construction plans for maplecrest skate park

Transcription

CONSTRUCTION PLANS
FOR
MAPLECREST SKATE PARK
IMPROVEMENTS
PROJECT LOCATION
SUSSEX
PASSAIC
BERGEN
WARREN
MORRIS
ESSEX
HUDSON
UNION
HUNTERDON
SOMERSET
TOWNSHIP OF MAPLEWOOD
ESSEX COUNTY, NEW JERSEY
MIDDLESEX
MERCER
MONMOUTH
BURLINGTON
GLOUCESTER
OCEAN
CAMDEN
SALEM
ATLANTIC
INDEX OF DRAWINGS
CUMBERLAND
CAPE MAY
SHEET
TITLE
REVISION
1
COVER SHEET
-
2
LEGEND, GENERAL NOTES & QUANTITIES
-
3
EXISTING CONDITIONS & DEMOLITION PLAN
-
4
SITE LAYOUT PLAN
-
5
SITE GRADING & DRAINAGE PLAN
-
6
FOUNDATION LAYOUT & GRADING PLAN
-
7
CONSTRUCTION DETAILS
-
8
SOIL EROSION & SEDIMENT CONTROL PLAN
-
9
SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
-
STATE OF NEW JERSEY
PROJECT LOCATION
UTILITIES
PSE&G
PSE&G
VERIZON NEW JERSEY
NEW JERSEY AMERICAN WATER
SOURCE: GOOGLE MAPS 2014
CONSTRUCTION PLANS
FOR
MAPLECREST SKATE PARK
IMPROVEMENTS
KEY MAP
1500
0
1500
3000
4500
SCALE: 1"= 1500'
COVER SHEET
NOTE:
PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE ALL UTILITIES
MARKED OUT BY THE APPROPRIATE UTILITY COMPANIES -> 1-800-272-1000
JOSEPH D. PERELLO, L.L.A.
DAREN J. PHIL, P.E.
NEW JERSEY LICENSED LANDSCAPE ARCHITECT
LICENSE NO. AS00666
NEW JERSEY PROFESSIONAL ENGINEER
LICENSE NO. 24GE03619100
1-xx-2015
DATE:
1-xx-2015
- Civil Engineers - Municipal Engineers - Landscape Architects - Planners - Environmentalists - Land Surveyors 100 Valley Rd., Suite 202 , Mt. Arlington, N.J. 07856 973.398.1776
1704 Maxwell Dr., Suite 304 , Wall, N.J. 07719 732.282.1776
www.suburbanconsulting.com
CERTIFICATE OF AUTHORIZATION NO.: 24GA28037500
DATE:
PROJECT NUMBER: SCE-7733
SHEET 1 OF 9
REVISIONS:
REVISION
-
LEGEND
GENERAL NOTES:
EXISTING
PROPOSED
W
W
WATER MAIN (SIZES)
G
G
T U/G
T
GAS MAIN (SIZES)
UNDERGROUND FIBER OPTIC
T O/H
T O/H
E
E
O/H E
O/H E
EXIST.
DOT BOX
PROP.
1.
ALL LOCATIONS AND ELEVATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL
INFORMATION AND REPORT ALL DISCREPANCIES AT THE TIME OF BID.
2.
THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, MATERIALS, LABOR, INSURANCE,
AND ALL ELSE NECESSARY FOR THE WORK AND/OR INCIDENTAL THERETO.
3.
ADEQUATE WARNING SIGNS AND BARRICADES SHALL BE PLACED AROUND ALL EXCAVATIONS.
FLASHING LIGHTS OR OTHER ILLUMINATION DEVICES SHALL BE EMPLOYED TO WARN MOTORISTS
AND PEDESTRIANS AFTER DARK. ALL TRAFFIC CONTROL MEASURES SHALL MEET THE
REQUIREMENTS OF THE N.J.D.O.T. REGULATIONS AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" CURRENT EDITION.
4.
ALL EXISTING SIGNS SHALL BE REMOVED STORED AND RESET EACH DAY DURING CONSTRUCTION.
DAMAGE TO SIGNS BY CONTRACTOR SHALL REQUIRE REPLACEMENT WITH NEW SIGNS AT HIS OWN
EXPENSE.
5.
WHENEVER THE DRAWINGS INDICATE TO MEET EXISTING CONDITIONS, THE CONTRACTOR SHALL
PROVIDE FOR A SMOOTH AND CONTINUOUS TRANSITION FROM PROPOSED TO EXISTING GRADES TO
THE ACCEPTANCE OF THE ENGINEER.
6.
THE PROPOSED ELEVATIONS SHOWN IN THE PLANS SHALL BE SUBJECT TO CHANGE AS DIRECTED BY
THE ENGINEER TO MEET THE EXISTING CONDITIONS.
7.
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
8.
WORK MAY BE PERFORMED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 7:00 AM AND 5:00
PM. NO WORK SHALL OCCUR ON SATURDAYS, SUNDAYS AND HOLIDAYS UNLESS APPROVED BY THE
OWNER & THE ENGINEER/LANDSCAPE ARCHITECT. THE COST FOR INSPECTION SERVICES BY THE
ENGINEER BEYOND NORMAL WORK DAYS AND HOURS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
9.
THE EXISTENCE OF UNDERGROUND UTILITIES ARE KNOWN IN THE PROJECT AREA. THE CONTRACTOR
SHALL NOT PROCEED WITH ANY EXCAVATION UNTIL HE HAS CONTACTED EACH OF THE UTILITY
COMPANIES, MUNICIPAL AUTHORITIES, AND THE OWNER TO DETERMINE THE EXACT LOCATION OF ALL
UTILITIES. THIS SHALL INCLUDE THE "MARKING OUT" OF PHYSICAL LOCATION OF EACH UTILITY.
OVERHEAD TELEPHONE WIRE
UNDERGROUND
ELECTRICAL CONDUIT
OVERHEAD
DOT BOX
ELECTRICAL CONDUIT, HIGHWAY
E
STORM DRAINS
SANITARY SEWERS
FMS
FMS
FMS
FORCE MAINS
FMS
PAVEMENT
SHOULDERS
SLOPES
(F) (C)
(F) (C)
WETLAND BUFFER
CENTER LINE OR BASELINE
10+00
10+00
//
NO ACCESS
//
TWP., CITY, COUNTY LINES
PROPERTY LINES
CURB LINES
X
X
X
X
X
FENCES (MTL.)
X
FENCES (WD.)
GUIDE RAIL (STL.)
13. THIS PLAN DOES NOT CERTIFY TO THE LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ANY
UNDERGROUND FEATURE OR STRUCTURE WHICH HAS NOT BEEN EXPOSED FOR DIRECT
MEASUREMENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM TEST PITS AS REQUIRED
AT NO ADDITIONAL COST TO THE OWNER PRIOR TO CONSTRUCTION ACTIVITIES TO VERIFY LOCATIONS
OF UTILITIES. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
GUIDE RAIL (WD.)
RETAINING WALL (ROCK)
EXIST.
RESET
RECONSTRUCT
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIAL IN
ACCORDANCE WITH GOVERNING REGULATIONS AND THE PROJECT SPECIFICATIONS.
PROP.
15. ALL QUANTITIES DEPICTED ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY
ALL QUANTITIES AND BRING DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BID
PROPOSAL SUBMISSION. FORMAL CHANGE ORDERS SHALL BE APPROVED PRIOR TO ANY ITEM
INCREASE. WORK PERFORMED PRIOR TO A CHANGE ORDER WILL NOT BE THE RESPONSIBILITY OF
THE OWNER.
"A" INLETS
"B" INLETS
"E" INLETS
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE ACCESS TO ALL PARK
FACILITIES, WALKS AND BUILDINGS AND PROVIDE ADEQUATE MEASURES TO PREVENT
NON-AUTHORIZED PERSONNEL FROM ACCESSING THE SITE DURING CONSTRUCTION. SHOULD WORK
HOURS OUTSIDE OF THE DESIGNATED HOURS BE APPROVED BY THE ENGINEER, THE CONTRACTOR
SHALL PROVIDE SECURITY FOR ALL EMPLOYEES AND INSPECTORS.
MANHOLES
NEW MANHOLE CASTING SQUARE FRAME, CIRCULAR
COVER
CAST IRON EXTENSION
RING FOR EXIST.
MANHOLES
CAST IRON EXTENSION
FRAME FOR EXIST. INLETS
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY DURING THE CONSTRUCTION
SEQUENCE. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCE PRIOR TO ANY
EXCAVATION AND SHALL MAINTAIN CONTINUOUSLY UNTIL GRADING OPERATIONS ARE COMPLETE.
SOIL BORING LOCATIONS
18. THE CONTRACTOR SHALL VERIFY THAT ALL PEDESTRIAN ACCESS IS IN COMPLIANCE WITH ALL
AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS AND NOTIFY THE ENGINEER WITH ANY
DISCREPANCIES PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS .
RADIAL PINS
MONUMENTS
19. NO MATERIAL OR EQUIPMENT IS TO BE STORED ON ANY AREA THAT HAS NOT BEEN ESTABLISHED AS
A DESIGNATED STAGING AREA. ALL EXCAVATIONS SHALL BE PROTECTED AT THE END OF EACH
WORK DAY. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. STAGING AREAS SHALL BE
RESTORED TO PRE-CONSTRUCTION CONDITIONS BY THE CONTRACTOR.
IRON PIPE/PIN
BLDG. TO BE DEMOLISHED
PROP. BLDG.
BLDG. TO BE REMOVED AND
PAID FOR UNDER CLEARING SITE
20. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL LOCAL BUILDING PERMITS. THE OWNER
WILL OBTAIN ALL ZONING AND LAND DISTURBANCE PERMITS, IF DEEMED NECESSARY.
21. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE HEALTH AND SAFETY OF THEIR OWN EMPLOYEES,
ALL THEIR SUBCONTRACTORS, AND ALL OTHER PERSONNEL ON-SITE DURING WORK ACTIVITIES
UNDER THIS CONTRACT. 34. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL APPROPRIATE
SAFETY DEVICES AND TRAINING TO ALL WORKERS IN ORDER TO MAINTAIN SAFE CONDITIONS ON THE
PROJECT SITE.
PROFILE
+%
BM
A
MILLING
LEVEL LINE
BENCHMARK LOCATIONS
-%
22. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPAIR OF
SOIL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PERMIT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES OR
REMEDIATION REQUIRED DUE TO EROSION OR DOWNSTREAM SEDIMENT DEPOSITION.
TEST PIT / SOIL BORING
W.V.
W.V.
WATER VALVE
WATER GATE VALVE
G.V.
G.V.
23. ALL CONSTRUCTION EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REGULATION
GUIDELINES.
GAS VALVE
24. THE CONTRACTOR SHALL MAKE NO PERMANENT MARKINGS OUTSIDE OF THE WORK AREA. IF
MARKINGS OUTSIDE THE WORK AREA ARE REQUIRED FOR ANY REASON, THEY SHALL BE
NON-PERMANENT IN NATURE (REMOVABLE STAKES, ETC.). IF ANY PERMANENT MARKINGS ARE MADE
OUTSIDE OF THE WORK AREA, THEY SHALL BE REPAIRED IN ACCORDANCE WITH THE ENGINEER'S
REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.
HYDRANT
POLE NO.
EXIST.
RELOCATED
UTILITY POLES
PROPOSED
SIGNS
25. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON
SHALL BE IN ACCORDANCE WITH:
DECIDUOUS TREES
-CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND
REQUIREMENTS.
-CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY AND OWNER SPECIFICATIONS,
STANDARDS AND REQUIREMENTS.
CONIFEROUS TREES
26. THE CONTRACTOR IS REQUIRED TO PROTECT THE EXISTING FACILITIES AND UTILITIES DESIGNATED
TO REMAIN. PHOTOGRAPHIC EVIDENCE OF THE EXISTING CONDITIONS OF THE ENTIRE SITE MUST BE
PERFORMED AND PROVIDED TO THE OWNER PRIOR TO THE INSTALLATION OF IMPROVEMENTS. THE
CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGED AREAS SO THAT THEY MATCH IN
ELEVATION, COLOR, AND TEXTURE. CONTRACTOR TO RESTORE ANY UTILITIES DISTURBED BY
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
FLOWERING TREES
BUSHES/TREELINE
27. THE CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD OR
SOIL CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON.
LIGHTS
R.C. END SECTION
HEADWALL
NOTICE
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS
AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE
WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED.
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
LANDSCAPE ARCHITECT LIC. NO. AS00666
LOT 301, BLOCK 31.34
CHECKED BY:
THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED,
DISTRIBUTED, OR RELIED UPON FOR ANY OTHER PURPOSE
WITHOUT THE WRITTEN CONSENT OF
- Civil Engineers - Municipal Engineers - Landscape Architects - Planners - Environmentalists - Land Surveyors -
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
100 Valley Rd., Suite 202 , Mt. Arlington, N.J. 07856 973.398.1776 - suburbanconsulting.com
LEGEND, GENERAL NOTES, AND QUANTITIES
PROJECT NUMBER:
SCE-7733
SCALE:
AS NOTED
SHEET 2 OF 9
REVISION
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
EXISTING SHUFFLEBOARD COURTS
TO REMAIN
TO REMAIN
12" TWIN TREE
TO REMAIN
18" PINE TREE
TO REMAIN
TO REMAIN
EXISTING CONCRETE CURB
PORTIONS TO BE REMOVED
TO REMAIN
TO REMAIN
TO BE REMOVED
AND REINSTALLED
EXISTING ASPHALT PAVEMENT
TO BE REMOVED
TO REMAIN
EXISTING ASPHALT PAVEMENT (TYP.)
TO REMAIN
EXISTING ASPHALT PAVEMENT
TO BE REMOVED
TO REMAIN
TO BE REMOVED
AND REINSTALLED
EXISTING ASPHALT SIDEWALK
TO BE REMOVED
EXISTING TRASH RECEPTACLE
TO REMAIN
EXISTING ASPHALT SIDEWALK
TO BE REMOVED
SAWCUT EXISTING ASPHALT
EDGE FOR REMOVAL
TO REMAIN
18" PINE TREE
TO REMAIN
TO REMAIN
SAWCUT EXISTING ASPHALT
EDGE FOR REMOVAL
NOTES:
TO REMAIN
1.
2.
SUBJECT PROPERTY IS KNOWN AS LOT 301, BLOCK 31.34 AS SHOWN ON
SHEET 23 ON THE TAX MAP OF THE TOWNSHIP OF MAPLEWOOD, ESSEX
COUNTY, NEW JERSEY.
TO REMAIN
THIS MAP AND SURVEY WERE PREPARED FROM INFORMATION FOUND
ON THE GROUND. CONDITIONS DEPICTED HEREON PER ACTUAL FIELD
INSTRUMENT SURVEY PERFORMED OCTOBER 14, 2014.
TO REMAIN
12" PINE TREE
3.
LOCATION OF UNDERGROUND UTILITIES, IF DEPICTED, ARE
APPROXIMATE. ALL LOCATIONS AND SIZES ARE BASED ON UTILITY
MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND
ACCESSIBLE AT THE TIME OF THE SURVEY. THE LACK OF UTILITY
INFORMATION DOES NOT DENY THE EXISTENCE OF
SAMETREE
AND
15" CEDAR
TO
REMAIN
SUBURBAN CONSULTING ENGINEERS, INC. DOES NOT GUARANTEE THE
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN
SERVICE OR ABANDONED. REFERENCE TO THE APPROPRIATE UTILITY
AUTHORITY SHOULD BE MADE TO VERIFY THE PRESENCE OR ABSENCE
OF UTILITIES.
4.
HORIZONTAL DATUM BASED ON NAD-83, PER GPS SATELLITE
OBSERVATION.
5.
VERTICAL DATUM IS BASED ON NAVD-88, PER GPS SATELLITE
OBSERVATION.
TO REMAIN
TO REMAIN
TO REMAIN
TO REMAIN
EXISTING PARKING LOT
TO REMAIN
10
0
10
20
30
SCALE: 1" =10'
DRAWN BY:
NOTICE
DATE:
DAREN J. PHIL, P.E.
NEW JERSEY PROFESSIONAL
LAND SURVEYOR LIC. NO. 24GS03585400
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
EXISTING CONDITIONS AND DEMOLITION PLAN
PROJECT NUMBER:
SCE-7733
SCALE:
1" = 10'
SHEET 3 OF 9
REVISION
9'
15
.6
9.
14
'
1B
2
1A
18" PINE TREE
REINSTALL SALVAGED SIGN
"SKATING RULES AND
REGULATIONS" WITH NEW POST
12" TWIN TREE
R1.83'
R1.83'
PROPOSED 39 SY TOPSOILING, FERTILIZING, SEEDING, AND MULCHING (BASE BID)
PROPOSED SYNTHETIC TURF ISLAND IN LIEU OF TOPSOILING, FERTILIZING SEEDING, AND MULCHING (ALTERNATE BID)
60
14
5'
R3.66
PROPOSED 38 CY DGA BASE LAYER, 4" THICK
55
.4
3'
3A
.4
03
'
10
.1
4
13
18
.6
1'
4.
4'
R5.49'
10
12
3B
R7.77'
11B
PROPOSED SCORE JOINT (TYP.)
9
R6.76'
8
R3.2'
5
'
19.36
R5.69'
7
11A
R33.06'
'
.33
14
R23.59'
6
1C
PROPOSED 1,285 SY TOPSOIL, FERTILIZING,
SEEDING, AND MULCHING (TYP.)
'
66.81
PROPOSED SKATE FEATURES
(SEE COMPONENT LIST)
R5.74'
PROPOSED 4,025 SF REINFORCED CONCRETE SIDEWALK, 4" THICK
PROPOSED 3 CY SIZE #10 STONE LEVELING COURSE
REINSTALL SALVAGED SIGN
"SKATING RULES AND
REGULATIONS" WITH NEW POST
PROPOSED 1 CY DGA BASE LAYER, 4" THICK
18" PINE TREE
LEGEND
2
30" PINE TREE
SKATE PARK COMPONENT CALLOUT
NOTES:
1.
2.
RAMP COMPONENTS #1A, #1B, & #1C TO RECEIVE POOL COPING.
ALL OTHER COMPONENTS TO RECEIVE S.S. EDGE PROTECTION.
NOTES:
1.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY DURING
CONSTRUCTION. TEMPORARY CONSTRUCTION FENCE AND GATES
SHALL BE INSTALLED PRIOR TO POURING OF CONCRETE WORK.
CONTRACTOR SHALL SECURE GATES AT THE END OF EACH WORK DAY
DURING CONSTRUCTION SEQUENCE.
2.
SCORING PATTERN TO BE FURNISHED BY CONTRACTOR PRIOR TO
CONCRETE POUR. ALTERNATE SCORE JOINTS AND CONTROL JOINTS.
CONTROL JOINTS 12' O.C. MAX.
3.
SKATE PARK COMPONENTS WILL BE INSTALLED BY OTHERS DURING
PROJECT CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
OWNER FOR SITE STORAGE (IF NEEDED) AND SCHEDULING OF
INSTALLATION. (SEE FOUNDATION LOCATION PLAN FOR ADDITIONAL
INFORMATION).
4.
ALL SITE AMENITIES SHALL BE ANCHORED TO CONCRETE SIDEWALK OR
PAD WITH STAINLESS STEEL TAMPER RESISTANT HARDWARE.
COMPONENT
12" PINE LIST
TREE - ALL DIMS ARE NOMINAL
REF#
DESCRIPTION
CODE
QTY
1
7'R FLOATING RAMP 8'-1"L x 15'-8"W x 4'H
3
2
35 BANK 9'-6"L x 15'-8"W x 4'H
1
3
FLOATING
BANK
15" CEDAR
TREELAUNCH 6'-1"L x 5'W x 1'-6"H
2
4
PARK BENCH 8'L x 1'-8"W x 1'-5"H
1
5
LA HIGHWALL 15'-3"L x 3'-8"W x 2'-8"H
1
6
MANUAL PAD 15'L x 3'-9"W x 1'H
1
7
20 BANK 8'-8"L x 13'-9"W x 2'-8"H
1
8
20 BANK 8'-8"L x 9'-11"W x 2'-8"H
1
9
STAIRS 5'-11"L x 8'-3"W x 2'-8"H
1
10
20 BANK 8'-8"L x 8'-1"W x 2'-8"H
1
11
HUBBA 15'-8"L x 1'-6"W x 4'-5"H
2
12
FLAT DOWN RAIL 9'-2"L x 2"W x 4'-9"H
1
13
FLAT DOWN RAIL 9'-2"L x 2"W x 4'-9"H
1
14
TALL RAIL 12'L x 2"W x 1'-4"H
1
S.S. COPING
48ft.
S.S. 2"x2" EDGE PROTECTION
90ft.
S.S. 2"x6" EDGE PROTECTION
9ft.
10
0
10
20
30
SCALE: 1" =10'
DRAWN BY:
MRS
DATE:
5-23-2014
NOTICE
NEW JERSEY LICENSED
CHECKED BY:
JP
DATE:
5-23-2014
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
SITE LAYOUT PLAN
PROJECT NUMBER:
SCE-7733
SCALE:
1" = 10'
SHEET 4 OF 9
REVISION
228.01
228.11
PROPOSED INVERT
6" HDPE: 224.02
228.09
228
228.04
227.98
228.18
18" PINE TREE
12" TWIN TREE
22
7
228.13
228.23
228.12
228.16
228.40
228.22
228.13
228.15
228.16
231.16
228.23
228.44
228.25
228.19
228.46
231.22
22
8
228.21
228.40
228.23
231.19
228.48
231.33
228.29
228.28
231.44
PROPOSED 70 LF 6" SOLID HDPE @ 2%
228.41
228.36
228.38
228.44
228.50
231.23
228.52
231.26
228.24
228.41
23
1
231.33
231.50
0
231.38
22
9
228.65
23
228.32
228.65
228.59
228.66
228.63
228.55
228.65
228.61
228.48
PROPOSED 18" SQUARE CATCH BASIN
GRATE: 227.56
INV.: 225.40
228.58
228.54
HPS 228.35
GRATE: 228.25
INV.: 226.09
PROPOSED 70 LF 6" SOLID HDPE @ 1%
GRATE: 228.02
INV.: 225.86
18" PINE TREE
30" PINE TREE
PROPOSED 28 LF 6" SOLID HDPE @ 0.75%
12" PINE TREE
15" CEDAR TREE
10
0
10
20
30
SCALE: 1" =10'
NOTICE
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
SITE GRADING AND DRAINAGE PLAN
PROJECT NUMBER:
SCE-7733
SCALE:
1" = 10'
SHEET 5 OF 9
REVISION
227.64
227.70
227.68
11
.6
9'
10
227.69
'
227.78
A
15
.7
4'
227.69
227.63
A
227.65
227.75
227.76
227.71
15.7'
227.91
C
C
227.81
5.
5.
1
3'
02
'
227.83
227.83
227.85
228.91
227.90
228.95
1.
D
'
'
C
15.27
228.05
228.08
228.17
230.86
D
230.90
230.93
3.65'
228.11
A
13.77'
9'
6.6
231.03
231.00
.69
15
'
228.03
B
228.25
1
A
3.48'
228.15
228.15
228.17
228.33
231.05
'
17.46
C
228.29
228.22
228.12
227.13
C
4.53'
1.5'
228.32
228.02
C
228.19
228.08
227.99
227.99
230.89
230.90
228.15
65
230.83
'
228.11
228.96
227.90
6'
228.13
9.45'
A
5.
02
'
.4
8.
227.86
227.86
228.92
02
'
5.
227.84
227.88
17
228.08
22
.4
9'
13
'
B
228.07
228.07
26
.1
2'
227.82
A
1.
53
227.81
227.85
227.86
227.85
227.87
B
11
7.94'
227.63
227.68
A
9'
227.67
15
.7
4'
227.74
227.79
227.80
A
.6
227.62
227.58
228.26
A
C
PRE-CAST CANTILEVER PROFILE II
N.T.S.
#3 REBAR @ 16" O.C.
BOTH WAYS
4000 PSI CONCRETE
FLAT WORK
1/8" SAW CUT - FILL JOINT WITH SELF
LEVELING SEALANT AND TOOL FLAT
(SUPPLIED BY PRE-CAST
MANUFACTURER)
6"x 6"x 10"/10 WELDED WIRE MESH
1/3 DEPTH
COLD JOINT
6"
6"
4"
4"
4"
5"
4"
2 7/8"
4000 PSI CONCRETE
FLAT WORK
BASE COURSE
BASE COURSE
SAWCUT JOINT
PREPARED SUB-GRADE
PREPARED SUB-GRADE
N.T.S.
CONCRETE SKATE
ELEMENT
PRE-CAST
SKATE ELEMENT
COLD JOINT
1.
ALL DIMENSIONS APPROXIMATE. SUCCESSFUL BIDDER WILL
BE FURNISHED WITH SHOP DRAWINGS BY SPOHN RANCH,
15131 CLARK AVE., INDUSTRY, CA 91745. CONTRACTOR
SHALL REFER TO MANUFACTURER'S SHOP DRAWINGS FOR
FINAL LAYOUT DIMENSIONS AND CONNECTION DETAILS.
1.1.
AREA REPRESENTATIVE: JASON BALDESSARI
(732)-687-5886
1.2.
CONSTRUCTION MANAGER: DOUG HAGAN (919)-615-2305
2.
CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
INSTALLATION.
3.
CONTRACTOR SHALL COORDINATE DELIVERY AND STORAGE
ON SITE OF ALL CONCRETE SKATE FEATURES WITH OWNER
AND SPOHN RANCH.
4.
CONTRACTOR SHALL COORDINATE WITH OWNER AND SPOHN
RANCH FOR CONCRETE SKATE FEATURE INSTALLATION.
5.
ELEVATIONS SHOWN ON PLAN ARE FINISHED FOUNDATION
ELEVATION.
10
20
SLIP DOWEL
4000 PSI CONCRETE
FLAT WORK
30
SCALE: 1" =10'
4,000 PSI CONCRETE FLAT WORK
2"
6x6 x 10/10 WELDED WIRE MESH
BASE COURSE
PREPARED SUB-GRADE
3"
4000 PSI CONCRETE FOOTING
WITH #3 REBAR @ 16" O.C.
BOTH WAYS
8"
PREPARED SUB-GRADE
VIBRATE CONCRETE TO PRODUCE EFFECTIVE
CONSOLIDATION UNDER PRE-CAST SKATE ELEMENT
ADJACENT TO FOOTING
NOTICE
D
PRE-CAST PROFILE DETAIL
N.T.S.
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
SLIP DOWEL
6"
6"
7"
BASE COURSE CAPPED
3 9/16"
0
4"
NOTES:
10
DATE:
DATE:
FOUNDATION LAYOUT AND GRADING PLAN
PROJECT NUMBER:
SCE-7733
SCALE:
1" = 10'
SHEET 6 OF 9
REVISION
WIRE MESH 6"X6"
10/10 WWM
DEMOLISH EXISTING CURB
TO ASPHALT SURFACE
4" THICK AIR ENTRAINED
CLASS "B" CONCRETE
4" DENSE GRADED
AGGREGATE BASE
1" +/- SIZE #10 CRUSHED STONE OVERLAY
EXISTING ASPHALT
EXISTING BASE
COMPACTED SUBGRADE
COMPACTED SUBGRADE
6" x 12" CONCRETE CURB
NEW PAVEMENT
EXISTING PAVEMENT OVERLAY
NOTES:
1.
2.
3.
4.
5.
6.
7.
SUBBASE SHALL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER.
THE SAME BRAND AND TYPE OF CONCRETE SHALL BE USED THROUGHOUT THE PROJECT.
ALL CONCRETE SYSTEM COMPONENTS SHALL BE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL.
ALL CONTROL JOINTS SHALL BE 1 4" WIDE X 3 4" DEEPIN A 10' X 10' MAXIMUM GRID (SEE PLAN VIEW FOR GRID LAYOUT).
ALL CONTROL JOINTS SHALL BE FILLED WITH TRAFFIC-GRADE ELASTOMETRIC CAULK.
ALL CONCRETE SHALL BE CLASS "B" AIR ENTRAINED MINIMUM 4,000 PSI STRENGTH W/ FIBERGLASS REINFORCEMENT.
SURFACE SHALL BE HARD STEEL-TROWEL FINISH (JUST BEFORE GLASSY) AND SHALL BE CHEMICALLY SEALED WITH
PERMANENT, NON-GLOSSY CONCRETE SEALANT.
REINFORCED CONCRETE SIDEWALK, 4" THICK
N.T.S.
NDS #1242, #1242 & #1245 UNIVERSAL LOCKING
OUTLET OR APPROVED EQUAL. TWIST LOCK
INTO POSITION AT ANY KNOCK OUT.
6"
CLASS "B" CONCRETE COLLAR
AROUND CATCH BASIN
PERFORATIONS
SLOPE
NDS #1266 OR #1889 UNIVERSAL LOCKING
OUTLET OR APPROVED EQUAL. TWIST LOCK
INTO POSITION AT ANY KNOCK OUT.
6"
SLOPE
6" CORRUGATED SOLID
WALL HDPE PIPE
6" CORRUGATED SOLID
WALL HDPE PIPE
NDS #1816 18" SQUARE TAPERED
POLYPROPYLENE CATCH BASIN
(RISER) W / U.V. INHIBITORS OR
APPROVED EQUAL
CLASS "B" CONCRETE COLLAR
AROUND CATCH BASIN
NDS #1810 18" SQUARE POLYOLEFIN
GRATE W / U.V. INHIBITORS OR
APPROVED EQUAL
6"
SLOPE
18" SQUARE CATCH BASIN
COMPACTED SUBGRADE
SLOPE
NOTES:
9" DEPTH
6"
1.
2.
NDS ADAPTERS THAT FIT THIS BASIN ARE AS
FOLLOWS: #1242, #1243, #1245, #1266, 1888,
#1889, USE #1206 IF PLUGGING AN OUTLET.
PERFORATIONS ON NON OPEN SIDES AND BTM.
TO BE CUT OUT WHEN ADDING EXTRA OUTLETS.
3/4" CRUSHED STONE BASE
4" TO 6" DEEP BELOW BASIN
8" DEPTH
18" SQ. CATCH BASIN PLUMBING CONNECTIONS
N.T.S.
NON-PAVED SURFACE
PAVED SURFACE
18 9/16" DEPTH
TOPSOIL, FERTILIZE, SEED, & MULCH
3" MIN.
NDS #1882 18" SQUARE TAPERED
POLYPROPYLENE CATCH BASIN
W / U.V. INHIBITORS OR
APPROVED EQUAL
DRILL 1/8" WEEP HOLE TYPICAL
OF 4 PLACES AT BTM CORNERS
COMPACTED
EXCAVATED BACKFILL
(SEE NOTE FOR BACKFILL
MATERIAL SPECIFICATION)
DENSE GRADED
AGGREGATE
3
4 " CLEAN
CRUSHED STONE
3/4" CRUSHED STONE BASE
4" TO 6" DEEP BELOW BASIN
HDPE
PIPE
9" MIN
(TYP)
TO SPRING
LINE
6" MIN.
NOTES:
1.
2.
3.
GRATE TO BE ATTACHED TO CATCH BASIN WITH
SCREW PROVIDED AT TIME OF INSTALLATION.
RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION.
DO NOT USE OVER 5 RISERS WITH CATCH BASIN.
O.D. + 24" MINIMUM
18" SQ. CATCH BASIN WITH RISER INSTALLATION
N.T.S.
COMPACTED
SUBGRADE
BACKFILL SPECIFICATION
1. SHALL BE FREE OF DEBRIS AND STONES 2" OR GREATER IN ANY DIMENSION.
2. SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY.
SOLID DRAINAGE PIPE TRENCH
N.T.S.
NOTICE
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
CONSTRUCTION DETAILS
PROJECT NUMBER:
SCE-7733
SCALE:
AS NOTED
SHEET 7 OF 9
REVISION
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED
IN ACCORDANCE WITH THE
JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT
7TH EDITION LAST REVISED JANUARY 2014. THESE MEASURES WILL BE INSTALLED
PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED
UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2. ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT
UNDER ACTIVE CONSTRUCTION, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR
OTHERWISE PROVIDED WITH VEGETATIVE COVER.
THIS TEMPORARY COVER SHALL BE
MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED.
PROPOSED TOPSOIL STOCKPILE LOCATION
X
X
3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO ESTABLISH
PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD:
SPRING - 3/1-5/15
AND FALL - 8/15 - 10/1
X
X
X
X
PROPOSED SILT FENCE AT DOWNSLOPE EDGE OF TOPSOIL STOCKPILE
4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT
VEGETATIVE COVER IS ESTABLISHED
X
X
5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN
THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN
ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE
THEY BECOME FUNCTIONAL.
PROPOSED INLET PROTECTION
X
X
6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70
TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID
MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF
APPROVED BY THE SOIL CONSERVATION DISTRICT.
X
X
X
7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND
CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED
IMMEDIATELY.
X
228
8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT
LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (973) 364-0784
OR EMAIL INFORMATION@HEPSCD.ORG
7
9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING
FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE
RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE
DISTRICT AT 973-364-0786 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON
COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED
WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER
APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED.
22
EXISTING LAWN
PROPOSED LAWN
10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN
HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND
FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS
SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER
USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR
SILT CONTROL BAGS.
LIMIT OF EXISTING SKATE
PARK PAVEMENT
EXISTING LAWN
PROPOSED LAWN
11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED
TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5 INCHES (UNSETTLED) IS
RECOMMENDED.
22
8
PROPOSED SILT FENCE AT
DOWNSLOPE EDGE OF
DISTURBANCE
PROPOSED CAUTION
FENCE AT SITE PERIMETER
PROPOSED SKATE PARK
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND
APPROVAL.
PROPOSED SILT FENCE
1
EXISTING SKATE PARK
PROPOSED SKATE PARK
22
9
23
0
23
13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS
USING 2
ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND
MINIMUM DEPTH OF
ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING
IS COMPLETE.
14.
STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION
MEASURES. THESE
MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER
AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT.
15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING,
FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW
OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY
DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT.
SEQUENCE OF CONSTRUCTION
LIMIT OF EARTH DISTURBANCE
THE CONTRACT LENGTH SHALL BE 80 DAYS (APPROXIMATELY 12 WEEKS). CONTRACT
LENGTH SHALL BE THE SAME FOR BASE BID OR BASE BID WITH ALTERNATE.
1. SOIL EROSION AND SEDIMENT CONTROL MEASURES AND
CONSTRUCTION ACCESS DRIVE
0.5 WEEKS
2. CLEARING SITE, EXCAVATION AND SUBGRADE PREPARATION
2.5 WEEKS
3. INSTALLATION OF DRAINAGE STRUCTURES AND PIPES
INSTALLATION OF SKATE PARK SUBBASE AND FOUNDATIONS
3.5 WEEKS
4. INSTALLATION OF SKATE PARK FEATURES AND
CONCRETE SIDEWALKS
3.5 WEEKS
6. SURFACE RESTORATION TOPSOIL, FERTILIZE, SEED AND MULCH
1.5 WEEK
7. DEMOBILIZATION AND REMOVAL OF SOIL EROSION AND
SEDIMENT CONTROL MEASURES AND CONSTRUCTION
ACCESS DRIVE
0.5 WEEK
PROPOSED 18" SQUARE
CATCH BASIN (TYP.)
18" PINE TREE
PROPOSED 6" HDPE PIPE (TYP.)
12" PINE TREE
TOTAL:
EXISTING PARKING LOT
12.0 WEEKS
LEGEND
10
15" CEDAR TREE
0
10
20
30
PROPOSED LIMIT OF DISTURBANCE
SCALE: 1" =10'
PROPOSED TEMPORARY CONSTRUCTION FENCE
X
X
PROPOSED SILT FENCE
SOIL SERIES BOUNDARY
NOTICE
PROPOSED INLET PROTECTION
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
SOIL EROSION AND SEDIMENT CONTROL PLAN
PROJECT NUMBER:
SCE-7733
SCALE:
1" = 10'
SHEET 8 OF 9
REVISION
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.
ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN
ACCORDANCE WITH THE
JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT
7TH
EDITION LAST REVISED JANUARY 2014. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL
DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS
ESTABLISHED.
2.
ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER
ACTIVE CONSTRUCTION, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED
WITH VEGETATIVE COVER. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY
PERMANENT RESTABILIZATION IS ESTABLISHED.
3.
SEEDING DATES: THE FOLLOWING SEEDING DATES ARE BEST RECOMMENDED TO ESTABLISH PERMANENT
VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1
4.
SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE
COVER IS ESTABLISHED
5.
ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE
STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED.
STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME
FUNCTIONAL.
MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS
PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR
NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION
DISTRICT.
7.
ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY
THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.
8.
THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48
HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (973) 364-0784
OR
EMAIL INFORMATION@HEPSCD.ORG
9.
EXISTING GRADE
6" MIN.
DRIP
LINE
NOTE:
SEED IMMEDIATELY AFTER
STOCKPILING
CLEAN STONE
PROVIDE APPROPRIATE TRANSITION BETWEEN
STABILIZED CONSTRUCTION ENTRANCE AND
ROADWAY
AMOCO MODEL 2002
FILTER FABRIC OR
APPROVED EQUAL
DOWN
G
RADE
LENGTH ACCORDING TO
TABLE BELLOW*
CORRECT FENCING
FOR TREE PROTECTION
R = 25'
INCORRECT FENCING
FOR TREE PROTECTION
SILT FENCE (SEE DETAIL
)
TREE PROTECTION
TYPICAL TOPSOIL STOCKPILE
N.T.S.
N.T.S.
PUBLIC
RIGHT OF WAY
EXISTING
GRADE
THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE
CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE
MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 973-364-0786 TO
REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION
MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR
SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED.
15' MIN.
POLYETHYLENE SNOW FENCE AS MANUFACTURED BY
TENAX NORDIC II, ORANGE COLOR OR APPROVED EQUAL
STEEL U-POST 6'-0" O.C. MIN.
10'-0" O.C. MAX.
10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO
CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT
BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED
PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP
PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS.
R = 25'
DANGER
KEEP OUT
12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL.
4'-0" MIN.
14" X 10" - 0.060 PLASTIC "DANGER KEEP
OUT" SIGNS AS MANUFACTURED BY
RAINBOW SIGNS, MODEL NO. 04-240G.
ATTACH SIGNS TO FENCE WITH PLASTIC
TIES. SPACE SIGNS 50 FEET APART.
11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO
RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED.
13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2
ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF
ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE.
LENGTH STONE REQUIRED
PERCENT SLOPE
OF ROADWAY
COARSE GRAINED SOILS
FINE GRAINED SOILS
0 TO 2%
50 FT.
100 FT.
2 TO 5%
100 FT.
200 FT.
> 5%
ATTACH FENCE TO POSTS
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE
1
1 AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.
GROUND LINE
1'-6" MIN
14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE
MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL
CONSERVATION DISTRICT.
15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE
SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS'
INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS
SHALL BE IMPLEMENTED AS CONDITIONS WARRANT.
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
CAUTION FENCE/TEMPORARY CONSTRUCTION FENCE SHALL BE PROVIDED CONTINUOUSLY AROUND
THE CONSTRUCTION SITE PERIMETER AS DIRECTED BY THE ENGINEER. "DANGER-KEEP OUT" SIGNS
SHALL BE PROVIDED EVERY 50 FEET ON THE TEMPORARY CONSTRUCTION FENCE.
16. TOTAL AREA OF DISTURBANCE: 0.35 AC (15,242 SF)
CAUTION FENCE/TEMPORARY
CONSTRUCTION FENCE
2 EACH
DUMP STRAPS
N.T.S.
REQUIREMENTS FOR SILT FENCE:
1. FENCE POSTS SHALL BE SPACED 8 FEET
CENTERTO-CENTER OR CLOSER. THEY SHALL
EXTEND AT LEAST 2 FEET INTO THE GROUND AND
EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS
SHALL BE CONSTRUCTED OF HARDWOOD WITH A
MINIMUM
DIAMETER THICKNESS OF 1.5 INCHES.
DRAWSTRING RUNNING THROUGH
FABRIC ALONG TOP OF FENCE
2. A METAL FENCE WITH 6 INCH OR SMALLER
OPENINGS AND AT LEAST 2 FEET HIGH MAY BE
UTILIZED, FASTENED TO THE FENCE POSTS, TO
PROVIDE REINFORCEMENT AND SUPPORT TO THE
GEOTEXTILE FABRIC WHERE SPACE FOR OTHER
PRACTICES IS LIMITED AND HEAVY SEDIMENT
LOADING IS EXPECTED.
8'
FENCE POST
(SPACING 8'-0" C. TO C.)
FABRIC (3'-0" WIDE) SECURED TO
POST WITH METAL FASTENERS AND
REINFORCEMENT BETWEEN
FASTENER AND FABRIC.
3. A GEOTEXTILE FABRIC, RECOMMENDED FOR
SUCH USE BY THE MANUFACTURER, SHALL BE
BURIED AT LEAST 6 INCHES DEEP IN THE GROUND.
THE FABRIC SHALL EXTEND AT LEAST 2 FEET
ABOVE THE GROUND. THE FABRIC MUST BE
SECURELY FASTENED TO THE POSTS USING A
SYSTEM CONSISTING OF METAL FASTENERS (NAILS
OR STAPLES) AND A HIGH STRENGTH
REINFORCEMENT MATERIAL (NYLON WEBBING,
GROMMETS, WASHERS, ETC.) PLACED BETWEEN
THE FASTENER AND THE GEOTEXTILE FABRIC. THE
FASTENING SYSTEM SHALL RESIST TEARING AWAY
FROM THE POST. THE FABRIC SHALL INCORPORATE
A DRAWSTRING IN THE TOP PORTION OF THE FENCE
FOR ADDED STRENGTH.
2'-0"
MIN.
GRADE
6"
DIG 6" WIDE x 6" DEEP
TRENCH, BURY BOTTOM
1'-0" OF FABRIC, TAMP
IN PLACE
6"
2'-0"
MIN.
EXPANSION RESTRAINT
(1/4" NYLON ROPE,
2" FLAT WASHERS)
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FROM INLET
DUMP STRAP
SILT SACK
AS MANUFACTURED BY
ATLANTIC CONSTRUCTION
FABRICS, INC., RICHMOND, VA.
LE
N
GT
H=
BAG DETAIL
DEPTH = D
6.
PUBLIC
RIGHT OF WAY
STABILIZED
CONSTRUCTION ENTRANCE
N.T.S.
=
TH
W
D
WI
L
INSTALLATION DETAIL
INLET PROTECTION DEVICE
N.T.S.
N.T.S.
SEDIMENT FENCE DETAIL
N.T.S.
NOTICE
DRAWN BY:
DAREN J. PHIL, P.E.
DATE:
NEW JERSEY LICENSED
CHECKED BY:
DATE:
CHECKED BY:
DESCRIPTION
NO.
ALL RIGHTS RESERVED
REVISIONS
DATE:
BY:
CHK:
DATE:
DATE:
DATE:
SOIL EROSION AND SEDIMENT CONTROL
NOTES AND DETAILS
PROJECT NUMBER:
SCE-7733
SCALE:
AS NOTED
SHEET 9 OF 9
REVISION

construction plans for maplecrest skate park

Transcription

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