2024-09-18 Peace Officer Memorial - PHASE 1.pdf
PDF 1 MB Posted
- Attached to
- Peace Officer Monument ADA Parking
- Solicitation number
- 005-RFQ-1323-2025
- Issued by
- Warren County, Iowa
About this file
This file comprises civil engineering construction drawings for Phase 1 of the Peace Officer Memorial ADA Stall Addition project located at 215 E 7th Street, Des Moines, Iowa, prepared by the Iowa Department of Administrative Services. The project scope includes removal of existing pavement, curbs, gutters, and sidewalk sections; installation of ADA-compliant parking improvements with detectable warning panels; grading and drainage modifications; and site restoration through sodding and landscaping preparation. The drawings include existing conditions and demolition plans, site plans with ADA parking layout specifications, grading plans with drainage details, and construction details for curb ramps, pavement cross-sections, and ADA parking signage. The project involves protection of existing site elements including light poles, electrical lines, trees, and adjacent paving during construction, with specific requirements for sawcutting, compaction standards, and concrete specifications. Construction staging requires coordination with the Capitol Complex facility management, maintenance of adjacent building access, and implementation of green construction fencing and traffic control measures throughout the project duration.
The construction documents specify concrete paving requirements using Iowa DOT Type C-4 mix with compressive strength of 4000 PSI at 28 days, joint spacing not exceeding 12 feet, and heavy broom finish with white pigment liquid curing compound. Contractor responsibilities include photo documentation of existing conditions prior to work commencement, replacement of all pavement damaged during construction at no additional cost, restoration of disturbed areas through scarification and sodding, removal of excess soil material, and compliance with erosion control and stormwater management requirements. The project is designated as less than one acre, eliminating NPDES permit requirements, though best management practices for dust control, wash water detention, and material spill prevention must be implemented. All work shall conform to the most recent Iowa Statewide Urban Design and Specifications (SUDAS) standards, with one set of test cylinders required for each 100 cubic yards of concrete poured and testing conducted and paid for by the owner.
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Text version
16"
4"
PLANTER AREA
STORM INTAKE
TOP CURB=43.21'
GUTTER=42.71'
PLANTER AREA
PLANTER AREA
PLANTER AREA
PLANTER AREA
PLANTER AREA
PLANTER AREA PLANTER AREA
PROTECT EXISTING
SIDEWALK PAVING (TYP)
REMOVE EXISTING SIDEWALK PAVING
TO MONUMENT IN PHASE 2 - PROTECT
SIDEWALK DURING PHASE 1
REMOVE PLANTER
BEDS - SALVAGE
METAL EDGING
3.5 0'
REMOVE EXISTING PCC
PAVING AND EXISTING CURB
AND GUTTER SECTION -
SAWCUT FULL DEPTH (TYP)
PROTECT EXISTING
CURB AND GUTTER (TYP)
PROTECT EXISTING
PCC SLAB (TYP)
PROTECT EXISTING
STONE SLABS
PROTECT EXISTING
SIDEWALK PAVING (TYP)
PROTECT EXISTING LIGHT
POLE AND FOOTING
REMOVE EXISTING
PCC STEPS (TYP)
LOCATE EXISTING SITE
LIGHTING ELECTRICAL LINE AND
PROTECT - NOTIFY OWNER IF
LINE NEEDS TO BE RELOCATED
PROTECT EXISTING PCC
PAVEMENT (TYP)
PROTECT EXISTING
TREE (TYP)
PROTECT EXISTING TREE (TYP)
GENERAL SITE
PLAN MARK DESCRIPTION
LEGEND
SIDEWALK PAVING REMOVAL
PCC PAVING REMOVAL
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NORTH
16"
4"
PLANTER AREA
STORM INTAKE
TOP CURB=43.21'
GUTTER=42.71'
PLANTER AREA
PLANTER AREA
PLANTER AREA
PLANTER AREA
8.0' 5.0'
6.0'
6.
0'
17.0'
1.
5'
.0
PCC PAVING (TYP)
17.9'
12.3'
.9
SIDEWALK PAVING (TYP)
6" PCC CURB AND
GUTTER (TYP)
6" PCC CURB AND GUTTER
PCC SIDEWALK PAVING (TYP)
PROTECT EXISTING LIGHT POLE
AND ELECTRICAL LINES (TYP)
LOCATE EXISTING SITE
LIGHTING ELECTRICAL LINE AND
PROTECT - NOTIFY OWNER IF
LINE NEEDS TO BE RELOCATED
INSTALL SALVAGED
STEEL EDGING TO MATCH
EXISTING AT LOCATION
OF SIDEWALK REMOVAL
PAINT STRIPE TO MAKE TWO
EQUAL DIMENSIONED STALLS
TAPER TO ZERO CURB
HEIGHT OVER 2'
TAPER FROM 6"
HEIGHT CURB TO 3"
HEIGHT CURB OVER 2'
5.
6.00' RAISED 3" CURB
SOD ALL AREAS IMPACTED
BY CONSTRUCTION
LANDSCAPING AND
MULCH BY OTHERS
DRAINAGE CURB DROP -
REFER TO GRADING PLAN
ADA PARKING HATCHING
AND SYMBOL
SOD ALL AREAS IMPACTED
BY CONSTRUCTION
LANDSCAPING
SOD
INSTALL CAST IRON DETECTABLE
WARNINGS/TRUNCATED DOMES
1.50'
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GENERAL SITE
PLAN MARK DESCRIPTION
LEGEND
SIDEWALK PAVING
PCC PAVING
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43.96 ME
43.53 ME
43.25 ME
45.02 ME
46.39 ME
47.22 ME
47.35 ME
45.78 ME
45.63 ME
45.45 ME
45.11 ME
44.87 TC
44.37 GU
44.93 TC
44.43 GU
44.82 TC
44.32 GU
44.91 TC
44.41 GU
45.45 TC
44.95 GU
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44.28 46.24 ME
46.44
46.52
46.63
46.74
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16"
4"
PLANTER AREA
STORM INTAKE
TOP CURB=43.21'
GUTTER=42.71'
PLANTER AREA
PLANTER AREA
PLANTER AREA
PLANTER AREA
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TC
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G U
46.05 TC
45.80 GU
46.05 TC
45.80 GU
44.84 TC
44.34 GU
8.34%
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45.89 GU
46.05 TC
45.80 GU
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TC
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1.75%
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TC
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G U
4.62%
4.95%
4.78%
4.79%
1.85%
4.92%
2.
46.06 TC
45.81 GU
2.23%
46.68 TC 46.43 GU
46.79 TC
46.54 GU
45.10 TC
44.60 GU
45.94 TC
45.69 GU
45.22
44.97 45.22
45.01 45.22
45.06
45.08 ME
45.54 ME
45.25
LANDSCAPING
SOD
PLACE A MINIMUM OF 6" OF
TOPSOIL IN PLANTING AREAS
AND LEAVE FINISH GRADE 2"
LOWER TO ACCOMODATE
MULCH AND LANDSCAPING TO
BE COMPLETED BY OWNER
CURB DROP FOR
DRAINAGE
CONFIRM POSITIVE
DRAINAGE IN ALL
ADJACENT AREAS (TYP)
PLACE A MINIMUM OF 6" OF
TOPSOIL IN PLANTING AREAS
AND LEAVE FINISH GRADE 2"
LOWER TO ACCOMODATE
MULCH AND LANDSCAPING TO
BE COMPLETED BY OWNER
ADJUST ADJACENT GRADES TO
BLEND INTO PROPOSED
IMPROVEMENTS (TYP)
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6" 6"
EXISTING SUBGRADE OR
COMPACTED FILL (98% STANDARD
PROCTOR DENSITY)
EXISTING SUBGRADE OR
COMPACTED FILL (98%
STANDARD PROCTOR
DENSITY)
P.C.C.P.C.C.
SIDEWALK
P.C.C.
PAVING
6"
SCARIFIED AND
RECOMPACTED SUBGRADE
(98% STANDARD PROCTOR
DENSITY)
SCARIFIED AND
RECOMPACTED SUBGRADE
(98% STANDARD PROCTOR
DENSITY)
C4 SIDEWALK RAMPS
1 PERPENDICULAR CURB RAMP: TARGET RUNNING SLOPE OF 6.25% WITH MAXIMUM RUNNING SLOPE OF 8.3%. MATCH PEDESTRIAN STREET CROSSING CROSS SLOPE AT BACK OF CURB. AT MID-BLOCK CROSSINGS, CROSS SLOPE MAY
EXCEED 2.0% TO MATCH ROADWAY GRADE.
2 PARALLEL CURB RAMP: TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF THE RESULTING SLOPE. DO NOT EXCEED
8.3% SLOPE FOR PARALLEL RAMPS SHORTER THAN 15 FEET.
3 TURNING SPACE: TARGET SLOPE OF 1.5%, WITH A MAXIMUM SLOPE PERPENDICULAR TO THE TRAVEL DIRECTIONS OF 2.0%. AT MID-BLOCK CROSSINGS, CROSS SLOPE OF LANDING MAY EXCEED 2.0% TO MATCH ROADWAY GRADE. MINIMUM
4 FEET BY 4 FEET.
4 FLARE (10:1 MAX) REQUIRED IF RAMP IS CONTIGUOUS WITH SIDEWALK.
CURB RAMP
TURNING SPACE
DETECTABLE WARNING
E4 PAVEMENT CROSS SECTION
24" MIN. GUTTER
T 6"
R=2" R=1"
6"
2" 1" 5"
T = THICKNESS OF PAVEMENT
NOTE: ADJUST PROPOSED CURB PROFILE
TO MATCH ADJACENT CURBS
E3 PCC INTEGRAL CURB
A4 ADA PARKING SIGN
1'
1'
6" 5'
M
IN
IM
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3'
2'
NOTE: SIGNS SHALL BE PLACED AT THE FRONT
CENTER OF THE PARKING SPACE NO MORE THAN
12" FROM THE FRONT OF THE PARKING SPACE.
CONCRETE BASE (FOR ASPHALT
PARKING LOTS ONLY)
PAVEMENT OR SIDEWALK
11" ROUND OR SQUARE PLACE 58" THICK
2" x 5" SLEEVE ANCHORS
(4 REQUIRED)
WELDED JOINT
2-1/2" OD STEEL POST
FILLED WITH CONCRETE
SIGN (R7-I101)
R7-8 HANDICAPPED PARKING
SIGN (SEE NOTE)
CONSTRUCTION STAGING NOTES
1. CONTRACTOR SHALL COORDINATE ALL STAGING
AREAS WITH THE FACILITY AND CONSTRUCTION
MANAGER.
2. CONTRACTOR SHALL REPLACE ALL PAVEMENT
DAMAGED BY CONSTRUCTION ACTIVITIES AT THE END
OF CONSTRUCTION. CONTRACTOR TO PROVIDE PHOTO
DOCUMENTATION OF EXISTING CONDITIONS PRIOR TO
BEGINNING WORK.
3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS
NOT TO BE PAVED TO THEIR ORIGINAL CONDITION AT
THE END OF CONSTRUCTION. ALL DISTURBED AREAS
SHALL BE SCARIFIED, TILLED AND SODDED.
CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION
PRIOR TO BEGINNING WORK.
4. CONTRACTOR SHALL PROVIDE BARRICADES, FENCING
OR OTHER DEVICES TO KEEP UNAUTHORIZED
PERSONNEL OUT OF PROJECT SITE.
TRAFFIC AND PEDESTRIAN CONTROL
NOTES
1. CONTRACTOR TO COORDINATE WITH CAPITOL
COMPLEX PROIR TO CLOSING DOWN PARKING DURING
CONSTRUCTION. ACCESS TO ADJACENT BUILDINGS,
DRIVES, PARKING AND SIDEWALKS ARE TO BE
MAINTAINED THROUGHOUT CONSTRUCTION UNLESS
APPROVED BY OWNER.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTROL TRAFFIC DURING CONSTRUCTION AND
PROVIDE ADEQUATE TRAFFIC AND PEDESTRIAN
CONTROL AND SIGNAGE.
3. CONTRACTOR TO INSTALL AND MAINTAIN GREEN
CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE
CONSTRUCTION. CONTRACTOR SHALL ASSUME
PEDESTRIAN TRAFFIC WILL BE IN THE AREA
THROUGHOUT THE PROJECT DURATION.
4. CONTRACTOR TO COORDINATE CONSTRUCTION
ACCESS, STAGING AND PARKING AREAS WITH FACILITY
AND CONSTRUCTION MANAGER AND MINIMIZE IMPACTS
TO FACILITY'S OPERATIONS.
DEMOLITION NOTES
1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS
SHOULD BE CONSIDERED MINIMUM REMOVAL AND
REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL
ADJUST REMOVAL LIMITS AND DIMENSIONS AS
REQUIRED BY CONSTRUCTION MEANS AND METHODS
AND ACTUAL SITE CONDITIONS. CONTRACTORS
SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL
AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS
AS ADDITIONAL COMPENSATION REQUESTS FOR
ADJUSTED OR EXPANDED REMOVAL LIMITS WILL NOT
BE APPROVED.
2. CONTRACTOR SHALL REPLACE AT NO COST TO THE
STATE ALL DAMAGED STREETS, DRIVES, SIDEWALKS,
CURB AND GUTTER, SIGNS, PAVEMENT MARKINGS,
LIGHTS, FENCES AND ALL OTHER SURFACE
STRUCTURES NOT SCHEDULED TO BE REMOVED
DURING THE COURSE OF THE WORK.
3. ALL LANDSCAPING, INCLUDING TREES, SHRUBS AND
PERENNIALS NOT CALLED OUT TO BE REMOVED OR
APPROVED FOR REMOVAL BY CONSTRUCTION
MANAGER, SHALL BE PROTECTED AND REPLACED AT
NO COST TO THE STATE IF DAMAGED DURING
CONSTRUCTION. REPLACE TREES WITH (1)
EQUIVALENT TREE UP TO 6" CALIPER AND (1)
ADDITIONAL TREE FOR EVERY 6" CALIPER BEYOND
THAT. ALL PLANTS THAT ARE DESTROYED OR
DAMAGED SHALL BE REPLACED WITH NEW PLANTS OF
THE EQUIVALENT TYPE.
4. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER
OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY
THE CONTRACTOR, THE ENTIRE SECTION SHALL BE
REMOVED AND REPLACED. PAVEMENT, CURBS AND
GUTTERS AND SIDEWALKS SHALL BE REMOVED TO THE
NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE
EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL
DOCUMENT (OR PHOTOGRAPH) ALL CRACKED PCC
PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO
CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT
DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO
CONSTRUCTION TRAFFIC (EXTENDS BEYOND
CONSTRUCTION LIMITS), THE CONTRACTOR SHALL
REPLACE THE DAMAGED AREA AT NO ADDITIONAL
COST TO STATE.
GRADING AND EROSION CONTROL
NOTES
1. THE DISTURBED CONSTRUCTION AREA IS LESS THAN 1
ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
ARE NOT REQUIRED.
2. BEST MANAGEMENT PRACTICES (BMPs) AND
CONTROLS SHALL CONFORM TO FEDERAL, STATE OR
LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS
APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS
DIRECTED BY CONSTRUCTION MANAGER OR OWNER'S
REPRESENTATIVE.
3. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE
CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE
DETAINED AND PROPERLY TREATED OR DISPOSED.
4. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS
SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE
TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS
AND LEAKS.
5. DUST ON THE SITE SHALL BE CONTROLLED. THE USE
OF MOTOR OILS AND OTHER PETROLEUM BASED OR
TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS
IS PROHIBITED.
6. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH
MATERIALS SHALL BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS SHALL BE PREVENTED FROM
LEAVING THE PREMISES THROUGH THE ACTION OF
WIND OR STORMWATER DISCHARGE INTO DRAINAGE
DITCHES OR WATERS OF THE STATE.
7. ALL MATERIALS SPILLED, DROPPED, WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO
STORM DRAINS MUST BE REMOVED IMMEDIATELY.
8. CONTRACTORS OR SUBCONTRACTORS WILL BE
RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY
HAVE COLLECTED IN THE STORM SEWER DRAINAGE
SYSTEMS IN CONJUNCTION WITH THE STABILIZATION
OF THE SITE.
9. ALL STORM SEWER INTAKES THAT RECEIVE
STORMWATER RUNOFF FROM DISTURBED AREAS
SHALL BE PROVIDED WITH INLET PROTECTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLATION, PERIODIC CHECKING AND
REINSTALLATION OF EROSION AND SEDIMENTATION
CONTROL MEASURES.
11. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING
WITH STORMWATER RUNOFF AND EROSION CONTROL.
12. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL
EXCESS SOIL MATERIAL CREATED BY THE PROJECT
PAVEMENT GENERAL NOTES
1. ALL PROPOSED PAVEMENT PATCHES ARE
APPROXIMATE ONLY AND SHOULD BE CONSIDERED
MINIMUM REMOVAL EXTENTS. EXTEND AND ADJUST
PAVEMENT PATCHES AS REQUIRED WITH PRIOR
APPROVAL BY ENGINEER.
2. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO
AVOID PONDING. ANY PONDING ON PAVEMENT
PATCHES, NEW PAVING OR ADJACENT PAVING WILL BE
CONSIDERED UNACCEPTABLE AND SHALL BE
REPLACED.
3. USE TYPE "A" COMPACTION PER IOWA DOT STANDARD
SPECIFICATIONS ON SUBGRADE AND SUBBASE.
SPECIFICATIONS
THE MOST RECENT EDITION OF THE IOWA STATEWIDE
URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL
APPLY TO ALL SITE WORK PERFORMED ON THIS PROJECT
EXCEPT AS MODIFIED HEREIN.
A. CONCRETE PAVING
CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE
WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM
TO IOWA DOT SPECIFICATIONS FOR AIR-ENTRAINED TYPE
C-4 MIX WITH TYPE I CEMENT.
FLY ASH (CONTRACTOR'S OPTION): ASTM C618, TYPE C,
NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.
COARSE AGGREGATE: DURABILITY SHALL BE CLASS III, 3/4"
MAX.
COMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI
@ 28 DAYS
SLUMP: 3" ± 1" or 8" MAXIMUM WITH SUPER PLASTICIZER OR
AS APPROVED BY GEOTECHNICAL ENGINEER
AIR CONTENT: 7.0% ± 1.0% OR AS APPROVED BY
GEOTECHNICAL ENGINEER
WATER/CEMENT RATIO: NOT TO EXCEED 0.53
FINISH: HEAVY BROOM FINISH
TESTING: ONE SET OF TEST CYLINDERS REQUIRED FOR
EACH 100 CY, OR PORTION THEREOF, OF CONCRETE
POURED PER WORK LOCATION. CONCRETE TESTING TO BE
DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL
COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND
GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.
SURFACE CURING: CONTRACTOR SHALL APPLY WHITE
PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO
FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND
SURFACE MOISTURE HAS DISAPPEARED OR WITHIN 30
MINUTES AFTER FORMS ARE REMOVED.
SUBMIT CONCRETE MIX DESIGN FOR APPROVAL.
COLD WEATHER CONCRETE: WHEN THE ATMOSPHERIC AIR
TEMPERATURE MAY BE EXPECTED TO DROP BELOW 40°F
AT THE TIME CONCRETE IS DELIVERED TO THE WORK SITE,
DURING PLACEMENT OR AT ANY TIME DURING CURING
PERIOD, CONCRETE SHALL BE MIXED, PLACED AND
PROTECTED IN ACCORDANCE WITH ACI STANDARD 306,
"RECOMMENDED PRACTICE FOR COLD WEATHER
CONCRETING." IT IS THE OWNER'S PREFERENCE TO AVOID
COLD WEATHER CONCRETE AND PROVIDE TEMPORARY
GRANULAR SURFACING FOR SIDEWALK AND PAVING AS
REQUIRED.
B. EXPANSION JOINT FILLER
CLOSED CELL POLYETHYLENE WITH STRIP-OFF CAP FOR
SEALANT.
C. JOINT SEALANT
PAVING JOINTS SHALL BE SEALED PER IOWA DOT
SPECIFICATIONS. BACKER ROD SHALL NOT BE USED FOR
JOINT SEALING.
D. PAVEMENT JOINTING
PROVIDE IDOT TYPE 'C' JOINTS FOR JOINTS IN PARKING
LOT. PROVIDE JOINTS AT A MAXIMUM SPACING OF 12 FEET
FOR PAVING OR SQUARE PANELS FOR SIDEWALKS.
PROVIDE IDOT TYPE 'RD' OR TYPE 'BT' JOINTS TO TIE INTO
EXISTING PAVING.
PROVIDE IDOT TYPE 'DW' JOINTS FOR END OF DAY PAVING.
SAW CUTTING TO BE COMPLETED A MAXIMUM OF 24 HOURS
FROM CONCRETE PLACEMENT. RANDOM CRACKING
CAUSED BY DELAYED SAW CUTTING MAY REQUIRE
REMOVAL AND REPLACEMENT.
CONTRACTOR TO PROVIDE OWNER'S REPRESENTATIVE
WITH A POURING SEQUENCE AND JOINTING PLAN FOR
APPROVAL PRIOR TO PAVING.
E. TOPSOIL
STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN
ALL AREAS TO BE SODDED. THE DEPTH OF TOPSOIL SHALL
BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND
SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES,
GRADES AND ELEVATIONS. PROVIDE ADDITIONAL TOPSOIL
IF EXISTING TOPSOIL IS NOT PROPERLY HANDLED AND
PROTECTED.
F. SITE RESTORATION
SODDING: ALL DISTURBED AREAS ON THE SITE NOT TO BE
PAVED OR LANDSCAPED SHALL RECEIVE SOD.SOD
MATERIALS AND INSTALLATION SHALL MEET SUDAS
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR
PREPARING SOD, APPLYING SOD AND THE FIRST WEEK OF
WATERING POST SOD PLACEMENT. OWNER WILL ASSUME
RESPONSIBILITY OF WATERING AFTER ONE WEEK.
G. SIDEWALK RAMPS
ALL SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING
TO THE SIDEWALK RAMP DETAILS IN THESE DRAWINGS AND
IN FULL COMPLIANCE WITH PROPOSED ACCESSIBILITY
GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC
RIGHT-OF-WAY (ALSO KNOWN AS PROWAG) AND THE
AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES.
CONTRACTOR IS RESPONSIBLE FOR ALL COMPLIANCE WITH
CROSS SLOPE AND GRADE REQUIREMENTS FOR ALL
EXISTING RAMPS WHICH ARE REQUIRED TO BE REMOVED
AND REPLACED AS PART OF THE PROPOSED
IMPROVEMENTS. ADJUSTMENTS TO EXISTING RAMPS
SHOULD BE ANTICIPATED TO BRING ALL DISTURBED RAMPS
INTO COMPLIANCE INCLUDING THE REMOVAL OF SOME
ADDITIONAL PAVING TO ACCOMMODATE REQUIRED
SIDEWALK GRADES. IF THE CONSTRUCTION CANNOT BE
COMPLETED ACCORDING TO THE SPECIFIED LIMITS THE
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
CONCRETE PLACEMENT TO REVIEW PROPOSED
ADJUSTMENTS.
DETECTABLE WARNINGS/TRUNCATED DOMES: USE
MANUFACTURED DETECTABLE WARNING PANELS WITH A
NON-SLIP SURFACE AND RAISED TRUNCATED DOMES
MEETING PROWAG DIMENSION AND PLACEMENT
REQUIREMENTS. DETECTABLE WARNING PANELS SHALL BE
CAST IRON..
File details come from the government source that posted it. Updated .