Loading...
HomeMy WebLinkAbout20230008 Duplainville Warehouse Otherr 0 M :31199518 Industrial Development 00 Duplainville Road Warehouse I City of Saratoga Springs I Saratoga County I New York State SITE PLANS COG"I ., �� �%, f CITY OF SARATOGA SPRINGS MARK TORPEY, Chair MARK PINGEL, Vice Chair . TODD I C o e r PLANNING BOARD J- �,� KERRY MAY MAYO W j 2023 CHUCK MARSHALL City Hall - 474 Broadway BILL MCTYGUE Saratoga Springs, New York 12866 PATTY MORRISON b Tel:518-587-3550 fax:518-580-9480 www.saratoga-springs.org inn -Au g U Z) 6 r_- U NOTICE OF DECISION In the matter of the application - #20230008 Munter Land Holdings, LLC Duplainville Road Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 177.-7-67 in the City of Saratoga Springs, on applications for site plan review and land disturbance activity permit for a proposed 45,480 sq. ft. flex commercial warehouse with corporate office and 25,000 sq. ft. accessory building and associated site work in the Industrial - General (IND - G) district. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as Type I and issued a Negative SEQRA Declaration on March 23, 2023; Upon fulfilling the requirements of "Posted Notice" in 13.3 of the UDO, the applicant presented proposed revisions to the site plan at the April 27 meeting; On April 27, 2023, the Planning Board made a finding that no new or different impacts would likely result by the site plan changes; On April 27, 2023, the Planning Board rescinded the prior approvals granted on March 23, 2023; And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on April 27, 2023 passed 7-0 in favor: Torpey, Pingel, Fabozzi, Mayo, Marshall, McTygue, Morrison: © Approve land disturbance activitypermit and site plan set (with revision date 12/ 16/2022) - further modifications to the site plan set include resubmitted site and utility plan sheet (revised 4/24/23) and planting plan sheet (revised 4/25/23) with the following conditions: I . Vegetative buffering shall be installed along the front property line (adjacent to Adams Rd.) extending 50 ft. into the property per planting plan (rev. 4/25/23). 2. Vegetative buffering shall be installed along the west side property line (adjacent to the residential district) in accordance with the interior side setback yard requirements per 11.7 A. of the UDO. 3. Existing vegetation along Adams Rd., a designated rural road corridor, adjacent to the front property line shall be maintained as a no -cut buffer of approx. 15 ft. 4. A no -cut buffer note shall be added to the final plan set stating that the vegetative buffer areas (to be installed) will be maintained as approved and will not be clearing or disturbed. Page I of 2 5. Significant land clearing is required to accommodate the commercial operations of the new company moving to the industrial park. The Planning Board discussed at great length the community benefit associated with preserving trees throughout the city's urban forest and the applicant volunteered to coordinate with the Planning Department to mitigate the land disturbance. An opportunity will be pursued with the SoBro Conservancy to assist in the re - greening of a vacant parcel that was once the site of an old gas station. 6. Stacking of product in the outdoor storage yard shall not exceed 30 ft. high. 7. The applicant shall install a max. 8 ft. high wood stockade fence with sound attenuation in accordance with the revised planting plan and fence detail. 8. Final plans shall be provided to the satisfaction of the City's designated engineer and DPW. The applicant is required to: I . Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City. This must occur prior to final signature by the Planning Board Chair. 3. Submit two (2) paper copies and one (1) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (18) months of approval as per Article 13.5 of the Unified Development Ordinance. Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 13.5 of the UDO• May 12, 2023 Date filed with Accounts Dept. Chair 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 WORK, IN ACCORDANCE WITH RECOGNIZED GOOD 811). 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 I AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, ON THE SITE. INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALL I BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 10. ALL B, L USED IN TRENCHES WITHIN ROADWAY, ACCESS THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY-FOUR AND PARKING AREAS SHALL BE PLACED IN MAXIMUM DRIVE, AND I (24) HOURS IN ADVANCE OF ANY INSTALLATION TO BE ABLE SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A I TO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTOR MECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISE I SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL NOTED. UNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SO 11. WHEN BACKFILLING AROUND PROPOSED OR EXISTING THE ENGINEER IS ABLE TO USE THE RECORDS FOR THE PREPARATION OF RECORD DRAWINGS AS REQUIRED BY THE STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX (6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL LOCAL MUNICIPALITY. - 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. 1 UTILITIES. 13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE r 5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BE CONNECTED, TEMPORARILY OR PERMANENTLY, TO ANY i 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 J 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 r 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. E n r----------1 n .. ___ • • �_1 r LF 1 L---------J I LJ / t-----------.- J n J r 1 I 4.4 ti 1.4 4-4 p 1 ! i I I " n m f I ' - ------ ---- � ------------- - �� m � rr[IF -- - I - - - - - - - - - - - II ,. L-------------------------� U SS � 9 0019" semi I 19 SCALE: 1" =100' I� 29 r ^_ SHERWOOD TRL � `' c4 M DUPLAINVIL_ a I '----_ADAMS'RD J Cp RQ 43 MLingerCem ..:z Sheet List Table Sheet Number Sheet Title Sheet Description 1 C-000 Cover & Notes 2 V-101 Demolition Plan 3 C-101 Site & Utility Plan 4 C-121 Grading, Erosion & Sediment Control 5 C-161 Planting Plan 6 C-191 Lighting Plan 7 C-501 Details (1) 8 C-502 Details (2) 9 C-503 Details (3) LEGEND Ex. Major/Index Contour ------100-- - Ex. Minor/Interval Contour -'- -----99-- ----- Pr. Major/Index Contour 100 Pr. Minor/Interval Contour 99 Treeline Sanitary Sewer SS Storm Sewer SD Storm Catch Basin/Manhole a Water Main W Hydrant �} DW4 Water Valve Gas G Property Line - - Setback - - Ditch/Swale - - Road/Drive Centerline - Fence, Chainlink Silt Fence SF Sign i Utility Pole C1W Lighting + [�- -a. 12-0 TP Test Pit Inlet Protection E3 Rip -Rap Landscaping 00-%* ABBREVIATIONS EL 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.I. CAST IRON C.B. CATCH BASIN C.M.P. CORRUGATED METAL PIPE C.O. CLEAN -OUT CONC. CONCRETE DK. DARK D.W"L. DASHED WHITE LINE D.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 MED. 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 QTY. QUANTITY R.C.P. REINFORCED CONCRETE PIPE R.D. ROOF DRAIN REF. REFER TO, REFERENCE SAN. SANITARY SEWER ST. STORM SEWER S.W.L. SOLID WHITE LINE S.Y.L. SOLID YELLOW LINE S.D.R. STANDARD DIMENSION RATIO STA. STATION SQ. 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 WT. WEIGHT W/ WITH W/0 WITHOUT I A V erl ty Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com A�"\ muter M unter '" EYE°p�� E N T E R P R 1 5 E 5, INC. 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com w 0 w �C Q a 0 oc W H ul Y z CD 0 } W W � z LL } F- z C 0 v a C WF- Q LJ Ln Ln a C o H a CX_ LL o } H V) v o cc l� J Z H > z I �\ 094301 P O,-ES Si0N 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 > > a > ¢ > a > a m z cn cn o O H U1 H O V) V1 H Z O H 2-1V1 O H V) � z: O F--I > > V1 V1 m d Cr Ci H M: H M Ln I --I coV1 Ln W H J W E -I J H f H w 0 CJ CJ Z H M m In rn N ' N r1-1 N N N N m N N w\ O N Coo 1-1 Lu H Q Q CD 00 O O N 1-4 O w o v ED ¢ I j COVER & NOTES C - 000 1 of 9 a. 00 (n N 00 rn N 0 N u7 O c7 3 0 0 O 2 N 0 N N i V) I- w w = V) 0 Q v i N 0 N N i rem ( �t r / ( I \ { ( \ \ \ / 1 \'° \\. 1 f ) l I / )/ ` -._ / } / / / >s _ / ) "" \/ ))l/ i ( `j r �' l it / / / i 1 \ I— I\` 1 \\ 1,l, r r rj/ \ ' � , t / !1 \/\ /`) /� / J1-1 L J \ \ , f O. r /; , /a ) L `� °� '� _\ �` ° •c 1 { '> ( — f / I, \ l � �� .I / v I I (- v o \ v 6 \ \ 5 / 1 1 / l I / I ( - � r r� � �' I o ( / \ / -'/ r ( / / / I � I � � -) t {- / /_ / / -` e ^ ` t --o / \\ r -I (\ \ } 11 J \ ) (l II 4 - / / / r I if ( l) ✓- __ - � ( \ ) \ v / , �\ / _/ ( ( / v � I\\ { \r \) 1� L�� `-__� �-(_,,-I-I- -mot\ // zt , `!\I > ) \ / ( \ S % 1 / \ ( t ( / / ) / / /1 / --) -- r J -- \ \ n ` ___j _. e -, _\" n, ( J l 11 \ d' I _ I r I I I / / / - `\, \ \ \ l- - \ t Y- < ) _/ \ t / 7 / j - - ^- r( t\ % / r p II/j ( t'fir\ % \ \ ) ) /) / \ (%/ (✓ //r) (I I r� ✓ L �? -_ //•\y; ��-\o\ \`1--\\ `r `j- �, Ir-�_-r� N �* \ \ \ � ( c / I \ \ 1 � /i %/// ( d a � e ,\- 0 r / ✓I f �, / > /° '' __ 7 1, _/ � ( i < ` -. - - - \ f \ I - \ \ r \ \ � � \ '`\ ./ V \ \ I \ ! v i A t r l ) ( / // Al - \ _ o i 11 I ) '- 1 � _ (� -s S✓ /� � - A / { _ / 1 II ,>)- 11� ! t v -) y v vA / / r /% / n L ) X : � 80 < j j ) { / " � , _)v � 5 1`''" ! � f� / r v( J` 1.,-�`- _ -- A� v )) < \ / \ ,,✓'l r // e - v 7A 117: 0 7 -1 ,I? � i C / f \ ( ( ( ) l \ `� 1/1, I l A LAND, V sF OF t 1 % L 1 r J t \ / / - ( Y ✓ / \ \. LANDS N// GFu 7 'A \ } -\} ( 4 / � - (Q / r } �� f ; (/ ) \ ( d 1 1 /P I \ _ �\ \ 1 '� / /i '' o l � l / 5 ( ZONIN � u �� �ae��J� �r �r � t a yi �, ,1 � I / (7 � / \ /-.- \ , / _ . ( / r � i I ! / 7� ZtJ�9l±�+ ' RURAL �t�S,10�7YTIAL {�C'h',i ) W \ < </ USE: S'IL? i6TXAt. � A'R? I ( \ } r � , � � ~) / J � J / r I J 1 / )( � " t A \ i j / (t U E:° R SI�?EN77AL / ( l / � V \ I �Z � � � , � 0 r / 1 ) \ / - -/ I ✓ / -- . r � � / -!' \ - r e / / ( ` ,, \ F� \� ( r \„' J / C11r > �"If � \ \- '(r (''"' \ / 1 / eY// o_ c / \ r-} r- i e\ ` (v / �/ ` l / I_ ✓ / C_ -. �) -\\1 / \ �\ ) ^\ - i ! r-Gr^N/ / ) \\ I \� ,/ r "r � (`'` II-) l /`s `1 ) /l i'(- I -'� ( \ ( r` ( ei / / I J `/ �- � 6 �, - / J - � �, - ) `- \/ `ti / _ -I rJ r/i , r,-- I ti, �. l ( / �� % (I- l r- o / ) } 1 �� \I __11 ( `l � _/_� >`. -1 \1-� / J_ - -) L \ j\ -, '\ �_^ / / _ ) / ~ \ (/ / / ° / i j .e 1 \ , J ( SAX /D., "t 77, 7✓. --. I---58 / \\ / C r / / / _ v ) j \ �i -- -.-� l \-- '\ \ ) y / r \ _ ! g t r`; / J -` \ - / - / 1 f ` ) I_ - V �.--'• /, (,y r•- f ✓ v- %� ,/.� „v ram' , „1 / \,/- ! �, - •- - > J r� `-- ^ ` - a - \`- o - - �. '\ (_, -\ I ✓ ,- / � l I ( ( / ) LANL).,�° Ice's' ° r /__ ( \ _ ` r -� \\ I \ � %� ''" i"! "� '�-I_ t - / % ) \ / l �. � ,� .� 1 L / / / } r 1, .� CITE" OF SARATOGA I I _/ \ - \ / r \ \ 'V \ ( \ 7 y ✓� r e � - � \ _ 0 r- ,rr / / �1 \ .- 1\ l / Y I< SPRIN S _J '/ 1 \ r < \ l / , � i - \ p _ { > � �� s, � %. � � � ), 7�� �_� - --_ - - 11 ( \ ii �� O / / �` --"a' u 11 `� SEE amom�a \ \ -� i / � ,, �,� �E1� o �.... -> - 1. L / r) ( ! \ / / ( / ZONING., Ud' BAN _\ / \ t - / a 0 ,� � �� � �EE�r_,� �EEEv � � m `� �`. - � r l ✓ t \` ```` I `-) J - ��_ - -' � � -- -� - -, - - \^ / ._. f - I �. Ij �. / I / � iC / / / r.rl l) ±121.5 /Jf/ ��-\�) If /-, \ ) ✓ / i J >- ) I ) ` „- „ r' 1' )' ( (Ij / / r // I / I \, - - , / / ( ( �' ) r m / 1 t / / \ \ \ J I / J//( L �� / y r , / / t. s _t ov a ) i ►\ � t I , J// JiJil) rr /_ I / / r 1 , I / Y <_j — ) ,� �I / /� ` ` \ mm i- I \ \ I " \('I I (( _ _ / /�/ //� � — } — — J \ J 1 // // /l i // J / % / / \ u \ _ i f / a v _ _ . I I 1 r t / r ) �l t/� l �� / __.! -/ �,. ✓ `� / t , -- �.: f//r� J r ---- Ml d / / / r (/ =� ---,__j--,, y, / r r ram, o\�t� t 7 )/ %�/ / '� \ ` \ \ /T� ' I ' \T 1'/j \ / \ /_ r\-� \ \ittil(t- i �/ / ,� n J / l ! 1 1 f { i /._ �J`-• `� / i - I �/ A 1�� t �/ /�J ✓ / \J t ' 1 / / 0 \ � / f i / l r <� I \'I\\it I (j c / ,-/) <\ // f r 1 r `. ( 1 ( r- 50 (- e r/ / \ 1 w..1 tl 1 1 (\ / , / >, \ / r ,.. - e.....� q F , r r , j r \ ,,,,,- i ( r � t ` !' i ,._. < / \ r / _, i \ r< \ LANDS N//F- - ? � 4 ( (r � / '� � ! r / � � I I `( - \ " / � \ 1 - / 1- _\ MAUL A,SF'i_AG� ` / 1 s --r ( ^�\ - -- • 2ON1N:�.° ,I \ ) \ / 3 g- ELECTRICAL POLE AND LINE', / / -� J ✓ , ` </ \ ) I` \ �✓ / / SU Va BAN / f f i — RESIDENI7AL--2 (SR--z" "C- -1 / � / \ (`t TO BE RELOCATED BY OTHERS f f I/ "I .,' ) \� \f / / (\ 1 ✓\ e L ti ' 9 _ , v- A n 4 / - - I/ ( r 1 �� ci r, -j , - _. \V A V '\( f e \ \ 1­ 7 �w / r L \ TAX lid. 17i -1--61 / r � � :-m s S \ \ \ \ 1—ti __j , t `!� ( / ! �,, 0 4 ( L ) � SCNC LLC \ \\ � s 1. INDUSTRIAL (II t �\ _. / t \ LANDS N/'F" OF / / / r y,.s ; a I ^' �f- 1 � r / ) - JOSEPH A. CALANDRA \ / / / s ' - � / f a � � t', i I- \ ( i, \ - - Z'CNVING`.- SUBURBAN '< - ^ < / ( > \ C' ( 1 _ - �./ / 1 EASEMENT TO -, � � \ � \ r - RESIDEN✓77AL --,2 (SR 2) r \� _ i ti BE DISSOLVED = � f °: A ° � < �- T I / � � U ES1%iE IiAL ' / LIMITS OF _ `s. ° r s > r w �' N' � � < J r I /, � r �� 1 �7 5 CLEARING , w; J -� _. \ q \ I\ I \ J l I 11 J ,' � � J d,' f' �, < I i ! :._ .AREA OF CLEARING ,;'' z ,,• � ;�, �✓ \ / J4 r '\\\ N Ij 11✓ / 7 ±20.41 ACRES 4 ! ` \ l 1 ) -- \ I 4 ?' ) r a 11 \ / f ✓ J � �/ t __ z I / N,i ' \ / I J ,_ / nOF' \ ( \ / ` i } y / ^, j . r CLEARING ti ( -4 T B M ' t - o t i \ I J ( ._ I_ x, 4 rv- , t \ / �� L_, / I - n q r ' d _ 4 1 , -h TAX %Ll 1 F7r7. ? . _.. I.. &; g — r t ✓ . r - __ ti 1 / / / f i f -r d \ - /•� I Ct ' LANDS aV,/F` OF / / - / .... � � \ �' j \t t� . `�-.. 4 t -� J r ` J s 1 m F'L)AF?t� N. DECKER \ P I 'i ELECTRICAL POLE AND LINE �' / f � d ( - '\ D RAL-2 (SR. , r / % TO BE RELOCATED BY OTHERS -' / I, RESIDENTIAL-2 •-.c . - e, ' i w ZONING:• SUBURBAN / i r 1IIIII ,L ^, l ) (\ \ -- �.. 1` r N 3 I 1 /( t ^ r �j ,,, ( ) ( \ It / \ , (l j i in ., � ( I_- I / 7 ) CI I 1 Cj /r 2 � h, Sv /-1", I I v t r - l _ � ,, k ) !t 1 " >�t- i =S'NFoF 1- _ a ._ Y — i SUBURBAN J r" ( / � `� 1 / I A � ( ' y ^, I / / A / 7 ?AL{ -") f ?"STD N77AL t / -,- j /I"v , / ( / J / / f I - A t / �' ��-, / } _s / -2' r \ d/ T ' ' —..- i ' f d f`.-_.- - ,, V f \ "- 1 `' f \ -, /<1 / V �,.,��� 1 , I. I / o y /. s r. _ _ ...__ - f ": o \ i / / � P / \ �, w i , / 1 r � b I 1 Z- i F I -1 �, r� 6 _%'% (� Att�� V / 6a.6' ISED Sri _, `"t /'YWY I l3S l�//F t,?f (/ ) ( l � ( r- �` � , t x� , ) J � ,N - v` r; "1 .�-- -- „' r') / _. 5� ' i t_ DRAPER \ J ')III J % \ - -- ' � \ = t � / - _ ✓ / J ': ,a.._ a t r i w ' T l / �. SUBbRB N II (( \\ t t \ 0 / l / ,` / j ! // / ( / ,/1 </ \ ~- \ \) </ °r l /� ' 1 /�1 " ®' 1 ', / / \\ r � ( t / I 1 ! / / / I �\ / t / / l f I ) / -\ A ( r \ � 1 \ / v - <-� � ,s / / A - /I /;. ? // ( / ( ( / l / ( /J/ / / / 1 / J ) 1 if { u v ) - I , \� r A 17Zf / / \ / /I I i/ / / / ///// I/ \_ v ? v \ t / \�/ ___ t I � /� � / / I \ / / I \ \ I / / / / ' / / / //` / / // t" /% ( j ( / / \ r v ( \ � - _ t )��) _ ) l ' J I (� J `\ lI I \ 1 \ \ I I ( / / J / / / / / / -,/ J I I - f� - sT r , -\ �`, \ F-v / I , SAW CUT -_1 ,� // ` 1 I , l 1 / I 1 ( r / f /// / / ( -7 \ � ) / 1-- \ / Ic ✓, ✓ �. ( 1 i \ I - 1 / � / , I t ( i (1 i I I I ( 1 � � r/ i/l r (/� i J /(� e \ \ f 11 s r / � Y j `Y �-� �` 1_T_ I \ \� ��' e \ ^� �d �� J ~ I d ^ F� \ ( � _j -\\ _ r /\ \ / \I ..( \ ♦ 4 1 _ _ _ f _ - \ � / ( I \ i 1 I i / / 4 r --1 /)// ) J t i'/ / J / �_ t ✓�` 1> o } ✓ \ r 1 l` \ , -1-- / -1 l/ / / \ _ y \ ( \ t } \ t (\ i ( I \ ( / /// (%/ / I d 1> / \ r l \ -, / \ '�` , r, \ / c ,r,,. \ \ 1 \ \ , \ \ ) , \ I I I / __/ --\// ////11 r%/! -J)/ /�/ l rJ~-\ ` \\ '_� �, \/ \ 1 f4 \ ^e ( \� ( ) n / \ ,~- _ \tip (* � �- r� \ (l \ r`: " / -- \ r/ l /J !'` � I/ r I \ ( I I I I \ I / ( '!// / / - � \1 ", I i ) Qc � �) (� L \ / /_ ( N, ,� / I , -� ? \ i \ \ ((, 1 % I %//�/ I /- / 0 ) \ --- \) l _ \> ! I j��7° ') / \ \1, I -✓ � `tv` r I ( r-\ ) / t ` t { ' i \ \ \ I ,' _ ((-/�i i/ //r ✓ / v 1 r``" ` / C \� _ / )� ! \ , _'! �> I ) \ QU ArN �J o `- ` "I fit,; e - ' 7 / -1 \ u / � \ � ) TAX' 1D., 177 -�- I --6'7 � /,-e - ( �- I J ) ( ) \ / I 1 \ ---✓ f l /`/ / /// / r / / ) / s <' u I `\ \ 15 ±19.7' �5 - % I 1 J / / < ) \ % / / ! / .- ,." `' \ t > \ -- ✓ ,--- \ I �/ / LANDS ttifl- F• ( / �' r � � . � ( 1 ! l \ \ \ \ // // / // r / r ( / % I ) \ ., / r 1 \ o f l CN,� LLB _ r ✓ // (/ C 1 t \i - // - // 1 / /i / // / \\ \\ ( ) _✓ r' _I \\ ii( s) q I -, / v J j / \ \ \ r I / ✓ / / / ✓ r r 1 / 9 \ �) i i 5�,� 7avt1 INDUSTRIAL GENIAL / C \ \ \ \ { (' 1 ¢ % - ___/ ` \ / 4 ) \ / / / / - - -) "Z \\ \ < � \ \ I /ALL STr?IAL (INL)--G1 I �, k / ✓ \ ,, -- I . = - - / I / / / / t \ 1 / / / / -- \ \ / 1 y �... _ r J \ ( ) ( J ` 1 \ \\ \ \ 0 \\ /r / // /// / / _f \ \ ( I \ �/ 4. �y j vir / ` I \\ \ TREE REMOVAL TO BE LrNDrE \ fI / r \ e� / / c I \ i / 1 1 1 \, / r \ 7 � ,, < r �";, _ _----- / .;j: I \ > _ l / ) ( ( \ \ \ \ \ �r / ! / / / J \ ) ( / 4 ( 1 } I ( '` `� ( / ) I r� �- ( ` 7 / l / / a ( \ . / - COORDINATED AT TIME s H 's i \ \ \ f/ / / / / i / / ✓ 1 % 1 \ \ 1 \ ,> 1 / / I (` r' / ` / �` \ ( ^l- ( ) 1 1 ��/- OF RAIL EXTENSION z r \ \- / / / / / J \ (_ -'" l' / % I l \ / ► '`` \ ✓ / v q \ I \� <\ lei �r f� _ ( C'` \ } / \ 0 / / \ l -- \ \ \ � \ \ \\ \ \ I_ '\- -.// / - - /.� i / / (4 I Ij \ ,_ � 0 \ \ ! / / r // _ � \\ r _' \ \ \ \ � ' / \ _ I \ -' ! / \ I , ' %\_, ( r a / d 7 / \ \ { \ \ t / �- �\ 1- i a \ \. r\ �� \ \\ \\ J /rrisi , ` l I \ I \ J ) / / / / ! 1/ /ram c I \ / �/ 1 \\ \\ (\-.-," `,i t ,��I l j / 0' `(\l �t. \\"_-- �> St \ _ - \\\\\\\\ \\ - /// // /-/ /� t-i > ) / 7 r - % �) /I �t L /\ ( \ / � �� r_ c \ \�/\ i G/�`�� . - J/ L �-! 4( I _/ /\\ /V ( ✓ l t .SIB° / \\\�`� '� � �`_ ` -. / / / / I- ♦/ t {-fi L,-- ) k� \\e -' o i j \ �� 1_ _ o J _ } 1 \ ( / u y __ � \ _ � '�� (' t \ \ \ - / / -<• 1 ` t� 1� l r -- ` ) s ` < / N!% \ !z _ ,. _ \ \ { t ` ' _� , I / ( I \ �. v ✓ ( / C `\ \ \� `--`_�//r/t/ /_ram r-' l r ; I �l_-!r\ \_,L)/�✓ t I I � �� /) / ) I ( } \ \<1\ 1 r' I / +++ <� �� ` ) "I "I I I,♦ �' ,r�/ \ \,\ - -/ C ( \ \ \ � / / / / t \ / �L\ _ ii \ < \ G \ ( —/ ( \ I / s / 7 \ 1 \ \ --_— r �, \\ P \\ \\\\ — 11 / �'-.. \\ l li \({r \�) ( / ( ~t /-� �\ l <� I/ I / .� (- (� rJ 0 (\ ' /-` / �� ,1 / l \ ` �i I _�i �) �_`�' — — ' \ \ � \ -- ^/( / - /r 4 \ l I l ( /), I > jj \ ( \ '�-/ J } < ` \ L./\ %�\ `�? i I\� „r * -/ \ rV \~ /� \ i rr\/ \'� / I I (I R 4 / \/_j -./ \ / ( \ ., - -- / I/ / f.>\ � 4 a / / > / F \ \ \ I m \ \ J �,' \ i , `� -. _ \ ti ti - -' \ / 1 \ ) l ` \ / l / / \ J ) / r l ( \ �) / \) ) ><'� i j � l \ r� ,-� `��( (v I ) .L _ 1 I I` I I , \ i \ \\ .\ I 1 \r \ T J \ ) ( \ tl / / / ) \ 'j _I ( - I- 1 r / 1 q f� \ _ o ( / /i i/ t \1 r 1 \ .1` \ t / _ \ L J / \ ) �(1 y t \/ -11 r / L \ _ tC/ , \ ti A _:(>' \ I -' - ) \ / \_ \ V 4 r \ r s) J t v J P s..- K.,,s^� \ ) / , l/` ;� \ \ /' -'� ( ' \ `�\ /i \\ l S \ r/, ,_, J / 1 \ ^^(� r - / l \� (. - ,..".,..,:.,:,.:.,....... � l C \ 1 \ � f�/ C._-._.._.._.._.. - _ \ I - L�\ /✓� / / �J rT \\ -� I\ \ �,/ \ \ �f t I // �� - k� r \ % \ _ ,\ _. _..-- ) ---- 1 \ ��r H I' � 1 DEMOLITION NOTES: _, \o �\ �- 1 / /' \ t \ // r �,lj ` l \ /" \r ir\ {-✓ ���r--I / ?' "J ' ~ / \ N / 11 r i \ (y ( �) ( i fv / \ \ ♦/ �i �� f - /\v ' ( Jl 17 ( ~\ \\ / "� r ( I) ��1 / { -I I o [/I ( II L/� ( ( \ \ \ ♦ r \ 1 \` 1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE ) % REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGA SPRINGS, NEW / J / (/ / r' < 11, \ ' f \ \ \ "�) ) rr� \ ' ") I ? ff- --L F I\ 1 7 / l 1t �♦ vv �/ I `�� \I I \ - J / ' J ) / i r/ , \ti \ _- I`\ L� ' // !✓1\_\J q \ JJ , lam, ) / �,� I/' (\ t YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHER AGENCIES. _� _� _/ ,-. ( ( / / J \ \ � �- l , )- -,/ / r 1 -� \,,. �- ,�\ 1i �-,---�_ k -✓\ II \'\ p- R /_ / ( II It l I `� ) (--/ 2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN APPROVED AND PERMITTED FACILITY / ) I / r t_ a �� \ \ / / \ ( / - / r )( P I / I ~i I v ) /\ \ / i ti FOR THEIR RESPECTIVE MATERIAL. - / / ( e\ / j \ t f, / \1 ) ( � �^' , ( l , (� � 1' ``I ,�� I 'J / Tag2 \\ I ti /I ` ) ) /�\ 1 \ \- ✓ `/ \ (11 / r ( \ \ 3. THE CONTRA ' � - ) /- - �� - / ) _ _ t - \ \ �\ \ t _ I I / CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED PERMITS. "- \ <, -// /r' /' j J / f -� /~ —'�- -ice _" J� - " ~ ` / ,mil %)� \ '\l // IP . // / L - � ( i ; l iI ___W ��r�p �I 1 fr �, \�!} 4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, GAS, ELECTRIC, TELEPHONE, CABLE) ){ _� v .- -^ \ _ ,z SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITY COMPANY / // / I -_ / � J j < \_ - -_ �x\Q (\ e 1 _ REQUIREMENTS. ALL ON -SITE PIPING, WIRING, AND CONDUIT SHALL BE REMOVED AS INDICATED � �/ / /`I /`' (- �\° ( ,y/`- ) FREEDOMWAY J � �.,,_ o \� �/ I i ), ` (>L�„L , / BY THESE DRAWINGS. (- `ram'/ %/1-/ } 1-11 C)I� t / \\ r/� sue\ / -\ _/)� > J✓. /` 1 !, y�`�% (� f �� ®a!` , `.!/ �° / I s I I q I `a ) / /� �- 5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITY - '' / /,- �-r _ \ � /' � ) (` I r i) i \ ! - ', ^. / I H 7 1 � /� £zt 1 ( ! \ ( 1 1 COMPANIES. - ✓ I / � . �.. L-1 . - . , 0 E -...-- . - .. - _ I - r I I / / r ,^ , / 1. t $ _ ..r —Odd EL+....a .l. `` f , Z -,, ( I I \ ( J o ` ✓ -�. ,�-.e .. _ OF# EL .. .. — OH El --. - .._.._ .. _-__ Oti EL --cfi - �_... ..._ _. —OH EL _ _ `•`' .... \ ,.- o �— EL - ....� ' M1R i.� --�7� 0 - It, .._.._.. ---`.---- --` E7HSTH16 8•' SEWER ._> .._..� .__.... .__... _.,_.- 6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISE POLLUTION - - ( / - �\ �` ! \ \ i \ r \� \� - _, - -_� - �� - - _s - - -- -s- - - --s_ - \� -s- - - \ / - e GENERATED DURING DEMOLITION OPERATIONS . J / ` r' \ a - , ,. k- \ I - . / -t r �`� _ - - — .fT�- N -- f' " - -� "i - Ar. / "I / n r) / f7 ^��(/�, /✓� IAY II3 1,r 1-- 2,.212 %( , /^{ I ( / L l_, . 11 PLANNING BOARD ODU8 7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALL CEASE / `� / t I ` J .� / LANDS N ✓F Of- \ / I WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, AND CONTACT THE DESIGN / ( S`�1 �- `4-.< /\ l \ \ - 1 I \ r^ /' leERSIA USA d�',,IJ�ERR S � •/ \^ --- I � \ e/�'�' e � F 3 - . . ,... o \✓ - c ROV ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS. HAZARDOUS ) J j , r t - ✓. - ' \ - �_ \ ) y/ ( �JF✓lNG" INUU'S7F'!AL GFAEAAL / r „° _. I/.1� 1 71 --��/ _ \ (- i `\ �- I N ( - , ,� t�� , d/ ur�de r it L3 ) \\ /\m /r,.(.__ -` r 1< `� \ � '1\ `-� `) \ \\ \\ �`\_ \ IN€?USTRIAL (1NU-G \a ` � � � �.✓a \ � p of a resolution adopted / WASTE MUST BE REMOVED BY A PERMITTED HAZARDOUS WASTE CONTRACTOR TO A PERMITTED \ � \ • �; � ��iERCIAt A // l \I\\ � � ,r � � �•_.�•� � .�., � � y p ed �" `� , �� I by the Planning Boa d o the City of Saratoga Sprin HAZARDOUS WASTE SITE. / ` -/ / (\\ - /\ 8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, REMOVAL OF: TREES, VEGETATION, - 6 \ �r h - -Y l r/ (% - \\ l\ \ \�- --,:^ _J v I / r / / \ /-- \� z� )-'`� 3 ( Date Si Chairperson _ / / I I / ) gned: 2 23 SURFACE PAVEMENTS, AND ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN. SUBBASE SHALL ' }- �- 1-' ''--- / � o NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWINGS. �� 1� ` \ e `�-� a ?, , -,),--"--\— r \� -di �"` ✓ 1-, \ �, ` ^ /\_ / � \ r \ J \, -_ ti ,4 ` I ) r \ / J y \ ) -,, J 11 J \ 11 \1 / __1I �" l �� g \ '^ I , )I / / 9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM DEMOLITION WORK SHALL BE `~ \�, / \ � ~_\ r I (-- -) \ - --\ I LEGEND BACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF / - / r ( 1 / \' I r. - ,- - \ ,l c / _ r \�J I � i / \ 1-1 i r- �/ a \ \ \ \ a -( d l TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BE COMPACTED TO A MINIMUM 90 0 \ .� \ I._.( _,.. ._ .� ( /'\ \ ,, > 51 't ( .�,r��,._..., _ _ PROPERTY LINE STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTS MAXIMUM. I / - -..) ( ,(l J / \ W v ' ) ) --/ ® - \ \ \ > ') r 1 y! f r -'' r- t 1 - t "/ \J d 1 if \ �-- J \/_ ( / ) r r - / r - \ _\ I - - I I - __ / - \ ( \ a- > >\ / `_. -/ 1 ( {° ( 10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVE FENCE 11-1 r - , / I J iE\ t J > J- ✓ - \ \ \ ( 1 I \ `~_j L / 1 _ i` ) GRAPHIC SCALE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGE DURING t \ J �1 C r l (~ \ ( J�y / J� / \\ \ \ ~ r / � �� ' ^\ `, ^ �/, �, A , N I I CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THE LARGE TREES TO < i t", ( L\\ ) \/ ✓ ) __ '�\ > \ \ ` j� - \ ' ` I f -- / I 1 I - I BE PROTECTED WILL BE FIELD IDENTIFIED. / _ /- -J \ l J / t 7`/ I i I so o zs so 0o zoo ! j i n (l-r \1-�fi,\,a (` / I �� t/ > I `1l I ( /I / \ \\� \\\\-"J` \ 01 \� /)�y_ /, __. /-.-.. _ ^�-v \\ II (", [ b _ \'`-1 1 - / I / `t-_ram f� 1 r r < t i r} \ \ ` \ \` \ / 8 I I 11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE. ✓ / � ( 1 \ - ,• - - - l -� \ 1 1 / +r l �% / If O r / .J < ' l ) I \ Y' . ) ( .,- / \ \ \ ., ,�® �.. ./'� ti / - - /- (- .,,. \ I (-- "�uT---__ut a \ / ( { \ `' �� /- / t u / \ ) \ \ \ \ -1 \ g ( IN FEET } 1-44 . i < _ ✓e, / / I I II 1 inch = 50 ft. � i, I A en 0. ty , ''I , :_11 �, - � - V �: , ­: ,'� ,� ,:,,, , - " .1 11 I , Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518-389.7200 I verityeng.com Omo CGf,N E Rq! munmIwr mur ENTERPRISES, I N t . �ptiTy 881 Murray Road Middle Grove, NY 12850 518, 584.6174 munterenterprises.com w cn 0 w Of :3: 0 Q O DC w J J H z H Q J CL H F_ f_ `" `L z 0 } W 3 z m a- r z O z O _i U ¢ Co wo cr N LLJ m Cr) cD z H or c- ullQ F_ O H ¢ F_ 0 } U =) m LU m w f L _J _j� H H > z H J d 0 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT® 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 > > > > > a a a ¢ a m Ln Ln o Z Z H Z O O Ln O (n Ln O O H " F-I H Fq F-1 m: I-- CO a. 1 . i , I W or w or Ln H cn H =n H m _jU z z > > ¢ N H ­�n Ln H W J J H 0 U U z h-I m m m m N [V N (V N N \ \ \ \ \ W r- r m m o F_ N N N O i < \ O \ 00 \ LD \ to \ N 0 —4 O O O r-I . , I IT W p U m ¢ LU DEMOLITION PLAN V_101 2of9 0 1 V V V 14 1 V_ rn-rrvc auFFFR ARFAC writ RF MAINTAINED AS APPROVED AND WILL NOT BE CLEARED OR en ty Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com G�� E Rqd ENTERPRISES, I N i . MAC_'Iy` 881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com W Q F- N Y z CD 0 w LU z z z o 0 V .J ¢ C) w I_ > ¢ w oz C!) Q CD Q H Er ¢ LLCD ' ) H V cc Er Q W J z J H > H z Q J a 0 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT o 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: 1" = 50' DATE: 09/14/2023 a a a ¢ ¢ m z C11) Ul) rD H O O O V) cn Z O z O Cr) H E 4 F-I H F- 2: > > Cn Ln m W W cn In H co co co m z Z = Q U) W W [n L/) H W H H Q V V Z H M m m m N N N N N N W \ \ \ \ \ N N O Q \ \ \ \ p O Cy)c0 Lf) N _T W o V m Q W 1" nC SITE & UTILITY PLAN C-101 3 of 10 0- n It N 00 O (n N O N I- l9 O I r-I cD 3 0 Q kD N 0 N N Cn <C U N 0 N N 1-1 CL \ I- \ I I - r I , , 1 I - ^ , p - - s . X , , / ,-,/ / I \ a J I, r \ e \ J a , -.-�- ✓\ -'- \ 4 / d / C ti l \ L, i n � , % / 1 I \ j `� ( / /- i ,_ / t ➢ % t �� ).' \ -� iI\ �\ I r• r 1 \ I/ \ -- \ (� f� (. (�T 14 �` \ < / 0 / ! I I \ _ / ) l l r r - -`� ✓ / ✓ It'd) / ( I % / i\ - - ' \ C h \ v\ -- \� I 1 ? \ \ 11 \ - \ k I < > - / / I' I ,\ v / - t \ . - s -` ( /J 17 ��` `" t ! \ / i 1/ } ' \ / • ~ \ � ,--I r) -J \7 r t >� \ \ -,t / ,/r \ 1-1 \ >1 \ \ �- I C I / -_j -- \ \ 1 \ I l ` I / - _ //l l / l �� j / I-- / p ' / J / r / f ) L _\ � I \ J {\ I 1 J i / � J 1 1 1 1 r ` .~ / ( \/ t �° 7 \ � -1 \ �r J \ J / \ , _ _ / / / ) i I- rn ,-1 / 1 l ? -Ft / / J r 1 i f _ ) t \ _If I _ _ t ( ( IV I I % (�+ - _ / I % / / / - I / I ` ^ °`L� f ✓ ` \ 1 \ / '' ✓ %/� d / ` _i ` \ \ I a J\ \ A \ f _ / - I I I \ I I \- ,\}\ \/ -' / / / % 1 j l `.b / J \ ��, \ %f ' /f /< \ 1 \ l 1 �, \ r� i� 1 r // \ / % I� / `` // �� ) �,� \�,`' \ \ _( - /! / �) / r / / / / / I I) b +>1 C , r _- ( \e t \ J ( `t 7\ �1 �, I� `l- P \ s ~ : }�, C 11 ~ `\ I\ / y \ \/ e� \� \� \ d ( -i P ` -� \ \ I i r, ! / / l / '- \ \ r ) I `� ✓ \ �_ \ ^ e " ` '� ( �i ) , a / C \ \ I/ _ L i)\ r✓\r \ I \, \ \ ` � \! / l (/ / � >J i I �` - I , ^ , r l / \ '- -- ., \ \ r � 0 � 1 `-- / \,> \ ` ` v f l \ a, \ .� ✓j \ A,� �_/ - \ r' \ I j \ \ I \t \ l % ��lf/,% / r S v f ( 1 ��, 7 '� f - a � \/1 J` J% ` 8 /J 1 Cc� `�• \I C\� s1 \ �- 1 ��i t ` "`- `,-- _ �j f ; -'\ C \ "tl�� \' j iT \�1 1 I \ I ( f 1 \ \� \ ! j ,/ /// l \ ) S I 1 J J ^ / J •,, j ( r / t � � r (� A r > , v a � � 7 -.., ✓� - ) 1 I I � ( \ 1 J `\ ,\ `\ / r )// / / it !- - l ) / (I > 1 / ) (� r -\ l t- \, ; i \ / ) �' ✓" 'v, ° � � J \ -, 0 > o /\ /� \) L.. `T v`` ` `" ",.r- � � �, \ i t (�' _ � �' � /✓ ( � \v v� ? �t s \ '^ v/ �1/) (� ( �1 /vYr l II r r r/ /- � '-'�A -t ji (\ 1 / ' � ° �r�> t-� r ^� I- \ -,.v ( / i -�/'- � v -- f�v� vv ( \ \ "' -.. ,- //,• 1 1 ! t 7 J \ - • \ , >� 1 , C - (� n V \ / ( / 1 \.,r -,,1 / \\ ✓ \ h \ i \ 1, -\ , ✓ 'i j \ 4- J 1 / / / j /, / \ < ( / i � '� 1 �s \_ \ - J ` \ l \ \ \ \ \ f % 4 . / I I t 1 L � V \ ) , \ `'�- (; 1 ,, 1 / \ �� r_ -- `(, / I \ / \ \ 1 I ''k \ ,-,/- / 1 / / " _ � ` I h \ / I� / r '` � -t A r� f _ j , \ I -\ -1 � I ( ��/ / \ I ( // �_rJ `1 \ _} \ / \ / e j� \ 7 ( \ t� ` �- I ` r ) } \ J l T d/ (1 \ \ r S)/ ( ( 1r✓ �y (\ \\ ( 1 `C`f I r-�^f r1 11 /1 -/ 1 d 1� / ._i c ) � \ ---\ / ✓ f/\\r\ \\ \` f__11\. `� �- ,�� f-I- - \.�_`_r -1_1f I �- v \ t (� \\ d' 1 I f ( I 1 ( p I / t ✓ r \ \ I- - // / \ / ✓ / ,, I- I �� L_ ! j ! \ � �, `� ___) I I t \\ ,�- \ 1 ( \ I i - / \ / ( J I i / / / t -� \ < \ ~ ) 1) ) /I �, \ r ( ti l / L 1 °7 -\� � a� \ / - ~ - ' _ ( \ \ � r' �' \. \ I 1 0 t ` _/ 1 i l \ r/ 1 r I �\ 1 \ , \ ( I I / J ' ( ( � .�- \ \ _ t ° i l ,,•) I ) // I j...,i ( --1) `7 .1/ (-, \ J I `1--- \ I I V .__.__ _� �° I ` \ \ \ � I ` , t L \ 1 C / A ( ) ( \ \ ./ ✓ ° 1 / , ) "/ � -/ .� I - n P \ _- 1 ( � �- t \ \ \ \ 1 ) \ I � \ \ 4 r / ) / \ _ r \ / 1 / _ \ r/ 1 �� J \ f f \ a /. I -,\ , _ \ \ I \ ` t ? / \ \ 1-/ // / - ,1 / e ( \ ,> \ �\ I La _r L / �, J a I / r\/ o t�l ( - \ (,, !) / ✓ ^_1 \ \ \ ` 9 \ \ r / ! / / l / \/- / -.,1 l i 1 \/ / % l` 7 / j � � � / / - .-./ ,. y , _ - ✓ I ( c/ 1 1 r '1 \ \ I °`- ( r r - w _ / ( <C >,, � 1 ( �t / z / ) \ f 1 / l 1 ) 1 \ 1 \, -\\, \ J \ \ JI 'r/ // I 0 \ �`l '`� ' L (/ / `-'' A / \ ) -A I Q % j- L / 6 I L' J `- y� � 1 / J s \ I 9 \? ( ) I I / I` \� \ \ \ / / I I`\ --a � - } =� \ ` �i // /ram - __ �r--, \ - a � 1 - �' 0 /J \�- ) 1 �i✓ / V \ -) r +-- r ( \ 1 '/` (/ ! 1 / // \- 17 \ , `� (' C, \,r1 F J ( > / 3Jq r �> 1-1 �- \\� \� I,<,/ \ / \\ 1 -11 - ✓-A -� � \ dr-- f- ~1- r _ } \ 1 / / J I J / } �. 1 1 r \ � J N/ /, `1 / < ✓ \ ( 1 \ \ ^\ � \ I \ , 4 , - \ 328 ( 1 - '\l / \ _ - ( / / J / (( \ '1 \ �� \ ✓ 1 `, t! f i 1 c\ r \ /-7 1 ) \ �- r 'G/ �Y ✓ > L , \1 " - 329' J -- -�, ~ `-,� - _ "\. / J - -. - - �\ f - \ -- ✓ i ( \ f \ \ / _ / „)ham r _, . -\ l - -L - f . \, _.,. - J / 19 I- - - r / \� / J d\ /---, LII \ � i , �r'R 2 -✓ (Cl > I \/ M J \I �) -^ cv / 37, i L 1 `. \ \\._ \ __ \ -I J) t/ � (- � ( \ I � 4 % t f r -, -.-. 3 ) „� I /" 330 330 -^� \_' \ _rn � ) r Al ,_ /r ✓ 11 �� _�_//I I ,�: _.� \N / ( `'- \ V -!=--1-1 (1 ✓o/ I -,,, \✓-11 t ;' I-,- ✓� -rl - _ \ \ ,- 1 \ ( i\ -` ( / ( SLOPE �� \\ 1 \ , \ / V \✓ ~ /�� �~ PIL WAY ' r 1 t -r' 7 I r ---�. _ _ \ % ( _J / S L ( _} P m )_ SPILLWAY \ - _ , " \ � _j / / / I 1 / ) ! \ ,, J 1 r , STABILIZATION / ,j"IN " \ \ ! , � � � ��7 - -_ ` _�_- - - - /✓ / / :=--: �J \s 1 / ) / //C J 9 -� 1 , BLANKET \ ) �/ a/ / _�...�EEE1 �. ° o \ mil` J- - -'= �\ \ ✓ i ( / I 7 -I sr _\ 1 � ,. w �-- ,y? 4 331 °0 329 f i r . 1 ^ r = - - \ ��` \ - r �/ /) ( f l \ / / / / I ^ I / 6 / , �� Lcb 329 328 � 327 m - -�\ r° _ I \ 1 I V a33 N \ 328 / //,` \�)) 11 1-1 r(/ // / f r / r� /\�F `-, 1 .. \ ( o .^\ � _ / 1' '� 4i / I 1 // 11II j `Y' m 9 �. I 1( I f ) / - / / I - ? �O I 329 m :\ d \ S ) �_ I ( I / /l /// / l ) -1 1 / ( \ I r ) // J y to T __ , , m y-k32s / }14 I 1 (/ JJJj 1 ) / _ x \ - - / / / ( ( ,, / / y a� s� \ \ , - J r o �` .7 1 o so o r sPILLwaY o. t 1 / // -� / � r / /r/ ) ) ) ` : tmn.I '• -� a � � `'`` - z.�" ,� O SPILLWAY A--\.s. �a � \ \ \ \ i .- ...- ^ .:- ^ - / //// / J / ` \l\)\I t / /i 1/� �// {j✓ ) \( 7/ / L�O N �O j INFILTRATION r TP#� 50{ t 50T I O N 3rL O 5 ) \1 \✓ I'\i\,`1 /r/ / I / /) I I � � - -•' / ^'' /\ / / ' �/ C3 �D y P l BASIN #2(IB2) _V C 50 CHECK DAML 1 \- 24% ` ti.1 �' 00 IT#1 INFILTRATION ` �l / jS t - - - �� ✓ � �. r I /�/\ r 7 / A �_' tD h• ° 1 ( \ j \� • '� �. BASIN #4 IB4 0,. >' 14 \ ' \ / \ �`-=, = - _ ' i Z :�' FOREBAY #1 1 =" t , � - r , ,_ O 1 ) � I #3 __ Y ` 1 \ 1 c ✓ J '\ - x3 �`� r ) ` -1 1v / f } I /' J / � ! 1 1 \ /, I I 1( \ / \ r lr l ti ,(l ,-r l N I\ ` �� T / N _ \ \ m 03 �L ¢ s/ \ 7 c \ s / > \ 1 / I- -C I- _ \\ ) ✓ I J� c� L� ( C 503 / _I - j / o r ,`I / ,-// % � ` I �\/� r / J / ✓ ,/ / / / r< r rnlb ��cb• t � FUTURE INV:324.70 ( ) C-513 � � I � t \ r/ / \. ' t \ ( / . \` 1 1 /4 / _ \-v / /I/ / ( I / /, '�o^� / iGRAVEL \ 1 ( ( ( \ \ \ C (/ r I I r �® yh 4E, ) ) / L� o AYD / , \` e ( is ) \ p \ e \ \ ( ) J J Fti �� + O. J 1 f `. 1 L OWN INV.325.86� w 32 \ v �! \ / a° A 03 RIPRAP OUTLET 1 I I` � l / \ / x BUIL�NG 324 g- I J Ill 1 1 d , 1 0 \ \\' r d /, , / l I 1 _� ( / / �) fl r �`� �. r , AREA C 50 PROTECTION 327 .326 325 :, ''xY1 �3291 "y0 ` Oro \t I , (/� r; f \ \ \ \\\ (- S \ - ( _> I \ ) - �`� 29 ° ,-- 1 o 328 . S, / / 330- t / / / �` ^ \ \ \ I l / / \ / r I -1 1 t 329 m o 1. h' \ `L' I 1 ( r \ Y\ \ / / 1 C ) / I \ x , ,, o / < -v � o 'S, �ti 33o m �ti. - .�.�o �ti / �n -^ \ / ( 1 ` - , \ \ \\ i ! `/ / ® I \ !r IL � I / I \ I \ \ � � y�; I O �i cJ o , 331 �1 � � I r / / / j I , ✓ • v V ) ! , _ >/,Y" o , 1 1 ti j ( / A _ o '� , ti' / /.. I I 1 (((/ r) // ` , I t 111 r� I J ,--/) 11 (/ _., ° � \ 0� (-1 \` r `� / �0 y o I ; '_ ` ©�\7 t-- / - i r I I 33 iYr l I,fir\ 1 III / \ ~ ✓ 111 \� t � / � % / > ,/ J I '\ L r, 1> I, J I ✓/' / 1\ STORMWATER / I // \ STORMWATER } I I I I 31% r • \ �_ _j \ X;, I(1 < ( �� ) 1 11; / r rS \✓ 1 r1 \ j 1 j , r- \ % J \ t f \\ I I I =r 1 1 l t 11N / .f'/ \ 1� , ___> L I , I' ) MANAGEMENT r q - N OQ �j° MANAGEMENT cp 1 lJ . 7 ( 1 / 1 11 \ I � 1 I ` (\ �y r1119 ��o > r-, \� L I 329 d SIGNAGE � I CB-5 �Ah r \ ,, II SIGNAGE } , /// J I I (It \ \ ,r7/'-/ J 13 -. \ \ / / / \ j / � ( I I \✓/ J \ ✓ / (� \ / ` j / - O L ti � RIM: 330. 51' ��� -[ "* , II 10" N12 HDPE ti C d I 1 I < \ � 1 J P \ r /� I// / \ / \\ \\% 1 /( ( `) lam_ L-. / � � / / / .✓ /I I - ,1 48" DIA. W/ 30" GRATE ' �� \/ �P 97 LF @ 1.00o % I I , I \ Jam, \t l / (-J IC., J t / / \ \ �\ -� -t f \ ( 1. �--' J � \ , 1 \- -, l l '� .` I� /' L' I I I m \ - _ \ 1 8 \ \ I'� h INV IN (24"): 325.40' w 5 ✓ �✓IJ --_-,/ \ \ 1\�.i - \ \ ) /! I I �\r a \ - J1 ,d ✓� I( r` / ` \ II h \ h 1 a l \ ✓ r / / ` , INV OUT (24") : 325.40' /� o ! \I O I (,, I I d 1 ;, = '.- � ____ --� -- t _ I �} r \ (! �'` �' �� C j Vim, _ I 1 i r- / � �j 3 I I I I \ \ i / e I STOCKPILE I /_ \ ti' L' Ir - - _ r AREA '� 3 I a \ - \ \` / n- T��� \\ l \ I l` J�I� J t - L J/ ,,,� _1 \ 1 J I p// 1 <� o ) ( /a J /1` / t� / . `.`• 7% INV:326.83 C -) `_' _1 � /) , 11 / \ -\ --• � \ �\ � Z\ \ - „� / I \ S )) //\ -` ( / ( ,� / -' _..I � y \L Y �, ,�, 11 \ \ 11 INSERT INLET 04 . • \ �. � \ ) %" \ \ \ L _ // ) sr a "% --`� } (` I / / r (1 ) �I, / ! % I� J\ I o� o C 50 ( ) \ �/ PROTECTION :.. ...- h0 L "1 1 -1�� I I 19 ✓ .. -..-. .-- l \ / - 1 \ \\ \ \ 1 Y ✓ \ / �O � _ /� /�',✓ I \ I I / J� J If \\- - \ l J V J I` \r Lo' ,o r �\% I C 50 . t , g• TRENCH DRAIN \/ (' I I• I ^ •' / \ \\ 11 Y \ s-' / JJ" V l r f \ \ \\,\\_ J 1 ( r (/ - !`/ �\ I ` 1 \v/ y "-, f\ _' \ _ I �o � y� /.,__f \I I I m y� � /' t\ •r �\ \) 11 \\ \ ( y ( _ 11 1 __1 L` \ 11 )a 33e �3' I 11 ,\ ?_ _ 1-__+�"''ti ---- --- \ l P `,o (-\ O� °,� ^�� _ j I- � / ) / \ ` \ i ) / o \ 1 l 7 \ `\ r -\ - - -\> / mil / \ � 1 1 (1 I -� 55 , I } 15L. 15ti• I � - � \ I� \ i J Q ( 1, "' �i 1s l \ d) \ / -vT j._ o` I I `irn , IL I !s\ h /4 -- rt-,, - 3 I � m ]j `1 \ .// / 11 / J / .- ! /� \ l C ( l ( / � `-1 ( 09 , I I IS `\ , " � I �`-- / \ ` /\ I % INSTALL AND MAINTAIN 9 j I I < <?� `� ' � 1 \ / to ! ; ✓ / / ^ \ \ � J ``- �1' t-( �• 4 � ( 'J �1° I J l I 6 r` LIMITS OF � - T I r - \ _r - _ _ _ \( \/ Q / I ,M _ _ -11 ! � \ \ � ( a - I / � 1\ � \) /.1 - � \\ 1 I a� � ID CONCRETE WASHOUT C 50 p �` � I I I / Nm DISTURBANCE ' „ice` I I /_ � / . -(` - ,. ' / _ ' r' ` �- -r f , \ 1 Q I \`` - I f t f \ / i ` ( ! 0 1-41 \ Ca / ( \.� .\ C' s _ I ( z L� CB 4 f.. Ej �o 91 -II I I � 20.41 AC ( / I J I /- 7"N / ~} l✓~vTl l o ) ,- / \ 2f I _ / y ) /-I \ \ �- (� l ''l NIr RIM:330.51' t(// L' 1 I`�r~1 it _\ \ ( 7 ( ( c,' T� ) r I I \ /_ l \ � \ `� � - , % ` 1 30" X 30" W/ 30" GRATE y - 3'� \ `� \ I I / � 1 \ I / A _''\ GRADE ,,, O ,^• D R �' / - ( I '� 0 1 , ,( ' \ J /'< " ( / )- J \J /"`\ lJ \ I \ / \ d \ 1-/ ' � � \ `11 O�� 4 INV IN (15"): 326.80, \ \ (/ � I I I , I / \ \ / / S. O ---- I -- --- r \ 1 ( SJ BREAK -=4 -- -.. 11 O /v ° ✓ -A m \J ( \ / f \ ( J / S,- _ _ / / ------ ( '� (24"): 326.05' :. _ 1 \ I I I m \ ) \ / / / O �� / rl ✓ <4- { ) ` r=-_E-5--- /---------- 3 INV OUT \ \/ 1 ,�, ) /N a , -1 \ / I - % \ r ^7 4- j J ` / lis -A ^ 6 ` - _- J ^a w d ` , , •� 1 I I � ^ .-_•._- a ``� t I I \ } \ d / / ` _\ r \rl -1 " / 1 �`" ✓' a \ .: ". J ) \ ( 1 °,I t� _ I // �/ / / I z:1 \ e I / 11 l 1 4� / I / /, i 1 C I \ ✓\/� ( _ �° 1 / l ,� \� ( / �) 4 y ) / / /f `� -'-I ✓ j 0 ) /\ (1� / / /! J ram`--�/ 11 \ I / / - \\ }\ o \ ,/ \-. r\ ` `� J I Nlp / \\ ) - /> L 1 f� ^l l 1 I I m INV:327.00 � ' ( \ / / / �I I 11 I �w v L" t / \ / ( \ / / / / / \ r v \( ZIP �% \ v 1 - / I I ' I / \ \ ( \ / � t- ) I I I> IN ( \ A I -1 ( ^M / r ,- / / \ Il / 1/ CJ L I ` S v L � c'y� \ F ( I I I h nl6 h h ` � ,� % \ I I ' I Q h � l r \ , \ v - - I I ✓ (J / ( \y. Pam\ \ -\ w 117' ti -\ 1) o � / / ' ) I ---~- -\ ) --/ /- / \ \ i l J I / 10" PVC PIPE i \ �.� / _-J \ -J / J a, -\ ) / t i / - \ l\ \ \ `� >,�� I�15 '?'I ��� / r ` I I'9 � \ ei (-\\\, ( ( \ 00 I✓ _�\ /-\ i I ) t ✓✓ 1/ 1 -\ J\ -1 /\ \- 1 Cy i * x \ x 56 LF @ 2.07° ) =tc - _./ `- - / \ -^ V -. ,/ / / i ./ ) ✓ ,( \ \ \ . J \ \ \ J � � I� - \ \ h0 t r / Z J J^ I I,\, v (, 1 ' T \ \ / L' . ( r / f 4_) \\-1 > ,� I alp \ / 1v 1 RL-2 / �i � �,,�,! ti � V -- s I / / �, 1 I ( / v 1 r C\ I / \ J '' ° 1 1�{}- 3 `INV: 330.00' r\ - o .� I I 1 I `gyp C 330 / r I // t \ S1 9 '�'�I I' O I j o �- f I �"\\ I r 1, s k- _ r j / �/ \\ I 9 \ s / l I r� i / / �% / / 1 \ / \ - I \ (� \ / i ~ _ .�- \ '� / > ., ` a I ''� %/ I ''�' "r ./ 1\ `% S l - ( INV:328.85 I \ \t \ o h \% cod �2° �� a --1 k=' / - `4 I l\ i / 1 _ / ! -; // (\,/ i S / % � J t /1 / / // i 4 ^ I \ r\ - �?. �h a _ JI �� ` �'� ° 5L�' ,,L ?S �Q FOREBAY #2 N I: I )1 \ .) ✓ \ / v \ ! A i o v A \ , o r h .� �`' -,r / \ / 1 > I / / // � ( \ � -I ti '� a �-' ! �0)' -- ✓ ::..... I 4 j 1- .-?�' �' _. 0 0 o I I I 1� \ �\ I (� / r / / I I / I- / 1 /( 4 _ m o /�-\ s e /` 1 \1 / - - . - 6" PVC PIPE m tL' / C, I S \ t n I _ - I\ / e-- -- 1 - f- �'^ I I / ( ✓ I\ .-I , 1 �, h _ ! 0 INV: 330.00' ry � � #b I I > \ \ \ \ ( \ ,� / .� „� � � ` / / � \^ CB-3 '. 7 -� °� RL-1 96 LF @ 2.090 ° l j .r ,,. -, �-- / j / I \ i ( \ t RIM:330.77 h °' O !� O O ,/[��,> .r , � ��� v' I ) \ ! ` 1^ / - ' f / ! / 1 I_ / ( _ n r J 0 yl 1 30' X 30 W/ 30 GRATE �'� ' �'I .� ��', ' ,5, 3L�h y S 3�h �1 I I 1 1 I I 1 ,I } \ l 1� / J \ /- ) I y' y• 1 ,0 0 o SPILLWAY l I INV OUT (15") : 327.25L I 8 , .:, : ; . _ 3 t. 3 INV: 327.50 / I ( \ C \ i / / i^\\ I/ j // ---s I`-/ /l V l ��. \\ ) t <�sd fir, y•I INV:328�,0000 �II `/_ .-.✓ -vJ ) 1\2/ / I I � \ )I v ..-- - - , ..- / \ J l / v I \ v T v `' v � < v ; �. rt 8 I � 1 rN 1 ! ! I,5, � Ln ) x I I v / I \ / N ) STORMWATER ,- ,•- ( / t ssr� 1 �� ✓\ r�� J _ \ 329 �� t \ )( v0 04 ( / f - . 1 ! � / \ -- -- _ l ✓ 1 I I / l \ ^ / / / I ` -, I �d I _1� C 503 MANAGEMENT SIGNAGE 11 I - \ -� / \1 `' , ( r �- ti' INFILTRATION 11-,I� I ! ` ( 1 I O t" / \ , I / / \ / (` } \ \ t < \ / / �✓ v/ .- 24o BASIN #3(I63)`'Ln ron n �` 1 \ t'.r b� \ 1 / j� �I t I / / .11- "- y I ( I I / // ') %,' g � /'/ -T:', ,_\ \7y/ (uJ \ � `\ to �� I��I f 1� �� 02 FM m I � r -I -1 /I � j \ 1 1 \I t 1 - \ / - _ r 1 4 1 I / (' r > r ✓ T / r- 1' - 0 ! 3ti ,� ,,o ? t r �ti k _ ) t N \ f J/\ / ! t \ 1° h ', ', '�L , ", C 503 •tT c, / / \ i i ) J _ \ ` / /l I/ ' / 1 / / J_< 4r ( (\ r \ C i ° 3 0 \ ! ��/ -I j /) Jt /t. SLOPE ; ----, r 1 / \ I ( /("I ✓/ l ( i \ /_ ( `y "') '� It / I \ \ ' \ ` ^,,* '� ,yam 710 �^@� E �� INV:326.10 4'O � / r\ I ) I r / / / STABILIZATION s \v ) t 1 �� J / /t J I 1 \ �\ 1 7 " ` I / \ l \ \ �S y { ,I. I �1 / ,� / 1 I BLANKET , /' °.m.w ,� I I ro h' SPILLWAY \ ) 1 / 11 t ^� / )/ / f . ! l 2, � - l f & / f '� > / < ( (c \ t \ _ I ti o 2% �J�F l / I 1 , / \ .--'\ / � �_ o `- / J I f / � / / _. / i �,. � 0 00 ��, \1 �L h . _ 1 a i / �'i /� y, / ) / r / s I -Ili- _ -_> / I_. -, r-r ,4 l\ -,.\ .. l - I C " ` sus � ���' o , d° o s ��ti I ,f I o 1 �. ti° \ �,._\ - r l / / r j / J e r328 - o l o .>' 3 �� �� - ��ti 3 4o F„ ( I \ � / ✓ 1 1 �, d //- - ®--- -` { ( ✓ -� ,.. ✓ ,,.,,` I 1 ,\G>a--,-•--'1, � � -#--S* i� c r S 1' 'S• 'S • D` OAT Rr \ 1/ -T I � _.. _/ ✓ I I ( (/ / r > / \ x �� n�' ` �� �s ( \ _j r , �ti Fgq y \G / s' . . 1-11 1 \ / 11 I t J } % / - _ _ � _-. - - ..._ --� ./ \ \ J t / - - - *; --�-�' \ �1 o .._ ,t \-- INFILTRATION TRit9 `„ Lh ' J An (I` 3ti / _ I,.-p ti 5 , O� J ( y BASIN #1 (IB1) \ i / d / / I � r 3 _,, ti J r� \ l f j ,y� • .. r\ t \ � � t h . � i .- \ ,,` .- ,� ' /". �,° �. o � , ,> ,. oti ) �ti , � 3 _ ! f\ I 11 __ ) � l / \ / ✓ / ",. ® ',� / I\ ® O1 IT#9 / \ I \ , ( I ,\ ® � ��� (" r 1, �,�L -,�y. 1 ,,�z,5 t �,L sS ', 7 ' \ p ) / I ! o x ) ; IT#10 \ < \ ) \ 1 )7 IT#8 332 \ ; I 1 / ( C 503 \ \ - aC h c 1 332 i ° I �.1s ( / / / oo _ 327 326. 1 - ` : q,_ ,-326 � ti l l- o Lh q, 331 I �� I.- \ - / r - \ / c?9 ( �- ' kL' 328 , V. . ' 327 �'' �,1 \ 330 �3 I Lb' o 329. ', 328-._ , _; I �' SS J/ L\1 S I 3 330 329 / .{ 329 1 0 >,L \ ✓ I / 'bh �� a- - -1r __ 328 ? � I ti O r". I � , 329 � : 7,xa %•,, 'y � \.� -, !.r / .y,,�r. \ _ , r.. i ,....,. ,I Sififfiamfim �� - -te r ` '- '` ` - ; �J -- F .., ., ., S ��� x ..x. ',�- .% ✓ I 1 = 335 / \ C> ) t Yl / J w a.wa.rr.+.arr..rr. , , O L 1� ,i ._ CB-2 / t ' INSTALL AND MAINTAIN \ \ ( I \ / SPILLWAY / r� STORMWATER < '',, c,. ',,`I CONSTRUCTION ENTRANCE C 50 �' rd v' RIM.330.21 �.:.::.,.,.:.. '� 4 - \ J ., •-- T- \ 1 t 340 � / 1 r / INSTALL AND cs� P .. ,, .............. v / ( \ 1 /\ �, cW > -. MANAGEMENT C �< .....:.,.. i s - \ ( Ln , 10 \ car 7 /' \ -,• n \ \ t \ 1 m I t / / l / .J ' MAINTAIN f � '� \ r ® n'� �°\' % > ti •,' \ 48 DIA. W/ 30 GRATE ` I c I I \,,I I ,\ 1 / / .-, ( % \ L 1 ,.,- 1 . � SIGNAGE / O ,, O � �... i I\ / 1f / ( \ cff /lb I( J ` / ( / j f I ( ( a / J / r . ,. 345 / It SLOPE 12 C 50 SILT FENCE n \ r ) ( �\�� ` /) r INV IN (12") : 326.95' ) I ( � ) I �� `u e \ , I % ) 1 ( I P I "� / / / \ xs / / / STABILIZATION ,' • . /S 1 ( ) ✓ %- / , I ° ✓ l ( � --\ �� / fi-�i I \'/ r .,,- - \ ®® I �1 I / f i \ \ \ I I d / / / l / I BLANKET C 50 .,/ I\\ A \ ) - (� 4\ \/\ /\ I 3�$ INV OUT (15') 326.70' \ Fy , \ \ i \ \ ` I ( 1 / ;y S t l l s ( 1 I J `T 1,--� '� < � J \ 1 /J ` 12" N12 HDPE w Q � Y~ �O \ I / ) f 1 \ I t , '/ / \ 1 r_ 1 0 ! f ^ 1 ~ r /\ �� c r I 1 I I ea B� "f �11- J \ I l 1 1 i 1 A I ( j } ( I I I I \ ) \ A I /✓,,/ / / 1 / / f t I P1 \ 7 ,\ \� f" ^ 53 LF @ 1. 04 ° t/ awn aze 7a V \ _- / ( -1 1% \./ -„I \ O - I M- Ifi?QLd1 207 I �\ y v ( ) t 1 { \ t ( ) I ` "``���- 1 ) 1 e j f/ / t / , d \ r r \ -, -� \ lr r \ / / f / (\ 1 \ 1 \ \ t 1 ( J 1 ( J s J/ / t l Ilr ///l / I I ( J r 2 f \ \\ y \ / `) /n 1 r \� 7 / <� 1 30" X 30" W/ 30 GRATE \- \.._ c ) I - _� 9 r ( I O / / / / l / \ \ i \ 1 RIM:330.84 ( / 1 . ( j j'\ �a / t / - •� J 10 i I / \ 1 I 1 \\\ \ ( ,/ _., / `/ / / J / / I s� ✓ / � I � \ ( () / \ s�9 \LV / ! INV OUT (12"): 327.50 ` ,\ I I`1 1 o P -..r- I ? t P \ \ t , \ / 1 \ \ 1 I J /- , �/ (I//ri/// / / I ,__ / n \ \) , -_ I \..> / \ , t� I / a%D ,��,. _ I I 1 }_, ) /I 1 l \ I I \ 1\(�'I }) \- / ( -,' /// //%;/✓ ✓ / v _� ,� \ ✓r� \ st // \ � 1 > ( I \ \It- "-( �� g (, ` / r 6�. \ ( 6 I L ! 1 r ( 1 4 ( t \ �_ (/ // , , r / / / J \ < �1 \^` �i , / ) \ \ 1 7\ \ i o -�� 1 - - / - -' A - 1 I J / i C ) \ \ I \ \ '/ / /o // / / r m 1 / � I \ _1� t I Ii / I \ 1 N, 1 I r \ ) / s / ✓ N \ / \- '� -✓ V \ \ 11 (: ) 1 \ a 1 1 \ I ,� 1 l \, / ```/ / r/ ) ( I i o 0 / d : t ! I \ \ \ \� 1-1 / I f// //// // / r, f m 1 -/ JM \ `Z \ ,,, r � 1 I P \ l \ C - i , ,s MDRF \ �_ / /♦ / / / / f \ -- 1 L­ - ?y "I , I �/ i v� 1 / / 1 \. 1. \. \ e \ N / / �/ �/I r /t / ,/ \ dl t \ \.. / l i ) I \ �� r_ . /^, ^� \ \ a. L'' I \a ( /� \ \ I \\ \ I I - EROSION &SEDIMENT CONTROL PLAN NOTES: GENERAL CONSTRUCTION SEQUENCE / ) ) \lam \ 28 \ \-\ \ , \ ) I \/ - ' 1 L-\ / / 1!i H < ` \ 1 / \ \ TOTAL DISTURBANCE = t20.41 ACRES v - ) / \ , -I \ , / l )\� \ ,I > - - - ( 1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL BE REVIEWED \ \J . ; \ '� l- ^ q \ J ) ;I ¢ I /I \ \ 1 \ \ \ \ ✓ / �\ BY A QUALIFIED PROFESSIONAL. PRE -CONSTRUCTION \ - _ 3 { r \ `, I - ) 2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A QUALIFIED PROFESSIONAL. 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION. I J / \ \ \, ` I \ \ I f \ \ '\ �` Y - 3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED T0, 2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED. C 3?7 ` •� / t \\ ' - ' ®\ / J % I Lt % - / H \ / p II h r "• \ \ 1 \+� �' I PLACING STRAW BALES AND SILT FENCING AROUND WORK. �' \ J /I \ ` \ "I e, " I \ L_ \ _ ✓ 3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF SARATOGA BUILDING / `I <` � I _ / -r + k + t \ k 7\ \ 1., �j \ CL r. 1-1 � \ 4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON FIELD DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THE SWPPP MONITORING PROFESSIONAL. i/ \ 7 S / ( ( \ ( -. \ -�� CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED PROFESSIONAL. '/ ( 11 ( J ( p % -, - / L \ I ® \ / ( I ( ) ! J , 4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET PROTECTION, AND CONCRETE WASHOUT. Y \ ) C - r \ 3 / / r / 5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, 1 /--k'..1 -I� I f b - ,-I, \ _/ \ ry S� � r( \ / \l ✓ ram} )l ,, I ` P }° iI j (\ \ p 1 LATEST EDITION. 5. STAKE OUT CLEARING LIMITS. WHEN AREAS OF DISTURBANCE EXCEED FIVE (5) ACRES, OBTAIN APPROVAL FROM CITY OF SARATOGA BUILDING DEPARTMENT TO \ ) \ ;,I,a m ( \ @ J � J L /) e , i - II -,s I I 1 1 / PROCEED WITH GRADING PERMIT. \ v fi J >- \t 7 C ✓ ,• / 6 1 I I I I ,,-, -11 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL REPAIR THE \r ) - 6 J/ - \ ^ I '\ _ j ( / ) 1 L / \ \ EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND AS DIRECTED BY A QUALIFIED PROFESSIONAL. 6. STAKE OUT THE STORMWATER MANAGEMENT AREA, THIS AREA IS TO BE PROTECTED FROM HEAVY CONSTRUCTION EQUIPMENT. THIS AREA SHALL ALSO NOT BE - a_ r l ( „ / s CONNECT TO THE STORM SYSTEMS UNTIL THE COMPLETION OF THE OF THE CONSTRUCTION. I ( r r� ` !- f \ / ) I ^ \F .t 1 I ,a , \ ✓ \11 I I ,) \ } 7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORK TEST PIT LOG INFILTRATION TEST LOG TEST PIT LOG INFILTRATION TEST LOG OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE THE AREA TO BE CONSTRUCTION PERFORMED BY: AARON VERA, P.E. PERFORMED BY: AARON VERA, P.E. DISTURBED AND TO PREVENT THE CONCENTRATION OF STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES. PERFORMED BY: AARON VERA, P.E. PERFORMED BY: AARON VERA, P.E. DATE: 04/21/2023 7. COMMENCE CLEARING. TREES SHALL BE FELLED ABOVE GRADE, STUMPS ARE TO REMAIN. GRUBBING, STUMP REMOVAL, TREE DISPOSAL AND ROUGH GRADING SHALL DATE: 09/20/2022 DATE: 09/20/2022 DATE: 04/21/2023 8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE CLASSIFICATION PROCEED NORTH FROM ADAMS ROAD IN AN ORDERLY MANNER. A FIVE -ACRE WAIVER WILL BE REQUIRED. STABILIZE AREAS AS SOON AS PRACTICAL. OF THE AREA AS EITHER TO RECEIVE PERMANENT OR TEMPORARY SEEDING: TP#1 (329.3) IT#1 24"/HR. TP#6 (329.8) 8. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOT SUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN APPROVED AREA WITH 0" - 16" TOPSOIL 0" - 12" TOPSOIL SEED BED PREPARATION ADEQUATE PROTECTION. PROCEED WITH ROUGH GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING, LAYDOWN AREA AND BUILDING SLAB. 16" - 48" FINE BROWN SAND, LITTLE SILT IT#2 2411/HR. 12" - 48" FINE BROWN SAND, LITTLE SILT IT#7 >24"/HR. IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE FRIABLE AND 48" - 96" FINE SAND 48" - 96" GRAY FINE SAND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED UNNECESSARY THEN PREPARE SEED 9. CONTINUE WITH ROUGH GRADING AND IMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES NO SIGN OF S.H.G.W. IT#8 >24"/HR. BED BY SCARIFYING COMPACTED AREAS AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE FOLLOWING SOIL AMENDMENTS: TO FOREBAY. NO SIGN OF S.H. G.W. IT#3 24"/HR. 8.1. LIME TO A Ph OF 6.0 10. TRENCH FOR UTILITIES TP#2 (329.5) IT#4 24"/HR. TP#7 (329.0) IT#9 >24"/HR. 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 SEED BED 0" - 14" TOPSOIL 0" - 12" TOPSOIL WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. 11. PREPARE BUILDING PADS AND POUR FOUNDATIONS. 14" - 30" FINE BROWN SAND, LITTLE SILT IT#5 12"/HR. 12" - 48" FINE BROWN SAND, LITTLE SILT IT#10 >24"/HR. 30" - 96" GRAY FINE SAND 48" - 96" GRAY FINE SAND TEMPORARY SEEDINGS 12. INSTALL INFILTRATION BASINS. NO SIGN OF S.H. G.W. *DESIGN RATE USED: 5"/HR, NO SIGN OF S.H.G.W. ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING OCTOBER/NOVEMBER. *DESIGN RATE USED: 5"/HR. 13. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING. TP#8 PERMANENT SEEDINGS TP#3 (330.0) SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND 10% PINK CLOVER 14. CONTINUE GRADING TO FINE GRADING SLOPES, STABILIZE IMMEDIATELY. 0" - 12" TOPSOIL 0" - 12" TOPSOIL OR ALFALFA. THE SEED MIX SHALL BE SPREAD BY UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED DEPTH SHALL BE FROM 1/4 TO 1/2 12" - 28" FINE BROWN SAND, LITTLE SILT 12" - 48" FINE BROWN SAND, LITTLE SILT INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED AT 15. INSTALL PAVEMENTS. 28" - 96" GRAY FINE SAND 48" - 108" GRAY FINE SAND RATE OF 2 TON/ACRE (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA -TACK" OR EQUIVALENT. NO SIGN OF S.H.G.W. NO SIGN OF S.H.G.W. POST -CONSTRUCTION ROCK WHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES OF 16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TO TRAFFIC. TP#4 (331.2) TP#9 (328.1) GRANULAR FILL AND 4 INCHES OF TOPSOIL. 0" - 14" TOPSOIL 0" - 12" TOPSOIL 17. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS STORMWATER 14" - 24" FINE BROWN SAND, LITTLE SILT 12" - 48" FINE BROWN SAND, LITTLE SILT 9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BE COLLECTION DEVICES. 24" - 96" GRAY FINE SAND 48" - 108" GRAY FINE SAND TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR. NO SIGN OF S.H.G.W. NO SIGN OF S.H.G.W. 18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF. 10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. TP#5 (±331.6) TP#10 (328.7) 19. PERFORM FINAL CLEANUP OF DEBRIS AND REPAIR ANY AREAS THAT WERE AFFECTED FROM CONSTRUCTION. 0" - 12" TOPSOIL 11. PENDED R ECTIONS COMPLETED AREAS SHALL BE SEEDED AND OR MULCHED IMMEDIATELY. IF CONSTRUCTION IS SUS 0 5 / 0" - 14" TOPSOIL 20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL OF THE 14" - 30" FINE BROWN SAND, LITTLE SILT 12" - 48" FINE BROWN SAND, LITTLE SILT 12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. THE CITY ENGINEER'S OFFICE MAY WISH TO INSPECT STORMWATER BASIN. 30" - 96" GRAY FINE SAND 48" - 96" GRAY FINE SAND NO SIGN OF S.H.G.W NO SIGN OF S.H.G.W. PLANNING BOARD # 20230008 p APPROVAL `lfl/I A r ed n r autho 'ty of a resolution adopted I / L`3 / p v �ta ibiaratoga Springs. Chairperson Date Signed: Z ,3 LEGEND �. _- 11-1•----- PROPERTY LINE GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 en 1% t V I'll, I ­:y I I I I , :,-, ,, ,�, " Q, ,, I 11 " ", I ''Ill 11 Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 I verityeng.com 0ERq! /1_� muntBr mun"r ENTERPRISES, INC. =RAC1()/881 Murray Road Middle Grove, NY 12850 518.584,6174 munterenterprises.com Uj V) O w W �__ F- Ln Y 0 z } w W 3 z :R: 2: - �_ 0- I- z 0 O = V M J ¢ C) o �..0 cc \ ¢ / Ln ® Cr Lr) Im Coz H Cr a LLJ LD < o H ¢ L.L. 0 F- H H V ZD o w cm LU Z J F_- z J I -I H H z ¢ J a 0 0. Cm NEIN Y 0 DAMES O 4 r- cc w7 W m � _ O o9430 lC,I 90FESSIONP 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 09/14/2023 , > I-) > > ¢ a > ¢ > ¢ M m V) = 0 I --I Ln Ln = o H Ln = o Z o z CD I --I Ln Ln H z O F-1 H w cc F- w Cr F- n In " H Ln Ln " m: m � Ln a- .. Or- H Z w H Z w m =) Ln m =) Ln _J ¢ H (IJ (n L.I..I J V J V H z H 0 Fn N \ r, m (V \ -4 m fV \ m N \ N N \ � W , I I , I \ O -1 \ m O N \ Lp O L7 \ Ln O \ N H Q m w o V m ¢ LU L GRADING, EROSION & SEDIMENT CONTROL 121 4 of 9 O N u> N 00 0 m N O N 0 I- QD O Q0 V N 0 N N i V) H w w cn 0 a V i d- N 0 N N e 18" GAP (TYP) STOCKADE FENCING, 2i" X 8" #2 CEDAR PICKETS (TYP) NYi1.+�Y1 Kr tw�l w>i..+�w w`rrr�+lw wrrEr. � rr II Hm �X 2 EXTERIOR I FACING 0 MIN. rL FACING I FACING ADAMS ROAD j TO SITE HORIZONTAL SUPPORT RAILS - (TYP) m #2 CEDAR STOCKADE SLATS, SEE FENCING _ o z NOTE 5 00 P.T. POST `D L w SEE NOTE #2 _ w LU F- Co L, �- SEE NOTE #6 NOTES: 1. ALL LUMBER SHALL BE PRESSURE TREATED OR CEDAR. 2.6'AND 8' HIGH FENCING REQUIRES 4" X 4" AND 5" X 5" SUPPORT POSTS, RESPECTIVELY. 3. INSTALL ALL POSTS PLUMB, PROVIDE A MINIMUM OF 3" CLEAR SPACING. 4.ALL FASTENERS SHALL BE HOT -DIP GALVANIZED OR POLYMER COATED. 5. INTERIOR FACING #2 CEDAR SLATS REQUIRED ONLY FOR SOUND ATTENUATION PORTION OF FENCE AS NOTED ON THIS PLAN. 6. ALL FENCING SUPPORT POSTS TO BE DIRECT BURIED, BACKFILL TAMPED TO GRADE. of Stockade Fence C-161 N.T.S. 0 0 f Q�C Q ! NS 2 t 14 CK C 50 1 PS 2 t AC 1 2 EXISTING WOODS QP ' r± 1 t PS 2 QP 1 , 1 1 ris 1 CK 1 QA 1 1: I T I ±960 LF 8 FT. STOCKADE FENCE WITH SOUND ATTENUATION TOP OF EARTHEN BERM STEEP SLOPE MIX PLANTS LIST SYMBOL QTY. SCIENTIFIC NAME COMMON NAME SIZE SPACING REMARKS HEIGHT & WIDTH TREES AC 10 AMELANCHIER CANADENSIS SHADBUSH SERVICEBERRY 5'-6' AS SHOWN B&B, MULTI -STEM 20-30' HT. - 15-25 WIDE CA 6 CORNUS ALTERNIFOLIA PAGODA DOGWOOD 2.5-3" CAL. AS SHOWN B&B 15-30' HT. - 15-30' WIDE CC 4 CERCIS CANADENSIS EASTERN REDBUD 2.5-3" CAL. AS SHOWN B&B 20-30' HT. - 25-35' WIDE CF 3 CORNUS FLORIDA FLOWERING DOG WOOD 2.5-3" CAL. AS SHOWN B&B 40-60' HT. - 30-50 WIDE CK 2 CLADASTRIS KENTUCKEA YELLOWOOD 2.5-3" CAL. AS SHOWN B&B 30-50' HT. - 44-55' WIDE NS 5 NYSSA SYLVATICA BLACK TUPELO 2.5-3" CAL AS SHOWN B&B 45-55' HT. - 25-3T WIDE OV 2 OSTRYA VIRGINIANA AMERICAN HORNBEAM 2.5-3" CAL AS SHOWN B&B 25-40' HT. - 20-30' WIDE PS 9 PRUNUS SEROTINA BLACK CHERRY 2.5-3" CAL AS SHOWN B&B 50-80' HT. - 30-60' WIDE CIA 3 QUERCUS ALBA WHITE OAK 2.5-3" CAL AS SHOWN B&B 50-80' HT. - 50-80' WIDE QP 5 QUERCUS PALUSTRIS PIN OAK 2.5-3" CAL AS SHOWN B&B 60-70' HT. - 25-40' WIDE SHRUBS/PERENNIALS DP 12 DENNSTAEDTIA PUNCTILOBULA NORTH AMERICAN HAY -SCENTED FERN 3 QRT. AS SHOWN FULL/ORNAMENTAL 1-2' HT. - 3-4' WIDE HM 7 HYDRANGEA MACROPHYLLA HYDRANGEA TNDLESS SUMMER' 1-5 GAL. AS SHOWN FULL/ORNAMENTAL 3-T HT. - 3-5' WIDE IG 8 ILEX GLABRA "COMPACTA" INKBERRY 1-5 GAL. AS SHOWN FULL/ORNAMENTAL 4-6' HT. - 4-6' WIDE IV 6 ILEX VERTICILLATA "RED SPRITE" RED SPRITE WINTERBERRY 1-5 GAL. AS SHOWN FULL/ORNAMENTAL 3-5' HT. - 3-5' WIDE MS 16 GRACILLIMUS MISCANTHUS MAIDEN GRASS 1-5 GAL. AS SHOWN FULL/ORNAMENTAL 5-6' HT. - 3-5' WIDE NR 25 NEPETA RACEMOSA "WALKER'S LOW CATMIN CONTAINER AS SHOWN FULL/ORNAMENTAL 18-24" HT. - 18" WIDE OS 14 ONOCLEA SENSIBILIS SENSITIVE FERN 1-3 GAL. AS SHOWN FULL/ORNAMENTAL 34 HT. - 3-4' WIDE ***IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN -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 LBS AND MULCHED WITH STRAW OR HYDROSEEDED. -IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. -TEMPORARY IRRIGATION SHALL BE PROVIDED. OV 2 N ••r �7TT7TT7 7777 777iV7T Z :/lr/'.,lr'/"1171 Z,'il"i' r l IN .sy��asasrr��i�y�,szi�,yiscixs v/yy.a.�aar.gr,ryrs�y�cscr�yiir,�.cs,/ � �,• r yl Y/ '// � � 1. Y s � � Y � 1 � '/v '// '// ✓ 'O/ ',ia :y � � h ' ,> s�.�.Krrs.c.�ysrrus:'r/i;,rz�sx,r'r, '/. i'i Y. 5e % 'se °1/ Y/ 9d °/. '/v '1/ sL ',b i6 '!/° % '0°i it P°✓s '/. '/. '/. '!/ %' '/� ��n�s�xx�ztixss�s.ao✓iisc�ya'r/s � -d. y .Y �___` _�.��- ✓ ;-�- � Wes- �.,. STEEP RETENTION BASIN I SLOPE FLOOR MIX I I I t MIX r I I i I I I I I I i I I r •^ I I I ! I I '• I I I I I I ' • I I I •, + I I I ~ / 1 I I I I I I •" -:_. � I i .3 CA �'������������nrw.t�r i I i r 3 ` SEE THIS SHEET FOR ADDITIONAL INFORMATION r' :: .'° . ?Te•.•.' • rj 1 I ` ----- 3 TX i0Y,Y, 15 AC : ',_'�•�'^ C-50 1 .�///,�! yI�� �I� ','• ' EXISTING t.:'• S r y y/ ,� 4 ^.:• {* I WOODS °RETENTION BASIN RETENTION BASIN FLOOR MIX, FLOOR MIX NO TOPSOIL WILL BE ADDED TO y 1 tii °, IA-4- INFILTRATION BASIN 1 (IB1) .� AC ., d• y },y 3 • 4 . 4 ( ! a / t' N ✓. a a r Al e a 1 r r b'• r a r e r 8 9 ✓ a a - s.�c%yrescyzss�zse� �s�aas;��:�;�,rrs �s�saast�ss�sau r/�;�s:�����°�������:���,��_, are ,����' s'�� ,� r• _ u ;e r��' �,� rr r �; a a,�r',��,�,s.srA�r..r� /��re°��,..�r,�r� '. :;:"�•'� . '7 a > P. 3 .3 r ✓ a a a .✓ r. ✓ d s.. a i 7 /' .r r ✓ ¢_.,.._ .,,-,_A__T __ __ is P• E _-6-.P-�_�.rR'.-.,•t-..r ..-,-a«.__.G. _.G.._.t«-._-.&'..--.,4._.. ._.�.,_.,�=<._.,aG.....�-+�'w'._.,�.,�.,F..._..�...-r,�...:G...d�._E'f."....�.,.'�-s..._a;.._rA,. ?�......�._d.°d'. :SZ ,�.._ ...sd' GG.....ra__=,E,_,G.-.vim-/.-'%.__._..G-._=�--�!-.-,�.-,�._A .-,C:...C-_F ._:.lntf .._ ✓ +r "c i6 �_ r . .. _raa= ` " yea' -a - ._. . _ ,t,._ . ..,... .. .__ : - ws 6 + ,• �- ,,"..-, :. ,;, _,�,, ,rt �• ,„, � -,» .._..: _. ._".,. art .:� APPLY TOPSOIL, SEED AND MULCH TO ,: ..., .. • . -( i / r , _ _..__. % 91�7:9if/9�i'1i/'sr"'¢F_/-'��&16"7i9F'Pam'ii-"'✓`rPa'��_<p �t ALL DISTURBED NON -SURFACE AREAS / / r a a r/✓ r a r/ / r a r/ ✓ a r a a. r r a a/ / /. ® // r a a a a/ a a r// r/ a a r // r r r r r r (41 zsczas°%sly'�'/r'/enxfi9l1Lf4.Garrrr��.s,/sr,�fe,rr�✓sar�e���✓,���r<�r,.y'/s��//Yrz%?.z�ti%y����.r°��f r✓rrs,/rfs/off/r/vsa.tYr�s,fir,���r. r.I I% 454.Yr?i'/a'/a9:'6%'lrYrYm9SYrn:6l9!% /r!/r9107✓.%'//'rr"/a%'/.%00 X fl,,171 :°f<"/r'/.a'GYa'//�1.95'//!//YrY.'/o°/r�:3F'�'/ar95SG°b?:?:959,i�r4e:6%1G%'�rYr9!SF9;°ra�y:L'//?:SGy9S%'/ 1% .°•o,' _ � � >i 'ti •' xxfs�ti�xzn���ti��,sass��,csa�st��yzxyx�yxr©.�r°r.��.rirsrr;sr>s�sei°ofiyyntiy�x.���:.��c;r,ssp�.�y�y�yzrs,��titi n •`.:'`:,.• .; •.. .. .: .Y.� __=,�-A-;�:.:-,.{ ••.�Y + •,l-�+ I I / / : I / / • / .�`- -^-wu.�.. " ..�•--.:'"f. 4.. . \\\\\\ IfP•-/P�IY N-T-N aR.o-. wlad. /p.�9-�t '-+\r'---i-r.'`--=+-.=` P \^ • 10 ' SIDE LANDSCAPE SETBACK �--%� � x �- �-� -�--' , •o 77, S AC 3 fQA NATIVE STEEP SLOPE MIX WITH WITH ANNUAL RYEGRASS EXISTING TRANSITION TO WOODS ±826 LF OF 6 FT. STOCKADE FENCE m ����s� 10' SIDE LANDSCAPE SETBACK ,• • T� � , e\ �a�axaex.taxax��Aas� $ \e\`Sb\\\�$\�`•"ta\"�\�`la�s\°\� \ \ CA �xaia��xxn�x aaa�acx,c���a RETENTION BASIN FLOOR MIX, NO TOPSOIL WILL BE ADDED TO INFILTRATION BASIN 2 (IB2) NSSM *NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS ERNEST SEEDS - ITEM# ERNMX-181 PRODUCT: EROSIONS CONTROL & RE -VEGETATION SEEDING RATE: 75 LBS PER ACRE HTTPS: //WWW. ERNSTSEED.COM/PRODUCT/NATIVE-STEEP-SLOPE-MIX-W-ANNUAL-RYEGRASS/ RETENTION BASIN FLOOR MIX RBFM *RETENTION BASIN FLOOR MIX ERNEST SEEDS - ITEM# ERNMX-126 PRODUCT: RETENTIN BASIN FLOOR MIX - LOW MAINTENANCE SEEDING RATE: 20-40 LBS PER ACRE OR 0.5-1.0 LB PER 1,000 SF. https://www.ernstseed.com/product/retention-basin-floor-mix-low-maintenance/ 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. 3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, INCLUDING WATERING, STAKING, AND FENCE PROTECTION. 4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD EXISTING PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE ADJUSTMENT OF ANY PLANT LOCATIONS. 5. PLANTS SHALL BE DELIVERED ONLY WHEN THE CONTRACTOR'S SCHEDULE ALLOWS FOR THEIR INSTALLATION IN A REASONABLE TIME. 6, ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY AND EVERY THREE (3) DAYS THEREAFTER UNTIL PLANTING. 7. ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO DELIVERY. 8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWER THAT THE TOP OF ADJACENT CURBS OR WALKWAYS. 9. ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED. 10. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRESSIONS. 11. THE ADDITIVE OF TACKIFIER WILL BE ADDED TO ALL MIXES ON STEEP SLOPES. REQUIRED TREE PLANTING DISTRICT: IND-G (INDUSTRIAL, GENERAL) ONSITE TREES REQUIRED: 2 PER ACRE OF SITE 2 * 20 TOTAL ACRES = 40 TREES REQUIRED 40 * 30% MAXIMUM NUMBER OF ONE SPECIES = 12 - NO MORE THAN 12 TREES OF ONE SPECIES PROVIDED: 49 TREES PROVIDED MINIMUM NUMBER OF SPECIES: 10 SPECIES PROVIDED: 10 *** TREES ARE PER THE 2022 SARATOGA SPRINGS URBAN FORESTRY MANAGEMENT PLAN l • 08 CC •� 1 I 4 ;I I F_ s c 1 I •lAl __I_ aP _ 320,99 PLANTING AROUND BUILDING GRAPHIC SCALE 0 5 10 20 IN FEET I 1 inch = 10 ft. LEGEND :,•.r ., . PROPERTY LINE 'at;tia. fi. LAWN + PROPOSED TREE ++ + + + STEEP SLOPE MIX * * * RETENTION BASIN PROPOSED SHRUB 4h FLOOR MIX *** GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 'N. en ty * rF e Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com G��ERq! M �unt�r ENTERPRISES, INC. . 881 Murray Road =PRA1-_1-Dj Middle Grove, NY 12850 518.584.6174 munterenterprises. com LU O W w F- N Y � 0 Z 1 1 ■ ■ ■ w z r z 0 C V 0 J a W v3 O W CjrH Ln a JQ LU 0 < CD a H a Lr) LL J 0 I- H / ^ V � o Q w J J H > H H H z a J a a0 O,p 3AMFS r tr W m z O 09430� <t,� v ROFES S %O�yP 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 a a a ¢ ¢ C3 cn z 0 In in z o In O O z o H U) H z H W H W H (n H (n h-1 2 00 (n CC z w H z w H > In > V) ¢ H � ur) LU U V Z H N N N N N CO r"I N Co Lu i- ' N O N m N 1.0 O LF) N Q w o v m LLJ PLANTING PLAN C - 16 1 5 of 9 00 rn Ln N 00 O m N O N L9 O L.7 i 0 0 rn V N O N N H W W 0 Q v N r4 N i a 26 Lithonia Lighting TWR2 LED ALO SWW2 TWR2 LED, High Lumen Setting, 3000K 1 16270 0.95 WPB UVOLT PE DDBTXD Setting, 120-347V TWR2 LED ALO SWW2 TWR2 LED, High Lum w g en Setting, 3000K 1 10 Lithonia Lighting g g 16270 0.95 111 WPA UVOLT PE DDBTXD Setting, 120-347V RSX3 LED P4 XXK R4 RSX Area Fixture Size 3 P4 Lumen Package 1 0 Lithonia Lighting 40976 0.95 311.92 B XXXXK CCT Type R4 Distribution 0 6 Lithonia Lighting ;t RSX3 LED P4 XXK R4 RSX Area Fixture Size 3 P4 Lumen Package 1 40976 0.95 623.84 Q XXXXK CCT Type R4 Distribution ❑ 12 Lithonia Lighting RSX3 LED P4 40K R4 HS RSX LED Area Luminaire Size 3 P4 Lumen 1 26931 0.9 311.92 B-HS Package 4000K CCT Type R4 Distribution o with HS shield 0.0 .0 D D u.q Qa 0. 0.0 0: _ +_ _ + + + - , 0 QO @ O.Q' 0:0 Q:0 0:0 OQ OcO d:Q O:Q 0:0 010 ,0 0;0 Q:0 0: 0- 0 0 Q -0,0 0.0 0:0 00 OiQ 0.0 0:0 0:0 0:0 0:0 0:0 0.0 00 0.0 D.J 0.0 0.0 0.0 0.0 O:Q 0:0 0:0 0:0 0:0 0.0 0.0 0:fl Q:Q 0:0 0:0 0:0 0:0 0.0 0:0 0:0 0:0 O.Q 0:0 0:0 0.0 O.Q 0:0 0:0 Q:0 0.0 0.0 C'.0 0.0 0.a3 g u.J 0.0 0,y ,,.,, 0.0 0,0 OA 0: Q: 0.0 0.0 n _ � , 0 Q 0Q 00 0.0 0;0 Os0 0.0 0:0` 0:Q 0:0 0.0 O:Q 0:0 Q.Q O:a 0:0 U.Q 0:0 0,0 O:a Q.0 Q:O 0,0 O:Q a.D OA 00 0.0 0.0 0.0 q.V 0.4 D:0 ..0 0-0 0.0 O.o 0:0 0,0 O:Q 0.0 ao 0.0 Q:Q 0:0 _D.Q-.- __---�0.D.-.-- --9:$----8.t� f1.0 iitf �.0 0:0 0:0 0:0 0.0 0.0 0.0 ..0 0.0 a.a 0.0 O J a.0 Q Q D 0.0 0.0 D:o 0.0 0.1 Q.Q Q;Q Q.9..-.. �- _ _ao o,a -�04_ � Q - Via- Q:e D:o o,.Q o.o - o.Q - -_ aD- _ -awor 4Q -0:1 0 1 01 0,0 0,0 0.0 0.0 @:D- 0.0 o.o o.o 0.0 0.0 0.0 0.0 o:a 0:1 0.1 . JD:Y- Q 1 a:€a :8- a:D Q:a D:o 0.01 0.0 0.0 w.D 0.0 0.0 0.0 J.0 u,r u u q a c..e o.o o D o.o D -- , 0 O:0 0 D 0.0 0.0 0:0 0:0 0.1 0.3 0:5 0.4 O.g 0. O.D 0.0 1 0.0 0.0 0.0 0;0 O.0 0�(7 0,0 00 0.0 O LT 3.D q a 0.2 0.3 0.2 0.1 6.1 Q:1 0:0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:Q Q:Q 0.0 0.0 C.a 0 J _ -_ _. O.Q D Q 4iQ- O:Q $:B O.t '0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 I 0D q.0 O.a q0" I „, ,� ., � , � ,,.t, v., - U G 4) 0.0 0.Q 0:0 D.0 0.0 O:Q 0.0 0 0.3 0.7 1.4 1.1 -0.4 0:1 0:0 0.0 0' _ 0.0 0 _ . - ___ I r B-HS A O.D 0 O.Q t10 Q 1 U 1 tli'�-. -Q.2 Q1 A.1 0 D 0.4 0.9 1.Q , 1.0 1�0 0.5 0.2 0.1 0.1 O.Q 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 DA 0.0 0.0 0.0 2,t, r : -. 0.,. 0.0 C :,.© 0.6 0... 0,0 0.0 0:0 0.0 0:0 0.1 :_ 0 0:5 1.1 1.8 2.7 3.8 3.3 2. 1' t4 a7 3 0.1 Q., 0. 1 _ -__ -�r¢.uzsnra 0 0 0:0 0 0 QQ O. D _�}.�_ !)*�1 fi.4 8.a- 0:'t 0.1 0:3 0. 2.5 8.1 i 8.4 2.8 0.8 0:3 '� 0.1 0.1 0.1 0.1 0.1 0<1 0.1 0.0 0.0 0.0 0:4 0.0 0.0 0:0 0.0 WPB r ).a 00 U J.J o. D.G 0 -0-0 0.0 Q.Q.. 0:0 Q.1 0.2 0.5 1fl 1-5 2.Q 2.5 2.3 1.7 1.3 0.7 .3 0.1 0:0 Q:0 O:D Q.1 :2 0.6, 1.3 2.1 35 3.8 2.5 1.5 0.8 0. 0.3 0:7 2.1 4; �i 4.5 2:2 0.7 0.3-_0:1_- s!S_ _ffi _ 4� Q�i 0;1 D.i .fi 0.1 Q.1' 0.0 0.0 0.6 0.0 0,0 l.D A Q 1' � 1 ( - -- - O.L, O.J a J.v 0.0 0.0 0:0 0.0 0.0 0.0 0.0 �i10 Q: 0,3 0.6 0.8 D:9 1.0 1.0 0.9 0.7 0:4 0.2 0.1 0.0 0.0 0.1 0.1 0.3 Q8 1.5 2.0 2.8 3.1 2.2 1.6 1.0 0.5' 0.3 0.4 0.7 a. .. . �1, 0 5 0.6 0:4 0:2 0.1 0 1 0.1 0.1 D 2 0.2 0.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0:0 0.0 - WPB WPB WPB 6.a o 0 OA 0.0 0 0 0.0 0.1 0.1 0:2 0.2 0,3 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.1 .3 0.6 1.0 1.2 1.6 1.6 1.3 1.1 0:8 0 02 Q.2 0;2 D 2 0:4 3.4 10:1 1. 2:4 10.7 2:8 1.8 9.9 3.7 0.5 0:3 0.3 0,2 O,1 0.1 0.1 0.1 0.1 0.3 0.5 0.5 0:4 0.2 0.1 Q.1 0.1 0.0 0.0 0.0 0.0 o 0:0 0.0 0.0 0.0 0.0 00 0.1 0.1 0.1 0.1 0:1 .1 0.1 1 0 0. 01 0.1 0.1 0.1 0.0 O:D 0.0 0:0 0.1 0.2 0.3 4 :4 4 �0. 0:4 0 Q.___ D,4-- 0.3 0.2 0.2 0.1 �.1 0:� 0.5 1.8 2:7 29 1 1.6 2.8 1.9 0.4 0:4 0;3 Q:1 �.1 0a U.1 0.2 05 1.5 1.9 0;8 0:3 0:2 0.1 D.1 0.1 0.0 D:O 0.0 ; --j„ _; r�i. , 0.0 0t 0 0.0 0.0 0:0 O:D O. u i O.0 0.1 q.1 0.2 0 2 0.1 0 1ua' 0:2 0.2 0.2 \ 0.1 Q.1 0.0 O:Q 0.0 0.1 0-1 % 0,2 0.2 0.2 FT2" --,. Q.2 0: 0.2 0.2 0.2 0.1 ©,1 0.1 0.2 0.3 0.7 0:9 0.9 1.0 1.1 1.0 0.9 1.1 1.0 0.8 0:7 0 1-2 0:3 0,1 SL$r 0:1 , �.� A 4.4 7 6 4 0:6 a.3 0.2 0.1 0.1 0:(! 0.0 0.0 0 0.0 a.o �0.0 0-0 0.0 0A 0.0 0.0 0.0 b.1 0.2 0.3 0.4 0A 0.4 0.4 0.4 0.4 0.3 0:2 0, 0.1 0;0 -0:0 0.0 0.1 1 0.2 0.3 0.4 0.4 0.4 0.3 0.4 0.4 0.3 0.3 0:� 0.1 0.1 0,1 0.2 0. 0.5 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.9 1.0 2.0 6A /; 1.7 1.7 0.7 0.3 0.1 0.1 0.1 0:0 0:0 I s W B u 0 J.q 0A O.D 0.0 0.0 0.0 O.D 0.0 0.1 0.3 0.4 0.6 0.7 0.8 0.8 0.8 0.7 0.5 0.3 Q2 r 0.1 0.0 0.0 0.0 0.1 0.1 0:3 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.5 0.3 0.2� 0.1 0.1 0.1 0.1 0, 0:4 0.6 0.9 1.1 1.3 1.3 1.3 1.2 1.2 1.3 2.1 5.2 ( k. 9.2 4.1 1.0 0.4 0.2 0.1 : 0.1 0.0 0O' WPB 0.0 0.0 0:0 0.0 0:0 O.D 0:0 0.0 '6.0 0.0 0.1 0.3 0.6 0.9 1.1 1,4 1.5 1.3 0.9 0.7 0.4 0.2 0.1 0.0 0.0 0A 0:1 0:1 0.3 0.6 0.9 t1 1.4 1.4 1.2 0.9 0.7 0.4 0.2 0:1 0.1 0.1 0:1 .2 0t4 0.7 1.1 1.3 1.7 2.0 1.8 1.5 1.5 1.6 3.4 18 2.1 0.8 0.4 0.2 0.1 D.1 0.0 0.0 0,0 0.0 0,0 0.0 0;0 0.0 0_0 0.0 0:0 0.1 / 0.1 0.4 0.8 1.2 1.5 22 2.4 1.8 1.3 1.0 0.5 0:2 � 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.2 1.5 2.1 2.2 1.7 1.3 0.9 0.5 0.2 0.1 0.1 0;1 0.1 0:2 0,4 0.8 1.3 1.8 27 3.6 2.8 2.0 1:8 2.0 4:0 1 _� a� 0,5. 1.0 0.7 0.4 0.2 0.1 -0.1 0.0 DD , 0.0 0.0 0:0 0.0 0.0 LL0.0 0.0 0.0 0.0 % F0.1 0.2 0.5 1.0 1.6 2.4 4.1 4.8 2.9 1,9 1.2 0.6 0.3 0.1 0:1 0:1 0.1 0.1 0.2 0.5 1.0 1.6 2.4 4.0 4.5 2.7 1.8 1.2 0.6 0.3 D.2 0.1 0.1 02 0.3 0.5 1.0 1.7 2.7 4A 6.3 4.5 3,0 2,2 2.2 3.8 2.8 2.6 )0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0 C 0.0 0.0 0.0 0.0 %DA 0.1 Q.1 0.3 03 1.4 2.5 4.3 6.4 7.1 5.1 3.1 1.7 0: 04 2 :7 ' "'-TI ' - 9 D Q O.1 0.1 0.2 0.4 0.7 1.4 2.5 4.2 6.4 6.9 4.8 2.9 1 7 0.9 0.4 0.2 0:1 0.1 0.2 0.3 0.6 1.1 2.1 3.6 5.7 7.Ip 5.8 3.8 2.5 2:1' 3.0 6. 7WP6 4.1 1.0 0.4 0.2 0.1 0.1 0.1 0 0 JI i 0.0 �00 0.0 0,0 0.0 0.0 0.0 0.0 0.1 l._ 0.1 0.3 0.6 1.1 1.9 2.9 4.8 5.6 3.4 2.2 1.3 0.7 0.4 0.2 01 0.1 0.1 0.1 0.3 0.6 1.2 2.1 3.1 5.1 5,7 3.6 2.3 1A 0.8 0.4 0.2 f 01 0.1 0.1 .r 0.2 0.4 0.8 1.4 2.1 3A 4.8 3.5 2.3 1.8 1.5 2.2 6.5 �o`__. r 0. _-44 0.7 0.4 0.2 0.1 0.1 0.1 0.0 ,.F I 0.0 0.0 0.0 O D 0.0 0,0 b,o 0.0 0.0 0.1 D.2 0.4 0.8 1.4 1.8 2.8 3.2 2.1 1.5 1.1 0.6 0.2 0;1 0.1 0 Q 0:0 0.1 0.2 0.5 0.9 1.5 1.9 3.1 3.3 2.2 1.6 1.1 0:6 0:3 0.1 0.1 0.1 0-1 1 0:3 0.7 1.1 1.4 2.0 2.4 2.0 f.5 1.4 1.1 1.1 3 '. 0.4 0,8 0,6 0.3 02 0.1 0.1 0.1 0.0: I _ + rn 0 0 D -0.0 Ot0 0.0 0•0 0.0 0.1 0.3 a. 1.0 1.2 t7 1.7 1.4 1.0 0.8 0.5 0.2 0.1 0.0 O:O 00 0;1 0:1 0.4 0,7 LO 1.3 1.7 1,8 1.4 1.1 0:8 0:5 0:2 0.1 0.1 0.1 0:1 0: 0:3 0.5 0:8 L1 1.4 1.5 1.4 1.1 1.0 0.!,: 0.6 0:3 :, „ 2:6 2.4 0.9 0.4 0.2 0.1 0.1 l , 0.0 0.0 0.0 O.0 D w 0 0.0 0.0 OA 0.0 0.0 0.1 0.3 0.5 0.7 0.9 1.0 1.0 1.0 0.8 0,6 0.4 0 2 0.1 O:D a:O' Q:0 0:1 0:1 0,3 0 5 0: ' 1:0 1 1 1.1 1.0 0.8 0. 1 r 8 6 0:4 0.2 0.1 0. 0:0 0.1 0.1 0:2 0.4 0:6 0,7 0:8 0.8 0.8 0.8 0.7 O.G QS 0 . eV®PB 41 1.o q.4 q.2 0.1 0.1 c._ aq I I 0.0 �Q.O 0:0 0 0 0:0 Qb 0.0 0. 0.0 0.0 ;1 0.2 0.4 0.5 0.5 0.5 .5 .5 0.5 0.4 0.3 0.1+ 0.1 �i , Q D 0 Q:Q 0,0' 0.0 0.1 0.1 0.3 0.4 0.5 Q6 0.6 0.5 0.6 0.5 0.4 0.3 0 0.1 O.D 0.0 0.$ 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 Q6 0.& / 1.4 \ / 1.4 0.7 �5 0.6 0.3 0.2 0.1 0.: 0.0 0.0 c Y Q.0 0.0 0.0 ').G v.. 0.0 00 OA, 0:0 D- .1 0.2 0.2 .3 0.3 I Q 0 0 Q,2-----4�2 0.3 0:3 0:2 0.2 0.1 0.1 0:0 0:0' 0.0 0.1 0.�. 0.2 0.3 0:3 0-3 0.2 0.2 Q3 D.3 0:3 0.2 0.1 (L1 0.0 0.0 0.1 �0.1 0: 0:2 0.2 0.2 0.2 0.2 0.1 0:3, _ ., i, -WA 1 7.6 2 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0 0 r n 0:0 f O D a, e u _.a a. O:fl 0 0:1 0:2 0:2 0:3 : - '03 , :3 1 1 �-- ' ) n 7 �_---0-z^-'- 0 0.2 0 0 0.1 D:O 0.0 00 Q.1 a.1 0:2 0.2 _-_0.3_--6:3-- �--- D:2 0.2 D.2 0.1 0:1 0-1 0:0 Q:0 0.1 D.1 0:2 0.2 9,3_._�..--8:9---' II:3--0:3._,� 0,3 0:3 0.3 0:5 Y�2 5.8 / A "i.� 8.7 2 � 1.6 � PA 4. 1.0 0.4 D.2 0.2 0.1 0.1 0.1 a.0 U.L. -.+_ 0 0 0,0 q o,, D. n.c as 0.0 - r �, 0 U O d D. 0.5 0.7 r 0 0. 3 0 8 0 9 0.9 0,8 0.7 0.4 0.2 Q�i 0.0 0:0 0:0 0:0 Q:1 0,2 0.4 Q:6 0.8 0.9 0:9 0: 7 0. ,1 : 1 .1 4 , , 9 D 6 0 3 Q Q 1 0 1 0 0 OA 0. 0 0. 0.6 0.8 0:9 D.9 Q 9 0.8 0.7 0.5' Q.4 OaB 2,3d 4.1 �.� 3.5 3.2 \ 2.0 4.3 2. 0.7 0.3 0.2 a.1 0 q c 0.0 0.0 D _D r ,. 0 G C 0 D ) G 0 1 0.1 0:4 0 1.4 1:9 2.4 2.2 1.6 1.3 0.7 3 0.1 0.0 � (� 0 0 0.0 O,D 0 1 0:2 0 7 1:2 i:6 2.1 2.4 1.9 1.5 1.1 0;5 0.2 0:1 Q.Q 0:0 0.0 0:1 .2 0,6 1.1 1.S 2.0 2:4 2.1 1.6 ' 1.2 0.T' 0:4 Qid 0.7 0.9 0-8 1.0 0.9 0.9 0.9 0.7 0.4 0.2 '0.1 0.1 0:1 0,1 0.0 0.0 0.0 0,0! I D,a Q:Q Q . 0 0 0 Q,0 0 0 0 0 O a O a 0:1 0:2 0.5 L 1:8 2.6 3.7 :3 2.1 1.4 fl 3 0.8 ,(�:3 0 1 0:0 0;6 0;0 0:0 0:1 �Q.2 Q7 1.3 2,0 3:1 3.8 2.7 1.8 1.1 0.5 0.2 0:1 0.0 0:0 D:Q D.1 0.6 1.3 1.9 P.9 3.9 2.9 2.0 1:3 0.7 0.3 0,3 0.3 0.4 0.4 0.4 0.5 0.5 0:5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 ' O.Q 0.0 0.0 00 00 00 0.: _ O D Q O a 0 0: fl 0 0 0.0 QO 0.1 .1 .3 0.7 1.3 L 0 0 2 0,5 0.2 0.1 0.1 0.0 0.0 0.0 0: 0:0 0: 0.1 0.1 0.2 � Q �"� Q D 0:4 1.1 1.5 0.8 0.2 0.1 0A 0:0 0.0 0.0 0.0 0-0 0.1 0.1 0.2 � 0.4 1.0 1.6 1.0 0,4�� 0.2 O.f 0.1 0;1 0:2 Oct 0:2 0.3/ d�.4 � 0.5 O:fi 0.6 0.6 0.5 0.4 0.3 0.2 OJ a.t) ' 0:0 0.0 0.0 B-HS B-HS B-HS 0s .0 0: 0 0 0 0 b0 00 00 1 0 0 0:Q 0 0 0 D 0 0 0. 3 D.4 .2 :1 :' .0 V1 0 5 D D D O 0 0.0 D.0 Q.0 0. .0 : .1 �..._ I � �' -__ ___.. 0_ 0:-_ Q,0 0.0 DO 0, Q.2 0.4 0.5 .... 0.1 _0.1 0.0 --_O.D OA -__0-0 _. Q.D_-__-- O.Q _-_- 0.0 -._- O.Q -.- OA 0.1.-... 0.2 D.4''.:.. 0,6 Q.2 0.1 a:1 Q.1. 0:1 0.1. k1.1_ � 0:4 -.Q:B. 1.2 1.4:-. 1.9. 1.9 1.4 1.1 0.8 0.3 0;1 0.0 D:.O D.� J.O:: 0:0 0. , a a s a s o.D D.a a.o D:o Q D o 0 0 0 o Qo D o Q:Q Da D:1 a:o 6:o Q:o D,t1 0:o a a Q 0 -. .0 0 0 0.0 0.0 0 0 0.0 D.0 0:0 _ 0.1 0.1 0.0- D.0 _ 0.0 -0.0 - Q.D - - 0.0 - 0.0 - 0.0 _ 0.0 - - D.0 0,0 _ O.D a.0 0.0 Q1' 0.1 0.1 0:0 fl.0 0.0 - 0.0 0.1 0.1 0-1 0.2 0:4 0:9 i.6 2.1 3.1 3.2 2:2 1.6 1.0 0.4 0.2 0.1 0:0 0.0 0.0 D:0 Oi0 00 0.0 0:0.0- - _ 0 00 00 00 0:0 0; 0 00 D D 0 D D.0 0.0 0:0 0: 0 0:0 Q0 0.0 D.0 0.0 0!0 0.0 0:0 0:0 0:0 0.0 D.0 0.0 0:0 0.0 Q0 0:0 0,0 ' :0 :0 .0 .0 : . ' _ 3 _--_ _- - __0 0 0,0 D 0 0 0 0;0 0:0 O Q D 0, 0.0 ', D O 0.0 0.0 0.0 0:0 0.0 0.0 D,0 0,1 a:1 0, 0:5 1-1 1.9 3.2 _ 3.2 2.0 L2 _0,�. 0.2 0.1 0.0 0:0 0:0 0.0 -- B�s <' -- Q:0 0.0 -- - - - - - - - - - / O.D 0. �.� 8.0 li.Q fi ffJ @ @ ii$ fig 8H O fi O fr fl.8 O ei @.@ 0.@ @0 O.Q O.O Q.O:_ Oa 0:0- 0:@ O:@ @:0 0:@ O:O B:@ OiT @.@ O.@ fl.@ fl.0 O.fl flA @.@ fl,Q D.O Q.0 O.Q O.O 0;0 0.0 00 O0 4:O Q. 8. - 4 0 0 ${I- OQ -0.Q 0$ QQ &0 -0.0 0,1 0:9 112 04 0.9 09 0.4 02 0:1 0.0 O:a 0.0 O.Q, 0.0 0.0 n. _ n. - 0.0 0:0 a.a_ Q.D oQ o:fl QQ -0.o D: n n Q 0:0 _.0 0:0 00 D:D _. 0 _ o.0 6.a D.o 0.D D.Q o.D o.D i 0:0 0.0 0l0 0,0 0.0 D.0' QO a:Q 0.0 0:0 0:0 `a;D 0:0 0:0 0.0 0:0 0,0 0.0 0.0 0.0 0.0 0:0 0:0 0.0 0c0 0.0 0:0 0.0 0:0 0':0 0;0 0:0 0c0 0>0 Q:0 00 0:0 0.1 0.1 0,2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0:0 0.0 i 0. a Q :D O.D D. o:D o:fl : _ _ 0 0 0 Q 0 fl.0 Q:D 0:& _0 o.a t)'0 0 O.Q 0':0 0:0 0.0 0:0 0: 0,0 0:0 0: 0 0 O:D 0;0 0.0 0.0 0.0 O:D 0-0 0.0 0:0 0.0 0.0 0:0 00 0.0 0.0 0.0 0.0 0:0 0.0 0,0 0.0 0.0 0.0 0'.0 0:0 0.0 0.0 00 0.0 0.0 0:0 OiQ 0:0 Q:fl 00 0:0 0,0 0!0 0.0 0.0 0.0 QO 0.0 0.0 OA 0.0 O.�J' 0:0 0.0 0.0 0:0 0.0 0.0 0, 0 0 D 0.0 0:0 0:0 0:0 0.0 0.0 0:0 0.0 .0 0.0 0:0 0:0 0.0 0.0 0.0 0.0 0,0 0:0 0.0 0.0 00 0.0 0.0 0.0 0:0 0:0 c0 0:0 0:D 0:0 0.0 0 a , 0 0 0 0. 0 0 0 D O.D 0.0 0.0 0:0 0.0 0.0 0.0 D0 0:0 0.0 0.0 0.0 Oro 0:0 0:0 Q:0 0:0 0:0 0:0 0:0 0.0 0,0 0,0 0:0 o.0 0:0 0.0 aA 0A 0.0 D.0 C_0 0.:7 0.0 I i i 0 0Q 00 04 00 0,0 : :0 :, , I O Q D D:0 0 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 O.fl 0,0 0: 0 0 0 0.0 0.0 0.0 0.0 0.0 O:Q 0 0 0:0 0.0 OA OA 0.0 0.0 0,0 0:0 U.Q 0:0 fl:fl 0.0 0:0 0,0 0.0 0.0 10.0 0.0 0:0 0.0 0:0 0.0 0.0 0:0 0.0 0.0 0,0 0:0 0.0 0.0 0.0 0:0 0.0 0.0 0.0 OA 0.0 0.0 ; i I 0.0 0.0 0:0 O:Q 0-0 0: 0,0 , 00 0 DO QO 00 00 0. 0 : Q ,0 0,0 0:0 D:0 0 0 0 0: , I 0 0 4 0 0 0 0:0 0 0 D D 0 0 0:0 0:0 Q:Q 00 0:0 0A 0.0 0:0 0.0 0.0 0:0' 0:0 O:D 0:0 0:0 0.0 0:0 0:0 0:0 0:0 0:0 0>0 0.0 0,0 0,0 OA 0:0 0:0 O:D 0:0 0.0 0:0 Q:O O.D 0.0 0.0 0.0 0.0 0:0 0:0 0:0 0.0 0.0 0:0 Q:O 0.0 DA 1 r r - . o,Q Q. D.o a:o 0. , D o a o a Q:Q D: o:D D:o D.D O O fl 0:0 0.0 0.0 D.0 0:0 0. . 0 0 0 0.0 0;0 0 0 0:0 0.0 D.0 0.0 .0 4� o Q:o Q o 0.6 o.D 0.0 o o 0.0 fl:D Q:Q D:D D:o 0.0 Q.o o.a o:o Q:Q D:D o:o 0.0 D:D fl:o 0.0 0.0 fl;D a:o 0.0 o:o o:D D,Q a;o 0.0 0.0 0.0 Q.o oo Q.Q o;o 0.0 0.0 0.0 ''o.Q Q.D. a:o 0.0 D D 7 ,,:.. .. ,. ,. r. , Q.o 1�:o Q:D' Q:o o:a o,o fl,Q D:Q0.0, + , 0:0 Q:0 0:0 Q0 0:D :0 .0 a o D.a o:o D.D o:o o 0.0 Q 0 0 Or0 0.0 0:0 0:0 0:D 0:0 'D.0 0;0 0:a 0:0 0:0 OA 0:0 D.0 0,0 0.0 0:0 0:0 0:0 : : I00 00 Qfl 0:0 0.0 0:0 D;0 fl,0 0,0 0:0 Dc0 0:0 0:0 0:0 0:0 0.0 0:0 O:Q 0.0 0:0 0>0 0.0 OA 0,0 0.0 0:0 0.0 QA: 0:0 0.0 Q,O, E: PLANNING BOARD # AP 0 poed by the Pla n Bo v Date Signed: Ill ty of a resolution adopted // / 7L3 of the City of Saratoga Sprin -4 Chairperson GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. o,' A ® r er 1 ty Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com Gr,NEe, M �r Murftur ' �" ENTERPRISES, INC. =)'RA1-1()j881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com LU Uj LU a I- ry `L O z} w W 3 z ZD 0 O CJ Q C F- w � / Cn Cn O W CD CD a JQ LU < CDF- �...� Ln Ln w L.L o } H u o or Q w J J H H I-i z Q J 0 CL THIS DRAWING WAS PREPARED BY: POINT SOURCE GROUP, INC. 110 RAILROAD AVENUE ALBANY, NEW YORK 12205 (518) 219-8343 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 PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT C 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 a > > > > } a a a ¢ m cn z O Ln z CDn z o H z O Ln I --I �> w 0� Ln E -I �> w Cr O I --I (n Ln CD E -i N Ln a: m = Ln �- i H z W H z W CO > Ln � M > Ln J ¢ H ki In W H J u H u I- z H rn N m N M N m (V N N W rV a) N co N '- O Ln ( Q o o 0 0 ~ w o m ¢ w LIGHTING PLAN C - 191 6 of 9 d (V 0 N 00 0 m N O N 0 \ 3 m 0 O L? 1 V N 0 N N H LU LU cn / 0 Q v / N (14 (V / 0 0f- im Q � C7 ~ m m n w = U) oN¢ S SIGN, SEE PLANS FOR FOR TYPE, FASTEN WITH BOLTS, NUTS, AND WASHERS OF SIGN BOTTOM ALUM. OR HOT -DIPPED GALVANIZED STEEL SIGN POST, 2" CARBON STEEL U-POST, PAINTED WITH GREEN ENAMEL OR GALVANIZED STEEL, 3/8" HOLES AT 1" O.C. FINISHED GRADE ILL WITH SOIL of Sign Post Detail C 501 N.T.S. 7' F1" "RESERVED PARKING" SIGN OR "NO PARKING ANY TIME" 2" ALUMINIUM POST "NO PARKING ANY TIME" SIGN, TYP. "RESERVED PARKING" SIGN, TYP. SIDEWALK, SEE PLANS 0 COE 6 am[ SLOPE CONCRETE K I �_ 4" WIDE BLUE AWAY FROM POST STRIPES, DIAGONAL PAVEMENT STRIPES AT 45' SURFACE 8' MIN. OR I I 8' MIN. OR ANGLE, 2' O.C. PER PLANS PER PLANS I �` TYPICAL ACCESSIBLE PARKING LAYOUT I'J b<y I 11-;1 NO RESERVED 130" PARKING i PARKING R7-8 R7-1 ANY L TIME Y.1 F-1 NOTE: CROSS SLOPE NOT TO EXCEED 1.5 % IN ALL DIRECTIONS IN L 1 1.J PARKING SPACES AND ACCESS VAN 12" I I AISLES �ccEssiete R7-8a POST BASE DETAIL TOP COURSE NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT TYPICAL FOR PARKING SPACE TYPICAL FOR ACCESS AISLE 02 Accessible Parking C 501 N.T.S. BINDER COURSE - NYSDOT ITEM 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING 1-1/2" 2-1/2" 12" MILLION STANDARD 2-1/2" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 2 4 12 TRUCK MILLION LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 06 Asphalt Pavement (SS-5) C-50 N.T.S. �.- 4- ``� 24" PLAN ISOMETRIC ;I r FRONT VIEW END VIEW NOTES: 1. FURNISH BIKE RACK AS MANUFACTURED BY DERO, TRANSITION MINNEAPOLIS, MN., "HOOP RACK". 12 Hoop Bole Rack Typ. G501 N.T.S. SMOOTH FINISH JOINT EXPANSION (TO BE USED AT FACE OF 1" MIN. 1" MIN. BLDGS, CURB, ETC.) I I 14" MIN, 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 e' f• 20' 12' MIRAFI 140N OR APPROVED EQUIVALENT 8" 4,500 PSI CONCRETE UNDISTURBED EARTH 6"x6" W2.9xW2.9 WELDED WIRE MESH NOTES: NYSDOT SUB -BASE COURSE TYPE 4 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING TOOL. 2. MAGNESIUM FLOAT FINISH CONCRETE PERPENDICULAR TO DIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE. 3. FOR ADDITIONAL INFORMATION REFERENCE THE CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS ON SHEET C-501. 11 Heavy -Duty Concrete Stab C 501 N.T.S. JOINT EXPANSION (TO SMOOTH BE USED AT FACE OF FINISH BLDGS, CURB, ETC.) 1" MIN. 1" MIN. 1/2"��•� PREMOLDED BITUMINOUS EXPANSION JOINT FILLER, 14" MIN. FULL DEPTH w/SEALANT CONTROL JOINT EXPANSION JOINT DETAIL TOOLED CONTROL JOINT DETAIL PITCH SIDEWALK 16"/FT. AWAY FROM BUILDINGS WIDTH, AS NOTED ON PLAN „ r 6' MIRAFI 140N OR SECTION "A.. NYSDOT SUB -BASE APPROVED EQUIVALENT COURSE TYPE 4 6"x6" W1.4xW1.4 TOOLED CONTROL JOINTS y WELDED WIRE MESH 6' O.C. X 14" DEEP, SEE DETAIL ABOVE 4,000 PSI CONCRETE BROOM FINISH PLAN NOTES: EXPANSION (ISOLATION) 1. FINISH CONCRETE EDGES WITH 1/4" RADIUS JOINTS SPACED NOT MORE EDGING TOOL. THAN 20' APART AND 2. MAGNESIUM FLOAT FINISH CONCRETE BETWEEN SIDEWALK AND PERPENDICULAR TO DIRECTION OF TRAVEL TO FOUNDATIONS, PROVIDE "" X PRODUCE UNIFORM SURFACE, 3. FOR ADDITIONAL INFORMATION REFERENCE THE 5" BITUMINOUS JOINT CITY OF SARATOGA SPRINGS CONCRETE FILLER, SEE DETAIL ABOVE SPECIFICATIONS ON SHEET C-501. 03 Concrete Sidewalk C-501 N.T.S. DETERMINING CRITICAL ROOT ZONE: SINGLE TREE MULTIPLE TREES sCRITICAL- •-{ OAN MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUMCHAINLINKr NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE •�+'� PROTECTED BY FENCING CHAINLINK ROOT ZONE DBH= x INCHES \\_� ` CRITICAL �- CRI IICAL ROOT ZONE= AREA WI'. HIN x FEET FROM TRUNK ROOT ZONE FENCING POST CONTINUOUS CHAINLINK FENCING NOTES: 1. TREE PROTECTION FENCING SHALT_ BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE t?' OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6'. WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND SFR CT D OF CHAINLINK. BE CON_ U . E j ��- a. SUPPORTED Y VERTICAL POSTS FENCE SHALL BE U ED B E L TREE PROTECIION AREA srocrcPUNc PROHIBITED DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID j MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. ' 5, NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE 4' THE ^ENCNG. FENCING SHALL NOT BE MOVED OR MIN REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A L VISUA_LY PROMINENT LOCATION. --- {'-ITI�- I ITT-,11= 110 ._ 1 -MAX -� 07 Tree Protection Fence C 501 N.T.S. PLAN CAP BRACE BAND WITH RAIL END CAP GATE POST CORNER/LINE POST GATE FRAME TOP RAIL x" STRETCHER BAR BOTTOM RAIL 12' (6' LEAF) I6'8" MIN. 5'0" MIN. '8" MIN. 4 I"INA. F(CVCAL ELEVATION / l WIRE i \ BRUSH �Q FINISH w, , 5 / \ ,` SVOPE .596 l 60"X60" MIN. LANDING 4" MAX. REVEAL tMZN CONCRETE CURBING 6" 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 7.50% AND A CROSS SLOPE OF 1.50%, AS -BUILT RAMPS SHALL HAVE RUNNING SLOPES LESS THAN 8.33% 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. -I 3" DIAMETER X 8' CEDAR STAKE ABOVE GROUND TO LOWEST BRANCHES DOUBLE STRAND OF 12 GAUGE GALVANIZED WIRE, TWISTED (THREE GUYS PER TREE, SPREAD 120° APART), LOCATE 6" FROM PLAN VIEW 8 �lN TOP OF STAKE UP TO LOWEST BRANCHES GARDEN HOSE EDGE OF MULCH RING TO BE FRICTION GUARD 8" MIN. OUTSIDE OF WHERE STAKES ENTER GROUND REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP AND WIRE CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC EDGE OF MULCH RING MATERIALS, IF NECESSARY CAREFULLY REMOVE SOIL TO EXPOSE ROOT CROWN FINISHED GRADE CONSTRUCT EARTHEN BERM, 4" HIGH, FLOOD WITH WATER TWICE IN FIRST 24 HOURS BREAK SUBSOIL -�- i { 4 SHREDDED HARDWOOD MULCH, WITH A PICKI� f^ ... EXTEND OVER BERM BACKFILL WITH NATIVE BACKFILL 2X ROOT BALL IN 9" LIFTS, WATER EACH LAYER UNTIL SETTLED, DO NOT TAMP NOTES: 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL 4.DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 6. WATER THOROUGHLY AFTER INSTALLATION. 7.REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 8.ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. 08 Tree Planting C-501 N.T.S. ETE PAD, SEE 5 AND CONCRETE DIUEVVALK DETAIL POST GATE NOTES: 1. POSTS AND RAILS SHALL BE SCHEDULE 40 STEEL PIPE 3. FOUNDATIONS SHALL BE CONCRETE WITH A MINIMUM 28-DAY CONFORMING TO ASTM F-1083 AND THE FOLLOWING SIZES: COMPRESSIVE STRENGTH OF 3,000 PSI. FOUNDATIONS SHALL BE THE FOLLOWING SIZES: POST/RAIL TYPE O.D. GATE 4" TYPE DIA. DEPTH CORNER/END 3" GATE/CORNER 16" 48" LINE 2" LINE 12" 36" TOP/BOTTOM RAIL lg" GATE FRAME (<4' LEAF) 1$" 4. FENCE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM GATE FRAME (>4' LEAF) 2" F-567 AND GATES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F-900. 2. FENCE FABRIC SHALL BE 9 GAUGE WIRE SIZE, 2" MESH, BLACK VINYL CHAIN LINK CONFORMING TO ASTM A-392, 5. CONCRETE PAD SHALL BE 6" THICK 4,000 PSI CONCRETE KNUCKLED AT THE TOP AND TWISTED AND BARBED AT THE WITH 2.6X2.6 WWF ON 12" SUBBASE, NYSDOT TYPE 2. BOTTOM, WITH GREEN VINYL PRIVACY SLATS. 13 Dumpster Enclousure C-501 N.T.S. PULL SOIL OR MUI BACK FROM ROOT CR( BREAK UP SUBGR/ 6' TRANSITION CURB NOTES: 1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF NOT LESS THAN FLUSH CURB,- 4,000 PSI. 1/4" REVEAL MAX. 2. REFER TO SITE PLAN FOR TRANSITION LOCATIONS. ALL PROPOSED CURBING SHALL ±5' TRANSITION LENGTH- - TERMINATE AT A STRUCTURE OR WITH A TRANSITION. UNLESS SPECIFIED NO CURBING SHALL TERMINATE AT ITS FULL HEIGHT. 6 3. FOR ADDITIONAL INFORMATION REFERENCE REVEAL, PROVIDE - THE CITY OF SARATOGA SPRINGS CONCRETE TYP. UNIFORM SPECIFICATIONS ON SHEET C-501. TRANSITION TRANSITION CONCRETE SIDEWALK (SEE DETAIL THIS SHEET) 6"W X 18"H PRECAST OR LANDSCAPED AREA OR CAST -IN -PLACE �" CORNER RADIUS (SLIPFORM) CONCRETE CURBING v COMPACTED SUBBASE, NYSDOT TYPE 2 nr 6 n' EXISTING OR PROPOSED ASPHALT PAVEMENT 05 Concrete Curb C-501 N.T.S. ESTABLISH PLUGS SPACED IN TRIANGULAR PATTERN AT THE DISTANCES SPECIFIED TOP SOIL, UNLESS OTHERWISE SPECIFIED GROUND LINE TO BE SAME AS AT THE NURSERY 3" SHREDDED HARDWOOD MULCH, EXTEND OVER BERM CONSTRUCT EARTHEN �? rr UNDISTURBED ;,. BERM, 4" HIGHS777, NATIVE SOIL ; REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP, REWIRE NOTES: CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC MATERIALS 1. TOPSOIL INSTALLED TO A MINIMUM DEPTH IL. OF 6" ACROSS PLANTING AREA 6" MIN. BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER 2. INSTALL ALL PLUGS WITH THE ROOTS NOTE: EACH LAYER UNTIL SETTLED. DO HANGING FREE, FILL AROUND ROOTS AND PLANTING PIT SHALL BE TWICE THE NOT TAMP GENTLY COMPRESS THE SOILS BY HAND DIAMETER OF THE ROOTBALL OR SHALL EXTEND A MINIMUM OF 6" BEYOND THE 3. THOROUGHLY WATER THE SOIL BEFORE AND ROOTBALL, WHICHEVER IS LARGER AFTER PLUG INSTALLATION. 09 Shrub Planting 10 Plug Planting C 501 N.T.S. 501 N.T.S. 3" DIAMETER X 8' CEDAR STAKE ABOVE GROUND TO LOWEST BRANCHES GARDEN HOSE FRICTION GUARD DOUBLE STRAND OF 12 GAUGE GALVANIZED WIRE, TWISTED (THREE GUYS PER TREE, SPREAD 120' APART), LOCATE 6" FROM TOP OF STAKE UP TO LOWEST BRANCHES 4" SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH TREE TRUNK REMOVE ALL TWINE AND STRAPS, CUT AND REMOVE BURLAP AND WIRE CAGE FROM TOP 1/3 OF ROOTBALL, REMOVE ALL SYNTHETIC MATERIALS, IF NECESSARY CAREFULLY REMOVE SOIL TO EXPOSE ROOT CROWN CONCRETE CURB & ASPHALT PAVEMENT SEE SITE PLANS FOR ADDITIONAL INFO 18" NON -WOVEN GEOTEXTILE FABRIC BACKFILL WITH NATIVE BACKFILL IN 9" LIFTS, WATER EACH LAYER UNTIL SETTLED, DO NOT TAMP NOTES: 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. 3.HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL 4.DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 6. WATER THOROUGHLY AFTER INSTALLATION. 7.REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 8.ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. 15 Tree Island Planting C 501 N.T.S. 3" DIAMETER X 8' CEDAR STAKE o ABOVE GROUND TO LOWEST BRANCHES ti GARDEN HOSE FRICTION GUARD DOUBLE STRAND OF 12 GAUGE GALVANIZED WIRE, TWISTED (THREE GUYS PER TREE, SPREAD 120° APART), LOCATE 6" FROM PLAN VIEW MTV! TOP OF STAKE UP TO LOWEST BRANCHES TRUNK BASE SHOULD BE PLACED WERE SLOPE PASS EXISTED REMOVE ALL TWINE AND PRIOR TO MULCHING, LIGHTLY TAMP SOIL STRAPS, CUT AND REMOVE AROUND THE ROOT BALL IN 6" LIFTS TO BURLAP AND WIRE CAGE FROM BRACE TREE. DO NOT OVER COMPACT. WHEN TOP 1/3 OF ROOTBALL, REMOVE THE PLANTING HOLE HAS BEEN BACKFILLED, ALL SYNTHETIC MATERIALS, IF POUR WATER AROUND ROOT BALL TO SETTLE NECESSARY CAREFULLY REMOVE THE SOIL SOIL TO EXPOSE ROOT CROWN 4" LAYER OF MULCH. 4" HT X 8" WIDE BERM NO MORE THEN 1" ON TOP OF ROOT BALL ABOVE ROOT BALL `� MODIFIED SOIL f <a DEPTH VARIES NUUI DALL NOTES: 1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 2.CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKING SURE TO EXPOSE THE ROOT CROWN. 3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL 4.DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 6. WATER THOROUGHLY AFTER INSTALLATION. 7.REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 8.ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. 14 Tree Planting on Slope C 501 N.T.S. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS UNDISTURBED EARTH 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY IF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FROM "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH THE TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER. A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL) NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 2 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PRTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. " erit V E �"� g Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 1 verityeng.com MvAR'd� Mur ' '" E N T E R P R I S R S, I N C. =PAC_1()/881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com rLU V 1 O i LIJ W F- Ul Y 0 z r \� w W 3 z r CL z 0 O u Q W O n WCjr z a v J`t LUcc CD H- I -I < un o r H ) v \H � a LU ® w Z J H z > H H H z ¢ J a M OF NEW y DAMES �O,A� r � n to m w 2 O 09430'x ROPESSOAN IT I5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT 19 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 > a > a > > > a a a m Z O V) 2! Z O V) O O z o H U) 1-1 z O w w 0� Lnn � Ul � m CA z w z w � U) m V) Q.J H C Uj w J u J u H z H m (V r` m N .-i m rV m m N m CV N m LV F- N - O N _. W N \ Co O -1 L() 1-1 11 N Q o w in u m ¢ LU DETAILS (1) C-501 7 of 9 n o_ r\ 0 N 00 O m N 0 N 0 Q0 1-1 3 a O (D u? v N 0 N N / Ln H w w V) / 0 a v N O N N RESTORE ALL DISTURBED SURFACES IN KIND 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 C 502 N.T.S. 50' MIN. STONE PAVEMENT EXISTING 3' S.� PAVEMENT 6" MIN. FILTER MOUNTABLE BERM CLOTH (OPTIONAL) PROFILE EXISTING GROUND 50' MIN. I I CATCH BASIN FRAME AND GRATE AS MANUFACTURED BY NEENAH FOUNDRY COMPANY, PATTERN NO. R-3561 GROUT FRAME - NOTE: INSTALL INLET " PROTECTION SIMULTANEOUS WITH INSTALLATION OF CATCH BASIN 4 i°"< SEE UTILITY a PLAN FOR SHAPE AND SIZE RIP -RAP ON EACH SIDE OF PIPE 1:2 + MAX. FINISHED GRADE, GRADE PER TOP OF RIP -RAP TO SITE/GRADING PLAN DIRECTING ELEVATION OF PIPE N z DRAINAGE TO CATCH BASIN CENTERLINE ON SIDE ,4 ' SLOPES OF CHANNEL . ----- 7- 4" TO 12" OF GRADE \ � eo ADJUSTMENT, USE T, 12" MIN._ ® CONCRETE GRADE RINGS OR APPROVED EQUIVALENT La 18" FILTER FABRIC, MIRAFI ® PRECAST CONCRETE DRAINAGE 140N OR APPROVED RIP -RAP STRUCTURE AS MANUFACTURED EQUIVALENT BY FORT MILLER COMPANY SECTION 4 PIPE, AS SHOWN ON SITE/UTILITY PLANS APPROVED GRANULAR BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY d. 12 SUMP, MIN. . j. a e <"aa' 12."a v ® a' MIN., . z oz Catch Basin C-50 2,1 N.T.S. SPACING VARIES DEPENDING ON UNDISTURBED SUBGRADE CHANNEL SLOPE H �X A CUTOFF TRENCH SAME ELEVATION 18" WIDE., SCOPE CREST EXISTING 6" DEEP TOE `"` >� H 24" MAX 12' MIN. 12' MIN. PAVEMENT @ CENTER r PROFILE A / z � g B PLAN VIEW - - - - o rn H (FT) MIN. X = SLOPE (FT/FT) 1. STONE SIZE USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FILTER 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FABRIC CUTOFF TRENCH FOOT MINIMUM LENGTH WOULD APPLY). B DESIGN BOTTOM 2 2 1� 1 � Z 3. THICKNESS - NOT LESS THAN 6 INCHES. SECTION A -A u N (oj 4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4. INGRESS OR EGRESS OCCURS. 24 FOOT IF SINGLE ENTRANCE TO SITE. 1 1 to FILTER FABRIC 1 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SECTION B-B 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL A CONSTRUCTION SPECIFICATIONS MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL LOCATIONS SHOWN IN THE PLAN. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE 2 SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. AROUND THE DAM. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH RAINFALL EVENT. STONE OR LINER AS APPROPRIATE. 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 o7 Check Dam C-502 N.T.S. C-50 N.T.S. SOIL RESTORATION REQUIREMENTS SOIL RESTORATION TYPE OF SOIL DISTURBANCE REQUIREMENTS COMMENTS/EXAMPLE PRESERVATION OF NATURAL NO SOIL DISTURBANCE RESTORATION NOT PERMITTED 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 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 PROJECTS IN AREAS WHERE REDEVELOPMENT PROJECTS 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." 7ttps://www.dec.ny.gov/docs/water_pdf/infildecomO8.pdf NOTE: STO0 NOT �--- 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. 11 Soil Stockpile Stabilization *SEE PLANS FOR COVER TYPE* 30" SQ. COVER, NEENAH R-1557 24" RND. COVER, NEENAH R-1878-AGL OR APPROVED EQUIVALENTS END SECTIONS FROM STRUC. DIA. (IN.) INV (FT.) QPEAK (CFS) d5o (IN.) La (FT.) W (FT.) T (IN.) CB-2 24 325.60 0.26 6" 13' 15' 12" CB-5 24 324.70 2.54 6" 13' 15' 12" SLOT DRAIN 10 325.86 0.05 6" 6' 8' 12" RIP -RAP DIMENSIONS Dso (IN.) dMAx (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 (La) 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. 03 Riprap Outlet Protection C 50 N.T.S. 4" MIN., 12" MAX. 24" OR 30" PRECAST CONCRETE MANHOLE SLAB TOP 12" O.C. (H-20 LOADING) -11 STEEL REINF. (GRADE 60) COPOLYMER POLYPROPYLENE DIAMETER MANHOLE STEPS; M.A. PER PLAN INDUSTRIES OR APPROVED EQUIVALENT MORTAR INSIDE AND OUT SHIM COURSES AS REQUIRED TO BRING FRAME TO �l FINISHED GRADE FLOW PIPE PIPE COMPACTED SUBBASE, 12" SIUMP NYSDOT TYPE 4, TYP. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS BY FORT MILLER CO.,INC. OR APPROVED EQUIVALENT BUTYL ROPE OR APPROVED EQUIVALENT, TYP. Z-LOK STM BOOT CONNECTOR OR APPROVED EQUIVALENT FLOW_ INTEGRAL WALL 00 AND BASE SECTION I 12" 12" COMPACTED SUBBASE, TYP NYSDOT TYPE 4 NOTES: 1. APPROVED FLAT TOPS MAY BE UTILIZED FOR SHALLOW STRUCTURES. THE TOP SHALL BE DESIGNED FOR H2O LOADING. THE OPENING SHALL BE PLACED OVER THE STRUCTURE STEPS. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 3. ENTIRE STRUCTURE SHALL BE BACKFILLED WITH GRAVEL THOROUGHLY COMPACTED IN 12" MAXIMUM LIFTS WHEN INSTALLED IN EXISTING OR PROPOSED TOWN RIGHT-OF-WAY. os Manhole (Storm) C-502 N.T.S. CATCH BASIN GRATE REINFORCES CORNERS CC AREA, LIFT STRAPS OVERFLOW PORTS, REQUIRED SILT SACK BY DANDY PRODUCTS, INC. OR APPROVED EQUIVALENT DUMPING STRAPS CATCH BASIN INLET 04 Insert Inlet Protection C-50 N.T.S. DRAINAGE A EARTHEN BERM, SAND SWALES, STORM BAGS, STONE, OR DRAIN INLETS, e e e e 0 OTHER STRUCTURAL WETLANDS, 100' MIN. TYP APPURENANCE STREAMS AND e I OTHER SURFACE WATERS ( e CONCRETE WASHOUT AREA e 8' MI MINIMUM 8'x8'x2' Iz e (LxWxD) � H I ° FENCE Ie e f e e SIGN IDENTIFYING L_ e e a SITE AS A CONCRETE WASHOUT AREA 10' WIDE CRUSHED STONE PAVED ROADWAY ENTRANCE FROM PAVED ROAD TO WASHOUT AREA FENCE PAVED ROADWAY A CONCRETE WASHOUT AREA MINIMUM 8'x8'x2' DEEP 7 12' MIN. PLASTIC LINER ANCHORED BEYOND TOP OF PIT WITH EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURENANCE 10' MAX. C. TO C. - PLASTIC LINER 10MILS MINIMUM 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 FLOW COMPACTED SOIL EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4" If SECTION VIEW EARTH EMBANKMENT V � OUTLET PROTECTION SIZING ST#1 ST#2 BARREL DIAMETER (IN): 12 12 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 4.0'MIN. �1'-6"MIN. 12" NO. 1 CRUSHED STONE FROM PAVED ROAD TO WASHOUT AREA SLOPE TO FACILITY z 0 Ln FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) I CO z �lF-4 1 SEE NOTES WATER LINE SEWER (GRAVITY OR OR STORM SEWER) NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. 05 Utility Separations: Parallel and Crossing (W-7) 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 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE 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. 09 Concrete Washout C 50 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 "T" 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. to Silt Fence C-50 N.T.S. EXCAVATE IF NECESSARY FOR STORAGE * RISER EMBEDDED 9" INTO CONCRETE OR 1/4" METAL PLATE WELDED ALL AROUND. PERFORATED RISER 1" TO 1 HARDWARE CLOTH RIPRAP 5.0'MAX. o o a " z PROTECTION o 0 WITH FILTER FABRIC 0 12" SECURELY FASTENED 0 0 BURY ENDS OF W TOPSOIL, SEED AND MULCH AS REQUIRED AS SOON /� ACCEPTABLE PROVIDE 1-- BLANKET, TYP. AS PROPOSED ELEVATIONS ACHIEVED. WATER TIGHT WATERTIGHT -�i JOINT CONNECTION 10.0' W = DIAMETER OF RISER (>24") EMBANKMENT SECTION THRU RISER INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 1 ON 3 OR STEEPER OR NOT REQUIRING RIP -RAP. USE EROSION BLANKETS TYPE SC 150BN, STAPLE PATTERN "A", AS MANUFACTURED 6 BY NORTH AMERICAN GREEN OR APPROVED EQUAL. I 6 I GRADE SLOPE NOTES: _ .r_ 1. ANCHOR BLANKETS AT TOP OF SLOPE IN 6" DEEP x 6" WIDE-- --- -- TRENCH. BACKFILL AND COMPACT - `" -"�"" BURY PER TRENCH AFTER STAPLING. ...I MANUFACTURER'S iI ,i --�I INSTRUCTIONS, TYP 2. EDGES OF PARALLEL BLANKETS -4--- MUST BE STAPLED WITH A 4" OVERLAP. L-IT-- i I i---•-! 9 I 3. MID -SLOPE BLANKETS SHALL -'- HAVE A MINIMUM OVERLAP OF 4". lz Slope Stabilization C-50 N.T.S. CONSTRUCTION SPECIFICATIONS: 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. 13 Sediment Trap - Pipe Outlet C 50 N.T.S. 4'-6" MIN. SARATOGA STD. 2'-6" MIN. PROFFERED AS CLOSE AS POSSIBLE MULLER SUPER CENTURION 2'-6" PREFERRED A-423 WITH 4" 1'-6" MIN. m STORZ CONNECTION 5'-0" MAX. (SEE NOTE 2) u o FLUSH WITH W PAVEMENT OR z LL 1" REVEAL IN BREAK FLANGE LOWEST r TURF AREAS PART F BOLTS TO BE CURB A MIN 1-1/2" ABOVE - -.1 - I z FINISHED GRADE F.G. AND A MAX. 8 _1 i i 1 i 91�I ( •? ABOVE F.G. I ,- o �� , HYDRANTS SHALL HAVE A Esc MINIMUM CLEARANCE OF LEI 3'0" FROM BOLLARDS, - - o WALLS UTILITY POLES AND ¢ z � CY OTHER OBSTRUCTIONS. VALVE BOX 6 M.J. R.W. LEJ m PATTERN) GATE VALVE Ul) (D(TELESCOPIC a _' (SARATOGA Ir POLYETHYLENE OR o Ln 3/4" TIE -ROD FOR STD. MUELLERLLJ > > Er) BUILDING PAPER Qj THRUST RESTRAINT AWWA C509) CD Cr (ONE EACH SIDE) OR (SEE NOTE 3) CRUSHED STONE =;, RETAINER GLAND A.O.B.E. SIZE 1 AND lA ,ti (SEE DETAIL W-4) TIE ROD DRAIN ,• ";:.:. _ CONCRETE THRUST WqL BLOCK. 3,000 P.S.I a (NOT REQ'D IF R.G. ^.:�: r,� .. BEDDING, PIPE ZONE M.J. OR TIE RODS ARE USED) I BACKFILL TYPICAL TO ANCHORING TRENCH DETAIL REQ'D. TREE NOTES: N.T.S. PAIN SIZE MAIN SCHEDULE: COLOR OF OF BONNET AND CONNECTOR COVERS COLOR OF BARREL 4" RED YELLOW 6" BLUE YELLOW 8" GREEN, FOREST YELLOW 10" BROWN YELLOW 12" GRAY, BATTLESHIP YELLOW 14 GRAY, LIGHT YELLOW 16" ORANGE YELLOW 20 BLACK YELLOW 24" YELLOW YELLOW -MAIN CONCRETE THRUST BLOCK, 3,000 P.S.I. (TYP.) 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. 2. HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF THE MUELLER "SARATOGA HYDRANT" HAVING 5-1/4 INCH VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4 INCH STORTZ QUICK -RELEASE CONNECTION. ALL HYDRANTS SHALL HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS A 7 Q INCH 8 SQUARE SHAPED OPERATING NUT - OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA / SPECIFICATIONS FOR 150 PSI WORKING PRESSURE AND 300 PSI TEST PRESSURE. 3. ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 PSI WORKING PRESSURE, NON -RISING STEM, WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING . 4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. 14 Hydrant Installation (W-1) C 502 N.T.S. en Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 verityeng.com GE N E Rp! M r mun"r ENTERPRISES, INC. =PPA1--1()/881 Murray Road Middle Grove, NY 12850 518.584.6174 munterenterprises.com Uj V i Uj w Q Y z0 w w z Z z_ O 0 v Q0 W Cr O W n 2 24,H a a J < Uj c) < C) H a vT LL L` 0 } H / ^ V � o Ir Q w Z J H � J > H H H z ¢_ a 0 D NEW y JAMES �0�� * 7 r CF_ n W m t z O 09430'\ ROPCs SIONP 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT - 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 > a > a > > a a > a m cn Z 0 cn cn Z o cn O CD z o H n N z F- I > W F-I > W Fi Vn (n H cn Vl m m =) F- I --I H W H W m V) m Ln __j I-1 V Ln w J V J v H z H m N F, m N � m N rn m m N 00 m N N w I- ' N C) O -1 N 00 OE) o N Cc tD 0 O Ln (D o -i r N H Q o W o m Q , DETAILS (2) C-502 8 of 9 WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER OBSERVATION MANAGEMENT REPORT FOR WATER QUALITY - 328.25 WELL 327.75 325.25 CALCULATIONS. 325.25 (BERM) 328.72 INFILTRATION BASIN #2 100-YR RRv REQ'D: 14,717 10-YR 25-YR 0 RRv PROVIDED: 14,717 1 YR- 2.5 e' - 2.5 2.5' 2.5 -I I .' .`, I I s, s %.•:,. ,.v:, . I r *** ALL WQv PROVIDED BY RUNOFF ' REDUCTION TECHNIQUES SIN INFILTRATION BAFOREBAY WIDTH VARIES STORM ELEVATION VOL. (CF) �-7.5 67.5 6.2 3 6.2 REFERENCE 8.7 1-YR 325.51 3,394 GRADING PLAN 10-YR 326.23 13,100 25-YR 326.69 19,660 INFILTRATION BASIN #2 100-YR 327.63 34,055 WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY OBSERVATION CALCULATIONS. - 328.25 327.75 WELL 325.25 INFILTRATION BASIN #1 325.25 (BERM) 328.25 RRv REQ'D: 21,022 RRv PROVIDED: 21,022 100 YR *** ALL WQv PROVIDED BY RUNOFF 5 YR_10-YR = 1-YR REDUCTION TECHNIQUES 2.5 ".z 5 2.5 = - .2.5 �I I r 1 r I "'" I STORM ELEVATION VOL. (CF) FOREBAY INFILTRATION BASIN 1-YR 325.62 5,664 10-YR 326.44 19,717 �--7.5 7.0 6.2-3-6.2 27.5 7.5 25-YR 326.92 28,858 100-YR 327.81 48,448 INFILTRATION BASIN #1 NOTES: 1. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN OR FOREBAY SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. of Infiltration Basin IB1-IB2 C 503 N.T.S. 4" PEA GRAVEL OR RIVER STONE BASIN/POND BOTTOM 6" PVC THREADED CAP, FLUSH WITH GROUND SURFACE UNDISTURBED MATERIAL FILTER FABRIC, -. MIRAFI 140N OR APPROVED EQUAL CLEAN WASHED #2 STONE y/ PERFORATED 6" PVC PIPE SAND FILTER 6"-8"--/ SET PIPE ON BRICK 2'o, MIN. OR CONCRETE BLOCK 05 Observation Well C 503 N.T.S. STORMWATER MANAGEMENT PRACTICE INFILTRATION BASIN 0.080" PROJECT IDENTIFICATION: ALUMINIUM SIGN SPDES NYR_ PANEL, BAKED ENAMEL FINISH MUST BE MAINTAINED IN ACCORDANCE WITH 0&M PLAN NO NOT REMOVE OR ALTER NOTES: 1. COORDINATE WITH DESIGN GALZANIZED ENGINEER TO OBTAIN PROJECT STEEL POST, IDENTIFICATION NUMBER. 2" U-CHANNEL WITH 16" HOLES 2. IN LIEU OF A SEPARATE POST AT 1" O.C. = AND BASE SIGNAGE MAY BE MOUNTED TO NEARBY FENCING Co OR LIGHT POLES USING STAINLESS STEEL BAND CLAMPS SLOPE TOP OF CONCRETE BASE FINISHED GRADE 2,500 PSI CONCRETE ANTI -CORROSIVE COATING N ®. ON PORTION OF POST IN CONTACT WITH CONCRETE Stormwater Management Signage COVERED/PERFORATED VENT OUTLET IF A BUILDING TRAP IS REQUIRED FRESH AIR INLET (3" MIN.) 4" CLEANOUT PLUG � TOP OF SPILLWAY (IB#3)ELEV:325.50 TOP OF BASIN 5' (IB#3)ELEV:326.00 TOPSOIL, SEED & MULCH -31 if RIP -RAP, NYSDOT PROFILE ° LIGHT STONE FILL, 12" MIN. DEPTH TOPSOIL, SEED & MULCH TOP OF BASIN RIP -RAP, NYSDOT (IB#3)ELEV:326.00 LIGHT STONE FILL 5' FILTER FABRIC MIRAFI 3 0% �l 140N OR APPROVED EQUIVALENT SECTION TOP OF SPILLWAY TERMINATE RIP -RAP (IB#3)ELEV:325.50 AT BOTTOM OF BASIN SPILLWAY NOTES: 1. FOREBAY TO RECEIVE 12" CLAY LINER, (MINIMUM 50% 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 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. 3. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT. WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. INFILTRATION BASIN RRV REQ'D: 6,279 RRv PROVIDED: 6,279 *** ALL WQv PROVIDED BY RUNOFF REDUCTION TECHNIQUES STORM ELEVATION VOL. (CF) 1-YR 325.41 1,920 10-YR 325.85 5,551 RIP -RAP WEIR 25-YR 326.11 8,118 ELEV: 325.50 100-YR 326.70 14.382 FOREBAY 1 330 IO-YR 25-YR 100-YR _ ; .m 330 325 3 325 ._ 3 INFILTRATION BASIN % 12" CLAY LINER, PERMANENT 12" CLAY LINER, PERMANENT SEE NOTE #1 POOL SEE NOTE #1 POOL 02 Infiltration Basin IB-3 C 503 N.T.S. 2" + PIPE B PROJECTION INTO B MH (TYP) A 3� A ¢1 A 4" (MIN.) N � 3 3" (MIN.) FINAL GRADE . 2' (MAX.) 4' (MAX) 31 B (PLUS BACKWATER VALVE) FORM SMOOTH CURVE IF NO INSIDE CLEANOUT: 4" WITH RISER TO GRADE ` 4" CLEANOUT PLUG (S) CONNECTION TO PUBLIC SEWER f ,' 2% (1 INCH/FT) BUILDING DRAIN 40 (MIN. SLOPE) (SEE DETAIL SA-3) IF REQUIRED: IF REQUIRED: JAPPROVED ,e BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP COMBINATION "Y" AND 1/8 BEND WITH CLEANOUT OR RUNNING TRAP FOUNDATION WALL APPROVED SLEEVE THROUGH BASEMENT FLOOR FOUNDATION WALL LEI,... ... m ,..T..._ _, >.. ; :: •,.., t .;, H \• .. -5' FOOTING 6" BUILDING SEWER (TYP.) 4" BUILDING DRAIN (TYP.) NOTES: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. 7 Building Drain Layout (SA-7) C 503 N.T.S. FINISHED GRADE SOLID COVER TO BE LABELED "SEWER" FOR SANITARY SEWER AND "STORM" OR "DRAIN" FOR STORM SEWER OR ROOF LEADERS CLEANOUT ADAPTER \ AND PLUG 0 CLEANOUT FRAME, MODEL L _ #18111 AS MANUFACTURED BY GENERAL FOUNDRIES, INC., NORTH BRUNSWICK, NJ 4" CONCRETE TERMITE BLOCKS FOR SUPPORT 45° BEND, TYP. I I PVC (SIZE 45' BEND OR WYE PER PLAN) 06 Sewer - Cleanout C 503 N.T.S. i B� ONE-WAY INVERT PLAN MULTIPLE INVERT FORM SMOOTH CURVE 1/2" PER FOOT (MIN.) PITCH TOP OF SPILLWAY (IB#4)ELEV:324.50 TOPSOIL, SEED & MULCH 3 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 TERMINATE RIP -RAP AT BOTTOM OF BASIN OP OF BASIN IB#4)ELEV:325.00 PROFILE TOP OF BASIN (IB#5)ELEV:325.00 5' 3 I 0% i �1 SECTION TOP OF SPILLWAY (IB#4)ELEV:324.50 SPILLWAY RIP RAP SPILL WAY ELEV: 324.50 FOREBAY 1 INFILTRATION BASIN OBSERVATION WELL, SEE DETAIL rd THIS SHEET INLETS, SEE J 'I SHEET C-121 RIP -RAP WEIR RIP -RAP SPILLWAY � ELEV: 325.50 ELEV: 325.50 PIPE WASH 2"± PER FOOT CHANNEL DEPTH 0.8 PIPE I.D + INVERT SAWED HALF PIP CONCRETE BENCHWALL 4,000 PSI MIN INVERT IN ACROSS MH 0.10'(MIN) TO 2'-6" (MAX) O.S I.D. 1 ��.a. .r•`-'a'.o e.: �. •e :. INVERT OUT STANDARD INVERT SMOOTH DROP INVERT FILLET SECTION A -A 09 Benchwall And Channel For Sanitary Manhole (SA-4) C-503 N.T.S. 2'-6" CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR FINISHED GRADE CLEAR OPENING EQUAL, TOP SURACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES „.. AND VENT HOLES AS REQUIRED (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" BELOW E.G.) * AS REQ'D TO ADJUST CONE TO FINISHED GRADE. EXTENSION(S)*y 8 io 8 4'w �- PRECAST CONCRETE GRADE RINGS 6" (MIN) USE PRECAST UNITS ry /� s�✓����j TO 20" (MAX. ) NO CONCRETE BRICK SHIM COURSES z </ ECCENTRIC CONE SECTION PRECAST CONCRETE SECTIONS 4,000 4./r�'°�,//•,�"'� P.S.I. AT 28 DAYS, AIR- ENTRAINED REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 .e FOR SANITARY MANHOLE, JOINTS BUTYL SEALED INDUSTRY STD. OR A.O.B.E. 0 12" O.C. a LU RISER A SECTION a 5 5'. FOR SANITARY MANHOLE, BOOT TYPE 4'-0" I.D. MIN ;'I:.. FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO rpm Foor MEET ASTM SPEC. NO.C-923 z. y';^, (SHOP DRAWINGS REQ'D) CIRCUMFERENTIAL REINFORCEMENT rb *.; r: 0.12 SQ. IN. PER LIN. FT. MIN. a• .. ''"': '• 4000 PSI CONCRETE BENCHWALL FOR SANITARY MANHOLE AND STORM MANHOLE A.O.B.E. 14 � (SEE DETAIL SA-4) BOTTOMS"� x •�''. SECTION .r�� m ".::of :;'s;; ,:3. y .,s ��.," r.;' SIZE AND LOCATION OF PIPES AS SPECIFIED 00 A� . r- CRUSHED NOMINALSIZESTONEA.O.B.E OR GRADATION ,✓,✓,�,�s>� r, wy - UNDISTURBED SUBGRADE OR ADDITIONAL e ✓%`� �'�✓%/ FOUNDATION STONE A.O.B.E. NOTES: ; 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. os Precast Concrete Manhole - 5 Deep And Over (SA-2) NOTES: 1. FOREBAY TO RECEIVE 12" CLAY LINER, (MINIMUM 50% 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 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED. 4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT. FOREBAY 2 WATER QUALITY NOTES: REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER MANAGEMENT REPORT FOR WATER QUALITY CALCULATIONS. -\ INFILTRATION BASIN -� RRv REQ'D: 12,895 SWALE RRv PROVIDED: 12,895 �1 ALL WQv PROVIDED BY RUNOFF �---- REDUCTION TECHNIQUES STORM ELEVATION VOL. (CF) 1-YR 324.31 4,224 10-YR 324.67 9,505 25-YR 324.85 12,987 100-YR 325.25 21,944 03 Infiltration Basin IB-4 C 503 N.T.S. NOTES: 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS- 7 FOR OTHER V± = LD (W + I.D. ) - I.D. CONCRETE SPECIFICATIONS. 81 WHERE: 2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE V = VOLUME IN CUBIC YARDS SCHEDULE BELOW. VALUES OF LAND D OTHER THAN THOSE SHOWN IN L = LENGTH OF BLOCK IN FEET THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT. D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET 3. CONCRETE NOT TO OVERLAP ANY JOINT REQUIRED. I.D. = INSIDE DIAMETER OF PIPE IN FEET 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING 7, REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING OR INSTALLING ANY OF THE JOINTING HARDWARE. CAPACITY OF 2000 P.S.I. WITH A SAFETY FACTOR OF 1.7 PRESSURE OF FLUID FLOW IS BASED ON A 300'. 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 8. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1 /4) BEND 45° (1 /8) BEND 22-1 /2° (1 /16) BEND 11-1 /4° (1 /32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT_ DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 11 Thrust Block Notes (W-6) C 503 N.T.S. THURST BLOCK GRADE SECTION A -A 9_1:3 111 WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK -TURBED SOIL PLAN (TYP.) NOTES: 1. SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS 2. SEE DETAIL W-6 FOR THURST BLOCK SPECIFICATIONS AND SIZING. to Typical Thrust Blocks (W-5) C 503 N.T.S. erity Verity Engineering, D.P.C. P.O. Box 474 Troy, New York 12181 518.389.7200 verityeng.com GIN E R�! Mut te! ON TO R P R I S E S, INC. EMS°4+T881 Murray Road Middle Grove, NY 12850 518,584.6174 munterenterprises.com V O Z LU UjF- Y >_ 0 z r < W 3 z � r 01- H z 0 C u J a c� W ` < O U1 z H CL o- Ja LU LL O >_1 � H H � V o Q w z z H Hz H a J Ll j OFNEW 0 'tP ,AMES O /� '0 r � n ul m z O 094301 Roic SIOAP 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 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT © 2023 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED. DESIGNED BY: EAS DRAWN BY: EAS CHECKED BY: AJV APPROVED BY: AJV SCALE: AS NOTED DATE: 08/12/2022 > > > > > r cn Z 0 (n cn Z .. U) CDO z o H U) U) Z CD H H > LU H > LU E-I (n (n E-1 (n (n 2: m = 1- I 1 f- W W m cn co U) J H U U-) LU J U J U H z H 0 m N \ r\ m N \ H m N \ m m N \ co N N \ �D LU I- N \ O H N \ 00 O N \ t.0 O O \ U"t O r-i \ f V H Q W 0 V m Q W DETAILS (3) C-503 9 of 9