HomeMy WebLinkAbout20220934 Cardona's Site Plan 222 Washington Ave Plans As-Approved (6)-A
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LIMIT OF DISTURBANCE (0.2 ACRES)
PROPERTY LINE
STORM PIPE
YARD DRAIN
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING TREELINE
PROPOSED TREELINE
EXISTING TREES (GREATER THAN 3" DBH)
SEE NOTE 10, SHEET L-2.0
3 CATCH BASIN
%IN, PROTECT
CONSTRUCTION
EXISTING GRADE
►LONG INTERFACE
AND EXISTING
:NT, TYP.
3ED EASEMENT
DONA'S
)GA, LLC
3 CATCH BASIN
TO MATCH
3, EL 319.86±
20 10 0 5 10 15 20
Scale. 1" = 20'
GRADING NOTES
1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED
9/19/22 PERFORMED BY HERSHBERG & HERSHBERG CONSULTING
ENGINEERS AND LAND SURVEYORS.
2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK
STATE LICENSED LAND SURVEYOR.
3, CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS
PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY
CONSTRUCTION.
4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH
TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT.
MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES
NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE PRIOR TO CONTINUING WORK.
5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT
EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING
THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
PRIOR TO CONTINUING WORK.
6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH
AND IN ACCORDANCE WITH ADA GUIDELINES.
7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")
ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE.
8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET
THE LINE AND GRADE OF THE EXISTING PAVING.
9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS
AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN
ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.
10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL
BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO
EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL
DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION
AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE
WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE
STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.
12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN
6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF
DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND
SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND
DETAILS.
13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
STRUCTURE AND PREVENT PONDING, FINISH SURFACES SHALL BE FREE
FROM IRREGULAR SURFACE CHANGES.
14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO
REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY
CONTRACTOR SHALL BE REPLACED IN KIND.
15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND
ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN
SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION
OF BACKFILLING.
16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH
GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS
LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,
WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR
AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,
PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM
OF SLOPES.
18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING
DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,
DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED
CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM
CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE
EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY
FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY
OWNER'S REPRESENTATIVE.
19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH
GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS
LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,
WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND
SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR
AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF
FINISHED GRADE UNLESS OTHERWISE NOTED.
Planning Board # 22.0934
Approval
Keov-1,11
d and ,r/,authority of a resolution adopted 3
y`Pla Boar of the City of Saratoga Spri gs.
.
Chairperson
Date Signed
C1
The LA GROUP
Landscape Architecture & Engineering P.C.
People. Purpose. Place.
40 Long Alley p: 518-587-8100
Saratoga Springs f 518-587-0180
NY 12866 www.thelagroup.com
Unauthorized alteration or addition to this
document is a violation of Section 7209 of the
New York State Education Law.
c, the LA Group 2017
Prepared for-
Cardona's Saratoga LLC
222 Washington Street
Saratoga Springs, NY 12866
Project Tit/e:
Cardona's Market
222 Washington Street
Saratoga Springs, NY 12866
of- E'/
0"
GQ1339
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Project No.: 2022049
Design: KLT
Drawn: CPA Ch'k'd: DRC
Date: 9/28/2022 Scale: 1"=20'
Rev: Description: Date:
1 CITY COMMENT 7/17/2023
Drawing Title
Grading,
Drainage & Utility
Plan
Drawing No.
L-3.0