ngs\Communty Day\221288_CD_cover.dwg; Layout1 - BCF.ctb
m
3
DSA

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 04, 2022 - 8:58a
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

GENERAL SITE NOTES:	GENERAL 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.

FLS	ACS
✔
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.

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).

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:

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.

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 MOST CURRENT CALIFORNIA BUILDING CODE (CBC).

6.     CHANGES 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 (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 [E/CDX-1] 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 [F/CDX-1]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES PER DETAIL [G/CDX-2]

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.	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.

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

6.	 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.

7.	REMOVE ALL WHEELSTOPS PRIOR TO SEAL COAT APPLICATION.

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.

DAVID E. COOK WAY

NOT TO SCALE

PROJECT AREA(S)

SITE ADDRESS 1715 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.      PARTIAL ASPHALT CONCRETE REMOVAL AND REPLACEMENT, CRACKFILL, SEALCOAT, AND RE-STRIPE EXISTING PARKING LOT AND PLAYCOURT.

2.     ACCESSIBILITY UPGRADES INCLUDING A NEW FLARED CURB RAMP

APPLICABLE CODES:

2019 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

2019 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR

TABLE OF CONTENTS

SHEET NUMBER	SHEET TITLE

CD-00
	COVER SHEET
	
CD-01
	ACCESS COMPLIANCE PLAN
	
CD-20
	DEMOLITION PLAN
	
CD-21
	DEMOLITION PLAN
	
CD-30
	SITE PLAN
	
CD-31
	SITE PLAN
	
CDX-1
	DETAILS
	
CDX-2
	DETAILS

TOTAL SHEET COUNT: 8

Drawing: P:\221-0288\Site\ProductionDrawings\Communty Day\221288_CD_ac.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 04, 2022 - 8:58am

DSA
FLS	ACS
✔

PARKING LOT

2

															

															

																

						

								

	DF

G

	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-01

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

5

SITE LEGEND:

'A'	2	2	LIMITS OF WORK

1	ACCESSIBLE PATH OF TRAVEL 5	6

EXISTING ACCESSIBLE PATH OF TRAVEL

2	2

'P1'	'P2'	'P3'	'P4'

ADMIN BUILDING 'A'

A	A

CD-20       CD-30

U	EXISTING ACCESSIBLE UNISEX RESTROOM PER DSA APP # 02-113303

B	 ACCESSIBLE BOY'S RESTROOM PER DSA APP# 02-113303

G	 ACCESSIBLE GIRL'S RESTROOM PER DSA APP# 02-113303

3

DAVID E. COOK WAY

BUILDING 'C'

DF

'P5'	'P6'	'P7'	'R'	1
B
	G

2

BUILDING	BLDG
'D'	'E'	3

4

5

EXISTING DRINKING FOUNTAIN PER DSA APP # 02-113303

ENTRY TOW AWAY SIGN PER THIS APPLICATION.

ACCESSIBLE PARKING STALLS PER THIS APPLICATION

ACCESSIBLE FLARED CURB RAMP PER THIS APPLICATION

EXISTING ACCESSIBLE RAMP AND HANDRAIL PER DSA APP # 02-113303

EXISTING ACCESSIBLE PARKING SIGNAGE PER DSA APP # 02-113303

'P8'	'P9'	'P10' 'P11'	'P12'	'P13'	6	EXISTING ACCESSIBLE RESTROOMS

4

PROFESSIONAL DEVELOPMENT BUILDING

B

6	NOTES:

BLDG 'B'

WAREHOUSE BUILDING

A	A CD-31       CD-21

BUILDING LEGEND: ID	BUILDING USE

A	ADMINISTRATION BUILDING

B	CLASSROOM/ LAB

DSA APP #

02-113303

02-113303

PARKING CALCULATIONS

TOTAL
PROVIDED
LOT#      DSA APP #            STALLS             ACCESSIBLE STALLS PROVIDED

A	02-109655	109	6 TOTAL, 3 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

5 TOTAL, 1 VAN

1.      DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE PATH-OF-TRAVEL (P.O.T.) IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OF PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NON-COMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS, AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY
NON-COMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NON-CONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

2.      THE ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE PLANS AND HAS FOUND IT TO BE, OR HAS INDICATED ON THE PLANS REMEDIAL WORK WHICH WOULD CAUSE IT TO BE, A BARRIER FREE ACCESSIBLE ROUTE:

1. AT LEAST 48" IN WIDTH; OR AS APPROVED BY CODE.

WITHOUT ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL LEVEL CHANGES EXCEEDING 1/4".

2. WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING SURFACE; WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:48 OR LESS;

3. IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80" ABOVE THE WALKING SURFACE

C	LIBRARY

D	MULTIPURPOSE

R	RESTROOM

P1	PORTABLE

P2	PORTABLE

P3	PORTABLE

P4	PORTABLE

P5	PORTABLE

P6	PORTABLE

P7	PORTABLE

P8	PORTABLE

P9	PORTABLE

P10       PORTABLE

P11       PORTABLE

P12       PORTABLE

02-109655

02-109655

02-113303

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

02-109655

3.

SCALE:	1"=40'

4. IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4" BETWEEN THE HEIGHTS OF 27" AND 80" ABOVE THE WALKING SURFACE.

PASSING SPACES (11B-403.5.3) OF 60"x60" MIN. ARE LOCATED NOT MORE THAN 200' APART. WALKS WITH CONTINUOUS GRADIENTS HAVE 60" IN LENGTH OF LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART. THERE IS NO DROP-OFF OVER 4" AT THE EDGE OF WALK OR LANDING UNLESS IDENTIFIED BY A GUARD, A HANDRAIL, OR WARNING CURB AT LEAST 6" IN HEIGHT ABOVE THE WALK (11B-303.5).

P13       PORTABLE	02-109655

0     10 20           40                         80 SCALE IN FEET

ngs\Communty Day\221288_CD_de01.dwg; Layout1 - BCF.ctb
m

DSA

P

A

	

RW

	

SW

	

SW

	

R

PC
		
RC

													

RT
								
SW

A

R
		SW

SC

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 04, 2022 - 8:59a
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL DEMOLITION PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-20

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

RW	RA

SEE BOTTOM LEFT FOR CONTINUATION
3
FLS	ACS
✔
SC A

PA

RA	SC SC

RA

PC	PC	PC	RA	PC
RA

PA

PC	PC	RA	SC

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

LIMITS OF CONCRETE IMPROVEMENT REMOVAL

LIMITS OF GRIND ASPHALT TO REMOVE EXISTING PAINT

SC	PA

PC

PE

PROTECT EXISTING ASPHALTIC-CONCRETE PAVING TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT EXISTING SPORTS EQUIPMENT TO REMAIN

RA

RG	SW	RA	RC

SC	RC
RG

SC	RT PC

RW SC

REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION

REMOVE EXISTING CONCRETE

GRIND ASPHALT TO REMOVE EXISTING PAINT PER DETAIL [L/ CDX-1]

REMOVE TREE TO A MINIMUM DEPTH OF 3' OR TO THE BOTTOM OF THE ROOTBALL, WHICHEVER IS DEEPER

REMOVE AND DISPOSE OF EXISTING WHEELSTOP

RC

DAVID E. COOK WAY

SC

SW

BUILDING 'C'

SAWCUT

REMOVE EXISTING WHEELSTOPS PRIOR TO SEAL COAT APPLICATION. SALVAGE FOR REINSTALLATION.

REMOVE TREE

SC	SC

SC

RA	RA	PC PA

PA

SEE TOP RIGHT FOR CONTINUATION
RA

PC

SC	SC

RA

PC	SC

ADMIN BUILDING 'A'

'P1'	'P2'	'P3'	'P4'

SCALE:	1"=20'

A	PARKING LOT 'A' ENLARGED DEMOLITION PLAN

CD-20

0      5                   20                         40 SCALE IN FEET

ngs\Communty Day\221288_CD_de01.dwg; Layout2 - BCF.ctb
m

3
DSA
FLS	ACS
✔

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 04, 2022 - 8:59a
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL DEMOLITION PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-21

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

DEMOLITION LEGEND:

'P9'	'P10'

PC

'P12'	'P13'

PA

PC

PE

PF

PC	RA PE

RS

SC

PC	PC

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 PAGE.

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

LIMITS OF CONCRETE IMPROVEMENT REMOVAL

PROTECT EXISTING ASPHALTIC-CONCRETE PAVING TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT EXISTING SPORTS EQUIPMENT TO REMAIN

PROTECT FENCE TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION

STORAGE TO BE RELOCATED BY OWNER PRIOR TO START OF CONSTRUCTION

SAWCUT

BLDG 'B'
PC
PE

PE	PA

PC	PE	PC

PC	PC

SC		PE	PC	PC SC

PC	PA

PE	PE

PE	PE

RS

PF

PC
PE	PC	PE

A	PLAYCOURT ENLARGED DEMOLITION PLAN CD-21

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

20'
20'
Drawing: P:\221-0288\Site\ProductionDrawings\Communty Day\221288_CD_si01.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 04, 2022 - 8:59am

DSA

				

1

	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-30

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

12	13	17

20' (TYP)
FLS	ACS
✔
9'	9'	9'

20'
SEE BOTTOM LEFT FOR CONTINUATION
12		8 9'
(TYP)

1	6		18 8

10
CONSTRUCTION LEGEND:

9' (TYP)

3	17

9'	8'	9'

4 10	10	9'
9'	(TYP) (TYP)

5

A CDX-1

[A/CDX-1]

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF CONCRETE IMPROVEMENTS

LIMITS OF ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER PER DETAIL [A/CDX-1]

CRACKFILL PER DETAIL [C/CDX-1] AND APPLY A SAND SLURRY PER SPECIFICATIONS.

5'

8

18

16

1

6	9		18 14        8

9' (TYP)

LIMITS OF ASPHALT CONCRETE GRIND AND PATCH

1
LIMITS OF DETECTABLE WARNINGS SURFACING

LIMITS OF PAINTED CURB

1	PAINT 4" WIDE WHITE STRIPE 4
2	PAINT 4" WIDE BLUE STRIPE

8'	9'		3 15

13	4

17	5

6

7

8

9

10

11

12

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

PAINT TOP AND FACE OF CURB WHITE

PAINT TOP AND FACE OF CURB RED WITH 4" HIGH LETTERING "FOOD SERVICE" TO MATCH EXISTING

PAINT T 12" HIGH LETTERING "CCDS" TO MATCH EXISTING

PAINT TOP AND FACE OF CURB RED WITH 4" HIGH LETTERING "POLICE" TO MATCH EXISTING

PAINT ACCESS AREA WITH 4" WIDE WHITE BORDER, PAINT INSIDE ACCESS AREA WITH 4" WIDE WHITE DIAGONAL LINES AT 36" O.C.

CONCRETE CURB AND GUTTER PER DETAIL [M/CDX-1]

PAINT DIRECTIONAL ARROW PER DETAIL [G/CDX-1]

NEW ENTRY SIGN MOUNTED TO EXISTING POST PER DETAIL [K/CDX-1]

NEW WHEELSTOP PER DETAIL [I/CDX-1]

10	1	13

RE-INSTALL SALVAGED WHEELSTOPS AFTER SEALCOAT HAS BEEN APPLIED PER DETAIL [I/CDX-1]

8		14	CONCRETE RAMP PER DETAIL [B/CDX-2] 1
15	CONCRETE WALK PER DETAIL [B/CDX-1]

16

17

7

10
18

11

19

PATCH WITH HOT MIX ASPHALT PER DETAIL [L/ CDX-1]

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF DETAIL [J/CDX-1]. NO WORK REQUIRED AS PART OF THIS PROJECT.

ACCESSIBLE PARKING STALL AND ACCESS AISLE. SEE DETAIL [A/ CDX-2] FOR ALL ACCESSIBILITY REQUIREMENTS

PAINT TETHERBALL COURT PER DETAIL [F/CDX-2]

5

'P1'	'P2'	'P3'	'P4'

10

ADMIN BUILDING 'A'

20	PAINT BASKETBALL COURT PER DETAIL [D/CDX-2]

21	PAINT VOLLEYBALL COURT PER DETAIL [E/CDX-2]

SEE TOP RIGHT FOR CONTINUATION
SCALE:	1"=20'

A	PARKING LOT 'A' ENLARGED SITE PLAN

CD-30

0      5                   20                         40 SCALE IN FEET

74'
74'
4'
4'
4'
4'
60'
ngs\Communty Day\221288_CD_si01.dwg; Layout2 - BCF.ctb
m

3
DSA
FLS	ACS
✔

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 04, 2022 - 8:59a
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CD-31

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

'D'

CONSTRUCTION LEGEND:

A CDX-1

[A/CDX-1]

'P8'	'P9'	'P11'	'P12'	'P13'

1

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF CONCRETE IMPROVEMENTS

LIMITS OF ASPHALTIC CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER PER DETAIL [A/CDX-1]

CRACKFILL PER DETAIL [C/CDX-1] AND APPLY A SAND SLURRY PER SPECIFICATIONS.

LIMITS OF ASPHALT CONCRETE GRIND AND PATCH

LIMITS OF DETECTABLE WARNINGS SURFACING

LIMITS OF PAINTED CURB

PAINT 4" WIDE WHITE STRIPE

2

42'	30'
3

4

4'
5

6

7

BLDG	8

9

10

11

12

4'
30'	13

PAINT 4" WIDE BLUE STRIPE

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

PAINT TOP AND FACE OF CURB WHITE

PAINT TOP AND FACE OF CURB RED WITH 4" HIGH LETTERING "FOOD SERVICE" TO MATCH EXISTING

PAINT T 12" HIGH LETTERING "CCDS" TO MATCH EXISTING

PAINT TOP AND FACE OF CURB RED WITH 4" HIGH LETTERING "POLICE" TO MATCH EXISTING

PAINT ACCESS AREA WITH 4" WIDE WHITE BORDER, PAINT INSIDE ACCESS AREA WITH 4" WIDE WHITE DIAGONAL LINES AT 36" O.C.

CONCRETE CURB AND GUTTER PER DETAIL [M/CDX-1]

PAINT DIRECTIONAL ARROW PER DETAIL [G/CDX-1]

NEW ENTRY SIGN MOUNTED TO EXISTING POST PER DETAIL [K/CDX-1]

NEW WHEELSTOP PER DETAIL [I/CDX-1]

RE-INSTALL SALVAGED WHEELSTOPS AFTER SEALCOAT HAS BEEN APPLIED PER DETAIL [I/CDX-1]

14

15

16

17

21

20	18

20	19

CONCRETE RAMP PER DETAIL [B/CDX-2]

CONCRETE WALK PER DETAIL [B/CDX-1]

PATCH WITH HOT MIX ASPHALT PER DETAIL [L/ CDX-1]

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF DETAIL [J/CDX-1]. NO WORK REQUIRED AS PART OF THIS PROJECT.

ACCESSIBLE PARKING STALL AND ACCESS AISLE. SEE DETAIL [A/ CDX-2] FOR ALL ACCESSIBILITY REQUIREMENTS

PAINT TETHERBALL COURT PER DETAIL [F/CDX-2]

LAYOUT STRIPING FROM EXISTING TETHERBALL POST (TYP)

42'	5'	42'

20	PAINT BASKETBALL COURT PER DETAIL [D/CDX-2]

21	PAINT VOLLEYBALL COURT PER DETAIL [E/CDX-2]

A	PLAYCOURT ENLARGED SITE PLAN CD-31

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

Drawing: P:\221-0288\Site\ProductionDrawings\Communty Day\221288_CD_dt01.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 04, 2022 - 9:00am
36"
8'
2-1/2' MIN.
3-1/2' MIN.
6' MIN.
5" (MIN)
5-1/2" (MAX)
2-1/2"
12"
6"
(TYP)
H
3"
3' MIN.
18"
6"
1/8" TO 1/4"
DSA
FLS	ACS

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
COMMUNITY DAY SCHOOL DETAILS
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CDX-1

MBEDDED

				
4"

6'-8" MIN. CLEAR

					
3' MIN.

8"
		
3"
			
3

	

22"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

NEW CONCRETE IMRPOVEMENT

NEW CONCRETE 3/4"	3/4"	IMRPOVEMENT

FLUSH

1/4"	0" TO 1/2" RADIUS

1/4" RADIUS

NEW CONCRETE IMRPOVEMENT

3/16"

✔
H/4

NOTE:

CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/CDX-1] FOR SMALL AREAS OF PAVEMENT REPLACEMENT

3" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE IN TOP LIFT AND 3/4" MAX. AGGREGATE IN BASE LIFTS.

7" AGGREGATE BASE, CLASS 2

3/8" FIBER EXPANSION JOINT MATERIAL AT FULL DEPTH

CONSTRUCTION JOINT	EXPANSION JOINT	WEAKENED PLANE JOINT

SEAL COAT	SOIL STERILANT

12" COMPACTED SOIL

FINISHED GROUND SURFACE

IN PLANTER AREAS = 2"

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

WIDTH VARIES

1/2" RADIUS	CONCRETE	4"

EXISTING CONCRETE OR
PAVEMENT WHEN MATCH	APPLICABLE, SEE

PLAN

6"
4"

F

CDX-1

PATCH FILL CRACKS PER SPECIFICATIONS PRIOR TO PLACING FABRIC AND OVERLAY

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

EXISTING PAVEMENT SURFACE
3/8" OR
	GREATER

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

SEE PLAN

EXISTING PAVEMENT SURFACE

PLACE SOIL STERILANT

EXISTING PAVEMENT SURFACE

12" COMPACTED SOIL

CLEAN EXISTING PAVEMENT SURFACE AND PLACE ASPHALTIC BINDER

DEPRESSION OR CRACKS IN
PAVEMENT	12" COMPACTED SOIL

A	ASPHALT CONCRETE PAVEMENT SECTION CDX-1	NOT TO SCALE

B	CONCRETE SIDEWALK CDX-1	NOT TO SCALE

6'

C CDX-1

3-1/2' MIN.

CRACK PATCHING DETAIL NOT TO SCALE

PARKING STALL

D	ASPHALT CONCRETE PLUG CDX-1	NOT TO SCALE

FACE OF CURB OR EDGE OF SIDEWALK

SOLID PAINTED AREA (WHITE PAINT)

36"

PARKING STALL STRIPE

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

2 EACH 5/8" HOLE FOR
1/2" REBAR	A

3'
PRECAST CONCRETE WHEELSTOP

CONCRETE COLLAR

E

CDX-1

6"

(TYP)	 POUR CONCRETE TO PROVIDE SMOOTH SURFACE FOR SETTING FRAME

ADJUST UTILITY LID NOT TO SCALE

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.

d/2
d
#3 SMOOTH DOWELS AT 12" ON CENTER, CENTERED IN SLAB. CORE HOLE AND APPLY BOND BREAKER INTO EXISTING CONCRETE

F	DOWEL BAR DETAIL CDX-1	NOT TO SCALE

12"	12" (TYP)

12" x 12" GRID SHOWN FOR LAYOUT PURPOSES ONLY

G	DIRECTIONAL ARROWS CDX-1	NOT TO SCALE

1-1/2' MIN.

NOTE:
CALTRANS TYPE IV(L) SHOWN. USE MIRROR IMAGE FOR RIGHT TURN.

H	ACCESSIBLE SYMBOL CDX-1	NOT TO SCALE

BOTTOM OF STALL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

6"	9"		A	9" 3' (MIN) - 4' (MAX)

PLAN VIEW

1/2"X12" REBAR ANCHOR E	2-1/2" INTO PAVEMENT

PAVEMENT SURFACE

1/2" RADIUS CORNER (TYP)

PRECAST CONCRETE WHEELSTOP

12"

14"
7"
GALV. STEEL POST CAP

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

18 GA STEEL 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"

NOTE:

FINISH GRADE

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

SIGN: 17" x 22" x 16 GAUGE METAL. BLACK LETTERING NOT LESS THAN 1" HIGH ON A WHITE BACKGROUND READING:

"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CONTACTING THE CITY OF FRESNO POLICE DEPARTMENT AT (559) 621-7000."

NOTE: RECLAIMED INFORMATION SHALL BE A PERMANENT PART OF THE SIGN

PATCH WITH HOT MIX ASPHALT SO AREA IS FLUSH WITH ADJACENT SURFACE

GRIND PAVEMENT TO A MINIMUM DEPTH OF 1" TO REMOVE EXISTING PAINT. CLEAN PAVEMENT SURFACE AND PLACE ASPHALTIC BINDER

EXISTING PAVEMENT SURFACE

TC=

(SEE PLAN)

IN PLANTER AREAS = 2"	6" IN TURF SOD AREAS = 1/2"
IN TURF SEED AREAS = 0"

12"
CONCRETE

1/2" RADIUS (TYP)	I

G=	CDX-1 (SEE PLAN)

COMPACTED SOIL SUBGRADE

1-1/2"
NEW PAVEMENT

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

SECTION A-A

DETAIL OF TYPICAL WHEELSTOP NOT TO SCALE

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

5' IN LANDSCAPE AREAS, 6'-8" MINIMUM IN PATH OF TRAVEL

POST: 2" SCH. 40 GALVANIZED STEEL POST

8"	NOTE:
SIGN SHALL COMPLY WITH CALIFORNIA ADMINISTRATIVE CODE TITLE 24, PART 2, SECTION 2102.

L	ASPHALT GRIND AND PATCH CDX-1	NOT TO SCALE

10"

M	CONCRETE CURB AND GUTTER CDX-1	NOT TO SCALE

J	ACCESSIBLE PARKING STALL SIGNAGE CDX-1	NOT TO SCALE

K	ENTRY SIGN CDX-1	NOT TO SCALE

Drawing: P:\221-0288\Site\ProductionDrawings\Communty Day\221288_CD_dt02.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 04, 2022 - 9:00am
45°
0.20"
2.3"-2.4" .65" MIN.
1:10
1:10
6'	6'
6" - 8"
60'±
MATCH EXISTING
10'
10'
7'
1'
2" MIN.
2" MIN.
IN THE DIRECTION OF TRAVEL
DSA

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES

DETAILS
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CDX-2

			4" WIDE BLUE STRIPE

9' MIN.
							
NEW WHEELSTOP PER DETAIL [I/CDX-1]. PAINT BLUE TYPICAL

9' MIN.
		
18' MIN. SEE NOTE 3

S

5' OR 8' EE NOTE 2

3'
	3'

															
															
				SEE NOTE 1
													1'
	SEE NOTE 1

4" WIDE WHITE STRIPE 3' O.C. SEE NOTE 7

4" WIDE BLUE BORDER

																					

																				

												

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119790 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:	04/06/2022	

FOR DSA USE ONLY
	
APP # 02-119790

GENERAL NOTES FOR PLAYCOURT STRIPING:

EXISTING ACCESSIBLE PARKING SIGNAGE

1.      ALL COURT LINES ARE TO BE 2" IN WIDTH.

2.     BASKETBALL COURTS SHALL BE STRIPED YELLOW, VOLLEYBALL COURTS SHALL BE STRIPED RED, AND ALL OTHER PLAYCOURTS SHALL BE STRIPED WHITE.

FLS	ACS
✔
3.     ALL GAME COURT DIMENSIONS ARE TO THE INSIDE OF COURT LINES, WITH THE EXCEPTION OF THE CENTERLINES.

4.     CONTRACTOR IS RESPONSIBLE FOR GAME COURT LAYOUTS.

5.     LAYOUT BASKETBALL AND VOLLEYBALL COURTS BASED ON EXISTING GOAL AND NET POSTS. LAYOUT FOURSQUARE AND TETHERBALL GAME COURT STRIPING AS SHOWN ON PLAN.

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER
DETAIL [H/CDX-1], TYPICAL AT ALL ACCESSIBLE STALLS. SEE NOTE 4

MIN.
WHITE LETTERING

STANDARD STALL

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

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

DETECTABLE WARNINGS PER DETAIL [C/CDX-2]

CONCRETE CURB

CURB FLUSH WITH LIP AND ADJACENT
PAVEMENT	TOP OF RAMP ROUNDED

ADJACENT SURFACE, SEE NOTE 3

1
32" THICK CONCRETE

A	SECTION A-A

NOTES:

2%	1.      RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED MAX                                                           8.33%, RAMP CROSS SLOPES SHALL NOT EXCEED 2%.

8.33%
MAX
3'
2.     LANDINGS AT THE TOP AND BOTTOM OF ACCESSIBLE RAMPS SHALL NOT EXCEED 2% IN ANY DIRECTION.

3.     GUTTERS AND ROAD SURFACES DIRECTLY ADJACENT TO AND WITHIN 2 FEET OF A CURB RAMP MAY HAVE A
MAX	MAX	COUNTER SLOPE NOT EXCEEDING 5%.

A                             CURB LIP FLUSH 5'                                          WITH ADJACENT

MIN.	MIN.	PAVEMENT

DEPRESS CONCRETE CURB

PLAN

6.     CONTRACTOR TO CONFIRM THE HEIGHT FROM THE TOP OF ALL BASKETBALL RIMS TO THE SURFACE OF THE NEW FINISHED PAVEMENT IS 9 FEET ±1 INCH. CONTRACTOR TO ADJUST BASKETBALL HOOPS AND BACKBOARDS AS NECESSARY TO ACHIEVE THIS HEIGHT.

NOTES:

1.	THE DETECTABLE WARNING SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A.

2.	WHERE DETECTABLE WARNING SURFACE DOES NOT PROVIDE A 70% CONTRAST WITH ADJACENT WALKING SURFACES, A 1-INCH WIDE MINIMUM VISUALLY CONTRASTING SURFACE SHALL SEPARATE THE DETECTABLE WARNING FROM THE ADJACENT SURFACE.

2.3"-2.4"
3.	THE DOMES SHALL BE MANUFACTURED BY ARMOR TILE INC. OR APPROVED EQUAL.

36"
4.	 ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, CHAPTER 5, ARTICLES 2, 3 AND 4.

0.45"-0.47"

0.90"-0.92"

SECTION
BACK OF CURB OR	PLAN BOTTOM OF RAMP

A	TYPICAL ACCESSIBLE PARKING STALL DETAIL CDX-2	NOT TO SCALE

B	FLARED CURB RAMP CDX-2	NOT TO SCALE

C	DETECTABLE WARNINGS CDX-2	NOT TO SCALE

EXISTING BASKETBALL BACKBOARD, GOAL AND POST.

B

B/2

SEE GENERAL NOTES FOR PLAYCOURT STRIPING ON THIS SHEET

30'±
3'
19'
8"	MATCH EXISTING

CENTER STRIPING ON TETHERBALL POST

20'
28'
3'
6'
A/2
15'
F	TETHERBALL COURT CDX-2	NOT TO SCALE

3'

A
2' OUTSIDE RADIUS

12'

6' OUTSIDE RADIUS

EXISTING VOLLEYBALL NET AND POST

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

EXISTING ASPHALT
3'	PAVEMENT SURFACE

1" AND WIDER

EXISTING CONCRETE SURFACE

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

EXISTING ASPHALT PAVEMENT SURFACE

1/4" TO 1"

EXISTING CONCRETE SURFACE

SEE PLAYCOURT NOTES THIS SHEET

EXISTING VOLLEYBALL NET AND POST

THREE POINT LINE WHERE OCCURS, SEE SITE PLAN

SEE PLAYCOURT STRIPING NOTES THIS SHEET

20'
ONE HALF OF EXISTING LENGTH
JOINTS GREATER THAN 1" WIDE	JOINTS UP TO 1" WIDE

D	BASKETBALL COURT CDX-2	NOT TO SCALE

E	VOLLEYBALL COURT CDX-2	NOT TO SCALE

G	ASPHALT EDGE CONDITION TREATMENT CDX-2	NOT TO SCALE