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City of Saratoga Springs Standard Notes
1. All work must conform to all Federal, State and City Codes, specifications,
ordinances, rules and regulations.
2. The elevation base for the contours and benchmarks are based on the
National Geodetic Vertical Datum, 1929.
3. Applicant must submit a Letter of Credit Estimate for Project Site Work
to the City Engineer for review and approval. Letter of Credit funds must
be posted with the City prior to Planning Board Chair signature on final
plan.
4. The Contractor must schedule a pre -construction meeting with the City
Engineer prior to any construction. Construction inspections by a
designated representative of the applicant are required. The cost of the
construction inspection is the responsibility of the Applicant/Developer.
5. All proposed easements or rights -of -way dedications must be verified and
approved by the City Engineer prior to construction.
6. The Applicant must verify that the proposed project can accommodate
the turning movements of any fire truck that the fire department
designates.
7. The Contractor must obtain a street opening permit from the Department
of Public Works for any work in the street or right of way of any City
street or road or alley.
8. Contact the Building Inspector for a Blasting Permit, if blasting is
required.
9. All points of construction ingress or egress shall be maintained to prevent
tracking or flowing of sediment or debris onto a public right-of-way.
Additional erosion and sediment control measures also apply.
10. All refuse, debris and miscellaneous items to be removed shall be legally
disposed of off -site by the Contractor prior to submission of the As -Built
Drawing.
11. No Certificate of Occupancy will be issued until all site work has been
completed in accordance with the approved plans; all disturbed soils or
bare ground have been fully stabilized; and an "As -Built" drawing has
been prepared in accordance with the requirements of the City Engineer.
Own er
Louis Altieri
138 Ash Street
Saratoga Springs, NY 12866
Applicant
Witt Construction
563 North Broadway
Saratoga Springs, NY 12866
UR-2 AREA REQUIREMENTS
Maximum First
Minimum
Maximum
Maximum
Impervious
Maximum
Floor Elevation
Minimum Setbacks
Minimum
Lot
Building
Building
When Principal
Total Interior
Lot Area
Width
Coverage
Surface
Height
Building Within
Coverage
20' of Side
Front
Rear
Interior
Side
Comer
Lot Lines
Side
SF, 2F Only
6,600sf
10' or per
Nonresidential:
60'
40%
70%
40'
4'
25'
8'
20'
10'
10,000sf
Section 3.3.6
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
i
SAN.MH.
RIM=311.29
INV(S)=307.7 _
INV(W)=307.1
INV(E)=307.0
STORM DRAIN
RIM=311.21
INV.E=306.81
INV.S=307.13
CB
RIM=310.86
INV.N.=307.35
INV.S.=307.40
8" PVC STORM
CB
RIM=310.64
INV.N=307.83
INV.S=307.94
CB
RIM=310.90
INV=308.20
STORM MH
STORM DRAIN STORM MH.
RIM=311.01
INV.W=306.21 RIM=310.39
INV.N=305.91 INV(W)=305.55 -
INV(E)=305.5
�w w w w w- w
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N V) I �'� Z 7,000 sq.ft or a I 0 7,000 sq.ft or y �' I o �
3 CK 310.80 1` 0 0.161 ac. � N 1 N m 0.161 ac. Q 1 o
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UTIL.POLE
ELEV=311.73
10' FRONT SETBACK I -�10 FRONT SETBACK \
\ +310.69\
1 3 _ 62.50' \ _62.-50' \ \ 11/2.1P.
-N83 02'19 "W 125.00' -
�- \ SAN. 01�--\
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EDGE OF PAVEMENT M M
3
N willow Lame
POROUS PAVEMENT
3
I
N Subdivision Plan
Scale: 1" = 20'
SAN.MH.
RIM=316.20
INV.N=309.64
CB
RIM=310.32
W.INV=305.5
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Legend
•
5/8" steel rod set with a tag
o
marker found, labeled
0
utility pole
CB ❑
catch basin
DWS
detectable warning strip
- -
overhead wires
sA
sanitary sewer line
storm line
sT
water line
w
c
gas line
Deed Reference:
Louis Altieri
Inst. #2013035174
Map References:
1. "Map of Lands in Saratoga Springs Belonging to John A.
Waterbury" dated Dec. 10, 1855 filed as Map No. HH-23 and on
Card 1 Pocket 1 Folder 3.
2. "Proposed Subdivision Plan for Vintage Bungalo" dated Jan. 13,
2011 last revised 10/17/11 by Thompson -Fleming Land Surveyors,
P.C. filed in the Saratoga County Clerk's Office as Map 2011196.
Survey Notes:
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on this plan are for
information only, and all utilities may not be shown. The owner
or contractor shall contract U.F.P.O. (1-800-962-7962) and the
proper local authorities or respective utility company having
jurisdiction to confirm the location of all existing utilities before
commencing work. Any costs incurred by the owner or
contractor due to the failure to contact the proper authorities
shall become the responsibility of the owner or contractor..
NEW YORK STATE DEPARTMENT OF HEALTH
APPROVED
For Wafer Supply
NEW YORK STA E DEP RTMENT OF HEALTH
i P.E.
Date
Approved un er authority of a resolution
adopted 511,5113 by the Planning
Board of th C ty of Saratoga Sprin0S.
Chairperson Date igned
Planning Board #20230061
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9/20/23
MISC.
5/5/23
MISC.
DATE
DESCRIPTION
REVISIONS
DATE: Jan. 20, 2023
JOB NO.: S22-176.24
TAX MAP:
165.73-2-24
SCALE: 1" = 20'
10 0 10 20
S 1
S22-176.24
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Location Map
Map
Legend
5/8" steel rod set with a tag
o
marker found, labeled
0
utility pole
CB ❑
catch basin
DWS
detectable warning strip
- -
overhead wires
sA
sanitary sewer line
sr
storm line
w
water line
c
gas line
Deed Reference:
Louis Altieri
Inst. #2013035174
Map References:
1. "Map of Lands in Saratoga Springs Belonging to
John A. Waterbury" dated Dec. 10, 1855 filed as
Map No. HH-23 and on Card 1 Pocket 1 Folder
3.
2. "Proposed Subdivision Plan for Vintage Bungalo"
dated Jan. 13, 2011 last revised 10/17/11 by
Thompson -Fleming Land Surveyors, P.C. filed in
the Saratoga County Clerk's Office as Map
2011196.
Survey Notes:
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on
this plan are for information only, and all utilities
may not be shown. The owner or contractor
shall contract U.F.P.O. (1-800-962-7962) and
the proper local authorities or respective utility
company having jurisdiction to confirm the
location of all existing utilities before
commencing work. Any costs incurred by the
owner or contractor due to the failure to contact
the proper authorities shall become the
responsibility of the owner or contractor..
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
STORM MH STORM MH
CB / RIM=311.12 STORM DRAIN
❑ \ INV(E)=305.8 RIM=311.01 STORM MH.
RIM=310.39
INV.W=306.21
INV.N=305.91 INV(W)=305.55
SANAH. \ u'� INV(E)=305.5
RIM=311.29 w w w w w w w w w w�w
INV(S)=307.7
INV(W)=307.1 Sp 8" SAN. SEWER FLOW ; c�
INV(E)=307.0 - 3 SA SA aA--SA-SA_ SA -SA SA SA ` SA
ST -ST b�-a STD �SY ST ST sT-M M
M M CD G `c-�� / G �o G G G
STORM DRAIN 3 V) DWS CONS. WALK
RIM=311.21
INV.E=306.81 WATER SERVICE 3"MPL
INV.S=307.1 _ S83 0__E 125.00' - - _ o
2 1/2"IP. a (� -- -- r
00.9, 10.96 3-1�; PORCH 11/2-IP.
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Detail
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314.33 5-CRABAPPLE Ja -\
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1 I� 310.37 ----- 1 �'
3 2 STY. A/C UNIT p
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RIM=310.86
IW.N.=307.35 1 I3 / CONC. WALK 1
INV.S.=307.40 N 310.72 - - 310.16 309.79 EAVES 3.2'
04
11.9' EAVES
3 1 I BRICK
PLANTERCID
W
1 / PAVED -310-- _ _ 16'MPL I I W
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INV.N=307.83 W
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1 ELEV=311.73 �
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CB ."
RIM=310.90 - - -
INV=308.20 SAN.
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En O "' EDGE OF PAVEMENT M (POROUS ASPHALT) M
STORM MH
RIM=309.63
INV(W)=304.8
INV(N)=305.0
INV(S)=304.7
SAN.MH.
RIM=309.73
INV(W)=306.0
SAN.MH. INV(N)=306.0
RIM=310.26 CB INV(E)=306.1
INV(W)=306.55 RIM=310.03 INV(S)=305.8
INV(E)=306.5 INV=305.1
W.INV=305.5 0.32 wow w w�/� S�w �LILet Mf w
-SA-SA-SA LF 0 0.21S% SA SA SA SA SA SA
-sr ST sr sT sT sr sT sT 299 LF O !923%
DECORATIVE STREET LIGHT
POWER SOURCE FOR STREET LIGHT 3"MX-11 3"MPL.
6" VALVE -
3 6" M.J. PLUG
va, POROUS PAVEMENT /I / I illo ^ � AT END OF WATER MAIN
3 �/ �/ V V
V)
SAN.MH.
RIM=316.20
INV.N=309.64
w w w w w w w w w W-A�
-SA SANITARY SEWER 8"VITSA08 LF SA ASA 0.24% FLOW SA SA SA
ST Sr ST sT ST Sr -Sr Sr ST ST-
CONC. WALK
DETECTABLE
WARNING STRIP
STORM MH
RIM=308.72
INV(SW)=305.6
INV(S)=304.5
INV(SE)=304.6
CB
RIM=308.94
INV=307.1
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w w w w w w w w w W w w w w w w w w NEW
RIM=
N.INV
8" PVC SANITARY LINE 220 LF ®0.59% W.INVS.INV
sA sA sA sA SA SA SA SA SA sA SA SA SA SA SA
SAN. / a /") Q
RIM=311.2 1.2 Lane
/ �i
INV=307.0
WATER
VALVE
SAN,
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Existing Conditions Plan
Scale: 1" = 20'
NEW YORK STATE DEPARTMENT OF HEALTH
NEW YOHdTA FallsDEPARTMENT OF HEALTF
istrict Off ice
R.efer to first sheet for approved date and signature.
3 Vi \
SAN.
C/o
?V.
CB\
RIM=308.45
- INV(W)=304.8
INV(N)=304.5
INV(SE)=304.4
SAN.MH.
308.92
=305.65
=305.7
=305.6
SAN.MH.
RIM=309.16
INV(N)=305.4
INV(S)=305.3
Approved un er uthority of a resolution
adopted is 13 by the Planning
o r of th C' y of Saratoga Sprin1,_�
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A, q S
Chairperson DatiI6 S"gned
Planning Board #20230061
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9/20/23
MISC.
DATE
r DESCRIPTION
REVISIONS
DATE: Jan. 20, 2023
JOB NO.: S22-176.24
TAX MAP:
165.73-2-24
SCALE: 1" = 20'
10 0 10 20
S22-176.24
P:\WXYZ\Witt Construction\S22-176 138 Ash Street\S22-176 Witt Const S2 EXISTING CONDITIONS PLAN.dwg
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UR-2 AREA REQUIREMENTS
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Maximum First
Minimum
Maximu
Maximum
Maximum
Floor Elevation
Minimum Setbacks
Minimum
Lot
Buildingm
Impervious
Building
When Principal
Total Interior
Lot Area
Width
Coverage
Surface
Height
Building thin
Coverage
20' of Side
Front
Rear
Interior
Side
Corner
Lot Lines
Side
SF, 2F Only
6,600sf
Nonresidential:
60'
40%
70%
40'
4'
or per
25'
8'
20'
10'
10,OOOsf
Section ion 3 3.B
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyors Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
STORM MH
CB
"'1/0 �x
SANAH. \ ��
RIM=311.29 w "
INV(S)=307.7
INV(W)=307.1
INV(E)=307.0
STORM DRAIN
RIM=311.21
INV.E=306.81
INV.S=307.1a
Det
NEW TREE (SERVICEBERRY)-
NEW 5' WIDE_
CONCRETE SIDEWALK
CB
RIM=310.86
IW.N.=307.35
IW.S.=307.40
NEW TREE
(PIN OAK)
NEW STREET LIGHT
NEW TREE
(SERVICEBERRY)
8" PVC
CB
RIM=310.64
INV.N=307.83
INV.S=307.94
NEW TREE
(PIN OAK)
SANITARY SEWER 8" VIT 424.2 LF ® 0.46%-
C13
RIM=310.90
INV=308.20
SIGNS TO BE MOVED
TO AVOID NEW SIDEWALK
NEW DETECTABLE
WARNING STRIP
STORM MH
RIM=311.12 STORM DRAIN
INV(E)=305.8 RIM=311.01
Z--INV_w=3n6 91
f • i /-' / wvv sy. I L v(
V)
SANAH.
RIM=316.20
INV.N=309.64
NCW I MCC '
(PIN OAK) NEW TREE
NEW (SERVICEBERRY)
STREET LIGHT
cat 19vvv ay. (t vi
0.161 cc.
25' REAR SETBACK
Layout Plan
Scale: 1" = 20'
(PIN OAK)
�51
CB
RIM=310.32
W.INV=305.5
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Map
Legend
•
5/8" steel rod set with a tag
o
marker found, labeled
0
utility pole
CB ❑
catch basin
DWS
detectable warning strip
- -
overhead wires
sanitary sewer line
sn
storm line
sr
water line
w
c
gas line
Survey Notes:
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on
this plan are for information only, and all utilities
may not be shown. The owner or contractor
shall contract U.F.P.O. (1-800-962-7962) and
the proper local authorities or respective utility
company having jurisdiction to confirm the
location of all existing utilities before
commencing work. Any costs incurred by the
owner or contractor due to the failure to contact
the proper authorities shall become the
responsibility of the owner or contractor.
3. The actual FFE will need to be noted upon
submission of a building permit to the Building
Department.
NEW YORK STATE DEPARTMENT OF HEALTH
NEW YORKSTATE DEPARTMENT
Glens Falls District office
i` . �'..
Approved under authority of a resolution
adopted .5 a5 �3 by the Planning
Board of the Uity of Saratoga S ri gs.
S
Chairperson D e Signed
Planning Board #20230061
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9/20/23
MISC.
8/2/23
TREE ADDED
5/5/23
MISC.
DATE
DESCRIPTION
REVISIONS
DATE: Jan. 20, 2023
JOB NO.: S22-176.24
TAX MAP:
165.73-2-24
SCALE: 1 " = 20'
10 0 10 20
S3
S22-176.24
P:\WXYZ\Witt Construction\S22-176 138 Ash Street\S22-176 Witt Const S3 LAYOUT PLAN.dwg
EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR
TAPPING SADDLE CONNECTION EASEMENT LIMIT
TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D
NEW SEWER MAIN CONSTRUCTION: { 2"x 4' x 24" PRESSURE TREATED
45' OR 60' WYE OR TEE/WYE I SET PLUMB AT END LATERAL
TO BE APPROVED BY D.P.W.
FLAGGED WITH FLOURESCENT COLORED
SURVEY RIBBON FOR EASY IDENTIFICATION
SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY -
6" MIN. SDR 35 PVC MIN. SCH. 40 PVC
CITY PROPERTY PRIVATE PROPERTY
SANITARY SEWER SERVICE — PLAN
FINISHED GRADE
3"f
RFVFAI
z 45' OR 30• BEND SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX.
AS REQ'D
N.T.S.
2"x 4"x 24" P.T. STAKE
PIPE BEDDING AS REQ'D
UNDISTURBED SUB -GRADE
SANITARY SEWER SERVICE — SECTION
NOTES: N . T. S.
1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY.
2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG NO PLANNING BOARD DATE STANDARD DETAIL Sanitary Sewer Service SA-3
CURB BOX
Z MUELLER 5'6" t MODEL H-10314 (IN TURF)
z MODEL H-10334 IN CONCRETE WALK)
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
0
I -
In CORPORATION STOP WITH 0i CURB STOP
COMPRESSION FITTING MUELLER ORISEAL MODEL H-15209 COMPRESSION
MUELLER H-15008 MODEL H-15219 (W/ DRAIN)
3/4" OR 1 " — SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1 " SERVICE)
TEMPORARY CAP OR PLUG
(AS NECESSARY)
3/4" MIN. SIZE TYPE K
45' COPPER PIPE
OR SIZE AS REQUIRED
WATER MAIN
3/4" OR 1 " COPPER TUBING (TYPE K) `: SOLID CONC. BEARING BLOCK
(SIZE AS REQUIRED) OR C.I. FOOT
NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
WATER SERVICE
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORKDWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Water Service W- 2
BROOM FINISH PERPENDICULAR TO WALK
4" CONCRETE -SEE CONCRETE
a. o .a:.. SPECIFICATIONS - DWG. SS-7
' `` 6" X 6" NO. 6/6 WOVEN WIRE MESH
EXCEPT A.O.B.E.
O. 6" GRANULAR SUBBASE COURSE
\\ \\ \ \ NYS DOT SECT. 304, TYPE 2
NOTES: \ COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
EXPANSION JOINT SPACING 90% STANDARD PROCTOR
CONTROL JOINT SPACING - TYPE 1 — TYPICAL PEDESTRIAN TRAFFIC LOADING
5' O.C. NOIuIINAL
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
CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY
CITY ENGINEER
SIDEWALK WIDTH TO BE 5' MIN. OR
AS ORDERED BY CITY ENGINEER
BROOM FINISH PERPENDICULAR TO WALK
6" CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS-7
6" X 6" NO. 6/6 WOVEN WIRE MESH
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
TYPE 2 VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.
3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Concrete Walk SS-8
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyors Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION
PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
COMPACTED GRAVEL -
NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR.
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
SUBGRADE - COMPACTED TO 90%
STANDARD PROCTOR
PARKING
LOT
1-1/2
2"
8-10
<0.3
MILLION
STANDARD
1-1/2"
3"
12"
<30
ROADWAY
MILLION
HEAVILY
TRAVELED/
<30
TRUCK
2"
* 4"
12"
MILLION
LOADING
NOTES: * SEE NOTE 2
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
ASPHALT PAVEMENT
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
4/10/2013 PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavement s5- 5
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED
ELEVATED CROSSING
DETECTABLE WARNINGS AT MEDIAN ISLANDS
FILL RAMP a
R191 WME WIM _ _ STREET
SEE MOTE 8
NON -ELEVATED CROSSING
GENERAL NOTES
1. NEW CONSTTTUvnow EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE
CONCRETE PER NYSDOT ITEM 608.02. PREFORNED)gECAST UNITS SHALL BE DETECTO-TILE AS
MANUFACTURED BY MEXCON INC. OF WORCESTER, NY OR SIMILAR PRODUCT APPROVED BY NYSDOT.
2 WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT. PREFORMED DEUCES SHALL BE
INSTALLED PER NYSDOT ITEM 606.01.
1 THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED
ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 610 mm LEVEL SURFACE)
15 FOR ILLUSTRATION ONLY.
4. THE SIZE OF THE DETECTABLE WARIIIIG FIELD SHALL BE 610 mm IN THE DIRECTION OF
TRAVEL AND SHALL DOEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE,
EXCLUSIVE OF SIDE FLARES.
5. LOCATION OF DETECTABLE WARNINGS. DETECTABLE WAN44M SHALL BE LOCATED SO THAT
THE EDGE OF THE WARNING FIELD NEAREST TO TT£ ROADWAY OR STREET SURFACE IS 150
mm TO 225 mm (305 WHERE TRAVERSABLE CURB IIS USED FROMWHTHE EDGE OF THE
ROADWAY/STREEL OR FROM THE FRONT OF THE DROPPED ERE A DROPPED
CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB 'RAMP.
6. DOME AUMMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT
DIRECTION OF TRAVEL
7. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALY CONTRAST WITH
THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO
CURB RAMP, EITHER UGHT-ON DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS
WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECT. 1100).
B. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610 MM OF SPACE
BETWEEN THE DETECTABLE WARNING FIELDS.
/ SIDEWALK �C RAMP
P�
4P
DETECTABLE WARNINGS AT FLUSH SURFACES (BLENDED TRANSITIONS)
DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP
DETECTABLE TEXTURE WARNING DETAILS
DOME SEC"
-- WK(
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0 0 0 0 0 0 0 0 0 0
0000000000
0 0 0 0 0 0 0 0 0 0 ,
0 0 0 0 0 0 0 0 0 0
DOME SPACING
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE DETECTABLE TEXTURE WARNIN(3 DETAILS SS-11
(BASED ON NYSDOT STANDARD SHEET M608-5R2)
REMOVE TREE WRAP IF ANY
EXISTS DO NOT ADD TREE WRAP
ARBORTIE
ROOT CROWN SHOULD ALWAYS
REMAIN EXPOSED
NOTES:
FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY
PERCOLATE BEFORE PLANTING OR BACKFILLING
REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS
BEFORE AND DURING BACKFILLING
BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING
IN HEAVY CLAY OR USING STRUCTURAL SOILS)
BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE
ADDITIONAL FILL IS ADDED
REFER TO THE URBAN & COMMUNITY FOREST MASTER
PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT)
AND THE TREE SPECIES.
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLOWING INFORMATION, TO BE APPROVED BY THE
CITY OF SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR
COMMON NAME TRUNK DIA.
TOTAL QUANTITY SPACING
FINISH GRADE pUSE 3 STAKES FOR OVER 2" CAL.
REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER
MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE
BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS
LONG AS THIS DOES NOT DAMAGE THE ROOT BALL.
THE TREE PIT WILL BE
DUG TO 3X THE DIAMETER
ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE
UNDISTURBED SUBGRAD -•• DIAMETER.
TREE PLANTING DETAIL
REVISED I DATE CITY OF SARATOGA SPRINGS, NEW YORK DWG No
MJZ 3 20
STANDARD CONSTRUCTION
DETAIL
Tree Planting L-1
CAST ALUMINUM FINIAL AND
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1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
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AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.)
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID.
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REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND
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SYN121212HHO2, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE
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ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH
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COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX
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PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
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THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND
PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN
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BASE OF EACH LAMP. RUN #12 THIN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO
Q
TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE
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SEE PAGE 1 OF 2
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NEW YORK STATE DEPARTMENT OF HEALTH
NEW YORK STATE DEPARTMENT OF HEALTH
Glens Falls District Office
Refer to first sheet for approved date and signature.
Approved upliS
er authority of a resolution
adopted 23 by the Planning
Board of We dity of Saratoga Spring .
Chairperson Dat Signed
Planning Board #20230061
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9/20/23 MISC.
DATE DESCRIPTION
REVISIONS
DATE: Jan. 20, 2023
JOB NO.: S22-176.24
S4
P:\WXYZ\Witt Construction\S22-176 138 Ash Street\S22-176 Witt Const S4 DETAILS.dwg
S22-176.24
SAN.MH.
RIM=311.29
INV(S)=307.7
INV(W)=307.1
INV(E)=307.0
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INV.E=306.81
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RIM=310.86
INV.N.=307.35
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INV=308.20
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www.digsafelynewyork.org
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SITE PLAN
PROPOSED
SILT FENCE
TYP.
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Lot Information
Lot I..........0.161 Ac.
Lot 2..........0.161 Ac.
Total .......... 0.322 Acres
Total Lot Disturbance
Lot 1..........0.16 Ac.
Lot 2..........0.16 Ac.
Total .......... 0.32 Acres
NOTE:
INSTALLATION OF SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE
AND CONCRETE WASHOUT AREA ARE TO BE UTILIZED FOR THE
CONSTRUCTION OF THE PROPOSED HOMES. IF THE EROSION CONTROL
MEASURES CONFLICT WITH THE LAYOUT OF THE HOMES, THIS CONFLICT
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MORE
SUITABLE AREA WILL BE DETERMINED FOR RELOCATION.
CARE SHALL BE TAKEN REGARDING THE SEDIMENT BUILDUP ON WILLOW LANES
POROUS PAVEMENT. IF BUILD-UP OCCURS POROUS PAVEMENT SHALL BE CLEANED
AND PROTECTED.
O n � EDGE OF PAVEMENT � � PROPOSED
TBM-1
TOP OF NAIL
UTILPOLE
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RIM=316.20
INV.N=309.64
Map
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5/8" steel rod set with a tag
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marker found, labeled
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utility pole
CB ❑
catch basin
DWS
detectable warning strip
-
overhead wires
SA
sanitary sewer line
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storm line
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water line
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gas line
PROPOSED
STABILIZED CONSTRUCTION
ENTRANCE
TYP.
U ` ey Nog g
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on this plan are for
information only, and all utilities may not be shown. The owner
or contractor shall contract U.F.P.O. (1-800-962-7962) and the
proper local authorities or respective utility company having
confirm the location of all existing utilities before
jurisdictionto on m g
commencing work. Any costs incurred by the owner or
contractor due to the failure to contact the proper authorities
shall become the responsibility of the owner or contractor..
CONCRETE WASHOUT
AREA
TYP.
WILLOW LANE POROUS
PAVEMENT TO BE MAINTAINED
1 "=20'
Note:
1. All driveways are to conform to the 2020 Fire Code of New York
State Section 511 "Emergency Vehicle Access for Detached One and
and Two Family Dwellings". (NYS Fire Code). Typical ladder truck
weight of 32 tons plus 6 tons of water (38 tons total) is below H2O
loading rating.
2. All driveways will have geo-textile fabric material placed prior to
installation of 12" crusher run material (NYSDOT Item 4) for a load
rating of H2O (40 tons), comparable to legal limit of public roadways
Approved under the authority
of a so i on adopted
-5 19 by the
(datep
Planning Board of the City of garatogn Springs.
'tman
to si� d)
City of Saratoga Springs Standard Notes
1. All work must conform to all Federal, State and City Codes, specifications,
ordinances, rules and regulations.
2. The elevation base for the contours and benchmarks are based on the
National Geodetic Vertical Datum, 1929.
3. Applicant must submit a Letter of Credit Estimate for Project Site Work
to the City Engineer for review and approval. Letter of Credit funds must
be posted with the City prior to Planning Board Chair signature on final
plan.
4. The Contractor must schedule a pre -construction meeting with the City
Engineer prior to any construction. Construction inspections by a
designated representative of the applicant are required. The cost of the
construction inspection is the responsibility of the Applicant/Developer.
D. All proposed easements or rights -of -way dedications must be verified and
approved by the City Engineer prior to construction.
6. The Applicant must verify that the proposed project can accommodate the
turning movements of any fire truck that the fire department designates.
7. The Contractor must obtain a street opening permit from the Department
of Public Works for any work in the street or right of way of any City
street or road or alley.
8. Contact the Building Inspector for a Blasting Permit, if blasting is required.
9. All points of construction ingress or egress shall be maintained to prevent
tracking or flowing of sediment or debris onto a public right-of-way.
Additional erosion and sediment control measures also apply.
10. All refuse, debris and miscellaneous items to be removed shall be legally
disposed of off -site by the Contractor prior to submission of the As -Built
Drawing,
11. No Certificate of Occupancy will be issued until all site work has been
completed in accordance with the approved plans; all disturbed soils or
bare ground have been fully stabilized; and an "As -Built" drawing has
Erosion Control Notes
1. All erosion control procedures shall conform to "New York State
50'MIN. EXISTING
Standards and Specifications for Erosion and Sediment Control" published
PAVEMENT
by the New York State Department of Environmental Conservation, dated
3'
S'1
August 2005 or most current edition.
2. The smallest practical area of land should be exposed at any one time
MOUNTABLE BERM
during all phases of development, with a maximum of 1.0 acres exposed at
be kept to the
EXISTING FILTER -��
�/
6"MIN.
any one time. The exposure should shortest practical
GROUND CLOTH
(OPTIONAL)
period of time and shall be permanently stabilized immediately following
PROFILE
finished grading work.
3. An area shall be considered stable if one of the following has
50'MIN.
occurred: (a) base course gravels have been installed in areas to be
12'MIN.
paved, (b) a minimum of 85% vegetated growth has been established, (c)
1O'MIN.
a minimum of 3 inches of non -erosive material such as stone or rip -rap
EXISTING
has been installed, or (d) erosion control blankets have been properly
GROUND
installed.
4. Land shall not be left exposed during winter months. Consult with
EXISTING
engineer for winter stabilization methods.
12'MIN.
5. All erosion and siltation control facilities shall be constructed prior to
PAVEMENT
the initiation of earthwork and utilities construction. All swales and culvert
outlets shall be stabilized prior to receiving any stormwater.
6. Provide erosion control matting or mulch on slopes steeper than 3:1.
10'MIN.
Provide chopped hay mulch on loamed and seeded areas.
PLAN VIEW
7. All structural controls including silt fence and inlet/outlet protections
shall be installed where shown prior to any on -site grading or disturbance
of existing surface material. It should be maintained during and after
development to remove sediment from runoff water and from land
CONSTRUCTION SPECIFICATIONS
undergoing development. Where possible natural drainage ways should be
4.'1' d d 1 ft rf t t
u i ize an a open o remove excess su ace wa er.
8. Topsoil required for the establishment of vegetation shall be stockpiled
1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
in amounts necessary to complete finished grading of all exposed areas.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE
9• Areas to be filled shall be cleared, grubbed, and stripped of topsoil to
remove trees, vegetation, roots, or other objectionable material.
A 30 FOOT MINIMUM LENGTH WOULD APPLY).
10. All fills shall be compacted as required to reduce erosion, slippage,
INCHES.
settlement, subsidence, or other related problems. Fill extended to support
3. THICKNESS - NOT LESS THAN SIX (6)
utilities, structures, and piping, etc. shall be compacted to a minimum 98%
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
maximum density at optimum poisture according to ASTM 1557D.
POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE
11. All fill shall be placed and compacted in layers not to exceed 8 inches
in thickness.
ENTRANCE TO SITE.
12. Fill material shall be free of brush, rubbish, rocks, logs, stumps,
building debris, and other objectionable materials that would interfere with
5. FILTER CLOTH - WILL B E PLACED OVER THE ENTIRE AREA PRIOR TO PLACING
or prevent construction of satisfactory fills. Frozen material of soft,
OF STONE.
mucky, or highly compressible materials shall not be incorporated into fills.
All benches shall be kept free of sediment during all phases of
All
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-
de
de
STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
14. Seeps or springs encountered during construction shall be handled in
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
accordance with the standard and specifications for subsurface drain, or
other approved methods.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
15. Bailed hay and mulch shall be mowings of acceptable herbaceous
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL
growth free from noxious weeds or woody stems, and shall be dry; no salt
SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY
hay shall be used.
MUST BE REMOVED IMMEDIATELY.
16. Portions of the site must be stabilized within 14 days where
construction activity is temporarily or permanently ceased.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH
17. Major haul routes and areas of soil disturbance shall be watered as
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
necessary to minimize dust nuisance. Where practical, they should be
stabilized (compacted, rip -rap, etc.) to reduce off -site transport of soil
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
and other material. If sediment should accumulate on surrounding
RAIN.
pavement, regular sweeping shall be conducted.
1 Concrete trucks shall not wash out or discharge surplus concrete or
CONSTRUCTION
ENTRANCE
m wash water on -site. These activities must be performed at an
drum
approved location in accordance with local and state regulations.
10' MAX. C. TO C
N.T.S.
Landscaping Notes
1. All planting beds and tree pits to receive dark brown cedar bark mulch
to a depth of 4 inches. Provide landscaping fabric under mulch in
planting beds.
2. Washed river stone mulch to be minimum 6 inches depth with
WOVEN WIRE FENCE
landscaping fabric under stone.
(MIN. 14 1 /2 GAUGE
3. Provide minimum 4 inches compacted topsoil depth in areas indicated
W/ MAX. 6" MESH
on this plan and all other areas disturbed during demolition and
SPAC ING)
construction.
4. Restore all existing landscaped or hardscaped areas disturbed as part
of this project (i.e. utility trenches).
36" MIN. LENGTH FENCE
5. All plantings shall follow standards of ANSI Z60.1-2004 American
POSTS DRIVEN MIN. 16"
Standard for Nursery Stock.
INTO GROUND.
6. Prior to placement of any trees, stake locations and notify
owner/engineer for field verification.
7. Maintain and protect as many existing trees and shrubs as possible.
HEIGHT OF FILTER
Protect plants as needed from heavy equipment, falling debris and general
= 16" MIN.
damage from construction activity.
8. Consult with owner/engineer prior to removal of any existing trees. If
v w W
approved for removal, excavate entire stump or grind down minimum 18
8" MIN.
inches below surface.
4, J
Construction Sequencing Notes
1. Prior to any other site work on a building lot, the stabilized
PERSPECTIVE VIEW
construction entrance shall be installed, then siltation fencing to be
constructed as shown.
36" MIN. FENCE POST
2. The siltation fencing shall be maintained throughout lot construction
FENCE (MIN. 14
WOVEN WIRE F E
until the area is completely stabilized.
1 GAUGE W MAX. 6" MESH
/2
1 /2
3. All earth stockpiles are to be stabilized with hay mulch and seeded
with rye grass. Siltation fencing to be placed around the base of all
SPACING) WITH FILTER CLOTH
20"MIN.
stockpiles wherever practical.
4. Grading operations for areas to be paved or otherwise disturbed will
FLOW
then be completed and underground utilities installed. All erosion control
UNDISTURBED GROUND
measures are to be maintained during construction untill all areas are
COMPACTED SOIL
stabilized.
5. All erosion control measures shall be inspected weekly or after every
EMBED FILTER CLOTH
16"MIN.
rainfall of 0.5 inches or more.
A MIN. OF 6" IN GROUND.
6. During construction, the culverts and end sections shall be set to a
grade with sediment basins formed at the inlet, such that stormwater
4" 1
runoff containing accumulated silt, or other eroded material from the
SECTION VIEW
construction site will not enter the structure and short circuit the
temporary erosion control systems.
CONSTRUCTION SPEC I F I C AT I O N S
7. After construction is completed and vegetation is established in the
disturbed areas, the areas in and around the temporary erosion control
system shall be cleaned up, care being taken not to allow the accumulated
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
silt to run into the wetlands and/or protected areas. Then the temporary
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
control systems shall be removed and the area returned as near as
possible to its natural state.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
Seeding Specifications
FENCE SHALL BE WOVEN WIRE, 12 1 /2 GAUGE, 6" MAXIMUM MESH OPENING.
All temporary and permanent seeding shall be done in accordance with
"New York State Standards and Specifications for Erosion and Sediment
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
Control" published by the New York State Department of Environmental
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
Conservation, dated August 2005 or most current edition (Section 3,
MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT.
Vegetative Measures for Erosion and Sediment Control).
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
All disturbed areas to be seeded shall be treated as follows:
1. Surface shall be graded to divert water from site to prevent killing
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
vegetation due to ponded water.
2. Rocks and other debris shall be removed from the site. Rocks may
"BULGES" DEVELOP IN THE SILT FENCE.
be buried during grading.
3. Lime shall be applied in the form of agricultural ground limestone to
SILT
FENCE
establish a soil pH of 6.0 and shall be incorporated into the top 3 inches
of surface material. 5-10-10 fertilizer shall be applied at approximately
MIRAFI 18014 ON SIDES
7�
iNSTALLATICN REQUE MENTS
1. ASPHALT SHALL BE IMMEDIATELY ROLLED MTH A T11MC 40METAN(JH►1
ROLLER LER "ISATORY NOT ALLOWED) MTH A ORM MASS BETWM 8
TO 12 TONS AND SHALL BE CAPABLE OF PRWDING A MINIMUM
CGIMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH OF MOTH OF
THE DR[VE ROLL ROLLING SMALL OCCUR VYHEN MIX TEMPERATURE IS
AS FOLLOWS-
1.1. BREAKDOWN ROLLING: 275 TO 325F
1Z FINlSI-I ROLLING:180 TO220'F
2. TEMPERATURE OF ASPHALT MIX AT THE PAYER SHALL 9E BETWEEN
275 70 325`F.
3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT.
L NIO TRAFFIC SFWJ_ BE PERMITTED ON THE PAVEMENT FOR 48 HOURS
OR UNTIL THE ENTIRE SUI FACE TEMPERATURE COOLS TO BELOW
`1111I
POROUS PAVEMENT
N.T.S.
600 pounds per acre.
4. The following seed mixtures shall be uniformly broadcast mechanically,
by hydroseeder, or by hand at the rates shown.
-Temporary Cover:
Summer - ryegrass (annual or perennial) @ 30 pounds per acre
Winter - certified "Aroostook" winter rye ® 100 pounds per acre
�4' POROUS ASPHALT PAVEMENT SURFACE
-Permanent Cover:
COURSE PGM22P
Species Application Rate
-IICHOKER CCIUR5E:No. 57STONE
65% fine fescue 114-143 pounds per acre
f--8*RFD DFM,>OLFANtJNIFQRMLY
15% perennial ryegrass 26-33 pounds per acre
GRADED COARSE AGGREGATE, PLACED IN
20% Kentucky bluegrass 35-44 pounds per acre
i2)LiFTI�:Na St#1ONE
Total Mix 175-220 pounds per acre
-
5. The seed and fertilizer shall be incorporated into the soil by either
tracking the area perpendicular to the contours with a bulldozer having
cleats at least 1 inch depth, or pulling a cultipacker over the entire site
with the tines set to till no deeper than 1 inch.
6. The entire site shall be mulched with 4,000 pounds per acre of small
-7No. 57Sr
grain straw, which shall be anchored by bulldozer tracking.
-UNCOMPACTt`1!SLEG?pwDE
7. Optimal planting dates are early spring until end of May, and August
through early October. Special considerations for watering shall be given if
PORAiJSASPFWTSPECiFlC.14TIL7tSS:
planting occurs between June and July.
f ASPHALT8IN3ERSHALLBEMO FED WITHELAI TOIYERRIGPOLYMER
After grass cover is established, inspect for bare spots or washouts,
POLYMER $HALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO
r8. e
repair topsoil as needed and re -apply seed by hand to fill in all
HAVE AMINIMUM ELASTIC RDCUVERYOF50%.
unvegetated voids.
2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 53% BY DRY
TAX MAP:
Ac%r11EVATE Www2ur
16 5 7 3 2 2 4
W
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Designed By
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Drawn By
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Checked By
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Approved By
Filename
Project No.
23-304
Project Date
2.23.23
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3, ARPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PM - -
AM I III Applicant
,C DRIUNDQWN RESULTS MUST BE SVBYITTED AND APPROVED 3Y 0`� n =, Witt Construction
DESIGN ENGINEER PRIOR TOAPPROVAL OFJOB MRFtRtAu.A Louis Altieri 563 North Broadway
5. ENGINE IR SHALL MONITOR TEMPERATURE AND GOMF'AC ION OF
POROUS PAVEMENT DURING CONMUCTI 011 AND SUBMIT FIELD 138 Ash Street Saratoga Springs, NY 12866
REPORT TO CITY ENGINEER. Saratoga Springs, NY 12866 JA (0-- W I- E E3
N.T.S.
MAP REFERENCES:
1. Survey mapping supplied by Thompson Fleming Land
Surveyors, Saratoga Springs NY of a Map titled Willow Lane
Subdivision, dated 1.20.23 for Witt Construction.
NEW YORK STATE DEPARTMENT OF HEALTH
Glens Falls District Office
Refer to first sheet for approved date and signature.
New York State Dept. of Health
LINJUNLILHINy
68 VVatetview Drive, Saratoga Springs, NY 12866
1518) 561-0028 Phone,'Fex • walesengiOnye-ap.r turn
Sheet No. 7 Or 3
Drawing No.
WE-001
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EXSAN.MH.
RIM=311.29
INV(S)=30T7
INV(W)=307.1
INV(E)-307.0
STORM DRAIN
RIM=311.21___X
INV.E=306.81
INV.S-307C21
13
Deta
NEW 5' WIDE
CONCRETE SIDEWALK
CB
RIM=310.86
INV.N.=307.35
INV.S.=307.40
8" PVC STORM
CB
RIM=310.64
INVA=307.83
INV.S=3OT94
NEW SANITARY SERVICE
6" PVC-SDR26 (2% MIN.)
SANITARY SEWER 8" VIT 424.2 LF Q 0.46%
CB
RIM=310.90
INV=30.20
CONNECT NEW 6" WATERMAIN TO
EXISTING MAIN W/TAPPING
SLEEVE AND 6" GATE VALVE
UTILITY NOTES
1
STORM MH STORM MH 1 WORACTOIR SHALL CONTACT UAKM (141* Lei& AUTHORIM OR,
CB RIM=311.12 STORM DRAIN VMTY COMIIIWY �MG JURISDICTION TO CONFIRIM THE LOCATION OF LEES BEFtIlIRE
❑ / STORM MH.
iNV(E)=305.8 M=310.39 NO r L� T0F, 1 Tip
INV.W=30.21 5INV(W)=305.55 RI
RIM=3ii.01 RIINV.N=30.91 RCB
I
////// INV(E)=305.5 , W.IN1`=305.5
�W W W W W w W W W WW�W
u%� �`�/�+�/+� 8" SAN, SEWER FLOW -- c� CE .
SA SA Ash sh - ` St V V t - SA SA SA- SA , SA � S
ST - 3i l' ST-
ST �I S� ST ST G ST co G �� li 0TW
S7
1 % DWS `1 CONC.,i WALK
4. AM UTI T` S SHALL G`E '�`, +�`
I WATER SERVICE 3"MPL
583'02'19"E 125.00' T
o1�2„IP. TI'E I.NDE.I UTI � "1 THIS I t�s'w +� II Y,
PORCH
�d
N
- d ,
N 10.96 10.82 z w ;� FIEF . L T BEH
1 a>
z.z EAVES Y N ,CMTR4CTOR SHIALL COORDINATEL=MN OFAI UT#JT'IES (LINM 0UCM CONDWM SLEEWS, FwnwA
FFE=
314.33 „ _J L NS OF PROPOSED ELL TS it . li L .
5 CRA9APPLE d
i CONC. PAD
I I Q r PM EL.YI r TO THE OVIIIINIMS
\ _RIEPRESENTATM AW bWWE AM INCURRED COM DUE TO FALURE OF THE COlIaRACTORTOL
c7 Qi \ 310.37
i 2 STY. A/C UNIT Q 1. ' I
ANC. APRON 1 WOOD 1 / Lot 3 I o d
FRAME
/ I I Cfl
Iv / 310.90 1 HOUSE I 138 Ash St. \ 1 1 j '` � IL VA"II IN BY .
1 1 GARAGE 1 1 N0,
9,063 sq.ft o.ry
-
I0.208q cc, I I 07. DRAWINGS 1 E L OF iItASNE ' ` �iYT MPL I AS1 SYM*
I I��J
1 l o CONC. WALK �fyyea
309.79 - - - - - Itt'4a R ISHALL PWECTMD SWAM IN NOAIL. EKISMNG UTILMES.
10.72 1.9' - EAVES- - 310.16 EAVES 3.2'JI' I AYS AYS THE wlT" ,�'TI
0 � 0
% N83 0219 "W 125. 00' I W
r-- FS83 ' 9 E 6250' �� 83`02_'19_E 62.50'�F I,
_ 16"MPL
d d
Lot 1 Lot 2
-130� 11 Willow Lane i �, 0 Willow Lane
�n 7,000 sq.ft or N 7,000 sq.ft or-
o N 0.161 ac. 0.161 cc. '
U I u 310.4®,
25' REAR SETBACK 25' REAR SETBACK 5. 0'_
1 --
li Q ail �I I, �I
LLJ
Cn I t`
N 309.40
oI +
I� �1I� o 1- ° �
I z Q AI PROPOSED NI I Lj
1 1, o----J �m �, r11mIl HOUSE I o O
3 0.80 1 cal � 1 I 9 Willow Lane I m L, C_O
I! I PROPOSED Q �) I I I o O
z` O I w I FEE NOT TO
I o �HOUSE cn z o w o
_J 1 1 i I EXCEED 315.5' I c
Ni
11 Willow Lane I , �FFE NOT TOI( EXCEED 315.5' 10.0' ( 11.3' 11.2
I � S
PROPOSED ui L18"ASE�
l I I DRIVEWAY I N NEW WATER SERVICE
L10.0, �' I 1 " TYPE K COPPER
10' FRONT SET ACK ic FRONT SETBA K
CD
A 32.50369\
62.50' I 1 /2"IP. i NEW 6" D.I.P. CL52 WATERLINE IS
- - -�--- - - � _ � ' � � - � 0
N'83'02' 9"W 125.00' - -- -�- TO BE EXTENDED TO CONNECT
\, TBM1 ( J PROPOSED 10.0' TO THE WATERLINE IN BIRCH ST.
3 TOP OF NAIL DRIVEWAY EX. HYDRANT
WILPOLE 0 0 EX. 6"VALVE
ELEV=311.73 L rIi W W w W W w w w w w w w w w w w
EDGE OF PAVEMENT " PVC -SD 26
POROUS SANITARY LINE EXISTING 6" M.J. -PLUG
PAVEMENT 63 LF ® 1.90% AT END OF WATER MAIN 8" PVC SANITARY LINE 220 LF 00,59%
NEW SANITARY SERVICE �� J SA SA S" SA SA SA -SA -SA SA SA SA -SA SA SA SA
r f� iII ; EX SAN. MH.
f 6" PVC (2% MIN.) RIM=311.2
INV-707 0
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on
this plan are for information only, and all utilities
may not be shown. The owner or contractor
shall contract U.F.P.O. (1-800-962-7962) and
the proper local authorities or respective utility
company having jurisdiction to confirm the
location of all existing utilities before commencing
work. Any costs incurred by the owner or
contractor due to the failure to contact the
proper authorities shall become the responsibility
of the owner or contractor.
3. The actual FIFE will need to be noted upon
submission of a building permit to the Building
Department.
� I
V)
N
4
EX SAN.MH.
RIM=316.20
INV.N=309.64
UTILITY
Map
Leg er-1
e
5/8" steel rod set with a tag
o
marker found, labeled
0
utility pole
CB ❑
catch basin
DWS
detectable warning strip
overhead wires
sanitary sewer line
sA
storm line
sT
w
water line
gas line
c
0
NEW STREET TREES
X
NEW STREET LIGHTING
-W W- NEW WATERMAIN
-SA-SA-NEW
SANITARY SEWER
WATER
NEW WATER SERVICE NEW vALVE�Q
MANHOLE \sAN.
1" TYPE K COPPER RIM 311.3f C/0
INV (W) 308.2
SANITARY SEWER LINE IS TO BE
EXTENDED TO CONNECT TO
NEW SANITARY MANHOLE
NOTE:
1. MAINTAIN 10' MINIMUM WATER/SEWER SEPARATION
2. ASPHALT FROM REPLACEMENT OF SANITARY AND WATER MAINS AND WATER AND SEWER SERVICES
SHALL BE REPLACED WITH 64-22p POROUS PAVEMENT.
PLAN
1"=20'
MAP REFERENCES:
1. Survey mapping supplied by Thompson Fleming Land
Surveyors, Saratoga Springs NY of a Map titled Willow Lane
Subdivision, dated 1.20.23 for Witt Construction.
Approved under authority of a resolution
adopted by the Planning
Board of the City of Saratoga Springs.
C hairperson
Date Signed
Approved under the authority
of are oluti n adopted
S 25 by the
(date
Planning Board of the City of Saratoga Springs.
Irma
(date ign>e
CITY OF SARATOGA SPRINGS PLAN NOTES
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES
AND REGULATIONS.
2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC
VERTICAL DATUM, 1929.
3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY
THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER.
4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY
CONSTRUCTION, CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE
REQUIRED. THE COST of THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY of THE APPLICANT/DEVELOPER.
AN ESCROW ACCOUNT TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION.
5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY
WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY.
8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE
WITH THE APPROVED PLANS; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY ENGINEER.
9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY
FIRE TRUCK THAT THE FIRE DEPARTMENT DO DESIGNATES.
10.)EACH AND EVERY SHEET OF AN APPROVED SITE PLAN OR SUBDIVISION SHALL CONTAIN THE FOLLOWING SIGNATURE BLOCK:
WATER SYSTEM NOTES
1. WATER MAINS AND SERVICESSHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER
BELOW FINISHED GRADE OF 5-0".
2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTANCES TO THE
CITY ENGINEER PRIOR TO CONSTRUCTION.
3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE
CEMENT LINED, PAINT SEAL COATED, 350 PSI PRESSURE RATING.
4. CHLORINTAION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN
CONFORMANCE WITH CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE
PERFORMED UNDER THE SUPERVISION OF THE APPLICANTS ENGINEER AND OBSERVED BY
THE OWNERS REPRESENTATIVE- BACTERIA TESTING WILL TAKE PLACE AFTER DISENFECTION
AT AN APPROVED NYSDOH LABORATORY, WATER MAIN WILL ONLY BE TURNED OVER TO THE
CITY APON PASSING RESULTS FROM THE LABORATORY.
5. THEME SHALL BE A MINIMUM HORIZWr 4L SEPARATION OF TEN FEET (EDGE TO Eta BETWEEN ANY
WATER MAN AND ANY SANITARY 011115TOR M SEWER. THERE SHALLAL.SC} BE A M141 lUM VER r1C L-
SEPAMTION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SMrTARY CR. STORM SEWER
B. THRUST OLCOUNG BIHIA1.L COMPLY WITH DETAILS ON THEMEORAWINGS AND Cr[Y STANNDA
7.' ' NEW WATER SERVICES FROM MAN TO (CURB SMP WILLL. BE INSTALLED WITH MINIMUM COVER SHOWN
ON STANDARD DEfAIL8 UNLESS ADIUBTMENT IS REQUIRED BECAUSE OF DEPTH OF EXJSTING WATER
Mill SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETALSAS =SE TO THE MAI N
DURING ALL EXCAVATION N WHICH THE ENS nN3 WATER MAIN IS OR CAN EASILY BE SWOSEA THE
CONTRACTUIR SHALL LOrATE THE WATERLINE, BOTH HOMONTAILLYMD VERTEA LY. THIS
NFi7RMATION SHALL BE PRCMDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE
AS -BUILT DRA'kAPiNGS.
5. THE CQNTRACMBHALL PROVIDE TWIG BRONZE %EDGES AT EACH BELL JOINT OF PUSH -ON PIPE.
11L ' THE 00INTRACTIOR.SHALL PEE ID TAPE ADM -WATER LMLS AS SHOM ON THE TRENCHING
DETAIL
11. VALVE BOXES
11A CST IRON TWO PECE VALVE BOX AS MANUFACTLMEDRY M U ELLER, ORAPPRDVED
EQUAL
1161. COVER &HIA .L BE STAY -PUT TYPE MODEL FAO), OR APPIROVIIED MAIL, AND BE CLEARLY
MARKED WATER`.
1Z VALVES
12jL ,ALL VALVES UNDER 12 INCHES 1N DLAMETER SHALL BE MCI. JOINT RESILIENT WEDGE CRM
12 L PJW VAL''VE& 34NCHES AND LARGER SHALL BE IRON BODY. NON4WING STEM CONFORMING M
A.VI .WA 05A. GLAND BOLTS SHALL BE 2W COATED STEEL
12A., ALL VALVES SHALL HAVE A M UGMUM WORKING PRESSURE RATING OF 2W P.S.I.G.
12xL ALL VALVES SHALL HAVE MECHANICAL JDKr ENDS CONFORMING TO ANSI A31.10M1.11.
12A 'YALVES a ALI. OPEN RIGHT LOOMSE) WITH ASTANDKW 24NCH SSE OPERATING NUT
WrrH ARROW CAST INTO ri INDICATING THE DiRECTION OF OPEN ING.
itt EACH VALVE 81iAl EE FURNISHED COMPLETE WJTH NECZ38RY NUM Ell STUDS, AND
GIMIrETS.
124;. MUELLER M.J RJSBIUENT OR APPROVED EOLIAL
1L HMIRANTS'SHALL BE WATOGA.MMUM NAMARDMUELLERSUPER,CEINTURION A40 AS SHOWN
ON THE DETAIL
14L ALL WATER L N A14D FINE HYDRANT VALISES SHALL OPEN FUGHT I.DC SE).
15. THE LOCAMON OF UNDBVROUND UTIUTES INDICATED ON THE PLANS ARE FOR INFORAAATION ONLY,
AND ALL UTILRIE8 N" NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY
(14W ANDTHE PROPER LOCAL OR RESPEMWE UTIILrTY COMPANY HAMW
JURISDICTION M IFELD VERIFYTHE LIOCATiCIN OF ALL EXISTING UT1IUTES BEFORE COMMENCING
WORK ANY OOM INCURRED BY THE CONTRACTOR DUE TO FALURE TO OONTACT THE PROPER
AUTHORITIES SHALL BECOME THE RESIPONSIBLITY OF THE CONTRACT#F
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SHALL BE ADLUSTE[
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Filename
Project No. 23-304
Project Date 2.23.23
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THE CWNIERS REPRESENTAWE.
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17. ALL WATERMAIN MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS
STANDARDS AND APPLICABLE AWWA STANDARDS.
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1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES
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SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH
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THE CITY OF SARATOGA SPRINGS AND ALL RECOMMENDED MFG STANDARDS.
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SANITARY SEWER 8" VIT
2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD
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SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST
EA
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REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26
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WITH SINGLE GASKET PUSH -ON JOINTS.
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3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE
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SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE
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PLACEMENT OF ANY ORDERS OF SAID MATERIALS.
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4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE DESIGN ENGINEER PRIOR '14Ev
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5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH
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OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM.
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LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET
AND SHALL BE IN ACCORDANCE WITH ALL APPROPRIATE MFG AND CITY OF
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SARATOGA SPRINGS STANDARDS.
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6. LOW PRESSURE AIR TESTING IS PERMITTED, TEST IS TO CONFORM TO UNIBELL
PVC PIPE ASSOCIATION UNI-B-8-98.
NEW YORK STATE DEPARTMENT OF HEALTH
Glens Falls District Office
Refer to first sheet for approved date and signature.
New York State Dept. of Health
DigDD
Safely.
New York
800-962-7962
www.digsafelynewyork.org
13 Call Before You Dig
p wait The Required Time
Confirm tMlity Response
I3 Respect the Marks
Dig With Care
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68 Wate~view Drive, Saratoga Springs, NY 12866
15183 581-CI028 Phone/Fax • u eseng@nyoap.mcom
Sheet No. 2 of
Drawing No.
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FINISHED GRADE
COVER
X
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BASE
SECTION
REINFORCED PLASTIC NON -SLIP -
STEPS PER NYSDOT 725-02.01
ro
CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1009 OR EQUAL,
TOP SURFACE CHECKERED
AND LABELED "CITY OF SARATOGA SPRINGS
SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED
2'-0" DIA
(FRAME TO BE SET
PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF
E
CLEAR OP'NING
PAVEMENT AND
FLUSH TO 1/4" BELOW E.G.)
p p .
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CONCRETE
CONCRETE BRICK SHIM COURSE(S)/GRADE RINGS
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6"(MIN.) TO 20"(MAX.)
FOR SANITARY MANHOLE, JOINTS BUTYL
4'-0" LD. MIN.
SEALED - INDUSTRY STD. OR A.O.B.E.
CIRCUMFERENTIAL REINFORCEMENT
12 O.C.
5„
0.12 sq. in. PER LIN. FT. MIN.
\�
FOR SANITARY MANHOLE, BOOT TYPE
2 +/- PER
FOOT MIN.
fl.
FLEXIBLE MEMBRANE SLEEVE FOR
PIPE TO MEET ASTM SPEC. NO.C-923
4000 PSI CONCRETE BENCHWALL FOR
SANITARY MANHOLE AND STORM MANHOLE
e
A.O.B.E. (SEE DETAIL S-4.)
X.
SIZE AND LOCATION OF PIPES
AS SPECIFIED
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PRECAST CONCRETE BASE UNIT -
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°° ° oo°o°- ° 4�
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4,000 p.s.i. AT 28 DAYS, AIR -
08 ° -
°
ENTRAINED
8"-12" CRUSHED STONE - OR
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/�/\�/�\\//\\/�\\///�\/C /X
#1 #2
NOMINAL SIZE OR GRADATION A.O. B. E.
NOTES: UNDISTURBED SUBGRADE OR ADDITIONAL
1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. FOUNDATION STONE A.O.B.E.
2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO
HS20-44 WHEEL LOADING REQUIREMENTS.
PRECAST CONCRETE MANHOLE - UNDER 5' DEEP
SAWCUT LINE
SEE DETAIL P-6
ORIGINAL ASPHALT
2
WEARING COURSE(S)
IN PVMT
IN TURF
PAVEMENT BASE COURSE
STRUCTURAL (SEE NOTE 3) 6"
oo tea*
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SECTION SUBBASE COURSE
12
LA
A.O.B.E. (SEE NOTE 4)
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ORIGINAL SUBBASE COURSE
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OUTSIDE CROWN
PIPE SPRINGLINE-
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BOTTOM O.D.
I.D. + 3' MAX.
NOTES: -"I
1. STREET OPENING PERMIT IS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE
OR
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING
1" SIEVE, 0-15% PASSING 1/2" SIEVE.
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDITIONS.
1 PIPE TRENCH - SECTION
N.T.S.
TRENCH WALLS LAID BACK PER OSHA REQ'MTS
OR SHEETING A.O.B.E.
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
BORROW: WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK,
MAX. 1-1/2" SIZE, NOT MORE THAN
20% BY WEIGHT PASSING #200
SIEVE.OR NATIVE MATERIAL, A.O.B.E.
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
N PIPE ZONE BACKFILL - GRADATION SHALL BE:
W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE
> SIZE AND NOT MORE THAN 10% PASSING #200
SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
co
PIPE ZONE BEDDING - FOUNDATION STONE
< TO CONFORM TO N.Y.S. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
(SEE NOTE 2)
�- UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2" SIEVE - PASS 100% BY WEIGHT
1-3/4" SIEVE - PASS 95-100% BY WEIGHT
3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45%
#40 SIEVE - PASS 10-25%
#100 SIEVE - PASS 3-12%
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
N.Y.S. DOT STD. 304, TYPE 2.
N.T.S.
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FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
SEE NOTES
WATER LINE
SANITARY SEWER (GRAVITY OR FORCEMAIN)
OR STORM SEWER
SEE NOTES
NOTES:
(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS,1997 EDITION "TEN STATES STANDARDS")
WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
UTILITY SEPARATIONS: PARALLEL AND CROSSING
A
# # .14_
� e
:J< . . �- ■
r ul II II
N.T.S.
v
CONCRETE SIDEWALK -
TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL P-8) CONNECTION TO EXISTING WATER MAIN
EXPANSION JOINT N.T.S.
(FULL DEPTH OF
CONCRETE)
�Illa \�III� TURF
ASPHALT DRIVEWAY IGI
ASPHALT
WARP AREA (BOTH
1-1 /2" REVEAL(MAX.) 6 SIDES)
"- �111 DF GVR 10 -�PGE
pig ASPHALT APRON C�10�1 w�p�N F FRON
EXPANSION
JOINT
RADIUS - 5'I� ? MPX' STREET J�
\ L TAPER CURB
6" CONCRETE CURB
DROP CURB AT RESIDENTIAL DRIVEWAY
N.T.S.
THRUST BLOCK
GRADE -7
SECTION A -A
TYPICAL THRUST BLOCKS
#30 RC
\Y �i
PLAN(TYP.) \%
Y
WATER MAIN
(OR SEWER
FORCE MAIN)
CONCRETE
THRUST
BLOCK
UNDISTURBED
SOIL
NOTES:
1.) RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER.
2-) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING.
N.T.S.
NOTES:
1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL P-7 FOR 6.
APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:
OTHER CONCRETE SPECIFICATIONS.
Vt = LD (W + I.D.) - I.D.
81
2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D,
WHERE:
SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN
V = VOLUME IN CUBIC YARDS
THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY
L = LENGTH OF BLOCK IN FEET
YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT
D = DEPTH OF BLOCK IN FEET
W = WIDTH OF BLOCK IN FEET
3. CONCRETE NOT TO OVERLAP ANY JOINT.
I.D. = INSIDE DIAMETER OF PIPE IN FEET
REQUIRED. 7.
REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL
BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR
4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE
OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300'
WITH REMOVING OR INSTALLING ANY OF THE JOINTING
HARDWARE.
8.
IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL
5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS
BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS,
LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER.
OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL
AS REQUIRED BY THE ENGINEER.
REQUIRED BEARING AREAS & DIMENSIONS
FOR CONCRETE THRUST BLOCKS
TEE
90° (1 /4) BEND
45° (1 /8) BEND
BEND
BEND
BENEN B
PIPE
SIZE
INCHES
AREA
SQ.
FT.
DIMENSIONS
AREA
SQ.
FT.
DIMENSIONS
AREA
SQ.
FT.
DIMENSIONS
AREA
SQ.
FT.
DIMENSIONS
AREA
SQ.
FT.
DIMENSIONS
D x L
D x L
D x L
D x L
D x L
6
3.2
1.5 x 2.5
4.5
2.0 x 2.5
2.4
1.5 x 2.0
1.2
1.0 x 1.5
0.6
0.5 x 1.5
8
5.7
2.0 x 3.0
8.0
2.0 x 4.0
4.3
2.0 x 2.5
2.2
1.5 x 1.5
1.1
1.0 x 1.5
10
8.8
2.5 x 3.5
12.5
3.0 x 4.5
6.8
2.0 x 3.0
3.4
1.5 X 2.5
1.7
1.0 x 2.0
12
12.7
3.5 x 3.5
18.0
4.0 x 4.5
9.7
2.5 x 4.0
5.0
2.0 x 2.5
2.5
1.5 x 2.0
THRUST BLOCK DETAIL
Approved under the authority
of a re olut° n adopted
.5 by the
(da )
Planning poircloft a City of Saratoga Springs.
DEPARTME
MEIN YORKG ens Falls
District
office HEAL i H
Refer to first sheet for approved date and signature.
New York State Dept. of Health
N.T.S.
DigopD
Safely.
New York
800-962-7962
www.digsafelynewyork.org
0 Call Before You Dig
0 Walt The Required Time
0 Confirm Utility Response
0 Respect the Marks
0 Dig wkh Care
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Designed By TIN
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Approved By
Filename
Project No. 23-304
Project Date 2.23.23
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WA. -ES;
ENGINEERING
66 Waterview DrMe, Saratoga Springs, NY 12866
[5151581-002B RionetFax • Wa]esang@nycap.rr.rorn
Sheet No. 3 of 3
Drawing No.
WE-003