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SITE LOCATION
NORTHING: 730,084.05
EASTING: 402,525.85
LATITUDE: N 40° 50' 14.23"
LONGITUDE: W 74° 49' 25.80"
HC
R-12.5
APT
LM
APT
R-30
C
CC
APT - APARTMENTS
C - CONSERVATION
CC - COMMUNITY COMMERCIAL
HC - HIGHWAY COMMERCIAL
LM - LIMITED MANUFACTURING
R-12.5 - SINGLE-FAMILY RESIDENTIAL (12,500 S.F.)
R-30 - SINGLE-FAMILY RESIDENTIAL (30,000 S.F.)
R-12.5
R-12.5
300 MOUNTAIN AVENUE
BLOCK 129 LOT 16.01
TOWN OF HACKETTSTOWN
WARREN COUNTY NEW JERSEY
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTS
RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED
WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING
IS THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN
PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO
BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE
WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC.
JOB NO.:
SCALE:
DESIGNED:
CHECKED:
FILENAME:
DATE:
DRAWING NO.:
TITLE:
PROJECT:
NO. REVISION BY DATE
DATE JOHN E. HANSEN
PROFESSIONAL ENGINEER
N.J. P.E. NO. 24GE04194500
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829
PH. 908-238-0544 FAX. 908-238-9572
A PROFESSIONAL ASSOCIATION
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
0120309
AA
ADR
02/24/2021
4
NOTE:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES
OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OF PLANS
SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL
ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND EACH
DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."
02/24/2021
COVER SHEET
COVER.DWG
1
N.T.S.
GENERAL NOTES:
1. OWNER/APPLICANT:
MR. TOM SCHIANO
MAM ENTERPRISES
260 MOUNTAIN AVENUE
HACKETTSTOWN, NEW JERSEY 07840
2. BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED "SURVEY OF PROPERTY
LOT 16.01 BLOCK 129", PREPARED BY MORGAN ENGINEERING & SURVEYING, DATED APRIL 24, 2019.
3. TOPOGRAPHY FROM SURVEY BY E&LP, DATED 9/8/2020. DATUM IS NAVD '88.
4. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO REFERENCE SOURCES FOR BOUNDARY
AND TOPOGRAPHIC INFORMATION (NOTE # 2 ABOVE).
5. ALL ELEVATIONS GIVEN ARE ON USGS DATUM.
6. FOR ARCHITECTURAL FLOOR PLANS, ELEVATIONS, WALL MOUNTED SIGN DETAILS, AND ALL INTERIOR
BUILDING DETAILS, SEE PLAN BY DONNELLY ARCHITECTURE, HACKETTSTOWN, NJ, DATED 7/17/2020.
7. SEE ENGINEERING DETAIL SHEETS FOR ALL SITE DETAILS AND SUPPORTING NOTES.
8. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY APPROVAL.
THIS SET OF PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS
OF APPROVAL HAVE BEEN SATISFIED AND EACH DRAWING HAS BEEN MARKED "ISSUED FOR
CONSTRUCTION."
9. THE LOCATION, TYPE, LINE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES, ARE APPROXIMATE.
LOCATION OF SERVICE LATERALS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND AT HIS
OWN EXPENSE PRIOR TO THE START OF CONSTRUCTION.
CERTIFICATIONS / APPROVALS
MUNICIPALITY
THIS PLAN IS HEREBY APPROVED BY THE LAND USE BOARD OF THE TOWN
OF HACKETTSTOWN, WARREN COUNTY, NEW JERSEY
DATE BOARD CHAIRPERSON
DATE BOARD SECRETARY
DATE TOWN ENGINEER
I HEREBY CERTIFY THAT I AM THE PRESENT OWNER OF THE REFERENCED
PROPERTY AND THAT I CONSENT TO THE FILING OF THIS MINOR SITE
PLAN WITH THE LAND USE BOARD OF THE TOWN OF HACKETTSTOWN.
DATE OWNER SIGNATURE
BLOCK LOT NAME / ADDRESS
125 9 HACKETTSTOWN INTERSTATE, LLC
ATTN L MARTINS
210 ROUTE 4 EAST
PARAMUS, NJ 07652
125 9.01 LIONS GATE AT MUSCONETCONG RIVER, LLC
23 WEST SHORE TRAIL
SPARTA, NJ 07871
127 17.01 MAM ENTERPRISES, LLC
C/O MAMA'S CAFE
260 MOUNTAIN AVENUE
HACKETTSTOWN, NJ 07840
127 17.021 STEPHEN S. KO
PO BOX 397
MENDHAM, NJ 07945
127 17.022 STEPHEN T. DEEHAN, DMD PA
121 SHELLEY DRIVE, UNIT 1E
HACKETTSTOWN, NJ 07840
127 17.023 LEONG H. & LIAN H. TAN
PO BOX 7205
HACKETTSTOWN, NJ 07840
127 17.024 LEONG H. & LIAN H. TAN
PO BOX 7205
HACKETTSTOWN, NJ 07840
127 17.025 ALM HOLDINGS, LLC
8 BROOKSIDE LANE
MOUNT ARLINGTON, NJ 07856
127 17.026 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
127 17.027 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
127 17.028 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
BLOCK LOT NAME / ADDRESS
127 17.029 BODHI PROPERTIES, LLC
211 JOHNSONBURG ROAD
ANDOVER, NJ 07821
127 17.0210 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
127 17.0211 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
127 17.0212 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
127 17.0213 PHILIP KUSHNER ASSOCIATES
PO BOX 151
CEDAR KNOLLS, NJ 07927
128 15 HAROLD & BONNIE RUESCH
28 SHELLEY DRIVE
HACKETTSTOWN, NJ 07840
129 14 LUCAS ZIOBRO
74 LAWRENCE DRIVE
HACKETTSTOWN, NJ 07840
129 15 SUSAN M. LECHER
76 LAWRENCE DRIVE
HACKETTSTOWN, NJ 07840
129 16 JOSE & LILLIAN DE LEON
30 SHELLEY DRIVE
HACKETTSTOWN, NJ 07840
129 16.01 LTCW, LLC
260 MOUNTAIN AVENUE
HACKETTSTOWN, NJ 07840
129 17 PRIM ACRES
PO BOX 1498
COLUMBUS, OH 43216
129 17.01 SIC PROPERTY, LLC
5200 TOWN CENTER, SUITE 400
BOCA RATON, FL 33486
ADDITIONAL PARTIES TO BE NOTIFIED
HACKETTSTOWN MUNICIPAL UTILITY AUTHORITY
PO BOX 450
HURLEY DRIVE
HACKETTSTOWN, NJ 07840
GPU ENERGY
300 MADISON AVENUE
MORRISTOWN, NJ 07962
ELIZABETH GAS COMPANY
520 GREEN LANE
UNION, NJ 07083
COMCAST CABLEVISION
155 PORT MURRAY ROAD
PORT MURRAY, NJ 07865
VERIZON-NEW JERSEY, INC.
ATTN: MIKE DEDIO
900 CLINTON AVENUE, FLOOR 2
IRVINGTON, NJ 07111
CERTIFIED PROPERTY OWNERS
(WITHIN 200 FEET OF SUBJECT PROPERTY)
* NOTICE TO BE SERVED FROM CERTIFIED LIST OBTAINED FROM THE TOWN
USGS MAP - HACKETTSTOWN QUADRANGLE (2019)
SCALE: 1" = 2,000'
0
2,000 4,000
FEET
TAX MAP (SHEET 26) - BLOCK 129 LOT 16.01
SCALE: 1" = 300'
0 300 600
FEET
ZONING MAP - HIGHWAY COMMERCIAL (HC) DISTRICT
SCALE: 1" = 1,000'
0
1,000 2,000
FEET
NAD 83
N.J.S.P.C.S.
N.J.S
.P
.C
.S
.
NA
D 83
SITE
200' RADIUS
N.J.S
.P
.C
.S
.
NA
D 83
SITE
OUTSIDE AGENCY APPROVALS
1. WARREN COUNTY PLANNING BOARD
2. WARREN COUNTY SOIL CONSERVATION DISTRICT
3. NEW JERSEY DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ACCESS - LETTER OF NO INTEREST (LOI)
MINOR SITE PLAN
HACKETTSTOWN CAR WASH
BLOCK 129 LOT 16.01
TOWN OF HACKETTSTOWN, WARREN COUNTY, NEW JERSEY
PREPARED BY
ENGINEERING & LAND PLANNING ASSOCIATES, INC.
140 WEST MAIN STREET, HIGH BRIDGE, NEW JERSEY 08829
PLAN INDEX
SHEET NO. TITLE
1 COVER SHEET
2 SITE AND GRADING PLAN
3-4 CONSTRUCTION DETAILS
TOWN OF HACKETTSTOWN ZONING REQUIREMENTS
ITEM REQUIRED EXISTING PROPOSED
ZONING DISTRICT HC (HIGHWAY COMMERCIAL)
MIN. LOT AREA (S.F.) 15,000 SF 23,535 SF 23,535 SF
MIN. LOT FRONTAGE (FT) 100 FT
237.11 FT
237.11 FT
MIN. LOT WIDTH (FT) 100 FT 237.03 FT 237.03 FT
MIN. LOT DEPTH (FT)120 FT 237.22 FT 237.22 FT
BUILDING SETBACKS FOR PRINCIPAL STRUCTURE
FRONT YARD SETBACK (FT) 40 FT 44.10 FT 44.10 FT (I)
SIDE YARD SETBACK (FT)20 FT
24.11 FT 24.11 FT
REAR YARD SETBACK (FT) 25 FT
52.77 FT 52.77 FT
MAX. LOT COVERAGE (%) 70% 91.8% (ENC) 92.0% (V)
MAX. BUILDING HEIGHT (STORY)
2.5 STORIES 1 STORY 1 STORY
MAX. FLOOR AREA RATIO 0.25
0.17
0.17
(V) INDICATES THAT A VARIANCE IS REQUIRED
(ENC) INDICATES AN EXISTING NON-CONFORMING CONDITION
(I) MEASURED TO SHELLEY DRIVE RIGHT OF WAY.
SIGNAGE SCHEDULE (1)
MAX AREA
(SF)
EXISTING
(SF)
PROPOSED
(SF)
BUILDING MOUNTED
(FRONT)
25 (2)
0
19.7 (3)
BUILDING MOUNTED
(REAR)
25 (2)
0
6.7 (3)
(1) SIGN CALCULATIONS PER SECTION 407G, OF THE
TOWNSHIP LAND DEVELOPMENT CODE.
(2) SIGN NOT TO EXCEED 5% OF BUILDING FACADE (504SF).
(3) PROPOSED SIGNS TO BE BACKLIT. SEE ARCHITECTURAL
PLANS FOR ADDITIONAL DETAILS.
BLOCK 129
LOT 16.01
23,535 SQ.FT.
0.540 AC.
R=430.80'
L=27.67'
N84° 22' 54"E
209.46'
S00° 02' 55"W
98.31'
S83° 39' 30"W
237.34'
N00° 02' 55"E
100.43'
SHELLEY DRIVE
MO
UN
TA
IN
A
VE
NU
E
(N
.J.S
.H
. R
OU
TE
182)
W
W
WW
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
W
W
W
W
W
W
W
W
W
W
GG
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
GG
GG
LOT 17.01
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OHWOHW
OHWOHW
OHWOHW
OHWOHW
OHWOHW
OHWOHW OHW
OHW OHW OHW OHW OHW OHW OHW OHWOHW
OHWOHW
OHWOHW
OHWOHW
OHWOHW
OHWOHW
OHW OHWOHW OHW OHW OHW
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
PREMIER EXPRESS VAC
(TYP.)
26' O/C
SA
WC
UT
/ MA
TC
H E
XIS
T.
PROP. BITUMINOUS PAVEMENT
(4,048 SF)
1'
(TYP.)
PROP. CONC.
DRIVEWAY APRON
11' APRON W
IDTH
PROP. DEPRESSED
CURB
13
'
TR
AV
EL LA
NE
40' F
RO
NT
YA
RD
S
ET
BA
CK
SETBACK LINE (TYP.)
PROPERTY LINE (TYP.)
25.02'
51.0'
50.2
1'
44.1'
1 STORY
CAR WASH
FF: 506.63
13
'
TR
AV
EL LA
NE
16'
VA
CU
UM
LA
NE
4" SOLID WHITE LINE
11'
TR
AV
EL LA
NE
10
'
VA
CU
UM
LA
NE
4" SOLID WHITE LINE
4" SOLID WHITE LINE
SELF SERVE CAR WASH
CONTACTLESS PAY STATION
TYP.
24
" S
OL
ID
W
HIT
E L
ON
G-L
IF
E
TH
ER
MO
PLA
ST
IC
11.0
0'
(R7-8)
8'
8'
20'
PROP. VACUUM
BAY (SEE DETAIL)
5'
5
0
7
5
0
8
FS 509.40
FS 506.25
FS 506.05
FS 505.30
FS 505.30
ES 507.40
ES 506.65
PROPOSED BUILDING
MOUNTED SIGN (19.7 SF)
PROPOSED ADA
SIGN IN PIPE
BOLLARD
PROP.
ONE-WAY SIGN
EXIST. VACUUM ISLAND
TO BE REMOVED TYP.
PROPOSED BUILDING
MOUNTED SIGN (6.7 SF)
PROPOSED 10' GATE (TYP.)
CANOPY
GAS METER
BOLLARD (TYP.)
ST
OP
ST
OP
STOP SIGN &
DO NOT ENTER SIGN
11'
PROP. ONE-WAY
SIGN
TURF
PORTION OF CURB ON
LOT 16.01 TO BE REMOVED
SAWCUT / MATCH EXIST.
45.2'
PROP. CONC. CURB
4" SOLID WHITE LINE
MENU BOARD TYP.
9'
8.5
0'
3'
IG (12)
IV (2)
ARROW PAVEMENT
MARKING (TYP.)
40' FRONT
YARD SETBACK
20' SIDE
YARD SETBACK
25' R
EA
R
YA
RD
S
ET
BA
CK
EX. SIGN (STRUCTURE TO REMAIN,
SIGN PANEL TO BE REPLACED
300 MOUNTAIN AVENUE
BLOCK 129 LOT 16.01
TOWN OF HACKETTSTOWN
WARREN COUNTY NEW JERSEY
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTS
RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED
WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING
IS THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN
PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO
BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE
WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC.
JOB NO.:
SCALE:
DESIGNED:
CHECKED:
FILENAME:
DATE:
DRAWING NO.:
TITLE:
PROJECT:
NO. REVISION BY DATE
DATE JOHN E. HANSEN
PROFESSIONAL ENGINEER
N.J. P.E. NO. 24GE04194500
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829
PH. 908-238-0544 FAX. 908-238-9572
A PROFESSIONAL ASSOCIATION
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
0120309
AA
ADR
02/24/2021
4
NOTE:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES
OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OF PLANS
SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL
ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND EACH
DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."
02/24/2021
N
.J
.S
.P
.C
.S
.
N
A
D
8
3
5.3°
DE
ED
SITE.DWG
1" = 10'
2
Feet
0 20 40
REFERENCES:
1. THIS PLAN REFERENCES A SURVEY ENTITLED
"TOPOGRAPHIC SURVEY", BY ENGINEERING AND LAND
PLANNING ASSOCIATES, INC., DATED 09/08/20.
NOTES:
1. ALL CURBING TO BE 6" UNLESS OTHERWISE SPECIFIED.
2. PROPOSED PARKING TO COMPLY WITH ALL ADA
REQUIREMENTS.
3. WALL MOUNTED VENDING MACHINES ON NORTH FACE
OF BUILDING TO BE RELOCATED AS NECESSARY TO
ACCOMMODATE PROPOSED VACUUM STATIONS.
4. THE ENTIRE PARKING LOT IS TO BE REPAVED.
5. ALL SOLID WASTE & RECYCLABLES TO BE STORED
INSIDE BUILDING & REMOVED BY A PRIVATE HAULER.
6. ALL BUILDING MOUNTED LIGHTING TO REMAIN.
7. EXISTING SIGN PANEL IN FREE STANDING SIGN TO BE
REPLACED WITH NEW PANEL OF SAME DIMENSIONS. SEE
ARCHITECTURAL PLANS FOR ALL SIGN DETAILS.
SITE AND
GRADING PLAN
LEGEND
PROPERTY LINE
SETBACK LINE
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
SAWCUT LINE
PROPOSED STRIPING
EXISTING CONTOUR
PROPOSED CONTOUR
FINISHED FLOOR ELEVATION
EXISTING SURFACE GRADE
PROPOSED FINISHED SURFACE GRADE
###
ES ###.##
FS ###.##
###
FF: ###.##
ITEA VIRGINICA 'HENRY'S GARNET'
#5 / 5 GAL.
'HENRY'S GARNET' VIRGINIA SWEETSPIREIV
GEM BOX INKBERRY
IG
ILEX GLABRA 'SMNIGAB17' GEM BOX
#3 / 3 GAL.
AS SHOWN
AS SHOWN
QTY.COMMON NAME
BOTANICAL NAME SIZE SPACING
12
2
MATURE HEIGHT
3 FT.
4 FT.
LANDSCAPING SCHEDLE
SYMBOL
1. ALL PLANT MATERIALS SHALL BE OF NURSERY STOCK AND SHALL BE OF SYMMETRICAL GROWTH,
FREE OF INSECTS, PESTS AND DISEASE. THE OWNER OR HIS REPRESENTATIVE RESERVES THE
RIGHT TO INSPECT AND APPROVE ALL PLANT MATERIALS AND REJECT ANY PLANTS FOUND TO BE
UNACCEPTABLE.
2. COORDINATE ALL TREE LOCATIONS WITH SITE LIGHTING AND DRAINAGE STRUCTURES. ALL
PLANTINGS TO BE KEPT 8' AWAY FROM ANY DRAINAGE STRUCTURE.
3. DAMAGE TO EXISTING OR NEW WORK BY CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE.
4. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES AND NOTIFY
LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO THE SUBMISSION OF
BIDS.
5. REFER TO MECHANICAL AND SITE DRAWINGS FOR UTILITY INFORMATION. CONTRACTOR SHALL
VERIFY PLANT LIST QUANTITIES INDICATED ON PLANS AND NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES IN QUANTITIES PRIOR TO SUBMISSION OF BIDS.
6. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY WITH REGARDS TO THE CARTING,
STORING AND PLANTING OF MATERIALS TO PROTECT ADJACENT PAVEMENT AREAS.
7. PLANT MATERIALS SHALL BE MAINTAINED BEFORE, DURING AND AFTER IN THE BEST
HORTICULTURAL CONDITION. CONTRACTOR SHALL PRUNE ALL DEAD OR DISEASED LIMBS,
BRANCHES AND CANES FROM EXISTING DECIDUOUS AND CONIFEROUS TREES. METHODS SHALL
REFLECT BEST HORTICULTURAL PRACTICES AS OUTLINED IN THE AMERICAN NURSERYMEN
ASSOCIATION CERTIFICATION AND STANDARDS LATEST EDITION.
8. THE CONTRACTOR SHALL ENSURE THAT ALL PLANT MATERIALS SHALL ARRIVE AT THE SITE WITH
ROOT BALL AND BURLAP INTACT.
9. THE CONTRACTOR SHALL PRUNE ALL NEW MATERIAL REMOVING APPROXIMATELY ONE-THIRD OF
THE GROWTH AND REMOVE ALL DEAD AND BROKEN CANES AND BRANCHES. GRADE NEW PLANTING
AREAS TO MAINTAIN THE EXISTING DRAINAGE PATTERN.
10. ALL TOPSOIL SHALL BE PER PADEP REQUIREMENTS. SEE NOTES ON E&S PLAN.
11. THE CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS PER THE PLANTING DETAILS.
12. THE CONTRACTOR SHALL REPLACE ANY PLANT MATERIALS WITHIN ONE GROWING SEASON FOR
PLANT MATERIALS THAT ARE NO LONGER VIABLE
13. ALL PLANT HOLES SHALL BE BACKFILLED WITH A MIXTURE OF 3 PARTS TOPSOIL TO 1 PART
PEATMOSS UNLESS SPECIFIED ON PLAN ALL PLANTING BEDS TO BE MULCHED WITH 4 INCHES CLEAN
FRESH SHREADED HARDWOOD BARK, FREE OF STICKS, LEAVES AND OTHER FOREIGN MATERIALS.
14. ALL PLANT MATERIAL SHALL CONFORM TO THE HORTICULTURAL STANDARDS AS SET FORTH BY THE
AMERICAN NURSERYMEN AND LANDSCAPING ASSOCIATION (ANLA 2000). CONTRACTOR SHALL
REMOVE ALL NON-BIODEGRADABLE ROOT WRAPPING PRIOR TO PLANTING.
15. TOPSOIL AND SEED ALL DISTURBED AREAS AS A RESULT OF ANY AND ALL CONSTRUCTION OR
AREAS OF EQUIPMENT STORAGE EQUIPMENT. CONTRACTOR SHALL FIELD VERIFY AREAS OF
SEEDING. PROVIDE TOPSOIL TO 6" DEPTH IN ALL LAWN AREA AND 20" DEPTH IN SHRUB BEDS AND
GARDEN.
16. ALL REMAINING DISTURBED AREAS SHALL BE SEEDED UNLESS NOTED OTHERWISE. SEE SEEDING
PREPARATION NOTES. ALL LAWN AREAS TO BE FERTILIZED PRIOR TO FINAL SEEDING WITH A 10-6-4
FERTILIZER AT THE RATE OF 20 LBS/1000 SF. IN TWO APPLICATIONS.
LANDSCAPING NOTES
NTS
METHOD OF DEPRESSING CURB AT DRIVEWAYS
11
18" MAX. 18" MAX.SEE PLAN
TOP OF CURB
PAVEMENT SURFACE
12"
6"
18"
16"
2" 1
1
2
"
4"
B
B
9"
PAVEMENT SURFACE
SECTION B-B
16"
2"
18"
NTS
DRIVEWAY CONCRETE APRON DETAIL
10
WIDTH AS
INDICATED ON PLAN
SECTION A-A
DEPRESSED CURB RAMP
2'-0" CURB TRANSITION
EXISTING CONCRETE CURB (TO BE REMOVED)
CONSTRUCT DEPRESSED CONCRETE CURB
(18" DEPTH)
PROPOSED RESURFACING
PROPOSED CONCRETE APRON, 6" THICKNESS
LEVEL LINE
A
A
6" THICK
CONC. APRON
EXISTING CONCRETE CURB
ROADWAY
1
1
2
"
CURB REVEAL
MATCH
EXISTING
WIDTH
NOTES:
1. ALL CONCRETE TO BE 4,500 PSI (MIN.)
2. ALL MATERIAL, REPAIR STRIPS, AND EXCAVATION FOR DRIVEWAY
CONSTRUCTION TO BE INCLUDED IN THE BID PRICE FOR HMA
DRIVEWAY, CONCRETE DRIVEWAY, OR CONCRETE VERTICAL CURB.
3. USE HOT MIX ASPHALT (HMA) SURFACE COURSE FOR BITUMINOUS
PAVEMENT OVERLAY.
4. WHERE SIDEWALK CROSSES DRIVEWAY PROVIDE A 2.00% MAXIMUM
SIDEWALK CROSS SLOPE WITHIN DRIVEWAY AREA.
FULL DEPTH SAWCUT
MEET EXISTING
R7-8
R7-8A
R7-8P
SET SIGN IN PIPE BOLLARD
NTS
HANDICAP PARKING SIGN DETAIL
2
8' MIN. 8'
NOTES:
1. SEE PLAN FOR PARKING SPACE DIMENSIONS
AND LOCATION.
2. HANDICAP PARKING SYMBOL AND STRIPPING
COLOR PER LOCAL REQUIREMENTS.
20'
HANDICAP
PARKING SIGN
4" STRIPPING
5' C/C
NTS
HANDICAP PARKING STALL
3
SUBGRADE COMPACT TO 95%
MODIFIED PROCTOR DENSITY
4" OF DENSE GRADED AGGREGATE COMPACT
TO 95% MODIFIED PROCTOR DENSITY
3" BIT. STAB. BASE
1.5" FABC - I-5
NTS
PAVING DETAIL
6
5'
12.80
5"
MIN.
1"
3,000 PSI CONC.
@ 28 DAYS
24"
HEAVY DUTY FLANGED CHANNEL SIGN POST
WITH BREAKAWAY SYSTEM, 2 LBS/FT MIN.
AND IN ACCORDANCE WITH NJDOT
STANDARD SPECIFICATIONS.
7'
MIN.
NTS
SIGNS AND SIGN POST DETAIL
9
ONE WAY
R6-1L
R1-1
R5-1
NOT TO SCALE
NTS
MENU BOARD DETAIL
5
75
3
4
"
26
3
4
"
40"
31"
22
1
2
"
NOTE: ALL SOD SHALL BE STRIPPED A MIN. OF 1 FOOT
FROM THE EDGE OF THE SHRUB BALL AND THE AREA
COVERED WITH MULCH.
SPACING AS INDICATED
ON PLAN
EQUALS TWICE
BALL DIAMETER
6" FOR PLANTS UP TO 4' IN
HEIGHT. MIN 8" FOR PLANTS
OVER 4' IN HEIGHT.
6" MIN.
NTS
SHRUB PLANTING DETAIL
8
3'-0" 3'-0"
2'-0"
3"
3"
3'-6"
1'-6"
CO
OR
D W
/ S
IT
E C
IV
IL
8" DIA STD PIPE BOLLARD
FILLED W/ CONCRETE
COORD PAINT
REQUIREMENTS W/ ARCH
COAT PIPES W/ CARBOLINE
BITUMASTIC 300 M COAL
TAR EPOXY OR APPROVED
EQAL BELOW GRADE
6" SIDEWALK CONCRETE
SLAB W/ WWR SEE SITE
PLAN
4" MIN. ENCASEMENT
AROUND BOLLARD
8"
1
2
" X 10" X 10"
PLATE
#5 @ 12" OC EA WAY
TOP AND BOTTOM
NTS
BOLLARD DETAIL
7
NOTES:
1. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN CURB
20'-0" APART & SHALL BE FILLED WITH PREFORMED
BITUMINOUS- IMPREGNATED FIBER JOINT FILLER,
COMPLYING WITH THE REQUIREMENTS OF ASTM D 1751-83,
RECESSED 1/4" IN FROM THE FRONT FACE AND TOP OF CURB.
2. CONTRACTION JOINTS SHALL BE PROVIDED EVERY 10 FEET.
9"
18"
6"
6"
1/2" RADIUS
1 1/4" RADIUS
NTS
CONCRETE CURB DETAIL
4
NTS
PAY STATION DETAIL
1
300 MOUNTAIN AVENUE
BLOCK 129 LOT 16.01
TOWN OF HACKETTSTOWN
WARREN COUNTY NEW JERSEY
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTS
RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED
WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING
IS THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN
PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO
BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE
WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC.
JOB NO.:
SCALE:
DESIGNED:
CHECKED:
FILENAME:
DATE:
DRAWING NO.:
TITLE:
PROJECT:
NO. REVISION BY DATE
DATE JOHN E. HANSEN
PROFESSIONAL ENGINEER
N.J. P.E. NO. 24GE04194500
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829
PH. 908-238-0544 FAX. 908-238-9572
A PROFESSIONAL ASSOCIATION
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
0120309
AA
ADR
02/24/2021
4
NOTE:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES
OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OF PLANS
SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL
ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND EACH
DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."
02/24/2021
CONSTRUCTION DETAILS
DETAILS.DWG
N.T.S.
3
NTS
PAY STATION/GATE ISLAND DETAIL
5
NTS
CONCRETE FOUNDATION DETAIL
6
NTS
MAGNETIC PRO GATE DETAIL
4NTS
VACUUM DETAIL (SIDE VIEW)
2
NTS
ISOMETRIC VIEW
3
NTS
VACUUM DETAIL (TOP PLAN VIEW)
1
9'
2'
10'
3.5'
4.5'3.5' 8.5'
12"
18' MIN.
2'
10'
3.5'
18' MIN.
3" DIA. CONCRETE
FILLED BOLLARD (TYP.)
R 1.00'R 2.25'
36.5"
34.5"
10'
36"
26.5"
MIN. 2'
MIN. 2'
300 MOUNTAIN AVENUE
BLOCK 129 LOT 16.01
TOWN OF HACKETTSTOWN
WARREN COUNTY NEW JERSEY
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTS
RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED
WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING
IS THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN
PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO
BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE
WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC.
JOB NO.:
SCALE:
DESIGNED:
CHECKED:
FILENAME:
DATE:
DRAWING NO.:
TITLE:
PROJECT:
NO. REVISION BY DATE
DATE JOHN E. HANSEN
PROFESSIONAL ENGINEER
N.J. P.E. NO. 24GE04194500
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829
PH. 908-238-0544 FAX. 908-238-9572
A PROFESSIONAL ASSOCIATION
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
0120309
AA
ADR
02/24/2021
4
NOTE:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES
OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OF PLANS
SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL
ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND EACH
DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."
02/24/2021
CONSTRUCTION DETAILS
DETAILS.DWG
N.T.S.
4
