W912PL-16-R-0063_Drawings.pdf

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DRAWING TITLE

GENERAL SHEETS

T-001 TITLE SHEET

T-002

T-004

T-007

CIVIL SHEETS

C-100

C-101

C-102

C-103

C-104

C-105

C-106

C-110

C-111

C-112

C-200

C-201

C-202

C-203

C-204

C-205

C-206

C-207

C-220

C-221

C-222

C-223

C-224

C-225

C-226

C-227

C-230

C-231

C-232

C-300

C-301

C-310

C-311

DRAWING TITLE

INDEX TO CONTRACT DRAWINGS:

T-005

T-006

GENERAL NOTES

SURVEY CONTROL INFORMATION

HAUL ROUTES & STAGING AREA

DEMOLITION PLAN - ASP LOOP ROAD: STA. 55+24.62 TO 48+00

DEMOLITION PLAN - LANGFORD LAKE ROAD: STA. 10+00 TO 16+00

DEMOLITION PLAN - LANGFORD LAKE ROAD: STA. 16+00 TO 23+00

DEMOLITION PLAN - LANGFORD LAKE ROAD: STA. 23+00 TO 26+16

PLAN AND PROFILE - ASP LOOP ROAD: STA. 55+24.62 TO 49+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 42+00 TO 35+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 35+00 TO 28+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 49+00 TO 42+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 28+00 TO 21+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 21+00 TO 14+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 14+00 TO 07+00

PLAN AND PROFILE - ASP LOOP ROAD: STA. 07+00 TO 05+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 65+58 TO 60+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 60+00 TO 53+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 53+00 TO 46+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 46+00 TO 39+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 39+00 TO 32+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 32+00 TO 25+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 25+00 TO 18+00

PLAN AND PROFILE - N. ASP LOOP CHANNEL: STA. 18+00 TO 12+12

C-302

C-330

C-331

C-332

C-333

C-334

C-335

C-350

C-400

C-401

C-402

C-403

C-410

CROSS SECTIONS - ASP LOOP ROAD: STA. 5+00 TO 32+50

PLAN AND PROFILE - LANGFORD LAKE ROAD: STA. 23+00 TO 26+16

PLAN AND PROFILE - LANGFORD LAKE ROAD: STA. 16+00 TO 23+00

PLAN AND PROFILE - LANGFORD LAKE ROAD: STA. 10+00 TO 16+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 48+00 TO 40+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 40+00 TO 32+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 32+00 TO 24+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 24+00 TO 16+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 16+00 TO 08+00

DEMOLITION PLAN - ASP LOOP ROAD: STA. 08+00 TO 05+00

CROSS SECTIONS - ASP LOOP ROAD: STA. 28+00 TO 55+59

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 61+68 TO 64+98

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 15+13 TO 19+63

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 20+13 TO 24+63

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 25+13 TO 26+40

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 33+06 TO 47+06

CROSS SECTIONS - N. ASP LOOP CHANNEL: STA. 48+06 TO 59+06

CROSS SECTIONS - LANGFORD LAKE RD: STA. 10+00 TO 26+16

STRIPING - ASP LOOP RD: STA. 55+59 TO 42+00

STRIPING - ASP LOOP RD: STA. 42+00 TO 28+00

STRIPING - ASP LOOP RD: STA. 28+00 TO 14+00

STRIPING - ASP LOOP RD: STA. 14+00 TO 05+00

STRIPING - LANGFORD LAKE RD: STA. 10+00 TO 26+16

C-500

C-501

ASP LOOP RD INTERSECTION WITH RD X AND RD Y DETAIL

C-502

C-503

C-504

C-505

ASP LOOP RD INTERSECTION WITH FUEL DEPOT DEPOT RD DETAIL

C-506

C-507

C-508

C-509

C-510

C-511

C-512

C-513

LANGFORD LAKE RD TERMINUS AT STA. 10+00 DETAIL

LANGFORD LAKE RD DIP STRUCTURE TIE-IN DETAIL

LANGFORD LAKE RD TERMINUS AT STA. 26+16 DETAIL

CULVERT PLAN AND PROFILE - NORTH ASP LOOP CHANNEL AT RD X

NORTH ASP LOOP CHANNEL TIE-IN TO EXIST. CULVERT AT S. LOOP RD

M-100 SIGNAGE AND PAVEMENT MARKING DETAIL

J .M .P

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C .W

MISC. SHEET

SHEETS LAYOUT

C-514

C-515 DISSIPATING STRUCTURE DETAIL - NORTH ASP LOOP CHANNEL

C-516

ASP LOOP RD INTERSECTION WITH SOUTH LOOP DETAIL

ASP LOOP RD INTERSECTION WITH MATES ROAD DETAIL

ASP LOOP RD INTERSECTION WITH WEIGHT SCALE DRIVEWAYS DETAIL

ASP LOOP RD INTERSECTION WITH LANGFORD LAKE RD DETAIL

NO.

SHEET

NO.

SHEET

TYPICAL SECTIONS - ASP LOOP ROAD

TYPICAL SECTIONS - NORTH ASP LOOP CHANNEL

TYPICAL SECTIONS - LANGFORD LAKE ROAD & INTERSECTING ROADS

NORTH ASP LOOP CHANNEL MATES CONFLUENCE DETAIL

N. ASP LOOP CHANNEL TIE-IN TO EXIST. CULVERT OUTLET MATES RD

MATES SIDE DRAIN OUTLET DETAIL IN NORTH ASP LOOP CHANNEL

NORTH ASP LOOP CHANNEL TIE-IN TO EXIST. CULVERT INLET MATES RD

WATER LINE RELOCATION/PROTECTION DETAILS

C-518 LEVEE INSPECTION TRENCH DETAIL

/0

SCHEDULE OF DRAWINGS

NO.

FILE

DISTRICT

500/031

500/032

500/034

500/035

500/036

500/037

500/038

500/039

500/040

500/041

500/042

500/043

500/044

500/045

500/046

500/047

500/048

500/049

500/050

500/051

500/052

500/053

500/054

500/055

500/056

500/057

500/058

500/059

500/060

500/061

500/062

500/063

500/064

500/065

500/066

500/067

500/068

500/069

NO.

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DISTRICT

500/070

500/071

500/072

500/073

500/074

500/075

500/076

500/077

500/078

500/079

500/080

500/081

500/082

500/083

500/084

500/085

500/086

500/087

500/088

500/089

500/090

500/091

500/092

500/093

500/094

500/095

500/096

500/097

500/098

500/099

500/100

500/101

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EDGELINE

CENTERLINE

STOP LEGEND

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GENERAL NOTES:

GENERAL LEGEND

EXISTING UTILITY POLE

EXISTING LIGHT POLE

EXISTING VALVE WELL

EXISTING UTILITY POLE LINE

EXISTING POWER POLE

METAL BEAM GUARD RAIL

GROUTED STONE

RIPRAP

C CENTERLINE

EX. PAVEMENT REMOVAL

EX. WATER LINE

EX. POWER LINES

EX. UNDERGROUND COMMUNICATION

ABBREVIATIONS

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EX. SIGN

6.

5.

4.

3.

2.

1.

EX. CONCRETE PAVEMENT

NEW CONCRETE PAVEMENT

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GENERAL CONSTRUCTION NOTES:

COMPACTED FILL

AGGREGATE BASE COARSE (ABC)

EX. AC PAVEMENT (SECTIONS)

NEW AC PAVEMENT (SECTIONS)

EXISTING AC PAVEMENT (PLAN)

AC PAVEMENT (PLAN)

not indicated on the drawings.

Bench Marks and Basis of Bearings. The Contractor must contact the Contracting Officer to obtain horizontal and vertical control, when

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER, PRIOR TO ANY DEMOLITION OR EXCAVATION WORK."

THE POTHOLED UTILITIES. THIS INFORMATION, ALONG WITH ANY CONFLICTS WITH PROPOSEDCONSTRUCTION, SHALL

CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF CONSTRUCTION OF

CONSTRUCTION AND PRIOR TO ANY DEMOLITION OR EXCAVATION WORK. THE

OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE PROPOSED

(SEWER, WATER, ELECTRICAL, COMMUNICATIONS, GAS, ETC., WHETHER

"THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING UTILITIES

under this contract and appears throughout the drawings:

Works, and obtain existing utility location data prior to any demolition or excavation. The following potholing note applies to all work disposition of existing utilities. The Contractor shall notify the local underground service alert and the Fort Irwin Department of Public

The location of existing utilities indicated on the drawings may not be accurate. The Contractor shall make his own evaluation as to the utilities.

All utility locations are approximate and shall be verified in the field contractor shall notify utility company of any work in the vicinity of

Dimensions shown to existing structures shall be verified in the field.

Unless otherwise noted, cross sections are shown looking upstream.

ASO Loop Rd, Langford Lake Rd, and the berm.

All stations are on and normal to control line or layout line of the bank protection pertaining to either North Channel, South Channel, EXP. JT.=EXPANSION JOINT

EP=EDGE OF PAVEMENT

EL.=ELEVATION

ECR=END OF CURB RETURN

EA.=EACH

E=EAST

E.V.C=END VERTICAL CURVE

E.C.=END HORIZONTAL CURVE

DIAG.=DIAGNOL

DIA.=DIAMETER

DBL=DOUBLE

D/S=DOWNSTREAM

CSP=CORRUGATED STEEL PIPE

CONT.=CONTINUOUS

CLT.=CLEARANCE

CLF=CHAIN LINK FENCE

CF=CURB FACE

C.M.P.=CORRUGATED METAL PIPE

C.J.=CONSTRUCTION JOINT

BM=BENCH MARK

BCR=BEGIN OF CURB RETURN

B.V.C.=BEGIN VERTICAL CURVE

B.C.=BEGIN HORIZONTAL CURVE

APPROX=APPROXIMATE

ALT=ALTERNATE

AC=ASPHALTIC CONCRETE

ABC=AGGREGATE BASE COURSE

OH=OVERHEAD LINE

NO.=NUMBER

N.=NORTH

MISC.=MESCELLANEOUS

MIN.=MINIMUM

MH=MANHOLE

MFR.=MANUFACTURER

MDD=MAXIMUM DRY DENSITY

MBG.=METAL BEAM GUARD

MAX.=MAXIMUM

MAINT. MAINTENACE

M.H.=MANHOLE

JT.=JOINT

INV.=INVERT

INT.=INTERSECTION

HT.=HEIGHT

HP=HIGH POINT

HORIZ.=HORIZONTAL

G.L.=GRADE LINE

FS=FINISH SURFACE

FL=FLOWLINE

FG=FINISH GRADE

F.L/FL.=FLOW LINE

F.G.=FINISHED GRADE

WWF=WELDED WIRE FABRIC

W=WEST

VPI=VERTICAL POINT OF INTERSECTION

VERT.=VERTICAL

VC=VERTICAL CURVE

U/S=UPSTREAM

TYP.=TYPICAL

TC=TOP OF CURB

TBM=TEMPORARY BENCHMARK

T&B=TOP AND BOTTOM

SYMM.=SYMMETRICAL

SD=SIDE DRAIN

S=SOUTH

S.F.=SQUARE FOOT

REINF.=REINFORCING

R=RADIUS

R.C.P.=REINFORCED CONCRETE PIPE

PP=POWER POLE

POE=POINT OF ENDING

POE=POINT OF ENDING

POB=POINT OF BEGINNING

POB=POINT OF BEGINNING

P.I.=POINT OF INTERSECTION

P.C.C=PORTLAND CEMENT CONCRETE

P.C.=POINT OF CURVATURE

EXISTING CONDUIT, PROTECT IN PLACE

EXISTING CMP CULVERT, REMOVE

EXISTING CULVERT, PROTECT IN PLACE

EXISTING OUTLET STRUCTURE, PROTECT IN PLACE

EXISTING METAL BEAM GUARD RAIL, PROTECT IN PLACE

EXISTING METAL BEAM GUARD RAIL, REMOVE

EXISTING POWER POLE, PROTECT IN PLACE

EXISTING POWERLINE, PROTECT IN PLACE

EXISTING INLET STRUCTURE, PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGNS, PROTECT IN PLACE

EXISTING SIGNS, REMOVE AND REINSTALL

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING SIDE DRAIN RCP OUTLET, PROTECT IN PLACE

EXISTING GROUTED STONE APRON AND BANK, REMOVE

IS AWARDED, OTHERWISE PROTECT IN PLACE

EXISTING CMP CULVERT, REMOVE IF OPTION FOR SOUTH CHANNEL

EXISTING FIRE HYDRANT & BOLLARDS, PROTECT IN PLACE

EXISTING BACKFLOW PREVENTOR & BOLLARDS, PROTECT IN PLACE

EXISTING LIGHT POLE, PROTECT IN PLACE

EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

EXISTING WATER VALVES, PROTECT IN PLACE

EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

EXISTING FENCE, PROTECT IN PLACE

EXISTING MANHOLE, PROTECT IN PLACE

EXISTING GROUTED STONE INLET APRON, PROTECT IN PLACE

Z

SHEET NOTES:

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F .N

J .M .P

C .W

BEDDING SAND

FILTER MATERIAL

PIPE BEDDING

CLASS V RCP CULVERT

SEE TYPICAL SECTION ON SHEET C-300

CONSTRUCT 24" GROUTED STONE BANK PROTECTION AND INVERT.

SEE SHEET C-511 FOR CONFLUENCE DETAIL

SEE SHEET C-510 FOR CHANNEL TIE-IN TO EXISTING OUTLET STRUCTURE

CONSTRUCT EARTHEN BANK AND INVERT. SEE TYPICAL SECTION ON SHEET C-300

SEE SHEET C-510 FOR CHANNEL TIE-IN TO EXISTING INLET STRUCTURE

TOE DOWN. SEE TYPICAL SECTION ON SHEET C-300

CONSTRUCT 18" RIPRAP CHANNEL BANK PROTECTION WITH 3'

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-505

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-504

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-502

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-503

PROTECT WATERLINE PER DETAIL ON SHEET C-516

LOWER WATERLINE PER DETAIL ON SHEET C-516

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-501

CONSTRUCT METAL BEAM GUARDRAIL PER CALTRANS 2015 STANDARD PLAN A77L1

CONSTRUCT PER INTERSECTION DETAIL ON C-500

TYPICAL SECTION

CONSTRUCT 5" AC PAVEMENT ON 9" ABC. SEE SHEET C-300 FOR

CROSS SECTION ON SHEET C-509

INSTALL 3-36" RCP CLASS V CULVERTS, SEE PLAN, PROFILE, AND

CUT EXISTING RCP OUTLET BACK UNTIL 6" FROM FACE OF GROUTED STONE

IS REQUIRED TO TIE-IN TO WORK DONE BY OTHERS

DESIGNED AND CONSTRUCTED BY OTHERS. COORDINATION WITH COR

TANK TRAIL INTERSECTION CONCRETE DIP CROSSING TO BE

CONSTRUCT A CONCRETE PAD PER DETAIL SHOWN ON THIS SHEET

DETAIL SHOWN ON THIS SHEET

CONSTRUCT TIE-IN TO EXISTING AC PER COLDMILL AND FEATHER

STA. 26+16

SEE SHEET C-508 FOR LANGFORD LAKE ROAD TERMINUS DETAIL AT

LOOP ROAD

SEE SHEET C-507 FOR LANGFORD LAKE ROAD INTERSECTION WITH ASP

STA. 10+00

SEE SHEET C-506 FOR LANGFORD LAKE ROAD TERMINUS DETAIL AT

(TYPE A2-8 CURB). SEE TYPICAL SECTION ON SHEET C-302

INSTALL CURB AND GUTTER PER CALTRANS 2015 STANDARD PLAN A87A

SEE SHEET C-513 FOR CHANNEL TIE-IN CONNECTION

CONSTRUCT EARTHEN LEVEE AND BANK. SEE TYP. SECTION ON SHEET C-301

SEE CHANNEL TIE-IN TO EXISTING INLET STRUCTURE ON SHEET C-512

SEE MATES RCP OUTLET STRUCTURE DETAIL ON SHEET C-512

CLEAN AND REMOVE SEDIMENT FROM EXISTING CULVERT

SHEET C-518

LEVEE INSPECTION TRENCH REQUIRED. SEE DETAIL AND NOTES ON

CONSTRUCT DRIVEWAY PER CALTRANS 2015 STANDARD PLAN A87A

SPLICE IN EXISTING MANHOLE AND RECONNECT COMMUNICATION LINE.

ENCASEMENT PER FT. IRWIN NEC REQUIREMENTS.

LOWER COMMUNICATION LINE AND PROVIDE CASING OR

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0250 250 500FT

SCALE: 1"= 250'

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PROJECT CONTROL

1" Disc2397.69 6958513.93 2277822.69FIW 31R

Rebar2464.59 6955043.65 2278093.10FIW 18

2" Disc2420.07 6957458.15 2281987.35FIW 13

2" Disc2506.79 6955387.06 2273992.82FIW 12

BBDP303 1/2" Disc2454.69 6955603.26 2282760.43FIW 01

PIDTYPEELEVEAST NORTHSTATION

SURVEY NOTES:

THIS DRAWING WAS PRODUCED IN

N

US SURVEY FEET

FIW 31R

FIW 12

FIW 18

SURVEY ACCURACY: 1" = 50'7.

FIW 01, PID: BBDP30

PRIMARY PROJECT CONTROL POINT IS;6.

ELEVATIONS ARE NAVD 88. Orthometric, Geoid 12a5.

DATUM IS NAD 83, EPOCH 2010.04.

PROJECTION IS CA ZONE V3.

SURVEY WAS CONDUCTED WITH RTK GPS.2.

TOPOGRAPHY WILL MOST LIKELY CHANGE AFTER THE NEXT SIGNIFICANT RAINFALL.

THE AREA IS SUBJECT TO ACTIVE EROSION AND ACCRETION AND THE

CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY; 29 FEB - 3 MAR, 2016.

TOPOGRAPHY AND FEATURES, IN US SURVEY FEET, INDICATE THE GENERAL1.

E

,9

,0

N. 2,278,000

N. 2,276,000

N. 2,274,000

E

,9

,0

E

,9

,0

E

,9

,0

N. 2,274,000

N. 2,276,000

N. 2,278,000

E

,9

,0

LEGEND

UNDERGROUND COMMUNICATION LINE

ROAD, ASPHAULT

ROAD, CONCRETE

ROAD CENTERLINE

ROAD OUTLINE

FENCE

OVERHEAD POWER LINE

RIP RAP

FLOODWALL TOE

FLOODWALL TOP

CULVERT

BOTTOM OF DITCH OR WASH

HEADWALL

CONCRETE PAD

LANGFORD LAKE ROAD

ASP LOOP ROAD

SOUTH LOOP ACCESS ROAD

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STATIONS DEMOLITION PLAN/PROFILE STRIPING

C-100 C-200 C-400

40+00

TO

48+00

C-101 C-201 C-401

32+00

TO

40+00

C-102 C-202 C-402

C-103 C-203 C-403

16+00

TO

24+00

C-104 C-204 C-404

C-105 C-205 C-405

C-106 C-206 C-406

48+00

TO

55+24.62

24+00

TO

32+00

8+00

TO

16+00

5+00

TO

8+00

STATIONS

49+00

TO

55+24.62

42+00

TO

49+00

35+00

TO

42+00

28+00

TO

35+00

21+00

TO

28+00

14+00

TO

21+00

7+00

TO

14+00

C-207

5+00

TO

7+00

C-407N/A N/A

ASP LOOP ROAD

STATIONS PLAN/PROFILE

C-220

53+00

TO

60+00

C-221

46+00

TO

53+00

C-222

60+00

TO

65+58

C-223

32+00

TO

39+00

C-224

25+00

TO

32+00

C-225

39+00

TO

46+00

C-226

18+00

TO

25+00

ROAD CHANNEL

NORTH ASP LOOP

12+12

TO

18+00

C-227

S H

E E

T S L

A Y

O U

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ROAD X

ROAD Y

ROAD CHANNEL

NORTH ASP LOOP

ROAD

LANGFORD LAKE

ROAD

SOUTH LOOP

ROAD

FUEL DEPOT

DRIVEWAY

WEIGHT SCALE

SHEETS LAYOUT

STATIONS DEMOLITION PLAN/PROFILE STRIPING

C-110 C-230 C-410

23+00

TO

16+00

C-111 C-231 C-411

26+16

TO

23+00

C-112 C-232 C-412

LANGFORD LAKE ROAD

16+00

TO

10+00

ROAD

MATES

F .N

C .W

/0

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F .N

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SEE NOTE 5

TEMPORARY ACCESS ROAD

5.

4.

3.

2.

1.

ROAD MAY BE CLOSED DURING CONSTRUCTION.

EXISTING CONDITION ONCE CONSTRUCTION IS COMPLETE. ASP LOOP

ASP LOOP ROAD CONSTRUCTION. RESTORE GRADE OF CHANNEL TO

EXISTING CHANNEL IN AREA AS SHOWN FOR PROPER ACCESS DURING

ESTABLISH TEMPORARY ACCESS ROAD TO FUEL FACILITY BY GRADING

REFFERT TO MAP ON T-001 FOR ACCESS LOCATION

ACCESS NOT ALLOWED TO ADJACENT FACILITIES

PROTECT HAUL ROUTE VIA OUTER LOOP ROAD AFTER NTP

PROTECT HAUL ROUTE VIA LANGFORD LAKE ROAD AFTER NTP

0'

5'

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25022504

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C-100

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GENERAL DEMO NOTES

B

A

L

B

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F

A

B

C

D

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F

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H

I

EXISTING POWERLINE , PROTECT IN PLACE

K

L

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING INLET STRUCTURE, PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGNS, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

J

N

O EXISTING MANHOLE, PROTECT IN PLACE

Q EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

EXISTING OUTLET STRUCTURE, PROTECT IN PLACE

R

PLAN

HORZ. SCALE: 1"=30'

A

A

C

B

D

H

I

O

H

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EXISTING PAVEMENT REMOVAL

W

EL. 2491.36

CULVER OUTLET

EXISTING

J

J

G

R O

A D Y

R O

A D X

ASP LOOP ROAD

G

D

A C

C E

S S R

O A

D

S O

U T

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O

P

INV. EL. 2515.10

N 2273662.55

E 6955124.16

EXISTING 32" CMP OUTLET

INV. EL. 2514.95

N 2273659.28

E 6955126.93

EXISTING 32" CMP OUTLET

INV. EL. 2513.61

N 2273697.08

E 6955174.39

EXISTING 32" CMP OUTLET

INV. EL. 2513.65

N 2273700.54

E 6955170.82

EXISTING 32" CMP OUTLET

INV. EL.=2501.26

N 2273990.36

E 6955388.323

48" CULVERT INLET

EXISTING

E

INV. EL.=2493.71

N 2274078.04

E 6955490.38

CULVERT OUTLET

EXISTING

EXISTING METAL BEAM GUARD RAIL, REMOVE

G

PROTECT IN PLACE

EL.=2506.79

N 2273992.82

E 6955387.06

2" BRASS DISK

FIW 12

I

F .N

F .N /J .M .P

C .W

D E

M O P

L A

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P L

O O

P R

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A .6

T

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EL. 2513.80

N 2273768.4910

E 6955114.5170

CMP OUTLET INVERT

EXISTING

EL.=2514.31

N 2273729.72

E 6955068.14

CMP INLET INVERT

EXISTING

EXISTING SIGNS, REMOVE AND REINSTALL

EXISTING METAL BEAM GUARD RAIL, PROTECT IN PLACE

EXISTING CULVERT, PROTECT IN PLACE

EXISTING CMP CULVERT, REMOVE

AWARDED, OTHERWISE PROTECT IN PLACE

EXISTING CMP CULVERT, REMOVE, IF OPTION FOR SOUTH CHANNEL IS

X EXISTING GROUTED STONE APRON AND BANK, REMOVE

EXISTING GROUTED STONE INLET APRON, PROTECT IN PLACE

EXISTING WATER VALVES, PROTECT IN PLACE

4.

3.

2.

1.

X

POWER POLE

POWER POLE

SOUTH ASP LOOP CHANNEL

EXISTING EARTHEN

NORTH ASP LOOP CHANNEL

EXISTING EARTHEN FLOW

NTS

Q B

E G

IN

D

E M

O L

IT

IO

N S

T A

.6

FLOW

EXISTING COMMUNICATION LINE, PROTECT IN PLACEZ

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z 5 /0

DEMOLITION DETAIL

EXISTING PAVEMENT

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

EXCAVATION

REQUIRED

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C-101

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

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SCALE: 1''= 30'

F

H

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EXISTING PAVEMENT REMOVAL

ASP LOOP ROAD

G

D

F

G

H

I

EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

EXISTING METAL BEAM GUARD RAIL, REMOVE

FLOW

F .N

F .N /J .M .P

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D E

M O P

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P L

O O

P R

D

S T

A

T

O

S

T A

NORTH ASP LOOP CHANNEL

EXISTING EARTHEN

SOUTH ASP LOOP CHANNEL

EXISTING EARTHEN FLOW

POWER POLE

POWER POLE POWER POLE

POWER POLE

EXISTING METAL BEAM GUARD RAIL, PROTECT IN PLACE

Z

Z

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

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U .S

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24642466

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6" ABC

CONDUIT

EXISTING EXPOSED

C-102

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

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S E

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M A

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0 30 30 60FT

SCALE: 1''= 30'

P

F

H

D

O

O

H

D

M

P

R

PLAN

HORZ. SCALE: 1"=30'

G G

G G

Y

EXISTING PAVEMENT REMOVAL

ASP LOOP RD

D

D

D

F

G

H

EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

M EXISTING CONDUIT, PROTECT IN PLACE

R

Y

EXISTING METAL BEAM GUARD RAIL, REMOVE

FLOW

D E

M O P

L A

N

A S

P L

O O

P R

D

S T

A

T

O

S

T A

F .N

F .N /J .M .P

C .W

NORTH ASP LOOP CHANNEL

EXISTING EARTHEN

SOUTH ASP LOOP CHANNEL

EXISTING EARTHEN

FLOW

POWER POLE POWER POLE

POWER POLE POWER POLE

FOR REMEVOL

APPROX. END OF MBG

INV. EL.=2457.59

N 2274875.47

E 6956411.44

26" RCP SIDE DRAIN OUTLET

EXISTING SIDE DRAIN RCP OUTLET, PROTECT IN PLACE

EXISTING WATER VALVE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

Z

Z

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

IC

IT

A T

IO

N N

O

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S

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

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IN

E E

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L O

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P /L

A N

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24462448

2" AC

6" ABC

C-103

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-103.dgn

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A L

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E

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H T C -1

M A

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IN

E S

T A

S E

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H T C -1

M A

T C

H L

IN

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T A

0 30 30 60FT

SCALE: 1''= 30'

P

F

O

O D

F

G

S

T

T

PLAN

HORZ. SCALE: 1"=30'

O

OD

C

EX. CONC. RD

G G GG

ASP LOOP RD

DRIVEWAY

WEIGHT SCALE

A

A

C

D

F

G

EXISTING POWERLINE , PROTECT IN PLACE

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGNS, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

T EXISTING LIGHT POLE, PROTECT IN PLACE

DO NOT DAMAGE CONC. RD

PAVEMENT DRIVEWAY.

OF AC PAVEMENTAND CONC.

SAWCUT AT JOINT BETWEEN EDGE

FLOW

D E

M O P

L A

N

A S

P L

O O

P R

D

S T

A

T

O

S

T A

F .N

F .N /J .M .P

C .W

POWER POLE POWER POLE POWER POLE POWER POLE

ROAD SECTION

EXIST. DAMAGED

NORTH ASP LOOP CHANNEL

EXISTING EARTHEN

FLOW

SOUTH ASP LOOP CHANNEL

EXISTING EARTHEN

F

LO

W

EXISTING PAVEMENT REMOVAL

Z

Z

Z

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

S EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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F E

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IN

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A N

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C 2412

2418242

24262426

2" AC

6" ABC

25'

APPROX.

C-104

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-104.dgn

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H T C -1

M A

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H L

IN

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T A

S E

E S

H T C -1

M A

T C

H L

IN

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T A

0 30 30 60FT

SCALE: 1''= 30'

D

S

T

D

D

D

P

U

F

P

V

PLAN

HORZ. SCALE: 1"=30'

F

A

A

A O

RS

C

R

R

F

B

J

G

F

G

P

ROAD

DEPOT

FUEL

D R

IV

EW

AY

W

EI

G H T

SC

ALE

CONC. RD

EXISTING

D

E

Q

Q

G

EXISTING PAVEMENT REMOVAL

INV. EL 2416.01

N 2275903.36

E 6957625.01

EXISTING PIPE

EL. 2425.39

N 2275891.90

E 6957643.62

EL. 2424.2219

N 2275928.36

E 6957686.16

N 2275995.39

E 6957880.23

POWER POLE

INV. EL. 2414.21

N 2275950.20

E 6957678.27

EXISTING PIPE

A

B

C

D

E

F

G

EXISTING POWERLINE , PROTECT IN PLACE

K

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING INLET STRUCTURE, PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGNS, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

J

O EXISTING MANHOLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

Q EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

EXISTING OUTLET STRUCTURE, PROTECT IN PLACE

R

S EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

T

U EXISTING BACKFLOW PREVENTOR & BOLLARDS, PROTECT IN PLACE

V EXISTING FIRE HYDRANT & BOLLARDS, PROTECT IN PLACE

EXISTING LIGHT POLE, PROTECT IN PLACE

D

DAMAGE CONC. RD

PAVEMENT DRIVEWAY. DO NOT

OF AC PAVEMENTAND CONC.

SAWCUT AT JOINT BETWEEN EDGE

FLOW

F .N

F .N /J .M .P

C .W

ASP LOOP ROAD

D E

M O P

L A

N

A S

P L

O O

P R

D

T A

T

O

S

T A

POWER POLE

POWER POLE

NORTH ASP LOOP CHANNEL

EXISTING EARTHEN

FLO

W

K

EXISTING SIGNS, REMOVE AND REINSTALL

EXISTING CULVERT, PROTECT IN PLACE

EXISTING WATER VALVES, PROTECT IN PLACE

EL.

N 2276032.70

E 6957898.35

EL.

N 2276057.19

E 6957927.19

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z

Z

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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S A

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E L E

S D

IS

T R

IC

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C A

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P /L

A N

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C

24022404

2" AC

6" ABC

C-105

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-105.dgn

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IC

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E N

U M

B E

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A N

S I

D

O

P T

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N A

L V

A L

U E

SCALE: 1''= 30'

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

O

PROTECT IN PLACE

BOLLARDS

PLAN

HORZ. SCALE: 1"=30'

ASP LOOP ROAD

D EXISTING WATERLINE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

D

F .N

F .N /J .M .P

C .W

D E

M O P

L A

N

A S

P L

O O

P R

D

S T

A

T

O

S

T A

EXISTING PAVEMENT REMOVAL

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

Z

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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2" AC

6" ABC

C-106

GENERAL DEMO NOTES

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

GENERAL DEMO NOTES

4.

3.

2.

1.

TO BE VERIFIED BY CONTRACTOR

EXISTING PAVEMENT DEMOLITION DETAIL. EXISTING DIMENSIONS NEED

COMPETENT BY USACE GEOLOGIST/GEOTECHNICAL ENGINEER. SEE

ROAD SURFACE CAN BE LEFT IN PLACE IF DETERMINED TO BE

TO 28" SUBGRADE. SUBGRADE SOILS BELOW 24" BENEATH EXISTING

CONTRACTOR TO DEMOLISH AND REMOVE 2" AC PAVING, 6" ABC, AND UP

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-106.dgn

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SCALE: 1''= 30'

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

O

PLAN

HORZ. SCALE: 1"=30'

C

T

S

A

ASP LOOP ROAD

S

DO NOT DAMAGE CONC. RD

PAVEMENTAND CONC. PAVEMENT

SAWCUT AT JOINT BETWEEN EDGE OF AC

A

B

D

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING WATERLINE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

S EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

D

D

F .N

F .N /J .M .P

C .W

D E

M O P

L A

N

A S

P L

O O

P R

D

S T

A

T

O

S

T A

EXISTING SIGNS, REMOVE AND REINSTALL

EXISTING PAVEMENT REMOVAL

L A

N G

F O

R D L

A K

E R

O A

D

E N

D D

E M

O L

IT

IO

N S

T A

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

T

D

Z

Z

CONCRETE PAVEMENT DIP CROSSING

CONCRETE PAVEMENT DIP CROSSING

C EXISTING SIGNS, PROTECT IN PLACE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING LIGHT POLE, PROTECT IN PLACE

/0

SHEET NOTES LEGEND:

REMOVE 2'

ADDITIONAL

EXCAVATION

AS DIRECTED

L

IC

IT

A T

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N N

O

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

L O

S A

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S D

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C

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CROSSING PROTECT IN PLACE

EXIST. CONC. PAVEMENT DIP

6" ABC

2" AC

33'

30"

REMOVE

C-110

B:\FY16 Projects\Design A\3. Roads\LANGFORD RD\Sheets\1_Civil\C-110.dgn

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0 30 30 60FT

SCALE: 1''= 30'

A

C

C

C

S

O

C

T G F

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

LANGFORD LAKE ROAD

N

A S

P L

O O

P R

O A

D

DIP STRUCTURE AND ROAD

EDGE OF EXISTING CONC.

SAWCUT AT JOINT BETWEEN

DIP STRUCTURE AND ROAD

EDGE OF EXISTING CONC.

SAWCUT AT JOINT BETWEEN

A

A

B

C

D

F

G

EXISTING POWERLINE , PROTECT IN PLACE

BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGNS, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

Q EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

R EXISTING HANDHOLE, PROTECT IN PLACE

S EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

T EXISTING LIGHT POLE, PROTECT IN PLACE

EXISTING SIGNS, REMOVE

LANGFORD LAKE ROAD

D

D

S T

A

T

O

S

T A

L A

N G

F O

R D L

A K

E R

D

D E

M O P

L A

N

F .N

F .N /J .M .P

C .W

D

D

EXISTING PAVEMENT REMOVAL

GENERAL DEMO NOTES

4.

3.

2.

1.

S

SEE SHEET C-106

ASP LOOP ROAD

NTS

B E

G

IN

D

E M

O L

IT

IO

N

S T

A

.6

E N

D D

E M

O L

IT

IO

N

B E

G

IN

D

E M

O L

IT

IO

N S

T A

.2

D Z

Z

Z

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

/0

DEMOLITION DETAIL

EXISTING PAVEMENT

SUBGRADE

COMPACTED FILLVARIES

VARIES

PAVEMENT DEMOLITION DETAIL.

CONTRACTOR TO DEMOLISH AND REMOVE AS SHOWN IN EXISTING

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

S T

A

SHEET NOTES LEGEND:

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

C H

A D I

W A

H B

Y

A S

P /L

A N

G F

O R

D L

A K

E R

O A

D R

E P

A

IR

A N

D D

R A

IN

A G

E

F O

R T I

R W

IN

N

T C

S A

N B

E R

N A

R D

IN

O C

O U

N T

Y

C A

L

IF

O R

N

IA

J U

L Y

W P

L -1

-R -0

C

C

6" ABC

2" AC

30"

REMOVE

C-111

GENERAL DEMO NOTES

4.

3.

2.

1.

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

SUBGRADE

COMPACTED FILLVARIES

VARIES

PAVEMENT DEMOLITION DETAIL.

CONTRACTOR TO DEMOLISH AND REMOVE AS SHOWN IN EXISTING

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\LANGFORD RD\Sheets\1_Civil\C-111.dgn

O

P T

IO

N

D

IS

T R

IC

T F

IL

E N

U M

B E

R

A N

S I

D

O

P T

IO

N A

L V

A L

U E

SCALE: 1''= 30'

PLAN

HORZ. SCALE: 1"=30'

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

G G G

G

P

O

LANGFORD LAKE ROAD

F

FF

N

D

F

G

EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

D D

S T

A

T

O

S

T A

L A

N G

F O

R D L

A K

E R

D

D E

M O P

L A

N

F .N

F .N /J .M .P

C .W

EXISTING PAVEMENT REMOVAL

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

Z

/0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

C H

A D I

W A

H B

Y

A S

P /L

A N

G F

O R

D L

A K

E R

O A

D R

E P

A

IR

A N

D D

R A

IN

A G

E

F O

R T I

R W

IN

N

T C

S A

N B

E R

N A

R D

IN

O C

O U

N T

Y

C A

L

IF

O R

N

IA

J U

L Y

W P

L -1

-R -0

6" ABC

2" AC

30"

REMOVE

C-112

GENERAL DEMO NOTES

4.

3.

2.

1.

NTS

DEMOLITION DETAIL

EXISTING PAVEMENT

SUBGRADE

COMPACTED FILLVARIES

VARIES

PAVEMENT DEMOLITION DETAIL.

CONTRACTOR TO DEMOLISH AND REMOVE AS SHOWN IN EXISTING

NOTED OTHERWISE.

PROTECT IN PLACE EXISTING SITE FEATURES AND UTILITIES UNLESS

ANY DEMOLITION OR EXCAVATION WORK.

BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER PRIOR TO

ALONG WITH ANY CONFLICTS WITH PROPOSED CONSTRUCTION, SHALL

CONSTRUCTION OF THE POTHHOLE UTILITIES. THIS INFORMATION,

HORIZONTAL AND VERTICAL LOCATION, SIZE, AND MATERIAL OF

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE

PROPOSED CONSTRUCTION AND PRIOR TO THE DEMOLITION OR

WHETHER OR NOT INDICATED ON THE PLANS) IN THE VICINITY OF THE

UTILITIES (SEWER, WATER, ELECTRICAL, COMMUNICATION, GAS, ETC.

THE CONTRACTOR SHALL LOCATE AND POTHOLE ALL EXISTING

VERIFIED BY THE CONTRACTOR.

LOCATION, SIZE, AND MATERIAL OF UTILITY LINES SHALL BE FIELD

UTILITY INFORMATION SHOWN IS FOR INFORMATION ONLY. EXACT

B:\FY16 Projects\Design A\3. Roads\LANGFORD RD\Sheets\1_Civil\C-112.dgn

O

P T

IO

N

D

IS

T R

IC

T F

IL

E N

U M

B E

R

A N

S I

D

O

P T

IO

N A

L V

A L

U E

0 30 30 60FT

SCALE: 1''= 30'

A

F G G

P

S S

S E

E S

H T C -1

M A

T C

H L

IN

E S

T A

D

G

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

S EXISTING STRUCTURE/FEATURE, PROTECT IN PLACE

P

E X

IS

T

IN

G D

IR

T T

A N

K T

R A

IL

SEE NOTE 4

D

D E

M O P

L A

N

L A

N G

F O

R D L

A K

E R

A

T

O

S

T A

F .N

F .N /J .M .P

D

E N

D D

E M

O L

IT

IO

N

LANGFORD LAKE ROAD

A BEGIN DEMOLITION, SAWCUT PAVEMENT

EXISTING PAVEMENT REMOVAL

Z

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

C .W

/0

S T

A

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

C H

A D I

W A

H B

Y

A S

P /L

A N

G F

O R

D L

A K

E R

O A

D R

E P

A

IR

A N

D D

R A

IN

A G

E

F O

R T I

R W

IN

N

T C

S A

N B

E R

N A

R D

IN

O C

O U

N T

Y

C A

L

IF

O R

N

IA

J U

L Y

W P

L -1

-R -0

49+0050+0051+0052+0053+0054+0055+0056+00

E L E

V A

T

IO

N

E L E

V A

T

IO

N

STATION

P V I

E L .7

P V

C

.0

E le v

.0

P V I

E L .1

P V

T

.0

E le v

.7

P V

C

.1

E le v

.5

P V I

E L .8

P V

T

.1

E le v

.6

E L .2

S= 0.031

174.41'

S= 0.031

103.78'

S= 0.026

31.05'

S= 0.036

15.53'

L 200.00'

G1 0.031

G2 0.026

L 100.00'

G1 0.026

G2 0.036

P V I .6

X=6955388.3290

Y=2273990.3600

Z=2501.2640

25022504

C

3'

3'

3'

FLOWSOUTH ASP LOOP CHANNEL

C-200

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-200.dgn

O

P T

IO

N

D

IS

T R

IC

T F

IL

E N

U M

B E

R

A N

S I

D

O

P T

IO

N A

L V

A L

U E

0 10 10 20FT

SCALE: 1''= 10'

0 30 30 60FT

SCALE: 1''= 30'

PROFILE

VERT. SCALE: 1"=10'

HORZ. SCALE: 1"=30'

S E

E S

H T C -2

M A

T C

H L

IN

E S

T A

PLAN

HORZ. SCALE: 1"=30'

CONSTRUCTION NOTES

D

B

B

C

F

N

K

E

J

K

O

I

C

D

E

F

I

EXISTING POWERLINE , PROTECT IN PLACE

K

EXISTING INLET STRUCTURE, PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING SIGN, PROTECT IN PLACE

J

N EXISTING GROUTED STONE, PROTECT IN PLACE

Q EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

EXISTING OUTLET STRUCTURE, PROTECT IN PLACE

SHEET NOTES

G GF

G EXISTING POWER POLE, PROTECT IN PLACE

CONSTRUCTION LEGEND:

R O

A D Y

J

AC PAVEMENT

METAL BEAM GUARD RAIL

R O

A D X

Q

ROAD CL

C O

N S

T R

U C

T

IO

N

B E

G

IN

A

S P L

O O

P R

O A

D S

T A

.6

I

I

GRADE

EXISTING

P L

A N A

N D P

R O

F

IL

E

A S

P L

O O

P R

D

S T

A .6

T

O

S

T A

F .N

F .N /J .M .P

C .W

ASP LOOP ROAD2

EL. 2501.39

B EXISTING SIGN, REMOVE AND REINSTALL

FLOW

EXIST. PAVEMENT

EXISTING CULVERT, PROTECT IN PLACE

NORTH ASP LOOP CHANNEL

EXISTING METAL BEAM GUARD RAIL, PROTECT IN PLACE

B

ROAD COSTRUCTION

BEGIN ASP LOOP

CUTLINE

R O

A D

S O

U T

H L

O

DD

Z

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

D

D

E X

IS

T

A C W

A T

E R L

IN

E

A P

P R

O X I

N V E

L .0

A P

P R

O X S

T A .4

/0

B

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-501

PLAN A77L1

CONSTRUCT METAL BEAM GUARDRAIL PER CALTRANS 2015 STANDARD

CONSTRUCT PER INTERSECTION DETAIL ON SHEET C-500

TYPICAL SECTION

CONSTRUCT 5" AC PAVEMENT ON 9" ABC. SEE SHEET C-300 FOR

SECTION ON SHEET C-509

INSTALL 3-36" RCP CLASS V CULVERT. SEE PLAN, PROFILE, AND CROSS

EL. 2520.23

N 2273677.36

E 6955088.72

STA 55+24.62

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

C H

A D I

W A

H B

Y

A S

P /L

A N

G F

O R

D L

A K

E R

O A

D R

E P

A

IR

A N

D D

R A

IN

A G

E

F O

R T I

R W

IN

N

T C

S A

N B

E R

N A

R D

IN

O C

O U

N T

Y

C A

L

IF

O R

N

IA

J U

L Y

W P

L -1

-R -0

C

42+0043+0044+0045+0046+0047+0048+0049+00

E L E

V A

T

IO

N

E L E

V A

T

IO

N

STATION

P V

T

.3

E le v

.8

S= 0.031

242.77'

L 2000.00'

G1 0.025

G2 0.031

FLOWSOUTH ASP LOOP CHANNEL

C-201

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-201.dgn

O

P T

IO

N

D

IS

T R

IC

T F

IL

E N

U M

B E

R

A N

S I

D

O

P T

IO

N A

L V

A L

U E

SCALE: 1''= 10'

0 30 30 60FT

SCALE: 1''= 30'

PROFILE

VERT. SCALE: 1"=10'

HORZ. SCALE: 1"=30'

PLAN

HORZ. SCALE: 1"=30'

S E

E S

H T C -2

M A

T C

H L

IN

E S

T A

S E

E S

H T C -2

M A

T C

H L

IN

E S

T A

CONSTRUCTION NOTES

D

O

D

D

F

G

EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

Q EXISTING CONCRETE CHANNEL, PROTECT IN PLACE

GF

G G F

SHEET NOTES

Q

CONSTRUCTION LEGEND:

AC PAVEMENT

ROAD CL

METAL BEAM GUARD RAIL

I

Q

I

P L

A N A

N D P

R O

F

IL

E

A S

P L

O O

P R

D

S T

A

T

O

S

T A

F .N

F .N /J .M .P

C .W

N

ASP LOOP ROAD

EL. 2501.39EL. 2501.39

EL. 2480.01

EXISTING METAL BEAM GUARD RAIL, PROTECT IN PLACE

NORTH ASP LOOP CHANNEL FLOW

MATES CONFLUENCE

F L

O W

2 2

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

Z

/0

PLAN A77L1

CONSTRUCT METAL BEAM GUARDRAIL PER CALTRANS 2015 STANDARD

TYPICAL SECTION

CONSTRUCT 5" AC PAVEMENT ON 9" ABC. SEE SHEET C-300 OR FOR

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

C H

A D I

W A

H B

Y

A S

P /L

A N

G F

O R

D L

A K

E R

O A

D R

E P

A

IR

A N

D D

R A

IN

A G

E

F O

R T I

R W

IN

N

T C

S A

N B

E R

N A

R D

IN

O C

O U

N T

Y

C A

L

IF

O R

N

IA

J U

L Y

W P

L -1

-R -0

G2 0.031

G1 0.025

L 2000.00'

35+0036+0037+0038+0039+0040+0041+0042+00

E L E

V A

T

IO

N

E L E

V A

T

IO

N

STATION

P V I

E L .9

24642466

C C

C

C

SOUTH ASP LOOP CHANNEL FLOW

C-202

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-202.dgn

O

P T

IO

N

D

IS

T R

IC

T F

IL

E N

U M

B E

R

A N

S I

D

O

P T

IO

N A

L V

A L

U E

SCALE: 1''= 10'

0 30 30 60FT

SCALE: 1''= 30'

PROFILE

VERT. SCALE: 1"=10'

HORZ. SCALE: 1"=30'

PLAN

HORZ. SCALE: 1"=30'

S E

E S

H T C -2

M A

T C

H L

IN

E S

T A

S E

E S

H T C -2

M A

T C

H L

IN

E S

T A

P

O

F G

D

G

O

G

O

G P

F

D

P

D

F

G

EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

O EXISTING MANHOLE, PROTECT IN PLACE

P EXISTING FENCE, PROTECT IN PLACE

M EXISTING CONDUIT, PROTECT IN PLACE

M

CONSTRUCTION NOTES

SHEET NOTES

EXISTING ROAD

CONSTRUCTION LEGEND:

AC PAVEMENT

ROAD CL

METAL BEAM GUARD RAIL

P L

A N A

N D P

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IL

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A S

P L

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A

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F .N /J .M .P

EL. 2459.94

EL. 2480.01

FLOWNORTH ASP LOOP CHANNEL

ASP LOOP ROAD

Z

Z

Z EXISTING COMMUNICATION LINE, PROTECT IN PLACE

EXISTING WATER LINE

EXISTING POWER LINES

EXISTING UNDERGROUND COMMUNICATION

POWERPOLE

LIGHT POLE

C .W

/0

PLAN A77L1

CONSTRUCT METAL BEAM GUARDRAIL PER CALTRANS 2015 STANDARD

TYPICAL SECTION

CONSTRUCT 5" AC PAVEMENT ON 9" ABC. SEE SHEET C-300 FOR FOR

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IT

A T

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SHEET ID

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U .S

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E L E

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STATION

G2 0.031

G1 0.025

L 2000.00'

2448 24462452 2454 C

W W W

C24

SOUTH ASP LOOP CHANNEL FLOW

C-203

B:\FY16 Projects\Design A\3. Roads\ASP LOOP RD\Sheets\1_Civil\C-203.dgn

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0 30 30 60FT

SCALE: 1''= 30'

PLAN

HORZ. SCALE: 1"=30'

PROFILE

VERT. SCALE: 1"=10'

HORZ. SCALE: 1"=30'

S E

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H T C -2

M A

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FG

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EXISTING POWERLINE , PROTECT IN PLACE

EXISTING WATERLINE, PROTECT IN PLACE

EXISTING POWER POLE, PROTECT IN PLACE

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