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20260091 Lexington Rd & Bemis Heights Rd Subdivision Modification BEMIS POINT_SUBDIVISION_06.02.26-S1_FULL SET
1 PROPOSED ROADWAY AND R.O.W. ACOE JURISDICTIONAL WETLAND BOUNDARY (TYP) PROPOSED PROPERTY LINE (TYP) PROPOSED TWO STORY SINGLE FAMILY HOME WITH 2 CAR GARAGE 1,500 SF FOOTPRINT (TYP) PROPOSED TWO STORY SINGLE FAMILY HOME WITH 2 CAR GARAGE 2,400 SF FOOTPRINT (TYP) ACOE WETLANDS TO BE FILLED (TYP) P P P P P P P P P P P PP P P P P P P PPPPPP PPPPPP P P P P P P P P P P P P P P PPPP P P P P P P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPPP PP P P PPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PROPOSED TREE CLEARING AND LIMITS OF DISTURBANCE (TYP). TOTAL AREA 3.25± ACRES 141,971 SF W W W W W W W W FFG=2 5 2 . 5 0 FFG=252.50 FFG=252 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 FFG=250.5 0 FFG=250.00 FF G = 2 5 0 . 5 0 FFG= 2 5 0 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 F F G = 2 6 0 . 0 0 10 18,332±SF 17,322±SF 14,836±SF 14,618±SF 12,707±SF 564,088±SF PROPOSED BUILDING SETBACK LINE (TYP) 13 11 9 8 7 5 2 3 4 6 16,303±SF 15,247±SF 13,393±SF 13,391±SF 18,479±SF 25,924.6±SF 100.0' 100.0' 100. 0 ' 100 . 0 ' 100.0' 100.0' 188' R.O. W . 61,9 7 9 ± S F BUILDING SETBACK LINE (TYP) FFG=2 5 0 . 0 0 12 104'± 65'±110'± 12 6 ' ± 130'± 12 8 ' ± 13 3 ' ± 105'± 16 5 ' ± 19 4 ' ± 61'± 14 7 ' ± 1 5 1 ' ± 87'± 9 1 ' ± 76'± 100'± 159' 14 2 ' ± 11 6 ' ± 116'± 102'± 403'± 143' 100 . 0 ' 432. 7 ' 11 . 5 ' 15.0' 15.0' 20 . 0 ' (T Y P ) (T Y P ) (TYP) (TYP) 13 . 5 ' 55 . 0 ' (T Y P ) (T Y P ) (T Y P ) 28 . 0 ' 12 ' ± 12 9 ' ± 50.0' OFFSET TO WETLAND BOUNDARY (TYP) 2.3± ACRES 5 5 2 ' ± 90' PROPOSED STORMWATER WATER QUALITY BASIN PROPOSED STORMWATER WATER QUALITY BASIN 35 ' 35' 35 ' 0+00 1+00 2+00 3+00 4+00 5+0 0 6+0 0 7+00 8+00 9+00 10+0 0 11+0 0 PROPOSED DECIDUOUS STREET TREE (TYP) STOP SIGN "ALL WAY" (TYP) STOP BAR STREET SIGN 92' 46 . 5 ' 56' 197' 55' 62 ' 54 ' 26 ' SPLIT RAIL FENCE TWO 8' SECTIONS WITH SIGN (TYP) UNLESS OTHERWISE NOTED SPLIT RAIL FENCING LAND CONSERVATION BOUNDARY WITH SIGN @100' MIN. SPACING (TYP) PERMANENT SIGN (SEE DETAIL THIS SHEET) 1 INCH = FT. 0 50 100 50 SITE/APPLICANT INFORMATION APPLICANT: AAADMC Ventures LLC 1 Nadeau Drive Clifton Park, NY 12065 OWNER: AAADMC Ventures LLC 1 Nadeau Drive Clifton Park, NY 12065 PARCEL ID'S:166.15-2-34,-35 166.19-1-1 THROUGH -41 City of Saratoga Springs County of Saratoga BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED: "SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024. DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: JANUARY 2022 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N OTHER 12 OV E R A L L L A Y O U T A N D S I T E P L A N S1 1 12"x18" GREEN ON WHITE NATURAL CONSERVATION AREA, NO TREE CUTTING OR DISTURBANCE PERMITTED AT ANY POINT FOR ANY REASON. MORE INFORMATION CAN BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PLANNING DEPARTMENT AT 518-587-3550 EXT. 2533 OR WWW.SARATOGA-SPRINGS.ORG GENERAL NOTES: 1. SIGN LOCATIONS SHOWN ON PLAN ARE APPROXIMATE AND SHOULD BE PLACED AT A MAXIMUM 50 FEET APART. 2. SIGN SHALL BE LAMINATED WATERPROOF PANEL. 3. SIGN TO BE LOCATED ON THE SPLIT RAIL FENCE AND SCHORED WITH ALUMINUM SCREWS. LAND CONSERVATION SIGN DETAIL LIST OF DRAWINGS: S1 SITE LAYOUT PLAN SUBDIVISION PLAT PLAN DEED RESTRICTIVE AREA MAP 1 OF 12 S1 OVERALL LAYOUT AND GRADING 2 OF 12 S2 UTILITY PLAQN 3 OF 12 S3 GRADING AND DRAINAGE PLAN 4 OF 12 S4 STORMWATER EROSION CONTROL PLAN 5 OF 12 S5 WETLAND AND WATERCOURSE PERMIT PLAN 6 OF 12 P1 ROAD AND UTILITY PROFILE 7 OF 12 D1 TYPICAL DETAILS 8 OF 12 D2 TYPICAL DETAILS 9 0F 12 D3 TYPICAL DETAILS 10 OF 11 D4 TYPICAL DETAILS 11 OF 11 SUBDIVISION PLAT PLAN 12 OF 12 DEE RESTRICTION AREA PLAN INDEX TO DRAWINGS DRAWING TITLEDWG No.SHEET 12"x18" GREEN ON WHITE THE USE OF PESTICIDES AND HERBICIDES IS PROHIBITED AT ALL LOCATIONS IN THIS DEVELOPMENT. MORE INFORMATION CAN BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PLANNING DEPARTMENT AT 518-587-3550 EXT. 2533 OR WWW.SARATOGA-SPRINGS.ORG GENERAL NOTES: 1. SIGN SHALL BE LAMINATED WATERPROOF PANEL 2. SIGN TO BE LOCATED ON A CITY OF SARATOGA SPRINGS STANDARD STREET SIGN POLE AND ANCHORED WITH ALUMINUM SCREWS. 3. SIGN POST TO BE PAINTED GREEN TO MATCH SIGN LETTERING. PERMANENT SIGN DETAIL RE: PESTICIDES AND HERBICIDES 1 P P P PP P P P P P P PP P P P P P P PPPPPP PPPPPP P P P P P P P P P P P P P P PPPP P P P P P P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPPP PP P P PPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P FM FM FM FM FM FM FM FM FM FM FM FM FM FM SA W W PS PS PS PS PS PS PS PS PS 10 13 11 9 8 7 5 2 3 4 6 8" HYDRANT AND VALVE (TYP) CB5 12PS PS W W W W W W W W W WW LOW PRESSURE SEWER CONNECT TO EXISTING GRAVITY MANHOLE 8" MAIN CONNECT TO EXISTING CB4 CB3A CB3 CB6 CB1A CB1 STORMWATER QUALITY BASIN 1,000±CF SMH1 SMH2 SMH3 SMH4 SMH5 PS STORMWATER QUALITY BASIN 1,000±CF STORMWATER QUALITY BASIN 1,000±CF 8" WATER MAIN (TYP) LPS SEWER MAIN (TYP) 8" WATER MAIN (TYP) LPS SEWER MAIN (TYP) CB2A CB2 8" TAPPING VALVE AND SLEEVE 0+00 1+00 2+00 3+00 4+00 5+0 0 6+0 0 7+00 8+00 9+00 10+0 0 11+0 0 LPS PUMP STATION (TYP) 3 4" TYPE K WATER SERVICE (TYP) STORMWATER QUALITY BASIN 1,000±CF 1 INCH = FT. 0 50 100 50 DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: JANUARY 2022 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N OTHER 12 UT I L I T Y P L A N S2 2 1 FFG=2 5 2 . 5 0 FFG=252.50 FFG=252 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 FFG=250.5 0 FFG=250.00 FF G = 2 5 0 . 5 0 FFG = 2 5 0 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 F F G = 2 6 0 . 0 0 10 13 11 9 8 7 5 2 3 4 6 CB5 FFG=2 5 0 . 0 0 12 TW246.50 BW242.00 BW247.00 TW247.50 BW242.00 TW246.50 BW245.50 TW247.00 BW246.00 TW248.00 BW246.00 CB4 CB3A CB3 CB6 CB1A CB1 STORMWATER QUALITY BASIN 1,000±CF SMH1 SMH2 SMH3 SMH4 SMH5 CB4 TF=248.40 I.I.(CB3)=245.40 I.O.(12")=245.40 CB5 TF=248.40 I.I.(CB4)=245.18 I.O.(12")=245.18 CB6 TF=246.50 I.I.(CB5)=243.22 I.O.(12")=243.22 CB3A TF=249.80 I.O.=246.80 CB3 TF=249.80 I.I.(CB3A=246.58 I.O.(12")=246.58 CB2A TF=251.00 I.O.(12")=248.00 CB2 TF=251.00 I.I.(CB2A)=247.78 I.O.(12")=247.78 FES INV. 243.10 FES INV. 242.00 FES INV. 244.00 CB2A CB2 FES INV. 247.68 CB1 TF=252.00 I.I.(CB2A)=248.78 I.O.(12")=248.78 CB1A TF=252.00 I.O.(12")=259.00 FES INV. 248.63 12'± 12" HDPE S=1.0% 119'± 12" HDPE S=1.0% 25024 9 2 5 0 251 252 2 5 1 251 2 4 7 24 6 249 252 2 4 9 246 245 2 4 4 2 4 4 248 2 4 7 24 8 253 252 24 8 25 0 x251.75 x251.75 x251.75 25 9 25 8 2 4 8 2 4 8 2 4 6 2 4 9 25 2 251 250 2 4 3 x252.75 x252.75 250 249 248 247 248 244 247 2 5 4 253 252 252 252 251 248 250249 250 2 5 1 251 251 2 5 2 252 253 253 253 253 252 252x50 251x50 253 253 252 252 251 252 251 250 254 254 251 251 250249248 250 249 249 25 2 252251 2 5 0 2 4 7 2 4 9 249 247 246 244 242 2 5 0 2 5 1 250 x252.75 x252.75 x252.75 x252.75 30'± 36" HDPE S=6.0% 64'± 36" HDPE S=1.0% 2 4 6 0+00 1+00 2+00 3+00 4+00 5+0 0 6+0 0 7+00 8+00 9+00 10+0 0 11+0 0 196'± 12" HDPE S=1.0% 249 22'± 12" HDPE S=1.0% 22'± 1 2 " H D P E S=1.0 % 22'± 12" HDPE S=1.0% 22'± 12" H D P E S=1.0% 22'± 12" HDPE S=1.0% 1 INCH = FT. 0 50 100 50 BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED: "SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024. DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: JANUARY 2022 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N OTHER 12 GR A D I N G A N D D R A I N A G E P L A N S3 3 2 3 6 236 237 2 3 7 2 3 8 238 2 3 9 239 2 4 0 240 241 241 242 242 243 24 3 244 24 4 2 4 5 245 24 6 246 247 24 7 248 24 8 249 24 9 250 250 25 0 25 0 25 1 25 1 25 225 2 246 247 248 249 250 251 252 244 24 4 24 5245 24 6 246 246 2 4 6 246 246 247 247 2 4 7 247247 24 7 248 248 24 8 24 8 248 248 24 8 249 24 9 24 9 249 249 2 4 9 2 4 9 250 25 0 25 0 250 250 25 0 2 5 0 25 1 25 1 2 5 1 252 244 245 246 247248249250 251251251 25 2 2 5 2 252 25 3 2 5 4 25 5 25 6 25 6 2 5 6 25 7 25 7 2 5 7 25 8 258 2 5 8 25 9 259 259 260 260 260 2 6 0 2 6 0 250 251 25 1 25 1 25 2 25 3 253 254 254 2 5 0 250 251 252 24 8 248 249 24 9 25 0248 252 249250 248249 245246247 24 4 244 24 6 249 250 2 5 2 2 5 3 254 2 5 4 2 5 4 2 5 5 2 5 5 25 6 2 5 6 25 7 2 5 7 2 5 8 25 8 2 5 9 25 9 2 6 0 26 0 26 1 2 6 1 26 2 2 6 2 2 6 3 26 3 2 6 4 264 2 6 5 265 250 248 24 6 24 4 1 P P P PP P P P P P P PP P P P P P P PPPPPP PPPPPP P P P P P P P P P P P P P P PPPP P P P P P P PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPPP PP P P PPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P FFG=2 5 2 . 5 0 FFG=252.50 FFG=252 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 FFG=250.5 0 FFG=250.00 FF G = 2 5 0 . 5 0 FFG = 2 5 0 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 F F G = 2 6 0 . 0 0 W W 10 13 11 9 8 7 5 2 3 4 6 CB5 FFG=2 5 0 . 0 0 12 W W W W W W W W W WW TW246.50 BW242.00 BW247.00 TW247.50 BW242.00 25 2 TW246.50 BW245.50 TW247.00 BW246.00 TW248.00 BW246.00 CB4 CB3A CB3 CB6 CB1A CB1 STORMWATER QUALITY BASIN 1,000±CF SMH1 SMH2 SMH3 SMH4 SMH5 EROSION CONTROL FENCING OR TUBULAR PROTECTION (TYP) CB2A CB2 25024 9 2 5 0 251 252 2 5 1 251 2 4 7 24 6 249 252 2 4 9 246 245 2 4 4 2 4 4 248 2 4 7 248 253 252 24 8 25 0 x251.75 x251.75 x251.75 25 9 25 8 2 4 8 2 4 8 2 4 6 2 4 9 25 2 251 250 2 4 3 x252.75 x252.75 250 249 248 247 248 244 247 2 5 4 253 252 252 252 251 248 250249 250 2 5 1 251 251 2 5 2 252 253 253 253 253 252 252x50 251x50 253 253 252 252 251 252 251 250 254 254 251 251 250249248 250 249 249 25 2 252251 2 5 0 2 4 7 2 4 9 249 24 7 246 244 242 2 5 0 2 5 1 250 x252.75 x252.75 x252.75 x252.75 2 4 6 249 CONCRETE WASHOUT TEMPORARY STOCK PILE AREA, 1200±SF TEMPORARY STOCK PILE AREA, 1200±SF 1 INCH = FT. 0 50 100 50 BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED: "SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024. DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: JANUARY 2022 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N OTHER 12 ST O R M M A N A G E M E N T P L A N S4 4 STABILIZED CONSTRUCTION ACCESS NOTES: SILT FENCE/TUBULAR FILTRATION NOTES: DUST CONTROL NOTES: TEMPORARY SEEING AND MULCHING NOTES: SEQUENCE OF CONSTRUCTION NOTES: GENERAL NOTES: SEQUENCE OF CONSTRUCTION NOTES: ”” “ ” ’ 2 3 6 236 237 2 3 7 2 3 8 238 2 3 9 239 2 4 0 240 241 241 242 242 243 24 3 244 24 4 2 4 5 245 24 6 246 247 24 7 248 24 8 24 9 25 0 25 0 25 1 25 1 25 225 2 246 247 248 249 250 251 252 244 24 4 24 5245 24 6 246 246 2 4 6 246 246 247 247 2 4 7 247 247 247 248 248 24 8 24 8 248 248 24 8 249 24 9 24 9 249 249 2 4 9 2 4 9 250 25 0 25 0 250 250 25 0 2 5 0 25 1 25 1 2 5 1 252 244 245 246 247248249250 251251251 25 2 2 5 2 252 25 3 2 5 4 25 5 25 6 25 6 2 5 6 25 7 25 7 2 5 7 25 8 258 2 5 8 25 9 259 259 260 260 260 2 6 0 2 6 0 250 251 25 1 25 1 25 2 25 3 253 254 254 2 5 0 250 251 252 248 248 24 9 24 9 250248 252 249 250 248249 24524624 7 24 4 244 24 6 249 250 2 5 2 2 5 3 254 2 5 4 2 5 4 2 5 5 2 5 5 25 6 2 5 6 257 2 5 7 2 5 8 25 8 2 5 9 25 9 2 6 0 26 0 26 1 2 6 1 26 2 2 6 2 2 6 3 26 3 2 6 4 264 2 6 5 265 250 248 24 6 24 4 1 FFG=2 5 2 . 5 0 FFG=252.50 FFG=252 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 FFG=250.5 0 FFG=250.00 FF G = 2 5 0 . 5 0 FFG = 2 5 0 . 5 0 FFG = 2 5 2 . 5 0 FFG = 2 5 2 . 0 0 F F G = 2 6 0 . 0 0 1011 9 8 7 5 2 3 4 6 CB5 FFG=2 5 0 . 0 0 12 TW246.50 BW242.00 BW247.00 TW247.50 BW242.00 25 2 TW246.50 BW245.50 TW248.00 BW246.00 CB4 CB3A CB3 CB6 CB1A CB1 STORMWATER QUALITY BASIN 1,000±CF SMH1 SMH2 SMH3 SMH4 SMH5 CB2A CB2 25024 9 2 5 0 251 252 2 5 1 251 2 4 7 24 6 249 252 2 4 9 246 245 2 4 4 2 4 4 248 2 4 7 248 253 252 24 8 25 0 x251.75 x251.75 x251.75 25 9 25 8 2 4 8 2 4 8 2 4 6 2 4 9 25 2 251 250 2 4 3 x252.75 x252.75 250 248 244 247 2 5 4 253 252 252 252 251 248 250249 250 2 5 1 251 251 2 5 2 252 253 253 253 253 252 252x50 251x50 253 253 252 252 251 252 251 250 254 254 251 251 250249248 250 249 249 25 2 252251 2 5 0 2 4 7 2 4 9 249 24 7 246 244 242 2 5 0 2 5 1 250 x252.75 x252.75 x252.75 x252.75 1,474.0± S.F. 1,494.0± S.F. 6,522.1± S.F. 5,681.5± S.F. 492.5± S.F. 1,748.9± S.F. TOTAL WETLANDS TO BE DISTURBED 17,549.3± S.F 0.403± ACRES 136.3± S.F. 64'± 36" HDPE CULVERT 20% BURRIED S=1.0% 2 4 6 249 CONCRETE HEADWALL PIPE INV. 247.50 CONCRETE HEADWALL PIPE INV. 248.50 50.0' OFFSET TO WETLAND BOUNDARY (TYP) 2.3± ACRES 1 INCH = FT. 0 50 100 50 BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED: "SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024. DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: JANUARY 2022 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N OTHER 12 WA T E R C O U R S E P E R M I T S5 1 1 10 13 11 9 8 7 5 2 3 4 6 12 22.348.86 47.15 Track Width : : Steering Angle Lock to Lock Time : : Feet Pierce Arrow XT 45.48 deg 6.00 s8.01 8.01 Pi e r c e A r r o w X T (C) 202 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . CI T Y - F I R E & R E S C U E Pie r c e A r r o w X T (C) 202 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . CIT Y - F I R E & R E S C U E Pie r c e A r r o w X T (C) 20 2 5 T r a n s o f t S o l u t i o n s , I n c . A l l r i g h t s r e s e r v e d . CIT Y - F I R E & R E S C U E TIRE PATH (TYP) FIRE APPARATUS VEHICLE (TYP) VEHICLE BODY PATH (TYP) DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: DECEMBER 2025 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N 12.05.25 TY P I C A L D E T A I L S 12 D1 TYPICAL SIGNS SIGNS TO BE INSTALLED SCALE: NONE SIGN BASE DETAIL 7 8'-0" 9 3" 1 1' - 3 2" 1 2' - 0 " M I N . 2" 3' - 3 " (2 RAIL) SPLIT RAIL FENCE ELEVATION FENCE POST FENCE RAIL COMPACTED AGGREGATE AS NEEDED. DRY PACK SAND MIX AS NEEDED DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: DECEMBER 2025 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N 12.05.25 TY P I C A L D E T A I L S 12 SCALE: NO SCALE AIR RELEASE MANHOLE DETAIL SCALE: NO SCALE SECTION A-A PLAN (TYP.) THRUST BLOCK TAPPING SLEEVE & VALVE DETAIL SCALE: NO SCALE DISINFECTION OF WATER MAINS: HYDROSTATIC WATER MAIN TEST: SCALE: NO SCALE WATER MAIN TRENCH DETAIL D2 PLAN SCALE: NO SCALE WATER MAIN DEFLECTION 8 DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: DECEMBER 2025 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N 12.05.25 TY P I C A L D E T A I L S 12 D3 (PER CITY OF SARATOGA STANDARD DETAILS) (PER CITY OF SARATOGA STANDARD DETAILS) (PER CITY OF SARATOGA STANDARD DETAILS) (PER CITY OF SARATOGA STANDARD DETAILS) TRENCH DETAIL FOR PRESSURE SEWER MAIN SCALE: NO SCALE 9 DO M I N I C K F . A R I C O , P . E . LI C . N O . 0 6 6 5 1 5 RE V I S I O N S SHEET OF CHECKED BY: DFA SCALE: AS NOTED DRAWN BY: DFA JOB NO. 21.32 DATE: DECEMBER 2025 DRAWING NO. CI T Y O F S A R A T O G A C O U N T Y O F S A R A T O G A BE M I S P O I N T TA X M A P : 1 6 6 . 1 5 - 2 - 3 4 & 3 5 ; 1 6 6 . 1 9 - 1 T O 4 1 WR I T T E N P E R M I S S I O N F R O M A R I C O A S S O C I A T E S AL T E R A T I O N O F T H I S D O C U M E N T , E X C E P T BY A L I C E N S E D P R O F E S S I O N A L E N G I N E E R IS I L L E G A L A C C O R D I N G T O N E W Y O R K S T A T E TH I S D O C U M E N T , T H E I D E A S A N D D E S I G N IN C O R P O R A T E D H E R E I N , A R E T H E P R O P E R T Y OF L A N D S O L U T I O N S A N D A R E N O T T O B E US E D I N W H O L E O R I N P A R T W I T H O U T T H E ED U C A T I O N L A W , A R T I C L E 1 4 5 S E C . 7 2 0 9 . C 2 0 2 4 14 0 7 R o u t e 9 , B l d g 2 S u i t e 6 , C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 51 8 . 5 7 3 . 6 9 8 9 a r i c o a s s o c i a t e s @ g m a i l . c o m NOT FOR ISSUED FOR REVIEW CONSTRUCTION RECORD PLANS DATE SUBMITTED: ARI C O A SS O C I A T E S ENG I N E E R S LAN D PLA N N E R S & CON S U L T A N T S RE S I D E N T I A L S U B D I V I S I O N 12.05.25 TY P I C A L D E T A I L S 12 TYPICAL RETAINING WALL SECTION & ELEVATION SCALE: NO SCALE LINTEL NOTES: 1.FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER 2.LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE 3.HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS 4.PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL PIPE 5.INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE 6.OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6" 7.GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING 8.LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPE RAILING DETAIL SCALE: NO SCALE STORMWATER MANAGEMENT DISCHARGE DISSIPATION AREA 3H 1V SCALE: NO SCALE D4 SECTION PIPE PRECAST LINTEL BEAM MIN. 18" BEARING (TYP.) CONCRETE HEADWALL OR CUT MODULAR UNITS PROVIDE BOND BREAK AT WALL OPENING EXISTING GRADE PRECAST LINTEL BEAM CONCRETE HEADWALL OR CUT MODULAR UNITS FILTER FABRIC RETAINING WALL WITH PIPE PENETRATION SCALE: NO SCALE ELEVATION BOTTOM 6" OF PIPE SHALL BE BURIED ENKAMAT OR SIMILAR 3-D EROSION MATTING LINTEL NOTES: 1.FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER 2.LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE 3.HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS 4.PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL PIPE 5.INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE 6.OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6" 7.GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING 8.LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPE CONCRETE WASHOUT AREA DETAIL SCALE: NO SCALE A A' ORANGE CONSTRUCTION FENCE AROUND WASHOUT STRUCTURESIGN INDICATES THE LOCATION OF THE CONCRETE WASHOUT AREA 3H:1V SIDE SLOPES SECTION A-A' ORANGE CONSTRUCTION FENCE GROUND SURFACE AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED WATER FLOW 12" DIA TUBULAR FILTRATION SEDIMENT CONTROL DEVICES FILTREXX® SOXX BY FILTREXX INTERNATIONAL CO., INC OR EQUAL BLOWN/PLACED FILTER MEDIA 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. (SAND BAGS MAY BE USED AS AN ALTERNATE) 12" DIA TUBULAR FILTRATION SEDIMENT CONTROL DEVICES FILTREXX® SOXX BY FILTREXX INTERNATIONAL CO., INC OR EQUAL TUBULAR FILTRATION DEVICES MAY BE USED IN AREAS OF ROCK WHERE INSTALLATION OF SILT FENCE IS IMPRACTICAL 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. (SAND BAGS MAY BE USED AS AN ALTERNATE) NOTE: 1.FILL TUBULAR FILTRATION SEDIMENT CONTROL DEVICE WITH FILTER MEDIA APPROVED BY NYSDEC FOR THIS APPLICATION. TUBULAR FILTRATION SEDIMENT CONTROL DEVICE SCALE: NO SCALE SCALE: NO SCALE WATER & SEWER MAIN CROSSING DETAIL PRECAST CONCRETE MANHOLE UNDER 5' DEEP SCALE: NO SCALE SOIL STOCKPILE SILT FENCE “” 10 © © RESTRICTIONS A. General. There shall be no future filling, flooding, excavating, mining or drilling; no removal of natural materials; and no alteration of the topography which would materially affect the Restricted Property in any manner, except as authorized by the DA Permit. B. Waters and Wetlands. In addition to the general restrictions above, within the Restricted Property there shall be no draining, dredging, damming or impounding; no changing the grade or elevation, impairing the flow or circulation of waters, or reducing the reach of waters; and no other discharges or activity requiring a permit under applicable water pollution control laws or regulations, except as authorized by the DA Permit. C. Trees/Vegetation. On the Restricted Property, there shall be no clearing, burning, cutting or destroying of trees or vegetation, except removal or trimming of vegetation hazardous to person or property, or of timber downed or damaged due to natural disaster, or as authorized by the DA Permit. There shall be no planting or introduction of non-native or exotic species of trees or other vegetation. D. Disposal. There shall be no dumping of trash, waste, garbage or toxic, unsightly, hazardous or offensive material on the Restricted Property. E. Uses. No agricultural, animal grazing, industrial, mining, logging or commercial activity shall be undertaken or allowed on the Restricted Property. F. Structures/Utilities. There shall be no construction, erection or placement of buildings, billboards, utilities components or any other structures, to include trailers, mobile homes or recreational vehicles, telecommunications towers or antennas, on the Restricted Property. G. Roads. There shall be no construction of roads, trails or walkways on the Restricted Property. H. Pest Control. There shall be no application of pesticides or herbicides on the Property, including the Restricted Property. I. Vehicle Use. There shall be no driving or use of any mechanical conveyance which may alter or impair the natural contour of the Restricted Property or its natural vegetation, except that motor vehicles may be used in case of emergency, for law-enforcement purposes, or to perform mitigation activity as required by the DA Permit. J. Other Prohibitions. Any other use of, or activity on, the Restricted Property which is or any way becomes inconsistent with the purposes of this Declaration, the preservation of the Restricted Property substantially in its natural condition, or the protection of its environmental systems, is prohibited. AFFIRMATIVE OBLIGATIONS A. Maintenance of Restricted Property. The Association shall provide for the annual inspection of the Restricted Property by a wetland technician or other qualified environmental professional to determine what maintenance and upkeep measures are necessary to prevent damage to any home (whether located on the Property or not) and its surrounding yard and to control and maintain appropriate water levels within the wetlands located on the Restricted Property. Such measures may include, but are not limited to, the management or removal of beavers and/or beaver dams. Prior to the first sale of a Lot, the Declarant shall obtain an inspection of the Restricted Property by a wetland technician or other qualified environmental professional to establish baseline conditions against which future inspections will be assessed. Within thirty (30) days following each inspection, the Association shall cause the inspecting professional to prepare and submit to the City of Saratoga Springs a written report of findings including recommendations for those actions necessary to be taken with respect to the Restricted Property. The Association shall implement the recommendations of the inspecting professional in a timely manner and provide evidence of such implementation to the City of Saratoga Springs. The Association shall be responsible for obtaining all necessary permits and approvals, if any, to carry out the recommendations of the inspecting professional including, but not limited to, permits associated with the management or removal of beavers and/or beaver dams. B. Maintenance of Fencing and Signage. After initial installation by the Declarant of (i) split rail fencing and (ii) signage denoting the Restricted Area all in accordance with the Approved Subdivision Map, the Association shall maintain such fencing and signage in good condition, and shall repair and replace the same, as needed. C. Maintenance of Water Quality Basins. The Association shall maintain, clean, repair, replace and continue the three (3) stormwater quality basins designated on the Approved Subdivision Map (the “Water Quality Basins”) as necessary to ensure optimum performance of the Water Quality Basins to design specifications. The Association shall provide for the annual inspection of the Water Quality Basins by a qualified and licensed professional to determine the condition and integrity of the Water Quality Basins. The inspecting professional shall prepare and submit to the City of Saratoga Springs, within thirty (30) days of each inspection, a written report of the findings including recommendations for those actions necessary for the continuation of the Water Quality Basins. The Association shall undertake necessary repairs and replacement of the Water Quality Basins at the direction of the City of Saratoga Springs or in accordance with the recommendations of the inspecting professional, provided those recommendations have been previously approved by the City of Saratoga Springs. The Association shall not authorize, undertake or permit alteration, abandonment, modification or discontinuation of the Water Quality Basins except in accordance with written approval from the City of Saratoga Springs. If ever the City of Saratoga Springs determines that the Association has failed to maintain the Water Quality Basins in accordance with this Declaration or has failed to undertake corrective action as specified by the City of Saratoga Springs or by the inspecting professional, the City of Saratoga Springs is authorized to undertake such steps as may be reasonably necessary for the preservation, continuation or maintenance of the Water Quality Basins and the Association shall be responsible for the repayment of all expenses incurred by the City of Saratoga Springs.