36C24520Q0392-016.pdf

DRAWING SYMBOL LEGEND

X

DRAWING BLOCK TITLES:

EXTERIOR ELEVATION

INDICATOR:

INTERIOR ELEVATION

INDICATOR FOR

MULTIPLE VIEWS:

CONTRACTOR NOTE

D E P A R T M E N T O F

V E T E R A N S A F F A I R S

G101

PROJECT LOCATION

G102

BATH

BATH

TWO BEDROOM

TWO BEDROOM

BATH

BATH

TWO BEDROOM

BATH

ELEC. ROOM

LAUNDRY

LOUNGE

DINING

FAMILY

VISITATION

SEC. STOR.

LOCKED MEDS

ELEV. MACH.

ROOM

KITCHEN

NURSES STATION

SOILED

BATH

BATH

BATH

STAIR

CORR.

TOILET

LOBBY

TWO BEDROOM

TWO BEDROOM

TWO BEDROOM

STAIR

CORRIDOR

LINEN CLOSET

VESTIBULE

TWO BEDROOM

PRIVATE BEDROOM

CORRIDOR

CORR.

MANAGER

ADMIN

SUPPORT/COPY

TOILET

REF

DW

NURSES STATION

TOILET

EXAM

TREATMENT

PEER TECH/

DIETICIANSOCIAL WORKER

SOCIAL WORKER

PSYCHOLOGIST

PSYCHOLOGIST

BREAKROOM

GROUP THERAPY

GROUP THERAPY

CLEAN

STORAGE

HAC

MECH./

ELEC.

RECEPTION

STOR.

IT

COMM.

SEC.

FITNESS

TOILET

STAIR

STAIR

CORRIDOR

CORRIDOR

FITNESS OFFICE

ELEVATOR

FIRE

PROTECTION

MECHANICAL

ELEVATOR

PIT

G103

LIFE SAFETY PLAN

FIRST FLOOR LIFE SAFETY PLAN 1/8"=1'-0"

SECOND FLOOR LIFE SAFETY PLAN 1/8"=1'-0"

BASEMENT LIFE SAFETY PLAN 1/8"=1'-0"

CNSIII CNSIII

1. THE LIFE SAFETY PLAN IS BASED ON NFPA 101 - LIFE SAFETY CODE, 2015 EDITION.

2. MECHANICAL SHAFT WALLS ARE NON-RATED WALLS. FIRE DAMPERS ARE INSTALLED THE THE

1 HOUR RATED FLOOR.

3. THE LENGTH OF TRAVEL FROM ANY LOCATION, TO EITHER STAIRWELL, IS LEST THAN 50 FEET.

BENCH MARK

PIN EL. 872.45

REMOVE AND RESET BENCH

EXIST. F.O. LINE TO REMAIN

RELOCATE SHELTER

EXIST. BOLLARDS

REMOVE TREES

REMOVE TREES

REMOVE SIGNS

REMOVE TREES

TO REMAIN (TYP.)

EXIST. CONC. TO REMAIN

EXIST. LP TO REMAIN

INSTALL TREE PROTECTION

FENCE (TYP.)

INSTALL CONSTR. SAFETY

FENCE

SIGN BARRICADE

(SIDEWALK CLOSED)

SIGN BARRICADE

(SIDEWALK CLOSED)

INSTALL CONSTR. SAFETY

FENCE

EXIST. SW TO REMAIN

INSTALL CONSTRUCTION DRUMS

@ 8' C/C SPACING

REMOVE PORTION OF WALL

REMOVE EIGHT (8) PARKING

BLOCK AND REUSE

(SEE NOTE 1)

DISMANTLE AND

DEMOLITION AND

SITE PROTECTION PLAN

JCW LAS

10'20' 20'0

LEGEND

WATER LINE

PROPOSED SANITARY SEWER LINE

STEAM LINE

STORM SEWER LINE

UNDERGROUND ELECTRIC CONDUIT

EXISTING SIGN

EXISTING PROTECTIVE BOLLARD

EXISTING YARD DRAIN

EXISTING LIGHT POLE

EXISTING STORM DRAIN INLET

UNDERGROUND TELEPHONE CONDUIT

*880.70 APPROX. ELEV.; MATCH EXISTING

SEWER CLEAN OUT

MANHOLE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY MANHOLE

EXISTING STORM MANHOLE

NOTES:

1. CONTRACTOR SHALL DISMANTLE AND RELOCATE

SHELTER AS DIRECTED.

2. USE TRVPT #5 FOR SITE BENCHMARK. LOCATED SOUTH

OF BUILDING 5. (ELEVATION = 881.79)

NEW ASPHALT PARKING

(7 ADD. SPACES)

L

S

L

S

L

S

L

S

F

F

N

E

W

B

U

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D

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N

G

SITE PLAN

JCW LAS

10'20' 20'0

LEGEND

WATER LINE

PROPOSED SANITARY SEWER LINE

STEAM LINE

STORM SEWER LINE

UNDERGROUND ELECTRIC CONDUIT

EXISTING SIGN

EXISTING PROTECTIVE BOLLARD

EXISTING YARD DRAIN

EXISTING LIGHT POLE

EXISTING STORM DRAIN INLET

UNDERGROUND TELEPHONE CONDUIT

*880.70 APPROX. ELEV.; MATCH EXISTING

SEWER CLEAN OUT

MANHOLE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY MANHOLE

LANDSCAPING AREA

EXISTING STORM MANHOLE

NOTES:

1. CONTRACTOR SHALL CONSTRUCT RELOCATED

SHELTER AS DIRECTED. EXACT LOCATION TO BE

DETERMINED BY VA. REINSTALLATION OF SHELTER

PAD, AND FOUNDATION SHALL MEET OR EXCEED

EXISTING. PROVIDE SHOP DRAWING TO VA FOR

APPROVAL PRIOR TO NEW WORK.

(SEE NOTE 1)

C.O.

PROPOSED WATER LINE

TIE TO EXIST. WATER LINE

NEW ASPHALT PARKING

(7 ADD. SPACES)

Y.D.

INV. 870.30

TOP 881.50

INV. 879.50

Y.D.

Y.D.

TOP 881.50

INV. 878.50

Y.D.

TOP 881.50

INV. 878.00

Y.D.

TOP 882.17

INV. 877.67

L

S

L

S

L

S

TIE TO EXIST.

STORM MANHOLE

TIE TO EXIST.

S.S. MANHOLE

INV. 868.00

INTERSECTION

EX. STORM INV. 866.27

PROP. S.S. INV. 868.56

INV. 871.50

INTERSECTION

PROP. STORM INV. 872.36

PROP. S.S. INV. 869.14

L

S

P

V

C

I

R

E

D

O

M

INSTALL FIRE HYDRANT

*882.73

*882.87

*883.25

*883.34

*883.40

*883.49

*883.54

883.50

883.17

883.50

883.50

883.50

883.50

*882.19

*880.70

*879.65

882.00

883.00

882.64

882.55

882.93

883.35

883.40

882.50

878.50

878.00

874.33

874.33

*883.15

*883.15

*883.08

F

N

I

L

D

I

N

G

TOP 881.50

INV. 879.00

C

P

V

C

3~6" GATE VALVES

Y.D.

TOP 873.00

INV. 871.00

Y.D.

TOP 873.90

INV. 869.90

C

C

C

C

C

C

C

PROPOSED FIRE LINE

INV. 869.70

INSTALL 6" GATE VALVE

I

R

E

C

F

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R

E

DS

DS

DS

DS

DS

DS

882.50

882.50

SITE GRADING PLAN

JCW LAS

10'20' 20'0

LEGEND

WATER LINE

PROPOSED SANITARY SEWER LINE

STEAM LINE

STORM SEWER LINE

UNDERGROUND ELECTRIC CONDUIT

EXISTING SIGN

EXISTING PROTECTIVE BOLLARD

EXISTING YARD DRAIN

EXISTING LIGHT POLE

EXISTING STORM DRAIN INLET

UNDERGROUND TELEPHONE CONDUIT

*880.70 APPROX. ELEV.; MATCH EXISTING

SEWER CLEAN OUT

MANHOLE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY MANHOLE

LANDSCAPING AREA

EXISTING STORM MANHOLE

DOWNSPOUT

NOTES:

1. INSTALL PRE-CAST CONCRETE SPLASH BLOCKS ON

SOUTHEAST SIDE OF BUILDING DOWNSPOUTS.

2. INSTALL PVC DOWNSPOUT TO 5" PVC ADAPTER WITH 6"

PVC PIPE TO DRAINAGE SYSTEM ON NORTHWEST SIDE OF

BUILDING.

3. USE 5' MIN. RADII AT ALL SIDEWALK INTERSECTIONS AS

SHOWN ON PLAN.

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O

M

F

N

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D

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G

INSTALL SILT FENCE

INSTALL DANDY SACK

INLET PROTECTION

INSTALL STD. INLET

PROTECTION (TYP.)

TEMPORARY CONSTRUCTION

ENTRANCE

C

P

V

C

C

C

C

C

C

C

C

I

R

E

C

F

I

R

E

DS

DS

DS

DS

DS

DS

INSTALL STD. INLET

PROTECTION (TYP.)

EROSION AND SEDIMENT

JCW LAS

10'20' 20'0

CONTROL PLAN

LEGEND

WATER LINE

PROPOSED SANITARY SEWER LINE

STEAM LINE

STORM SEWER LINE

UNDERGROUND ELECTRIC CONDUIT

EXISTING SIGN

EXISTING PROTECTIVE BOLLARD

EXISTING YARD DRAIN

EXISTING LIGHT POLE

EXISTING STORM DRAIN INLET

UNDERGROUND TELEPHONE CONDUIT

*880.70 APPROX. ELEV.; MATCH EXISTING

SEWER CLEAN OUT

MANHOLE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY MANHOLE

N

I

L

D

I

N

G

Id(1)

Bg(10)

Bg(3)

Bg(4)

Bg(2)

Bg(2)

Bg(5)

Bg(3)

Bg(3)

Ig(1)

Ig(1)

Pt(1)

Cf(1)

LANDSCAPING PLAN

LEGEND

WATER LINE

PROPOSED SANITARY SEWER LINE

STEAM LINE

STORM SEWER LINE

UNDERGROUND ELECTRIC CONDUIT

EXISTING SIGN

EXISTING PROTECTIVE BOLLARD

EXISTING YARD DRAIN

EXISTING LIGHT POLE

EXISTING STORM DRAIN INLET

UNDERGROUND TELEPHONE CONDUIT

*880.70 APPROX. ELEV.; MATCH EXISTING

SEWER CLEAN OUT

MANHOLE

JCW LAS

5'10' 10'0

NOTE: SEE LANDSCAPING DETAILS FOR

PLANT DESCRIPTIONS, SIZES AND

ADDITIONAL INFORMATION.

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY MANHOLE

TO POST

SILT FENCE

MIN.

MIN.

MIN.

MIN.

FLOW

F

L

O

W

BACKFILL

IN TRENCH

24"

10'

MAX.

SILT FABRIC

STAPLED TO

COMPACTED

TRENCH

6" x 6"

POSTS

18"

42"

24"

FABRIC

ANCHORED

POST (2" X 2"

SILT FENCE FABRIC

ANCHORED IN TRENCH

AND FIRMLY ATTACHED

6" x 6"

TRENCH

SILT FENCE

DETAIL

NOT TO SCALE

CONTROL GENERAL NOTES:

DO NOT SCALE DRAWING. FOLLOW DIMENSIONS.

2.

3.

4.

5.

ADDITIONAL SILT FENCE MAY BE REQUIRED AS DIRECTED.

SILTATION CONTROL DEVICES TO REMAIN IN PLACE UNTIL

PERMIT HAS BEEN TERMINATED.

SILTATION FENCES SHALL BE INSPECTED WEEKLY FOR

DAMAGE AND FOR AMOUNT OF SEDIMENTATION WHICH HAS

ACCUMULATED. REMOVAL OF SEDIMENT WILL BE REQUIRED

ATTACHMENT OF GEOTEXTILE FABRIC TO BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS. SILT FENCE SHALL BE

1.

WHEN IT REACHES 1/4 OF THE HEIGHT OF THE SILTATION FENCE.

EROSION & SEDIMENT

6.

CONTRACTOR SHALL DOCUMENT & RECORD ALL INSPECTION

AND MAINTENANCE ACTIVITIES SUCH AS CLEANING SEDIMENT

BASINS OR TRAPS AND OTHER SEDIMENT TRAPPING STRUCTURES

OR CATCH BASINS AS WELL AS ALL RE-SEEDING & MULCHING.

7.

CONTRACTOR SHALL DEVELOP IN ACCORDANCE WITH THESE

PLANS A DETAILED PLAN AND SCHEDULE FOR MAINTENANCE OF

ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL STRUCTURES.

THIS PLAN SHALL INCLUDE A DESCRIPTION OF PROCEDURES TO

MAINTAIN IN GOOD AND EFFECTIVE CONDITION AND PROMPTLY

REPAIR OR RESTORE ALL GRADE SURFACES, WALLS, DAMS AND

STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL

MEASURES AND OTHER PROTECTIVE DEVICES. AT A MINIMUM,

PROCEDURES IN THE PLAN SHALL PROVIDE THAT ALL EROSION

CONTROLS ON THE SITE BE INSPECTED AT LEAST ONCE EVERY

SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY

STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOURS.

9.

AS CONSTRUCTION ACTIVITIES PROGRESS IT WILL BE THE

CONTRACTOR'S RESPONSIBILITY TO ADJUST THE EROSION

& SEDIMENT PLAN ACCORDINGLY.

10.

ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED

IMMEDIATELY UPON REACHING FINAL GRADE. IN THE EVENT

THE CONSTRUCTION ACTIVITY STOPS FOR (1) ONE WEEK OR

MORE IN AN AREA, THAT AREA SHALL BE IMMEDIATELY SEEDED

AND MULCHED WITH A TEMPORARY VEGETATIVE COVER.

8.

CONTRACTOR SHALL BE RESPONSIBLE FOR TRAINING EMPLOYEES

IN PROPER USE OF SEDIMENT AND EROSION CONTROL DEVICES.

INSTALLED PERPENDICULAR TO FLOW.

NOMINAL)

DROP INLET PROTECTION

DETAIL

NOT TO SCALE

70' Min.

10'

E X

I S

T I N

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P

A V

E M

E N

T

EXISTING GROUND

70' MIN.

MOUNTABLE BERM

(OPTIONAL)

EXISTING PAVEMENT

FILTER FABRIC

6"

PLAN

PROFILE

EXISTING GROUND

NOTES:

1. STONE SIZE - USE 2" MIN. STONE SIZE OR CRUSHED CONCRETE EQUIVALENT.

2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50'.

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWENTY (20') FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH OF

PROPOSED ENTRANCE.

5. FILTER FABRIC SHALL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING STONE.

6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH

WILL PREVENT TRACKING OR FLOWING ONTO RIGHTS-OF-WAY. THIS MAY REQUIRE

PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

SHALL BE REMOVED IMMEDIATELY.

7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER

EACH SIGNIFICANT STORM EVENTS.

STONE AGGREGATE

CONSTRUCTION ENTRANCE

DETAIL

NOT TO SCALE

11.

EROSION & SEDIMENT CONTROL SHALL BE IN ACCORDANCE WITH

WVDEP STORMWATER CONSTRUCTION PERMIT REQUIREMENTS

SEE WEBSITE:

12.

PER 64CSR47-4.2.s.5.B, IF A HORIZONTAL SEPARATION OF 10 FEET

BETWEEN THE WATER AND SEWER LINES CANNOT BE MAINTAINED,

THEN A VERTICAL SEPARATION OF 18-INCHES (BOTTOM OF WATER

LINE ABOVE TOP OF SEWER LINE) MUST BE MAINTAINED. IF EITHER

REQUIREMENTS CANNOT BE MET, THEN THE SEWER LINE MUST BE

CONSTRUCTED SO THAT: (1) THE 2 LINES WILL CROSS BETWEEN JOINTS,

(2) THE SEWER LINE WILL BE ENCASED (NON-CONCRETE ENCASEMENT)

FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING, (3) AND

THE SEWER LINE WILL BE CONSTRUCTED OF THE SAME PRESSURIZED-

TYPE PIPE AS THE WATER LINE AT THE CROSSING.

TO POST

MIN.

MIN.

MIN.

FLOW

18"

42"

24"

POST (2" X 2" NOMINAL)

SILT FENCE FABRIC

ANCHORED IN TRENCH

AND FIRMLY ATTACHED

6" x 6"

TRENCH

DROP INLET

PLAN

SECTION 'A'

STANDARD DROP INLET PROTECTION

DETAIL

NOT TO SCALE

DROP INLET

CROSS BRACE

(2" X 2" NOMINAL)

NOTE: THE DANDY SACK WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN

MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:

* NOTE: ALL DANDY SACKS CAN BE ORDERED WITH OUR OPTIONAL OIL ABSORBENT PILLOWS.

EROSION & SEDIMENT

CONTROL DETAILS

JCW LAS

MEDIUM TO COURSE

6 X 6 # 10 WIRE MESH

COMPACTED SUBGRADE

4" COMPACTED

BROOM FINISH

CONTRACTION JOINT @ 5' C/C

X X X X

EXPANSION JOINT @ BUILDING

NO SCALE

EXPANSION JOINT

1/2" JOINT FILLER &

SEALANT

FACE OF BUILDING

SIDEWALK

SIDEWALK DETAIL

GEOTEXTILE FABRIC

4" ASPHALT

BASE COURSE

1" ASPHALT

WEARING COURSE

6" AGGREGATE

BASE COURSE

PAVEMENT DETAIL

1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS

ACCORDING TO THE BEST AVAILABLE INFORMATION. THEIR LOCATIONS ARE

INTENDED TO BE USED AS A GUIDE AND CANNOT BE GUARANTEED ACCURATE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE AFFECTED UTILITY

COMPANY TO NOTIFY THEM OF THE WORK TO TAKE PLACE AND COORDINATE

LOCATIONS OF THEIR FACILITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY

LINES.

3. ALL BUILDING/ROOF DRAINS SHALL BE CONNECTED TO THE STORM WATER SYSTEM

OR DISCHARGED ONTO THE GROUND SURFACE AS SHOWN IN THE PLANS.

4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL SOIL

EROSION AND SEDIMENTATION THROUGHOUT THE COURSE OF THE PROJECT. SEE

EROSION AND SEDIMENT CONTROL PLAN.

5. MAINTAIN TRAFFIC DURING UTILITY CONNECTION WORK THAT IMPACTS ANY TRAVEL

WAY PER WVDOT "MANUAL ON TEMPORARY TRAFFIC CONTROL FOR STREETS AND

HIGHWAYS", LATEST EDITION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY

PERMITS INCLUDING FEES PRIOR TO CONSTRUCTION UNLESS NOTED OTHERWISE.

7. ALL NON-PAVED AREAS SHALL BE GRADED AND SODDED UNLESS NOTED

OTHERWISE.

8. ALL STORM WATER PIPES SHALL BE PVC PIPE AND SHALL BE BACKFILLED PER

MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE.

9. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL MEET THE STANDARDS

AND SPECIFICATIONS OF THE WVDEP.

10. BUILDINGS, STRUCTURES AND OTHER ITEMS SHOWN TO DEMOLISHED SHALL BE

REMOVED IN THEIR ENTIRETY INCLUDING FOUNDATIONS UNLESS NOTED

OTHERWISE. THIS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR

AND SHALL BE DISPOSED OF AT AN APPROVED FACILITY, UNLESS NOTED

OTHERWISE.

11. ANY SUBGRADE AREAS THAT CANNOT BE COMPACTED TO THE REQUIRED DENSITY

SHALL BE OVER-EXCAVATED AND BACKFILLED WITH COMPACTED AGGREGATE

STONE AS DIRECTED BY THE ENGINEER.

12. WINTERIZATION - ANY DISTURBED AREA THAT IS NOT GOING TO BE WORKED FOR 15

DAYS OR MORE MUST BE SEEDED AND MULCHED BEFORE NOVEMBER 1 OR MUST

HAVE A DORMANT SEEDING OR MULCH COVER APPLIED BETWEEN NOVEMBER 1 AND

MARCH 1.

13. NO EXCAVATED AREAS SHALL BE LEFT OPEN ADJACENT TO THE TRAVELED WAY

DURING NON-WORKING HOURS.

SITE GENERAL NOTES

PVC BEDDING DETAIL

TYPICAL CONCRETE CURB DETAIL

TO FLEXIBLE PAVEMENT)

(NOT REQD. WHEN CURB IS ADJACENT

6"

PREFORMED JOINT MATERIAL, 705.03

JOINT SEALER

1/4" R.

1"

5 1/2"

1/2"

FINISHED GRADE

COMPACTED SUBGRADE

3" R.

6"

CONCRETE CURB

1.

2.

EXTEND AGGREGATE SUBBASE

SUFFICIENT WIDTH BEHIND CURB

TO ACCOMODATE EXTRUSION

MACHINE.

ALL CURBING TO BE BACKED

WITH SOIL TO PROVIDE SUPPORT

PRIOR TO PAVING.

GENERAL NOTES

AGGREGATE SUBBASE

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE

70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.

SEE DRAWING NO. 7001-110-065

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER.

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE

MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 15" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II

MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR

SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

NYLOPLAST YARD DRAIN

NO SCALE

P

O

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T

A

C

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N

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A

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D

48" HIGH DENSITY ORANGE

POLYETHELENE SAFETY FENCE

WIRE OR ZIP TIES TO SECURE

SAFETY FENCE TO POST

STAKES: 72" T-POST DRIVEN

FINISHED GRADE

20" MIN. BELOW GRADE

48" Safety Fence, 72" T-Posts

SENSITIVE AREA PROTECTION DETAIL

SAF12 48" ORANGE FENCE, 12 FEET O.C.

LEGEND

SAF10 48" ORANGE FENCE, 10 FEET O.C.

1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN.

2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE

PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN.

3. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE.

4. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.

5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION; ANY CHANGE OF THE

PROTECTIVE FENCING MUST BE APPROVED.

SAF9 48" ORANGE FENCE, 9 FEET O.C.

SAF8 48" ORANGE FENCE, 8 FEET O.C..

SAF7 48" ORANGE FENCE, 7 FEET O.C.

SAF6 48" ORANGE FENCE, 6 FEET O.C.

SAF11 48" ORANGE FENCE, 11 FEET O.C..

NO SCALE

GEOTEXTILE FABRIC

6" AGGREGATE

BASE COURSE

AGGREGATE PAD DETAIL

NO SCALE

GRATE OPTIONS LOAD RATING PART # DRAWING #

PEDESTRIAN MEETS H-10 1599CGP 7001-110-207

AGGREGATE

NO SCALE NO SCALE

NO SCALE

NO SCALE

DOWNSPOUT CONNECTION

NO SCALE

DOWNSPOUT

PVC ADAPTER

6" PVC PIPE

FINISHED GRADE

DOWNSPOUT SPLASH BLOCK

NO SCALE

DOWNSPOUT

FINISHED GRADE

PRE-CAST CONCRETE

SPLASH BLOCK

SLOPE TO DRAIN

20" MIN.

SITE DETAILS

JCW RSS

RRTP BLDG FIRE SPRINKLER 8-18-17