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HomeMy WebLinkAbout20240348 1 Kaydeross West Site Plan Plans As-ApprovedQ) I CU Q O r O LJ O LJ N -,- L(7 O 0) N O I- O EJ c'J N O LLJ GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, PERMITS, STANDARDS, ORDINANCES, RULES AND REGULATIONS. 2. NOTIFY ENGINEER 48 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW FROM THE ENGINEER. 4. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 5. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. 6. CONTRACTOR IS RESPONSIBLE FOR PROPERLY & SAFELY MAINTAINING AREA BETWEEN ALL ADJOINING PROPERTIES, 7. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. A DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND GOVERNING MUNICIPALITY BEFORE BEGINNING CONSTRUCTION. EXISTING CONDITIONS NOTES: GENERAL NOTES: 1. UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON WERE TAKEN FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS. ALL ABOVE GROUND STRUCTURES AND SURFACE FEATURES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY UNLESS OTHERWISE NOTED. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTION TEST BORINGS, EXCAVATION AND CONSTRUCTION. SURVEY REFERENCE: 1. "l KAYDEROSS AVENUE" PREPARED BY GREENMAN-PEDERSEN, INC. DATED JULY, 13, 2023. MAP REFERENCES: 1. MAP OF SURVEY BY VAN DUSEN & STEVENS LAND SURVEYORS, DATED FEBRUARY 14, 2018, DRAWING NO. 16-034. 2. AS -BUILT RECORDS OF 2018-11 (SARATOGA SPRINGS RT. 9 WATER MAIN) AND 2019-15 (KAYDEROSS AVE. WEST AND NELSON AVE. WATER MAIN REPLACEMENT) USED FOR LAYOUT OF EXISTING WATER MAIN. TAX PARCEL NUMBER: CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK S-B-L: 191.00-2-26 & 49 DEED REFERENCE: 1. THE SOURCE OF TITLE OF THE SUBJECT PROPERTY (AT THE EFFECTIVE DATE OF THE TITLE REPORT REFERENCED HEREON) IS VESTED IN: DAVIS RESTAURANTS, LLC, HAVING ACQUIRED TITLE BY DEED FROM JOHN E. DAVIS AND CAROLYN E. DAVIS, DATED DECEMBER 28, 2020, AND RECORDED JANUARY 15, 2021 IN INSTRUMENT # 2021001788 IN THE OFFICE OF THE CLERK OF SARATOGA COUNTY. ZONING TABLE Source of Information: SARATOGA SPRINGS CITY ZONING DEPARTMENT Name of Contact: JOHN DONNELLY, CODE ENFORCER Address: 474 BROADWAY-SUITE 32, SARATOGA SPRINGS, NY Phone: 518-587-3550 EXT. 2634 Zoning District(s): GC-R Zoning Definition: GATEWAY RURAL COMMERCIAL DISTRICT Lot Dimensions Observed Required Lot Area 2.90 AC. Min. 20,00 sq.ft. Lot Width 288.79' Min.100 ft. Building Setbacks Observed Required Front Yard 69.07 FT. Min. 40 ft. Side Yards 20.16 FT, Min. 20 ft. interior, 40 ft. comer Comer Side Height Observed Required Building Height 20.5 FT. Max. 40 ft. EXISTING CONDITIONS LEGEND: 54' - - PROPERTY LINE BUILDING PAVEMENT BUILDING SETBACKS • SOL BOLLARD Q HYDRANT HYD ce CATCH BASIN PROPERTY MONUMENT 0 CLEANOUT �0 ( LIGHT POLE co SANITARY SEWER MANHOLE COMMUNICATIONS BOX C SIGN (SINGLE POLE) COMMUNICATIONS MANHOLE SEWER MANHOLE OSTORM E ELECTRIC MANHOLE 0 TELE BOX E ❑ ELECTRIC METER El UTILITY BOX © GAS METER ®GV GAS VALVE UTILITY POLE 0 20 40 ❑W WATER METER GUY WIRE (y`\ HANDICAP PARKING ®wV O WATER VALVE SCALE IN FEET "= YARD DRAIN 1 20' P2oZ�o Approved by the Saratoga Springs Planning Board under authority of a resolution 7/,A 17,�� adopted Chairperson:'' - Date: m W y o BENCHMARK TOP SHUT OFF VALVE , _ ON HYDRANT BONNET I CATCH BASIN I ELEV.• 277.82 - / x z71s6 RIM: 2 74. 03 4" HDPE KANAI YAN FANSI WALA \\ \\a IN 2 78.9 7 1 STY. I N INV. 272.OS �1 6� I CHAI LINK F POOL FRAME x 284,48 L.1447,/PG.220 272.29 S INV•271.89 ,k � EN -� CABANq _ WOOD FENCE BUILDING X 280.01 - 1 =2 BA _ -----�284.51 8"4 5 SBL.191.-2-44 1 280- _ _-- 27879 -_ 2791s - \ -_ BOs� °-___'��:2c4 a°'P '''�zry _-_ - ---_272 ---( ------ ` TALL PIPE WITH V y U 274. 1 ?,tj °� �\ 2777-4s 277�`� 7 �7� _� Z1�90<s��s or' E REC' WETLANDiFLAGGING /, x 272,77 + I LAJ 74.96 / -'- - _ L z . SV // 1,99 0l Lo 2>g.0j 27s,76---93 ° '-_.._-__---277------ -'------�/-. - -Y-�_ i - ---- N2 275. °276.02 _ // / / I- �i - - 2�1'----------- -�- ----� °� 61 D --- _ _ - / / l •'' - - I. PIPE „ °lL v L ---- 276- -- i/ // /''� a CATCH BASIN 0.38S N i _ 73,82. IN CMP JOH N� S TREE T� A �J / / E1V f��'2I RIM:269.78IF\ INV.• 270.24 °�� 274ss Al'ER � / ` o /NV.' 267.08 �U \ 4 - & CAROL YN E DA VIS I \ P.O.B. �AT�C? ONE 8c ------ N X 275 z 2,99 / ,' (L` so HDPE \ o l / 273.59 °� X 273.39 ' �`'2� - _ _ L.1371, PG. 755 FDG $° 5p Q ! I l _ L.1388, PG 181 X 270,91 00p <i I v I �' 1 1 / 3gb & F ° S INV.• 266.53 °.; (S 85 01 ' E REC) "SBL: A `' / / Ne N 273----� = S 85 2633_E 332.07'LP44L2g_ ---_------- v0 PARCEL TWO 242.42 REBAR 0.49'W W ~ I I I 1 271.89 1. _ / Q I I vi /� I ----- X 271,47 N Qt � � / 11 I �W �� 27I,50 _ _ ~-'-----_.� 0-^---------------_-" f X270,36 �' //--`----�------------I-----_-�r L+,.I � , � ;� � I x 270,33 x 270,39 - - - - I - z z QN 1 � / V1 �� I I �c,� // NK I x 270.65 /' 268/ X 267.54 x 267.58 x�^t0) x 268,46 / / / o LJ LQ DAOf REST ANTS, LLC _ �' ,� _ ----- �--- - N(to� NIF ' 1 INSTRUMENT NO.2021001778 _-- ,�� ° I 10 i = SBL191-2-26 ---- WA TERUNE I I° o; I .. CL h I m I I 269,74 ? I _ I ' 266 jx 267.78 x 267,29N Ix 269,08 x 269,1i7 x 268.33 x 266,86 -o E PI x 26619 ` 12" CMP INV..• 265.51 VIBE PA VFMEN T U U LU CIL 12 CMP INV.• 263,48 V) O J 12" HDPE a lNV.263.73 - z O Y o 18" CMP `" oa INV.• 262.46 18" CMP INV.• 259.83 Lis s 18" CMP INV.° 257.55 r,t" 1270 --------------------� ' / 36 WHIT �� - X 265,91 I x 265.53 PARCEL_ ONE '/ 26 I I / 40" WHITE PINE -"✓ O -- / ft 1 5 Zbgtia 269.15 26g" x 26Q,87 I i O x 266.66 I 26x 267.60 t\1 2 X 267,67 x 267,74 \ X 267.76 I p I IW CA Pr SIN Nip -- 06 ryb�w \ �F, �\ 66/ I x 266.1 v? 67, S� 26622x �' 2 \ \ 'ODD SW INV. 64.08 a S INV.• 2 [� too _ METAL OOD FENCE - - - - - - \ 3• \ \ \ I I // j o A WNING SHED 1.,4 ^ 267,04 x 267.16 x 67.19 \ x 266,50 �' x 265.53 2611� / I'� BB PTT- 267-- Cu I� \ \ ( c' I \ _ - I / / \ \ l N X 264,78 Q x 264.47 I x 26426 ,m >y) ' � S ED - ci I '-' _ __-� / \ \ 1 S ,AE • �. ,,If � N Cn 66Ai 266,85 ��1 I I \\ -6.6 \ r¢PM G NNE X "\ ( I ru ° L}� 2 \ 267,03 O 6,88 X I �Ju \ A6x r 1,ILDIN K\E yay p 4 PVC 0 X 266,56 U I (L \ \ gU x26 O V\264. 80 II �� / _ 2 X 266.69 X 266,3 X 8`66,38\ 266.67 VINYL TENT 1 \ t� HT• b° \ \ I / / o 20.16' 2 40 � I \ \ W 15.28' oo x?66,70 1 �1' 266,72x - c . DG' - m o __ m I , c 66 tl 6663 ---1 SHED - - - - - - - - - ; 26 60 \\ BI' 12.S 20 aO \\ 5 \ y" ` I ��° ��� a X 20.03' N 14.51 o SMOKER E" x266,63 X 266.42 , \ 6 cu n w Iv 8.50' 10.25'0, 1 ,� cS" \ N 2 / N 2 41 7 COOLER SMOKER SHEDS I FR. � 266.3 SEPTIC 1 �' \ x 26 s9 \ 24" WHO E PINE _ I C rn . �. LA 28.95' 1 \ \_ .p x 2 ,2a 265.3 x 263,69 I / a� 26 ' 2 �D.28' a 26b�,5 SHEDS -I SHEDf rn CLEAONDoUTOC +\ OP S� .� �,�y �/ x 262,93 CU N ��"� � 6 2.8 - UNABLE TO MEASURE DUE 8.33 U! \ ( , x2 �X 266`) I TO SHED ON THE BUILDING 2 STY. OCO 266.60 26 ' 2 4.95 50,,, M N 2.s,81 I I BUILDING x 26614 x � 81, � I �✓ � I �' 6 ti �, I PORTION X 266.21 x 6,11----- - S �, 0 G S o 0 � 26 •0B Cu L4 No. 1 266,33 x 1 265. \ 232/ 51E 30" WHITE PINE I /�� ID 26 N °a� trb�N N oo BLDG HT.; 20.5 �, o� ob 2 ' 266` \ o I (/ �' `� ` i 1 STY. BRICK & FRAME ,{(� b b S \ \tom \ \ li" Q95& / I \ in X M GENERA BUILDING Zb b /� F \ \� / II \ \� \ 65>\ 264.630" WHITE PI ° x 264,12 263,95 I U �` "PJ'S BBCJ" TOP SILL SEPTIC ` x `" \ _ s� / 11CON CONC. CONC. \ / �, rn Z STOOP 266, 54 y0 DOTS bQ I STEPS lip zee 0 ® ALARMtr) zb � 6463 "° /' I I � N a �� �' 's TOP $ILL N 0,12' ,, $s.sa--N1 514 OCO '� bat // 2 // o N / 4 2653 cu 266.49 U ID n 26 4 2 o byy 50.33' �, 19.39' 6. " �8 - - - - - a64.89 I1 -j "4 - --- - b „ 264'43 65,00 SEPTIC x 4,68 26A3 y� �6 x 263.35 / �X 262.42 O /' x 26L87 CONC. 26506 Q RAMS _�-_ J N 6 2 s.2q X 2� 3r / I I g O- 6 XB" 264,64 < 26 9.83 a b ' 263.249 / I STOOP & I ( s'54 26�6s,38 ! // �OLUMN� I VAULT 32 tee/ TO x C ° STEPS 2b�ba - i ? ❑ S TO - NC.3e ❑ o,/fETA NG (TYP) I 4,s I I zs 26s3I T �6�46 GR p STEPS 26 - -�- - - - - - - • - - - - - - / / A ING C \ // 6303 X r "+ �� \ 1 PAR ING S ACES i' 7 _-� �6 (2 H.C. ASSESSABLE) ' X 3as ° `\1 X 262.55 ,M I/ V 1 I6yyyxs9Z \\ I'\ r'x 261.90 I x 261soI \ X 265,37 x� X 263,28 \X 00 k 264,19 O A OdN-A L T r P A R K I R2476 L 0 T X 263,46 I/ I I \ I IX �61.09 _ _ I s�`N `- __ \ - - - o ! 265'33 XI )X 26L81 NrY 0DQ63,12 \ `_` 264--` b3`� x 265,549`q �x 265.97 4 I x X 265,31 N bh. N f,�IPR P f �V� '- -- -- / _ '� °Q 1 X I x1266,19 I 603 // /- ;♦; 260.76 `.�ai //1 I \ fiA OLE X' 62, \263,13PARKIN SPA X 9 X 262.52 q I I I I / / ILL) y i 4 I jC 960.39 I N ^Nfr(9-)jj I I / ��9 �-�.. `\` -263', _ I P x 265.44 I x 265,66 X x I / 1 26L03 X, x z61,8 6i \ \ \7 PARKING SPAL, \ 0 `" -° _ _ _ I I 265,47 b 1f� _ I X x 259.38� 25i)$6 261.63 X 261,�b �6q 60. 59.86 X 262. I I 66 ° � r261.07 2�1.27 /' `- I yi X 265.331 x 465.39 �FENC,- X 262,53 '°�I' II X I I X�l t If / `! x 259.5 260.35I v 2 1.14 � \ X 261,60 ' 0. 2 %1/ M X 6a.eT 1 �6r CU ETAL FEN _ _ _ -- \I 1 I 265,13 L_ - x 259,96 ( / 1 rA CE icy 1 L 1 26 °�.84 � _- X 261,41 8 1° 1 � - - J bp• / / / o / \\ �( I \ / o• 1 , 0 \ FENCE _---------?61 1` hi78 J'1ESERVA �'Z EDGE OF WOOD LINE \ / CITY -10 2�TRj b ' / // 4 \ I s X 26L85 ' } Z9Z -�/ 80'S7 Q4 " w _, S�NE °= FErTNEt DE-MA� RAGS/ ,/ 12 HDPE \\ �\ 8032' REC ,�4-5 260.2 26 E ---- j � .99 I --___--/� .'� /' , ° INV.'255.86 \\ \\ �`(� 59,76 /(iE Lx 258,81 ��' i \ \ T ' ONCE 260 `l C/ I I 2 0,39 261.I7 _ 2 �3 60 W T7'71 DO(JBLE w \\ 59 8 °� " GN -- - 2S� 258,97 ° A 1Y tL/j 7-� _ _ / w U,, �` lLI/' R )'FLED STRJPE >3 259.2 -_� G" x {N 74'W V 261. b O °s �X Sg> , 2l56, 4 -� °I WV ® a (PURL/C 25g29 P�P 2 �� ' 82 L'i0I'�LE °Hv,� ® v --�� 261,62 H/GHWgY}' ss,s6 P`' � �,-' W�� l 18 ' CMP / M °", "U _ W '� W -` s - �j N s ye2� _ _ ` �tiV, l INV.255.6 [�I¢ EDGE OF ASPHq 1� Up '09 _ �Ss9 �`31/, NM 155 BENCHMARK °H °""-_ W W L T 26oa9 / 2 EDGE I 4 7, 90 TOP SHUT OFF VALVE ' °"'-� ° - W -W 259,68 /� \ E OF ASPhAL T g�� 15. 3 OF HYDRANT BONNET ELEV. 263.89 °"°� °"b _ _ °,, �� ° 2s9,00 /�----- g f 257.31~ L��t zs7,s1 UP W o"w NG 1 ON w °Hw_ "w °D>� N °'4SHHAL T 257,40 0 N,°vim_ °"vk.-.,_ o"vr•� o"w-- ON 257.I9 N DAVIS, JOHN EW °"� ' SBL 191. -2-25 `� N `� W c;ivx� oN UP 256.97 W � NG1 W GPIEngineering Design Planning Construction Inspection ;, Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR KAYDEROSS AVE WEST LL 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 F z Cn 00 CN DIM 0 LU V. J >= LUW Z M Cl) Z 0 W w z Cl) (1) Cl) O O �C W W Q 0 F Q a Q oc Q U) ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE. I SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE N REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT EXISTING CONDITIONS PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�i 00 SHEET 1 OF 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. C a CL C O 0 v O N O N a� Cn r1 a� <C O a r� O O Lj O LLLI N = o (-4 ® t- O") ci N 04 -I ISO (-4 N N d' O CU Q / X Lv (D DEMOLITION NOTES: 1. REFER TO REQUIREMENTS OUTLINED IN THE EROSION & SEDIMENT CONTROL PLANS & NOTES PRIOR TO COMMENCEMENT OF WORK. 2. CONFORM TO APPLICABLE CODE AND PERMIT REQUIREMENTS FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING, DISPOSAL AND STORAGE OF DEBRIS. 3. PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES AS REQUIRED. 4. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECT DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. 5. NOTIFY ADJACENT OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY OUTAGE, OR DISRUPTION. COORDINATE WITH OWNER. 6. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. DISCONNECT AND SEAL OR CAP OFF UTILITY SERVICES THAT WILL BE AFFECTED BY THIS PROJECT. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. 7. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 8. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. 9. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 10. MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALK WITHOUT PERMITS. COORDINATE WITH AUTHORITY HAVING JURISDICTION. 11. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. 12. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS, AND PROVIDE POSITIVE DRAINAGE. 13. FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED ON DEMOLITION PLAN TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. 14. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH SELECTIVE BUILDING DEMOLITION OPERATIONS. 15. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. 16. USE WATER MIST, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT USE WATER WHEN IT MAY DAMAGE EXISTING CONSTRUCTION, SUCH AS CAUSING ICING, FLOODING, AND TRANSPORTING POLLUTANTS. 17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION. 18. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE AT A FACILITY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. DO NOT BURN DEMOLISHED MATERIALS ON -SITE. 19. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 20. REMOVAL OF UTILITY POLES AND OVERHEAD WIRES SHALL BE COMPLETED BY NATIONAL GRID. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES. DEMOLITION LEGEND: — — PROPERTY LINE DISTURBANCE LIMITS SAWCUT LIMITS ••I•!•l•!•l•l•l•l•l•!•1•!•l•l•l•l•l•l d EXISTING LINEAR ELEMENT TO BE REMOVED ASPHALT TO BE REMOVED, SUBBASE TO REMAIN ASPHALT TO BE REMOVED TO SUBGRADE EXISTING GRAVEL AREA TO BE REMOVED EXISTING STRUCTURE TO BE REMOVED CLEAR AND GRUB EXISTING VEGETATION ® EXISTING ITEM TO BE REMOVED EXISTING TREE TO BE REMOVED tit; 1 0 20 40 ' ' ' ' ' ' SCALE IN FEET 1 "=20' Pam- -2a a3 8 Approved by the Saratoga Springs Planning Board under authority of a resolution adopted � ` Z Chairperson: Date: LI GH 41 PIPI D LF STbRMWATER BENCHMARK TO BE, REMOVED �' c /STOP SHU! OFF VALGE EXISTING GRAVEL DRIVE TO BE REMOVED �r i f (W HYDRANT BONNL T CA TCH BASI �i i E LEV.' 277. 82 „ RIM.274.03 4 IfJ E N INV•27,.08 S INV• � .:I1.89 IN�r 8.97 LIMITS OF DISTURBANCE EXISTING VEGETATION TO BE REMOVED _ � � =' �_'--o---�.c�---..... U _- = SOUTHERN INV TO BE PLUGGED AND 12 PIPE TO BE REMOVED 8; l v 2 7 �� - (yPAP 19 ETA l S THE e a ° CA T(, r , �� a • )LE TO BE REMOVED ill - _ _-______ 2 �9 • J CO (A a. ` I I y I� WA TERLINE I l ® r i j P r lI I a-' i 12" CMP N I K�I r ,EXISTING BUILDING TO BE REMOVED. COORDINATE DECOMMISSIONING OF EXISTING WATER LINE WITH THE CITY OF DAMS REST ANTS, LLC SARATOGA SPRINGS. EXISTING SHED TO BE REMOVED lNS TRUMEN T NO.2O210!} 1778 SBL.191. -2-26 - - - _ +• TREES TO BE REMOVED -'` - EXISTING TRAILER PAD AND • b .�E RAMP TO BE REMOVED e� \ 12" HDPE STORM WATER, J l c PIPE TO BE REMOVED { rZ `\ �r �� - • ""--mom h `0 .c \ \ 40 REMOVE CONCRETE 267--' ;CURBING (TYP) �1 SPH ALT TO BE \ RE�4OVED TO SUBGRADE \ I �t.L � i' \ \ VINYL TENT / V.\26 � . � 0,61 25 LF STORMWATER ❑ �� `' �� PIPE TO BE REMOVED I SEPTIC �� ' \ L CLEANOU ` 4" WE PINE O CO {}P • (� - ,`` O CO 12" CMP I r. ,' v_ �. h r f j cr v7 INV' 263. 118 l -- �_ `L6 S RM HATER �. 2 2s6A IE sa" w r1:, PINE ; PIP BE REMQVJ rL �" e SIGNS TO BE REMOVED �� & / fi OP / 263.;73 30' WHITE PI / ♦' SEPTIC • a %) OUTS O CK ALARM 78" CMP ♦ - INV-262.4f- •-7= � __.ram" SEPTIC ' VAULT 18" CMP INV• 259.83 I� 18" CA4P INV.25i SIGNS TO BE REMOVED, SALVAGED AND RELOCATED I I ri TREES TO 1� AR I ^ AC �'' Y , BE REMOVED, i '2 H A BL ,9 \J \ EXf8TING GRAVEL - _- q.W_- - -_ I AREA TO BE REMOVEDkv _ P KIN SP a . PA IN PA r` y 1 'N` f _._ 1 b L EDGE OF WOOD 1-.I � 12" HDPE I a INV• 25 v f r� OOUq, yE 'O NCE i" r W 4 _ SS a 8 CARP _ `. f - t V 255.NO 155 E -� EL7G� ©f q SP L -,r Lr BENCHMARK TOP SHUT OFF VAL f °�- �„�-- -- f --- \ f SAWCUT (TYP) „__ ,�+....' Of OF HYDRANT BON E' EL.EV• 263.894 - u •�•• , METAL FENCE TO BE REMOVED UP METAL FENCE TO BE REMOVED UTILITY POLE AND WIRES TO ' -� EQGE OF SpygL`1 '-T ASPHALT TO BE REMOVED TO SUBGRADE REMOVED BY NATIONAL GRID SIGN TO BE REMOVED REMOVE MAILBOXES AND PROVIDE TEMPORARY SAWCUT EXISTING ASPHAL ASPHALT TO BE REMOVED, SUBBASE TO REMAIN ACCOMMODATIONS DURING CONSTRUCTION TO AND REMOVE AS REQUIRED TO AVOID DISRUPTION IN SERVICE INSTALL NEW CULVERT PIPE EXISTING VEGETATION TO BE REMOVED Engineering Design Planning AConstruction Inspection 518.4539431 .. Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 z W � 00 CV a 0 w� J W W Z a M �; w z t� a W wz > _ Q Cn Cn (. Cn U) (j) 0 0Q w w0 Q Q Q r REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT DEMOLITION PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 CIII. OF SHEET 2 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. 0) 0 as f) N O U O 0 0 N 0 U a� —7) I..L— cv Q Cn (11 >11 0 ~ 0 W N = In o � 4 J 0 N N N L_ O (U < W CO SITE LAYOUT NOTES: 1. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 2. NOTIFY ENGINEER 48 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW FROM THE ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. A DETAILED MAINTENANCE AND PROTECTION OF TRAFFIC PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE TOWN OF HALFMOON BEFORE BEGINNING CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR PROPERLY & SAFELY MAINTAINING AREA BETWEEN ALL ADJOINING PROPERTIES. 6. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. 7. ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY TRENCHING OR EXCAVATION OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN CONTRACT DOCUMENTS OR AS ORDERED BY ENGINEER (AOBE). MAILBOXES, SIGN POSTS, ETC SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO SAW CUT LINE, SAW CUT IN STRAIGHT LINE TO POINT NEEDED TO BLEND GRADE, REMOVE LAWN AND REPLACE TO MINIMUM LIMIT OF EXCAVATION. 8. ALL WORK WITHIN THE U.S. ROUTE 9 R.O.W. MUST BE BUILT TO THE HIGHWAY WORK PERMIT AND NYSDOT SPECIFICATIONS. 9. CONTRACTOR MUST ADHERE TO WZTC REQUIREMENTS FOR ALL WORK WITHIN ROUTE 9 ROW, SEE SHEET C-500. PAVING: 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL SO PREPARED FOR PAVING SHALL BE PAVED WITHIN THREE DAYS OF PREPARATION. 2. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE REFERENCED SECTION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2016, INCLUDING ALL REVISIONS AND ADDENDUMS. CONSTRUCTION SHALL BE AS FURTHER SET FORTH IN THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 3. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE BY HAND. 4. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S WORK. 5. TACK COAT WHEN SPECIFIED OR CALLED OUT ON THE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATION SHALL CONFORM WITH THE FOLLOWING: A. TACK COAT SHALL MEET THE MATERIAL REQUIREMENTS OF 702-90 ASPHALT EMULSION FOR TACK COAT OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2016, SHALL BE APPLIED IN ACCORDANCE NTH SECTION 407 - TACK COAT SHALL BE IN ACCORDANCE WITH THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. B. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS OR HAND BROOM. C. APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES AND SURFACES OF CURBS BELOW PAVEMENT LEVEL, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. D. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. 6. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL OR STONE MATERIALS TO THE SATISFACTION OF THE ENGINEER. LAYOUT: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED -UP AS BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE REVIEWED BY THE OWNER/ARCHITECT AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OF THE OWNER/ARCHITECT AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. SITE PLAN LEGEND: PROPOSED LIMITS OF DISTURBANCE PROPOSED/EXISTING BUILDINGS ROAD CENTERLINE >e x CHAIN LINK FENCE — — - STORMWATER MANAGEMENT AREA - - - - - - - - - - - BUILDING SETBACK PROPOSED ASPHALT PAVEMENT ° d d PROPOSED CONCRETE SIDEWALK PROPOSED GRAVEL/RIPRAP OPARKING COUNT # I SIGN DESIGNATION 0 20 40 SCALE IN FEET 1 "= 20' P � 2o2 o 3 Approved by the Saratoga Springs Planning Board under authority of a resolution adopted 5 Z Chairperson: Date: //1""" 2 CONCRETE CURB - C- 500 i` I( 2,5 NGLE POST C-501 SIGN MOUNTING $TOP BAR - �Cj�01) (TYP) I 3 DIRECTIONAL - C-501 ARROWS (TYP) TACTILE WARNING - STRIP (TYP) I; EXISTING MEMORIAL TO REMAIN ° d d d _ _ m 91 1Y .+ d (5) BANKED BFNCHIIrtAPk CONCRETE SIDEWALK MASS BLOCK RETAINING WALL 3 TOP SHUT OFF VALVE" � OfV HYDRANT BONNE— C-500 02 INV- 278. ` - LIMITS OF DISTURBANCE ADA RAMP WITH FLARED SIDES (TYP) r8 �--4 C-502 -- _.- PAVEMENT STRIPING AND ACCESSIBLE PARKING (TYP) C-501 _1111111111111111111I MIN _.- ASPHALT PAVEMENT (TYP) 3 - �..� .... �8' C-500 co I PN I I i I STORM WATER I 2 MANAGEMENT C-503 AREA SIGN STORM WATER MANAGEMENT AREA MUNNUMUMM �-mm - 92 PARKING SPACES 12' WIDE ,r 33'8 3'-4" ° I ! . ° - - 4 P 1' WIDE WING CURB GRAVEL ONCRETE FIL4ED STEEL BOLLARD �a I, �� ► -"' �� YP-6COUNT) OI'TDOOR SERVICE & >� LOADING COURT. E SEE ARCHITECTURE PLANS. 24'-7" MASS BLOCK RETAINING WALL 'OOD GUIDE RAIL WIDE WING CURB El 21'-5„ EXISTING RESTAURANT 123' 10'--1 I».. �c 1 VEGETATED - - - - - - - - - MAINTENANCE-- - - - - - ACCESS DRIVE 24' I CO � I co 1prr• d J° o I N ; O {1 I r._ A d° d d _ ° d I S N 7 DUMPSTER E CLOSURE AREA C-501 � 24'---,►-� I R�SEPTIC SYSTEM, LEACH FIELD r ALARM f SETBACK LINE a / c -e.- 24 R2' ° d \ I MOUN ABLE CURB ° S 1 ! (TYP) s ij CONCRE 'IE SIDEWALK �° �� _ \ rv<= 6" DEPTH IN DRIVEWAY 00 I \ 9(TYP) / , v 1 / f I 24 ' ' SINGLE POST C-501 SIGN MOUNTING _ ` f 3 =� ASPHALT f- C-500 PAVEMENT (TYP) I TAC LE WARNING ° 4. � EDGE OF WOOD D4 , Q -�� / / l tTRIP TYP) , - _- � 4� j4 , ,',� \ C-500 �- __-.__ S ti RELOCATED STOP BAR C-501 I PROPERTY LINE (TYP)°o�Lk©wwV rRr� CMP "� a�, _ _ — _ ��� O v r _ r� q / TOPSOIL, R SEED TAND MULCH I TYP �_ . ®, "v_n ��` ' "`�� i lac. /j I NA/ 155 ' -- ,� �©GE ©F �`�`�' d; OENCHMARK Iy OP SHUT OFF VAL oF HYDRANT BONN 2, 5 -� ,,. g Z CLEV•263.89 SINGLE POST SIGN MOUNTING ""'�-- (TYP) eflcE I PAVEMENT TRANSITION TYP rvG l --_. >� 'u� °"""'-. OF F'°`IACT `'---- RESET EXISTING NEIGHBOR MAILBOXES — — UP U, 'Iq �D it I � —� � • �,�'r fir,, f / /, i Q/ ---- — g ILI" s! IGPIEngineering Design Planning Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 F Z (� w (� U) 00 CN 0. w0 r J w w Z D Cl) Z 0w w > Z w < 2 Cn co a U) U) W 0 0 Q w w (D w w 0 a a oc r Cl) of Nam,\ I'Lu EXC5L970�I \ 0 093733 �p ROFFES IONP 26 ORES = 0 3 131 120 ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE IN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT SITE LAYOUT GPI PROJECT/CONTRACT NO.: ALB-2300120.00 CIIIIII�l SHEET 3 OF 17 Uvi,Umiow iry HINT VVHT, UrvLcaa UNUtK I Y1t L)1KtU 1 IUN OF A HKUrt551UNAL tNIjINtEK, IS A VIULAI ION OF I HE NEW PORK S I ATE EDUCATION LAW. Eft cn to 0 <v >, 0 y O F- O w O = O N O NO 1') 0 N N _f N7 Q N N d 0 0- �,. X '4 tiD GRADING NOTES: 1. PRIOR TO SITE DISTURBANCE, CONTRACTOR TO INSTALL EROSION & SEDIMENT CONTROL MEASURES. 2. REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR CONSTRUCTION. 3. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STORED, SCREENED AND THEN REUSED IN LAWN AND PLANTING AREAS ONLY. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE TO REMAIN GREEN. 4. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. ORNAMENTAL TREES, SHRUBS AND HEDGES WHICH MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED IN AND RE -PLANTED IN AS GOOD OF CONDITION AS THEY WERE PRIOR TO THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. ALL EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENT OR PROPERTY LINE. 6. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH BASIN FRAMES AND GRADES, MANHOLE COVERS) WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINISH GRADE FLUSH. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S CONSTRUCTION THAT ARE OUTSIDE OF THE PRIMARY WORK AREA SHALL BE RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 7. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. BACKFILL EXCAVATION AS PROMPTLY AS WORK PERMITS, BUT NOT WITHOUT ACCEPTANCE BY ENGINEER OF CONSTRUCTION BELOW FINISH GRADE. 8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND DELETERIOUS MATERIAL. COMPACT ALL TRENCH BACKFILL TO 95% STANDARD PROCTOR. 9. GRAVEL AND SUB -BASE SHALL BE LAID IN 6" LIFTS AND SHALL CONFORM TO THE TYPICAL SECTION FOR PAVEMENT. ALL HOLES AND DEPRESSIONS SHALL BE FILLED WITH GRAVEL AND RE -ROLLED. ABBREVIATIONS: TF TOP OF FRAME HP HIGH POINT LP LOW POINT TC TOP OF CURB BC BOTTOM OF CURB INV INVERT ME MATCH EXISTING TW TOP OF RETAINING WALL BW BOTTOM OF RETAINING WALL FFE FINISHED FLOOR ELEVATION GRADING PLAN LEGEND: DISTURBANCE LIMITS EXISTING 1 FT CONTOURS EXISTING 5 FT CONTOURS 309 PROPOSED 1 FT CONTOURS PROPOSED 5 FT CONTOURS 310 313.44 PROPOSED SPOT ELEVATION SWALE LINE STONE LINING APRON REPLACED CB CONNECTION TO BE COORDINATED WITH RIM 274,03 U 1 Ce_TQF SARATOGA SPRINGS (12") N INV=272:08 I LL �x`TOP Sgv"T OFF IVALVE C-501 (NEW 15") S INV=271.29 M275t?2ti BONA T � COL '8�2 4" HDPE 275.29+/- TC275.56 ._jLV 278.97 EX CB MATCH E IST'G GRADE _ I 0275.06 C274.71 RIM 269.78 /BC275.65-� " _ TW277.50 TW277.50 I --- - .� __--- BW275.50 J BW275.50 N INV 267.08 __ 28 _ W. INV 267.38 �___ _a 6' CURI,, TRANSITION - _ w' -i7 -- 'fldlfi7�.8�= �� ~� o� _ NEW E INV 53 _ 266. TC275.64 _ C274.6. 8 �r`P -� S T M H 1 BC275.14 ._---�`__ .+ _ 39 8 74. TC274.08 R_IM 269.40 273.98 < 274.23 ��. 9C273.58 _ - -NI- INV 266.48 274.11+/- 274.30 273.65 _ S INV 265.38 MATCH E -ISVG GRADE 21A „ �'~'- - E OUT INV 265.36 rn 93 LF_ 12 275 _ 2� CB-7 k�C/BC273.00 TCJ HDPE 01.0% TC274.31CB-4 �'. - RIM 269.25 6' CUR ANSITN BC273.81 , „ - THRU INV 264.85 + 273.62 RIM 273.$2TC274.02C273,12 3 LF 15 HDPE ®fl.5% k,_ 274 W INV 269 BC272.62 jJ 3' WIDE X 6„ BC273 52 ,r S INV 269.88 PRETREATMENT z 272.84+ °_a sr sr BC273618 SE INV OUT 269.03 TC 272.8 , STRUCTURE DEEP SWALE ° ° . ° 273 72.39 � :.. RIM 270.00 MATCH EXIST'G GRADE a� ° ° ° °�° °_ a_ sr = TC272.88 � V1, V 265.35 6 CURB - -- TC273.32 sr _ s - -- u,V " BC272.38 E I 65 56 LF 12 _ r r i I TRANSITION 273.61 _ _____- ° - BC273.82 TC 272.72 HDPE PIPE CAD 3 0 TC273.87 i h ° 273,68 ` ` - - - _ _ 2�3 BC 272.22 N 0% - f CB- 273.61 - °- 0 272.8fi` - - - _ 42 LF 15" HDPE BC273.37 ,1 RIM 273.09 273,56 274.49 273.68 _..` a 6 CURB TRANSITION 273.58 4 _ PIPE 0.50% / ° TC BC273.5 ,' 1 ; �� INTC273.59 ° TC 273,48 2��3'" INV_265.09 0 i r �, .v, x BC 272.9$ - w BC273.09 s� TC272.50 N -CAPPED LEANOUT err; ca i 27168 155 LF 8" 11 LF 12" BC272.00 N RIM 265. 0 1 INV 262, 273.58 FFE 273.615 PV_._�_1_fl7 w HDPE ® 2.3% a �`t T 74,0C TC274 00 RIM 72,1 272.62� --' 26 BIORETENITION PRACTICE w IW273,01 2 BC273.5t INV 269.44 ti _ a.... BOTTOM ELEVATION=265.00 0 273.01273,58 d I I, s , 1 273.52 TC273.48 Z61- 24" LD-1 ' , �� 273.68 ° BC272.98 1'` ST 66 LF 6" PHDPE J RIM 268.50 ; - I __._._. T 269.90 I UNDERDRAIN INV 266.44 I 65 LF 8" B-10 B 269.40 266 ! � 2�3 HDPE 0 1.0% 272.00 RIM 270.60_ �o, 265 rt ! I t ` E INV 268.7 ry F- ' 2�1 271.84 S INV265.9 TC/BC 3 I i 73.2fi 27fl.00 23 LF 12 HDPE 270 �... 273 TC272.00 �Z » �1 p PIPE 0 0.50% ° a � liD.__ -� P M '� Ii BC271.50 2 7 LF 8 TW272.50 �1 N UD- 226 LF 15 HDPE STORM T PIPE WITH WATERTIGHT l� a I • sr E 0 1.0% 70.00 6 CURB ° ST TRANSITION ! COUPLINGS C� 4.00% - 270.08 G 269 = 269 265 271 e N 266 1 ° .... _ _ ° 269 Y sr 2�0 _ _ ___ v� ,; T 69.4 t HP 269.50 26s �-�'L L - 2 0 P 89 2 ,9.00B HP 266.50 ° 69.40 a T 2?1 118 LF 8" W(W ST) ,OO 2 °° =p TC269.50 B 268.90 °► 12" STANDPIPE OUTLET I "' < I HDPE ®Om % s9 BC269.fl0 B 26 .1 2 B 268. 7__ -R . W(E ST) 7 50 271:25" - 2ss- RIM 265.50 B i0�*"" W269,00 6g (6) W INV 262.50 ! 7_ / -'IE 4', RETAINUNG LL�' / (15) E INV 262.50 % DW--1 (8' DIA_ DRY WELI~) .-- 00 UN,DERDRA N IN 0 LD-2 W/SSi 47�LF 8' ' . B-6 10 LF 15» RIM 266.20 W273.50 4 HDPE MIN. 0.5% SLOPE HDPE 0 0.5� RIM 268.25 ` C-503 (12) E :INV=263.99+/- » LD-2 _ 0' - HDPE ®1.00% ` °� THRU INV 265.49 ° -- ----_26�7 ---� RIM 269.5fl f . 19 LF 12 HDPE CB 8 ! ❑ INV THRU 265.85 TIE 4 RETAINING PIPE ® 0.5% I i I WALL UNDERDRAIN RIM 266.36 < ?, ' 269 CB-5 W INV 262.401 INTO CB-6 ° RIM 268.64 W/SOLID 4" HDPE N/S INV 262.00 F- TC266.98 8"INV W 265.62 I cn , 23 LF MIN. 0.5% °-- BC266.48 4" INV NW 266.E I SLOPE TC266.66 I ! 12" INV E 265.59 I CB-1_ _ _.. BC266.1 RIM 265.50�- I _ TC266.90 1 o °5„ i _ 6 BC266.40 I 265.50 26 ! N INV=262.25 , -< � TC266.54 •, 15") ` INV=262.25 TC2 ,5. 1' TC266.24 ° 2s6 a�, BC266.04 BC284. 1 I FFE 266.50 BC265.74 : ° - ,' ! o z 265.07 (ME) -7 6' CURB" I l ° TC/BC266.00 ,' I w 1fBC 265.18 (ME) TRANSITI{0 I 266.47 a _ TCjBC ° a 65.30 r' ! a - - - 265.50 ° 2 ' CURV TRANSITION 264.74 -- - - 6 CURB TRANSITION cn w TC265.44 264.60�- - ! ❑ ❑ ❑ a 2619 ! o I 264.68 BC264.94 ;_ 264.79 I� _ �1 265.00 265.00 ❑ ❑ 265 264 ! TC264.75 + v .I���e - -- - - -- -- - -- - -- -- 263 I '� 4 ° \ 264.88 264.56 ! w BC 64.25 (ME) - TC/BC % ! J I 00 s TC264.32 o- - 265.03 - \ 6' CURB T ANSITI ! cncv TRANSITIO 264 TC265.26 �� BC264.60 ?s� 264.294.25 �\ 264.64 a 264.64 BC264.76 264.20 \ \ I 263.10 (ME) \ I TC/BC263.39 TC263.89 \ Lei 6' CURB TRANSITION , 2ss BC263.39 it TC263.89 BC263.39 TC264.02 BC263.52 ; TC/BC263.51 263.59 TC/BC263.48 I TC263.92 BC263.42 84 LF 15" HDPE STORM PIPE WITH WATERTIGHT°COUPLINGS 0 5.30% CB-2 RIM 261.10 i (15") INV=257.80 (18") INV=257.55 260.35(ME) 260.40(ME) 0 20 40 SCALE IN FEET 1 "=20' - 20 ,q e7 3 +i Approved by the Sara ga Springs Planning B and under authority of a resolution adopted Z Chairperson: Date: /° 11-000'12-5 263261.93 r �0 262.00 ... TC B C 26 2.50 ' , -- ._ ..._ w I I 263.17 6' CURB TRANSITION _. GRASSED SWALE / 9 , r TC263.26\ BC262.76 TC263.78 BC262.28 2s2 261 259 4 , GRASSED SWALE 1 EDGE � _ .�..� OD LINE � s 261 \ + 261 i \ r , `V1 �,r��,,--_-•-�.�. - ``°' -` = .`g "'-` _ _ _ INV 259.00 260 1 _ 26.. � C �- 259;61 2 �- aouR« TC261.43 f' wv � '' � -.�._ .: _-_.., a-_.,..._.._� �_ _.-. 6' 8 TR AiN SI TI 259.7� TC261.23 _ i n. ?I [.MP ti. �Y � �''� BC26fl.7� - INV (ME) � = � '-,�25a z5i ..�__ TC259.75 - - 2s7.;_ - l \BENCHMARK 50 LF 12" CONCRETE - TOP SHUT OFF VAL i/E PIPE @ 0.50% $C259.25 (ME) - �--•-__E 257.,' , OF HYDRANT BONNET _,- �U , '``---�.._-.__ __ IN V�257.62 f; ELE!l.-263.89 6`-CURB TRANSITION , 1 INV L56.75 259.20 (ME) �---- _ 20 LF 12", CONCRETE �. PIPE @ 1.9~ -- _ INV 258.01 GP11Engineering Design Planning Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 F z (10 w W Cn 00 a 0 uw r IIIIIIIIIJ w Ill Z > D w z t� o w > zw cn cn Q. Cn C 0 0a 0 w w0 0 O F Q Q Q r- r Cf) REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT GRADING & DRAINAGE PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�l 03 rET 4 OF 17 THE AI TFRATION OF THIS DOCUMFNT IN ANY WAY. UNLESS UNDER THE DiRFCTION OF A PROFFSSIONAI FNGINFFR- IS A \/InI ATION OF THE NEW YORK STATE EDUCATION I.AW 0) O CL i..J I U O O N O CV Q i (n to n N Q 0 �L Li W a O � O LL.I N S Ln 0 O O In tfj r-0 N N a © (U Q <� D W (�j UTILITY NOTES: d APPROXIMATE LOCATION OF 6" GASLINE MAIN. LOCATION 1. ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION TO BE FIELD VERIFIED j AND ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR ACTUAL LOCATION AND INVERTS IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. EXPLORATORY EXCAVATIONS SHALL BE PERFORMED BY THE CONTRACTOR AT ALL UTILITY CONNECTION LOCATIONS AND AS NEEDED TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. 3. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERING FROM THOSE SHOWN HEREON, SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION i� IS TO PROCEED. 1i 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING a CONSTRUCTION ON ANY UTILITY CONNECTIONS/EXTENSIONS. CONDUIT CONNECTION FROM POLE z TO BUILDING FOR ELECTRICAL AND 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED TELECOMMUNICATION SERVICES, CONDITIONS. Q DCAlr-09AAO! 2" COMMUNICATION CONDUIT. !" SEE ARCHITECTURAL PLANS I ELECTRICAL SERVICE. 1 , _ SEE ARCHITECTURAL PLANS 28 - , --� UE 274 UE UE T a ST 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE FOR THE ,� _° '�°T DURATION OF T E to -° H WORK. - PROPOSED UTILITY POLES'' = d 7. CONTRACTOR TO VERIFY STATUS OF ALL UTILITY SERVICES PRIOR TO AND TRANSFORMER ° INTERRUPTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING UTILITY TRENCHES AND �'; *� P 7 EXCAVATIONS AND FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE WORK. Y + 70 LF 1 " COPPER WATER A 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE I SERVICE (MIN. 5' BURY DEPTH) , DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE ff INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION. SHEET 3 i Ian PILING SHALL BE DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. v 10. ALL PROPOSED UTILITIES SHALL TERMINATE 5 FEET FROM ANY PROPOSED � CONNECT NEW 1" WATERLINES / YF BUILDING FACE. CONTRACTOR TO COORDINATE WITH BUILDING PLANS FOR ANY TO EXISTING CURB STOP. WORK, CONNECTIONS. C-505 TO BE COORDINATED WITH THE CITY OF SARATOGA SPRINGS. - 11. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, SEWERS SHALL I! a I ! G BE LAID AT LEAST 10 (TEN) FEET HORIZONTALLY FROM ANY EXISTING OR °< N G PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO CONNECT TO EXISTING 6" GAS LINE. 271 '' A PRECAST CONCRETE BASIN j C-502 7 I r" s GRASSED SWALE PIPE TRENCHING C-500 C-503 (TYP) e LIGHT POLE I BASE (TYP) �10 -- 275 If ____ 273 i s r .. -74 ST E` 273 / y ,f CONDUIT CONNECTION ` K - FROM GENERATOR CN PAD TO BUILDING €f OF sT ..- N 'f ! 3 CONCRETE N GENERATOR PAD C-504 `y _. __2 2268 1 sus ti FLARED END SECTION AND 5 STONE LINED APRON (TYP) -- l 2 261 _ 266 710 __` `�' 265 f 0;i PROVIDE 18 (EIGHTEEN) INCHES BETWEEN TOP OF SEWER AND BOTTOM OF THE LOCATION TO BE FIELD VERIFIED - G WATER MAIN AT UTILITY CROSSINGS. WHEN NOT POSSIBLE TO OBTAIN THE GAS LINE ;;�': Nis,! 270 273 1ti ry1N �, I PROPER VERTICAL SEPARATION, SEWER PIPE SHALL BE PRESSURE RATED AND r a:! ti G 6 DRAINAGE - Q -T N UD TESTED @ 150 PSI, 10 TEN FEET ON EACH SIDE OF THE WATER MAIN BEING ; i r sT (TEN) 5 i - ST C-502 MANHOLE 26 CROSSED. SANITARY CLEANOUT r G e © ST -a N /r 265 - >; - C-511 I rI \ .0 271 12. ALL STORM SEWER SHALL BE SMOOTH INTERIOR HDPE UNLESS OTHERWISE 269 266 s e t to I ST SPECIFIED. ,., 2ss SI270 - G ° - a. 13. ALL GRAVITY SANITARY S - -° SA ° - - - - 1, 2fl0 GALLON T EWER SHALL BE SDR 26 PVC UNLESS OTHERWISE 6 - ° a �- � � - = a a �' ° °� - = a . - A-aQ a - - - SEPTIC TANK � �s SPECIFIED. I( _ 24" LAWN DRAIN -- INV IN.=262.91 C 510 In C-503 _ 269 A INV OUT=261.82 a 14. ALL PRESSURE SANITARY SEWER SHALL BE DR11 HDPE UNLESS OTHERWISE '- - ~2, � } 204 LF 0 1.0% S S -- A rr )r SPECIFIED. '+ LJ' �_ 4„ SDR-26 PVC i 68_ N f ) 42 LF @ 9.6% 2 - 4 SDR-26 PVC 15. ONCE INSTALLED, THE PRESSURE SANITARY SEWER PIPE SHALL BE PRESSURE ! ly j DOSING CHAMBER TESTED. THE TEST SHALL BE A 90 PSI HYDROSTATIC TEST WITH NO DROP ro ` TF=267.50 OVER A PERIOD OF 2 HOURS. SMH-1 ; - ° w 2 TF=267.81 ---1 - - - - - - - - - �I `, °° l C-510 INV IN=261.76 INV IN=264.05 ° ❑ `� G 6 LF 1.0% 4 AINV OUT=261.76 16. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE C-511 INV OUT=263.95 I - SDR-26 PVC I 125 TOWN PURE WATERS DEPARTMENT (518) 783-2766 AND THE ENGINEER SO THE := SEPTIC ° 261 i` I I ! 1.5" HOPE DR11 TEST CAN BE WITNESSED. CLEANours - -- - - r' oco o 17. ELECTRIC AND GAS SERVICE CONNECTIONS SHOWN ARE SUBJECT TO FINAL w `� _- �� y , co _ --' `� I 4 APPROVAL BY NATIONAL GRID. ` - j ' �'f I DISTRIBUTION BOX TABLE OF MAINTENANCE JURISDICTION -1 KAYDEROSS AVE PART JURISTICTIONAL AUTHORITY FOR DESCRIPTION I GENERAL FEATURES TO BE MAINTAINED NO. AGENCY MAINTENANCE ROADWAY PAVEMENT, SIGNAGE, STRIPING, HIGHWAY LAW -SECS. 1 US Route 9 NYSDOT LANDSCAPING, AND SNOW & ICE CONTROL 349 C UTILITIES OVERHEAD UTILITY LINES, UTILITY POLES AND UTILITY 2 NATIONAL GRID UTILITY AGREEMENT ELECTRIC LINES EQUIPMENT PHONE/FIBER VERIZON/AT&T/TI 3 PHONE/FIBER LINES AND UTILITY EQUIPMENT UTILITY AGREEMENT LINES ME WARNER UNDERGROUND 4 GAS LINES AND EQUIPMENT NATIONAL GRID UTILITY AGREEMENT GAS LINES 5 UNDERGROUND SEWER/WATER LINES AND EQUIPMENT SARATOGA HIGHWAY LAW -SECS. SEWER/WATER SPRINGS 349-C STORM/SEWER LINES AND EQUIPMENT - UNDERGROUND PROPERTY HIGHWAY LAW -SECS. 6 FROM NORTHERN EXISTING DRAINAGE STORM OWNER 349 C STRUCTURE TO KAYDEROSS AVE WEST. UTILITY LEGEND: - - PROPERTY LINE ST STORM PIPE UD UNDER DRAIN SA SANITARY SEWER LINE W WATER LINE G GAS MAIN UE UNDERGROUND ELECTRIC # PROPOSED LIGHT POST G _ - o W - y �•° `r '�,/ �r f' , ,, j� S� ° 266 I } � ✓ ,}�' �s - 3S ---MSS o ° ° ; e I a F, i _ s ABSORPTION BED % f 2,4 MINIMUM 18" VERTICAL SEPARATION OF WATER C-505 AND STORM CROSSING. 1 it a i ° z d - _j I bj. ❑ ❑ ❑ �.� ❑El a 265 J f� 264 ' �� -- - -- -- - -- - -- -- J 263 S SA r � -J{ r I 4 PVC CAP 1.0% MIN 26 r I DUPLEX PUMP ti-_ CONNECT NEW 1.5" HDPE / ` C-510 STATION f DR 11 PIPE TO EXISTING DISTRIBUTION BOXES ° I f r t 262 If r > � rr jrl i ��i `,-_' 26Sz / } _ .259 �L s' 261 �� % 264 / •' / /� EDGE OF WOOD LINE o rye_ � - I 0 259�- f{ wv - V258 N V• 255.E ( `' ` E(GL _ - r -� `.--) --�- 257 ' NM 155 aw h" �, OF ASPyq� T �.__ ' - 258 -: _ 25 /i BENCHMARK _ �. , '` TOP SHUT OFF VALVE ^`- � , �'`� _� � 1 _ _ �� �' _ � 2S7 OF HYDRANT BONNET ®„H,; _ _�� _ ;' _,e `,_ `� >r ELEV• 263.89_. OF W -� oM, ., aH- .,„ SPfy �L T UP NG 1 GPIEngineering Design Planning Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 Z W W W 2 Cn 00 IL 0 W� J > W Ill Z M W Z t� o W W > Z _ w a w Cn Cn IL U) C 0 0a w w 0 W W 0 Q Q t r IISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE I INSUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NY DOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT UTILITY PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�l 04 SHEET c OF 17 FHE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. C) 3 _0 n ♦a 0 WU C 0 J O 10, n ..ml O F_ O N W = O to O o tO 0 o N N LrM _I N N O a-� 0i <C X 'S W co GENERAL LANDSCAPING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY COORDINATE CONSTRUCTION ACTIVITIES WITH THAT OF THE EARTHWORK CONTRACTOR AND OTHER SITE DEVELOPMENT. 2. THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL FINISH GRADES WITHIN THE WORK AREA AND REPORT TO THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK. 3. THE EXACT LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND UNDERGROUND UTILITIES, WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND IS RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. 4. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND ALL DEBRIS AT ALL TIMES AND SHALL ARRANGE MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE OPERATION OF THE PROJECT. ALL UNUSED MATERIALS, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. 5. NO TREES OR SHRUBS SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. 6. QUALITY ASSURANCE: A. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO THE LATEST EDITION OF "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. B. SIZE AND GRADING: PLANT SIZES AND GRADING SHALL CONFORM TO THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" AS SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC (AAN), UNLESS OTHERWISE SPECIFIED. C. NURSERY SOURCE: OBTAIN FRESHLY DUG, HEALTHY, VIGOROUS PLANTS NURSERY GROWN UNDER CLIMACTIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF 2 YEARS. PLANTS SHALL HAVE BEEN LINED OUT IN ROWS, ANNUALLY CULTIVATED, SPRAYED, PRUNED AND FERTILIZED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE. ALL PLANTS SHALL HAVE BEEN TRANSPLANTED OR ROOT PRUNED AT LEAST ONCE IN THE PAST 3 YEARS. BALLED AND BURLAPPED PLANTS MUST COME FROM SOIL WHICH WILL HOLD A FIRM ROOT BALL. HEELED IN PLANTS AND PLANTS FROM COLD STORAGE ARE NOT ACCEPTABLE. D. SUBSTITUTIONS: DO NOT MAKE SUBSTITUTIONS OF TREES AND/OR SHRUB MATERIALS. IF REQUIRED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON —AVAILABILITY AND PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHEN AUTHORIZED, ADJUSTMENTS OF CONTRACT AMOUNT (IF ANY) WILL BE MADE BY CHANGE ORDER. 7. SEEDING & PLANTING SEASONS AND TIMING CONDITIONS: A. UNLESS OTHERWISE DIRECTED IN WRITING, SEED LAWNS FROM MARCH 15 TO JUNE 15, AND FROM AUGUST 15 TO OCTOBER 15. B. UNLESS OTHERWISE DIRECTED IN WRITING, PLANT TREES AND SHRUBS FROM MARCH 15 TO JUNE 1, AND FROM AUGUST 15 TO OCTOBER 30. C. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE LAWNS OR PLANTINGS ARE TO BE ESTABLISHED AND WORK IS COMPLETE, SHALL BE RESTORED WITH PERMANENT VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS AFTER WORK IS COMPLETE; WORK SHALL BE WITHIN THE SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE COVER (TOPSOIL AND TEMPORARY COVER SEED MIX) WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE PERMITTED SEEDING PERIODS. LANDSCAPING LEGEND: PROPERTY LINE DISTURBANCE LIMITS STORMWATER MANAGEMENT AREA + o PROPOSED DECIDUOUS TREE • PROPOSED CONIFEROUS TREE 0 PROPOSED SHRUBS ]I -- QUANTITY OF PLANT PLANT TYPE PLANT LIST DETAIL QTY. ABRV. BOTANICAL NAME COMMON NAME CONT/SIZE 7 NS NYSSA SYLVATIC 'WILDFIRE' WILDFIRE BLACKGUM 2.5"-3" CAL. 2 C-504 U' w � 8 QP QUERCUS PALUSTRIS PIN OAK 2.5"-3" CAL. 4 TO THUJA OCCIDENTALIS ARBORVITAE 5'-6' HT. 16 JS JUNIPERUS SCOPULORM 'MEDORA' MEDORA JUNIPER 4'-5' HT. m 28 CA CLETHERA ALNIFOLIA SWEET PEPPERBUSH #3 CONT. C-504 rl 5 rSi SPIRAEA JAPONICA Little Princess LITTLE PRINCESS SPIREA #3 CONT. *ADDITIONAL BIORETENTION PLANTINGS CAN BE FOUND ON SHEET C-503 0 20 40 tit; I SCALE IN FEET 1"=20' 140 Z�2 43 Approved by th Saratoga Springs Planning Board under authority of a re olutio adopted � Chairperson: Date: 1_ZLz5 I~ 4 v i BENCHMARK I TOO SHU T -OFF VALVE ON HYDRANT BONNET I ELEV- 27 82 LIMITS OF DISTURBANCE 28t� - - 279 .. _ ta � NM Was G271 G k + I - 271 G s ° 270 2% ION 269 EL 269 268 10 SA CA 4A: \ 2 7x Mm ti �1ti -- ST ST , 271 -..�.._" ST -270 ., �: d _ • _ d= of 1 - d `I 6_ -j,� . A - " - 268 - - 269 I I a o� ° 261 I / I ° , l 2 / / / r NS N N — / 0. 1 1� f ��/!I �!`ll S I IS -266 I ° t , � TO to ry - ° `�-� ., I — — — -� ,' ❑ . _° ' s - a — --I ❑ 996' 1 ❑ L j ❑ a 265 + 264 __ � d° d S daj 1,4 f i y i - 264 .,✓' Sys ''. � � � ) 6¢ 0 263 OIV I �0 a A QP `es 262 I I k l 1 1.14' r -259 --- . 261 !. 264-----'�r! f� // ° EDGE OF WOOD i? j ,1 ---__ ` 259 wig— ' 258 f 48" DOUB ORLAR ay E1)C,E OF _ J 257. / 1 � ,� ' 258 26 BENCHMARK ` `" - - _ _i — l l _ SCR SHUT OFF VALVE 25j OF HYDRANT BONNET ELEV,•263.89 _-_ �°�E of asPNA� r �Vv Engineering Design Planning G 1� Construction inspection .. Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 z LLJ tQ 00 a O wr J W W Z W Z (' Uj W > Z w aw Cn Cn CL Cn (n U) O Oa w wp Q Q r r— Cl) ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE I N SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT LANDSCAPING PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�l 05 SHEET G OF 17 THE ALTERATION OF THIS DOCUMENT IN ,ANY WAY, UNLESS UNDEFWHE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. L 0 In w cs� U C C- C, C: rM (N r) Q CL N <t W U) O N _0 O o F-- fl Lj d L,J o ®0 r0 m N _.-I N N � a (U �- /• X Q 'D L,J (Y) CONSTRUCTION SEQUENCING NOTES: BEN_.,HVARK � f *0 � TOP EIiUT i?ff V11LVE ! / ON HYDRANT BOP?NET 1. HOLD PRE -CONSTRUCTION MEETING AT LEAST 1 WEEK PRIOR TO STARTING CONSTRUCTION I ELEV.27782 WITH ALL INVOLVED PARTIES. LIMITS OF DISTURBANCE 2. PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC. AT THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (I.E. SILT FENCES, TREE PROTECTION/BARRIER FENCES, STABILIZED CONSTRUCTION ACCESSES, STORM DRAIN SEDIMENT FILTERS, SEDIMENT TRAP, ETC.) INDICATED ON THE PROJECT DRAWINGS OR AS NECESSARY. THE CONTRACTOR ' SHALL INSTALL INLET AND OUTLET PROTECTION MEASURES (RIPRAP OVERFLOW WEIR(S), CULVERT INLET/OUTLET PROTECTION, / ETC.) TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE - DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY AREAS. U 2 - 275 —--...._.,_ 3. THE CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES INCLUDING CLEARING & GRUBBING OF THE PROPOSED AREA OF DISTURBANCE AS REQUIRED. 274 4. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT DIVERSION CHANNELS AS NECESSARY AND INSTALL/RE-LOCATE SEDIMENT BARRIERS (I.E. SILT FENCE) AS NEEDED. °-- - ° o- ° °' a < d ST ST ST 273 5. INSTALL PROTECTIVE MEASURES AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, ' No' - - --= °- °-sT, - AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. r i -- -- 273 I N 6. CONSTRUCT ALL UTILITIES, CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM -- - SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. CI 7. FINALIZE PAVEMENT SUB -GRADE PREPARATION. W ' sT N N 8. REMOVE PROTECTIVE MEASURES AROUND INLETS AND MANHOLES NO MORE THAN 24 HOURS « _ — — I • PRIOR TO PLACING STABILIZED BASE COURSE. 268 9. INSTALL SUB -BASE MATERIAL AS REQUIRED FOR PAVEMENT. �" I I I kv- 10. REMOVE TEMPORARY CONSTRUCTION ACCESS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN i / I_�,. ,- l _ - I "` ♦ -- THESE AREAS (THESE AREAS TO BE PAVED LAST). r ( 2 --- 3 COMPOST FILTER SOCK -- 6 ♦! _ w 6 �'� s� II STONE LIN APRON 11. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL, AND PERMANENTLY VEGETATE, C-520 INLET PROTECTION (TYP) o I °� d ti J I C-503 • ; LANDSCAPE, AND MULCH. 12. PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITY, ALL 273 ;,;_ 210 ry�135 / 265 \1\ I ' CATCH BASINS AND DRAINAGE LINES SHALL BE CLEANED OF ALL SILT AND SEDIMENT. c271 o, 13. AFTER THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION itE 1270 273 uo I I AND SEDIMENT CONTROL MEASURES AND IMMEDIATELY ESTABLISH PERMANENT VEGETATION ON THE AREAS DISTURBED DURING THEIR REMOVAL. ftt ♦ I ST ST I ? 'I©'269 GENERAL NOTES: _ 269 _=_ sz_._ _ 271 N V 265 269 _ -.. ST G e ° /' 266 1. SEE SHEET C-520 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES. N`" I = - I � - d ° SPDES GENERAL PERMIT GP-0-25-001 COMPLIANCE NOTES. ° a° ap _ I I i 269 N I i k �o THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE FOLLOWING: i - ±--- -- - 268- ♦ I_, 268 1, THE CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL READ AND UNDERSTAND THE " - �, • -- I CONDITIONS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C11- I WASHOUT �' I I (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION (SPDES) GENERAL PERMIT FOR STORM • dam: I �- C-5 0 _d I WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES", GP-0-25-001 FOR THIS PROJECT. d. d 2. THE CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL SIGN A COPY OF THE GENERAL I ` � I I -14 PERMIT, GP-0-25-001, CERTIFICATION STATEMENT AS IDENTIFIED IN THE APPENDICES OF h.:- _ ` V ��. d _- TEMPORARY 4 I i THE STORM WATER POLLUTION PREVENTION PLAN. I ° I , l� t, ' �'', - SOIL tTOCKPILE C-520 r ° 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS NECESSARY FOR THE WORK OUTLINED HEREIN. Cr Ln � � ♦ _- ..-.---~ _ j�"� � '" '�'� '�f �'°r°'f>✓ ,/�f� ,%'� 1 can j 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL STORM WATER • �' i {' >' ;A`° fr f �' ,'� 266 I I POLLUTION PREVENTION MEASURES OUTLINED IN THE STORM WATER POLLUTION PREVENTION PLAN AND SITE PLANS. z I j +`,r`�',o `r f,/ f /. r�' {,' r rj 266 5. THE CONTRACTOR SHALL HOLD A PRECONSTRUCTION CONFERENCE WITH THE OWNER'S 0- I f REPRESENTATIVES AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF CONSTRUCTION. ° a — ° 6. THE CONTRACTOR/OWNER SHALL HAVE A QUALIFIED INSPECTOR, AS DEFINED WITHIN THE 1 ;ti I _ I ?6s .�`� NYSDEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION I L� ! ❑ �; of ;- '�'✓ f ° 265 264 % / ■I\ I `7 ACTIVITY PERMIT NO. GP-0-25-001, CONDUCT AN INITIAL SITE ASSESSMENT PRIOR TO w_ _ - _ _ _ _ _ _ _ _ • CONSTRUCTION, FOLLOWING THE COMMENCEMENT OF CONSTRUCTION, THE QUALIFIED ��- d - -- - -- - - -- -- 263 \ I INSPECTOR SHALL CONDUCT AT LEAST ONE (1) SITE INSPECTION EVERY SEVEN (7) CALENDAR DAYS. REFER TO SWPPP FOR INSPECTION GUIDELINES. • , 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION, A QUALIFIED INSPECTOR IN EROSION AND ■ I W SEDIMENT CONTROL (HIRED BY CONTRACTOR/OWNER) SHALL CONDUCT AN ASSESSMENT OF 264 �« �_ �� ■"'O1•►.■� --�L■� THE SITE AND CERTIFY THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROL d - - ,' y — —• I STRUCTURES AS DEPICTED ON THE PLANS HAVE BEEN ADEQUATELY INSTALLED AND ?s¢ <= ! IMPLEMENTED. CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER ONCE THE EROSION I AND SEDIMENT CONTROL STRUCTURES HAVE BEEN INSTALLED. REFER TO STORMWATER POLLUTION PREVENTION PLAN FOR INSPECTION GUIDELINES. 1 \ 8. THE OWNER/OPERATOR SHALL MAINTAIN A RECORD OF ALL EROSION AND SEDIMENT I' I --_ CONTROL INSPECTION REPORTS AT THE SITE IN A LOG BOOK. THE SITE LOG BOOK SHALL • + \ 1, \ 263 BE MAINTAINED ON -SITE AND BE MADE AVAILABLE TO THE PERMITTING AUTHORITY. THE OWNER/CONTRACTOR SHALL POST AT THE SITE, IN A PUBLICLY -ACCESSIBLE LOCATION, A _ SUMMARY OF THE SITE INSPECTION ACTIVITIES ON A MONTHLY BASIS. ` ;_- 9. THE OWNER/OPERATOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE NYSDEC PRIOR TO ,'• J ' u ~ - - - , w 1 ,' I v COMMENCING CONSTRUCTION ACTIVITIES AND A NOTICE OF TERMINATION (NOT) WITH NYSDEC FOLLOWING CONSTRUCTION ACTIVITIES. } _ \■ 262 y 262 EROSION AND SEDIMENT CONTROL LEGEND: — — - 261 60 PROPERTY LINE -: ♦� 2 7 i.._♦ , 259 `.' DISTURBANCE LIMITS 261 2�� � ♦`♦--•_ -._. -- • >__. � / �s / � -` EDGE OF WOOD ; ♦ — — — ♦ PROPOSED COMPOST FILTER SOCK _-�'\ 4: �-- _____ -- ♦� •�•�♦� COMPOST FILTER SOCK PROPOSED RIP -RAP STONE i �. `� 1 _ �t `' - �� ♦�.' 261 ` 1 _ \ 2607-- A\ 1-260- COMPOST FILTER SOCK INLET PROTECTION `�' 0 20 40 tit; I SCALE IN FEET j 1"=20' 22`if3 6 Approved by the aratpga Springs Planning Board under authority of resolution adopted // 2- Chairperson: Date: _ — 0 r wV WV® w f y ,/✓ .•s 257 Ge- OF A 258 BENCHMARK ` ". HAC T • _ _ 257 TOP SHUT OFF VAL VE N r ♦ _ OF HYDRANT BONNET r5 C-520 STABILIZED CONSTRUCTION ENTRANCE EDGE OF ASPHAL r C-503 STONE LINED APRON (TYP) W Engineering Design Planning G P1 � Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 F Z (40 W H W U) 00 a O W� J W W Z M W Z 0a W W >_ Z w a 2 U) Cn CL U) U) W a O a w w 0 W W 0 F a a oc r r- Cl) OF NEy\ c o * ..0 11CkCEL970� o 093733 EIp R 'PFES �GN� 020 �RFS: 03131i2 SSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE N SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. i REVISION j DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT EROSION & EDIMENT ONTROL PLA GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�l 06 SHEET 7 OF 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY. UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER. IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW -0 C O CL C S .Q' J a I U O N a 0 N Q U a� D CL N <c to fn 0 tU T3 0 © I_ 0 0 W N = o N O © 10 0 N C4 J Iri N N d- 0 L- N fx o- , �t "S w CO LIGHTING NOTES: 1. POLE MOUNTED FIXTURES ARE MOUNTED ON A 20FT POLE ATOP A 24 INCH HIGH CONCRETE BASE. 2. ALL LIGHTING SHALL HAVE A COLOR TEMPERATURE OF 3,000K. ILLUMINATION STATISTICS AVERAGE MAXIMUM MINIMUM AVERAGE/ LABEL FOOT CANDLES FOOT CANDLES FOOT CANDLES MINIMUM PAVED 4.08 9.4 0.9 4.53 AREA UNDEFINED 1.33 6.0 0.0 N.A. AREA SITE LIGHTING FIXTURE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF WATTS/ TOTAL MANUFACTURE DESCRIPTION LUMINAIRE WATTS 7 SA SINGLE 14022 1.000 109.44 766.08 LITHONIA LIGHTING RSX1 LED P3 50K R3 MVOLT FAO XXXX �■ 2 SA2 BACK -BACK 14022 1.000 109.44 437.76 LITHONIA LIGHTING RSX1 LED P3 50K R3 MVOLT FAO XXXX ° Li G C LIGHTING PLAN LEGEND: EXISTING BUILDINGS PROPOSED BUILDINGS PROPOSED ASPHALT PAVEMENT ° = a A. PROPOSED CONCRETE SIDEWALK 0 LIGHT POST + FOOTCANDLE LEVELS 1.6 Approved by the ar J!�� adopted Chairperson: 0 20 40 SCALE IN FEET 1 "= 20' 1D'202 , 3 a Springs Planning Board under authority of a resolution Date: /49 // 0 d i _-.D a + - �-,� 0.8 fi.6 3.7 4.2 4. D+3.7a.3 . D B \D ? _ ° a 0.7 1El 11 0 El El .5 ,- .5 3.5 4.5 4 3 2:0 0.9 fL .Z 3.3 4.6 + 8 2.7 1.5 0.7 rn cIM 3.2 5.1' .7 2.7 1.6 0.7 0.8 1.5 2.5 3.2 4.9 4 2.5 1.5 0.7 �i 0.9 1.6 2.5 3.1 4.2 + .8 1.6 0.9 0.5 W 0.9 1.8 3.4 3.6 .7 1.1 0.5 1.0 2.0 3 3.6 3.5 2.3 0.9 0.4 \ 1.0 1.8 2 3.4 3.3 %.3 0.9 0.3 0.9 1.7 + 5 3.2 3.8 2.6 0.9 0.4 _ 0.9 1.6 .4 3.3Cn a,4.9 3.2 1.2 0.6 0.9 1.6 2.3 3 5 3.5 1.5 0.9 0.9 1 2.2 + 2.4 1.1 0.6 ._.- --- U`4-L pW STR/R 0.4 0.9 1.5 2. 2.8 .4 0.5 0.3 f - 2.1 1.7 0.8 0.3 0.2 EDGE- EDGE CIF q SPyg4 T GPlEngineering Design Planning il Construction Inspection • Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 F z c0 W H- W CIO 00 CL O W T .j >= W W Z D a% Cn W Z CDZ a W W > _ � Q � Cn Cn (- Cn Cn O OQ w w O Ill W 0 0 0 �- >m Q a a� �Cl) REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION I DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT LIGHTING PLAN GPI PROJECT/CONTRACT NO.: ALB-2300120.00 CIII. l 07 SHEET Q OF 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY. UNLESS UND THE DIRECTION OF A PROFESSIONAL ENGINEER. IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW Q) I) Q 0 U 0 0 C� N O 0 U C, c� a� v� 0 Q) 0 � h 0 L: LO O 4 N 0 �- 0 N E: LIB L-' c� �0 : Q �Y W C EXPANSION JOINTS TYPICAL SPACING FOR EXPANSION JOINT 20' 5' 55' 5' - CONTROL A JOINTS 10' -. PLAN 6X6-W2.9XW2.9 W.W.F. TYPICAL SPACING FOR CONTROL JOINT IN CONCRETE CURB SECTION (SEE NOTE NOTE 3) _ YZ=TOOLED EDGE WITH 4"R AND SEALER J"R TYPICAL 2 3" CLEARANCE °- 4 (TYP) - -- CONCRETE 3" TYP 7` c� `( 6„ FIXED OBJECT (OTHER THAN BUILDING -� ENTRANCE) OR EXISTING SIDEWALK ZINYSDOT SUBBASE EXPANSION JOINT WITH PREMOLDED TYPE 2 COMPACTED SUBGRADE OR RESILIENT JOINT FILLER &SEALANT COMPACTED SELECT GRANULAR EXPANSION JOINT WITH PREMOLDED RESILIENT FILL AS REQUIRED TO BRING SUBGRADE TO CORRECT GRADE TYPICAL SPACING FOR EXPANSION JOINT 20' g a w - I--.- B PLAN CONCRETE SECTION A -A VARIES -SEE PLAN 11 C VIV I.iI\L I L SECTION B-B SIDEWALK NOTES: 5' 5' - CONTROL JOINTS SLOPE AT 1.5% TOWARD STREET JPE AT 1.5% 6" JOINT FILLER AND SEALANT 20 O.C. OR AS SEE NOTE NO. 9 INDICATED ON PLANS ( ) 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN EXPANSION JOINT CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR 3/4" CONSTRUCTION AND MATERIALS, MOST RECENT EDITION AND AS 6X6-W2.9XW2.9 W.W.F. MIN. TOOLED JOINT 5'-0" O.C. OR AS AMENDED THEREAFTER; THE ONLY EXCEPTION BEING THAT THE WORK (SEE NOTE NOTE 3) 1 SHOWN ON PLANS (4"R X 4" DEEP) OF THIS CONTRACT SHALL BE MEASURED IN ENGLISH UNITS, 4" TOOLED EDGE TYPICAL 2" 2. ALL CONCRETE SHALL BE 4500 PSI CONCRETE. CONCRETE MATERIALS, � PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 X X . _ X �-X X-�C- -- 4,> OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. , CONCRETE..- '�` �'_� �, ,�; ,-,, 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION O JC�� �� 0>556 - REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. TYP- - 3„ TYP -I NYSDOT 4. ALL EXPOSED SURFACED SHALL HAVE A BROOM TEXTURED FINISH & SUBBASE TOOLED EDGES. TOOL SHALL BE PROVIDED 1-1/2" (MAX) WIDE COMPACTED SUBGRADE OR COMPACTED SMOOTH TROWEL FINISH AT EACH SIDE OF JOINT. 3" CLEARANCE SELECT GRANULAR FILL AS REQUIRED TO TYPE 2 (TYP) BRING SUBGRADE TO CORRECT GRADE. 5. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20'-0" ON (SEE NOTE NO. 9) CENTER, OR AS INDICATED ON PLANS. CONSTRUCTION JOINT 6. JOINTS SHALL NOT BE SAW CUT. 3/4" TOOLED JOINT 5'-0" O.C. OR 7. EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH PROSOCO, MIN. 1 AS SHOWN ON PLANS (J"R X CONSOLIDECK SALTGUARD WB PENETRATING WATER & SALT BARRIER J" DEEP) OR APPROVED EQUAL. RATE AND METHOD OF APPLICATION SHALL BE 6X6-W2.9XW2.9 W.W.F. IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. (SEE NOTE NOTE 3) 2„ 8. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE A ABOVE REFERENCED NYSDOT STANDARD. 4„ n �- 9. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL 0�0.1"c7�0'`�n�acac0�0ac�QOc��oQ�c>,�anr1�5 6 MATERIAL PLACED SHALL BE IN CONFORMATION WITH SECTION - ` 203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED -� NYSDOT STANDARD SPECIFICATIONS. MESH SHALL BE NY SUBBASE CONTINUOUS AT JOINT TYPEE 2 10. ALL WORK SHALL CONFORM WITH SECTION 608-SIDEWALK, 2 DRIVEWAYS, AND BICYCLE PATHS OF THE ABOVE REFERENCED COMPACTED SUBGRADE OR NYSDOT STANDARD SPECIFICATIONS. NOTE: COMPACTED SELECT GRANULAR FILL 1.10' SPACING OF CONTROL JOINTS SHALL BE AS REQUIRED TO BRING SUBGRADE 11. SIDEWALKS SHALL HAVE A CROSS SLOPE OF 1.5% UNLESS OTHERWISE USED FOR CAST IN PLACE CONCRETE CURBS. TO CORRECT GRADE. NOTED. 2. 5' O.C. SPACING OF CONTROL JOINTS SHALL (SEE NOTE NO. 9) BE USED FOR SIDEWALKS 12. CONCRETE SIDEWALK SECTION THROUGH THE SOUTHERN DRIVEWAY CONTROL JOINT SHALL INCREASE TO 6" THICKNESS. i '� CONCRETE SIDEWALK DETAIL C-500 ) SCALE: NOT TO SCALE WZTC NOTES: 1. THERE SHALL BE NO TEMPORARY LANE CLOSURES ON ROUTE 9 NB, MONDAY-FRIDAY 4PM-6PM 2. THERE SHALL BE NO TEMPORARY LANE CLOSURES DURING THE FOLLOWING SPECIAL EVENT: SARATOGA RACETRACK SEASON. 3. LANE CLOSURES AND/OR USE OF TEMPORARY CONCRETE BARRIER WITHIN FIVE FEET OF AN ACTIVE TRAVEL WAY BETWEEN NOVEMBER 1 & APRIL 15 SHALL REQUIRE SPECIAL PERMISSION FROM THE ENGINEER WITH CONCURRENCE FROM THE REGIONAL TRAFFIC OFFICE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK IN ADVANCE OF ANY REQUESTED CLOSURE. 4. PRIOR TO ANY REDUCTION IN ROADWAY WIDTH, THE CONTRACTOR SHALL PROVIDE THE ENGINEER TWENTY-ONE (21) DAYS NOTICE IN WRITING SO HE/SHE MAY CONTACT THE REGIONAL PERMIT ENGINEER OF THE WIDTH RESTRICTION IN A TIMELY MANNER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY UPON THE REMOVAL OF THE LANE WIDTH RESTRICTION SO THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER. 5. THE CONTRACTOR MUST BE PREPARED TO SWEEP THE ROAD DAILY OR AS ORDERED BY NYSDOT ALBANY COUNTY RESIDENCY. 6. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROUGH AND AROUND THE PROJECT FOR THE DURATION OF CONSTRUCTION. MATERIAL, EQUIPMENT OR OTHER BARRIERS SHALL NOT BE PLACED OR MARKED IN SUCH A MANNER AS TO OBSTRUCT PEDESTRIAN OR BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD TO THE NON -MOTORIZED PUBLIC. WHERE PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF THE EXISTING FACILITY, WALKWAYS SHALL BE CLEARLY MARKED AND HAVE A LOGICAL START AND TERMINUS. TEMPORARY LANE/SHOULDER CLOSURE RESTRICTION FOR HOLIDAYS HOLIDAY FALLS ON TEMPORARY LANE CLOSURES ARE NOT ALLOWED FROM CHRISTMAS DAY 2024 WEDNESDAY DECEMBER 25 BEGINNING 6AM SATURDAY DECEMBER 21, 2024 AND ENDING 6AM THURSDAY DECEMBER 26, 2024 NEW YEAR'S DAY 2025 WEDNESDAY JANUARY 1 BEGINNING 6AM TUESDAY DECEMBER 31, 2024 AND ENDING 6AM THURSDAY JANUARY 2, 2025 MEMORIAL DAY 2025 MONDAY MAY 26 BEGINNING 6AM FRIDAY MAY 23, 2025 AND ENDING 6AM TUESDAY MAY 27, 2025 INDEPENDENCE DAY 2025 FRIDAY JULY 4 BEGINNING 6AM THURSDAY JULY 3, 2025 AND ENDING 6AM MONDAY JULY 7, 2025 LABOR DAY 2025 MONDAY SEPTEMBER 1 BEGINNING 6AM FRIDAY AUGUST 29, 2025 AND ENDING 6AM TUESDAY SEPTEMBER 2, 2025 THANKSGIVING DAY 2025 THURSDAY NOVEMBER 27 BEGINNING 6AM WEDNESDAY NOVEMBER 26, 2025 AND ENDING 6AM MONDAY DECEMBER 1, 2025 CHRISTMAS DAY 2025 WEDNESDAY DECEMBER 25 BEGINNING 6AM WEDNESDAY DECEMBER 24, 2024 AND ENDING 6AM MONDAY DECEMBER 29, 2025 Approved by the S�ratog Springs Planning Board under authority of a resolution adopted 5 Z .41 Date: Chairperson: D P ; THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNbER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. 4"R (TYP) FINISHED GRADE 1" BELOW TOP OF CURB IN ALL LANDSCAPED AREAS 4" OF TOPSOIL SUBBASE COURSE MATERIAL CONFORMING TO TACK COAT BETWEEN ASPHALT LAYERS NYSDOT ITEM 407.0103 SUBBASE COURSE TYPE 2 1.5" TOP COURSE OF MATERIAL CONFORMING WITH NYSDOT ASPHALT PAVEMENT, ITEM 404.0982 ROUTE 9 ROW SAWCUT ITEM 627.5014008 VERTICAL JOINT ADHESIVE ITEM 418.7603 3.5" BINDER COURSE OF MATERIAL CONFORMING WITH NYSDOT ASPHALT PAVEMENT, ITEM 404.1989 12" SUBBASE COURSE MATERIAL CONFORMING WITH NYSDOT SUBBASE COURSE TYPE 2. ITEM 304.12 COMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR ANALYSIS PROOF ROLLED SUBGRADE, OR COMPACTED SELECT GRANULAR FILL (SEE NOTE NO. 5). STABILIZATION FABRIC HEAVY DUTY SECTION MIRAFI 140N OR APPROVED NOTES: EQUIVALENT 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED SEPTEMBER 1, 2024, AND ALL ADDENDA THERETO; THE ONLY EXCEPTION BEING THAT THE WORK OF THIS CONTRACT SHALL BE MEASURED IN ENGLISH UNITS. 2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304-SUBBASE COURSE OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. 3. ASPHALT PAVEMENT SHALL CONFORM WITH SECTION 400-ASPHALT MIXTURE AND PAVEMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND THE ITEM NUMBERS CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN ITS ENTIRETY IS REFERENCED, THE ASPHALT PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL BE AS SPECIFIED UNDER SECTION 404-ASPHALT PAVEMENTS. 4. TACK COAT WHEN SPECIFIED OR CALLED OUT IN THESE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATIONS SHALL CONFORM WITH SECTION 407-TACK COAT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 5. APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES AND SURFACES OF CURBS BELOW PAVEMENT LEVEL, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. 6. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 7. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS OR HAND BROOM. 8. BINDER TO BE PLACED IN 2 - 2" LIFTS WITH TACK COAT BETWEEN 9. 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. 10. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS, TYPICAL SECTION 3 ASPHALT CONCRETE PAVEMENT C-500 j SCALE: NOT TO SCALE 50% TO 60% 1.6" TO 2.4" ---I F- } OF BASE 0.31 0.2" ®®®®®®®®®®®®® 1.6 DIAMETER ®®®®®®®®®®®®® j „ L TO 1» o ®®®®®m®o ® f2.4„ MIN DOME 0.62" MIN DOME SECTION DOME SPACING PLAN DURALAST DETECTABLE WARNING PLATE AS MANUFACTURED BY EJ COMPANY, NATURAL CAST IRON FINISH OR APPROVED EQUAL _- 'd d a g a_ NOTES: 5" 1" BATTER 1. CONCRETE CURB SHALL BE INSTALLED IN 4"R ACCORDANCE WITH NYSDOT STANDARD 6" REVEAL SPECIFICATION SECTION 609. - -_ FACE OF CURB SET - - d VE TICAL 2• PRECAST CONCRETE CURB MAY BE ° SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR _ AND APPROVED BY THE ENGINEER. ALTERNATE z CURB SHALL BE INSTALLED IN ACCORDANCE a z WITH NYSDOT SPEC SECTION 609. N-.°- .aa- j O 3 �-_ < 500 C- - w SIDEWALK cwn JOINTS SHALL BE /GRASS CURB 0 IN ACCORDANCE co mac" WITH NYSDOT STANDARD SPEC ��--- PROOF ROLLED SECTION 609-3.04 PAVEMENT 6" 6" 6" SUBGRADE, OR SELECT GRANULAR FILL PLAN SECTION 2 CAST IN PLACE CONCRETE CURB \ C-500 SCALE: NOT TO SCALE ' FOR GRADE SEE PL SAWCUT EXISTING PAVEMENT & TACK COAT ALL EXISTING SURFACES OR GRADE SEE PLAN SCARIFY AND REMOVE EXISTING PAVEMENT EQUIVALENT TO PROPOSED TOP COURSE THICKNESS 12" f- SAW CUT EXIST. PAVEMENT C-500 w w � ��j�(SUBBASE Cn 20' MIN. --{ MATCH EXISTING SUBBASE, IF I GREATER THAN PROPOSED SECTION SECTION CONTRACTOR TO (VIF) NOTE: NOT APPLICABLE FOR WORK WITHIN THE NYS ROUTE 9 R.O.W. 5 PAVEMENT C-500 SCALE: NOT TO SCALE DETECTABLE WARNING TAPE PER DIG SAFE (SEE NOTE 3) TRENCH BACKFILL COMPACTED TO 95% MODIFIED PROCTOR IN PAVED AREAS (SEE NOTE 2) PIPE BEDDING & PIPE ZONE BACKFILL MATERIAL FOR TRENCH BOTTOM COMPACTED TO 95% MODIFIED PROCTOR (SEE NOTE 1) 12"+50% O.D. PIPE ZONE BACKFILL TRANSITION FINISHED SURFACE IN ACCORDANCE WITH PLAN & DETAILS l l r- I I -III _I I1 I III I _ ---•-- --- - -------�^. -- -- o III�I� �- :4_; 6"+50% O.D. PIPE -' - BEDDING w I-. V) w <c a• - RAMP °. °° e 7 a PIPE TYPE & SIZE e a.- '.• -III - Ali 12" 12>' VARIES. (SEE PLAN) D0D0�ao 0�000�00 0 ,° e. NOTES: B 1. PIPE BEDDING & PIPE ZONE BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) SAND PLAN OR A MIXTURE OF CRUSHED STONE AND GRAVEL, FREE OF SOFT, NONDURABLE PARTICLES, ADA COMPLIANT ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE WARNING PLATE DROP CURB TO COARSE PARTICLES. BEDDING GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND CONSTRUCTION SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: 7.57. SLOPE JOINT SIEVE DESIGNATION % PASSING a _ 3/4„ 100% NO. 40 0-70% °q-= z Ld N0. 200 0-10% wo 3 1'-0" < w C-500 2. TRENCH BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) OR PROCESSED GRAVEL, 2'-0" OR EXCAVATED MATERIAL FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND w ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. C/ TRENCH BACKFILL GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SECTION A -A THRU RAMP SECTION B-B THRU RAMP SIEVE DESIGNATION % PASSING 4" 100% NOTES: NO. 40 0-70% 1. TACTILE WARNING STRIP SHALL BE ADA COMPLIANT INCLUDING VISUALLY CONTRASTING WITH ADJOINING NO. 200 0-10% SURFACES. 2. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 610mm IN THE DIRECTION OF TRAVEL AND SHALL 3. INSTALL CONTINUOUS DETECTABLE MARKING TAPE DURING BACKFILLING OF TRENCH FOR EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. UNDERGROUND PIPING. LOCATE TAPE 12" BELOW FINISHED GRADE, DIRECTLY OVER PIPING, 3. DETECTABLE WARNINGS SHALL BE LOCATED ST THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE EXCEPT 6" BELOW SUBGRADE UNDER PAVEMENTS & SLAB. ROADWAY OR STREET SURFACE IS 150mm TO 225mm FROM THE EDGE OF THE ROADWAY/STREET, OR ROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE 4. TRENCHING SHALL BE IMPLEMENTED IN ACCORDANCE WITH O.S.H.A. STANDARDS. SIDEWALK CURB RAMP. 4 TACTILE WARNING FOR RAMPS. s PIPE TRENCH DETAIL(TYPICAL) 5 C-00 SCALE: NOT TO SCALEC-500 SCALE: NOT TO SCALE SUBGR-A Engineering Design Planning G PT ' Construction Inspection GPINETCOM Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 Z w c0 Cn 00 CN 0- o W ? J Uj Lill Z Ma% W a Z W 000 W Z _ Q Cn Cn 0. Cn co U) O 0Q W W O Ne Q r r C!) SSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE N SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT SITE DETAILS GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�500 SHEET 9 OF 17 N o ANY '+z Vl 0 v STRIPING SHALL BE 4" WIDE, WHITE AND SHALL BE 2'-4" O.C., (TYP) VARIES SEE PLAN TYPICAL ISLAND STRIPING VAN -ACCESSIBLE LOADING ZONE: STRIPING SHALL BE 4" WIDE, BLUE AND SHALL BE 2'-4" 4" WIDE WHITE PAINTED PARKING STRIPES TBE AI86LE 9 TYPICAL STRIPING 4" WIDE BLUE PAINTED PARKING STRIPES 3LUE NY DYNAMIC ACCESS SYMBOL (SEE NOTE 2) O.C., (TYP) f 8' 8' NOTES: (MIN.) (MIN.) 1. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT ZONING AND SITE REGULATIONS. 2. PAINTED DYNAMIC ACCESS SYMBOL TO BE IN ACCORDANCE WITH NEW YORK LAW. 3. SLOPE OF PAVEMENT SURFACE IN ACCESSIBLE PARKING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION, 4, SEE PLAN FOR ACTUAL SIGN LOCATIONS. PAVEMENT STRIPING DETAILS AND ACCESSIBLE PARKING STALL C-501 SCALE: NOT TO SCALE SIGN SCHEDULE SIGN NO. SIGN FACE NUMBER MIN SIZE COLORS BCK GRND LEGEND O STOP R1-1 30"x3O" RED WHITE RESERVED PARKING 0 NY R7-8D „ 12 x18 WHITE/ BLUE GREEN/ WHITE 3 PARKNQ R7-1 12%18" WHITE RED ANY TIME jj VAN R7-8p 12%6" WHITE BLUE ACCESSIBLE 0 R3-2 12%6" WHITE BLACK DO NOT R5-1 30%30" WHITE RED ENTER 0 t1 R4-7 30"x24" WHITE BLACK n RIGHT BLACK `J TURN NYR3-20 24%30" WHITE ONLY SIGNAGE AND PAVEMENT MARKING NOTES: 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE NYSDOT STANDARD SPECIFICATIONS, SECTION 640 & 645 AND THE "NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" - 2009 EDITION AND THE "NYS SUPPLEMENT." 2. SIGN POST SHALL BE IN ACCORDANCE W/ NYSDOT STANDARD SPECS SECTION 730. 3. SIGN MOUNTING HEIGHT SHALL BE A MINIMUM OF 7'. MINIMUM MOUNTING HEIGHT MAY BE ADJUSTED ONLY IN ACCORDANCE WITH PROVISIONS OUTLINED IN THE "NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" - 2009 EDITION AND THE "NYS SUPPLEMENT." 4. STRIPING WORK WILL BE REVIEWED AND ACCEPTED BY THE ENGINEER. SIGN FACE SCHEDULE C-501 SCALE: NOT TO SCALE 7" INSIDE DIAMETER HDPE BOLLARD COVER FORM ROUNDED TOP WITH CONCRETE TO CAP PIPE 6" INSIDE DIAMETER GALVANIZED STEEL PIPE (SCHEDULE 40) PIPE SHALL CONTINUE THE LENGTH OF THE FOOTING. 0 z SLOPE CONCRETE SURFACE r FOR POSITIVE DRAINAGE 0 FINISHED GRADE M EXISTING SUBGRADE Ii` CONCRETE FOOTING o SIGN POST EXTENDS II IE TO BASE OF BOLLARDI BOLLARD TO BE 3. It FILLED WITH 4500 PSI CONCRETE 6" 6" NOTES: 1. BOLLARD FINISH: HDPE BOLLARD COVER STANDARD OF QUALITY "POST GUARD DOME TOP COVER" BY ENCORE COMMERCIAL PRODUCTS, INC. OR APPROVED EQUIVALENT (COLOR TO BE YELLOW UNLESS OTHERWISE SELECTED BY OWNER. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI @ 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (WITH A TOLERANCE OF 1"). 4. ALL CONCRETE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCES OF 1%) CONFORMING WITH ASTM C260. BOLLARD MOUNTED SINGLE SIGN POST C-501 SCALE: NOT TO SCALE A D mom --.-! 3" I GALV. STEEL - "U" SECTION POST BREAKAWAY BASE AND HINGE ASSEMBLY (NYSDOT STANDARD SHEET 645-11) FINISHED GRADE= "x8"x24" STEEL PLATE (WELDED) C A 24" Ld MIN. 1:)3 M z 0 w -w �~ m0 wZ -w Li U p 6 w-� ROAD z 0 I FENCE POST (TYP) --.-! 3" I GALV. STEEL - "U" SECTION POST BREAKAWAY BASE AND HINGE ASSEMBLY (NYSDOT STANDARD SHEET 645-11) FINISHED GRADE= "x8"x24" STEEL PLATE (WELDED) C A 24" Ld MIN. 1:)3 M z 0 w -w �~ m0 wZ -w Li U p 6 w-� ROAD z 0 I FENCE POST (TYP) 18 -0' 5'-0" O.C. POST FOUNDATION (TYP) TYP 4:, - d 4 6" ROUND STEEL _ d d'd _ -.. d ° ®: a d 0 PROTECTIVE BOLLARD." as ; e ° C-502 (TYP-4 COUNT) ` . d . _ a. 7 6' HIGH CHAIN d: 6YD Q 6YD a: LINK FENCE d " - d °° N C-502 - 4 \�.\- - d DU TER d- DUM TER ° ° .. N.I.C. N.I.C. �. 8" THICK REINFORCED a .- a ff 0 CONCRETE PAD = -a . d d 4 'a d • ° - r- N GATE POST d. °°. EXPANSION JOINT °= 4. 8" DIA CONCRETE -FILLED e GALV PIPE POST (SCHEDULE a a" `: d - ° /J ' 40) WITH SLOPED GALV STL a o = : _ d e : d: ° ° 00 ROUND CAP (TYP-2 COUNT)d- d 4 4- d 4d °: ° 4 °�d a (�_7� 6' HIGH CHAIN LINK : 6 e - 1 ° -" °� ° < °- SWING GATE C-502 a .� e ° SLOTTED MUSHROOM CAP FOR CENTER DROP BAR LAYOUT 12 2'- 0" CHAIN LINK 7 (TYP) FENCE 8" THICK, 4,500 PSI CONCRETE TOP OF CONCRETE PAD WITH BROOM FINISH. PAD TO MATCH SLOPED TO OUTSIDE EDGES ELEVATION OF 6x6, W2.9xW2.9 PAVEMENT GALVANIZED SINGLE POST STOP SIGN MOUNTING DETA C-501 SCALE: NOT TO SCALE WHITE PAINTED ARROW 17" 17" -- 3'-8" --• DIRECTIONAL 3� ARROW MARKING C-501 SCALE: NOT TO SCALE W. W. F. el . < -.- 4 d x:.° x x ax` ADJACENT PAVEMENT Q. SECTION 4" CLEAR TOP dU & BOTTOM 12" THICK NYSDOT CUBBASE%/�%f�°�f COURSE TYPE 2 COMPACTED TO MIN. 95% MODIFIED PROCTOR COMPACTED STRUCTURAL FILL OR SUBGRADE (TYP) SECTION 4" SHREDDED HARDWOOD MULCH PLANTING BED CAP BLOCK FASTENED TO TOP BLOCK PER MANUFACTURERS RECOMMENDATIONS. F-ST - 24" STRAIGHT TOP BLOCK BLOCK R 41 B - 41 " BOTTOM BLOCK 6' HIGH C-502 (TYP) BOLLARD AT 5' 2 O.C. IN REAR OF CLOSURE (TYP) C-502 EXPANSION JOINT WITH REMOLDED RESILIENT JOINT FILLER AND SEALANT (TYP) °a s r=>1=t 6' HIGH BLACK PVC FENCE ? DUMPSTER ENCLOSURE WITH PAD C-501 SCALE: NOT TO SCALE IL 2 W 0 z F- z 0 SEE LIGHTING PLAN FOR POLE INFORMATION. 4"x6" GASKETED SITE LIGHT, SEE SHEET HAND HOLE SP5 FOR LUMINAIRE SCHEDULE POLE BASE COVER DOUBLE NUT POLE TO BE ANCHOR BOLTS INSTALLED PLUMB RIGID STEEL 1 "x 45°CHAMFER BONDING BUSHING-� �� ANCHOR BOLTS BY POLE MANUFACTURER s RESERVED �51SCALE: NOT TO SCALE FINISHED GRADE 12"0 4,500 PSI CONCRETE FOOTING (TYP) 18"0 AT GATE POSTS SEE PAVEMENT DETAILS CMU WALL (SEE ARCHITECTURE PLANS) 2"-4" RIVER ROCK CAP BLOCK FASTENED TO TOP BLOCK PER MANUFACTURERS RECOMMENDATIONS. F-ST - 24' STRAIGHT TOP BLOCK BLOCK R41B - 41" BOTTOM BLOCK VARIES (SEE GRADING PLAN) w� �zz o< < " - __,�! Illi -II I(i100QaQ oQ� o0 � 000c flc r ,- 0 I FI 1 I=I I I=1 11=1 11 6" LEVELING PAD (NYSDOT TYPE 2 SUBBASE) FINISH GRADE VARIES (SEE SITE PLANS). ENSURE 6" (MIN) BURY OF BOTTOM BLOCK COURSE 4" PERF HDPE DRAIN PIPE IN FABRIC WRAPPED ITEM B-12. PITCH TO DRAIN AND DAYLIGHT OR MAKE CONNECTION TO STORM STRUCTURES IF SHOWN ON PLANS. MASS -BLOCK WALL NOTES: 1. MASS BLOCK GRAVITY RETAINING WALL; STANDARD OF QUALITY = REDI-ROCK, 05481 US 31 SOUTH, CHARLEVOIX, MI 49720; (866) 222-8400; WWW.REDI-ROCK.COM (OR APPROVED EQUIVALENT). 2. SECTION SHOWN IS A TYPICAL SECTION. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO PROVIDE STAMPED ENGINEERING SHOP DRAWINGS FOR FULL WALL ELEVATIONS INCLUDING REPRESENTATIVE SECTIONS FOR EACH VARIATION IN BLOCK COURSING. 3. BACKFILL AGAINST WALL SHALL BE A MINIMUM WIDTH OF 12" OF ITEM B-12 ADJACENT TO WALL. REMAINDER OF BACKFILL SHALL CONSIST OF SELECT GRANULAR FILL OR NYS DOT TYPE 2 SUBBASE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DEFINED BY ASTM D-1557. i9MASS BLOCK RETAINING WALL C-501 SCALE: 1 /2"=1' LIGHT POLE FOUNDATIONS POLE HEIGHT DIAM. DEPTH REINF BARS TIES <15' 18" 5'-0" (4)#6 #3@18" 25' 24" 5'-0" (6)#4 #3@12" 30 24" 5'-6" (6)#4 #3@12" 35' 24" 6'-0" (6)#4 #3@12" 40' 24" 6'-0" (6)#5 #3@12' 50' 24" 7'-0" (8)#6 1 #3@12' NOTES: ROUND FORMED z CONCRETE BASE. 1. CONDUITS AND GROUNDING SHALL BE AS SPECIFIED BY MEP ENGINEER. oe 2. ALL CONCRETE SHALL BE 4,500 PSI @ 28 0 DAYS TIES 3. DESIGNED FOR 90 MPH WIND WITH FIXTURE #3 @12" AREA OF 13 SF - 4. FOUNDATION DIAMETER AND REINFORCING -.,. CIRCLE SHALL BE COORDINATED WITH ANCHOR REINFORCING BARS BOLT LIMITS i6i #4 5. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR COMPACTED CRUSH STONE 6. ALL EXCAVATIONS SHALL BE BACKFILLED WITH STRUCTURAL FILL AND COMPACTED TO 0 95% OF MAXIMUM MATERIAL DENSITY 7. EXPOSED AREAS OF CONCRETE AND ONE FOOT MIN BELOW FINISHED GRADE SHALL BE 3„ FORMED COVERAGE EXTERIOR MOUNTED s LIGHT WITH CONCRETE BASE C-501 SCALE: NOT TO SCALE INSIDE FACE OF STRUCTURE NON -SHRINK CEMENT GROUT (USE BONDING AGENT IF REQ'D) OVERSIZED HOLE HDPE PIPE u� 2" MAX PROJECTION INTO m -- - MANHOLE AT PIPE SPRINGLINE I� NVERT 3" MAX' TOP OF BASE SLAB ° r a PRECAST CONCRETE CHECK CATCH BASIN DETAIL ®v4 BASE SECTION FOR REQUIRED SUMP HDPE PIPE GROUT SEAL JOINT 10 TO DRAINAGE STRUCTURE �01 SCALE:NOT TO SCALE OF ENTRANCE OR DRIVEWAY 2' CLEAR FROM CUR 5' 18" PLAN 11 STOP BAR C-501 SCALE: NOT TO SCALE Engineering Design GPIj Planning I Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 Z Uj U)00 0. W N lv� O3: >- W W W Z � C� W W > Z _ Ca U) (n Cn ® OQ 0 W W Q Q oc � a t� Cn IISSUED FOR PERMIT REVIEW ONLY. 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CURB BOX (EXTENSTION TYPE WITH ARCH PATTERN BASE, AND STATIONARY ROD IF REQUIRED). BRASS BALL VALVE CURB STOP WITH FLARED FITTING TEMPORARY CAP OR PLUG AT PROPERTY LINE 1" COPPER WATER SERVICE ITEM 663.0604 4,000 PSI CONCRETE BLOCKING (TYP) (MIN. 12"X12"X4") 1. COPPER SERVICE PIPE FOR 4" TO 2" DIAMETER 2. USE A BRASS TAPPING SADDLE WHERE REQUIRED 3. THE SERVICE TAP IS TO BE MADE ON SIDE OF MAIN FACING CUSTOMER 4. THE SERVICE IS TO RUN PERPENDICULAR TO THE MAIN 5. WATER SERVICE AND CURB BOX SHALL CONFORM TO STANDARDS WITHIN THE MUNICIPALITY HAVE JURISDICTION I,- 1_WATER SERVICE LATERAL C-505 SCALE: NOT TO SCALE SANITARY SEWER 1'-6" MAIN/LATERAL MIN OR STORM DRAIN - WATER MAIN - OR LATERAL 1'-6" 10,-0" MIN IN GENERAL WATER NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL REQUIRED PERMITS AND COORDINATING WITH THE AUTHORITY HAVING JURISDICTION. 2. USE CONCRETE THRUST BLOCKS OR RESTRAINED JOINT PIPE AND FITTINGS FOR PROPER RESTRAINT OF WATER MAIN PIPE. 3. ALL WATER LINES SHALL BE "EXTRA HEAVY CAST IRON PIPE" (EHCIP), UNLESS OTHERWISE SPECIFIED BY OR APPROVED BY THE ENGINEER. 4. THE WATER LINE MAY BE FLEXED WITHIN PIPE SPECIFICATIONS OR LAID DEEPER IN AREAS WHERE CROSSINGS WITH THE SANITARY LINE OCCUR, TO ACHIEVE THE REQUIRED 1.5' VERTICAL SEPARATION DISTANCE. (SEE WATERLINE OFFSET DETAIL FOR FURTHER INFORMATION). 5. ALL NEW WATER MAIN INSTALLATIONS SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C 600(LATEST REVISION) AT A PRESSURE OF 150 PSI, OR 1.5 TIMES (AS REFERENCED ABOVE) THE WORKING PRESSURE OF THE SYSTEM AS A MINIMUM. ALLOWABLE LEAKAGE OF THIS TEST SHALL BE AS DEFINED IN SECTION 4.2 OF SAID AWWA SPECIFICATION. 6. APPROVED AND TESTED WATER MAIN SHALL BE DISINFECTED PER AWWA SECTION C 651 (AS REFERENCED ABOVE), AS DIRECTED BY ENGINEER. 7. THE WATER MAIN IS TO BE INSTALLED AT A CONTINUOUS GRADE WITH NO ABRUPT HIGH OR LOW POINTS. TESTING WATER MAINS: 1. AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH PRESSURE TEST. TEST SECTION SHALL BE LIMITED TO ABOUT 2000 FT (MAX.) UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF COMPLIANCE SHALL BE FORWARDED TO OWNER/ENGINEER AND THE MUNICIPALITY PRIOR TO ACCEPTANCE. 3. ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF WATER WHICH THE CONTRACTOR PROPOSES TO USE IN TESTING LINES SHALL BE ACCEPTABLE TO THE ENGINEER. 4. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. ALL HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 4 OF AWWA STANDARD C 600 OR LATER ADDITION, AS MODIFIED HEREIN. 5. FOR THE PRESSURE TEST, SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON THE ELEVATION OF THE LOWEST POINT IN THE SECTION BEING TESTED AND CORRECTED TO THE ELEVATION OF THE GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS IN THE SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, WITH FURTHER PUMPING AS REQUIRED, FOR A PERIOD OF AT LEAST TWO HOURS, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE PRESSURE TEST. 6. LEAKAGE TEST SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF 150 LBS/SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON THE ELEVATION OF THE LOWEST POINT IN THE EQUAL EQUAL SECTION UNDER TEST AND CORRECTED TO ELEVATION OF THE GAUGE. LEAKAGE TEST DURATION SHALL BE A MINIMUM OF 2 HOURS AFTER LEAKAGE RATE HAS STABILIZED. FULL UNCUT LENGTH OF PIPE VERTICAL SEPARATION 7. MAXIMUM ALLOWABLE LEAKAGE SHALL BE AS SHOWN IN THE FOLLOWING TABLE: ALLOWABLE LEAKAGE PER 1000 FT (305M) OF PIPELINE (GPH) WATER MAIN SANITARY SEWER AVG. TEST PRESSURE NOMINAL PIPE DIAMETER -IN. OR LATERAL MAIN/LATERAL PSI 4 6 8 10 12 14 16 10'-0" OR STORM DRAIN 450 0.57 0.86 1.15 1.43 1.72 2.01 2.29 MIN 400 0.54 0.81 1.08 1.35 1.62 1.89 2.16 HORIZONTAL SEPARATION 350 0.51 0.76 1.01 1.26 1.52 1.77 2.02 300 0.47 0.70 0.94 1.17 1.40 1.64 1.87 NOTES: 275 0,45 0.67 0.90 1.12 1.34 1.57 1.79 1. NO DEVIATION IN THE SEPARATION REQUIREMENTS WILL BE 250 0.43 0.64 0.85 1.07 1.28 1.50 1.71 PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE NYS 225 0.41 0.61 0.81 1.01 1.22 1.42 1.62 HEALTH DEPARTMENT. OFFSETTING OF WATERLINE SHALL BE 200 0.38 0.57 0.76 0.96 1.15 1.34 1.53 REQUIRED WHERE SEPARATION DISTANCES CANNOT BE 175 0.36 0.54 0,72 0.89 1.07 1.25 1.43 150 0.33 0.50 0.66 0.83 0.99 1.16 1.32 MAINTAINED, 125 0.30 0.45 0.60 0.76 0.91 1.06 1.21 2. WHEN IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS 100 0.27 0.41 0.54 0.68 0.81 0.95 1.08 INDICATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL JOINT DUCTILE IRON 8. IF LEAKAGE IN SYSTEM EXCEEDS THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL, AT NO ADDED COST TO THE OWNER, PIPE OR PVC WATER WORKS GRADE PRESSURE PIPE FOR 10' LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RE -TEST PIPING SYSTEM. EACH SIDE OF CROSSING AND SHALL BE PRESSURE TESTED TO 150psi TO ASSURE WATER TIGHTNESS. WATER MAIN AND SANITARY/ i� STORM SEWER SEPERATION C-505 % SCALE: NOT TO SCALE TRENCH AND CULVERT EXCAVATION, BACKFILL WITH SELECT GRANULAR FILL, ITEM 203.07 IMUM .. SERVICE PIPE 3 ROUTE 9 R.O.W. TRENCH DETAIL C-505 % SCALE: NOT TO SCALE FILL PROPOSED WATERLINE FINISHED GRADE SANITARY SEWER PIPE MAIN/LATERAL BEDDING OR STORM DRAIN } } COMPACTED -- 16„ MINA SUBGRADE-``l11III°- SECTION El 45' BEND (TYP.) NOTES: 1. WHEN THE ELEVATION OF THE SEWER CAN NOT BE VARIED TO MEET THE ABOVE REQUIREMENTS, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE THIS REQUIRED SEPARATION. 2. WHEN IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS INDICATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL JOINT DUCTILE IRON PIPE OR PVC WATER WORKS GRADE PRESSURE PIPE FOR 10' EACH SIDE OF CROSSING AND SHALL BE PRESSURE TESTED TO 150psi TO ASSURE WATER TIGHTNESS. 4� WATER MAIN OFFSET DETAIL C-505) SCALE: NOT TO SCALE DISINFECTION OF POTABLE WATER SERVICE MAINS: 1. DISINFECTION WILL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS. 2. THE MUNICIPALITY AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OF PRESSURE TESTING, LEAKAGE TESTING, AND DISINFECTION. 3. DISINFECTION WILL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C 651-14 OR LATER ADDITION. (EXCLUDING SECTION 5.1 COVERING THE TABLET METHOD). 4. CHLORINE -WATER SOLUTION IS PREPARED BY ADDING SODIUM HYPOCHLORITE TO WATER IN ACCORDANCE WITH THE FOLLOWING TABLE (VERIFY AGAINST MUNICIPLE REQUIREMENTS): CHLORINE REQUIRED TO PRODUCE 25 MG/L CONCENTRATION IN 100 FT. OF PIPE BY DIAMETER 100 PERCENT 1 PERCENT PIPE SIZE CHLORINE CHLORINE SOLUTIONS IN. LB. GAL. 6 0.030 0.36 8 0.054 0.65 12 0.120 1.44 NOTE: 1 % SOLUTIONS REQUIRE 1 POUND OF SODIUM HYPOCHLORITE IN 8 GAL OF WATER 5. PRODUCT DETERIORATION MUST BE CONSIDERED IN COMPUTING THE QUANTITY OF SODIUM HYPOCHLORITE REQUIRED FOR THE DESIRED CONCENTRATION. 6. CHLORINE -WATER SOLUTION SHALL BE INTRODUCED INTO THE WATER MAIN WITH A GASOLINE OR ELECTRICALLY POWERED CHEMICAL FEED PUMP DESIGNED FOR FEEDING CHLORINE SOLUTIONS, FEED LINES SHALL BE OF SUCH MATERIAL AND STRENGTH TO PERMIT THEM TO WITHSTAND SAFELY THE MAXIMUM PRESSURE THAT MAY BE CREATED BY PUMP. ALL CONNECTIONS SHALL BE CHECKED FOR TIGHTNESS BEFORE HYPOCHLORITE SOLUTION IS APPLIED TO MAIN. 7. THE CONTRACTOR SHALL FURNISH AND INSTALL A CORPORATION STOP JUST DOWNSTREAM FROM THE NEWLY INSTALLED GATE VALVE OR AS OTHERWISE SHOWN ON DRAWINGS OR APPROVED BY THE ENGINEER. 8. GENERALLY, THE FOLLOWING PROCEDURE SHALL BE USED TO DISINFECT THE NEW MAIN. THE CONTRACTOR SHALL HOWEVER, REVIEW THEIR PROPOSED PROCEDURES WITH THE ENGINEER AT LEAST 48 HOURS PRIOR TO START OF DISINFECTION. ALL DISINFECTION PROCEDURES MUST BE APPROVED BY THE ENGINEER BEFORE DISINFECTION STARTS. A. ALL GATE VALVES AND HYDRANTS MUST BE CLOSED. THE NEW MAIN SHOULD ALREADY BE FULL OF WATER FORM THE HYDROSTATIC TESTS; IF NOT, IT SHALL BE FILLED. B. MIX CHLORINE -WATER SOLUTION IN 55 GALLON DRUMS; CONNECT FEED LINE TO PUMP AND NEW MAIN. C. OPEN GATE VALVE ON THE HYDRANT LEAD OF END HYDRANT; THEN OPEN HYDRANT FULLY. (NOTE: HYDRANT MUST ALWAYS BE EITHER FULLY OPENED OF FULLY CLOSED. THE HYDRANT FLOW MAY BE CONTROLLED BY THROTTLING THE GATE VALVE ON THE HYDRANT LEAD). D. START PUMPING CHLORINE -WATER SOLUTION INTO WATER MAIN; THEN OPEN UPSTREAM GATE VALVE SLOWLY UNTIL FLOW FROM HYDRANT IS PROPORTIONATE TO THE AMOUNT OF CHLORINE -WATER SOLUTION BEING PUMPED (30 PARTS WATER TO 1 PART CHLORINE -WATER SOLUTION). IF A WATER METER IS NOT AVAILABLE, DISCHARGE RATE MAY BE DETERMINED BY USING EITHER A PITOT GAUGE IN THE DISCHARGE OR BY MEASURING THE TIME TO FILL A CONTAINER OF KNOWN VOLUME (SUCH AS A 55 GAL. BARREL). THE PUMPING RATE CAN BE DETERMINED BY MEASURING THE DROP IN LIQUID LEVEL IN A GIVEN LENGTH OF TIME. (NOTE: A STANDARD 55 GALLON STEEL BARREL CONTAINS 19.75 GAL FT OF DEPTH OR 1.64 GAL/IN OF DEPTH). E. AFTER HYDRANT FLOW AND PUMPING RATE HAVE BEEN ADJUSTED, MAINTAIN A CONSTANT FLOW SO THAT CHLORINE CONCENTRATION IN THE MAIN IS MAINTAINED AT A MINIMUM OF 25 PPM. F. PERIODICALLY CHECK HYDRANT DISCHARGE FOR CHLORINE CONCENTRATION BY USING A FIELD CHLORINE RESIDUAL TEST KIT. MAINTAIN HYDRANT DISCHARGE AND PUMPING RATE UNTIL THE MINIMUM CHLORINE CONCENTRATION OF 25 PPM HAS BEEN ACHIEVED THROUGHOUT THE ENTIRE MAIN DISINFECTED. G. AFTER THE REQUIRED CONCENTRATION HAS BEEN ACHIEVED, ALL VALVES AND HYDRANTS ON THE MAIN LINE BETWEEN THE UPSTREAM GATE VALVE AND THE DISCHARGE HYDRANT SHALL BE OPERATED IN ORDER TO DISINFECT THE INTERNAL APPURTENANCES. DO NOT OPERATE ANY GATE VALVE THAT IS LOCATED ON A CONNECTION TO AN EXISTING WATER MAIN THAT IS IN SERVICE. 9. AFTER THE CONTRACTOR HAS TAKEN A WATER SAMPLE AND VERIFIED THE MINIMUM 25 PPM CHLORINE CONCENTRATION, UNDER WITNESS BY THE ENGINEER, THE CONTRACTOR SHALL RETAIN THE CHLORINATED WATER IN THE MAIN BY THE FOLLOWING METHOD: A. FIRST, CLOSE THE UPSTREAM GATE VALVE. B. SECOND, CLOSE THE DISCHARGE HYDRANT. C. THIRD, SHUT OFF THE PUMP. 10. CHLORINATED WATER SHALL REMAIN IN THE MAIN FOR A MINIMUM OF 24 HOURS. 11. IF THE CHLORINE RESIDUAL IS LESS THAN 10 PPM AT THE END OF THE 24 HOURS, REPEAT SYSTEM TREATMENT. 12. ANY SECTION OF PIPE, VALVES OR FITTINGS, INCLUDING TAPPING SLEEVES AND VALVES WHICH ARE INSTALLED OUTSIDE THE LIMITS OF THE SYSTEM SUBJECTED TO THE CHLORINATION PROCEDURES SPECIFIED ABOVE, SHALL BE SPRAYED OR SWABBED WITH A 1% HYPOCHLORITE SOLUTION PRIOR TO INSTALLATION. 13. AFTER THE CONTRACTOR HAS TAKEN A WATER SAMPLE AND VERIFIED THE MINIMUM 10 PPM CHLORINE RESIDUAL, UNDER WITNESS BY THE ENGINEER, CONTRACTOR SHALL THOROUGHLY FLUSH CHLORINATED WATER FROM THE MAIN BY THE FOLLOWING METHOD: A. FIRST, OPEN THE DISCHARGE HYDRANT. B. SECOND, OPEN THE UPSTREAM GATE VALVE. C. THIRD, OPEN ANY HYDRANTS ON THE MAIN LINE TO REMOVE ALL CHLORINATED WATER FROM THE HYDRANT LEADS. 14. FLUSH THE MAIN WITH POTABLE WATER IN SUCH A MANNER THAT DOES NOT ADVERSELY AFFECT FISH, PLANT, OR ANIMAL LIFE. 15. THE QUANTITY AND LOCATION OF WATER SAMPLES TO BE TAKEN SHALL BE DETERMINED BY THE ENGINEER. 16. WATER SAMPLES SHALL BE TAKEN BY THE CONTRACTOR IN STERILIZED BOTTLES. 17. ANALYZE WATER SAMPLES IN ACCORDANCE WITH STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER, 14TH EDITION, PUBLISHED BY AMERICAN WATER WORKS ASSN., 6666 WEST QUINCY AVE., DENVER, CO 80235. 18. IF A BACTERIOLOGICAL TEST PROVES THE WATER QUALITY TO BE UNACCEPTABLE; REPEAT SYSTEM TREATMENT. 19. IF A BACTERIOLOGICAL TEST PROVES WATER TO BE ACCEPTABLE; REMOVE FEED LINE AND CORPORATION STOP. CORPORATION STOP WILL BE REPLACED WITH A THREADED BRASS PLUG UNLESS OTHERWISE DIRECTED BY ENGINEER. 20. SAMPLES MUST BE BACTERIOLOGICALLY SAFE BEFORE WATER MAIN IS PLACED IN SERVICE. Engineering Design Planning ci P1 Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR KAYDEROSS AVE WEST LL 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 Z co Uj to 2 CO00 N N a O LW IIJ W IJ.I Z W Z 0 W W Z _ U) cn a W cn cn 0 0 W W 0 0 Q Q r r Cl) ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE I IN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE, REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT WATER DETAILS GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�505 SHEET 14 OF 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY. UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, O IJ� I O O O N O O N O C < L (D 7f Cn U) n Q) > d U) O a1 0 O O ~ ON LLJ t® v'In N O I- ON N o U N � Qr I <t < . LL.J 4" PVC SDR-3. SOLID PIPE FR01' VALVE BOX. SLOPI Q A" PER F1 DISTRIBUTION BOX (TYP) PERMEABLE GEOTEXTILE FABRIC ADDITIONAL TOPSOIL PLACED OVER BED TO ACCOMMODATE SETTLING 75' 4" DIA. SDR 35 PVC GRAVITY SEWER WITH PERFORATIONS AT BOTTOM. SLOPE PIPE AND TRENCH BOTTOM 1 /16"/FT. TO 1 /32"/FT. - m� _ TOPSOIL F�? SETTLING IMPORTED FILL x W 2 Eo > 100 Q NYSDOT #2 WASHED CRUSHED STONE /, / r ! r ! ! ! r ! .� \ Z,r ! A \\ \\ \\\ \\ \\ �\ \1\\' EXISTING \ \!\ \ \ \ \ \ \ \ \ \ \ \ \ !!\!6 ! /i�rr !! J. rid I / %\\\\!\\r\��\\l\\\%\, G R 0 U N D \\fi\ \!\�\ r\`fir\\\\\\,.\, \,\�'��ti r �},r / r !�! ;� r� !r/%j`/' r/ 1.� 1, .. ✓! ! / ///i!�!!!! !! ! � � //\!!\!!��/ \ \\ \ \ \ \ \\ f ! ! � IF TOP OF TANK HAS GREATER THAN 12" OF COVER PROVIDE CONCRETE EXTENSION COLLAR AND C.I. FRAME & COVER TO GRADE COVER 12" MIN. NOTES: 1. IMPORTED BACKFILL SHALL BE TOPSOIL OR NATURAL RUN OF BANK SAND OR GRAVEL FREE OF ORGANIC MATERIAL AND ELONGATED PARTICLE AND HAVE A MAX PARTICLE SIZE OF 3/4". ABSORPTION BED DETAILS �10 SCALE: NOT TO SCALE WATERTIGHT/ 3 LOCKING FINISHED CAST IRON (-FINISHED MH COVER C-S10 LOCATION STAKE WATERPROOF CEMENT CO - MORTAR CONCRETE BLOCK & MORTAR INLET INLET INVERT 3" l ABOVE OUTLET yl OUTLET INVERT ,w _ CAULKEDLj 1 �1.0CAULKED JOINT JOINT F 1: LEVEL z �`' EFFLUENT SANITARY i FILTER 0 o TEE SANITARY {j Ly 'j TEE _ 11 „J» 4_ _- - V) SECTION VIEW AA CRUSHHEE DOTD STONE 24" DIA.(TYP) INLET FROM BUILDIN OUTLET TO HOLDING TANK NOTE: PLAN VIEW 1. SEPTIC TANKS SHALL BE AS MANUFACTURED BY THE FORT MILLER CO. OR APPROVED EQUIVALENT. 2. DIMENSIONS SHOWN ARE PER STRUCTURES MANUFACTURED BY FORT MILLER CO. SIZE OVERALL OVERALL OVERALL SLAB WALL LIQUID INLET OUTLET BAFFLE GALLONS HEIGHT WIDTH LENGTH THICKNESS THICKNESS LEVEL HEIGHT HEIGHT "B" „H» Os „S„ „ J„ „L„ "ill »O„ 1200 5-5" 6'-0" 11'-0" 6" 6" 3'-3" 4'-3" 4'-0' 7'-6" 1-- 2 CONCRETE SEPTIC TANK C-510 SCALE: NOT TO SCALE NOTES: OPSOIL FOR SE - TOP SOIL (0��,.PUSH-01` NYSDOT #2 WASHED CRUSHED STONE -IN x j N ? 7 o I z bO N w RAKE BOTTOM AND SMEARED SIDEWALLS /'�°/ f/ GROUNDWATER, rlll- BEDROCK, OR IMPERMEABLE SOIL PUMP CONTROL PANEL 4" SCHEDULE 40 RISER W/BIOVENT (BVC418F) BY EZ VENT, LLC W/4" BIOV418 CARTRIDGE IF TOP OF TANK HAS GREATER THAN 12" OF COVER PROVIDE CONCRETE EXTENSION COLLAR AND C.I. FRAME & COVER TO GRADE RETAIL BUILDING - PUMP CALCULATIONS 1. STATIC HEAD DISCHARGE ELEVATION (AT D-BOX) =265.50 PUMP CHAMBER BOTTOM (PUMP OFF) =257.66 7.84 SH 2. EQUIPMENT PIPE LENGTH (1-1/2 0 PIPE) QUANTITY FITTING EG, LENGTH TOTAL 3 ELBOW (90') 8.0 24.0 2 ELBOW (45') 3.0 6.0 1 CHECK VALVE 13.0 13.0 1 GATE VALVE 1.1 1.1 2 COUPLING 1.0 1.0 3. FORCE MAIN LENGTH (1-1/2 0 PIPE) =18 FT 4. TOTAL EQU. PIPE LENGTH II. + III. =62.1' TEL 5. PUMP RATE =30 GPM 6. PIPE FRICTION HEAD: PER 100 FT (62.1 FT / 100 FT) x5.2 =3.2 FH 7. TOTAL DYNAMIC HEAD TEL x FH -- -- + SH =9.8 TD 100 8. PIPE VELOCITIES: V=Q/A=(30GPMx0.0022)/(7T(0.06252)) =5.4 FPS 9. PUMPING VOLUME: LxWxH 5' x 10' x 0.25' x 7.48 GAL/FT =93.5 GAL 1-1 /2"0: 9' x 0.1 GAL/FT =0.9 GAL 4"0: 230' x 0.65 GAL/FT =150 GAL 0.9 GAL + 0.75 x 195 GAL =112 GAL FINISHED C,RAQ� LOCKABLE MANHOLE COVER (EJ CAMPRESSION ASSEMBLY OR APPROVED EQUIVALENT) TANK RISERS 1" JOINT SEALANT (TYP) -ADAPTER SLAB IF APPLICABLE SEPTIC TANK WATERTIGHT SEPTIC TANK 3 RISER WITH LOCKABLE COVER C-5101 SCALE: NOT TO SCALE 12" MIN.f"" 11110. Pt V M2 . CAULKED MAX. UXV.-281.28' JOINT RESERVE VOLUME-90 G.L ALARM=258.57' ALAAM-258.83' PUMP ON=258.33' PUMP ON-258A7' PUMP OFF-255.82' PUMP OFF-258.08' PUMPING SYSTEM & PUMPING CONTROL Jt-'ItUI1-IlL;A I IVIVJ: 1. PUMPS AND CONTROL EQUIPMENT - SHALL BE AS MANUFACTURED BY ZOELLER PUMPS MODEL 151 OR EQUAL AND THE DOSING CHAMBER SHALL INCLUDE A 4 HP SUBMERSIBLE PUMPS SUITABLE FOR SEWAGE EFFLUENT PUMPING, CAPABLE OF PUMPING ® 30 GPM WITH 10 TDH. 2. PIPING SYSTEM AND VALVES - PUMP DISCHARGE PIPING SHALL BE PVC AND INSTALLED AS SHOWN ON THE PLANS. THE SHUT OFF VALVES (GATE VALVES) SHALL BE INSTALLED AS SHOWN. DISCHARGE PIPES SHALL BE SEALED IN PUMP CHAMBER WALLS WITH "LINK -SEAL" WALL SLEEVE, OR OTHER APPROVED SLEEVE SYSTEM OR APPROVED EQUAL. OUTSIDE THE STATION THE PIPES SHALL BE 1.5" DIAMETER SDR-26 PVC WITH THE PROPER ADAPTER INSTALLED BETWEEN MATERIAL CHANGES. 3. PUMP LEVEL CONTROL EQUIPMENT - SHALL CONSIST OF TWO (2) MERCURY FLOAT SWITCH LEVEL CONTROLS INSTALLED AT ELEVATIONS AS SHOWN ON PLANS. THE SWITCHES SHALL BE EZCONNEX' OR EQUAL WITH A RATING OF 12 AMPS AT 115 VOLTS, POTTED IN A SOLID POLYURETHANE FLOAT WITH HEAVY NEOPRENE JACKET, POWER CORD #16, FLEXIBLE, SJO OILPROOF, 300 VOLT. SPACE CORDS APART TO AVOID TANGLING. 4. CONTROL PANEL - THE PANEL SHALL BE MOUNTED ON THE ADJACENT PANEL BOARD WITH OVERHANG PROTECTION INSIDE A WEATHER TIGHT ENCLOSURE OR BUILDING AND SHALL BE A NEMA 4X ENCLOSURE FACILITATED FOR FLOAT CONTROLS AND PUMP ON -OFF CONTROL TIMERS. THE PANEL WILL HAVE A LOCK HASP WITH DOOR FASTENERS AND CONTAIN THE FOLLOWING EQUIPMENT SIZED FOR THE PUMPS SPECIFIED ABOVE. 257.66 257.16 5. CONTROLS: THE PANEL SHALL BE EQUIPPED WITH THE SECTION VIEW A -A 12 NYSDOT #2 FOLLOWING CONTROLS: RUNNING TIME METER (ETM'S), FLASHING 4 HP EFFLUENT CRUSHED STONE RED LIGHT ON HIGH WATER LEVEL; HAND, OFF AND AUTOMATIC PUMP SWITCHES, CIRCUIT BREAKERS, AND ON AND OFF LIGHTS. 11 CONTROL PANEL SHALL HAVE A GENERATOR RECEPTACLE FOR 2" CONDUIT TO PUMP CONTROL PANEL 4 WATERTIGHT/ LOCKING CAST IRON MH COVER C_511 BALL VALVE WITH QUICK FINISHED CONNECT COUPLING GRADE WATERPROOF CEMENT MORTAR CONCRETE BLOCK & MORTAR - z t� SECURE DISCHARGE PIPE TO WETWELL WITH STAINLESS STEEL PIPE STRAP AND DRILLED IN MASONRY ANCHORS. (SPACE `: ~ MAX. 18" O.C. AS NECESSARY) Ir I + 1" HDPE DR11 OUTLET CAULKED -' JOINT FLOAT (TYP) DOSE VOLUME-93.8 CAL EMERGENCY POWER TRANSFER. 6. PUMP: 6.1. INSTALL (1) SUBMERSIBLE ZOELLER PUMPS, AS DESCRIBED ABOVE, WITH FITTINGS AS SHOWN ON PLANS. 24" DIM. OUTLET TO 6.2. PUMP DISCHARGE PIPES SHALL BE 1.5" PVC WITH 1.5" INLET , DISTRIBUTION BOX BALL CHECK VALVE, 1.5" GATE VALVE, AND A 1.5" PVC 1 DISCHARGE LINE TO SUBSURFACE ABSORPTION BEDS VIA ' DISTRIBUTION BOX. FROM TANK 7. ELECTRICAL: 2" DIM. 1 A 7.1.ON/OFF PUMP WATER LEVEL SWITCHES SHALL BE MERCURY " - J FLOAT TYPE INSTALLED FROM A MOUNTING BRACKET AT 4DIM. J / A ELEVATIONS SHOWN ON PLANS, TO ALLOW THE APPROXIMATE PUMPING CAPACITY BETWEEN PUMPING CYCLES, AS FOLLOWS: NOTE: PLAN VIEW DOSING CHAMBER: 310 GALS 1. SEPTIC TANKS SHALL BE AS MANUFACTURED BY THE FORT MILLER CO. OR APPROVED EQUIVALENT. 8. HIGH LEVEL WATER GUARD ALARM (S-12 AB/1/3 NEMA1) 2. DIMENSIONS SHOWN ARE PER STRUCTURES MANUFACTURED BY FORT MILLER CO. SHALL BE INSTALLED WITH SOUND ALARM. INSTALL WATERPROOF ELECTRICAL CONDUIT TO POWER CENTER BOARD. INSTALL WATERPROOF PVC JUNCTION BOX OUTSIDE TANK. LOCATE HIGH SIZE OVERALL OVERALL OVERALL SLAB WALL LIQUID INLET OUTLET BAFFLE GALLONS HEIGHT WIDTH LENGTH THICKNESS THICKNESS LEVEL HEIGHT HEIGHT "B" „H„ »W„ „OL„ »S„ » J„ „L„ „I„ „O„ 1200 5'-5" 6'-0" 11'-0" 6" 6" 3'-3" 4'-3" 4'-0" 7'-6" WATER LEVEL ALARMS, LIGHTS, CIRCUIT BREAKERS AND SWITCHES ON POWER CENTER BOARD. PUMPS AND ALARMS MUST BE PROVIDED SEPARATE CIRCUITS. 9. A LICENSED PROFESSIONAL ENGINEER IS TO CERTIFY THE PUMP CHAMBER INSTALLATION AND TESTING. CONCRETEDOSING CHAMBER 10. INSTALLATION OF ALL ELECTRICAL COMPONENTS SHALL BE IN SCALE: NOT TO SCALE CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL C-510 ELECTRICAL CODE. STATION SETTING ELEVATION HEIGHT OFF BOTTOM ON 259,00' 1.75' OFF 258.00' 0.75' # 1 ALARM 259.50' 2.25' 1. CONTROL PANEL - THE PANEL SHALL BE SJE RHOMBUS MODEL HINGED FRAME AND COVER MOUNTED ON AN ADJACENT PANEL BOARD WITH 122 DUPLEX PUMP PATTERN #7648 WITH TYPE OVERHANG PROTECTION INSIDE A WEATHER TIGHT CONTROL PANEL. PUMP A-CAMLOCK AS MANUFACTERED -\ ENCLOSURE OR BUILDING AND SHALL BE A NEMA UNIT & CONTROL BY CAMPBELL FOUNDRY, CO. OR 4X ENCLOSURE FACILITATED FOR FLOAT CONTROLS PANEL SHALL BE ON EQUAL. MUST BE WATER TIGHT AND PUMP ON -OFF CONTROL TIMERS. SEPARATE CIRCUITS RISER WITH LOCKABLE COVER. 2. CONTROLS: THE PANEL SHALL BE EQUIPPED JUNCTION BOX, FLUSH WITH WITH THE FOLLOWING CONTROLS: RUNNING TIME PAVED AREA. PROVIDE HEAVY METER (ETM'S), FLASHING RED LIGHT AND AUDIO DUTY COVER. ALARM ON HIGH WATER LEVEL; ALTERNATING PUMP CONTROLS; HAND, OFF AND AUTOMATIC SWITCHES, CIRCUIT BREAKERS, AND ON AND OFF LIGHTS. CONTROL PANEL SHALL HAVE A GENERATOR (2) -1" RGS CONDUITS TO RECEPTACLE FOR EMERGENCY POWER TRANSFER. PUMP CONTROL PANEL. 30"X 36" PRECAST OPENING IN CONCRETE COVER. ORIENT SUCH THAT LONG AXIS IS PARALLEL TO DISCHARGE PIPE RECEPTACLE AND PLUGS FOR MOTOR POWER CORDS. PRECAST MANHOLE SECTIONS BY 5' I.D. FORT MILLER CO. OR EQUAL CONDUIT SEALING FITTING MANHOLE CONDUIT SEAL LIMIT OF CONCRETE FILLET FOR CONDUIT PENETRATION 4" DIA. PRECAST HOLE AND LINK SEAL ASSEMBLY TYP. BUTYL JOINT SEALANT (TYP)1/4" WEEP HOLE- (1) CONDUIT FOR 1.5" PVC SCH 80 SPOOL PIECE 4" DIA. PRECAST HOLE AND MOTOR POWER THREADED X THREADED END FLEXIBLE RUBBER BOOT REEPTACLE INV IN=260.00' POWER AND CONTROL WIRING 6 PVC SDR 26 FEMALE ADAPTOR INSTALL BITUMINOUS CORROSION JUNCTION BOX RESISTANT COATING APPLIED AS CLOSE AS POSSIBLE TO WALL O TO INTERIOR SURFACES 10' 1.5" HD DR 11 DISCHARGE PIPE CHECK VALVE MAX Q LEVEL SWITCHES O 2"PVC GRAVITY VENT LOCATED HIGH LEVEL ALARM 18" UM FURTHEST POINT FROM BUILDING PUMP OFF SUBMERSIBLE PUMP =' . (6) CONDUITS. (4) 4" DIA PRECAST HOLE AND HYDROMATIC MODEL FOR LEVEL SWITCH LINK SEAL ASSEMBLY (TYP) OSP50 CAPABLE OF 28- CORDS. (2) FOR FABRICATED ALUMINUM SUPPORT ANGLES GPM C�? 20' TDH=�v'.=;: X. OPTIONAL MOTOR -----� CONTROL CORDS. 12" SAND OR PEA GRAVEL 4" DIA PRECAST HOLE & "A"X `` "' D 3 FLEXIBLE RUBBER BOOT 1,-O„ ig Board under authority of a resolution 4" PVC FROM SEPTIC TANK REFER TO SITE PLAN FOR ACTUAL ORIENTATION (�5 DUPLEX PUMP STATI O N /D / /tl 12- 5 C-510 SCALE: NOT TO SCALE DO NOT USE ELBOW. BEND CONDUIT 90° NO MECHANICAL JOINT OR FITTINGS ARE PERMITTED BETWEEN -THE SEALING FITTING AND THE POINT AT WHICH THE CONDUIT LEAVES THE EFFLUENT PUMP STATION. -CONDUIT SEALING FITTING, TYPICAL. -STAINLESS STEEL SUPPORT. SUPPORT CORDS USING KELLUM TYPE GRIPS. f__ COIL EXTRA LENGTHS OF LEVEL SWITCH AND MOTOR CONTROL CORDS PER 5/SD5 BOND #12 INSULATED WIRE FLEXIBLE GROUND TO ACCESS F HATCH FRAME, VENT PIPE AND ALL METALLIC OBJECTS 4" SCHEDULE 40 RISER W/BIOVENT (BVC418F) BY EZ VENT, LLC W/4" BIOV418 CARTRIDGE R_ FINISHED GRADE PITCH O 1 /8" PER FOOT MIN. (TYP) SECURE VENT PIPE TO OUTSIDE CONIC WET i� WELL WITH STAINLESS STEEL PIPE STRAP AND DRILLED IN MASONRY ANCHORS Nz TOP OF FRAME GRADE RINGS AS t-� NECESSARY TOP OF LID PRECAST COVER ' MOUNTING POINT FOR OPTIONAL GUIDE RAIL AND DISCONNECT SYSTEM U) z O U bi >_ LINK SEAL ASSEMBLY V) 1.5"DIA. PIPE PULL ROD TO w DISCONNECT (OPTIONAL GUIDE RAIL w AND DISCONNECT SYSTEM PATTERN m z #SPDS8 BY MARTINSON OR EQUAL) I- Q jk INV OUT=260.00' a LINK SEAL w 1.5" DISCHARGE PIPING aa- DISCONNECT SF70X (2") BY MARTINSON OR EQUAL 1.5" GATE VALVE WITH EXTENSION o AND FABRICATED ALUMINUM o Ld SUPPORT ANGLES TO SUPPORT z Q VALVE EXTENSION STEM m SECURE DISCHARGE PIPE TO w O WETWELL WITH STAINLESS STEEL _ PIPE STRAP AND DRILLED IN Q MASONRY ANCHORS. (SPACE MA>�] oz _t 18" O.C. AS NECESSARY) � o ._ 00 INSIDE BOTTOM CONCRETE FILLET APPLY BONDING AGENT EXISTING RESTURANT- PUMP CALCULATIONS 1. STATIC HEAD DISCHARGE ELEVATION (AT D-BOX) =264.00 PUMP CHAMBER BOTTOM (PUMP OFF) =257.25 6.75 SH 2. EQUIPMENT PIPE LENGTH (1-1/2 0 PIPE) QUANTITY FITTING EG. LENGTH TOTAL 3 ELBOW (90°) 8.0 24.0 2 ELBOW (45') 3.0 6.0 1 CHECK VALVE 13.0 13.0 1 GATE VALVE 1.1 1.1 2 COUPLING 1.0 1.0 3. FORCE MAIN LENGTH (1-1/2 0 PIPE) =30 FT 4. TOTAL EQU. PIPE LENGTH II. + III. =75.1' TEL 5. PUMP RATE =30 GPM 6. PIPE FRICTION HEAD: PER 100 FT (75.1 FT / 100 FT) x5.2 =3.9 FH 7. TOTAL DYNAMIC HEAD TEL x FH -- -- + SH =9.7 TD 100 8. PIPE VELOCITIES: V=Q/A=(30GPMxO.0022)/(7(0,06252)) =5.4 FPS 9. PIPE VOLUME: PIPE LENGTH=305 LF (EACH BED) 305 FT * 0.65 GAL/FT=198 GAL 10. PUMPING VOLUME REQUIRED: 198 GAL x 0.75= 148 GAL PUMPING VOLUME PROVIDED: 5 x 3.14 x 1.25 x 7.48GAL/FT=147 GAL Engineering Design Planning G P1 Construction Inspection Greenman -Pedersen, Inc.. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPAREDFOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 z W � 2 C 00 N 0. 0 W r IIJ W Uj Z w z 13 W W > Z _ Cn U 0 0Q W W 0 � a r Cn Of N LU � � O �'xcstetoa� ? 0 093733 F� AROFFES IONP� b ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE I IN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY J E M CHECKED BY RJT SANITARY DETAILS GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�51 0 SHEET C OF 17 THE ALTERATION OF THIS DOCUMENT IN ANYWAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. U) C) a� 0 0 L0 C.7 0 CQ 0 0 O v a� Cn U) D Q_ N < U) U) O Y 0 � ® W N _ Lc7'In N ® C) C N N L_ 0 �.. <L <` W Cy SEPTIC SYSTEM SECTION DESIGN GALGULATIVNS-SYSTEM 91: ITEM - DESCRIPTION PROPOSED SEPTIC SYSTEM DESIGN INFORMATION SYSTEM #1 A) PROPOSED F.F. ELEVATION 269.40 B) GROUND ELEVATION ® INV. OUT OF BLDG 265.66 C) INV. OUT OF BUILDING 260.16 D) LENGTH AND SLOPE (TO SEPTIC TANK) 10 LF © 5.0% F) INV. IN ® SEPTIC TANK 259.66 G) INV. OUT ® SEPTIC TANK 259.40 H) GROUND ELEVATION ABOVE SEPTIC TANK 264.00 1) LENGTH AND SLOPE (TANK TO PUMP) 5 LF @ 5.0% J) INV. IN @ DOSING TANK 259.15 K) INV. OUT @ DOSING TANK 258.90 L) LENGTH (PUMP TO D-BOX) 18 LF M) INV. IN D-BOX 263.50 N) INV. OUT D-BOX 263.25 0) GROUND ELEVATION ABOVE D-BOX 265.00 w z J IY w IZ O Of n NOTE: SEE SITE PLANS FOR SYSTEM LAYOUT/LOCATION. DESIGN FLOW = 0.1 GPD/SF*4,000 SF=400 GPD (BASED ON THE "NEW YORK STATE DESIGN STANDARDS FOR INTERMEDIATE SIZED WASTEWATER TREATMENT SYSTEMS" TABLE B-3) PERCOLATION RATE = 56 MINUTES APPLICATION RATE = 0.45*0.75=0.34 GPD/SF (RATE DETERMINED FROM THE NEW YORK STATE DESIGN STANDARDS FOR INTERMEDIATE SIZED WASTEWATER TREATMENT SYSTEMS" TABLE E-1) FOR PERCOLATION RATE OF 16-20 MINUTES PER INCH. - REQUIRED ABSORPTION BED AREA = 400 GPD/0.34 GPD/SF - f1,176 SF REQUIRED BED WIDTH = 1,205 SF/75 FT = ±10.5 LF (MIN) WIDTH PROVIDED PER DESIGN =16 FT*75 FT = 1,200 SF REQUIRED SEPTIC TANK SIZE = 1.5*780 = 1,170 GALLONS SIZE PROVIDED PER DESIGN = 1,200 GALLONS DOSING CALCULATION: TOTAL PIPE VOLUME= 0.653 GAL/FT*230 LF = 150 GAL 75% PER DOSE = 112 GAL PER DOSE. USE 93.5 GAL PER DOSE TO PROVIDE BETWEEN 3 AND 5 DOSES PER DAY. SEPTIC SYSTEM CROSS SECTION DETAIL C-511 SCALE: NOT TO SCALE FRAME AND SOLID COVER NO. R-1568 AS MANUFACTURED BY NEENAH ENTERPRISE, INC. OR APPROVED EQUAL, LABELED "SANITARY SEWER" 18" MAX. CIRCUMFERENTIAL STEEL MIN. AREA PER LINEAR FT. =0.12 SQ. IN. PRECAST CONCRETE- 4500 P.S.1 (TYP) 3 COPOLYMER POLYPROPYLENE C-511 MANHOLE STEP (TYP) 4500 P.S.I CONCRETE STEEL TROWEL SMOOTH 6 MIN \f 6" NYSDOT NO. 2 CRUSHED STONE `�/ BEDDING 8j 2'-6" - MORTAR �- MANHOLE FRAME AND COVER SHALL BE ADJUSTED TO FINAL GRADE USING PRECAST CONCRETE GRADE RING. 4" MIN. 12" MAX w z O U I 12" BETWEEN STEPS ry Lw wry Z w U LJ ry 4' 0 OR AS NOTED < d 8" BENCH TO FIRST STEP 2"/FOOT V ID ■ 5,1 , E:1 z Q O I in Li -- RUBBER ENTRANCE HOLE GASKET IN PLACE OR NEOPRENE BOOT & STAINLESS STEEL BAND CLAMP. ONLY CAST OR CORED OPENINGS ARE ACCEPTABLE. e /2 SANITARY SEWER MANHOLE C-511 SCALE: NOT TO SCALE I II II II I 111 I II II I I II' I II' II I I II' II' 11 I I II' II' II I I II' I III II I I II' II' Il I I II' I II' II I I II' I II' II I I II I II I I 7r- - - t 4 3/4" 6 1 /2" 4 3/4" PLAN 4" I.D. PIPE 11i711 l / \ I it I I Ii it I it li J I II I N 0 1 _,�. _r f� _ it II I II II I I II I II II I I I I N 12 1 /2" CV 12" SAND OR PFA C,RAVFI 1 3/4" 16" 1 3/4" SECTION NOTES: 1. BY KISTNER CONCRETE PRODUCTS INC. OR APPROVED EQUAL. 2. MINIMUM CONCRETE STRENGTH: 4500 PSI 3. TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS 5 OUTLET DISTRIBUTION BOX C-511 CALF: NOT TO SCALE ACCEPTABLE MANHOLE STEPS PATTERN „A„ „B„ „C„ „D„ "E„ STEP LEG RUNG EMBED- RUNG MANUFACTURER NUMBER WIDTH LENGTH CLEAR MENT CLEAR M.A. INDUSTRIES INC* PS2-PF 15 7/16 9 3/8 14 3 3/8 6" M.A. INDUSTRIES INC* PS2-PFS 15 7/16 8 1/2 14 3 3/8 5 1/8' * UK LQU1 VALEN I SEC. "B" A „C„� STANDARD NOTES FOR NON-RESIDENTIAL SEWAGE: THE DESIGN, CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THIS PLAN AND GENERALLY ACCEPTED STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION WHICH INCLUDE: "NEW YORK STATE DESIGN STANDARDS FOR INTERMEDIATE SIZED WASTEWATER TREATMENT SYSTEM", NYSDEC "APPENDIX 75-A, WASTE TREATMENT -INDIVIDUAL HOUSEHOLD SYSTEMS, NEW YORK STATE SANITARY CODE." "RECOMMENDED STANDARDS FOR SEWAGE TREATMENT WORKS, (TEN STATES)." "RECOMMENDED STANDARDS FOR WATER WORKS, (TEN STATES)." "NEW YORK STATE DEPARTMENT OF HEALTH AND ULSTER COUNTY ENVIRONMENTAL HEALTH SERVICES DIVISION POLICIES, PROCEDURES AND STANDARDS." "ULSTER COUNTY AND NEW YORK STATE SANITARY CODES." "NYSDEC SPEDES PERMIT." THIS PLAN IS APPROVED AS MEETING THE APPROPRIATE AND APPLIED TECHNICAL STANDARDS, GUIDELINES, POLICIES AND PROCEDURES FOR ARRANGEMENT OF SEWAGE DISPOSAL . UPON COMPLETION OF THE FACILITIES, THE FINISHED WORKS SHALL BE INSPECTED, TESTED, AND CERTIFIED COMPLETE TO THE NYSDEC BY THE NEW YORK STATE LICENSED PROFESSIONAL ENGINEER SUPERVISING CONSTRUCTION. NO PART OF THE FACILITIES SHALL BE PLACED INTO SERVICE UNTIL ACCEPTED BY THE NYSDEC. IT SHALL BE DEMONSTRATED BY THE CONTRACTOR TO THE DESIGN PROFESSIONAL THAT THE TANK IS SEALED, WATERTIGHT AND ACCEPTABLE FOR USE. THIS SHALL REQUIRE, AT A MINIMUM, THE FILLING OF THE TANK WITH WATER TO OBSERVE IF IT IS IN FACT SEALED, WATERTIGHT AND ACCEPTABLE FOR USE. THE DESIGN PROFESSIONAL SHALL CERTIFY TO THE DC EHSD THAT THE TANK IS SEALED, WATERTIGHT, AND ACCEPTABLE FOR USE. THE TANK MUST ALSO MEET ANY LOCAL TESTING REQUIREMENTS, INCLUDING POSSIBLE ELECTRICAL AND SAFETY STANDARDS. APPROVAL OF ANY PLAN(S) OR AMENDMENT THERETO SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM THE DATE OF APPROVAL. FOLLOWING THE EXPIRATION OF SAID APPROVAL, THE PLAN(S) SHALL BE RE -SUBMITTED TO THE COMMISSIONER OF HEALTH FOR CONSIDERATION FOR RE -APPROVAL. RE -SUBMISSION OR REVISED SUBMISSION OF PLANS AND/OR ASSOCIATED DOCUMENTS SHALL BE SUBJECT TO COMPLIANCE WITH THE TECHNICAL STANDARDS, GUIDELINES, POLICIES AND PROCEDURES IN EFFECT AT THE TIME OF THE RE -SUBMISSION. ALL ONSITE WASTEWATER TREATMENT SYSTEM EXISTING OR APPROVED WITHIN 300 FEET OF THE PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM ARE SHOWN ON THIS PLAN, ALONG WITH ANY OTHER ENVIRONMENTAL HAZARDS IN THE AREA THAT MAY AFFECT THE DESIGN AND FUNCTIONAL ABILITY OF THE ONSITE WASTEWATER TREATMENT SYSTEM. ALL BUILDINGS SHALL BE CONSTRUCTED AT AN ELEVATION HIGH ENOUGH TO ENSURE GRAVITY FLOW TO THE ONSITE WATER TREATMENT SYSTEM. NO CELLAR, FOOTING, FLOOR, GARAGE, COOLER OR ROOF DRAINS AND NO SOFTENER BACKWASH SHALL BE DISCHARGED INTO THE ONSITE WASTEWATER TREATMENT SYSTEM. THERE SHALL BE NO VEHICULAR TRAFFIC OVER THE SEWAGE DISPOSAL SYSTEM. PRIOR TO CONSTRUCTION, THE AREA OF THE SYSTEM SHALL BE STAKED OUT AND FENCED OFF. SEWAGE DISPOSAL SYSTEMS SHALL NOT BE INSTALLED IN WET OR FROZEN SOIL. ALL REQUIRED EROSION & SEDIMENT CONTROL AND STORM WATER POLLUTION PREVENTION WATER QUALITY & QUANTITY CONTROL STRUCTURES, PERMANENT AND TEMPORARY, ARE SHOWN ON THE PLANS. THE AHJ SHALL BE NOTIFIED PRIOR TO THE BACKFILLING OF ANY COMPLETED SDS SO THAT A FINAL INSPECTION MAY BE PERFORMED. THE AHJ SHALL BE NOTIFIED SIXTY DAYS PRIOR TO ANY CHANGE IN USE; USE CHANGES MAY REQUIRE REAPPROVAL BY THE NYSDEC. ALL PROPOSED SERVICE LINES ON THIS PLAN ARE ACCESSIBLE FOR INSTALLATION AND PLACEMENT. NO BUILDINGS SHALL BE OCCUPIED AND THE NEW WATER SYSTEM SHALL NOT BE PLACED INTO SERVICE, UNTIL A "COMPLETED WORKS APPROVAL" IS ISSUED UNDER SECTION 5-1.22(d) OF PART 5 OF THE NEW YORK STATE SANITARY CODE (1ONYCRR5) MATERIALS NOTES: 1. ENVELOPE MATERIAL 1.1. WASHED GRAVEL OR CRUSHED STONE CONSISTING OF DURABLE MATERIAL 3/4 TO 1-1/2 INCHES IN DIA. 2. PIPE MATERIALS 2.1, DISTRIBUTION BOX TO ABSORPTION FIELD: 4 INCH DIA. SOLID P.V.C. SDR35 PIPE WITH GASKETED JOINTS (IN ACCORDANCE WITH ASTM SPEC. 2665) LAID AT A MINIMUM SLOPE OF 1/16 INCH PER 1 FOOT. 2.2. ABSORPTION FIELDS: PVC PERFORATED - TIGHT JOINT FITTINGS, INSIDE DIAMETER OF 4 INCHES INSTALLED LEVEL. 3. DISTRIBUTION BOX 3.1. KISTNER CONCRETE OR EQUAL WITH LIQUID LEVELERS. (SIZE PER PLAN & DETAILS) 4. ACCESS EXTENSION 4.1. 2'-0" I.D. X 4" HIGH, CONCRETE WITH STANDARD LID, FORT MILLER OR EQUAL. 5. ENVELOPE COVER 5.1. UNTREATED BUILDING PAPER (TARPAPER, POLYETHYLENE, ETC. ARE NOT ACCEPTABLE.) SDS NOTES: 1. THERE SHALL BE NO CHANGES ON THIS PLAN IN ADVANCE OF, OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, AND THE AHJ. 2. THERE SHALL BE NO FURTHER SUBDIVISION OF ANY PARCEL SHOWN ON THIS PLAN WITHOUT PRIOR APPROVAL. THIS MAY WARRANT THE SUBMISSION OF ENGINEERING PLANS AND DOCUMENTS. 3. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITION (S) OF: NEW YORK STATE HEALTH DEPARTMENT PUBLICATION(S). (A) RURAL WATER SUPPLY (B) NYCRR PART 75A WASTE TREATMENT" INDIVIDUAL HOUSEHOLD SYSTEMS. 4. NO EXISTING OR APPROVED PROPOSED, WATER SUPPLY AND/OR SEWERAGE FACILITIES OTHER SIGNIFICANT PHYSICAL FEATURES ARE LOCATED WITHIN 200 FEET OF THE PROJECTS LIMITS, EXCEPT AS SHOWN. 5. NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTIONS OF THE SEWERAGE SYSTEM. 6. INSPECTION OF THE SEWAGE DISPOSAL SYSTEM COMPONENTS SHALL BE CONDUCTED BY THE DESIGN ENGINEER. A) PRIOR TO SITE DEVELOPMENT. B) AFTER PRELIMINARY GRADING C) AFTER PLACEMENT OF FILL MATERIAL BY CONDUCTING A PERCOLATION TEST AND OBSERVING FILL MATERIAL IN PLACE AND GRADED. D) PRIOR TO BACKFILL OF PIPING, TANKS, WELLS, SEALS, ETC. E) AFTER FINAL GRADING. 7. LATERALS SHALL BE ORIENTED ON CONTOURS SUCH THAT THE INVERT ELEVATIONS MATCH EXISTING GRADE ELEVATIONS AS MUCH AS POSSIBLE. 8. CONTRACTOR SHALL VERIFY GRADES SHOWN DURING PRELIMINARY CONSTRUCTION STAKEOUT. 9. PRIOR TO EXCAVATING, CALL DIG SAFELY NEW YORK AT 1-800-962-7962. 10. PIPE LINES INTO THE SEPTIC TANK AND DISTRIBUTION BOX SHALL BE GROUTED ON THE INTERIOR AND EXTERIOR OF THE STRUCTURE. " GRADE 60 STEEL REINFORCEMENT „E NOTE: 1. MH STEP DESIGN AND ET INSTALLATION SHALL ® D COMPLY WITH ALL OSHA REGULATIONS. SECTION A 2. CAST IN PLACE OR PRESS FIT ACCEPTABLE. "s_� COPOLYMER POLYPROPYLENE MH STEP C-511 % SCALE: NOT TO SCALE 24" "NEENAH" 13" SQUARE R-7506-E SERIES BOX FRAME AND " LID, OR EQUAL. 11Y2 1 /2" GRASS CLASS "B" CONCRETE 12" P 6„CLEAN OUT W/ SCREW -IN PLUG 10w Q 45° ELBOW 45° ELBOW 72'-0" WYE 2'-0" WYE FL_ _ FLOW FLOW AT BEND IN LINE NOTES: 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-26. 2. TO BE USED FOR GRAVITY PORTION OF SANITARY SYSTEM AS WELL AS THE STORM ROOF DRAINAGE SYSTEM. SEWER CLEANOUT C-511SCALE: NOT TO SCALE TESTING GRAVITY SEWER SYSTEM: 1. CONTRACTOR SHALL INSPECT AND TEST THE INSTALLATIONS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION WHEN WORK IS READY FOR TESTING. AFTER ALL TESTS HAVE BEEN PERFORMED, EVIDENCE OF COMPLIANCE SHALL BE FORWARDED TO OWNER/ENGINEER AND THE AUTHORITY HAVING JURISDICTION PRIOR TO ACCEPTANCE. 2. IT SHALL BE DEMONSTRATED BY THE CONTRACTOR TO THE NYSDEC FIELD INSPECTOR AND/OR DESIGN PROFESSIONAL THAT THE TANK IS SEALED, WATERTIGHT AND ACCEPTABLE FOR USE. THIS SHALL REQUIRE AT A MINIMUM, FILLING THE TANK WITH WATER TO OBSERVE IF IN FACT IT IS SEALED, WATERTIGHT AND ACCEPTABLE FOR USE. THE TANK MUST MEET ANY LOCAL TESTING REQUIREMENTS, INCLUDING POSSIBLE ELECTRICAL SAFETY STANDARDS. 3. THE CONTRACTOR SHALL TEST AND INSPECT FOR ALIGNMENT AND INFILTRATION AND EXFILTRATION OF ALL SANITARY SEWERS AND RELATED UTILITY STRUCTURES. INFILTRATION OR EXFILTRATION OF THE SANITARY SEWER SYSTEM SHALL NOT EXCEED 0.80 GAL/INCH OF INTERNAL PIPE DIAMETER PER 1000' OF PIPELINE PER HOUR WITH A MINIMUM HYDROSTATIC HEAD AT THE TOP OF THE PIPE OF 2 FT, OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, WHEN INFILTRATION OR EXFILTRATION OCCURS IN EXCESS OF ALLOWABLE AMOUNT, DEFECTS SHALL BE LOCATED AND REPAIRED. 4. INFILTRATION LEAKAGE TESTS SHALL BE RUN ON EACH SINGLE MANHOLE -TO -MANHOLE SECTION, OR REACH, INDEPENDENTLY OF ALL OTHER MANHOLE -TO -MANHOLE SECTIONS. A PIPELINE SECTION UNDER TEST SHALL INCLUDE ALL PIPE AND FITTINGS BETWEEN THE TWO MANHOLES PLUS THE UPSTREAM MANHOLE. 5. EACH MANHOLE -TO -MANHOLE SECTION SHALL BE REJECTED OR ACCEPTED BASED ONLY ON RESULTS OF ITS OWN INDEPENDENT SECTION TEST AND NOT ON RESULTS OF ANY ONE TEST RUN SIMULTANEOUSLY OVER MORE THAN ONE CONSECUTIVE MANHOLE -TO -MANHOLE SECTION. THE ONLY EXCEPTION ALLOWED: ACCEPTING SEVERAL CONSECUTIVE MANHOLE -TO -MANHOLE SECTIONS BASED ON ONE COMBINED INFILTRATION TEST INDICATING ZERO INFILTRATION. 6. INFILTRATION TESTS SHALL BE MADE BY INSTALLING A FLOW MEASURING DEVICE IN THE DOWNSTREAM MANHOLE OF SECTION BEING TESTED. TEST DURATION SHALL BE 24 HRS, OR FOR SHORTER PERIOD, PROVIDED A STEADY STATE FLOW CONDITION HAS BEEN ACHIEVED IN THE TEST PERIOD, AND RESULTS PROJECTED TO A 24 HR PERIOD. 7. EXFILTRATION TESTS SHALL BE RUN ON EACH SINGLE MANHOLE -TO -MANHOLE SECTION, OR REACH, INDEPENDENTLY OF ALL OTHER MANHOLE -TO -MANHOLE SECTIONS. A PIPELINE SECTION UNDER TEST SHALL INCLUDE ALL PIPE AND FITTINGS BETWEEN THE TWO MAN -HOLES PLUS THE UPSTREAM MANHOLE. 8. EXFILTRATION TESTS SHALL BE MADE BY MEASURING THE DROP IN WATER ELEVATION IN THE UPSTREAM MANHOLE 24 HRS AFTER INITIAL WATER LEVEL IS RECORDED, INITIAL WATER LEVEL IN UPSTREAM MANHOLE SHALL BE 2 FEET HIGHER THAN EITHER THE TOP OF PIPE OR GROUNDWATER ELEVATION AT THE DOWNSTREAM MANHOLE. ANY MANHOLE -TO -MANHOLE SECTION UNDERGOING AN EXFILTRATION TEST MUST HAVE THE NEXT ADJACENT SECTIONS, BOTH UPSTREAM AND DOWNSTREAM, DRY AND NOT UNDER TEST. THIS PROCEDURE MINIMIZES HYDROSTATIC PRESSURE PLACED ON STOPPERS, PLUGS, AND END CAPS, 9. LOW PRESSURE AIR TESTING MAY BE ALLOWED IN LIEU OF EXFILTRATION TESTS ONLY. WHEN SO ALLOWED, TEST SHALL BE PERFORMED UNDER DIRECTION OF ENGINEER ACCORDING TO ASTM F1417. LOW PRESSURE AIR TEST IS A COMPARISON OF THE MEASURED TIME NECESSARY FOR ONE (1) PSIG PRESSURE DROP TO OCCUR, IF AT ALL, WITH MINIMUM ALLOWABLE TIME FOR THAT PRESSURE DROP TO OCCUR DETERMINED BY METHODS INDICATED IN ASTM F1417. IF THE ONE (1) PSIG PRESSURE DROP OCCURS FASTER THAN ALLOWABLE TIME, SECTION IS UNACCEPTABLE, 10. AN AIR TEST SHALL NOT BE RUN UNTIL SECTION OF LINE TO BE TESTED HAS BEEN CLEANED OF ALL FOREIGN MATERIAL BY FLUSHING AND HAS BEEN VISUALLY INSPECTED AND APPROVED BY THE ENGINEER. CERTAIN PIPE MATERIALS PRODUCE MORE CONSISTENT RESULTS WHEN INTERIOR OF PIPE IS WETTED PRIOR TO TESTING. 10. WHERE AIR -TESTING IS TO BE USED FOR LINE ACCEPTANCE, CORROBORATIVE HYDROSTATIC TESTING SHALL BE PERFORMED ON SEWER INSTALLATION OF THE SAME PIPE SIZE, MATERIAL, AND CONDITIONS OF INSTALLATION. SEWER SECTIONS WHICH INDICATE RATES OF AIR LOSS PER UNIT OF SURFACE AREA WHICH MOST NEARLY APPROXIMATE RATE FOR PIPELINE ACCEPTANCE SHOULD BE SELECTED FOR CORROBORATIVE TESTS. AT LEAST 3 SECTIONS ARE TO BE SO TESTED. THE PURPOSE OF THESE CORROBORATIVE TESTS IS TO PERMIT A REASONABLE ASSUMPTION THAT, IF THESE 3 TEST SECTIONS MEET THE HYDROSTATIC TEST, THE BALANCE OF PROJECT ALSO MEETS OR EXCEEDS THESE REQUIREMENTS. IF AIR TEST IS NOT SUPPORTED BY ACCEPTABLE CORROBORATIVE HYDROSTATIC TESTS, COMPLETE HYDRO -STATIC TESTING OF SEWER LINES SHALL BE REQUIRED. 11. WHERE FLEXIBLE PIPE IS USED, CONTRACTOR SHALL TEST ALL MAINLINE PIPE FOR MAXIMUM ALLOWABLE DEFLECTION OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A CIRCULAR STEEL BALL ON SLED 1/16-INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF FLEXIBLE PIPE WHEN DEFLECTED A MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTING OF ANY PIPE SHALL BE DONE NO SOONER THAN 30 DAYS AFTER DATE OF INSTALLATION OF PIPE SECTION UNLESS WRITTEN EXCEPTION. 12. SEWERS SHALL BE LAID WITH STRAIGHT ALIGNMENT BETWEEN MANHOLES. STRAIGHT ALIGNMENT SHALL BE CHECKED EITHER USING A LASER BEAM OR LAMPING. TESTING SHALL COMPLY WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 13. MANHOLES, WHICH CANNOT BE PROPERLY AIR TESTED, SHOULD BE VISUALLY INSPECTED AND LEAKAGE -TESTED USING INTERNAL OR EXTERNAL HYDROSTATIC PRESSURE. LEAKAGE TESTING SHALL COMPLY WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 14. IN AREAS WHERE CONVENTIONAL TESTING IS IMPRACTICAL (I.E. AREAS DESIGNATED BY ENGINEER WHERE EXISTING SERVICES ARE TIED INTO NEW LINE IMMEDIATELY AND ANY BLOCKAGE COULD RESULT IN HEALTH PROBLEMS) NO LINES SHALL BE BACKFILLED UNTIL EACH PIPE SECTION AND CONNECTION IS INSPECTED AND APPROVED, 15. WHERE SEWERS ARE CONSTRUCTED OF PRESSURE -RATED PIPE AND INSTALLED WITH LESS THAN 18 INCHES VERTICAL SEPARATION FROM EXISTING OR PROPOSED WATER MAINS, SEWERS SHALL BE HYDROSTATICALLY TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS. HYDROSTATIC ACCEPTANCE TESTS SHALL BE CONDUCTED AS SPECIFIED FOR TESTING WATER MAINS, EXCEPT THAT TESTING MAY BE PERFORMED WITH THE PIPE SECTION PARTIALLY BACK -FILLED. 16. IF THE ALLOWABLE RATE OF INFILTRATION, EXFILTRATION, OR AIR LEAKAGE IS EXCEEDED, THE CONTRACTOR SHALL LOCATE POINTS OF EXCESSIVE LEAKAGE AND SHALL PROMPTLY CORRECT, REPAIR, AND BRING SYSTEM UP TO THE STANDARD. COSTS OF ALL SUCH REPAIRS AND CORRECTIVE MEASURES, INCLUDING COSTS OF REPEATED TESTS, SHALL BE BORN BY CONTRACTOR, THE SEWER LINE SECTION (INCLUDING MANHOLES AND BUILDING SERVICES) UNDER TEST SHALL NOT BE ACCEPTED UNTIL THESE TEST CRITERIA ARE MET. TESTING LOW PRESSURE SEWER SYSTEM: A. CONTRACTOR SHALL TEST SERVICES IN ACCORDANCE WITH UPC AND AWWA APPLICABLE STANDARDS, FURNISH ALL EQUIPMENT FOR TESTS, AND PERFORM TESTS IN THE PRESENCE OF AND TO THE SATISFACTION OF THE PLUMBING INSPECTOR AND ENGINEER. B. ALL WORK PERFORMED SHALL BE CLEAN, INCLUDING VALVES AND HANDLES THOROUGHLY AND LEFT READY FOR USE. C. TESTING: 1. AFTER INSTALLING AND BACKFILLING THE PIPE, THE CONTRACTOR SHALL TEST IN CONFORMANCE TO AWWA SECTION C600, SECTION 4. 2. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR PROCUREMENT OF WATER PRESSURE AND LEAKAGE TESTING. CONTRACTOR SHALL FURNISH THE NECESSARY LABOR, PUMPS, VALVE, PRESSURE GAUGES, WATER METERS, AND ALL OTHER EQUIPMENT REQUIRED FOR THIS PURPOSE. 3. EACH SECTION OF PIPE SHALL BE SLOWLY FILLED WITH WATER. ALL AIR SHALL BE EXPELLED FROM THE PIPE, BLOW -OFFS, OR ANY TAP (TAPS MUST BE REMOVED AND THE HOLES PLUGGED AFTER ACCEPTANCE) THAT MAY BE NECESSARY FOR THE RELEASE OF AIR FROM THE HIGHEST POINTS. IT SHALL THEN BE SUBJECT TO A STATIC PRESSURE TEST, AT OPERATING PRESSURE, FOR A PERIOD OF EIGHT (8) HOURS, WITH PRESSURE VARIATION NOT TO EXCEED 5 P.S.I. 4. ANY CRACKED OR DEFECTIVE PIPES, FITTING, VALVES, OR APPURTENANCES DISCOVERED IN CONSEQUENCE OF THE PRESSURE TEST, SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR WITH SOUND MATERIAL, AND THE TEST SHALL BE REPEATED TO THE SATISFACTION OF THE ENGINEER. PIPE NOT PASSING THE TEST SHALL BE TAKEN OUT, A NEW GASKET SUPPLIED AND RELAYED. 3"X4" TRANISTION (PVC SCH 40 3X4) 2"X3" TRANISTION (PVC SCH 40 2X3) 1 1 /2" SCH 40 FORCEMAIN FROM PUMP TAN K 6 FORCEMAIN TRANSITION C-511 % SCALE: NOT TO SCALE 10' MIN. TO D-BOX (SLOPE 1.5% MIN. TO D-BOX) NEW 4" DIA. PVC TO D-sox TO D-BOX GPTEngineering Design Planning Construction Inspection • Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 z to W F- to 2 (n co a o w� 3: J >- W W Z > 0 W Z C� L'1 w Uj >_ Z Q (n cn a 0 0 0a w w0 ® FM > >_ Q Q a t v- ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE IN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT SANITARY DETAILS GPI PROJECT/CONTRACT NO.: ALB-2300120.00 C�51 1 SHEET OF16 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. t Cn 0 N i i 0 6 N ow I v U? v > Q Vj 0 v >, 0 BLOWN/PLACED FILTER MEDIA ON UNEVEN GROUND WORK AREA 2"x2%36" WOODEN STAKES PLACED 10' O.C. COMPOST FILTER SOCK (12" TYPICAL) AREA TO BE PROTECTED N `� \JJ\/0JJ\\JJ\\Ji?�`\\J\'\S�J\Jii;.yrti\%�" SECTION � � of WORK AREA o LL_ LL 8' COMPOST FILTER SOCK (12" TYPICAL) TYPICAL TERMINAL END 2%2"x36" WOODEN STAKES PLACED 10' O.C. AREA TO BE PROTECTED PLAN NOTES: 1. COMPOST FILTER SOCKS SHALL BE FILTREXX SILTSOXX OR EQUIVALENT. 2. THE COMPOST FILTER SOCK SHALL MEET THE REQUIREMENTS IN THE NEW YORK STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (MOST RECENT EDITION). 3. THE COMPOST INFILL SHALL MEET THE PHYSICAL PARAMETERS IN TABLE 5.3-COMPOST STANDARDS TABLE. 4. SOCKS MAY BE FILLED AFTER PLACEMENT BY BLOWING COMPOST INTO THE TUBE PNEUMATICALLY, OR FILLED AT A STAGING LOCATION AND MOVED INTO THE DESIGNED LOCATION. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ACCUMULATED SEDIMENT REMOVED WHEN IT REACHES HALF THE ABOVE GROUND HEIGHT. 6. COMPOST FILTER SOCKS SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. UPON STABILIZATION OF THE CONTRIBUTING AREA, THE STAKES SHALL BE REMOVED. THE SOCKS SHALL BE REMOVED BY CUTTING THE MESH AND THE COMPOST SPREAD AS AN ADDITIONAL MULCH TO ACT AS A SOIL SUPPLEMENT. 8. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUN-OFF TO A 12" COMPOST FILTER SOCK ARE: % SLOPE MAXIMUM SLOPE LENGTH(FT) 2 250 5 225 10 125 20 65 25 50 33 40 50 25 COMPOST FILTER SOCK INSTALLATION C-520 SCALE: NOT TO SCALE 13' MIN, 10 MIL ° POLYETHYLENE ❑ ° ° SHEETING 13' I MIN. ❑ ❑ ° ° B LES END TO END ❑ - ID 13 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ANCHOR BALES WITH (2) 2%2%4' STAKES PER BALE CRUSHED STONE AGGREGATE 18" 111 ALL CONCRETI 12" TRUCKS, SHALL WASHOUT HER 7'-0" TO BOTTOM OF THE SIGN 3'-0" MIN SOIL EMBEDMENT MINIMUM 8'X8' BOTTOM PLAN VIEW OF WASHOUT DIMENSIONS BINDING WIRE STRAW BALE (TYP) f18" 10 MIL 24" MIN. t 30" POLYETH YLE E SHEETING (YP) - - - -� 6" MIN DEPTH AGGREGATE ALL AROUND WASHOUT NOTES: SEASONAL HIGF� GROUNDWATER 'TABLE 8' MIN. TVDInAI ecr•TIn02" MIN. EXISTING PAVEMENT BLACK LETTERS ON MOUNTABLE BERM WHITE BACKGROUND (OPTIONAL) GALVANIZED "U" CHANNEL POST 10' FINISHED GRADE 8 SIGN SHALL BE PLACED IN A 8 PROMINENT LOCATION AT WASHOUT AREA WASHOUT SIGN 6" MIN. EMBEDMENT (TYP) r- EXISTING GRADE WOOD STAKE (TYP) 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 100 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC, 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 13 FEET X 13 FEET X 4 FEET DEEP. 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET -VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. "s:) TEMPORARY CONCRETE WASHOUT STRUCTURE �2OSCALE: NOT TO SCALE SLOPE 2 OR 1 LESS SOCKS TO BE SECURED AT / �A CORNERS WITH HOG RINGS f MIN. MIN:'r OR WIRE ALTERNATIVE SLOPE LINEAR SLOPE PROVIDE FULL I INSTALLATION USING A PERIMETER PERIMETER ENCLOSURE i SINGLE SOCK SECURED AS C-52o BARRIER '-" E' ❑'� ° SHOWN NOTES: FOR STRUCTURES NOT I i ❑ ❑ ❑ ❑ ❑ ADJACENT TO A CURB i i ° ° ° ° ° 12" COMPOST 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. CURB OR WING EDGE + ®❑ ❑ ❑ n FILTER SOCK ' i ° ° ° ❑ 0 I 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 V: 2H. 3, UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH A LINEAR EXCESS SOCK MATERIAL PERIMETER BARRIER, THEN STABILIZED WITH VEGETATION OR COVERED. TO BE DRAWN IN AND PLAN SECURE SOCKS TO TIED OFF TO STAKE AT GRATE WITH RUBBER 4. SEE SPECIFICATIONS FOR INSTALLATION OF LINEAR BARRIER. BOTH ENDS TIE DOWNS 4 TEMPORARY SOIL STOCKPILE C-520 SCALE: NOT TO SCALE CURB OR WING EDGE PAVEMENT SECTION CATCH BASIN STRUCTURE GENERAL EROSION AND SEDIMENT CONTROL NOTES: SECTION NOTES: 1. SECURE FILTERSOCK TO GROUND AT BOTH ENDS. 2. INLET PROTECTION SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. 3. SEE COMPOST FILTER SOCK INSTALLATION DETAIL FOR ADDITIONAL NOTES AND SPECIFICATIONS. COMPOST FILTER SOCK 2 INLET PROTECTION DETAIL C-520 / SCALE: NOT TO SCALE Approved by the S og Spr ngs Planning Board under auth rity of a resolution adopted ratZ Chairperson: - e: /0 l` 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE WITH "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL", NOVEMBER 2016. 2. EXCESS SOIL TO BE STOCKPILED WITHIN THE LIMITS OF SITE DISTURBANCE IF NOT USED IMMEDIATELY FOR GRADING PURPOSES. INSTALL SEDIMENT BARRIERS AROUND SOIL STOCKPILES. 3. APPLY SURFACE STABILIZATION AND RESTORATION MEASURES. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS DELAYED, SUSPENDED, OR INCOMPLETE AND WILL NOT BE REDISTURBED FOR 21 DAYS OR MORE SHALL BE STABILIZED WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS CEASED. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS COMPLETE AND WILL NOT BE REDISTURBED SHALL BE STABILIZED AND RESTORED WITH PERMANENT VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS AFTER WORK IS COMPLETE. (SEE SPECIFICATIONS FOR PERMANENT VEGETATIVE COVER). SEEDING FOR PERMANENT VEGETATIVE COVER SHALL BE WITHIN THE SEASONAL LIMITATIONS. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE PERMITTED SEEDING PERIODS. 4. SEEDED AREAS TO BE MULCHED WITH STRAW OR HAY MULCH IN ACCORDANCE WITH VEGETATIVE COVER SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. THE CONTRACTOR IS TO SUPPLY ALL EQUIPMENT AND WATER. 7. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. SEE NOTE 4 3, 6» FILTER CLOTH 5:1 EXISTING GROUND PROFILE EXISTING PAVEMENT -MI 24' MIN EXISTING GROUND 10' PLAN VIEW CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN SIX (6) INCHES. 3. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR FEET (24) FOOT IF SINGLE ENTRANCE TO SITE. 4. LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED " 5 :� CONSTRUCTION ENTRANCE C-520 % SCALE: NOT TO SCALE EROSION AND SEDIMENT CONTROL MEASURES: GENERAL MEASURES: 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE DISCHARGES. 2. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF ENTRY ONTO THE PROJECT SITE. PARTICULAR MEASURES: 1. STABILIZED CONSTRUCTION ENTRANCE UTILIZED DURING CONSTRUCTION, SHALL BE MAINTAINED IN A CONDITION THAT SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE, PERIODIC INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 2. SOIL STOCKPILES: SEDIMENT BARRIERS SHALL BE CONSTRUCTED AROUND ALL STOCKPILES OF FILL, TOPSOIL, AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED FOR PERIODS LESS THAN 21 DAYS. SEDIMENT BARRIERS SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIME AS SAID STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT TO FINAL GRADE AND PERMANENTLY STABILIZED. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON -SITE FOR PERIODS GREATER THAN 21 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING OPERATION, THE STOCKPILED MATERIAL SHALL BE GRADED AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 3. STONE OUTLET SEDIMENT TRAP: A STONE OUTLET SEDIMENT TRAP CONSISTS OF A TRAP FORMED BY EMBANKMENT OR EXCAVATION. THE OUTLET OF THIS TRAP IS OVER A STONE SECTION PLACED ON LEVEL GROUND. THE OUTLET CREST SHALL BE LEVEL, AT LEAST ONE FOOT BELOW THE TOP OF EMBANKMENT AND NO MORE THAN ONE FOOT ABOVE THE GROUND BENEATH THE OUTLET. STONE USED IN THE OUTLET SHALL BE SMALL RIPRAP. TO PROVIDE MORE EFFICIENT TRAPPING EFFECT, A LAYER OF FILTER CLOTH SHOULD BE EMBEDDED ONE FOOT BACK INTO THE UPSTREAM FACE OF THE OUTLET STONE OR A ONE FOOT THICK LAYER OF TWO INCH OR FINER AGGREGATED SHALL BE PLACED ON THE UPSTREAM FACE OF THE OUTLET, MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: PERMANENT AND TEMPORARY VEGETATION: INSPECT ALL AREAS THAT HAVE RECEIVED VEGETATION EVERY SEVEN DAYS. ALL AREAS DAMAGED BY EROSION OR WHERE SEED HAS NOT ESTABLISHED SHALL BE REPAIRED AND RESTABILIZED IMMEDIATELY. STABILIZED CONSTRUCTION ENTRANCE: INSPECT THE ENTRANCE PAD EVERY SEVEN DAYS. CHECK FOR MUD, SEDIMENT BUILD-UP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING WET WEATHER, RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. WASH AND REPLACE STONE AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF -SITE BY VEHICLES. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AS SOON AS THEY ARE NO LONGER NEEDED TO PROVIDE ACCESS TO THE SITE. ►��71�f�i : d�l�� INSPECT FOR DAMAGE EVERY SEVEN DAYS. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP -SLOPE FACE OF THE FENCE BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1 /3 THE HEIGHT OF THE FENCE. IF FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF FENCE IMMEDIATELY. SOIL STOCKPILE: INSPECT SEDIMENT CONTROL BARRIERS (SILT FENCE, HAYBALE, ETC) AND VEGETATION FOR DAMAGE EVERY SEVEN DAYS. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP -SLOPE FACE OF THE SEDIMENT CONTROL BARRIER BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE SEDIMENT CONTROL BARRIER. IF SEDIMENT CONTROL BARRIER TEARS, BEGINS TO DECOMPOSE, OR IN ANYWAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF SEDIMENT CONTROL BARRIER IMMEDIATELY. REVEGETATE DISTURBED AREA TO STABILIZE SOIL STOCK PILE. REMOVE THE SEDIMENT CONTROL BARRIER WHEN THE SOIL STOCKPILE HAS BEEN REMOVED. �1�I►�>�K�lilr�:Zil� SCHEDULE CONSTRUCTION OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED AREAS AT ANY ONE TIME DURING THE COURSE OF WORK. APPLY TEMPORARY SOIL STABILIZATION PRACTICES SUCH AS MULCHING, SEEDING, AND SPRAYING (WATER). STRUCTURAL MEASURES (MULCH, SEEDING) SHALL BE INSTALLED IN DISTURBED AREAS BEFORE SIGNIFICANT BLOWING PROBLEMS DEVELOP. WATER SHALL BE SPRAYED AS NEEDED. REPEAT AS NEEDED, BUT AVOID EXCESSIVE SPRAYING, WHICH COULD CREATE RUNOFF AND EROSION PROBLEMS. EROSION CONTROL BLANKET: INSPECT THE BLANKET EVERY SEVEN DAYS. REPLACE WIRE STAPLES AS REQUIRED. REPAIR AND RESEED WHERE CRACKS AND DAMAGED VEGETATION IS EVIDENT. WHEN DAMAGED BEYOND REPAIR OR NO LONGER FUNCTIONING, THE BLANKET SHALL BE REPLACED. SNOW AND ICE CONTROL: PARKING LOTS, ROADWAYS, AND DRIVEWAYS ADJACENT TO WATER QUALITY FILTERS SHALL NOT BE SANDED DURING SNOW EVENTS DUE TO HIGH POTENTIAL FOR CLOGGING FROM SAND IN SURFACE WATER RUNOFF. USE SALT ONLY FOR SNOW AND ICE CONTROL. EROSION & SEDIMENT INSPECTION & MAINTENANCE SCHEDULE AFTER NECESSARY AFTER STRUCTURE DAILY WEEKLY RAINFALL TO MAINTAIN FUNCTION COMPLETION OF CONSTRUCTION SEDIMENT CLEAN/ BARRIER -- INSPECT INSPECT REPLACE REMOVE MULCHING/ DUST CONTROL INSPECT INSPECT SPRAYING N/A WATER WATERING/ VEGETATIVE ESTABLISHMENT -- INSPECT INSPECT RE -SEEDING/ PERMANENT RE -MULCHING CLEAN/ INLET PROTECTION -- INSPECT INSPECT REPAIR/ REMOVE REPLACE CLEAN/ STABILIZED REPLACE CONSTRUCTION -- INSPECT INSPECT STONE & REMOVE ENTRANCE FABRIC GP1Engineering Design Planning 1 Construction Inspection Greenman -Pedersen, Inc. 80 Wolf Road, Suite 600 Albany, NY 12205 PREPARED FOR 1 KAYDEROSS AVE WEST LLC 1700 SHAWSHEEN STREET 2ND FLOOR TEWKSBURY, MA 01876 z W S 00 a. O W 3 J W W Z W Z C' � W W > Z _ Q U) (n Cn U) 0 0 w w 0 W W 0 0 Q a a� Q t r SSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS ARE I IN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE. REVISIONS 1 NYSDOT COMMENTS 4/25/25 NO. REVISION DATE SITE PLAN REVIEW SET 10/04/24 DRAWN/DESIGN BY JEM CHECKED BY RJT E & S CONTROL DETAILS GPI PROJECT/CONTRACT NO.: ALB-2300120.00 CI. 520 SHEET 7 OF 17 THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.