HomeMy WebLinkAbout20210560 Skyward Dr Site Plan Plans As-Approveda
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00 Skyward Drive I City of
GENERAL NOTES:
1.
ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL
8,
ALL DISTURBED, NON -SURFACED, AREAS SHALL RECEIVE
APPLICABLE NATIONAL, STATE, AND LOCAL CODES; STANDARD
FERTILIZER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPT
ORDINANCES; RULES AND REGULATIONS.
AS OTHERWISE NOTED,
2.
EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WERE
9•
THE CONTRACTOR SHALL:
OBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THE
LOCATION OF ALL UNDERGROUND UTILITIES ARE
9.1.
VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO
APPROXIMATE; THEIR ACTUAL LOCATION SHALL BE VERIFIED
COMMENCEMENT OF WORK AND NOTIFY THE
BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIG
ARCHITECT / ENGINEER OF ANY DISCREPANCIES.
SAFELY NEW YORK (UFPO) AND ALL MUNICIPAL AGENCIES
9.2•
EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE
HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO
EFFECT OF ALL EXISTING CONDITIONS ON THEIR WORK,
ANY EXCAVATING OR CONSTRUCTION. (1-800-962-7962 OR
9.3.
PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM
all).
ALL WORK, IN ACCORDANCE WITH RECOGNIZED GOOD
STANDARD PRACTICES.
3.
CONSTRUCTION OF ALL PROPOSED UTILITIES SHALL BEGIN AT
9.4•
HOLD THE OWNER HARMLESS AGAINST ANY AND ALL
THEIR POINT OF CONNECTION TO THE EXISTING UTILITY OR
CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR
AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES,
ON THE SITE.
INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL
BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION.
10.
ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY, ACCESS
THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY-FOUR
DRIVE, AND PARKING AREAS SHALL BE PLACED IN MAXIMUM
(24) HOURS IN ADVANCE OF ANY INSTALLATION TO BE ABLE
SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A
TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR
MECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISE
SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL
NOTED.
UNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SO
THE ENGINEER IS ABLE TO USE THE RECORDS FOR THE
11.
WHEN BACKFILLING AROUND PROPOSED OR EXISTING
PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE
STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX
LOCAL MUNICIPALITY.
(6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL
COMPACTOR BETWEEN LIFTS.
4.
WHEN CROSSING EXISTING UTILITIES WITH PROPOSED
UTILITIES, CONTRACTOR SHALL COORDINATE SUCH CROSSINGS
12.
CONTRACTOR SHALL ADJUST RIM/TOP OF FRAME ELEVATIONS
WITH THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITY
TO PROPOSED FINISHED GRADES FOR ALL UTILITIES LOCATED
COMPANIES HAVING JURISDICTION OVER THE EXISTING
WITHIN LIMITS OF PROPOSED WORK.
UTILITIES.
13.
NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE
5.
ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE
CONNECTED, TEMPORARILY OR PERMANENTLY, TO ANY
CONSTRUCTED IN COMPLIANCE WITH THE LOCAL
SANITARY SEWER.
MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE
INSTALLATION OF SUCH UTILITIES.
14.
SEWER/WATER CROSSINGS: UNLESS OTHERWISE NOTED ON THE
PLANS SEWERS SHALL BE LAID AT LEAST TEN FEET 10'
6.
THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK
HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER
DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE
MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO
CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT
PROVIDE A MINIMUM OF EIGHTEEN INCHES 18" BETWEEN
( )
DOCUMENTS AS INTENDED AND INTERPRETED BY THE
THE SEWER AND WATER MAIN CROSSINGS.
ENGINEER.
15.
CONTRACTOR SHALL PROTECT ALL SURFACE WATERS FROM
7.
MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE
SILTATION DURING CONSTRUCTION WITH APPROPRIATE
CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING,
MEASURES INCLUDING, BUT NOT LIMITED TO, APPLYING
TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO
TOPSOIL, SEED, AND STRAW MULCH TO DISTURBED AREA AND
MAKE THE WORK COMPLETE AND FUNCTIONAL.
INSTALLING SILT FENCING AROUND WORK.
ABBREVIATIONS
(L CENTERLINE
0 DIAMETER
A.C.I. AMERICAN CONCRETE INSTITUTE
A.S.T.M, AMERICAN SOCIETY OF TESTING
AND MATERIALS
A.W.W.A. AMERICAN WATER WORKS
ASSOCIATION
A.O.B.E. AS ORDERED BY ENGINEER
B.C. BOTTOM OF CURB
B.M. BENCHMARK
BLDG, BUILDING
C.Z. CAST IRON
C.B. CATCH BASIN
C.M.P. CORRUGATED METAL PIPE
C.O. CLEAN -OUT
CONC. CONCRETE
DI DARK
D.W.L. DASHED WHITE LINE
O.Y.L. DOUBLE YELLOW LINE
DIA. DIAMETER
DWG. DRAWING
EA. EACH
E.I.C. ENGINEER -IN -CHARGE
ELEC. ELECTRICAL
ELEV. ELEVATION
EX. EXISTING
F.F.E. FINISHED FLOOR ELEVATION
FT. FEET (OR FOOT)
GALV. GALVANIZED
G.P.D. GALLONS PER DAY
G.F.F. GARAGE FINISH FLOOR
H.C. HANDICAPPED
HOPE. HIGH DENSITY POLYETHYLENE
HOR. HORIZONTAL
HT. HEIGHT
INCL. INCLUDE(D, ING)
INF. INFILTRATION
I.D. INSIDE DIAMETER
J.B. JUNCTION BOX
K.O. KNOCK -OUT
L.F.
LINEAR FEET
LT.
LIGHT
M.
METER(S)
MAT.
MATERIAL
MH.
MANHOLE
PIED.
MEDIUM
MIN.
MINIMUM
NYSDEC, NEW YORK STATE DEPARTMENT OF
ENVIRONMENTAL CONSERVATION
NOM. NOMINAL
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
PVMT. PAVEMENT
PED. PEDESTRIAN
PERC. PERCOLATION
P.V.C. POLYVINYL CHLORIDE
P.S.I. POUNDS PER SQUARE INCH
OTY. QUANTITY
R.C.P. REINFORCED CONCRETE PIPE
R.D. ROOF DRAIN
REF. REFER TO, REFERENCE
SAN. SANITARY SEWER
ST. STORM 599ER
S.W.L. SOLID WHITE LINE
S.Y.L. SOLID YELLOW LINE
S.D.R. STANDARD DIMENSION RATIO
STA. STATION
SO. FT. SQUARE FEET
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
T.C. TOP OF CURB
T.W. TOP OF WALL
TYP. TYPICAL
V.I.F. VERIFY IN FIELD
W.W.F. WELDED WIRE FABRIC
OUT. WEIGHT
W/ WITH
W10 WITHOUT
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Sheet
List Table
Sheet Number
Sheet Title
Sheet Descry ton:'
Cover and'NotLss..
1
C-000
2
V-101
Existing ._ C qfAit 1o,ns an aniMmI bitriIB L an
3
C-101
Site and UI Plan
4
C-121
ra in MSS e iment ontro
5
C 161
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6
C-191
Lf ti -
7
C-501
8
C 502
Details (2--)
9
C-503
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10
C-504
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Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
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881 Murray Road
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518,584.6174
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F ESS1� N
IT 15 A VIOLATION OF IIEM YOM STATE FDUCATIGH LAW ARTICLE 145 FOR MY
PER5o0 UNLESS THEY ME ACTING DINER THE DIRECTION OF A LICENSED
PAR FESSIOML ENGINEEfl TO ALTER THIS DOCUMENT III NO WAY. IF ALTENEO THE
ACTIRVING ENGINEER 'HA AFFIX TO THEDOCUMENT THEIR SEAL TIRE ROTATION
'HALL I
THE GATE OF SUCH ALTERATION NN
.ALTERVO BY'CD FOLLOWED BY THEITSITUATION.
A SPECIFIC DESCRIPTIORI OF illf ALifMTI011.
COPYRIGHT a 2021 VERITY ENGINEEDIN4 D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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COVER AND NOTES
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---_ INGRESS EGRESS
RIVE
TAX ID: i78._1 _8,
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/ `\l itiJs• /` _._ \ y_ \\\ \ -- a_ _ - MUIJiER LAND HOLDINGS LLC — -- _--__- _- ----_"/-�� _'/ i / /
�- ` ` 4 \\� \ �� -_ :ZONING: INDUSTRIAL GENERAL (IND-G) /
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SIGN 1 D -��_ EwncArlT INDUSTRIAL
II EASEMENT �T'-
6p FI�, — -- - .- - - _ _ - - - - FS4—.- __. — il•_- - hi - l J % /''' /
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/i%SKYWARD DRIVE -------------
ACCESS AND MAINTENANCE I—_—F>-.�--IW -•rF _�— �_�r?=�-'� \\��\\ `v i/
EASBAENT TO BE REIAINEDOWNER
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SPECIAL NOTES:
1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED SURVEY
BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK AND A
DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL ON 03 MARCH, _ _ / / - - - ' / / •�
2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED FROM A SKS
SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WAS PREPARED BY DAVID F.
BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - TRANSMITTED VIA EMAIL ON 09
MARCH, 2021. 10 SKYWARD DRIVE
TAX ID: 178.-1-33.1 / / TAX ID: 178.-i-63 /
2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT LANDS N/F OF / / - l - 6.37 ACRES w / LANDS N/F OF /
i TVIINBROON REALTY LLC \
INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, VAN HALL HOLDINGS LLC -/ / / / / i i- - 7CNINCIh7DUSTRIAL GENERAL IND-G
ZONING: INDUSTRIAL GENERAL (IND-G) �- / / / '/ --' / i - ( )
ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. �'"' / - .� / USE: MANUFACTURING
USE: CONu<R7-e0 RESIDENTIAL ,� / / � i / - � / / � � / _ -
3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION.
UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED
UPON OR ADJACENT TO THE SUBJECT PARCEL.
DEMOLITION NOTES: LIMITS OF
1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH
THE REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGAi-"�-
SPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHER
AGENCIES.
2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN APPROVED AND PERMITTED/
FACILITY FOR THEIR RESPECTIVE MATERIAL.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED" 1457.511' ---
PERMITS. / �/_ / / / i _ i
4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, GAS, ELECTRIC, TELEPHONE,
CABLE) SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY
COMPANY REQUIREMENTS. ALL ON -SITE PIPING, WIRING, AND CONDUIT SHALL BE REMOVED 300- — _..._,...
AS INDICATED BY THESE DRAWINGS.
5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITY / / '/ / / j / / / - / / \ / /'Approved underthe aafhori�r,. _.
COMPANIES. / ,e GEY,FR QM ofaxesokdionadop'fe'tt- -
TAX ID: 178.-1-32.1 _
% Q 0p/2 / / / / / \\ LANDS N/F OF .8 2.a
6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISE ��-bystTe
SARATOGA SPRING WATER CO. (d
POLLUTION GENERATED DURING DEMOLITION OPERATIONS. / / / / / / / / / -`, / / \ ZONING:E INDUSTRIAL
GENERAL (IND-G) Df(I�QOa[�Oftowhec ycf•Sat8f0
USE: LITE INDUSTRIAL MANUFACTURING (INURING
7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALL"/ / / �"E
CEASE WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND / / / � �/ 50�1 20
CONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL / ��►-/® �� / / / / i' ��
JURISDICTIONAL REQUIREMENTS. HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTED !""�
Jr 2 -7 ........
HAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS WASTE SITE.
8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, REMOVAL OF: TREES, VEGETATION,
R SURFACE PAVEMENTS, AND ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN. SUBBASE
SHALL NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWINGS.
9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM DEMOLITION WORK SHALL BE
BACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BE
COMPACTED TO A MINIMUM 90% STANDARD PROCTOR DENSITY AND PLACED IN 121, LIFTS GRAPHIC SCALE
MAXIMUM.
10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVE so o zs so ioo zoo
FENCE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGE
DURING CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THE
LARGE TREES TO BE PROTECTED WILL BE FIELD IDENTIFIED.
( IN FEET )
11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE. 1 inch = 50 ft.
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Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
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ROFESSIONP
IT 15 A VIOLATI0D OF IIEN YOM STATE EDUCATION LAN ARTICLE 145 FOR ANY
PFRSOU. UNLESS THEY ARE AR1116 UTA ER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT 11' MIT NAY, IF ALTERED, THE
ALTEMING EIIGINEER SHALL AFFIX TO THE DOCUMFIT THEIR SEAL. TIE NOTATION
•ALTERED DY- FOLLONED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
A SPECIFIC DESCRIPTION OF FINE ALTERATION.
COPYRIGNTENGINEERING U.P.C. ALL RIGHTS RESE0.Vi➢'
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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AND DEMOLITION PLAN
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DRIVE / ' HEAVY-DUTY 10 -
CONCRETE SLAB C-50
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1457.31'
30. REAR SETBACK -
10 fFYSFR RQ62
TAX ID: 178.-1-32.1
LANDS N/F OF
SARATOGA SPRING WATER CO.
ZONING: INDUSTRIAL GENERAL (IND-G)
USE: UTE INDUSTRIAL MANUFACTURING
Approved under the authority
--of a resolution adopted
-9 A7 z/ by the
(daft
Planning Board of the City of Sar
sIF(datened)
LEGEND
SIDEWALK
- - - PROPERTY LINE
SETBACK
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
it
Saint t
Peter's COUNT '
, f
I SITE
- `
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Ia
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e0✓`
CO RD 43:_ ape J1�/1
OpyhSD � Y 011;
L•Munger Cem � p
- rr USGS QUAD.
\
ADDRESS: 00 SKYWARD DRIVE
(ASSUMED)
\
TAX MAP: 178.-1-62
AREA: 450,480 SF. (±10.34
AC.)
ZONE: IND-G (GENERAL INDUSTRIAL)
USE: WAREHOUSE (PROPOSED)
IND-G
SITE
MIN. LOT SIZE
40,000
SF.
450,480
SF.
MIN. AVG. WIDTH
200
FT.
>200
FT.
PRINCIPAL BLDG. COVERAGE
40
96
14.51
96
ACCESSORY BLDG. COVERAGE
30
96
N/A
96
MIN. FRONT SETBACK
40
FT.
±87.0
FT.
MIN. REAR SETBACK
30
FT.
±125.0
FT.
MIN. SIDE SETBACK (EACH)
15
FT.
±102.0
FT.
MIN. SIDE SETBACK (TOTAL)
30
FT.
±267.0
FT.
PRINCIPAL MAX. HEIGHT
50
FT.
<50
FT.
ACCESSORY TO PRINCIPAL
10
FT.
N/A
FT.
ACCESSORY TO FRONT LINE
40
FT.
N/A
FT.
ACCESSORY TO REAR LINE
10
FT.
N/A
FT.
ACCESSORY TO SIDE LINE
10
FT.
N/A
FT.
MIN. GREENSPACE
30
96
±58.05
96
REQUIRED: 1 PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE
(76 EMP./2) + (10 CO. VEHICLES) = 48 SPACES
PROVIDED: 48 SPACES (INCLUDING ADA) (56 BANKED PARKING)
EXISTING PROPOSED
TTAX1 BUILDINGS: 0 SF. 70,000 SF. (15,53%)
LAI PAVEMENTS: 0 SF. 117,861 SF.* (26.42%)
TV4NBR, GREEN SPACE: 450,480 SF. 262,619 SF. (58.05%)
ZONING:SE: 1 U450,480 SF. 450,480 SF.
USE: 1
* INCLUDES 9,108 SF. OF BANKED PARKING
STANDARD NOTES:
HA APPLICABLE FEDERAL STATE AND LOCAL
1. THE APPLICANTS SHALL COMPLY WITH ALL PLIC ,
LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE
ENVIRONMENTAL QUALITY REVIEW ACT (SEAR), FRESHWATER WETLANDS PERMIT
REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT LAWS.
2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL
N IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS
p AND STANDARDS.
3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND
GO N ADJACENT LANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE
DUE TO CONSTRUCTION RELATED TO THE SITE.
SPECIAL NOTES:
1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A PREPARED
SURVEY BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK
AND A DIGITAL FILE TITLED "14-222 SHEET 1.DWG" TRANSMITTED VIA EMAIL ON 03
MARCH, 2021. ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS COMPILED
FROM A SKS SUBDIVISION SURVEY DATED 04-28-2014. THE SURVEY WA5 PREPARED BY
DAVID F. BARRASS, LAND SURVEYOR OF CORINTH, NEW YORK - TRANSMITTED VIA EMAIL
ON 09 MARCH, 2021.ADDITIONAL TOPOGRAPHIC AND UTILITY INFORMATION WAS
COMPILED FROM AN ASBUILT SURVEY LOT 3 (#10 SKYWARD DRIVE) SKS SUBDIVISION
SURVEY DATED 10-31-2018. THE SURVEY WAS PREPARED BY GILBERT VANGUILDER LAND
SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK . TRANSMITTED VIA EMAIL ON 25
AUGUST, 2021.
2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF
FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT.
3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION.
UTILITIES SHOWN 00 NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES
LOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL.
CITY OF SARATOGA SPRINGS STANDARD NOTES:
1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS,
ORDINANCES, RULES AND REGULATIONS.
2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE 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 DESIGN
PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE
RESPONSIBILITY OF THE APPLICANT/DEVELOPER.
5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT PHONING BUILDING INSPECTOR IF
ANY BLASTING IS REQUIRED FOR THE PROJECT.
6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT
200 OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF 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 ROAD.
8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED
IN ACCORDANCE WITH THE APPROVED PLANS, AND AN AS -BUILT DRAWING HAS BEEN
PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
PF �.
'%Verity
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 ( verityeng.com
GEENE
ENTERPRISES,muntermunter
INC.
�o4'TRAL<o�y
881 Murray Road
Middle Grove, NY 12850
518.584.6174
m u nterenterpri ses. com
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ROFESSIONP
IT IS A VIOIATIOU OF INCH YOM STATE EDUCATION VH ARTICLE 145 FOR NIY
PEM011, UIILESS THEY ME ACTING UNDER ME DIRECTIGO OF A LICENSED
PROFESSIONAL EIIGIIIEER, TO ALTER ➢IIS DOCUMENT IN Alp NAY. IF ALTERED, IN
PUMPING EIIGIIIEER SHALL AFFIX t0 THE DOCUMENT THEIR SEAL, THE IIOTATIOII
'ALTERED pY- FOLLOWED BY THEIR SIGNATURE, TIE DATE OF SUM ALTERATION, AND
A SPECIFIC DESCRIPTION OF THE ALTERATION.
D.P.C. ALL RIGHTS flESERVFO'
COPYRIGHTDESIGNED
BY •EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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SITE AND UTILITY PLAN
C - 10 1
3 of 10
u
GENERAL CONSTRUCTION SEQUENCE
TOTAL DISTURBANCE = ±7. 20 ACRES
PRE -CONSTRUCTION
1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL
OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION.
2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS
REQUIRED.
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF
ALBANY BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER,
AND THE SWPPP MONITORING PROFESSIONAL.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET
PROTECTION, AND CONCRETE WASHOUT,
5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED
FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF
SARATOGA BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT,
CONSTRUCTION STAGE IA t4.9 ACRES
6. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING.
7. MASS GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND
BUILDING SLAB. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS
THAT ARE NOT SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE
WITHIN APPROVED AREA WITH ADEQUATE PROTECTION,
8. STABILIZE GRADING ON THE SOUTH END OF THE BUILDING SLAB AND IN
FRONT OF THE BUILDING SLAB TO SKYWARD DRIVE. PROCEED WITH ROUGH
GRADING AND IMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT
SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY.
9. POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING.
10. TRENCH FOR UTILITIES
CONSTRUCTION STAGE 1B ±4.6 ACRES
• ��y�-- -/' //I .mow- `� i i ��� �' ' -- `-i i I BIN 11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND R
12. CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN
/ I "•� `}` �` \ /// lI \ \\\\ �, _ -- �_//j '//- ��1 - .•--�- / -' �..- \ % 1 / I I' �' ' I 11 \ ) PROPERTY LINE. STABILIZE IMMEDIATELY.
�_ ,r-! 13. PROCEED WITH THE CREATION OF THE INFILTRATION BASIN
`
��"-"`\Jrry�,,,_ 14. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING.
15. INSTALL PAVEMENTS,
\� - -= _--- �� II POST -CONSTRUCTION
�rnx �1W178. O�i61 INGRESS EGRESS �. \ \\
I`` �{ 16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY
}. N7 { ` � \ \ \\� \� ��----^ _ LANDS N/F OF STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE
$ V ��\ �" \��. \��. - ---_ _-. --. - MUNTER LAND HOLDINGS LLC --- -/� _-
O"^--.--_ \_��._�_�.- ` -_ ._- ( ) - - _-' „0 1 ,\ DUE TO TRAFFIC.
( i ;� \`\�- _� -- --ZONING: GENERAL IND-G _-- �- /� ® -
ti SIGN `'OO p "\ �^�_,- --.--_-. USE VACANT INDUSTRIAL -_ _.�--�NS✓!7�_��_
G� �� /! `TOr 6p y , `-�ITT� �� +�� \ ; '1 �----.�!_,�--���-am�®_���-�-� �_ --am_ �-------- c __ _ J-_/ -�o „ 17 PROPERTIES . ENSURE ISOVTHATAFL0415 HAINAGE VE AWPOSITAY IVE DIRECTIONM BUILDINGS ATOWAROSND CENT
t• 3 149s - - - - - STORMWATER COLLECTION DEVICES.
-�--�
�--` 521FN@20HDP . ✓ F1 ) �/ I l
b* �-- -� CB A (48" DIA' ) /" _, J / 18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER
'1' 3 INSTALL AND MAINTAIN - I 1 ( 8 - "TJ E �� 30 �J 'I) _ ) MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING
RIM: 318.30 A• _ _ STORMWATER 07
"` -� CLEAN RUNOFF.
t `)-----�yp�. /- ��. CONSTRUCTION ENTRANCE INV IN: 312.60' (15")' _ --s6- -?%_ f_ - - ':' - -MANAGEMENT
O6 I _ _ _ INV OUT: 312�35' (18") _ __- SIGNAGE 19. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE
1 1/ s .W ` AFFECTED FROM CONSTRUCTION.
12' N12 HOPE - - -- -_'� -- T_- �:-. --,'� \ I, I 51 LF @ 2.07�' - a � ' 0b- C-50 -u-- -- � -= CHECK DAM.. _ 7 � \ �
l , ACCESS AND MNNIENANCE .., 5h-/TOOK. \\ 25 - ��.
r "- - �\ yI 20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN
' , 1 EASEMENT TO BE RETAINED BY N - .Av. =_.��� - ..-•-�" - -- 11 - _ 'Y'ti \� N p THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL
OWNER OF ACCESS ROAD n:. .�ai.�a"�. - _ 7„321 320 _ _ _ _�-'j-�3~ '� \\ \ ! ---:INV 315 85 - - 318 - -1�1 1 I 3J O OF THE CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT AND THE SWPPP
-_ i -- - - _ - - - 319 -�-318 :-1- INSPECTOR. THE CITY ENGINEERS OFFICE MAY WISH TO INSPECT
_-T -� -I I 1�1 '�� \ems - oa I� STORMWATER BASIN.
Mfta _ �/ 328 7 3 r-T- 1 1 1� % . \� k EROSION & SEDIMENT CONTROL PLAN NOTES:
7 p' - '� �"-� =� --��_ `'� 325�\ -.��I� - 32 32bi325 324 323 322- 1 I$ 'f q0 �� .,\ x� � ✓
40 )�� _ = �_ �i = �= ��� �_�'- _ _ /// _ _ -^ 321 31g 318 - -i 12" 172 HDPE �r- I ' I� $ / „)y0/ -� / �� 320-r \ 16' 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO
\ ___ _`-.� �� �-� •. _ - _ /� _ ryq��-`1�„- - _I:.-)--1'--'"1"�� , 'Y I I ,- 36 LF @ 1.0 •'a 'i 15' N12 HDPE _� ��'- �y ,_•..) 3 ) BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL
/
-.,-�� n�'l•'b �j 1 I I 1 I 1 I $ '� � qI�1 .�' 'L ��,� BE REVIEWED BY A QUALIFIED PROFESSIONAL.
335- �C 0' i -r-r-T I .� I I I I ! / 1'/ ~ `(ob I$ "3 / 320 , ,n 31A'
S$ O .5'r -('-T- I 1 ) 1 _ 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A
-'� _ O' '1-'T-�-� b• y6-- 18^ 310
INSTALL AND - 1 '' I 1 / f I 1 / O N12 HDPE�, ">"� N7 INV 311.50 '� 3' QUALIFIED PROFESSIONAL.
��.. _ 03 MAINTAIN AG 3;Ya" li .yam,' ,=• 12'SSa� �- N "1O' .... 'v. O LF PE - O/
� ,q0--, p L�1Jp0 � 3 223 LF @ / � � � Ep -,i- 9 - - $ O 12' 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING
SILT FENCE ,^ ' j5-1 / ''•� / : .a iG O' "r _.---. a' •9 i / -�� _ .513• /' 3 CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED
' $ 0 -/ o / o / a°/ i 3 y .3ry. �a .....:. .S _-�7.62p p _ -
�<�/ 00 0'..._ ">�-o= / ``__"� M O ..< •.. .. 1g .2 / - 't1 .•'� ry- i 1 10, PLACING STRAW BALES AND SILT FENCING AROUND WORK.
/ 4Os. 3 �R / h O' �.: 3"'O.'�,.'.. = 3 / 1��?. •'90 / % / 5/ rnn>.
0p • / 3 q 'V, O .�� dQ / - 31 FOREBAY O.�
�.P �O• OCj �_ -�.:' 1 29/ / 2� / /''•,2�� .---� / / �� --'"-� (1.- / -� /31' 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE
-�.,'� ,y°+° ----- '�• . �" 3 ' / �i / / MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON
.. • 3ti . •. d 3 Q �/ 63 .�' -/ �..- 'b / _ 9-
^-t a Lt,• / / qy' 0 ^4:.• "'" / `'l9 /I19 / Sp /- -/ / �� / / _ �"'O 30 FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED
"� i y �• ,� .9 //' 0• / PROFESSIONAL.
,/ 00 O L 308'
/ / -� a / � / O� „.OJ I•N.• /� 5• EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW
/ / �"_ -� / ��/ i �-�..-.-•1' �' "�',. � YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CB-2A RIM:
X 30")' , / / �Y ` / / .31�ojti - '� CONTROL, LATEST EDITION.
RIM: 318.10' �/ / / / to / �� / 03 RIPRAP OUTLET" i 3 _ _ SPILLWAY
/ INV IN: 315.49' (12")' �- PROTECTION - -� 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED
,- 335 / RIM: 318.00' INV IN: 313.85' (12")� o / / / /" �� �/ C-50 / �jf 05 /
I� / INSTALL AND MAINTAIN 02 / / INV:309,60�,. •- 12 PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL
/ - / INV
OUT: 313.60' (15") - _
INV OUT: 315.00' (12")� / i /'/ / / / CONCRETE WASHOUT ROOF / ! �,� `/ REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND
/ C-503 uz Prttz
08 SLOPE �_ - /- / / "'^ / / / / / / -1 DRAIN / ,50 / AS DIRECTED BY A QUALIFIED PROFESSIONAL.
STABILIZATION/ ry / 02 04 / ,/ / /� / // '40 i 0' ® CHECK / 'm / /' / / / 0' 35D' - /�., ,.t.r-,5'y �� 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE
C-50 BLANKET / C-50 - C-50 l /� / �i / / / VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION
/ ROOF / "7 -�� �/' O DAM OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR
"DRAIN / / / �/ / / - \ J INFILTRATION O /
30 / - ��'•`' ' / '13 306 FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE
1 � - Z / � / / BASIN #1 3 /
/� / / / / / i� THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF
0h :50 / i" / /- / "/ "5•;. ;;%'.:'( / / /� OQF',yNe 05 STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES.
41 GEYSER ROAD /� N 'L OJ .l�/ / / / / �� ..) . ^��j / /-' 0 / `r h / 102
TAX 10: 178.-1-33.t 0 �,' H^ O•� 3�''b4 / / / -� / - d / �' 1�' O• 1�1 C-503 TAX 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL
LANDS N/F Or 33 i - N `" / /� / �/ '� / 'lS/y)•" / \ 05 LAI
WiNd
VAN HALL HOLDINGS LLC / rn f �/ / / �� i / 9) / "� ,y0 0/ IY4 ,50 VF 30 \ ��INDUS BE STABILIZED F THE FOLLOWING METHODS, DEPENDING UPON THE
/� /" / �� ,5!' /� / df / t2' 1 0• X CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR
ZONING: INDUSTRIAL GENERAL ("ID-G) l+ - / / -� / 0 � S" -:. �: •- O' � 1 1 �- ti -- -` 3 ZONING:INDUS'
USE: CCN4ERTED RESIDENTIAL / '� ~��i� ! 1' CO -- -- T 3 �9 USE: ! TEMPORARY SEEDING:
y:): {:r/ /'� _ SEED BED PREPARATION
N 0' _ I - _ IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A
r' '3F5 �� ro / - // / / // / / t;.jJ�• 3 jbti / i' 3ti r� !-- 00 '305 ' / 304 UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"), TOPSOIL SHALL BE
2,4" N12 HD PE 'X•' / / \1 FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND
ROOF _ - IO / "z 0.51 /
_ 175 LF @ - ,.� - - - - STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED
LIMITS OF .-E^ /� � / / / -�` �i -- DRAIN 0' � / / i 5' WIDE
ROOF /" UNNECESSARY THEN PREPARE SEED BET BY SCARIFYING COMPACTED AREAS
/ '3 /-' � �i GRASSED BERM -
�j I DISTURBANCE / / / � 0q , DRAIN . / •��/ � �� �- -J OQ �� / / ---- -- - AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE
(±7.16 ACRES)/\/ �✓ MOB E!)• O // _-200' �- _ / / / 1,Ld'5'n /,/ / / �•1% O 00 > FOLLOWING SOIL AMENDMENTS:
/3ti ti�@O / / _ � N
O/ > , /- - / /' Z'a� / 95 / / �' •y0.0.y ,A� b,b ',h. 8.1. LIME TO A Ph OF 6.0
32 -'� / ! -302 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14
LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE
i 03 SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE
08 CHECK DAM / / / / / N12 HDPE j / ,ti0 / 31y `6 312 S� EQUIPMENT.
C-50
�� TEMPORARY SEEDINGS
ANNUAL RVEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER
04 INSERT INLET ,i / J 1-�' pA O / 2 '� _ - -307 m 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING
�- / �• 9457.31"
PROTECTION 06 05 OCTOBER/NOVEMBER.
C-50 / / 32� S• 3 1C) / m - - 305 SPILLWAY
/ - 304 C-SO PERMANENT SEEDINGS
o / / // // / / / / / /,'. 9 3ti _ _ \
/ / � / / 94I' "302 SEEDING SHALL CONSIST Of 1 LB PER 1000 SQUARE FEET OF SEED
CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND
B m 03 INSTALL AND -30(r SLOPE 10% PINK CLOVER OR ALFALFA, THE SEED MIX SHALL BE SPREAD BY
`�� MAINTAIN
C-50 STABILIZATION C-503 UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED
�! SILT FENCE BLANKET DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE
� / '� ,X'-"'�""' I \ CB-2B (48' DIA•) CB-18 (60" DIA.) APPLIED BY APPROPRIATE NYDROSEEDING METHODS, ALL SEEDED AREAS
/ /� / h / CB-4B (30" X 30") m SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE
m - 10 GEYSER RonD RIM: 315. 10' RIM: 315.15'
/ _1� /� / RIM: 318.79' TAX ID: 178.-1-32.1 (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA -TACK" OR
/ / O 6 00' 2 / INV IN: 314.61' (6') _ - ,,., i-- CB-3B (48" DIA.)\ LAN05 N/F OF INV IN: 312.40' (18") INV IN: 311.00' (24") EQUIVALENT•
/ / // .�' / RIM: 315.92' SARATOGA SPRING WATER CO. INV IN: 371.56' (6") INV IN: 311.60' (6")
INV OUT: 315.60' (15') / "
�-- / / INV IN: 313.15' (15") ZO(JING:INDUSTRIAL GENERAL trtT-c) INV OUT: 311.90' (24") INV OUT: 310.50' (30") : :?�:Q 9° ROCK, .. -
( r,: , .. -
/ _ -/- / / INV IN: 312.38' (6") USE LITE INDUSTRIAL MANUFACTURING -. % WHEN ENCOUNTERED, SHALL -BE;:UNDERCUT A MINIMUM OF 12 INCHES BELOW
®•'+ �50 2U E •1' - FINISHED GRADE; BACKFILL OVER"THE ROCK SHALL CONSIST OF 8 INCHES
5� HYDROSEEDING WILL INCLUDE INV OUT: 312.90' (18") - OF GRANULARF36L AN.� � 4. INCH ES; 0F..TOPSOIL.
/30 TACKIFIER IN ALL MIXES ON �-�
STEEP SLOPES, SEE SHEET C-161
FOR ADDITIONAL INFORMATION TEST PIT LOG INFILTRATION TEST LOG
PERFORMED BY: AARON VERA, P.E. PERFORMED BY: AARON VERA, P.E.
/� / / // / /,� / / •� DE -COMPACTION OF SITE SOILS PRIOR DATE: 05/07/2021 DATE: 05/07/2021
TO VEGETATING, SEE SHEET C-503
SOILS RESTORATION REQUIREMENTS TPI (313.00) PT#1 22-1/4" IN/HR.
FOR ADDITIONAL INFORh1ATIDN TOPSOIL 4"-16" TOPSOIL/FINE SAND PT#2 23-1/2" IN/HR.
16"-29" FINE SAND 30"-84" FINE SAND WITH SOME SILT WITH LITTLE TRACE •DESIGN RATE USED: 5" IN./HR.
NO SIGN OF S.H.G.W.
TP#2 (307.50)
0"-4" TOP SOIL
4"-12" TOP SOIL/FINE SAND WITH SOME SILT WITH LITTLE TRACE
12"40" FINE SAND WITH SOME SILT WITH LITTLE TRACE
40"-84" FINE SAND
NO SIGN OF 5.H.G.W.
--------------\--J-----------------------------j
STAGE lA
Approved under the authority
of a resolution adopted .
8,11111 by the
9.- IF. STABILIZATION BY SEEDING 'CANNOT'OCGUR DURING THE RECOMMENDED
SEEDING PERIODS TOPSOIL rILt,"AA0-MCAVATED MATERIALS AREAS
SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH
TIME AS EFFECTIVE SEEDVVZt4tL CCUR.
10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET
(25')'OF--ANY DITCH, STRFAM.OR OTHER'. SURFACE WATER BODY.
11. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL
BE SEEDED AND/OR MULCHED IMMEDIATELY.
12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS
PROJECT.
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
NONE
,Ve r 1 ty
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
SSE R I
ENTERPRISES,Muntmrmuniamer
INC.
.CO
ryrRA"O' 881 Murray Road
Middle Grove, NY 12850
518.584.6174
m untere nterp rises. com
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IT IS A VIOLATION OF NM YOM STATE EDUCATION LAN ARTICLE 145 FOR ANY
PERSON. UNLESS THEY ME ACTING UNTER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER TITS DOCUNENF IN ANY WAY, IF ALTERED, THE
ALTERING EIGINEER SHALL AFFIX TO TIE DOCUHFIR THEIR SEAL. PIE NOTATION
-ALTERED BY' FOLLOWED BY THEIR SIGNATURE. PIE DATE OF SUCH FUREATIOU, AIM
A SPECIFIC DESCRIPTION OF TIE ALTERATION.
COPYRIGHTDESIGNED ENGINEERING D.P.C. ALL RIGHTS RESERVED'
BY EAS
DRAWN BY: EAS
CHECKED BY: AD
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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GRADING, EROSION, AND
SEDIMENT CONTROL
C-121
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LANDSCAPE LEGEND
PROPOSED TREE
PROPOSED SHRUB
LAWN
+
{ {{'{" STEEP SLOPE MIX
{"i 4 i
LANDSCAPING SCHEDULE
SYMBOL
QTY.
SCIENTIFIC NAME
COMMON NAME
SIZE
DELIVERY/NOTES
AC
2
ACER RUBRUM
RED MAPLE
2.5 - 3" CAL
B&B
PT
2
POPULUS TREMULOIDES
QUAKING ASPEN
2.5 - 3" CAL
B&B
HM
20
HYDRANGEA MACROPHYLLA
HYDRANGEA"ENDLESS SUMMER"
3-5 GALLON
MS
30
MISCANTHUS SINENSIS
MAIDEN GRASS
24 - 30"
-AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTS'S TRIPLEX GENERAL MIX. OR APPROVED MIX, AT A RATE OF 5 LBS PER
1,000 SF. STARTER FERTILIZER (5-10-5) AT 40 LEISAND MULCHED WITH STRAW OR HYDROSEEDED.
-IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN.
-TEMPORARY IRRIGATION SHALL BE PROVIDED.
NATIVE STEEP SLOPE MIX WITH WITH ANNUAL RYEGRA55.
Q J
-52,750 SF, NSSM *NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS
ERNEST SEEDS - ITEM# ERNMX-181
/ PRODUCT: EROSIONS CONTROL & RE -VEGETATION
\ I SEEDING RATE: 60 LBS PER ACRE, OR 1.5 LB PER 1,000 SQ.FT
001"�\ HTTPS://WWW.ERNSTSEED.COM/PRODUCT/NATIVE-STEEP-SLOPE-MIX-WANNUAL-RYEGRASS/?ANCHOR=7
LANDSCAPING NOTES:
1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN.
2. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. IF
DURING THIS TIME ANY PLANTINGS ARE NO LONGER VIABLE, THEY SHALL BE REPLACED IN -KIND
AT NO EXPENSE TO THE OWNER.
m: GO SKYVIARD DRIVE
TAX ID: 178.-1-61 INGRESS EGRESS 3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, INCLUDING
t, AIDE LANDS N/F OF WATERING, STAKING, AND FENCE PROTECTION.
Nls• \ y\ __ MUNTER LAND HOLDINGS LLC '
710
`-30 50'.. \ \ ` "\� ZONING: INDUSTRIAL_ GENERAL (IND-G) `0` 4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD EXISTING
-� USE: VACANT INDUSTRIAL
Gc3 300' ` ` ` '�- ���- �� ���' — o / O PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE ADJUSTMENT OF ANY PLANT
04, 60' \ \ 4Y' ---- -- .FIA----- -- -- ,moo FM-----�°J LOCATIONS.
o\ \`\ -�_ --_-- -----------------FLd--- ------
_ Fd- - - 5. PLANTS SHALL BE DELIVERED ONLY WHEN THE' CONTRACTOR'5 SCHEDULE ALLOWS FOR THEIR
APPLY TOPSOIL, 64,000 SQ. FT. i INSTALLATION IN A REASONABLE TIME.
\ 40, \,;.� OF SEED AND MULCH TO ALL
FRO N07• _ - SKYWARD DRIVE a - - _ _
_ - _-.-. _ _ _ `_--_ - - - - - - - - DISTURBED NON SURFACE AREAS - - - _ - _ _ _ - _ _ _ , _ - _ - _ _ - - - - -' 6. ALL PLANTS SHALL BE WATERED IMMEDIATELY jJpOjJ DELIVERY AND EVERY THREE (3) DAYS
n � THEREAFTER UNTIL PLANTING,
NTSETBACk I C7j 38 —� .:... ;.:':
\ \ •-, ,,. w I _ ,,� �,.�r-�, �',.., Z' \ \ 7. ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED' BY THE"OWNER PRIOR TO
o
Lam„
.� 08 R�� -
ACCESS ANDBM ._: ....-, ,;� .. ., :� _... _ -�. ... "' •,. — .. i,,�. - • r
.. .... ..�!�P.. .. ...... .:....... .... .: ... LIVERY.
�I.E _ ..,. _ DE
<,.. - : - \
EASEASEMENT TO BE R N • .. ...: .. ... ... .,..� ... .., . ':y.
EfAI m BY - -:. .. : .. ......... ........ ... , ,... :... ;.. C-50
L OWNER
,. _ _ .,,. .m. AA_.... , ,..,. ,_ .., y,;. .E"..•„ ,.,6::-.!• <t n FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH '.1"•) LOWEft'THAT THE TOP OF
dop_PT
... _ ..... _N ........ ..... .:..> .. _ ....... .. .: ... ADJACENT CURBS OR WALKWAYS. -
.. .. ... .., ... .. .,. .-... ... '1.' F:
-.-. T• - z -�
ftft.. .. . . _ .... ....n...:.... .�..... _L� -
-+...: ... •_.... .,.. ... - ... _ ,. ,, .... •�^�'` '. F.. 9. All DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOftft
TED.
.... .
_
+ ,:.
h
SID + .. .:.........:...... . ,•,,; -, .......:.: :... ,.,.> .__.. -,.-q, , ..1. ... ..•..(.It J.�.,_ ,:..J. :t:. 1. :. D. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRESSIONS.
`y�� + } + •:^• •s;::.;i .,, tTF :.•,,:-J:'-Ni; :...! :+f:'I',!�I',--� _ 1. THE ADDITIVE OF TACKIFIER WILL BE ADDED TO ALL MIXES ON STEEP SLOPES.
+++
+ } c,
6.00, o + + ..:, ..: ,..... ,
loo' `
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+ + + 2so Io 10,0 SQ•
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+ FOR SEED MIX
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+ INFORMATION
+ L_� I }
+ + + + I
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+ + + t
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+ + + I 350' i' ,
f ++++++++ I yr w +
Ct GEYSER ROAD ti + } 40,' i 5
TAX ID: 178.-1-33.1 N +++} t ,G} - +;N+F} TAX
LrS
LANDS N/F OF LL, + } t . �/ •, / -
VAN HOLDINGS C A, / _ + i + TV NEIR
HALL HOLD S LL
a t
ZONING: INDUSTRIAL GENERAL (IND-G) N t + + + ZONING:INDUS
USE: CONVERTED RESIDEN iIAL } USE:
+ + i - >,; :,'y,` }�t U__
,may +++ + "' •!�:•. zl' 0t + + +
' +
' t++ + ++
+ i—` + +
+ + +
+
'+ +
+ ,:'., /� APPLY TOPSOIL & NATIVE STEEP SLOPE MIX ++}�+
(NSSM) TO ALL DISTURBED SLOPED SIDES + + ++
++ / + + + + +t+}++t+++++}+_�+.+-a'- ++*-++-+ + +' . ++-+++++}++ chit
' +++ = -++t++}++++++++++}++++}+.+}_+__++++ +++++++++}+++++++- +++++t+++} +
' t+A, �� + + + ++ + + + + +'+'-+ V_+ '-'++ + + + ++ + + + ++++ + + + +++t + + + +
03
' ++++ + + +++++++t+++++++++++REAR SETBACK+}++++++ ++••-+-++'++++ ++++++++++++++++++++++++++++++ + + } + + 1457.31'
+++t + + t + + ++}++t++ + + *+-+.F-++G'+ + + ++}+++++ + ++++++++ + +++++ +
++++++ + +++++++++++++++++++++++ + + + + }++ + + ++ + } } 1O GEYSER RnAO
+ Approved under ihe.authorlty
-oft
405. 00, IN ++++++++ +++ +++++ TA LANDS N/F 1OF 2.1 - 'Of3rASOIUUon$dopted-
+ + + + + SARATOGA SPRING WATER CO. -- B 27 'Z� .�!! ,,`
th
ZONING: INDUSTRIAL GENERAL (IND-G) ' : e .-
.E. USE: LITE INDUSTRIAL MANUFACTURING - (da
—� �, �....►"' 07• 01' 2o'E :. PlannfngBoardoftheCityofS OgaSprings
........... .. 2- 7 Z_ S Z..
. (dare grid) -' -
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
t y
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
/E00 NE.I
unter
•CONRRS C
NQ 881 Murray Road
Middle Grove, NY 12850
518.584.6174
muntere nterp rises. com
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gOFESSFONP
IT I5 A VIDIATIDII OF USE YOM STATE EDUCATION LAW ARTICLE 145 FOR NIY
PEMOU, UNLESS THEY ME ACTING UINER ME DIRECTION OF A LICENSED
PROFESSINIUL ENGINEER, TO ALTER MIS DOCUMENT IN Ntt NAY, IF ALTERED, ME
ALTEHIMENGINEER SHALL AFFI% TO THE DOCUMENT THEIR SEAL, ME NOTATION
-ALTERED BY' POLL AND BY THEIR SIGNATURE, TIE DATE OF SUCH ALTERATION, AIM
A SPECIFIC NESCNPTION OF TIE ALTERATION.
COPYMIMR . 2.21 VERITY E14GIIIEEM115 D.P.C. ALL 9I6HTS RESERVED.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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PLANTING PLAN
C-161
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+❑-
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...."INNINNININ'NNA
41 GEYSER P.OAD
TAX ID: 178.-1-33.1
LANDS N/F OF
VAN HALL HOLDINGS LLC
ZONING: INDUSTRIAL GENERAL (IND-G)
USE: CONVERTED RESIDENTIAL
N ' I
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\ \ 406.00,
REFERENCE
RP-33-99, RP-20-98, 9th Edition IESNA Lighting
Handbook. IESNA Handbook Tenth Edition shows for a
Medium Activity Lot 2.0 fc Average with a 3:1 avg/min
and a 14:1 max/min. Chapter 26, page 26.25.
BASIC ENHANCED SECURITY
SECURITY
HIGH SECURITY
BASIC
(IN CONSIDERATION OF
(SECURITY
(SECURITY
PARKING LOT DESIGN GUIDE
(FOR TYPICAL
PERSONAL SECURITY OR
LIGHTING FOR
LIGHTING FOR
CONDITIONS)
VANDALISM)
PUBLIC SPACES)
PUBLIC SPACES)
LUX i FC
LUX i FC
LUX ( FC
LUX i FC
MINIMUM HORIZONTAL
ILLUMINANCE
2 i 0.2
5 i 0.5
10 ( 1.0
30.60 1
(MEASURED ON SURFACE WITHOUT
3.0-6.0
SHADOWING FROM ANY OBJECT)
UNIFORMITY RATIO
20:1
15:1
15:1
4:1*
(MAXIMUM -TO -MINIMUM)
(*AVG:MIN)
MINIMUM VERTICAL ILLUMINANCE
(FOR FACIAL RECOGNITION AT
12-60
5' ABOVE THE PARKING SURFACE
1.0 ( 0.1
2.5 1 0.25
5-8 i 0.5-0.8
1.2-6.0
AT THE POINT OF LOWEST
HORIZONTAL ILLUMINANCE)
LIGHTING SCHEDULE
SYMBOL
QTY.
LABEL
ARRANGEMENT
MOUNTING HEIGHT
TOTAL WATTS
MODEL
9-0
12
GLEON
SINGLE
35 FT.
166
GLEON-SA3C-740-U-T4W
8
3
WP-A
WALL
19 FT.
40
WPMLEDIO
O '�
7
WP-B
WALL
19 FT.
80
WPMLED25
*CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS,
COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER.
If
DO SKYVIARD DRIVE
TAX ID: 178.-1-61
LANDS N/F OF
MUMER LAND HOLDINGS LLC
MI NGANDUSTRIAL GENERAL (IND-G) `0
USE: VACANT INDUSTRIAL
FM
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A
.�,W+",pi�+ iY+� SARATOLA SPRING WATER CO.
ZONINGJNDUSTRIAL GENERAL (IND-G)
USE: LITE INDUSTRIAL MANUFACTURING
34i0.1513,0+0.1330.13 ❑�❑;+❑�❑'l
Approved underthe authorityr"
of are olution adopted
7. x/ eythe
(dat ...... ._._,
Planning Board of the City of Sara ng
I
ate Si ed) z" _
13G. 42G.❑9i0,❑+G.❑5 ,❑
NOTES:
NOTE:
❑8+❑.❑+❑.❑5G.❑5❑.❑4 .❑
:1
.❑thT-
•(1++•r�
1. CONCRETE SHALL
BE RUBBED SMOOTH ON ALL EXPOSED
SEE SHEET C-191 FOR FIXTURES,
❑SG.Gc�G ❑4G p4G G .G
•❑�
SURFACES OF BASE. APPLY EXTERIOR FINISH SYSTEM
"DECO
FIXTURE AND POLE COLOR AND POLE
0313.03p.0313.1130 ,❑ ❑
❑�
COAT-X"
TO EXPOSED PORTIONS OF CONCRETE.
STYLE SHALL BE SPECIFIED BY OWNER.
COORDINATE SELECTION WITH ENGINEER
p3❑ p3❑ p3❑•p2❑•❑ ❑
2. CENTERLINE OF
POLE 3' OFF EDGE OF PAVEMENT
PRIOR TO INSTALLATION.
'
3��
(UNLESS INDICATED
OTHERWISE ON PLAN).
G5G,❑3G,❑3G,030,❑ p,❑
1�❑•❑5nn ❑4nn ❑3 ❑
+ •Y'• •Y" +❑' +❑I'❑
'❑
3. COORDINATE WITH OWNER FOR POLE REQUIREMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING
r1 r�L ❑
43p•❑+G'❑+G•p3-Y"
�y�-•�(�
•❑•W""
PROPERLY SIZED
POLES FOR THE FIXTURES
i"
1+G.❑1+0.❑5G.❑30.
,❑
SPECIFIED.
+❑�a
'19 rl
0,1
24 1r+❑ ❑7 ❑+❑' 3.IA ❑3
,1 T2
LIGHT FIXTURE
22p,420,❑+G,❑5G, 3G�❑2
,1 LA
WINBR
2+,.12❑.❑+G.❑4�, 3GjjG2
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POLE
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2+G•4+❑•❑+❑ ❑r'+❑ ❑3❑❑3
'❑�
(HEIGHT = 35.0 FT.)
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GIVID
4 0, ❑9G111
,06i0,G50 030,I❑3
GIG,❑4
REINFORCED HANDHOLE W/
4 ❑ ❑+❑ pS13 ❑+❑ p30. p2
r,r' .gym
COVER AND GROUNDING
❑•1. •p6iA•❑ru+❑•p4 •p3❑•�3-�y,«I,.L�+�
°
MATCHING LIGHTPOLE BASE COVER
❑+❑. . 3❑.❑+13 3•t0
❑5
N
+
G7 ❑5 ❑ . r1G3❑
�G+B'
❑a
s
4- ANCHOR BOLTS WITH
THREADED END GALVANIZED
•Y'
p6+❑'G40 113G'p3+G•❑2G'G2❑
ng
"�""z
H
(3/4"e x 17" x 3") TYPICAL
G5G,G340,GX-02G,❑4
3/4" CHAMFER
0
SEE
7-
DETAIL A
30" EXPOSED
POLE BASE
/� J �•` ;:,` ,p �,�,
DETAIL "A"
CONDUIT, STUB UP INSIDE POLE
CONCRETE BASE CONSTRUCTION
48" \ �;:,.
24" x 24" CONCRETE BASE
GRAVEL
rt- ;'.
a>:(9000,PSI AIR ENTRAINED) W/
BACKFILL
\>
,._'LJ�y�\�
4 NO. 5 VERTICAL W/-`NO. 5
!" TIES •.AT-: 12",..O.C. ,VERTICAL
MATERIAL
(COMPACTED)
gUBGRARE=UNDISTURBED
CRUSHED
OR! COMPACTED'TO 90%
AGGREGATE BASE,
_
--'STANDARD: PROCTOR -
COMPACTED NYSDOT
.
ITEM 203.07
:. -. ' ---E:e.:.::;.�;:-< .- Sw�,•�":E+',---`-a.-�'
01
Light Fixture and Pole_
Base -Detail
GRAPHIC SCALE -
( IN FEET )
1 inch = 50 ft.
,Ve r /I ty
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
GEN E Rqf
ENTERPRISES, INC.
coNTRAC1o"
881 Murray Road
Middle Grove, NY 12850
518.584.6174
m u ntere nterp ris es. com
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ROPES
SIONP
IT 15 A VIOLATION OF AN YOM STATE EDUCATION LAN ARTICLE 145 FOR ANY
PERSON. UNLESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALT" ➢RS DOCUMENT IN ANY NAY. IF ALTERED. THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL. THE NOTATION
-ALTERED BY- FOLLOWED BY THEIR SIGNATURE. PIE DATE OF SUCH ALTERATION, AIM
A SPECIFIC DE IRIPTIOII OF TILE ALTERATION,
COPYRIGHT < 21321 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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SIGN, SEE PLANS FOR FOR
TYPE, FASTEN WITH BOLTS,
NUTS, AND WASHERS OF
ALUM. OR HOT -DIPPED
GALVANIZED STEEL
MINIMUM 7'-0" FOR SIGN POST, 2" CARBON STEEL
SINGLE SIGN, IF U-POST, PAINTED WITH GREEN
MULTIPLE SIGNS ARE ENAMEL OR GALVANIZED STEEL,
MOUNTED, 8'-0" MIN. TO 3/8" HOLES AT 1" O.C.
BOTTOM OF HIGHER SIGN,
5'-0" TO BOTTOM OF
LOWER SIGN
FINISHED GRADE
'ILL WITH SOIL
ol\ Sign Post Detail
-501 N. T. S.
NOTES:
1. CONCRETE SHALL HAVE A 28-DAY
COMPRESSIVE STRENGTH OF NOT LESS
THAN 4,000 PSI.
2. REFER TO SITE PLAN FOR TRANSITION
LOCATIONS. ALL PROPOSED CURBING �/
ORALL WITH A TERMINATE
MTRANSITION.STUNLESSE 6" III)
SPECIFIED NO CURBING SHALL REVEAL,
TERMINATE AT ITS FULL HEIGHT. TYP.
CONCRETE SIDEWALK
(SEE DETAIL THIS SHEET)
OR LANDSCAPED AREA
COMPACTED SUBBASE,
NYSDOT TYPE 2
EDGE C
8" MIN
STAI
EDGE
5"W X 18"H PRECAST
OR CAST -IN -PLACE
(SLIPFORM) CONCRETE
CURBING
7'
"RESERVED PARKING"
SIGN OR "NO PARKING
ANY TIME"
2" ALUMINIUM POST
I I(i 30"
111.1
fI 11.I
�,I 1 i
�4
12"- ^•'
POST BASE DETAIL
UNIFORM
TRANSITION
TRANSITION
Y2" CORNER RADIUS
os Concrete Curb
NC-50V N.T.S.
SLOPE CONCRETE
AWAY FROM POST
/- PAVEMEN
/ SURFACE
"NO PARKING ANY �\
TIME" SIGN, TYP. \
"RESERVED PARKING"
SIGN, TYP.
x SIDEWALK, SEE
PLANS
18' 2' D.C.
4" WIDE BLUE
(, STRIPES, DIAGONAL
STRIPES AT 45'
8' MIN. OR I I I 8' MIN. OR ANGLE, 2' O.C.
PER PLANS PER PLANS
TYPICAL ACCESSIBLE PARKING LAYOUT
NOTE: CROSS SLOPE NOT TO EXCEED
1.5% IN ALL DIRECTIONS IN
PARKING SPACES AND ACCESS
AISLES
ME
ACCE SIBLE II, R7-8a
R7-1
TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE
oz Accessible Parking
-501 N.T.S.
EXISTING OR PROPOSED
ASPHALT PAVEMENT
EARTH
JOINT EXPANSION (TO
BE USED AT FACE OF
BLOGS, CURB, ETC.)
s
1/2"---�16 PREMOLDED BITUMINOUS
EXPANSION JOINT FILLER,
FULL DEPTH w/SEALANT
EXPANSION JOINT DETAIL
PITCH SIDEWALK ?g"/FT.
AWAY FROM BUILDINGS
AS NOTED ON
SMOOTH
FINISH
1" MIN. I" MIN.
CONTROL
JOINT
TOOLED CONTROL JOINT DETAIL
X
. X
.A .. 2,
2„
6,I
MIRAFI 140N OR
SECTION "A"
NYSDOT SUB -BASE
APPROVED EQUIVALENT
COURSE TYPE 4
5"x6" W1.4xW1.4
WELDED WIRE MESH
TOOLED CONTROL JOINTS
6' O.C. X 1}" DEEP,
( D
Y
SEE DETAIL ABOVE
4,000 PSI CONCRETE BROOM FINISH
PLAN
NOTES:
1. FINISH CONCRETE EDGES WITH 1/4" RADIUS
EDGING TOOL.
2. MAGNESIUM FLOAT FINISH CONCRETE
PERPENDICULAR TO DIRECTION OF TRAVEL TO
PRODUCE UNIFORM SURFACE.
2" TOP COURSE, 12" SUBBASE,
NYSDOT TYPE 6 NYSDOT TYPE 2,
4" BINDER ITEM 304.12
1.5" TOP COURSE, COURSE, NYSDOT
NYSDOT TYPE 6 TYPE 3 HEAVY
DUTY
2.5" BINDER COURSE,
ASPHALT
NYSDOT TYPE 3 ASPHALT GRAVEL
12" SUBBASE,
NYSDOT TYPE 2,
ITEM 304.12
STABILIZATION
FABRIC
FABRIC
COMPACTED SUBGRADE,
NOTES: SEE NOTE #4
1. HEAVY DUTY ASPHALT TOP COURSE - 2" AFTER COMPACTION. NYSOOT ITEM 404.128301 - 12.5 F3 TOP COURSE WMA 80 SERIES COMPACTION
2. HEAVY DUTY ASPHALT BINDER COURSE - 4" AFTER COMPACTION. NYSDOT ITEM 404.258901 25 F9 WMA, 80 SERIES COMPACTION
3. ASPHALT TOP COURSE - 1-1/2" AFTER COMPACTION. NYSDOT ITEM 404,128201 12.5 F2 TOP COURSE WMA 80 SERIES COMPACTION
4. ASPHALT BINDER COURSE - 2-1/2" AFTER COMPACTION. NYSDOT ITEM 404.258901 19 F9 WRA, BO SERIES COMPACTION
5. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557.
6. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE
ENGINEER.
7. SUBBASE COURSE SHALL HAVE NO MORE THAN (74) SEVEN PERCENT BY WEIGHT FINER THAN NO. 200 SIEVE.
B. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE SUBGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95% OF
THE MAX. DENSITY ASTM D-1557. THE ENGINEER SHALL INSPECT THE SELECT FILL PRIOR TO PLACEMENT.
9. STABILIZATION FABRIC SHALL BE MIRAFI 50OX OR APPROVED EQUIVALENT
06 Pavement Section
\C-50V N.T.S.
METER X 8' CEDAR STAKE
GROUND TO LOWEST BRANCHES
STRAND OF 12 GAUGE GALVANIZED
TWISTED (THREE GUYS PER TREE,
120" APART), LOCATE 6" FROM
STAKE UP TO LOWEST BRANCHES
HOSE
DN GUARD
ALL TWINE AND STRAPS, CUT AND
BURLAP AND WIRE CAGE FROM TOP
ROOTBALL, REMOVE ALL SYNTHETIC
ALS, IF NECESSARY CAREFULLY
SOIL TO EXPOSE ROOT CROWN
EXPANSION (ISOLATION)
JOINTS SPACED NOT MORE
THAN 20' APART AND
BETWEEN SIDEWALK AND
FOUNDATIONS, PROVIDE'2" X
5" BITUMINOUS JOINT
FILLER, SEE DETAIL ABOVE
03 Concrete Sidewalk
C-50 N.T.S.
FINISHED
GRADE, SEE
GRADING PLAN
12
ASPHALT WEDGE
CURB, USE TOP
COURSE MATERIAL
TOP COURSE, SEE
PAVEMENT DETAIL
BINDER COURSE,
SEE PAVEMENT
DETAIL
SUBBASE, SEE
PAVEMENT DETAIL
07 Asphalt Curbing
501 N.T.S.
8" MIN. --�I--5'0" MIN.-�I- 6'8" MIN.
" MAX. REVEAL
60"X60" MIN.
LANDING
J" MAX. REVEAL
CONCRETE CURBING
NOTES:
1. ALL RAMPS SHALL CONFORM TO ALL APPLICABLE FEDERAL AND STATE
CODES, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA).
2. ALL RAMPS WERE DESIGNED WITH A RUNNING SLOPE OF 7.5096 AND A
CROSS SLOPE OF 1.50%, AS -BUILT RAMPS SHALL HAVE RUNNING
SLOPES LESS THAN 8.3396 AND CROSS SLOPES LESS THAN 2.00%
3. FOR ADDITIONAL INFORMATION REFERENCE NYSDOT 608-1 -
SIDEWALK AND CURB RAMP DETAILS
04 ADA Ramp
C -501 N.T.S.
SMOOTH
JOINT EXPANSION (TO FINISH
BE USED AT FACE OF 1" MIN. 1" MIN.
BLOCS, CURB, ETC.)
I 1j" MIN.
1/2"�Y� PREMOLDED BITUMINOUS TOOLED JOINT CONTROL
EXPANSION JOINT FILLER, 6" MAX O.C. X 3/4" JOINT
FULL DEPTH w/SEALANT DEEP EACH WAY
EXPANSION JOINT DETAIL TOOLED CONTROL JOINT DETAIL
WIDTH, AS NOTED ON PLAN
6' TRANSITION
CURB
FINISHED I - ,� ,v s.'-"''ems 4" _
GRADE CONSTRUCT EARTHEN BERM, GROUND LINE TO BE SAME X >( X '
4" HIGH, FLOOD WITH WATER AS AT THE NURSERY
/ ): TWICE IN FIRST 24 HOURS 3" SHREDDED HARDWOOD 20
I _ MULCH, EXTEND OVER BERM -
BREAK SUBSOIL ' l � 4" SHREDDED HARDWOOD MULCH, 12"
WITH A PICK ,- H Im�rrNl! EXTEND OVER BERM CONSTRUCT EARTHEN .'-.:.I�
_ /�'/�7jg•. - x.' ..,��y BERM, 4" HIGH \��\�C,/\\i�\\;\\��\\��\\\6�\�17
\\\.'���\���\\��\\��\\\\\.�\\��\\: .. .. ....,. , _ .
BACKFILL WITH NATIVE BACKFILL MIRAFI 140N OR A reV2d-UnCI�C.tflB aUthO�
2X ROOT BALL UNTIL LIFSETTS, WATERDO NEACHOT DYER PULL SOIL OR MULCH REMOVE % /� \//\y' REMOVE ALL TWINE AND STRAPS, APPROVED EQUIVALENT 8" - 4,500 PSI CONCRETE pp
BACK FROM ROOT CROWN CUT AND REMOVE BURLAP, REWIRE 6'x6' W2.9xW2.9 of a resolution adopted
CAGE FROM TOP 1/3 OF ROOTBALL, UNDISTURBED EARTH WELDED WIRE MESH
NOTES: REMOVE ALL SYNTHETIC MATERIALS "' IS/Z? by the
1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. NYSDOT SUB -BASE (datill--
2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING BREAK UP SUBGRADE 6" MIN. BACKFILL WITH PLANTING SOIL COURSE TYPE 4 Planning Board of City of a Springs;
SURE TO EXPOSE THE ROOT CROWN. MIXTURE IN 9" LAYERS. WATER NOTES: -
3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE FOOTBALL NOTE: EACH LAYER UNTIL SETTLED. DO
4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. PLANTING PIT SHALL BE TWICE THE NOT TAMP 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING TOOL.
6. WATER THOROUGHLY AFTER INSTALLATION. DIAMETER OF THE FOOTBALL OR SHALL /
7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. EXTEND A MINIMUM OF 6" BEYOND THE 2. MAGNESIUM FLOAT FINISH CONCRETE PERPENDICULAR TO S Z. 7 tZ
8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. FOOTBALL, WHICHEVER IS LARGER DIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE.te slg
os Tree Planting
C-501 N.T.S.
09 Shrub Planting
-501 N.T.S.
to Heavy -Duty Concrete Slab
\C-50V N.T.S.
IL p
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Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 verityeng.com
AIRMEN
RME <
Mntmrmunter
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ENTERPRISES, INC.
coyTRAI10"
881 Murray Road
Middle Grove, NY 12850
518.584.6174
m u nterenterprises. com
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IT 15 A VIOLATION OF HER YOM STATE EDUCATION LAW ARTICLE 145 FOR AIRPER5011. UNLESS THEY ME NETTING UNDER WE TRADITION OF A UC411SED
PROFESSIOML ENGINEER. TO ALTER THIS DOCUMENT IN MY WAY, IF ALTERED, TIE
ALTERING DRAINER SHALL AFFIX TO THE TONIGHT WEIR SEAL PIE NOTATIOU
BY THEIR SIGNATURE, IIIE DATE OF SUCH ALTEMTION, N10
'ALTERED BY' FOLLONEDDESCRIPTION
A SPECIFIC DES<IUPTI011 OF WE ALTERATION.
COPYRIGHT a 2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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iTORE ALL DISTURE
SURFACES IN KIND
TRENCH
BACKFILL
�
LESSER
OF
3*OD OR
OD + 24"~
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NOTE:
1. COMPACTED PIPE ZONE BACKFILL AND BEDDING TO BE
GRANULAR BEDDING PER SPECIFICATIONS OR A.O.B.E.
2. TRENCH BACKFILL TO BE SELECT FILL IN LAWN OR
NON -SURFACED AREAS, NYSDOT TYPE 2 SUBBASE FOR
PAVEMENTS AND HARDSCAPE AREAS,
3. ALL EXCAVATION AND TRENCHING SHALL COMPLY WITH
OSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETY
REGULATIONS,
.:�, Typical Utility Trench Detail
030- LENGTH
R
OR STORM SEWER
18" M1N. \� Mg1ry TO TOP OF WATER OTTOM OF MWER
CATCH BASIN FRAME AND
GRATE AS MANUFACTURED BY FINISHED GRADE, GRADE PER
NEENAH FOUNDRY COMPANY, SITE/GRADING PLAN DIRECTING
PATTERN NO. R-3561 DRAINAGE TO CATCH BASIN
GROUT FRAME
4" TO 12" OF GRADE
5.. ADJUSTMENT, USE
LIMIT OF NOTE: ° CONCRETE GRADE RINGS
EXCAVATION INSTALL INLET OR APPROVED EQUIVALENT
PROTECTION SIMULTANEOUS °Q
WITH INSTALLATION OF
CATCH BASIN PRECAST CONCRETE DRAINAGE
STRUCTURE AS MANUFACTURED
° BY FORT MILLER COMPANY
d
SEE UTILITY PIPE, AS SHOWN ON
SITE/UTILITY PLANS
a PLAN FOR SHAPE
AND SIZE
APPROVED GRANULAR BACKFILL
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY
12" SUMP, MIN.
12"
\\ MIN.
��- UNDISTURBED
SUBGRADE
INISEWER Mp1NI5TORM SEWER
WATER Mp
EMAIN
MIN TOP Of TER MAIN
SANITARY
18 DR STORM SEWER
TO BOTTOM
NOTE:
WHEN APPROPRIATE VERTICAL SEPARATION CANNOT BE ACHIEVED THE
CONTRACTOR SHALL CONSTRUCT ONE OF THE FOLLOWING OPTIONS:
1. WITHIN TEN FEET (10') OF CROSSING CONSTRUCT SEWER FROM
C-900 PVC PRESSURE PIPE. TEST TO 150 PSI TO ASSURE
WATER -TIGHTNESS.
2. ENCASE EITHER THE WATER MAIN OR SEWER MAIN IN A
WATER -TIGHT CARRIER PIPE. CARRIER PIPE MATERIAL SHALL BE
C-900 PVC PRESSURE PIPE OR C-906 HOPE PRESSURE PIPE.
os Sewer -Water Crossing
C-50 N.T.S.
RIP -RAP ON EACH
SIDE OF PIPE
TOP OF RIP -RAP TO
ELEVATION OF PIPE
CENTERLINE ON SIDE
SLOPES OF CHANNEL
T
FILTER FABRIC, MIRAFI
140N OR APPROVED
EQUIVALENT
SECTION
1:2
MAX.
RIP -RAP
END SECTIONS
FROM STRUC.
DIA.
(IN.)
INV
(FT.)
OPEJ(
(CFS)
dye
(IN.)
L.
(FT.)
W
(FT.)
T
(IN.)
CB -IA
18
311.40
9.33
MIN.
MIN.
MIN.
MIN.
CB-1B
30
309.50
28.32
MIN,
MIN,
MIN,
MIN.
RIP -RAP DIMENSIONS
Dye
(IN.)
dmx
(IN.)
NYSDOT STONE
FILL EQUIVALENT
MIN. BLANKET
THICKNESS, T
(IN.)
4
6
FINE (620.02)
12
6
9
LIGHT (620.03)
14
9
14
LIGHT (620.03)
20
12
18
MEDIUM (620.04)
27
15
22
MEDIUM (620.04)
32
18
27
HEAVY (620.05)
32
21
32
HEAVY (620.05)
38
24
36
HEAVY (620.05)
43
NOTES:
1. MINIMUM APRON LENGTH (LB) IS 6 FEET, THE MINIMUM APRON WIDTH (W) IS 7
FEET.
2. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES THE PIPE DIAMETER.
3. CULVERT INLETS SHALL BE INSTALLED WITH THE MINIMUM DIMENSIONS PROVIDED
UNLESS OTHERWISE NOTED.
4. MINIMUM RIP -RAP BLANKET THICKNESS (T) SHALL BE 12" UNLESS OTHERWISE
NOTED.
CATCH BASIN
GRATE
REINFORCE[
CORNER!
C(
AREA
LIFT
STRAPS
OVERFLOW PORTS,
REQUIRED
SILT SACK BY DANDY
PRODUCTS, INC. OR
APPROVED EQUIVALENT
DUMPING
STRAPS
CATCH BASIN INLET
oz Catch Basin
o3
Riprap Outlet Protection
Ba Insert Inlet Protection
C-50 N.T.S.
C-50
N.T.S.
C•50 N.T.S.
50' MIN.
STONE
I MOUNTABLE BERM
FILTER -/
(OPTIONAL)
CLOTH
PROFILE
SPACING VARIES
EXISTING
DEPENDING ON
GROUND 50' MIN.
CHANNEL SLOPE
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CUTOFF TRENCH
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18" WIDE "\\7i ----
24"
SLOPE �'�\>ii�\\
12' MIN. 12' MIN. EXISTING
6" DEEP TOE
CENT R
\A%\
PROFILE
z
E
B
PLAN VIEWSc��
H (FT)
X = SLOPE (FT/FT)
1.
STONE SIZE - USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
SOLID COVER TO BE LABELED
FILTER '.
2.
LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
FINISHED
"SEWER" FOR SANITARY SEWER AND
FABRIC CUTOFF TRENCH 2 2
Fe
FOOT MINIMUM LENGTH WOULD APPLY).
GRADE
"STORM" OR "DRAIN" FOR STORM
SEWER OR ROOF LEADERS
B DESIGN BOTTOM lr 1
w
D
3.
THICKNESS - NOT LESS THAN 6 INCHES.
SECTION A -A
N
(off
4.
WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4.
"''F45'BEND
�"
_'
INGRESS OR EGRESS OCCURS. 24 FOOT IF SINGLE ENTRANCE TO SITE.
1 .181 1 �o
FILTER FABRIC 1 18"
5.
GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
CCLEANOUT
ADAPTER
AND PLUG
o
SECTION B-B
6.
SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
CONSTRUCTION SPECIFICATIONS
ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A
ICLEANOUT
FRAME, MODELMOUNTABLE
BERM WITH 5:1 SLOPES WILL BE PERMITTED.
#18111 AS MANUFACTURED BY
1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND
GENERAL FOUNDRIES, INC.,
LOCATIONS SHOWN IN THE PLAN.
7.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
NORTH BRUNSWICK, NJ
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. ALL4"
CONCRETESEDIMENT
2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE
TERMITE BLOCKS
BEND, TYP.
DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
REMOVED IMMEDIATELY.
FOR SUPPORT45°
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING
8.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND
- - -
THEDAM.
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.AROUND
- -4.
PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH
9.
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
STONE OR LINER AS APPROPRIATE.
RAINFALL EVENT.
PVC (SIZE
WYE
PER PLAN)
5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS
ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2
ACRES.
06 Construction Entrance
C-50 N.T.S.
o7 Sewer - Cleanout
C-50 N.T.S.
Be Check Dam
C-50 N.T.S.
Approved under the authority
of aresolution adopted
B 27 A t-by- the
(del
Planning Board of the City of Sar ga
Springs.
'lie ri t y
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 1 verityeng.com
oEN E R'9<
munter
B N T R R P R i 5 6 5, I N C.
co
?_RACK°�y 881 Murray Road
Middle Grove, NY 12850
518.584.6174
m unterenterprises. com
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IT 15 A VIOLATION OF ILEX YON. STATE E➢UCATION LAN ARTICLE 145 FOR ANY
PER5011. UNLESS THEY ARE ACR11G ORDER THE OIDERIOR OF A LICEIISED
PAS, FE55IDIAL FOGIREER, TO ALTER THIS DOCORCHT Ill Alb HAY, IF ALTERED, THE
ALTERIRG EIIGIIIEER SHALL AFFIX TO THE DOCNEUT THEIR SEAL. THE NOTATIOH
'ALTERED BY' FOLLONED BY THEIR SIGMNRE, THE DATE OF SUCH ALTERATIOU, AIM
A SPECIFIC DESCRIPCIGH OF THE ALTERATIO11.
COPYROWEIIGI O.P.C. ALL RIGHTS RESERVED.
.FERING
DESIGNED EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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DETAILS (2)
C-502
8of 10
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EARTH EMBANKMENT ( IV
W
OUTLET PROTECTION'
SIZING
ST#1
ST#2
/
BARREL DIAMETER (IN):
12
12
C
RISER DIAMETER(IN):
12
12
DRAINAGE AREA (AC):
0.8
0.8 ALL SLOPES 2:1
DESIGN VOLUME (CF):
1,500
1,500 OR
FLATTER
RIPRAP
PROTECTION
CONSTRUCTION SPECIFICATIONS:
r
r
V LY
W
(�4.0'MIN,
M IN.
1.0'
'j- ACCEPTABLE PROVIDE
TI WATER TIGHT WATERTIGHT
JOINT CONNECTION
10.0'
EMBANKMENT SECTION THRU RISER
EXCAVATE IF NECESSARY
FOR STORAGE
* RISER EMBEDDED 9" INTO CONCRETE
OR
1/4" METAL PLATE WELDED ALL AROUND.
RISER
o" TO" HARDWARE CLOTH
e WITH FILTER FABRIC
° 12" SECURELY FASTENED
°
+1
W -►I
W = DIAMETER
OF RISER (>24")
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND
10.
THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE
STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA
(1) INCH DIAMETER HOLES OR SLITS SPACED SIX (6) INCHES
SHALL BE CLEARED.
VERTICALLY AND HORIZONTALLY AND PLACED IN THE CONCAVE
PORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF
(6) INCHES OF THE HORIZONTAL BARREL.
ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER -SIZED
STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE
11.
THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCH
MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY
HARDWARE CLOTH WIRE THEN WRAPPED WITH FILTER CLOTH
TRAVERSING WITH EQUIPMENT WHILE IT IS BEING
(HAVING AN EQUIVALENT SIEVE SIZE OF 40-80). THE FILTER
CONSTRUCTED.
CLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHEST
HOLE AND SIX (6) INCHES BELOW THE LOWEST HOLE. WHERE
3.
VOLUME OF SEDIMENT STORAGE SHALL BE 1,800 CUBIC FEET
ENDS OF THE FILTER CLOTH COME TOGETHER, THEY SHALL BE
PER ACRE OF CONTRIBUTORY DRAINAGE.
OVER -LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS,
4.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS
12.
STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
FILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BE
TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT
PLACED AT THE TOP AND BOTTOM OF THE CLOTH.
SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
13.
FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND
COMPACTED IN FOUR (4) INCH LAYERS. A MINIMUM OF TWO
5.
THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND
(2) FEET OF HAND COMPACTED BACKFILL SHALL BE PLACED
REPAIRS MADE AS NEEDED.
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH
CONSTRUCTION EQUIPMENT,
6.
CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A
MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.
14.
THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASE
OR STEEL PLATE BASE TO PREVENT FLOTATION. FOR CONCRETE
7.
THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN
BASED THE DEPTH SHALL BE TWELVE (12) INCHES WITH THE
THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
RISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUM
THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY
8.
ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1
A CONTINUOUS WELD AROUND THE BOTTOM TO FORM A
OR FLATTER.
WATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEET OF
STONE, GRAVEL, OR TAMPED EARTH ON THE PLATE.
9.
ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.
B1 Sediment
Trap
_Pipe Outlet
C-503
N.T.S.
TOP OF SPILLWAY
(IB#1)ELEV:310.00
TOPSOIL, SEED
& MULCH
RIP -RAP, NYSDOT
LIGHT STONE FILL,
12" MIN. DEPTH
TOPSOIL, SEED & MULCH
RIP RAP NYSDOT
LIGHT STONE FILL
FILTER FABRIC MIRAFI
140N OR APPROVED 1 3
EQUIVALENT �M1
OUTFALL
TOP OF BASIN
(IB#1)ELEV:311.00
PROFILE
L
OP OF BASIN
#1)ELEV:313.00
5'
INFILTRATION BASIN
1
SECTION
DRAINAGE A EARTHEN BERM, SAND
SWALES, STORM BAGS, STONE, OR
DRAIN INLETS, 0-0-0o - e -i OTHER STRUCTURAL
WETLANDS, 100' MIN, TYP
APPURENANCE
STREAMS AND o
OTHER SURFACE e
WATERS CONCRETE WASHOUT AREA
e 48' MI . MINIMUM 8'x8'x2'
H e (LxWxD)
FENCE
e
eI
SIGN IDENTIFYING �_ o - 2L
SITE AS A CONCRETE
WASHOUT AREA 10' WIDE CRUSHED STONE
PAVED ROADWAY C o ENTRANCE FROM PAVED ROAD TO
WASHOUT AREA
i-FENCE ��
2 7
2MIN.
PLASTIC LINER ANCHORED
BEYOND TOP OF PIT WITH
EARTHEN BERM, SAND
BAGS, STONE, OR OTHER
STRUCTURAL APPURENANCE
MAX. C. TO C.
A� PAVED ROADWAY
- CONCRETE WASHOUT AREA
MINIMUM 8'x8'x2' DEEP
II12" NO. 1 CRUSHED STONE
FROM PAVED ROAD TO
-PLASTIC LINER WASHOUT AREA
IOMILS MINIMUM SLOPE TO FACILITY
SECTION A -A
PERSPECTIVE VIEW
36" MIN. FENCE POST
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE W/ MAX. 6" MESH SPACING)
WITH FILTER CLOTH
NOTES:
1. FOREBAY TO RECEIVE 12" CLAY LINER, (MINIMUM 5096 PASSING THE
#200 SIEVE AND A MAXIMUM PERMEABILITY OF 1 X 10-5 CM/SEC)
MATERIAL TO BE APPROVED BY THE ENGINEER.
2. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN
SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTED
TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A
UNIFORM VEGETATIVE COVER WITH A DENSITY OF 8096 OVER THE ENTIRE
PERVIOUS SURFACE HAS BEEN ESTABLISHED.
3. REFER TO SHEET C-121 FOR AREAS OF FILL. ALL PLACED FILL SHALL
HAVE A MINIMUM INFILTRATION RATE OF 10"/HR.
4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO
PLACEMENT.
5. 10,300 SF, - ERNEST SEEDS - ITEM# ERNMX-127
PRODUCT: RETENTION BASIN WILDLIFE MIX
SEEDING RATE: RATE: 20 LBS PER ACRE, OR 0.5 LB/1,000 SQ.FT
6. 1,800 SF, - ERNEST SEEDS - ITEM# ERNMX-183
-
- TOP OF SPILLWAY
PRODUCT: NATIVE DETENTION AREA
MIX
TERMINATE RIP -RAP
(IB#1)ELEV:312.00
SEEDING RATE: 20 LBS PER ACRE,
OR
0.5 LB/1,000 SQ.FT
AT EXISTING GRADE
NOTE:
7. AREAS INDICATED AS LAWN SHALL
BE
SEEDED WITH LOFTS'S TRIPLEX
EMERGENCY SPILLWAY
RIP -RAP SHALL BE GROUTED IN PLACE.
GENERAL MIX. OR APPROVED MIX.
AT
A RATE OF 5 LBS PER 1,000
SF., STARTER FERTILIZER (5-10-5)
AT 40 LBS AND MULCHED WITH
STRAW OR HYDROSEEDED.
ERNEST SEEDS SPILLWAY
f
TOP OF BASIN
ITEM# ERNMX-183 5 FT. WIDE ERNEST SEEDS -
SEE NOTESITEM# ERNMX-126
�- SEE NOTES
-333
--
RIP -RAP SPILL WAY • + } +
ELEV.: 310.00 }
+
+ + '+' } + } + '}' '+'
+ T + + + + + + + + +
++ + + + + + + + ++ + } +
FOREBAY + } INFILTRATION + + + + + +
+ +-+' + + + BASIN + + + + +-+' + + + +
INLET, SEE SHEETSC-121 +++ }i'+-+++ }+ + +
71,
•.�.-..., LAWN SEED TOP OF BASIN-
5 FT. WIDE BERM
ELEV.: 313.00
RIP -RAP WEIR RIP -RAP SPILLWAY
ELEV: 310.00 ELEV: 312.00�
315
1-YR 10-YR-25-YR- - 100-YR
310 1` . . ,. ..
..1 INFILTRATION BASIN
305 FOREBAY
12" CLAY LINER, PERMANENT
SEE NOTE #1 POOL
os Infiltration Basin
C-503 N.T.S.
OBSERVATION
WELL, SEE DETAIL
THIS SHEET
WATER QUALITY NOTES:
REFER TO THE STORMWATER POLLUTION
PREVENTION PLAN AND STORMWATER
MANAGEMENT REPORT FOR WATER QUALITY
CALCULATIONS.
INFILTRATION BASIN #1
RRv REQ'D: 9,452 FT3 (0.217 at.)
RRv PROVIDED: 16,209 FT3 (0.372 at.)
WQB REDID: 17,480 FT' (0.401 at.)
WQV PROVIDED: 17,480 FT3 (0.401 af.)
- 315 STORM ELEVATION VOL. (CF)
311 1-YR 310.12 10,270
310 10-YR 310.84 21,863
305 25-YR 311.07 25,889
100-YR 311.80 39,534
FLOW
�
COMPACTED SOIL
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND.
4" L�-
SECTION VIEW
4" PEA GRAVEL OR
RIVER STONE
BASIN/POND BOTTOM -�
UNDISTURBED
MATERIAL
CLEAN WASHED #2
STONE
NOTE:
ALL CONCRETE WASHOUT FACILITIES SHALL
BE CONSTRUCTED IN ACCORDANCE TO THE
2016 NEW YORK STATE STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL MANUAL, SECTION 2, PAGE 2.24:
STANDARD AND SPECIFICATION FOR CONCRETE
TRUCK WASHOUT.
MAINTENANCE:
1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR
LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED
IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE
SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP.
2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 7596 OF THE STORAGE
CAPACITY OF THE STRUCTUREI FILLED, ANY EXCESS WASH WATER SHALL BE
S
PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
3. DISPOSE OF THE HARDENED MATERIAL OFF -SITE IN A CONSTRUCTION/DEMOLITION
LANDFILL. ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND
ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD
BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2)
FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO
PREVENT EROSION.
4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT
FACILITY,
5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES
ARE TAKING PLACE IN NON -DESIGNATED AREAS.
o2\ Concrete Washout
C -503 N.T.S.
-WOVEN WIRE FENCE
(MIN, 14 1/2 GAUGE
W/ MAX. 6" MESH SPACING)
36" MIN, LENGTH FENCE
POSTS DRIVEN MIN. 16" CONSTRUCTION SPECIFICATIONS
INTO GROUND.
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES OR STAPLES. POSTS SHALL BE STEEL EITHER 'IT" OR "U" TYPE OR
HEIGHT OF FILTER HARDWOOD.
16" MIN.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
" MIN. WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL
20"MIN.
i- UNDISTURBED GROUND
16"MIN.
BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVER -LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE
EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED
EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN "BULGES" DEVELOP IN THE SILT FENCE.
03 Silt Fence
C -5o3 N.T.S.
6" PVC THREADED CAP,
FLUSH WITH GROUND
SURFACE
FILTER FABRIC,
MIRAFI 140N OR
APPROVED EQUAL
j\`�bta� . 'j�PERFORATED 6"
//� PVC PIPE
%/� \/\
SAND FILTER 6"-8" SET PIPE ON BRICK
MIN. OR CONCRETE BLOCK
e6 Observation Well
C - 5 0 3/ N.T.S.
0.080"
ALUMINIUM SIGN
PANEL, BAKED
ENAMEL FINISH
STEEL POST,
2" U-CHANNEL
WITH jg" HOLES
AT 1" O.C.
SLOPE TOP OF
CONCRETE BASE
STORMWATER MANAGEMENT PRACTICE
INFILTRATION BASIN
PROJECT IDENTIFICATION:
SPDES NYR_
MUST BE MAINTAINED IN
ACCORDANCE WITH 0&M PLAN
NO NOT REMOVE OR ALTER
NOTES:
1. COORDINATE WITH DESIGN
ENGINEER TO OBTAIN PROJECT
IDENTIFICATION NUMBER.
2. IN LIEU OF A SEPARATE POST
AND BASE SIGNAGE MAY BE
MOUNTED TO NEARBY FENCING
OR LIGHT POLES USING
STAINLESS STEEL BAND CLAMPS
FINISHED GRADE
2,500 PSI CONCRETE
ANTI -CORROSIVE COATING
ON PORTION OF POST IN
° CONTACT WITH CONCRETE
aff
4
Stormwater Management Signage
SOIL RESTORATION REQUIREMENTS
SOIL RESTORATION
TYPE OF SOIL DISTURBANCE
REQUIREMENTS
COMMENTS/EXAMPLE
NO SOIL DISTURBANCE
RESTORATION NOT PERMITTED
PRESERVATION OF NATURAL
FEATURES
MINIMAL SOIL DISTURBANCE
RESTORATION NOT REQUIRED
CLEARING AND GRUBBING
HSG A & B: APPLY SIX INCHES
AREAS WHERE TOPSOIL IS
(6") OF TOPSOIL
PROTECT AREA FROM ANY
STRIPPED ONLY - NO CHANGE IN
ONGOING CONSTRUCTION
GRADE
HSG C & D: AERATE` AND APPLY
ACTIVITIES
SIX INCHES (6") OF TOPSOIL
HSG A & B: AERATE* AND APPLY
SIX INCHES (6") OF TOPSOIL
AREAS OF CUT OR FILL
HSG C & D: APPLY FULL SOIL
RESTORATION'S
HEAVY TRAFFIC AREAS ON SITE
KEEP CONSTRUCTION EQUIPMENT
FROM CROSSING THESE AREAS.
(ESPECIALLY IN A ZONE 5-25
APPLY FULL SOIL
TO PROTECT NEWLY INSTALLED
FEET AROUND BUILDINGS BUT
RESTORATION** (DE -COMPACTION
PRACTICE FROM ANY ONGOING
NOT WITHIN A 5 FOOT
AND COMPOST ENHANCEMENT)
CONSTRUCTION ACTIVITIES
PERIMETER AROUND FOUNDATION
CONSTRUCT A SINGLE PHASE
WALLS)
OPERATION FENCE AREA
RESTORATION NOT REQUIRED,
AREAS WHERE RUNOFF REDUCTION
BUT MAY BE APPLIED TO
OR INFILTRATION PRACTICES
ENHANCE THE REDUCTION
ARE APPLIED
SPECIFIED FOR APPROPRIATE
PRACTICE
SOIL RESTORATION** IS
REQUIRED ON REDEVELOPMENT
REDEVELOPMENT PROJECTS
PROJECTS IN AREAS WHERE
EXISTING IMPERVIOUS AREA
WILL BE CONVERTED TO
PERVIOUS AREA.
* AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR -DRAWN IMPLEMENTS WITH COULTERS
MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THE
SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER.
** SOIL RESTORATION PER "DEEP RIPPING AND DE -COMPACTION, DEC 2008."
https://www.dec.ny.gov/docs/water_pdf/infildecom08.pdf
NOTE:
STOCKPILE HEIGHT
NOT TO EXCEED 16' 772
�t SLOPE OR LESS
S\
SLOPE
LOPE \.
SILT FENCE
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT
DRY AND STABLE. FENCE.
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 2 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO
DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER
3. SILT FENCE SHALL BE PLACED 10-FEET DOWNSLOPE OF TO EROSION AND SEDIMENT CONTROL PLAN,
EACH PILE. UPON COMPLETION OF SOIL STOCKPILING,
TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH
IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS.
oa Soil Stockpile Stabilization
nirc
BURY ENDS OF
BLANKET, TYP
N II
NOTES: GRADE SLOPE
1. ANCHOR BLANKETS AT TOP OF
SLOPE IN 6" DEEP x 6" WIDE
TRENCH. BACKFILL AND COMPACT
TRENCH AFTER STAPLING.
2. EDGES OF PARALLEL BLANKETS
MUST BE STAPLED WITH A 4"
OVERLAP.
3. MID -SLOPE BLANKETS SHALL
HAVE A MINIMUM OVERLAP OF 4".
Approved under the authority
of a resolution adopted
0 .- 7` e7d ., trydhe
(da )
Planning Board of the City of Saratoga S rings.
Ch' _L
(date signed) v'
TOPSOIL, SEED AND MULCH AS REQUIRED AS SOON
AS PROPOSED ELEVATIONS ACHIEVED.
INSTALL EROSION CONTROL BLANKET ON ALL
SLOPES 1 ON 3 OR STEEPER OR NOT REQUIRING
RIP -RAP. USE EROSION BLANKETS TYPE SC
1506N, STAPLE PATTERN "A", AS MANUFACTURED
BY NORTH AMERICAN GREEN OR APPROVED EQUAL.
08 Slope Stabilization -
C - 5 0 3/ N.T.S.
BURY PER
MANUFACTURER'S
INSTRUCTIONS, TYP.
% ty
Vei
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 verityeng.com
��NERq!
ENTERPRISES, INC.
�o'FTRAceo�D,
881 Murray Road
Middle Grove, NY 12850
518.584.6174
m unterenterprises.com
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ROPES SIONP
IT IS A VIOLATION OF 1404 YORK STATE EDUCATION LAI ARTICLE 145 FOR ANY
PERSON, UNLESS PIET ARE ACTING UNION THE DIRECTION OF A LICENSED
PROFESSIOML ENGINEER, TO ALTER THIS DOCUMENT III Alf! HAY. IF ALTERED. TINE
ALTERING EIIGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL. THE NOTATION
-ALTERED BY- FOLLOHED BY THEIR SIGNATURE, PIE DATE OF SUC11 ALTERATION, AIM
A SPECIFIC DESCRIPTION OF THE ALTERATION.
COPYRIGHT ° 2D21 VERITY ENGINEEREBG D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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DETAILS (3)
C-503
9 of 10
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MAGNETIC
LOCATOR TAPE
CONTINUOUS #12
INSULATED TRACER WIRE
ATTACHED TO PIPE
1j" HOPE FORCE -
MAIN, MINIMIZE LOW
POINTS AND HIGH
POINTS IN MAIN
NOTES:
1. BUILDING DRAIN SHOWN IS SUBJECT TO
FINAL APPROVED BUILDING PLANS PER
TOWN OF COLONIE.
4" CLEANOUT PLUG OR FRAME
AND COVER, SEE DETAIL
m
I
FINISH FLOOR
TRENCH
FINISHED GRADE 1
-d
..
oFj
`
no
¢a
PAVED AREAS - TYPE 2
-
SUBBASE, NYSDOT ITEM
304.12 COMPACT TO 95%
STANDARD PROCTOR
- -
`..<
6 PVC SUR.,26:A.(ASTM D3034) w
III
4" SCH. 40 PVC
NON -PAVED AREAS -
2
PIPE TO SANITARY SEWER MH :h
o
(ASTM D2665)
GRANULAR FILL
OR MAIN (MIN. 2.0% SLOPE)
..�
BUILDING
SAND BEDDING,"-..
-
DRAIN
HAND TAMPED
CONNECT 6"`PVG-'SDR 26 TO
2'-6" MAX.
°
BUILDING DRAIN WITH RUBBER
FOUNDATION
NOTE:
'"' '-" GASKETED COUPLING,
-
WALL
TRACER WIRE TO BE
< '�''�"
CONTINUOUS FROM CONTROL
_.
- -
PANEL TO PUBLIC SEWER
- _ BUILDING /'-t
E BUILDING
FOOTING
_ SEWER
DRAIN
, n -
TRENCH WIDTH SAND BEDDING,
(1211 MIN.) HAND TAMPED
of Trench - Force Main
C-504 N.T.S.
GRADE:319.50
COVER
OVER
RIM:319.75
)ISCHARGE, PROVIDE
S.S. 1Y4" MNPT TO
1Y2" FNPT FITTING
INV OUT:312.71
29.2"
42.8"
31.5"
A
• P.
BASE:309.00
INV IN:311.58
LtJ t / I�I :'
a
GRAVEL
'45.0BEDDING
"
GRADE MUST
SLOPE AWAY
FROM STATION
PUMP PIT SCHEDULE
PIPE
PIPE
STATIC
TDH
MODEL
APPROX.
SIZE
RUN
HEAD
GPM
VARIES
±750'
22.4'
28.5'
E-ONE DH152
1 13.0
INVERT
ACCESS WAY VENT -
STRAIN RELIEF -
CORD CONNECTOR
POWER AND ALARM CABLE, -
6 CONDUCTOR WITH GROUND
E/ONE EQUALIZER -
ELECTRICAL QUICK
DISCONNECT NEMA 6P (EQD)
INLET, GROMMET TO
ACCEPT 6Y2" O.D. PVC -\
INLET: EDPM PIPE (NON-STANDARD)
GROMMET FOR 6" DWV
PIPE (NON-STANDARD) qS
BALLAST
CONTAINMENT RING
DISCHARGE -
ALARM (311.42
2, 500 PSI
CONCRETE 423/a" ON (310.'
20" 31)/2" 28Y2" OFF
(106 GAL.)
20y "
(74 GAL.)
16Y2"
6" (58 GAL.)
PUMP CYCLING CALCULATION
DOSE VOLUME: 16 GAL.
"ON" FLOAT: 4" ABOVE "OFF"
"ALARM" FLOAT: B" ABOVE "ON"
"ON" PER CYCLE: 1 MINS 14 SECS
DAILY FLOW: 1,140 GAL,
CYCLES PER DAY: (1,140/16)=71.25
GASKETED LID, HOPE
DUAL WALL, CORRUGATED
HOPE ACCESSWAY
i- INTERNAL WELL
VENT, 2" DIA.
QUICK DISCONNECT
ASSEMBLY
(304 S.S.)
DISCHARGE 1Y4"
FPT (304 S.S.)
S.S. CAST
BALL VALVE
1%" DISCHARGE
LINE (304 S.S.)
CHECK VALVE
(NORYL)
ANTI -SIPHON
VALVE (NORYL)
POLYETHYLENE TANK
Y2" NOMINAL WALL
THICKNESS, 150
GAL. CAPACITY
SEMI -POSITIVE DISPLACEMENT
(SPD) TYPE PUMP, EACH DIRECTLY
DRIVEN BY A 1-HP MOTOR
NOTES:
6.
ALL ELECTRIC WORK, MATERIALS, AND COMPONENTS SHALL COMPLY IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL AND STATE CODES
1. THE TANK MUST BE PLACED ON A 6" BED OF GRAVEL MADE UP OF NATURALLY
REGARDING, BUT NOT LIMITED TO, INSTALLATION, WATER TIGHTNESS, EXPLOSION
ROUNDED AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLE SIZE NOT LESS
PROOF AND WET ENVIRONMENTS.
THAN 1/8" OR MORE THAN 3/4" IN DIAMETER. THE WETWELL SHOULD BE LEVELED AND
FILLED WITH WATER PRIOR TO POURING THE CONCRETE TO PREVENT THE TANK FROM
SHIFTING.
7.
PRIOR TO FINAL APPROVAL OF THE GRINDER PUMP INSTALLATION, DOCUMENTATION BY
THE PUMP MANUFACTURER'S REPRESENTATIVE THAT THE GRINDER PUMP WAS INSTALLED
2. SAND BACKFILL SHALL BE FREE FROM DELETERIOUS MATERIAL, INCLUDING STONES OVER
IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND THAT THE SYSTEM WAS
1" IN SIZE, PLACED IN 12" LIFTS, AND COMPACT TO 9096 STANDARD PROCTOR
START-UP TESTED WITH VERIFICATION OF PROPER ALARM ACTIVATION, SHALL BE
SUBMITTED TO THE AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER.
3. LAY FORCE MAIN IN A MANNER WHICH AVOIDS THE CREATION OF HIGH POINTS.
S.
A HYDROSTATIC TEST MUST BE PERFORMED ON INSTALLED FORCE MAIN PIPE PRIOR TO
P ALL B DMANUFACTURED BY ENVIRONMENT
4. PUMP STATION PROVIDED SHALL E MODEL DH152 AS
PUMP CONNECTION. PIPE SHALL BE TESTED AT 90 PSI AND WITNESSED BY THE
CON EC ,
ONE (E-ONE) OF NISKAYUNA, NEW YORK (518) 346-6161 OR APPROVED EQUIVALENT.
AUTHORITY HAVING JURISDICTION OR THE DESIGN ENGINEER.
5. PUMP SELECTION IS BASED ON MINIMUM FORCE MAIN CLEANSING VELOCITY OF 2.0 FPS
9.
THE CONTRACTOR SHALL NOTE THAT THE PLANS CALL FOR A NON-STANDARD 6" INLET
AND A MAXIMUM VELOCITY OF 5.0 FPS.
INTO THE GRINDER PUMP STATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
SUPPLY THE CORRECT CONFIGURATION.
04 Grinder Pump Station
C -504 N.T.S.
03 Sewer - Building Drain
C-504 N.T.S.
MANHOLE FRAME AND COVER,
NEENAH R-1574 OR APPROVED
EQUIVALENT, "SANITARY
SEWER" LABEL, TYP.
FINISHED
GRADE
SANITARY -
TEE, TYP.
INLET
r
i
r>
SLIDE -IN -
CONCRETE BAFFLE
GROUT OR
PROVIDE
POLYETHYLENE
SEAL, TYP,
OUTLET
SEPTIC TANK ACCESS TO
GRADE (24"0 MIN.) FOR SOIL
COVER GREATER THAN 12"
LIQUID LEVEL
a
o LIQUID
i.
m � DEPTH
6'
ALLON
/ l- -'•I I GREASE TR
AP
X%
NOTES: SECTION APPLY ONE COAT OF PROFILE
BITUMINOUS SEALER
1. GREASE TRAP AS MANUFACTURED BY FORT MILLER CO., TO ALL EXTERIOR
INC. OR OTHER APPROVED EQUIVALENT. CONCRETE SURFACES
2. EFFECTIVE LENGTH OF GREASE TRAP - NO LESS THAN
TWO, NO GREATER THAN FOUR TIMES THE WIDTH.
o6 Grease Trap
r _cnn N.T.S.
NOTES:
1. TUBING, TRACER WIRE, AND WARNING TAPE IDENTIFICATION
MARKERS SHALL BE CONSISTENT WITH A.P.W.A. COLOR CODE AND
OSHA REG. 1926-956(C)(I)
2. INSTALL PRESSURE SEWER SERVICES BELOW STORM SEWER AND
WATER MAIN WITH 18" MIN. SEPARATION TYPICAL.
FINISHED
3. #12 AWG STAINLESS STEEL HOD CABLE WITH GREEN COLORED GRADE, TYP.
INSULATION, SUCH AS #10 BY KRIS -TECH WIRE CO.
4. DISCHARGE LINE SHALL BE 1%" PE 4710 IPS (ASTM D3035) DR-11
(200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM Z.D. TO
BE 1Y4"
5. SERVICE LINE SHALL BE 1Y2" PE 4710 IPS (ASTM D3035) DR-11
(200 PSI) GREENSTRIPE OR GREENSHELL NOTE: MINIMUM I.D. TO
BE lY2"
6. HOPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT
PIPE STIFFENERS FOR ALL PACK JOINT OR COMPRESSION
CONNECTIONS
7. SPLICE TRACER CABLE BY TYING IN A KNOT AND CONNECTING
CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS, DIRECT
BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY
COPPERHEAD INDUSTRIES, LLC
8. PROVIDE S.S. SERVICE SADDLE AS MANUFACTURED BY ROMAC
INDUSTRIES, INC., MODEL 306 AND CORPORATION STOP BY FORD
METER BOX COMPANY, INC. MODEL B1000-6-NL OR APPROVED
EQUIVALENTS. 11006MI111111.1 , ,
SERVICE SADDLE -�
AND CORPORATION,
SEE NOTE #8 BRASS ADAPTER OR
COUPLING PACK
JOINT x 1Y2" FIPT,
SEE NOTE #6
SERVICE LINE, SEE NOTE #5,-
INSTALL WITH HORIZONTAL SLACK
8" MIN. PEA
GRAVEL OR SAND
Approved under the authority
of a resolution adopted
8 z7 Z/byth
date
Planning Boa the y rat ga/Spprinnggss.
Ch irman c// ,
5 .7 2
ate sign )
TEMPORARY PRESSURE TREATED 4"X4"
SEE C-101 LUMBER MARKER TO BE INSTALLED BY
FOR LOCATION ROAD UTILITY CONTRACTOR. C
LID WITH WORD t
/ 'SEWER' CAST IN CURB BOX WITH
i BRING TRACER WIRE 12" MIN. i CAP LABELED
SEWER', TYP.
GRADE ON THE OUTSIDE '+ / ABOVE GR 5 _
OF ALL GATE AND CURB BOXES FROM PUMP
/ VALVE BOX: TOP SECTION WITH
/ BOTTOM FLANGE, SET VALVE BOX
/ ON CONCRETE BRICKS, FULLY
/ COMPACT BACKFILL PRIOR TO
/ INSTALLING BRICK
/ STAINLESS STEEL
a: / �/ •�/ GRINDER PUMP/LOW PRESSURE CURB STOP EXTENSION
SEWER CONTRACTOR SHALL ROD, 18" MIN., TYP.
CONNECT TO TRACER CABLE,
SEE NOTE #7
lY," ADAPTER COUPLING
z w / TEMPORARY CAP AND TAPE EXPOSED MATERIAL: WATER WORKS
THREADS TO PROTECT AND KEEP CLEAN BRASS P.J. X MNPT
/ FOR FUTURE GRINDER PUMP CONNECTION
h /
/ SERVICE LINE, SEE DISCHARGE LINE, SEE
NOTE #5, INSTALL WITH NOTE #4, INSTALL WITH
' HORIZONTAL SLACK HORIZONTAL SLACK
c / / SEE ER CABLE,
NOTE#3E
' 1Y2" PACK JOINT X-- ..'p ..> F e
P
1Y2" MNPT WATER
1„
WORKS BRASS ADAPTER
STOP, A BR SS PACK JOINT CURB C
STOP, FULL PORT S.S. BALL CONCRETE BLOCK 1Y4" FEMALE NPT
VALVE WITH Y4" TURN CHECK 4"x8"x16", TYP.
AS MANUFACTURED BY FORD STAINLESS STEEL FNPT BELL
METER BOX CO., TYP. REDUCER 11%" X 1Y2" AND
S.S. 1Y4" CLOSE NIPPLE
os Grinder Pump to Sanitary Force Main Connection
r cnn N.T.S.
CONNECT TO
PUMP DISCHARGE
1Y4" FEMALE NPT (IY4 FIPT)
FLAPPER TYPE
CHECK VALVE, S.S.
EONE STAINLESS STEEL UNI-LATERAL
ONE PIECE INTEGRAL CURB STOP AND
CHECK VALVE 1Y4" FNPT
erity
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
518.389.7200 ( verityeng.com
CS0N E'
monger
NNN8 C
°FrRpcto�y
881 Murray Road
Middle Grove, NY 12850
518.584.6174
m unterenterprises.com
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09430A
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ROFESS1oNP
IT IS A VIOLATION OF NEW YOM STATE EDUCATIOR UN ARTICLE 145 FOR NIY
PERSOU, UNLESS TNFY ARE ACTIND BROW. ME DIRECTIOR OF A LICEIISED
PROFESSIOINL EIIGIIIEER, TO ALTER THIS DOCUMENT 111 ART WAY. IF ALTERED, ME
ALTERERG EIIGIIIEER SHALL AFFIX TO ME DONMENT THEIR SEAL. THE NOTATION
-ALTERED BY- FOLLOWED BY THEIR SIGNATURE. THE DATE Of SUCO ALTEPAT1011, A10
A SPECIFIC DESCRIPTION OF TIE ALTERATION.
COPYRIGHT a 2021 VERM ERGIIIEERING B.P.C. ALL SPORTS RESERVE.
DESIGNED BY: EAS
DRAWN BY: EAS
CHECKED BY: AJV
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 04/06/2021
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DETAILS (4)
C-504
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