S02 Vol 1-1.pdf

DEMOLITION LEGEND

LARGE OBJECT TO BE REMOVED

SMALL OBJECT TO BE REMOVED

REMOVE BITUMINOUS CONCRETE

PAVEMENT PROFILE

REMOVE CONCRETE PAVEMENT

AREA OF BUILDING TO BE REMOVED

REMOVE CHAIN LINK FENCE,

CURB, OR PIPING

LIMIT OF DISTURBANCE

xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x xxxxxxx 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

EXISTING CONCRETE RETAINING WALL TO BE REMOVED

EXISTING GENERATOR RADIATOR ENCLOSURE TO BE

REMOVED AND PROPERLY DISPOSED OF

EXISTING METAL GRATE AREAWAY TO REMAIN AND

BE PROTECTED

EXISTING ABOVE GROUND RADIATOR PIPING TO BE

REMOVED AND PROPERLY DISPOSED OF PER ALL

APPLICABLE CODES

EXISTING UNDERGROUND FUEL TANK TO BE REMOVED

AND PROPERLY DISPOSED OF

EXISTING ABOVE GROUND PIPING TO BE REMOVED

EXISTING AC UNIT TO BE REMOVED (TYP.)

EXISTING CONCRETE CURBING TO BE REMOVED

EXISTING WATER LINE TO BE REMOVED

CUT AND CAP EXISTING WATER LINE

EXISTING UTILITIES TO BE REMOVED

EXISTING CONCRETE RETAINING WALL TO REMAIN AND BE

PROTECTED

CLEAR AREA EAST OF RETAINING WALL OF

DEBRIS AND EQUIPMENT

TEMPORARY CHAIN LINK FENCE TO BE REMOVED

EXISTING CONCRETE WALL TO BE DEMOLISHED,

SEE SHEET ASD01

AREA OF EXISTING BUILDING TO BE DEMOLISHED,

SEE SHEET ASD01

PROTECT FIRE PROTECTION AND WATER LINE

PROTECT EXISTING ELECTRICAL DUCT BANK

MAINTAIN AND PROTECT EXISTING 12" RCP

REMOVE CONCRETE SIDEWALK

OWNER TO RELOCATE EXISTING STORAGE CONTAINER

OUT OF LIMIT OF DISTURBANCE

4'-1" 3'-0"

SAWCUT LINE (TYP.)

CONTRACTOR TO PROVIDE STEEL PLATE TO ALLOW

CONTINUOUS HS20-LOADED VEHICULAR TRAFFIC

AT ALL TIMES

3' (TYP.)

6' (TYP.)

4' (TYP.)

36'

59'

BACKFILL AND COMPACT HOLE LEFT BY THE REMOVED

UNDERGROUND FUEL TANKS

EXISTING ELECTRICAL SERVICE TO BE REMOVED

EXISTING UNDERGROUND FUEL TANK TO BE REMOVED

AND PROPERLY DISPOSED OF

DEMOLITION NOTES:

1. CONTRACTOR SHALL NOTIFY “NEW YORK 811” (1-800-272-4480) AND VERIFY UTILITY MARK-OUT WITH

THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE.

2. DEMOLITION SCOPE DESCRIBED ON THIS PLAN IS FOR SITE WORK ONLY.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF

ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK.

COORDINATE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE,

LOCATION, AND INVERTS AS REQUIRED.

4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

5. PROTECT ALL IMPROVEMENTS NOT INCLUDED IN THE SCOPE OF SITE DEMOLITION. ANY

IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S

SATISFACTION.

6. DURING DEMOLITION & PAVEMENT REMOVAL PROTECT ALL ADJACENT CURBING, SIDEWALKS,

RAMPS, ABOVE-GRADE AND BELOW-GRADE UTILITIES, DRAINAGE STRUCTURES, LIGHT BASES, AND OTHER IMPROVEMENTS POTENTIALLY AFFECTED BY THE WORK. CLEARLY DELINEATE THE LIMITS OF WORK AND MARK, BARRICADE, OR OTHERWISE IDENTIFY THOSE IMPROVEMENTS THAT ARE TO BE

PROTECTED AND/OR AVOIDED. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR

REPLACED IN-KIND TO THE OWNER'S SATISFACTION.

7. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED

APPROXIMATE BOTH TO LOCATION, SIZE, AND AS-BUILT CONDITION AND ARE PROVIDED FOR

INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING

ACTUAL FIELD CONDITIONS.

8. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL

AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

9. PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY UTILITY, VERIFY THAT

APPLICABLE NOTIFICATIONS HAVE BEEN MADE TO THE UTILITY OWNER/OPERATOR AND THAT THE

UTILITY HAS BEEN PROPERLY TERMINATED, CAPPED, OR PLUGGED AS REQUIRED.

10. PROVIDE PAVEMENT SAWCUT AT THE EDGE OF EACH PAVEMENT REMOVAL OR PAVEMENT RECLAIM AREA TO ESTABLISH A CLEAN EDGE WHERE NEW WORK WILL MEET EXISTING PAVEMENT. SAWCUT SHALL BE A MINIMUM OF 12 INCHES FROM EDGE OF PAVEMENT REMOVAL OR PAVEMENT RECLAIM

AREA.

11. SAWCUT LINES ARE FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE SAWCUT AND TRENCHING

AS NECESSARY TO COMPLETE THE WORK.

12. FOR ADDITIONAL DEMOLITION INFORMATION, SEE SHEET AD001.

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

DEMOLTION PLAN

C-0.0

NOVEMBER 9, 2023

LAYOUT & MATERIALS LEGEND

CURBING

FENCE

LIMIT OF DISTURBANCE

BITUMINOUS CONCRETE PAVEMENT

CONCRETE SIDEWALK / PAD

PAVEMENT SAWCUT LINE

LAWN / LANDSCAPED AREA

YELLOW ROAD STRIPING

TEMPORARY EARTH RETAINING SYSTEM

xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x xxxxxxx 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

CONCRETE SIDEWALK (TYP.)

NEW GENERATOR BUILDING ADDITION

(1,500± SF)

LOCATION OF TEMPORARY

GENERATORS

LOCATION OF NEW UNDERGROUND FUEL TANKS

(SEE PLUMBING PLAN P101 FOR TRENCHING)

TEMPORARY CONSTRUCTION FENCE (TYP.)

CONCRETE CURB (TYP.)

R25'

4" STEEL BOLLARDS (TYP. OF 7

& 4.75' ON CENTER SPACING)CONTRACTOR STORAGE AREA

SAWCUT 2' FROM CURB LINE AND

PROVIDE NEW PAVEMENT

LIMIT OF DISTURBANCE (TYP.)

LOAM & SEED (TYP.)

TEMPORARY EARTH RETAINING SYSTEM

(TO BE LEFT IN PLACE ON WEST OF TANKS)

SAWCUT AND BITUMINOUS

PAVEMENT PATCH(TYP.)

CONTRACTOR TO PROVIDE

STEELPLATE TO ALLOW

CONTINUOUS HS20-LOADED

VEHICULAR TRAFFIC AT ALL

TIMES

SAWCUT AND CONCRETE PATCH (TYP.)

TEMPORARY EARTH RETAINING SYSTEM (TYP.)

CONCRETE ANCHOR PAD

36'

PAD

59'

PAD

LAYOUT NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL REGULATIONS.

2. MATERIALS AND CONSTRUCTION PROCEDURES SHALL COMPLY WITH NYSDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS (LATEST EDITION).

3. NEW PAVEMENT TO MEET LINE & GRADE OF EXISTING PAVEMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONSTRUCTION ACTIVITIES.

5. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE

MEASURED UNLESS OTHERWISE NOTED.

6. ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY OR CONCRETE

ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO PROVIDE A CLEAN, SMOOTH EDGE. TACK COAT EXPOSED EDGES OF

EXISTING CONCRETE PRIOR TO PLACEMENT OF NEW BITUMINOUS CONCRETE PAVEMENT.

7. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL POSITION OF EXISTING

UTILITIES PRIOR TO CONSTRUCTION.

9. MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED AND CLEANED ACCORDING TO THE

MANUFACTURERS DIRECTIONS.

10. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHES SHALL BE REPAIRED.

11. EXPANSION AND SCORE JOINTS FOR NEW CONCRETE WALKS SHALL BLEND TO MATCH EXISTING

PATTERNS.

12. PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, TREE GRATES, BUILDING WALLS, SITE WALLS, STAIRS, LIGHT POLE BASES, MANHOLES, GRATES/VAULTS, EXISTING CONCRETE PAVING, STOP LIGHTS, FIRE HYDRANTS AND ALL OTHER FIXED MATERIALS. MAXIMUM DISTANCE

BETWEEN EXPANSION JOINTS SHALL NOT EXCEED 25 FEET.

13. NEW LAWN AREAS TO CONSIST OF MINIMUM SIX (6) INCHES LOAM AND SEED.

14. THE CONTRACTOR SHALL PROVIDE A SUBMITTAL DETAIL OF THE SHEET PILE SHORING FOR

EXCAVATION IN CLOSE PROXIMITY TO THE EXISTING RETAINING WALL AND RCP PIPE.

15. TEMPORARY EARTH RETAINING SYSTEM TO BE REMOVED AFTER BACKFILL UNLESS OTHERWISE NOTED.

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

LAYOUT AND

MATERIALS PLAN

C-1.0 xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x xxxxxxx 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

STK

CWA

CONNECT TO EXISTING WATER SERVICE

SILT SACK (TYP.)

GATE VALVE

153.76

FFE = 153.76

153.69

153.50

TC=153.00

BC=152.50

TC=-0.71

BC=-1.21

REROUTE 76' NEW WATER SERVICE

TEMPORARY STOCKPILE

CONCRETE WASHOUT AREA

TEMPORARY CONSTRUCTION FENCE (TYP.)

LIMIT OF DISTURBANCE (TYP.)

91'- 6" HDPE PERIMETER FOUNDATION

DRAIN (INV: 149.43) @ 0.00%

TRENCH DRAIN

TF = 153.45

INV = 149.43

28' - 6" HDPE PERIMETER FOUNDATION

DRAIN @ 0.00%

153.50

CONCRETE THRUST BLOCK

153.76

DMH-2

TF: 154.20

INV: 147.17 N/S

INV: 149.07 E

REROUTE 53' NEW FIRE PROTECTION

SERVICE

INV: 149.43

17' - 6" HDPE PERIMETER FOUNDATION

DRAIN @ 0.00%

36' - 6" HDPE @ 1.00%

CONNECT FOUNDATION DRAIN

TO 3" STORM DRAIN

CONNECT FOUNDATION DRAIN

TO 3" STORM DRAIN

150.90

152.13

152.72154.19

HAY BALE BARRIER

CATCH BASIN FILTER INSERT

TEMPORARY CONCRETE WASHOUT

TEMPORARY STOCKPILE

SEDIMENTATION AND EROSION CONTROL LEGEND

STK

CWA

GRADING AND DRAINAGE LEGEND

LIMIT OF DISTURBANCE LINE

MINOR CONTOUR PROPOSED

PROPOSED DRAINAGE PIPE

PROPOSED AREA DRAIN

PROPOSED SPOT GRADE

FLUSH CONDITION

TC=51.70

BC=51.2047.30

UTILITIES LEGEND

GATE VALVE

THRUST BLOCK

LIMIT OF DISTURBANCE

DRAINAGE NOTES:

1. FUNCTIONAL COMPLETION OF STORM WATER DETENTION SYSTEMS AND STRUCTURES SHALL PRECEDE

SITE DEVELOPMENT OF AREAS, ROADS, OR LOTS CONTRIBUTING TO THESE SYSTEMS.

2. CERTIFIED 'AS-BUILTS' VS 'AS-APPROVED' PLANS OF THE STORM WATER DETENTION-DISCHARGE

SYSTEM SHALL BE SUBMITTED FOLLOWING ITS CONSTRUCTION AND PRIOR TO BOND RELEASE.

3. ALL PIPES ARE TO BE 12" HDPE WITH A MINIMUM 1.0% SLOPE AND 1 FT OF COVER UNLESS OTHERWISE

NOTED.

4. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE SIZING OF MANHOLES TO ACCEPT PROPOSED

PIPES.

5. ALL EXISTING UTILITY LINES TO BE ABANDONED SHALL BE ABANDONED ACCORDING TO UTILITY

COMPANY REQUIREMENTS.

6. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE STANDARDS.

7. DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S OR ANY OF HIS

SUBCONTRACTOR'S ACTIVITIES DURING THE CONSTRUCTION PROCESS SHALL BE REPAIRED AS

DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING THE EXECUTION OF HIS

WORK.

9. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS DEVELOPED FROM THE BEST AVAILABLE INFORMATION. THE ACTUAL LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO THE START OF EXCAVATION ACTIVITIES.

10. THE NEW CONCRETE TOP PAD SHALL MATCH GRADES OF THE EXISTING CONCRETE.

EROSION CONTROL NARRATIVE:

THE PROJECT PROPOSES TO REPLACE THE EXISTING GENERATOR AND ADD A NEW GENERATOR ROOM TO THE MEDICAL CENTER. THIS INCLUDES REPLACING EXISTING BITUMINOUS CONCRETE PAVING, RENOVATING AND EXPANDING THE SIDEWALK, REPLACING THE EXISTING CURB, INSTALLING TEMPORARY UNDERGROUND STORAGE TANKS AS WELL AS NEW PERMANENT TANKS FOR THE NEW GENERATOR. WE PLAN TO TIE THE NEW ROOF RAIN LEADER INTO THE EXISTING DRAINAGE SYSTEM. A SMALL PORTION OF THE EXISTING BUILDING WILL BE REMOVED TO CONNECT TO THE NEW GENERATOR ROOM. APPROXIMATELY 0.3 ACRES WILL BE DISTURBED BY THE PROJECT, WHICH WILL PRIMARILY INCLUDE STRIPPING AND REPAVING OF THE EXISTING PARKING AREA AND SITE PREPARATION FOR THE NEW BUILDING, REROUTING ONE WATER MAIN

AND MATCHING GRADES FROM THE NEW LANDSCAPING AND SIDEWALK BY THE ADDITION.

THE SPECIFIC EROSION CONCERNS, AND ASSOCIATED SOLUTIONS, ARE AS FOLLOWS:

· TRACKED SEDIMENT - IT IS CRITICAL THAT SEDIMENT NOT BE ALLOWED TO BE TRACKED ONTO ADJACENT

ROADWAYS AND PARKING AREAS BY CONSTRUCTION VEHICLES. THEREFORE, NO CONSTRUCTION

VEHICLE WILL LEAVE THE SITE WITHOUT GOING OVER A CONSTRUCTION ENTRANCE, CONSISTING OF STONE DESIGNED TO SHAKE THE SEDIMENT LOOSE FROM THE WHEELS PRIOR TO THE VEHICLE LEAVING THE SITE. ADDITIONALLY, ANY TRACKED SEDIMENT SHALL BE SWEPT BY THE CONTRACTOR ON A DAILY

BASIS.

· AIRBORNE DUST MIGRATION - IT IS CRITICAL THAT DUST MIGRATION BE MITIGATED BY PERIODICALLY

DAMPENING EXPOSED SOILS WITH WATER TO PREVENT DUST FROM MIGRATING TO NEIGHBORING

PROPERTIES. ADDITIONALLY, STOCKPILES NOT IN USE FOR 30 DAYS OR LONGER SHOULD BE COVERED WITH TARP OR TEMPORARILY SEEDED TO PREVENT AIRBORNE DUST MIGRATION FROM THE PILE.

· SEDIMENT-LADEN WATER POLLUTION OF THE MUNICIPAL STORM SYSTEM - STORMWATER FROM THE SITE IS CAPTURED IN A SERIES OF CATCH BASINS. IT IS CRITICAL THAT SEDIMENT-LADEN WATER NOT BE ALLOWED TO ENTER ANY STORM FACILITIES ON THE SITE. ALL EXISTING CATCH BASINS SUBJECT TO SITE FLOW SHALL BE FITTED WITH INLET PROTECTION. AS NEW CATCH BASINS ARE CONSTRUCTED ON THE SITE, THEY SHALL BE FITTED WITH INLET PROTECTION. ADDITIONALLY, SEDIMENT BARRIER PROTECTION, EITHER IN THE FORM OF HAY BALES, OR SILT FENCE, SHALL BE MAINTAINED ON THE SOUTH SIDE OF THE SITE. ALL SEDIMENT PROTECTION ITEMS SHALL BE CHECKED ON A WEEKLY BASIS, AND AFTER A STORM GENERATING A RUNOFF, TO ENSURE THEY ARE IN GOOD, WORKING CONDITION, AND FUNCTIONING AS

DESIGNED.

THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE PLACEMENT AND UPKEEP OF THE EROSION CONTROL MEASURES, AS WELL AS ENSURING SEDIMENT-LADEN WATER DOES NOT ENTER THE RESOURCE

AREAS AND AIRBORNE DUST DOES NOT AFFECT NEIGHBORING PROPERTIES.

FILTER INSERTS IN

DRAINAGE SYSTEM

TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE

TARP TEMPORARY

STOCKPILES

HAY BALES/ SILT

FENCE BARRIER

CLEAN CATCH BASIN GRATE, REMOVE SEDIMENT/DEBRIS FROM FILTER INSERTS

REPAIR/REPLACE WHEN FAILURE OBSERVED, REMOVE SILT WHEN ACCUMULATION

REACHES APPROX. HALF HEIGHT OF BARRIER

ENSURE TARP IS SECURED OVER STOCKPILE AT THE END OF EACH DAY

E&S MEASURE MAINTENANCE MEASURES

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

GRADING, DRAINAGE

AND UTILITIES PLAN

C-2.0

UTILITY NOTES:

1. ALTHOUGH NOT SHOWN ON THE DRAWINGS, CONTRACTOR SHALL PROVIDE FOR THE INSTALLATION OF

ALL JOINTS COUPLINGS, RESTRAINTS, BENDS, ANGLES, AND OTHER APPURTENANCES FOR THE

INSTALLATION OF THE DOMESTIC AND FIRE PROTECTION WATER SERVICE. CONTRACTOR MAY NEED TO ROUTE THE WATER SERVICE BENEATH THE EXISTING ELECTRICAL DUCT BANK OR OTHER UTILITIES.

Varies 6"

Pipe 1'

6"

4'-6" M

IN

EXCAVATED MATERIAL (UNDER PLANTING)

GRAVEL BACKFILL PLACED AND COMPACTED

IN 12" LAYERS (UNDER PVMNTS.)

COMPLETE ENVELOPE OF FILTER FABRIC WITH

12" OVERLAP REQUIRED WHEN CRUSHED

STONE IS USED AS BEDDING MATERIAL,

FILTER FABRIC REQUIRED IN ROCK

CUT AS DIRECTED BY ENGINEER

COURSE SAND OR

FINE GRAVEL

GRAVEL FILL AS DIRECTED BY

ENGINEER WHEN UNSUITABLE

MATERIAL IS ENCOUNTERED

WARNING

TAPE

PIPE O.D. PLUS

24" OR 3'-0" MIN.

4" LOAM, FERTILIZE AND SEED WITH

GRASS AND MULCH

BITUMINOUS

CONCRETE

PAVEMENT

VAR

IES

WATER TRENCH

SCALE: NONE

LAWN

SCALE: NONE

1" REBAR FOR BAG

REMOVAL FROM INLET

(REBAR NOT INCLUDED)

OPTIONAL OVERFLOW

SILTSACK®

DUMP LOOPS (REBAR NOT

INCLUDED)

FOAM

INSERT

NOTES:

1. UTILIZE 'SILTSACK' SEDIMENT CONTROL DEVICE,

TERRAFIX GEOSYNTHETICS INC. OR ENGINEER

APPROVED EQUAL.

2. INSTALL AND MAINTAIN IN ACCORDANCE WITH

MANUFACTURERS WRITTEN INSTRUCTIONS.

SILT SACK (SS)

SCALE: NONE

STAKED STRAW BALES

CROSS-SECTION

PLAN VIEW

FIELD VARIABLE

FI

EL

D V

AR

IA

BL

E

10' (MIN.)

OVERLAP

1'

NOTES:

1. CONSTRUCT WASHOUT AREA LARGE ENOUGH TO ENSURE MATERIALS WILL BE CONTAINED WHERE WASTE

CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY EVAPORATE.

2. WASHOUT AREA SHALL BE LARGE ENOUGH TO RETAIN ALL LIQUID AND WASTE CONCRETE MATERIALS FROM

WASHOUT OPERATION.

3. WEEKLY INSPECTIONS OF WASHOUT AREAS SHALL BE CONDUCTED TO ASSESS THE HOLDING CAPACITY AND

FUNCTIONALITY OF THE WASHOUT AREA.

NON-WOVEN GEOTEXTILE FILTER

FABRIC

SECURE FABRIC WITH EROSION

CONTROL STAPLES

FILTER FABRIC

2"x11

2"x36" WOOD STAKE OR STEEL

POSTS WITH A MIN. OF 0.5 POUNDS

PER LINEAR FOOT (2 PER HAY

BALE)

FILTER FABRIC

BURY FILTER FABRIC 4"

SCALE: NONE

TEMPORARY CONCRETE WASHOUT AREA

3' -6

" A

BO

VE

FI

N . G

R

AD

E

6"

GRANULAR FILL

CAST-IN-PLACE CLASS A

CONCRETE FOOTING

CONCRETE DUMPSTER PAD

4"Ø GALVANIZED STEEL PIPE

ASTM A53 (STD. WEIGHT) FILLED

WITH 3,000 PSI CONCRETE, COLOR TO BE

SELECTED BY ARCHITECT.

CONCRETE DOME

6"

1'-6"

BOLLARD

SCALE: NONE

BITUMINOUS CONCRETE PAVEMENT

4" PROCESSED AGGREGATE BASE (COMPACT EACH LIFT

TO 95% OF MODIFIED DENSITY PER ASTM D-1557

METHOD C)

1 12" HMA S0.375

8" COMPACTED ROLLED GRANULAR BASE (95% OF

MODIFIED DENSITY PER ASTM D-1557 METHOD C)

COMPACTED SUBGRADE (95% MAXIMUM DRY UNIT

WEIGHT ACCORDING TO ASTM D-1557)

2 12" HMA S0.5

SCALE: NONE

6"

1" 6"

COMPACTED

SUBGRADE

FIN. GRADE

PAVEMENT

CONTRACTION JOINTS 8' O.C.

EXPANSION

JOINTS @ 20' O.C.

HAND RUB

EXPOSED SURFACES

FIN. GRADE

COMPACTED

GRAVEL BASE

1" R

18"

14" 8"

6" 6"7" NO. 4 REBAR

SECTION

NOTE:

CONTRACTOR SHALL SUBMIT

SHOP DRAWING OF PRECAST

CURB FOR APPROVAL.

FRONT SECTION

NO. 4 REBAR

(TYP.)

NO. 5 REBAR PIN

EACH END TYP.

3"

MIN.

3"

MIN.

1/2" PREFORMED

BITUMINOUS EXPANSION

JOINT MATERIAL AT

EACH EXPANSION JOINT

CONCRETE CURB

4,000 PSI

PRECAST CONCRETE CURB

SCALE: NONE

2. CONCRETE SHALL BE CLASS "A"

1. THE DIMENSIONS SHOWN ARE MINIMUM.

PRIOR TO PLACING CONCRETE

TO FIRM MATERIAL IMMEDIATELY

TRENCH SHALL BE EXCAVATED

TRENCH WIDTH

1.0'

D

2.0'

D

2D

90° FITTING

6D

1.0'

2.0'

1.0'

2.0'

D

2D

4D

11.25°, 22.5° AND 45°

1.0'

2.0'

3D

1.5D

ANGLE OF FITTING

D

PLAN

SECTION

PLAN

CONCRETE THRUST BLOCKS

PLAN

SCALE: NONE

D

GATE VALVE

SCALE: NONE

WTR-102-CT

ADJUSTABLE VALVE BOX PER LOCAL WATER

DEPARTMENT STANDARDS

FINISH GRADE

5' M

IN

IM

U M

C O

VE

R

8" GATE VALVE

M.J. FITTINGS (TYP.)

UNDISTURBED MATERIAL

CONCRETE SUPPORT

WATER SERVICES 4" THROUGH 8"

NONESCALE:

PERMANENT PAVEMENT REPAIR DRIVEWAY DETAIL

NONESCALE:

EXISTING GRAVEL BACKFILL

COMPACTED IN 12" LAYERS

(UNDER PVMNTS.)

3" COMPACTED BIT. CONC. WEARING

COURSE CLASS 2 PER

TACK COAT ALL EDGES

STORM DRAINAGE MANHOLE

SCALE: NONE

6" MIN.

4" MIN.

B

AS

E 4'

M

IN

. KNOCKOUTS FOR PIPES

MIN. 4" FROM TOP &

BOTTOM OF BASE

12" CRUSHED STONE

CONCRETE OR BRICK &

MORTAR INVERT

R

IS

ER

V

AR

IE

S 3'

O R

' C

O N

E

4" MIN.

STEP

12" (TYP.)

3" MIN.

4'-0" DIA.

WATERTIGHT

GASKET OR SEALER

LIFTING HOLES (TYP.)

FILL WITH MORTAR

5" WALL

PRECAST REINFORCED CONCRETE TONGUE

AND GROVE RISERS AS REQUIRED

WELDED WIRE FABRIC (TYP.)

PRECAST REINFORCED CONCRETE

MANHOLE ECCENTRIC CONE

ADJUST TO GRADE WITH MAX. OF

FOUR COURSES OF BRICK OR

GRADE RINGS

8" MIN.

2'-6" DIA. MAX.

2'-0" DIA. MIN.

2"

FRAME - SET IN FULL BED OF MORTAR

7"

NOTES:

1. 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE.

PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO

INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE.

2. FRAME DIAMETER OF 3'-3" WITH 4" FLANGE MUST BE USED WHEN THE TOP DIA. OF THE PRECAST CONE IS LESS THAN 3'-6".

ALL OTHER FRAME DIMENSIONS ARE TO REMAIN THE SAME.

3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF F'c = 4,000 PSI SHALL BE OBTAINED PRIOR TO SHIPPING.

4" MIN.

7" TYP.

Va rie s

6"

Pi pe

1'

6"

PIPE O.D. PLUS

24" OR 3'-0" MIN.

GRAVEL FILL AS DIRECTED BY

ENGINEER WHEN UNSUITABLE

MATERIAL IS ENCOUNTERED

3/8" TO 3/4" CRUSHED STONE PLACED AND

COMPACTED IN 6" LAYERS. CRUSHED STONE

IN WET INSTALLATIONS

COMPLETE ENVELOPE OF FILTER FABRIC WITH

12" OVERLAP REQUIRED WHEN CRUSHED

STONE IS USED AS BEDDING MATERIAL,

FILTER FABRIC REQUIRED IN ROCK

CUT AS DIRECTED BY ENGINEER

GRAVEL BACKFILL PLACED AND COMPACTED

IN 12" LAYERS (UNDER PVMNTS.)

EXCAVATED MATERIAL (UNDER PLANTING)

WARNING

TAPE

VA

R

IE

S

4" LOAM, FERTILIZE AND SEED WITH

GRASS AND MULCH

BITUMINOUS

CONCRETE

PAVEMENT

PROCESSED STONE

AGGREGATE BASE

OR

1' -6

" M

IN

STORM TRENCH

SCALE: NONE

TRENCH DRAIN

SCALE: NONE

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

DETAILS

C-3.0

VARIES

(SEE SPECIFICATIONS)

PLAN VIEW (TOP SLAB)

ELEVATION

NOTES:

1. INLET SHALL BE 30"x30" CONCRETE AREA DRAIN, AS MANUFACTURED BY ARROW

CONCRETE, OR ENGINEER APPROVED EQUAL.

2. CONCRETE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS.

3. REINFORCING STEEL - ASTM 615 AND A82 OR A185 SPECIFICATIONS.

4. H-20 DESIGN LOADING PER AASHTO HS-20-44.

5. BUTYL RUBBER JOINT SEALANT - ASTM C990-91.

6. HEIGHT OF DRAIN BOX SHALL BE 3' (MODEL #ADBKO3) UNLESS DEPTH OF INVERT PIPE

OUT REQUIRES THE USE OF 4' DRAIN BOX (MODEL #ADBKO4).

7. FRAME AND GRATE PAIR SHALL BE ONE OF THE FOLLOWING:

A. STANDARD BEEHIVE GRATE SHALL BE NEENAH INLET FRAME/BEEHIVE GRATE

R-2564 OR ENGINEER APPROVED EQUAL.

- SEE PLANS FOR SPECIFIC LOCATIONS OF TYPE SELECTED.

GRATE TO MATCH FRAME

RINGS AS REQUIRED

PRECAST CONCRETE TOP SLAB

PRECAST AREA DRAIN

AREA DRAIN

SCALE: NONE

CRUSHED STONE

KNOCK-OUT PER PIPE CONNECTION

REQUIREMENTS. SEE PLANS.

FRAME-SET IN FULL BED OF MORTAR

UNIT MASONRY OR GRADE

CURB RAMP

SCALE: NONE

CONCRETE SIDEWALK

SCALE: NONE

TRUNCATED DOME TACTILE - WARNING STRIP

SCALE: NONE

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

DETAILS

C-3.1

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 X X X X X X X X X

SCALE 1/4" = 1'-0"2

REFER TO DETAIL 5 ON THIS SHEET

BITUMINOUS ASPHALT

PAVING

ADDITIONAL REINFORCEMENT

AROUND STP MANWAYS SEE

DETAIL 4 ON THIS SHEET

NATIVE SOIL

FILTER FABRIC

DEADMAN ANCHOR STRAPS

AND TURNBUCKLES

SUPPLIED BY TANK MFR.

STEEL SHEETING

(IF REQ'D.)

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

ANCHOR STRAP LOCATIONS PER

APPROVED MANUFACTURER

DRAWINGS

CONCRETE ANCHOR

PAD

DEPTH TO BE DETERMINED

ONCE TANK MANUFACTURER IS

SELECTED

TANK CROSS SECTION

42" MIN.

LU

Ø

XXXXXXXXXXXXXX XXXXXXXX

SEE DETAIL 4 ON THIS SHEET

FOR REINFORCEMENT AROUND

STP MANWAYS

2'-0"

MIN.

SELECT FILL PER MFR'S

SPECIFICATION (WASHED

PEA GRAVEL)

NATIVE SOIL

STEEL SHEETING

(IF REQ'D)

SCALE 1/4" = 1'-0"

TANK END SECTION1

2'-0"

MIN.

CONCRETE ANCHOR PAD

SEPARATION OF SELECT FILL

BETWEEN TANK AND CONCRETE

ANCHOR PAD PER

MANUFACTURERS

RECOMMENDATIONS

SEE NOTES

FILTER FABRIC WRAPS

UNDER SELECT FILL

SCALE 1/4" = 1'-0"3 CONCRETE ANCHOR PAD: REBAR PLAN

ANCHORING POINT MATERIAL,

LOCATIONS, AND

SPECIFICATIONS PER

MANUFACTURERS APPROVED

DRAWINGS AND SPECIFICATIONS

#6 REBAR SPACING MAX. 12"

O.C. EACH WAY, CONFIRM WITH

TANK SPECIFICATION

LENGTH VARIES

DEPENDENT ON SELECTED

TANK MANUFACTURER

W

ID

TH

V

AR

IE

S D

EP

EN

D

EN

T O

N

SE

LE

C

TE

D

T

AN

K M

AN

U

FA

C

TU

R

ER

TANK

OVERLAP MAT AND BARS

BY 12" MIN. ALL EDGES

8" C O

N C

. SLAB

#4 REBAR @ 1' CENTERS BOTH

WAYS FOR 2' AROUND MANWAY

IN UPPER 1/3 OF MAT

1/2 TO 1" CROWN FOR

ALL MANWAYS

6 X 6 6/6 WWM IN BOTTOM 13 OF

MAT. OVERLAP 1' MIN WITH REBAR

ABOVE

CONCRETE REINFORCEMENT

@ MANWAY DETAIL

SCALE: 1/2"=1'-0"4

PER MEP DRAWINGS

6"

8" FOR TANK MAT

12" STABILIZED SUBGRADE

COMPACTED TO 95% DENSITY

CONCRETE PAVEMENT AND

EXPANSION JOINT DETAIL

SCALE: 3/4"=1'-0"5

PROVIDE 1/2" X 6" DECK-O-FOAM® PEEL-AWAY TOP

EXPANSION JOINT SEALED WITH SIKAFLEX WHERE CONCRETE

SLAB MEETS CURBS, OR ANOTHER CONCRETE SLAB.

MAINTAIN A MAXIMUM DISTANCE OF 50'-0" OC BETWEEN

JOINTS

CONCRETE SLAB WITH FIBERMESH AND 6" X 6"

W2.9/W2.9 WWM (6/6 WIRE GAUGE) 4000 PSI F'C 28

DAYS

UPGRADE EMERGENCY

632-16-101

GENERATORS

FULLY SPRINKLERED

BID DOCUMENTS

DETAILS

C-3.2

NOTES:

1) HOLD DOWN STRAPS, TURNBUCKLES, WIRE ROPE,

DEADMAN ANCHORS AND ANCHOR POINT LOCATIONS ARE

TO BE PER MANUFACTURERS RECOMMENDATIONS AND

SPECIFICATIONS.