DAVID E. COOK WAY
Drawing: \\bcffs05\Project\222-0431\Site\productiondrawings\David E. Cook\Production Drawings\222431_David Cook_cover.dwg; COVER SHEET - BCF.ctb
Plot by: jfelix Mar 28, 2023 - 2:56pm

GENERAL SITE NOTES:

THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES.

1.	CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO ADA ACCESS COMPLIANCE, INCLUDING ACCESSIBLE PATH OF TRAVEL, CURB RETURNS, PARKING STALL(S) AND UNLOADING AREAS, BARRIER FREE AMENITIES AND/OR OTHER APPLICABLE SITE IMPROVEMENTS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, CALIFORNIA TITLE 24, AND THE CALIFORNIA BUILDING CODE, CURRENT EDITION(S).

GENERAL NOTES:

1.      ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE CONSTRUCTION DRAWINGS, THE CONTRACT SPECIFICATIONS AND, WHERE APPLICABLE, THE CITY STANDARDS AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS.

2.     THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE SCHOOL DISTRICT'S USE OF THE FACILITIES AND OTHER CONTRACTORS WHO MAY BE DOING CONSTRUCTION WITHIN THE PROJECT SITE.

3.     THE CONTRACTOR SHALL CONTACT DISTRICT OFFICIALS FOR DETERMINATION OF DEPTH AND LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION IN THE PROJECT SITE.

FOR DSA USE ONLY

2.	 CONTRACTOR SHALL FIELD VERIFY ALL GRADES AND SLOPES PRIOR TO THE PLACEMENT OF CONCRETE AND/OR PAVEMENT FOR CONFORMANCE WITH ADA ACCESS COMPLIANCE REQUIREMENTS. EXAMPLES OF MINIMUM AND MAXIMUM LIMITS RELATED TO ADA ACCESS COMPLIANCE INCLUDE, BUT ARE NOT LIMITED TO:

4.     BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA, NOTIFY U.S.A. AT 1(800) 642-2444, TWO (2) DAYS PRIOR TO EXCAVATION.

a)	 ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2%

b)	 ACCESSIBLE PATH OF TRAVEL LONGITUDINAL SLOPES SHALL NOT EXCEED 5%

c)	RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33%

5.     ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC).

6.     CHANGE TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY DSA, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

d)	WALKS SHALL NOT HAVE LESS THAN 48 INCHES IN UNOBSTRUCTED WIDTH

e)      ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION

f)      LANDINGS AT THE TOP AND BOTTOM OF ACCESSIBLE RAMPS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION

7.      A "DSA CERTIFIED" CLASS 3 PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY DSA SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR.

8.     A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT	DAVID E. COOK WAY (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE
PROJECT.

g)     GUTTERS AND ROAD SURFACES DIRECTLY ADJACENT TO AND WITHIN 2 FEET OF A CURB RAMP SHALL HAVE A COUNTER SLOPE NOT TO EXCEED 5%

3.	CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES GOVERNING ADA ACCESS COMPLIANCE.

4.	DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.

5.	 ALL FILL MATERIAL USED SHALL BE PLACED IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS. A SOILS COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AS REQUIRED BY THE PROJECT SPECIFICATIONS.

6.	THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES.

7.	THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO START OF ANY WORK.

8.	CONTRACTOR SHALL NOTIFY THE SCHOOL DISTRICT TO TURN OFF IRRIGATION A MINIMUM OF 2 DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL COORDINATE WITH THE SCHOOL DISTRICT THROUGHOUT THE COURSE OF THE PROJECT FOR WATERING AND NON-WATERING TIMES. CONTRACTOR SHALL NOTIFY THE DISTRICT AS SOON AS WORK IS COMPLETED TO THE POINT WHERE IRRIGATION SYSTEMS MAY BE TURNED BACK ON.

9.	ENSURE THAT ALL EXISTING STRIPING IS NOT VISIBLE AFTER APPLYING SEAL COAT AND PRIOR TO RESTRIPING AND REPAINTING. OTHERWISE, ADDITIONAL SEAL COAT APPLICATION MAY BE REQUIRED.

10.	 PRIOR TO ACCEPTANCE OF NEW PAVING AND APPLICATION OF SEAL COAT AND/OR STRIPING, THE CONTRACTOR SHALL COMPLETE A WATER TEST OF THE NEW PAVEMENT WITH THE ENGINEER OR RECORD PRESENT TO VERIFY THAT NO LOW SPOTS OR "BIRD BATHS" ARE PRESENT, PER THE PROJECT SPECIFICATIONS.

11.	 LAYOUT ALL PAVEMENT MARKINGS TO MATCH EXISTING UNLESS NOTED OTHERWISE ON PLANS.

12.	PAINT ALL CURBS AND WHEELSTOPS TO MATCH EXISTING WITHIN PROJECT LIMITS, UNLESS SHOWN OTHERWISE ON THE PLANS

13.	 ALL CONCRETE SHALL HAVE WEAKENED PLANE JOINTS AT 10 FEET OR LESS ON CENTER AND ONE HALF INCH PREMOLDED EXPANSION JOINTS AT 30 FEET OR LESS MINIMUM. MATCH EXISTING SCORE PATTERN DIMENSIONS ON ALL CONCRETE WALKS AND PAVEMENT.

14.	NO CONCRETE MAY BE POURED UNTIL ALL FORMS AND REINFORCEMENTS HAVE BEEN REVIEWED AND APPROVED BY THE PROJECT INSPECTOR.

15.	REPLACE ALL DAMAGED TURF AND IRRIGATION FACILITIES RESULTING FROM THE WORK REQUIRED.

16.	 ADJUST ALL UTILITY LIDS TO FINISHED GRADE WITHIN CONSTRUCTION AREA PER DETAIL [B/DE.X10] UNLESS NOTED OTHERWISE. REMOVE AND REPLACE ALL BROKEN OR DAMAGED LIDS AND BOXES. ALL LIDS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED.

17.	 ANY EXISTING UTILITIES AND/OR IMPROVEMENTS WHICH ARE TO REMAIN, THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

18.	 ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

19.	CONTRACTOR TO MATCH EXISTING PAVEMENT GRADE AT ALL NEW PAVEMENT LOCATIONS UNLESS NOTED OTHERWISE ON THE PLANS.

20.	ASPHALT CONCRETE REMOVAL AND REPLACEMENT LIMITS SHOWN ARE APPROXIMATE AND ARE BASED ON PAVEMENT CONDITIONS OBSERVED DURING A PRE-DESIGN SITE REVIEW. ADJUST LOCATIONS AND LIMITS AS REQUIRED BY ACTUAL FIELD CONDITIONS OR AS DIRECTED BY THE ENGINEER.

21.	INSTALL DOWELED CONNECTION AT JOINT OF NEW CONCRETE TO EXISTING CONCRETE PER DETAIL [C/DE.X10]

9.     THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION SHALL BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR
NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CONSTRUCTION CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK (SECTION 4-317(C), PART 1, TITLE 24, CCR).

10. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND EMERGENCY ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

GENERAL DEMOLITION NOTES:

1.	THE "LIMIT OF DEMOLITION" SHOWN IS APPROXIMATE AND IS GENERALLY CONSIDERED TO BE THE MINIMUM REMOVAL REQUIREMENTS. CONTRACTOR MUST COORDINATE AS NOTED IN THE LEGEND.

2.	CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE.

3.	CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY IMPROVEMENTS NOT SPECIFICALLY DESIGNATED FOR REMOVAL.

4.	THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET ARE AT APPROXIMATE LOCATIONS. THE EXTENT, LOCATIONS AND SIZES ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE TO LOCATE AND VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL.

5.	CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND SURVEY MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE RESET BY A CALIFORNIA LICENSED SURVEYOR AND THE APPROPRIATE PAPERWORK FILED WITH THE CITY OR COUNTY, AT CONTRACTOR'S EXPENSE.

6.	 ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE AND EPA REQUIREMENTS.

7.	 REMOVE EXISTING IMPROVEMENTS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS SHOWN ON THESE PLANS.

a)      FOR CONCRETE REMOVAL, REMOVE TO THE NEXT NEAREST TOOLED JOINT OR EXPANSION JOINT OF IMPROVEMENTS DESIGNATED TO REMAIN.

b)      FOR ASPHALTIC PAVEMENT REMOVAL. SAWCUT TO A STRAIGHT, CLEAN EDGE AT LOCATIONS INDICATED ON THE PLANS.

PROJECT AREA

NOT TO SCALE

SITE ADDRESS DAVID E. COOK WAY

CLOVIS, CA 93611

PROJECT CONTACTS:

OWNER:	 CLOVIS UNIFIED SCHOOL DISTRICT 1450 HERNDON AVE
CLOVIS, CA 93611 PHONE: (559) 327-9000

CIVIL ENGINEER:	 BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS 451 CLOVIS AVE., SUITE 200 CLOVIS, CA 93612
PHONE: (559) 326-1400

SCOPE OF WORK:

1.      FULL ASPHALT REMOVAL AND REPLACEMENT AND RE-STRIPE EXISTING ACCESS ROAD

APPLICABLE CODES:

2022 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

2022 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR

	TABLE OF CONTENTS
	
	SHEET NUMBER	SHEET TITLE
	
	DE.C00
	COVER SHEET
	
	DE.C20
	DEMOLITION PLAN
	
	DE.C21
	DEMOLITION PLAN
	
	DE.C30
	SITE PLAN
	
	DE.C31
	SITE PLAN
	
	DE.X10
	DETAILS
	
	DE.X20
	DETAILS

	TOTAL SHEET COUNT: 7

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.C00

CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE PERFORMANCE OF WORK, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, ON A CONTINUOUS BASIS NOT LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS.

SEE BOTTOM LEFT F
ductiondrawings\David E. Cook\Production Drawings\222431_David Cook_de01.dwg; DEMOLITION PLAN - BCF.ctb

FOR DSA USE ONLY

R CON
INUATION

						

RA
			
PU	PU	PC
RA

		

T
	
		PS

PU
PC	RA
PU PU
PG

		

O

BU

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 28, 2023 - 2:56pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY DEMOLITION PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.C20

DEMOLITION LEGEND:

PA

PC	PC

PA

PC

PG

APPROXIMATE LIMIT OF DEMOLITION. THE REMOVAL OF IMPROVEMENTS MUST BE COORDINATED WITH ALL PLAN SHEETS. CONTRACTOR MUST ALSO COORDINATE REMOVAL OF IMPROVEMENTS WITH UTILITY AGENCIES. PROTECT ALL IMPROVEMENTS NOT DESIGNATED FOR REMOVAL.

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT GATE TO REMAIN

PU

PS

RA

RC

PROTECT UTILITY TO REMAIN

PROTECT DROP ROD SLEEVE TO REMAIN

REMOVE ASPHALTIC-CONCRETE STRUCTURAL SECTION

REMOVE CONCRETE

A	ACCESS ROAD ENLARGED DEMOLITION PLAN

DE.C20

GENERAL DEMOLITION NOTES:

SEE COVER SHEET

SEE TOP RIGHT FOR CONTINUATION
PC

PU

PC

RA

PU

RA

S LOADING
RA

SCALE:	1"=30'

B	ACCESS ROAD ENLARGED DEMOLITION PLAN

DE.C20

SEE [A/DE.C21] FOR CONTINUATION
0

10      20      30	60 SCALE IN FEET

ductiondrawings\David E. Cook\Production Drawings\222431_David Cook_de01.dwg; DEMOLITION PLAN (2) - BCF.ctb

SEE [B/DE.C20] FOR CONTINUATION

FOR DSA USE ONLY

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 28, 2023 - 2:56pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY DEMOLITION PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.C21

DEMOLITION LEGEND:

PA

PC

PG

PU

RA

RC

APPROXIMATE LIMIT OF DEMOLITION. THE REMOVAL OF IMPROVEMENTS MUST BE COORDINATED WITH ALL PLAN SHEETS. CONTRACTOR MUST ALSO COORDINATE REMOVAL OF IMPROVEMENTS WITH UTILITY AGENCIES. PROTECT ALL IMPROVEMENTS NOT DESIGNATED FOR REMOVAL.

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT GATE TO REMAIN

PROTECT UTILITY TO REMAIN

REMOVE ASPHALTIC-CONCRETE STRUCTURAL SECTION

REMOVE CONCRETE

GENERAL DEMOLITION NOTES: SEE COVER SHEET

SCALE:	1"=30'

0       10      20      30                         60 SCALE IN FEET

A	ACCESS ROAD ENLARGED DEMOLITION PLAN DE.C21

ductiondrawings\David E. Cook\Production Drawings\222431_David Cook_si01.dwg; SITE PLAN - BCF.ctb

FOR DSA USE ONLY

SEE BOTTOM LEFT FOR CONTINUATION

26'
		
15

13'

		
(TYP)

17

			

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 28, 2023 - 2:57pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.C30

E	F
   DE.X10 	DE.X10

13'
26'
2	CONSTRUCTION LEGEND:

(TYP)	(TYP)	6

12'
25'
15

A (TYP)	DE.X

[A/DE.X]

1

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER [A/DE.X10]

LIMITS OF PAINTED CURB

PAINT 12" WIDE WHITE STRIPE

2

3

4

5

6

7

A         ACCESS ROAD ENLARGED SITE PLAN                                                                                                                                                                                                                                                                                                                                                  8 DE.C30                                                                                                                                                                                                                                                                                                                                                                                                                        9

10

PAINT 8' HIGH WHITE LETTERING "STOP" STRIPING

PAINT 4" WIDE WHITE STRIPE

PAINT 12" WIDE YELLOW STRIPE

PAINT 4" WIDE YELLOW STRIPE

PAINT 4" WIDE BLUE BORDER WITH 4" WIDE BLUE DIAGONAL LINES AT 3' ON CENTER

PAINT 4" WIDE WHITE BORDER WITH 4" WIDE WHITE DIAGONAL LINES AT 3' ON CENTER

PAINT TOP AND FACE CURB BLUE WITH 4" HIGH LETTERING, "15 MIN PARKING" AT 30' MAX. ON CENTER

PAINT TOP AND FACE CURB YELLOW

PAINT TOP AND FACE CURB BLUE

11

12

13

14

15

16

17

G	18
DE.X10	7	H

15'
DE.X10	18 5'

PAINT TOP AND FACE CURB RED

PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY [D/DE.X10]

CONCRETE CURB AND GUTTER PER [L/DE.X10]

PROVIDE GALVANIZED PIPE SLEEVE FOR GATE DROP ROD

RESET EXISTING UTILITY LID AND PROVIDE CONCRETE COLLAR PER [B/DE.X10]

PAINT 24" HIGH WHITE LETTERING

PAINT TOP AND FACE CURB RED WITH 4" HIGH WHITE LETTERING, "BUS LOADING ONLY" AT 30' MAX. ON CENTER

PAINT TOP AND FACE CURB RED WITH 4" HIGH LETTERING, "BUS LOADING ONLY" AT 30' MAX. ON CENTER

SEE TOP RIGHT FOR CONTINUATION
(TYP)		4 15                                                                                       15

(TYP)	9	(TYP)	15

BUS LOADING
J
DE.X10
SCALE:	1"=30'

B	ACCESS ROAD ENLARGED SITE PLAN

DE.C30

SEE [A/DE.C31] FOR CONTINUATION
0

10      20      30	60 SCALE IN FEET

ductiondrawings\David E. Cook\Production Drawings\222431_David Cook_si01.dwg; SITE PLAN (2) - BCF.ctb

SEE [B/DE.C30] FOR CONTINUATION

FOR DSA USE ONLY

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 28, 2023 - 2:57pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.C31

CONSTRUCTION LEGEND:

A DE.X

[A/DE.X]

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER [A/DE.X10]

LIMITS OF PAINTED CURB

PAINT 12" WIDE WHITE STRIPE

PAINT 8' HIGH WHITE LETTERING "STOP" STRIPING

PAINT 4" WIDE WHITE STRIPE

PAINT 12" WIDE YELLOW STRIPE

PAINT 4" WIDE YELLOW STRIPE

PAINT 4" WIDE BLUE BORDER WITH 4" WIDE BLUE DIAGONAL LINES AT 3' ON CENTER

PAINT 4" WIDE WHITE BORDER WITH 4" WIDE WHITE DIAGONAL LINES AT 3' ON CENTER

PAINT TOP AND FACE CURB BLUE WITH 4" HIGH LETTERING, "15 MIN PARKING" AT 30' MAX. ON CENTER

PAINT TOP AND FACE CURB YELLOW

PAINT TOP AND FACE CURB BLUE

PAINT TOP AND FACE CURB RED

PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY [D/DE.X10]

CONCRETE CURB AND GUTTER PER [L/DE.X10]

PROVIDE GALVANIZED PIPE SLEEVE FOR GATE DROP ROD

RESET EXISTING UTILITY LID AND PROVIDE CONCRETE COLLAR PER [B/DE.X10]

PAINT 24" HIGH WHITE LETTERING

PAINT TOP AND FACE CURB RED WITH 4" HIGH WHITE LETTERING, "BUS LOADING ONLY" AT 30' MAX. ON CENTER

PAINT TOP AND FACE CURB RED WITH 4" HIGH LETTERING, "BUS LOADING ONLY" AT 30' MAX. ON CENTER

SCALE:	1"=30'

0       10      20      30                         60 SCALE IN FEET

A	ACCESS ROAD ENLARGED SITE PLAN DE.C31

6"
(TYP)
d/2
d
Drawing: \\bcffs05\Project\222-0431\Site\productiondrawings\David E. Cook\Production Drawings\222431_David Cook_dt01.dwg; DETAILS - BCF.ctb
Plot by: jfelix Mar 28, 2023 - 2:57pm
36"
C
C
12"
1-1/2"
1/8" TO 1/4"

3" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE.

7" AGGREGATE BASE, CLASS 2

SOIL STERILANT

FINISHED GRADE

FOR UTILITY LID ADJUSTMENT IN CONCRETE AREA, COLLAR SHALL BE POURED MONOLITHIC WITH ADJACENT CONCRETE, LEVEL WITH TOP OF UTILITY COVER

FRAME AND COVER TO FINISHED GRADE

FOR UTILITY LID ADJUSTMENT IN TURF OR ASPHALT AREA, COLLAR SHALL BE CONSTRUCTED LEVEL WITH TOP OF UTILITY COVER.

6"
FINISHED GRADE

12"		EXISTING 6"	CONCRETE

2-1/2" WIDE STROKE WHITE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY

PARKING STALL

36"

FOR DSA USE ONLY

CONCRETE	6" COLLAR                (TYP)

12" COMPACTED SOIL

POUR CONCRETE TO PROVIDE SMOOTH SURFACE FOR SETTING FRAME

REMOVE AND SALVAGE EXISTING FRAME AND COVER. ADD OR REMOVE GRADE RINGS, RISER OR CONE AND RECONSTRUCT UTILITY STRUCTURE AS REQUIRED TO ACHIEVE CORRECT COVER ELEVATION.

#3 SMOOTH DOWELS AT 12" ON CENTER, CENTERED IN SLAB. CORE HOLE AND APPLY BOND BREAKER INTO EXISTING CONCRETE

BOTTOM OF STALL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

A	ASPHALT CONCRETE PAVEMENT SECTION DE.X10 NOT TO SCALE

B	ADJUST UTILITY LID DE.X10 NOT TO SCALE

C	DOWEL BAR DETAIL DE.X10 NOT TO SCALE

D	ACCESSIBLE SYMBOL DE.X10 NOT TO SCALE

EXISTING CURB AND GUTTER

C
L

13'

P=EXISTING LIP OF GUTTER

25'

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

EXISTING CURB AND GUTTER

EQ

P=EXISTING LIP OF GUTTER

L

EQ

P=EXISTING LIP OF VALLEY GUTTER

EXISTING VALLEY GUTTER

P=EXISTING LIP OF VALLEY GUTTER

P=EXISTING LIP OF GUTTER

EXISTING CURB AND CONCRETE

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

E	SECTION DE.X10 NOT TO SCALE

F	SECTION DE.X10 NOT TO SCALE

EXISTING VALLEY GUTTER

EXISTING CURB	 P=EXISTING LIP OF VALLEY GUTTER

EQ

P=EXISTING LIP OF VALLEY GUTTER

C
L

EQ

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

EXISTING CURB AND GUTTER

EQ

P=EXISTING LIP OF GUTTER

L

EQ

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

G	SECTION DE.X10 NOT TO SCALE

H	SECTION DE.X10 NOT TO SCALE

C

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
DAVID E. COOK WAY DETAILS
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	DE.X10

EXISTING VALLEY	L 30'	13'	GUTTER

EXISTING CURB AND GUTTER

P=EXISTING LIP OF GUTTER

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

EXISTING CURB                                                               P=EXISTING LIP OF VALLEY GUTTER

EQ

P=EXISTING LIP OF VALLEY GUTTER

EQ

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

I	SECTION DE.X10 NOT TO SCALE

TC=
(SEE PLAN)	6"

J	SECTION DE.X10 NOT TO SCALE

24"

EXISTING CURB AND GUTTER

EQ

P=EXISTING LIP OF GUTTER

C
L

EQ

P=EXISTING LIP OF GUTTER

EXISTING CURB AND GUTTER

IN PLANTER AREAS = 2"
IN TURF SOD AREAS = 1/2" IN TURF SEED AREAS = 0"

1/2" RADIUS TYP.

G=
6"
(SEE PLAN)

12" COMPACTED SOIL

NEW PAVEMENT

ASPHALT PAVEMENT SECTION PER [A/DE.X10]

CONCRETE PER
SPECIFICATIONS	10"	20"

K	SECTION DE.X10 NOT TO SCALE

L	CONCRETE CURB AND GUTTER DE.X10 NOT TO SCALE