bloomfield street
TRANSCRIPT
REF. N.J.S.P.C.S. (NAD 83)
X
X X
XX
X
103218.24CL-Road
103318.04CL-Road
(50'
R.O
.W.)
TWEL
FTH
STR
EET
(65' R.O.W.)BLOOMFIELD STREET
LOT 9(T.M.)
LANDS N/F OFHAMILL, LINDA G.
[D.B. 3986, PG. 348]
LOT 11(T.M.)
LANDS N/F OF1135 BLOOMFIELD, LLC
[D.B. 8826, PG. 749]
LOT 12(T.M.)
LANDS N/F OFD'ALBERTI, CLAUDE[D.B. 3456, PG. 1012]
LOT 13(T.M.)
LANDS N/F OF1124 WASHINGTON, LLC
[D.B. 5488, PG. 243]
(SURVEY)P.O.B.
BENCHMARK #803SET P.K. NAILELEV. = 18.06
BENCHMARK #804SET P.K. NAILELEV. = 17.95
No. 1133BUILDING
STONE & BRICK2-1/2 STORY
No. 1131BUILDING
STONE & BRICK2-1/2 STORY
No. 1135BUILDINGMASONRY
4-1/2 STORY
18" TREE
GRT.=16.57DRAIN
CONCRETE SIDEWALK
BLUESTONECURB
W
GG
LIDREFUSE
PLATFORMMASONRY
PLATFORMMASONRY
WITH IRONSTONE WALL
RAILING
BUIL
DIN
GS
ABU
T
(SU
RVEY
OR
UN
ABLE
TO
VER
IFY
LOC
ATIO
N)
PART
Y W
ALL
ALO
NG
LIN
E CONCRETEDRIVEWAY
BUILDING3 STORY BRICK
METALDECK
ELEVATED
0.41' SEBLDG.
0.16' SEBLDG.
0.41' SEBLDG.
ON-LINEBLDG.
ON-LINEBLDG.
0.05' SEBLDG.
C C/L FENCEL0.07' NE0.14' NW
C C/L FENCEL0.11' NE
0.10' SWPORCH
0.74' SWDECK
C C/L FENCEL0.26' SW
C C/L FENCEL0.13' SW0.20' NW
SUBJECT TO ANUTILITY EASEMENTFOR OVERHEAD WIRES
BASEMENT F.F. ELEV. = 9.80GROUND FLOOR F.F. ELEV. = 17.03
1ST FLOOR F.F. ELEV. = 25.97ROOF ELEV. = 50.29
BUILDING HEIGHT = 32.47'
BELOW18.09
18.18 16.74
18.1218.11 18.18
TC 17.71BC 17.58 BC 17.67
TC 17.82BC 17.76TC 17.86
18.5325.27 16.71
19.7119.68
TW 19.76BW 19.07
TW 19.83BW 19.04
19.04
16.90
BW 19.02TW 19.77
19.7419.71
TW 19.79BW 19.06
19.70
19.67
19.7819.55 19.65
ELEV. 19.78'@ PLANTER
F.F. ELEV. 17.03'@ FIRST FLOOR
ELEV. 16.70'@ GRAVEL TERR
ELEV. 18.08'@ LAWN
PROPOSED 13.5' X 10' X 2.5'
(337.5 CF) CONCRETE
DETENTION TANK @ 0.00%SLOPE
PROPOSED CONCRETE TANKACCESS RISERRIM: 18.08
INVERT: 12.00
MH
CONTRACTOR TO
COORDINATE CONNECTIONTO STORMLINE IN BASEMENT
EXISTING CONNECTION TOREMAIN WITH BACKFLOW
PREVENTOR. SIZE, SLOPEAND INVERTS TO BE FIELDVERIFIED
NO. OS-1
RIM: 19.05
WEIR: 13.67
8" INVERT (IN): 12.00
8" INVERT (OUT): 12.00
2.5" ORIFICE: 12.00
PROPOSED OUTLETSTRUCTURE
PROPOSED 8" STORM PIPE
PROPOSED 8" DIP STORMPIPE
PROPOSED 9' X 18'BUILDING EXPANSION
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SCALE: PROJECT ID:
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01
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7/2
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0
Ruth
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, N
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New
York
, N
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Pri
nce
ton, N
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Tam
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FL ·
Detr
oit, M
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ww
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tonefield
eng.
com
Head
quar
ters
: 9
2 P
ark A
venue, R
uth
erf
ord
, N
J 0
7070
Phone 2
01.3
40.4
468 ·
Fax
201.3
40.4
472
JAKE MODESTOW, P.E.MICHIGAN LICENSE No.6201065336LICENSED PROFESSIONAL ENGINEER
C-1
DRAINAGE &UTILITY PLAN
1" = 10'
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES
WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPEOF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO
INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESEDOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THEEXISTING SITE CONDITIONS AND THE PROPOSED WORK THE
CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN,LLC. PRIOR TO THE START OF CONSTRUCTION.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANDENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINEDPRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED
PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMESDURING CONSTRUCTION.
3. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BYLAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING &DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY
DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISINGOUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION
TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOTCARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION,LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL
LIABILITY INSURANCE.4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED
IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVALIS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN,LLC.
5. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS ANDMETHODS OF CONSTRUCTION.
6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSEDISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THEPERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT
PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATEPROPERTY.
7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED ORUNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TOREMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS
TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THECONTRACTORS EXPENSE.
8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOPDRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALSFOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEW
THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT ASREFLECTED WITHIN THE PLAN SET.
9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL INACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES, LATEST EDITION.
10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THEPUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE
GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THEPROCUREMENT OF STREET OPENING PERMITS.
11. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED
SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURINGCONSTRUCTION & DEMOLITION ACTIVITIES.
12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC.BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOESNOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES
AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.
PROPOSED BUILDING
PROPERTY LINE
EXCAVATION, SOIL PREPARATION, AND DEWATERING NOTES
1. THE CONTRACTOR IS REQUIRED TO REVIEW THE REFERENCED
GEOTECHNICAL DOCUMENTS PRIOR TO CONSTRUCTION, THESEDOCUMENTS SHALL BE CONSIDERED A PART OF THE PLAN SET.
2. THE CONTRACTOR IS REQUIRED TO PREPARE SUBGRADE SOILSBENEATH ALL PROPOSED IMPROVEMENTS AND BACKFILL ALLEXCAVATIONS IN ACCORDANCE WITH RECOMMENDATIONS BY THE
GEOTECHNICAL ENGINEER OF RECORD.3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHORING FOR
ALL EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL HAVE THESHORING DESIGN PREPARED BY A QUALIFIED PROFESSIONAL.SHORING DESIGNS SHALL BE SUBMITTED TO STONEFIELD
ENGINEERING & DESIGN, LLC. AND THE OWNER PRIOR TO THE STARTOF CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OPENEXCAVATIONS ARE PERFORMED AND PROTECTED IN ACCORDANCEWITH THE LATEST OSHA REGULATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DEWATERING DESIGNAND OPERATIONS, AS REQUIRED, TO CONSTRUCT THE PROPOSED
IMPROVEMENTS. THE CONTRACTOR SHALL OBTAIN ANY REQUIREDPERMITS FOR DEWATERING OPERATIONS AND GROUNDWATERDISPOSAL.
6. ILTRATION BASIN EXCAVATION AND/OR SOIL INFILTRATIONTESTING.
STORMWATER UNDERGROUND BMP CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL INSTALL AND BACKFILL THEUNDERGROUND BMP IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.2. UNDERGROUND BASINS SHALL UTILIZE A STONE BACKFILL WITH A
MINIMUM VOID RATIO OF 40%.3. NO CONSTRUCTION LOADING OVER UNDERGROUND BASINS IS
PERMITTED UNTIL BACKFILL IS COMPLETE PER THE MANUFACTURER'S
SPECIFICATIONS. NO VEHICLES SHALL BE STAGED OR OPERATE FROMA FIXED POSITION OVER THE BASIN.
PROPOSED STORMWATER STRUCTURES
PROPOSED STORMWATER PIPING
MH
PROPOSED SANITARY LATERAL
PROPOSED DOMESTIC WATER SERVICE
PROPOSED GAS SERVICE
SAN
W
G
DRAINAGE AND UTILITY NOTES
1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE
AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION ANDUTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION INACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO
CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIESIN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD
LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLANSET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELDENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING.
2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN INOPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TOANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OFTHE PROPOSED WORK DURING CONSTRUCTION.
4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIREDBETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF
THIS SEPARATION CANNOT BE PROVIDED, A CONCRETEENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICEAS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC.
5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARYSEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS
SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENTSHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVEDBY STONEFIELD ENGINEERING & DESIGN, LLC.
6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TOCONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF
EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWERCONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THECONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD
ENGINEERING & DESIGN, LLC. IN WRITING.7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS,
ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THEAPPROPRIATE GOVERNING AUTHORITY.
8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY
SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT.9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF
PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THATHAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THEDEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS
DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWINGCOMPLETION OF WORK.
10. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THEAS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUNDINFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY
DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THELOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE
PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.
PLAN REFERENCE MATERIALS:
1. THIS PLAN SET REFERENCES THE FOLLOWINGDOCUMENTS INCLUDING, BUT NOT LIMITED TO:
· ARCHITECTURAL PLANS PREPARED BYMVMK ARCHITECTURE
· SURVEY PREPARED BY AREASURVEYINGLLC, DATED 05/01/2019.
· HOBOKEN SEWER MAPS FROM NHSASERVICE AREA SHEET 1, DATED 06/2015.
2. ALL REFERENCE MATERIAL LISTED ABOVE SHALL BECONSIDERED A PART OF THIS PLAN SET AND ALLINFORMATION CONTAINED WITHIN THESEMATERIALS SHALL BE UTILIZED IN CONJUNCTIONWITH THIS PLAN SET. THE CONTRACTOR ISRESPONSIBLE TO OBTAIN A COPY OF EACHREFERENCE AND REVIEW IT THOROUGHLY PRIORTO THE START OF CONSTRUCTION.
ELEVATIONS ARE BASED UPON NAVD88 DATUM
CONSTRUCTION NOTES:
1. ALL ROOF LEADERS TO BE CONVEYED TO UNDERGROUND
DETENTION BASIN B-1
2. ALL INVERTS, RIM ELEVATIONS AND GRATE ELEVATIONS
SHOULD BE FIELD VERIFIED BEFORE CONSTRUCTION
PROPOSED FIRE SERVICEF
NHSA NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILIZATION OF
THE EXISTING SEWER MAIN, STRUCTURES AND APPURTENANCESDURING CONNECTION.
2. NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT
LEAST 72 HOURS PRIOR TO CONNECTION TO THE SEWER MAIN.
3. NORTH HUDSON SEWERAGE AUTHORITY SHALL BE NOTIFIED AT
LEAST 72 HOURS PRIOR TO INSTALLATION OF THESTORMWATER DETENTION SYSTEM.
4. THE INSTALLED HOUSE CONNECTION SHALL BE AT LEAST 18
INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEREAPPROPRIATE VERTICAL OR HORIZONTAL SEPARATION FROM A
WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USINGMECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST
10 FEET ON EITHER SIDE OF THE CROSSING.
PROPOSED ELECTRIC SERVICEE
PROPOSED VALVE
PROPOSED CLEANOUT
SYMBOL DESCRIPTION
GRAPHIC SCALE IN FEET
0' 20'10'10'
1" = 10'
APPLICANT/OWNER
LORENZO SERINO & JENNIFER GRAU
1133 BLOOMFIELD STREET
CITY OF HOBOKEN, NJ 07030
LOCATION MAPSCALE: 1" = 2,000'±
SOURCE: USGS WEEHAWKEN QUADRANGLE, NJ - NY, 7.5 MIN SERIES DATED 2019
SITE
3
NOTES:
1. ALL PIPE SYSTEM INSTALLATIONS SHALL MEET ALLAPPLICABLE STANDARDS AND SPECIFICATIONS.
2. ALL HDPE PIPE SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH ASTM D2321, "STANDARDPRACTICE FOR UNDERGROUND INSTALLATION OF
THERMOPLASTIC PIPE FOR SEWERS AND OTHERGRAVITY FLOW APPLICATIONS" (LATEST EDITION).
3. ALL RCP PIPE SYSTEMS SHALL BE INSTALLED INACCORDANCE WITH ASTM C76-15, "STANDARDSPECIFICATION FOR REINFORCED CONCRETE
CULVERT, STORM DRAIN, AND SEWER PIPE" (LATESTEDITION).
4. FOR NON HDPE OR RCP PIPE INSTALLATIONS,CONTRACTOR SHALL INSTALL PIPE INACCORDANCE WITH ALL APPLICABLE STANDARDS
AND SPECIFICATIONS.5. WHERE THE TRENCH BOTTOM IS UNSTABLE,
CONTRACTOR SHALL PROVIDE SUITABLE BACKFILLMATERIAL AS REQUIRED BY ENGINEER OR PER
GEOTECH RECOMMENDATIONS.6. MINIMUM COVER IN TRAFFIC AREAS IS 12" UP TO 48"
DIAMETER PIPE AND 24" FOR 54" - 60" DIAMETER PIPE
TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OFRIGID PAVEMENT.
7. CONTRACTOR SHALL INSTALL SUITABLE MATERIALFOR INITIAL AND FINAL BACKFILL. BACKFILLCOMPACTION SHOULD MEET ALL APPLICABLE
STANDARDS AND SPECIFICATIONS.
2' PLUS PIPE DIAMETER
PROPOSED / EXISTINGPAVEMENT
PROPOSED FULLDEPTH ASPHALT
TOP SOIL
EXISTING
GRADE
6"
6"
12" MIN.12" MIN.
APPROVED COMPACTEDSUBGRADE (SUITABLE
FOUNDATION)
BEDDING(APPROVED CLEAN
CRUSHED STONE)
INITIAL BACKFILL
MATERIAL
FINAL BACKFILLMATERIAL
PROP. STORMPIPE
STORM TRENCH DETAILNOT TO SCALE
4
1
PROPOSED UTILITY LINE
3' PLUS UTILITY DIAMETER
SEE NOTE
UTILITY TRENCH DETAILNOT TO SCALE
PROPOSED/EXISTINGPAVEMENT
PROPOSED FULL DEPTHASPHALT
NOTE:
MINIMUM PIPE COVER SHALL BE AS FOLLOW:
· ELECTRIC SERVICE - PER APPLICABLE UTILITY AUTHORITY· GAS SERVICE - PER APPLICABLE UTILITY AUTHORITY
· SEWER SERVICE - 36" MINIMUM· WATER SERVICE - 48" MINIMUM
TOP SOIL
EXISTING GRADE
BACKFILL WITH SUITABLE EXCAVATED
MATERIAL. MATERIAL TO BE COMPACTEDTHOROUGHLY. COMPACTION AND
MATERIAL SHALL MEET ALL APPLICABLEREGULATIONS.
DETAIL OF STANDARD MANHOLE FRAME AND COVER
NOTES:RECESSED BOLTS
24"
32"
39"
25 3/4"
8"
1 3/8"
1. MANHOLE COVERS SHALL BE ASTANDARD CAMPBELL FOUNDRY 1203B
COVER, OR EQUAL. WHEN NECESSARY,
COVER SHALL BE WATER TIGHT.
MODEL 1203B WATERTIGHT
MANHOLE FRAMES AND COVERSSHALL COMPLY WITH THE
FOLLOWING SPECIFICATIONS:
· MATERIAL - GRAY CAST IRONASTM A48-83, CLASS 35.
· AASHTO HS20-44 HIGHWAYLOADING.
· BEARING SURFACE AT SEATOF FRAME AND COVER SHALL
BE MACHINED FORUNIFORMITY.
2.
NON PENETRATING
PICK HOLES
4 - HOLES IN FRAME FOR 34" BOLTS FORBOLTING TO TOP OF MANHOLE (OMITBOLTING WHERE FRAME AND COVER ARE
LOCATED IN PAVEMENT)
NOT TO SCALE
NHSA
2
NOT TO SCALE
CONCRETE DETENTION TANK DETAIL
TOP OF TANK GRADE: 14.50
ACCESS RISER MANHOLE GRADE
10'
2.5'
FINISHED GRADE
BOTTOM OF TANK
12.00
ACCESS
8" WALLS
8" BASE
13'
PLAN
SIDE ELEVATION
ACCESS
12" HDPE TO OUTLET STRUCTUREINVERT: 12.00
12" HDPE TO OUTLET STRUCTUREINVERT: 12.00
TANK INVERT: 12.00 @ 0.00% SLOPE
13.5'
NOT TO SCALE
SECTION VIEW
12" BASIN AT 0.00%INVERT: 12.00
12" HDPE AT 1.00%INVERT: 12.00
2.5" ORIFICEEL. 12.00
WEIREL. 13.67
TRASH RACK
12" THICK MINIMUM, 3/4"
CLEANED CRUSHED STONE
APPROVED
COMPACTEDSUBGRADE
MANHOLE COVER
48" Ø
8" REINFORCED CONCRETE LID
UNDERGROUND OUTLET STRUCTURE (OS-1) DETAIL
TOP VIEW
12" HDPE AT 1.00%
INVERT: 12.0012" BASIN AT 0.00%
INVERT: 12.00
WEIR
2.5" ORIFICE
WEIR CROSS SECTION
WEIR
EL. 12.00
EL. 13.67
2.5" ORIFICE
12"MIN
12" MIN
12" MIN.O.D.
12" MIN
TRENCH WIDTH
PAY LIMIT
NOT TO SCALE
NHSA TYPICAL TRENCH AND PAVEMENTRESTORATION DETAIL
VARIES
DEPTH VARIES
PAVEMENT BOX IN
ACCORDANCE WITHMUNICIPAL REGULATION
12" MIN
5
4'-0"
NOTES:
1. SNOW FENCING IS TO BE 4'-0" HIGH AND SELF SUPPORTED.
2. DO NOT STOCKPILE MATERIALS OR STORE EQUIPMENT WITHIN THE TREE PROTECTION FENCING.3. SNOW FENCE TO BE INSTALLED AT DRIP LINE OF EXISTING TREE OR TREE CLUSTER TO BE
PROTECTED OR NO CLOSER THAN 6' FROM TREE TRUNK IF NECESSARY.4. IF THE PROJECT AREA ENCOMPASSES A PORTION OF THE DRIP LINE OF THE TREE, NO MORE THAN
ONE THIRD OF THE OF THE TOTAL AREA OF WITHIN THE DRIP LINE SHOULD BE DISTURBED BY
CONSTRUCTION OR REGRADING AND A 3" THICK LAYER OF MULCH SHALL BE INSTALLED OVER THEAREA OF THE DRIP LINE WHICH IS NOT PROTECTED BY FENCING TO PROVIDE A CUSHION.
TREE PROTECTION DETAILNOT TO SCALE 6
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DR
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AG
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ITY
, &
SO
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RO
SIO
N P
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BY
TITLE:
SCALE: PROJECT ID:
DRAWING:
SIN
GL
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AM
ILY
HO
ME
PR
OP
OS
ED
RE
AR
AN
D U
PP
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ST
OR
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N
HU
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CO
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, N
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1133
BL
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MFI
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D S
TR
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RUT-210101
01
04/0
7/2
021
FO
R C
LIE
NT
RE
VIE
WK
B
CIT
Y O
F H
OB
OK
EN
1133 B
LO
OM
FIE
LD
ST
RE
ET
BL
OC
K 2
46, L
OT
S 1
0
Ruth
erf
ord
, N
J ·
New
York
, N
Y
Pri
nce
ton, N
J ·
Tam
pa,
FL ·
Detr
oit, M
I
ww
w.s
tonefield
eng.
com
Head
quar
ters
: 9
2 P
ark A
venue, R
uth
erf
ord
, N
J 0
7070
Phone 2
01.3
40.4
468 ·
Fax
201.3
40.4
472
JAKE MODESTOW, P.E.MICHIGAN LICENSE No.6201065336LICENSED PROFESSIONAL ENGINEER
CONSTRUCTIONDETAILS
C-2
AS SHOWN