HomeMy WebLinkAbout20220934 Cardona's Site Plan 222 Washington Ave Plans As-Approved (7)3
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TOP COURSE - NYSDOT ITEM
NOTES:
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,
402.098302 - 9.5F3 H.M.A., 80
DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE
SERIES COMPACTION
TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE.
BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY
TACK COAT - NYSDOT ITEM
ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION
407-0102 DILUTED
TO BE INCREASED TO CARRY DESIGN LOADING.
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2.
TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE
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BINDER COURSE - NYSDOT ITEM
THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER
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402.198902 - 19F9 H.M.A., 80
COURSE.
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SERIES COMPACTION PG
3.
THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING
ORANGE POLYETHYLENE
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A.
BINDER (LIQUID ASPHALT)
AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.
WARNING FENCE-
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GRADE SHALL BE PG-64-22
ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER
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COMPACTED GRAVEL -
AND SHALL BE PAID BY THE CONTRACTOR.
NYSDOT TYPE 2 (SECT.
4.
NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO
304) COMPACTED TO 95%
COMMENCING PAVING OPERATIONS.
FOR TREE PROTECTION CONDITIONS:
STANDARD PROCTOR
ADD WATERPROOF PERMANENT SIGN
READING: "TREE PROTECTION AREA";
GEOTEXTILE FABRIC, MIIRAFI 50OX
PAVEMENT TOP BINDER GRAVEL
MIN. 3 SIGNS PER TREE, OR 1 SIGN
TYPE COURSE COURSE COURSE
EVERY 20' O.C. FOR GROUPINGS OF
SUBGRADE OR STRUCTURAL
TREES
FILL COMPACTED TO 95%
1-1/2" 2" 10"
METAL POST
MODIFIED PROCTOR
LORKING
TREE
PROTECTION
SCALE: NTS
10' MAX. 4 TO
36" MIN.
FENCE POST
as 36" MIN., 2" HARDWOOD FENCE POSTS,
DRIVEN MIN. 16" INTO GROUND
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FILTER FABRIC
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CONSTRUCTION SPECIFICATIONS:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL
EITHER "T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.
SILT FENCE
SCALE: NTS
SEO�MEN�
�PD�N RVNOFf
INLET PROTECTION
SCALE: NTS
WOOD OR
METALSTAKES
(2 PER BALE)
0 NOTE:
S�p�MO�N� 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER
�.P ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED
PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY
WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS
SHALL BE CLEANED OF DEBRIS AND SEDIMENT.
2. GRATE SILT SACK SHALL ONLY BE USED FOR IN -PAVEMENT
STRUCTURES ONLY DURING AND AFTER INSTALLATION OF
PAVEMENT.
USE SILT SACK UNDER GRATE TO
CONTROL SEDIMENT RUNOFF
SACK SHALL BE MAINTAINED AND CLEANED
ON A REGULAR BASIS (SEE NOTE)
CONCRETE WASHOUT SIGN---.,,,
STAPLES 2 PER BALE
CONCRETE
STRAW BALE WASHOUT
10 MIL PLASTIC LINING ?
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10 MIL PLASTIC LINING
STRAWBALES STAKED INTO GROUND
NOTE:
1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO
ADEQUATELY CONTAIN CONCRETE CLEANOUT.
CONCRETE WASHOUT
SCALE: NTS
8' MIN.
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ASPHALT PAVEMENT
SCALE: NTS
PROVIDE CLEAN SQUARE
1/2" RADIUS
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CORNER WHERE BITUMINOUS
FINISH 1��
„ 4 RADIUS
WALK ABUTS CURB
NOTE:
W6"FINISH GGRADE
The LA GROUP
6
EXPANSION JOINTS SPACED FINISH GRADE; BITUMINOUS
-
OR L WN, SEE PLANS
ALONG CURB 10' O.C. MAX.
Landscape Architecture & Engineering P.C.
PAVEMENT
People. Purpose. Place.
C
4,000 PSI
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CAST -IN -PLACE CONCRETE -
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CAST -IN -PLACE
40 Long Alley p: 518-587-8100
CURB, SEE CONCRETE r-
a CONCRETE
Saratoga Springs f 518-587-0180
SPECIFICATION -
NY 12866 www.thelagroup.com
GRAVEL COMPACTED
TO 95% STANDARD
COMPACTED
GRAVEL BASE
Unauthorized alteration or addition to this
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CD PROCTOR
NYSDOT
document is a violation of Section 7209 of the
SUBGRADE
SECT. 304,
New York State Education Law.
COMPACTED TO 90% 6"
TYPE 2
6" 6"
FULL CURB AT LAWN
STANDARD PROCTOR
Cc the LA Group 2017
FLUSH CURB IN PAVING
Prepared for
CONCRETE CURB Cardona's Saratoga LLC
SCALE: NTS
222 Washington Street
Saratoga Springs, NY 12866
JRB
STANDARD DUTY CONCRETE
HEAVY DUTY CONCRETE
BROOM FINISH PERPENDICULAR
BROOM FINISH PERPENDICULAR
TO WALK
TO WALK
SECTION
�---4" CONCRETE
6" CONCRETE - SEE
" CONCRETE SPECIFICATIONS
` 6" X 6" NO s WOVEN WIRE
MESH EXCEPTA.O.B.E.
,` 6 X 6 NO s WOVEN WIRE
MESH EXCEPTA,O.B.E.
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TRANSITION CURB
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6' GRANULAR SUBBASE COURSE NYS
8" GRANULAR SUBBASE COURSE NYE
SCALE: NTS
DOT SECT. 304, TYPE 2 COMPACTED
DOT SECT. 304, TYPE 2 COMPACTED
TO 95% STANDARD PROCTORS%�'
TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
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SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
90% STANDARD PROCTOR
NOTES:
PROPOSED PAVING
EXISTING PAVING TO REMAIN
EXPANSION JOINT SPACING - 20'-25' O.C.
CONTROL JOINT SPACING - 5O.C.
NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR
A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12
KEYED PAVEMENT TO BE
CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER
1'
FLUSH WITH EXISTING
SIDEWALK WIDTH TO BE S MIN. OR AS ORDERED BY CITY ENGINEER
TOP COURSE
PAVEMENT
CITY OF SARATOGA
SPRINGS
CONCRETE SPECIFICATIONS OF
THE PLANNING BOARD
BINDER COURSE
THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL
CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO
/
CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED
FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT
WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY
LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY
142" MINIMUM DEEP KEY
MINIMUM SPECIFICATIONS,
WITH CLIMATE AND WEATHER CONDITIONS.
INTO EXISTING PAVEMENT
ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS
TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL
SHALL MEET OR EXCEED THESE
COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK
/
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
!
CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE
CONSTRUCTION AND MATERIALS", 1985.
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AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW
WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR
ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY
s,
COMPACTED BASE MATERIAL
LESS,' (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4)
BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS
PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE
PLANNING BOARD.
" ,
SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER
LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR
`A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND
ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000
WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO.
PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST
CONCRETE PAVEMENT
SCALE: NTS
CONCRETE JOINT
SCALE: NTS
1/1 11 f "Al nrn [�nr/�Irl/�ATI/1AIP
EXPANSION JOINT
TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS &
OTHER DETAILS OR TO MATCH EXIST, SCORE
JOINTS, TOOLING SHALL ALSO OCCUR AROUND
ENTIRE PERIMETER OF CONIC. PAVEMENT.
SCORE JOINT
Planning Board # 22.0934
Approval
Cp oved _ of a resolution adopted
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Pla in Hof the City of Saratoga Spri s.
4 Chairperson
Date Signed
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PAVEMENT KEY
SCALE: NTS
NOTE;
1. OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION,
2, INSTALL 2' FROM EDGE OF PAVEMENT.
SIGN
SCALE: NTS
LETTER
APPROX. SIZE
M.U.T.C.D.
TEXT
OF SIGN
NO.
SIZE -T-TYPE
A
NO
12" X 18"
PARKING
I ANYTME
4"
1.5 S.F.
P1 1
B
EMPLOYEE
12" X 18"
PARKING
ONLY
SEE
1.5 S.F.
M.U.T.C.D.
NO
C
PARKING
12" X 18"
LOADING
SEE
1.5 S.F.
ZONE
M.U.T.C.D.
Project Title,
Cardona's Market
222 Washington Street
Saratoga Springs, NY 12866
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Project No.: 2022049
Design: KILT
Drawn: CPA Ch'k'd: DRC
Date: 9/28/2022 Scale: NITS
Rev: Description: Date:
1 CITY COMMENT 7/17/2023
Drawing Title
Details
Drawing No.
L-4.0