HomeMy WebLinkAbout20211169 1 Pearl Final Subdivision Signed Plans0
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LANDS NOW OR FORMERLY OF
IVICA J. AND MAUREEN T. KUNAC
BOOK 1583 OF DEEDS, PAGE 405
S89°53'00"E
CEDAR HEDGE ROW REMAINS 60.00' 61.00'
IL�F F SF �F
5'-0 MIN REAR SETBACK I CONCRETE
L` TO DETACHED ACCESSORY
STRUCTURE w
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EMOVED R
GARAGE I w 5'-0 MIN SIDE
SETBACK w
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w I OPTIONAL I F SF�F�F,S,F
2 CAR GARAGE I S FT
w I (720 SQ.FT. ALLOWABLE /
COVERAGE WITH ROOF) I PROPOSED F\ CONC. AND
I I I I SILT FENCE STONE
*T WALL
25 FT. BLDG. LINE
1.6'f � I � I � p f/
I I TREE PROTECTION STONE AND CONC.
w - - - - - - - - - - - DURING CONSTRUCTION WOOD STORAGE
(SEE NOTES) I
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LANDS NOW OR FORMERLY OF
PICASSA, LLC
DEED NO. 2016003666
MACADAM
DRIVEWAYUS
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TREES LONG I
WEST PROF ERTY LINE
TO RE MAIN
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LOCATE
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CONSTRUCTION
AREAUT COPPER LL
ENTRANCE
WATER SERVICE
HERE
T
MACADAM DRIVEWAY
121.00'-
EXISTING
MACADAM
DRIVEWAY
6 NEW 5'-0 CONCRETE SIDEWALK
n I ACROSS EXISTING DRIVEWAY
_AONCRETI�,AND,STON W ALL
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CONCRETE
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SF--SF-----SF,---SF- 60.00'
F--SF ep SF-- SF-----'�F
61.00'
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121.00'
NEW CONC. SIDEWALK
EXTENDS ACROSS
DRIVEWAY
EXISTING CONCRETE
SIDEWALK
EXISTING CONCRETE SIDEWALK
CONCRETE
PROPOSED
WATER
SHUT OFF
VALVE
PROPOSED
NEW STREET LIGHT
APRON
MACADAM
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r
DRIVEWAY
\I'-
SLATE CURB
PROPOSED NEW
PROPOSED NEW
CURB CUT FOR
LIQUIDAMBAR STYRACIF UA
LIQUIIDAMBAR STYRACIFLUA
DRIVEWAY
(SWEETGUM) TREE
(SWEETGUM) TREE
3s___SS &--Ss_--Ss--6
SSS--ss-ss-sSSS
&----ss
S SS SS SS sSS
SS Ss--Ss-SS--SS S&--ss S s--SS s&---sS-
SSMH_
APPROX. 150 FT.
OF 6" CLAY SAN. SEW. MAIN ® 1.7%
353.3
PEARL
INV. 348.619
STREET
4" WATER MAIN
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
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 INSPECTION IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER
THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR
TO ANY CONSTRUCTION.
UTILITY OVERHEAD UTILITY LINES (TYP.)
POLE
KISTIN
TREE
EXISTING
TREE
.....
UTILITY UTILITY
POLE POLE
5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
PROJECT.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
DEBRIS ONTO A PUBLIC ROAD.
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.
W
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- PROPOSED
NEW STREET LIGHT
PROPOSED NEW TREE
-OSTRYA VIRGINIANA
,AMERICAN HOPHORNBEAM)
REMOVE EX TREE
PROPOSED NEW TREE
-OSTRYA VIRGINIANA
(AMERICAN HOPHORNI
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REMOVE EX TREE
PROPOSED NEW TREE
STRYA VIRGINIANA
AMERICAN HOPHORNBEAM)
z
a
3
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SSMH
RIM = 350.09
INV. = 346.00
UTILITY
POLE
UTILITY
POLE
I
TREE PROTECTION NOTES
1. TREES WILL BE PROFESSIONALLY PRUNED PRIOR TO
CONSTRUCTION. FOLLOWING ALL CERTIFIED ARBORIST
INSTRUCTIONS, AND BRANCHES THAT COULD BE DAMAGED
WILL BE REMOVED.
2. HIGH VISIBILITY ORANGE PROTECTIVE FENCING ON FLANGED
POSTS WILL BE INSTALLED PER DETAIL ABOVE TO FORM A TREE
PROTECTION ZONE. FENCE SHALL BE MAINTAINED IN GOOD
CONDITION THROUGHOUT THE ENTIRITY OF THE PROJECT.
3. FENCING SHALL BE PLACED USING THE GENERALLY ACCEPTED
"TRUNK DIAMETER METHOD" (FITE & SMILEY,2008
"MANAGING TREES FOR CONSTRUCTION"). MEASURING THE
DIAMETER OF THE TREE 6" ABOVE THE GROUND AND
MULITPLY BY 6 TO DETERMINE THE RADIUS OF THE
PROTECTIVE FENCING.
4. PLACE FENCING PER MINIMUM DIAMETER FOUND IN NOTE 3
ABOVE (WHERE POSSIBLE) AROUND TREES TO BE PROTECTED.
WHERE CONSTRUCTION AREAS OR STRUCTURES COINCIDE
WITH MINIMUM DIAMTER, LOCATED FENCING AS CLOSE AS
PRACTICAL TO MINIMUM DIAMETER.
5. NO VEHICLES WILL BE ALLOWED TO DRIVE IN THE TREE
PROTECTION ZONE.
6. NO CHEMICALS OR MATERIALS WILL BE DUMPED IN THE TREE
PROTECTION ZONE.
SYMBOL
WOVEN WIRE FENCE
(MIN. 14 1/2 GAUGE F�
10' MAX. C. TO C. W/ MAX. 6" MESH
SPACING)
36" MIN. LENGTH FENCE CONSTRUCTION SPECIFICATIONS
POSTS DRIVEN MIN. 16"
INTO GROUND.
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
HEIGHT OF FILTER OR STAPLES. POSTS SHALL BE STEEL EITHER i OR 'U" TYPE OR HARDWOOD.
16' MIN. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
^Oyu W W W�,W'W _ 8" MIN. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
`'' W ,° * W 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -
PERSPECTIVE VIEW LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X.
MIRAFI 10OX, STABILINKA T14ON, OR APPROVED EQUIVALENT.
36" MIN. FENCE POST -� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
WOVEN WIRE FENCE (MIN. 14 -
1/2 GAUGE W/ MAX. 6" MESH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
SPACING) WITH FILTER CLOTH 20"MIN. 'BULGES" DEVELOP IN THE SILT FENCE.
FLOW
� UNDISTURBED GROUND
COMPACTED SOIL -
EMBED FILTER CLOTH 16"MIN.
A MIN. OF 6" IN GROUND.
SILT FENCE N.T.S.
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13
7. NO MATERIALS WILL BE STORED IN THE TREE PROTECTION
ZONE.
8. TREATMENT OF EXPOSED ROOTS: ROOTS GREATER THAN 1-
1/2" IN DIAMETER WILL BE CLEARLY CUT AND WRAPPED IN
WET BURLAP. SOAKER HOSES MAY BE NEEDED TO KEEP THE
BURLAP WET. BURLAP WILL BE REMOVED PRIOR TO
BACKFILLING.
9. WORK WITHIN THE TREE PROTECTION ZONE WILL BE DONE
MANUALLY.
10. FENCE MAY BE REMOVED OR ADJUSTED FOR DRIVEWAY,
WALKWAY AND LANDSCAPING CONSTRUCTION ACTIVITIES.
:siWLA' :
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WAG 'DR W0A; t 4ATIVIMATERIAL.
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CONCRETE WASHOUT
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SIGN DETAIL
(OR EQUIVALENT)
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STE`L- MARE
TYPE 'A80YE GRADE" 57APLE DCTAIL
W1iH STRAW BALES
ACIUAL Uk011=11 DLILRIM1T0-L; IN 11HL FILLS,
1. 'H£ cow,141:1L wks4mr W-;hi (5E; Fr- 4- 1-n)
'SHAL_BE !VS-ALLED FIATHIMi 10 m OF THE
WORAVY t:15NI:RF" !F WKSHWT FAt:61T1Y
1.) REVISIONS PER PLANNING BOARD COMMENTS ON FEBRUARY 18, 2022.
ENGINEERING AMERICA CO.
76 WASHIINGTON STREET
SARATOGA SPRINGS, NEW YORK
PHONE: (518) 587-1340
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TONYA L.YASENCHAK
P.L.S. LIC. NO. 085460 r.L_.3. Lit- MU. DU,13/
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
C ;��m ►G
nnhwrl r 1n/urrl ['IO P I C I IC N(1 5(11._17
OF A RESOLUTION ADOPTED / G 21_
T Y OF SARATOGA SPRINGS
/ CHAIRPERSON
DATE SIGNED f L v
CONSTRJCTICN SPECIFICATIONS
SYI490L
1. STONE Sr2E - USE 2 STONE, OR REC'sAYED OR RECYCLED CONCRETE EOUIVALENT.
> ,,,
-1 Ek SLING
RAVEMEY
f
2 LERCFI- - 401 .LESS `HAN 5."+EET (EXCEPT Ch A 91t4w RESIOEWCE Lc-1 WHEW
A 30 Fry)' MINIMUM <.FhC.1F W=O APPLY).
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T 11
3 As - NCT LESS T.W. SIX (6) INCHES
E xIS1 '7� FRTER -.>/
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4 MIRTH (I7) EOi)' MFIIMUM, NCI IFSS
LEW T(2 FULL WII)1H Al
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pOHy'$ WNERt RIfiRESS OR ECi�t 54 OF;C:JRS 'YrF*ITY FC�;W (7i) :DOT IF SNf.I.F
ENTRANCE TO SITE
SIiYN
_
5 FILTER CLC77- MILL BE PLACED C'.€R THE fN11Rf AREA PRIOR TO PLArIhG
OF STChff
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F x1S14::
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6. SJFtFMi WATER -ILL SUHt ACt WATER F_(JIrING OR D11f£RIEL' IUWMSD GUh-
-
SIRUCION EIITRANGfS SHAII M PIPED ACHIM " ENTRANCE, IF PIPING IS
---. -i ----�
-
MPRACTICAI. A MOUNTAAIF HFRV WITH N i S,OPES WtI BFPERMIT'ED.
,1 rN
EX STING
rAVEMEti
7 MAMI'fENAAK;E THE fhTRAMCf SHALL BE MAiiTILWEC Ih A CO4DIT44 WHIC,i 'MLL
-RAE'A;NG OR FLOWING OF SEGMENT ONTO PUBLIC Rr.H. S-OF-WAY, ALL
•.
�-��
ESAIEVT SPILLED. DROPPED. NASMiC CR TRACTL 'D4TO PJBLIC RMsHTS-OF-WAY
PLAT> =W
�Yh
MLSI HE HVU061: IMMFDMIELY.
5 A' Eh W4 HIh4 15 RE"I D, IT Sti•LL BE laNE ON A AREA y-AfL,20 WTH
-
STONE ANC WHICH DRNNS INTO AN APPROVED SEDU NT '?APP 4G DEVICE.
9 PFRICMC. INSPEC.TIM AND NEf!DE7 MNNTFNAHCF 51MI.1 Pr F RC.N:wc wrFR TA[-
RA h
STABILIZED CC'NST[RJCTCN ENTRANCE N'S
BASED ON NEW YORE{ GUIDELINES FOR JRBAN EROSION & SEQIME%T CfuNI'RICL
AP13NFED: CITY OF SARATOGA SPRINGS, NEW YORK �w(; h�=
1/13/2010 STANDARD ETAI_
PLANNING BOARD DATE Stabilized Construction Entrarce sT-11
y DANIEL C. WHEELER, LS
ASS ClA TES, LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
OWNER/DEVELOPER:
ONE PEARL STREET LLC
212 MIRO AVE.
MOUNTAIN VIEW, CA 94041
PHONE (650) 224-0793
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
PLANNING BOARD PROJECT NO. 20211169
TITLE: PROPOSED IMPROVEMENTS
SUBDIVISION OF LANDS OF
1 PEARL STREET LLC
LOCATION: DATE:
CITY OF SARATOGA SPRINGS OCTOBER 18, 2021
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 10 FEET MAP NO. 2021-06-04
SHEET 3