Section_J_-_Att_No__003_Maps.pdf

Mitchell Road

KIrkpatrick Street

Townsley

FORT CRONKHITE Marin Headlands

The Marine Mammal

Center gate

NatureBridge

Nike

Missile

Site

1.5 (loop) R o d e o

L a g o o n

0.8

Lagoon Trail

0.3

0.6 s Old Bunker Road

Tennessee Point Trail

RODEO BEACH

PACIFIC OCEAN

Fort Cronkhite

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THIS PROJECT

SHEET INDEX

SHEET SUBSHEET TITLE OF SHEET

1 COVER

2 G1 SHEET INDEX AND VICINITY MAP

3 G2 ABBREVIATIONS AND GENERAL NOTES

4 G3 TYPICAL SECTIONS

5 C1 SITE SURVEY AND CONTROL

6 C2 SITE PLAN OVERVIEW

7 C3 BUILDING #1044 PROPOSED PLAN & PROFILE

8 C4 BUILDING #1065 PROPOSED PLAN & PROFILE

9 C5 BUILDING #1067 & 1068 PROPOSED PLAN & PROFILE

10 C6 BUILDING #1069 & 1070 PROPOSED PLAN & PROFILE

11 D1 ROOF EAVES GUTTER

12 D2 DOWNSPOUT

13 D3 DOWNSPOUT OUTFALL FILTER AND SPLASH PAD

14 D4 PERFORATED & SOLID PIPE, FILTER FABRIC

15 D5 PIPE FITTINGS

16 D6 MITERED DRAIN OUTFALL

17 D7 SAFETY FENCE AND STRAW BLANKET

VICINITY MAP

PACIFIC OCEAN

EXISTING

PARKING LOT

EXISTING

STORAGE AREA

GENERAL NOTES

1. THESE PLANS REPRESENT A DESIGN FOR THE FORT CRONKHITE DRAINAGE PROJECT - PMIS #225134

2. THE RECOMMENDED PRODUCTS FOR THE DRAINAGE IMPROVEMENTS ARE SUMMARIZED BELOW:

· EAVES GUTTERS AND DROP CONNECTIONS: 5-INCH K STYLE ALUMINUM (WHITE) (SEAMLESS)

· DOWNSPOUTS AND ELBOWS: 2-INCH X 3-INCH ALUMINUM (WHITE)

· DOWNSPOUT OUTFALL: VINYL DOWNSPOUT FILTER (WHITE)

· SPLASH PAD: 24-INCH VINYL (STONE)

· FRENCH DRAIN PIPE: 4-INCH X 100-FOOT CORRUGATED PERFORATED PIPE

· FRENCH DRAIN PIPE OUTFALL: 4-INCH MITERED DRAIN GRATE

· SAFETY FENCE: 6' X 100' STANDARD MESH (ORANGE)

· SAFETY FENCE POSTS: 8' HEIGHT X 1 5/8" WIDTH HEAVY DUTY METAL

· PLANTING STRAW BLANKET: 8' X 112.5' STRAW EROSION CONTROL BLANKET

NOTE:

THIS IS A STANDARD LIST OF ABBREVIATIONS, THEREFORE, SOME ABBREVIATIONS MAY

APPEAR ON THIS SHEET AND NOT BE UTILIZED ON THIS PROJECT

CIVIL ABBREVIATIONS

@ AT

℄ CENTERLINE

° DEGREES

Δ DELTA (ANGLE)

Ø DIAMETER

' FOOT, FEET

" INCH, INCHES

- MINUS

# NUMBER

% PERCENT

+ PLUS

ACM AERIAL CONTROL MONUMENT

AD ALGEBRAIC DIFFERENCE

ALIGN ALIGNMENT

ALUM ALUMINUM

APPROX APPROXIMATELY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BFC BOTTOM FACE OF CURB

BVCE BEGINNING OF VERTICAL CURVATURE ELEVATION

BVCS BEGINNING OF VERTICAL CURVATURE STATION

C CENTER

CIP CAST IN PLACE

CL CLASS

CLR CLEAR

CMP CORRUGATED METAL PIPE

COMP COMPACTION

CONC CONCRETE

CONST CONSTRUCT, CONSTRUCTION

CONT CONTINUOUS

CY CUBIC YARD

DESCR DESCRIPTION

DIA DIAMETER

E EAST, EASTING

EA EACH

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATION

EMB EMBANKMENT

EQ EQUAL

EVCE END OF VERTICAL CURVATURE ELEVATION

EVCS END OF VERTICAL CURVATURE STATION

EXC EXCAVATION

EXP EXPOSURE

FHWA FEDERAL HIGHWAY ADMINISTRATION

FT FOOT, FEET

GA GUAGE

GB GRADE BREAK

HDPE HIGH-DENSITY POLYETHYLENE

HORIZ HORIZONTAL

IN INCH

INV INVERT

L LENGTH

LB POUND

LF LINEAR FOOT, LINEAR FEET

LT LEFT

MAX MAXIMUM

MFG MANUFACTURER

MIN MINIMUM

MON MONUMENT

N NORTH, NORTHING

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

N NUMBER

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVATURE

PG PROFILE GRADE

PI POINT OF INTERSECTION

PL PLACES

PRC POINT OF REVERSE CURVATURE

PSI POUNDS PER SQUARE INCH

PT POINT, POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

REINF REINFORCEMENT

RT RIGHT

S SOUTH

SCH SCHEDULE

SF SQUARE FOOT, SQUARE FEET

SHT SHEET

SL SLOPE

SP SPACES

STA STATION

T TANGENT LENGTH

TEMP TEMPORARY

TFC TOP FACE OF CURVE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

USFT US FOOT, US FEET

VC VERTICAL CURVE

VERT VERTICAL

W WEST

CONSTRUCTION NOTES

1. ANTICIPATED CONSTRUCTION DURATION - 60 WORKING DAYS.

2. THE PARK WILL REMAIN OPEN DURING ANTICIPATED CONSTRUCTION.

3. CONTRACTORS OPTION - CONTRACTOR IS ALLOWED TO TEMPORARILY CLOSE KIRKPATRICK STREET UPON ADEQUATE NOTICE TO NPS AND CONTRACTING OFFICER.

NPS TO REVIEW AND APPROVE CONTRACTOR'S REQUESTED CLOSURE SCHEDULE.

4. KIRKPATRICK STREET CLOSURE COULD BE SECURED BY TEMPORARY GATES ON BOTH ENDS, AT CONTRACTOR'S COST. NPS TO REVIEW AND APPROVE

CONTRACTOR'S NOTIFICATION SIGN PLACED ON GATES.

5. ORANGE-COLORED (ESA) SAFETY FENCING WITH CONSTRUCTION WARNING SIGNS WOULD BE PLACED BEHIND BUILDINGS 1065, 1066, 1067, 1069, 1070, 1077, AND 1044.

6. CONTRACTORS OPTION - CONTRACTOR IS ALLOWED TO TEMPORARILY CLOSE BUILDINGS 1065, 1066, 1067, 1068, 1069, 1070, 1077, AND 1044, UPON ADEQUATE NOTICE TO NPS AND CONTRACTING OFFICER. NPS TO REVIEW AND APPROVE CONTRACTOR'S REQUESTED CLOSURE SCHEDULE. NPS TO REVIEW AND APPROVE

CONTRACTOR'S NOTIFICATION SIGN PLACED ON BUILDINGS.

7. CONTRACTOR TO MAINTAIN ACCESS TO VEHICLE CHARGING STATIONS IF/WHILE STREET IS CLOSED.

8. SITE WORK HOURS: MONDAY-FRIDAY 7AM TO 5PM. NO WEEKEND WORK UNLESS SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL BEFOREHAND.

9. TEMPORARY UTILITY SHUTDOWNS CAN BE PERMITTED WITH APPROVAL OF CONTRACTING OFFICER AND COORDINATION WITH UTILITIES DEPARTMENTS.

10. CONSTRUCTION WATER - NPS WILL SUPPLY A WATER METER FOR CONTRACTOR TO HOOKUP TO NEARBY ON-SITE FIRE HYDRANT. THERE ARE SEVERAL FIRE HYDRANTS LOCATED IN THE AREA. CONTRACTOR TO PAY METER FEES AS DESCRIBED IN SPECIFICATION SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS.

11. CONSTRUCTION ELECTRIC - CONTRACTOR MAY USE STANDARD 120 VOLT EQUIPMENT BY PLUGGING INTO EFFECTED BUILDING RECEPTICLES. EXTENTION CORDS TO BE PROVIDED BY CONTRACTOR. PRECAUTIONS TO BE TAKEN BY CONTRACTOR TO AVOID BUILDING FUSES OR SHORT-CIRCUIT WIRING. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING ELECTRICAL FACILITIES DAMAGED BY THEIR USE. ON-SITE 240 VOLT RECEPTICALS MAY NOT BE AVAILABLE.

12. TEMPORARY FIELD OFFICES INCLUDING PREFABRICATED UNITS OR ROLL-ON TRAILERS ARE NOT ANTICIPATED.

13. STORAGE OF MATERIALS - ALLOWED AT THE ROADS AND TRAILS STORAGE AREA LOCATED ABOVE THE SITE. CONTRACTOR MUST GIVE CONTRACTING OFFICER

3-DAYS ADVANCED NOTICE BEFORE STORING MATERIALS AT THIS LOCATION.

14. CONTRACTOR VEHICLE PARKING - PARKING FOR TOOL TRUCKS, EQUIPMENT CARRYING VEHICLES, AND OTHER LARGE VEHICLES SHOULD USE KIRKPATRICK STREET

FOR LOADING AND UNLOADING.

15. CONTRACTOR EMPLOYEE PARKING - CONTRACTOR'S EMPLOYEE WORK FORCE IS ALLOWED TO PARK PERSONAL PASSENGER VEHICLES IN DESIGNATED PARKING

SPACES WITHIN PARK, ESPECIALLY PARKING LOT JUST WEST OF THE PROJECT SITE.

16. CONTRACTOR EMPLOYEE SANTIARY FACILITIES - CONTRACTOR TO PLACE TEMPORARY PORTABLE SANITARY FACILITIES WITHIN CLOSED KIRKPATRICK STREET, IF STREET CLOSURE IS USED. CONTRACTOR MAY USE SANITARY FACILITIES LOCATED AT NEARBY RODEO BEACH ACCORDING TO SPECIFICATION SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS.

REVEGETATION/PLANTING NOTES

1. PLANTING PLUGS (RED FESCUE, NEEDLE GRASS YARROW AND ASTER) SHALL BE INSTALLED AT THE FOLLOWING RATE: 1 PLANT PER SQUARE YARD.

2. PLUGS SHALL BE PLANTED BETWEEN MID-NOVEMBER AND MARCH 1ST.

3. PLUGS SHALL BE GROWN IN STUBBY LEACH TUBES, INSTALLED WITH A DIBBLE OR A SHARP SHOOTER SHOVEL.

4. A DRESSING OF STRAW BLANKET SHALL BE APPLIED BEFORE INSTALLATION OF PLUGS TO MINIMIZE WEED GROWTH.

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1.5' (MIN.)**

* DRAIN ROCK SHOULD BE CLEAN, FREE DRAINING 0.75" DIA. CRUSHED

ROCK WRAPPED WITH MIRAFI 140N FILTER FABRIC, OR APPROVED

EQUIVALENT, BETWEEN THE SOIL AND THE DRAIN ROCK.

** BURY DEPTH VARIES, SEE PLAN AND PROFILE SHEETS FOR BURY DEPTH

1.5'

EXISTING

BUILDING

FACADE

1.5'

3' MAX

2% MIN

GRADE PARKING AREA, AS NEEDED,

TO MAINTAIN EXISTING SLOPES

2:1 MAX

EXISTING BUILDING FOUNDATION

DRAIN ROCK*

GEOTEXTILE FILTER FABRIC*

FRENCH DRAIN - 4" DIA. PERFORATED PVC PIPE, ORIENTATED

PERFORATIONS DOWN, SLOPED TO DRAIN @ 0.5% MIN, ON

TOP OF THREE INCHES OF DRAIN ROCK

3" MIN CRUSHED ROCK

EXISTING ROOF

DRIPLINE

PROPOSED ROOF EAVES

GUTTER, SEAMLESS (WHITE)

PROPOSED DOWNSPOUT (WHITE)

& NEW ROOF RUNOFF PATH

PROPOSED DOWNSPOUT

OUTFALL FILTER (WHITE),

CONNECT TO FRENCH DRAIN

PROPOSED 4" SOLID PVC PIPE

PROPOSED

DOWNSPOUT

SPLASH PAD

(STONE)

FRENCH DRAIN TYPICAL SECTION

HORIZONTAL:VERTICAL EXAGGERATION = 1:1

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17 1617

484848

525252

FC-1067

FC-1068

FC-1065

FC-1064 FC-1070

FC-1063

FC-1054 FC-1062

FC-1055 FC-1061

FC-1056

FC-1057

FC-1058

FC-1059

FC-1050

FC-1049

FC-1060

FC-1044

FC-1077

FC-1066

MITCHELL ROAD

EDISON STREET

KIRKPATRICK STREET

FC-1069

FC-1071

SCALE IN FEET

30 60

SCALE: 1" = 30'

LEGEND

SEWER PIPE (PROVIDED BY CLIENT)

EXISTING DRAIN PIPE (DISCOVERED)

SEWER MANHOLE

STORM DRAIN

SEWER CLEANOUT

EXISTING DITCH

SEWER VALVE

2' CONTOUR

10' CONTOUR40

CONCRETE PAVING

ASPHALT PAVING

RETAINING WALL

WATER LINE (SURVEYED)

OVERHEAD POWER (SURVEYED)

SEWER LINE (SURVEYED)

STORM DRAIN (SURVEYED) DIRECTION OF FLOW

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER MAIN

ELECTRIC METER

GAS METER

FIRE DEPARTMENT FDCPROPOSED CONCRETE REMOVAL AND REPLACEMENT

PROPOSED REVEGETATION

PROPOSED FRENCH DRAIN ROCK

PROPOSED EAVES DRAIN

PROPOSED PERFORATED FRENCH DRAIN

PROPOSED DOWNSPOUT

PROPOSED TEMPORARY SAFETY FENCE

SEE SHEET C4 FOR

PLAN AND PROFILE

SEE SHEET C5 FOR

PLAN AND PROFILE

SEE SHEET C6 FOR

PLAN AND PROFILE

SEE SHEET C3 FOR

PLAN AND PROFILE

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FC-1044

0+00 0+50

1+

1+

FC-1044DRIVEW

AY

KIRKPATRICK STREET

DI-C

EXISTING STAIRS AND

PAVED PATHWAY,

PROTECT IN PLACE

DRIPLINE 2' FROM

WALL

EXISTING STAIRS AND PAVED PATHWAY,

PROTECT IN PLACE

TRENCH LENGTH (DRAIN ROCK BACKFILL)

FOR FRENCH DRAIN INSTALLATION (69 LF)

INSTALL ROOF EAVES

GUTTER (66 LF)

INSTALL DRAINAGE PIPE UNDER PORCH

EXISTING POLE AND CONCRETE

PAD, PROTECT IN PLACE

INSTALL DOWNSPOUT OUTFALL FILTER (CONNECT

TO FRENCH DRAIN) AND INSTALL SPLASH PAD

WATER LINE TO HOSE BIB,

DETERMINE DEPTH BEFORE

EXCAVATION

EXISTING OVERHEAD WIRE, PROTECT IN PLACE

4-IN MITERED DRAIN OUTFALL,

DAYLIGHT TO EXISTING GROUND

WET AREA NEXT TO

BUILDING

LITTLE GRAVEL LOCATED ALONG DRIPLINE.

MAY BE REMNANTS OF OLD FRENCH DRAIN

METER BOX

SHRUBLINE

TREE TRUNKS

EDGE OF BUILDING

REVEGETATE DISTURBED

AREAS (~540 SF)

34" DRAIN ROCK (~208 SF)

TRENCH LENGTH (NATIVE SOIL BACKFILL)

FOR FRENCH DRAIN INSTALLATION (41 LF)

TEMPORARY SAFETY FENCE (293 LF). INCLUDE

OSHA DANGER SIGN S-0800 OR EQUIVALENT.

ST

A.

+0

4.

FG

E

LE

V

.6 1'

ST

A.

+7

0.

FG

E

LE

V

.7 8'

ST

A.

+0

2.

FG

E

LE

V

.1 5'

NORTH BUILDING FACE EAST BUILDING FACE

ST

A.

+1

3.

IN

VE

R T

EL

EV

1.

IN

VE

R T

EL

EV

2.

IN

VE

R T

EL

EV

1.

IN

VE

R T

EL

EV

1.

BO

TT

O M

T R

EN

C

H E

LE

V

.9 1'

BO

TT

O M

T R

EN

C

H E

LE

V

.2 1'

BO

TT

O M

T R

EN

C

H E

LE

V

.8 8'

PROPOSED GRADE

EXISTING GROUND

4-IN PERFORATED PVC PIPE

69 LF @ 1.00%

4-IN MITERED DRAIN

OUTFALL, DAYLIGHT TO

EXISTING GROUND

DRAIN ROCK

FILTER FABRIC

3" THICK

CRUSHED ROCK

EXISTING

PORCH,

PROTECT

IN PLACE

4-IN SOLID PVC PIPE

41 LF @ 1.00%

BACKFILL WITH NATIVE SOIL. COMPACT

TO 90% OF STANDARD PROCTOR.

90-DEGREE FITTING

SCALE IN FEET

10 20

SCALE: 1" = 10'

SCALE IN FEET

2.5 5

SCALE: 1" = 2.5'

HORIZONTAL:

VERTICAL:

BUILDING #1044 PLAN

BUILDING #1044 FRENCH DRAIN PROFILE

LEGEND

SEWER PIPE (PROVIDED BY CLIENT)

EXISTING DRAIN PIPE (DISCOVERED)

SEWER MANHOLE

STORM DRAIN

SEWER CLEANOUT

EXISTING DITCH

SEWER VALVE

2' CONTOUR

10' CONTOUR40

CONCRETE PAVING

ASPHALT PAVING

RETAINING WALL

WATER LINE (SURVEYED)

OVERHEAD POWER (SURVEYED)

SEWER LINE (SURVEYED)

STORM DRAIN (SURVEYED) DIRECTION OF FLOW

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER MAIN

ELECTRIC METER

GAS METER

FIRE DEPARTMENT FDCPROPOSED CONCRETE REMOVAL AND REPLACEMENT

PROPOSED REVEGETATION

PROPOSED FRENCH DRAIN ROCK

PROPOSED EAVES DRAIN

PROPOSED PERFORATED FRENCH DRAIN

PROPOSED DOWNSPOUT

PROPOSED TEMPORARY SAFETY FENCE

COORDINATE TABLE

LOCATION

DESCRIPTION STA. NORTHING EASTING

NORTH BUILDING FACE 0+04.21 2132075.50 5973823.08

EAST BUILDING FACE 0+70.80 2132062.68 5973888.44

BUILDING EDGE 1+02.84 2132032.81 5973882.47

OUTFALL INVERT 1+13.89 2132022.62 5973881.60

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FC-1065

0+00

1+

1+

FC-1065

CONCRETE WALKWAY

TRENCH LENGTH

(DRAIN ROCK BACKFILL)

FOR FRENCH DRAIN

INSTALLATION (127 LF)

INSTALL ROOF EAVES

GUTTER (120 LF)

DRIPLINE 36" FROM WALL

EXISTING SIDEWALK TO BE REMOVED

AND REPLACED, MATCH EXISTING

SIZE AND THICKNESS (~20 SF)

REVEGETATE DISTURBED

AREAS (~300 SF)

GAS METER, PROTECT IN

PLACE

INSTALL DOWNSPOUT OUTFALL FILTER

(CONNECT TO FRENCH DRAIN)

AND INSTALL SPLASH PAD

WATER MAIN, DETERMINE

DEPTH BEFORE

EXCAVATION

EXISTING OVERHEAD WIRE,

PROTECT IN PLACE

4-IN MITERED DRAIN OUTFALL,

DAYLIGHT TO EXISTING GROUND

EXISTING CONCRETE WALKWAY,

PROTECT IN PLACE

ASSUMED OUTFALL LOCATION,

NO OUTFALL OR EXPOSED PIPING FOUND

34" DRAIN ROCK (~375 SF)

TEMPORARY SAFETY FENCE (320 LF).

INCLUDE OSHA DANGER SIGN S-0800

OR EQUIVALENT.

ST

A.

+0

5.

FG

E

LE

V

.3 2'

ST

A.

+9

2.

FG

E

LE

V

.1 0'

ST

A.

+2

4.

FG

E

LE

V

.3 9'

NORTH BUILDING FACE EAST BUILDING FACE

ST

A.

+3

4.

IN

VE

R T

EL

EV

4.

IN

VE

R T

EL

EV

6.

BO

TT

O

M T

R

EN

C H

E

LE

V

.8

9'

IN

VE

R T

EL

EV

5.

BO

TT

O

M T

R

EN

C H

E

LE

V

.9

8'

IN

VE

R T

EL

EV

4.

BO

TT

O

M T

R

EN

C H

E

LE

V

.6

4'

PROPOSED GRADE

EXISTING GROUND

4-IN PERFORATED PVC PIPE

127 LF @ 1.00%

4-IN MITERED DRAIN

OUTFALL, DAYLIGHT TO

EXISTING GROUND

DRAIN ROCK

FILTER FABRIC

3" THICK

CRUSHED ROCK

EXISTING

SIDEWALK TO

BE REMOVED

AND

REPLACED.

MATCH

EXISTING SIZE

AND

THICKNESS

(~19 SF)

BACKFILL WITH NATIVE SOIL. COMPACT

TO 95% OF STANDARD PROCTOR.

MINIMUM 6" DRAIN ROCK

COVERING PERFORATED PIPE

90-DEGREE FITTING

SCALE IN FEET

10 20

SCALE: 1" = 10'

SCALE IN FEET

2.5 5

SCALE: 1" = 2.5'

HORIZONTAL:

VERTICAL:

BUILDING #1065 PLAN

BUILDING #1065 FRENCH DRAIN PROFILE

LEGEND

SEWER PIPE (PROVIDED BY CLIENT)

EXISTING DRAIN PIPE (DISCOVERED)

SEWER MANHOLE

STORM DRAIN

SEWER CLEANOUT

EXISTING DITCH

SEWER VALVE

2' CONTOUR

10' CONTOUR40

CONCRETE PAVING

ASPHALT PAVING

RETAINING WALL

WATER LINE (SURVEYED)

OVERHEAD POWER (SURVEYED)

SEWER LINE (SURVEYED)

STORM DRAIN (SURVEYED) DIRECTION OF FLOW

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER MAIN

ELECTRIC METER

GAS METER

FIRE DEPARTMENT FDCPROPOSED CONCRETE REMOVAL AND REPLACEMENT

PROPOSED REVEGETATION

PROPOSED FRENCH DRAIN ROCK

PROPOSED EAVES DRAIN

PROPOSED PERFORATED FRENCH DRAIN

PROPOSED DOWNSPOUT

PROPOSED TEMPORARY SAFETY FENCE

COORDINATE TABLE

LOCATION

DESCRIPTION STA. NORTHING EASTING

NORTH BUILDING FACE 0+05.23 2132081.46 5973056.02

EAST BUILDING FACE 0+92.15 2132063.62 5973141.09

BUILDING EDGE 1+24.76 2132028.72 5973133.78

OUTFALL INVERT 1+34.88 2132021.81 5973132.30

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As so ci at es

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E= 1/

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FC-1068

C O

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0+00

1+00

1+

FC-1067

KIRKPATRICK STREET

"GREASE INTERCEPTION" BOX

LOCATED 2' FROM THE WALL,

DEMOLISH

CLEAN OUT EXISTING FRENCH

DRAIN (2' FROM WALL) (52 LF)

DRIPLINE 32" FROM WALL

DRIPLINE 38" FROM WALL

4-IN MITERED DRAIN OUTFALL,

DAYLIGHT TO EXISTING GROUND

INSTALL ROOF EAVES

GUTTER (130 LF)

EXISTING SIDEWALK TO BE REMOVED

AND REPLACED, MATCH EXISTING SIZE

AND THICKNESS (~49 SF)

TRENCH LENGTH (DRAIN

ROCK BACKFILL) FOR

FRENCH DRAIN

INSTALLATION (138 LF)

INSTALL DOWNSPOUT OUTFALL FILTER

(CONNECT TO FRENCH DRAIN)

AND INSTALL SPLASH PAD

INSTALL DOWNSPOUT OUTFALL FILTER

(CONNECT TO FRENCH DRAIN)

AND INSTALL SPLASH PAD

REVEGETATE DISTURBED

AREAS (~440 SF)

EXISTING CONCRETE WALKWAY,

PROTECT IN PLACE

DRAINAGE INLET

ASSUMED OUTFALL LOCATION,

NO OUTFALL OR EXPOSED PIPING FOUND

APPROX. SEWER SERVICE LOCATION

NO CLEANOUT FOUND

OLD-STYLE GAS REGULATOR ON 1.5" LINE

UNCERTAIN OF CONNECTION

PROPANE TANK DIRECT BURIAL DATA CABLE,

ASSUMED ROUTE FROM SEVERED

END OF CABLE AT NE CORNER OF BUILDING

TO WALL PENETRATION ON SOUTH SIDE

34" DRAIN ROCK (~387 SF)

DEMOLISH EXISTING

AND INSTALL NEW

FRENCH DRAIN

TEMPORARY SAFETY FENCE

(410 LF). INCLUDE OSHA

DANGER SIGN S-0800 OR

EQUIVALENT.

ST

A.

+0

4.

FG

E

LE

V

.4 4'

ST

A.

+0

4.

FG

E

LE

V

.0 7'

ST

A.

+3

4.

FG

E

LE

V

.3 0'

NORTH BUILDING FACE EAST BUILDING FACE

ST

A.

+4

4.

IN

VE

R T

EL

EV

6.

IN

VE

R T

EL

EV

8.

BO

TT

O

M T

R

EN

C H

E

LE

V

.9

7'

IN

VE

R T

EL

EV

7.

BO

TT

O

M T

R

EN

C H

E

LE

V

.9

2'

IN

VE

R T

EL

EV

6.

BO

TT

O

M T

R

EN

C H

E

LE

V

.6

0'

PROPOSED GRADE

EXISTING

GROUND

4-IN PERFORATED PVC PIPE

138 LF @ 1.00%

4-IN MITERED DRAIN

OUTFALL, DAYLIGHT TO

EXISTING GROUND

DRAIN ROCK

FILTER FABRIC

3" THICK

CRUSHED ROCK

EXISTING

SIDEWALK TO

BE REMOVED

AND REPLACED.

MATCH

EXISTING SIZE

AND THICKNESS

(~49 SF)

BACKFILL WITH NATIVE SOIL. COMPACT

TO 90% OF STANDARD PROCTOR.

MINIMUM 6" DRAIN ROCK

COVERING PERFORATED PIPE

90-DEGREE FITTING

SCALE IN FEET

10 20

SCALE: 1" = 10'

SCALE IN FEET

2.5 5

SCALE: 1" = 2.5'

HORIZONTAL:

VERTICAL:

BUILDINGS #1067 & # 1068 PLAN

BUILDING #1067 FRENCH DRAIN PROFILE

LEGEND

SEWER PIPE (PROVIDED BY CLIENT)

EXISTING DRAIN PIPE (DISCOVERED)

SEWER MANHOLE

STORM DRAIN

SEWER CLEANOUT

EXISTING DITCH

SEWER VALVE

2' CONTOUR

10' CONTOUR40

CONCRETE PAVING

ASPHALT PAVING

RETAINING WALL

WATER LINE (SURVEYED)

OVERHEAD POWER (SURVEYED)

SEWER LINE (SURVEYED)

STORM DRAIN (SURVEYED) DIRECTION OF FLOW

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER MAIN

ELECTRIC METER

GAS METER

FIRE DEPARTMENT FDCPROPOSED CONCRETE REMOVAL AND REPLACEMENT

PROPOSED REVEGETATION

PROPOSED FRENCH DRAIN ROCK

PROPOSED EAVES DRAIN

PROPOSED PERFORATED FRENCH DRAIN

PROPOSED DOWNSPOUT

PROPOSED TEMPORARY SAFETY FENCE

BUILDING #1067 COORDINATE TABLE

LOCATION

DESCRIPTION STA. NORTHING EASTING

NORTH BUILDING FACE 0+04.60 2132130.02 5973191.38

EAST BUILDING FACE 1+04.62 2132109.21 5973289.23

BUILDING EDGE 1+34.75 2132079.68 5973283.22

OUTFALL INVERT 1+44.57 2132070.07 5973281.23

FI

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FC-1070

0+00

1+

1+ 05 0+

1+00 1+49

FC-1070

KIRKPATRICK STREET

FC-1069

EXISTING 1' X 1'

DRAIN

REPLACE EAVES DRAIN (~51 LF)

EXISTING CONCRETE STEP TO BE REMOVED AND REPLACED.

MATCH EXISTING SIZE AND THICKNESS (~9 SF)

MANHOLE LOCATED TO

THE WEST IN PARKING

LOT

SEWER CLEANOUT

DRIPLINE 32"

FROM WALL

DRIPLINE 27" FROM WALL CONCRETE TO BE

REMOVED

EXISTING GRAVEL 16"

FROM WALL

PIPE DISCOVERED

4-IN MITERED DRAIN

OUTFALL, DAYLIGHT

TO EXISTING GROUND

CLEANOUT BOX

HEAVY VEG

TRENCH LENGTH (DRAIN ROCK BACKFILL)

FOR FRENCH DRAIN INSTALLATION (51 LF) DEMOLISH EXISTING AND

INSTALL NEW FRENCH DRAIN

INSTALL ROOF EAVES

GUTTER (130 LF)

ADD DOWNSPOUT TO EXISTING ROOF EAVES GUTTER,

INSTALL OUTFALL FILTER (CONNECT TO FRENCH DRAIN)

AND INSTALL SPLASH PAD

INSTALL DOWNSPOUT OUTFALL FILTER

(CONNECT TO FRENCH DRAIN)

AND INSTALL SPLASH PAD

REVEGETATE DISTURBED AREAS (~350 SF)

REVEGETATE DISTURBED

AREAS (~720 SF)

WATER LINE TO HOSE BIB,

DETERMINE DEPTH BEFORE

EXCAVATION

WATER LINE, DETERMINE

DEPTH BEFORE

EXCAVATION

SEWER LATERAL, UNCERTAIN

CONNECTION, DETERMINE DEPTH

BEFORE EXCAVATION

SEWER CLEANOUT,

PROTECT IN PLACE

4-IN MITERED DRAIN OUTFALL,

DAYLIGHT TO EXISTING GROUND

EXISTING 1' X 1'

DRAIN

CATCH BASIN

DOOR AND

CONCRETE STEP

GAS REGULATOR

EAVES DRAIN NOT CAPPED ,

GRAVEL AT BOTTOM OF THE

END OF THE UNCAPPED END

UTILITY VAULT

ASSUMED OUTFALL LOCATION,

NO OUTFALL OR EXPOSED PIPING FOUND

EXPOSED PVC ELBOW,

SOURCE AND TERMINUS UNKNOWN

LATERAL INTO MANHOLE FROM

THIS DIRECTION, NO EXTERIOR

EVIDENCE OF SEWER LATERAL

LOCATION FOUND AT BLDG. 1069

UTILITY VAULT

34" DRAIN ROCK (~319 SF)

34" DRAIN ROCK (~124 SF)

TRENCH LENGTH (DRAIN ROCK BACKFILL)

FOR FRENCH DRAIN INSTALLATION (142 LF)

DEMOLISH EXISTING AND

INSTALL NEW FRENCH DRAIN

TRENCH LENGTH (NATIVE SOIL BACKFILL)

FOR FRENCH DRAIN INSTALLATION (42 LF)

TEMPORARY SAFETY FENCE

(283 LF). INCLUDE OSHA

DANGER SIGN S-0800 OR

EQUIVALENT.

TEMPORARY SAFETY FENCE (416 LF).

INCLUDE OSHA DANGER SIGN S-0800 OR

EQUIVALENT.

ST

A.

+0

4.

FG

E

LE

V

.4 4'

ST

A.

+5

6.

FG

E

LE

V

.5 8'

ST

A.

+8

6.

FG

E

LE

V

.0 5'

NORTH BUILDING FACE EAST BUILDING FACE

ST

A.

+0

0.

IN

VE

R T

EL

EV

7.

BO

TT

O M

T R

EN

C

H E

LE

V

.9 6'

BO

TT

O M

T R

EN

C

H E

LE

V

.4 1'

BO

TT

O M

T R

EN

C

H E

LE

V

.1 0'

IN

VE

R T

EL

EV

8.

IN

VE

R T

EL

EV

7.

IN

VE

R T

EL

EV

7.

EXISTING

GROUND

REPLACE EXISTING 1' X

1' DRAIN AND REPLACE

WITH DEEPER 1' X 1'

CATCH BASIN

EXISTING

SIDEWALK TO BE

REMOVED AND

REPLACED. MATCH

EXISTING SIZE AND

THICKNESS (~9 SF)

REPLACE EXISTING 1' X

1' DRAIN AND REPLACE

WITH DEEPER 1' X 1'

CATCH BASIN

BACKFILL WITH NATIVE SOIL. COMPACT

TO 95% OF STANDARD PROCTOR.

MINIMUM 6" DRAIN ROCK

COVERING PERFORATED PIPE

4-IN SOLID PVC PIPE

42 LF @ 1.00%

REMOVE

EXISTING PIPE

4-IN PERFORATED PVC PIPE

51 LF @ 1.00% 4-IN MITERED DRAIN

OUTFALL, DAYLIGHT TO

EXISTING GROUND

ST

A.

+1

5.

FG

E

LE

V

.6 7'

ST

A.

+4

5.

FG

E

LE

V

.3 1'

ST

A.

+4

4.

FG

E

LE

V

.2 2'

WEST BUILDING FACE NORTH BUILDING FACE

ST

A.

+0

0.

IN

VE

R T

EL

EV

7.

IN

VE

R T

EL

EV

7.

IN

VE

R T

EL

EV

7.

IN

VE

R T

EL

EV

7.

BO

TT

O

M T

R

EN

C H

E

LE

V

.7

2'

BO

TT

O M

T R

EN

C

H E

LE

V

.2 3'

BO

TT

O M

T R

EN

C

H E

LE

V

.2 3'

BO

TT

O M

T R

EN

C

H E

LE

V

.0 8'

PROPOSED GRADE

EXISTING

GROUND

4-IN PERFORATED PVC PIPE

142 LF @ 0.50%4-IN MITERED DRAIN

OUTFALL, DAYLIGHT TO

EXISTING GROUND

DRAIN ROCK

FILTER FABRIC

3" CRUSHED

ROCK

EXISTING CONCRETE

TO BE REMOVED

EXISTING SIDEWALK

TO BE REMOVED

AND REPLACED.

MATCH EXISTING

SIZE AND

THICKNESS (~90 SF)

BACKFILL WITH

NATIVE SOIL.

COMPACT TO 95%

OF STANDARD

PROCTOR.

MINIMUM 6" DRAIN ROCK

COVERING PERFORATED PIPE

90-DEGREE FITTING

SCALE IN FEET

10 20

SCALE: 1" = 10'

SCALE IN FEET

2.5 5

SCALE: 1" = 2.5'

HORIZONTAL:

VERTICAL:

BUILDINGS #1069 & #1070 PLAN

BUILDING #1070 FRENCH DRAIN PROFILEBUILDING #1069 FRENCH DRAIN PROFILE

LEGEND

SEWER PIPE (PROVIDED BY CLIENT)

EXISTING DRAIN PIPE (DISCOVERED)

SEWER MANHOLE

STORM DRAIN

SEWER CLEANOUT

EXISTING DITCH

SEWER VALVE

2' CONTOUR

10' CONTOUR40

CONCRETE PAVING

ASPHALT PAVING

RETAINING WALL

WATER LINE (SURVEYED)

OVERHEAD POWER (SURVEYED)

SEWER LINE (SURVEYED)

STORM DRAIN (SURVEYED) DIRECTION OF FLOW

POWER POLE

FIRE HYDRANT

WATER VALVE

WATER MAIN

ELECTRIC METER

GAS METER

FIRE DEPARTMENT FDCPROPOSED CONCRETE REMOVAL AND REPLACEMENT

PROPOSED REVEGETATION

PROPOSED FRENCH DRAIN ROCK

PROPOSED EAVES DRAIN

PROPOSED PERFORATED FRENCH DRAIN

PROPOSED DOWNSPOUT

PROPOSED TEMPORARY SAFETY FENCE

BUILDING #1069 COORDINATE TABLE

LOCATION

DESCRIPTION STA. NORTHING EASTING

NORTH BUILDING FACE 0+04.35 2132071.62 5973469.33

EAST BUILDING FACE 0+56.20 2132061.21 5973520.33

BUILDING EDGE 0+86.30 2132031.96 5973514.21

OUTFALL INVERT 0+97.93 2132020.51 5973511.96

BUILDING #1070 COORDINATE TABLE

LOCATION

DESCRIPTION STA. NORTHING EASTING

OUTFALL INVERT 0+00.92 2132006.94 5973564.54

WEST BUILDING FACE 0+15.24 2132021.00 5973567.26

NORTH BUILDING FACE 0+45.02 2132050.20 5973673.15

BUILDING EDGE 1+44.96 2132029.88 5973671.02

FI

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A\ G

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As so ci at es

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E= 1/

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E= \\S an D ie go

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-D

AT

A\ G

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S\ C iv ilD es ig n\ _C lie nt s\ R ob er t P ec ci a

As so ci at es

\F or t C hr on kh ite \C

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\F or t C ro nk hi te _D ra in ag e

Pr od uc ts

_P la ns et

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ROOF EAVES GUTTER:

5-IN WHITE K STYLE ALUMINUM (SEAMLESS)

COLOR OPTIONS (PRICE MAY VARY):

WHITE* BROWN NATURAL CLAY BLACK HI-GLOSS WHITE MUSKET BROWN

* WHITE IS RECOMMENDED

TO MATCH EXISTING

BUILDING FACADE COLOR

N

AM

E= \\S an D ie go

\S

AN

D

IE

G O

-D

AT

A\ G

R

AP

H

IC

S\ C iv ilD es ig n\ _C lie nt s\ R ob er t P ec ci a

As so ci at es

\F or t C hr on kh ite \C

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\S he et

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\IF

C

\F or t C ro nk hi te _D ra in ag e

Pr od uc ts

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DOWNSPOUT: 2-IN X 3-IN ALUMINUM

COLOR OPTIONS:

WHITE* BROWN

COLOR OPTIONS:

WHITE* BROWN

* WHITE IS RECOMMENDED TO

MATCH EXISTING BUILDING

FACADE AND RECOMMENDED

EAVES GUTTER COLOR

* WHITE IS RECOMMENDED TO

MATCH EXISTING BUILDING

FACADE AND RECOMMENDED

EAVES GUTTER COLOR

PRODUCT OVERVIEW:

FACTORY BAKED ON FINISH. FRONT ELBOW USED AT TOP AND BOTTOM OF

DOWNSPOUT TO GUIDE RUN OFF DIRECTLY AWAY FROM THE WALL. USE

WITH 2 IN X 3 IN ALUMINUM DOWNSPOUTS.

PRODUCT: AMERIMAX ALUMINUM 3.25-IN

WHITE FRONT ELBOW

MANUFACTURER: AMERIMAX OR APPROVED EQUAL

DISTRIBUTOR: LOWES

ITEM: #11556

MODEL: #27064

PRODUCT OVERVIEW:

LONG-LASTING K-STYLE GUTTERS ARE A POPULAR CHOICE FOR MANY HOMES. THE

AMERIMAX K-STYLE GUTTER SYSTEM IS CRAFTED FROM THE HIGHEST QUALITY

ALUMINUM AND INCLUDES EVERYTHING YOU NEED TO PROTECT YOUR HOME FROM

DAMAGING ROOF WATER RUNOFF. THE AMERIMAX 2 IN. X 3 IN. WHITE DOWNSPOUT IS

USED TO CONNECT TO THE HORIZONTAL GUTTER SYSTEM AND GUIDE RUN-OFF ALONG

THE WALL AND AWAY FROM FOUNDATION. FOR BEST ROOF DRAINAGE CAPACITY PLACE

A DOWNSPOUT FOR EVERY 40 FT. OF GUTTER. THE 2 IN. X 3 IN. DOWNSPOUT HAS A

DRAINAGE CAPACITY OF 186 GALLONS PER MINUTE. MANUFACTURED FROM RUST-FREE

ALUMINUM WITH A BAKED-ON WHITE FINISH FOR LOW MAINTENANCE. THE DOWNSPOUT

IS CRIMPED AT ONE END FOR EASY CONNECTION TO 2 IN. X 3 IN. FRONT OR SIDE

ELBOWS. DOWNSPOUT BANDS ARE USED TO ATTACH THE DOWNSPOUT TO THE WALL

(NOT INCLUDED). THE 10 FT. LENGTH IS EASY FOR TRANSPORT AND INSTALLATION. IT IS

IDEAL FOR REPAIR, REPLACEMENT, AND ADD ON TO EXISTING GUTTER SYSTEMS.

PRODUCT: AMERIMAX 2-IN X 3-IN X 10 FT

ALUMINUM 120-IN WHITE DOWNSPOUT

MANUFACTURER: AMERIMAX OR APPROVED EQUAL

DISTRIBUTOR: LOWES

ITEM: #11557

MODEL: #2601000120

FRONT ELBOW: 3.25-IN ALUMINUM

N

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A\ G

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As so ci at es

\F or t C hr on kh ite \C

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\S he et

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\IF

C

\F or t C ro nk hi te _D ra in ag e

Pr od uc ts

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DOWNSPOUT OUTFALL: FILTER SPLASH PAD: 24-IN VINYL STONE

COLOR OPTIONS:

BLACK WHITE*

COLOR OPTIONS:

STONE SLATE GREEN BLACK BROWN

* WHITE IS RECOMMENDED TO

MATCH EXISTING BUILDING

FACADE AND RECOMMENDED

DOWNSPOUT COLOR

NOTE:

FLEX GRATE DOWNSPOUT FILTERS ARE TO BE

CONNECTED DIRECTLY TO FRENCH DRAINS.

PRODUCT OVERVIEW:

THE AMERIMAX FLEX GRATE DOWNSPOUT FILTER FILTERS LEAVES AND

DEBRIS FROM DOWNSPOUTS BEFORE IT CAN ENTER THE BURIED DRAIN

PIPE AND CAUSE BACKUPS WHICH CAN LEAD TO COSTLY WATER DAMAGE.

THE GRATE DIVERTS LEAVES AND DEBRIS WHILE ALLOWING WATER TO

FLOW THROUGH AND DRAIN PROPERLY. THE FLEX GRATE KEEPS

LANDSCAPE DRAIN PIPES AND RAIN BARRELS FREE OF LEAVES AND

DEBRIS.FITS 2 IN. X 3 IN., 3 IN. X 4 IN. OR ROUND DOWNSPOUTS WITH A

MALE TYPE END TO JOIN WITH 4 IN. CORRUGATED OR PVC PIPE

PRODUCT OVERVIEW:

FOR AN EASY AND CONVENIENT WAY TO MOVE DAMAGING RAINWATER AWAY FROM

YOUR FOUNDATION, LOOK NO FURTHER THAN THE NEW AMERIMAX SPLASH BLOCK. THE

UNIQUE CUT OUT IN THE BACK OF THE SPLASH BLOCK ALLOWS IT TO FIT UNDERNEATH

YOUR DOWNSPOUT IN APPLICATIONS WHERE THE ELBOW OF THE DOWNSPOUT SITS

NEAR TO THE GROUND WITH LOW CLEARANCE. THIS PRODUCT ALSO FEATURES A HOLE

IN THE FRONT OF THE SPLASH BLOCK ALLOWING IT TO BE SECURED TO THE GROUND

WITH A LANDSCAPE SPIKE, PREVENTING THE PRODUCT FROM BEING IMPACTED BY ANY

SEVERE WEATHER OR WIND. THE DURABLE RESIN CONSTRUCTION IS ABLE TO

WITHSTAND THE ELEMENTS IT IS SUBJECTED TO ON A DAILY BASIS, MAKING IT A LONG

LASTING SOLUTION FOR MOVING DAMAGING RAINWATER AWAY FROM YOUR HOME.

PRODUCT: FLEX GRATE BLACK VINYL

DOWNSPOUT FILTER

MANUFACTURER: AMERIMAX OR APPROVED EQUAL

DISTRIBUTOR: HOME DEPOT

INTERNET: #202516215

MODEL: #4400

PRODUCT: AMERIMAX 24 IN. STONE

SPLASH BLOCK VINYL 24-IN

STONE SPLASH BLOCK

MANUFACTURER: AMERIMAX OR APPROVED EQUAL

DISTRIBUTOR: LOWES

ITEM: #3806902

MODEL: #3013-12

N

AM

E= \\S an D ie go

\S

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G O

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A\ G

R

AP

H

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S\ C iv ilD es ig n\ _C lie nt s\ R ob er t P ec ci a

As so ci at es

\F or t C hr on kh ite \C

AD

\S he et

S et

\IF

C

\F or t C ro nk hi te _D ra in ag e

Pr od uc ts

_P la ns et

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PL

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PERFORATED PIPE:

4-IN X 10-FT PVC PIPE

PRODUCT: 4-IN X 10-FT PVC D2729 SEWER

AND DRAIN PIPE

MANUFACTURER: JM EAGLE OR APPROVED EQUAL

DISTRIBUTOR: HOME DEPOT

ITEM: #202280933

MODEL: #1610

PRODUCT OVERVIEW:

PVC D2729 DRAIN PIPE IS FOR SEWER AND DRAINAGE

APPLICATIONS OUTSIDE THE BUILDING. THIS PIPE IS USED IN

GRAVITY FED WASTE ELIMINATION SYSTEMS, NOT INTENDED FOR

PRESSURE USE. IT IS HIGHLY RESISTANT TO CHEMICALS

COMMONLY FOUND IN SEWAGE AND INDUSTRIAL WASTE. PVC

D2729 DRAIN PIPE IS EASILY INSTALLED, REQUIRING NO SPECIAL

TOOLS FOR CUTTING, AND IS JOINED WITH SOLVENT CEMENT.

SOLID PIPE:

4-IN X 10-FT PVC PIPE

PRODUCT OVERVIEW:

PVC 2729 SEWER PIPE IS FOR SEWER AND STORM DRAINAGE

APPLICATIONS ONLY. IT IS USED IN GRAVITY FED WASTE ELIMINATION

SYSTEMS. PVC 2729 SEWER PIPE IS HIGHLY RESISTANT TO CHEMICALS

COMMONLY FOUND IN SEWAGE AND INDUSTRIAL WASTE AND HAS A

SMOOTH INTERNAL SURFACE FOR MINIMUM FLOW RESISTANCE. IT IS

AVAILABLE AS A SOLID WALL OR PERFORATED WALL PIPE. PERFORATED

PVC 2729 SEWER PIPE IS COMMONLY USED IN LEACH FIELDS AND

FRENCH DRAIN APPLICATIONS.

PRODUCT: 4-IN X 10-FT PVC 2729

PERFORATED PIPE

MANUFACTURER: CHARLOTTE PIPE OR

APPROVED EQUAL

DISTRIBUTOR: HOME DEPOT

ITEM: #202018051

MODEL: #PVC30040P0600HC

PRODUCT: GEOTEXTILE MIRAFI 140N, 3 FEET X 100 FEET,

NON WOVEN FILTRATION AND DRAINAGE,

POLYPROPYLENE PRO FIBER, SOIL SEPARATION

MANUFACTURER: TENCATE OR APPROVED EQUAL

DISTRIBUTOR: AMAZON

ASIN: #B087KVQMZK

MODEL: GTE300

PRODUCT OVERVIEW:

MIRAFI 140N FILTRATION AND DRAINAGE LIGHTWEIGHT NON WOVEN

GEOTEXTILE POLYPROPYLENE PRO FIBER, 3 FEET X 100 FEET ECO FRIENDLY

EROSION PROTECTION WEED BARRIER DRAINAGE PROVIDE HIGH WATER

FLOW WHILE PROVIDING EXCELLENT SOIL RETENTION.

GEOTEXTILE FABRIC: 3-FT X 100-FT

N

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A\ G

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S\ C iv ilD es ig n\ _C lie nt s\ R ob er t P ec ci a

As so ci at es

\F or t C hr on kh ite \C

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\S he et

S et

\IF

C

\F or t C ro nk hi te _D ra in ag e

Pr od uc ts

_P la ns et

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PL

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PVC 90 DEGREE ELBOW: 4" PVC

PRODUCT: 4 IN. PVC DWV SPIGOT X CLEANOUT

WITH PLUG ADAPTER FITTING

MANUFACTURER: NIBCO OR APPROVED EQUAL

DISTRIBUTOR: HOME DEPOT

ITEM: #205840065

MODEL: #C4816HD4

PRODUCT OVERVIEW:

THE NIBCO 4 IN. PVC DWV CLEANOUT ADAPTER FEATURES A

SPIGOT X CLEANOUT CONNECTION WITH A PLUG TO PROVIDE FOR

A MEANS OF CLEARING POTENTIAL CLOGS. POLYVINYL CHLORIDE

(PVC) IS THE MOST FREQUENTLY SPECIFIED OF ALL

THERMOPLASTIC MATERIALS BECAUSE OF ITS LIGHT WEIGHT,

DURABILITY, AND COST-EFFECTIVENESS. PVC DWV IS EASY TO

INSTALL AND IS JOINED BY SOLVENT CEMENTING OR THREADING.

PVC FITTINGS EXHIBIT HIGH CORROSION AND CHEMICAL

RESISTANCE AND WILL NOT RUST, SCALE, PIT OR CORRODE.

CLEANOUT: 4" PVC

PRODUCT OVERVIEW:

PVC FITTINGS ARE FOR DRAIN, WASTE AND VENT PURPOSES. THEY ARE

USED IN GRAVITY-FED WASTE ELIMINATION SYSTEMS AND ARE FOR

NON-PRESSURE SYSTEMS WHERE TEMPERATURES WILL NOT EXCEED

140° F. PVC IS LIGHTWEIGHT AND EASY TO INSTALL. THEY REQUIRE NO

SPECIAL TOOLS FOR CUTTING, AND BE INSTALLED WITH SOLVENT

CEMENTING, THREADING, FLANGING, AND ROLL-GROOVED JOINING.

PRODUCT: CHARLOTTE PIPE 4-IN PVC DWV 90-DEGREE

ELBOW FITTING - HUB

MANUFACTURER: CHARLOTTE PIPE OR APPROVED EQUAL

DISTRIBUTOR: LOWES

ITEM: #23355

MODEL: #PVC 00300 1400

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MITERED DRAIN OUTFALL:

4-IN MITERED DRAIN

NOTE:

MITERED DRAIN GRATES ARE TO BE CONNECTED

TO FRENCH DRAIN OUTFALL LOCATIONS.

PRODUCT: MITERED DRAIN 4 IN. GREEN ANGLED

MITERED DRAINAGE GRATE

MANUFACTURER: MITERED DRAIN OR APPROVED EQUAL

DISTRIBUTOR: AMAZON

PART NUMBER: 4CMD3-GN

PRODUCT OVERVIEW:

MITERED DRAIN IS PERFECT FOR USE IN HARD TO DRAIN AREAS WHERE LACK OF GRADE DIFFERENCE IS A PROBLEM. BECAUSE OF ITS SLOPED GRATE, WATER FLOWS DIRECTLY INTO THE PIPE ELIMINATING THE DROP TYPICAL IN CONVENTIONAL INLETS ALLOWING FOR BETTER DRAINAGE IN FLAT AREAS THAT NEED EXTRA SLOPE TO ACHIEVE PROPER DRAINAGE. MITERED DRAIN ELIMINATES THE STANDING WATER THAT OCCURS IN THE BOTTOM OF TYPICAL DROP INLETS. MITERED DRAIN IS GREAT FOR USE AS BOTH AN INLET AND OUTLET FOR DETENTION PONDS, CULVERTS, DOWNSPOUTS AND NUMEROUS OTHER APPLICATIONS. IT ALSO ALLOWS FOR MAXIMIZATION OF USE OF BIOSWALES FOR ONSITE WATER TREATMENT. THE USEABLE AREA OF THE GRATE OPENING ON MITERED DRAIN EXCEEDS THE CROSS SECTIONAL AREA OF THE PIPE. BECAUSE IT IS MITERED, OR ANGLED, IT USES THE FULL FLOW CAPACITY OF THE PIPE. IN ADDITION, THE UNIQUE DESIGN REDUCES THE CHANCE OF DEBRIS CLOGGING THE GRATE WHILE PREVENTING DEBRIS FROM ENTERING THE PIPE. GRATES CAN BE REMOVED FOR MAINTENANCE.

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SAFETY FENCE:

6' X 100' STANDARD MESH

PRODUCT: SAFETY FENCE - STANDARD, 6 X 100', ORANGE

MANUFACTURER: ULINE OR APPROVED EQUAL

DISTRIBUTOR: ULINE

MODEL NUMBER: S-24123ORG

PRODUCT OVERVIEW:

CONTROL PEDESTRIAN AND VEHICLE TRAFFIC AROUND TEMPORARY HAZARDS.

· RECOMMENDED FOR CONSTRUCTION SITES, PARKING LOTS OR

WAREHOUSES

· EASY TO INSTALL AND REMOVE. ROLLS UP FOR EASY TRANSPORT

· REUSABLE PLASTIC MESH: 1.8 x 1.8"

· POLYETHYLENE/POLYPROPYLENE

· TENSILE STRENGTH: 11 LBS PER INCH

SAFETY FENCE POSTS:

8' HEIGHT X 1 5/8" HEAVY DUTY METAL

STRAW BLANKET (PLANTING):

8' X 112.5' STRAW BLANKET

PRODUCT: SAFETY FENCE POST - HEAVY DUTY, 8'

MANUFACTURER: ULINE OR APPROVED EQUAL

DISTRIBUTOR: ULINE

MODEL NUMBER: H-9310

PRODUCT OVERVIEW:

CONTROL PEDESTRIAN AND VEHICLE TRAFFIC AROUND TEMPORARY HAZARDS.

· RECOMMENDED FOR CONSTRUCTION SITES, PARKING LOTS OR

WAREHOUSES

· STURDY PAINTED STEEL FOR IN-GROUND USE. GROUND ANCHOR PLATE

FOR STABILITY

· HEAVY DUTY TO WITHSTAND STRONG WINDS

· USE WITH 6 FT. STANDARD AND HEAVY DUTY SAFETY FENCES

· INSTALL INTO GROUND WITH POST DRIVER

· WIDTH: 1 5/8"

· POST NEEDS TO BE 2' INTO THE GROUND TO BE STABLE

· POSTS SHOULD BE 8 TO 10' APART WITH SAFETY FENCES FOR MAXIMUM

EFFICIENCY

· FASTENERS, SUCH AS ZIP TIES, MAY BE NEEDED TO SECURE FENCING TO

THE POST

PRODUCT: 8 FT. X 112.5 FT. POLYPROPYLENE SINGLE

NET STRAW EROSION CONTROL BLANKET

MANUFACTURER: MUTUAL INDUSTRIES OR APPROVED EQUAL

DISTRIBUTOR: HOME DEPOT

INTERNET: #204268230

MODEL: #17681-1-1125

PRODUCT OVERVIEW:

MUTUAL INDUSTRIES 8 FT. X 112.5 FT. SINGLE NET STRAW EROSION CONTROL

BLANKETS ARE MADE OF 100% WEED FREE AGRICULTURAL STRAW AND LIGHT

WEIGHT POLYPROPYLENE TOP NETTING WITH PHOTODEGRADABLE STITCHING

ON 2 IN. CENTERS. EXCELLENT EROSION CONTROL FABRIC FOR USE ON

SLOPES UP TO 3:1 AND LOW FLOW CHANNELS. AT 8 FT. X 112.5 FT. EACH

BLANKET PROVIDES 100 SQ. YD OF PROTECTION. BLANKET LIFETIME IS

APPROXIMATELY 12-MONTHS.

NOTE:

STRAW BLANKET TO BE PLACED PRIOR TO PLANTING.