03.1 Drawing Civil Storm Ph3.pdf

A M

AC-FT ACRE-FEET MH MANHOLE

AC ACRES MFR MANUFACTURER

ACC ASPHALT CEMENT CONCRETE MATL MATERIAL

ADDM ADDENDUM MAX MAXIMUM

ALT ALTERNATE MECH MECHANICAL

ALUM ALUMINUM MTL METAL

ADA AMERICAN WITH DISABILITIES ACT MIN MINIMUM

AB ANCHOR BOLT MISC MISCELLANEOUS

ANOD ANODIZED

APPROX APPROXIMATE N

ARCH ARCHITECT(URAL) NOM NOMINAL

AD AREA DRAIN N NORTH

ASPH ASPHALT NA NOT APPLICABLE

NIC NOT IN CONTRACT

B NTS NOT TO SCALE

BSMT BASEMENT NO NUMBER

BM BEAM, BENCHMARK

BC BOTTOM OF CURB O

BW BOTTOM OF WALL OC ON CENTER

BLDG BUILDING OPNG OPENING

OD OUTSIDE DIAMETER

C OH OVERHEAD

CIP CAST IRON / CURB INLET OHC OVERHEAD COMMUNICATIONS

CIP CAST IRON PIPE / CAST IN PLACE OHE OVERHEAD ELECTRIC

CB CATCH BASIN

CL CENTERLINE P

CO CLEANOUT PL PROPERTY LINE

CLR CLEAR PC POINT OF CURVE

COL COLUMN PCC PORTLAND CEMENT CONCRETE

COMB COMBINATION PERF PERFORATED

COM COMMUNICATION PI PINT OF INTERSECTION

CONC CONCRETE PLBG PLUMBING

CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD

CONSTR CONSTRUCTION PT PRESSURE TREATED

CJ CONSTRUCTION JOINT PVC POLYVINYL CHLORIDE (PLASTIC)

CONT CONTINUOUS PSI POUNDS PER SQUARE INCH

CLL CONTRACT LIMIT LINE PSF POUNDS PER SQUARE FOOT

CONTR CONTRACTOR PW PRIVATE WATER / DOMESTIC WATER

COORD COORDINATE

CMP CORRUGATED METAL PIPE Q

CU FT CUBIC FEET QTY QUANTITY

CFS CUBIC FEET PER SECOND

CU YD CUBIC YARD R

R RADIUS

D REINF REINFORCE(D)(-ING)

DIA DIAMETER RCP REINFORCED CONCRETE PIPE

DIM DIMENSION REQ'D REQUIRED

DWG DRAWING REV REVISION

DI DROP INLET ROW RIGHT OF WAY

DIP DUCTILE IRON PIPE

S

E SAN SANITARY

EA EACH SD STORM DRAIN

E EAST SS SANITARY SEWER

ELEC EKECTIC(AL) SCHED SCHEDULE

EL ELEVATION SJ SCORED JOINT

EQ EQUAL SECT SECTION

EST ESTIMATE SHT SHEET

EXIST EXISTING S SOUTH

EXIST GR EXISTING GRADE SPEC SPECIFICATION

EXP EXPANSION SQ SQUARE

EJ EXPANSION JOINT SF SQUARE FEET

STD STANDARD

F STM STEAM

FT/FT FEET PER FOOT STW STORMWATER

FPS FEET PER SECOND STRUCT STRUCTURE / STRUCTURAL

FFE FINISH FLOOR ELEVATION

FF EL FINISH FLOOR ELEVATION T

FIN FINISH(ED) TD TRENCH DRAIN

FIN GR FINISHED GRADE TEL TELEPHONE

FH FIRE HYDRANT TC TOP OF CURB

FLR FLOOR TOW TOP OF WALL

FT FOOT / FEET TYP TYPICAL

G U

GALV GALVINIZED UE UNDERGROUND ELECTRIC

GA GAUGE UNO UNLESS NOTED OTHERWISE

G NATURAL GAS

V

H VIF VERIFY IN FIELD

HT HEIGHT VERT VERTICAL

HDPE HIGH DENSITY POLYETHELENE PIPE

HORIZ HORIZONTAL W

HYD HYDRANT WTR WATER

W WEST

I W/ WITH

INCL INCLUDE(D)(-ING) W/O WITHOUT

ID INSIDE DIAMETER WPT WORKPOINT

INV INVERT

Y

J YR YEAR

JT JOINT

L

LAT LATTITUDE

LB POUND

LP LIGHT POLE

LF LINEAR FEET

B5 GENERAL NOTES

A5 EROSION CONTROL NOTESA1 ABBREVIATION LIST

SCALE: NOT TO SCALE

VIEW CALLOUT LEGEND

L-001 B1

L-001 C1

REVISION

NUMBER

REVISION

CLOUD

SHEET NOTE

NUMBER

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED.

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED.

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED. PLAN DETAIL

DETAIL

SECTION

DETAIL

POINTER

SHEET

KEYNOTE

REVISION

NOTE

SCALE: 1/8"=1'-0"A1 View Name

DETAIL NUMBER

DETAIL NAME

DETAIL SCALE

F1 F2 F3 F4 F5 F6 F7

E1 E2 E3 E4 E5 E6 E7

D1 D2 D3 D4 D5 D6 D7

C1 C2 C3 C4 C5 C6 C7

B1 B2 B3 B4 B5 B6 B7

A1 A2 A3 A4 A5 A6 A7

1 2 3 4 5 6 7

1 2 3 4 5 6 7

A

B

C

D

E

F

A

B

C

D

E

F

L-101

LANDSACAPE

PLAN

S H E E T T I T L E

D A T E

P R O J E C T N U M

XX/XX/XX

Project Number

R E V I S I O N S

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING

UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THIS

DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ARCHITECT

SHALL AFFIX THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED

BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION

Enter address here

Owner

Project Name

NOT FOR CONSTRUCTION

PROJECT

NORTH

PROPOSED PROPOSED (CONTINUED)

BUILDING WALL/EDGE

CONCRETE PAVEMENT

ASPHALT DRIVE PAVEMENT

ASPHALT ROAD PAVEMENT

ASPHALT PARKING PAVEMENT

BUILDING DOOR

BUILDING OVERHANG

OE OEOVERHEAD POWER/ELECTRICAL

UE UEUNDERGROUND POWER/ELECTRICAL

PROPERTY LINE

SETBACK LINE

EASEMENT LINE

CENTERLINE

O O OFENCE

TREE LINE

SAN SANSANITARY SEWER

SWALE CENTER LINE

● ● ●EDGE OF WATER (POND, LAKE, STREAM)

MINOR OR INTERVAL CONTOURS

MAJOR CONTOURS

UNIT PAVERS

REMOVALS

ASPHALT WALK PAVEMENT

E J

PAVEMENT TO BE REMOVED/SAW-CUT LINE

STORM DRAIN LINE TO BE REMOVED SD SD SD

SANITARY SEWER LINE TO BE REMOVED

G G GNATURAL GAS LINE

SD SDSTORM DRAIN PIPE

DOMESTIC WATER LINE

UNDERDRAIN > > > >

SPOT ELEVATIONS

SILT FENCE

INLET PROTECTION (TYPE 1, 2, 3, ETC.)

CHECK DAM

FLARED END SECTION & RIP/RAP

RIP/RAP

● CLLCONTRACT LIMIT LINE (CLL)

PW PW

UTILITY POLE

LIGHT POLE

COMMUNICATIONS/FIBER OPTIC MANHOLE/BOX

ELECTRIC MANHOLE/ & VAULT

C T

E

UTILITY PULLBOX

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STEAM MANHOLE & VAULT

E C

S

D

UNDERGROUND UTILITY CLEANOUT

DOMESTIC WATER MANHOLE W

STM STM

E

LP

CO

DOMESTIC WATER VALVE WV

CATCH BASIN/STORM INLET

CICURB INLET

CB SI

WATER HYDRANT

DECIDUOUS TREE

CONIFEROUS TREE

SHRUBS (DECIDUOUS & CONIFEROUS)

LP LP

SS SS SS

ROCK DAM

TEMPORARY SEDIMENT BASIN & PIPE OUTLET

CATCH BASIN SEDIMENT TRAP

RIP/RAP OUTLET SEDIMENT TRAP

CURB

EXISTING

BUILDING EXTERIOR WALL

BUILDING DOOR

BUILDING OVERHANG

OVERHEAD COMMUNICATIONS/FIBER OPTIC/TELE

COM COMUNDERGROUND COMMUNICATIONS/FIBER/TELE

G G GNATURAL GAS LINE

OHE OHEOVERHEAD POWER/ELECTRICAL

UE UEUNDERGROUND POWER/ELECTRICAL

PROPERTY LINE

SETBACK LINE

EASEMENT LINE

CENTERLINE

X X X XFENCE

TREE LINE (WOODS, MASSINGS, ETC.)

SAN SANSANITARY SEWER

> > >SWALE CENTER LINE

STM STMSTEAM LINE

SD SDSTORM LINE

EDGE OF WATER (POND, LAKE, STREAM)

MINOR OR INTERVAL CONTOURS

MAJOR CONTOURS

DOMESTIC WATER PW PW

UNIDENTIFIED UNDERGROUND UTILITIES UID UID

RIP/RAP

WETLANDS

SPOT ELEVATION 255.65

255.65 255.65

SURVEY MONUMENT/BENCHMARK

UTILITY POLE

LIGHT POLE

COMMUNICATIONS/FIBER OPTIC MANHOLE/BOX

ELECTRIC MANHOLE/ & VAULT

C T

E

UTILITY PULLBOX

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STEAM MANHOLE & VAULT

E C

S

D

CLEANOUT

DOMESTIC WATER MANHOLE W

STM STM

E

LP

CO

DOMESTIC WATER VALVE WV

CATCH BASIN/STORM INLET

CICURB INLET

CB SI

FIRE HYDRANT

BORE OR CORE HOLE

TREE

SHRUBS (DECIDUOUS & CONIFEROUS)

TREE TO BE REMOVED

GROUND COVER/PERENNIAL & ANNUAL MASSINGS

WET MEADOW

WETLAND PLANTING

EROSION CONTROL BLANKET

UPLAND MEADOW

PLANT TAG (SEE SCHEDULE ENTRY)

100.00

XX

NTS

GRAPHIC SYMBOL LEGEND

C5

A2

1. DRAWINGS ARE BASED ON A SURVEY PROVIDED BY C.T. MALE ASSOCIATES , TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY MAP FOR NYANG - NIAGARA FALLS AIR RESERVE STATION HEADQUARTERS BUILDING" BENCHMARK IS SOUTH BOLT ON HYDRANT. ELEVATION = 601.40'. DATED NOVEMBER12, 2018 .

2. LOCATIONS OF THE UNDERGROUND UTILITIES AND OTHER UNDERGROUND STRUCTURES WERE OBTAINED BY FIELD MEASUREMENTS WHERE POSSIBLE. OTHERWISE, THEY WERE OBTAINED FROM OTHER SOURCES AND MAY BE APPROXIMATE ONLY. OTHER UNDERGROUND UTILITIES AND STRUCTURES MAY EXIST, BUT THEIR LOCATIONS ARE PRESENTLY UNKNOWN.

FIELD LOCATE PRIOR TO EXCAVATION AND REPAIR ANY DAMAGE FROM CONSTRUCTION ACTIVITIES.

3. CONTRACTOR TO HIRE PRIVATE UTILITY LOCATOR SERVICE AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) 72 HOURS PRIOR TO EXCAVATION.

4. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE (COR) REVIEW OF LAYOUT AND GRADING BEFORE PROCEEDING WITH CONSTRUCTION.

5. COMPLY WITH ALL REQUIREMENTS OF GOVERNMENT AGENCIES HAVING JURISDICTION OF ADJOINING ROADWAYS RELATIVE TO MAINTENANCE AND PROTECTION OF TRAFFIC. ALL WORK WITHIN ROAD RIGHT-OF-WAYS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. OBTAIN ALL PERMITS REQUIRED FROM AUTHORITIES HAVING JURISDICTION INCLUDING PAYMENT OF FEES AND PERFORMANCE BONDS. CONTRACTOR MUST KEEP COR INFORMED OF ALL PHASES OF SECURING PERMITS.

6. ADJUST ALL EXISTING MANHOLES AND CATCH BASIN RIMS, WATER VALVE COVERS, AND OTHER UTILITIES WHERE ENCOUNTERED, TO MEET NEW LINE AND GRADE OF FINISHED LAWN OR

PAVEMENTS.

7. SAW-CUT ALL EXISTING PAVEMENTS AT LIMITS OF REMOVAL TO FORM A CLEAN STRAIGHT EDGE TO WHICH NEW PAVEMENTS, LAWN OR PLANT BEDS WILL ABUT.

8. SAW-CUT EXISTING CONCRETE PAVEMENTS AT NEAREST CONTROL JOINT TO LIMITS OF REMOVAL AND REPLACE CONCRETE PAVEMENTS IN FULL FLAGS.

9. REPAIR ALL EXISTING PAVEMENT WHERE DAMAGED AND/OR DISTURBED BY THE WORK OF THE CONTRACT AT NO COST TO THE OWNER. REPAIRS SHALL BE MADE WITH LIKE MATERIALS OF EQUAL QUALITY AND TO THE EXISTING PAVEMENT SECTION DEPTH WITH LIKE MATERIALS UNLESS OTHERWISE NOTED. THE AREA OF REPAIR SHALL BE NOT LESS THAN 10' BY 10'

UNLESS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

10. REPAIR ALL EXISTING LAWN AREAS DAMAGED AND/OR DISTURBED BY WORK OF THIS CONTRACT. REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE MATERIALS AND METHODS DESCRIBED IN CHECK TURF AND GRASSES OF THE CONTRACT SPECIFICATIONS OR AS INDICATED ON THE PLANS AND DETAILS.

11. INSTALL 6" (SETTLED DEPTH) TOPSOIL AND ESTABLISH LAWN IN ALL AREAS WITHIN THE CONTRACT LIMITS NOT DESIGNATED FOR OTHER SURFACES. REPAIR ALL OTHER AREAS

DISTURBED BY CONSTRUCTION.

12. ALL CONSTRUCTION IN THE BASE RIGHT OF WAY TO BE PER BASE STANDARD DETAILS & SPECIFICATIONS.

13. ALL PAVEMENT STRIPING DAMAGED TO BE REPLACED/ RESTRIPED IN KIND.

1. EMPLOY EROSION CONTROL MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND OTHERWISE NECESSARY TO PREVENT DAMAGE TO ON-SITE FACILITIES AND ADJOINING PROPERTY. ALL MEASURES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE NEW YORK STATE DEC REGULATIONS INCLUDING THE STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENTATION CONTROLS MANUAL. (THE BLUE BOOK, JULY 2016 OR LATEST VERSION).

2. CLEAN PAVED ROADWAYS DURING CONSTRUCTION TO PREVENT SEDIMENT TRACKING ONTO PUBLIC ROADS.

3. APPLY WATER OR A DUST PALLIATIVE TO MINIMIZE DUST AND EMPLOY MEASURES TO MINIMIZE OTHER CONSTRUCTION NUISANCES THROUGHOUT THE COURSE OF THE PROJECT PER THE

CONTRACT SPECIFICATIONS.

4. REMOVE NO MORE VEGETATIVE COVER THAN IS NECESSARY FOR IMMEDIATE GRADING ACTIVITIES.

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Conc.

C on c.

W al k

Steps

C on c.

W al k

Metal Deck

S te ps

Asphalt

Vault

C on c.

W al k

Grass

Condenser

Grass

Grass

(Depth=1-3')

4" PVC

Grass

Riser

Riser Tower on Conc.

RisersRisers C on c.

Grass

Vault

Vault

Conc.

Conc. Walk

Conc. Walk

Conc.

Grass

Asphalt Parking Lot

Grass

Conc. Curb

Conc.

Grass Grass

Co nc

Curb CutCurb Cut

Curb Cut

Grass

Conc. Curb

Grass

BM - 'X' Cut on North Bolt on Hydrant Elevation = 601.72'

Vault

C on c.

C on c.

W al k

Landscaping

Grass

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3') (Depth=2-3')

La nd sc ap in g

Grass

La nd sc ap in g Landscaping

La nd sc ap in g

S to ne

(Depth=1-3')

Satellite Dish Satellite

Dish

Satellite Dish

Satellite Dish

Guardian Street

Kirsch Drive (6

6' W id e pe r

To w n H ig hw ay S ta tu te

(U nk no w n Li ne

(U nk no w n Li ne

(U nk no w n Li ne

(U nk no wn

Lin e)

(Unknown Line)

(Might be actual location of 12 PEP)

(Depth=1-2')

U E

U E

(Depth=1-2')

(Depth=3-5')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

UE

UE

UE

U E

U E

U E

U E

UE

UE

UE

UE UE UE UE UE UE

(Depth=3-4')

(Depth=3-4')

UE

UE

UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE UE

UE

UE

UE

UE

UE

UE

(Depth=1-2')

(Depth=2-3')

(Depth=1-2')

(Depth=1-2')

(Depth=3-4')

UE

UE UE UE UE UE UE UE UE UE UE

UE

UE

UE

UE UE UE

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(EOWL)

(EOL)

BOL

BOL

BOL

BOL

BOL

POST

POST

POSTPOST

POST

POST

POST

POST

POST

BOL

BOL

BOLBOL

BOL BOL

BOL

BOL

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

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(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')(Depth=4-6')

PW PW PW PW PW PW PW PW PW

(Depth=3-5')

PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW

(Depth=3-5')

(Depth=3-5')

(Depth=3-5') (Depth=3-5') (Depth=3-5')

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

PW PW

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW PW PW PW

PW

PW

PW

PW

PW PW PW PW PW

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

(Depth=3-5')

(EOL)

(EOWL)

WV

WELL#

HYD

WV

WV

HYD

HYD

WV

WV

WV

WV

WV

WV

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3') (Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=3-5')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

Fib er

O pt ic

Fib er

O pt ic

Fiber Optic

Fiber O ptic

Fiber O ptic

Fiber O ptic

Fi be r O pt ic

Fiber Optic

Fi be r O pt ic

Fi be r O pt ic

Fiber O ptic

Fiber O ptic

(Depth=2-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3')

G G

G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G

G G

(Depth=2-3')

(Depth=3-4')

G G

G G

G G

G G

G G

G G

G G

G G

G

G G G G G G

(Depth=3-4') (Depth=2-3') (Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=4-5')

(Depth=4-5')

(Depth=4-5')

G G

G G

(EOWL)

Inv-599.47

Inv-598.56

S ill

-6

.6

Rim-597.82

Rim-599.99

Rim-599.03

Rim-597.65

8" PVC

15" PVC

8" PVC

15" PVC

8" P

VC

N Inv-594.82

E Inv-594.30

4" PVC

W Inv-596.75

S Inv-596.00

8" P

VC

N Inv-597.58

S Inv-597.63

8" PVC

Inv-598.59

8" PVC

Plans don't show Roof

Drain's tie into the 12"

PEP line around Bldg.

12" PEP

(2

6" P ip es

C M

P pe r pl an s

C M

P pe r pl an s

CM

P pe r pl an s

Dashed Yellow Line

Single Yellow LineSingle Yellow Line

TC 601.13

BC 600.63

TC 600.71

BC 600.21

TC 600.63

BC 600.13

TC 600.50

BC 600.00

TC 600.44

BC 599.94

TC 600.44

BC 599.94

TC 600.35

BC 599.85

TC 600.29

BC 599.79

TC 600.22

BC 599.72

TC 600.10

BC 599.60

TC 599.92

BC 599.62

TC 601.90

BC 601.50

Flush

BC 601.74

Flush

BC 601.37

TC 599.09

BC 598.59

TC 599.19

BC 598.69

TC 599.21

BC 598.91

X X X X X X X X X X X X X X X X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

TMH#

TPED

TMH#

UE

UE

UE

UE

Metal Rack

"Yield"

"Speed Limit 25"

"Yield"

"Speed Limit 15"

"No Parking""No Parking"

"Yield""Yield"

Sign

Sign

CBCBCB

CB

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD

SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

CB CB

CB

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

C on c.

PW

PW

PW

PW

(Depth=3-5')

WV

4" PEP

12" PEP

SD

SD

SD

SD

SD

SD

(Depth=1-2')

(Depth=1-2')

YL YL

(Depth=2-3')

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD

SA

N

SA

N

SA

N

SA

N

SA

N

SS

SS

SS

SA

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

Ev ap or at or

C on c.

Risers Risers

S te ps

Conc.

Condensers

Rim-601.07

Rim-601.22

Rim-601.14

Rim-601.68

Rim-600.62

Rim-597.84Rim-598.54 C Inv-592.44

8" PVC8" PVC

E Inv-592.10 W Inv-592.14

L

10" PVC

PV

C

8" P

VC

SW Inv-596.16 C Inv-595.78L

PV

C

PV

C

Fl ow

Fl ow

Flow

Fl ow

12" PVC

6" PVC

NW Inv-596.21 C Inv-595.59L

12" PVCFlow

Flow

" P

VC

12" PVC

E Inv-591.46 SW Inv-591.52 W Inv-591.52

6" C

IP

8" PVC

10" VCP

10" VCP

N Inv-594.24 SE Inv-594.20 S Inv-598.74 W Inv-594.20

12" PVC

12" PVC

N Inv-593.72 W Inv-594.92

Flow

C Inv-592.02L (En d n ot fou nd

(End not found)

6" C

IP

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

Ebox

Generator

Ebox

Elec. Panel

Shut-Off

(Depth=5-7')

(Depth=5-7') (Depth=5-7')

(Depth=2-3')

(Depth=5-7')

(Depth=5-7')

(Depth=3-5')

(Depth=3-5')

Elec. Panel

(Depth=5-7')

(Depth=5-7')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=5-6')

Eb ox

(Depth=5-7')

(Depth=5-7')

(EOL)

(shown per plans)

(shown per plans)

(shown per plans)

XXX Chiller Lines

SMH#

SMH#

SMH#

SMH#

SMH#SMH#

SMH#

EMH#

EMH#

Drain

Drain

RD

Drain

Gas Riser

Gas Riser

24" Maple

12" Spruce

12" Spruce

8" Spruce

16"

16"

24"

18"

24"

GMTR

GMTR

GM

Steps

Riser

Risers

Steps

S te ps Riser

Riser

6" PVC

Grate

Riser

S te ps

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD RD RDRD

RD

RD

O ve rh an g

O ve rh an g

BL#1

O ve rh an g

CO

CO

CO

CO

CO

O ve rh an g

Overhang

Overhang

Overhang

Overhang

NG 78

NG 77

UMH

AbandonedCO

Shrub

Shrub

GV

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD SD SD SD SD

SD SD

SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSD

2 Story Concrete Building

SDSDSDSD

SD SD SD SD

S ill

-5

.7

S ill

-6

.8

Sill-598.76

S ill

-6

.7

Sill-602.75 Sill-602.73

(Note: 12" PEP and 4" PEP lines around building are shown per plans)

PE

P

PE

P

4" P

EP

12" PEP

4" PEP

12" PEP

4" PEP

4" P

EP

4" PEP

4" P

EP

PE

P

PE

P

PE

P

4" PEP

12" PEP

4" P

EP

4" P

EP 4"

P

EP

GMTR

REMOVE EXISTING SHRUBS, TYP.

REMOVE ALL DEBRIS

BLOCKING EXISTING AREA

DRAIN AND JET CLEAN PIPES

ABANDON AND CAP EXISTING DOWN

SPOUT CONNECTION IN PLACE 4' BELOW

GRADE. INSTALL NEW DOWNSPOUT

CONNECTION PER DETAIL- TYP. OF 21.

SAW CUT NEAT STRAIGHT LINE AT

NEAREST JOINT, (TYP.)

REMOVE EXISTING

CONCRETE WALK REMOVE CONCRETE

WALK TO NEAREST JOINT

REMOVE EXISTING SHRUBS, TYP.

REMOVE EXISTING

CONCRETE WALK

REMOVE EXISTING

ASPHALT PAVEMENT

SAW CUT NEAT STRAIGHT LINE

AT NEAREST JOINT, (TYP.)

REMOVE EXISTING

CONCRETE

SAW CUT NEAT, STRAIGHT LINE @

LIMITS OF PAVEMENT REMOVAL

SAW CUT NEAT STRAIGHT LINE AT

NEAREST JOINT

REMOVE EXISTING

CONCRETE WALK

REMOVE EXISTING

CONCRETE WALK SEE ARCHITECTURE PLANS

FOR BUILDING & STAIRS

DEMOLITION / REMOVAL

SEE ARCHITECTURE PLANS

FOR BUILDING & STAIRS

DEMOLITION / REMOVAL

SEE ARCHITECTURE PLANS

FOR BUILDING & STAIRS

DEMOLITION / REMOVAL

SEE ARCHITECTURE PLANS

FOR BUILDING & STAIRS

DEMOLITION / REMOVAL

ABANDON AND CAP EXISTING DOWN

SPOUT CONNECTION IN PLACE 4' BELOW

GRADE. INSTALL NEW DOWNSPOUT

CONNECTION PER DETAIL- TYP. OF 21.

ABANDON AND CAP EXISTING

DOWN SPOUT CONNECTION IN

PLACE 4' BELOW GRADE. INSTALL

NEW DOWNSPOUT CONNECTION

PER DETAIL- TYP. OF 21.

ABANDON AND CAP EXISTING DOWN

SPOUT CONNECTION IN PLACE 4' BELOW

GRADE. INSTALL NEW DOWNSPOUT

CONNECTION PER DETAIL- TYP. OF 21.

SAW CUT NEAT STRAIGHT LINE

AT NEAREST JOINT, (TYP.)

REMOVE EXISTING

CONCRETE WALK

REMOVE EXISTING CONCRETE

WALK & STORM DRAIN

SAW CUT NEAT STRAIGHT LINE

AT NEAREST JOINT, (TYP.)

REMOVE EXISTING

CONCRETE

REMOVE EXISTING

CONCRETE

SAW CUT NEAT STRAIGHT LINE

AT NEAREST JOINT, (TYP.)

SAW CUT NEAT STRAIGHT LINE AT

NEAREST JOINT

REMOVE EXISTING CONCRETE

WALL & STEPS & AND FENCE.

BACKFILL WITH STRUCTURE FILL

TO WITHIN 6" OF FINISH GRADE

REMOVE CONCRETE

WALK TO NEAREST JOINT

SAW CUT NEAT STRAIGHT LINE AT

NEAREST JOINT

REMOVE EXISTING

4" PEP UNDERDRAIN

REMOVE EXISTING

4" PEP UNDERDRAIN

WATER LINE & STRUCTURES; SEE

CIVIL UTILITY DEMOLITION PLAN

FOR CONTRACT REQUIREMENTS

UNDERGROUND ELECTRIC &

SANITARY LINE & STRUCTURES; SEE

CIVIL UTILITY DEMOLITION PLAN

FOR CONTRACT REQUIREMENTS

REMOVE EXISTING TREE

AND GRIND STUMP TO 18"

BELOW FINISHED GRADE

A1 1" = 20'

DEMOLITION & REMOVALS PLAN

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (4

) 7

-4

Fa x

(6

) 3

-7

PO

N D

J O

B# : 1

SI

ZE

AN

SI

D

FI

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N

AM

E:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

FI

LE

N U

M

BE

R

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

Q

PK

D

ES

IG

N

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

Q

PK

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

3/ 6/

:2

8:

P M q:

\jo bs \2

9\ Si te \C

AD

\N ia ga ra

AN

G _B as e.

dw g

R

EN

O

VA

TE

O

PE

R

AT

IO

N S

AN

D

TR

AI

N

IN

G F

AC

IL

IT

Y, B U

IL

D

IN

G

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D N

IA

G

AR

A

FA

LL

S

AI

R R

ES

ER

VE

ST

AT

IO

N

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D

JC AR JC

CD-101

D

EM

O

LI

TI

O

N

R

EM

O

VA

LS

P

LA

N

NOTES

1. COORDINATE WITH THE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATIONS PLANS FOR THE LOCATION OF THE CONCRETE PAD AND RELATED

APPURTENANCES.

2. FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOMMUNICATIONS

CONTRACTS SHALL BE RESPONSIBLE FOR ALL TRENCHING AND BACKFILL BEYOND 5'-0" OF THE

BUILDING PERIMETER.

3. PROPOSED SANITARY, GAS, AND ELECTRICAL UTILITIES ARE SHOWN ON THE PLAN FOR GENERAL COORDINATION PURPOSES. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATIONS PLANS FOR CONTRACT REQUIREMENTS.

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

BOL

BOL

BOL

BOL

BOL

POST

POST

POSTPOST

POST

POST

POST

POST

POST

BOL

BOL

BOLBOL

BOL BOL

BOL

BOL

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXX

WV

WELL#

HYD

WV

WV

HYD

HYD

WV

WV

WV

WV

WV

WV

Dashed Yellow Line

Single Yellow LineSingle Yellow Line

X X X X X X X X X X X X X X X X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

TMH#

TPED

TMH#

Metal Rack

"Yield"

"Speed Limit 25"

"Yield"

"Speed Limit 15"

"No Parking""No Parking"

"Yield""Yield"

Sign

Sign

CBCBCB

CB

CB CB

CB

C on c.

YL YL

Conc.

Ebox

Eb ox

SMH#

SMH#

SMH#

SMH#SMH#

SMH#

EMH#

EMH#

Drain

RD

Gas Riser

Gas Riser

24" Maple

12" Spruce

12" Spruce

8" Spruce

16"

16"

24"

18"

24"

GMTR

GMTR

GM

Grate

BL#1

CO

CO

NG 78

NG 77

UMH

Abandoned

GV

2 Story Concrete Building

A3 C-501

A3 C-501

A3 C-501

O

OO

O

O

O O

O

A4 C-501

A1 C-501

C1 C-501

C1 C-501

C1 C-501

A4 C-501

C1 C-501

A4 C-501

S

COCOCOCO

CO CO

CO

CO

S

A4 C-501A4

C-501

A4 C-501

12'-1"

C1 C-501

C1 C-501

A4 C-501

A1 C-501

C1 C-501

A4 C-501

B2 C-501

A4 C-501

23'-1"

6' 6'-10"

10'-2"

9'-11"

20'-7"

13'-5" 5'

8'-7"

10'-6"

15'-1"

5'

9'-9"

'-9

MECHANICAL UNITS - SEE

MECHANICAL PLAN AND DETAILS FOR

CONTRACT REQUIREMENTS MECHANICAL UNITS - SEE

MECHANICAL PLAN AND DETAILS FOR

CONTRACT REQUIREMENTS

CONDENSING UNIT - SEE MECHANICAL PLAN

AND DETAILS FOR CONTRACT REQUIREMENTS

CONDENSING UNIT - SEE

MECHANICAL PLAN AND DETAILS

FOR CONTRACT REQUIREMENTS

CONDENSING UNIT - SEE

MECHANICAL PLAN AND

DETAILS FOR CONTRACT

REQUIREMENTS

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

WALK

CONCRETE

WALK

CONCRETE

WALK

CONCRETE

WALK

ASPHALT

JOINT

ASPHALT

ROAD

PAVEMENT

MATCH EXISTING

CONTROL JOINTS

MATCH EXISTING

CONTROL JOINTS

MATCH EXISTING

CONTROL JOINTS

MATCH EXISTING

CONTROL JOINTS

SEE ARCHITECTURAL PLANS

FOR PROPOSED BUILDING

IMPROVEMENTS, (TYP.)

SEE ARCHITECTURAL PLANS FOR PROPOSED

BUILDING IMPROVEMENTS, (TYP.)

SEE ARCHITECTURAL PLANS FOR PROPOSED

BUILDING IMPROVEMENTS, (TYP.)

SEE ARCHITECTURAL PLANS FOR PROPOSED

BUILDING IMPROVEMENTS, (TYP.)

REPAINT TRAFFIC CONTROL LINES TO MATCH

EXISTING CONTROL PATTERN, COLOR, AND WIDTH

CONCRETE

WALK

CHAIN LINK

FENCE

CONCRETE

WALK

MATCH EXISTING

CONTROL JOINTS

CONCRETE

WALK

CHAIN LINK

FENCE

CONCRETE PAD

(4'-0" X 4'-0")

CONCRETE PAD

(4'-0" X 4'-0")

CONCRETE PAD

(4'-0" X 4'-0")

MATCH EXISTING

CONTROL JOINTS

MATCH EXISTING

CONTROL JOINTS

3' MAN GATE

CONCRETE WALK

3' MAN GATE

EJEJ

EJ

EJ

CONCRETE

WALK

MATCH EXISTING

CONTROL JOINTS

SEE ARCHITECTURAL PLANS FOR PROPOSED

BUILDING IMPROVEMENTS, (TYP.)

CONCRETE PAD

(4'-0" X 4'-0")

CONCRETE PAD

(4'-0" X 4'-0")

MATCH EXISTING

CONTROL JOINTS

CONCRETE WALK

EDGE OF CONCRETE PAD

6" FROM FACE OF BUILDING

EDGE OF CONCRETE

PAD 6" FROM FACE OF

BUILDING

THICKENED

EDGE

CONCRETE

4'-

' 26 '-6

3 4"

'-3

24'-8"

'-4

24'

8'-8"

'-7

MATCH EXISTING WIDTH

OF STAIRCASE & WALL

A4 C-501

BID OPTION 5:

CONCRETE WALK

A3 C-501

BID OPTION 5: ASPHALT

ROAD PAVEMENT

A4 C-501

A4 C-501

16'

5'

'-5

TRANSFORMER - SEE ELECTRICAL PLAN AND

DETAILS FOR CONTRACT REQUIREMENTS

GENERATOR - SEE ELECTRICAL PLAN AND

DETAILS FOR CONTRACT REQUIREMENTS

S

CO

4' WIDE DRIP STRIP,

(TYP.)

A1 1" = 20'

LAYOUT & MATERIALS PLAN

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (4

) 7

-4

Fa x

(6

) 3

-7

PO

N D

J O

B# : 1

SI

ZE

AN

SI

D

FI

LE

N

AM

E:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

FI

LE

N U

M

BE

R

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

Q

PK

D

ES

IG

N

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

Q

PK

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

3/ 6/

:2

8:

P M q:

\jo bs \2

9\ Si te \C

AD

\N ia ga ra

AN

G _B as e.

dw g

R

EN

O

VA

TE

O

PE

R

AT

IO

N S

AN

D

TR

AI

N

IN

G F

AC

IL

IT

Y, B U

IL

D

IN

G

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D N

IA

G

AR

A

FA

LL

S

AI

R R

ES

ER

VE

ST

AT

IO

N

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D

JC AR JC

C-101

LA

YO

U T

M

AT

ER

IA

LS

P

LA

N

NOTES

1. COORDINATE WITH THE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATIONS PLANS FOR THE LOCATION OF THE CONCRETE PAD AND RELATED

APPURTENANCES.

2. FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOMMUNICATIONS

CONTRACTS SHALL BE RESPONSIBLE FOR ALL TRENCHING AND BACKFILL BEYOND 5'-0" OF

THE BUILDING PERIMETER.

3. PROPOSED SANITARY, GAS, AND ELECTRICAL UTILITIES ARE SHOWN ON THE PLAN FOR

GENERAL COORDINATION PURPOSES. SEE FIRE PROTECTION, PLUMBING, MECHANICAL,

ELECTRICAL, AND TELECOMMUNICATIONS PLANS FOR CONTRACT REQUIREMENTS.

BID OPTION 5

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

COM

C O

M C

O M

C O

M

COM

COM

CO

M

COM

COM

COM

COM

COM

COM

COM

COM

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M

COM COM

CO

M

C O

M

C O

M

C O

M

C O

M

C O

M

COM

COM

COM

C O

M

C O

M

C O

M

COM COM COM COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

COM

C O

M C

O M

CO

M

CO

M

C O

M

C O

M

C O

M C

O M

C O

M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M

COM COM COM COM COM

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M

C O

M C

O M

Conc.

C on c.

W al k

Steps

C on c.

W al k

Metal Deck

S te ps

Asphalt

Vault

C on c.

W al k

Grass

Condenser

Grass

Grass

(Depth=1-3')

4" PVC

Grass

Riser

Riser Tower on Conc.

RisersRisers

C on c.

Grass

Vault

Vault

Conc.

Conc. Walk

Conc. Walk

Conc.

Grass

Asphalt Parking Lot

Grass

Conc. Curb

Conc.

Grass Grass

Co nc

Curb CutCurb Cut

Curb Cut

Grass

Conc. Curb

Grass

BM - 'X' Cut on North Bolt on Hydrant Elevation = 601.72'

Vault

C on c.

C on c.

W al k

Landscaping

Grass

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3') (Depth=2-3')

La nd sc ap in g

Grass

La nd sc ap in g Landscaping

La nd sc ap in g

S to ne

(Depth=1-3')

Satellite Dish Satellite

Dish

Satellite Dish

Satellite Dish

Guardian Street

Kirsch Drive (6

6' W id e pe r

To w n H ig hw ay S ta tu te

(U nk no w n Li ne

(U nk no w n Li ne

(U nk no w n Li ne

(U nk no wn

Lin e)

(Unknown Line)

(Might be actual location of 12 PEP)

(Depth=1-2')

UE

U E

(Depth=1-2')

(Depth=3-5')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

UE

UE

UE

U E

U E

U E

U E

UE

UE

UE

UE UE UE UE UE UE

(Depth=3-4')

(Depth=3-4')

UE

UE

UE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE UE

UE

UE

UE

UE

UE

UE

(Depth=1-2')

(Depth=2-3')

(Depth=1-2')

(Depth=1-2')

(Depth=3-4')

UE

UE UE UE UE UE UE UE UE UE UE

UE

UE

UE

UE UE UE

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(EOWL)

(EOL)

BOL

BOL

BOL

BOL

BOL

POST

POST

POSTPOST

POST

POST

POST

POST

POST

BOL

BOL

BOLBOL

BOL BOL

BOL

BOL

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXX

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')(Depth=4-6')

PW PW PW PW PW PW PW PW PW

(Depth=3-5')

PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW

(Depth=3-5')

(Depth=3-5')

(Depth=3-5') (Depth=3-5') (Depth=3-5')

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

PW PW

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW PW PW PW

PW

PW

PW

PW

PW PW PW PW PW

(Depth=3-5')

(Depth=3-5')

PW

PW

PW

PW

PW

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

(Depth=3-5')

(EOL)

(EOWL)

WV

WELL#

HYD

WV

WV

HYD

HYD

WV

WV

WV

WV

WV

WV

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3') (Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=3-5')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

Fib er

O pt ic

Fib er

O pt ic

Fiber Optic

Fiber O ptic

Fiber O ptic

Fiber O ptic

Fi be r O pt ic

Fiber Optic

Fi be r O pt ic

Fi be r O pt ic

Fiber O ptic

Fiber O ptic

(Depth=2-3')

(Depth=1-3')

(Depth=2-3')

(Depth=2-3') G

G G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G

G G

(Depth=2-3')

(Depth=3-4')

G G

G G

G G

G G

G G

G G

G G

G G

G

G G G G G G

(Depth=3-4') (Depth=2-3') (Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=4-5')

(Depth=4-5')

(Depth=4-5')

G G

G G

(EOWL)

Inv-599.47

Inv-598.56

12" RCP

S ill

-6

.6

Rim-597.82

Rim-599.99

Rim-599.03

Rim-597.65

8" PVC

15" PVC

8" PVC

15" PVC

8" P

VC

N Inv-594.82

E Inv-594.30

4" PVC

W Inv-596.75

S Inv-596.00

8" P

VC

N Inv-597.58

S Inv-597.63

8" PVC

Inv-598.59

8" PVC

Plans don't show Roof

Drain's tie into the 12"

PEP line around Bldg.

12" PEP

(2

6" P ip es

C M

P pe r pl an s

C M

P pe r pl an s

CM

P pe r pl an s

Dashed Yellow Line

Single Yellow LineSingle Yellow Line

TC 601.13

BC 600.63

TC 600.71

BC 600.21

TC 600.63

BC 600.13

TC 600.50

BC 600.00

TC 600.44

BC 599.94

TC 600.44

BC 599.94

TC 600.35

BC 599.85

TC 600.29

BC 599.79

TC 600.22

BC 599.72

TC 600.10

BC 599.60

TC 599.92

BC 599.62

TC 601.90

BC 601.50

Flush

BC 601.74

Flush

BC 601.37

TC 599.09

BC 598.59

TC 599.19

BC 598.69

TC 599.21

BC 598.91

X X X X X X X X X X X X X X X X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

TMH#

TPED

TMH#

SAN

SAN

SAN

SAN

SAN SAN

SAN

SAN

SAN

Metal Rack

"Yield"

"Speed Limit 25"

"Yield"

"Speed Limit 15"

"No Parking""No Parking"

"Yield""Yield"

Sign

Sign

CBCBCB

CB

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD

SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

CB CB

CB

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

C on c.

SD

SD

SD

SD

SD

SD

(Depth=1-2')

(Depth=1-2')

YL YL

(Depth=2-3')

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

Conc.

Rim-601.07

Rim-601.22

Rim-601.14

Rim-601.68

Rim-597.84Rim-598.54 C Inv-592.44

8" PVC8" PVC

E Inv-592.10 W Inv-592.14

L

L

PV

C

PV

C

Fl ow

Fl ow

12" PVC

6" PVC

NW Inv-596.21 C Inv-595.59L

12" PVCFlow

Flow

" P

VC

12" PVC

E Inv-591.46 SW Inv-591.52 W Inv-591.52

6" C

IP

8" PVC

10" VCP

10" VCP

N Inv-594.24 SE Inv-594.20 S Inv-598.74 W Inv-594.20

12" PVC

12" PVC

N Inv-593.72 W Inv-594.92

Flow

C Inv-592.02L (En d n ot fou nd

(End not found)

6" C

IP

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

Ebox

(Depth=5-7')

(Depth=5-7') (Depth=5-7')

(Depth=2-3')

(Depth=5-7')

(Depth=5-7')

(Depth=3-5')

(Depth=3-5')

(Depth=5-7')

(Depth=5-7')

(Depth=2-3')

(Depth=5-6')

Eb ox

(Depth=5-7')

(Depth=5-7')

(EOL)

(shown per plans)

(shown per plans)

(shown per plans)

SMH#

SMH#

SMH#

SMH#SMH#

SMH#

EMH#

EMH#

Drain

RD

Gas Riser

Gas Riser

24" Maple

12" Spruce

12" Spruce

8" Spruce

16"

16"

24"

18"

24"

GMTR

GMTR

GM

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

>SD SD SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSDSDSDSD

SD

SD

SDSDSDSDSDSDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

Grate

BL#1

CO

CO

NG 78

NG 77

UMH

Abandoned

GV

2 Story Concrete Building

SD

C4 C-501

C4 C-501

B4 C-501

C4 C-501

B4 C-501

(Note: 12" PEP and 4" PEP lines around building are shown per plans)

C4 C-501

C5 C-501

A5 C-501

B4 C-501

A5 C-501

C4 C-501

C4 C-501

B4 C-501

C4 C-501

601.64

601.64

601.64

C4 C-501

O

OO

O

SD

SD

SD

C4 C-501

601.60

601.64 B4

C-501

B4 C-501

O

O O

O B4 C-501

B4 C-501

602.50

602.52

602.52

602.50

602.51

C4 C-501

601.40

C4 C-501

601.64

601.40

601.64

601.34

C4 C-501

B4 C-501

601.64

601.64

602.50

B4 C-501

601.64

601.60

C4 C-501

601.60

C4 C-501C4

C-501

601.64 601.64 601.60

C5 C-501

601.64

PW

PW

PW

PW

PW

PW

PW

PW

S

COCOCOCO

CO CO

CO

CO

S

W V

B4 C-501

C4 C-501

C5 C-501

602.51

602.52

602.50602.11 602.31

602.52

602.50

601.64

B4 C-501

B4 C-501

B4 C-501

C4 C-501

B4 C-501

601.64

B5 C-501

A5 C-501

601.64

B4 C-501

601.64

601.60601.60

601.64601.64

601.60

C4 C-501

601.60601.64

601.64 601.64

C4 C-501

B4 C-501

C4 C-501

B4 C-501

FFE 602.64

WATER & FIRE SERVICE LINES - SEE

CIVIL UTILITY PLAN AND DETAILS FOR

CONTRACT REQUIREMENTS

601.34

SANITARY SEWER LINES

& STRUCTURES - SEE

CIVIL UTILITY PLAN AND

DETAILS FOR CONTRACT

REQUIREMENTS

MEET & MATCH EXISTING

CONCRETE FLUSHPAD EL: 601.20

PAD EL: 601.20

MEET & MATCH

EXISTING

CONCRETE FLUSH

MEET & MATCH

EXISTING

CONCRETE FLUSH

MEET & MATCH EXISTING

CONCRETE FLUSH

MEET & MATCH EXISTING

CONCRETE FLUSH

601.64

B4 C-501

601.64

10" HDPE @ 0.007

12" HDPE @ 0.004

12" HDPE @ 0.004

" H

DP

E

0.

" H

DP

E

.0

" H

DP

E

.0

8" H

DP

E

.0

8" H

DP

E

.0

" H

DP

E

.0

8" H

DP

E

.0

8" H

DP

E

.0

10" HDPE @ 0.008

6" HDPE @ 0.05

STORM STRUCTURE

RIM: 599.28

INV N: 595.45

INV S: 595.45

TIE IN EXIST. 15" IF CONFIRMED

CONFIRM EXISTING

15" CMP INVERT

STORM

STRUCTURE

RIM: 600.99

INV N: 595.81

INV S: 595.81

INV W: 595.83

STORM

CLEANOUT

INV: 596.83

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

INV: 597.07

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

INV: 597.60

STORM

CLEANOUT

STORM

CLEANOUT

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

CONNECT UNDERDRAIN

TO 10" STORM

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

CAP ALL TERMINAL

ENDS, (TYP.)

CAP ALL TERMINAL

ENDS, (TYP.)

DRIP STRIP &

UNDERDRAIN, (TYP.)

STORM

CLEANOUT

INV: 597.06

STORM

CLEANOUT

INV: 596.49

CONNECT UNDERDRAIN TO 12"

STORM WITH WYE CONNECTION

@ INV: 596.50 CONNECT UNDERDRAIN TO 12"

STORM WITH WYE CONNECTION

STORM

CLEANOUT

STORM

CLEANOUT

STORM

CLEANOUT

INV: 597.48

STORM

CLEANOUT

INV: 596.97

CONNECT UNDERDRAIN

TO 12" STORM DRAIN

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

INV: 597.21

STORM

CLEANOUT

INV: 597.74

STORM

CLEANOUT

INV: 597.82

STORM

CLEANOUT

INV: 598.06

STORM

CLEANOUT

INV: 598.24

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

INV: 598.42

6" STORM PIPE

TRENCH @ 0.01

STORM

CLEANOUT

INV: 597.83

WYE CONNECTION INV: 597.45

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

STORM STRUCTURE

RIM: 597.98

INV N: 595.15

EXISTING INV: 595.07

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT

CONNECTION

STORM

CLEANOUT

INV: 596.35

STORM PROFILE 2 -

SEE A3/C-104

STORM PROFILE 1 -

SEE B3/C-104

DRIP STRIP &

UNDERDRAIN, (TYP.)

DRIP STRIP &

UNDERDRAIN, (TYP.)

MEET & MATCH EXISTING

CONCRETE FLUSH (TYP.)

SIDEWALK TO MEET & MATCH

FLUSH AT TOP OF EXISTING STEP

MEET & MATCH EXISTING

ASPHALT FLUSH

601.81

602.15

1.5%

B1 C-501

STORM TRENCH

RIM: 600.75

DRAIN INV: 598.98

SANITARY SEWER LINES & STRUCTURES

- SEE CIVIL UTILITY PLAN AND DETAILS

FOR CONTRACT REQUIREMENTS

MEET & MATCH EXISTING

CONCRETE FLUSH (TYP.)

601.96

S

CO

601.60601.60

B4 C-501

A2 1" = 20'

GRADING & STORM SYSTEM PLAN

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (4

) 7

-4

Fa x

(6

) 3

-7

PO

N D

J O

B# : 1

SI

ZE

AN

SI

D

FI

LE

N

AM

E:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

FI

LE

N U

M

BE

R

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

Q

PK

D

ES

IG

N

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

Q

PK

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

3/ 6/

:2

8:

P M q:

\jo bs \2

9\ Si te \C

AD

\N ia ga ra

AN

G _B as e.

dw g

R

EN

O

VA

TE

O

PE

R

AT

IO

N S

AN

D

TR

AI

N

IN

G F

AC

IL

IT

Y, B U

IL

D

IN

G

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D N

IA

G

AR

A

FA

LL

S

AI

R R

ES

ER

VE

ST

AT

IO

N

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D

JC AR JC

C-102

G R

AD

IN

G

S

TO

R M

S

YS

TE

M

P

LA

N

POTHOLE ALL CROSSINGS OF PROPOSED STORM LINES AND EXISTING UTILITIES

PRIOR TO STARTING CONSTRUCTION OF THE STORM SYSTEM TO IDENTIFY

POTENTIAL CONFLICTS. NOTIFY COR IF CONFLICTS ARE DISCOVERED.

BID OPTION 5

FOR ALL CROSSING OF SANITARY AND STORM LINES WHERE THERE IS LESS THAN

18" VERTICAL SEPARATION AND/OR 10' HORIZONTAL SEPARATION BETWEEN THE

STORM AND SANITARY PIPES, THE SANITARY PIPE SHALL BE ENCASED IN

CONCRETE PER TEN STATE STANDARDS.

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

8" PVC EXISTING

SANITARY: 592.27±

EXISTING UNKNOWN LINE:

ESTIMATED ELEVATION

EXISTING ELECTRIC LINES:

ESTIMATED ELEVATION

EXISTING GAS LINE:

ESTIMATED ELEVATION

EXISTING GAS LINES:

ESTIMATED ELEVATION

EXISTING WATER LINE:

ESTIMATED ELEVATION

PROPOSED 2 12" PVC WATER

LINE: ESTIMATED ELEVATION

EXISTING ELECTRIC LINES:

ESTIMATED ELEVATION

EXISTING COMMUNICATION

LINE: ESTIMATED ELEVATION

PROPOSED SANITARY

LINE: 595.59±

EXISTING COMMUNICATION

LINE: ESTIMATED ELEVATION

PROPOSED 6" PVC

SANITARY LINE: 596.24±

PROPOSED 6" FIRE SERVICE

LINE: ESTIMATED ELEVATION

12" HDPE @ 0.004 10" HDPE @ 0.004

12" HDPE @ 0.004

15" HDPE @ 0.004

15" HDPE @ 0.004

12" HDPE @ 0.004

10" HDPE @ 0.007

EXISTING GAS LINES:

ESTIMATED ELEVATION

8" HDPE @ 0.004

PROPOSED STORM

STRUCTURE

RIM: 600.99

INV N: 595.81

INV S: 595.81

INV W: 595.83

EXISTING COMMUNICATION

LINE: ESTIMATED ELEVATION

PROPOSED 6" PVC

SANITARY LINE: 595.94±

EXISTING 8" PVC

SANITARY: 592.27

EXISTING UNKNOWN LINE:

ESTIMATED ELEVATION

EXISTING GAS LINE:

ESTIMATED ELEVATION

EXISTING ELECTRIC LINES:

ESTIMATED ELEVATION

EXISTING GAS LINES:

ESTIMATED ELEVATION

EXISTING WATER LINES:

ESTIMATED ELEVATION

EXISTING 6" CIP SANITARY:

ESTIMATED ELEVATION

EXISTING 6" CIP SANITARY:

ESTIMATED ELEVATION

EXISTING ELECTRIC LINES:

ESTIMATED ELEVATION

EXISTING 10" VCP SANITARY:

ESTIMATED ELEVATION

EXISTING 12" PVC SANITARY:

ESTIMATED ELEVATION

12" HDPE @ 0.008

10" HDPE @ 0.004

15" HDPE @ 0.004 15" HDPE @ 0.004

10" HDPE @ 0.008 6" HDPE @ 0.01

6" HDPE @ 0.05

PROPOSED STORM

STRUCTURE

RIM: 600.99

INV N: 595.81

INV S: 595.81

INV W: 595.83

B3 HORIZONTAL SCALE : NTS, VERTICAL SCALE : NTS

STORM PROFILE 1

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (4

) 7

-4

Fa x

(6

) 3

-7

PO

N D

J O

B# : 1

SI

ZE

AN

SI

D

FI

LE

N

AM

E:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

FI

LE

N U

M

BE

R

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

Q

PK

D

ES

IG

N

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

Q

PK

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

3/ 6/

:2

8:

P M q:

\jo bs \2

9\ Si te \C

AD

\N ia ga ra

AN

G _B as e.

dw g

R

EN

O

VA

TE

O

PE

R

AT

IO

N S

AN

D

TR

AI

N

IN

G F

AC

IL

IT

Y, B U

IL

D

IN

G

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D N

IA

G

AR

A

FA

LL

S

AI

R R

ES

ER

VE

ST

AT

IO

N

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D

JC AR JC

C-103

ST

O

R M

P R

O

FI

LE

S

A3 HORIZONTAL SCALE : NTS, VERTICAL SCALE : NTS

STORM PROFILE 2

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

NOTE:

- BASIS OF DESIGN: ACO K-100 LOAD CLASS E http://www.acodrain.us/k100.html

4,500 P.S.I. CONCRETE

COMPACTED

SUBBASE

MATERIAL

COMPACTED

SUBGRADE

PAVEMENT PER PLAN

4" I.D.

#4 REBAR HORIZONTAL PLACE TOP & BTM. OF

CONC. POUR 3" CLR @ BTM. (TYP.)

TRENCH DEPTH VARIES

WITH SLOPE OF DRAIN

ANCHOR AND

HARDWARE SUPPLIED BY

MANUFACTURE, (TYP.)

6"

6"

1'-0" 1'-0"

FINISH GRADE

FACE OF

BUILDING

GEOTEXTILE

DRAINAGE FABRIC

6" PERFORATED, CORRUGATED PIPE,

HOLES DOWN WRAPPED W/ DRAINAGE

FILTER, MIN SLOPE 116" / FT.

UNLESS OTHERWISE

SPECIFIED ON PLANS

DRAINAGE COURSE

COMPACTED

SUBGRADE

14" PER FOOT (MIN.)

MIN. 24" LONG, EDGE

ANCHORING STAKE

LOOPS STAMPED IN

FENCE @ 32" O.C.

HEAVY DUTY STEEL

EDGING SIZE: 14" W x 5"

DEEP STEEL STAKES:

3/16" W x 24" L EDGING

& STAKES FINISH:

ENAMEL PAINT

ROLL FABRIC UP 2"

ON EDGING

FINISH GRADE

PER PLAN

ROLL FABRIC UP 2"

ON FOUNDATION FACE &

ADHERE TO CONCRETE

8" THICK, WASHED,

ROUNDED, RIVER STONE.

2" - 5"Ø STONES

4'-0"

3'-0"

1'- 0"

M

IN

FINISH GRADE

COMPACTED

SATISFACTORY

MATERIAL

AGGREGATE PIPE

BEDDING TO PIPE

SPRING LINE

COMPACTED SUBGRADE

DETECTABLE WARNING

TAPE (SEE SPEC)

LAWN AREA OR

NATURAL AREAS

PAVEMENT AREAS

IN

VE

RT

V

AR

IE

S (S

EE

S

TO

RM

P

LA

N)

STRUCTURAL FILL OR

N.Y.S.D.O.T. SUBBASE

MATERIAL

1'1'

SPRING LINE - PIPE SIZE

VARIES. SEE PLAN

REMOVE LOOSE ROCK

FROM TRENCH BOTTOM

6"

4,000 P.S.I. CONCRETE PAVEMENT

W/ FIBRILATED FIBER-MESH

REINFORCEMENT

MED. BROOM FINISH

PERPENDICULAR TO

PATH OF TRAVEL (TYP)

12" EXPANSION JOINT W/ SEALANT,

BACKER ROD & COMPRESSIBLE JOINT FILLER

@ 50'-0"o.c.e.w.(TYP)

TOOLED EDGE BOTH SIDES OF

EXPANSION JOINT & CONTROL

JOINT (TYP) .

1 14" DEEP TOOLED

CONTROL JOINT: 5'-0" o.c.e.w.

OR AS SHOWN ON PLAN

FIN. GRADE

NYSDOT TYPE 2

COMPACTED SUBBASE

COMPACTED

SUBGRADE

5" 6"

6"

GEOTEXTILE SEPARATION FABRIC

1'-6" MIN.

9"

3'- 0"

M

IN

DOWNSPOUT LEADER

6" X 6" X 4" PVC WYE FOR 4"

DOWNSPOUT 4" X 4" X 4" PVC

WYE FOR 3" DOWNSPOUT

6" DIA PVC

PIPE

COMPACTED

BACKFILL

90° LONG RADIUS BEND

POURED IN PLACE

CONCRETE SUPPORT

PAD: PROVIDE 4 S.F.

BEARING SURFACE

FINISH GRADE

4" CLEAN-OUT

WITH THREADED

CAP

WASHED, ROUNDED,

RIVER STONE.

2" - 5"Ø STONES

FINISH GRADE

PROVIDE CONNECTION

TO STORM MAIN

COMPACTED

SUBGRADE

CLEAN-OUT TO BE

INSTALLED

PERPENDICULAR

TO BUILDING FACE

NOTE:

FABRICATE STRUCTURE

FOR H-20 LOADING

6" 6"

24" SQUARE REINFORCED

PRECAST CONCRETE

STRUCTURE ASTM C478

INLET PIPE: SIZE & INVERT

VARY. SEE STORM SYSTEM

PLAN.

OUTLET PIPE: SIZE & INVERT

VARY. SEE STORM SYSTEM

PLAN.

PRECAST CONCRETE

GRADE RINGS (TYP)

CAST IRON FRAME & GRATE.

TOP OF GRATE TO MEET &

MATCH FINISH GRADE (TYP)

FIN. GR.

6"

COMPACTED SUBBASE

MATERIAL

COMPACTED SUBGRADE

6"

6"

6"

THREADED BRASS

CLEAN-OUT PLUG.

3,000# CONCRETE

ENCASEMENT

WYE

CAST IRON RISER

COMPACTED SUBGRADE

STORM LINE

(PVC OR HDPE)

PIPE BEDDING

HEAVY DUTY CAST IRON COVER

WITH "C.O" STAMPED ON TOP

ADJUSTABLE HEAD

FINISH GRADE

PER PLAN

1'- 0"

NYSDOT TYPE 2

SUBBASE MATERIAL

11 2" 21 2"

4" 8"

NYSDOT TYPE 7 ASPHALT SURFACE COARSE

NYSDOT TYPE 3 ASPHALT BINDER COARSE

NYSDOT TYPE 4 SUBBASE MATERIAL

COMPACTED SUBBASE

GEOTEXTILE SEPARATION

FABRIC

EDGE OF PAVEMENT

PER PLAN

NOTE:

APPLY TACK

COAT BETWEEN

BINDER AND

SURFACE

COURSES IF

SUBJECT TO

TRAFFIC

BETWEEN

INSTALLATION

OF COURSES

2"2" 2"1" 1'-2"

4" 3"

FIN. GR.

NYSDOT TYPE 2

COMPACTED SUBBASE

1'-0" MIN.

MEET & MATCH EXISTING

PAVEMENT GRADES

EXISTING ASPHALT

COURSES

ASPHALT PAVEMENT.

SEE DETAIL SECTION

SAWCUT EXISTING ASPHALT PAVEMENT.

APPLY ASPHALT TACK COAT ON ALL VERTICAL

SURFACES. SEAL JOINT WITH RUBBERIZED

ASPHALT SEALER TO 2" EACH SIDE OF JOINT.

EXISTING SUBBASE

COMPACTED SUBGRADE

EXIST. GR. FIN. GR.

NOTE:

NOTIFY ARCHITECT IF NEW

PAVEMENT SUBGRADE WILL

IMPOUND SUBSURFACE WATER IN

EITHER EXISTING OR NEW SUBBASE.

10'-0"o.c.

(MAXIMUM)

7' 4'

2" 2" M

AX

. O

PN

G.

KNUCKLED SELVAGE

BLACK VINYL COATED

CHAIN LINK FENCE POSTS,

FITTINGS, ACCESSORIES,

& FABRIC

FINISH GRADE

TYPICAL CHAIN LINK FENCE

POST FOOTING:

3,000 P.S.I. CONCRETE

BOTTOM RAIL

COMPACTED SUBGRADE

FOOTING 12" Ø MIN. AUGER OR EXCAVATE

EARTH AND USE 12" Ø SONOTUBE FOR

SMOOTH VERTICAL FACE.

2" WASH (TYP)

FENCE FABRIC MOUNTED ON "OUTSIDE" OF

FENCE FRAME, (TYP.)

CORNER POST & FOOTING

SEE SCHEDULE

KNUCKLED SELVAGE

TOP RAIL

CENTER RAIL

2"

4,000 psi CONCRETE PAVEMENT W 2.6 x W 2.6 WELDED MESH

REINFORCEMENT

STIFF BROOM FINISH

PERPENDICULAR TO

PATH OF TRAVEL (TYP)

12" EXPANSION JOINT W/ SEALANT,

BACKER ROD & COMPRESSIBLE JOINT FILLER

@ 50'-0"o.c.e.w.(TYP)

TOOLED EDGE BOTH SIDES OF

EXPANSION JOINT & CONTROL

JOINT (TYP) .

2" DEEP TOOLED CONTROL

JOINT AS SHOWN ON PLAN

FIN. GRADE

NYSDOT TYPE 2

COMPACTED SUBBASE

COMPACTED

SUBGRADE

8"

" M

IN

6"

4,000 P.S.I. CONCRETE

PAVEMENT

W/ FIBRILATED FIBER-MESH

REINFORCEMENT

MED. BROOM FINISH

PERPENDICULAR TO

PATH OF TRAVEL (TYP)

TOOLED EDGE BOTH SIDES OF

EXPANSION JOINT & CONTROL

JOINT (TYP) .

1 14" DEEP TOOLED

CONTROL JOINT: 5'-0" o.c.e.w.

OR AS SHOWN ON PLAN

NYSDOT TYPE 2

COMPACTED SUBBASE

COMPACTED

SUBGRADE

5" 6"

GEOTEXTILE

SEPARATION FABRIC

1'-6" MIN.

EXISTING

BLOCK WALL

2" M

IN

VA

RI

ES

A5 NTS

DRIP STRIP & UNDERDRAIN

B5 NTS

STORM PIPE TRENCH

A4 NTS

CONCRETE WALK

C4 NTS

STORM CLEAN OUT

B4 NTS

DOWNSPOUT CONNECTION

C5 NTS

STORM STRUCTURE

B3 NTS

ASPHALT ROAD PAVEMENT

A3 NTS

ASPHALT JOINT

1 2 3 4 5

A

B

C

D

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

A

Ph on e (4

) 7

-4

Fa x

(6

) 3

-7

PO

N D

J O

B# : 1

SI

ZE

AN

SI

D

FI

LE

N

AM

E:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

FI

LE

N U

M

BE

R

D

AT

E D

ES

C

R

IP

TI

O

N M

AR

K

Q

PK

D

ES

IG

N

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

Q

PK

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

3/ 6/

:4

6:

A M q:

\jo bs \2

9\ Si te \C

AD

\N ia ga ra

AN

G _D et ai ls .d w g

R

EN

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O

PE

R

AT

IO

N S

AN

D

TR

AI

N

IN

G F

AC

IL

IT

Y, B U

IL

D

IN

G

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D N

IA

G

AR

A

FA

LL

S

AI

R R

ES

ER

VE

ST

AT

IO

N

N

EW

Y O

R K

AI

R

N

AT

IO

N

AL

G

U

AR

D

JC AR JC

C- 501

SI

TE

D

ET

AI

LS

A1 NTS

CHAIN LINK FENCE

B1 NTS

STORM TRENCH DRAIN

C1 NTS

CONCRETE PAD

B2 NTS

THICKENED EDGE CONC.

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

601.82

601.95

601.88

601.79

601.43

601.63

601.93

601.83

601.98

601.45

601.43

601.56

601.40

601.20

600.78

601.20

601.21

600.81

600.68

599.51

600.92

598.62

600.99

600.95

600.83

600.78

598.58

599.43

599.64

598.76

600.77

600.66

599.35

599.75

600.22

600.43

600.21

600.10

600.12

599.10

601.09

601.95

601.50

601.18

601.35

602.11

600.83

601.93

600.82

600.69

598.56

601.04

600.54

601.93

601.86

600.81

600.67

600.58

600.83

601.50

601.44

601.15

601.08

601.05

601.53

601.53

601.11

601.36

601.21

601.32

601.44

601.01

600.65

600.93

601.04

601.88

601.92

601.29

601.22

601.18

600.89

600.93

601.04

600.94

601.12

601.16

600.99

601.14

601.01

601.08

600.98

601.29

601.24

601.09

600.96

601.11

600.99

600.98

600.60

600.86

602.27

602.27

602.18

602.19

602.18

602.13

601.93

601.59

601.82

601.57

601.55

601.50

601.42

601.41

601.34

601.71

601.63

601.07

601.03

601.73

602.04

601.90

601.92

602.10

602.05

601.97

601.47

601.24

601.22

601.16

601.23

601.59

601.90

602.06

601.06

600.77

600.75

600.69

600.66

600.79

600.78

600.82

600.99

600.89

600.90

601.00

600.90

600.96

600.91

601.04

601.40

601.64

601.68

600.98

600.81

601.52

601.46

600.84

600.76

600.56

600.51

600.86

601.05

600.98

601.08

601.16

601.10

601.56

601.62

602.24

602.17

602.13

601.79

601.26

601.84

601.39

601.46

601.42

601.62

601.45

601.12

601.20

601.25

601.35

601.26

602.18

602.30

601.76

601.48

601.53

601.35

601.34

601.36

601.37

601.29

601.36

600.97

602.16

602.09

602.11 602.10

602.17 602.22

602.33

602.24

602.21

602.25

601.95

601.50

601.68

601.89

601.91

601.69

601.99

601.89

601.66

601.55

601.37

601.21

601.44601.39

601.43

601.62

601.25

601.18

601.18

601.23

601.08

601.09

601.33

601.45

601.29

600.11

600.28

600.23

600.41

600.85

600.85

601.15

601.15

601.32

601.76

601.40

601.70

601.66

601.38

602.12 602.14

601.63

601.59

601.59

601.45

601.42

601.05

601.09

600.99

600.94

600.76

600.86

600.94

600.98

601.03

600.96

600.94

600.82

601.18

600.85

601.02

601.14

600.68

600.61

600.78

600.78

600.95

600.89

600.98

600.97

601.24

600.87

600.75

601.12

601.16

601.83

600.96

600.92

601.20

600.95

600.32

600.31

601.10

600.84

601.03

601.12

599.19

601.37

601.22

601.35

600.80

600.88

601.07

600.88

600.73

600.42

600.59

601.07

600.80

600.89

601.40

601.58

601.95

601.90

601.62

601.13

601.74

601.73

601.03

600.89

600.35

600.78

600.64

600.60

600.16

600.65

600.71

601.77

601.35

600.86

600.65

601.48

601.29

600.71

600.98

600.89

600.82

600.50

600.57

600.46

600.41

600.57

600.55

601.23

600.70

601.01

602.21

602.28

602.23

602.29

602.28

601.58

601.43

600.73

601.00

600.76

600.61

600.70

600.49

600.45

599.83

599.72

599.51

600.72

600.60

600.61

600.71

600.99

600.78

600.72

600.53

600.47

600.70 601.08

600.91

600.87

600.87

601.14

599.67

599.91

600.14

600.18

600.35

600.38

601.32

601.54

600.07

599.86

599.58

599.60

600.84

601.03

600.85

600.74

600.79

601.21

601.91

601.23

600.90

601.19601.30

601.37

601.47

601.80

601.94

601.49

601.21

601.00

600.85

601.04

600.54

600.40

600.28

600.12

600.00

599.86

599.36

599.25

599.06

598.87

598.60

598.42 598.23

598.11

597.94

597.90

597.73

597.64

598.42

598.98

599.33

599.13

599.73

599.98

599.63

600.41

600.18

600.75

600.31

601.00

600.40

601.03

600.48

597.93

597.85

597.93

598.09

598.18

598.21

598.43

597.93

598.05

598.13

598.39

598.29

597.97

598.13

598.55

598.46598.58

598.64

598.76

598.96

599.05 599.09

599.14

599.25

599.37

599.52

599.54

599.53

599.51

599.94

599.95

599.93

599.97

600.04

600.03

600.09

600.22

600.22

600.30

599.89

599.98

599.95

599.96

600.35

600.08

600.03

600.34

600.31

600.24

598.88

598.73

599.10

599.01

599.01

598.84

598.71

598.83

598.84

598.93

599.04

599.14

599.18

599.18

599.27

599.44

599.55

599.76

599.85

599.84

599.97

599.90

599.77

599.44

599.36 599.22

599.27

599.22

598.88

598.85

599.33

599.53

599.61

599.72

599.90

599.91

600.55 600.59

600.52

600.46

600.35

600.35

600.61

600.82

601.06

601.18

601.64

601.87

601.86

602.20

601.96

602.11

601.98

601.51

601.50

601.38

601.26

601.24

602.23

600.75

600.62

599.31

599.73

599.75

599.92

599.12

598.92

598.66

598.70

597.87

597.95

598.37

598.17

598.07 598.57

599.07

599.05

599.05

599.05

598.75

599.03

599.34

599.35

599.41

599.53599.68

599.81

599.92

599.90

600.00

599.99

600.00

600.13

599.76

599.29

599.51

599.69

599.45

599.61

599.54

599.93

601.09

601.12

601.20 601.24

601.22

602.16

601.05

600.62

600.55 600.29

600.27

600.03

600.09

600.18

600.19

600.22

600.14 600.21

600.41

600.40

599.50

599.47

599.48

599.34

599.34

599.09

599.15

600.89

600.13

600.09

598.52

598.41

598.00

598.22

598.42

598.49

599.02

599.28

599.06

598.68

598.37

598.57

598.60

598.62

598.80

599.04

599.23

599.46

599.46

599.59

599.85

599.71

599.87

600.04

600.03

599.93

599.94

600.05

599.89

599.78

599.76

599.86

599.30

599.33

600.79

600.60

600.44

599.80

599.72

600.35

600.74

601.01

601.21

600.43

600.39

600.04

599.71

599.70

599.61

600.10

600.02

600.27

600.06

599.99

600.06

600.16

599.80

599.92

599.50

599.42

599.68

599.58

599.44 599.32

598.89

598.85

598.65

598.88

599.22

599.50

600.10

600.71

600.98

600.70

599.94

599.69

599.04

598.64

598.87

599.49

600.80

601.12

601.82

602.09

601.24

600.81

600.43

601.13

600.94

600.69

598.69

598.75

598.63

598.12

598.03

598.90

598.21

598.29

598.04

597.86

599.44

599.90

599.57

600.01

599.68

600.34

600.80

600.10

601.03

601.21

601.40

601.32

601.24

601.49

601.71

601.92

601.12

601.74

601.08

600.25

600.05

599.99

599.25

599.52

599.35

599.78

600.37

600.84

599.08

600.70

600.61

600.61

601.24

602.40

602.76 602.34

601.37

601.06

601.10

600.93

601.33

600.95

600.70

600.85

601.08

601.01

601.01

601.25

600.81

601.69

601.17

601.08

600.98

600.68

600.91

600.70

600.74

600.83 600.79

600.85

600.99

600.63

600.70

600.69

600.66

601.33

601.11

601.03

BOL

BOL

BOL

BOL

TRANS

Ebox

SMH

Rim-601.07

G enerator

BOL

Conc.

Ebox

EMH

EMH

C o n c

W a l k

S i l l

Post

Steps

Drain

Drain

C o n c

W a l k

S i l l

Metal

Deck

S t e p s

Asphalt

Vault

SMH

Rim-601.22

SMH

Rim-601.14

C o n c

W a l k

Steps

S i l l

Riser

RD

RD

RD

O v e r h a n g

O v e r h a n g

RD

Grass

E v a p o r a t o r

C o n c

Elec. Panel

Shut-Off

Risers

BL#1

RD

Condenser

O v e r h a n g

C o n c

RD

RD

C o n c

C u r b

Grass

Grass

Grass

SMH

Rim-601.68

BL#1

"Yield"

"Speed Limit 25"

Grass

"Yield"

C o n c u r b

CB

CB

Rim-600.50

Rim-600.51

CBR

Rim-600.80

HYD

HYD

"Yield"

BM - South Bolt on Hydrant

Grass

Elevation = 601.40'

D o u b l e

Y e l l o w

L i n e

SMH

Rim-601.61

GP

GP

Post

Post

Post

GP

Post

GP

5" Maple

6" Maple

4" Maple

TMH

TMH

Dashed Yellow Line

S S

(Depth=5-7')

S

S

(Depth=5-7')

(Depth=5-7')

(Depth=1-3')

(Depth=1-3')

(Depth=3-5')

(Depth=3-5')

(Depth=2-3')

Grass

Vault

Asphalt

U

T

(Depth=2-3')

(Depth=2-3')

(Depth=1-3')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

WV

(Depth=5-7')

(Depth=4-6')

W

W

W

(Depth=3-5')

WV

CO

(Depth=5-7')

(Depth=1-2')

(Depth=3-5')

(Depth=1-2')

(Depth=1-3')

SS

SS

(Depth=3-5')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

U

T

U

T

U

T

(Depth=1-3')

Risers

Risers

Elec. Panel

4" PVC

GMTR

Gas Riser

Gas Riser

RD

Grass

Riser

Riser

Meta l R ack

Tower on Conc.

CO

CO

SMH

Rim-600.62

RD

Risers Risers

S t e p s

Drain

Conc.

Spigot

Sill-598.76 Condensers

CO

RD

CO

RD

24" Maple

O v e r h a n g

Overhang

Overhang

RD

S i l l

C o n c

Grass

Overhang

EMH

TMH

V a u l t

(Depth=5-7')

Overhang

Sill-602.75

(Depth=3-5') (Depth=2-3')

Spigot

(Depth=2-3')

S

S

S

S

S

S

(Depth=5-7')

S

S

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

U

T

U

T

U

T

RD

Steps

S t e p s

(Depth=2-3')

(Depth=2-3')

RD

Vault

Riser

(Depth=2-3')

(Depth=2-3')

U

T

U

T

(Depth=2-3')

(Depth=2-3')

U

T

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

S

S

(Depth=2-3')

(Depth=2-3')

(Depth=5-6')

S

S

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

UT

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

RD

Riser

Post

ST

S T

S T

S T

O H

W

O H

W

O H

W

NG 78

O H

W

O H

W

O H

W

O H

W

R C P

Inv-600.03

Inv-599.47

"Rubin Way"

"Speed Limit 15"

NG 77

O H

W

O H

W

O H

W

O H

W

Conc.

Inv-598.56

12" RCP

NG 78

Riser

Conc. Walk

Flag Pole

Conc. Walk

Conc.

Grass

"No Parking"

Asphalt Parking Lot

"No Parking"

Grass

Conc. Curb

Single Yellow Line

HYD

WV

WV

SMH

Rim-597.84

"Yield"

Conc.

Grass

Grass

"Yield"

TPED

GP

GP

C o n c

Curb Cut

Curb Cut

Curb Cut

Grass

Conc. Curb

Grass

S i l l

12" Spruce

12" Spruce

BOL

BOL

BM - 'X' Cut on North Bolt on Hydrant

Elevation = 601.72'

HYD

8" Spruce

BOL

BOL

BOL

BOL

Vault

E b o x

C o n c

CB

Rim-598.04

SMH

Rim-598.54

CB

Rim-598.08

C o n c

W a l k

CB

Rim-598.63

Landscaping

Sign

Single Yellow Line

W

W

W

W W

Grass

RD

RD

BOL

BOL

HYD

WV

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

(Depth=3-5')

WV

(Depth=3-5')

(Depth=3-5')

W

W

WV

(Depth=3-5')

(Depth=3-5')

Rim-597.82

(Depth=3-5')

(Depth=1-3')

(Depth=1-3')

(Depth=1-3')

CB

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

Sign

MH

Abandoned

GMTR

L a n d s c a p i n g

Sill-602.73

Grass

CO

U

T

U

T

U

T

U

T

Shrub

Shrub

L a n d s c a p i n g

16"

L a n d s c a p i n g

16"

24"

18"

24"

L a n d s c a p i n g

S t o n e

(Depth=3-5')

(Depth=2-3')

(Depth=3-5')

(Depth=3-5')

(Depth=1-3')

S

S

W

W

W

W

W

W

W

(Depth=3-5')

WV

(Depth=3-5')

W

W

W

W

W

W

(Depth=2-3')

(Depth=2-3')

G

G

G

G

G

G

G

G

G

W

S

T

S

T

ST

ST

U E

U

E

UE

W

W

W W

(Depth=3-4')

(Depth=3-4')

U

E

UE

UE

UE

UE

UE

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=3-5')

(Depth=2-3')

(Depth=2-3')

(Depth=3-4')

WV

U

T

G

G

G

G

G

(Depth=3-4')

GM

(Depth=2-3')

(Depth=2-3')

Satellite

Dish

Satellite

Dish

Satellite

Dish

Satellite

Dish

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

U E

U E

U E

U E

U E

UE

U

E

U

E

(Depth=2-3')

U

T

U

T

(Depth=3-5')

U T

U T

U T

U

T

TMH

(Depth=2-3')

(Depth=2-3')

S

T

S

T

CB

Rim-599.99

(Depth=2-3')

(Depth=2-3')

(Depth=2-3')

GV

(Depth=4-5')

(Depth=4-5')

(Depth=4-5')

6" PVC

WV

(Depth=3-5')

Grate

(Depth=1-2')

CB

Rim-599.03

(Depth=1-2')

G

WV

W

RD

Riser

(Depth=1-2')

Lamp

Lamp

(Depth=2-3')

(Depth=1-2')

(Depth=1-2')

(Depth=2-3')

(Depth=3-4')

(Depth=2-3')

UT

UT

Rim-597.65

CB

(Depth=2-3')

(Depth=3-5')

(Dept…