c.ATT 3 - ECIFF 3.0 Drawings.pdf

H:\!2018\ID-1340-1808 Emigrant Creek\Project Data\02 CAD\2.03 Sheet Files\ID-1340 CI002.dwg - CI002 GENERAL NOTES - 3/13/2019 05:41pm, josh.black

R E

V I S

I O

N S

R E

V D

A T

E

D R

A W

I N

G

I N

F O

D A

T E

D E

S I G

N E

D

D R

A W

N

S

E

G

N

E R

A L

N

O T

S

H E

E T

W A

R N

I N

G

I F

T

B

A

D

O E

S

N

O T

M E

A S

U R

E

T

H E

N

D R

A W

I N

G

N

S

C A

L E w w w h o r r o c k s c o m

PAGE

P R

O J E

C T

C H

E C

K E

D

W e s t

G r o v e

P k w y

S u i t e

P l e a s a n t

G r o v e

U

T

FO

R

CO

NS

TR

UC

TI

ON

PR

OJ

H:\!2018\ID-1340-1808 Emigrant Creek\Project Data\02 CAD\2.03 Sheet Files\ID-1340 CI002.dwg - CI002 GENERAL NOTES - 3/13/2019 05:41pm, josh.black

R E

V I S

I O

N S

R E

V D

A T

E

D R

A W

I N

G

I N

F O

D A

T E

D E

S I G

N E

D

D R

A W

N

S

N

E R

A L

N

O T

E

E T

W A

R N

I N

G

E

S

N

O T

M E

A S

U R

E

T

H E

N

D R

A W

I N

G

S

C A

L E w w w h o r r o c k s c o m

PAGE

P R

O J E

C T

C H

E C

K E

D

W e s t

G r o v e

P k w y

S u i t e

P l e a s a n t

G r o v e

U

T

FO

R

CO

NS

TR

UC

TI

ON

1. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD

DRAWINGS AND SPECIFICATIONS OF THE GOVERNING

JURISDICTIONAL ENTITY(IES) FOR THIS PROJECT, UNLESS

OTHERWISE NOTED. SEE STANDARDS SECTION ON THIS SHEET

FOR MORE INFORMATION.

2. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF

THE APPROVED AND STAMPED CONSTRUCTION PLANS ON WHICH

IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED

UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE

CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE

OWNER.

3. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH

ABOVE AND BELOW GROUND, AS REQUIRED FOR THE

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL

INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF

CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS,

BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS

OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH

MATERIAL UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS.

ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL

BE DISPOSED OF OFF SITE.

4. CONTRACTOR IS REQUIRED TO CALL LOCAL UNDERGROUND

UTILITY LOCATING SERVICES IN A SUFFICIENT AMOUNT OF TIME

SO AS TO PROPERLY DETERMINE THE LOCATION OF ALL

UNDERGROUND UTILITIES AND TO AVOID DELAYS TO THE

CONSTRUCTION SCHEDULE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING

WITH ALL RECOMMENDATIONS WITHIN THE PROJECT

GEOTECHNICAL REPORT. OBTAINING SAID REPORT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR AFTER AWARD. ANY

CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND

THE GEOTECHNICAL REPORT SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S ATTENTION IMMEDIATELY.

6. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

WORK AND BETWEEN TRADES. SUB-CONTRACTORS ARE ALSO

RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND

DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY

DISCREPANCIES ARE FOUND, THE GENERAL CONTRACTOR IS TO

NOTIFY CONTRACTING OFFICER IMMEDIATELY BEFORE

COMMENCEMENT OF WORK. NO EXTRA COSTS TO THE PROJECT

WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR

AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS

AND COORDINATE WITH OTHER TRADES.

GENERAL NOTES

1. HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND

SIZED DRAINAGE FACILITY SHOWN ON THIS PLAN TO CONTAIN

THE RUNOFF AS REQUIRED BY THE JURISDICTIONAL ENTITY.

SEE PROJECT SPECIFICATIONS AND DESIGN NARRATIVE FOR

MORE INFORMATION.

2. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND

MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION

AND WHEN RE-GRADING OR MAKING MODIFICATIONS TO

DRAINAGE FACILITIES THAT AFFECTS THE PROPERTY.

3. SITE GEOTECHNICAL DESIGN SHALL BE PERFORMED BY THE

CONTRACTOR OR THE CONTRACTOR'S GEOTECHNICAL

ENGINEER PER THE REQUIREMENTS OF PARAGRAPH 4 OF

SECTION 01 10 10 OF THE RFP. ALL MENTION IN THESE NOTES

OF THE GEOTECHNICAL ENGINEER OR THE GEOTECHNICAL

REPORT REFER TO WORK PERFORMED BY THE CONTRACTOR

AFTER AWARD.

4. ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE

APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO

DELIVERY TO THE SITE.

5. THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE

CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND

OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR.

ALL GRADING OPERATIONS INCLUDING BUT NOT LIMITED TO

SITE PREPARATION, SCARIFICATION, EXCAVATION,

OVER-EXCAVATION, PLACEMENT, OF FILLS, AND COMPACTION

OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN

CONFORMANCE WITH THE GEOTECHNICAL REPORT .

6. IT IS THE CONTRACTOR'S RESPONSIBILITY RESOLVE ANY

CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING

AND DRAINAGE PLANS AND THE REQUIREMENTS OF THE

GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD

OBSERVATIONS.

7. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE

FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE

DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL.

8. ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN

THE BUILDING AREA SHOULD BE OBSERVED BY THE

GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS

AND DETERMINE ADEQUACY OF SITE PREPARATION,

SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH

COMPACTION REQUIREMENTS.

9. THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS &

EQUIPMENT TO CONTROL DUST AND AIR POLLUTION CAUSED

BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL

ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO

MAINTAIN THE WORK SITE, ACCESS ROADWAYS, AND

ADJACENT PROPERTIES IN A CLEAN CONDITION.

10. ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE

WITH THE CURRENT REQUIREMENTS OF THE JURISDICTIONAL

ENTITY, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL

REPORT.

11. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL

GRADING REPORT TO CONFIRM WORK HAS BEEN PERFORMED

IN CONFORMANCE WITH THEIR RECOMMENDATIONS.

12. PRIOR TO CONSTRUCTION, AN EROSION AND SEDIMENT

CONTROL PLAN WILL BE SUBMITTED TO THE PUBLIC WORKS

DIRECTOR FOR APPROVAL.

GRADING & DRAINAGE NOTES

CENTURYLINK

ENGINEERING DEPT

800-526-3557

TELEPHONE/DATA

OREGON TRAIL ELECTRIC CO-OP

567 W PIERCE STREET

BURNS, OR 97720

541-575-5412

JOHN STEARNS

POWER

CITY OF HINES, OR

101 E. BARNES AVENUE

ADDRESS LINE 2

541-413-1355

JERRY LEWELLEN

WATER & SEWER

UTILITY CONTACTSUTILITY NOTES

WATER

1. CONNECTION AND ROUTING OF ALL WATER LINES SHALL BE

COORDINATED BY THE CONTRACTOR BASED ON FINAL BLDG

DESIGN. ANY UNUSED WATER LINES SHALL BE COMPLETELY

REMOVED.

2. WATER METER SETTER BOXES MAY BE RE-USED OR SALVAGED.

3. WATER VALVES MAY BE RE-USED AS APPROVED BY THE

JURISDICTIONAL ENTITY.

4. FIRE HYDRANTS MAY BE RE-USED AS APPROVED BY THE

JURISDICTIONAL ENTITY.

5. RAISE ALL UTILITIES, SUCH AS MANHOLES, METER SETTERS,

FIRE HYDRANTS, WATER VALVE LIDS, ETC. TO PROJECT

FINISHED GRADE AS MAY BE APPLICABLE.

6. ALL BACKFLOW ASSEMBLY INSTALLATION AND TESTING SHALL

COMPLY WITH THE BACKFLOW REQUIREMENTS OF THE

JURISDICTIONAL ENTITY.

7. 12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL

WATER LINES FOR LOCATION PURPOSES. THE WIRE SHALL BE

BROUGHT UP AT EACH VALVE BOX AND HYDRANT.

8. ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE

SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO

GOVERNING REGULATIONS.

IRRIGATION

1. IRRIGATION DESIGN IS THE RESPONSIBILITY OF THE

CONTRACTOR. THE IRRIGATION SYSTEM SHALL BE DESIGNED

TO SERVICE ALL NEW AND RESTORED LANDSCAPE AREAS

SHOWN ON PLAN.

2. ALL IRRIGATION PIPE SHALL BE INSTALLED AND AIR TESTED IN

THE SAME MANNER AS THE CULINARY WATER SYSTEM PER

THE JURISDICTIONAL ENTITY.

3. METER SETTERS MUST BE INSTALLED WITHIN METER BOX

CLEARLY MARKED "IRRIGATION".

4. ALL IRRIGATION PIPING INCLUDING SERVICE MATERIALS MUST

BE PURPLE IN COLOR AND CLEARLY MARKED "IRRIGATION".

5. ALL IRRIGATION MATERIALS, SPECIFICATIONS, AND

INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS OF

THE JURISDICTIONAL ENTITY.

6. 12 GAUGE PURPLE LOCATE WIRE SHALL BE TAPED TO ALL

IRRIGATION MAINS FOR LOCATING PURPOSES. THE WIRE

SHALL BE BROUGHT UP AT EACH VALVE BOX.

7. ALL REMOVED EXISTING IRRIGATION UTILITIES SHALL EITHER

BE SALVAGED OR PROPERLY DISPOSED OF ACCORDING TO

GOVERNING REGULATIONS.

POWER

1. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS

2. ALL POWER CONNECTIONS AND DESIGN SHALL BE

PERFORMED BY THE LOCAL ENERGY SERVICES. SEE UTILITY

CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION.

3. ANY WORK BEING PERFORMED AT THE REQUEST OF THE

LOCAL ENERGY SERVICES SHALL BE PERFORMED TO THE

REQUIREMENTS AND SPECIFICATIONS OF SAID ENERGY

SERVICE.

4. ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE

PERFORMED BY A LICENSED ELECTRICAL ENGINEER UNLESS

OTHERWISE CONVEYED AS NOT REQUIRED BY THE LOCAL

ENERGY SERVICES.

5. ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE

MAINTAINED THROUGHOUT THE PROJECT.

6. CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED

CHANGES OR CONFLICTS WITH EXISTING ELECTRICAL

INFRASTRUCTURE.

7. CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE

DONE TO THE LOCAL ENERGY SERVICES STANDARDS AND

COMPLETED BY A PRE-QUALIFIED CONTRACTOR OR ENERGY

SERVICES.

THE EXISTENCE AND LOCATION OF ANY

UNDERGROUND UTILITY PIPES OR

STRUCTURES SHOWN ON THESE DRAWINGS

ARE OBTAINED BY A SEARCH OF THE

AVAILABLE RECORDS. TO THE BEST OF OUR

KNOWLEDGE THERE ARE NO EXISTING

UTILITIES EXCEPT AS SHOWN ON THESE

DRAWINGS AND WE ASSUME NO

RESPONSIBILITY AS TO THE ACCURACY OF

THEIR DEPICTED LOCATION ON THESE

DRAWINGS. THE CONTRACTOR IS REQUIRED TO

TAKE DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN, AND ALL

OTHER LINES NOT OF RECORD OR NOT SHOWN

ON THESE DRAWING BY VERIFICATION OF

THEIR LOCATION IN THE FIELD PRIOR TO THE

START OF CONSTRUCTION ACTIVITIES.

ENGINEER'S NOTICE TO CONTRACTOR

USE OF THE INFORMATION CONTAINED IN THIS

INSTRUMENT FOR OTHER THAN THE SPECIFIC

PURPOSE FOR WHICH IT WAS INTENDED AND

FOR OTHER THAN THE CLIENT FOR WHOM IT

WAS PREPARED IS FORBIDDEN UNLESS

EXPRESSLY PERMITTED IN WRITING IN

ADVANCE TO HORROCKS ENGINEERS, AND

HORROCKS ENGINEERS SHALL HAVE NO

LIABILITY TO ANY USE OF THIS INFORMATION

WITHOUT THEIR WRITTEN CONSENT.

LEGAL NOTICE TO CONTRACTOR

REVISIONS

REV No. SHEET No. DATE OF REV DESCRIPTION

H O

R R

O C

K

G

I N

E E

R S

ID

-1

4-

RB

S

JS

B

JS

B

M

AR

G E

N E

R A

L

N

O T

E S

H I N

E S

O

R

E M

I G

R A

C

E

E K

I N

T E

R A

G E

N C

Y

F

I R

E

F

A C

I L

I T

Y

CI002

AutoCAD SHX Text 03/15/19

AutoCAD SHX Text 03/15/19

H:\!2018\ID-1340-1808 Emigrant Creek\Project Data\02 CAD\2.03 Sheet Files\ID-1340 CI003.dwg - CI003 ABBREVIATIONS & LEGEND - 3/13/2019 05:40pm, josh.black

1 5

R E

V I S

I O

N S

R E

V D

A T

E

D R

A W

I N

G

I N

F O

D A

T E

D E

S I G

N E

D

D R

A W

N

S

N

E R

A L

N

O T

E

E T

W A

R N

I N

G

E

S

N

O T

M E

A S

U R

E

T

H E

N

D R

A W

I N

G

S

C A

L E w w w h o r r o c k s c o m

PAGE

C

P R

O J E

C T

C H

E C

K E

D

D

B

A

2 3 4

W e s t

G r o v e

P k w y

S u i t e

P l e a s a n t

G r o v e

U

T

FO

R

CO

NS

TR

UC

TI

ON

H:\!2018\ID-1340-1808 Emigrant Creek\Project Data\02 CAD\2.03 Sheet Files\ID-1340 CI003.dwg - CI003 ABBREVIATIONS & LEGEND - 3/13/2019 05:40pm, josh.black

1 5

R E

V I S

I O

N S

R E

V D

A T

E

D R

A W

I N

G

I N

F O

D A

T E

D E

S I G

N E

D

D R

A W

N

S

N

E R

A L

N

O T

E

E T

W A

R N

I N

G

E

S

N

O T

M E

A S

U R

E

T

H E

N

D R

A W

I N

G

S

C A

L E w w w h o r r o c k s c o m

PAGE

C

P R

O J E

C T

C H

E C

K E

D

D

B

A

2 3 4

W e s t

G r o v e

P k w y

S u i t e

P l e a s a n t

G r o v e

U

T

FO

R

CO

NS

TR

UC

TI

ON

1'' W

2'' W

4'' W

6'' W

8'' W

10'' W

12'' W

WATER

PROPOSEDEXISTING

OHP

BEL

POWER

PROPOSEDEXISTING

1"

2"

4"

6"

8"

10"

12"

OVERHEAD

W

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CEMENT OR CONCRETE

BC BACK OF CURB

BOT BOTTOM OF BASIN

B.S.L. BUILDING SETBACK LINE

BLDG BUILDING

BV BUTTERFLY VALVE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

BW BOTTOM OF WALL

C&G CURB & GUTTER

CL CENTERLINE

CB CATCH BASIN

CI CAST IRON

CLR CLEAR

CO CLEANOUT

COM COMPRESSION FITTING

CONC CONCRETE

CONST CONSTRUCT

COW WASHINGTON CITY

CR CURB RETURN

CTS COPPER TUBE STEEL

C.Y. CUBIC YARD

d DEPTH OF FLOW

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DTL DETAIL

DWG DRAWING

E EAST OR EASTING

EA EACH

EL ELEVATION

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EW EACH WAY

EX EXISTING

FF FINISH FLOOR

FE FLANGE END

FG FINISH GRADE

FIP FEMALE IRON PIPE FITTING

FL FLOW LINE

FLG FLANGE FITTING

FM FORCE MAIN

FP FINISH PAD

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT OR FEET

FUT FUTURE

G GUTTER OR GAS LINE

GB GRADE BREAK

GV GATE VALVE

HGL HYDRAULIC GRADE LINE

HORIZ HORIZONTAL

HPFL HIGH POINT FLOWLINE

HWL HIGH WATER ELEVATION

ID INSIDE DIAMETER

IN. INCH(ES)

INV INVERT OR INVERSE

L.F. LINEAR FEET

L/S LANDSCAPE

L.E. LANDSCAPE EASEMENT

LT LEFT

MAX MAXIMUM

MFRS MANUFACTURERS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIP MALE IRON PIPE FITTING

ML MONUMENT LINE

MIN MINIMUM

NO NUMBER

N NORTH OR NORTHING, FRICTION FACTOR

N/A NOT APPLICABLE

NT'D NOTED

NTS NOT TO SCALE

OC ON CENTER

OC-EW ON CENTER EAST AND WEST

OD OUTSIDE DIAMETER

P PAVEMENT

PC POINT OF CURVE

PC VC POINT OF CURVATURE VERTICAL CURVE

PCC POINT OF COMPOUND CURVE

PERM PERMANENT

PH PHASE

PI PRESSURED IRRIGATION/NON-POTABLE

W WATER

PI EL POINT OF INTERSECTION ELEVATION

PI VC POINT OF INTERSECTION VERTICAL CURVE

PL PROPERTY LINE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PT VC POINT OF TANGENT VERTICAL CURVE

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PWD PUBLIC WORKS DEPARTMENT

Q RATE OF FLOW

R/W RIGHT OF WAY

REQ'D REQUIRED

RES RESERVOIR

REV REVISION

RGRCP RUBBER GASKET REINFORCED CONCRETE

RT RIGHT

S SOUTH, SLOPE OR SEWER LINE

S/L SEWERLINE

S/W or SW SIDEWALK

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SHT SHEET

SPEC SPECIFICATIONS

ST or STL STAINLESS STEEL

STA STATION

STD STANDARD

SVE SIGHT VISIBILITY EASEMENT

SVT SIGHT VISIBILITY TRIANGLE

T.B. THRUST BLOCK

TBM TEMPORARY BENCH MARK

TC TOP OF CONCRETE

TEMP TEMPORARY

TRANS TRANSMISSION OR TRANSITION

TF TOP OF FOOTING

TL TRUE LENGTH

TRW TOP OF RETAINING WALL

TS TRUE SLOPE

TW TOP OF WALL

TYP TYPICAL

UTC UNTREATED BASE COURSE

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

V VELOCITY

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

Vprov VOLUME PROVIDED

Vreq VOLUME REQUIRED

V.T. VISIBILITY TRIANGLE

W WEST OR WATER LINE

W/ WITH

W/L WATERLINE

WA WATER

MATCHLINE STA. XX+XX.XX

(SEE SHEET PP-XX)

CURVE DATA

X

= XX°XX'XX"

R = XXX.XXX'

L = XXX.XXX'

T = XXX.XXX

P.I. STA. XX+X.XXX

N = XXXXX.XXXX

E = XXXXXX.XXXX

NOTES:

1. XXXXX.

2. XXXXX.

3. XXXXX.

UNKNOWN

4'' SS

6'' SS

8'' SS

10'' SS

12'' SS

SEWER

PROPOSEDEXISTING

4"

6"

8"

10"

12"

SSUNKNOWN

LATERAL

12'' SD

15'' SD

18'' SD

24'' SD

30'' SD

STORM DRAIN

PROPOSEDEXISTING

12"

15"

18"

24"

30"

SDUNKNOWN

36'' SD36"

1'' IRR

2'' IRR

4'' IRR

6'' IRR

8'' IRR

IRRIGATION

PROPOSEDEXISTING

1"

2"

4"

6"

8"

IRRUNKNOWN

LDLAND

EXISTING PROPOSED

SEWER MANHOLE

STORM DRAIN MANHOLE

WATER MANHOLE

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

FIBER OPTIC MANHOLE

IRRIGATION MANHOLE

STORM DRAIN CATCH BASIN

IRRIGATION BOX

ELECTRICAL JUNCTION BOX

ELECTRICAL BOX

TELEPHONE BOX

CABLE TV BOX

FIBER OPTIC BOX

WATER METER

GATE VALVE

BUTTERFLY VALVE

PRESSURE REDUCING VALVE

FIRE HYDRANT

ELECTRICAL POWER POLE

TRAFFIC SIGNAL POLE

LIGHT POLE

SIGN (SINGLE POLE)

SIGN (2 POLE)

SIGN (3 POLE)

GAS MANHOLE

GAS METER

CABLE TV MANHOLE

COMMUNICATIONS

PROPOSEDEXISTING

TELEPHONE

TV

BFO BFO

CATV

FIBER

BURIED FIBER

CABLE TV

COMM

GAS

PROPOSEDEXISTING

GAS

HIGH PRESS

SERVICE "Y"

MISCELLANEOUS

PROPOSEDEXISTING

SIGNAL

ABBREVIATIONS

STANDARD SYMBOLS

HATCH PATTERNS

SURFACE FEATURES

BUILDING / PAD

CONCRETE SIDEWALK / FLATWORK

RIPRAP

PROPERTY BOUNDARY

PARCEL LINE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

MAJOR CONTOURS

MINOR CONTOURS

CHAIN LINK FENCE

DETAIL REFERENCE

UNDERGROUND

3'' W3"

10'' SD10"

SCALE:

X

DETAIL NAME

NTS

A

DETAIL OR SECTION IS

TO BE FOUND ON

SHEET INDICATED

DETAIL OR SECTION

IDENTIFICATION

A

DETAIL OR SECTION IS TO

BE FOUND ON THE SAME

SHEET

GRAVEL

LANDSCAPE AREAS / GRASS

CURB & GUTTER

BARB WIRE FENCE

DECORATIVE FENCE

EXISTING RAILROAD TRACKS

ROAD CENTERLINE

ROW

RIGHT-OF-WAY

10' PUBLIC UTILITY & DRAINAGE

EASEMENT (P.U.E)

DECORATIVE BRICK / SIDEWALK /

FLATWORK / LANDSCAPE AREAS

ID

-1

4-

RB

S

JS

B

JS

B

M

AR

A B

B R

E V

I A

T I O

L

G E

N D

H I N

E S

O

R

E M

I G

R A

C

E

E K

I N

T E

R A

G E

N C

Y

F

I R

E

F

A C

I L

I T

Y

CI003

AutoCAD SHX Text 03/15/19

AutoCAD SHX Text 03/15/19

AutoCAD SHX Text

FO

AutoCAD SHX Text fo

AutoCAD SHX Text

TV

AutoCAD SHX Text tv

AutoCAD SHX Text T

AutoCAD SHX Text t

AutoCAD SHX Text E

AutoCAD SHX Text e

AutoCAD SHX Text

JB

AutoCAD SHX Text jb

AutoCAD SHX Text

IR

AutoCAD SHX Text ir

AutoCAD SHX Text

PP

AutoCAD SHX Text pp

AutoCAD SHX Text S

AutoCAD SHX Text s

AutoCAD SHX Text

SD

AutoCAD SHX Text sd

AutoCAD SHX Text w

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text e

AutoCAD SHX Text T

AutoCAD SHX Text t

AutoCAD SHX Text

FO

AutoCAD SHX Text fo

AutoCAD SHX Text

IR

AutoCAD SHX Text ir

AutoCAD SHX Text W

AutoCAD SHX Text w

AutoCAD SHX Text g

AutoCAD SHX Text G

AutoCAD SHX Text g

AutoCAD SHX Text G

AutoCAD SHX Text tv

AutoCAD SHX Text

TV

SKM_C654e19042511270