ROME WATERFRONT VILLAGE - JAMES ST. OVERLOOK - Rome, NY
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CONTRACT DRAWINGS
ROME WATERFRONT
VILLAGE - JAMES ST.
PROJECT SITE
OVERLOOK INDEX TO DRAWINGS
TITLE SHEET
G-001 GENERAL NOTES, LEGEND & ABBREVIATIONS
C-101 OVERALL SITE PLAN
C-302 CROSS SECTIONS
C-502 EROSION & SEDIMENT CONTROL DETAILS
C-502A DETAILS
C-512 PEDESTRIAN HANDRAIL DETAIL
E-101 SIGHT LIGHTING PLAN
E-501 LIGHTING DETAILS & SECTIONS
E-502 ONE-LINE DIAGRAM, DETAILS AND SCHEDULES
L-100 LIGHTING PLAN
L-200 PLANTING PLAN
L-300 MATERIALS & AMENITIES DETAILS
L-301 PLANTING DETAILS
S-001 GENERAL NOTES, DESIGN CRITERIA, SYMBOLS & ABBREVIATIONS
S-101 JAMES STREET OVERLOOK BULKHEAD INSTALLATION
S-301 BULKHEAD INSTALLATION SECTIONS AND DETAILS
S-302 DETAILS AND SECTIONS
CITY OF ROME
ONEIDA COUNTY, NY
AUGUST 2021
JACQUELINE M. IZZO
CITY OF ROME - MAYOR
MATTHEW J. ANDREWS
CITY OF ROME - DEPUTY DIRECTOR
O'BRIEN & GERE ENGINEERS, INC.
THIS DOCUMENT WAS PREPARED WITH FUNDING PROVIDED BY THE NEW YORK STATE
DEPARTMENT OF STATE UNDER TITLE 11 OF THE ENVIRONMENTAL PROTECTION FUND
SAVED:4/20/21 8:45 AM
GENERAL NOTES: ENVIRONMENTAL PROTECTION NOTES: DEMOLITION NOTES ABBREVIATIONS:
1. THE PLANS HAVE BEEN DEVELOPED BASED ON THE RAVI ENGINEERING & LAND SURVEYING, P.C. 1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS TO THE SATISFACTION OF THE ENGINEER TO PREVENT 1. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING AC-FT ACRE FEET
"BOUNDARY SURVEY" OF ROME WATERFRONT IN THE CITY OF ROME, ONEIDA COUNTY NEW YORK, DATED OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY WATERWAY FROM POLLUTION BY DEBRIS, SEDIMENT, OR BID DOCUMENTS. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
JANUARY 30, 2018. OTHER FOREIGN MATERIAL, OR FROM THE MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR AVE AVENUE
THE WATERWAY. THE CONTRACTOR SHALL NOT RETURN ANY WATER WHICH HAS BEEN USED FOR WASH BLVD BOULEVARD
2. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL VERIFY AND STAKE THE LOCATIONS OF ALL
2. HORIZONTAL DATUM USED NAD83 NEW YORK STATE PLAN CENTRAL, US FOOT. ALL ELEVATIONS IN PURPOSES OR SIMILAR OPERATIONS DIRECTLY TO A DITCH OR DIRECTLY TO A WATERWAY, WHICH COULD
UNDERGROUND UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE A LOCATING BM BENCHMARK
NAVD88. CAUSE THAT WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL OR OTHER IMPURITIES.
SERVICE TO VERIFY UNDERGROUND UTILITY LOCATIONS. CKT CIRCUIT
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE SITE AND ALL
EXISTING CONDITIONS SURROUNDING IT AND THEREON.
2. DEWATERING WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR MUST OBTAIN THE REQUIRED
PERMITS FROM THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION IF WELL POINTS 3. CONTRACTOR SHALL VERIFY THE FOLLOWING: FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA,
℄ CENTERLINE
ARE TO BE USED AND/OR VOLUME WITHDRAWN IS GREATER THAN OR EQUAL TO AN AVERAGE OF 100,000 CATALOGUE NUMBERS, AND SIMILAR DATA. CMP CORRUGATED METAL PIPE
4. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM GALLONS PER DAY IN ANY CONSECUTIVE THIRTY-DAY CONSECUTIVE PERIOD. CM CENTIMETER
AVAILABLE SURVEYS AND RECORD MAPS. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON 4. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL NECESSARY APPROVALS, PERMITS, INSPECTIONS AND CONC CONCRETE
THIS MAP ARE NOT CERTIFIED TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. IT IS THE 3. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT THE ENTRANCE OF FRESH CONCRETE INTO CERTIFICATIONS PRIOR TO AND DURING THE COURSE OF CONSTRUCTION. CU FT CUBIC FEET
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND EXTEND OF ALL UNDERGROUND THE WATERS OF NEW YORK STATE. EQUIPMENT, TOOLS, AND TRUCKS USED IN THE PROJECT SHALL BE D DOWNSTREAM
STRUCTURES AND UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITIES TAKE PLACE. CLEANED IN SUCH A MANNER AS TO PREVENT WASH WATER FROM ENTERING THE WATERWAY. WET 5. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF CONSTRUCTION DBH DIAMETER AT BREAST HEIGHT
CONCRETE IS HIGHLY TOXIC TO FISH. LIMITS, OR ANY ITEMS DISTURBED ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS
5. THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (800-962-7962) FOR A UTILITY STAKE-OUT THREE DIA DIAMETER
CONTRACT. CONTRACTOR SHALL PROVIDE PROPER SIGNS, BARRICADES, FENCES, TO PROTECT THE WORK, E EAST
(3) WORKING DAYS PRIOR TO ANY EXCAVATION, DRILLING OR BLASTING. 4. SPILLAGE OF OIL AND HAZARDOUS SUBSTANCES IS PROHIBITED BY SECTION 311 OF THE CLEAN WATER ACT PROPERTY, EQUIPMENT AND PERSONS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. EG FOR EXAMPLE
OF 1977. MEASURES INCLUDING PROPER MAINTENANCE OF CONSTRUCTION EQUIPMENT, DESIGNATING
6. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE STATE, MUNICIPAL, AND PRIVATE AUTHORITIES OF FUEL/HAZARDOUS SUBSTANCE HANDLING AREAS TO ALLOW SPILLS TO BE CONTAINED BEFORE REACHING ELEV. ELEVATION
UTILITIES A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. THE WATERWAY, INSTRUCTING PERSONNEL ON PROPER HANDLING AND DISPOSAL OF PETROLEUM 6. PROTECT ALL VEGETATION TO REMAIN DURING ALL PHASES OF CONSTRUCTION. DO NOT DRIVE VEHICLES, EX. EXISTING
PRODUCTS, AND OTHER REQUIRED PROCEDURES SHALL BE IMPLEMENTED. IF A SPILL OF OIL/HAZARDOUS STORE EQUIPMENT, SPILL LIQUIDS OR STORE CHEMICALS BELOW THE CANOPIES OF EXISTING VEGETATION FT. FEET
7. THE CONTRACTOR SHALL PROVIDE LABOR, FACILITIES, AND CONTROLS TO MAINTAIN INGRESS AND SUBSTANCES ENTERS THE WATERWAY, IMMEDIATE NOTIFICATION OF THE NYSDEC BY CALLING 1-800-457-7362, TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ALL VEGETATION AND ROOTS OUTSIDE THE
GA. GUAGE
EGRESS FOR VEHICLE AND PEDESTRIAN TRAFFIC TO ALL PREMISES WITHIN THE WORK LIMITS. THE NATIONAL RESPONSE CENTER AT 1-800-424-8802, AND THE CANAL AUTHORITY SENIOR DISPATCHER AT CONSTRUCTION LIMIT LINE AND WITHIN TREE PROTECTION AREAS
GALV GALVANIZED
(866) 691-8282. AN ADEQUATE SUPPLY OF CONTAINMENT AND ABSORBTION MATERIALS SHALL BE MAINTAINED GFI GROUND FAULT CIRCUIT INTERRUPTER
8. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL MATERIAL NOT REUSED IN PROJECT OFF-SITE, FOR RAPID DEPLOYMENT. 7. CONTRACTOR SHALL STRIP, STORE, AND REUSE ALL TOPSOIL FROM AREAS TO BE PAVED OR REGARDED.
IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. GI. GREEN INFRASTRUCTURE
PROVIDE SEDIMENT CONTROL FENCE AROUND BASE OF TOPSOIL STOCKPILE.
5. THE WORK IN THIS CONTRACT COMPLIES WITH U.S. ARMY CORPS OF ENGINEERS (USACE) INDIVIDUAL PERMIT HDPE HIGH DENSITY POLYETHYLENE PIPE
9. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL WORK PERFORMED WHICH SHALL ALSO (IP). THE REQUIRED NOTIFICATION HAS BEEN MADE TO THE USACE. A NYSDEC WATER QUALITY HRS HOURS
8. IN AREAS WHERE PLANT MATERIAL IS PROPOSED ON AREAS OF EXISTING PAVEMENT, EXCAVATE EXISTING
INCLUDE THE LOCATION, BY STATION, OF ALL APPURTENANCES INSTALLED, REFERENCED FROM THE CERTIFICATION (WQC) HAS BEEN ISSUED FOR USACE IP'S. THE CONTRACTOR SHALL COMPLY WITH ALL SOIL TO A DEPTH OF 30" AND REPLACE WITH APPROVED TOPSOIL, COORDINATE WITH PLANTING PLAN. INV. INVERT
BEGINNING STATION. ALL COSTS TO BE INCLUDED IN BID ITEMS. THE OWNER RESERVES THE RIGHT TO REQUIREMENTS OF THE IP INCLUDING APPLICABLE REGIONAL CONDITIONS, AND THE ASSOCIATED WQC. LB POUND
WITHHOLD THE PROJECT RETAINAGE UNTIL THE OWNER IS SATISFIED WITH THE RECORD DRAWINGS LOD. LEVEL OF DISTURBANCE
SUBMITTAL IN THE SPECIFIED FORMAT. 9. ALL EXISTING MATERIAL TO BE SALVAGED SHALL BE VERIFIED BY LANDSCAPE ARCHITECT AND REMOVED
AND STORED BY CONTRACTOR IN A LOCATION COORDINATED WITH OWNER. CONTRACTOR SHALL LTG LIGHTING
10. CONTRACTOR WILL BE PROVIDED ELECTRONIC CAD FILE WITH WHICH TO OBTAIN LAYOUT INFORMATION COMPENSATE OWNER FOR ANY DAMAGE TO SALVAGED MATERIALS THAT OCCURS DURING REMOVAL, MAX. MAXIMUM
CANAL OPERATION NOTES: STORAGE OR REINSTALLATION.
FOR PROPOSED WORK FEATURES. MIN. MINIMUM
A 100 FT WIDE NAVIGATION CHANNEL WITH A 14 FT. DEPTH SHALL BE MAINTAINED AT ALL TIMES DURING THE N NORTH
NAVIGATION SEASON WHICH COMMENCES ABOUT MAY 1ST AND ENDS ABOUT NOVEMBER 15TH. 10. ALL EXISTING UTILITIES TO REMAIN, UNLESS OTHERWISE NOTED. NA NOT AVAILABLE
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
BULKHEAD NOTES: THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING THE NAVIGATION SEASON WHICH AFFECTS THE 11. ALL WORK IN THE PUBLIC R.O.W SHALL BE COORDINATED AND APPROVED BY LOCAL, COUNTY AND STATE NIC NOT IN CONTRACT
OPERATION OF THE CANAL WITHOUT PRIOR APPROVAL OF THE CANAL CORPORATION. ANY APPROVED WORK AUTHORITIES AND SHALL BE STAGED TO ALLOW REGULAR UNINTERRUPTED TRAFFIC FLOW TO THE EXTENT NM NIAGARA MOHAWK
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS TO DEMOLISH AND SHALL BE CONDUCTED IN ACCORDANCE WITH THE GENERAL RULES AND REGULATIONS OF THE U.S. COAST POSSIBLE. ALL DAILY TRAFFIC AND EMERGENCY VEHICLE TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT NO. NUMBER
CONSTRUCT THE NEW BULKHEAD STRUCTURE, STORM DRAINAGE AND NECESSARY ADDITIONAL WORK AS GUARD AND THE CANAL CORPORATION. BE IMPEDED. NTS NOT TO SCALE
DEPICTED ON THE PLANS, WITHIN THE TECHNICAL SPECIFICATIONS AND SPECIFIED HEREIN
NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION
IF THE CONTRACTOR ELECTS TO PERFORM THE STONE FILL AT THE S. JAMES STREET BRIDGE DURING 12. WHEN PRACTICAL ALL SAW-CUTS INTO EXISTING CONCRETE SHALL OCCUR AT EXISTING CONSTRUCTION OR O.C. ON CENTER
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL LOCATIONS, DIMENSIONS NAVIGATION SEASON, THE FOLLOWING RESTRICTIONS SHALL APPLY: EXPANSION JOINTS.
AND ELEVATIONS OF THE NEW WORK. DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER O.D. OUTER DIAMETER
IMMEDIATELY. TO CONFIRM CONTRACT COMPLIANCE, THE CONTRACTOR SHALL SUBMIT FOR THE RECORD 1. THE CONTRACTOR'S OPERATION SHALL HAVE A MAXIMUM ENCROACHMENT IN THE CHANNEL (AS DEFINED OHW ORDINARY HIGH WATER
13. AT PRE-CONSTRUCTION MEETING, CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT ANY PLANT PC POINT OF CURVATURE
PRIOR TO FIELD CONSTRUCTION THEIR SURVEY CONTROL POINTS AND BASELINES, AND BENCHMARK IN THE NOTE ABOVE) OF 15 FEET. THE CONTRACTOR SHALL SUBMIT THEIR WORK PLAN AND EQUIPMENT
MATERIAL TO BE SAVED AND/OR REPLANTED.
ELEVATIONS. LOCATION TO THE DIVISION CANAL ENGINEER FOR APPROVAL. PI POINT OF INTERSECTION
2. DANGER BUOYS SHALL BE PLACED AROUND THE TURBIDITY CURTAIN TO THE SATISFACTION OF THE PSI POUNDS PER SQUARE INCH
3. AT LEAST 10 WORKING DAYS PRIOR TO THE STARTING OF ANY WORK, THE CONTRACTOR SHALL SUBMIT DIVISION CANAL ENGINEER. THE COST OF THE BUOYS SHALL BE INCLUDED IN THE UNIT PRICE FOR THE 14. COORDINATE WITH LANDSCAPE ARCHITECT FOR LOCATION OF EXCESS CUT MATERIAL PLACEMENT. PT POINT OF TANGENCY
FOR THE ENGINEER TO REVIEW THE CONTRACTORS PROPOSED METHODS FOR THE CONTROL OF WATER TURBIDITY CURTAIN. PVC POLYVINYL CHLORIDE
PROGRAM. THE COST FOR THE CONTROL OF WATER PROGRAM SHALL BE INCLUDED IN THE UNIT PRICE BID 3. MPT SIGNS SHALL BE PROVIDED ON THE CANAL AT NO ADDITIONAL COST TO THE AUTHORITY/CANAL RCP REINFORCED CONCRETE PIPE
FOR THE SHEET PILING ITEM AND SHALL INCLUDE ALL DEWATERING RELATED ACTIVITIES (DISCHARGE CORPORATION. THE MPT SHALL INCLUDE SIGNS LIMITING THE SPEED LIMIT THROUGH THE WORK AREA TO
RCPT RECEPTACLE
PERMITS, LABOR, MATERIAL, EQUIPMENT, INSTALLATION, MAINTENANCE, POWER REQUIREMENTS AND 5 MPH. THE MPT PLAN SHALL BE SUBMITTED TO THE DIVISION CANAL ENGINEER FOR APPROVAL.
RD ROAD
CONNECTIONS, DISMANTLEMENT, ETC.) AND BE OF SUFFICIENT SIZE TO ACCOMMODATE THE WATER
CONDITIONS REGARDLESS OF SOURCE. HISTORICAL WATER LEVEL RECORDS ARE AVAILABLE FOR REVIEW BY THE CONTRACTOR AT THE DIVISION REBAR REINFORCING BAR
CANAL ENGINEER'S OFFICE. THE CONTRACTOR SHALL HAVE NO CLAIM AGAINST THE NYSCC FOR FLOWS NOT LEGEND SCH SCHEDULE
4. IN THE EVENT NATURAL FLOODING CAUSES THE WATER TO OVERTOP THE MAXIMUM SHEETING HEIGHT AS REGULATED BY THE NYSCC. SF SQUARE FEET
ESTABLISHED IN THE CONTRACT DOCUMENTS, ADDITIONAL COMPENSATION WILL BE ALLOWED TO EXISTING SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
REIMBURSE THE CONTRACTOR FOR THEIR VERIFIABLE DIRECT COSTS ASSOCIATED WITH THE SITE ORDINARY HIGH WATER SPECS SPECIFICATIONS
RESTORATION TO PRE-EVENT CONDITIONS THE NYS BARGE CANAL MAINTAINS THE WATER LEVEL 418.5 FT., NAVD83 YEAR ROUND. THERE ARE NO STA. STATION
CONTROL POINT
PROVISIONS TO LOWER THE WATER BELOW THIS ELEVATION. TBD TO BE DETERMINED
5. THE CONTRACTOR SHALL MAINTAIN FLOW IN THE EXISTING STORM SEWERS AT ALL TIMES. COST FOR BENCHMARK
PROPERTY LINE TEL TELEPHONE
BYPASS PUMPING TO MAINTAIN EX. FLOWS TO BE INCLUDED IN THE PRICE BID FOR STORM SEWER
MAJOR CONTOUR THK THICK
REPLACEMENT OR OTHER REHABILITATION WORK.
MINOR CONTOUR TYP TYPICAL
6. EXISTING STORM SEWERS AFFECTED BY THIS PROJECT SHALL BE REPAIRED/REPLACED IN-KIND PLANTING/LANDSCAPING NOTES U UPSTREAM
EDGE OF PAVEMENT
MATCHING EXISTING SLOPE AND/OR ELEVATIONS. W/ WITH
EDGE OF GRAVEL
1. ALL PLANTS ARE TO MEET THE MINIMUM STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMAN. WL WATER LINE
CENTERLINE
7. COST TO EXCAVATE AND REMOVE PIPING TO BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF PIPE WP WEATHER PROOF
TREELINE
REMOVAL OR INSTALLATIONS. 2. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AVOID DAMAGE TO ANY VEGETATION TO REMAIN. WV WATER VALVE
SHORELINE OF CREEK
WWF WELDED WIRE FABRIC
8. ANY ADDITIONAL LABOR, MATERIALS, APPURTENANCES, ETC. NEEDED TO RECONSTRUCT THE SIDES, OVERHEAD UTILITY LINE
INVERTS AND BOTTOMS OF EXISTING AND NEW MANHOLES, CATCH BASINS AND EXISTING PIPES TO 3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND FIELD VERIFYING THE LOCATION OF ALL UTILITIES OVERHEAD ELECTRIC
ACCOMMODATE THE NEW BULKHEAD WALL ARE TO BE INCLUDED IN THE PRICE BID FOR NEW PIPES. AND AVOIDING ALL UTILITIES TO REMAIN DURING THE CONSTRUCTION PROCESS.
HIGHWAY BOUNDARY
GAS LINE SECTION DESIGNATION
9. ALL FILL INCORPORATED INTO THE WORK SHALL BE CLEAN, UNCONTAMINATED GRANULAR MATERIAL OF 4. PLANTS SHALL BE DELIVERED ONLY WHEN THEY CAN BE INSTALLED IN A REASONABLE TIMEFRAME. ALL PROPERTY BOUNDARY
THE GRADATION SPECIFIED. PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT. FENCE LINE
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_G-001 GENERAL NOTES.DWG
BRUSH LINE
10.NO WORK SHALL BE CONSIDERED ACCEPTED AS FINAL UNTIL THE STRUCTURES, UTILITIES AND SYSTEM 5. ALL PLANTING BEDS AND AREAS OF GROUND COVER SHALL BE MULCHED TO A DEPTH OF 4". BOX BEAM GUIDERAIL 1
HAS PASSED ACCEPTANCE TESTS AND SATISFACTORY VISUAL INSPECTION BY THE ENGINEER/CITY. SECTION 1, SHEET C-302
C-302
6. SEE SHEET PLANTING PLAN FOR PLANTING SOIL SPECIFICATION. UTILITY POLE W/ GUY WIRE
7. PLANTS SHALL BE THE SIZE (HEIGHT, DIAMETER, OR CALIPER) AND TYPE NOTED ON THE PLANTING TREES
EROSION CONTROL NOTES:
SCHEDULE.
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES AS SOIL BORING LOCATIONS
SHOWN ON THE PLANS AND AS REQUIRED TO PREVENT EROSION AND SEDIMENT MIGRATION FROM THE 8. THE LOCATION OF ALL PLANTING TO BE VERIFIED BY LANDSCAPE ARCHITECT. DETAIL DESIGNATION
SITE IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) PREPARED FOR PROPOSED
THE PROJECT AND THE MOST CURRENT VERSION OF THE NEW YORK STANDARDS AND SPECIFICATIONS 9. THE CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS HEALTH, AS DETERMINED BY THE
FOR EROSION AND SEDIMENT CONTROL. LANDSCAPE ARCHITECT, FOR A MINIMUM OF ONE (1) YEAR TIME. ELECTRIC LINE
A
ORDINARY HIGH WATER DETAIL A, SHEET C-502
10. THE CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING WATERING AND PROTECTION FROM TRAFFIC WATER MAIN C-502
UNTIL FINAL ACCEPTANCE OF THE PROJECT. SILT FENCE
TURBIDITY CURTAIN
ARCHAEOLOGICAL NOTES
CANAL CROSSING ROADWAY
11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED OUTSIDE
PROPOSED HANDRAIL
1. MORTON ARCHEOLOGY CONDUCTED A PHASE IA/1B CULTURAL RESOURCE SURVEY AT THE SITE IN CONSTRUCTION LIMITS OR DISTURBED ON SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS
DECEMBER 2017. CONTRACT.
RIP RAP CULVERT OUTLET
2. CRITICAL RESOURCES ARE AS FOLLOWS: NATIONAL LANDMARK BARGE CANAL HISTORIC DISTRICT AND 12. ALL PLANTS AND SEED MIXTURES SHALL BE NATIVE SPECIES. NO INVASIVE SPECIES SHALL BE PERMITTED.
NATIONAL REGISTER ELIGIBLE OLD ERIE CANAL. BOTH RESOURCES ARE PROTECTED UNDER THE NATIONAL
HISTORIC PRESERVATION ACT. STABILIZED CONSTRUCTION ENTRANCE
3. UNDER CONDITIONS OF THE EFFECT DETERMINATION FROM STATE HISTORIC PRESERVATION OFFICE (SHPO),
RECEIVED JANUARY 22, 2018, ALL CHANGES TO THE PLANS OR CONSTRUCTION METHODOLOGY WILL
REQUIRE FURTHER COORDINATION WITH SHPO. LIGHT POLE
4. DURING CONSTRUCTION AN ARCHEOLOGIST MAY NEED TO BE PRESENT DURING EXCAVATION AT KEY
LOCATIONS WITHIN THE PROJECT LIMITS THAT WERE UNABLE TO BE SURVEYED DURING THE PHASE 1A/B. PROPOSED PLANTING
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE GENERAL NOTES, LEGEND &
S. GANNON
CHECKED BY
280.67211
DATE
ABBREVIATIONS G-001
ADDRESS DRAWING LOCATION
1 8/5/2021 ISSUED FOR BID SBG M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
R. HASTINGS
NO. DATE REVISION INT.
SAVED:8/4/21 2:10 PM
D
C-50
2
BA
SE
LIN
E
T
EE
S TR
ES
JAM
T
H AL
ASP
44
445
43
0
0
435
43
0
440
42
5 435
429
435 430
430
42
0
5
43
3 43 42
0 425
A 425
C-512 421
C
C-502
1
S-301 1
C-502A
2
C-302
A
C-502
NYS BARGE CANAL
1
C-302
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_C-101.DWG
NOTE: REMOVE EXISTING ASPHALT SURFACE COURSE FROM THE TRAIL IN
AREAS REQUIRED FOR NEW WORK AND DISPOSE OF MATERIAL
OFF-SITE.
LEGEND
PROPOSED CONCRETE WALK
SEE DETAIL 2 SHEET L-300
PLAN
NORTH
SITE PLAN
1"=20'-0" 20' 0 20'
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. ALL ELEVATIONS IN NAVD88
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE SITE PLAN
S. GANNON
CHECKED BY
280.67211
DATE
ADDRESS DRAWING LOCATION
C-101
1 8/5/2021 ISSUED FOR BID SBG M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
NO. INT.
R. HASTINGS
DATE REVISION
SAVED:4/30/21 2:07 PM
EXISTING BRIDGE
450.0 EXISTING GROUND WING WALL 450.0
~446'
445.0 CONCRETE TRAIL
10' WIDE
440.0 PROPOSED 440.0
OVERLOOK 9'
WIDE
435.0
RAILING
DETAIL A, C-512
ELEVATION
430.0 430.0
425.0 PROPOSED
OHW ELEV
RETAINING WALL
418.5'
428' (1' WIDE)
420.0 420.0
415.0
410.0 410.0
405.0 405.0
-20 0 20 40 60 80 100 120 140 160 180
OFFSET
0+19.29
SECTION 1
SCALE: HORIZ. 1"=20' 20' 0 20'
VERT. 1"=10'
10' 0 10'
PROPOSED
PLANTING BED
6' WIDE
PROPOSED
OVERLOOK - 10'
EXISTING GROUND WIDE
445.0 CONCRETE TRAIL
10' WIDE
440.0 440.0
435.0
RAILING
DETAIL A, C-512
ELEVATION
430.0 430.0
425.0 PROPOSED OHW ELEV
RETAINING WALL 418.5'
428' (1' WIDE)
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_C-302.DWG
420.0 420.0
FINISHED GRADE
415.0
410.0 410.0
-40 -20 0 20 40 60 80 100 120 140
OFFSET
0+79.65
SECTION 2
SCALE: HORIZ. 1"=20' 20' 0 20'
VERT. 1"=10'
10' 0 10'
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. ALL ELEVATIONS IN NAVD88
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE CROSS SECTIONS
S. GANNON
CHECKED BY
280.67211
DATE
ADDRESS DRAWING LOCATION
C-302
1 8/5/2021 ISSUED FOR BID SBG M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
R. HASTINGS
NO. DATE REVISION INT.SAVED:4/30/21 2:09 PM
WOVEN WIRE FENCING
(REINFORCED SILT FENCE)
50' (MIN.)
36" MIN. FENCE POST
10'-0" MAX.
10'
SEDIMENT CONTROL FABRIC
ATTACHED USING "HOG RINGS" OR
WOVEN WIRE MESH
PLASTIC TIES EXISTING
(REINFORCED SILT FENCE) 12' MIN.
24'
14 1/2 GA. MIN. W/ 6" MESH PAVEMENT
SPACING MAX. EXISTING
GROUND
10'
20" MIN.
FILTER CLOTH COVER
PLAN VIEW
COMPACTED SOIL BACKFILL
NOTES:
UNDISTURBED EXISTING GROUND
1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
FLOW
2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET
3. THICKNESS - NOT LESS THAN 6".
COMPACTED
6" MIN. SOIL
18" MIN.
4. WIDTH 24' MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE EGRESS OCCURS.
BACKFILL
TOE-IN FABRIC 5. FILTER FABRIC (MIRAFI 140N OR EQUAL) - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
6" MIN.
TO GROUND
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE
EMBED FILTER CLOTH MIN. PIPED ACROSS THE ENTRANCE. IF PIPING IS NOT POSSIBLE, A MOUNTABLE BERM 3' WIDE (MIN.) WITH 5:1 SLOPES
WOODEN FENCE POST (TYP.) 6" INTO GROUND
(REINFORCED SILT FENCE USE WILL BE PERMITTED.
"LUGGED-U" OR "T" STEEL)
7. MAINTENANCE - THE ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC OP DRESSING WITH
1. SILT FENCE SHALL BE PLACED WHERE SHOWN ON THE EROSION AND SEDIMENT SECTION DETAIL ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP
CONTROL PLANS AND AS DESCRIBED IN THE PROJECT SWPPP OR AS ORDERED BY SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE
THE ENGINEER. REMOVED IMMEDIATELY.
2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES POSTS : STEEL EITHER T OR U TYPE
8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
OR STAPLES. OR 2" HARDWOOD
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO
ADJACENT SEDIMENT BASINS.
3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES FENCE : WOVEN WIRE 14.5 GAUGE 6"
SPACED EVERY 24" AT TOP AND MID SECTION. MAX. MESH OPENING 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT
STORM WATER POLLUTION PREVENTION PLAN.
4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
FILTER CLOTH :
OVER-LAPPED BY SIX INCHES AND FOLDED.
MINIMUM TENSILE 10. CONTRACTOR SHALL FIELD LOCATE AS REQUIRED WITH APPROVAL BY THE OWNER'S REPRESENTATIVE.
STRENGTH OF 120 LBS.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
(ASTM D-16826)
"BULGES" DEVELOP IN THE SILT FENCE.
6. FENCE TO BE ALIGNED ALONG CONTOUR AS CLOSELY AS POSSIBLE. PREFABRICATED UNIT :
MIRAFI ENVIROFENCE,
STABILIZED CONSTRUCTION ENTRANCE DETAIL
7. FENCE SHALL BE DOUBLED WHERE SHOWN. (DSF) OR APPROVED EQUAL
D NOT TO SCALE
STANDARD SYMBOL SF SF
10'-0"
SILT FENCE DETAIL (TYP.)
A NOT TO SCALE
R
21" 6"
21"
TOP OF CAP
L1
GALVANIZED
END SECTION
A
CONCRETE CAP
ON BULKHEAD
ELEVATION
STORM OUTLET
C-503 6"
W1
W2
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_G-502 ECS DETAILS.DWG
8"
2" SCH. 40 PIPE
RAILING
EXTEND RIP-RAP
TO TOP OF PIPE 2" SCH. 40 PIPE
PLAN POST
VIEW SECTION TOP TEE
D1
2 1/2" SCH. 40 PIPE
6" SELECT GRANULAR 2" SCH. 80 PIPE
MATERIAL; NYSDOT ITEM
NO. 620.08; BEDDING
MATERIAL
3
1 1/2" SCH. 40 PIPE
1
CENTER RAIL
6"
1' 1 PIPE DIMENSION
NOTES:
VARIES (L1) 3 SIZE W1 W2 L1 D1
MIDDLE CROSS
8" 2' 8' 11' 2' 1. RAILING SHALL BE OF ALL WELDED
STEEL CONSTRUCTION.
18" 4.5' 25' 25' 3'
SECTION A 2" SCH. 40 PIPE
24" 6' 34' 25' 3' 2. WELDS SHALL BE GROUND SMOOTH. POST
C-503
*IF D1 = 2' USE NYSDOT MEDIUM STONE 3. PRIME AND PAINT WITH 2 COATS
*IF D1 = 3' USE NYSDOT HEAVY STONE 6" DIA. x 1/2" THK.
RIP-RAP APRON DETAIL BLACK EPOXY FINISH.
BASE PLATE
C NOT TO SCALE
4. INSTALL RAILING ALONG TOP OF CAP
FROM BASELINE STA. 0+00 TO 6+38. 3 - 5/8" DIA. x 6"
EXPANSION
TURBIDITY CURTAIN DETAIL ANCHORS
B NOT TO SCALE POST BASE
RAILING DETAIL
E NOT TO SCALE
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE DETAILS
S. GANNON
CHECKED BY
280.67211
DATE
ADDRESS DRAWING LOCATION
C-502
1 8/5/2021 ISSUED FOR BID SBG M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
NO. INT.
R. HASTINGS
DATE REVISIONSAVED:8/4/21 9:54 PM
6"min
Spacing is
1' to 3' and
random
Cuttings must penetrate
bedding stone or geotextile if
used.
Cuttings must extend to
lowest water of the year.
24" thickness
Medium Stone
NYSDOT Item 6" thickness
620.04 Bedding Stone
BULKHEAD WALL NYSDOT Item
620.08
2 JOINT PLANTING
C-502A NOT TO SCALE
LIVE STAKE
Optional sealant
Remove side branches.
Sharpen end. paint
STEP 1
Obtain willow or willow type adventitiously rootable stock. Material should be from an area with similar soil, climate,
ORDINARY HIGH and location relative to the stream. The material shall be at least two years old and free of disease, rot, or insect
WATER EL. 418.5 infestation. Material shall be harvested while dormant and soaked (1 to 14 days) before installation.
24" MEDIUM STONE,
NYSDOT ITEM 620.04
CANAL BOTTOM
Note: A waterjet (hydrodrill) may
be used to create the pilot hole in
6" BEDDING STONE, silt, loam, and some clay soils. It
NYSDOT ITEM 620.08 does not work well in large gravels
2 ft and cobbles.
2 ft min
min
STEP 2
Create a pilot hole that is perpendicular to the ground surface and deep enough to reach the lowest water table of
the year. The hole shall be 2 3 to 3 4 the length of the live pole.
6"min.
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_C-502A.DWG
Note: If pilot hole is made with a
water jet (hydro drill), backfilling
with water soil slurry may not be
necessary.
DETAIL NOTES: STEP 3
1. REFER TO PLAN SHEET FOR SIDE SLOPES AND FINISHED ELEVATIONS. Tamp live poles into hole. Top of cutting shall be above competing vegetation. Back fill hole with water and soil
mix to achieve good soil to stem contact. Space stakes in a 1 to 3 foot random pattern.
2. INSTALL LIVE STAKES IN STONE FILL ON RIVER BANK AS SHOWN ON DETAIL.
3. ALL ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).
3 LIVE STAKES
C-502A
1 TYPICAL BANK SECTION NOT TO SCALE
C-502A NOT TO SCALE
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE DETAILS
S. GANNON
CHECKED BY
280.67211
DATE
ADDRESS DRAWING LOCATION
C-502A
1 8/5/2021 ISSUED FOR BID M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
NO. INT.
R. HASTINGS
DATE REVISIONSAVED:4/30/21 3:34 PM
I:\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211_C-512 PEDESTRIAN HANDRAIL DETAIL.DWG
PEDESTRIAN HANDRAIL DETAIL
A NOT TO SCALE
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME P. ROMANO
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE PEDESTRIAN HANDRAIL DETAIL
S. GANNON
CHECKED BY
280.67211
DATE
ADDRESS DRAWING LOCATION
C-512
1 8/5/2021 ISSUED FOR BID SBG M. PARRISH 5/11/2021
DRAWN BY ROME, NY
0 3/30/2018 ISSUED FOR OWNER APPROVAL PDR
NO. INT.
R. HASTINGS
DATE REVISIONSAVED:8/5/21 8:37 AM
HEET L-403
S
MATCH LINE
ET
STRE
ES
JAM
POLE SEE LIGHTING
E-502 FIXTURE SCHEDULE
1 CYCLONE BOLLARD FIXTURE CBM1210C
L-100 SCALE: NOT TO SCALE
LIGHT FIXTURE POLE BASES TO MATCH
CYCLONE BOLLARD FIXTURE BASE
(CBM121OC)
Maintain
Slope
Vegetati
on
Mainta
in Slop
Vegeta e
tion
Maint
POLE SEE LIGHTING ain
Veget Slope
ation
E-502 FIXTURE SCHEDULE
1
BOLLARD CBM1210C
L-100
NYS BARGE CANAL
Z:\01_PROJECT _FILES\326-21-994 RAMBOLL ST. JAMES OVERLOOK\03_CAD\326-994_LIGHTING PLAN 08-04-2021.DWG
PLAN
NORTH
LEGEND
LIGHT POST W/DECORATIVE
BASE FOR POST-TOP FIXTURE
LIGHTING PLAN
1"=20'-0" 20' 0 20'
LIGHT POST W/
DECORATIVE BASE FOR
ARM MOUNTED FIXTURE
BOLLARD FIXTURE
04/30/2021
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE. ALL ELEVATIONS IN NAVD88
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
P. Loyola
CITY OF ROME RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. JAMES STREET OVERLOOK LIGHTING PLAN & DETAILS
DESIGNED BY FILE NO.
8/04/2021 ISSUED FOR BID
P. Loyola
CHECKED BY DATE
ADDRESS DRAWING LOCATION
L-100
R1 4/30/2021 ISSUED FOR BID P. Loyola 4/30/2021
R0 3/30/2018 ISSUED FOR OWNER APPROVAL DRAWN BY ROME, NY
NO. DATE INT.
S. Miller
REVISIONSAVED:8/5/21 8:39 AM
HEET L-403
S
MATCH LINE
ET
STRE
ES
JAM
DECIDUOUS TREE 3
PLANTING L-301
EVERGREEN TREE 6
1 PLANTING L-301
Q1
14 NATIVE TURF SLOPE
JPS SEED MIX 3
PO
2
SHRUB PLANTING
L-301
NYS BARGE CANAL Maintain
Slope
Vegetati
on
Mainta
in Slop
Vegeta e
10 tion
EP
14 Maint
ALL OTHER DISTURBED AREAS PV
ain
Veget Slope
ation
PLANT WITH TURF SEED MIX. 9 10 1
SEE SPECIFICATIONS. PAH JVG
3
Q2
1
NS LT
LANDSCAPE
4 RESTORATION
L-301
NYS BARGE CANAL
Z:\01_PROJECT _FILES\326-21-994 RAMBOLL ST. JAMES OVERLOOK\03_CAD\326-814_PLANTING PLAN 2021-07-26.DWG
LEGEND PLAN
NORTH
PROPOSED SHRUBS AND
PROPOSED MEDIUM TREE GROUND COVER
PROPOSED LAWN
PROPOSED SMALL TREE
PLANTING PLAN
1"=20'-0" 20' 0 20'
1 PROPOSED LARGE TREE
PROPOSED TREE LABLE
A1
04/30/2021
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE. ALL ELEVATIONS IN NAVD88
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
P. Loyola
CITY OF ROME RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. JAMES STREET OVERLOOK PLANTING PLAN
DESIGNED BY FILE NO.
8/04/2021 ISSUED FOR BID
P. Loyola
CHECKED BY DATE
ADDRESS DRAWING LOCATION
L-200
R1 4/30/2021 ISSUED FOR BID P. Loyola 4/30/2021
R0 3/30/2018 ISSUED FOR OWNER APPROVAL DRAWN BY ROME, NY
NO. DATE INT.
S. Miller
REVISIONSAVED:8/5/21 8:44 AM
TACK COAT BETWEEN ASPHALT
SURFACES
1 1/2" TOP COURSE (NYSDOT TYPE 7)
2 1/2" BINDER COURSE (NYSDOT TYPE 3)
* ALL DIMENSIONS ARE IN INCHES *
26"
8" SUBBASE (NYSDOT TYPE 2)
FRONT WELDS ARE POLISHED UNTIL
THEY DISAPPEAR, FORMING A
CONTINUOUS SURFACE
31-1/4"
STEEL SLATS ARE FORMED FROM
SEAT
17"
COMPACTED SUBGRADE 1/4" x 1-1/2" SOLID STEEL BARS
HEIGHT
24-3/8"
FINISHED END UNIT IS
MADE FROM 1/2" x 2"
SOLID STEEL BAR
1 ASPHALT PAVEMENT DETAIL - FULL DEPTH
L-300 SCALE: NOT TO SCALE
CLEARANCE FOR 1/2"
ANCHOR BOLTS
72-1/2"
1/2" WIDE COMPRESSIBLE EXPANSION JOINT
1-5/16" TUBULAR STEEL
USED FOR ADDITIONAL SUPPORT
FILLER WITH JOINT SEALANT AND
ELASTOMERIC POOL CAULKING, GRAY.
PROVIDE SAMPLE TO OWNER. 3/8" x 1" SOLID STEEL BARS
ARE WELDED UNDERNEATH
TOOLED CONTROL JOINT, 1.25" DEEP x FOR ADDITIONAL SUPPORT
1/4" WIDE, TOOLED EDGES 1/2" RADIUS
SOFT BRISTLE BROOM FINISH FINISHED END UNITS JOIN TO
SEAL ALL CONCRETE SURFACES
PERPENDICULAR TO SIDE SEATING SECTION WITH FASTENERS
WITH A HEAVY DUTY OIL 70-1/2" CENTER-TO-CENTER
RESISTANT CONCRETE SEALER
CONCRETE PAVEMENT AVAILABLE OPTIONS
POWDER COATING LENGTHS
#3 GRADE REBAR @ 18" O.C. EACH WAY 10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS, STANDARD 4'
CUSTOM COLORS (INCLUDING THE RAL RANGE) STANDARD 6' (AS SHOWN)
INTERMEDIATE & CENTER ARMRESTS STANDARD 8'
COMPACTED AGGREGATE 4', 6', & 8' AVAILABLE WITH OPTIONAL SOLID STEEL ARMRESTS
6"
SUBBASE MATERIAL, NYSDOT NOTES:
TYPE 2 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.
2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY
POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND
6"
COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S
COMPACTED SUBGRADE SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).
3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE
PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.
4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.
5. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN
EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK
OF CHARGED LIQUID ZINC AT OR AROUND 860°F (460°C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC
TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE
NOTES AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING. CONTACT MANUFACTURER FOR DETAILS.
6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.
7. THIS PRODUCT IS SHIPPED PARITALLY UNASSEMBLED.
1. EXPANSION JOINTS TO OCCUR MAX. 20' O.C. & AT ALL CURBS, WALLS, EDGE OF BLUESTONE PAVERS, & WHERE SHOWN
ON PLANS AND OTHER DETAILS.
ALL STEEL CONTOURED BENCH
2. SCORE JOINTS TO BE 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXISTING CONDITIONS. SHOWN: STANDARD 6-FOOT LENGTH
CONTROL JOINTS SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT WHERE NOT DIRECTLY
ABUTTING LAWN OR PLANTING BEDS.
3. ALL EDGES TO BE FINISHED WITH A 14" RADIUS.
Z:\01_PROJECT _FILES\326-21-994 RAMBOLL ST. JAMES OVERLOOK\03_CAD\326-994_L300 L301 L500 L600 L700_ CLA DETAILS 4-30-2021.DWG
4. THE CONCRETE USED SHALL BE 4000 PSI PORTLAND CEMENT, AIR-ENTRAINED, CLASS "D" CONCRETE WITH AN AIR
CONTENT OF 5%, MIN., TO 7%, MAX., AND A SLUMP OF TWO INCHES, MIN., TO THREE INCHES MAX.
3
VICTOR STANLEY BENCH RB-28 OR APPROVED EQUAL
L-300 SCALE: NOT TO SCALE
2 6" CONCRETE SIDEWALK
L-300 SCALE: NOT TO SCALE
04/30/2021
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
P. Loyola
CITY OF ROME RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. JAMES STREET OVERLOOK MATERIAL & AMENITIES
L-300
DESIGNED BY FILE NO.
8/04/2021 ISSUED FOR BID
P. Loyola
CHECKED BY DATE
DETAILS
ADDRESS DRAWING LOCATION
R1 4/30/2021 ISSUED FOR BID P. Loyola 4/30/2021
R0 3/30/2018 ISSUED FOR OWNER APPROVAL DRAWN BY ROME, NY
NO. DATE INT.
S. Miller
REVISIONSAVED:8/5/21 8:42 AM
PROPOSED TREE
PLANTS TO BE INSTALLED AT
SPACING IDENTIFIED ON PLANS
2" SHREDDED HARDWOOD MULCH
NOTE: CONTRACTOR TO INSTALLED PRIOR TO PLANTING
BOTTOM OF TRUNK FLARE SHALL REMOVE ALL BURLAP & ROPES FROM TOP HALF
COORDINATE WITH OF ROOTBALL. REMOVE WIRE BASKET ENTIRELY,
BE SET 2" ABOVE FINISHED GRADE
LANDSCAPE ARCHITECT IF PRESENT. REMOVE NON-BIODEGRADABLE
EXISTING TREES TO REMAIN BURLAP ENTIRELY, IF PRESENT.
FOLLOWING INITIAL
6" DEEP BED OF PLANTING SUBSOIL TO BE
STAK-OUT OF PLAYGARDEN
FORM 6" HIGH X 12" WIDE SAUCER SOIL MIXTURE BROKEN WITH
OF TOPSOIL AT EDGE OF PIT A PICK AXE
PLANTING SOIL MIX, PER SPECS CL
12" NOTE:
LOCATE FENCE AS 1. GROUND COVER SHOULD BE POT OR CONTAINER GROWN.
INDICATED ON PLAN
VARIES
COVER TOPSOIL WITH MULCH, 3" SETTLED
5 GROUNDCOVER PLANTING
DEPTH, 8' DIAMETER AREA PAID UNDER 4.16 BA.
L-301 SCALE: NOT TO SCALE
4' ORANGE PLASTIC
SNOW FENCE EXCAVATE SIDES OF PITS AT AN ANGLE & BREAK UNDISTURBED SOIL. PLACE ROOT BALL ON UNEXCAVATED
UP SURFACE OF PIT TO FORM ROUGH FACE 2X ROOTBALL OR TAMPED SOIL TAMP SOIL AROUND ROOTBALL FIRMLY
DIAMETER WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT.
STEEL FENCE POST AT 6' O.C. 3X ROOTBALL
DIAMETER 8" MIN. 3" DIAMETER X 8' CEDAR OR
PRESSURE TREATED STAKE 2
GARDEN HOSE FRICTION GUARD
DECIDUOUS TREE PLANTING OPPOSITE.
3
L-301 SCALE: NOT TO SCALE 12 GAUGE GALVANIZED WIRE 12 GAUGE GALVANIZED WIRE- 3
TREE PROTECTION
1 EQUALLY SPACED W/ SURVEYORS
L-301 SCALE: NOT TO SCALE FLAGGING TAPE.
GROUND LINE TO BE THE SAME AS
AT THE NURSERY. REMOVE ALL
TWINE & STRAPS. CUT AND REMOVE 4" HARDWOOD MULCH -
BURLAP AND WIRE CAGE FROM TOP EXTEND OVER BERM
1/3 OF ROOTBALL. REMOVE ALL
SYNTHETIC MATERIALS. CONSTRUCT EARTH SAUCER WITH 4" HIGH
BERM FLOOD WITH WATER TWICE IN FIRST
BACKFILL WITH PLANTING 24HRS.
REMOVE ALL TWINE & STRAPS. GROUND LINE TO BE SAME SOIL MIXTURE IN 9" LAYERS.
CUT AND REMOVE BURLAP AND AS AT THE NURSERY WATER EACH LAYER UNTIL 2" x 4" x 3'- 0" CEDAR OR
REWIRE CAGE FROM TOP 13 OF SETTLED. DO NOT TAMP. PRESSURE TREATED ANCHOR.
ROOTBALL. REMOVE ALL 3" SHREDDED HARDWOOD
SYNTHETIC MATERIALS. MULCH- EXTEND OVER BERM
BREAK SUBSOIL WITH A PICK
"
-6
MOUND TOPSOIL HYDROSEED AND MULCH IMPORTED TOPSOIL
2'
CONSTRUCT EARTH SAUCER 1/2 TO 1 INCH
WITH 4" HIGH BERM HIGHER THAN
ADJACENT GRADE
2X ROOT BALL DIA.
FOR SETTLEMENT
4"
NOTES:
BREAK SUB-SOIL 1. SPRAY WITH ANTIDESSICANT IN ACCORDANCE WITH MFG.'S RECOMMENDATIONS.
WITH A PICK BACKFILL WITH PLANTING SOIL ADJUST SUBGRADE TO ALLOW FOR 2. TREES LESS THAN 3" CALIPER SHALL BE STAKED.
MIXTURE IN 9" LAYERS. WATER EACH TOPSOIL THICKNESS 3. TREES GREATER THAN 3" CALIPER AND UP SHALL BE GUYED AND ANCHORED.
LAYER UNTIL SETTLED. DO NOT 4. IF PROVIDED, STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING.
TAMP.
6" MIN. 4 LANDSCAPE RESTORATION
Z:\01_PROJECT _FILES\326-21-994 RAMBOLL ST. JAMES OVERLOOK\03_CAD\326-994_L300 L301 L500 L600 L700_ CLA DETAILS 4-30-2021.DWG
L-301 SCALE: NOT TO SCALE EVERGREEN TREE PLANTING
NOTE: 6
SPRAY WITH ANTIDESSICANT IN ACCORDANCE WITH MFG.'S RECOMMENDATIONS L-301 SCALE: NOT TO SCALE
IF FOLIAGE IS PRESENT.
2 SHRUB PLANTING
L-301 SCALE: NOT TO SCALE
LANDSCAPE NOTES:
1. PLANTING BALL - ON B&B MATERIAL, BURLAP AND WIRE BASKET OR OTHER
CONTAINER SHALL BE REMOVED FROM THE UPPER HALF OF THE ROOT BALL
AND DISPOSED OF.
2. HEIGHT OF THE PLANTING SAUCER SHALL BE 3''.
3. MULCH SHALL BE A MAXIMUM OF 3'' DEEP AND TAPERED DOWN TO LEAVE
THE ROOT FLARE EXPOSED.
WHEN PLANTING ON SLOPES, DOWNHILL SIDE MUST BE STABILIZED
APPROPRIATELY OR SEEDING ON DOWNHILL SIDE MAY BE SPECIFIED.
4. MATERIALS FOR PROTECTION OF PLANTS SHALL BE A COMMERCIALLY
AVAILABLE PRODUCT OR SYSTEM FOR SUPPORTING OF TREES.
5. ALL TAGS, LABELS, ETC. SHALL BE REMOVED FROM THE PLANTS.
6. THE ROOT FLARE SHALL BE VISIBLE AND LEVEL WITH SURROUNDING SOIL.
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
P. Loyola
CITY OF ROME RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. JAMES STREET OVERLOOK PLANTING
L-301
DESIGNED BY FILE NO.
8/04/2021 ISSUED FOR BID
P. Loyola
CHECKED BY DATE
DETAILS
ADDRESS DRAWING LOCATION
4/30/2021 ISSUED FOR BID P. Loyola 4/30/2021
3/30/2018 ISSUED FOR OWNER APPROVAL DRAWN BY ROME, NY
NO. DATE INT.
S. Miller
REVISIONSAVED:5/11/21 10:10 AM
PT
: 3+
E
ELIN
AS
29.
NB
OAD IO
98
CT
R U
PC: 2+67.74
TR
CK CO
NS
MU
LEGEND
3+00 425
415 EXISTING MAJOR CONTOUR
0
43
2+00 EXISTING MINOR CONTOUR
AIL
L TR 420 PROPOSED MAJOR CONTOUR
1+00 C ANA
X IS TING PROPOSED MINOR CONTOUR
ASELINE E
CTION B
CONSTRU
0+00 E ELECTRIC LINE
25
TIE- '-0" W WATER SUPPLY LINE
BAC PI STA:2+99.11
K
NORTHING: 1168862.41 LIGHT POLE
ET
EASTING: 1118201.86
RE
1
S-
ST
30
1
NORMAL POOL
ES
W.S. EL. 418.5
NZ 19 SHEET PILE TIE-BACK
M
ANCHOR WALL (BURIED- SEE
JA
SECTION 1 ON SHEET S-301) 5
41
PROPOSED
R.
CULVERT
0
43
=1
OUTLET
07
'-
0"
T/ CONC. CAP
EL. 428.0' (TYP.)
440
NZ 19 SHEET PILE BULKHEAD
AB BRI
5
UT DG
44
WITH REINFORCED CONCRETE
M E L BULKHEAD CAP (SEE SECTION 1
EN
T NG WAL ON SHEET S-301)
C . WI
CON "±
'-0
435 152 FLOATING DOCK ASSEMBLY
=
TH (BY OTHERS)
NG
LE
\\RAMUNYFILE01.RAMBOLL.RAMBOLL-GROUP.GLOBAL.NETWORK\PROJECTS\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211-001.DWG
C
AR
430
BRIDGE ABUTMENT
REMAINS
NORTH
PARTIAL PLAN - JAMES STREET OVERLOOK BULKHEAD
1"=20'-0" 20' 0 20'
440 440
152'-0"±
EXIST. GRADE
EPOXY COATED RAILING
(SEE DETAIL ON SHEET C-504)
430 430
T/ WALL EL. 428.0'
FINAL GRADE
420 420
ELEVATION
ELEVATION
REINF. CONC. CAP CONTROL JOINTS
NZ 19 SHEET PILE
(SEE DETAIL ON (SPA. @ 30'-0" TYP.)
BULKHEAD (30' LONG)
SHEET S-302)
410 410
400 400
B/ SHEET PILE WALL EL. 397.0'
390 390
PROFILE - JAMES STREET OVERLOOK BULKHEAD
1"=20'-0" HORIZ. 20' 0 20'
1"=10'-0" VERT. 10' 0 10'
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME R. BOWERS
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE JAMES STREET OVERLOOK
DDW
CHECKED BY
280.67211
DATE
BULKHEAD INSTALLATION S-101
ADDRESS DRAWING LOCATION
1 5/11/2021 ISSUED FOR BID RRB JMQ 5/11/2021
DRAWN BY ROME, NY JAMES STREET OVERLOOK
0 3/30/2018 ISSUED FOR OWNER APPROVAL RRB
NO. INT.
MK
DATE REVISIONSAVED:5/10/21 5:22 PM
36'-0"± LIMITS OF EXCAVATION
25'-0"
25'-0" TIEBACK (TYP.) TIE-BACK (TYP.)
3/4" Ø GALVANIZED
A BOLT INSTALLED IN B
S-301 "OVERCLAW" SIDE S-301
ORIGINAL GROUND 20'-0" WALKWAY 3'-0"
SURFACE ELEVATION (TYP.)
CONCRETE CAP. (FOR TURNBUCKLE
REINF. DETAILS SEE (TYP.)
BULKHEAD DETAIL ON
SHEET S-302)
REPLACE WITH
1'-0"
SUITABLE EXCAVATED
MATERIAL
2% SLOPE C15x33.9
T.O. CONC. BULKHEAD CAP
9'-2 1/4"
EL. 428.0' (VARIES-SEE PLAN VIEWS) (TYP.)
T.O. SHEET PILE
EL. 427.0'
(VARIES)
5'-3"±
SELECT FILL (VARIES)
3'-0"
SPLICE PLATE
6'-0"
TYPE D OR F NZ 19 SHEET (TYP.) 1"Ø THREADED NZ 19 SHEET
PILE BULKHEAD BAR (TYP.) PILE ANCHOR
TIE ROD
EL. 424.0' WALL
8'-0"
LIMIT OF ORIGINAL GROUND
30'-0"
EXCAVATION SURFACE ELEVATION
NZ 19 SHEET PILE LIMIT OF C15x33.9
8'-0" LONG ANCHOR EXCAVATION N.W.L. EL. 418.5' (TYP.)
WALL (TYP.)
1'-0" NZ 19 SHEET PILE
30'-0" LONG (HARBOR
SIDE) BULKHEAD (TYP.)
(SEE SHEET PILE NOTES)
PARTIAL PLAN - TYPICAL BULKHEAD/ANCHOR WALL CONNECTION
1/4"=1'-0" 4' 2' 0 2' 4'
3/8"x12"x12"
STEEL PLATE
1'-0"
"B" - STEEL PIPE B.O. SHEET PILE
WALL SLEEVE EL. 397.0 (VARIES-DRIVE PILES FULL LENGTH) 3/4" Ø GALV. BOLT
INSTALLED IN
"OVERCLAW" SIDE
(TYP.)
\\RAMUNYFILE01.RAMBOLL.RAMBOLL-GROUP.GLOBAL.NETWORK\PROJECTS\ROME-C.280\67211.WATERFRONT-VILL\DOCS\DWG\SHEETS\JAMES ST OVERLOOK 2021\67211-006.DWG
BULKHEAD MOUNTING PLATE 1 TYPICAL BULKHEAD/ANCHOR WALL SECTION
S-101 1/4"=1'-0" 4' 2' 0 2' 4'
NZ 19 SHEET WATER SIDE
PILE BULKHEAD C15x33.9
WALL (TYP.)
1'-0" SQ.
"A" "C" - LINK CONCRETE CAP. (FOR 3'-0" 8'-0"±
DIA. SEAL SIZE REINF. DETAILS SEE 1"Ø
3 BULKHEAD DETAIL ON THREADED
16
SHEET S-302) BAR (TYP.)
ORIGINAL GROUND FLOATING DOCK
1'-0"
3/8"x12"x12" SURFACE ELEVATION ASSEMBLY (BY
STEEL PLATE OTHERS)
T.O. CONC. BULKHEAD CAP
8"
EL. 421.0' (SEE SHEET S-105)
T.O. SHEET PILE
EL. 420.0' 1"Ø
C15x33.9
"B" - STEEL PIPE 2'-0" N.W.L. EL. 418.5'
(TYP.)
NZ 19 SHEET THREADED
WALL SLEEVE NZ 19 SHEET PILE ANCHOR BAR (TYP.)
PILE BULKHEAD WALL
"B"
DIA.
CUT SQUARE OPNG.
IN SHEET PILE FOR PIPE SLEEVE
NZ 19 SHEET PILE
25'-0" LONG (HARBOR
SIDE) BULKHEAD (TYP.)
BULKHEAD SMALL DIA. (SEE SHEET PILE NOTES)
C PIPE PENETRATION DETAIL
- 1/2"=1'-0" 2' 1' 0 1' 2'
25'-0"
A BULKHEAD DETAIL B ANCHOR WALL DETAIL
S-301 1/2"=1'-0" 2' 1' 0 1' 2' S-301 1/2"=1'-0" 2' 1' 0 1' 2'
LINK SEAL SIZING TABLE
PIPE SIZE ACTUAL SIZE PIPE WALL SLEEVE LINK SEAL LINKS PER
(NOM.) - "A" (INCHES) (NOM.) - "B" SIZE - "C" SEAL
SHEET PILE NOTES:
1 1.315 2.5 LS-200- 5 1. WALL HEIGHT WILL VARY ALONG PLAN
ALIGNMENT. MAXIMUM SHEET PILE WALL HEIGHT
1 1/2 1.900 3 LS-200- 7
ABOVE MUDLINE SHALL NOT EXCEED 12.0 FEET.
2 2.375 3.5 LS-200- 8 FUTURE DREDGING ADJACENT TO BULKHEAD
SHALL BE LIMITED TO THAT DEPTH WHICH
3 3.500 6 LS-360- 7
B.O. SHEET PILE RESULTS IN MAXIMUM WALL HEIGHT STATED
4 4.500 6 LS-300- 10 EL. 395.0 (VARIES-DRIVE PILES FULL LENGTH) ABOVE.
6 6.625 10 LS-475- 10
2. SHEET PILES SHALL BE DRIVEN FULL LENGTH TO
8 8.625 12 LS-475- 12 PLAN TOP OF PILE ELEVATION, REGARDLESS OF
10 10.750 14 LS-425- 10 2 TYPICAL BULKHEAD CANTILEVER WALL SECTION FINAL SHEET PILE TIP ELEVATION.
12 12.750 16 LS-425- 12 S-105 1/4"=1'-0" 4' 2' 0 2' 4' 3. SHOP COAT STEEL SHEETS ON CANAL SIDE WITH
COAL TAR EPOXY FROM EL. 420.5' TO EL. 416.5'.
4. PLACE NO MORE THAN 4 FEET OF BACKFILL
BEHIND SHEET PILE WALL UNTIL ANCHOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED CONNECTIONS ARE COMPLETE.
UNLESS ACTING UNDER THE DIRECTION OF A WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE.
LICENSED ENGINEER, TO ALTER THIS DOCUMENT. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT.
CLIENT DESIGNER / PROFESSIONAL ENGINEER RESPONSIBLE PROJECT SHEET DESCRIPTION
CITY OF ROME R. BOWERS
DESIGNED BY FILE NO.
RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. ROME WATERFRONT VILLAGE BULKHEAD INSTALLATION
DDW
CHECKED BY
280.67211
DATE
SECTIONS & DETAILS S-301
ADDRESS DRAWING LOCATION
1 5/11/2021 ISSUED FOR BID RRB JMQ 5/11/2021
DRAWN BY ROME, NY JAMES STREET OVERLOOK
0 3/30/2018 ISSUED FOR OWNER APPROVAL RRB
NO. INT.
MK
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