HomeMy WebLinkAbout20250165 131 Middle Ave Subdivision Plans M201 S050 FILED
03/13/2018 09:33:33 AM
i 75 Saratoga County Clerk Page 1 of 2
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Map Legend °o L. Q
Douglas C. Boller Douglas C. Haller 5/8" steel rod set vaith a tag (n C°
50.5 200 - 4$ - io._. -_ 100 Ann Haller Ryon J. and o
7imoth M. c� le Son ® . o en Ann E. Haller Ry®n J. and marker found, labeled Z � � Q) o
#r„ 9 y y 1 Judith R. Stevens .>
7�imoth)o ogle Sonj® M. McFadden Judith R. Stevens �
I HOUSE s utility pole ARAGE . ® �I o
AGE -- overhead wires eel ® i
I 4 97-s5_._ _. N HOUSE, C j o
p,T6vp$j,� •� .�Iw • ` . emu -®-®-®-®- wood fence
l a �," P "� SA sanity sewer
ff 7 �n �€ PORCH w ^^
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CONC. SIDEWALK
70
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52
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(60' WIDE) 60' WIDE
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t wot tsant,
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MIDDLE AVENUE In 4he rnager ofthe ieation#16.047 of
BRICK WALK CONC. LK CONC. WALK
N85®56'25'E CONC. WALK Lo
BRICK WALK RECIEWED
: o CONC.
® ®,� N85.56 25 E H A 2 3 2017
49.97 1fl0.00 __.__ _.F5B a0 85.5 - 3 / 48.CIO' Southern Subdivision u�T
1 1 2 EXISTING WATER SHUTOFF VALVE 1 1/2 48.no -Z.,
L7 124 York Avenue
_ w EXISTING WATER SHUTOFF VALVE s ,NY 12866 � U 00
I ? - 666 > AND 3/4" WATER SERVICE rn w
PORCH 5 CONC. TEPS f , e > AND 3/4" WATER involvingthe remises at 124 York Avemse,tax gel 0166.46-3-5,withinthe turban Residential-a
Location map PORCH 3 3 PORCH NCONC H S3>7 ® District,in the City of Springs,an applicationfor a final 2-lot midential subdivision with the rr,
Planning Board who on Apri113,2017 and the following decisions with a 5-0 vote tin favor: v
A/C UNIT EAVES I C EAVES I Torpey,Bristol,Casey,Durland,Fabo�): a
■ In with S RA 6NYCRR Part 617 and afer review and evaluation of the
a FQ ® O
I � � 1,3' ly Q SEQRA shot Environmental Form Parts I and II,made emotion to approve dre issuance of � s„ >�•
CONIC. I N a SEQRA Declaration of environmental significance. ✓'
E
. Z.t), WI (�) .o �O ■ ends set fords in the City f Saratoga
WINDOW WELL C� approval of the two-lot subdivision as per the requirements Ci o to a
EXISTING SAN � I I �
' p HOtJ I SIZE UNK - 2.0' (TYP) 2 STD`. D EXISTING SM. SERVICE S Subdivision Regulations with the following conditions
FRAME HOUSE 1 SIZE UNKNOWN _
I' 1. Ex s maple and mature trees to rear of lot shall be reserved with appropriate note
i1 I , I f x• 4 0.8' OLD I OLD r fisting agar' aP P
t FOUNDATION I I 0•8' I ( and tree protection detail to be added to plans.
GELiAFOUNDATION ( >
✓ I CELLAR I 2. Single curbeut shall be established in concert with existing cu-bcut to east,widening to total of Z
HOUSE 18.6' ENTRANCE HOUSE ENTRANCE I 20 feet maximum.
4 x s err, CONC. �- 1 -- 18.6' I 3. Structure shall be constructed to build to frontage consistent vith existing homes to either side- Ar� rn
u s WINDOW WELL w STEPS & I 36° CONIC. STEPS & f � approximately10'from front property line. ® F c•�
( ) PORCH SPRUCE ® � ij WIN PORC41 o Cp w 4. Garage shall be recessed from front of the residential structwe. j o
C.>
I � � I
® � O Cr I o N 5. Street tree species along Middle Avenue shall be selected in accordance with City Staff, i Q N
U I U = = The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations:13- v 0 t0
1
a o to
1 I Q I rn !; Co
N Q Deliver a letter of credit or cash escrow as a performance guarantee tothe City for required on-and off-
site improvements as required by the City Subdivision Regulations.
fir
• Submit a fee in Lieu of recreation of$1,500 for each new residential lot per Appendix A of the
-T W m Lot 1 1.5' w Subdivision Regulations.
/-/-� m Submit two 2 m lar and two 2 copies of the final a roved subdivision plat for signature b
� //-� • t ) Y t )P P PP P Y
the Planning Board Chair.
124 York Ave. O � • File the signed final subdivision plat with the Saratoga County Cleik within sixty-two 62 days as
q I � P � t3' t3'- t ) Y
4 ° o• 1 22 QC. or
provided in Article 3,Section 32 of General City Law.
by
5,319 S.f. I This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs
Subdivision Regulations Article ion L D.15°
Kimberly R. and ° n egnatr cle� Section,
R 1 • s °
Michael P. Southern z `�
I Z May I I.2017
1 N 1 ® Date Chair
Inst. # 2014027776
i cc Buildit kapeaor:OW Engineer Accounts Deer Ub&/Coreno;Applkenr File
x
� � Area 0 243 ac � v
3/4•IP.o S.f. I /4"IP N86°OS'04'E
0,5 1 1 97
' y 0 o Z 3
48.00'
_ � ' WIRE FENCE �W02E FENCE N r - OLD POLE �UM x_ OLD POLE 1 ®�
r' _ 11�
- NO WIRES ATTACHED (- - �-x y
NO WIRES ATTACHED -
° Robe I �
e�- T
rt S. and w TO BE PRESERVED I
- I Q Robert S. and SEE TREE PROTECTION
' � Eileen Christopher 40"MPL DETAIL Q g �
Q Eileen Christopher ° ° a
Bk1238 P650 � I ��t2�� Pei® 0< City of Saratoga Springs Standard Notes
, s k> sF -- 1 City Code tt4 14�IPL F All work must conform to all Federal, State and it s, N®sJ
s ls' I-Ot 2 1s' specifications, ordinances, rules and regulations.
131 Middle Ave
► .*:' N of EXISTING TREES
14
0.121 aC. Or 2. The elevation base for the contours and benchmarks are
CO Ln N �' S 279 S.f. o� F®P�IBLEE D based on the National Geodetic Vertical Datum, 1929.
Vicinity Map ® ® 14"MPL°
3, All refuse, debris and miscellaneous items to be removed
O 0 in 33D ® shall be legally disposed of off-site by the Contractor to a
Survey Notes: ® 12•MPL ® ®c,l ® o® location approved by the City Engineer.
1. The location of underground utilities shown on this plan are for information only. The owner ® `� m N
(S � ® 4. The Contractor must set up a pre-construction meeting with
or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or � N Z ® Z
-►.; e N the City Engineer prior to any construction. Construction
respective utility company having jurisdiction to confirm the location of ail existing utilities 0) a0 �% } PROPOSED e�� I
8-MPL q a HOUSE Q � inspections by a designated representative are required of the
before commencing work. Any costs incurred by the owner or contractor due to the failure w Q �; \ � 8 �, Q
a w v �� �; Applicant. The cost of the construction inspection is the
to contact the proper authorities shall become the responsibility of the owner or contractor. I >_ ,,, zt�
® ; I HOUSE ® � iauSE responsibility of the Applicant/Developer.
2. No concrete washout dumping is allowed on-site. a o 1 0
_ 5. The Contractor must obtain a blasting permit from the
3. Consistent with the details reflected in the Resolution dated May 11, 2017, the existing HOUSE a ROUSE a- Building Inspector if any blasting is required.
streetscape will be considered in the anticipated house design to include elements such as 12 s' OR 6. The Contractor must obtain a street opening permit issued by
locating the front facade approximately 10 feet from the property line, a front facing porch, 12.9' the Department of Public Works for any work in the street or
and a garage recessed from the faade of the structure. 14•®' 14.0' 6 ® w right of way of any City street or road or alley.
EXISTING 5 ®+ NEW
CONIC. WALK EXISTING 5' ®r
Variance
/ •��_®� �• CONIC. WALK �' � WATERsvc 7. All points of construction ingress or egress shall be
1/a rya r�(�e • g 1/12/18 SURVEY NOTE #3
Variance #2925 granted Dec. 12, 2016 s8�®8904 00 40' WIDE Hmaint s �®��e®4 •00e debris®)onto ned to publicntroad king or flowing of sediment or 1/10/18 misc.
ur GAS LINE R.O.W. 40 WIDE
Required: Proposed: Total relief requested G G G G G G G G G G NEW W� GAS LINE R.O.W. 9/5/17 MISC.
6„ SAN EWER G G G G G G G G 8. No Certificate of Occupancy will be issued until all site work
-SA SA-SA-SA SA sA sA s -SA-SA SA sA 6" SAN. EWER has been completed in accordance with the approved plans DATE DESCRIPTION
Minimum lot size: Lot 1 6,600 sq. ft. 5,319 sq. ft. 1,281 sq. ft. (19.47.) 4„ WATE� MAIN ® NE1N and an as-built drawing has been prepared in accordance
Minimum average lot width: Lot 1 60 ft• 48 ft. 12 ft. (20%) w °� - W4 WA MAIN v with the requirements of the City Engineer. REVISIONS
Minimum lot size: Lot 2 6,600 sq. ft. 5,279 sq. ft. 1,321 sq. ft. (19.4%) a 203' ' TO • �+ NEW5'YI/IDE SIDEWALK
Minimum average lot width: Lot 2 60 ft. 48 ft. 12ft. (20%) -.. - -•• - 9 he I movements of any fire truck that
The Applicant must verify that the proposed project can DATE: Feb. 2, 2017
-`• •• •• -• ---°fa--- - accommodate t turning move n °
N IIGFrr the fire department designates. JOB NO.: S 14-191.24
IF GRANITE CURB W1 SWAE1C�wt AY TO:M:E:;e�L P 9
UR-3 AREA REQUIREMENTS DRAWN BY: DES
Maximum Percent PORCHPORCH
of Lot to be Minimum Principal PORCH PORCH CHKD.BY: WMT
Minimum Mean Occupied Yard Dimensions Buildings HOUSE HOUSE PORCH E TAX MAP-
Zoning Lot size Average Width Minimum HOUSE USE USE 166.46-3-5
District Square Feet (feet) Principal Accessory Front Rear Side Side First Floor �mr�
Building Building (feet) (feet) (feet) (feet) Area (feet) Morny G. Skinner Rydon LLC Marry G. Skinner Rydon LLC
(square feet)
UR-3 6,600 1-unit / 60 1-unit / 30 10 10 25 4 i2 1 Story=l,2
8,000 2-unit 80 2-unit 2 Story--800
Accessory Building Approved under authority of a resolution
Minimum Distance to adopted 11-13-1 by the Planning
Principal Front Side Rear Minimum Board of the City of , rZYrt64a, Springs.
Building Lot Line Lot Lot Percent of
Line Line Lot to be s
(feet) (feet) feet feet Permeable Owner/Applicant:
EXISTING CONDITIONS SUBDIVISION PLAN
5 10 5 5 25 Kimberly R. Southern and Michael P. Southern Chairp:' . � ¢ ' p .v Aate Signed
SCALE: 1" = 20' SCALE: 1" = 20' 4 Wyman Lane
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown Hopkinton, MA 01748
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 available. PLANNING BOARD #16.Q47
the New York State Education Law. S14=191.24
P:\Southem, 124 York Ave S14-191\dwg\S14-191 Southern Subdivision Map.dwg SHEET 1 OF 2
M2018050 FILED
03/13/2018 09:33:33 AM
Saratoga County Clerk Page 2 of 2
TREE BELT FINIAL - SAME FINISH AS POST
NOTES: FINISHED GRADE Z
* AMENDED TOPSOIL MIXTURE SHALL SEE NOTE LED ROOF-MOUNTED OPTICS I
MAJOR TREES (STREET AND SHADE) SHALL T) SIDEWALK Z
BE IN THE FOLLOWING RATIOS BY VOLUME CURB .� HEAT SINK FOR HEAT TRANSFER C: H-
3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT)
20 PARTS TOPSOIL 2i C
ROADWAY :.:'�, :.'..:;:::..c..:.: :..:.
4 PARTS PEAT MOSS MINOR TREES (SMALL ORNAMENTALS) SHALL BE CONCRETE SIDEWALK- ; ', STERNBERG ORNAMENTAL FIXTURE
2 PARTS PEAT HUMUS 2" MIN. D.B.H. TYPE 1 AT NON-VEHICLE TRAFFIC AREAS O
1 PART FERTILIZER (10-6-4) TYPE 2 AT VEHICLE TRAFFIC AREAS ~ MODEL D65O5RLED _
SEE SUBDIVISION CONSTRUCTION REGULATIONS (SEE DETAIL SS-8) ,.., 66 WATT LED (4ARC22) Z ►�( Q •rA 0
FOR RECOMMENDED STREET TREE SPECIES. EXPANSION JOINT ACRYLIC LENS 2200K COLOR TEMPERATURE Fil VJ
(FULL DEPTH OF CURB BOX ' ' 1 •
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE 0.j W n`
FOLLOWING INFORMATION, TO BE APPROVED BY THE CONCRETE Z MUELLER 5'6" f MODEL H-10314 IN TURF) , +♦ W
CITY OF SARATOGA SPRINGS: ) MODEL H-10334 �IN CONCRETE WALK} �vD SEALED LED / OPTICAL ASSEMBLY O •
BOTANICAL NAME HEIGHT OR TRUNK DIA. TURF - (SIZE AS REQUIRED FOR / OR 1 SERVICE)
S 3 4" CE O
COMMON NAME SPACING »µ„.: of
TOTAL QUANTITY y :_.-..... '.:' .: ;n o Q I • O Q� L
CORPORATION STOP WITH I CURB STOP LED DRIVER W/ ELECTRICAL QUICK-DISCONNECT
HOSE ASPHALT DRIVEWAY - :: }.,"> COMPRESSION FITTING in MUELLER ORISEAL MODEL H-15209 COMPRESSION 3" HEAVY WALL CAST ALUMINUM FITTER �- V) L , Cn
MUELLER H-15008 MODEL H-15219 (W/ DRAIN) O Q
WRAP: WATERPROOF TREE WRAP- WIRE No. 10 GAUGE ASPHALT 3/4" OR 1" - SIZE AS REQUIRED WELDED TO POLE TOP (W/ PHOTOCELL ) w -+-�
(SIZE AS REQUIRED FOR 3 4 OR 1" SERVICE •
WARP AREA (BOTH / " ) <
APPLY IN 4' WIDE STRIPS ` 1-1/2" L{MAX.}
SIDES) �-
MULCH -3" MIN. STAKES 2"-2 1/2" DIA. OR SO. 8' LONG . .::... CURB (� p 01
SAUCER 2SE 3 STAKES-STAKES" CALL. & NDERCAL yEXPANSION �� ASPHALT APRON Op SRGj p WS�Npf VRONSPGE (AS TEMPORARY
NECESSARY) OR PLUG STERNBERG MODEL
FINISHED GRADE JOINT "'` OR pR�� - 2 -m. 3 TO 4 TAPERED POST z �CL
MIN- W�O� 3/4" MIN. 51ZE TYPE K 6061-T6 STRUCTURAL
' " RADIUS ='5 0 MPX STREET 45' COPPER PIPE W
I
AMENDED TOPSOIL � ' ' � ��
••'::-'•;:. 5� OR SIZE AS REQUIRED � GRADE ALUMINUM 0.125" WALL
MIXTURE '
N WATER MAIN '
- � - -� SOLID CONC. BEARING BLOCK = N0. 4212-T O NL1 � O `r (�� O
3/4" OR 1" COPPER TUBING (TYPE K) TVA
UNDISTURBED SUBGRADE TAPER CURB (SIZE AS REQUIRED}
OR C.I. FOOT
6" CONCRETE CURB BLACK FINISH � O
POLE WELDED FOR SINGLE UNIT CONSTRUCTION P-4 4--� Q. °- p
12" PIT= BALL DIA. + 24" CURB
NOTE: LOCATE CURB BOX BETWEEN CURB AND-:SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT cn (n O Ne U
DROP CURB AT RESIDENTIAL DRIVEWAY IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. ACCESS DOOR WITH FLUSH W � o v�
TREE PLANTING DETAIL :, , STAINLESS STEEL ALLEN HEAD SCREWS --, Z QN Q) ^ O
N.T.S. WATER SERVICE r- O o >
BoaN.T.S. N.T.S. 17" DIA. BASE WITH 0.750" FLOOR THICKNESS - +' U
APPROVED: DWG Nc APPROVED: 4 ANCHOR BOLTS AND 1 GROUND LUG. �
CITY OF SARATOGA SPRINGS, NEW YORK CITY OF SARATOGA SPRINGS, NEW YORK wG Nc APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK wG NO INSTALL LIGHTS DIRECTLY ON BASE USING Q o = o
i/13/2010 1/13/2010 STANDARD DETAIL 1/13/2010 .250" WALL 7/8 DIAMETER X 1/8 THICK WASHERS Z �j O
STANDARD DETAIL STANDARD DETAIL
PLANNING BOARD DATE Tree Planting L-1 PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12 PLANNING BOARD DATE Water Service W-2 3^ j z -!!!IN J c)
3/4" CHAMFER ~ U Q N
FINISHED GRADE
z ZINC PLATED ANCHOR BOLT
ASSEMBLY PER MANUFACTURERS 0 0
N RECOMMENDATION ' U �,00
�,
F� Q
LO
z ___ ---------- 2" PVC SCHEDULE 80 Z r oO
EXPANSION JOINT AT SIDEWALK ADAPTOR FITTING IF REO'D END CAP FOR FUTURE PROPERTY LINE, R.o.w. oR TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION M . . . G� Z a O
EXISTING SEWER MAIN: NO DIRECT BURIAL C-'
1/4" WIDE x DEPTH OF WALK CONNECTION EASEMENT LIMIT W =
TAPPING SADDLE
FIBRE EXPANSION JOINT FILER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH TO BE APPROVED BY D.P.W. 45'OR 30'BEND AS REO'D �I U' In "
AT CURB JOINTS, NEW SEWER MAIN CONSTRUCTION: GROUND ROD PER N.E.C. ai
z'x 4'x 24" PRESSURE TREATED TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT J (Yj 2
EXTEND CONCRETE 45.OR 60'SWYEADDLE
OR TEE/WYE 1 SET PLUMB H END ES LATERAL x
TO BE APPROVED BY D.P.W. I r a ' �7�, 0 O r3
TO 2"-3" MAX. 1/4" BEVEL r FLAGGED WITH FLOR EASY
COLORED BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION ' • i`
BELOW F.G. ® SURVEY RIBBON FOR EASY IDENTIFICATION O w ..O Q O r .,: 4000 PSI CONCRETE BASE WITH O
FINISH GRADE �o P PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 ., '
SEE DETAIL SS-8 FOR < c3 0 o v- a• LL_
SIDEWALK REQUIREMENTS n: .• .--- •. . •.�•a•s <e':; SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY- H _ - - SONOTUBE FIBER FORM 20" DIA.
�� a.,t',� 6'MIN. SDR 35 PVC MIN. scH. 40 PVC "' - COMPACTED GRAVEL - -
* . .:. s s'..'. 6" REVEAL(MIN.) wm •
SEE DETAIL SS-5 FOR PAVEMENT o� < NYSDOT TYPE 2 (SECT. 304) °' ` UNDISTURBED SUBGRADE
AND GRAVEL SUBASE REQUIREMENTS "' A
CITY PROPERTY PRIVATE PROPERTY
COMPACTED TO 95% STANDARD PROCTOR. OR COMPACTED TO 9O%
` u .r .. Q: I STANDARD PROCTOR z
F: oa. SANITARY SEWER SERVICE - PLAN \ \ PAVEMENT TOP BINDER GRAVEL ESAL NOTES: 20.
° " Ct9? TYPE COURSE COURSE COURSE LEVEL J 0 A
18" ``''' g' °' GRANITE CURB N.T.S. \\� \ \�\\�\\j/\//\\ 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN Q (�
„.. 3.f /\\� \/\\ \//\\ SUBGRADE - COMPACTED TO 90% PARKING <0.3 AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) H
�. .o a:` J
-`�'� F O FINISHED GRADE REVEAL s \ \ STANDARD PROCTOR 1-1/2" 2" 8-10"
3" xa� .�• ., /\////\�\ �j / / LOT MILLION 2, THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING < 0 Z
MIN. \`?�� �'�- :,�'•.:1:~ � - CONTINUOUS CONCRETE
cb :'-• :-:. e - O' SETTING BED - SEE CONCRETE / /%�/ / / /\/ STANDARD <3o THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. M-4 a
SPECIFICATIONS - DWG. SS-7 1-1/2" 3" 12" '� O
\ \� \� \� z SLOPE: 2%MIN. (1/4"PER F0017 TO 10%MAX. /\\/\�/\ /\\/\\ ROADWAY MILLION 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE c' -I
/ 45' E 30'BEND 2'x 4•x 24' P.T. STAKE \r\\r\\r\\i. \r\r p
6" •� %\/I.\• AS REQ•D o E 40 PVC NON-METALLIC CONDUIT UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS Q z �
SUBGRADE COMPACTED TO X <30HEAVILY , L�
90% PROCTOR - PIPE BEDDING AS REQ'D TRAVELED/ED/ * REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND Z Cn`�
CURB AND PLACEMENT SHALL CONFORM TO as " UNDISTURBED SUB-GRADE
TRUCK z" 4" 12" MILLION GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH Q a
N.Y.S. DOT STDS. SEC. 609-3.01 N LOADING ELECTRIC POLE 2R THE BASE OF THE
�ORO BE OWNED BOX A THEEY THE CITY FOR THE BEGINNING F SERVICEDIPROVI EC AND ANSTALL (1) 5/8 INCH _j U
6'xta" GRANITE NOTES: * SEE NOTE 2 COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX LLJ M
TRANSITION CURB 's;.;.:
TAPER CURB TO 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND PER NATIONAL GRIDS STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT Ld
FLUSH WITH GRADE LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR � N A
SECTION TO BE INCREASED TO CARRY DESIGN LOADING. BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE LL_I
FINISH GRADE 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHCLDER IN HANDHOLE AND
5'-0' 1YP. OR I SANITARY SEWER SERVICE - SECTION 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN � 0
S SHOwN QN P BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. BASE OF EACH LAMP. RUN 12 THHN COPPER RED, WHITE, AND GREEN
NOTES: N.T.S. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. # , ( ) FROM BASE TO a
J1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE a
2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER QI
GRANITE CURB TERMINATION 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. ASPHALT PAVEMENT WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
TYPE 3 CURB - GRANITE N.T.S. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK WG Nc APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG Nc APPROVED: CITY OF SARATOGA SPRINGS, NEW PORK DWG NC
1/13/2010 STANDARD DETAIL 1/13/2010 STANDARD DETAIL � 4/10/2013 STANDARD DETAIL
PLANNING BOARD DATE Type 3 - Granite Curb s s-1 s PLANNING BOARD DATE Sanitary Sewer Service S A PLANNING BOARD DATE Asphalt Pavement S S-5
o F fV,ctp
M.
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BROOM FINISH PERPENDICULAR TO WALK
' 4" CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS-7
g9623
a 6" X 6" NO. 6/6 WOVEN WIRE MESH - 4 N D S 3
EXCEPT A.O.B.E.
6" GRANULAR SUBBASE COURSE 1"
NYS DOT SECT. 304, TYPE 2
NOTES: \�� \ COMPACTED TO 95% STANDARD PROCTOR
SYMBOL /�// %� SUBGRADE COMPACTED TO
WOVEN WIRE FENCE EXPANSION JOINT SPACING - /�/,�/�/�`j/� 90% STANDARD PROCTOR
(MIN. 14 1/2 GAUGE �� 20'-25' D.C.
W/MAX. 6•MESH JOINT
CONSTRUCTION SPECIFICATIONS 1O MAX. C.TQ C. LNG) CONTROL5' OC. NOMINALPACING - Y - TYPICAL PEDESTRIAN TRAFFIC LOADING
SYMBOL 1. STONE SIZE - USE 2' STONE OR LARGER OR RECLAIMED OR RECYCLED CONCRETE 3POST5 DRIN. VEN LENGTH
16"FENCE CONSTRUCTION SPECIFICATIONS CROSS
FOOT (MAX.SLOPE01:504'TYP.) BROOM FINISH PERPENDICULAR TO WALK
50'MN. I EXISTING EQUIVALENT. ;. ;.'_ `• INTO GROUND. WOVEN WIRE F84CE TO BE FASTENED SECURED TO FENCE POSTS WITH WIRE TIES � EDGE OF DRIPLINE
PAVEMENT 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE •' 1' STAPLES. ppyT5 SkNLL E STEEL EITHER OR •TYPE OR MAX, SLOPE ALONGOTRHE�A.O.B.E.
OF 'a: ••
A 30 FOOT MINIMUM LENGTH WOULD APPLY). HEIGHT OF FILTER B HARDWOOD' 6 CONCRETE - SEE CONCRETE
® THE WALK SHOULD NOT EXCEED 1:12 ( I (TYP•)
3. THICKNESS - NOT LESS THAN SIX (6) INCHES. = ! .• _ 16"MIN. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE <_ a- SPECIFICATIONS - DWG. SS-7
DfISTING FILTER -/ YOUlIfABI.E BERM 4. WIDTH - TWELVE (12) FOOT MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT y .__,r, W W '% •► FENCE WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. CONSTRUCTION JOINT DETAILS TO BE
GROUND CLOTH PALE (OPTS-) POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE �. yy y + W W W•• ja'MIN. FENCE SHALL BE WOVEN WIRE. 12 1/2 GAUGE.6'MAXIMUM MESH OPENING. SUBMITTED AND APPROVED BY
50'YIN. ENTRANCE TO SITE. }�� '�' •�• .r °•�, W'�-. 3.wHTr Two sEcrroNs of FILTER CLOTH ADJOIN EACH OTHER THEY s►w1 E�OVER- CITY ENGINEER o..- ..Q.• �Q �,
5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF SIDEWALK WIDTH TO BE 5' MIN. OR
STONE. PIRSPECTIVE VIEW LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X. AS ORDERED BY CITY ENGINEER °• I WOOD STAKE
'MIN.NG 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD MIRAFl t00X,STABILINKA T14(N.(XN APPROVED EWNALENL 6" X 6" NO. 6/6 WOVEN WIRE MESH �lr
�NDD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS 36"MN. FENCE POST 4.PREFABRICATED UNRS SHALL BE GEOFAB. ENVIROFI:INCE, OR APPROVED EQUIVAENT. �''` 4'(TYP)
_ IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PEMIITED. 8" GRANULAR SUBBASE COURSE
WOVEN WIRE FENCE(MIN. 14
17 WN t2' EXISTING 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1/2 GAUGE W/MAX. 6"MESH� 5. MAINTENANCE SHALL BE PERFORMED AS NETD(D AND MATERIAL REMOVED WHEN NYS DOT SECT. 304, TYPE 2
PAVEMENT PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SPACING)WITH FILTER CLOTH 20"MIN 'BULGES'DEVELOP IN THE SILT FENCE / \/' COMPACTED TO 95% STANDARD PROCTOR
SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY
P1AN VIEW MUS BE REMOVED IMMEDIATELY. SUBGRADE COMPACTED TO ORANGE �
�'IMN. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH UNDISTURBED GROUND /�/�/�/� 90% STANDARD PROCTOR
STONE AND WHICH GRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. COMPACTED SAL MESH FENCING
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH EMBED FILTER CLOTH 16•MIN. TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) INSTALLED AT 6'
RAIN.
A MIN. OF 6'IN GROUND.
SECRON O1 TREE DRIPLINE �ryA
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: J
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. B
STABILIZED CONSTRUCTION ENTRANCE NTS SILT FENCE N.T.S. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN PROFESSIONAL
COUNTY RIGHT OF WAYS WITHIN PROVE B SPRINGS: TREE PROTECTION DETAIL
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 W(MIN.) FROM THE EDGE OF SHOULDER. 1/10/18 misc.
BASED ON NEW WORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. BASED ON NEW WORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. N.T.S.
APi �O: CITY OF SARATOGA SPRINGS, NEW YORK WG Nc APPROVED: CITY OF SARATOGA SPRINGS NEW YORK WG NO APPROVED: CITY OF SARATOGA SPRINGS NEW YORK DWG Nc 9/5/17 Mlsc.
1/13/2010 STANDARD DETAIL 1/13/2010 1/13/2010 PRIOR TO ANY CONSTREUCTION ACTIVITY TREE BARRICADES SHALL
ST-11 ST-13 PLANNING BOARD DATE STANDARD DETAIL BE PUT IN PLACE AROUND ANY TREES DESIGNATED ON THE SITE PLAN DATE DESCRIPTION
PLANNING BOARD DATE Stabilized Construction Entrance DATE STANDARD DETAIL Silt Fence Concrete Walk ss-8 TO BE PRESERVED.
REVISIONS
DATE: Feb. 2, 2017
JOB NO.: S 14-191.24
DRAWN BY: DES
CHKD.BY: WMT
Map References: TAX MAP:
1 . "Map of Lands on New York and Lake Avenues belonging to William L.F. 166.46-3-5
Warren" dated July 1 , 1860 filed in the Saratoga County Clerk's Office
i
in Map File Number W-58.
2. "Map of Lots Belonging To The Estate of Lucy C. Lester" filed April 1 ,
1922 prepared by Samuel Mott, CE filed in the Saratoga County Clerk's Approved under authority of a resolution
Office in Map File Number Card ',1; Pocket 6; Folder 3.
adopted- I e Planning
9
3. "Survey of Lands of Wilbur L. and Rose Pratt" dated May 2, 1985 Board of he it ff Saratoga Springs.
prepared by W. Bruce Hawks L.S.
4. "Lands of Christopher, prepared for Robert S. and Eileen Christopher" Chairperson Date Signed
dated December 7, 1978 prepared by Peter Kent Engineers.
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
G violation of Section 7209 subdivision 2 of available. PLANNING BOARD #16.047
the New York State Education Low.
S14-191.24
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REFERENCES HEREIN TO DESIGN CAPABILITIES PROVIDED BY KODIAK CONSTRUCTION, INC SHALL MEAN RECOMMENDATIONS
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Douglas C. Haller Ryan J. and _ — — _ ,�,�>3SVTELAd�3COd — PROVISIONS OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW. ALL RIGHTS ARE RESERVED FOR THE
Ann E. Haller McFadden Judith R. Stevens _ _ — -
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PORCH PORCH
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Marny G. Skinner
ITEM UDO OLD (BLUE) NEW (BLACK)
MIN. LOT SIZE 6,600sf 5,279sf 5,279sf
SUBDIVISION MAP BY
m MIN. LOT WIDTH 60' 48' 48' NORTH ON PLANS
THOMPSON-FLEMING LAND SURVEYORS ® ® ® ® SE FRONT 10' 5.3' 16.5'
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° SIDE (one) 5' 4' 4.3'
SIDE (total) 12' 9' 9.5'
❑❑ ❑❑ �❑❑ ❑❑ ❑❑ ❑❑ � REAR 25' 5.1' 13.5'
0 0 of
BLDG. COVERAGE 40/ 42/ 47.7/
FRONT ELEVATION MAX. IMPERVIOUS 70% 65.6% 58.1%
SCALE: 1" = 5'