DR. BY:
CH. BY:
DATE:
2023 PAVEMENT REHABILITATION
       01/21/20
CONST. DOCUMENTS
Drawing: P:\222-0431\Site\productiondrawi
Plot by: JThonephanh Mar 08, 2023 - 3:2
BUCHANAN HIGH SCHOOL
BU.C00
NORTH
MINNEWAWA
AVENUE
1560 N MINNEWAWA AVENUE
PROJECT CONTACTS:
CONSULTING ENGINEERS
PHONE: (559) 326-1400
DSA
FLS	ACS
✔

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.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121176 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
	DSA APP# 02-121176
	
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.

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.

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 (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE
PROJECT.	WEST	TEAGUE	AVENUE 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.

PROJECT AREA

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	SITE ADDRESS APPROXIMATE LOCATIONS. THE EXTENT, LOCATIONS AND SIZES ARE UNKNOWN.
THE CONTRACTOR SHALL POTHOLE TO LOCATE AND VERIFY THE UNDERGROUND
UTILITY LINES PRIOR TO REMOVAL.	CLOVIS, CA 93619
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	OWNER:	CLOVIS UNIFIED SCHOOL DISTRICT REMEDIATED AND DISPOSED OF PER STATE AND EPA REQUIREMENTS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1450 HERNDON AVE
CLOVIS, CA 93611
7.	 REMOVE EXISTING IMPROVEMENTS AS NECESSARY TO CONSTRUCT NEW	NOT TO SCALE	PHONE: (559) 327-9000 IMPROVEMENTS SHOWN ON THESE PLANS.
a)      FOR CONCRETE REMOVAL, REMOVE TO THE NEXT NEAREST TOOLED JOINT	CIVIL ENGINEER:	BLAIR, CHURCH & FLYNN OR EXPANSION JOINT OF IMPROVEMENTS DESIGNATED TO REMAIN.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      451 CLOVIS AVE., SUITE 200
b)      FOR ASPHALTIC PAVEMENT REMOVAL. SAWCUT TO A STRAIGHT, CLEAN EDGE	CLOVIS, CA 93612 AT LOCATIONS INDICATED ON THE PLANS.

SCOPE OF WORK:
1.      PARTIAL ASPHALT PAVEMENT REMOVAL AND REPLACEMENT, CRACKFILL, SEALCOAT, AND RE-STRIPE EXISTING PARKING LOT.

2.     ACCESSIBILITY UPGRADES INCLUDING NEW ACCESSIBLE PARKING SIGNAGE AND STRIPING

APPLICABLE CODES:
2022 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

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

ngs\Buchanan\Production Drawings\222431_Buchanan_co.dwg; COVER SHEET - BCF.ctb 6pm
	TABLE OF CONTENTS
	
	SHEET NUMBER	SHEET TITLE

			
			
	BU.C21
	DEMOLITION PLAN

			

			
	TOTAL SHEET COUNT: 7

CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,	CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT 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	VARIOUS SITES
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,	        AH	
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF BLAIR, CHURCH & FLYNN CONSULTING	         JF	
ENGINEERS.	COVER SHEET	SCALE AS NOTED23 

Drawing: P:\222-0431\Site\productiondrawings\Buchanan\Production Drawings\222431_Buchanan_ac.dwg; ACCESS COMPLIANCE PLAN - BCF.ctb
Plot by: JThonephanh Mar 08, 2023 - 3:26pm
DSA
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP:02-121176 INC: REVIEWED FOR

FLS	ACS
✔
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S

DATE:	03/16/2023	

FOR DSA USE ONLY

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

2023 PAVEMENT REHABILITATION VARIOUS SITES

CONST. DOCUMENTS

DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED

DR. BY:
DATE:
VARIOUS SITES
        AH	
       01/21/20
Drawing: P:\222-0431\Site\productiondrawings\Buchanan\Production Drawings\222431_Buchanan_de01.dwg; DEMOLITION PLAN - BCF.ctb
Plot by: JThonephanh Mar 08, 2023 - 3:27pm
BU.C20
SEE [A/BU.C21] FOR CONTINUATION
PA
RA
DSA
FLS	ACS
✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121176 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
	DSA APP# 02-121176

DEMOLITION LEGEND:
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. SEE DEMOLITION NOTES ON COVER SHEET
LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL
PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PC	PROTECT EXISTING CONCRETE TO REMAIN

PG	PROTECT GATE TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE STRUCTURAL SECTION

SC	SAWCUT

REMOVE AND SALVAGE EXISTING WHEELSTOPS SW	FOR REINSTALLATION AFTER SEALCOAT OR NEW
PAVEMENT HAS BEEN PLACED

GENERAL DEMOLITION NOTES: SEE COVER SHEET

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET
A	PARKING LOT ENLARGED DEMOLITION PLAN BU.C20

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

2023 PAVEMENT REHABILITATION	CONST. DOCUMENTS
BUCHANAN HIGH SCHOOL	CH. BY: 	JF	
DEMOLITION PLAN	SCALE AS NOTED23 

DR. BY:
DATE:
VARIOUS SITES
        AH	
       01/21/20
Drawing: P:\222-0431\Site\productiondrawings\Buchanan\Production Drawings\222431_Buchanan_de01.dwg; DEMOLITION PLAN 2 - BCF.ctb
Plot by: JThonephanh Mar 08, 2023 - 3:27pm
BU.C21
PA
RA
SEE [A/BU.C20] FOR CONTINUATION
DSA
FLS	ACS
✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121176 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
	DSA APP# 02-121176

DEMOLITION LEGEND:
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. SEE DEMOLITION NOTES ON COVER SHEET
LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL
PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PC	PROTECT EXISTING CONCRETE TO REMAIN

PG	PROTECT GATE TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE STRUCTURAL SECTION

SC	SAWCUT

REMOVE AND SALVAGE EXISTING WHEELSTOPS SW	FOR REINSTALLATION AFTER SEALCOAT OR NEW
PAVEMENT HAS BEEN PLACED

GENERAL DEMOLITION NOTES: SEE COVER SHEET

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET
A	PARKING LOT ENLARGED DEMOLITION PLAN BU.C21

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

2023 PAVEMENT REHABILITATION	CONST. DOCUMENTS
BUCHANAN HIGH SCHOOL	CH. BY: 	JF	
DEMOLITION PLAN	SCALE AS NOTED23 

ACTIVITIES
DIRECTOR
ACTIVITIES
ASSISTANT
18'
DR. BY:
VARIOUS SITES
        AH	
Drawing: P:\222-0431\Site\productiondrawings\Buchanan\Production Drawings\222431_Buchanan_si01.dwg; SITE PLAN - BCF.ctb
Plot by: JThonephanh Mar 08, 2023 - 3:28pm
A
BU.X10
3
4
5
6
8
12
13
15
SITE PLAN
SEE [A/BU.C31] FOR CONTINUATION
DSA
FLS	ACS
✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121176 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
	DSA APP# 02-121176

CONSTRUCTION LEGEND:
DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION
[A/BU.X10]	[DETAIL DESIGNATION / SHEET LOCATION]
LIMITS OF ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER [A/BU.X10]

CRACKFILL PER [E/BU.X10] AND APPLY SEAL COAT PER THE PROJECT SPECIFICATIONS

LIMITS OF PAINTED CURB

1	PAINT 4" WIDE WHITE STRIPE

2	PAINT 12" WIDE WHITE STRIPE

PAINT 8' HIGH WHITE LETTERING 'STOP' TO MATCH EXISTING
PAINT 4" HIGH WHITE LETTERING ON FACE OF THE CURB AS NOTED ON SITE PLAN
PAINT 4" WIDE WHITE BORDER WITH 4" WIDE WHITE DIAGONAL LINES AT 3' ON CENTER
STANDARD ACCESSIBLE PARKING STALL. SEE [H/BU.X10] FOR ALL ACCESS REQUIREMENTS
PAINT TOP AND FACE OF CURB RED WITH 4" HIGH 7	LETTERING, "NO PARKING - FIRE LANE" AT 30' MAX.
ON CENTER
PAINT TOP AND FACE OF CURB GREEN WITH 4" HIGH WHITE LETTERING, AS NOTED ON SITE PLAN

9	PAINT 4" TOP AND FACE OF CURB ORANGE

10	PAINT 4" WIDE ORANGE STRIPE

11	PAINT 4" WIDE BLUE STRIPE

INSTALL ACCESSIBLE PARKING SIGNAGE PER [I/BU.X10].
NEATLY SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT STRUCTURAL SECTION
EXISTING ACCESSIBLE PARKING SIGNAGE THAT
14	 MEETS THE MINIMUM REQUIREMENTS OF H/BU.X10]. NO WORK REQUIRED AS A PART OF THIS PROJECT.

REINSTALL SALVAGED WHEELSTOP AFTER SEAL COAT APPLICATION PER [K/BU.X10]

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET
A	PARKING LOT ENLARGED SITE PLAN BU.C30

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

2023 PAVEMENT REHABILITATION	CONST. DOCUMENTS
BUCHANAN HIGH SCHOOL	CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED

18'
(TYP)
18'
(TYP)
Drawing: P:\222-0431\Site\productiondrawings\Buchanan\Production Drawings\222431_Buchanan_si01.dwg; SITE PLAN (2) - BCF.ctb
Plot by: JThonephanh Mar 08, 2023 - 3:28pm
DSA
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP:02-121176 INC: REVIEWED FOR

FLS	ACS
✔
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S

DATE:	03/16/2023	

FOR DSA USE ONLY

DSA APP# 02-121176

CONSTRUCTION LEGEND:

A BU.X10

[A/BU.X10]

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

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

CRACKFILL PER [E/BU.X10] AND APPLY SEAL COAT PER THE PROJECT SPECIFICATIONS

LIMITS OF PAINTED CURB

PAINT 4" WIDE WHITE STRIPE

PAINT 12" WIDE WHITE STRIPE

PAINT 8' HIGH WHITE LETTERING 'STOP' TO MATCH EXISTING

PAINT 4" HIGH WHITE LETTERING ON FACE OF THE CURB AS NOTED ON SITE PLAN

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

STANDARD ACCESSIBLE PARKING STALL. SEE [H/BU.X10] FOR ALL ACCESS REQUIREMENTS

PAINT TOP AND FACE OF CURB RED WITH 4" HIGH LETTERING, "NO PARKING - FIRE LANE" AT 30' MAX. ON CENTER

PAINT TOP AND FACE OF CURB GREEN WITH 4" HIGH WHITE LETTERING, AS NOTED ON SITE PLAN

PAINT 4" TOP AND FACE OF CURB ORANGE

PAINT 4" WIDE ORANGE STRIPE

PAINT 4" WIDE BLUE STRIPE

INSTALL ACCESSIBLE PARKING SIGNAGE PER [I/BU.X10].

NEATLY SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT STRUCTURAL SECTION

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF H/BU.X10]. NO WORK REQUIRED AS A PART OF THIS PROJECT.

REINSTALL SALVAGED WHEELSTOP AFTER SEAL COAT APPLICATION PER [K/BU.X10]

SEE [A/BU.C30] FOR CONTINUATION
SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

2023 PAVEMENT REHABILITATION VARIOUS SITES

CONST. DOCUMENTS

DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED

gs\Buchanan\Production Drawings\222431_Buchanan_dt01.dwg; DETAILS - BCF.ctb
6"
(TYP)
d/2
d
18"
MIN.
CLEAR
36"
1'
36"
SEE NOTE 2
NOTE:

1.      CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN DETAIL BU.X10 FOR SMALL AREAS OF PAVEMENT REPLACEMENT

2.     SEAL COAT IS ONLY APPLIED TO NEW PAVEMENT WHEN IT IS ADJACENT TO EXISTING PAVEMENT THAT IS RECEIVING A SEAL COAT

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

SEAL COAT	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

PLACE 7" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE

SEE PLAN

EXISTING PAVEMENT SURFACE

DSA
FLS	ACS
✔
EXISTING PAVEMENT SURFACE

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

PLACE SOIL STERILANT

12" COMPACTED SOIL

A	ASPHALT CONCRETE PAVEMENT SECTION BU.X10 NOT TO SCALE

B	ADJUST UTILITY LID BU.X10 NOT TO SCALE

C	DOWEL BAR DETAIL BU.X10 NOT TO SCALE

D	ASPHALT CONCRETE PLUG BU.X10 NOT TO SCALE

CRACK IN PAVEMENT UP TO 1.5" WIDE. SEE NOTE 1

CRACK IN PAVEMENT GREATER THAN 1.5" WIDE. SEE NOTE 2

PLACE ASPHALT PATCH TO MATCH GRADE OF ADJACENT PAVEMENT. ASPHALT CONCRETE SHALL BE 3/8" FINE OR SHEET MIX AND CONTRACTOR SHALL COMPACT NEW ASPHALT CONCRETE WITH ROLLER.

3/8" OR	EXISTING PAVEMENT SURFACE
	GREATER

DEPRESSION IN PAVEMENT

CLEAN EXISTING PAVEMENT SURFACE AND PLACE ASPHALTIC BINDER

NOTES:

MECHANICALLY CLEAN OUT JOINT BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES TO A MINIMUM DEPTH OF 2". FILL THE JOINT HOT POUR CRACKFILL UNTIL IT IS FLUSH WITH THE ADJACENT SURFACES.

EXISTING ASPHALT	SEAL COAT PAVEMENT SURFACE

SAND

MECHANICALLY CLEAN OUT JOINT BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES TO A MINIMUM DEPTH OF 2". FILL THE JOINT WITH AN ASPHALT FINES MIX AND COMPACT IT UNTIL IT IS FLUSH WITH THE ADJACENT SURFACES.

ALL JOINTS	LAP FIRST TWO LAYERS OF UP TO 1.5"	SEAL COAT OVER JOINT

EXISTING ASPHALT	SEAL COAT EXISTING CONCRETE	PAVEMENT SURFACE
SURFACE

3/4"
MECHANICALLY CLEAN OUT EXISTING CRACK. IF CRACK DEPTH EXCEEDS 3/4" FILL WITH SAND UP TO 3/4" BELOW THE ASPHALT SURFACE

LAP FIRST TWO LAYERS OF 1.5" AND WIDER	SEAL COAT OVER JOINT

2" MIN.
EXISTING CONCRETE SURFACE

MECHANICALLY REMOVE ALL EXISTING CRACK FILL FROM THE EXISTING ASPHALT PAVEMENT SURFACE AND INSIDE THE CRACK. FILL THE CRACK PER DETAIL [E/BU.X10]

EXISTING CRACK FILL EXISTING ASPHALT
PAVEMENT SURFACE

			

"

				

					

12

					

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 3:52pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
BUCHANAN HIGH SCHOOL DETAILS
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	BU.X10

DED LUSH

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121176 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
DSA APP# 02-121176

1.      FOR CRACKS UP TO 1.5" IN WIDTH, MECHANICALLY CLEAN OUT EXISTING CRACK. IF CRACK DEPTH EXCEEDS 3/4" FILL WITH SAND UP TO 3/4" BELOW THE ASPHALT SURFACE AND FILL WITH HOT POUR CRACK FILL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE MANUFACTURER'S RECOMMENDATIONS. CRACKFILL SHALL BE APPLIED UNTIL IT SETTLES FLUSH WITH ADJACENT PAVEMENT SURFACES.

2.     FOR CRACKS GREATER THAN 1.5" IN WIDTH, MECHANICALLY CLEAN CRACK TO A MINIMUM DEPTH OF 2". FILL THE CRACK AN ASPHALT FINES MIX AND COMPACT IT UNTIL IT IS FLUSH WITH THE EXISTING
ASPHALT SURFACE PRIOR TO SEAL COAT APPLICATION.	JOINTS UP TO 1.5" WIDE	JOINTS GREATER THAN 1.5" WIDE 3.     FOR CRACKS WITH EXISTING CRACK FILL, CLEAN CRACK PER DETAIL [G/BU.X10]

E	CRACK PATCHING DETAIL BU.X10 NOT TO SCALE

F	ASPHALT EDGE CONDITION TREATMENT BU.X10 NOT TO SCALE

G	CRACK FILL CLEANING DETAIL BU.X10 NOT TO SCALE

ACCESSIBLE PARKING STALL SIGN PER DETAIL [I/BU.X10]. PROVIDE VAN STALL SIGNAGE WHERE NOTED ON THE SITE PLAN, TYPICAL AT ALL ACCESSIBLE STALLS. SEE NOTE 7

FACE OF CURB OR EDGE OF SIDEWALK

4" WIDE BLUE STRIPE

9' MIN. SEE NOTE 1

18' MIN.
SEE NOTE 3
36"

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL [J/BU.X10] TYPICAL AT ALL ACCESSIBLE STALLS. SEE NOTE 4.

3'
5' OR 8' SEE NOTE 2

STANDARD STALL

WHEELSTOP (WHEN PRESENT)

9' MIN. SEE NOTE 1

4" WIDE WHITE STRIPE 3' O.C. SEE NOTE 6

4" WIDE BLUE BORDER

MIN.
WHITE LETTERING

NOTES:

1.	 ACCESSIBLE STALLS SHALL BE A MINIMUM OF 9' WIDE. SEE SITE PLAN FOR ACTUAL DIMENSIONS.

2.	 ACCESS AISLES SHALL BE A MINIMUM OF 5', AND 8' WHEN ADJACENT TO A VAN ACCESSIBLE STALL. SEE SITE PLAN FOR LOCATION AND ACTUAL DIMENSIONS.

3.	 ACCESSIBLE STALLS SHALL BE A MINIMUM OF 18' LONG. SEE SITE PLAN FOR ACTUAL DIMENSIONS.

4.	CENTERLINE OF INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6" FROM THE CENTERLINE OF THE STALL, AND THE BOTTOM SHALL BE ALIGNED WITH THE BOTTOM OF THE STALL.

5.	SLOPES AT ACCESSIBLE STALLS AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION.

6.	 PROVIDE BLUE HATCHED LINES WHEN ACCESS AISLE IS STRIPED ON CONCRETE TO COMPLY WITH CBC 11B-502.3.3

7.	REFER TO SITE PLAN TO DETERMINE IF EXISTING ADA COMPLIANT PARKING SIGNAGE EXISTS. IF IT DOES, DO NOT INSTALL NEW SIGNAGE.

14"
MIN.
7"
4"
6'-8" MIN.
3' MIN.
3"
GALV. STEEL POST CAP

12" MIN.

FASTENER: 1/4" DIA. HEX. BOLT W/ LOCK WASHER 1-1/2" FROM TOP AND BOTTOM OF SIGN.

18 GA ALUMINUM WITH FIELD OF BLUE, 1/2" WHITE BORDER, AND WHITE ACCESSIBLE SYMBOL, ALL OF REFLECTIVE SHEETING

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

ADD VAN SIGN WHEN SHOWN ON PLANS, BLUE FIELD, 1/2" WHITE BORDER, AND 1" WHITE LETTERS, ALL OF REFLECTIVE SHEETING. SEE NOTE BELOW.

2" SCH 40 GALV STEEL POST

FINISHED CONCRETE OR GROUND SURFACE

12" MIN.
NOTE:

AS AN ALTERNATE, A SINGLE SIGN INCLUDING BOTH LEGENDS AS SHOWN AT RIGHT MAY BE USED.

CONCRETE PER SPECIFICATIONS

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

PARKING STALL

36"

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

BOTTOM OF STALL

BLUE PAINTED FIELD
(GRID SHOWN ONLY FOR PROPORTIONS)

PARKING STALL STRIPE

2 EACH 5/8" HOLE FOR

1/2" REBAR	A

6"	9"	A

3' (MIN) - 4' (MAX)

PLAN VIEW

12" x #4 REBAR ANCHOR EMBED INTO PAVEMENT, TOP OF BAR F TO TOP OF WHEELSTOP, ±1/2"

5" (MIN)
5-1/2" (MAX)
2-1/2"
PAVEMENT SURFACE

3'
PRECAST CONCRETE WHEELSTOP

9"

2-1/2"

1/2" RADIUS CORNER (TYP)

PRECAST CONCRETE WHEELSTOP

12"
7-1/2" (MIN) 8" (MAX)

SECTION A-A

H	EXISTING ACCESSIBLE PARKING STALL BU.X10 NOT TO SCALE

I	ACCESSIBLE PARKING STALL SIGN BU.X10 NOT TO SCALE

J	ACCESSIBLE SYMBOL BU.X10 NOT TO SCALE

K	DETAIL OF TYPICAL WHEELSTOP BU.X10 NOT TO SCALE