HomeMy WebLinkAbout20230996 395 Broadway Site Plan Plans As-ApprovedGENERAL
1. ENGINEERING DRAWINGS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY
CONTROL POINT ASSOCIATES INC PC ENTITLED "PARTIAL TOPOGRAPHIC SURVEY 395
TRAFFIC
2. ALL t- -s•t s DEVELOPMENT w TO THE
CURRENT VERS'ONS OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND THE NEW YORK STATE SUPPLEMENTAL.
3. ALL RIP —RAP STRUCTURES SHOWN SHALL BE CONSTRUCTED OF D STONE FILLING (UNLESS
NOTED OTHERWISE).
4. ALL EROSION O• .O MEASURESSHALLBE INSTALLED AND MAINTAINED IN ACCORDANC
WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN EROSION AND
SEDIMENT CONTROL AND IMPLEMENTED IN ACCORDANCE WITH THE STORMWATER POLLUTI
PREVENTION PLAN. 11
5. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A
PERMANENT STAND OF GRASS.
6. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE
CONTRACTOR BEFORE CONSTRUCTION BEGINS.
7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFELY N.Y. OR
811 FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS
PRIOR TO THE START OF EXCAVATION.
8. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN
SHOWN ON THE PLANS.
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE
EXISTING UTILITIES,
10. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE
REPLACED IN KIND BY THE CONTRACTOR.
11. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC
RIGHTS--OF--WAY AS REQUIRED BY THE MUNICIPALITY & NYSDOT AND ALL PERMITS
REQUIRED FOR UTILITY WORK ON --SITE FROM THE CITY.
12. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON --SITE PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
1 THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR CONSTRUCTION
WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER AND THE MUNICIPALITY.
14. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES,
OR A.O.B.E. FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR
BETTER CONDITION, LINES, GRADES AND POSITIONS.
15. THE CONTRACTOR «LL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL
..,D PHASE WORK two
16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS REPORT DISCREPANCIES
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
17. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING
PRIOR TO
18. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE
FROM D DEBRIS O COMPLETION OF «*
19. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED To DUST
CONTROL, PROTECTION, 't sCONTROL,
OPERATIONS.CONDUCTED IN ACCORDANCE WITH TOWN OF BALLSTON REQUIREMENTS.
20. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN
IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK
27, ALL DISTURBANCE LIMITS AND SETBACKS SHALL :,iSTAKEDORFLAGGED IN THE FIELD
PRIOR
sY w TO
BEGINNING GRADING
: WATER SERVICES
SEWER LATERALS
► . SHALL BE SEPARATED
i lit 4 �R *FEET XINIAOUT
HORIZONTALLY.
30. THE ACCESS ENTRANCES SHALL BE CONSTRUCTED TO THE REQUIREMENTS AND CONDITIONS
OF R tSPRINGS.DRIVEWAY PERMIT MUST BE OBTAINED
CITY OF SARATOGA SPRINGS PRIOR TO ANY ENTRANCE WORK BEING PERFORMED WITHIN THE
CITY RIGHT—OF—WAY.
21. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE 31. A UTILITY PERMIT MUST BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PRIOR T#
CITY OF SARATOGA SPRINGS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ANY UTILITY WORK BEING PERFORMED WITHIN THE CITY RIGHT—OF—WAY.
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. ALL NECESSARY SIGNAGE
SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, S
MANUAL OF OR DEVICES.
FRAMES22, ALL UTILITY s O t AND s RAISED t 3
t» s s AT THE TIME i OF
s• t-
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT
w s ON PRIVATE LANDS.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING
OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE APPROPRIATE UTILITY
25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BECOMPACTED TO 95% PROCTOI
THE t» • «s �« s 1 AND COORDINATION OF THE
TESTING f DOCUMENTATION OF THE FILL MATERIAL D THE COMPACTION OF THE FILL
[S s
"' 1
HEFT LIST
CV-1
COVER SHEET
ECD— 1
EXISTING CONDITIONS
& DEMOLITION PLAN
LM-1
LAYOUT & MATERIALS
PLAN
SG-1
SPOT GRADING PLAN
PP-1
PLANTING PLAN
DT--1
MISC SITE DETAILS (1
OF 3)
DT-2
MISC SITE DETAILS (2
OF 3)
DT-3
MISC SITE DETAILS (3
OF 3)
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SITE BTATI STIC '-
PARCELAREA O.BD ACRES
TAX PARCEL I,D. B5.5J- I -88
EXISTING ZONING UC URBAN CORE DISTRICT
BUILDING SETBACKS FRONT SETBACK: OFT-1.2TFT
SIDE SETBACK: OFT
REAR SETBACK: OFT
BUILDING HEIGHT: 1.1 ,_IMES THE
WIDTH OF THE ROW, OR 70',
WHICHEVER IS LESS
PROPOSED DEVELOPMENT CORPORATE OFFICES
(REDEVELOPMENT/ ADAPTIVE
REUSE OF EXISTING BUILDING)
REQUIRED PARKING NONE [EXEMPT]
TOTAL PROVIDED = 47 ON -SITE AND
14 ON -STREET PARKING SPACES
7LI-1 v PROVISIONS WATER - PUBLIC
SEWER - PUBLIC
STORM WA, -ER MANAGEMENT -
PUBLIC
APPLICALINT
LISA MOSER
B5 RAILROAD PLACE
SARATOGA SPRINGS, NY 1 2B88
PLANNING BOARD # 20230996
Apgved Under authority of resolution adapted
2 Z4 by the Planning Board of the City Of
ate
Saratoga ring <' ' //6lzD2.`�
CharrpersOn Date Signed
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TB1I9--$
s' EXISTING ASPHALT PAVEMENT TO
BE SAWCUT, REMOVED & DISPOSED
OF AT A LICENSED WASTE FACILITY
EXISTING UTILITY POLE, GUI`. WIRE, AND �
ELECTRICAL WIRES TO BE, REMOVED
�EE SITE ELECTRICAL (TYP.)
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DURINGCONSTRUCTION ,
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... .. , . BE REMOVED (TYP.) EDP / EXISTING SIGN TO BE REMOVED
p "f ; DURING CONSTRUCTION � !. ORIGINAL'
lIV
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H., i. , . .....
WITHIN NEW C ET
D REP
A
SIDEWALK
i
" ' g EXISTING TRANSFORMER, CONCRETE PAD,
N
'
ti AND BOLLARDS TO BE REMOVED & EXISTING HISTORIC LIGHT JO BE
f ,
DISPOSED OF AT A LICENSED WASTE
(
:;, �.'.` ✓s , .t• .', .. , , . _ . , . , , j' FACILTY, SEE SITE ELECTRICAL (TYP.) ExISTING HISTORIC LIGHT RI OI ALD AND
IIT REPLACEDIN
NEW
....-..%....... . ..... RV t CONCRETE SIDEWALK
r ,, —, EXISTING ASPHALT PAVEMENT TO DURING CONSTRUCTION
.............i
. - ... • ........ M 1 EXISTING GRANITE CURBING/TO
1— ..... < ...........� — ...e_. ��T--- OF ATWA U LICENSED WASTEDF C�S171`
r f ; BE SAWCUT, REMOVED & /
r........... • .... • :t "�'t711 x:. STOCKPILED FOR POTENT4 L
..
/,,,
:v ..........•.•.•..._....•\ ,.. Cyr RE —INSTALLATION, (TYP.)
:..v, . EXISTING CATCH BASINS
PIPING 1.O BE REMOVED - ...
AND DISPOSED OF AT A f %(
y-- r LICENSED WASTE FACILITY r;
r'
,., EXISTING WEEPING CHERRY TREE AND ALL
r OTHER PLANTINGS TO BE REMOVED AND
f 1 I FACILITY HT
J
�.. DISPOSED OF AT A LICENSED WASTE
D LIGHT
� _, .- .., POLEEXISTING
BE
. ,DISPOSED MO�ED ENSED �
..... AT A
O
. LISTING TRASH RECEPTACLE AND BOLLARD TO
WASTE FACILITY
F, ® BE REMOVED AND SAVED, COORDINATE WITH
Ex P R
s
CITY
a D
THE C TY ENGINEER FOR RELOCATION (TYP.) - %
EXISTING HISTORIC LIGHT
%' �� ',ir, ii EXISTING CONCRETE PAVEMENT TO POLE TO BE REMOVED &
if iBE SAWCUT, REMOVED & DISPOSED
jRELOCATED, SEE LAYOUT
OF AT A LICENSED WASTE FACILITY
MATERIALS PLAN
i
/1
,
/....... r,- � EXISTING AMER
ICAN ELM TREE AND ALL OTHER - ff
PLANTINGS TO BE REMOVED AND DISPOSED OF f
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u AT A LICENSED WASTE FACILITY
Qi
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EXISTING HISTORIC LIGHT POLE IQL
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& SIGN TO BE REMOVED &
RELOCATED, SEE LAYOUT &
MATERIALS PLAN EXISTING GRANITE CURBING TO
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\\tefRe\projects\PROJECTS\12800--Balzer & Tuck-395 Broadway\CARD - DESIGN\CURREN \2 EXISTING CDNDI' IONS & DE1❑ Pi AN.dwg May 03, 2024 1;P :+IPM,
PROPOSED 6" HT CONCRETE
CURB, (TYP.)
ROPOSED ASPHALT PAVEMENT
RECONSTRUCTION, (TYP.) ---m®
PROPOSED CONCRETE SIDEWALK,
(TYP.)
CB3
RIPS=311,94
12" INV 1N=308,12(CB4)
12" INV OUT=308.12(CB2)
53`-12" HDPE
4 0.50% �-
PROPOSED 5' HT ORNAMENTAL
FENCE, (TYP.)
PROPOSED FUTURE GENERATOR,
SEE SITE ELECTRICAL, (TYP.)
PROPOSED EXPANSION JOINT,
(TYP.)
PROPOSED GENERATOR, SEE
SITE ELECTRICAL, (TYP,)
PROPOSED ATS & SWITCHGEAR,
SEE SITE ELECTRICAL, (TYP.)
PROPOSED TRANSFORMER
LOCATION FOR 395 BROADWAY,
SEE SITE ELECTRICAL, (TYP.)
PROPOSED CONTROL JOINT, '
(TYP,) CB4
RIM=31 1.84
12" INV OUT 308 39(CB3)
+ MAIN DOOR
OPENING
PROPOSED CONCRETE
20.58' STAIRS W/(3) 0.52' RISERS EXISTING FDC 5
s, t� 12" TREADS
as /ice aa� iii ai aii' oai is /cii q a i iii a iii-/m/m/ia
±3,590 SF EXISTING CIVIC
SPACE TO BE IMPROVED
PROPOSED CONCRETE STAIRS WITH
4 0.52' RISERS & 12" TREADS
•
• I
i
PROPOSED CONCRETE SIDEWALK � i ® i... ..... /
c I v— PROPOSED AWNING, (TYP.)
W/RADIANT HEAT SYSTEM (TYP.) ; w. I I
0
€ ' (
PROPOSED CONTROL JOINT, (TYP.) 'PROPOSED DETECTAB LIE
"?------I,_ --
( I € i ;x TEXT1RE WARNING, (TYP.)
-•,_ ,
PROPOSED EXPANSION JOINT, (TYP.) /
-... -10"
-- — --- ---=-----Is
PROPOSED TRASH = i. } t__ v—PROPOSED CURB —
RECEPTACLE, (TYP.) ( 5.51' I 8 6 , I=S'.6 : I 6 16 I �--- 8i 7 9 $3' €'_ % RECONSTRUCTION, R(TY .,
I
,.. � ///y,�%•Y: XI TIN SIG ,. ,
PROPOSED CONCRETE PAVERS,
(_ LOCATION FOLLOWING CONCRETE
MFG: BELGARD HOLLAND STONEY
. € COLOR: SABLE BLEND, OR I INSTALLATION, (TYP,)
`�*� APPROVED EQ, CONTRACTOR TO z_ .... o
a SUBMIT MATERIAL AND COLOR Z PROPOSED 6' .........._. EXISTING TRAFFIC SIGNAL ' PROPOSED 6" GRANITE
SAMPLES FOR APPROVAL, (TYP,) BENCH, {TYP.) `� HANDHOLE, (TYP.) % CH
4, CURBING TO MAT
EXISTING, (TYP.)
EXISTING ELECTRICAL
. r I I. € i/// HANDHOLE, (TYP,)
f d9
%i /r
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.—�iiaiaiaiiii�iao,=aaiiaiaia,--�._:. /iiiiiiiiiiio� `:.
EXISTING AL,
PROPOSED CONCRETE CURB EXISTING TRAFFIC CONTROL / {TYP.)
7 RECONSTRUCTION, {TYP.) PROPOSED GRANITE CURB STRUCTURE; (TYP.)
r RECONSTRUCTION, (TYP.) EXISTING LIGHT POLE TO BE SET
PROPOSED CONCRETE STAIRS
IN ORI ANAL LOCATION FOLLOWING
W/(3) 0.41 ` RISERS & 12" TREADS CONCRETE INSTALLATION, (TYP.)
REPLACED IN NEW CONCRETE
// ,..,... PROPOSED CONCRETE CURB__
RECONSTRUCTION, (TYP)
PROPOSED CONCRETE SIDEWALK
i RECONSTRUCTION, (TYP.)"
ORNAMENTAL FENCE, (TYP.) 45 (TYP.)
6T Gi IRRBF
/
VW
PROPOSED KNOX
d _ F , BOX OUSIDE OF
/ AUTOMATIC GATE�� /y /_%✓ y/AMP
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v, p�
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4 .� 6' cuRB
i•' /f i TAPER
7
CA1 3.75'
-
4" WHITE PAINT
STRIPING, (TYP.) �~ �`rJ
I� J'"" l
CANTILEVERED
lJ
f f'
SLIDING GATE
t
SLIDING GATE 4 ,
R=2,
RECEIVER ,
10
30,-•12" H�1 .
0.50
CB2
RIM=310.90
12° INV IN=307.97(G$3)
INV OUT=307.97(CBt)
IN ROPE 01 agm 1 WONN: P
O O
13=10' R=3' --
SLIDING GATE MOUNTING RUSTS R=7'
AUTOMATIC GATE/OPERATOR R=4'
4" BLUE" PAINT STRIPING
Cal
t' RIM=309.90
12 €hiV €11=307.60(C82)
i 6" INV iN 307 60(RI )
6" PVC SDR35 STORM CONNECTION
.'., INV= 304.40
EXISTING LIGHTP
• —
.� r:...r ..ram... ._ N . rr•_:.
=M1,10131
1 PROPOSED 6" PVC
»„ s SDR35 ROOF LEADER
6" INV=307.90 4 STORY COMMERCIAL_ BUILOINO
«" 12,44E± SF BUILDING f=DC}....,FiN.I...
wY
f'
/
6" INV=304.53
f
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9 'F
...
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PROPOSED 6" PVC
® SDR35 ROOF LEADER
EXISTING SIGN REPLACED
— IN NEW CONCRETE
EXISTING LIGHTPOLE
REPLACED ..IN NEW CONCRETE
6"INV'=307.96
CONCRETE STAIRS TO BE DESIGNED
/ 'PROPOSED CONCRETE CURB
/
.0
f:
BY A LICENSED STRUCTURAL OR ;%
j p ... RECONSTRUCTION, (TYP.)
9'
f
_ EXISTING BUILDING LOADING
GEOTECHNICAL ENGINEER (TYP.)
td ; PROPOSED CONCRETE SIDEWALK,
trrP 1Y
3f
; .
DOCK & OVERHEAD DOOR
d y RECONSTRUCTION (TYP,)
r:
7 RELOCATED LIGHT POLE
« l /
PROPOSED GRANITE CURB �
RECONSTRUCTION, (TYP.)U
t
,
r
�.
6" INV=304.96IJ
y
♦
1►, '% % / a%'
0
(47) ON SITE PARKING
/ r
SPACES
tip
100
EXISTING CONCRETE
SIDEWALK, (TYP.)
OffV /. RELOCATED LIGHT POLE /
,,"SEE ENLARGED BROADWAY CIVIC
�0�%
AREA PLAN, (THIS SHEET)
/
' 111112 '
EXISTING SIGN RE —INSTALLED
IN NEW CIVIC SPACE AREA '
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 ARE THE
RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
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
ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE
FIRE DEPARTMENT DESIGNATES.
APPROXIMATE LOCATION AND
Q DIRECTION OF SIGN
TRAFFIC CONTROL DUCE SCHEDULE
PLAN DESCRIPTION QNTY,
NO.
"VAN ACCESSIBLE" HANDICAP 2
1 RESERVED PARKING SIGN
2 "NO PARKING" SIGN * 1
DENOTES EXISTING SIGN TO BE RELOCATED
FOUNDIF TO BE IN GOOD CONDITION.
TO BE REUSED SHALL BE REPLACED
CONTRACTOR • D TO BE IN POOR.
CONDITION.
NOTES:
1. ALL ROOF LEADERS TO CONSIST OF 6" PVC SDR35 AND FITTINGS.
PLANNING BOARD # 20230996
"�
Approved under a th`brity of: -`.a resolution adopted
2 1I 01Y by the Planning Board of the City of
(Date)
Saratoga Springs.
--Oirperson Date Signed
W' ei�(e\rpr..c Teets\PROJEC'TS\12800-Bauer- & Tuc<-395 �r�eadwav\ter?ili; - DESt[_:N\Cu41:�^!� \3 LAY�EL I MAIE"RIiALS R AN.dvrg "'Tay 0 , 2 -4 12101P!,l
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TC:312.74 TC:313.24
TC:311.61 TC:311.49 BC:312.24 BC:312.74 TC'31,2.82
B :311.11 BC:310.99 BC:312.32
(kAAT(-W EXISTING mr,)
31221
-- - - - - - --_-------- .. . ........... ......................... -
31171
TC:311.98
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BC:311.48
T. :311.98
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TC:31 1163 i
BC:31 11,63
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SCALE: 1"=10'
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TC:304.83 TC:304.99
BC:304.33 BC:304.49
-----------
(FIELD VERIFY) (FIELD VERIFY)
TC:303.79
BC-303.29
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BC:303.69
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(FIELD V
PLANNING BOARD # 20230996
Approved under authority of a resolution adopted
21/ ZI /ZOZLi z�bY the Planping Board of the City of
(Date)
Saratoga Spri
a �ir p e r �so n (Date Signed)
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OF ALTERNATNE MATERLALSTO OWNER/LANDSCAPE ARCHrrECT FOR APPROVALS AND SUBSMTIONS,
PLANTING
1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN
STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE
QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING
WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS SHALL
BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES
IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH
CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES
OR ROOTS TIP -TO -TIP.
3. ALL CONTAINER GROWN PLANTS SHALL BE SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT
REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE
REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE
LANDSCAPE ARCHITECT WILL BE REJECTED,
4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON THE
PLANT SCHEDULE,
5, THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE
PLANTING SHOWN ON THE DRAWINGS.
6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE,
CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO THE LANDSCAPE ARCHITECT ALONG WITH PROPOSED
SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT
OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER
WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
7. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF
BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR
DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES
OR SHRUBS IMMEDIATELY FROM PROJECT SITE,
8. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY
CONFLICTS TO THE LANDSCAPE ARCHITECT.
9. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR
APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.
10. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS
GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING,
11. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR
TREES, SHRUBS AND PERENNIALS.
12, ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM
DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE
HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED
BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR.
13, PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME, ALL PLANTS ARE
SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.
14. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF
PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN.
5. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM
30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE,
WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING
AS NECESSARY.
6. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND
TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE
DAMAGED PLANTINGS.
7. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE
ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE,
THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION.
8. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE
CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION.
9, ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:
19.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE;
STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF
THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE
WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO
SIGNS OF UNEVEN SETTLING OR LEANING.
19.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES,
WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5"
O. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY,
VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST
DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK.
1. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE
LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, CONTRACTOR SHALL BEAR THE COST OF
COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE
PLANTING LIST. /4
PLANNINGR 20230996
Approverl under authority of a resolution adopted
?� Zby the Planning Board of the City of
(D te) 111
Saratoga Spring �
ChalirperSo7n Date Signed
\le= le\projects\PROjEC"TS\12800-Balzer &_Fuck--395 Broadway\CARD - DESIGN\CURREiNT\5 PLANTING PLAN.dwg May 03, 2024 12CPM,
TACK COAT - l
'0.0102 DILUTED T
A
CONCRETE SIDEWALK & APRON
tr TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
% /I TYPE 2 AT VEHICLE TRAFFIC AREAS
(SEE CONCRETE SIDEWALK DETAIL)
TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES COMPACTION
BINDER COURSE - NYSDOT ITEM 402.198902-19F9 HMA., 80 SERIES COMPACTION PG BINDER
(LIQUID ASPHALT) GRADE SHALL BE PG-64-22
SUBBASE COURSE TYPE 2 PER NYSDOT SPECS SECTION 304 (INCREASE 6" FOR TYPE 4 PER
NYSDOT SPECS SECTION 304) COMPACTED TO 95% PROCTOR
CONSTRUCTION FABRIC, AMOCO STYLE 2006 OR APPROVED EQUAL INSTALLED IN ACCORDANCE
WITH SECTION 207 NYSDOT STANDARD SPECIFICATIONS
SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR
NOTES:
1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE
COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL
FOR 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. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING Al CORE
SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS
ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE
CONTRACTOR.
3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND
SECTION 300.
4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT
SECTION 401-3.
5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING
PAVING OPERATIONS.
5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME
OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
TO THE ENGINEER INDICATING PROPOSED CORRECTIVE MEASURES (E.G.,
FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.).
6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP
COURSE.
7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT
COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT
OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER NYSDOT
SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD.
8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE
ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING.
,S
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
PARKING
LOT
1-1/2-
2
8-10 °
<0.3
MILLION
STANDARD
, 1-1 2
%
3"
12"
<30
ROADWAY
MILLION
HEAVILY
TRAVELED j
2"
*4"
12"30ION
TRUCK
MILL
LOADING
*BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN.
9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER
COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER
AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE SET AT
THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF
APPLICATION OF THE TOP COURSE PAVING.
10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE
COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND
DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE
FILL MATERIAL.
11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND
GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE.
THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND AND
GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND
LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95%
MEASURED AT EACH LIFT. PROVIDE SIEVE STANDARD PROCTOR DENSITY,
TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE
COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE
MATERIAL SHALL BE PERMITTED IN FILL AREAS AS AN ALTERNATE TO
THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY
ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO DETERMINE THE
SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE
SATISFACTION OF THE DESIGN AND CITY ENGINEER.
* TWO WAY TRAFFIC CIRCULATION
4" WIDE PARKING LINES 8'-0 8'- 0
PAINTED WHITE MIN. MIN. 1 MIN,
NOTES:
1. PROVIDED 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP TO 100, REFER TO
TABLE 1106.1 OF THE NYS BUILDING CODE FOR ADDITIONAL INFORMATION.
F
2. MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL
NOT EXCEED 1:50 IN ALL DIRECTIONS.
3. SIGNS SHALL BE PERMANENTLY INSTALLED AT fi, MIN. CLEAR HEIGHT OF 84" ABOVE
WALKWAY SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS ISLE.
4. SIGN SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY.
L-
"NO PARKING ANYTIME" SIGN
y
TAPER CURB
(AS NECESSARY)
ASPHALT DRIVEWAY
EXPANSION JOINT
(TYP.) FULL DEPTH
OF CONCRETE
1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY Al
WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE
TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE
BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED
WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS,
2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 3061 WHEN
AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS
LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL).
NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATION. UP TO 20
PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. TI"1E INI TEAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS
APPROXIMATELY 2 TO 3 INCHES.
4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT
ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL).
6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER.
x
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN
- BROOM FINISH PERPENDICULAR TO WALK
SARATOGA SPRINGS RIGHT OF WAYS:
1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT
THE PROPERTY LINE.
- 4" CONCRETE SEE CONCRETE
2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
SPECIFICATIONS
3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR
ALLEYS. -
-
- 6" x 6" NO. 6/6 WOVEN WIRE MESH
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN _
EXCEPT A.O.B.E.
SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: ~'
1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A
6" GRANULAR SUBBASE COURSE NYS DOT
PROFESSIONAL ENGINEER.UST BE APPROVED BY THE//
EOF IPUBLICPLANS
COUNTY WORKS
SECT. 304, TYPE 2 COMPACTED TO 95%
2. �LMUST BEPLTHE BACK SIDE OF DITCHES OR
STANDARD PROCTOR
8(M N)FROMEDGEOSHOULDER\\���\,�,-_`
`- SUBGRADE COMPACTED TO 90% STANDARD
3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE i�/i•�
PROCTOR
WITH DRAINAGE.
TYPE i _ TYPICAL_ PEDESTRIAN
TRAFFIC LOADING
-- BROOM FINISH PERPENDICULAR TO WALK
NOTES: -------....._. 6„ CONCRETE - SEE CONCRETE
EXPANSION JOINT SPACING - 20' - 25' O.C. SPECIFICATIONS
CONTROL JOINT SPACING - 5` O.C. NOMINAL
CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. ' 6" x 6" NO. 6/6 WOVEN WIRE MESH
SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E
MAX. SLOPE ALONG THE LENGTH OF THE WALK /\°`\f\/`/\ `~ 8„ GRANULAR SUBBASE COURSE NYS DOT
SHOULD NOT EXCEED 1:12 \//\/////j/ SECT. 304, TYPE 2 COMPACTED TO 95%
CONSTRUCTION JOINT DETAILS TO BE SUBMITTED STANDARD PROCTOR
AND APPROVED BY CITY ENGINEER \ \ \ \
SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED /�,//�>'�i•,/>//�•/'�
BY CITY ENGINEER '- SUBGRADE COMPACTED TO 90% STANDARD
PROCTOR
TYPE 2 - VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS
WIRE MESH OR REBAR
HEAT PIPING
(TYPICALLY 3" DOWN,
IN MIDDLE OF SLAB)
1 /2" TO 2„
TYPICAL
NOTE: CHECK WITH
INSULATION MANUFACTURER
TO ENSURE INSULATION
MEETS HIGH DENISTY
COMPRESSION STRENGTH
POLYETHYLENE -
MOISTURE BARRIER
(TYPICALLY 6 MIL)
IT F AATA I TAA AIL �
w
AL. kT�Sk
5' MIN. CONCRETE SIDEWALK
R.O.W. ; /-
EXPANSION JOINT -,..
(TYP.) TRANSITION CURB --� ,
\ �`"
DETECTABLE TEXTURE -. ` • ® . ` ; ('`
0
WARNING (TYP.)
y��� N
4 - - 1: 12 MAX SLOPE
MEASURED
' PERPENDICULAR
' 3 -6
FLUSH REVEAL
'� MIN. TO CURB
6" CURB (TYP.) - 5' MIN.
PEDESTRIAN CURB RAMP AT STREET CORNER
�..
' r • �' CONCRETE
\U� SIDEWALK
�.
b o
DETECTABLE
FLUSH .._..., - ,..r;�'
� 1 �< ,�', TEXTURE
`r"
`1 REVEAL } .
P '} WARNING
....... _.._._._.- DETECTABLE-
;''- CONCRETE
TEXTURE
SIDEWALK
. . ``'
WARNING
`
.
.
„
. .
. .
HEAVY BROOM
- . `. . `. `. ` _ __.._.._ FLUSH REVEAL
FINISH (TYP.) __tt 3'
-
--
TR'q,
5' 3'_ &., StTt()Aj
M1N/ C(!RB
6 CURB
6" j
TRANSITION ;, -._
(TYP.)
�
CURB.
-.6" CURB (TYP.)
PEDESTRIAN URA RASP AT SIDEWALK
PE11F IAN CURB RA �WGRASS STRIP
NOTE:
- DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT
STANDARD
SHEET M608-5R2. VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER.
RB RAMPS
PEDESTRIAN- -
SCALE: N.T.S.
CITY OF SARATOGA SPRINGS STANDARD DETAIL (- )
FINISHED GRADE
CAST-IN-PLACE/SLIP FORM CONCRETE CURB.
SEE CONCRETE SPECIFICATIONS DETAIL
6" CONCRETE
0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !,
--(ENTIRE WIDTH OF RAMP)
DETECTABLE WARNING
PLAN VIEW
EDGE INSULATION
6" TYPICAL
0.2„
-� 10.9"
TRUNCATED DOME
SECTION
(1.6" TO 2.4")
TRUNCATED DOME
SPACING
GENERAL DESIGN CRITERIA FOR CONSTRUCTING
RADIANT HEAT IN SIDEWALKS WITHIN SARATOGA
SPRINGS RIGHT OF WAYS:
1. LAYOUT AND DESIGN IS THE RESPONSIBILITY
OF THE PROPERTY OWNER. TUBING SHALL BE
LOCATED TO AVOID ICE FORMATION FROM
MELTING SNOW IN ALL PEDESTRIAN ACCESSIBLE
AREAS.
2. PROPERTY OWNER IS RESPONSIBLE FOR
INSTALLATION, MAINTENANCE AND REPAIR OF
RADIANT HEATING SYSTEM.
3. PROPERTY OWNER SHALL PROVIDE PLANS FOR
REVIEW BY THE CITY DIPS AND DPW PRIOR TO
INSTALLATION. FINAL DESIGN SHALL PROVIDE
CLEAR ZONE FOR FUTURE TRAFFIC SIGN
INSTALLATIONS.
ei-
ni
0
aT
NOTES:
1, NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM
608.02. PREFORMED/PRECAST 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 DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01.
3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE
DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY.
4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE
CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES.
5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SUCH THAT THE EDGE OF THE WARNING FIELD
NEAREST TO THE ROADWAY OR STREET SURFACE IS 6" (12" WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE
ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE
SIDEWALK CURB RAMP.
6. DOME ALIGNMENT: DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL.
7. COLOR REQUIREMENTS: THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER
ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT AS DEFINED IN THE
AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECTION 1100.)
8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24" OF SPACE BETWEEN DETECTABLE WARNING FIELDS.
EXPANSION JOINT AT SIDEWALK
1/4" WIDE x DEPTH OF WALK
FIBRE EXPANSION JOINT FILLER
\\
CONCRETE SIDEWALK - Si
CONCRETE SIDEWALK DETAIL FOR \
5" -� t-*- 1„ BATTER
REQUIREMENTS"
RADIUS
FINISHED GRADE
` 6„
PITCH
_..._ MIN.
qy. y
X-,-,-x `e:...�e..[A. oe. .e.y...e.
gg 4
.miA isr. 1
! I PAVEMENT
i
xi
PRECAST CONCRETE CURB
(PERM-ACURB BY FORT
MILLER OR APPROVED EQUAL)
- GRAVEL COMPACTED TO
95% STANDARD PROCTOR
--CONTINUOUS CONCRETE SETTING
"
s
BED - SEE CONCRETE
°
SPECIFICATIONS DETAIL
s•. T
SUBGRADE COMPACTED TO 90%
PROCTOR
MIN.
i'+�--- 8"--*--:
.�... __.....i
............ 6"
NOTES:
1.
CURB AND PLACEMENT SHALL CONFORM TO
N.Y.S. DOT STANDARD SPEC. 609-3.06
2.
CONCRETE STRENGTH SHALL BE 5,000 P.S.I.
AVERAGE.
3.
ENTRAINED AIR SHALL BE 5% - 9%.
4.
WATER/CEMENT RATIO SHALL BE LESS THAN
0.40.
5.
AVERAGE FREEZE/THAW LOSS SHALL BE LESS THAN 4%.
6.
STEEL/FIBERGLASS FORM FINISH.
7.
MANUFACTURED IN ACCORDANCE WITH N.Y.S.
DOT SEC. 714-04.
8,
BUTT UNITS TOGETHER WITHOUT MORTAR.
RrF__11EC/_/%_\ST CONCRETE A-[ SIDEWALK
Approved under authority of a resolution adopted
Z 21 2.OZ� by the Planning Board Of the City Of
(Dte)
Saratoga Springs.
Ch®'url er On j date Signed
\\JFRe\projects\PROJECTS\'•2800-Balzer & TucK-395 Broad way\CADD - DESIGN\CURREN 1 \b MlJ;UELLANLUUJ J1 I E LJE 1 F 11_' , Wg May JJ, cUc4 :cw.r11`11
1 3,18" x
U-CHAI
SQ, PI(
SQ, PC
I -IN DUS
RIVET
NOM HEIGHT (A)
3' - .,
3-6"
0
GUSTON1 HEIGHTS
AVAILABLE
3I1I NOMINAL CENTER TO CENTER
I F" FArF T-} FA(-.F
POST OPTION (C)
///%/�H%/////��/H%////H/%%//%O/.H///H/�
y21-2'SQX12OR14G,>
SEC X 11 GA.
' SQ X 3/16" WALL
PICKET OPTION (D)
SQ
OR
3f4"
SOLID
BAR
A " NOP,: HEIGHT
B Na � SE :- ONLEF�-
H
C "POST SIZE -GAUGE
D , " PICKET SIZE GAUGE
POST LENGTH
" FACE TOFACE OF POSTS `+v'E`
STD. FLAT IVIOUNT BRACKET
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE 'WITH •."v1ANUFACTURERS SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER..
4. FOOTING vVIDTH TO BE (4) X POST WIDTH.
5. FENCE SECTIONS USING 3;4" PICKETS WILL TOTAL 19 PICKETS PER SECTION.
FENCE SECTIONS USING 1" PICKETS'NiLL TOTAL 18 PICKETS PER SECTION.
6. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMA.TICN 'VISIT 'www.CADdetaiis.com/info
REFERENCE NUMBER 2812.101.
BASIS OF DESIGN:
1. ORNAMENTAL FENCE TO BE: MONTAGE PLUS COLOR: BLACK STYLE: MAJESTIC
MANUFACTURED BY EAGLE ACCESS CONTROL SYSTEMS - SYLMAR, CA 91342 USA
TOLL FREE: (800) 708-8848 (USA & CANADA) TEL (818) 837-7900 - FAX
(818) 837-7911 WEB SITE: HTTP://WWW.EAGLEOPERATORS.COM OR EQUAL
2. INSTALL PER MANUFACTURERS INSTRUCTIONS.
-- -- 2.75 ----
INTEGRAL
CROSS-N
OF 1-7/
TUBULAR
(28) SCROLLED VERTICAL STEEL SLATS
ARE FORMED FROM SECTIONS OF
/4" x 1-1/2" SOLID STEEL BARS
i SEAT
HEIGHT
SCALE: N.T.S.
CLEARANCE HUH 51b
ANCHOR BOLTS
_AR 6.00
SED FOR
'PORT CENTER -TO -CENTER DISTANCES ARE
APPROXIMATE (VARIATIONS IN CASTINGS
ARISE FROM DIFFERENT RATES OF COOLING)
LENGTH: STANDARD 6' LENGTH SHOWN
COLOR TO BE "VS BLACK"
MANUFACTURER'S NOTES:
1. DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE.
2. DRAWING NOT TO SCALE.
3. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED,
AND ELECTROSTATICALLY POWDER -COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE
FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD
COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS.
THE THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-10 MILS (200-250 MICRONS).
4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY,
INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND.
5, ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.
6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING SHALL BE USED.
7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.
8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.
GENERAL NOTES:
1. BENCH TO BE CR-18 'CITY SERIES' STANDARD 6 FOOT BENCH WITH DUCTILE IRON END FRAMES.
2. BENCH TO BE MANUFACTURED BY VICTOR STANLEY INCORPORATED P.O. DRAWER 330 - DUNKIRK, MD
20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 -- FAX (410)
257-7579 WEB SITE: HTTP://WWW.ViCTORSTANLEY.COM
3. ASSEMBLE PER MANUFACTURERS INSTRUCTIONS.
SCALE: N.T.S.
n
m, T_ OPEN IhdG - I OVERHANG
SECTION A
L
POST TOP
" SQUARE PICKET "E" OVERHANG ALUMINUM
s- A' SQUARE PRESSED POINT
�> ALUMINUM, PRESSED
UPRIGHT TRUCK
ttttittitttit ASSEMBLY
s KEEPER
2'SQJ ARE
ALUMi `UPM
UPRIGHT
TRUSS
i CABLE
TYP. IGLIIGE
l 333 ROLLER
SQUARE \� 2" SQUARE ALUMINUM � `: t v,oL„
W 'SQUARE t sr o
. ALUMINUM UPRIGHT BOTTOM RAIL i � I't
ALUMINUM <�
- 4" SQUARE POST "C' '" UPRIGHT
NONI HEIGHT (A)
,3
3 - 6n
�/Jiirav
70"
CUSTOM..' HEIGHTS
AVAILABLE
NOT TO SCALE
POST OPTION (C)
/
PICKET OPTION E)
NChv1 HEIGHT
B ............
FACE TO FACE OF POSTS
C ..........
-'I POST SIZE GAUGE
D
'POSTLENGTH
E -
It PIC'KET SIZE .........._ (GAUGE
NOTES:
1. INSTALLATION TO BE COMPILE IN ACCORDANCE W''TH MANUFACTURER'S SPECiFiC.ATICNS.
2. DO NOT SCALE DRAWINGS.
3, SPECIFICATIONS SHOWN CAN BECHANGED ONLY By THE MANUFACTURER.
A. FOOTING WIDTH TO BE (A) X POST WIDTH.
5. CONTRACTORS NIOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT w.vvv.CADdetaIIs.comiinfo
REFERENCE NUMBER 2812-036.
BASIS OF DESIGN:
1. CANTILEVERED SLIDING GATE TO BE: MAVERICK ORNAMENTAL IRON COLOR: BLACK STYLE:
GEORGETOWN MANUFACTURED BY IRON WORLD MANUFACTURING, LLC 9390 DAVIS AVENUE.,
HOWARD COUNTY, MD 20723
PHONE: (301) 776-7448
TOLL FREE: (866) 310-2747
FAX: (301) 776--7677
WEB SITE: HTTP://WWW.IRONWORLDFENCING.COM OR EQUAL
2. PROVIDE SHOP DRAWINGS FOR REVIEW.
3. INSTALL PER MANUFACTURERS INSTRUCTIONS.
ORNAMENTAL
(42) 3/8" x
VERTICAL
STEEL BARS
3/4" SQUA
ANCHOR BOLT HOLES
r� _C
rOP RING
SCALE: N.T.S.
J SJ"l3PiLLVEV a.J-",rr CITY HIGH
DENSITY PLASTIC LINER (WEIGHT
NOT TO EXCEED 6 LBS.) SITS
ON 3/8" x 3" SUPPORT BARS
_IDS
STANDARD TAPERED FORMED LID (AS SHOWN).
3ECU RITY
LID SECURED WITH VINYL COATED GALVANIZED
STEEL AIRCRAFT CABLE. CABLE IS LOOPED AROUND
WELDED IN PLACE ATTACHMENT BRACKETS AND
CRIMPED IN PLACE, AVAILABLE WITH OPTIONAL
MOUNT WITH 3 IN -LINE ANCHOR HOLES AND
OPTIONAL BOTTOM PLATE COVER.
(4) LEVELING FEET WITH A 3/8"
DIAMETER THREADED STEEL
SHAFT
COLOR TO BE "VS BLACK"
MANUFACTURER'S NOTES:
1. DUCTILE IRON CASTINGS COME WITH A TEN YEAR WARRANTY AGAINST BREAKAGE.
2. DRAWING NOT TO SCALE.
3. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED,
AND ELECTROSTATICALLY POWDER -COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE
FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD
COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS.
THE THICKNESS OF THE RESULTING FINISH COAT AVERAGES 8-!0 MILS (200-250 MICRONS).
4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY,
INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND.
5. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.
6. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING SHALL BE USED.
7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.
8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.
GENERAL NOTES:
1. RECEPTACLE TO BE S-42 'IRONSITES' 36-GALLON LITTER RECEPTACLE WITH STANDARD TAPERED
FORMED LID.
2. RECEPTACLE TO BE MANUFACTURED BY VICTOR STANLEY INCORPORATED P.O. DRAWER 330 - DUNKIRK,
MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410)
257-7579 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM
3. ASSEMBLE PER MANUFACTURERS INSTRUCTIONS.
BASIS OF DESIGN_
1. AUTOMATIC SLIDE GATE OPERATOR TO BE: EAGLE 2000 .FR 1 HP MANUFACTURED BY EAGLE
ACCESS CONTROL SYSTEMS - SYLMAR, CA 91342 USA TOLL FREE: (800) 708-8848 (USA
& CANADA) TEL (818) 837-7900 - FAX (818) 837-7911 WEB SITE:
HTTP://WWW.EAGLEOPERATORS.COM OR EQUAL
2. INSTALL PER MANUFACTURERS INSTRUCTIONS.
ANN
" RING: 1.5" 0.1)
11 GAUGE TUB
GENERAL NOTES:
1. BIKE HITCH TO BE SPECIFIED AS DERO BIKE HITCH OR OWNER APPROVED EQUIVALANT
2. FINISH TO BE BLACK.
3. MANUFACTURER TO BE:
DERO BIKE RACK CO.,
2657 32ND AVENUE S,
MINNEAPOLIS, MN 55406
1-888-337-6729.
FAX: 612-331-2731
WEBSITE: WWW.DERO.COM
4. IN -GROUND MOUNT INSTALLATION AND REQUIRED SETBACKS SHALL BE PER
MANUFACTURER'S SPECIFICATIONS
BIKE RACK
to
18>`
MIN.
SCALE: N.T.S.
6" SCH. 40 IRON PIPE FILLED
W/3,000 PSI CLASS A CONCRETE
SLOPE FOR DRAINAGE
3,000 PSI CLASS A CONCRETE
NO NOT SEAL PIPE BOTTOM
CRUSHED GRAVEL NYSDOT TYPE 2
WRAP: WATERPROOF
TREE WRAP - APPLY -`- -- -----__.
IN 4" WIDE STRIPS
I r - --------
MULCH - 3" MIN. j -- WIRE NO. 10 GAUGE
SAUCER - \\ ---------------- --- STAKES 2" - 2 1 /2" DIA. OR
Hi SQ. 8' LONG, USE 3 STAKES
FINISHED GRADE FOR OVER 2" CAL. 2 STAKES
FOR 2" CAL. & UNDER.
AMENDED TOPSOIL MIXTURE IN THE
FOLLOWING RATIOS BY VOLUME:
20 PARTS TOPSOIL / /; x
4 PARTS PEAT MOSS 1 r 11 1
2 PARTS PEAK HUMUS t F
1 PART FERTILIZER (10-6-4)-
{{
UNDISTURBED SUBGRADE --- -- -
1
NOTES: v
1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT)
2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H.
3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES.
4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE
APPROVED BY THE CITY OF SARATOGA SPRINGS:
A. BOTANICAL NAME
B. COMMON NAME
C. TOTAL QUANTITY
D. HEIGHT OR TRUNK DIAMETER
E. SPACING
I EDI I
E�
Q
CUT & REMOVE TOP
1/3 OF BURLAP
UNDISTURBED SUBGRADE
SCALE: N.T.S.
BARK MULCH
3" MIN,
FINISHED GRADE
AMENDED TOPSOIL MIXTURE IN
THE ; OLLOWING RATIOS,
BY VOLUME:
20 PARTS TOPSOIL
4 PARTS PEAT MOSS
2 PARTS PEAT HUMUS
1 PART FERTILIZER (10-6-4)
TYP.
NOTES:
1. PRUNE 1 /3 TOP GROWTH ON DECIDUOUS TREES & SHRUBS AS NEEDED. REMOVE ALL DEAD CANE.
2. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED
BY THE CITY OF SARATOGA SPRINGS:
A. BOTANICAL NAME
B. COMMON NAME
C. TOTAL QUANTITY
D, HEIGHT
E. SPREAD
F. SPACING
C. ROOT TYPE `
- I
SCALE: N.T.S.
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\\LeflLe\rprojects\PROJECTS\12800-Batzer & Tuck-:395 Broadway\CARD - DESIGN\CURRENT\6 MISCELLANEOUS SITE DETAILS,dwc May 03, 2024 12:02PM,
SAWCUT LINE
ORIGINAL ASPHALT -
WEARING COURSE(S)
BASE COURSE
(SEE NOTE 3)
PAVEMENT
STRUCTURAL
SECTION
A.O.B.E.
In
im
SUBBASE COURSE
(SEE NOTE 4)
OUTSIDE CROWN
BOTTOM O.D.
N PVMT ^ I -a - IN TURF-
.
r
1 MIPf.
y f
�-- .._...I.D. + 3 MAX..._...,m.
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)
TRENCH WALLS LAID BACK PER OSHA
REQUIREMENTS OR SHEETING A.O.B.E.
PIPE ZONE BACKFILL - GRADATION SHALL BE:
"WELL GRADED SAND WITH 3/4" MAX. PARTICLE
SIZE AND NOT MORE THAN 10% PASSING #200
SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
PIPE ZONE BEDDING - FOUNDATION STONE TO
CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02
COURSE AGGREGATE (SEE NOTE 2)
UNDISTURBED SUBGRADE OR EXTRA FOUNDATION
STONE A.O.B.E.
NOTES:
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.
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% BY WEIGHT
1/4" SIEVE - PASS 25-45% BY WEIGHT
#40 SIEVE - PASS 10-25% BY WEIGHT
100 SIEVE - PASS 3-12% BY WEIGHT
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2.
TlY P
FRAME/GRATE CASTINGS PATTERN
5419Z/5419M FROM E.J. IRON WORKS OR
APPROVED EQUAL(FRAME TO BE SET PARALLEL
TO CROSS AND LONGITUDINAL SLOPE OF
PAVEMENT AND FLUSH TO Y4" BELOW F.G.)
FINISHED GRADE
PRECAST GRADE RINGS (6" MIN. TO 20" MAX.)
BRICK SHIMS NOT PERMITTED
4 BAR is 6" O.C. EACH WAY WITH ADDITIONAL
4'S AROUND OPENING OF COVER
FOR STORM MANHOLE, JOINTS BUTYL
SEALED - INDUSTRY STD. OR A.O.B.E
REINFORCED PLASTIC NON -SLIP
STEPS PER NYSDOT 725-02.01
CIRCUMFERENTIAL REINFORCEMENT
0.12 SQ, IN. PER LIN. FT. MIN.
FOR STORM MANHOLE, BOOT TYPE
FLEXIBLE MEMBRANE SLEEVE FOR PIPE
TO MEET ASTM SPEC. NO.C-923
SIZE AND LOCATION OF PIPES
AS SPECIFIED
12" MIN. SUMP
PRECAST CONCRETE BASE UNIT-
4,000 P.S.I. AT 28 DAYS, AIR -
ENTRAINED
8"-12" CRUSHED STONE -#1 OR #2
NOMINAL SIZE OR GRADATION A.O.B.E
UNDISTURBED SUBGRADE OR
ADDITIONAL FOUNDATION STONE A.O.B.E
NOTE:
1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER.
2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO
HS20-44 WHEEL LOADING REQUIREMENTS.
.-VIANHOLE IN
e
2'-6"
MIN
MIN. I.D.
_
F FRAME. TO BE MORTARED
TO TOP 0 DROP INLET
HEAVY DUTY FRAME AND
GRATE; CAMPBELL NO.
3r
r
F FINISH GRADE
=� 2816B OR APPROVED
A EQUAL
<> 3'_G„
REINFORCEMENT
0 0
o"o`'0000 v - KNOCKOUT
6"
-- PIPE TO BE MORTARED
..-........
o<> <c> <> _c> PANEL EACH
.__,
--__
IN PLACE, SQUARE TO
�c.''o"000 :' SIDE
' '
STRUCTURE
o<>
2-1 /2"
0,�
PIPE MAX. NOMINAL
MIN.
=' DIAMETER=12" SET
SQUARE TO UNIT
6 MIN SUMP
A
(0
3,-6,> 3=-6°
I -�--
MIN
MIN.
SECTION A -A
8"-12" TYPE 2 CRUSHED STONE ON
NOTES:
UNDISTURBED SUBGRADE OR ADDITIONAL
1. ALL DROP INLETS TO BE PLACED IN ANY TRAFFIC AREAS
SHALL MEET AASHTO
FOUNDATION STONE A.O.B.E.
HS20-44 WHEEL LOADING REQUIREMENTS.
2. CONCRETE TO BE 4000 PSI 0 28 DAYS.
3. MINIMUM REINFORCEMENT - 6x6 - 10/10 WWM ALL FOUR
SIDES AND BOTTOM.
*FOR USE AS APPROVED BY CITY ENGINEER
T`YPE 11 DROP 11NIJ LET - S H/--\LLOW (/_�_\_F iN 1:1
PLANNING BOARD # 20230996
Approved under authority of a resonation adapted
by the Planning Beard of the City of
( ate) _
Saratoga Springs..,
t
`''� i� rp is Date Signed)
1111 1111
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