BUELLTONLOMPOC

LOS

ALAMOS

ORCUTT

SANTA

MARIA

GOLETA SANTA

BARBARA

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

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Lo m po c\

C

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M P.

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Lo t\5

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\2

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Ti tle

.d w g Th u

.M ar

.2

1:

:5

AM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

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03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

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I NEER

STATE OF CAL I FORN IA

1 12

TITLE SHEET G-01

LOCATION MAP

PROJECT AREA

N.T.S.

CITY OF LOMPOC, CALIFORNIA

MARCH 2025

123 NORTH H STREET EV CHARGER PARKING LOT DESIGN

VICINITY MAP

N.T.S.

1. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK"), 2021 EDITION, THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, IN ACCORDANCE WITH THE CITY OF LOMPOC STANDARD REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF SUBDIVISIONS AND SPECIAL DEVELOPMENTS, THESES PLANS, AND THE PROJECT

SPECIFICATIONS.

2. WORK SHOWN OR INDICATED ON THESE PLANS OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY ITEMS SHALL BE CONSIDERED INCIDENTAL WORK, THE COST OF WHICH SHALL BE INCLUDED IN

THE CONTRACTOR'S BID FOR PAY QUANTITY ITEMS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENTS, SIDEWALKS, CURBS, GUTTERS, STRUCTURES, TREES AND LANDSCAPING, AS A RESULT OF THEIR OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE IN KIND TO THE SATISFACTION OF AND AS DIRECTED BY THE CITY ENGINEER.

4. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS WAS OBTAINED FROM A SEARCH OF EXISTING RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY RESPECTIVE UTILITIES TO DETERMINE THE EXACT FIELD LOCATIONS OF UTILITIES WHICH MAY CONFLICT WITH THIS WORK.

5. THE CONTRACTOR SHALL HAVE COPIES OF THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE JOB SITE AT ALL TIMES, AND HE SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND

SPECIFICATIONS.

6. A CITY OF LOMPOC BUSINESS LICENSE SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE, PRIOR TO STARTING THE WORK. SUBCONTRACTORS WORKING FOR THE GENERAL CONTRACTOR ON THIS PROJECT WILL BE REQUIRED TO HAVE A VALID CALIFORNIA BUSINESS LICENSE WHILE WORKING ON THIS PROJECT.

7. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-8 LICENSE AT THE TIME OF AWARD.

8. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 422-4133 A MINIMUM OF TWO

WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

9. CONTRACTOR SHALL PERFORM ALL TRAFFIC CONTROL NECESSARY TO PERFORM THE WORK, AND AS DIRECTED

BY THE ENGINEER, IN ACCORDANCE WITH THE SPECIFICATIONS.

GENERAL NOTES

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ADD/ALT ADDITIVE/ ALTERNATE

CENTER LINE

C&G CURB AND GUTTER

CNC CONCRETE

CP CONTROL POINT

EG EXISTING GRADE

EL ELEVATION

EP EDGE OF PAVEMENT

EX. EXISTING

FG FINISHED GRADE

FL FLOWLINE

F.O.C. FACE OF CURB

FS FINISHED SURFACE

GL GUTTER LIP

GM GAS METER

MBD METAL BOLLARD

MOB. MONUMENT

O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

PP POWER POLE

R.C. RELATIVE COMPACTION

R/W RIGHT OF WAY

SN SIGN

SWK SIDEWALK

TC TOP OF CURB

TYP TYPICAL

UG UNDERGROUND

WM WATER METER

WT. WEIGHT

WV WATER VALVE

ABBREVIATIONS

SHEET INDEX

SHEET NO. DRAWING NO. DESCRIPTION

1 G-01 TITLE SHEET

2 HC-01 HORIZONTAL CONTROL PLAN

3 C-01 SITE PLAN

4 C-02 GRADING PLAN

5 C-03 DETAILS

6 ST-01 STRIPING AND SIGNAGE PLAN

7 S-01 STRUCTURAL DETAILS

8 E0 SYMBOL, NOTES, & ABBREVIATIONS

9 E1 ELECTRICAL SITE PLAN

10 E2 ELEVATION & DETAILS

11 E3 SINGLE LINE DIAGRAM

12 DT-01 CITY DETAILS

SAWCUT

LEGEND

CL

H S

TR

EE

T

A

LL

EY

100.00

CP SCBX TC

99.12

CP MAG WSHR MNS

EXISTING BUILDING

EXISTING BUILDING

(3.9%)

(0 .9

(9 8.

4) (9

8.

6)

(9 8.

8)

(1.8%)

(1.4%)

(1.4%)

(1.1%)

(99.63)(99.38)(99.13)

(9 9.

0)

(9 8.

8)

(99.2) (99.4)

(99.4)

(99.34)(99.22) (99.79)

D R

IV

EW

A Y

D R

IV

EW

A Y

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

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M P.

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V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

H or iz on ta l C on tro l.d w g M on

0.

Fe b.

4:

:5

PM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

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GD

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KY

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03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

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I NEER

STATE OF CAL I FORN IA

2 12

HORIZONTAL CONTROL PLAN HC-01

BASIS OF BEARINGS

THE BEARING N00°01'42"E BETWEEN FOUND CENTERLINE MONUMENTS (301 AND 302) PER BOOK 173, PAGE 81 OF RECORD OF SURVEYS, FILED WITH THE COUNTY OF SANTA BARBARA, WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY. COORDINATES FOR THE PROJECT ARE ASSUMED

AT POINT 1 (N 10,000, E 10,000).

BASIS OF ELEVATIONS

ELEVATIONS FOR THE PROJECT ARE ASSUMED AT POINT 1 (ELEV 100.00')

LOCAL HORIZONTAL AND VERTICAL CONTROL MONUMENTS (US SURVEY FEET)

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 10000.0003 99999.9990 100.00' CP SCBX TC

3 9944.01 9806.65 99.12' CP MAG WSHR MNS

0'0'10' 10'5'5'

SCALE: 1" = 10'

±1 8.

5'

.2 4'

6.5

9' Typ

9'VAN

ACCESSIBLE

8'

H S

TR

EE

T

A

LL

EY

20'

0.

'PL

PL

PL

123467

11 12 13 14

±7 .5

SAWCUT

1'

SAWCUT

3'

2'

L1

L2

L3

L4 L13

L1

L15

L1

L17

C1

C2 C6

L5

C3

L6

L7

L8

DRIVEWAY

N 10032.3897 E 9809.7325

N 9982.5133 E 9809.7104 N 9982.4624

E 9949.8004

N 10024.7124 E 9949.8158

1'Typ

C4

PL

' C lr 7' Typ

8' Typ 10

'10 ' T yp

1' Typ

4'

BUILDING

L18

C7

C8

L19

N 9983.1131 E 9879.0824

3.2

C5

L1

L11

L1

L9

1'

1.7 5'

20' Typ

3' Ty p

4'

9' 9'

3' Typ

3' Typ

2.

5'

Ty p

2.3'

3.6

1.8 2'

Typ 3.2

5'

5'

4'

2' Typ

2' Typ

CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

C8

RADIUS

10.00

10.00

10.00

10.00

2.00

2.00

2.50

10.00

LENGTH

15.71

7.85

15.71

7.86

4.71

4.71

6.25

6.44

DELTA

90°00'00"

45°00'00"

89°59'33"

45°00'27"

134°59'52"

134°59'52"

143°07'48"

36°52'12"

LINE TABLE

LINE #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

LENGTH

19.358

140.090

7.242

1.136

20.823

7.663

8.618

30.438

13.054

10.727

6.883

11.000

11.796

17.242

140.090

8.323

10.348

17.358

19.358

DIRECTION

S44° 58' 45.00"E

S89° 58' 45.00"E

N00° 01' 15.00"E

S89° 58' 45.00"E

N45° 01' 15.00"E

S89° 58' 18.00"E

S00° 01' 15.00"W

S89° 44' 56.11"E

N89° 58' 36.61"W

N45° 01' 15.00"E

S89° 58' 45.00"E

S00° 01' 15.00"W

S89° 58' 53.39"E

S00° 01' 14.60"W

S89° 58' 45.00"E

N45° 01' 15.00"E

N44° 58' 45.00"W

N44° 58' 45.00"W

S44° 58' 45.00"E

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

Si te

P la n.

dw g Th u

.M ar

.2

1:

:2

AM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

GD

GD

RT

KY

EW

03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

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G

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I NEER

STATE OF CAL I FORN IA

0'0'10' 10'5'5'

SCALE: 1" = 10'

3 12

SITE PLAN C-01

CONSTRUCTION NOTES

INSTALL VAN ACCESSIBLE COMPLIANT PARKING PER CALTRANS STANDARD PLAN A90A.

FOR SIGNAGE SEE SHEET ST-01.

INSTALL ZEROSCAPE DECOMPOSED GRANITE PLANTER WITH ARCHITECTURAL BOULDERS.

INSTALL CURB (TYPE A1-6) PER CALTRANS STANDARD PLAN A87A.

INSTALL WHEEL STOP PER DETAIL 3 ON SHEET C-03.

FOR PAVEMENT STRIPING AND MARKINGS SEE SHEET ST-01.

SEE ELECTRICAL PLANS FOR UTILITY LAYOUT, EV CHARGING STATION INSTALLATION, AND SITE LIGHTING.

PROTECT EXISTING IMPROVEMENTS TO REMAIN.

REMOVE AND REPLACE 3.5 INCHES OF ASPHALT. COMPACT CLASS 2 AGGREGATE BASE TO 95% RELATIVE

COMPACTION PER CALTRANS STANDARD SPECIFICATIONS.

REMOVE ASPHALT ALL THE WAY TO THE BUILDING. PROTECT EXISTING BUILDING.

CONSTRUCT 3 FOOT WIDE RIBBON GUTTER. SEE DETAIL 2, SHEET C-03.

INSTALL ROCK. SEE DETAIL 4, SHEET C-03.

INSTALL 51"W X 51"L X 24"D CONCRETE FOUNDATION. CONCRETE SHALL BE 2500 PSI, STANDARD GRAY WITH

MEDIUM BROOM FINISH AND ROUNDED EDGES. SEE DETAIL 2 ON SHEET S-01.

INSTALL 24"W X 24"L X 24"D CONCRETE FOUNDATION. CONCRETE SHALL BE 2500 PSI, STANDARD GRAY WITH

MEDIUM BROOM FINISH AND ROUNDED EDGES. SEE DETAIL 3 ON SHEET S-01.

INSTALL BOLLARD PER CITY STANDARD DETAIL. SEE SHEET DT-01.

INSTALL CURB (BUILDING) SEE DETAIL 5, SHEET C-03.

INSTALL 3 1/2" THICK CONCRETE WALK. CONCRETE SHALL BE 2500 PSI, STANDARD GRAY WITH MEDIUM BROOM

FINISH AND ROUNDED EDGES.

Typ

5 Typ

Typ

GENERAL NOTES

1. LANDSCAPE AREA : 638 SQFT

2. TYPICAL BOULDERS. BURY THE BOULDERS APPROXIMATELY 13 INTO THE GROUND. COORDINATE THE INSTALLATION AND LOCATION OF THE BOULDER WITH THE CITY'S REPRESENTATIVE. THE ACTUAL LOCATION OF THE BOULDERS MAY VARY FROM THE PLAN IF DIRECTED BY THE CITY'S REPRESENTATIVE. THE BOULDERS ARE TO BE LOCAL ROCK. THE PARTICULAR SOURCE FOR THE BOULDERS IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO BIDDING. OBTAIN APPROVAL OF THE BOULDER TYPE AND SIZE PRIOR TO BEGINNING GRADING WORK. THE SIZE OF THE BOULDERS INDICATE AN APPROXIMATE OVERALL LENGTH, AND THE BOULDER BID WILL INCLUDE THE FOLLOWING QUANTITIES:

SIZE

5'-0" 6'-0"

TOTAL

Typ

Typ

WATER QUALITY CONTROL NOTES

CONTRACTOR SHALL IMPLEMENT CONSTRUCTION BMP'S AS NECESSARY TO PROTECT WATER QUALITY. CONTRACTOR SHALL INSTALL INLET PROTECTION DOWNSTREAM AND STREET SWEEPING AS A MINIMUM CONTROL MEASURE PER

CASQA STANDARDS OR AS DIRECTED BY THE CITY'S AUTHORIZED REPRESENTATIVE.

12 Typ

Typ

Typ

Typ

6 Typ

Typ

Typ

TR

EE

T

A

LL

EY

.4

0.5%0.5%

(0 .6

(3.9%)

(0 .9

(98.4)

(98.6)

(98.8)

(1.4%)

(1.4%)

(1.4%)

(1.9%)

(1.1%)

1.1%

99.67 FS

(99.63)(99.37)(99.00)

(9 9.

0)(98.8)

(99.2) (99.4)

(99.4)

99.53 FS

(99.34)

99.35 FS

(99.22)

99.81 FS

(99.79)

98.87 FL

99.53 HP/FL

(99.20) (98.74)

(98.56)

(99.11)

99.6

0.5%

1.0% 5.0%0.6%0.6%

99.40 FS

99.29 FS99.46 FS

99.75 FS

99.28 TC 99.23 FS

99.16 FS

(99.41)

99.38 FS

99.14 FS

(99.13)

.0

99.2

99.4

99.6

99.67 FS

99.36 FS

99.48 FS

(98.94)

99.44 FL

99.50 FS

3.2%

99.50 FS

(98.84)

99.35 FS 99.54 FS 99.81 FS

99.85 TC

0.5%1.5%

99.33 FL

99.39 FS

99.39 FS

4.

0%

4.

0%

99.01 FL98.92 FL

0.5%

4.

0%

4.

0%

99.79 TC

99.20 FS

99.70 TC

99.66 TC

0.6%

(99.54)

99.55 FS

(99.53)(98.61)

98.78 FS

99.51 TC

99.73 TC

(99.4)

(99.6)

99.07 FS

99.57 TC

7.6%7.6%

99.15 FS

99.65 TC

99.83 TC

99.67 FS

(99.52)

99.67 FS

100.17 TC

99.00 FS

99.50 TC

99.93 TC

99.42 FS

(99.43)

100.17 TC

99.56 FS

1.1%

1.0%

1.2% 1.3

0.7

0.9

1.

0%

1.5%

99.04 FS

99.54 TC

99.03 FS

99.53 TC

98.98 FS

99.48 TC

0.6% 0.7%

(98.95)

98.87 FS

99.37 TC

(98.79)

98.98 FS

99.48 TC

99.53 HP

99.07 FS

98.89 FS

98.89 FS 0.9%

99.17 FL

99.23 FS

99.23 FS

99.42 FS

99.96 TC

0.5

1.2%

98.91 FS

(98.89)

(99.19)

99.49 FS

0.5%

99.35 FS

99.85 TC

99.29 FS

99.32 FS

99.82 TC

99.02 FS 99.07 FS

0.4%

1.0%

99.88 TC

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

G ra di ng

.d w g Tu e

.M ar

.2

3:

:0

PM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

GD

GD

RT

KY

EW

03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

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RE

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I NEER

STATE OF CAL I FORN IA

0'0'10' 10'5'5'

SCALE: 1" = 10'

4 12

GRADING PLAN C-02

MATCH EXISTING

MATCH EXISTING

MATCH

EXISTING

G R

AD

E

BR

EA

K

PROPOSED SURFACE ELEVATION

LEGEND

99.86 TC

EXISTING SURFACE ELEVATION(99.86)

PROPOSED CONTOUR LABEL99.86

EXISTING CONTOUR LABEL(99.86)

G R

AD

E

BR

EA

K

6" 11 2"

2"

6"

6" 3 4"

3'

3" C

LR

(T

YP

7.5"

7"

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

D et ai ls

.d w g M on

4.

Fe b.

1:

:5

PM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

GD

GD

RT

KY

EW

03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

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I NEER

STATE OF CAL I FORN IA

5 12

DETAILS C-03

CURB TYPE A1-6

NTS

1 RIBBON GUTTER

NTS

R=1/2" (TYP)

R=1/2" (TYP)

(3) #4 BAR EQUALLY SPACED

2" DECOMPOSED GRANITE

COMPACT TO FIRM AND

UNYIELDING

BOULDER

SEE PLANS FOR SIZES

NATIVE OR IMPORTED SOIL COMPACTED

TO 95% UNDER BOULDER TO PREVENT

SHIFTING OR SINKING

2/3 OF BOULDER

THICKNESS

1/3 OF BOULDER

THICKNESS

NOTES

1. BOULDER SIZE AND TYPE SHALL BE PER PLAN.

2. BOULDER LOCATIONS AND FACE SHALL BE APPROVED PRIOR TO PLACEMENT.

WHEEL STOP

NTS

BOULDER DETAIL

NTS

6'

9"7" 3"

8" 8"B

B

A A

5'-6"

PLAN VIEW

72'

7"

3" 4"

1 1/2"Ø HOLE, 16" LONG GALVANIZED

STEEL ANCHOR (TYP EACH END)

SECTION A-A SECTION B-B

NOTES

1. NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION

2. COMPACT 8" CLASS 2 AGGREGATE BASE.

3. USE 2,500 PSI PCC.

4. AFTER FORMS ARE STRIPPED, EXPOSED SURFACES SHALL

BE FINISHED SMOOTH WITH A STEEL TROWEL AND A FINE

BRUSH FINISH WITH STROKES PARALLEL TO THE CURB.

NOTES

1. NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION

2. COMPACT 8" CLASS 2 AGGREGATE BASE.

3. USE 3,250 PSI PCC.

4. CROSS GUTTER TO BE INSTALLED PRIOR TO ASPHALT PAVING.

5. FINISH RIBBON GUTTER WITH LIGHT BROOM FINISH. NOTE

1. INSTALL WHEEL STOP PER CALTRANS STANDARD SPECIFICATION SECTION 78-5.

CURB (BUILDING)

NTS

R=1/2" (TYP)

NOTES

1. NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION

2. USE 2,500 PSI PCC.

3. AFTER FORMS ARE STRIPPED, EXPOSED SURFACES SHALL

BE FINISHED SMOOTH WITH A STEEL TROWEL AND A FINE

BRUSH FINISH WITH STROKES PARALLEL TO THE CURB.

EXISTING BUILDING

2%

4%

1/2" EXPANSION JOINT

TR

EE

T

A

LL

EY

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

St rip in g.

dw g

Tu e

.M ar .2

3:

:4

PM

b y:

G ab rie l D o-

R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

GD

GD

RT

KY

EW

03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

RE

G

IS

TE

RE

D PROFESS IONAL ENG

I NEER

STATE OF CAL I FORN IA

6 12

STRIPING AND SIGNAGE PLAN ST-01

STRIPING AND SIGNAGE CONSTRUCTION NOTES

INSTALL R5-1 "DO NOT ENTER" AND R5-1a "WRONG WAY" PER MUTCD.

INSTALL R100B (CA) PER CALTRANS STANDARD PLAN A90A.

INSTALL R99C (CA) AND R7-8b PER CALTRANS STANDARD PLAN A90A.

INSTALL "NO PARKING" PER CALTRANS STANDARD PLAN A90A.

INSTALL ISA MARKING PER CALTRANS STANDARD PLAN A90A.

INSTALL TYPE I 10'-0" ARROW PER CALTRANS STANDARD PLAN A24A.

INSTALL 4" WHITE LINE

INSTALL 4" WHITE LINE DIAGONAL AT 3'-0" MAX CENTERS PER CLATRANS STANDARD PLAN A90A.

INSTALL 4" BLUE LINE BORDERS PER CLATRANS STANDARD PLAN A90A.

7 TYP

2 14

PARKING

7 TYP

NO

5'-6"

EMBED. MIN.

2'-0"

MIN.

FG

LIGHT POLE

PER MFR.

4" CHAMFER

2"

(2) #4 TIES @

4" OC

ANCHOR BOLT PER

MFR (SIZE, QUANTITY,

LOCATION & GRADE)

(6) #5 VERT.

#4 TIES @ 8"

OC. TYP.

1'-6"Ø

CONC. PIER

A

VERTICAL BARS

SEE ELEVATION

POLE PER MFR.

TIES

SEE ELEVATION

BASE ⅊ PER MFR.

135° HOOKS

CL. COL.

CL. PIER

C L.

C O

L.

C

L.

P

IE

R

CONC. PIER DIAMETER

SEE ELEVATION

3" CLR.

TYP.

PER MFR.

PER MFR.

6"

2"

SWITCHBOARD ANCHOR

BOLT PER

MFR.

REINF. PER PLAN

#4 AT 12" O.C.

EACH WAY

3" BASE COURSE

PER PLAN

6" COMPACTED

NATIVE SOIL

FINISH GRADE

PER CIVIL

SEE

ELECTRICAL

PLANS

DESCRIPTION

OF

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.C.E. 81090 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

D et ai ls

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4.

Fe b.

1:

:5

PM

b y:

G ab rie l D o- R ey no so

201 Industrial Way Buellton, CA 93427

805-692-6921 | www.mnsengineers.com

100% PLANS

GD

GD

RT

KY

EW

03/28/2025

GABRIEL

DO-REYNOSO

No. 81090

Exp. 09/30/25

CIVIL

RE

G

IS

TE

RE

D PROFESS IONAL ENG

I NEER

STATE OF CAL I FORN IA

7 12

STRUCTURAL DETAILS S-01

B B

POLE LIGHT FOUNDATION

NTS

1 51" x 51" EV CHARGER FOUNDATION

SCALE: 1"=20'

SECTION A

SWITCHBOARD CONCRETE PAD

NTS

SECTION B

51"

TO BE INSTALLED PER MFR.

INSTALLATION INSTRUCTIONS

COMPACTED SUBGRADE

CLASS II AGGREGATE BASE TO

95% RELATIVE COMPACTION

6"

TO BE INSTALLED PER MFR.

INSTALLATION INSTRUCTIONS

#4 AT 18" O.C. EACH WAY

3" C

LR

T

YP

3" CLR. TYP.

24" x 24" EV CHARGER FOUNDATION

SCALE: 1" = 20'

TO BE INSTALLED PER MFR.

INSTALLATION INSTRUCTIONS

TO BE INSTALLED PER MFR.

INSTALLATION INSTRUCTIONS

24"

C C

SECTION C

CLASS II AGGREGATE BASE TO

95% RELATIVE COMPACTION

#4 AT 18" O.C. EACH WAY

COMPACTED SUBGRADE

6" 3"

C

LR

T

YP

3" CLR. TYP.

NOTE:

1. USE 3,250 PSI PCC. NOTE:

1. USE 2,500 PSI PCC.

NOTE:

1. USE 2,500 PSI PCC.

NOTE:

1. USE 2,500 PSI PCC.

DESCRIPTION

OF

PROJECT NUMBER1

SCALE:

0 2

DESIGNED: CS

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN: BP

CHECKED: KY

QA/QC: KY

CONSTRUCTABILITY: KY

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.E.E. 22907 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT

CILMP.240425

AS NOTED

R M Engineering PO Box 3343 SAN LUIS OBISPO, CA 93403 www.RNM-ENG.com

100% PLANS

REV1CS02/06/251

REV2CS02/24/252

REV3CS03/28/252

03/28/25

1. NOT ALL UNDERGROUND UTILITIES (ELECTRICAL OR OTHER) ARE SHOWN IN THESE

DRAWINGS. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES WITH

CONTRACT DOCUMENTS BEFORE COMMENCING ANY WORK.

2. ALL WORK, LABOR AND MATERIALS SHALL BE PERFORMED IN STRICT COMPLIANCE

WITH THE 2022 CALIFORNIA ELECTRIC CODE.

3. CONDUIT IS SHOWN DIAGRAMMATICALLY AND SHALL BE ROUTED TO SUIT

CONDITIONS IN THE FIELD.

4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMITY TO ALL

LOCAL CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY

CODES, THE NATIONAL ELECTRIC CODE, CITY OF LOMPOC STANDARD DETAILS, CITY

OF LOMPOC STANDARD SPECIFICATIONS, AND ANY ADDITIONAL JURISDICTIONS

RELATING TO THEIR WORK.

5. ALL CONDUCTORS SHALL BE COPPER UL LISTED THWN U.O.N. (MINIMUM SIZE #12

AWG UNLESS SPECIFICALLY NOTED OTHERWISE). ALL INDICATIONS OF NUMBER OF

CONDUCTORS INCLUDE THE GROUND WIRE WHICH MUST BE PROVIDED.

6. ALL ELECTRICAL EQUIPMENT AND ALL MATERIAL SHALL BE NRTL, (NATIONAL

RECOGNIZED TESTING LABORATORY) NEMA AND UL RATED.

7. ALL CIRCUIT BREAKERS SHALL BE RATED FOR 75°C TEMPERATURE CONDUCTORS.

8. THE CONTRACTOR IS RESPONSIBLE FOR DETAILS, PART NUMBER VERIFICATIONS

AND ACCURACY FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND

DIMENSIONS FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF

ASSEMBLY AND FOR PERFORMING WORK IN A SAFE MANNER.

9. PROVIDE MINIMUM 36" WORK CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT.

PROVIDE MINIMUM 42" WORK CLEARANCE IN FRONT OF 480V EQUIPMENT. PROVIDE

A MINIMUM 30" WIDE WORK SPACE

10. ALL EXPOSED EXTERIOR CONDUIT SHALL BE GALVANIZED RIGID. ALL

UNDERGROUND CONDUITS SHALL BE PVC SCH 80. ALL UNDERGROUND VERTICAL

SWEEPS SHALL BE PVC COATED RMC

11. THE ELECTRICAL PLANS INDICATE THE GENERAL LAYOUT AND ARRANGEMENT; THE

CIVIL DRAWINGS AND FIELD CONDITIONS SHALL DETERMINE EXACT LOCATIONS.

FIELD VERIFY ALL CONDITIONS AND MODIFY AS REQUIRED TO SATISFY DESIGN

REQUIREMENTS.

GENERAL NOTES

SYMBOLS

METER

SWITCH

REFERENCE TO SHEET NOTE

DETAIL REFERENCE;

DETAIL NUMBER / SHEET DRAWN

FUSE

EGC

(F)

HP

(E)

GND

CU

BKR

AC, A/C

C.B.

BLDG.

A.F.F.

C.O.

COMM

C

A

RIGID STEEL CONDUIT

SPECIFICATIONS

UNLESS OTHERWISE NOTED

GROUND

HORSEPOWER

EQUIPMENT GROUNDING CONDUCTOR

FUTURE

EXISTING

COPPER

COMMUNICATION

W/ WITH

U.O.N.

V

RSC

SPECS.

TYP OR (TYP)

VOLT

TYPICAL

CONTINUOUS OPERATION)

NIGHT LIGHT (CONNECT FOR

MANUFACTURES ASSOC.

NATIONAL ELECTRICAL

MISCELLANEOUSABOVE FINISH FLOOR

BREAKER

CONDUIT ONLY

CONDUIT

BUILDING

CIRCUIT BREAKER

AMPERES

ALTERNATING CURRENT,

PH

RM

P

NL

NEMA

(N)

PHASE

ROOM

POLE

NEW

MIN/MAX

MISC

MINIMUM/MAXIMUM

A.H.J. AUTHORITY HAVING JURISDICTION

GFI GROUND FAULT INTERRUPTER

E.V. ELECTRIC VEHICLE/EQUIPMENT VENDOR

P.V. PHOTOVOLTAIC

KVA KILOVOLT-AMPERES

ES ENERGY SAVING

C.E.C. CALIFORNIA ELECTRICAL CODE

U/G UNDERGROUND

WP WEATHERPROOF

EL OR EM UL LISTED 90-MINUTE EMERGENCY

BALLAST PACK

AIR CONDITIONING

ABBREVIATIONS

GES GROUNDING ELECTRODE SYSTEM

GEC GROUNDING ELECTRODE CONDUCTOR

ATS AUTOMATIC TRANSFER SWITCH

STAINLESS STEELS.S.

UNDERGROUND PULL SECTIONUGPS

SWITCHBOARDSWBD

VS VERTICAL SECTION

O/H OVERHEAD

CIRCUIT BREAKER

NEC NATIONAL ELECTRICAL CODE

TRANSFORMER

GROUNDING ELECTRODE

XFRMR TRANSFORMER

CONDUIT(S) OR CIRCUIT ABOVE GRADE

REFERENCE TO FEEDER

SCHEDULE8

SURGE PROTECTOR

DUPLEX RECEPTACLE, MOUNTED +18" A.F.F. U.O.N.

# - INDICATES CKT NUMBER

G - INDICATES GROUND FAULT TYPE

+ - INDICATES ABOVE COUNTER MOUNTING

REFER TO ARCH. SHEETS FOR EXACT HEIGHT

* - INDICATES SPECIAL MOUNTING, REFER TO SHEET NOTES

WP - INDICATES IN USE WEATHER PROOF TYPE

CONDUIT(S) OR CIRCUIT BELOW GRADE

GROUNDING CONDUCTOR BELOW GRADE

DISCONNECT SWITCH, NEMA 3R WHERE INSTALLED OUTDOORS

LIGHT POLE

E0

ELECTRICAL SYMBOLS, NOTES

& ABBREVIATIONS 8

MFR MANUFACTURER

BCW BARE COPPER WIRE

CStephens

PROJECT NUMBER1

SCALE:

0 2

DESIGNED: CS

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN: BP

CHECKED: KY

QA/QC: KY

CONSTRUCTABILITY: KY

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.E.E. 22907 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT

CILMP.240425

AS NOTED

R M Engineering PO Box 3343 SAN LUIS OBISPO, CA 93403 www.RNM-ENG.com

100% PLANS

REV1CS02/06/251

REV2CS02/24/252

REV3CS03/28/252

03/28/25

1. CONTRACTOR TO PROVIDE AND INSTALL 4'X4' PRIMARY VAULT ASSEMBLY WITH 12" GRADE RING PER CITY OF LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWING #VT-1306. COORDINATE WITH CITY OF

LOMPOC ELECTRIC FOR PROPER VAULT ORIENTATION PRIOR TO INSTALL.

2. CONTRACTOR TO PROVIDE AND INSTALL 72"X94"X6" TRANSFORMER PAD PER CITY OF LOMPOC ELECTRIC

UTILITY DIVISION STANDARD DRAWINGS #PE-1101 & PE-1131

3. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 48" BELOW TOP GRADE ONE (1)-4" SCH80 PVC PRIMARY RISER CONDUIT TO EXISTING UTILITY POLE PER CITY OF LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWING #TR-1008 & #VT-1335. PRIMARY RISER TO BE INSTALLED IN NORTHEAST QUADRANT OF POLE.

CITY TO PROVIDE AND INSTALL 1-4" RIGID CONDUIT AND SWEEP AND COMPLETE RISER INSTALLATION UP POLE. CONTRACTOR TO COORDINATE WITH CITY FOR EXCAVATION NEAR UTILITY POLE. USE MINIMUM 3'

RADIUS SWEEPS AT TURNS AS NEEDED

4. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 48" BELOW TOP GRADE ONE (1)-4" SCH80 PVC PRIMARY CONDUIT PER LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWINGS #TR-1008, #PE-1131 AND #VT-1335.

MINIMUM 3' RADIUS SWEEPS AT TURNS AS NEEDED

5. CITY TO PROVIDE, CONTRACTOR TO PICK UP FROM CITY YARD AND INSTALL (1) 17"X30" H-20 TRAFFIC RATED SECONDARY PULL BOX ASSEMBLY WITH 12" EXTENSION RING PER CITY OF LOMPOC ELECTRIC UTILITY

DIVISION STANDARD DRAWING #PB-1220

6. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 36" BELOW TOP GRADE TWO (2)-4" SCH80 PVC SECONDARY CONDUIT PER LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWINGS #TR-1008, #PE-1131.

MINIMUM 3' RADIUS SWEEPS AT TURNS AS NEEDED

7. BOLLARD PER LOMPOC UTILITY DIVISION STANDARD DRAWINGS #MS-1515 AND #MS-1525. BOLLARDS IN

FRONT OF TRANSFORMER TO BE REMOVABLE TYPE

8. PROVIDE HOUSE KEEPING PAD FOR (N) SWITCHBOARD, SEE CIVIL AND STRUCTURAL SHEETS

9. CITY OF LOMPOC FURNISHED, CONTRACTOR INSTALLED LIGHT POLE PER DETAIL 5 ON SHEET E2, TYP OF 4

10. CONC. HOUSEKEEPING PAD REBAR GROUND CONNECTION

11. GROUND ROD PER DETAIL 3 ON SHEET E2

12. CITY OF LOMPOC FURNISHED, CONTRACTOR INSTALLED LEVEL 2, 208V EV CHARGER, TYP OF 4. SEE

TYPICAL DETAIL 2 ON SHEET E2. SEE CIVIL AND STRUCTURAL DRAWINGS FOR FOUNDATION AND BOLLARDS.

13. CITY OF LOMPOC FURNISHED, CONTRACTOR INSTALLED LEVEL 3, 480V (DC FAST) EV CHARGER, SEE

TYPICAL DETAIL 2 ON SHEET E2. SEE CIVIL AND STRUCTURAL DRAWINGS FOR FOUNDATION AND BOLLARDS

REFERENCE NOTES

E1

5 7

ELECTRICAL SITE PLAN

SCALE: 1" = 5'

E1

N

TYP

UV-1

PB-1

UP-1

T-U

UG/PS DPH T-1 DPL

MSB

P-1

P-3

EV-1

EV-H

ELECTRICAL SITE PLAN

P-4

P-2

TYP OF 4

1. REFER TO SINGLE LINE DIAGRAM FOR CONDUIT SIZES.

2. SEE SHEET E2 FOR TRENCH AND PULLBOX DETAILS FOR CUSTOMER

SIDE ELECTRICAL CONVEYENCE.

3. PROVIDE PULLBOXES IN UNDERGROUND CONDUIT RUNS AS REQUIRED.

ALL PULLBOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS

4. SEE TYPICAL CHARGER DETAIL ON SHEET E2. COORDINATE EXACT

INSTALLATION WITH ALL MANUFACTURER REQUIREMENTS. REVIEW

MANUFACTURER'S INSTALLATION GUIDELINES AND MANUALS.

GENERAL NOTES

12 TYP OF 4

EV-3 EV-4

EV-2

TYPICAL EV CHARGER

10' x 3/4" COPPER

GROUND ROD

#6 BCW TO GROUND

TERMINAL

CONDUIT(S) PER PLAN.

STUB LENGTH AND EXACT

LOCATION PER MFR'S

INSTALLTION MANUAL

FINISH GRADE

PVC TO RMC COUPLING

PVC COATED

RMC SWEEP

FOUNDATION PER CIVIL AND

STRUCTURAL SHEETS

DESCRIPTION

OF

PROJECT NUMBER1

SCALE:

0 2

DESIGNED: CS

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN: BP

CHECKED: KY

QA/QC: KY

CONSTRUCTABILITY: KY

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.E.E. 22907 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT

CILMP.240425

AS NOTED

R M Engineering PO Box 3343 SAN LUIS OBISPO, CA 93403 www.RNM-ENG.com

100% PLANS

REV1CS02/06/251

REV2CS02/24/252

REV3CS03/28/252

03/28/25

TYPICAL EV CHARGER DETAIL

SCALE: NTS

MIN 6" CRUSHED

ROCK DRAIN BASE

CONDUIT(S) AS OCCURING

BOX EXTENSION

WHERE REQUIRED

FINISHED GRADE

HEX BOLT (TYP. OF 2)

CONCRETE REINFORCED

FIBERGLASS PULL BOX

COVER, LABEL PER USE

NON-UTILITY PULLBOX DETAIL

SCALE: NTS

NON-UTILITY TRENCH DETAIL

SCALE: NTS

24" MIN. COVER

SAND BACKFILL

FINISH PER CIVILWARNING TAPE

NATIVE BACKFILL

12"

TYPICAL LIGHT POLE DETAIL

SCALE: NTS

E2

E2

E2

3" MIN

3" MIN

CONDUIT PER PLANS

E2

E2

ELECTRICAL DETAILS

DRAIN BASE

GROUND WIRE

COPPER GROUND

MIN. 6" CRUSHED ROCK

ROD. 10' x 3/4"Ø

PRE CAST CONCRETE

GROUND ROD CLAMP

CONCRETE BOX COVER

LABEL GROUND ELECTRODE

BURNDY YG TYPE

12"

18"

24"

FINISHED GRADE

GROUND WELL BOX

SIZE PER PLANS

GROUND WELL DETAIL

SCALE: NTS

E2

CITY OF LOMPOC

STANDARD FIXTURE

SPRING CITY

ALMNWF-LE060-EVX-L18

-40-CR3-YS19-FPL-TR7P-CU

14' DECORATIVE POLE

SPRING CITY

APSNRT-M_-17-14.00-E5

-TN4.00-3.00-CU

TAMPER

RESISTANT HAND

HOLE

CONNECT BRANCH

CKT EGC AND

FOUNDATION

GROUND AT POLE

LUG

(4) ANCHOR BOLTS

SIZED BY OTHERS

FINISH GRADE

PVC LIGHTING

BRANCH CONDUIT.

PER PLANS

FOUNDATION PER CIVIL

AND STRUCTURAL SHEETS

PVC TO RMC COUPLING

PVC COATED RMC

SWEEP

MIN 10' OF #6 GND

COILED AT BOTTOM,

CONTINUE TO POLE

GROUND LUG

EXOTHERMIC WELD

GROUND TO REBAR

INLINE FUSE PER MFR

COORDINATE EXACT

BASE PLATE

INSTALLATION WITH

MANUFACTURER

24"

PROJECT NUMBER1

SCALE:

0 2

DESIGNED: CS

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN: BP

CHECKED: KY

QA/QC: KY

CONSTRUCTABILITY: KY

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2

DATEPROJECT ENGINEER:

R.E.E. 22907 EXP. 09-30-2025

CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT

CILMP.240425

AS NOTED

R M Engineering PO Box 3343 SAN LUIS OBISPO, CA 93403 www.RNM-ENG.com

100% PLANS

REV1CS02/06/251

REV2CS02/24/252

REV3CS03/28/252

03/28/25

UTILITY POLE

UP-1

UTILITY VAULT

UV-1

T-U

300KVA PADMOUNT

12.47KV:480/277 3ɸ-4W

MIN. 3.5%Z

PB-1

DPL

400A, 120/208V 3ɸ-4W

42KAIC

MSB

NEMA 3R

400A, 480/277V-3ɸ 4W

42KAIC N

G

T-1

112.5KVA DRY TYPE

480V:120/208V 3ɸ-4W

MIN 4.3%Z

M

N G

4"C SCH80 PVC

4"C SCH80 PVC

EV-H

480V 3PH , 62.5KW

LEVEL 3 DC FAST

CHARGER

SITE LIGHTING

EV-2

208V 1PH, 16KW

LEVEL 2

CHARGER

100A 2P

EV-1

208V 1PH, 16KW

LEVEL 2

CHARGER

100A 2P

EV-3

208V 1PH, 16KW

LEVEL 2

CHARGER

100A 2P

EV-4

208V 1PH, 16KW

LEVEL 2

CHARGER

100A 2P

MAIN

400A 3P

100A 3P

175A 3P

MAIN

400A 3P

20A 1P

6 6 6 6 7

1. 4"C - 4#600KCMIL & #1/0G

2. 2-4"C SPARE

3. 2"C - 4#2 & #8G

4. 3#2/0 & #6G (BY MANUFACTURER)

5. 4#600KCMIL & #1/0G (BY MANUFACTURER)

6. 1.5"C - 2#1 & #8G

7. 1"C - 2#10 & #12G

8. 3/4"C - 2#14 & #14G (SHUNT TRIP CONTROLS)

FEEDER SCHEDULE

1. CONTRACTOR TO PROVIDE AND INSTALL 4'X4' PRIMARY VAULT ASSEMBLY

WITH 12" GRADE RING PER CITY OF LOMPOC ELECTRIC UTILITY DIVISION

STANDARD DRAWING #VT-1306. COORDINATE WITH CITY OF LOMPOC

ELECTRIC FOR PROPER VAULT ORIENTATION PRIOR TO INSTALL.

2. CONTRACTOR TO PROVIDE AND INSTALL 72"X94"X6" TRANSFORMER PAD PER

CITY OF LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWINGS #PE-1101

& PE-1131

3. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 48" BELOW TOP GRADE ONE

(1)-4" SCH80 PVC PRIMARY RISER CONDUIT TO EXISTING UTILITY POLE PER

CITY OF LOMPOC ELECTRIC UTILITY DIVISION STANDARD DRAWING #TR-1008 &

#VT-1335. PRIMARY RISER TO BE INSTALLED IN NORTHEAST QUADRANT OF

POLE. CITY TO PROVIDE AND INSTALL 1-4" RIGID CONDUIT AND SWEEP AND

COMPLETE RISER INSTALLATION UP POLE. CONTRACTOR TO COORDINATE

WITH CITY FOR EXCAVATION NEAR UTILITY POLE. USE MINIMUM 3' RADIUS

SWEEPS AT TURNS AS NEEDED

4. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 48" BELOW TOP GRADE ONE

(1)-4" SCH80 PVC PRIMARY CONDUIT PER LOMPOC ELECTRIC UTILITY DIVISION

STANDARD DRAWINGS #TR-1008, #PE-1131 AND #VT-1335. MINIMUM 3' RADIUS

SWEEPS AT TURNS AS NEEDED

5. CITY TO PROVIDE, CONTRACTOR TO PICK UP FROM CITY YARD AND INSTALL (1)

17"X30" H-20 TRAFFIC RATED SECONDARY PULL BOX ASSEMBLY WITH 12"

EXTENSION RING PER CITY OF LOMPOC ELECTRIC UTILITY DIVISION STANDARD

DRAWING #PB-1220

6. CONTRACTOR TO PROVIDE AND INSTALL MINIMUM 36" BELOW TOP GRADE

TWO (2)-4" SCH80 PVC SECONDARY CONDUIT PER LOMPOC ELECTRIC UTILITY

DIVISION STANDARD DRAWINGS #TR-1008, #PE-1131. MINIMUM 3' RADIUS

SWEEPS AT TURNS AS NEEDED

7. PROVIDE SHUNT TRIP EQUIPPED BREAKER WITH 120V SUPPLY. SWITCHBOARD

MFR TO PROVIDE 480:120V CPT IN 480V SECTION FOR SHUNT TRIP SUPPLY

VOLTAGE. WIRE SHUNT TRIP TO DRY CONTACT AT EV-H

8. #6 BARE COPPER GEC TO 10' x 3/4" COPPER GROUND ROD

9. #1/0 BARE COPPER TO REBAR OF HOUSEKEEPING PAD. BOND TO REBAR WITH

EXOTHERMIC WELD.

10. PROVIDE PHOTOCELL CONTROLS

11. PROVIDE BREAKER WITH LOCKING MECHANISM PER NEC 110.25

12. AVAILABLE 3PH SYMMETRICAL FAULT CURRENT AT EQUIPMENT, TYPICAL

REFERENCE NOTES

UGPS

DPH

400A, 480/277V 3ɸ-4W

42KAIC

LOAD SCHEDULE

GENERAL NOTES

1. SERVICE CONDUIT AND CONDUCTORS PROVIDED AND INSTALLED BY

CONTRACTOR PER C.E.C.

2. CONTRACTOR TO SUBMIT PANEL DRAWINGS TO CITY OF LOMPOC ELECTRIC

FOR REVIEW AND APPROVAL PRIOR TO PURCHASE.

3. ELECTRIC SERVICE EQUIPMENT MUST BE INSTALLED TO MEET EUSERC

STANDARDS ACCEPTABLE TO CITY OF LOMPOC.

4. ANY LOCKS RESTRICTING ACCESS TO CITY OF LOMPOC ELECTRIC

METERING MUST BE KEYED TO SCHLAGE LOCK NUMBER C38587.

E3

PANEL SCHEDULE

SINGLE LINE DIAGRAM

ST

(10.2kA)

(8.2kA) (4.9kA) (3.9kA) (3.7kA) (3.5kA)

(5.6kA)

11 11 11 11

PROJECT NUMBER10 2

DESIGNED:

BYDATEREV

SHEET NUMBER

DRAWING NUMBERDRAWN:

CHECKED:

QA/QC:

CONSTRUCTABILITY:

THIS BAR IS 2 INCHES AT FULL

SCALE. IF NOT 2 INCHES, THEN

SCALE ACCORDINGLY.

1/2 CITY OF LOMPOC

123 NORTH H STREET EV CHARGER PARKING LOT CILMP.240425

C :\B ox \P ro je ct s\

C

IL

M P

Lo m po c\

C

IL

M P.

E

V C ha rg in g

Lo t\5

E ng

C

AD

\2

S he et s\

D et ai ls

-C ity

.d w g Th u

.M ar

.2

2:

:3

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