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ENTERPRISES, INC.
881 Murray Road
P6 Freedom Wa Cityof Saratoga Springs Saratoga CountyNew York State ,1 Ebertsl■•:-M•••-r DI• N. ch• �TRACIMiddle Grove, NY1Z850
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GENERAL NOTES: ��' �`�'�Q 1 >-
1. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL 8. ALL DISTURBED, NON-SURFACED, AREAS SHALL RECEIVE � J /TT
�APPLICABLE NATIONAL, STATE, AND LOCAL CODES; STANDARD FERTILIZER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPT / / \ �--� a
ORDINANCES; RULES AND REGULATIONS. OP �1RL �� o
AS OTHERWISE NOTED.
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2. EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WERE 9. THE CONTRACTOR SHALL: z o 99 1 d i �� Hcc
OBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THE 1 h 0
LOCATION OF ALL UNDERGROUND UTILITIES ARE 9.1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO , ,- A Q —
APPROXIMATE; THEIR ACTUAL LOCATION SHALL BE VERIFIED COMMENCEMENT OF WORK AND NOTIFY THE e r u a r ORD43 OSS
BY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIG ARCHITECT/ENGINEER OF ANY DISCREPANCIES. '.,• d WOMAO�THR RGARETDRN � z
SAFELY NEW YORK (UFPO) AND ALL MUNICIPAL AGENCIES 9.2. EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE ,',1--.-5,',.r) /� U ,�, MARGARET'DRS ,q
HAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TO EFFECT OF ALL EXISTING CONDITIONS ON THEIR WORK. �” ° ` a. O vii
ANY EXCAVATING OR CONSTRUCTION. (1-800-962-7962 OR 9.3. PROVIDE AND INSTALL ALL MATERIALS, AND PERFORM •� a Z a
811) . ALL WORK, IN ACCORDANCE WITH RECOGNIZED GOOD > I-1
STANDARD PRACTICES. o o r �' CC 0 H
ALL PROPOSED 9.4. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL , . = \ ti�T> a
3. THEIR RP POINT OFF CONNECTION TO THE UTILITIESSHALL
LUTILITY OR ` c' i „ . \ coacyNgNOR c J
CLAIMS ARISING FROM WORK DONE BY THE CONTRACTORX ul
AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, ON THE SITE. > I -' WHinate TRff- a o
INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL 10. ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY, ACCESS �� 1 . . Ro H
BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. u
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
MECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISE a
TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR
SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL NOTED. m
UNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SO o
THE ENGINEER IS ABLE TO USE THE RECORDS FOR THE 11. WHEN BACKFILLING AROUND PROPOSED OR EXISTING w
PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX cc
LOCAL MUNICIPALITY. (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL
COMPACTOR BETWEEN LIFTS. N
4. WHEN CROSSING EXISTING UTILITIES WITH PROPOSED H- .` LEGEND
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 � ; � ;U,�,;
rzi N E pi,COMPANIES HAVING JURISDICTION OVER THE EXISTING WITHIN LIMITS OF PROPOSED WORK. l( l " ii
11 ��� �UTILITIES. , • Ex. Major/Index Contour — —100-13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE i� ^ JAMES G 0'p�111111 011 l'N III '
Ex. Minor/Interval Contour —99— — \+I5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE surw, �• ,„
CONSTRUCTED IN COMPLIANCE WITH THE LOCAL 4m m �� f1A*pa 'J„
SANITARY SEWER.
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MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE dill11 Z5 Pr. Mayor/Index Contour 100 I;I1�Sfi�� w
14. PLANS/WSEWERSROSHALL SBE LAIDATTLEASTISTENOFEETO (lOH) ao _ — Pr. Minor/Interval Contour 99 ' s*IP _
INSTALLATION OF SUCH UTILITIES. m
HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER ` " ` . ��i
or
6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK '- � Treeline � X94301 ��
MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO 4"'
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DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE '�"""� —- _ A �,
CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT PROVIDE A MINIMUM OF EIGHTEEN INCHES (18") BETWEEN Sanitary Sewer SS '9°FES SIO -
DOCUMENTS, AS INTENDED AND INTERPRETED BY THE THE SEWER AND WATER MAIN CROSSINGS. III
ENGINEER. i Storm Sewer SD IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
15. CONTRACTOR SHALL PROTECT ALL SURFACE WATERS FROM PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
7. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE SILTATION DURING CONSTRUCTION WITH APPROPRIATE Storm Catch Basin/Manhole ® O "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, MEASURES INCLUDING, BUT NOT LIMITED TO, APPLYING t IIIO A SPECIFIC DESCRIPTION202IOF THE ERINGATION.
TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO TOPSOIL, SEED, AND STRAW MULCH TO DISTURBED AREA AND Water Main �nf COPYRIGHT 2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
MAKE THE WORK COMPLETE AND FUNCTIONAL. INSTALLING SILT FENCING AROUND WORK.
Hydrant -6- DESIGNED BY: AJV
\ ' Water Valve I>4' DRAWN BY: BTS
Gas G
I Property Line -- —
CHECKED BY: AJV
Setback APPROVED BY: AJV
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ABBREVIATIONS - N - TP
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N A.C.I. AMERICAN CONCRETE INSTITUTE - O
\ A.S.T.M. AMERICAN SOCIETY OF TESTING M. METER(S) M HI-1
NI AND MATERIALS MAT. MATERIAL _ _ ---- -- _ __-__-- j CO
O A.W.W.A. AMERICAN WATER WORKS MH. MANHOLE ___—�- - --_- Rip-Rap -. ��' H
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A.O.B.E. AS ORDERED BY ENGINEER MIN. MINIMUM _------- ---- OMall. V
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B.C. BOTTOM OF CURB NYSDEC. NEW YORK STATE DEPARTMENT OF �� H
B.M. BENCHMARK ENVIRONMENTAL CONSERVATION -
O BLDG. BUILDING NOM. NOMINAL Z
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CD N.I.C. NOT IN CONTRACT
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Ul C.I. CAST IRON N.T.S. NOT TO SCALE
✓ C.B. CATCH BASIN NO. NUMBER
C.M.P. CORRUGATED METAL PIPE
Lfl C.O. CLEAN-OUT PVMT. PAVEMENT
✓-I CONC. CONCRETE PED. PEDESTRIAN
CD PERC. PERCOLATION
CD DK. DARK P.V.C. POLYVINYL CHLORIDE
N D.W.L. DASHED WHITE LINE P.S.I. POUNDS PER SQUARE INCH
/ D.Y.L. DOUBLE YELLOW LINE '�
J DIA. DIAMETER QTY. QUANTITY W
H DWG. DRAWING O �
Q R.C.P. REINFORCED CONCRETE PIPE ' ' ' ' ' ' ' ' ' N Q
E- EA. EACH R.D. ROOF DRAIN \ O
W E.I.C. ENGINEER-IN-CHARGE REF. REFER TO, REFERENCE N
� CD
i ELEC. ELECTRICAL Sheet List Table
�(•) ELEV. ELEVATION SAN. SANITARY SEWER
O EX. EXISTING ST. STORM SEWER Sheet Number Sheet Title Sheet Description >
/ S.W.L. SOLID WHITE LINE . . . . . . . . . Q W
F.F.E. FINISHED FLOOR ELEVATION S.Y.L. SOLID YELLOW LINE 1 C OOO Cover and Notes CC
W GA FEET (OR FOOT) S.D.R. STANDARD EIMENSION RATIO FI nJ ECT S ITE
v7 STA. STATION 2 V 101 Existing Conditions and Demolition Plan
GAL.. GALVANIZED SQ. FT. SQUARE FEET
E- G.P.D. GALLONS PER DAY SWPPP STORMWATER POLLUTION
W G.F.F. GARAGE FINISH FLOOR PREVENTION PLAN 3 C 101 Site Plan
W
Li-) H.C. HANDICAPPED T.C. TOP OF CURB 4 C-121 Grading, Erosion and Sediment Control COVER AND NOTES
I HDPE. HIGH DENSITY POLYETHYLENE T.W. TOP OF WALL
FOR. HORIZONTAL TYP. TYPICAL �� 5 C-161 PlantingPlan
CD SCALE: 1 = 100
O HT. HEIGHT 6 C-501 Details (1)
p V.I.F. VERIFY IN FIELD
V INCL. INCLUDE(D, ING)
INF. INFILTRATION W.W.F. WELDED WIRE FABRIC
u 1 I.D. INSIDE DIAMETER WT. WEIGHT 7 C SO2 Details (2)
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Q 60' Wide Ingress/Egress & Utility Easement
/ .33 I� / To Be Granted To Lot 24 Freedom Way
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ontat: Mlke Muster
,/ b+ 1 FREED OM ///`i Y Road To Be Constructed To City Of Saratoga Springs Specifications = 518.000.0000
�' Use And Maintenance Agreement Will Be Executed
/32 i I I Between Lot 24 Freedom Way And Muster Land Holdings, LLC. 2•
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w`' - / / �► / CONCRETE SIDEWALK I ,,-*♦,♦04***t*• \ \ \ ( ) = r.. w ,'� 1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS _/
I .�,�♦�w♦�♦�♦1 / N ♦,♦,,.,` \ \ I j COMPILED FROM A MAP TITLED SURVEY OF LOT 6A W.J.
I IIII , ♦, ". / ♦� GRANDE INDUSTRIAL PARK SUBDIVISION STREET ADDRESS 26 O CO -
�,♦♦♦,♦, / • Eil :. O 4%St* \\ I FREEDOM WAY 'AGROCHEM FARM AND DAIRY PRODUCTS, ' DATED
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` *♦,-,, 21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LAND
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EMAIL ON 19 NOVEMBER, 2020.
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REMOVE AND SALVAGE w♦ / -r -'�- `'�O � �C11�'L�'
1,♦". % �, EXISTING TREES °.. .� -- - t n r �''�%�� gag' w29 EXISTING DRY WELLS, I ♦ ♦ ♦ ♦1 / TO BE REMOVED : \ LUI _ o • Yo89.8'± cC
/ FRAMES, AND GRATES, m c .. ..: . :,•:...... ... ,, . ..:>. .... . . .::_ ., r .. , .. •� � � y w
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/ STOCKPILE ON-SITE IIII ,%♦%,41 / ABANDON OR REMOVE (• �,''� 160.5' ,,,,, \ \ I 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION N
1 PIPING, IF ABANDONED ..t f , , o REFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT THE
1 I (�♦ ,�,�♦� FILL WITH FLOWABLE FILL .'r ,�♦�♦ _ PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,
/ I w,w��♦♦w4, I I / o 7 $ cE �,♦*4♦ I • ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT.
I p . ♦ %\&1, I /It o o o I ,,♦,♦ LIMITS OF \ F NE
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1 I ,,♦,'I► �� I® ° 3 Io ,♦„ PAVEMENT \ 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD � � �Y
L - \ • %%%s�� / \ , -I I �3 > >° 1,♦,�� REMOVAL \ VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT ,`':), --:03.1419:::::::(
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/ I I "A \1`41,A01 1 / I I . ED, \�♦tr,� LOCATED UPON OR ADJACENT TO THEPORT TO CONSTITUTE OR PRESENT ALL SUBJECT PARCEL.ILITIES *� �� ���
EXISTING SHRUBS , ,
/ \ \ �,��, ♦,♦� / TO BE REMOVED 00 A ♦ �4 CC
I I �,,�,��,♦ 1 ei�co -. I DEMOLITION NOTES: a ,
�,♦•Is, % tti 1 �` DOOGASNMETERSLWITHION ♦ ♦ m, _- „„i
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�j ♦�`' ```` I \ \ 1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND
•41.0%,1 \ I ,� w �j� ;::`;�O , UTILITY PROVIDER , ♦ '� woi'
/ �� LIMITS •
OF 40%* ♦� i' „_♦w •• \ DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF OA X94301
X33. \ PAVEMENT ,w♦���`•,, I ♦, �*".�0,,, - �,%♦�,% ( ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGA '9 P
/ 0� I REMOVAL ,,V� �� \ i� �♦ ♦,♦,♦��;� �,♦�♦�♦�J \ \ SPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL ` SSION
I / \ Q �, ����♦7r�♦�� ��7�'7,� �♦ ♦�♦�j♦�1 ��j♦�j♦�� \ CONSERVATION, AND ALL OTHER AGENCIES. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
/ .J��1 1 Q Q• 1 I I I ; C �A,♦,♦,♦, �- // \ ' .��'♦ ��� ..�-��� �,�,�,J1 ♦�,. \ / ® \ \ PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
/ _ \ , % „ // •, �� , / \ 2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
/ ♦ ♦ ♦ �� "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
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/91 I „ �♦ ♦�� , o I \ \ APPROVED AND PERMITTED FACILITY FOR THEIR RESPECTIVE A SPECIFIC DESCRIPTION OF THE ALTERATION.
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MATERIAL. COPYRIGHT 0 2020 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
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/ 1 , ♦ ,♦,♦,♦,♦Ij�".♦'��♦�♦`• I O 6-11:�j :: m SAW CUT EXISTING 1 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND
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/ / Q Q \ / \ \ ♦ ,♦j,♦j,♦,Q�,♦tj�♦,♦ ♦,� �_ _. ' I C,.i ' DESIGNED BY: AJV
\ I /� C \ ,Iitt*****4„,� ♦w♦ ♦ ♦'♦ ♦ ,`�j♦ ♦ //) -4 onc) Ret Wall w 'al \ tv PAVEMENT COMPLYING WITH ALL REQUIRED PERMITS.
/ / cp �,.,..,2♦•,♦,♦�_�,��,� REMOVE EXISTING} PLANTINGS •,.' '? Y*' '� \ \ I/ / , �4♦ � � ' �, \ \ 4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, DRAWN BY: AJV
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\ \� ' ��♦%♦t♦1j��♦j�'�♦,♦,♦,♦�, / I �7a•.y .. ;:r.;.. ; , C�.1 GAS, ELECTRIC, TELEPHONE, CABLE) SHALL BE TERMINATED
/ n \ `(\, ♦ ♦�♦- ��I��♦�♦,♦,,� // / REMOVE EXISTING`::::';`:•.�,: 4 \ • \ \ \ AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY CHECKED BY: BTS
/ / I \ ��,�♦�`♦+♦�♦'-,�♦�♦�♦,,� // / CONCRETE SIDEWALK4Y':*: + i 4• I \ N COMPANY REQUIREMENTS. ALL ON SITE PIPING, WIRING,
r ` ♦ vj // / / ' .., \ \ AND CONDUIT SHALL BE REMOVED AS INDICATED BY THESE APPROVED BY: AJV
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j /� I \ 1��/,♦,♦,♦,��t�� // / . /:� N"' :• J II \ \ 1 I DRAWINGS.
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/ / ,., :;:`. ',.,: 0 M 1 SCALE: 1 = 30
/ - - ,0?, 4 , 5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND
co o \ - �.♦ ♦ • // \ / / 1 �'• cl I I COORDINATE ALL WORK WITH UTILITY COMPANIES.
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— - —/��1 „� \ / /. : :;.' o DATE: 02/26/2021
/ I g \ / �— W♦S♦+ / / • I I 6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT
/ l \ \ ` / /// / / C �•' M (�� I I IOF DUST AND NOISE POLLUTION GENERATED DURING
N 1 I / I \ ���`'////l . ,,in // // }i I l DEMOLITION OPERATIONS. n
N / ~ I 1 I \/ // �,� s / /%// / / r I • 1 ' / 7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION Q 00
N \ I I / I \ / ,� / / / / / I WORK, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY,
\ / / SAW-CUT EXISTING L / / � I / / / CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND
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N \ / / / PAVEMENT // / / o •/ / / CONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL
/ / I COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS.
/ / / �o / / / HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTED
N / ✓ I °° / / HAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS
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o(N 0 I I I � i i i i ✓ / o., 1 / / / / 8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, o
i N. REMOVAL OF: TREES, VEGETATION, SURFACE PAVEMENTS, AND H H
N- I °�\ 160.5' '� / / / // ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN• . co H
REMOVE AND SALVAGE cn s ,: / SUBBASE SHALL NOT BE REMOVED UNLESS SPECIFICALLY cn cC
o N EXISTING DRY WELLS, / / I o� +'• ` on;:;. ` p '.r;. is / / // CALLED FOR BY THESE DRAWINGS. J
FRAMES, AND GRATES, ° °o .;.'
o rn STOCKPILE ON-SITE / I°"'::. ;:': '::":. .r. :. /
mo~::' / 9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM H
MMM N '' ;r `•: y:...�; '.:,..
> \ I MMM M �� ��7 / / / I •'.: .' f•' / \ ./ / / / // DEMOLITION WORK SHALL BE BACKFILLED WITH CLEAN, H
I I / (\ / GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATE
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I I i _ i o \ / / DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION
o I 1 — _329 33, i i // 203. FILL SHALL BE COMPACTED TO A MINIMUM 90%
I I ' I / MAXIMUM.D PROCTOR DENSITY AND PLACED IN 12" LIFTS
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Q \ �( _ i 330_ m / / �/ 10. TREE PRESERVATION AND PROTECTION: A MINIMUM ,�
I ca �� THREE-FOOT (3') HIGH PROTECTIVE FENCE WILL BE ERECTED w
cn \ \ \ I I / / I // AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT co H
Q , — DAMAGE DURING CONSTRUCTION. SILT FENCE MATERIALS MAY ( o
J I ** / �j / / BE USED FOR THIS PURPOSE. THE LARGE TREES TO BE No
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i --1 _ - ; _ __J____.,/ �' \ �� �i/� GRAPHIC SCALE AND DEMOLITION PLAN
p \ ABANDON OR REMOVE
— PIPING, IF ABANDONED \ ,--------
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7s.1�� `� o - SITE -_ _ P.O. BOX 474
60' Wide r�" Troy, New York 12181
Ingress/EgressEXTENDwri
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to Lot 6A o m EN E k4(
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luROADWAY TYP. ® Cn I ►�►• M M M M M M MM M M M M M M M M M M M M M M M M M- ,/ ;�
U e �, `� a =� INERT, 881 Murray Road
.; "� 1 Middle Grove, NY 12850
Ir
'� 60' Wide Ingress/Egress & Easement j .___________
,_
Utility ����' ��pff� 518.584.6174
To Be Granted To Lot 24 Freedom Way , �.
L FREEDOM //AY Road To Be Constructed To City Of Saratoga Springs Specifications T 11 ,i�.,�;W I ZONING MAP munterenterprises.com
Use And Maintenance Agreement Will Be Executed ,, L �� wt._ uw Erb 1" = ±2,000'
I Between Lot 24 Freedom Way And Munter Land Holdings, LLC. ',�� it
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ENTRY PAD BY OTHERS 'I•�. .. :.• .': • ; .; �•c v a�"�V.', y4. .-..-0 yt ip y� 4. •:: • ►t '" /� AREAMAP: 253,56465F21(±5.821 AC.) '''
• • cpm .. r':• � •Y''- lY '1* ?� ' :ID, ?... ..:.If7Y•i��:i.' � �... •'��6�' • wo+ .o W
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I I .= 4' -DW-2 USE: WAREHOUSE (EXISTING) <C
EXISTING DRY WELL \
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TO REMAIN, MIN. LOT SIZE 40,000 SF. 253,564 SF.o PROTECT DURING \ ' ' PROPOSED o4::,. oGENERATOR `m0 MIN. AVG. WIDTH 200 FT. ±420 FT. ::39 NE�y
J CONSTRUCTION TP#2 =
o w 0 X NN NNNNNNN\60 S)-9^o�° SCREENED 0 LEGEND PRINCIPAL BLDG. COVERAGE 40 % ±21 % �QAMEs p
w Z \ I DUMPSTER ACCESSORY BLDG. COVERAGE 30 % 0 % /� 'A
STORM SEWER TO \ �" 02
a a I H \ ENTRY PAD ENCLOSURE MIN. FRONT SETBACK 40 FT. ±124.1 FT. /
J BE RELOCATED \ �'
ooc \ BY OTHERS
' ul I PROPOSED ADDITION\ q.l Ili SIDEWALK MIN. REAR SETBACK 30 FT. ±84.5 FT. _�,-
4• MIN. SIDE SETBACK (EACH) 15 FT. ±89.8 FT. ���ua w V �•. CCr" STEPS BY OTHERS- °1 16,050 SF. ` r: a' • MIN. SIDE SETBACK (TOTAL) 30 FT. ±248.0 FT. m ��i- � LUo FFE: 331.8 •".', �LI
z _ r EXISTING ASPHALT PRINCIPAL MAX. HEIGHT 50 FT. <50 FT. ,' I \ ~ • '•, 4o ACCESSORY TO PRINCIPAL 10 FT. N/A FT. .��- \12 \ [U. ° �S" ACCESSORY TO FRONT LINE40 FT. N/A FT. 4301 ��- PI Qw \ 1° c. o ❑ PROPOSEDASPHALT ACCESSORY TO REAR LINE 10 FT. N/A FT. R0FESS��NP\'
E ACCESSORY TO SIDE LINE 10 FT. N/A FT.
\ D �' ASPHALTo
±38IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
\ \ U \ ® ❑ MIN. GREENSPACE 30 %
\ '1'� AIL
CURBING LAWN AREA PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
\\ II Q; PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
158.22' p T� •i * ( / ����//�� C) ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
\ CUI •• •• 1.••• �L:�i�LfLLL.L.• m PARKING (WAREHOUSE) "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
�' •�'�; ✓� A SPECIFIC DESCRIPTION OF THE ALTERATION.
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❑ GRAVEL SURFACE REQUIRED: 1 SPACE PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE
0 195' (100 EMP. * 1/2) + 10 COMPANY VEH. = 60 SPACES COPYRIGHT.2020 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
al \16- H \•\\\ 1+ •�'ik
•
w PROVIDED: 65 SPACES (INCLUDING 3 ADA)
• •M '•' • : • ''• o PROPERTY LINE
R=2' l4-.•...' .•••• • •-^ •.•. • , .. . '•• • .. H DESIGNED BY: AJV
rn \\ \ \ Conc. Ret. Wall w/ il - - - SETBACK LOT COVERAGE
\ \ / `.• f ENTRY PAD ? :'? :�o EXISTING BUILDING o 3' DRAWN BY: AJV
\\ / \ . BY OTHERS ;'•'.:';:' is •`N H :•+ WALL EXISTING PROPOSED
\ t.`.Y'i•:::;I w Z BUILDINGS: 33,817 SF. 49,867 SF. (19.7%)
\ • t'• ~o `i •• PAVEMENTS: 46,228 SF. 106,765 SF. (42.1%) CHECKED BY: BTS
' I \\\\ a .' :. ''.1:4' ~ v~i ti:' r GREEN SPACE: 129,958 SF. 96,932 SF. (38.2%)
I / '. ao �' _ / 210,003 SF. 253,564 SF.
APPROVED BY: AJV
\•
\\ CB 1 • •. o .i ` _L1.1a_ STANDARD NOTES. =
• \ �, SCALE 130
0 �j 0 ..I 111••• rn
/ �• ' : ' =` ' ' :'•`,-' ' !•; / 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS,
A ?';;',`; INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATER WETLANDS DATE: 02/26/2021
GRAVEL PROPOSED \\ MAINTAIN PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWN FLOODPLAIN MANAGEMENT LAWS.
/ EXISTING •
• .'
PARKING11/- ASPHALT \ Y' " t •J 2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARE COMPLETED IN
' ASPHALT /
°� \\ X18' 24' ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS AND STANDARDS. >
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3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF r7 m
Illir \\ \ INTEGRAL CONCRETE SLAB / DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE. Q
/ \\\ AND WALL BY OTHERS .;••
SAWCUT \\\ PROPOSED- \ } SPECIAL NOTES:
EXISTING \\ ASPHALT 0
PAVEMENT / \ �o
1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A MAP TITLED SURVEY OF LOT 6A W.J. GRANDE
\\ o / '}• R=5' INDUSTRIAL PARK SUBDIVISION STREET ADDRESS 26 FREEDOM WAY 'AGROCHEM FARM AND DAIRY PRODUCTS, ' DATED
21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK, NEW YORK AND A
DIGITAL FILE TITLED "TOPO 5-7-15.DWG" TRANSMITTED VIA EMAIL ON 19 NOVEMBER, 2020.
I I / 26 FREEDOM WAY \\\� ' \ f �/ oz
PROPOSED AREA: 5.621 AC. n Ip• 2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT H
M
I 24' I / EXISTING AREA: 4.821 AC. \\ '� o / O DW-1 THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER Ul CD
O \\ () y \ .�. IMPROVEMENT. I
/ RETAINING WALL BY OTHERS �' 160.5' CL
\ 1�r y 3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT m
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+ ";::fir : :':;'. , .• , ,...,. : .:: :'.. Q. /...,N'. . Li") CC
N �° PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL.
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r •;.y}. CITY OF SARATOGA SPRINGS STANDARD NOTES. a LU
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1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES, RULES AND H
CD
)52' REGULATIONS.
NN S
'Lc) O CB 2 ,.• �' 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM.
N �� \ ?(;11929.
N -vii 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
O h0 �� �� �� �� CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER.
Q/ Q ob \�O.
om 14:* 4. THE CONTRACTOR MUST SET UP APRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY
L- -N_ J CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE LU
cn I I 30' REAR SETBACK I / \ CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.UJ "---,
0
E- ' I ti / . - 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED 0
• o FOR THE PROJECT.
o 1 ST.OFt� SEWER TO BE o '
r-, N O 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY
RELOCATED LU
O WORK IN THE STREET OR RIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY.
5 � 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF
J 103.72' S15" 04' 30"E 500.00' 500' Fire SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD.
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SOIL TEST INFORMATION
LU
REMOVE FRAME AND Hydrant 8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED IN ACCORDANCE WITH THE
o GRATE, ADJUST TO Radius TP#1 0-7" TOPSOIL APPROVED PLANS, AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
MI GRADE, PROVIDE SOLID 7-22" LOAMY FINE SAND CITY ENGINEER. SITE PLAN
CD COVER AND STEPS, 22-40"FINE AND MEDIUM SAND
40-95"MEDIUM SAND GRAPHIC SCALE
a
TYP. OF TWO (2)
Q STABILIZED INFILTRATION RATE = 12.5" IN 8 MINUTES
V
L( TP#2 0-4" TOPSOIL 30 0 15 30 60 120
4-18" LOAMY FINE SAND jjj /, �/ V��//, ��� ���������� C l 0 l
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18-38"FINE AND MEDIUM SAND V���/ �������������� •
CD 38-106" MEDIUM SAND
N
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STABILIZED INFILTRATION RATE= 12.75" IN 2 MINUTES
CL 1 inch = 30 ft. 3 of 8
- _ - - GENERAL UONSTRUCTION SEQUENCE
1:::) (- _//
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SITE SOILS DATA TOTAL DISTURBANCE _ ±4.0 ACRES ` /
PRE-CONSTRUCTION \
TOM HU , P.E. "7c cb INFILTRATION PRACTICES: ` 1
10/17/2015 INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS. 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL
r C) OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION. �
TEST PIT #1 Q �• ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPROPRIATE
0 120" MEDIUM BROWN FINE & MEDIUM SAND �' SEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVE 2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS
UY0 ROOTS TO 96" �`Q FLOWS DIRECTED TO THEM ONCE THE SITE HAS BEEN STABILIZED BY REQUIRED.
- o o VEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLET 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO EVngineering
�� TEST PIT #2 STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF
- 0 60" MEDIUM BROWN FINE & MEDIUM SAND �•Q Q. PROTECTION AS IDENTIFIED. ALBANY BUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER,
N15'O4' 30" 60 - 120" - GRAY BROWN FINE SAND Verity Engineering, D.P.C.
cQ AND THE SWPPP MONITORING PROFESSIONAL.
/ _ ��a1T SLIGHTLY FIRM p P.O. Box 474
\ �/ /��� C \\c4\
ROOTS TO 90" r 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET Troy, New York 12181
431N
PROTECTION, AND CONCRETE WASHOUT.\ \ / �_ \ w /// /• NO SEASONAL HIGH GROUNDWATER EVIDENCE r - 518.389.7200 verit en .com
/ Yemp.rary Easement n I y g
/ I / \ To :e Granted To / -1 5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED
7ti City �'f Saratoga Spring '� 1 FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF ALBANY
/ / o / O BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT.
0
3� / CD_ - - - -II / 79.lT o N'I' 30'W _ - / / \ CONSTRUCTION
17 186.60=III
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\ sv.-� sv�-sv�-sv�-sv�-sv�-sys-sys-sys-sys sys srs 474.64=sv� sys-sv�-sv�-sys-sv�- I '4-1 1J? l J J _I J_f J
/ / / v \ _ / sv�-sys-sv� v� E°,,.sEs.
N15' 04' 30"W /tj \ wi J 6. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING. ENTERPRISES, INC.
�'�' Ql M M M_ -M M M E M M M M M M M M M M M M M M M M / M-
0 �v - D4 - 881 Murray Road
3� [ ��` .1111‘
�) i 7. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOT Middle Grove, NY 12850
s.. _ SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN
yL � / LOt. 0 APPROVED AREA WITH ADEQUATE PROTECTION.
,.„.330----- „�0' I Loi' 60' ode Ingress/Egress & Utility Easement ti
I g g• Contact: Mike Munter
x� / 3� FREEDOM //AY To Be Granted To Lot 24 Freedoay p xnj� 8. RPROCEED EQUIRED. ROUGH GRADING AND IMPORTING/EXPORTING OF FILL AS 518.000.0000
Road To Be Constructed To CityOf Saratoga Springs S Specifications
�p Gj / O�j N Use And Maintenance Agreement Will Be Executed 00 �0 �g
. �. I 1. Between Lot 24 Freedom Way And Munter Land Holdings, LLC ,�,
*21-0),'L I, / �'L ( 3� v,____-_____y_____________________.3� 9. TRENCH FOR UTILITIES.
9 \ V� LU
i°a ® ce.....v-.4 ,I,,, Ji. Y?`l pJ:' Syk - Q
r� t� 10. PREPARE BUILDING PADS AND POUR FOUNDATIONS. INSTALL SUBBASE AND
sm. SOO•
�o �- : / nj� - p" CURBING. in
nj�� �� Ica-
° S S S S S
474.64' S ��3 S 12. INSTALL INFILTRATION BASINS AND DRYWELLS. °C
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-� ,- �� N1X30 W ��� � �3i � �� � � d � � � � � � � ' IMI IMI ��:r,......_r _,:_.,.r_::. ___
�+ 13. INSTALL PAVEMENTS. O 3
kV 1 r,•
��� 3) O �� O 00 O O IIli:
�/1/ w�,�����•" _ k / ,ti,b' tib �, - H Z
/ lb;SW' � x3 INFILTRATIONx3IPOST-CONSTRUCTION -
�� 1 CJ) \ BASIN #2Iz
14. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLYJ I'1 ' INSTALL AND , r 1p == c ? z
'� '1�� y INSTALL AND ��i STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE 7 0 =o
', 1 MAINTAIN I \ 03 \ DUE TO TRAFFIC. ` H c�e / 1 - MAINTAIN _ _ ' (,AI's�,�>: �0' CONSTRUCTION ®c � g, / �), SILT FENCE J- ''� O J a�)� �-- 0`�� , ENTRANCE 28_/ l15. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT o
/ >�'T'�''? "��� \ PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS 1..� H ~¢
'�' �� 327 0 JS JS 0 0 � STORMWATER COLLECTION DEVICES. oC
in
'� t. 326 0 16. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATERQ fili Lo MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING
0' I ,L. ° ���� �0e ' CLEAN RUNOFF. inHx�ti I iiiii L� � ae J 17. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE °C
2s� 1//111liv
N ' AFFECTED FROM CONSTRUCTION. 7QINFILTRATION L in3;1 BASIN #1 / ) RO �> 18. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN �--� o)lk8" N12 HDPE Lll 01 0' 0' ' THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL311153 LF @ 1.18% E33 11.
a3� \ x� xOF THE CITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. _
I t 0 RIPRAP OUTLET 1,1' (E 0 \\ = �I PROTECTION INV:326.50 `� H03' WIDE . 30 \ \ V = rGRASSED BERM i i'0 32232324�� �% EROSION & SEDIMENT CONTROL PLAN NOTES:I __
kr •
m 3-2-D
1 � i
\ \ 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO� ,q> 3� 3� 3�a3� NDS 1 / El BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL 3
LIMITS OF
�O 3 9 • • •� '.• RIM: 330.80' .: `� \ BE REVIEWED BY A QUALIFIED PROFESSIONAL. ( 1'')
DISTURBANCE _�3 '.• ;-., „4 I v
• 'INV OUT: 328.30' 8" s 0
(±4.0 ACRES) �� 3���� �C '_�_ ':~' •� r,rr" w ., Q;Rii1 R1,O '' �!QA% .. w,� 4 Itt;O,O RO 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A w
_- e1�' ... /o (• _' - 4'O000p'Q.9t7�>. `t''.', - .0_se,3+9 otfv0 ,. 1 �- \ �� `-328 QUALIFIED PROFESSIONAL. a ili owC
_.329' •3�0 r -'���'�+•'' ' ` • • �• �l "'. • g \
-
7c,
% 135' •
III ,�' ��'"' „��i� 160.5' \ DW 2 °� 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING
li •
•
I 3:11 ''� \ O■ RIM: 329.75' CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED N
•4
I (
• TO, PLACING STRAW BALES AND SILT FENCING AROUND WORK.
I N •
co III
o 329---
FORBAY _ \ ��,�O /o\ EXISTING EAVE •• -� X20` ❑ \ 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE
O \ .,y TRENCH (4' X 144') IL
MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON OF NEW
�' TP#2 �'� \ FIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED Y
x>jl 160 ° PROFESSIONAL.�1�6 3� � 330- \ \ 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW *� ` �+/
�i 1 \1\ 1(1/
I _ 5 ;7:
3 YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT Q r, 411�� I ) �� CONTROL, LATEST EDITION. C 1,0000° CC
' �� 01 ' \
HI I ?� .` -77331- \ \ 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED m _ISL -�I W
03 RIPRAP OUTLET _ l O r s : s
iz - . PROTECTI \ \ Io ; ° \ PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL 'c-soa INV322.00 •
REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND
-----'14115
y � A`Y \ �� Ir+ �3� \ / ❑ \ \ \ AS DIRECTED BY A QUALIFIED PROFESSIONAL. �p 09430'y
'� 1 \ s��s I -332 �S 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE �ES S1
_�-)'-'i
I X010 `)�� O �� VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
CZ Jr ( �' OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
I 1 Cl"--;�• \\�� IICr \ ( \ \ \ \ \ ��ti ; �` �� CiTh
\ \ FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
Lco �0, y0 ��Oj' O \, �•. • : \ THE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OF ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
/' / I 0�• \\ � ��O• ��O �� \ ��O •, � \ \ STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. A SPECIFIC DESCRIPTION OF THE ALTERATION.
/ / '�j��
ki x��� ��� _ �� �� �. -�i' • �1! 195' .�0 I 1 ,�'� ,��,' • .•J `jl • \ COPYRIGHT 2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
va -` • , �j •
O \ 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL
°'� "' I0 ' .1 . Ln
II BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE
/ Q Q ,\ -' J • 3 - � • ••� • `� • '; �'��' CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT OR DESIGNED BY: AJV
/ (q N \ I Conc. Ret. Wall w/Rod I!� Q N • 1 I TEMPORARY SEEDING:
/ I • °' \\\\ a Ifv 1 • Io o;'. • \ I I DRAWN BY: AJV
\ o " ': ;'• . Y. Iv a v ti� SEED BED PREPARATION
''`' '' i•:`' //I \ IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A
/ I C) �I 24" N12 HDPE \\ + : , �. �. a i ..
\ \ \ UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE CHECKED BY: BTS
/ ''$. 105 LF @ 0.29% \\ / `: ' o ' o ,i s' 1c \ FRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND
I I \ STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED
y� \\ .'-- 14?� .•:':`;;;;:: *:-,2, \ V APPROVED BY: AJV
�`7� I `1 . .z • :. %- "-z1 11 \ UNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREAS
��J c' I �� ,a \\\ °�O 0� N' . ' • o I 1 I AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE
•
�L �y �l �L • `: �::� I \ FOLLOWING SOIL AMENDMENTS: SCALE: 1" 30
f \ ` f f Lh • x 00 �� 3AC •3° 5� ��I I 8.1. LIME TO A Ph OF 6.0 DATE: 02/26/2021
1 Q\ ` �) 3)1 �
q, •• I I 8.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14
/ I \ / \ O' t•'ti I / I I LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE
t I ol° �\\ Qj� �� �J� is I SEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE
�' N / \\- i �/ \ • l 1
EQUIPMENT. >
• I TEMPORARY CB 1 '/ / - 0 i". l n
' I SEDIMENT RIM: 325.90' / / 1 / TEMPORARY SEEDINGS a
SF BASIN M / INV IN: 323.50' (12") I I '5'1' �1 ,;• '1,-
/
L / / / ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER
M
I \ INV OUT: 322.30' (24") f I ( ( ti O °i ' / / / 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING
\ ( I 1 / y I o \ �O' h �Oi / / OCTOBER/NOVEMBER.
u1 111 x �t • 0•
N I / �66�''ti o y1 NDS 3 O�3 3/ / / / / SEEDINGPERMANENT SHALLOTNGS
CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED
N \ �� 1� ° RIM: 330.10' 3� ./ CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND
(V [I' \ e
f (d �iQp INV OUT: 328.60' (8")\ k DW-1 os 10% PINK CLOVER OR ALFALFA. THE SEED MIX SHALL BE SPREAD BY Z
,V ' STOCKPILE 0 INSTALL AND MAINT o d O F- • \\\\\\\\ g, / / / o
AREA T 0 CONCRETE WASHOUT ® N Oo\ I „„,�' n i \ RIM: 329.75' so 7 UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED H
/ EXISTING EAVE DEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE U) Z
O \ °mom I �1�• / I ✓ \\ �d ' TRENCH (4' X 80') (� "p1
/ / / APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS HCDN �� V80 \ EXISTING EAVE i. SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE E-
/ TRENCH (4 X 66') \ 4., ( / --2%� l / / (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OR m CL
/ \ .... ... �� .. / /
EQUIVALENT. V7 OC
�0 \ 3� 6 �:' ): 1 v
N 0• \-htb
\ 8" N12 HDPE 8" N12 HDPE NDS 2y1 ° }' _ / / // ROCK Q w
O / '5'5 ,� / \\ ��I 0 ..'RIM: 330.60' E / WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW H p
°� 28 LF @ 1.97% II 1 13 LF @ 1.79% ;r>,:, / / //
I ��� '.• .-...INV OUT: 328.08' (8").. ;.. ;y . FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES
c.7 I - .St \ \ _ `:., . . 33 'i� �/ OF GRANULAR FILL AND 4 INCHES OF TOPSOIL. H
' _-_ - �' 4
- 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED
p I I2... T �_ k -e •_ p x '-- 331- p ° SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS
- .0 ___L__=== _-....._'- - --- x SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH
_ + / TIME AS EFFECTIVE SEEDING CAN OCCUR.
'�� °i0 CB-2 �,�� ��O•
O.O
, y0• RIM: 329.77' ~ } '� •
l '5 ', 1 ' L INV:327.85 1 '�
\ o INV OUT: 326.50' (12") INV:328.05 oi�w N / / 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET
\ \ , �0• m / (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. r-i
O \ "� \ ' N 327 �330� 3 N: I
c o o °\° N
CD \ O O O I O O-N N 329_ -O / 11. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL w
CV 0 c, - -328 0 L- ®� ti
/ c)' \ I �• �•_ _ _ / _ _ // BE SEEDED AND/OR MULCHED IMMEDIATELY. N Q
a '�� '� '�� - '��- -329-'- 3�ti I V /II
�I ' ` / x d;°® / 12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM O
�� \ �� / °° -0. - ►„I,, WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS
V 331- . °\° 1�1 ' PROJECT. •
Q 71,.. ti o_ / 1 / O Q w
7n -330 • l { 330pC
cc 329- - - �.- _ - A -329 - .Ii/.00'
-12tf T ,. " x:' 328- - - _� - -- T - _.
i S15° 04 30"E - - \ 32 - T - -� - ��
I -327- Z\ - - ���\ /��� GRADING , EROSION AND
\CD \ - _ \ -����/� GRAPHIC SCALE SEDIMENT CONTROL
V \ /� 30 0 15 30 60 120
O
N
C 1 2 1
( IN FEET )
a1 inch = 30 ft.
4 of 8
REFERENCE LANDSCAPING SCHEDULE
RP-33-99,
RP-20-98, 9th Edition IESNA Lighting LANDSCAPE LEGEND
Handbook. IESNA Handbook Tenth Edition shows for a
Medium Activity Lot 2.0 fc Average with a 3:1 avg/min SYMBOL QTY. SCIENTIFIC NAME COMMON NAME SIZE DELIVERY/NOTES . .
` '
and a 14:1 max/min. Chapter 26, page 26.25.
fill PROPOSED TREE
QR 3 QUERCUS RUBRA NORTHERN RED OAK 2.5 3" CAL B&B erity
BASIC BASIC ENHANCED SECURITY SECURITY HIGH SECURITY
PARKING LOT DESIGN GUIDE (FOR TYPICAL (IN CONSIDERATION OF (SECURITY (SECURITY EXISTING TREE
CONDITIONS) PERSONAL SECURITY OR LIGHTING FOR LIGHTING FOR
Engineering
LEGEND VANDALISM) PUBLIC SPACES) PUBLIC SPACES) • PROPOSED SHRUB TX 7 TAXUS MEDIA DENSIFORMIS DENSE JAP. YEW 24 30" B&B ' ,
(VALUES IN FOOTCANDLES) LUX FC LUX FC LUX FC LUX FC
O EXISTING SHRUB Verity Engineering, D.P.C.
0.10 MINIMUM HORIZONTAL
P.O. Box 474
ILLUMINANCE 2 0.2 5 0.5 10 1.0 30 60 LIGHTING SCHEDULE RS 24 HEMEROCALLIS "RUBY STELLA" RUBY STELLA DAYLILY 1 Gal. Troy, New York 12181
0.25 (MEASURED ON SURFACE WITHOUT 3.0 6.0 518.389.7200 verit en com
SHADOWING FROM ANY OBJECT) SYMBOL QTY. LABEL ARRANGEMENT MOUNTING HEIGHT TOTAL WATTS MODEL y g
0.50 3 DECO SINGLE 20 FT. 80 DECO 8824-LED-80-40 AS 16 ASTILBE FANAL ASTILBE (RED) 1 Gal.
UNIFORMITY RATIO 4:1* ��
1.00
(MAXIMUM-TO-MINIMUM) 20:1 15:1 15:1 (*AVG:MIN)
0 3 WPB WALL 12 FT. 47 CREE C WP BTR 6L 40K
MINIMUM VERTICAL ILLUMINANCE I
2.00 2 WP A WALL 8 FT. 11 CREE C WP A ARFC SM 1L 40K ��-Js ?�2 JJJ _ Ili-Lia�
LJ
(FOR FACIAL RECOGNITION AT 12 60 o Es INC.
4.60 5' ABOVE THE PARKING SURFACE 1.0 0.1 2.5 0.25 5 8 0.5 0.8 1.2 6.0 881 Murray Road
AT THE POINT OF LOWEST *CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS, Middle Grove, NY 12850
HORIZONTAL ILLUMINANCE) COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER.
518.584.6174
munterenterprises.com
I0.01 0.01 0.01 I "•"- 0.01 0.01 0.01 0.01 0.01 0.01 "."= 0.01 0.01 0.01 0.01 0.01 0.01 ".�� 0.02 0.02 0.02 0.01 0.01 0.01 • - u.ui 0.01 0.01 0.001011 0.01 0.01 0.01
0.01 ..01 0.01 0.01 0.01 0.01 0.01 0.01 °•01 0.01 0.01 0.01 0.01 0.01 °•01 0.02 0.0� "•"L ::01
0.01 °•01 0.01 0.01 0. .0;.0.•010.1..
......, , . :,r,::,. W
LANDSCAPING NOTES:
"or N
I 0.01 0.01 0.01 °•01 0.01 0.01 0.01 0.01 0.02 0.01 0.01 0.010.01..O.Olh...' °1 �' Q
0.01 .ole 0.01 0.01 0.02 0.02 o.ol 1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE F-
o.olo.ol0.02 0.01 AMERICAN ASSOCIATES OF NURSERYMAN.
0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.03 000..0.01011
.01 0.01 In
0.01 0.01 °•01 0.01 °•°2 ° 02 0.03 0.02 000.
0.07
°•01 0.01 .•,_ 0.01 ° o oz S °5°2 No S I S• o.ol o�l z Y
1 ° �,o.o S /�1 .e. o.ol O.ol S • o.oz 0.02 °•02 0. 1 0.01 cc
_N15• • 30 ` 0.01 0.01 y O1 0.01 0.01 0.02 0.0 .O1 ° I O
0 of o3 °_°1 ° .04� o of 2. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS O
- -171M-4M1-1M1 4.._
� ` � � � � � G•G1Lo.�o • � �o off• � z •oz� � L r � 418,11 � �r
1 0.° 0.0,; o 111 •ol'o.ol p ` 02 °•02 O.Oz o•02 p o.oz o•02 0.02 0•°3 o.oz o•020.02 •02 ' °•U1 °•01 0.01 0.01MINIMUM OF ONE (1) YEAR. IF DURING THIS TIMEi3g 00.�0 1V + e o.ol o.ol °•01 0.01 °•02 °.02 °•0 0.06 01 °. ` °•ol o•ol o•ol o•o °'00•0l o•ol o•ol 0•°1 0.01 °'010.01 ° :. o•ol o•,- yL 01 o•ol o•oz o•02 ,•oz o•02 0.02 0.02 o•o:tn0 03 0.03 0.03 0.03 0.0A 0.05 0.04 0.03 0.02 0.02 0•° •ol o•ol o•ol o.ol o• REPLACEDTINGKINDEATONOOEXPENSEATO THE OWNER ALL BE H z
0.01 0.01 0.01 '•o - - EXISTING I• °•01 0.01 0.01 0.02 0.02 0.03 0.04 °•,• °•08 0 Oz 0.01 ,•O1
cr
INGER
(� 0.01 0.01 •Ol o•ol 0.01 0.01 TREES 0.01 0.01 0.01 0.01 °•02 0.02 0.02 °•°3 0.03 0.03 0.03 °•09 0.09 0.08 0.06 °•° ) Ol 0.01 0.01 Z
' I o,ol o.ol o.o o.ol o.ol o.ol o.ol o.ol o.ol o.ol o.ol o,ol o.ol 0.0 OrAl -'0 0,01 0.02 �•0�003 0.03 °•°4 o.os o•o, 0 9� 0.04 °•°3 0. 2 o,oz o•02 0.01 o.ol 0.0 3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL O E
QR 0.01 0.01 0.01 0.02 0.03 0.13 1/4J1V1 ACCEPTANCE OF THE PROJECT, INCLUDING WATERING, Z H
0.01 0.01 0.01 0.02 ).04 0.13 0.01 0.01
' G1 I o of 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.04 0.04 0.11 0.08 0,01 STAKING, AND FENCE PROTECTION.
3 0,01 0.01 0.01 0.01 0.01 0.01 LO Olv 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 °•01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 O2
Nl (.Ol 0.02 0.02 0.02 °oAW 0,03 0.03 0.03 °•03 0.03 0.04 0.04 O.Oq 0 O5 0.05 0.04 0.06 0.08 °•11 0.15 0.20 0.23 0.21\ 0.04 0.03 0.02 0.02 0.02 1 0.01 0.0. I- 00
0.01 0.02 0.01 0,01 I 0.03 (h o.os / o.ls\ 0.01 0.01 4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH ^ H cr
0 09 ,1 0.02 0. 0.02 O.C�1 0.04 0.06 / 'i. 1..`
0.01 0.02 0.02 0.02 I 0�02 0.02 0.04 0.04 0.07 0.29 �- \08 O.Od 0.03 0.01
C-50 °•01 0.01 -L 02 0_n�.02 o•oz�-D2 �••a� -
o•oz =�•o� 0.005 o_lz z� oz o•02 01 UTILITIES, LIGHT POLES, OR CROWD EXISTING PLANT Q
o.ol °' 24 03 0.03 °•0� 0.02 0.03 °•02 o.oz o.02 �Trr o.03 0.04 0.04 0.06 0.06 0.0, / 0.42 0 44 0. 0.01 0.01 0.01 MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE Q L^
0.01 0.02 0.02 0.02 0.03 p•pq 0.04 0.03 0.03 °•03 0.03 0.04 0.03 0.04 0.04 0.04 0.05 0.04 £•OI 0•J2 0.02 °•03 n_n3 0.0J 0.05 0.05 °•06 0.06 n nG O.OB 0.08 O.Og 0.10 0.14 0.3 \ 16�.06 0.04 03 02 °•01 -
o.z �� \ 0.02 ADJUSTMENT OF ANY PLANT LOCATIONS.
0.01 °•05 0.07 0.04 C.04 0•U4 0.03 U•U4 0.04 0.OT 0.07 0.62 0.77 0.5 0.01 0.01 0.01 Q l/1
0.01 0.11 0,05 0 ) .03 0.03 0.06 7.06 0.08 0.09LLI
0.02 0.02 / •12 0.08 J -0.1� �3 0•p 0'•07 0.07 / 0.11 .14 // °.16 0.07 0.01 z
' I °•04 o.os o.o, 0.09 0 .9 0.10 0.11 tee.\ 0.07 ? o•o` 0,03 0.04 0.08 0,0� 0.06 0.18 o.z9 6•52 \ o• s o.03 02 5. PLANTS SHALL BE DELIVERED ONLY WHEN THE H
0.01 0.01 0.01 0 9 0.14 °•21 0 0 35 -0.11 0,12 °• 6 o.-e•2 7 0.06 ,•05 0 Os 0.04 .U� °•04 0.06 ).0, Oa08 0.0 •09 '2'0`r o.l0 0.12 ,14 / / 0.76 ���l0 0.68 0• I 0.02 0.02 0.02 o.ol CONTRACTOR'S SCHEDULE ALLOWS FOR THEIR a
0.02 0.04 0.05 °•37 0.36 0 41 0.23 0.17 f °•0� 0.03 0•. 0 O.1L (n 0 18 0.2 0.16\- f L/1
' I I o.08 0.12 l o�� s _ \ o.11 N. q 0.04 / 0.11 0.11 I o•3s/o.ss \ °� o.os o 3 INSTALLATION IN A REASONABLE TIME.
0.01 °•19/" � 0.61 X 0.04 0.05 0.07 0.10 O�Ll °•1 0.13 0.15 L 0•, 1•IO 1.84 1.59 n•o0 0• °•°O 0.01 I 0
33 0 0. 6 0 R
0.01 0.02 84 0.62 0.5 0.04 0.03 0.12 0.14 °•18 0. 3 �� 70 43 G O
0.03 o.os EXISTING "1 1.z4 0.41 0.04 0.14 0.31 0.
o.0 0.12 �ss 1 ,$ \ o.zs o,ls o.l 0.04 o.os o.o, 0.14 0.14 0.1: 0,40 0.54 0. 3 � \ �09 0. o 04 6. ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON H
0.01 0.01 °•20 0.3f LIGHT POLE "��1.8�1.67 1.304 ".73 0.08 0.06 0.04 '•03 3 ° 9 O.lz 0.16 0 18 °•14 0.16 0.19 o.24 1.7( 2.82 3.33 19 0.03 0.02 0.02 0 DELIVERY AND EVERY THREE (3) DAYS THEREAFTER Q
0,03 O.Oq 0.07 I 1.-' gg 3.56 7'4' 'U•25 0.14 / e•e., 0.04 0.06 L 2 e.n o.zz 0 21 0 4 •s3 4 °• .19 0•, 0.• UNTIL PLANTING. J Ln
0.01 \0.10 0.16 0.29 0.52 0.81 3.68 3.70 2+76\1.74 0 0•p9 0.07 0.05 0.°, I 0.07/0.11 0.17 0.24 �- 0.20 0.20 0.22 0 26 0• 1• 3.14 0.04 0.03 = II LL
0.01 30 4 0.69 03 0.03 30 0.38 0.35 0•q _� 4.39 3.69 39 0.02 0•' O
o.ol 0.02 0.03 0.05 0. 8 0.14 o�z6 1 0.604 08 a7 • 63 •89 °•41 o.z4 0.13 = 0.07 "° 0.04 O�Oq o,06 0 8 0.l o.z2 4 / -�9 0.37 , zetno• 5 ° z/ 7 °•468 o.4s o s3 95 �v o•��z o•�3 os o•os o 03 7 BEYAPPROVEDUBYOTHE OWNERGEPRIOR TOTDELIVERY RATIONS SHALL ( >-
I I 0.44 = 2• i = �/ 0.51 4.79 6 \ • 0.0 `/ /'�/� H
0.01 0.01 0• 1.22 1.50 0 55 0.,• /' •• 0.0° i•O8 6 s.67 3 O
0.03 0.04 0.07 g6 3.03 ° 0•=9 0..10 °•� ° 62 ° 5` 0.76 3. 2• 5 _ W U
' o.ol o.ol / °'14 28 o.s3 0•
6 � 91 2'89 .66 .95 0 58 0.07 °•07 0.06 0.; ° 0. 1 0.1 0.17 0. 6 0.48 0• O.
8------
0.3' 0.36 0.46 p o•s6 °•45 °•6 �> 3s I \ o• °• o.ly o. 0 8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE -
' I o.ol 0.02 b 0.79 .•$ o37 ° �, 0.14 0,._L_ rp EXISTING i ` °•78
r1"
6'-10" I 6'-10" I 6'-10" "NO PARKING ANY JOINT EXPANSION (TO SMOOTH I
I cRESERVED PARKING" BLDGS, CURB, ETC.)o TIME" SIGN, TYP. BE USED AT FACE OF FINISH
"RESERVED PARKING" SIGN, TYP. 1" MIN. 1" MIN. Isieri'ty CORNER POST, TYP. LINE POST, TYP. SIGN OR "NO PARKING �-
ANY TIME" ;r:'. •;-'' .� " ` r 3��� PREMOLDED BITUMINOUS
SIDEWALK, SEE s 1i" MIN.
SIGN BOTTOM '' ` PLANS EXPANSION JOINT FILLER, CONTROL
LnFULL DEPTH w/SEALANT Engineering
SIGN, SEE PLANS FOR FOR 2" ALUMINIUM POST • Y JOINT
TYPE, FASTEN WITH BOLTS, 1 EXPANSION JOINT DETAIL
N g
TOOLED CONTROL JOINT DETAIL
NUTS, AND WASHERS OF
c 1 SIGN BOTTOM ALUM. OR HOT-DIPPED PITCH SIDEWALK 3"/FT. Verity Engineering, D.P.C.
GALVANIZED STEEL i6 P.O. Box 474
AWAY FROM BUILDINGS Troy, New York 12181
END POST, TYP. WIDTH, AS NOTED ON PLAN
i 2' D.C.
r \ 518.389.7200 verityeng.com
Ln
SIGN POST, 2" CARBON STEEL
GATE POST TYP. U POST, PAINTED WITH GREEN .. ; I
ENAMEL OR GALVANIZED STEEL, ;:..'..'.:..`. . . ..._... . .. �-Js_I?�� J JJ _I J sJ
SLOPE CONCRETE J
3/8" HOLES AT 1" O.C.
4" WIDE BLUE " `"�"s"" ' ENTERPRISE 5, INC.
-O 12' O AWAY FROM POST 1 11I el; _ STRIPES, DIAGONAL MIRAFI 140N OR SECTION "A" NYSDOT SUB BASE 881 Murray Road
�4'-3" PAVEMENT
STRIPES AT 45° APPROVED EQUIVALENT COURSE TYPE 4 Middle Grove, NY 12850
SURFACE 8' MIN. OR 8' MIN. OR ANGLE, 2' O.C.
CONCRETE PAD, SEE1 / PER PLANS PER PLANS 6"x6" W1.4xW1.4 TOOLED CONTROL JOINTS O
NOTE 5 AND CONCRETE WELDED WIRE MESH 6' O.C. X 14" DEEP, 518.584.6174
SIDEWALK DETAIL ""` . 7 I'.
I TYPICAL ACCESSIBLE PARKING LAYOUT SEE DETAIL ABOVE munterenterprises.com
FINISHED GRADE 1.•1 D-
PLAN I I I:.:I L,
1• I I N�
I r.:1 r RESERVED ,
"""I I ""` iii 30° PARKING M Z a
[_ R7-8 PAR�OuU� R7-1
12' (6' LEAF) /\�� �� // /.i 141 f . Q��
CAP �� I'.:I ( NOTE: CROSS SLOPE NOT TO EXCEED TIME 3
BRACE BAND WITH � �/ BACKFILL WITH SOIL {.'� 1,- 1.5% IN ALL DIRECTIONS IN r 4 • Z
a RAIL END CAP c _ c 8 v 1 1-.7 PARKING SPACES AND ACCESS '
I1'
- /� � 12" I I AISLES ACCESS BLE R7 8a 4,000 PSI CONCRETEPLANE POST NOTES:/\ POST BASE DETAIL
EXPANSION (ISOLATION) JOINTSCORNER/LINEGATEFRAME 1. FINISH CONCRETE EDGES WITH POST180° INDUSTRIAL TRUSS ROD W/ 1/4" RADIUS EDGING TOOL. SPACED NOT MORE THAN 20' APART ANDO>FFSET GATE TURNBUCKLE BETWEEN SIDEWALK AND FOUNDATIONS, o
RAIL ������wINGE / // .. w_ e (g MIN.) 2. MAGNESIUM FLOAT FINISH PROVIDE X 5" BITUMINOUS JOINT H
4��������� CONCRETE PERPENDICULAR TO FILLER, SEE DETAIL ABOVE
•�♦�A���♦'�♦�! �������♦�,� ��s K TYPE TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE DIRECTION OF TRAVEL TO 0 -
��`♦.�.,+IJ`�+t�R BAR 3wi7'aif,OP ROD PRODUCE UNIFORM SURFACE.
�, ��=SEMBLY I 02 Sign Post Detail 03 Accessible Parking 04 Concrete Sidewalk V Q
IS
N.T.S. N.T.S. N.T.S. i:♦:.:♦:♦:♦:♦:.:♦:♦♦ :♦:♦:.:♦:♦:♦:♦:♦. . K
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y % \� i\ (�" MAX.) ELEVATION �_ !�'��;,;_' 2.5" BINDER COURSE, ASPHALT ITEM 304.12 GRAVEL o
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!. / LAWN /ao %///�i�/'//////// / �� �� �� �� w
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a SEE NOTE #3 - a ° �AI : rrrh
AI AAAWIRE '-EP ' All, A, A• ll, /
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FINISH (6.1/0 PLAN ISOMETRIC ����c����,c .� .� .� .�
POST GATE LAWN •
_ ITEM 304.12 r /\,„,„,\/.\/\\. \,., i'\//,\/\//,/\/, -��AME�y1111.7 O
- - STABILIZATION �P�O� S
6' TRANSITION ��� �� Q F
NOTES: E CURB1 _, 1%f,` �1;- FABRIC * Q tl w v
Op - ��1111 "�� COMPACTED SUBGRADE, r-
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CONFORMING TO ASTM F 1083 AND THE FOLLOWING SIZES: COMPRESSIVE STRENGTH OF 3,000 PSI. FOUNDATIONS tea° 1 5;c:- S.
°S` 8 ° �pX.l • 60"X60" MIN. co j��I�;l � j�l NOTES: SEE NOTE #4 m Ii � ��
1. POSTS AND RAILS SHALL BE SCHEDULE 40 STEEL PIPE 3. FOUNDATIONS SHALL BE CONCRETE WITH A MINIMUM 28 DAY % ' „ ( I NIow
PROP
BE THE FOLLOWING SIZES: °lei° LANDING ��/11 1. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557. .,� 0 _
POST/RAIL TYPE O.D. 1 I I 2. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY 'OA 09430.\..."1
GATE 4" TYPE DIA. DEPTH 4' REVEAL �36"� OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER. R
CORNER/END 3" GATE/CORNER 16" 48" IM�N•11111111111111111111111111111111111111111111111
CONCRETE FES SIG
LINE 2" LINE 12" 36" 6` $ CURBING
NOTES: FRONT VIEW END VIEW 3. SUBBASE COURSE SHALL HAVE NO MORE THAN (7%) SEVEN PERCENT BY WEIGHT IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
TOP/BOTTOM RAIL 1$" PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
s 4. FENCE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM FINER THAN NO. 200 SIEVE. PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
GATE FRAME (<4' LEAF) 1R" ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
F-567 AND GATES SHALL BE INSTALLED IN ACCORDANCE 1. ALL RAMPS SHALL CONFORM TO ALL APPLICABLE FEDERAL "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
GATE FRAME (>4' LEAF) 2" NOTES: 4. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE A SPECIFIC DESCRIPTION OF THE ALTERATION.
WITH ASTM F-900. AND STATE CODES, INCLUDING THE AMERICANS WITH
DISABILITIES ACT (ADA) . SUBGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95% OF THE COPYRIGHT.2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
2. FENCE FABRIC SHALL BE 9 GAUGE WIRE SIZE, 2" MESH, 1. FURNISH BIKE RACK AS MANUFACTURED BY DERO, MAX. DENSITY ASTM D-1557. THE ENGINEER SHALL INSPECT THE SELECT
BLACK VINYL CHAIN LINK CONFORMING TO ASTM A-392, 5. CONCRETE PAD SHALL BE 6" THICK 4,000 PSI CONCRETE MINNEAPOLIS, MN., "HOOP RACK". TRANSITION FILL PRIOR TO PLACEMENT.
KNUCKLED AT THE TOP AND TWISTED AND BARBED AT THE WITH 2.6X2.6 WWF ON 12" SUBBASE, NYSDOT TYPE 2. 2. ALL RAMPS DESIGNED AT 7.5% SLOPE, AS BUILT RAMPS DESIGNED BY: AJV
BOTTOM, WITH GREEN VINYL PRIVACY SLATS. SHALL NOT EXCEED 8.33%. 5. STABILIZATION FABRIC SHALL BE MIRAFI 500X OR APPROVED EQUIVALENT
DRAWN BY: AJV
01 Dumpster Enclousure 05 ADA Ramp 06 HOOP BIKE RACK TYP.
C-501 N.T.S. 07 Pavement Section
CHECKED BY: BTS
;-50
1 N.T.S. C 501 N.T.S. C-501 N.T.S.
APPROVED BY: AJV
SCALE: AS NOTED
DATE: 02/26/2021
NOTES:
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m
CD
1. CONCRETE SHALL HAVE A 28-DAY FLUSH CURB, Q
3" DIAMETER X 8' CEDAR STAKE COMPRESSIVE STRENGTH OF NOT LESS %" REVEAL MAX.
m �• _ ABOVE GROUND TO LOWEST BRANCHES THAN 4,000 PSI.
N
±5' TRANSITION LENGTH
N Hi DOUBLE STRAND OF 12 GAUGE GALVANIZED 2. REFER TO SITE PLAN FOR TRANSITION
8 MT WIRE, TWISTED (THREE GUYS PER TREE, LOCATIONS. ALL PROPOSED CURBING �j✓������������������j
Hi PLAN VIEW �! SPREAD 120° APART), LOCATE 6" FROM SHALL TERMINATE AT A STRUCTUREcv
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CD �' TOP OF STAKE UP TO LOWEST BRANCHES OR WITH A TRANSITION. UNLESS 6" I� ��wllY z
rg SPECIFIED NO CURBING SHALL REVEAL PROVIDE off
II �il0- '' GARDEN HOSE TERMINATE AT ITS FULL HEIGHT. TYP, UNIFORM L' z
(V (n O
FRICTION GUARD TRANSITION H H
cN EDGE OF MULCH RING TO BE M I-
O 8" MIN. OUTSIDE OF WHERE ESTABLISH PLUGS SPACED IN TRANSITION m a
STAKES ENTER GROUND TRIANGULAR PATTERN AT THE (A cCcC
REMOVE ALL TWINE AND STRAPS, CUT AND DISTANCES SPECIFIED L.)
L.DCONCRETE SIDEWALK J
o REMOVE BURLAP AND WIRE CAGE FROM TOP Q LLQ
(SEE DETAIL THIS SHEET) 6"W X 18"H PRECAST
1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC TOP SOIL, UNLESS OR LANDSCAPED AREA OR CAST-IN-PLACE /fi �" CORNER RADIUS H
CD MATERIALS, IF NECESSARY CAREFULLY OTHERWISE SPECIFIED (SLIPFORM) CONCRETE z
un CD EDGE OF MULCH RING Hi
REMOVE SOIL TO EXPOSE ROOT CROWN CURBING
FINISHED mil �'i_- _ • ,��
un GRADE -� �..._____ 1' CONSTRUCT EARTHEN BERM=if I , tt ! • !-, EXISTING OR PROPOSED
CD �11.�*11/1I , 11N3 4" HIGH, FLOOD WITH WATER �1' • • %�l;��1�4kv:4 6"
ASPHALT PAVEMENT
CD ASPHALT WEDGE '1 M 6 ••1.I••• 4,111 TWICE IN FIRST 24 HOURS GROUND LINE TO BE SAME ��-- ������r��i,�� REVEAL,
CV =/ ...ems*..'0000.'r �I-11 AS AT THE NURSERY -, �✓i•�o����O��Q�;�!������O���O�O����Oy�O�� TYP.
CURB, USE TOP A4,,,,....••.�. .0. A.-A.-.4 : I �.. .:�i, iiia, ii ri�..ii:,. �i�ii,iii,
11 .... _ - - - - - -'11.-1 �� 11.=�,,i�G,'�,.��'i:f�1��✓l��l<���i��✓.,���iOl7i�P���iOP��iOP���i�����iOP�`
FINISHED COURSE MATERIAL =..laba71-.1l'.-11:-11:-l:-11=l-111=11. 4" SHREDDED HARDWOOD MULCH, 11.=1L` .\/\/\.,•. /\/,/.-\/\/•/•/\/\/\/\/\/\/\/\/\/\/\/\/� �\. . . d cv
12" BREAK SUBSOIL 11-11.-71=71 11-11.-11.-11-•11-11-?11-! ` 3" SHREDDED HARDWOOD ;, ii ii
z.
w 711=11=11=11=11=11=1711=1=11M11 -` 1 .11.=11 Al\ :��0���0000000000000������:
H GRADE, SEE �~ WITH A PICK EXTEND OVER BERM MULCH, EXTEND OVER BERM 11.=11.-11:;�p����p��y�p��y�p��y�p��y�p��y�p��y�p,�y�p;����lo :i=11 1 Q ///// /// co H
Q GRADING PLAN / I I I Illl.�l.11.11:�lal�i��G��Op�i��jip�ipOpGpOp�i��jp��✓��•�._._i=11.=11.=11. NI <
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11=11=11=1~~,~, ,4-•
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w �j�� BACKFILL WITH NATIVE BACKFILL _ _ _ _ _ cv
\/ .
p PAVEMENT DETAIL 11=11=11=11=i.� .. a 11MII=11 ] • •
�I ������ ���� ��/ 2X ROOT BALL IN 9" LIFTS, WATER EACH LAYER .:,��` BERM, 4" HIGH 71 71 71=11=11=11=11=11'=11'=11=11= NATIVE SOIL ` o
UNTIL SETTLED, DO NOT TAMP __-. ._ . . . . a
p ""' BINDER COURSE, /•, •
PULL SOIL OR MULCH / i O.4ii'i�.w*-vv.'i'�%�i REMOVE ALL TWINE AND STRAPS, \\/\\ Q Lu
SEE PAVEMENT O• ............, // • •
\���'00000•••414,, \ CUT AND REMOVE BURLAP, REWIRE NOTES:
DETAIL NOTES: BACK FROM ROOT CROWN .•..�.�.�.�.�.�.�.�.:./�4///
�w / � • \\/Off.!.,4!.2.!.!.!.!.�.: , CAGE FROM TOP 1/3 OF ROOTBALL, \\ \\
H �� O O O O 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER
�j � 7- PLANTING. \�ji\j\�j✓\�j\�j✓\�j\�j✓\�\�j j REMOVE ALL SYNTHETIC MATERIALS 1. TOPSOIL INSTALLED TO A MINIMUM DEPTH / • •
H \���� 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE OF 6" ACROSS PLANTING AREA. / /\ • • \/\/\/\j
I-U SUBBASE, SEE BREAK UP SUBGRADE 6" MIN. BACKFILL WITH PLANTING SOIL \ \ \ \ \
w TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. / / / / / /
_ � �O� � �Op� PAVEMENT DETAIL NOTE: MIXTURE IN 9" LAYERS. WATER 2. INSTALL ALL
HANGING PLUGS
/ / / / / / DETAIL / 1
OI / \ __ ^ 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL EACH LAYER UNTIL SETTLED. DO \ \ \\ S
, ) 4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. PLANTING PIT SHALL BE TWICE THE \ \
j / / / �, 6. WATER THOROUGHLY AFTER INSTALLATION. NOT TAMP GENTLY COMPRESS THE SOILS BY HAND COMPACTED SUBBASE,
o /�/��� \� \� \� /� /\ DIAMETER OF THE ROOTBALL OR SHALL
7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. NYSDOT TYPE 2 /\/\ /\/
Q EXTEND A MINIMUM OF 6" BEYOND THE 3. THOROUGHLY WATER THE SOIL BEFORE AND UNDISTURBED EARTH
L.) 8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER ROOTBALL, WHICHEVER IS LARGER AFTER PLUG INSTALLATION.
TENDER CLOSING.
un
Hi
CD
O 08 Asphalt Curbing 09 Tree Planting 10 Shrub Planting 11 PLUG PLANTING 12 Concrete Curb
C - 501
501 N.T.S. C 501 N.T.S. 501 N.T.S. C-501 N.T.S.
;-501 N.T.S.
a 6 of 8
. /
erity
Engineering
Verity Engineering, D.P.C.
P.O. Box 474
Troy, New York 12181
RIP RAP ON EACH 518.389.7200 I verityeng.com
CATCH BASIN FRAME AND SIDE OF PIPE 1:2
RESTORE ALL DISTURBED GRATE AS MANUFACTURED BY MAX.
FINISHED GRADE, GRADE PER TOP OF RIP RAP TO
I SURFACES IN KIND NEENAH FOUNDRY COMPANY, SITE/GRADING PLAN DIRECTING ELEVATION OF PIPE ry END SECTIONS
A PATTERN NO. R 3561 r' / DIA. INV QPEAK d50 La W T _i_i-J1_L �� JJJ _ JsJ
DRAINAGE TO CATCH BASIN CENTERLINE ON SIDE ..4 E, ,.
SLOPES OF CHANNEL FROM STRUC. .-
ENTERPRISES, INC.
(IN.) (FT.) (CFS) (IN.) (FT.) (FT.) (IN.)
PLACE CONCRETE =_ .� 881 Murray Road
AROUND FRAME �i v CB-1 24 322.00 13.50 MIN. MIN. MIN. MIN. Middle Grove, NY 12850
TRENCH irr®®®®i®®®rrrrrr®®®®®®®®_ lift _�L_ `��`p
BACKFILL r 4" TO 12" OF GRADE \\ \\� /��// NDS-1 8 326.50 1.80 MIN. MIN. MIN. MIN. �����pppp�
k'o-'%..::
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HLIMIT OF NOTE: - CONCRETE GRADE RINGS CATCH BASIN STRAPS munterenterprises.com
=o EXCAVATION INSTALL INLET OR APPROVED EQUIVALENT
).... r< r\ �i �i\ r�\ r� r\ GRATE �►�'oCPROTECTION SIMULTANEOUSLa -f 18"
LESSER OF
�� OVERFLOW PORTS,
WITH INSTALLATION OF FILTER FABRIC, MIRAFI '?
¢ 3*OD OR OD + 24" N CATCH BASIN. PRECAST CONCRETE CATCH RIP RAP CORNERS / REQUIRED a
140N OR APPROVED
REINFORCED 4 ��� a
r EQUIVALENT
BASIN AS MANUFACTURED i SILT SACK BY DANDY �^
a BY FORT MILLER COMPANY SECTION RIP RAP DIMENSIONS OfblA
PRODUCTS, INC. OR
CONTAINMENT o
\ ... , a APPROVED EQUIVALENT r
J a AREA, MIN. 24"
u �\ J PIPE, AS SHOWN ON D50d MIN. BLANKET
w , j Mnx THICKNESS DUMPING "'
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\� LL (D SITE/UTILITY PLANS (INCHES) (INCHES) Z
. j z ,nd 30"� (T, INCHES)
111111k4411
STRAPS -
u o \: ¢ o _ LIMIT OF RIP-RAPNOTES:
im /\ O % m w o0 1. MINIMUM APRON LENGTH (La) IS 6 FEET. 4 6 12 CATCH BASIN INLETzzoC 'L m -- 2. MINIMUM APRON WIDTH (W) IS 7 FEET.
~ % z /• elP m 3. MINIMUM D50 IS 4 INCHES, SEE TABLE. 6 9 14 0
\; w ¢ APPROVED GRANULAR BACKFILL 3 -bUbl(-_-1 4. APRON WIDTH AT PIPE SHALL BE THREE (3) ¢
a 18"« TIMES THE PIPE DIAMETER. 9 14 20 ��� O o
/� / MATERIAL COMPACTED TO 95% LIJ
a STANDARD PROCTOR DENSITY a �` 5. INLETS SHALL BE INSTALLED WITH THE 12 18 27 � H g
4La i MINIMUM DIMENSIONS PROVIDED UNLESS Q ¢
C\ / 12" SUMP, MIN. % > /. O o OTHERWISE NOTED. 15 22 32 0
��\/\�\/\�/\1\/\/\/ + \ �� �� �� 1 6. MINIMUM RIP-RAP BLANKET THICKNESS (T)
NOTE: \ a a. 12 j\ ( SHALL BE 12" UNLESS OTHERWISE NOTED. 18 27 32 V Q z
1. COMPACTED PIPE ZONE BACKFILL AND BEDDING TO BE \. .. : ` a' •MIN.•j� kC0C304110
2132 38 o~c
GRANULAR BEDDING PER SPECIFICATIONS OR A.O.B.E. \\
2. TRENCH BACKFILL TO BE SELECT FILL IN LAWN OR = �z / Q 24 36 43 a
M ¢
NON-SURFACED AREAS, NYSDOT TYPE 2 SUBBASE FOR // / UNDISTURBED (l o
\\ � - \ - 1� • PLAN \�����
PAVEMENTS AND HARDSCAPE AREAS. /� // SUBGRADE - am H g
3. ALL EXCAVATION AND TRENCHING SHALL COMPLY WITH \\\ \\\\,\\,\\.\\�\\�\\\ ��\� 0 in
OSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETY J `^
REGULATIONS. � � I--I>< o
01 Typical Utility Trench Detail 02 Catch Basin 03 Riprap Outlet Protection Inlet ProtectionmC 502 N.T.S. C 502 N.T.S. C 502 N.T.S. ( 04 ) Insert
-50N.T.S.
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*SEE PLANS FOR COVER TYPE* o
30" SQ. COVER, NEENAH R-1557 w
24" RND. COVER, NEENAH R-1878-AGL LL
OR APPROVED EQUIVALENTS m
MORTAR INSIDE AND OUT
4" MIN., / 0 SHIM COURSES pF NEW
12" MAX. \ 24" AS REQUIRED TO , .
-OR y BRING FRAME TO �P � S
30" L FINISHED GRADE 4..-C) J�,E F,�/-
PRECAST CONCRETE Q i,
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COPOLYMER POLYPROPYLENE DIAMETER y MILLER CO.,INC. OR
MANHOLE STEPS; M.A. PER PLAN APPROVED EQUIVALENT 112 R�FES S�ONP
INDUSTRIES OR APPROVED IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
EQUIVALENT BUTYL ROPE OR APPROVED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
AFFIX TO THE DCUMENTTHE
EQUIVALENT, TYP. ► ALTERED BY'ENGINEER
FOLLOWEDALL BY THEIR SIGNATURE 0 THE DATE HOFRSUCHLALTERATIONATION AND
111111111ISAN I A SPECIFIC DESCRIPTION OF THE ALTERATION.
LAPPROVEDOEQUIVALENTOR
ORTARP OR SR TORM SEWSR COPYRIGHT 2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
I` Aa--------- -- ------------ DESIGNED BY: AJV
1.8
FLOWb PIPE PIPE FLOWMAIN TO.OBort OM OF SOLID COVER TO BE LABELED DRAWN BY: AJV
FINISHED SEWER FOR SANITARY SEWER AND
COMPACTED SUBBASE, / 12" SUMP OF WATER MAIN�� GRADE "STORM" OR "DRAIN" FOR STORM CHECKED BY: BTS
NYSDOT TYPE 4, TYP. �� SEWER OR ROOF LEADERS
INTEGRAL WALL el
APPROVED BY: AJV
m V v v v v \ AND BASE SECTION MAIN�STORM SEWER
t
SCALE: AS NOTED
/ 4 a / R
/ �� �� �� �� //��/ WATER MA CLEANOUT ADAPTER DATE: 02/26/2021
\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\.\ / \ AND PLUG
ry /////�//////////////////// // // // // // i / MAIN o
r\i\r\\iceiceiceiceiceiceiceiceiceiceiceiceiii\\�\ice TOP OF WATER MAIN SANITARY OR L
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12" COMPACTED SUBBASE, r I
TYP. NYSDOT TYPE 4 NOTE: e
4" CONCRETE NORTH BRUNSWICK, NJ
m NOTES: TERMITE BLOCKS
N WHEN APPROPRIATE VERTICAL SEPARATION CANNOT BE ACHIEVED THE FOR SUPPORT 45° BEND, TYP.
N 1. APPROVED FLAT TOPS MAY BE UTILIZED FOR SHALLOW STRUCTURES. CONTRACTOR SHALL CONSTRUCT ONE OF THE FOLLOWING OPTIONS:
'I THE TOP SHALL BE DESIGNED FOR H2O LOADING. THE OPENING -
N SHALL BE PLACED OVER THE STRUCTURE STEPS. 1. WITHIN TEN FEET (10') OF CROSSING CONSTRUCT SEWER FROM I IB
CD C-900 PVC PRESSURE PIPE. TEST TO 150 PSI TO ASSURE - ---1__I- z
N 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. WATER-TIGHTNESS. off
N 45° BEND OR WYE � o
3. ENTIRE STRUCTURE SHALL BE BACKFILLED WITH GRAVEL THOROUGHLY 2. ENCASE EITHER THE WATER MAIN OR SEWER MAIN IN A PVC (SIZE H H
N COMPACTED IN 12" MAXIMUM LIFTS WHEN INSTALLED IN EXISTING OR WATER-TIGHT CARRIER PIPE. CARRIER PIPE MATERIAL SHALL BE PER PLAN) a
CO0
PROPOSED TOWN RIGHT-OF-WAY. C-900 PVC PRESSURE PIPE OR C-906 HDPE PRESSURE PIPE. = Hi
V
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Manhole (Storm) o6 Sewer-Water Crossing 7Sewer - Cleanout ao
K05 \
502 N.T.S.
;-502 N.T.S.
;-502 N.T.S. H
ul
60'
(..) NOTES:
u- Q
0 1. ASPHALT CONCRETE TOP COURSE - 1 1/2" AFTER COMPACTION. NYSDOT 4' SHOULDER ..- 11' TRAFFIC LANE 11' TRAFFIC LANE - 4' SHOULDER -
ITEM 402.128204 - 12.5 F2 TOP COURSE HMA 80 SERIES COMPACTION
CD (TYPE 7) DOUBLE YELLOW AND WHITE LANE THERMOPLASTIC
j STRIPPING PER SARATOGA CO. DPW STANDARDS
HI
2. ASPHALT CONCRETE BINDER COURSE - 3" AFTER COMPACTION. NYSDOT 1 PER FT SLOPE 4 PER FT SLOPE a PER FT SLOPE 1 w
Q ITEM 402.258904 TYPE 3 - 25 F9 BINDER COURSE HMA, 80 SERIES 1 4 a PER FT SLOPE co Q
H COMPACTION �t«����� \_\_M_� o
W _m�\� _\_\_\_\_\_\_\_\_\_\_\_�_\_\- i�-��v ��.�.�0���-���i�-� \-`\-\-\-\_\_\_\_\_\_\_\_\_\__\\_s N
I 3. ASPHALT CONCRETE SHOULDER - 4-1/2" AFTER COMPACTION. NYSDOT -11 11- ��I�I•I•I�•I•I•I•I•I•I•I•I•I•I•I•I I -.(I_,••(-,•(-•-•-•-•-•-•-�•(-,,,IP•,41•I • -•-�.41P I I I SP SP I•I I�I�-�I�► �1 1�
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CD ITEM 402.128904 - 12.5 F9 T&L OR SHOULDER COURSE HMA, 80 SERIES _,I;.� 1;.�;.4;.�,•a ��Ag:�":,I::!'-�' � '-, ' v v v V - �:�-li�I.I.1��Ijo� ak.��.��.��. �._ O
(j COMPACTION t �` e Q owC
ul 4. SUBGRADE COURSE COMPACTED TO 95% MODIFIED PROCTOR MINIMUM.Lu / '4 / 0 ` C ' .
2.00' COMPACTED SUBGRADE ,'Ap 2.00 ,
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5. A TACK COAT MUST BE REPLIAN TO THE BINDERVCOURSEABEFOREAPLACING j ` \.`•\.�������� ♦ ` ��� ��� ♦ ` ��� ��� ����� ♦ ` ��� � •\.\. \.\.� �
THE TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING � ,D ,D
o DETAILS ( 2 )
I THE BINDER COURSE. ASPHALT CONCRETE (SEE NOTES)
CS) 6. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN DISTURBED AREAS TO 4" MIN. NYSDOT ITEM 303.01 12" MIN. SUBBASE (SEE NOTES)
Q BE SEEDED THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL OPTIONAL FLEXIBLE SHOULDER
(� AMENDMENTS.
HI 7. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX
CD GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 1000 SF. _ 502
STARTED FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED 08 Typical Roadway Section
ry
WITH STRAW OR HYDROSEEDED ;-502 N.T.S.
a 7 of 8
DRAINAGE A EARTHEN BERM, SAND
SWALES, STORM BAGS, STONE, OR SOIL RESTORATION REQUIREMENTS N.
y DRAIN INLETS, e e e e e OTHER STRUCTURAL Veri'ty v y \S) WETLANDS, 100' MIN. TYP f ^ APPURENANCESOIL RESTORATION�� i4 .. y 401�,.�� STREAMS ANDe ` I TYPE OF SOIL DISTURBANCE REQUIREMENTS COMMENTS/EXAMPLEy ,, ���� .. OTHER SURFACE °
,Y /� ♦ WATERS I I CONCRETE WASHOUT AREA NOTE: PRESERVATION OF NATURAL
y \V / 8' •
MIN. NO SOIL DISTURBANCE RESTORATION NOT PERMITTED
y i • MINIMUM 8'x8'x2' FEATURES
EARTH EMBANKMENT �/ j �� I I z ° ALL CONCRETE WASHOUT FACILITIES SHALL Engineering
(LxWxD) BE CONSTRUCTED IN ACCORDANCE TO THE MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING
OUTLET PROTECTION 1 ../ - EXCAVATE IF NECESSARY 11777 2016 NEW YORK STATE STANDARDS AND11!/ i FOR STORAGE ° o FENCE SPECIFICATIONS FOR EROSION AND SEDIMENT
��7fr� / , CONTROL MANUAL, SECTION 2, PAGE 2.24: HSG A & B: APPLY SIX INCHES Verity Engineering, D.P.C.
SIZING : ::-:: * RISER EMBEDDED 9" INTO CONCRETE I , AREAS WHERE TOPSOIL IS (6") OF TOPSOIL PROTECT AREA FROM ANY P.O Box 474
.� / , OR e STANDARD AND SPECIFICATION FOR CONCRETE STRIPPED ONLY NO CHANGE IN ONGOING CONSTRUCTION
ST#1 ST#2I" TRUCK WASHOUT. GRADE HSG C & D: AERATE` AND APPLY ACTIVITIES Troy, New York 12181
d/ W 1/4" METAL PLATE WELDED ALL AROUND. I I •
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-- MAINTENANCE: SIX INCHES (6") OF TOPSOIL Y g•
BARREL DIAMETER (IN): 12 12 • ' ' I \ C � I
RISER DIAMETER(IN) : 12 12 4.0'MIN. SIGN IDENTIFYING t_e �� •e e J 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR
PERFORATED RISER SITE AS A CONCRETE 41111, LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACED HSG A & B: AERATE* AND APPLY
DRAINAGE AREA (AC) : 0.8 0.8 WASHOUT AREA 10' WIDE CRUSHED STONE IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SIX INCHES (6") OF TOPSOIL
ALL SLOPES 2:1 gipENTRANCE FROM PAVED ROAD TO AREAS OF CUT OR FILL rJ...�
DESIGN VOLUME (CF) : 1,500 1,500 OR FLATTER 1' 6"MIN. PAVED ROADWAY (:>•
SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP. �lJ 1�?� I`� � cJ
WASHOUT AREA HSG C & D: APPLY FULL SOIL -----,-, .-
ENTERPRISES, i N c.
RESTORATION" 881 Murrayoad
1„ i 2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE y
RIPRAP 5.0'MAX. 4 TO z" HARDWARE CLOTH FENCE ( CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE Middle Grove, NY 12850
PROTECTION WITHFI
SECURELY
FABRIC
PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. KEEP CONSTRUCTION EQUIPMENT
12" SECURELY FASTENED A PAVED ROADWAY HEAVY TRAFFIC AREAS ON SITE
NEM Shi, FROM CROSSING THESE AREAS.
CONCRETE WASHOUT AREA
3. DISPOSE OF THE HARDENED MATERIAL OFFSITE- IN A CONSTRUCTION/DEMOLITION (ESPECIALLY IN A ZONE 5 25 APPLY FULL SOIL TO PROTECT NEWLY INSTALLED 518.584.6174
1.0' FEET AROUND BUILDINGS BUT munterenterprises.com
MINIMUM 8'x8'x2' DEEP LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND RESTORATION** (DE COMPACTION PRACTICE FROM ANY ONGOING
T NOT WITHIN A 5 FOOT
II -� ACCEPTABLE PROVIDE ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD AND COMPOST ENHANCEMENT) CONSTRUCTION ACTIVITIES
WATER TIGHT WATERTIGHT PERIMETER AROUND FOUNDATION
W o ...i,„_,
o Qom_---_-- -! BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2) WALLS) CONSTRUCT A SINGLE PHASE w
-.- JOINT CONNECTION 2 �•��•���•� FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO OPERATION FENCE AREA Q
W = DIAMETER - 71 12' MIN. ___
10.0' _ii i PREVENT EROSION. H
OF RISER (>24") ,III 12" NO. 1 CRUSHED STONE RESTORATION NOT REQUIRED, Y
EMBANKMENT SECTION THRU RISERTIT - FROM PAVED ROAD TO 4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT AREAS WHERE RUNOFF REDUCTION BUT MAY BE APPLIED TO o
CONSTRUCTION SPECIFICATIONS: PLASTIC LINER WASHOUT AREA FACILITY. OR INFILTRATION PRACTICES ENHANCE THE REDUCTION >-
10MILS MINIMUM SLOPE TO FACILITY ARE APPLIED SPECIFIED FOR APPROPRIATE w
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND 10. THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE PLASTIC LINER ANCHORED 5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES PRACTICE
STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA (1) INCH DIAMETER HOLES OR SLITS SPACED SIX (6) INCHES BEYOND TOP OF PIT WITH ARE TAKING PLACE IN NON-DESIGNATED AREAS. SOIL RESTORATION** IS
SHALL BE CLEARED. VERTICALLY AND HORIZONTALLY AND PLACED IN THE CONCAVE EARTHEN BERM, SAND SECTION A-A z Z
REQUIRED ON REDEVELOPMENT
PORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX BAGS, STONE, OR OTHER PROJECTS IN AREAS WHERE Z O z
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2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF (6) INCHES OF THE HORIZONTAL BARREL. STRUCTURAL APPURENANCE REDEVELOPMENT PROJECTS
02 Concrete Washout EXISTING IMPERVIOUS AREA F-4
ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED WILL BE CONVERTED TO Co H g
STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE 11. THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCH
;-503 N.T.S. o
MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY HARDWARE CLOTH WIRE THEN WRAPPED WITH FILTER CLOTH immmi
50' MIN. -_ PERVIOUS AREA. H a
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TRAVERSING WITH EQUIPMENT WHILE IT IS BEING (HAVING AN EQUIVALENT SIEVE SIZE OF 40-80) . THE FILTER11 EXISTING * AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR DRAWN IMPLEMENTS WITH COULTERS 0 u-,
CONSTRUCTED. CLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHEST STONE PAVEMENT-- 3' S. PAVEMENT MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THE0 -
HOLE AND SIX (6) INCHES BELOW THE LOWEST HOLE. WHERE 6" MIN. ---- .-;1...0011.1"m"..\ SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. Qin
3. VOLUME OF SEDIMENT STORAGE SHALL BE 1,800 CUBIC FEET ENDS OF THE FILTER CLOTH COME TOGETHER, THEY SHALL BE ~ IPIP� o
MOUNTABLE BERM z
PER ACRE OF CONTRIBUTORY DRAINAGE. OVER LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS. FILTER ** SOIL RESTORATION PER "DEEP RIPPING AND DE-COMPACTION, DEC 2008." cH.
c
CLOTH (OPTIONAL) O a
PROFILE https://www.dec.ny.gov/docs/water_pdf/infildecom08.pdf
4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS 12. STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE EXISTING 12 < Z
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED FILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BE GROUND 50' MIN. M I-I
oo
TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT PLACED AT THE TOP AND BOTTOM OF THE CLOTH. ;Z __
SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A LED
MANNER THAT IT WILL NOT ERODE. 13. FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND >o<
J `^
COMPACTED IN FOUR (4) INCH LAYERS. A MINIMUM OF TWO �--� o
5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND (2) FEET OF HAND COMPACTED BACKFILL SHALL BE PLACED 1 o = r
REPAIRS MADE AS NEEDED. OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH '���`
1 / NOTE: m H
` �
CONSTRUCTION EQUIPMENT. EXISTING
12' MIN. 112' MIN. PAVEMENT STOCKPILE HEIGHT --
6.
6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A r -�/ NOT TO EXCEED 16' 2
MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 14. THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASE r �"' . 1 SLOPE OR LESS 3
OR STEEL PLATE BASE TO PREVENT FLOTATION. FOR CONCRETE } ;Z
7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN BASED THE DEPTH SHALL BE TWELVE (12) INCHES WITH THE I o
THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. RISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUM PLAN VIEW w
w
THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY o .4w
8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1 A CONTINUOUS WELD AROUND THE BOTTOM TO FORM A , 4111
OR FLATTER. WATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEET OF 11110
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STONE, GRAVEL, OR TAMPED EARTH ON THE PLATE. 1. STONE SIZE - USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
9. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
N
Tr Pi Outlet
F E
Sedimenta e Ou eo
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Trap p
FOOT MINIMUM LENGTH WOULD APPLY
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3. THICKNESS - NOT LESS THAN 6 INCHES. -
4. WIDTH 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4. `"•-•- .W.X.T.W..E.X.X.MX. .-17.0." 1°1141''
ri,ISLOPE r i • IINGRESS OR EGRESS OCCURS. 24 FOOT IF SINGLE ENTRANCE TO SITE. n °�
SLOPE m *1;1il� w
SILT FENCE .,� 2
5. GEOTEXTILE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. l+ _
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION X9430
1
ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT ROES S�ONP�
MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DRY AND STABLE. FENCE.
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 2 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE
DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL "ALTERED BY"FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND
3. SILT FENCE SHALL BE PLACED 10-FEET DOWNSLOPE OF TO EROSION AND SEDIMENT CONTROL PLAN. A SPECIFIC DESCRIPTION OF THE ALTERATION.
SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE
REMOVED IMMEDIATELY. EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, COPYRIGHT.2021 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS. DESIGNED BY: AJV
32.00' 22.00' WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
_ TOP EDGE OF
/ \
04 Soil Stockpile Stabilization DRAWN BY: AJV
STONE FILL / - 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH N.T.S.
\ / \ RAINFALL EVENT. C-503
CHECKED BY: BTS
/ \
/ 20.67' \ NOTES: / 10.67' \ WOVEN WIRE FENCE APPROVED BY: AJV
(MIN. 14 1/2 GAUGE SCALE: AS NOTED
/ 1. DRYWELLS SHALL BE PRECAST CONCRETE AS MANUFACTURED BY 03 Construction Entrance W/ MAX. 6" MESH
\ FORT MILLER, SCHUYLERVILLE, NEW YORK. SALVAGED DRYWELLS r \ N.T.S. 10' MAX. C. TO C. SPACING)
/ - MAY BE REUSED ON THIS PROJECT AT THE DISCRETION OF THE / / - � C-503 DATE: 02/26/2021
DESIGN ENGINEER. / /
/ / /� -_ \ /� -_ \ \ /� -_ \\\ • ��� _ i, 36" MIN. LENGTH FENCE_ POSTS DRIVEN MIN. 16"
2. STONE FILL SHALL BE CLEAN, WASHED, AND CONFORMING TO I ,_ INTO GROUND.
M o ( / \ I / \ I 1 ` NYSDOT #2 (TABLE §703-4) o I Lo + / 1 1 I STORMWATER MANAGEMENT PRACTICE 1 ---i-�i_ ,
N o I I SIEVE SIZE % PASSING (BY WT.) ry o INFILTRATION BASIN1"---7---•
.... {-- ___- 4`i- 1
I \ / / / 1z IN. 100 1 \ / / / I 0.080" __ � r ' -�_-r�a---� I __ HEIGHTOFFILTER
cv \\� // \� / / / 1 IN. 90-100 \\ // PROJECT IDENTIFICATION: 7 __ !
ALUMINIUM SIGN SPDES NYR
cv z IN. 0-15 / / p 1 8" MIN.
r-I / #200 0-1.0 \ \ PANEL, BAKED W ��, W W p� i v v
y / \ ENAMEL FINISH MUST BE MAINTAINED IN F\' W `i' w
cv \ DRY WELL \ / ACCORDANCE WITH O&MPLAN
3. GEOTEXTILE FILTER FABRIC SHALL BE MIRAFI 140N OR PERSPECTIVE VIEW
cv APPROVED EQUIVALENT. o
/ NO NOT REMOVE OR ALTER H
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N 4. FRAMES AND GRATES SHALL BE INSTALLED IN ACCORDANCE WITH Be TOM EDGE 36" MIN. FENCE POST �` o
BOTTOM EDGE / OF S ONE FILLH H
o OF STONE FILL \ \ ..--'---
THE TYPICAL STORM CATCH BASIN DETAIL. ,,/c."-----TOP EDGE OF WOVEN WIRE FENCE (MIN. 14 1/2 M F-
\ STONE FILL NOTES: GAUGE W/ MAX. 6" MESH SPACING) m H
- 4 / WITH FILTER CLOTH 20"MIN. cC
1. COORDINATE WITH DESIGN v
PLAN GALZANIZED ENGINEER TO OBTAIN PROJECT FLOW Q Lu
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p GEOTEXTILE FILTER STEEL POST, IDENTIFICATION NUMBER. �� UNDISTURBED GROUND H o
FABRIC, SEE NOTE #3 329.75 299.75 II z
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0 2" U-CHANNEL COMPACTED SOIL
o� WITH �" HOLES 2. IN LIEU OF A SEPARATE POST H
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I' ► i6 AND BASE SIGNAGE MAY BE EMBED FILTER CLOTH 16"MIN.
c.) STONE FILL, ,n - AT 1" O.C. _
MOUNTED TO NEARBY FENCING A MIN. OF 6" IN GROUND.
un SEE NOTE #2 4 . e� a
OR LIGHT POLES USING 4"�
CD avTTTllTl � ��������, ,..,,,,..,,,,r4":41":4, _ 328.25 =I'I'I'I'I'I �,u.:., 298.25 - �, 1 STAINLESS STEEL BAND CLAMPS
--..41..--:41,--41..--:41,--:41,--:41..--4.)!--.,,,--.: u u.0..• d r .,,, 7, i, i, i, i, i, i i, i, i, i, i, i, i SECTION VIEW
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cn ^-u u.0 u.,,u u..0u u.u.• u u .4r.�.0 u.. tat I I I I I STONE FILL, cv
J ,-,t,-,t,-,f..0.,-,t,-,t,-,t,-,0 , • •, •, i i. • i, i, i • i. --,•;$--,•;$--,•;$--,•;$--,•;$--,•;$--•"..."..."..."..".." "�. �. �. �. �. �.
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H u u u.0 u u u. • DRYWE L L, ,...,,,,N.!--:41..---. u u u u .1.--:41,--:41..--- ,I-,I-,I ,I-,I-,I. ` DRYWE L L, eZ�jIV IV IV��lf � � � � � � � � � LO I-
¢ •�i�'•�'•�'•k k �'•�'• a '•it'•�'• '• r'•t t'•f '•t '', .e•.e•.�•.�.�.l• a .�•.�•.�.�.�ot CONCRETE BASE cv ¢
-u u�uuuuu�u� SEE NOTE #1 .!u!u!u! �!u!u!u!u u!u!u! �������� � ♦; SEE NOTE #1 j=====�=♦:- 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE o
w I^ I^ I I^ I I I^ I^ I^ I ,I^,I^ I^,I I^,I^ I I I^ I^ --,•41.--,,,,--,,,,--,,,,--,,,,--,,$--,.�yy�yyy� iyryry�.y�.yry� TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR cv
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♦ I I I I I I I I I I•I I I, �, �,,�, �, / ,.•.,.•.,. ,.•,. ,. ,.�.,.•.,.�.,.�.,.�.,.�.,. _ � HARDWOOD.
I i�i�00i;i��0i1i �i "i1i 8" THICK Itimimimim-imim-im. - •' , r u y 1
o - `r�^�I'rI=I'rI'rI=I• -1,411L-4"4.1:1"r FOOTING • u u u v'u:'i I ' �I�I�I�I�I�I I�I�I�IrIrI�I
�•�•.�•�•.�•.�•. 7.33' !i;! I. Of.i it lili I .Ii_I -u-u-u u u " 8.00' r u-u-u.0 u.0
Ul -Iv u u u u u �.� ?� .:fiei tWi ite I I • _♦�♦u♦u♦i♦u♦ , I7♦�IpI�Ii♦�� 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH ¢ >
I ,I�,IiIiI��- ,IiI�, _ _• Y 2,500 PSI CONCRETE
- v u u u u 6 83' u !�''u - i I ♦�♦�♦�� ••� , `v=� - TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN oC
Lu -I I�,Ii,Ii,I��� ;,Ii,I� - �;Allwr _I .� .� ie i _ 6 83 =Ne a •. WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
v.0 u.u.i�::u-u u:u-44 - '10101010101011, 10110101,01010,,Z,-! u: cilli u:u-u •17',..41!,....1,,
: .u.. s .I' I Ii l►-I:--I:. �I:. -I:. ----1 *I' �I:.- -1V-I:-�, ♦,.
1-�-��I r-Is-ls-ls-ls-ls-is-ls= �,I-,I�,I�,I�,I• -,I'C,L�� •� _ ,���,. i, i, i i �, i, in, i. M, i. n, i, tr u��e :i
i i i - �. i i i i _..41_-.�.� I ,.�= = = ANTI-CORROSIVE COATING
��.��.�-.� r�.��.��.��.��.��.��'8.67'err�..�..�..�..�.r- -..�.. . . . . . ..�..�..�..�..�..�..,.1.00' - - -��= ..�;�;�' 8.67' ��'`- _
- v ITlit rcr4 u.u. nr ' u^u^u^u^u^u^u^ u^u^u^u^u^u^u^u^u^u^u^u^u^u u^u^u,•r I . ,�iiii�itO POPPPO O ik, OPP O PPO OitiO * 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
w -I I,I I I Ii I I I ,I V I I I I I I ,I I Ii I IiI I III ,I V I I I Ii I �,� -�•.�•.�•emmi e�•.l•.�•.�•.�•. ��•.�•.�•.�•.t•.�•.�•.t e�•.�•.4a a ON PORTION OF POST IN
w 322.58 �"""""" 292.58 N OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
_ _\�A\A\A\A\A\A\A\A\A\A\A\A\ASA\A\A\A\A\A\A\A A\A\A\A\A\A\A\,A ,1 I ' 2j\/A//‘/A/A/j\/A/A/j\/j\/A/A/j\/A,/, 1r CONTACT WITH CONCRETE FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
of --420.67' 10.67' 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED DETAILS (3 )
rn SECTION SECTION
UNCOMPACTED EQUIVALENT.
¢ DRY WELL #1 SUBGRADE DRY WELL #2
v5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
8"m o
"BULGES" DEVELOP IN THE SILT FENCE.
ri
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05Dry Wells 06 Stormwater Management Signage 07 Silt Fence
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;-503 N.T.S. C-503 N.T.S.
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