SIGN-0403-2019 NOTES:
SI}2 Da}CI WOCkSI18@} - 1. CONSTRUCTION IS TO PROCEED IN ,ACCORDANCE WITH THE
REQUIRED PROPOSED CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR
SHOWN ON THE PLANS. ALL ELEMENTS OF EASEMENTS AND RIGHT-OF-
Lot Size = 20,000SQFT. 57,063 SF. 100% WAY PROCUREMENT ARE TO BE COMPLETED PRIOR TO BEGINNING THE
NEXT CONSTRUCTION PHASE. THESE ELEMENTS INCLUDE ALL UTILITY
Site Statistics: hi
- Greenspace 30% 20,908 SF. 36.6% INSTALLATION, THE BASE COURSE OF ASPHALT, PAVING, AND
14,418.4 SF. 25.3% ESTABLISHING GRASSES ON ALL OTHER R.O.W. AREAS AND ANY OTHER
- Asphalt E 2 G AREAS DISTURBED BY CONSTRUCTION. FOR TIME FRAMES h4
- Building/Sidewalk 7,361.0 SF. 12.9% X AS MAIN OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL
-Woods 14,374.85 SF. 25.2% STABILIZATION (SUCH AS THE USE OF JUTE MESH AND EXCELSIOR d
MATTING) WILL BE USED UNTIL SUCH TIME AS GRASS CAN BE
Building Height 40' MAX 30' - '--- �e
Parking Spaces 28 spaces (on site) _ ESTABLISHED. LLJ
3 Handicap spaces (on site) � ON I
Total spaces 31 1 N 2. IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION = �
pE Gq ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION U
Setbacks (Building): S S _ SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. Q i Ln
Front 50' 51.70' _W_
_W WY d��TL��N AVENUE
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Side (L) 20' 79.3' hF� Gq -- --W 1 11 V 3. IN SOME INSTANCES ESTABLISHING VEGETATION ON R.Q.W. AREAS
30.4' -- S _-_--'7✓--12" WATER MAIN �NUE GAS PIPING WILL BE NECESSARILY DELAYED WHILE CONSTRUCTION IS IN ® 3 u7
Side {R) 20' p� - W-�- DETAIL 1 /C-7 PROGRESS. DURING THESE TIMES SEDIMENT CONTROL MEASURES WILL Z
Rear 20' 98.3, -- - �PF C W� - BE EMPLOYED TO PREVENT SEDIMENT FROM LEAVING THE SITE. x
WATER TAPPING VALVE p
---_ W VEGETATION IS TO BE ESTABLISHED IN THESE AREAS AS SOON AS IT cn
W__� _ DETAIL 4 /C-7 IS PRACTICAL.
-i �Az.r W �� 1' WIDE PAINTED STOP BAR & SIGN
PARKING CALCULATIONS NG aw,y of�uF '°TY- 'IVW �s 4. THE SEDIMENT CONTROL MEASURES DETAILED ON SHEET C-3 SHALL d z O
qS BE IN PLACE PRIOR TO CONSTRUCTION START-UP FOR EACH
BUILDING SQUARE FOOTAGE = 5600.OSQFT. = 18.66 W- -W CONSTRUCTION PHASE. THESE MEASURES CONSIST OF HAY BALE
300 �'h cRF DIKES, SILT FENCES, DRAINAGE DITCH SEDIMENT FILTERS, STORM W Op ¢
14 EMPLOYEES = 7 I 2 T cLv DRAIN INLET FILTERS, AND STABILIZED CONSTRUCTION ENTRANCES. G_ 00
i N 3- -gp -,GATE VAI - ti z r
2 + SIGN %ow ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED Ln
'`en < - AND/OR REPLACED AS NECESSARY, AND THEN REMOVED FROM THE SITE T v
25.66 2 .4 DETAIL 16/C-6 / �✓
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I - PRESSURE SEWER DETAIL ONCE VEGETATION AND PAVEMENT ARE IN PLACE. O CQ
ADD 20% 1.20 x N ? (n a>
u) 3 I3 2 DETAIL 15 / C-6 ( I - �l
31 SPACES w SANITARY GRINDER PUMP 5. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND03 L
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SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED z a N
- - C. �� f DETAIL 5j C-7 AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE
WATER & SEWER DEMAND - _ -
75.7 W o FIRE HYDRANT - w--- I DISCHARGES. � z � O
FLOW PER. EMPLOEE 10.2 GPO x 14 EMPLOYEES = 142.8 GPD DETAIL 12/C-6
5600 SOFT x 1/10 GAL/SOFT = 702 GPD �- -- --- GRADE CLEAN OUT _�. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE O
702.8 GPD f U� ® THA DETAIL 13/C-6 a O
PRESERVED. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO DID
0
MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. ALL
F 79, \ I HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM �
PR $ } LIMITS OF CLEARING a PROPSEG 4" PAINTED CENTERLINE
-"I 3 DAMAGE. ALL 'UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE c
j a ' o FRENCH BUILDING DRAtANDs N/F OF 1� AVOIDED.
DETAIL 3/C-3 s?a:EET
WOODS HANDICAP DETAIL 1/C-6 7. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES o
L _ _ 0 / 18, SL I OF CONVENIENCE" SHALL BE AVOIDED. CONSTRUCTION TRAFFIC
_ 80'x70' / PROPOSED 5' WIDE SHALL NOT CROSS STREAMS OP. DITCHES EXCEPT AT SUITABLE
�� MED)CAL / I CONCRETE WALK 8/C-6 I
ART BUILDING 12 CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY
5600 S S NG PROPOSED ASPHALT WITHIN `•'d.ATER`JJAYS OR DRAINAGE DITCHES.
JJ I I I FF.= 99.7 // I SURFACE 6/C 6
cIRF 304 9-.3 ■ 2'xz°Rirt�Imi,Rao in Z 8. TOPSOIL ,AND FILL THAT IS TO REMAIN STOCKPILE ON-SITE FOR
CIRF copy to readHHHN �� PERIODS GREATER THAN 14 DAYS SHALL BE STABILIZED BY SEEDING.
,I PRIOR TO THE SEEDING OPERATION, THE STOCKPILED MATERIAL
K� 1 -PROPOSED BERM CURB I E'� SHALL BE GRADED AS NEEDED AND FEASIBLE TO PERMIT THE USE OF
AJ Sign $0/199/C-6 CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, d
llCURB MULCH APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL
Il 1 1/C-6 PROPOSED f A c
!BENCHMARK 'x: i � ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FT OF ANY DITCH, � �
� = STREAM, OR OTHER SURFACE WATER IiiiiiiiiiiiiiiiiiiI
I �''y�} x
W I L�� U PRO IND. LATICE RFI I i EMBED HAY ALES 4 INCHES. STAKE ALL BALES O :RESIST q' R FORCES. t 4 �^
GO C ° ' l�:rl FENCE & GATE 5/C-6 HAY BALES SHOULS EXTEND FAR ENOUGH UP SLOPE TO PREVENT WATER
5 n �5 I FROM FLOWING AROUND ENDS AND CAUSING WASHOUT. HAY BALES COLLECT
SIDE
o WALK Q OIL UNDER LOW FLOW CONDITIONS. HAY BALES SHOULD BE USED IN
L - PROPSED LIMITS OF CLEARING �q - w
- _ �y DRAINAGE CHANNELS FROM MAINTENANCE AREA._ G i
1 0 I d R2p _ Z
oo
_ f E-
LANDS N/F OF
RINGER I I I I No ` HAY BALE BERMS SHALL BE CONSTRUCTED AROUND ALL STOCKPILES OF
FI OPSCIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN
WOODS vj E: ED FOR PERIODS LESS -HAN 14 DAYS. HAY BALE BERMS SHALL <1Z
L ¢ CHOF ND MAI NTA!NED IN GOOD CONDITION UNTIL SUCH TIME W r
31 PARKING Q7 , 6�4514
Do - v SPACES H' ID ST _ES ARE REMOVED AND STOCKPILING AREAS ARE
rQj _ -,HT T, tiAL GRADE AND PERMANENTLY STABILIZED. p
- 50_SETBACK
' GENER3L SITE NOTES:
j' 11 -RITI TO NSTRUCT 1 CONTRACTOR SHALL OBSERVE EXISTING r
' I I __J \ DINGNE RIFLING L DES AND FIELD MEASUREMENTS AND NOTIFY Fy't
11 I __STM NEC MST BCR ED APPROVED HBYFTHE ENGINEER SORELAND LANDSCAPEFIELD
3 I 24�' ! -I.-ITECT PRIOR TO INSTALLATION
SIT ® O' / E y THE UTILITIES SHOWN HAVE BEEN Pi-CITED FROM AVAILABLE MAPPING.
_ p05 INV=94:'�;1 I-.Y ARE NO. CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION, OR NOTc: xnauH-u�cce m xorsm,wcmca ws H°r etxx R¢ru+m
-DIRE 4 I IR COh. TNESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO onmaT°Riouus oa o°xsniucnou°JEc�"i� sNTwcre'ncr-s, '"s'
rRIFY THE LOCATION AND EXTENT GF ALL STRUCTURES AND UTILITIES. RE{ATED ro rAe coNsmucnox x rHs PRamr.
I P N rHe coo-ov causrxucraN a-n-ex¢rs w 14
-- osncRr s wrtx rw,r as ixacnTm oN ms PUN,THE coxmecTOR
_ INV=94. 0 3 ONTRAC`JAP SHALL OBTAIN ALL REQUIRE➢ APPROVALS, AGENCIES
sxu sroP R nw°Naruv me uieN�er ewc,NP�R as
INSPECTIONS APPROV P.LS, ETC. FOR WORK PERFORMED FROM AGENCIES Aswur au RRSPasIRlun ANo Luecm ARIS&G RIEREPRON.
-- HAVING JURISDICTION THEREOF . G°poUi cT A4 our NOnRrx:uerxrn. A trLx c
PR°PERIY OF HI.RUN-4cP£E o�N°RiH 4ERIG.MVY°NAUMOR6
I � wY1H]U!TIE P£R19^SICW o<H5RW!-IA°GEE 6 S(R:CRT PROHBxm
P� 4. CONTRACTOR SHALL PROVIDE PROPER SIGNS, BARRICADES AND/OR TMw me RCPRo il.1.i Ms 61 ore cornNc or aw P x or
2 -�_ ! FENCES TO PROTECT WORK, PROPERTY, EQUIPMENT AND PERSONS FROM 4 a-vw�isc°NDsrA"P'TrsT ooP�pirt-w,c'rn'-'T IXus
DAMAGE DR iNJURY. or-cowRicHr waura.--uc,,5 uxu-I s
5. DAILY TRAFFIC,IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED HARtAN-McGEE of NORTH AMERICA
v �-�IRF I ' WITHOUT PRIOR APPROVAL OF GOVERNING HIGHWAY PERSONNEL. SPEED 4MA00LTA�IVWI2020CH RD.,
AND TRAFFIC CONTROL SIGNS ARE TO CONFORM WITH LOCAL, COUNTY,
HOLDEN
��� i AND/OR STATE SPECIFICATIONS.
Hj LD AVENUE � 6. CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ALL I?EMS DRAWING:
�_� DAMAGED OUTSIDE OF PROPERTY / CONSTRUCTION LIMIT LINE, OR ANY
�_ -- ITEMS DISTURBED ON THE SITE WHICH ARE NOT PART OF THE SCOPE OF
1 THIS PROJECT / CONTRACT. SITE PLAN
DQh,� E 7, PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE (AND
LEGALLY DISPOSE OF) ALL DEBRIS AND EXCESS MATERIAL FROM THE SITE. SCALE: NTS
I B. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AVOID DAMAGE TO
-� ANY VEGETATION TO REMAIN, DMWN BY: TAD
- 9. ALL EXISTING STRUCTURES AND UTILITIES INCLUDING BUT NOT LIMITED
- TOI SEWERS, CATCH BASINS, INLETS, MANHOLES, WATER SERVICE, PUBLIC nAT& 5 2O O
AND PRIVATE UTILITIES, POLES TO REMAIN SHALL BE LOCATED AND
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED #26 ALLEN - PROTECTED. IF SUCH STRUCTURES AND/OR UTILITIES ARE DAMAGED, THE
- CONTRACTOR SHALL REPAIR OR PAY FOR THE REPAIR OF THE SAME TO A ADDED STOP SIGN, B S i 7�12/0
1 SITE PLAN _ i,, MINIMUM PRE CONTRACT/PROJECT CONDITION i TAD
_______ ____ _______ BY THE PLANNING C-2 I 10. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 'WHICH Z SI WAU TAD 7/23/0
__
SCALE:1�=20' DISAGREES WITH WHAT IS INDICATED ON THESE PLANS, THE CONTRACTOR
BOARD OF THE TOWN OF QUEENSBURY 0 30 60 90 , SHALL STOP 'WORK AND NOTIFY THE ENGINEER OR LANDSCAPE ARCHITECT. a
^^ I --_ SHOULD HE/SHE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK,
-- I HE/SHE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING N
THEREFROM,
PSoiBCR No.t{1t8 PP+P®
li, THE CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG 1-800-922-4455 FOR STAMP:ass�
VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST ti���,,.•••- "e' HMNA35-
CHAIRPERSON ____________________ I ' 72 HOURS PRIOR TO THE START OF EXCAVATION.
12, CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION !yY• Z¢ DRAWING No.
DATE SIGNED_°___°-____ REQUIREMENTS AND PHASE 'WORK ACCORDINGLY.
13. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN EXISTING 7•W
UTILITY SERVICES ENCOUNTERED AND RESTORE ANY SERVICES DAMAGED 'i^��'t'®SDg15 ,•�\'!��
OR INTERRUPTED BY NEW `dORK. u
ERN N4 if ld�t� P.E.