HomeMy WebLinkAbout20230023 23 Richard Final Subdivision Details 1 - 11x17Tor -COURSE - NYSDOT ITEM 402.093302-9.5F3 H I.I.A., 80 SER!ES COMPACTION BROOM FINISH PERPENDICULAR TO WALK CITY OF SARATOGA SPRINGS I NQS CONCRETE SPECIFICATIONS DETECTABLE 6" CURB (TYP) R.O.W.
4' CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS-7 TEXTURE L
TACK COAT - N'�SDCT ITEM. 1,C).0102 DILUTED TACK COAT 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE b' MIN.- CONCRETE SIDEWALK -VARIES 141
6" X 6" NO. 6/5 WOVEN WIRE MESH WARNING—\ R.C.W. WDT�i
BINDER COURSE - NYSCOT 402.1989G2-191`9 BINDER COURSE II.M.A., 80 SERIES COMPACTION EXCEPT A-O.B.E. CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE
CD 0. PLANNING BOARD. ALLMATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY E. (Tro.)
n J� C� Q, ji S' GRANULAR SUBBASE COURSE I-C! PC DINDER LIQUID ASPHALT) GRADE SHALL RE PG-64-22 r < _0 00 NYS DOT SECT. 304, TYPE 2
L.1 VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON
COMPACTED GRAVEL - NOTES: COMPACTED TO 95% STANDARD PROCTOR REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR
SUBGRADE COMPACTED TO APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL"
b NYSDCT 7rPF 2 (SECT. 304) EXPANSION JOINT SPACING A 90% STANDARD PROCTOR MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS.
COMPACTED P AC TED TO 95% STANDARD PROCTOR. 20'-25' O.C. FLUSH. 5'VIN.
CONTROL JOINT SPACING - TYPE I TYPICAL PEDESTRIAN TRAFFIC LOADING 2. WHEN AIRTEMPERATURES ARE 50 DEGREES FARENHEITAND BELOW, A NON -CHLORINE
Q -091, 5' O-C. NOMINAL 1:12 VAX SLOPE VEASURED PERPEN-DICULAR TO CURB
PAVEMENT TOO 5:,4DER CRAVFL ESAL ACCELERATOR IS REQUIRED PER A.C.I. SECTION 30BR-88. WHEN AIR TEMPERATURES ARE 90 R. o WTH
TYPE COURSE CROSS SLOPE - 1/8" TO 1/4"
C2URSE COURSE LE�rL I I- I—- - -1 . - DEGREES FAR ENHEIT AND ABOVE ANINCRFA.�;FINPFTAPr)FPil:�PF;r)l[]Prn-rn�nk,�,l
SUBCRADE CCMPA,,Tt TO 907 PARK ING 2-
STANDARD PROCTOR LOT I )-I/z• :
STANDARD 1-1/2 1 3" �2"
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M:L:-ION'
U I11.j UKUV ANION VtKt-tNUILULAK 1U WALK
TOWARDS STREET OR A.O.B.E.
MAX. SLOPE TH OF 6" CONCRETE -SEE CONCRETE
THE WALK SHOULD NOT EXCEED 1:12 SPECIFICATIONS - DWG. SS-7
CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY
CITY ENGINEER
PER A.C.I. 305R-92.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL
CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS -A" MIX OR
APPROVED EQUAL).
TRANSITION CURT (T�1?
PME"TRIAN CURB �A-KP T/PE 1
ROADWAY
SIDEWALK WIDTH TO BE 5' MIN. OR
NOTE: A SUPERPLASTICLZER
A T STREE CORNER N. T. S.
HEAW-1
IRAVILEDI
TRUCK 2" 4" 2"
LOADING
- .--- ___
LION
L, `_
AS ORDERED BY CITY ENGINEER 6- X 6- NO- 6/6 WOVEN WIRE MESH
13" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304. TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT
INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE
SUBSTITUTED WITH POI THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER.
IS APPROXIMATELY 2 INCHES TO 3 INCHES.
CONCPETE SDEWALK H RErLAL CONCRETE SIDEWALK HEAVY EROrV, FJII
DETECTABLE TEXTURE HEAVY BROOV. rINISI- (TIP.; FLUSH REVEALTOTES
-SEE NOTE 2 SUBGRADE COMPACTED TO ViARNING DETECTABLE TEXTURE
TOTES 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A
907% STANDARD PROCTOR PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH CURP (IYW WARNING 6- CURB (TYP)
SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
1. , PAV-MLNT ��_CFJONS SPECIFIED ARE TYPICAL FOR STRFET, DRIVEWAY AND PARKING LOI CONSTRUCTION WHERE TRAFFIC -VOLUMES AN-.-) TYPE 2 VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
-OADN,'S A;�C NOT EXCESSIVE. 13ASED ON ANTICIPATED VC-UMES ANr LOADS, THE CITY CNGINErR 1,IAY REQUIRE STRUCTURAL PAVLMI',NT 6" KIN.
SEC MIN
TON TO BE INCREASED TO CARRY DESIGN LOADING. IRANSITION CURB 3' TRANS T.ON CURB
5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J
2 BINDER TO BE PLACED IN 2 - 2- LIFTS W1 1ACK COAT BEIVI CONCRETE MIXTURE (OR APPROVED EQUAL).
3. THE CII)l LNGINE--_R blAY REQUIRE COMPACTION TESTING AND11OR CORE SAMPLES `10 VERIFY PAVLMENT Ad- TESTING SHALL GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
BE AS L)ROEIRLD UY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO
4 NOTIFY THE CITY ENGINEER 48 HOURS VNIMUM PRIOR TO CCIAVENCiNG PAVING OPERAT!ONS.. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
3.) SIDEWALKS MUST NOT EXTEND ACROSS RUBUC STREETS OR ALLEYS. APPROVAL OF THE CITY ENGINEER, P_�DESTRI III CURB RAMP - TYPE 2 'DEDEQJTRIAN CURB RAMP -- _FYPE 3
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: AT SIDEWALK N. 7. S.N.T.S.
1.� ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESS10NAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. AlAGRASS STRIP
ASPHALT PAVEMENT 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 6'(MIN.) FROM THE EDGE OF SHOULDER, *DETECTABLE TEXIUI?7- WARNING TO 13L IN THE FORM OF DOMES AS Sr,Ec:r;LD ON
3.) SIDEWALKS MUST BE CONSTRUCTED 50 AS NOT TO INTERFERE WITH DRAINAGE NYSLIOT STANDARD SHEET IA6J8-5R2 SHOWN' CN LII'IAII. 55-11.
vlmirr LOCATION(S' & TYPE OF DETE-C-11CIN WITH CITY ENGINEER.
APPROVED: CITY OF -SARATOGA SPRINGS. NEW YOPj{ -)wc; No APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG N. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK APPROVED- 1
4/10/2013 PLANNINr.�� ___D_ATE___ STANDARD DETAIL 1/13/2010 STANDARD DETAIL 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DING No
-STANDARD DETAIL STANDARD D1TA!L
]"LikNINING BOARD avi, I Asphalt Pave -en ss-b Concrete Walk SS-8 PLANNING BOARD DATE- Concrete Specifications IS�ANKING -BOARD DATEP-deSLricn Curb R-ampsss-io
L
ALL DIM:NSIONS IN mm UNLESS OTHERWISE NOTED GENERAL NOTES
I. m
NOTES:
I
AMENDED TOPSOIL MIXTURE SHALL ~hOrLm or mom W_ CIF MAJOR TREES (STREET AND SHADE) SHALL BE I" M IMI RI AmIIIIIAII51 Fir mvmw.
BE IN THE FGLLOWING RATIOS BY VOLUME
CONCRETE SIDEWALK- 3- MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) WMI P111ORNIIIIIIIIII WAM MAL K
20 PARTS TOPSOIL OF III DEPI
TYPE I AT NON -VEHICLE TRAFFIC AREAS 4w z UTI-= Lrym SJWACO
TYPE 2 AT VEHICLE TRAFFIC AREAS 4 PARTS PEAT MOSS MINOR TREES (SMALL ORNAMENTALS) SHALL BE 0 SOL LLIJMVM 1.
2 PARTS PEAT HUMUS 2" MIN_ D.B.H. 4 'K ON W M MENCTAM EMIT FI SWILL W GO - 0 W 1311 OF
(SEE DETAIL SS-B) 1 PART FERTILIZER (10-6-4) TAWL Me WAI ffm W MIEL WN mi, " am a nm %MAI
EXPANSION JOINT SEE SUBDIVISION CONSTRUCTION REGULATIONS DCUNK CF ME RAPIEL
(FULL DEPTH OF FINISHED GRADE 1/4" RADIUS FOR RECOMMENDED STREET TREE SPECIES. L 18CLIM CIF DEII WANAL WWRmU wmIIIIIIIIIII� svI K U10410 go WAT
1W WK Or IK WI PEW WAIM 10 1W
To (M um MWAMI 'K UK IF 1W
CONCRETE) ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE RMin""KIA 141
II )I lull SEE: DETAIL SS-5 FOR PAVEMENT FOLLOWING INFORMATION, TO BE APPROVED BY THE CEVUER-Amm Tw offm w IK zomx alm 1III
TURF AND GRAVEL SUBASE REOUIREMFNTS CITY OF SARATOGA SPRINGS: or - ="WALK"W9kA=M8=W*KFWMXW
BOTANICAL NAME HEIGHT OR TRUNK DIA.
COMMON NAME T. CIIILIIIII
SPACING WMW III CrWr M W MIN
6'111IN ADAIIIIIIIIIIIII OM LI WI DIM ADI MAX
k.
ASPHALT DRIVEWAY TOTAL QUANTITY CM -0 2=10
WIIIXTABLE WAI AT WDAM SLAWS 1:=C= `IOM N W ANWW4M
VW • ASPHALT 00 IN-PLACE/SLIP FORM HOSE L
CAST- 114M BILL K LEE UW M Of OF VI
WARP AREA (BOTH CONCRETE CURB WRAP: WATERPROOF TREE WRAP- -:= AW
WRE No. 10 GAUGE Ems
1-1/2- REVEAL(MAX.) SIDES) 0 APPLY IN 4' WIDE STRIPS
SEE CONCRETE SPECIFICATIONS -
.I�. ASPHALT DRAWING SS-7 MULCH -3- MIN STAKES 2--2 1/2- DIA. OR SO. 8 LONG
EXPANSION APRON Op 5 GRAVEL COMPACTED TO SAUCER USE STAKES FOR OVER 2- CAL.
95% STD. PROCTOR 2 STAKES- 2" CAL. & UF40ER JOIN P FINISHED GRADE A
R .]us 5 STREET L
SUBGRADE COMPACTED
NOTE: EXPANSION JOINTS •AMENDED TOPSOIL -
SPACED ALONG CURB 10' O.C. TO 9G% STANDARD MIXTURE -
TAPER CURB MAX. PROCTOR NON -ELEVATED CRDSSNG
6" CONCRETE CURB UNDISTURBED SUGGRADE '-t6 6 o o 6 o o o
I-J-000000000-
0 a 0 0 0 0 0 a co]�_ -
CONCRETE AT TURF PIT= BALL DIA. + 2L' C) 000CI
DROP CURB AT RESIDENTIAL DRIVEWAY TYPE 1 CURB CAST-IN-PLACE/SLIP FORM CON/ I V
J4 0 0 0 q P 0 0 0 17
N.T.S. N.T.S. TREE PLANTING DETAIL
WK VACM
MWICTARE WAI AT FL%9W.
N. T. S. WWARE WAI AT MAM NUB" AT CM RW
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG; NO APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK JWG N. APPROVED: DETECTABLE TEXTURE WARNING DETAILS N.T.S.
1/13/2010 STANDARD DETAIL 1/13/2010 STANDARD DETAIL Curb 55-15: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG N-
PLANNING BOARD DATE SS-12 PLANNING BOARD DATE Typ e I - STANDARD DETAIL APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK PWG No
Type I DrIvewcy (Residential) PLANNING BOARD DATTTree Planting L-1 1/13/2010 STANDARD DETAIL
PLANNING BOARD-- DATE DEItUiAbLE TEXTURE WARNING DETAILS SS-11
(BASED ON NYSDOT STANDARD SHEET 1112)
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, STANDARDS ORDINANCES, RULES AND REGULATIONS.
2. EXISTING WATER MAIN & SANITARY SEWER SHOWN HEREON WERE OBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THE LOCATION OF ALL UNDERGROUND UTILITIES ARE
APPROXIMATE. THEIR ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR BY CONTACTING THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION AND MUNICIPAL AGENCIES CAST ALUMINUM FR41AL AND 2:
HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATING AND/OR CONSTRUCTION. ROOF SAME FINISH AS POLL
(1-800-962-7962). ED 1- -SDE PG. I OF 2 FOR FIXTURE z T
4ARC22-15-MDLO3 LED: 64 WATT (A
& POLE DETAjLS
UTILITIES MUST BEGIN AT ITS POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, 5 00 COLOR TEMPERAT E TYPE 3. CONSTRUCTION OF ALL PROPOSED U 22DISI DISTRIBUTION, 120-2LtR7 �01_1
CLEARANCES AND LOCATION AT CROSSINGS MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY 4".4" OR 5".5" DIMMABLE DOWER
- FOUR (24) HOURS 1-1/9 • H 1 1 2 1,, LLJ
IN ADVANCE OF ANY INSTALLATION TO BE ABLE TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR MUST KEEP A RECORD OF ALL UNDERGROUND UTILITIES INSTALLED AND CENTER MARK WITHIN ACRYLIC ACORN LENS _j LIJ
ENCOUNTERED SO THE ENGINEER WOULD BE ABLE TO USE THE RECORDS FOR THE PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE LOCAL MUNICIPALITY. 112- OF TRUE 5T TWIST LOCK FITIER z 0
CENTER 0 >� I
4. WHEN CROSSING EXISTING UTILITIES WITH PROPOSED UTILITIES, CONTRACTOR SHALL COORDINATE SUCH CROSSINGS WITH THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITY COMPANIES DRIVER COMPARTMENT F C)
HAVING JURISDICTION OVER THE EXISTING UTILITIES. (4) NO. 3 REINFORCING ELECTRONIC PHOTOCELL < F-
BARS (STREET SIDE) <
C0 3/1- CHAMFER
-OVERNING THE INSTALLATION OF FINISHED GRADE
5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE LOCAL MUNICIPALITIES CODES AND REGULATIONS G
SUCH UTILITIES. FINlSH_ZD GRADE FLUSH TO 2" ABOVE E.G.
ZINC PLATED ANCHOR BOLT
V)
ASSEMBLY PER MANUFACTURER'S
RECC!"MENDAIRON C/D
6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME 70 DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS OF THIS PROJECT, AS INTENDED AND INTERPRETED BY THE ENGINEER. ILL. 2' PVC SCHEDULE 40 0
F4 z) NO DIRECT BURIAL
LLJ CL. 0 . . . . LL_
7. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC-, SHALL BE PERFORMED AS REQUIRED TO MAKE THE En - •-I . . . . . GROUND ROD PER N.E.C. 0
WORK COMPLETE, AND FUNCTIONAL. _j LLJ
0 4CCO PSI CCNCRE7E BASE Me _j
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u G_ 0 SONOTLIGIE FIBER FORM 20' DIA. 0
:f 8. ALL DISTURBED AREA OUTSIDE OF PAVED AREA TO RECEIVE TOPSOIL AND SEED, EXCEPT AS OTHERWISE NOTED. UNDISTURBED SUI 0- 0 21
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9. THE CONTRACTOR SHALL: OR COMPACTED 70 SOZ 0
2E STANDARD PROCTOR
0
4"-3' DIA, TAPERED POLE E-
< 'D
9.A_ VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. -1 -1 .125 WALL THICKNESS .5 < OVvTNER
0 5063-76 STRUCTURAL z
9.6. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. -1 GRADE ALUMINUM <
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lz� 9. C_ EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS OF THE WORK. POLE WELDED FOR SINGLE < 0.> NOTES MAXINE WASHINGTON
UNIT CONSTRUCTION U71 - m r. Q)
00 L NSTA <
9 D PROVIDE AND INCZT611 ALL MATERIALS AkIn OV'DC_rLDIj ALL UI IN ArrnOnAkIrr Of No ULATON OF DECORAM�L UOITS SHALL BE COORDINATED NTH THE CITY ELECTRICAN LO
DEP I Q
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yH 0 2. FIE O"`NER/DE��!I 15 RESPONSKILE FOR 1AYING CONNECTION CHARGES FROM 11TION, III L-J 0 % I Z,) N]UHANU AVENUE
THE CITY C� SARATOGA "iNGS TAKES OVER THE LIGHT ONCE CONNECTED. [L 0 0
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9.E. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON !HE SITE. z U Uj
1 1 ELECT
RIC PVC SERMCE, SWEEPS AT CONCRZTE BASES AND BETVIEEN OASES USE 2" SCHEDULE >- ta E- < U
10. WATER MAINS SHALL BE INSTALLED, TESTED AND ACCEPTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS STANDARDS & SPECIFICATIONS. n�DUVC NCN-METALLJC - CONOU11. UNLESS UNDER DRIVEWAYS WERE SCHEDULE 80 PVC IS Co SARATOGA SPRINGS, NY 12866 0
C IRED. FOR WRL OWN COFFER STRANDED NUMBER 6 COLORED RED, WHITE. AND ::i
71- Off OVEN. LIGHTS ARE WIRED 12D VOLTS, PROVDC A SEPARATE HAN w
S 2,2 OWNED L)HCLf SYNERTEC4
L 0 Y.121 HHO2. TO BE 0 BY THE 01Y FOR THE DISCONNECT NEAR THE BASE OF THE
CIS 11. SANITARY SEWERS SHALL BE INSTALLED AND ACCEPTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS STANDARDS & SPECIFICATIONS. _Lj -
I BLACK FINISH ELECTRIC POLE OR BOX AT THE BEGINUNG OF SURV. - PROVIDE AND INSTALL (1) 5/8 INCH 0 CD C CE LLJ
PER GROUND ROD IN HANDI MIRE AND CONDUIT FROM HANDHOLE 10 POLE CC BOX
12. ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY AREAS SHALL BE PLACED IN MAXIMUM SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN - 9� ER NATIONAL G.�D'S STANDARDS- IF CONNECTING ONLY ONE LICHT PROVIDE WATERTIGHT CLI n APPLICANT U) z Q� z
ID D� FUSEHOLDER, FERRAZ SHALT rEB-7.1-;1 IP SGOV NTH 5 AMP FUSE WTH INSULATOR 0 U)
LIFTS. -ACCESS DOOR :�c Do T 1-� THAN PART FRZ FSal IN HANDHOUE FOR FUSING THE POKR WR:. IF CONNECTING MORE _j
PRECAST CONCRETE SURVEY MONUMENT AN 01 LIGHT PUT A -10 AMP FUSE IN WATUCOGHT rUSFHOLDER 04 HA Ct) >- <
pp� NOHOUE AND < LAJ
WAGE SEPARATE FUSE HOLDERS, BUSINAN HFB-AA FUSEHOLDER WITH 5 AMP FUS,_ IN C
BASE OF EACH LAMP. RUN 012 THH.N COPPER, (RED. mm AND GREEN) FROM BASE 70 m
13. WHEN BACKIFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL 1 ' DA. BASE, .750 FLOOR TKCKNESS TOP OF LIGHT <
M&A CAPITAL LLC
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N. T. S. USE POLARIS COfJNICTORS FOR CONNECTIONS IN HANDHOLE AND IN BASF Uj _j
COMPACTOR BETWEEN LIFTS. F7 AND ONE GROUND z OF LIGHTS. THE LIGHT 15 TO HE MOLIRT' .0 DIRECTLY ONTO CONCRETE BASE U&NG <
STREET S0TU`DR (ASNECE"OPR. BOLTS 2 FOR FOUNDATION WAS�ERS, 2 19CH 00 712 tKH 10 AND I/B INCH THICXNESS. AND LOCK WASHERS. z 99 NORTH GREENBUSH RD
P,HOTOCEU DukLs) Z _j m
WITHIN LIMITS OF PROPOSED WORK. < Z C/)
14. CONTRACTOR SHALL ADJUST RIM/TOP OF FRAME ELEVATIONS TO PROPOSED FINISHED GRADES FOR ALL UTILITIES LOCATED_j 7- iERS. Lij w n_
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CIRCLE. DIAMOND PATTERN, FOUR < r) <
NEW YORK WG NO 1/2 . 18 ANCHOR BOLTS
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15. NO SUMP PUMP, CELLAR OR FOOTING DRAINS SHALL BE CONNECTED TO ANY SANITARY SEWER. APPROVED: 17' DIA PA-17 12' DIA. BOLT z CQ N TROY, NY 12180
CITY OF SARATOGA SPRINGS, Ej - 0
1/13/2010 -j _j
16. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE SEWERS SHALL BE LAID AT LEAST 10.0 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL STANDARD DETAIL 0 aj 0
U1 F-- 0
SEPARATION SHALL BE MAINTAINED TO PROVIDE A MINIMUM OF 18 INCHES BETWEEN THE SEWER AND WATER MAIN CROSSINGS. 0
PLANNING BOARD DATE ACCESS DOOR 0
i- 0 < Concrete Survey Monument m-1 > a- <
CATALOG NUMBER: >
1; 17. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO PLACING HAY BALES AND
SILTATION FENCING AROUND WORK. PT-D650SRLED-5T-4AR22T5-MOL03-A-PEC/4212T4/BK per, <
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SEE PAGE 2 OF 2 SEE PACE 1 OF 2 < LL CO
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-2 18. ALL WATER MAIN PIPE TO BE USED MUST MEET ALL APPROPRIATE AWWA STANDARDS, o C/) LL_
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19. CONTRACTOR IS ADVISED THAT CONSTRUCTION PROCEDURE AND MATERIALS TO BE USED FOR ALL WORK WILL HAVE TO COMPLY WITH THE WRITTEN SPECIFICATIONS AND STANDARDS OF
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C6 THE CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS .CONTRACTOR IS RESPONSIBLE FOR SECURING AND CDMPLYING WITH THOSE RESPECTIVE WRITTEN SPECIFICATIONS AND
PB# XX.XX 0 0
STANDARDS, 0 C:3
20. REFER TO AND COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR FOUNDATION DRAIN LOCATIONS, MECHANICAL, PLUMBING AND OTHER PERTINENT COMPONENTS OF THE PROJECT. j 0
APPROVAL: 0 LU
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Saratoga Springs. IN C3
SHEET NO.
Chairperson
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