ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE PROJECT MANAGER AND ENGINEERING LEAD INDIAN HILL SENIOR LIFESTYLE CENTER YONKERS, NY

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1 ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE JULI A LANGEIS ANTHONY FITZGERALD OSVALDO ZEQO TYLER ALBERT TITLE PROJECT MANAGER AND ENGINEERING LEAD PROJECT ENGINEER AND SITE PLANNNG PROJECT ENGINEER REGULATION SPECIALISTS YONKERS, NY

2 SYMBOL LEGEND MATERIAL LEGEND DRAING INDEX A A101 SIM SPOT ELEVATION SECTION EARTH MULCH GRAVEL/RIPRAP PLASTIC ATER BARRIER CONCRETE PAVEMENT C COVER PAGE C GENERAL NOTES C CONCEPT PLAN C- - GRADING PLAN C DRAINAGE PLAN C STORMATER PROFILES C-30 - STORMATER PROFILES C CATCH BASIN AND MANHOLE DETAIL C UNDERGROUND RETENTION DETAIL C BIORETENTION DETAIL C RETENTION POND DETAIL C GRATE DRAIN DETAIL C UTILITIES PLAN C SANITARY PROFILES C-40 - SANITARY MANHOLE DETAIL C SEDIMENT AND EROSION CONTROL PLAN C TRAFFIC AND PAVING PLAN C ROAD PROFILE - ALL ELEVATIONS - ALL ELEVATIONS C-70 - ALL ELEVATIONS C ALL ELEVATIONS C TYPICAL ALL DETAILS GRASS LIST OF ABBREVIATIONS BOF BO CB FFE HDPE IN INV MH SMH TOC TO VT BOTTOM OF FOOTING BOTTOM OF ALL CATCH BASIN ENERGY GRADE LINE FIRST FLOOR ELEVATION HIGH DESNITY POLYETHYLENE HYDRAULIC GRADE LINE INLET INVERT MANHOLE SANITARY MANHOLE TOP OF CURB TOP OF ALL VITRIFIED TILE GENERAL NOTES C-001 Issue 1" = 30'-0" //017 5:5:01 PM

3 : RETENTION SYSTEM RESIDENTIAL ING ACCESS TO REC- REC-3 LOBBY REC- RETENTION POND TRAFFIC ISLAND: BIO- RETENTION BASIN PARKING -LOT 1 BUILDING ENTRY ACCESS TO REC-1 BOCCE COURT-1 REC-1 BOCCE COURT- PARKING-LOT BASKET-BALL COURT TENNIS COURT CHANGING ROOMS REC- ACCESS RAMP TO REC -3 CONCEPT PLAN SITE ENTRY Issue ANTHONY FITZGERALD C-100 1" = 0'-0" //017 5:48:00 PM

4 04 ' 3.00' S D D Inv= " R C P Rock T h i c k B r u s h M e t r o t e c h P a r k P o l y L a k e E t r e m e l y d e n s e v e g e t a t i o n TO= BO= ' L=197.8' S t o n e a l l TO= BO= S t o n e BOS= TOS= a l l D r i v e 1 Story Stone Building Garage Floor El= Garage Floor El= Door El= Door El= G a r d e n SMH Rim=158.5 Inv= " VT Sanitary Sewer Inv= TOC= " VT Sanitary Sewer TOC= BOC= BOC= TO= BO=.18 TO= BO= S 33 05'15" E ' 4' B a n k TOC=161.7 BOC=161. P O L Y Remains of Frame C o n c r e t e D r i v e Remains of Frame C o n c r e t e P a v e m e n t CB G=163.0 Inv= " R C P.8.99 S 01'4" E 117.0' L=175.30' L=175.30' R=883.00' Inv= TOC= " R C P S t r e e t Inv= BOC= DMH Rim=159.6 ' Inv= " R C P TOC= BOC= p p r o i m a t e DMH Rim=163.0 Inv= BOC= L o c a t i o no f 10" S 53 37'30" a t e r S 4 11'10" 55.98' TOC= M a i n L=99.4' TOC= BOC= CB G=163.1 Inv=160.0 P a r c e l 1 S w a l e a t e r L i n e BOC= TOC=165.0 A p p r o i m a t e TOC= BOC= Propane Gas Tank L o c a t i o n rea=1,781 Square Feet.5 or Acre C FOR POND DETAIL SEE C-306 B.O.=191' -0" B.O.=18' -6" C-703 C-70 C C C S 5 57'11" E (Radial) Edge of Blacktop Pavement.3 Sign Sign TOC=17.98 P O L Y BOC= o f 10" a t e r.1 BOC= M a i n Blacktop Road SMH Rim= Blacktop Road Sanitary Sewer nt for Parcel S Inv= Inv= C u r b C u t TOC= BOC= C o n c r e t e P a v e m e n t BOC= TOC=168.44TOC= TO= BO= Edge of Blacktop Pavement TO=.05 BO= TOC=175.4 BOC= Ft. Gate 168 S w a l e G a t e 18 EXISTING MANMADE FOUNTAIN 5 C-703 TRAFFIC ISLAND: BIO-RETENTION BASIN PARKING-LOT 1 B.O.=' -6" GRATE DRAIN ' - 8 1/" FFE ' - 9 1/" FFE ' - 8 1/" 1 C-601 BUILDING ENTRY 4 7 C-70 BUILDING ALL PERIMETER BOCCE COURT-1 REC-AREA 1 BOCCE COURT- 6 C-70 3 PARKING-LOT 4 C-70 6 REC-AREA 7 BASKETBALL COURT B.O.=' -6" C-70 C-70 REC. CHANGING ROOMS 1 3 C TENNIS COURT REC-AREA G u a r d R a i l Rough Stone A p p r o i m a t e.30 TO=.64 BO= all all Stone Mas. Conc. all access Sq. Ft. Acre TO=.80 BO= Bo Culvert Sign 181 A p p r o i m a t e L o c a t i o n o f 7' X 7' C o n c r e t e B o C u l v e r t L o c a t i o n Rough Spillway TOC= BOC=.73 B r o o k Stone.61 all o f 10" a t e r CB G=.07 (Invert not obtainable) TO= BO= TO=.80 BO= TO=177.9 BO=.4 Poly Lake Rough.0 Stone TOC=.33 BOC= S 01 '54" E (Radial) all TO=.91 BO= S t r e e t M a i n TO= BO=.77 TO= BO= TOC= TOC= BOC= BOC= G u a r d R a i l TOC=.96 BOC=.56 1' - 0" EIR CUT IN ALL FOR RUNOFF TO POND : GRADING PLAN 1' - 0" //017 5:48:05 PM 1 CLEAR GRADING C- 1" = 30'-0" EIR OPENING IN ALL C- Issue ANTHONY FITZGERALD C- As indicated

5 15" R C P L=175.30' TOC=158.7 BOC= Inv= P O L Y 1 Story Stone Building SMH Rim=158.5 P a r c e l 1 ea=1,781 Square Feet or Acre Garage Floor El= S BOS= TOS= Garage Floor El= Inv= " VT Sanitary Sewer TOC= BOC= " R C P Inv= D a t e r Propane Gas Tank Door El= Inv= DMH Rim= "ø, 8.3%, 4.00 ft HDPE L o c a t i o no f 10" M a i n 18"ø, 1.1%, 4.50 ft HDPE Door El= L=197.8' IN1 RIM =.1 FT C o n c r e t e P a v e m e n t BOC= TOC= TO= BO=.34 MH3 RIM = FT INV = FT INV = FT L=175.30' (Radial) S 5 57'11" E R=883.00' 18" R C P 117.0' INV = FT S 01'4" E TOC=161.7 BOC=161. S t r e e t S t o n e INV = FT CB9 RIM = FT 15"ø, 1.0%, 6.50 ft HDPE a l l 17 D r i v e 15"ø, 1.0%, ft HDPE Inv= D A p p r o i m a t e Inv= BO= INV = FT INV = FT INV = FT Inv= " R C P DMH Rim=163.0 CB G=163.1 Inv=160.0 CB G=163.0 Inv=160.0 TOC= BOC=164.5 L o c a t i o n S t o n e G a r d e n "ø, 3.5%, ft HDPE 164 INV = FT INV = FT MH RIM = FT o f 10" a t e r 08 TOC=167.3 BOC=164.66BOC= TOC= a l l INV =.7 FT 17 INV = FT TO= BO=.18 INV = FT GR RIM = FT CB8 RIM =.71 FT a t e r L i n e BOC= TOC= TO= BO=.66 PARKING- LOT 1 18 C o n c r e t e D r i v e.48 ' 8"ø, 5.6%, ft HDPE INV = FT B a n k INV = FT TOC= BOC= GRATE DRAIN.75 ' - 8 1/".33 CB6 RIM = FT 8"ø, 8.0%, 5.17 ft HDPE L=99.4' 170 Remains of Frame P O L Y CB3 RIM = FT TOC= BOC= CB7 RIM = FT 8"ø, 4.0%, 4.00 ft HDPE INV = FT INV = FT FFE ' - 9 1/" FFE ' - 8 1/" BUILDING UNDERGROUND RETENTION 10 S 4 11'10" 55.98' "ø, 4.0%, ft HDPE 4"ø, 1.1%, ft HDPE MH1 RIM = FT 1"ø, 6.3%, ft HDPE INV = FT INV = FT.5 TOC=17.98 BOC=17.48 INV = FT INV = FT INV = FT INV = FT Sign S 53 37'30" Sign "ø, 6.5%, ft HDPE INV = FT CB4 RIM = FT DRAINAGE FROM BUILDING ROOF REC-AREA 1 INV = FT INV =.10 FT CB RIM = FT Ft. Gate "ø, 8.%, ft HDPE INV = FT 15"ø, 4.9%, ft HDPE INV = FT INV = FT PARKING-LOT CB5 RIM = 18.6 FT G a t e 185 INV =.6 FT S w a l e 4 S w a l e Edge of Blacktop Pavement 3 CB1 RIM = FT 34 REC-AREA "ø, 3.3%, ft HDPE Blacktop Road 4 INV = 18.4 FT E t r e m e l y d e n s e v e g e t a t i o n T h i c k B r u s h 8"ø, 4.6%, ft HDPE INV = FT REC-AREA 3 IN3 RIM = FT IN RIM = FT INV =.44 FT LEGEND CB - CATCH BASIN (PAVED AREA) IN - INLET (UNPAVED AREA) MH - MANHOLE HDPE (HIGH DENSITY POLYETHYLENE) PIPE GR - GRATE DRAIN DRAINAGE PLAN C-300 Issue 1" = 30'-0" //017 :47:34 PM

6 EL 5 ' - 0" EL 4 ' - 0" CB1 RIM = FT 8"ø, 8.%, ft HDPE CB RIM = FT CB3 RIM = FT EL 3 18' - 0" INV = FT INV = FT 8"ø, 6.5%, ft HDPE INV = FT INV =.10 FT EL 17' - 0" EL 1 16' - 0" EL 4 ' - 0" EL 3 18' - 0" DRAINAGE FROM BUILDING ROOF 1"ø, 6.3%, ft HDPE CB3 RIM = FT EL 17' - 0" INV = FT INV = FT 15"ø, 4.0%, ft HDPE INV = FT INV = FT CB4 RIM = FT INV = FT 4"ø, 1.1%, ft HDPE INV = FT MH1 RIM = FT EL 1 16' - 0" IN RIM = FT EL 5 ' - 0" EL 4 ' - 0" EL 3 18' - 0" EL 17' - 0" 8"ø, 4.6%, ft HDPE INV =.44 FT INV = FT IN3 RIM = FT 1"ø, 3.3%, ft HDPE INV = 18.4 FT INV =.6 FT CB5 RIM = 18.6 FT 15"ø, 4.9%, ft HDPE INV = FT INV = FT CB4 RIM = FT EL 1 16' - 0" STORMATER PROFILES C-301 Issue 1" = 10'-0" //017 :47:35 PM

7 EL 3 18' - 0" EL 17' - 0" EL 1 16' - 0" INV = FT GR RIM = FT 8"ø, 5.6%, ft HDPE CB7 RIM = FT INV = FT EL 3 18' - 0" EL 17' - 0" 8"ø, 4.0%, 4.00 ft HDPE EL 1 16' - 0" MH1 RIM = FT INV = FT INV = FT CB7 RIM = FT INV = FT 8"ø, 8.0%, 5.17 ft HDPE INV = FT CB6 RIM = FT EL 4 ' - 0" EL 3 18' - 0" EL 17' - 0" 18"ø, 1.1%, 4.50 ft HDPE OUTFALL TO POND MH3 RIM = FT INV = FT 15"ø, 1.0%, 6.50 ft HDPE INV = FT MH RIM = FT INV = FT 15"ø, 1.0%, ft HDPE INV = FT CB9 RIM = FT INV = FT 1"ø, 3.5%, ft HDPE INV =.7 FT CB8 RIM =.71 FT EL 1 16' - 0" INV = FT INV = FT EL 3 18' - 0" EL 17' - 0" IN1 RIM =.1 FT 8"ø, 8.3%, 4.00 ft HDPE MH3 RIM = FT INV = FT INV = FT STORMATER PROFILES C-30 Issue 1" = 10'-0" //017 :47:41 PM

8 14" 14" 1" ATER File: 36ECGGT " 48" Up to 36" Storm Manhole Model: TYP-V1-MH C.I. Grate eight - 3 Lbs. Ring & Cover : Riser eight - See Table A 6" 1" Etension eight 94 Lbs. Lbs. 0" 1" Sq. 4" 0" "A" Base Elevation View *Note: Varies Per Customer Specs 35" 3" Grade Ring eight : 145 Lbs. 4" 3" Grade Ring eight : 105 Lbs. 48" Dia. Flat Slab eight : Varies Access 4" 35" Flat Slab 48" Dia. Conc. Cone eight : Varies Access 4" 35" Cone eight (Lbs.) 1,770 1,700 eight (Lbs.) 1,550 1,530 4" See Joint Detail 4" or 35" Access (Concentric or Eccentric) 1" 48" Dia. Risers eight : See Chart B.O. Provided in Riser if Required A Body eight Lbs. 0" 0" 1" Sq. 1 / " Chamfer (TYP. 4 Corners, Top & Bottom) 18" A 1" 4" 36" 48" Riser eight (Lbs.) 830 1,700,535 3,385 Slab Roof w/48" Opening eight : 144 Lbs. 48" Dia. Opening 8" 3/4" 5" Joint Detail 1 1" ide 16" Tall 3" Deep Thin-wall Knockouts Typical on all Four alls Notes : 1. Bedding Shall be 6" Cement Stabilized Sand or Select Material. " 10" Sq. 1" 4" Typical Orientation C D A B Bottom eight : See Chart Bottom alls eight (Lbs.) 4-ay 4,764 GENERAL NOTES: " Diameter Thinwall Knockout For 36" R.C.P. or Smaller (Typ All four alls) Manhole alls, Transition Slabs, Cones, Tops, and Base Sections Meet or Eceed the Requirements of ASTM C-478. Bedding shall be 6" Cement Stabilized Sand or Select Materials. 60" 60" 48" 48" 6" 3" Joint Detail 3" 1 1 / " 10 FM 359 S Brookshire, TX 7743 : Fa: CB-1118 FILE NAME: DIC ISSUE DATE: JANUARY, 8 Copyright 1" 1" CATCH BASIN STANDARD DRAING 8 Oldcastle Precast For more information about our products please visit us on the web at: Oldcastle Precast Houston, TX oldcastleprecast.com/teas Copyright 013 Oldcastle Precast, Inc NOTES: MANHOLE AND CATCH BASIN UNITS SHALL BE STACKED TO ACHIEVE REQUIRED DEPTH OF INCOMING AND OUTCOMING PIPE INVERT. CATCH BASIN AND MANHOLE DETAIL C-303 Issue As indicated //017 :47:43 PM

9 PROPOSED GROUND ELEVATION MH1 RIM = FT PROPOSED GROUND ELEVATION EL 3 18' - 0" MH1 RIM = FT EL 17' - 0" 10' - " 144" DIAMETER PERFORATED CORRUGATED METAL PIPE EL 17' - 0" REM CRESCENT FILTER 144" DIAMETER PERFORATED CORRUGATED METAL PIPE EL 1 16' - 0" CRUSHED STONE EL 1 16' - 0" 13' - 0" EL 0 15' - 0" 45' - 0" 1 UNDERGROUND RETENTION SECTION 1 C-304 1" = 10'-0" EL 0 15' - 0" 14' - 0" UNDERGROUND RETENTION SECTION CRUSHED STONE C-304 1" = 10'-0" C-304 Sim UNDERGROUND RETENTION (SEE SECTION 1 AND ) 1 C-304 Sim 3 UNDERGROUND RETENTION PLAN C-304 1" = 10'-0" LEGEND EARTH CRUSHED STONE CB - CATCH BASIN (PAVED AREA) IN - INLET (UNPAVED AREA) MH - MANHOLE HDPE (HIGH DENSITY POLYETHYLENE) PIPE GR - GRATE DRAIN NOTES: THE UNDERGROUND RETENTION SYSTEM SHALL HAVE A CAPACITY OF 5,090 CUBIC FEET. THE SYSTEM SHALL CONTAIN ONE, 45 FOOT LONG, 144 INCH DIAMETER PERFORATED CORRUGATED METAL PIPE PLACED AS SHON ABOVE. THE SYSTEM SHALL RECEIVE STORMATER VIA MH1 AND SHALL BE CONVEYED BY THE MANHOLE CHAMBER. THE SYSTEM ACCOUNTS FOR THE MINIMUM COVER OF 18" AS PER PRODUCT SPECIFICATIONS. CLEAN, CRUSHED, ANGULAR STONE SHALL BE PLACED AROUND THE PERFORATED CORRUGATED METAL PIPE, 6 INCHES ABOVE AND BELO AND 1 INCHES IN FRONT, BEHIND, AND AT PIPE ENDS. CRUSHED STONE SHALL HAVE 40% POROSITY. AN REM CRESCENT FILTER SHALL BE INSTALLED IN MH1 FOR PRETREATMENT OF STORMATER AND TO AVOID SEDIMENTATION IN THE RETENTION SYSTEM. UNDERGROUND RETENTION DETAIL C-304 Issue As indicated //017 :47:46 PM

10 CURB CUTS CB8 RIM =.71 FT LEGEND BIORETENTION AREA CURB CUT 1"ø, 3.5%, ft HDPE INV =.7 FT CB - CATCH BASIN HDPE (HIGH DENSITY POLYETHYLENE) PIPE MULCH PLANTING SOIL/ EARTH, AS SPECIFIED GRAVEL PLASTIC ATER BARRIER 1 BIORETENTION PLAN VIE C-305 1" = 10'-0" PAVEMENT SURFACE CURB ITH 1 FT CURB CUTS EVERY 3 FT 3 IN MULCH 3 FT PLANTING SOIL.50 0' - 6" CB8 RIM =.71 FT.78 EARTH 6 IN DEPRESSION TO ALLO FOR PONDING 8 IN GRAVEL STORM SEER OUTLET INV =.7 FT 4 IN PERFORATED HDPE SUBDRAIN FOR TREATED STORMATER PLASTIC ATER BARRIER BIORETENTION SECTION VIE C-305 1/4" = 1'-0" BIORETENTION DETAIL NOTES: THE BIORETENTION AREA SHALL BE LANDSCAPED ITH THE FOLLOING PLANT SPECIES: BLUE FLAG IRIS (IRIS VERSICOLOR) BROOMSEDGE (ANDROPOGON VIRGINICUS) CARDINAL FLOER (LOBELIA CARDINALIS) ANY AREAS ITH EXPOSED SOIL SHALL BE COVERED ITH BIOFILTRATION SOD TO CONTROL EEDS AND PREVENT EROSION. C-305 Issue As indicated //017 :47:49 PM

11 C-306 Sim FOREBAY MAIN POOL 1 RETENTION POND PLAN VIE C-306 1" = 10'-0" LEGEND CB - CATCH BASIN (PAVED AREA) IN - INLET (UNPAVED AREA) MH - MANHOLE HDPE (HIGH DENSITY POLYETHYLENE) PIPE EARTH GRAVEL/RIP RAP PERMANENT POOL LEVEL 169' - 3" 18" HDPE INFLO FROM MH3 INV = FT BOTTOM OF FOREBAY 167' - 3" RETENTION POND SECTION C-306 1" = 10'-0" GRAVEL FILTER OVERFLO SPILLAY AQUATIC BENCH POND DRAIN 3, 1 FT 0.3 FT SLOTS 4" GATE VALVE 4" DUCTILE IRON PIPE FOR EXTENDED DETENTION LEVEL ' ' CONCRETE BOX RISER 36', 1" REINFORCED CONCRETE PIPE OUTFALL RIP RAP CHANNEL TOP OF EMBANKMENT 173' - 11" EMERGENCY SPILLAY CREST 17' - " BOTTOM OF POND POND OUTFALL 165' - 11" LEVEL 16' - 11" EXTREME FLOOD PROTECTION (100 YEAR) LEVEL 171' - 11" PERMANENT POOL LEVEL 169' - 3" EXTENDED DETENTION LEVEL 170' - 6" OVERBANK FLOOD PROTECTION (10 YEAR) LEVEL 170' - 8" NOTES: CHANNEL PROTECTION VOLUME IS INCLUDED IN THE EXTENDED DETENTION VOLUME. THE SIDES OF THE POND SHALL BE GRADED TO A 3:1 SLOPE. POND EMBANKMENT SHALL CONSIST OF NE COMPACTED SILTY- SAND CONSISTING OF ELL GRADED GRAVEL AND (S-SM) ITH MORE THEN 15% GRAVEL, AND BETEEN 5% AND 1% PASSING NO. SIEVE. THE SOIL MIX SHALL HAVE A UNIFORMITY COEFFICIENT LARGER THAN 6, AND A COEFFICIENT OF GRADATION BETEEN 1 AND 3. THE SOIL DENSITY SHALL RANGE BETEEN 110 AND 15 PCF. THE OPTIMUM MOISTURE CONTENT SHALL BE BETEEN 11% AND 16%. THE SATURATED COHESION SHALL BE LARGER THAN 400 PCF. THE INTERNAL FRICTION ANGLE SHALL BE LARGER THAN 34 DEGREES. RETENTION POND DETAIL C-306 Issue As indicated //017 :47:51 PM

12 GRATE DRAIN DETAIL C-307 Issue //017 :54:54 PM

13 15" R C P Rock L=197.8' L=175.30' P O L Y P a r c e l 1 a=1,781 Square Feet or Acre Parcel TOC=158.7 BOC= Garage Floor El= Inv= Story Stone Building SMH Rim=158.5 S BOS= TOS= Garage Floor El= Inv= " VT Sanitary Sewer TOC= BOC= " R C P Inv= D a t e r Propane Gas Tank Door El= Inv= DMH Rim=159.6 L o c a t i o no f 10" M a i n Door El= L=175.30' BOC= TOC= TO= BO=.34 R=883.00' 18" R C P 117.0' S 01'4" E TOC=161.7 BOC=161. C o n c r e t e P a v e m e n t S t r e e t S t o n e PROPOSED SEER EXTENSION a l l 17 D r i v e Inv= D A p p r o i m a t e Inv= TO= BO= INV = FT INV = FT 8"ø, 4.1%, ft VT (Radial) S 5 57'11" E Inv= " R C P DMH Rim=163.0 CB G=163.1 Inv= CB G=163.0 Inv=160.0 BOC=164.5 TOC=165.0 L o c a t i o n EXISTING MANMADE FOUNTAIN SMH 1 RIM = FT 164 S t o n e G a r d e n PARKING- LOT 1 17 TOC= BOC= a l l TO= BO= TOC=167.3 BOC= a t e r L i n e o f 10" a t e r M a i n CONNECTION TO EXISTING 10" ATER MAIN BUILDING SEER CONNECTION 4"ø, 13.1%, ft DUCTILE IRON 18 C o n c r e t e D r i v e Remains of Frame BOC= TOC=168.44TOC=171.4 BOC= TO= BO= ' B a n k INV = FT INV =.46 FT 166 8"ø, ft DUCTILE IRON 168 DOMESTIC CONNECTION 6"ø, 8.47 ft DUCTILE IRON TOC= BOC= L=99.4' 170 A p p r o i m a t e Remains of Frame P O L Y FFE ' - 9 1/" 8"ø, 6.64 ft DUCTILE IRON BUILDING 8"ø, 5.44 ft DUCTILE IRON 8"ø, 4.6 ft DUCTILE IRON 8"ø, 5.44 ft DUCTILE IRON "ø, 1.58 ft DUCTILE IRON TOC= BOC= SPRINKLER CONNECTION.68 S 4 11'10" 55.98' 17 C o n c r e t e P a v e m e n t 18.5 TOC=17.98 BOC= Sign S 53 37'30" TOC= BOC= Sign Inv= C u r b C u t FFE ' - 8 1/" S SMH Rim=175.8 TOC=175.4 BOC=175.3 REC-AREA 1.45 A p p r o i m a t e L o c a t i o n o f 7' X 7' Inv= Sanitary Sewer Ft. Gate Blacktop Road Conc. all Rough.69 TO= BO= Stone Mas. all 1 10 PARKING-LOT TO=.05 BO= G u a r d R a i l Stone G a t e all 185 S w a l e S w a l e Edge of Blacktop Pavement TO=.64 BO= REC-AREA Blacktop Road Edge of Blacktop Pavement E t r e m e l y d e n s e v e g e t a t i o n T h i c k B r u s h REC-AREA M e t r o t e c h P a r k P o l y L a k e LEGEND PIPE, MATERIAL AS SPECIFIED 14 VT VITRIFIED TILE PIPE SMH - SANITARY MANHOLE ATER SUPPLY CLEANOUT FIRE HYDRANT UTILITIES PLAN C-400 Issue 1" = 30'-0" //017 :55:00 PM

14 SANITARY CONNECTION FROM BUILDING TO PROPOSED EXTENSION EL 4 ' - 0" EL 3 18' - 0" EL 17' - 0" SMH 1 RIM = FT 4"ø, 13.1%, ft DUCTILE IRON BUILDING SEER CONNECTION INV =.46 FT EL 1 16' - 0" INV = FT EL 0 15' - 0" PROPOSED SEER EXTENSION EL 3 18' - 0" EL 17' - 0" SMH 1 RIM = FT EL 1 16' - 0" EXISTING SMH RIM = 15.8 FT 8"ø, 4.1%, ft VT INV = FT EL 0 15' - 0" INV = FT SANITARY PROFILES C-401 Issue 1" = 10'-0" //017 :55:01 PM

15 '-" & 4'-0" 48" '-0" Thru 8'-0" 1'-0" Increments 48" 6" 5" '-0" Thru 8'-0" 1'-0" Increments FILE NAME: SM-4 33EMMSM-4_ISO.DG ISSUE DATE: January, 8 4'-0" Diameter I.D. Sanitary Manhole Gallon Capacity Varies Copyright 8 y NOTES: MANHOLE UNITS SHALL BE STACKED TO ACHIEVE REQUIRED DEPTH OF INCOMING AND OUTCOMING PIPE INVERTS. SANITARY MANHOLE DETAIL C-40 Issue 3/8" = 1'-0" //017 :55:0 PM

16 15" R C P Inv= H e i g h t s " Lot ' Zucchero C o u n t y C l e r k M a p No ' ' N 7 38'15" N 6 51'10" E.87' Rock STABILIZED CONSTRUCTION ACCESS L=197.8' 1 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B-3 A- B A- B SEDIMENT BASIN TO= BO= ' S t o n e FFE ' - 9 1/" A- B-3 14 E t r e m e l y d e n s e v e g e t a t i o n T h i c k B r u s h A- B-3 A- B-3 TEMPORARY SALE Inv= P O L Y 1 Story Stone Building Garage Floor El= SMH Rim=158.5 P a r c e l 1 S BOS= TOS= Garage Floor El= Inv= TOC= BOC= " VT Sanitary Sewer a=1,781 Square Feet or Acre Inv= Propane Gas Tank D Door El= Inv= DMH Rim=159.6 o f 10" a t e r M a i n Door El= L=175.30' (Radial) S 5 57'11" E C o n c r e t e P a v e m e n t BOC= TOC= R=883.00' 18" R C P S 01'4" E TOC=161.7 BOC=161. S t r e e t a l l D r i v e Inv= D Inv= A p p r o i m a t e TO= BO= " R C P DMH Rim=163.0 CB G=163.1 Inv= CB G=163.0 Inv= BOC=164.5 TOC=165.0 L o c a t i o n EXISTING MANMADE FOUNTAIN S t o n e G a r d e n TRAFFIC ISLAND: BIO-RETENTION BASIN 17 TOC= BOC= T.O.C= ' - 6" a l l TO= BO=.18 o f 10" a t e r TOC=167.3 BOC= T.O.C= ' - 6" a t e r L i n e BOC= M a i n TO= BO=.66 C o n c r e t e D r i v e ' ' - 9 1/" B a n k Remains of Frame TOC= BOC= GRATE DRAIN L=99.4' TOC=168.44TOC= BOC= A p p r o i m a t e FFE ' - 9 1/" Remains of Frame P O L Y TOC= BOC= ' - 1/4".68 S 4 11'10" 55.98' 17 C o n c r e t e P a v e m e n t L o c a t i o no f 10" 18.5 TOC=17.98 BOC= S 53 37'30" Sign Sign Sign TOC= BOC= Inv= A p p r o i m a t e L o c a t i o n o f 7' X 7' C o n c r e t e B o C u l v e r t C u r b C u t SMH Rim=175.8 S TOC=175.4 BOC= Inv= INSTALL ENTRANCE PAD PRIOR TO CONSTRUCTION Sanitary Sewer Ft. Gate Blacktop Road Conc. all S 01 '54" E (Radial) Bo Culvert TOC= BOC= Rough TO= BO= Stone Mas. all TO=177.9 BO= G u a r d R a i l Stone B r o o k TO=.05 BO= TO=.80 BO= Spillway G a t e all Rough S w a l e Edge of Blacktop Pavement TO=.64 BO= Stone S w a l e Blacktop Road FFE ' - 9 1/" Edge of Blacktop Pavement STONE AND BLOCK PROTECTION AROUND CATCH BASINS IN PAVED AREAS TOPSOIL STOCKPILE AREA FILTER FABRIC PROTECTION AROUND CATCH BASINS IN UNPAVED AREAS M e t r o t e c h P a r k P o l y L a k e RIPRAP OUTLET PROTECTION SILT FENCE CHECK DAM STONE & BLOCK DROP INLET PROTECTION FABRIC DROP INLET PROTECTION : EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL MEASURES SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHON ON THE DRAINGS AND DESCRIBED ITHIN THE EROSION AND SEDIMENT CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE 016 "NE YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL". EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED AROUND ALL STOCKPILES OF EXCAVATED MATERIALS STAGED ON-SITE. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL AND BE SEEDED IN ACCORDANCE ITH THE CODE. OUTLET PROTECTION SHALL BE PERMANENT. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED. ALL DISTURBED AREAS THAT ILL BE EXPOSED FOR A PERIOD GREATER THAN ONE MONTH SHALL RECEIVE TEMPORARY SEEDING IN ACCORDANCE ITH THE CODE. BASIN AREAS SHALL BE PROTECTED FROM COMPACTION BY HEAVY EQUIPMENT DURING CONSTRUCTION AND SHALL ONLY BE EXCAVATED TO FINAL GRADE AFTER THE ENTIRE DRAINAGE AREA HAS BEEN STABILIZED. STABILIZATION SPECIFICATIONS 1. TEMPORARY SEEDING AND MULCHING: -LIME - 90 LB/1000 SF GROUND LIMESTONE; FERTILIZER - 11 LBS/1000 SF ORKED INTO THE SOIL A MINIMUM OF 6" -SEED - GRASS 40 LB/ACRE - MULCH - SALT HAY OR SMALL GRAIN STRA, 70-90/1000 SF. PERMANENT SEEDING AND MULCHING: -TOPSOIL - UNIFORM APPLICATION TO A DEPTH OF 6" - LIME, SEED, AND MULCH: APPLIED ACCORDING TO THE STANDARDS 3. THE SITE SHALL BE GRADED AND MAINTANED SUCH THAT ALL STORM ATER RUNOFF IS DIVERTED TO DRAINAGE AND EROSION CONTROL FACILITIES. TEMPORARY MEASURES: ALL SOIL STOCKPILE AREAS ILL BE PROTECTED ITH SILT FENCE HAY BALE FILTERS ITH SILT FENCE PROTECTION ILL BE PLACED AROUND CATCH BASINS LOCATED IN GRASS AREAS AND ALL GRASSED SALES AS REQUIRED. STONE AND BLOCK PROTECTION ILL BE PLACED AROUND CATCH BASINS LOCATED IN PAVED AREAS. TEMPORARY SEEDING ILL BE PLACED ON AREAS HICH ARE SCHEDULED TO REMAIN DISTURBED FOR PERIODS OVER 30 DAYS. PERMANENT MEASURES: PERMANENT VEGETATIVE COVER ILL BE ESTABLISHED ON ALL DISTURBED AREAS. RIP RAP OUTLET PROTECTION ILL BE PLACED AT THE OUTLETS OF ALL CULVERTS AS ELL AS INLETS TO THE STORMATER BASIN BOTTOM OF STORMATER BASIN TO BE LINED ITH 6" TOPSOIL PRIOR TO ESTABLISHING PERMANENT VEGETATION SEQUENCE OF EROSION AND SEDIMENT CONTROLS INSTALLATION PHASE 1 - INSTALL SILT FENCE AROUND PERIMETER OF DEVELOPMENT AREAS. PHASE - INSTALL SILT FENCE AROUND TEMPORARY TOPSIOIL STOCKPILE. - ESTABLISH STORMATER BASIN, TO BE USED AS SEDIMENTATION BASIN DURING CONST. - CONSTRUCT TEMPORARY SALES AND DIVERSIONS - PROVIDE TEMPORARY SEEDING ON AREAS SCHEDULED TO REMAIN DISTURBED PHASE 3 - MAINTAIN EROSION AND SEDIMENT CONTROLS. PROVIDE ADDITIONAL IF REQUIRED. PHASE 4 - PROVIDE RIPRAP SPLASH PADS AT ALL OUTLETS - PROVIDE HAY BALE FILTERS AROUND ALL NE CATCHBASINS PHASE 5 - MAINTAIN EROSION CONTROLS AND PROVIDE ADDITIONAL MEASURES IF REQUIRED THE PROPOSED DEVELOPMENT CONSISTS OF A NE AND ASSOCIATED PARKING AND RECREATIONAL AREAS. THE NE BUILDING ILL HAVE A FOOTPRINT OF APPROXIMATELY 1,000 SQUARE FEET. THE HOLE PROJECT ILL INVOLVE THE DISTURBANCE OF APPROXIMATELY.6 ACRES. A COMPREHENSIVE STORM ATER MANAGEMENT DESIGN HAS BEEN DEVELOPED TO PRODUCE A ZERO INCREASE IN RUNOFF FROM THE SITE. THE PROPOSED STORMATER COLLECTION SYSTEMS HAVE BEEN DESIGNED FOR A 100-YEAR STORM. TO STORM ATER BASINS HAVE BEEN DESIGNED TO STORE, INFILTRATE, AND ATTENUATE RUNOFF FROM THE DEVELOPMENT AREAS OF THE SITE. ONE IS AN UNDERGROUND RETENTION BASIN, AND ONE IS A SURFACE ET RETENTION POND. THE BASINS ILL INCLUDE OUTLET STRUCTURES TO ATTENUATE FLOS. SEQUENCE OF CONSTRUCTION OPERATIONS PHASE 1 - CLEAR SITE, CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND SILT FENCE PHASE - DEMOLISH EXISTING STRUCTURES PHASE 3 - BEGIN EARTHORK, STRIP AND STOCKPILE TOPSOIL AND ROUGH GRADE THE SITE PHASE 4 - INSTALL MAIN STORM SEER PHASE 5 - EXCAVATE FOR BUILDING FOUNDATION, INSTALL FOOTINGS AND PAD PHASE 6 - INSTALL UNDERGROUND SITE UTILITIES, INSTALL PERMANENT EROSION CONTROL MEASURES ASSOCIATED ITH STORM SEER SYSTEM PHASE 7 - BEGIN CONSTRUCTION OF BUILDING, INSTALL CURBS, RAILINGS AND CONCRETE PHASE 8 - PAVE PARKING AREAS AND ACCESS ROADS PHASE 9 - PREPARE FINISHED GRADE IN GRASSED AREAS. SPREAD TOPSOIL, SEED AND LANDSCAPE AS REQUIRED. INSTALL PERMANENT EROSION CONTROL METHODS. EROSION AND SEDIMENT CONTROL PLAN 4. EROSION AND SEDIMENT CONTROL MEASURES ILL BE INSPECTED AFTER EVERY STORM EVENT. PHASE 6 - PROVIDE STONE CHECK DAMS AROUND CATCH BASINS IN PAVED AREAS HERE REQUIRED PHASE 7 - ESTABLISH FINAL GRADE. PROVIDE PERMANENT SEEDING AND LANDSCAPING ON ALL DISTURBED AREAS. MAINTAIN EROSION MEASURES UNTIL VEGETATIVE COVER IS ESTABLISHED Author C-500 1" = 40'-0"

17 GRASS : ASPHALT 18" VAN ACCESSIBLE HANDICAPPED PARKING 1 PAVING PLAN C-600 1" = 30'-0" 1" 18" HANDICAPPED PARKING 1" " BINDER COURSE 1.5" TOP COURSE 30" DO NOT ENTER SIGN 30" SHOULDER 4" 30" SPEED LIMIT 10 MPH 30" STOP SIGN ROAD CROSS-SECTION 1" = 1'-0" 1" BASE COURSE 5" SUB-BASE COURSE Paving Plan Legend PAVING PLAN 1" = 30'-0" Issue Author C-600 As indicated //017 4:14:59 PM

18 EXISTING GRADE PROPOSED NE GRADE 3.00 : 1 Section 76 C EXISTING GRADE NE GRADE Section 77 C-601 ROAD PROFILE Issue ANTHONY FITZGERALD C-601 //017 6:04:57 PM

19 4' /4" 5' - 0" 5' - 0" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 5' - 0" 5' - 0" 10' - 0" 8' - 6 5/8" 11' - 6" 9' - 0 3/8" 10' - 0" 9' /8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 1' /8" B.O.F= ' - 6" B.O.F= 187' - 6" B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= 185' - 0" B.O.F= ' - 0" B.O.F= 183' - 6" B.O.F= 18' - 6" B.O.F= 179' - 0" B.O.F= ' - 6" B.O.F= 181' - 0" B.O.F= ' - 0" B.O.F= ' - 0" B.O.F= 175' - 0" 1 FRONT OF PROPERTY 4 B.O.F= 177' - 6" B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= 173' - 6" B.O.F= 17' - 6" B.O.F= 171' - 6" B.O.F= 171' - 0" B.O.F= 170' - 0" B.O.F= 169' - 0" : 3 8' - 6" 6' - 6" 7' - 3 3/4" 6' - 0" 15' - 0" 10' - 6" 1' - 1" 7' - 11" 5 C ' - 0 3/8" ' - 0" 4' - 8" 1' - 9" ' - 4 3/4"5' /4" B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= ' - 6" 0' - 10" TYP. B.O.F= 193' - 6" B.O.F= 191' - 0" B.O.F= ' - 0" B.O.F= 189' - 6" B.O.F= ' - 6" B.O.F= 07' - 6" B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= 01' - 6" B.O.F= ' - 6" B.O.F= 199' - 6" 0' - 4 7/8" TYP. 0' - 10" TYP. 4' - 5" 8' - " B.O.F= ' - 6" TYP. EAST_ALL_PARKING_LOT_ 3 FRONT_ALL_REC_3 06' - 9 1/" 8' - 9" 8' - 9" 5' - 7 3/4" 50' - 0" 7' - 7 3/4" 10' - 0" 10' - 0" 0' - 0" 10' - 0" 10' - 0" 0' - 0" 9' - 6" 4 Section 38 B.O.F= 191' - 6" ' - 3 1/4" 0' - 10" TYP. B.O.F= 189' - 0" B.O.F= ' - 6" B.O.F= 187' - 6" REC- B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= 185' - 0" 8' - 0 1/4" B.O.F= ' - 0" B.O.F= ' - 0" B.O.F= 18' - 6" B.O.F= 181' - 6" B.O.F= 181' - 0" B.O.F= ' - 0" B.O.F= 179' - 0" REC-1 B.O.F= ' - 6" B.O.F= 177' - 6" 6' - 0" 1' - 0" 1' - 0" 14' - 0" 4' - 1 1/4" 9' - 6" 11' - 0" 7' - 0" B.O.F= ' - 6" 6' - 0 1/4" 13' - 3 1/" 10' - 0" 10' - 0" 8' - 0 3/8" ALL ELEVATIONS 5 Section 44 0' - 10" typ. B.O.F= 7' - 6" B.O.F= 6' - 6" B.O.F= 5' - 6" B.O.F= 5' - 0" 7 Section 45 B.O.F= 18' - 0" B.O.F= 17' - 6" B.O.F= 16' - 6" B.O.F= 15' - 6" B.O.F= 15' - 0" Issue ANTHONY FITZGERALD //017 5:48:09 PM

20 3 46' - 10" ' - 0" T.O.= 193' - 0" 9' - 0" 6' - 6" 7' - 4 3/4" 11' - 6" 11' - 0" 11' - " T.O.= 46' - 6" 0' - 10" typ. T.O.= 45' - 6" T.O.= 44' - 0" B.O.F= 37' - 0" B.O.F= 36' - 0" B.O.F= 35' - 0" B.O.F= 34' - 6" T.O.= 4' - 6" T.O.= 40' - 6" B.O.F= 33' - 6" T.O.= 185' - 0" B.O.F= 179' - 0" 0' - 10" typ. 4 B.O.F= ' - 6" B.O.F= 177' - 6" B.O.F= ' - 6" 9' /4" 40' - 0" 5' - 3/8" T.O.= ' - 0" T.O.= 187' - 6" T.O.= ' - 6" T.O.= 185' - 0" T.O.= ' - 0" B.O.F= 181' - 0" B.O.F= 181' - 6" B.O.F= 185' - 0" B.O.F= 183' - 6" B.O.F= ' - 0" B.O.F= 18' - 6" 0' - 0" 0' - 0" 0' - 0" 6' /8" B.O.F= 179' - 0" B.O.F= ' - 0" 4' /" 9' - 9 1/" 9' /4" 9' /" 1 Section 43 Section 40 3 Section 47 T.O.= 49' - 0" 88' - 5 1/8" 10' - 0" 70' - 0" T.O.= 48' - 6" T.O.= 46' - 6" 0' - 0" 0' - 0" 40' - 0" : B.O.F= 39' - 6" B.O.F= 39' - 6" B.O.F= 38' - 6" B.O.F= 37' - 6" 7 Section 4 T.O.= 40' - 0" 38' - 9 3/4" 38' - 9" 39' - 0" 6' - 0" 13' - 0" T.O.= 39' - 0" T.O.= 38' - 6" T.O.= 37' - 6" 0' - 1/8" 0' - 3 7/8" 13' - 0" 13' - 0" 13' - 0" T.O.= 37' - 0" B.O.F= 30' - 0" B.O.F= 9' - 0" B.O.F= 8' - 0" B.O.F= 7' - 6" 8 Section 3 T.O.= 31' 3' - 0" - 3 1/4" 10' - 0" 10' - 0" 10' - 0" 0' - 0" 10' - 0" 0' - 0" 10' - 0" 15' - 3 7/8" 10' - 9" 5' - 0 3/4" T.O.= 30' - 0" T.O.= 9' - 6" T.O.= 9' - 0" T.O.= 8' - 6" T.O.= 8' - 0" 0' - 5" 0' - " 0' - 4" 33' - 3 1/4" 50' - 0" 50' - 0" 6' - 0 7/8" 5' - 0 3/4" 0' - 4" 0' - 5" B.O.F= 1' - 6" B.O.F= 0' - 6" B.O.F= 0' - 0" B.O.F= 19' - 0" B.O.F= 18' - 0" 9 Section 3 13' - 6" 18' - 6" 14' /4" 13' - 0" 9' - 0" T.O.= 19' - 6" T.O.= 19' - 0" T.O.= 18' - 6" T.O.= 18' - 0" T.O.= 17' - 6" T.O.= 17' - 6" 0' - 10" TYP. B.O.F= 11' - 0" B.O.F= 10' - 0" B.O.F= 09' - 0" B.O.F= 08' - 6" B.O.F= 07' - 6" 7' - 1 1/4" 40' - 0" T.O.= 11' - 0" T.O.= 10' - 6" 3 ALL ELEVATIONS 4 Section 48 T.O.= 57' - 0" B.O.F= 48' - 0" 6 Section 5 37' - 9 3/4" 37' - 1 1/8" 14' - 6" T.O.= 56' - 0" T.O.= 55' - 0" 5 Section 49 B.O.F= ' - 6" Issue ANTHONY FITZGERALD //017 5:48:13 PM

21 MATCHLINE SECTION 53 B 1' - 0" 1' - 0" 1' - 0" 1' - 0" 11' - 5 1/" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" T.O.= 05' - 0" 0' - 3/4" 0' - 9 1/" T.O.= 06' - 6" T.O.= 07' - 0" 0' - 5/8" T.O.= 07' - 6" 0' - 5/8" 0' - 5/8" 0' - 5/8" T.O.= 08' - 0" T.O.= 08' - 6" T.O.= 09' - 0" 0' - 5/8" 0' - 5/8" 0' - 5/8" 0' - 5/8" T.O.= 09' - 6" 3' - 5 1/" B.O.F= ' - 6" 1' - 0" B.O.F= ' - 6" 60' - 0" B.O.F= ' - 0" 36' - 0" B.O.F= 199' - 0" 36' - 0" B.O.F= 199' - 6" B.O.F= ' - 6" Section 53 A C-70 MATCHLINE SECTION 53 A 1' - 0" T.O.= 09' - 6" T.O.= 10' - 0" T.O.= 10' - 6" 3 Section 53 B 0' - 5/8" B.O.F= ' - 6" 1' - 0" 1' - 0" 0' - 5/8" 1' - 0" B.O.F= 01' - 6" 1' - 0" 0' - 5/8" 1' - 0" T.O.= 11' - 0" 48' - 0" 1' - 0" 0' - 5/8" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 15' - 9 1/4" 8' - 3/4" T.O.= 11' - 6" T.O.= 1' - 0" T.O.= 1' - 6" 0' - 5/8" 0' - 5/8" 36' - 0" 48' - 0" B.O.F= 03' - 0" B.O.F= ' - 0" 0' - 4 5/8" : C-70 11' - 7 5/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 19' /8" 3' - 6" T.O.= 38' - 6" T.O.= 39' - 0" 0' - " T.O.= 39' - 6" T.O.= 40' - 0" 0' - 3 1/4" T.O.= 1' - 6" 0' - 1/" T.O.= 1' - 0" T.O.= 11' - 6" 0' - 1 1/4" 0' - 3/8" 0' - 1 1/8" 0' - 1 3/8" T.O.= 11' - 0" B.O.F= 9' - 0" B.O.F= 30' - 0" B.O.F= 30' - 6" B.O.F= 03' - 0" B.O.F= ' - 6" 4 Section 51 C-70 5 Section 50 C-70 1' - 7 1/" 10' - 0" 10' - 0" 9' - 9 3/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" T.O.= 9' - 0" T.O.= 9' - 6" T.O.= 30' - 0" 0' - 1/8" 0' - 1 1/8" 0' - " T.O.= 30' - 6" 0' - 1 5/8" 0' - 1/4" T.O.= 31' - 0" 5' - 4 7/8" 40' - 0" B.O.F= 0' - 0" B.O.F= 0' - 6" B.O.F= 1' - 6" 6 Section 61 C-70 1 Section 1 11' - 0 5/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" ' /8" T.O.= ' - 0" T.O.= 1' - 6" T.O.= 1' - 0" T.O.= 0' - 6" T.O.= 0' - 0" 0' - " 0' - " 0' - 1" 0' - 3" 0' - " 31' - 0 5/8" 60' - 0" B.O.F= 1' - 6" B.O.F= 11' - 6" T.O.= 19' - 0" T.O.= 19' - 6" 0' - 1/4" T.O.= 0' - 0" 0' - 1/4" 0' - 1 7/8" T.O.= 0' - 6" 0' - 1 7/8" 0' - 1/4" 0' - " 0' - " T.O.= 1' - 0" T.O.= 1' - 6" 0' - 5/8" 0' - 1/8" T.O.= 19' - 6" B.O.F= 11' - 0" C-70 10' - 0" 10' - 0" 10' - 0" 9' - 9 3/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 9 3/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7 Section 6 C-70 0' - 0" 9' - 9 3/8" 39' - 9 3/8" 40' - 0" B.O.F= 11' - 6" B.O.F= 1' - 6" B.O.F= 10' - 0" B.O.F= 11' - 0" B.O.F= 09' - 0" 0' - 5/8" 0' - " T.O.= ' - 0" ALL ELEVATIONS Issue ANTHONY FITZGERALD C-70 //017 5:48:17 PM

22 14' - 1/" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 6" T.O.= ' - 0" T.O.= ' - 6" T.O.= 177' - 0" T.O.= 177' - 6" T.O.= ' - 6" T.O.= 177' - 6" T.O.= ' - 0" 11' - 9 3/8" T.O.= ' - 6" T.O.= ' - 6" 10' - 9 5/8" 13' - 0 5/8" 6' - 4 5/8" 7' - 0 3/8" T.O.= 185' - 6" T.O.= 187' - 0" B.O.F= 187' - 0" B.O.F= 166' - 6" B.O.F= 167' - 6" T.O.= 179' - 0" T.O.= 179' - 6" B.O.F= 179' - 0" 1 Section 67 C-703 B.O.F= 168' - 0" B.O.F= 169' - 0" Section 9 C-703 4' /8" 5' - 4 7/8" 3' - 0" ' - 9" 3' - 1" 3' - 1" 3' - 1" 6' /4" 1' - 4 1/4" T.O.= ' - 0" T.O.= ' - 0" T.O.= ' - 0" T.O.= 193' - 0" T.O.= ' - 0" T.O.= ' - 0" T.O.= ' - 0" T.O.= ' - 0" T.O.= 181' - 6" B.O.F= ' - 6" B.O.F= 187' - 0" 13' - 0 1/" 15' - 0" 15' - 0" 10' - 1/8" 10' - 0" 15' - 4 3/4" B.O.F= ' - 6" B.O.F= 183' - 0" T.O.= 177' - 0" T.O.= 175' - 6" T.O.= ' - 6" T.O.= 170' - 6" T.O.= 169' - 0" 1' - 10" B.O.F= 158' - 6" B.O.F= 159' - 0" ' - 6" ' - 6" 1' - 6" 1' - 6" B.O.F= 163' - 6" B.O.F= 161' - 0" T.O.= ' - 0" ' - 0" ' - 6" ' - 6" ' - 6" ' - 6" B.O.F= 169' - 0" B.O.F= 167' - 6" B.O.F= 166' - 0" 1' - 10" 1' - 9" 1' - 9 1/4" 0' - 9" B.O.F= 181' - 0" B.O.F= ' - 6" B.O.F= ' - 0" B.O.F= 173' - 6" B.O.F= 171' - 0" 0' - 9 1/" 3 Section 7 C-703 9' - 6 1/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" T.O.= 170' - 0" T.O.= 171' - 0" T.O.= 169' - 6" T.O.= 170' - 0" T.O.= 170' - 6" T.O.= 169' - 0" T.O.= 169' - 0" B.O.F= 161' - 6" B.O.F= 16' - 6" B.O.F= 161' - 6" B.O.F= 163' - 0" B.O.F= 163' - 6" B.O.F= 165' - 0" B.O.F= 164' - 6" 4 Section 68 C-703 : 15' - 1 1/8" T.O.= ' - 0" T.O.= ' - 0" 4' - 8" 8' - 0" T.O.= ' - 6" T.O.= ' - 0" 45' - 1 1/" 4' - 0" 16' - 0" B.O.F= 187' - 0" B.O.F= 173' - 6" B.O.F= 179' - 0" T.O.= 18' - 6" T.O.= 179' - 6" B.O.F= 170' - 6" B.O.F= 169' - 0" T.O.= ' - 6" T.O.= ' - 0" 7' - 6 1/8" T.O.= 170' - 0" B.O.F= 166' - 6" B.O.F= 164' - 0" B.O.F= 161' - 6" B.O.F= 161' - 0" ALL ELEVATIONS 5 Section 73 C-703 Issue ANTHONY FITZGERALD C-703 //017 5:48:19 PM

23 BETA 0' - 3" 0' - " "L" "O" RETAINING ALL SCHEDULE (f'c=3000 psi, fy=60,000psi) h H HEEL B T "O" BARS "L_" BARS "P' BARS "L_B" Bars 3' - 0" 0' - 8" 1' - 0" ' - 8" 1' - 0" #4@9 #4@1" #4@9" 5#4 4' - 0" 0' - 8" 1' - 6" 3' - " 1' - 0" #4@9 #4@1" #4@9" 5#4 5' - 0" 0' - 8" ' - " 3' - 10" 1' - 0" #4@9 #4@1" #4@9" 5#4 6' - 0" 0' - 8" ' - 8" 4' - 7" 1' - 0" #4@9 #4@1" #4@9" 6#4 7' - 0" 0' - 11" ' - 9" 5' - 1" 1' - 0" #4@9 #5@1" #4@9" 7#4 8' - 0" 0' - 11" 3' - 3" 5' - 10" 1' - " #5@1 #5@1" #5@1" 9#4 9' - 0" 1' - 7" 3' - 3" 6' - 8" 1' - 8" #6@1 #8@16" #6@1" 5#7 10' - 0" ' - 5" ' - 11" 7' - 4" ' - 6" #9@18 #9@1" #9@18" 8#7 11' - 0" ' - 9" 3' - " 8' - " ' - 10" #7@9 #9@1" #7@9" 10#7 1' - 0" ' - 11" 3' - 6" 8' - 10" 3' - 0" #7@9 #9@11" #7@9" 16#6 13' - 0" 3' - 3" 3' - 9" 9' - 8" 3' - 4" #6@6 #9@10" #6@6" 19#6 14' - 0" 3' - 4" 4' - " 10' - 4" 3' - 6" #6@6 #9@10" #8@9" 1#8 : hl 0' - " 0' - 3 3/8" B l_d l_d C 0' - 3" "P" Note: 1. The development length in the footing is 3in less than the length of the footing on both sides;ld. hl should be at least 3'-6" T 0' - 3 3/8" 0' - 3" "L_B" B 1 Retainwall Typical Detail C-800 1" = 1'-0" TYPICAL ALL DETAILS Issue ANTHONY FITZGERALD C-800 1" = 1'-0" //017 5:48:0 PM