 6" RAIL (TYP.)

1" X 6" VERT.

BOARDS

MIN. 6" CONC. (TYP.)

AROUND POST

10'-0" MAX.

(USE INTERMEDIATE POST OVER 10')

12"

3'-0" MIN.

5'-0"

4" CLEAR

2'-0"

2'-0"

8"

CLASS "D" CONC.

300 PSI AT

28 DAYS

6'-0"

NOTE:

ALL MATERIAL TO BE PRESSURE

TREATED TIMBER WITH WOOD

PRESERVATIVE

STOCKADE FENCE DETAILGeogrid

CompacII Unit - Near Vertical Setback

Concrete Filled Tube orForm 8' o.c. Max.

Fence PlanDetail Fence Section & Plan Detail

KeystoneCompacUnit

Keystone 4"Cap Unit

A A

B

B

ADDITIONAL REAR ACCESS DETAIL

DIRECTIONAL SIGN #1 DETAIL

BUILDING #2

BUILDING #1LEASING

FILE No. 3476-X


14



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




SEDIMENT BASIN TEMPORARY RISER

” ”

” ”

” ”

ONE

WAY

D

S S

D

FIRE LANEFIRE LANE

FIRE LANE

ONE

WAY

D

S S

D


ONE

WAY

D

S S

D


FILE No. 3476-X


15



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




GARBAGE TRUCK TURNING TEMPLATE

FIRE TRUCK TURNING TEMPLATE

SU-30 TRUCK TURNING TEMPLATE

FILE No. 3476-L

F:\JOBFILE\0303M\_ENG\DWG\DEMOLITION PLAN.DWG

16



Water / Wastewater


Land Surveying



Bridge Design

Highway Design


With Offices In




PHONE (908) 359-8291 FAX (908) 359-1580




preliminary & final major site plan and final construction … … · file no. 3476-x reo-3 hc...

Documents