ace. gpi - new rochelle, new york

or THE. NYS DEPARTMENT
CITY OF NEW ROCHELLE
NOT TO SCALE
THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTA!tED BY THE DEPARTMENT, WHICH ARE CURRENT ON THE DATE OF AOVERTISEr.ENT FOR BIDS, SHALL BE CONSIDERED TO BE IN EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK EN<:<JMTERED DUIING THE COlllSE OF THE CONTRACT SHALL BE SUBJECT TO THE APPLICABLE STANDARD SIIEET<SI UlLESS OlllERWISE SPECIFIED IN THE CUITRACT DOCWENTS,
ALL WORK CONTEMPLATED 11-lDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY WITH THE STANDARD SPECIFICATIONS tuS CUSTOMARY ltl!TSI OF MAY I, 2008, EXCEPT AS MOOIFIED ON THESE PLANS AND IN THE ITEMIZED PROPOSAL,
CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSOOT POLICIES AND GUIDELINES AND THE DESIGN APPROVAL REQUEST MEMO SIGNED AND APPROVED BY THE CITY OF NEW ROCHELLE ON 4/Zl/2014.
PREPARED ANO RECOMMENDED BY:
Ace. FRED MASTROIANNI, P.E QA/QC VICE PRESIDENT
GPI GREENMAN·PEDERSEN, INC,
ALBANY, NY 12205
I INDEX ON SHEET NO. 2
STATE SHEET'NO, N.Y,
GAS VALVE (MAIN LINE)
WATER VALVE (MAIN LINE)
MAILBOX
MONUMENT
ABBREVIATION "C" IN CATEGORIES:
TO BE USED IF ONE OF THE ABOVE
EXPLORATION
1" SAMPLER (RETRACTABLE PLUG);
TOP OF BANK (STREAM)
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
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AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONSULTING ENGINEERS
GREENMAN-PEDERSEN, INC.
MHBWOA HIGHWAY BOUNDARY, W/O ACCESS
MJC JURISDICTION, CITY
MJCY JURISDICTION, COUNTY
MJN JURISDICTION, NATION
RGBM GUIDE RAIL, BOX BEAM, MEDIAN
RGC GUIDE RAIL, CABLE
GUIDE POST
RGWM GUIDE RAIL, W BEAM, MEDIAN
RPB PARKING BUMPER
RAIL, PHOTO, LARGE SCALE
RAIL, PHOTO, SMALL SCALE
RAIL, SURVEY, LARGE SCALE
RGP_P
CONDUIT, UNDERGROUND
POLE, GUY WIRE
UTV
UTVH
UTVO
CLEAR ZONE
HAVE CORRESPONDING EXISTING FEATURES.
FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
BE LABELED ON THE PLANS.
SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD
MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
DRAWINGS).
LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE
PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING
CORRESPONDING PROPOSED FEATURES.
FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
6.
5.
4.
3.
2.
1.
NOTES
3
BRIDGES CULVERTS
J O
EWFG
GDH
LELS
LFP
LMB
LPB
LPST
LRB
LSHC
LSHD
LTC
LTD
LTS
LUKP
LANDSCAPE
GEOTECHNICAL
ENVIRONMENTAL
SDEL
SRM
GB
SF
SANTENNAS
STR., INLET PROT., HAY/STRAW
STR., INLET PROT., PREFAB.
STR., INLET, OUTLET PROT.
UUB UNKNOWN, BOX
H/S
DSMTXX_P
1
2
3
4
5
MEPAP_P
MEPP_P
MEPSP_P
MFAP_P
MFP_P
MFSP_P
EIOP_P
EIPGB_P
EIPHS_P
EIPP_P
EIPSF_P
ETRS_P
ADPI_P
DETOUR, POINT OF INTERSECT.
DETOUR, POINT ON LINE
POINT OF C0MPOUND CURVATURE
POINT OF VERT. INTERSECTION
POINT OF VERTICAL TANGENCY
SPIRAL POINT OF INTERSECTION
UNKNOWN POINT
SB P BACK TO BACK, PROPOSED
RFM
DST"X" P "X" = I, K, L, M, O, P, U
"X" = F, G, N, O, P, R
CELL NAME DESCRIPTION
VEHICLE TO RDWY TRANSCEIVER
PORT. SPEED & COUNT SENSOR
FIBER OPTIC X-CONNECT CABINET
TWZFLG_P FLAGGER
TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT
TWZWVA_P
4
BRIDGES CULVERTS
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ENSURE THAT NO PROPOSED WORK EXTENDS BEYOND THE
BOUNDARY AT THE BEGINNING OF THE PROJECT AND
** - THE CONTRACTOR SHALL ESTABLISH THE HIGHWAY
ITEM NO. DESCRIPTION UNIT
AND THE SIDEWALK SHALL BE A EXPANSION JOINT.
EXISTING RETAINING WALL. IN BETWEEN THE RETAINING WALL
G 2+32 RIGHT SIDE SHALL BE PLACED AGAINST TO THE
THE BACKSIDE ON THE SIDEWALK FROM STATION G 1+32 TO
NOTE:
BOTTOM OF SUBBASE.
THE BOTTOM LIMITS OF EXCAVATION (ITEM 203.02) SHALL BE AT THE 4.
608.0101) SHALL BE 6" THICK FROM CURB CUT TO CURB CUT.
WHEN SIDEWALKS ARE CROSSING DRIVEWAYS THE CONCRETE (ITEM 3.
RUNNING BOND PATTERN.
ITEM 608.01020005 SHALL BE A COLOR OF RED FS 11136 AND HAVE A
THE COLORED AND IMPRINTED PORTLAND CEMENT CONCRETE SIDEWALK, 2.
BE PAID FOR UNDER ITEM 203.02.
ALL EARTHWORK AND CURB REMOVAL, EXCEPT FOR MILLED AREA, SHALL 1.
609.0203
608.020102
608.01020005
608.0101
407.0103
402.128203
304.12
203.02
CONTROL STRIPS
HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS ,AND VEGETATION
COLORED AND IMPRINTED PORTLAND CEMENT CONCRETE SIDEWALK
CONCRETE SIDEWALKS AND DRIVEWAYS
SUBBASE COURSE, TYPE 2
UNCLASSIFIED EXCAVATION AND DISPOSAL
SIDEWALK
VARIES
RT TO MATCH EXISTING SIDEWALK (GRAND ST.)uSTA. B 4+19
RT TO MATCH EXISTING SIDEWALK (GRAND ST.)uSTA. B 3+88
LT TO MATCH EXISTING SIDEWALK (MAY ST.)uSTA. B 5+66
PROPOSED SIDEWALK WITH NO SNOW STORAGE AREA
TYPICAL SECTION
FULL DEPTH SAWCUT,
INCLUDED UNDER 609.0203
CONTINUOUS BED, COST
AND ITEM 610.1602
4" ITEM 610.1403
SIDEWALK
2" ITEM 402.128203
6" ITEM 304.12
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
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ON:
ALTERED BY:
6"
SIDEWALK
2" ITEM 402.128203
6" ITEM 304.12
SNOW STORAGE
3’-6"
HIGHWAY BOUNDARY**
TYPICAL SECTION
MATCH EXISTING
LIMITS OF ITEM 203.02
PROPOSED SIDEWALK ALONG HIGHWAY BOUNDARY WITH STAMPED CONCRETE SNOW STORAGE AREA
(TYP.)
SIDEWALK
VARIES
876101_CPH_TYP-2
CUTTING PAVEMENT
SURVEY OPERATIONS
STONE CURB, GRANITE, TYPE C
PLANT PRODUCTION QUALITY ADJUSTMENT TO 608.020102
LF
LF
LS
SY
CY
LF
LF
QU
BOTTOM OF SUBBASE.
THE BOTTOM LIMITS OF EXCAVATION (ITEM 203.02) SHALL BE AT THE 4.
608.0101) SHALL BE 6" THICK FROM CURB CUT TO CURB CUT.
WHEN SIDEWALKS ARE CROSSING DRIVEWAYS THE CONCRETE (ITEM 3.
RUNNING BOND PATTERN.
ITEM 608.01020005 SHALL BE A COLOR OF RED FS 11136 AND HAVE A
THE COLORED AND IMPRINTED PORTLAND CEMENT CONCRETE SIDEWALK, 2.
BE PAID FOR UNDER ITEM 203.02.
ALL EARTHWORK AND CURB REMOVAL, EXCEPT FOR MILLED AREA, SHALL 1.
608.020102
608.01020005
608.0101
490.30
407.0103
402.128203
304.12
304.11000008
203.02
STRAIGHT TACK COAT
TYPICAL SECTION
CONTRACTOR SHALL TAKE EXTRA CARE
NOT TO SCALE
LT TO MATCH EXISTING SIDEWALK (WASHINGTON AVE.)uSTA. M 0+86
LTu TO STA. M 3+49uSTA. M 1+38
LT u TO STA. M 0+77uSTA. M 0+71
6" ITEM 304.12
12" ITEM 304.12
TYPICAL SECTION
ITEM 203.02
LIMITS OF
JOINT
EXPANSION
PROPOSED SIDEWALK WITH STAMPED CONCRETE SNOW STORAGE AREA WITH CONCRETE CURB
SIDEWALK
ITEM 609.0401
CONCRETE CURB
EXISTING SUBBASE
6" ITEM 304.11000008
12" ITEM 304.11000008
BRIDGES CULVERTS
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ON:
ALTERED BY:
1 ON 4 OR CURB REVEAL - 4" MINIMUM, 6" PREFERRED
4" ITEM 608.020102
AND ITEM 610.1602
4" ITEM 610.1403
TYPICAL SECTION
1.5% 1.5%
LT TO MATCH EXISTING SIDEWALK (MAY ST.)uSTA. B 5+97
LT TO MATCH EXISTING SIDEWALK (VAN GUILDER AVE.)uSTA. M 4+32
LT TO MATCH EXISTING SIDEWALK (VAN GUILDER AVE.)uSTA. M 3+89
LT TO MATCH EXISTING SIDEWALK (WASHINGTON AVE.)uSTA. M 1+23
RT TO MATCH EXISTING SIDEWALK (LOCKWOOD AVE.)uSTA. G 9+30
LT TO MATCH EXISTING SIDEWALK (VAN GUILDER AVE.)u STA. G 5+73
LT TO MATCH EXISTING SIDEWALK (VAN GUILDER AVE.)u STA. G 5+41
LTu TO STA. G 1+38u STA. G 1+25
RTu TO STA. G 1+37uSTA. G 1+19
EXISTING SURFACE
PROPOSED SIDEWALK AND ASPHALT SNOW STORAGE AREA WITH CONCRETE CURB
NOT TO SCALE
ITEM 203.02
LIMITS OF
6" ITEM 304.11000008
6" ITEM 304.12
12" ITEM 304.12
2" ITEM 402.128203
RIGHT OF WAY
TREE CUTTING RESTRICTIONS
LIGHTING NOTES
WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN THE BID ALL ITEMS AND MATERIALS
AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA
THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING TO BECOME FAMILIAR WITH THE PRESENT CONDITIONS 17.
OPERATIONS.
THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER ITEM 625.01-SURVEY
THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH SECTION 625 OF 16.
OPERATIONAL AT ALL TIMES (A.O.B.E.). THIS WORK SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.
THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND FULLY 15.
THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.
REQUIRED. THERE SHALL BE NO DIRECT PAYMENT FOR ANY DE-WATERING SYSTEMS. COST SHALL BE INCLUDED IN
PROVISIONS TO DE-WATER EXCAVATIONS, DUE TO CONSTRUCTION OPERATIONS ALONG THE PROJECT MAY BE 14.
BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.
OF THE ENGINEER AND SHALL BE STRUCTURALLY CAPABLE OF CARRYING ALL IMPOSED LOADS. THE COST SHALL
THAT ARE TO BE COVERED (A.O.B.E.). THE PLATES SHALL BE SECURELY FASTENED DOWN TO THE SATISFACTION
SPECIFICATIONS. IN ADDITION, A MINIMUM OF 1-INCH THICK PLATE WILL BE REQUIRED OVER ALL EXCAVATIONS
WITH THE PROVISIONS OF SECTION 107.05 "SAFETY & HEALTH REQUIREMENTS" OF THE NYSDOT STANDARD
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATIONS IN ACCORDANCE 13.
SHALL BE RESTORED TO AN ACCEPTABLE CONDITION AS SPECIFIED BY AND SATISFACTORY TO THE ENGINEER.
PAVED AREAS DISTURBED BY THE CONTRACTOR AS PART OF WORK TO BE PERFORMED UNDER THIS CONTRACT, 12.
THE VARIOUS ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT SHALL BE MADE.
OR THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT STRUCTURES, ROADWAYS OR
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY BE REQUIRED 11.
A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE PRICE BID FOR THOSE ITEMS.
WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF SUPPLYING 10.
ITEMS IN THE CONTRACT.
OF WORK FOR WHICH NO PAY ITEM IS INDICATED SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS
UNDER THE HEADING GENERAL NOTES UNLESS PAYMENT IS SPECIFICALLY INDICATED BY ITEM NUMBER. THE COST
NO PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE SPECIFICATIONS, OR 9.
THE ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE FOR THE APPROPRIATE ITEMS.
IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR AS ORDERED BY
THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT PROGRESSES WHICH 8.
THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.
PROVIDE POSITIVE DRAINAGE SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THE COST FOR
OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES ADJACENT TO THE WORK SITE. ALL MEASURES TAKEN TO
FROM THE TRAVEL LANES AND CONTROL OF THE RUNOFF TO PREVENT EROSION, POLLUTION, SEDIMENTATION OR
AT ALL TIMES, THE CONTRACTOR SHALL TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE OF SURFACE RUNOFF 7.
ITEMS IN THE CONTRACT.
FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED BY THE VARIOUS
DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL BE PAID AT THE UNIT BID PRICE
MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN BY THE
THERE SHALL BE NO CLAIM AGAINST THE CITY BY THE CONTRACTOR FOR WORK PERTAINING TO MODIFICATIONS AS 6.
THIS CHECK OF CONDITIONS AND DIMENSIONS SHALL BE SO NOTED ON THE DRAWINGS SUBMITTED FOR APPROVAL.
THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS APPROVED BY THE ENGINEER. THE RESULTS OF
THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS, AND MAKE
THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND DIMENSIONS WITH 5.
WITH THE CONDITIONS AND A.O.B.E.
CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE
INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO
COMMENCEMENT. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER
PROJECTS, THE EXACT EXTENT OF THE WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE
THE CONTRACTOR’S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE OF RECONSTRUCTION 4.
DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.
ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT DRAWINGS. SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC 3.
SUPPLEMENT SHALL BE IN EFFECT FOR THIS PROJECT.
CURRENT NATIONAL "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) WITH NEW YORK STATE 2.
CURRENT ADDITIONS AND MODIFICATIONS, SHALL BE IN EFFECT FOR THIS PROJECT.
NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) OFFICE OF ENGINEERING, DATED MAY 1, 2008 WITH
MATERIAL AND CONSTRUCTION SPECIFICATIONS: "STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS". 1.
ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONALLY AND ARE FULLY DIMENSIONED.
DETAILS ON THE DRAWINGS LABELED AS ’NOT TO SCALE’ ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. 20.
THE CONTRACT.
WATERING NEEDED FOR VEGETATION AND OTHER LANDSCAPING ITEMS SHALL BE INCLUDED UNDER EACH RESPECTIVE ITEMS IN 19.
REGULATIONS.
THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE OSHA 18.
COMENCEMENT OF WORK IN THIS AREA.
TABLE. THE CONTRACTOR IS TO COORDINATE WITH UNITED WATER WESTCHESTER AT LEAST ONE WEEK PROIR TO THE
UNITED WATER WESTCHESTER FORCES ARE TO ADJUST OR RELOCATE ALL WATERVALVES THAT ARE LOCATED IN THE UTILITY 7.
ALL ELECTRICAL CONDUIT PLACEMENT SHALL CONFORM TO THE NYSDOT STANDARD SHEETS, SPECIFICATION SECTION 680-04.6.
INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.
VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF PROVIDING PROTECTION OF UNDERGROUND UTILITIES SHALL BE
METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY SO THAT WHEEL LOADINGS FROM CONSTRUCTION
THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE FROM DAMAGE DURING THE CONSTRUCTION. 5.
CONTRACT PROPOSAL FOR SPECIAL CONTRACTOR’S SAFETY REQUIREMENTS.
HIGH VOLTAGE LINES MAY BE PRESENT WITHIN THE PROJECT LIMITS. REFER TO ELECTRICAL SAFETY NOTE CONTAINED IN THE 1.
THE SATISFACTION OF THE ENGINEER.
PART OF THE INTENDED WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE CITY AND TO
INCLUDED AS PART OF THE INTENDED WORK. ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT
RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT
THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS NOT TO DAMAGE THESE ITEMS. THE CONTRACTOR WILL BE HELD
NUMEROUS STRUCTURES AND VEGETATION/SHRUBS ARE PRESENT WITHIN THE WORK LIMITS AND ARE TO REMAIN IN PLACE. 1.
ASSUME SUBGRADE IMPROVEMENTS WILL NOT BE REQUIRED.2.
FOR EMBANKMENT CONSTRUCTION.*NOT SUITABLE* ASSUME ALL EXCAVATED MATERIAL IS 1.
SPECIAL NOTES FOR QUALITY ASSURANCE AND APPROVAL OF MATERIALS
THE UNDERGROUND UTILITY INFORMATION SHOWN ON THE PLANS IS BASED UPON THE FOLLOWING:4.
LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.
THE CONTRACTOR SHALL MAKE EXPLORATIONS AS MAY BE NECESSARY TO DETERMINE THE DIMENSIONS AND LOCATIONS OF 3.
FORCES MAY DO THE WORK, AND THE COST THEREOF CHARGED AGAINST THE CONTRACTOR.
THE CONTRACTOR DOES NOT MAKE IMMEDIATE NECESSARY REPAIRS, THE RESPECTIVE OWNING COMPANIES OR MUNICIPAL
RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGE UTILITIES SHALL BE AT THE EXPENSE OF THE CONTRACTOR. IF
CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CEASE WORK UNTIL SERVICE IS
IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION IN SAID SERVICE, THE 2.
TO HAVE UNDERGROUND UTILITIES LOCATED.
THE COURSE OF CONSTRUCTION IS PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO CALL DIG SAFELY N.Y.
AND TAKE NECESSARY PRECAUTIONS SUCH THAT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING
ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CONDUCT HIS OPERATIONS
APPROXIMATE ONLY. THEIR EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL UTILITY LINES, WHETHER
LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE CONSTRUCTED ARE 1.
SOLELY FROM EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)
QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS WAS DERIVED
JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)
OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL
QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN
PLANS. NO EXCAVATIONS WERE PERFORMED. (SHOWN AS QLB)
POINT OF THEIR DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE
OF SUBSURFACE UTILITY FACILITIES. QUALITY LEVEL B DATA ARE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY
CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION
BEEN OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND
QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS
ATTRIBUTES. (SHOWN AS QLA)
DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS, AS WELL AS THEIR OTHER OWN FACILITY
FACILITIES) OF THE SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT TO
OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY
QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN
THIS PROJECT THROUGH NYSDOT- APPROVED MANUFACTURING, BATCHING AND FABRICATION FACILITIES.
THE CONTRACTOR AGREES THAT IT, AND ALL SUBCONTRACTORS AND SUPPLIERS WILL ONLY ACQUIRE MATERIALS FOR 5.
THEREOF, THAT ARE TO BE INCORPORATED INTO THIS PROJECT.
THE NAME AND ADDRESS OF ALL FABRICATORS MANUFACTURING STRUCTURAL CONCRETE ITEMS, OR ANY PORTION C.
ARE TO BE INCORPORATED INTO THIS PROJECT.
THE NAME AND ADDRESS OF ALL FABRICATORS OF STRUCTURAL STEEL ITEMS, OR ANY PORTION THEREOF, THAT B.
OFF-SITE QUALITY INSURANCE IN ACCORDANCE WITH NYSDOT SPECIFICATIONS .
THE NAME AND ADDRESS OF ALL MANUFACTURERS OF ANY MATERIAL, OR PORTIONS THEREOF, REQUIRING A.
PROJECT LIAISON.
SHALL PROVIDE THE FOLLOWING INFORMATION TO THE CITY, ITS CONSULTANT AND THE NYSDOT REGIONAL LOCAL
AS SOON AFTER AWARD IS PRACTICABLE, AND PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR 4.
AUTHORIZATION FROM THE CITY AND/OR ITS CONSULTANT.
APPROVAL OF THE CITY AND/OR ITS CONSULTANT TO BE SHIPPED TO THE PROJECT SITE PRIOR TO RECEIVING
THE CONTRACTOR WILL NOT ALLOW ANY OFF-SITE MATERIALS THAT ARE SUBJECT TO THE INSPECTION AND 3.
ARE FINAL AND WILL ACCEPT THEM AS SUCH.
CONCRETE STRUCTURAL ELEMENTS AND/OR OTHER COMPONENTS, THE CONTRACTOR UNDERSTANDS THEIR DECISIONS
APPROVAL/REJECTION OF MATERIALS SUCH AS HOT MIX ASPHALT, PORTLAND CEMENT CONCRETE, STRUCTURAL STEEL,
WHEN THE CONTRACTOR RECEIVES DIRECTION FROM THE CITY AND/OR ITS CONSULTANT, REGARDING THE 2.
PROJECT WILL BE PERFORMED BY THE CITY AND/OR ITS CONSULTANT.
THE CONTRACTOR UNDERSTANDS AND AGREES THE INSPECTION AND APPROVAL OF MATERIALS TO BE USED ON THIS 1.
PART ITEM 206.03 - CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION.
CONDUIT INSTALLATION AND POLE INSTALLATION IS UNACCEPTABLE. COST FOR SIDEWALK REPLACEMENT SHALL BE PAID FOR AS
CONTRACTOR SHALL REPLACE THE ENTIRE SIDEWALK SLAB TO THE EXPANSION JOINT. SAWCUT AND REPAIR OF SIDEWALK FOR
WHEN CONDUIT EXCAVATION AND POLE EXCAVATION IS REQUIRED IN EXISTING SIDEWALK AREAS NOT BEING REPLACED, 5.
POWER SOURCE.
THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY TO DETERMINE THE EXACT LOCATION OF THE 4.
MADE BY THE APPROPRIATE UTILITY COMPANY.
UNDER NO CONDITION SHALL THE CONTRACTOR MAKE THEIR OWN SERVICE CONNECTIONS. ALL SERVICE CONNECTIONS SHALL BE 3.
TAKEN OVER BY THE CITY OF NEW ROCHELLE.
THE CONTRACTOR IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND 2.
INSTALLATION OF DECORATIVE LIGHTS SHALL ALSO BE COORDINATED WITH THE DEPARTMENT OF PUBLIC WORKS.
THE CONTRACTOR SHALL INSTALL DECORATIVE LIGHT POLES A MINIMUM OF 1’-6" FROM THE FACE OF CURB TO THE POLE BASE. 1.
OCCUR FROM APRIL 1 TO OCTOBER 30.
OR LARGER MEASURED AT BREAST HEIGHT CAN ONLY BE CUT FROM OCTOBER 31ST TO MARCH 31ST. NO TREE CUTTING WILL
DUE TO THE POSSIBLE PRESENCE OF PROTECTED BAT SPECIES, THE CONTRACTOR SHALL BE AWARE THAT TREES 3" DIAMETER 2.
BREAST HEIGHT (DBH).
DIRECTED TO THE FACT THAT TREE CUTTING RESTRICTIONS APPLY TO TREES THAT ARE 3 INCHES OR GREATER DIAMETER AT
SEPTENTRIONALIS), BOTH FEDERAL AND STATE LISTED ENDANGERED SPECIES, THE CONTRACTOR’S ATTENTION IS HEREBY
IN ORDER TO PREVENT ANY DIRECT IMPACT OF INDIANA BAT (MYOTIS SODALIS), AND NORTHERN LONG-EARED BAT (MYOTIS 1.
REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR’S EXPENSE (STANDARD SPECIFICATIONS SECTION 107-08 AND 107-13).
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES SHALL BE SATISFACTORILY 4.
FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTIONS 105-15, 107-13).
SHALL NOT INVADE UPON PRIVATE PROPERTIES, LAND OR BUILDINGS OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT
PROVIDED BY THE ENGINEER IN CHARGE AND IN NO INSTANCE ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR
OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL CONTRACT WORK 3.
ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).
VICINITIES, THE CONTRACTOR MUST CONTACT THE ENGINEER IN CHARGE FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHT-OF-WAY WHEN THE CONTRACT CALLS FOR WORK IN THOSE 2.
INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.
AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT; GRADING, SEEDING AND INSTALLATION OF TURF; AND THE
PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS
SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL WORK IS BEING
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN ACCORDANCE WITH 1.
DUST OR ANY OTHER POLLUTION ASSOCIATED WITH THE CONTRACTOR’S OPERATIONS.
WATER BODY BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS OR PAINT CONCRETE OR LEACHATE,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TAKE APPROPRIATE MEASURES TO PREVENT CONTAMINATION OF 3.
CERTIFICATIONS/PERMITS THAT PERTAINS TO THIS PROJECT.
THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF ANY APPLICABLE FEDERAL OR STATE 2.
SEPARATE PAYMENT WILL BE MADE.
DEBRIS DURING THE COURSE OF CONSTRUCTION. COST TO BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT. NO
THE CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM SO THAT IT REMAINS FREE OF SEDIMENT AND 1.
ITEM 209.1003 IS TO BE PROVIDED WHEN ON ANY EXPOSED SOIL A.O.B.E.7.
GRADED SLOPES WITHIN TWO DAYS OR AS ORDERED BY THE ENGINEER.
THE CONTRACTOR SHALL GRADE AND TRIM ALL SLOPES AS THE EXCAVATION PROGRESSES AND AT A MINIMUM MULCH ALL FINAL 6.
COST TO BE INCLUDED IN THE UNIT BID PRICE OF VARIOUS ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT WILL BE MADE.
DISCHARGE IS FREE AND CLEAR OF SEDIMENT A.O.B.E. THE LOCATION AND DESIGN SHALL BE APPROVED BY THE ENGINEER. ALL
IN THE EVENT DEWATERING OPERATIONS BECOME NECESSARY, A SETTLING BASIN WILL BE REQUIRED UNLESS THE PUMP 5.
OR DISPOSAL SITE, IF NO ON-SITE AREA IS SUITABLE FOR TREATMENT OF WASH WATER AS DETERMINED BY THE ENGINEER.
BODY, POLLUTED WATER SHALL BE COLLECTED AND TRANSPORTED TO AN OFF- SITE, APPROVED WASTE TREATMENT FACILITY
DURING CONCRETE POURING, NO FRESH CONCRETE LEACHATE, OR WASH WATER SHALL BE ALLOWED TO ENTER INTO ANY WATER 4.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
TRAFFIC CONTROL NOTES
DROPOFFS SHALL BE ADDRESSED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND APPLICABLE 1.
BASIC WORK ZONE TRAFFIC CONTROL.
STANDARD SPECIFICATIONS, NYCRR, OR AOBE SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01,
AND/OR MODIFICATION AND/OR RESTORATION OF EXISTING SIGN PANELS) AS NOTED IN THE PLANS,
ALL SIGNS NECESSARY FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC (INCLUDING RELOCATION 9.
ITEM 619.01, BASIC WORK ZONE TRAFFICE CONTROL.
TRAFFIC AS DETERMINED BY THE ENGINEER. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR
PERMANENT, TEMPORARY, OR CONSTRUCTION, NEEDED FOR THE MAINTENANCE AND PROTECTION OF
THE CONTRACTOR SHALL TRIM ANY FOLIAGE OBSTRUCTING THE VISIBILITY OF SIGNS; WHETHER 8.
INCLUDED UNDER ITEM 619.01.
SIDE ROADS, SIGNS SHOULD BE MOVED UPSTREAM AS DIRECTED BY THE ENGINEER. COST TO BE
ADVANCE SIGNING OBSTRUCTS THE VISIBILITY OF THE FLAGGER OR CONFLICTS WITH DRIVEWAYS OR 7.
ITEM 619.01.
BARRICADE W/FLASHING BEACON SHALL BE PLACED AT THE POINT OF NEED. COST INCLUDED UNDER
CONDITION. THE "BUMP" (W8-1) SIGNS SHALL BE PLACED ON A TYPE III BARRICADE. A TYPE III
SECTIONS) SHALL BE POSTED WITH "BUMP" (W8-1) SIGNS TO BE LOCATED IN ADVANCE OF THE
THE UNEVEN TRANSVERSE PAVEMENT SURFACES, (IE., PAVEMENT REBATES, END OF PAVED OR MILLED 6.
SIGNS SHALL BE COVERED OR REMOVED WHEN THERE IS NO CONSTRUCTION CONDITION IN EFFECT.
INTERSECTION. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARD SHEET. THESE
ROADS (EXCEPT DEAD END STREETS) WHENEVER A CONSTRUCTION CONDITION EXISTS AT OR NEAR THE
1/2 MILE,’ OR ’ROAD WORK AHEAD’ INITIAL WARNING SIGNS (W20-1) AT ALL RAMPS AND ON ALL SIDE
THE CONTRACTOR SHALL INSTALL GUIDE SIGNS (G20-2) AT THE LIMITS OF THE PROJECT, ’ROAD WORK 5.
SPECIFIED IN THE MUTCD (2009).
THE SIGN BEING PARTIALLY COVERED. ANY REGULATORY SIGNS REQUIRED SHALL BE THE COLORS
PORTIONS OF EXISTING SIGNS SHALL BE A COLOR AND REFLECTORIZED MATERIAL MATCHING THAT OF
THE NYCRR SHALL BE BLACK LEGEND ON ORANGE BACKGROUND). BLANK COVERS USED TO COVER
THE COLORS SPECIFIED IN THE MUTCD (2009). (ANY AUXILIARY SIGNS WHICH ARE NOT INCLUDED IN
EMERGENCY SERVICE MARKERS, ROUTE MARKERS AND THEIR CORRESPONDING AUXILIARY SIGNS SHALL BE 4.
BE IN ACCORDANCE WITHN THE APPLICABLE STANDARD SHEET.
COLORS USED FOR CONSTRUCTION SIGNING (INCLUDING TEMPORARY OR MODIFIED GUIDE SIGNS) SHALL 3.
STANDARD SPECIFICATIONS.
FLEXIBLE PANEL AND LIGHTWEIGHT RIGID PANELS SHALL BE MOUNTED IN ACCORDANCE WITH THE
AUXILIARY PANEL BELOW THE PRIMARY PANEL, THE MINIMUM MOUNTING HEIGHT SHALL BE 6 FEET.
ROADWAY SURFACE TO THE BOTTOM OF THE LOWEST SIGN PANEL. FOR SIGNS INCORPORATING AN
RIGID SIGN PANELS SHALL HAVE A MINIMUM MOUNTING HEIGHT OF 7 FEET, MEASURED FROM THE 2
PLANS, APPLICABLE STANDARD SHEETS, SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER.
CONSTRUCTION, MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE MUTCD (2009), THE
THE CORRECT SEQUENCE AND SPACING OF APPROPRIATE SIGNS, WHETHER PERMANENT, TEMPORARY, OR 1.
AOBE.
FEDERAL MUTCD OR APPLICABLE STANDARD SHEET USING AN APPROACH SPEED OF 30 MPH OR
TAPER LENGTHS FOR CLOSURES AND LATERAL SHIFTS OF TRAVEL LANES SHALL CONFORM TO THE 1.
PROIR TO THE COMENCEMENT OF WORK NEAR ANY WATER VALVES.
THE CONTRACTOR IS TO COORDINATE WITH UNITED WATER WESTCHESTER AT LEAST ONE WEEK 4.
ENGINEER.
OTHER TIMES WHEN VISIBLITY IS REDUCED LESS THAN 1,000 FEET, UNLESS DIRECTED BY THE
NO TEMPORARY LANE CLOSURES SHALL BE ALLOWED BEFORE SUNRISE OR AFTER SUNSET OR AT 3.
RESTRICTED TO ONE SIDE OF THE ROADWAY AT A TIME.
ALL VEHICLES, EQUIPMENT, WORKERS, AND TEMPORARY TRAFFIC CONTROL ZONES SHALL BE 2.
IN THE AREA TO ENSURE THERE ARE NO CONFLICTS.
SUBCONTRACTORS WORK, PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION ACTIVITIES
THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK, 1.
ALLOWED. STEEL PLATES MAY BE USED TO MAINTAIN NORMAL TRAFFIC FLOW
AT THE END OF THE WORKDAY, TRAFFIC FLOW SHALL BE RESTORED. NO OPEN EXCAVATIONS WILL BE 9.
FORTY-FIVE (45) CALENDAR DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.
TO THE ENGINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE A MINIMUM OF
ZONE TRAFFIC CONTROL PLAN. SUCH CHANGES TO THE BASIC CONCEPT OR SCOPE MUST BE SUBMITTED
PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE BASIC CONCEPT OR SCOPE OF THE WORK
DESIGNEE A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH
ZONE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE WORK 8.
SHALL BE DOCUMENTED TO THE ENGINEER. COST TO BE INCLUDED UNDER ITEM 619.01.
DESIGNATED AS THE PROJECT TRAFFIC CONTROL SUPERVISOR. THIS PERSON(S) NAME AND EXPERIENCE
PROVISIONS OF SECTION 105-08 OF THE SPECIAL SPECIFICATIONS SHALL APPLY. A PERSON SHALL BE
MAINTENANCE AND PROTECTION OF TRAFFIC IS CONSIDERED SPECIAL/SKILLED WORK, AND ALL 7.
FIGURES 6H-4, 6H-17 AND 6H-35, AS APPLICABLE, OF THE MUTCD.
WORK ZONE TRAFFIC CONTROL FOR MOBILE OPERATIONS SHALL BE PROVIDED IN ACCORDANCE WITH 6.
AND PROTECTION OF TRAFFIC DURING CONSTRUCTION.
PRIOR WRITTEN APPROVAL MUST BE RECEIVED FROM THE ENGINEER TO ALTER PLANS FOR MAINTENANCE 4.
PROTECTION SHALL BE PROVIDED WHEN ORDERED BY THE ENGINEER.
NOTED THEREIN, AND ON THE PLANS, ARE TO BE CONSIDERED MINIMUM STANDARDS, ADDITIONAL
THE PLANS, THE PROVISIONS OF THE MUTCD (2009) SHALL APPLY. THE STANDARDS OF APPLICATION
FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOT SPECIFIED IN 3.
HIGHWAYS.
YORK STATE SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE NEW
AS DEFINED IN SECTION 101-02 OF THE STANDARD SPECIFICATIONS, THE MUTCD CONSISTS OF THE 2.
ENGINEER-IN-CHARGE.
WORK ZONE TRAFFIC CONTROL DETAILS INCLUDED IN THESE PLANS, OR AS DIRECTED BY THE
SECTION 619 OF THE STANDARD SPECIFICATIONS, MUTCD (2009), APPLICABLE STANDARD SHEETS, THE
TRAFFIC SHALL BE MAINTAINED THROUGH OUT THE DURATION OF THE CONTRACT IN ACCORDANCE WITH 1.
SHALL REOPEN GRAND STREET FOR TWO WAY TRAFFIC.
ALTERNATING ONE WAY TRAFFIC. AT THE END OF DAILY CONSTRUCTION OPERATIONS THE CONTRACTOR
UTILIZE AN INTERSECTION FLAGGING OPERATION (NYSDOT STANDARD SHEET 619-61) TO MAINTAIN
GRAND STREET IS TO REMAIN OPEN AT ALL TIMES. DURING WORKING HOURS, THE CONTRACTOR SHALL 6.
FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL.
AT APPROPRIATE LOCATIONS OR AOBE. ALL COSTS INVOLVED SHALL BE INCLUDED IN THE PRICE BID
CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE ERECTED AND FLAGGERS POSTED
WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE HIGHWAY WITHIN THE TEMPORARY TRAFFIC 5.
WORK AREA. ALL COSTS SHALL BE PAID FOR UNDER ITEM 619.01.
SUITABLE RAMPS SHALL BE CONSTRUCTED TO MAINTAIN A SMOOTH TRANSITION TO AND FROM THE
LOADS. THIS CAN BE ACCOMPLISHED BY PLACING THE STEEL PLATE(S) ON DUNNAGE OR AOBE.
STEEL PLATE(S) IN A MANNER TO ENSURE THE FRESH CONCRETE WILL NOT BE SUBJECT TO VEHICLE
CURING DURATION HAS OCCURRED. DRIVEWAYS SHALL BE PLATED WITH A MINIMUM OF 1" THICK
AFTER CONCRETE HAS BEEN PLACED, DRIVEWAYS SHALL NOT BE REOPENED UNTIL THE PROPER 4.
TEMPORARILY RESTORE ACCESS. ALL COSTS SHALL BE PAID FOR UNDER ITEM 619.01.
WORKDAY, A STEEL PLATE A MINIMUM OF 1" THICK SHOULD BE USED TO SPAN THE TRENCH TO
IF TRENCHING OPERATIONS SUCH AS CURB INSTALLATION ARE NOT COMPLETE DURING A SINGLE
ENTRANCE/EXIT WITH CRUSHED STONE OR COLD PATCH ASPHALT TO ALLOW VEHICLES SAFE PASSAGE.
END OF EACH WORK DAY. ACCEPTABLE TEMPORARY DRIVEWAY REESTABLISHMENT IS BY WEDGING THE
DRIVEWAYS SHOULD BE REESTABLISHED AS SOON AS POSSIBLE AND AT A MINIMUM REOPENED AT THE 3.
FOR UNDER ITEM 619.01.
7/15 AND 7/16". TEXT SHALL BE A MINIMUM OF 3" HIGH AND COST FOR SIGNAGE IS TO BE PAID
WORK DATES AND HOURS. EXAMPLE SIGNAGE IS AS FOLLOWS: "DRIVEWAY CLOSED 7AM TO 3PM ON
TIMES. NOTIFICATION SHALL BE PERFORMED BY SIGNING THE DRIVEWAY ENTRANCE/EXIT WITH THE
FOR PROPERTIES WITH MULTIPLE ACCESSES, AT LEAST ONE DRIVEWAY SHALL REMAIN OPEN AT ALL
OWNERS/RESIDENTS A MINIMUM OF 48 HOURS PRIOR TO RESTRICTING ACCESS OR PERFORMING WORK.
PRIOR TO PERFORMING DRIVEWAY RECONSTRUCTION, CONTRACTOR SHALL NOTIFY PROPERTY 2.
CONTROL.
DRUMS, ETC.) SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC
INCLUDED IN ITEM 619.01. THE COSTS FOR ANY OTHER DELINEATION AND GUIDING DEVICES (CONES,
THEM BY MEANS OF SIGNS, CONES, AND OR DRUMS AOBE. THE COSTS FOR SIGNS SHALL BE
DRIVEWAYS AND SHALL MAINTAIN THEM THROUGH ALL PHASE WORK AREAS AND SHALL DELINEATE
THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH PROPER ACCESS AOBE TO THEIR 1.
TRAFFIC CONTROL PLANS IS GRANTED BY THE ENGINEER.
RELATED WORK. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL APPROVAL OF THE WORK ZONE
MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS ETC.) PAVEMENT MODIFICATION AND ANY OTHER
AND ACCEPTABLE. THIS SHALL INCLUDE, WHERE APPICABLE, ALL SIGNS, SIGNALS, PAVEMENT
TRAFFIC RELATED WORK FOR THAT PHASE, AS DETERMINED BY THE ENGINEER, SHALL BE COMPLETE
PRIOR TO THE START OF ANY CONSTRUCTION PHASE, ALL MAINTENANCE AND PROTECTION OF 1.
THAT STAGE.
TO REMOVE THE TEMPORARY PLASTIC FENCE AFTER COMPLETION OF ALL WORK PERFORMED DURING
PROTECT ALL WORK ZONE AREAS OR AS DIRECTED BY THE ENGINEER IN CHARGE. THE CONTRACTOR IS
THE CONTRACTOR IS TO INSTALL ITEM 607.41010010, TEMPORARY PLASTIC FENCE, AS NEEDED TO 4.
DISTANCES, IN THE STANDARD SPECIFICATIONS.
SHOWN IN TABLE 619-6, GUIDE RAIL AND TEMPORARY CONCRETE BARRIER STANDARD DEFLECTION
OR GUIDE RAIL SHALL NOT BE PLACED OR STORED WITHIN THE APPROPRIATE DEFLECTION DISTANCE
GUIDE RAIL. EQUIPMENT, VEHICLES AND MATERIALS STORED BEHIND TEMPORARY CONCRETE BARRIER
NON-WORKING HOURS AWAY FROM THE PROJECT SITE OR BEHIND TEMPORARY CONCRETE BARRIER OR
CONSTRUCTION EQUIPMENT VEHICLES AND MATERIALS SHALL BE PLACED OR STORED DURING 3.
OF THE VEHICLE OR EQUIPMENT.
IN A MANNER WHICH DOES NOT CAUSE GLARE FOR DRIVERS USING THE ROADWAY OR THE OPERATOR
THE VEHICLE OR EQUIPMENT, ADDITIONAL BEACONS SHALL BE PROVIDED. BEACONS SHALL BE MOUNTED
1000 FEET DURING DAYLIGHT. IF VISIBILITY OF A SINGLE BEACON IS BLOCKED BY A PORTION OF
FLASHING LIGHT EMITTING DIODE (LED) BEACON VISIBLE FROM ALL DIRECTIONS FOR A MINIMUM OF
SHOULDERS SHALL BE EQUIPPED WITH AND SHALL OPERATE A MINIMUM OF ONE AMBER ROTATING OR
ALL VEHICLES AND EQUIPMENT WITHIN THE CONTRACT LIMITS AND ON TRAVEL LANES AND/OR 2.
TRAFFIC CONTROL ITEM.
TRUCK-MOUNTED ARROW PANELS SHALL BE INCLUDED IN THE PRICE BID FOR THE BASIC WORK ZONE
SECTION 6F.61 OF THE MUTCD. THE PRICE OF TRUCK-MOUNTED IMPACT ATTENUATORS AND
PANELS MEETING THE REQUIREMENTS OF SECTION 729-15 OF THE STANDARD SPECIFICATIONS AND
OF THE STANDARD SPECIFICATIONS. ARROW PANELS SHALL BE TRUCK-MOUNTED SERIES B OR C
ATTENUATORS SHALL MEET THE REQUIREMENTS OF NCHRP 350 TEST LEVEL 3 AND SECTION 729-12
WITH TRUCK-MOUNTED IMPACT ATTENUATORS AND TRUCK-MOUNTED ARROW PANELS. IMPACT
ALL BARRIER/SHADOW VEHICLES SHALL WEIGH A MINIMUM OF 18,000 LB AND SHALL BE EQUIPPED 1.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
MAY 27 - 31, 2016
JULY 1 - 5, 2016
SEPTEMBER 2 - 6, 2016
LABOR DAY
INDEPENDENCE DAY
MEMORIAL DAY
9
NO WORK REQUIRING THE CLOSING OF LANES WILL BE PERMITTED ON THE FOLLOWING HOLIDAYS:
OPEN WHEN THE CONTRACTOR’S OPERATIONS ARE CLOSED DOWN OR SUBSTANTIALLY CLOSED DOWN.
THE CONTRACTOR SHALL SCHEDULE WORK SO THAT ALL TRAVEL LANES IN EACH DIRECTION ARE 2.
SHOWN.
THE MINIMUM WIDTH OF ALL TRAVEL LANES AT ALL TIMES SHALL BE 11.0 FT UNLESS OTHERWISE 1.
IDENTIFY AND RESET CHANNELIZING DEVICES DISLODGED BY TRAFFIC.
THE CONTRACTOR SHALL MAKE FREQUENT CHECKS COMMENSURATE WITH TRAFFIC CONDITIONS TO 4.
THE "MARGINAL" CONDITION AT ANY TIME DURING ANY STAGE OF THE CONTRACT.
TEMPORARY TRAFFIC CONTROL DEVICES. THESE DEVICES SHALL NOT BE ALLOWED TO FALL BELOW
THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) MANUAL QUALITY GUIDELINES FOR
APPEAR IN "ACCEPTABLE" CONDITION AS DESCRIBED AND PICTURED IN THE CURRENT EDITION OF
VARIABLE MESSAGE SIGNS, PAVEMENT MARKING TAPE AND RAISED PAVEMENT MARKERS SHALL
CONSTRUCTION BARRICADES, VERTICAL PANELS, WARNING LIGHTS, ARROW PANELS, PORTABLE
THE START OF EACH STAGE IN THE CONTRACT, ALL CONES, TEMPORARY TUBULAR MARKERS, DRUMS, 3.
ENGINEER.
ZONES AND AT ANY LOCATIONS WHERE THE RISK OF INTRUSION IS HIGH, AS DETERMINED BY THE
DAYLIGHT HOURS. DRUMS OR OVERSIZED VERTICAL PANELS ARE PREFERRED FOR ALL OTHER WORK
ARE NORMALLY ADEQUATE FOR WORK ZONES SET UP AND REMOVED ON A DAILY BASIS DURING
TALL CONES, MEETING THE REQUIREMENTS OF SECTION 729-02 OF THE STANDARD SPECIFICATIONS, 2.
619-3.02 J OF THE STANDARD SPECIFICATIONS.
RECOMMENDED PRACTICES FOR CHANNELIZING DEVICES ARE PROVIDED IN THE MUTCD AND SECTION 1.
MATERIAL AND EQUIPMENT AND SHALL LEAVE THE AFFECTED AREA(S) IN A NEAT CONDITION.
UPON COMPLETION OF THE WORK AT EACH LOCATION, THE CONTRACTOR SHALL REMOVE ALL REMAINING 4.
SHOWN IN THE CONTRACT DOCUMENTS OR APPROVED BY THE ENGINEER.
MATERIALS SHALL NOT BE PLACED OR STORED ON OPEN SIDEWALKS OR WALKWAYS UNLESS EXPRESSLY
CONSTRUCTION MATERIALS, VEHICLES, EQUIPMENT, DEBRIS, TEMPORARY SIGN SUPPORTS OR OTHER
OBSTRUCTIONS SHALL BE REMOVED FROM SIDEWALKS OR PEDESTRIAN WAYS THAT ARE OPEN TO TRAFFIC.
LOCATION APPROVED BY THE ENGINEER AND ALL CONSTRUCTION EQUIPMENT, MATERIALS, AND OTHER
AT THE END OF EACH WORK DAY, ALL EXCAVATED MATERIAL SHALL BE TAKEN FROM THE SITE TO A 3.
ALL SIGNS AND DEVICES SHALL BE INCLUDED UNDER ITEM 619.01.
AND STANDARD SHEETS. THE COST TO PROVIDE AND MAINTAIN PEDESTRIAN / BICYCLE ACCESS, INCLUDING
OF PEDESTRIAN / BICYCLE ACCESS PREPARED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A PLAN PROPOSING THE MAINTENANCE 2.
SURFACES.
CONSTRUCTION OPERATIONS NOR CAUSE THE PEDESTRIANS TO WALK UPON UNSUITABLE OR HAZARDOUS
THE PEDESTRIAN PASSAGE SHALL NOT SUBJECT PEDESTRIANS TO HAZARDS FROM TRAFFIC OR
CONTRACTOR SHALL PROVIDE A SAFE AND ORDERLY PEDESTRIAN PASSAGE AROUND THE ACTIVITY AREA.
WHERE EXCAVATIONS OR OTHER WORK OCCUR IN OR NEAR SIDEWALKS OR OTHER PEDESTRIAN WAYS, THE 1.
MEMORIAL HIGHWAY RESTICTIONS
NO LANE CLOSURES OVERNIGHT OR DURING NON-WORKING HOURS3.
NO LANE CLOSURES DURING PEAK HOURS (7-9 AM AND 4-6 PM). 2.
ONLY.
PERMANENT LANE CLOSURES WILL NOT BE PERMITTED ON MEMORIAL HIGHWAY, DAILY CLOSURES 1.
PARKING RESTICTIONS
SIDEWALK REPLACEMENT ON THE EAST SIDE.
THE PARKING ON THE EAST SIDE OF GLOVER JOHNSON PLACE WILL BE PROHIBITED DURING THE 1.
ITEM 619.080101.
CONTRACT PLANS. ANY REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE INCLUDED UNDER
SHEETS FOR TYPICAL MARKINGS). THESE MARKINGS SHALL BE PAID FOR AS SHOWN ON THE
NYCRR AND SHALL INDICATE ACTUAL CONDITIONS AT ALL TIMES. (SEE APPROPRIATE STANDARD
MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE
CHANNELIZING LINES, DOTTED LINES, PLUS ANY MARKINGS ORDERED BY THE ENGINEER. ALL
SHALL INCLUDE AT ALL APPROPRIATE LOCATIONS, EDGE LINES, LANE LINES (SOLID OR BROKEN),
EXISTING, TEMPORARY OR NEW, UNTIL PERMANENT MARKINGS ARE INSTALLED OR RESTORED. THIS
THE CONTRACTOR SHALL PROVIDE PAVEMENT MARKINGS AT ALL TIMES ON ALL PAVEMENT, WHETHER 1.
WITH HORNS, WHISTLES, ETC.) OF APPROACHING DANGER, SUCH AS VEHICLES OUT OF CONTROL.
FLAGGER SHOULD BE STATIONED FAR ENOUGH AHEAD OF THE WORK FORCE TO WARN THEM (FOR EXAMPLE
FLAGGER STATIONS SHOULD BE VISIBLE FAR ENOUGH AHEAD TO PERMIT ALL VEHICLES TO STOP. THE 8.
THIS SITUATION, A POSITION MAY HAVE TO BE TAKEN OPPOSITE THE WORK TO OPERATE EFFECTIVELY.
IS AVAILABLE FOR SAFE HANDLING OF TRAFFIC, THE USE OF ONE FLAGGER MAY BE SUFFICIENT. IN
LOW-VOLUME AND/OR UNUSUALLY LOW-SPEED SHORT LANE CLOSINGS, WHERE ADEQUATE SIGHT DISTANCE
FLAGGER STATION MAY BE REQUIRED FOR EACH DIRECTION OF TRAFFIC. AT TWO WAY, UNUSUALLY
APPROVED BY THE ENGINEER. UNDER CERTAIN GEOMETRIC AND TRAFFIC SITUATIONS, MORE THAN ONE
THE CONTRACTOR SHALL DETERMINE THE NUMBER OF FLAGGERS NEEDED FOR EACH WORK ZONE, AS 7.
FOR THE SAFE HANDLING OF TRAFFIC, AS DETERMINED BY THE ENGINEER.
PRESENT UNUSUALLY LOW SPEEDS AND/OR UNUSUALLY LOW VOLUMES, WITH ADEQUATE SIGHT DISTANCE
EACH FLAGGER SHALL CONTROL NO MORE THAN ONE APPROACH OF TRAFFIC UNLESS THE APPROACHES 6.
WORK ZONE TRAFFIC CONTROL.
DEEMS IT NECESSARY. ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01, BASIC
ENHANCED COMMUNICATION WHEN ONE FLAGGER IS NOT VISIBLE TO THE OTHER OR IF THE ENGINEER
FLAGGERS SHALL BE REQUIRED TO USE TWO-WAY RADIOS, WALKIE-TALKIES, OR OTHER FORMS OF 5.
OR IN ANY OTHER SITUATION AOBE.
THE CONTRACTOR SHALL PROVIDE FLAGGERS WHERE SIGHT DISTANCES ARE IMPAIRED BY THE OPERATION 4.
A CLEAR ESCAPE PATH, FREE OF PARKED VEHICLES, EQUIPMENT OR OTHER OBSTACLES.
IN THE CLOSED/CHANNELIZED LANE. AT ALL TIMES, THE CONTRACTOR SHALL PROVIDE FLAGGERS WITH
FLAGGER SHOULD STAND EITHER ON THE SHOULDER ADJACENT TO THE TRAFFIC BEING CONTROLLED OR
FLAGGERS SHALL NOT POSITION THEMSELVES DIRECTLY IN THE PATH OF ONCOMING TRAFFIC. THE 3.
INCLUDED IN THE PRICE BID FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL.
MOUNTING HEIGHT SHALL BE 6 FT MINIMUM. THE COST OF PADDLES AND ALL FLAGGERS SHALL BE
STOP/SLOW PADDLES USED AS SIGNALING DEVICES SHALL COMPLY WITH MUTCD, EXCEPT THAT THE 2.
INCIDENTAL FLAGGING. FLAGGER SIGNS SHALL NOT BE VISIBLE WHEN FLAGGERS ARE NOT BEING USED.
INCLUDED IN THE PRICE BID FOR 619.01. FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF
PLACED IN ACCORDANCE WITH WZTC 619 STANDARD SHEETS. THE COST OF FLAGGER SIGNS SHALL BE
WHEN FLAGGERS ARE BEING USED FOR TRAFFIC CONTROL PURPOSES, FLAGGER SIGNS (W8-22E) SHALL BE 1.
WORKS AND THE POLICE DEPARTMENT PRIOR TO TEMPORARY LANE CLOSURES.
THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF NEW ROCHELLE’S DEPARTMENT OF PUBLIC 6.
STATE FOR ANY DELAYS OR EXTRA COSTS INCURRED IN COMPLYING WITH THESE RESTRICTIONS.
FREQUENCY WHEN BIDDING THIS PROJECT. THE CONTRACTOR SHALL HAVE NO CLAIM AGAINST THE
OCCURRENCES PER CALENDAR YEAR SHOULD BE TAKEN INTO CONSIDERATION AS A REASONABLE
TIME WHERE SUCH OPERATION WOULD NORMALLY BE PERMITTED. SEVEN (7) ABOVE-DESCRIBED
TRAFFIC CONDITIONS MIGHT FORCE HIS/HER CONSTRUCTION OPERATIONS TO STOP, EVEN DURING
TRAFFIC FLOW. THE CONTRACTOR IS ALSO ALERTED TO THE FACT THAT INCIDENT MANAGEMENT OR
CONDITIONS OR OTHER UNFORESEEN CIRCUMSTANCES ARISE WHICH WOULD ADVERSELY AFFECT THE
OTHER EMERGENCIES. THE STATE MAY ALTER ANY LANE OR SHOULDER CLOSURES SHOULD TRAFFIC
OF INCLEMENT WEATHER, WET OR ICY PAVEMENT, REDUCED VISIBILITY, TRAFFIC ACCIDENTS OR ANY
THE STATE RESERVES THE RIGHT TO PRECLUDE LANE AND/OR SHOULDER CLOSURES DURING PERIODS 5.
SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC DURING OFF PEAK HOURS.
LANE CLOSURES WILL NOT BE ALLOWED. WHEN LANE CLOSURES ARE UTILIZED THE CONTRACTOR
REQUIRED FOR UTILITY SERVICE INTERRUPTIONS AND AS APPROVED BY THE ENGINEER.OVERNIGHT
THERE SHALL BE NO NIGHT WORK BETWEEN THE HOURS OF 7:00 PM AND 7:00 AM EXCEPT AS 4.
CONTRACTOR BEGINS CONSTRUCTION ON THE OPPOSITE SIDE OF THE STREET.
WORK ON 2 STREETS AT THE SAME TIME. ALL WORK SHALL BE APPROVED BY THE EIC BEFORE THE
THE CONTRACTOR SHALL ONLY WORK ON ONE SIDE OF THE STREET AT TIME. THE CONTRACTOR MAY 3.
HOLIDAY RESTICTIONS
NOTE" TEMPORARY LANE CLOSURE RESTRICTIONS FOR MAJOR HOLIDAYS (2017 & 2108).
HOLIDAY. THIS HOLIDAY TIME RESTRICTION SUPERSEDES THOSE TIMES SHOWN IN THE "SPECIAL
TEMPORARY LANE CLOSURES SHALL NOT BE PERMITTED UNTIL 10:00 AM, THE DAY FOLLOWING THE
10:00 AM TUESDAY OCTOBER 9.
COLUMBUS DAY - MONDAY, OCTOBER 8. BEGINNING 6:00 AM FRIDAY OCTOBER 5 AND ENDING
AM MONDAY, MAY 14.
MOTHERS DAY - SUNDAY, MAY 13. BEGINNING 6:00 AM FRIDAY, MAY 11 AND ENDING 10:00
2018
ADDITION TO THOSE STATED IN THE ABOVE SPECIAL NOTE:
CLOSURES OR OTHERWISE DISRUPT TRAFFIC IN ANY WAY DURING THE FOLLOWING HOLIDAYS IN
THE CONTRACTOR WILL NOT BE ALLOWED TO IMPLEMENT ANY TEMPORARY LANE OR SHOULDER 2.
BEGINNING DECEMBER 21 THRU DECEMBER 26. (DECEMBER 25) CHRISTMAS DAY -
BEGINNING NOVEMBER 21 THRU NOVEMBER 26. (NOVEMBER 22) THANKSGIVING DAY -
BEGINNING AUGUST 31 THRU SEPTEMBER 4. (SEPTEMBER 3) LABOR DAY -
BEGINNING JULY 3 THRU JULY 5. (JULY 4)INDEPENDENCE DAY -
BEGINNING MAY 25 THRU MAY 29. (MAY 28) MEMORIAL DAY -
BEGINNING DECEMBER 29 THRU JANUARY 2. (JANUARY 1) NEW YEARS DAY -
PERFORM ANY WORK WHICH WILL DISRUPT TRAFFIC OR PARKING DURING THE FOLLOWING HOLIDAYS:
RESTRICTIONS ARE IN PLACE FOR THIS PROJECT. THE CONTRACTOR WILL NOT BE ALLOWED TO
2018 HOLIDAY RESTRICTIONS: THE CONTRACTOR SHOULD BE AWARE THAT HOLIDAY WORKING 1.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
BURLING LANE
MARKINGS ON DIVISION STREET AND MEMORIAL HIGHWAY. USE FLAGGING OPERATION. (NYSDOT
PERFORM ALL WORK NECESSARY FOR INSTALLING PROPOSED CROSSWALKS AND PAVEMENT 5.
CONTRACTOR IS TO MAINTAIN AN 11 FT TRAVEL LANE FOR TRAFFIC.
HIGHWAY, USING A SINGLE LANE CLOSURE. (NYSDOT STANDARD SHEET 619.30) THE
PERFORM ALL WORK NECESSARY ON THE WEST SIDE OF DIVISION STREET AND MEMORIAL 4.
THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL DEVICES.3.
AS DIRECTED BY THE ENGINEER IN CHARGE, ITEM 607.41010010.
INSTALL TEMPORARY PLASTIC BARRIER FENCE AS NEEDED TO PROTECT THE WORKZONE OR 2.
INSTALL SIGNAGE FOR SIDEWALK DETOUR. (NYSDOT STANDARD SHEET 619.50 AND 619.51) 1.
WZTC SEQUENCE OF CONSTRUCTION
619.20)
MARKINGS ON GLOVER JOHNSON PLACE. USE FLAGGING OPERATION. (NYSDOT STANDARD SHEET
PERFORM ALL WORK NECESSARY FOR INSTALLING PROPOSED CROSSWALKS AND PAVEMENT 9.
ONE 11 FT TRAVEL LANE IN EACH DIRECTION.
SHOULDER CLOSURE. (NYSDOT STANDARD SHEET 619.20) THE CONTRACTOR IS TO MAINTAIN
PERFORM ALL WORK NECESSARY ON THE EAST SIDE OF GLOVER JOHNSON PLACE, USING A 8.
SHEET 619.50 AND 619.51)
REMOVE AND REINSTALL TEMPORARY SIGNAGE FOR SIDEWALK DETOUR. (NYSDOT STANDARD 7.
BE INCLUDED UNDER ITEM 619.01.
WALKWAY FROM THE STREET TO AN ENTRANCE OF THE HOSPITAL AT ALL TIMES.) COST TO
THE EAST SIDE OF THE ROADWAY. (THE CONTRACTOR SHALL PROVIDE AN ADA COMPLIANT
REMOVE AND REINSTALL TEMPORARY "NO PARKING" SIGNS AT EACH END OF THE STREET ON 6.
ONE 11 FT TRAVEL LANE IN EACH DIRECTION.
SHOULDER CLOSURE. (NYSDOT STANDARD SHEET 619.20) THE CONTRACTOR IS TO MAINTAIN
PERFORM ALL WORK NECESSARY ON THE WEST SIDE OF GLOVER JOHNSON PLACE, USING A 5.
DIRECTED BY THE ENGINEER IN CHARGE, ITEM 607.41010010.
INSTALL TEMPORARY PLASTIC BARRIER FENCE AS NEEDED TO PROTECT THE WORKZONE OR AS 3.
AVAILABLE.)
OF THE ROADWAY. (PARKING CURRENTLY ALLOWED NEXT TO THE HOSPITAL IS TO REMAIN
INSTALL TEMPORARY "NO PARKING" SIGNS AT EACH END OF THE STREET ON THE WEST SIDE 1.
ON BURLING LANE. USE FLAGGING OPERATION. (NYSDOT STANDARD SHEET 619.20)
PERFORM ALL WORK NECESSARY FOR INSTALLING PROPOSED CROSSWALKS AND PAVEMENT MARKINGS 8.
THIS SHEET. THE CONTRACTOR IS TO MAINTAIN TWO 10 FT TRAVEL LANES FOR TRAFFIC.
DETAIL PROVIDED TO SHIFT TRAFFIC AWAY FROM THE CURB LINE. SEE LANE SHIFT DETAIL ON
PERFORM ALL WORK NECESSARY ON THE SOUTH SIDE OF BURLING LANE USING THE LANE SHIFT 7.
619.50 AND 619.51)
REMOVE AND REINSTALL TEMPORARY SIGNAGE FOR SIDEWALK DETOUR. (NYSDOT STANDARD SHEET 6.
ON EACH SIDE OF THE EXISTING YELLOW CENTERLINE FOR TRAFFIC.
CLOSURE. (NYSDOT STANDARD SHEET 619.20) THE CONTRACTOR IS TO MAINTAIN ONE 10 FT LANE
PERFORM ALL WORK NECESSARY ON THE NORTH SIDE OF BURLING LANE, USING A SHOULDER 5.
DIRECTED BY THE ENGINEER IN CHARGE, ITEM 607.41010010.
INSTALL TEMPORARY PLASTIC BARRIER FENCE AS NEEDED TO PROTECT THE WORKZONE OR AS 3.
CONSTRUCTION)
THE ROADWAY. (THE SIGNAGE SHALL REMAIN VISIBLE FROM BOTH SIDES OF THE ROADWAY DURING
INSTALL TEMPORARY "NO PARKING" SIGNS AT EACH END OF THE STREET ON THE NORTH SIDE OF 1.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
100’-0" SHIFTING TAPER
INTERIM PAVEMENT MARKINGS, DOUBLE
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL NOTIFY AND OBTAIN
IDENTIFY ANY ADJUSTMNETS THAT MAY BE REQUIRED PRIOR TO ANY
SHALL FIELD LOCATE ALL CONTROL POINTS UNDER ITEM 625.01 AND
DETERMINED BASED UPON THE SURVEY AND MAPPING. THE CONTRACTOR
hHORIZONTAL CONTROL LINE IS THE "FIELD FIT" ALIGNMENT NOTE:
7. NO SUBSURFACE INVESTIGATION WAS PERFORMED DURING THIS SURVEY.
UNDERGROUND UTILITIES SHOWN ON THIS MAP.
6. THERE IS NO CERTIFICATION AS TO THE LOCATION OF NOR THE COMPLETNESS OF
SOULD BE CONSIDERED SUSPECT, UNTIL PROVEN.
SURFACE EVIDENCE OF STRUCTURES. ALL SUBSURFACE UTILITY CONNECTIONS SHOWN HEREON
5. WHERE UTILITY CONNECTIONS WHERE NOT KNOWN, ASSUMPTIONS WERE MADE TO CONNECT
OTHERS.
ABANDONED UTILITIES. ALL UTILITIES SHOWN HEREON ARE SUBJECT TO VERIFICATION BY
THEIR LOCATION IS APPROXIMATE, AND OTHERS MAY EXIST, INCLUDING ACTIVE AND
EVIDENCE AND RECORD PLANS PROVIDED BY THE CITY OF NEW ROCHELLE, AND OTHERS.
4. UNDERGROUND UTILITIES AS SHOWN HEREON ARE FROM FIELD LOCATION OF SURFACE
3. VERTICAL REFERENCE USED HEREON IS NAVD 88.
SYSTEM.
2. NORTH REFERENCE USED HEREON IS NAD 83 NEW YORK EAST ZONE PLANE COORDINATE
COMPLETED AUGUST, 2012.
1. MAPPING PREPARED BY CLARK ENGINEERING & SURVEYING, P.C., FROM A FIELD SURVEY
NOTES:
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
A N D
M O R T A R R E T A IN IN
G
D IV IS IO
CONTROL BASELINE 1
M E
W A LL
C E
C E
C E
M E
IN UTILITY POLE TIE: DUPLEX NAIL
CORNER TIE: BRICK WALL
CORNER WALL BRICK TIE:
IN 18" MAPLE TIE: DUPLEX NAIL
IN 22" MAPLE TIE: DUPLEX NAIL
UTILITY POLE W/ LIGHT TIE: DUPLEX NAIL IN
IN UTILITY POLE TIE: PK NAIL
W/ LIGHT UTILITY POLE TIE: PK NAIL IN
16" DEAD SYCAMORE TIE: DUPLEX NAIL IN
OF BRICK PILLAR TIE: S.W. CORNER
IN UTILITY POLE TIE: PK NAIL
20" SYCAMORE TIE: PK NAIL IN
LOCKWOOD AVENUE
CON C.
S ID
12
876101_CPH_HCP-1
H
ALL WORK ASSOCIATED WITH FIELD SURVEY SHALL BE INCLUDED UNDER ITEM 625.01.10.
FOR BASLINE TIES AND HORIZONTAL CONTROL TABLE, SEE DRAWING BLT-1.9.
UTILITIES SHOWN ON THIS MAP.
THERE IS NO CERTIFICATION AS TO THE LOCATION OF NOR THE COMPLETENESS OF UNDERGROUND 8.
SUBSURFACE UTILITY CONNECTIONS SHOWN HEREON SHOULD BE CONSIDERED SUSPECT, UNTIL PROVEN.
EVIDENCE OF STRUCTURES. NO SUBSURFACE INVESTIGATION WAS PERFORMED DURING THIS SURVEY. ALL
WHERE UTILITY CONNECTIONS WHERE NOT KNOWN, ASSUMPTIONS WERE MADE TO CONNECT SURFACE 7.
SHOWN HEREON ARE SUBJECT TO VERIFICATION BY OTHERS.
APPROXIMATE, AND OTHERS MAY EXIST, INCLUDING ACTIVE AND ABANDONED UTILITIES. ALL UTILITIES
RECORD PLANS PROVIDED BY THE CITY OF NEW ROCHELLE, AND OTHERS. THEIR LOCATION IS
UNDERGROUND UTILITIES AS SHOWN HEREON ARE FROM FIELD LOCATION OF SURFACE EVIDENCE AND 6.
REFER TO DWGS. BLT-1 FOR BASELINE TIES DATA.5.
SURVEY FEET.
THE VERTICAL DATUM SHOWN HEREON IS REFERENCED TO THE NATIONAL VERTICAL DATUM OF 1988 IN 4.
SYSTEM, TRANSVERSE MERCATOR PROJECTION, EASTERN ZONE, NAD 1983 IN US SURVEY FEET.
THE HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE 3.
THE CONTRACTOR SHALL BE REPAIRED OR RESTORED AT THE CONTRACTORS EXPENSE.
MONUMENTS IN THE AREA OF CONSTRUCTION. EXISTING SURVEY MONUMENTS DISTURBED OR DESTROYED BY
THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL AND R.O.W. 2.
E.I.C.
REESTABLISH THE SURVEY BASELINE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
PRIOR TO INITIATION OF THE PROJECT, THE CONTRACTOR SHALL VERIFY BENCHMARK ELEVATIONS AND 1.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
M 4+00
M 5+00
M 6+00
M 7+00
M 8+00
2
9
3
3 P T
3 P C M 5 + 4 4 .6
4 P T
9 P C
3
G 4+00
G 5+00
G 6+00
G 7+00
G 9+80G 9+80
G 2 + 8 6 .2
3
9
8
4
3
8
0
LINE M3 LINE M4CURVE M2
CURVE M3
CURVE M4
3
0
0
14’42.67"nA= 340
6
NO COST OR EXPENSE TO THE CITY.
ADJACENT TO THE ROW, SHALL BE MAINTAINED BY THE MUNICIPALITY OR BY THE PRIVATE OWNER AT
PART OF THE WORK PERFORMED UNDER THIS PROJECT, WHETHER CROSSING, LOCATED WITHIN OR
RIGHT OF WAY WHICH REMAIN IN SERVICE UNCHANGED, AND ALL SUCH FACILITIES RELOCATED AS A
ALL EXISTING MUNICIPALLY OR PRIVATELY OWNED UTILITIES WITHIN THE LIMITS OF THE HIGHWAY 1.
MJT-1
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
MISCELLANEOUS TABLES
FOR SAWCUTTING DRIVEWAYS SHALL BE INCLUDED UNDER ITEM 608.020102.
THE SAWCUTTING FOR DRIVEWAYS IS NOT INCLUDED IN THIS TABLE. THE COST NOTE:
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
REMOVE PAVEMENT MARKING STRIPES, TRAFFIC PAINT
STRIPS
HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS ,AND VEGETATION CONTROL
NOTE: LENGTH INCLUDES PAYFACTOR FOR THE WIDTH OF THE PAVEMENT MARKINGS.
NOTE: LENGTH INCLUDES PAYFACTOR FOR THE WIDTH OF THE PAVEMENT MARKINGS.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
RESETTING EXISTING SANITARY SEWER MANHOLE CASTINGS
PULLBOXES 7.6 CUBIC FEET TO 10 CUBIC FEET, INSIDE VOLUME (LIGHTING)
DECORATIVE LIGHT POLES WITH TWO LUMINAIRES
DECORATIVE LIGHT POLES WITH ONE LUMINAIRE
FOUNDATION FOR LIGHT STANDARDS, 5 FEET LONG
ALTERING DRAINAGE STRUCTURES, LEACHING BASINS AND MANHOLES
TEST PIT EXCAVATION
INCLUDED UNDER ITEM 655.04000006
ORDERING GRATES TO ENSURE COMPATIBILITY WITH EXISTING STRUCTURES. COST TO BE
CONTRACTOR SHALL FIELD VERIFY GRATE SIZES PRIOR TO PREPARING SHOP DRAWINGS AND
THAT MAY NEED TO BE ADJUSTED.
NOTE: ADDITIONAL VALVES MAY BE PRESENT
NUMBER OF TEST PITS TO BE TAKEN.
ANY OF THE TEST PITS. THE EIC MAY MODIFY/CHANGE THE LOCATION AND
NOTE: THE CONTRACTOR SHALL COORDINATE WITH THE EIC PRIOR TO PERFORMING
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
"PCC" (PORTLAND CEMENT CONCRETE)
SEE STANDARD SHEET "DRIVEWAY ENTRANCE DETAILS")
(TYPES 1 AND 2 USE RADIUS, TYPE 3 AND 4 USE TAPER,
TYPICAL ENTRIES INCLUDE: "1", "2", "3", OR "4"
ENTRANCE TYPE
AS IF TURNING FROM THE ROADWAY ONTO THE DRIVEWAY
CORNER ANGLE (IN) = ANGLE BETWEEN ROADWAY AND DRIVEWAY
UNLESS OTHERWISE NOTED IN THE TABLE.
FOR ALL DRIVEWAYS, THE PROPOSED DRIVEWAY MATERIAL FOR THE PAVEMENT LENGTH ("D IS ASPHALT CONCRETE 3.
CHANGING THE DRIVEWAY LAYOUT OR ENTRANCE TYPE.
THE APPROPRIATE REFERENCES (SEE NOTE 1) SHALL BE CONSULTED BEFORE ADDING ADDITIONAL DRIVEWAYS OR 2.
REFER TO NYSDOT STANDARD SHEET 608-03 FOR ADDITIONAL DRIVEWAY DETAILS AND NOTES.1.
609.0401
609.0203
608.020102
608.0101
304.12
VEGETATION CONTROL STRIPS
A.O.B.E. TARNSITION SLOPE SHALL BE 1 ON 12 MAX.
SIDEWALK ELEVATION AT OR NEAR DRIVEWAYS WILL/ MAY NEED TO BE LOWERED TO MATCH EXISTING ELEVATION 5.
PAVEMENT CUTTING ON THE DRIVEWAYS SHALL BE INCLUDED UNDER ITEM 608.020102.4.
TREE PIT NOTES:
SECTION FROM ANY ADJACENT FILL OR SUBBASE MATERIAL.
THAT SEPARATE THE SPECIAL PLANTING MIX IDENTIFIED IN THE TREE PIT
GEOTEXTILE SEPARATION ITEM 207.21 SHALL BE USED ON VERTICAL FACES 2.
CURB.
FEET ALONG CURB) IN AREAS BETWEEN THE SIDEWALK AND BACKSIDE OF
PIT SECTION ABOVE SHALL BE APPROXIMATELY 4.0 FEET BY 3.0 FEET (4.0
THE LIMITS OF SPECIAL PLANTING MIX ITEM 610.1404 SHOWN IN THE TREE 1.
MISCELLANEOUS DETAILS
* * *
*
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
N
" D "
OR PROPOSED CONCRETE
SIDEWALKS & DRIVEWAYS,
1.5%
DWG. TYP-1
SECTIONS ON
SEE ROADWAY
GEOTEXTILE SEPARATION,
NTS
NTS
NTS
NTS
NTS
GRID NORTH
GRID NORTH
DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE.
THE TURNING SPACES CROSS SLOPE SHALL BE 1.5% MAX. IN ANY 4.
SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.
ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE
DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH 3.
COLOR, PAID UNDER ITEM 608.21.
608-01 DRAWINGS. THE DETECTABLE WARNINGS SHALL BE YELLOW IN
FOR DETECTABLE WARNING DETAILS SEE NYSDOT STANDARD SHEETS IN 2.
608-01 DRAWINGS.
FOR STANDARD CURB RAMP TYPES SEE NYSDOT STANDARD SHEETS IN 1.
MONTEFIORE SS HOLDINGS, LLC
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
A R
CONNECTION
SIDEWALK
RE-ESTABLISH
A R
SEE NOTE 4
U C T
U R E
A R
NOTES:
SIDEWALK CURB RAMP DETAIL 7 SIDEWALK CURB RAMP DETAIL 8 NTS NTS NTS
SIDEWALK CURB RAMP DETAIL 6
CURB RAMP DETAILS
DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE.
THE TURNING SPACES CROSS SLOPE SHALL BE 1.5% MAX. IN ANY 4.
SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.
ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE
DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH 3.
COLOR, PAID UNDER ITEM 608.21.
608-01 DRAWINGS. THE DETECTABLE WARNINGS SHALL BE YELLOW IN
FOR DETECTABLE WARNING DETAILS SEE NYSDOT STANDARD SHEETS IN 2.
608-01 DRAWINGS.
FOR STANDARD CURB RAMP TYPES SEE NYSDOT STANDARD SHEETS IN 1.
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
BURLING LANE
POINT INFORMATION IS TAKEN AT THE TOP FRONT FACE OF CURB.
NOTE:
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
G 4+00
G 7+00
G 8+00 G 9+00 G 9+80G 9+80
M 6 + 0 0
B 1+00 B 2+00 B 3+00 B 4+00 B 5+00 B 6+00 B 7+00 B 8+00
M 0+00 M 1+00 M 2+00 M 3+00
M 4+00
M 5 +00
M 6 +00
M 7 +00
M 8+00
POINT 1
POINT 2
POINT 3
DWY
DRAINAGE STRUCTURE NUMBER=
DRIVEWAY NUMBER=
(ITEM 608.21)
EXISTING SIGN TO BE REMOVED (ITEM 647.61)=
(SIGN TABLES ON DWGS. SDS-1 THRU SDS-4)
PROPOSED SIGN=
TREE PIT LOCATION=
PAVEMENT CUTTING TABLE, AND SNOW STORAGE TABLE.
SEE DRAWINGS MST-1 AND MST-2 FOR CURB LAYOUT TABLE, CURB RAMP TABLE, 5.
FOR TREE PIT DETAILS AND TABLE SEE DRAWING MSD-1.4.
FOR DRIVEWAY DETAILS AND TABLES SEE DRAWING MSD-2.3.
FOR SIGNING DATA TABLES SEE DRAWING SGT-1.2.
FOR SIGNING AND STRIPING PLANS SEE DRAWINGS SGP-1 THRU SGP-3.1.
G 1+00
G 2+00
G 3+00
G 4+00
GLOVER JOHNSON PLACE
W A S
SNOW STORAGE AREA
MATCH EXISTING WIDTH,
END PROPOSED SIDEWALK,
RAMP, TYPE 10
45.57’ LT
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
A R
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY
W/ CHAIN LINK FENCE ON TOP STONE AND MORTAR RETAINING WALL
H IG
H W
A Y
A R
8" GAS MAIN
U R E
G A S
M A IN
PILLAR
BRICK
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
SHALL BE CLEANED AND PREPARED PER ITEM 635.0103.
PRIOR TO PLACEMENT OF NEW PAVEMENT MARKINGS ON EXISTING SURFACE, AREA 3.
MARKINGS, THEY SHALL BE REMOVED UNDER VARIOUS CONTRACT ITEMS.
WHERE EXISTING PAVEMENT MARKINGS ARE IN CONFLICT WITH NEW PAVEMENT 2.
FOR LIGHTING PLANS, SEE UTP-1 THRU UTP-10.1.
G 4+00
G 5+00
6
17
10
19
2
9
5
11
2
6
6
11
5’-0" SIDEWALK
5’-0" SIDEWALK
BEGIN SNOW STORAGE,
END SNOW STORAGE,
1’-0" (TYP.)
5 ’-
0 "
S
619.080101
RAMP DETAIL 1
SEE SIDEWALK CURB
RAMP DETAIL 2
SEE SIDEWALK CURB
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
10" PINE
4" PINE
LA N D
A R
A R
6" GAS MAIN (ABANDONED?)
A R
A R
B O LL
FENCE ON TOP
WALL W/ ALUMINIUM
23
876101_CPH_GNP-3
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
FOR TREE PIT DETAILS AND TABLE SEE DRAWING MSD-1.4.
CROSSWALKS.
SIGN NUMBERS 27, 34 AND 36 SHALL BE 200 FEET FROM THEIR CORRESPONDING 1.
G 7+00 G 8+00
G 9+00 G 9+80G 9+80
9
2
17
2
25
9
18
11
20
15
30
12
21
16
31
1
22
1
32
UNITS (TYP.), ITEM 608.21
1 1 ’-
REMOVE EXISTING PAY PHONE (BY OTHERS)
ITEM 685.11
MARKINGS (TYP.)
WHITE PAVEMENT
19
23
(TYP.)
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
U C T
U R E
TIMBER RET. WALL
A R
4" GAS MAIN (ABANDONED?)
A R
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
M 0+00
M 1+00
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
G A S
M A IN
16" WATER MAIN
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
CONC. STEP
RET. WALL CONC. BLOCK
V A
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
M 4+00
M 5+00
ITEM 608.0101
SIDEWALK (TYP.)
PROPOSED CONCRETE
DIVISION STREET
V A
AND SIGNAL PROJECT
INTO NYSDOT SIDEWALK
PROJECT TO MATCH
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
M A IN
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
M 7+00
M 8+00
608.01020005
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
M 9+00
M 9+98
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
H W
A Y
A R
GRID NORTH
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
EXISTING UTILITY
12’-0" 8 ’-
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
W3
7A
CP4
W2
3.5’ HIGH CHAIN LINK FENCE 3.5’ HIGH CHAIN LINK FENCE
4
4B
FENCE
Y
A R
A R
A R
D R
A IN
N C E
WAL L
NOTE:
DWY
DRIVEWAY NUMBER=
(ITEM 608.21)
PROPOSED SIGN=
TREE PIT LOCATION=
3’-0"
35.23’ LT
BRIDGES CULVERTS
J O
ON:
ALTERED BY:
A R
A R
A R
FUEL FILL
HIGHWAY BOUNDARY
SYMBOL DESCRIPTION
RELOCATE EXISTING SIGNS IN ACCORDANCE
APPROXIMATE. THE CONTRACTOR SHALL
L
NUMBER
8
10
TO CORNER&

ace. gpi - new rochelle, new york

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