gs\Granite Ridge\Production Drawings\222431_GraniteRidge_co.dwg; Cover Sheet - BCF.ctb
N. WILLOW AVEN E
DSA

ALE
	TABLE OF CONTENTS
	
	SHEET N MBER	SHEET TITLE
	
	GR.C00
	COVER SHEET
	
	GR.C0 
	ACCESS COMPLIANCE PLAN
	
	GR.C 0
	DEMOLITION PLAN
	
	GR.C 0
	SITE PLAN
	
	GR.C     
	SITE PLAN
	
	GR.  0
	DETAILS
	
	GR.  0
	DETAILS

	TOTAL SHEET CO NT:  

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:09pm
	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
GRANITE RIDGE INTERMEDIATE COVER SHEET
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.C00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	

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 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 (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/GR.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/GR.X10]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES PER DETAIL [G/GR.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

PROJECT AREA

INTERNATIONAL AVEN E

NOT TO SC

SITE ADDRESS GRANITE RIDGE INTERMEDIATE

2770 E INTERNATIONAL AVE FRESNO, CA 93730

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 PAVEMENT REMOVAL AND REPLACEMENT, CRACKFILL, SEALCOAT, AND RE-STRIPE EXISTING PARKING LOT.

2.     ACCESSIBILITY UPGRADES INCLUDING ACCESSIBLE PARKING STALLS, SIGNAGE & STRIPING.

APPLICABLE CODES:

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

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

CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALL  ACCEPTED CONSTR CTION PRACTICES 

CONTRACTOR ASS MES SOLE AND COMPLETE RESPONSIBILIT  FOR JOB SITE CONDITIONS D RING THE PERFORMANCE OF WORK  INCL DING SAFET  OF ALL PERSONS AND PROPERT  ON A CONTIN O S
BASIS NOT LIMITED TO NORMAL WORKING HO RS. CONTRACTOR F RTHER AGREES TO DEFEND 

INDEMNIF  AND HOLD HARMLESS BLAIR  CH RCH   FL NN CONS LTING ENGINEERS FROM AN  AND ALL

LIABILIT  REAL OR ALLEGED  IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 

E CEPTING LIABILIT  ARISING FROM THE SOLE NEGLIGENCE OF BLAIR  CH RCH   FL NN CONS LTING ENGINEERS.

gs\Granite Ridge\Production Drawings\222431_GraniteRidge_ac.dwg; ACCESS COMPLIANCE PLAN - BCF.ctb
DSA
FLS	ACS
✔

GENERATOR SUBSTATION ENCLOSURE

BUILDING B	B ILDING LEGEND:

ID	BUILDING USE	DSA APP #

SITE LEGEND:

LIMITS OF WORK

A

LOT 'A'	B

C

D BUILDING C	E

F

G

ACADEMIC / MEDIA / ADMINISTATION

MAINTENANCE

TECHNOLOGY LABS

MULTI-PURPOSE

GYMNASIUM

LOCKER / SHOWER

LOCKER / SHOWER

02-105863	DF

02-105863
M 02-105863

02-105863	W

02-105863	B 02-105863

02-105863	G

1

2

3

EXISTING ACCESSIBLE DRINKING FOUNTAIN PER DSA APP# 02-105863

EXISTING ACCESSIBLE MEN'S RESTROOM PER DSA APP# 02-105863

EXISTING ACCESSIBLE WOMEN'S RESTROOM PER DSA APP# 02-105863

EXISTING ACCESSIBLE BOY'S RESTROOM PER DSA APP# 02-105863

EXISTING ACCESSIBLE GIRL'S RESTROOM PER DSA APP# 02-105863

ACCESSIBLE PARKING STALLS PER THIS APPLICATION

EXISTING ACCESSIBLE PARKING SIGNAGE PER DSA APP# 02-105863

TOW AWAY ENTRY SIGN PER THIS APPLICATION

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:09pm
	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES

ACCESS COMPLIANCE PLAN
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.C0 

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	

4	EXISTING ACCESSIBLE RESTROOMS

BUILDING D	5	EXISTING ACCESSIBLE DRINKING FOUNTAIN

BUILDING F

NOTES:

BUILDING E

LOT 'B'

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. BUILDING A

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

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

3.      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).

PARKING CALC LATIONS

SCALE:	1"=60'	LOT#      DSA APP #

STALLS PROVIDED

ACCESSIBLE STALLS PROVIDED

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

E INTERNATIONAL AVEN E

0 10

A

B

C

30	60	90	120 SCALE IN FEET

PER THIS APPLICATION

PER THIS APPLICATION

02-105863

22	1 TOTAL, 1 VAN

18	2 TOTAL, 1 VAN

371	8 TOTAL, 4 VAN

1 TOTAL, 1 VAN

1 TOTAL, 1 VAN

8 TOTAL, 1 VAN

Drawing: P:\222-0431\Site\productiondrawings\Granite Ridge\Production Drawings\222431_GraniteRidge_de01.dwg; DEMOLITION PLAN - BCF.ctb
Plot by: arodriguez Mar 14, 2023 - 4:09pm
DSA

CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES

DEMOLITION PLAN
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.C 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	       

SEE BOTTOM LEFT FOR CONTINUATION

FLS	ACS
✔
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

CONTRACTOR TO ADJUST SPRINKLER HEADS AND LATERAL LINES AS REQUIRED FOR NEW IMPROVEMENTS

PA

PC

PG

PS

PT

PU

RA

RC

LIMITS OF VEGETATION REMOVAL.

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 GATE TO REMAIN

PROTECT SIGN AND FOOTINGS TO REMAIN

PROTECT TREE

PROTECT UTILITY TO REMAIN

REMOVE ASPHALT CONCRETE STRUCTURAL SECTION.

REMOVE CONCRETE

RS

RV

SC

RELOCATE EXISTING STORAGE CONTAINERS PER OWNER'S DIRECTION PRIOR TO BEGINNING WORK

REMOVE VEGETATION

SAWCUT

LIMIT OF CURB REMOVAL

GENERAL DEMOLITION NOTES: SEE COVER SHEET

LOT 'B'

SCALE:	1"=20'	SCALE:	1"=20'

0      5

SEE TOP RIGHT FOR CONTINUATION

20	40 SCALE IN FEET

0      5                   20                         40 SCALE IN FEET

A	PARKING LOT  B  ENLARGED DEMOLITION PLAN

GR.C 0

B	PARKING LOT  B  ENLARGED DEMOLITION PLAN

GR.C 0

CUSTODIAN
CUSTODIAN
CUSTODIAN
CUSTODIAN
CUSTODIAN
CUSTODIAN
PLT SUPV
DAY LEAD
1
gs\Granite Ridge\Production Drawings\222431_GraniteRidge_si02.dwg; SITE PLAN A - BCF.ctb

DSA
FLS	ACS
✔

	.

	

30' MATCH EXISTING

						

								

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:09pm
	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
GRANITE RIDGE INTERMEDIATE SITE PLAN
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.C 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	

T PICAL CONSTR CTION LEGEND:

A GRX-1

[A/GRX-1]

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF ASPHALTIC CONCRETE PAVEMENT REMOVAL AND REPLACEMENT. ASPHALTIC CONCRETE AND AGGREGATE BASE THICKNESSES TO MATCH EXISTING. SEE [A/GR.X10]

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

REPAIR CRACK PER [H/GR.X10]

LIMITS OF PAINTED CURB

GENERATOR SUBSTATION ENCLOSURE

T PICAL CONSTR CTION KE NOTES: BUILDING B	NEATLY SAW CUT, REMOVE AND REPLACE EXISTING
ASPHALT PAVEMENT STRUCTURAL SECTION

.

9'	9'

18'
18'
NO PARKING

LOT 'A'

(TYP)

9' (TYP)

TEAM
LEADER
GROUNDS
GROUNDS
GROUNDS
GROUNDS
GROUNDS
GROUNDS
CUSTODIAN
17'
(TYP)
(TYP)	.	BUILDING C

STORAGE
CONTAINER
COOK
COOK
COOK
COOK
COOK
FOOD SUPV ONLY
18'
(TYP)
26'
MATCH EXISTING
13'	 9' (TYP)

2

3

4

5

6

7

8

9

10

11

12

13

14

SCALE:	1"=20'	15

16

17

18

CONCRETE CURB PER [I/GR.X10]

ANGLED ACCESSIBLE PARKING STALL. SEE [B/GR.X20] FOR ALL ACCESS REQUIREMENTS

STANDARD ACCESSIBLE PARKING STALL. SEE [A/GR.X20] FOR ALL ACCESS REQUIREMENTS

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF [E/GR.X20]. NO WORK REQUIRED AS PART OF THIS PROJECT.

ACCESSIBLE ENTRY WARNING SIGN PER [D/GR.X20]

MOUNT "MINIMUM FINE $250" SIGN BELOW EXISTING ACCESSIBLE PARKING STALL SIGN PER [C/GR.X20]

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

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

PAINT TOP AND FACE OF CURB BLUE

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

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

PAINT 12" WIDE YELLOW STRIPE TO MATCH EXISTING

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

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

PAINT 4" WIDE WHITE STRIPE

RELOCATE EXISTING STORAGE CONTAINER PER OWNER'S DIRECTION BEFORE BEGINNING WORK

PAINT 18" HIGH WHITE LETTERING "NO PARKING" TO MATCH EXISTING

A	PARKING LOT  A  ENLARGED SITE PLAN

CN.C 0

0      5                   20                         40 SCALE IN FEET

NO PARKING
gs\Granite Ridge\Production Drawings\222431_GraniteRidge_si02.dwg; SITE PLAN B - BCF.ctb
DSA

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:09pm
	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
GRANITE RIDGE INTERMEDIATE SITE PLAN
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0      
SCALE AS NOTED
	GR.C	

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	

SEE BOTTOM LEFT FOR CONTINUATION

FLS	ACS
✔
T PICAL CONSTR CTION LEGEND:

A GRX-1

[A/GRX-1]

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF ASPHALTIC CONCRETE PAVEMENT REMOVAL AND REPLACEMENT. ASPHALTIC CONCRETE AND AGGREGATE BASE THICKNESSES TO MATCH EXISTING. SEE [A/GR.X10]

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

REPAIR CRACK PER [H/GR.X10]

LIMITS OF PAINTED CURB

T PICAL CONSTR CTION KE NOTES:

1 (VAN)

2

CONTRACTOR TO
ADJUST SPRINKLER	3 HEADS AND LATERAL
LINES AS REQUIRED
FOR NEW	4 IMPROVEMENTS

5

6

17'	7 (TYP)

8

9

10

11

12

13

14

(TYP)
15

16

17

18

NEATLY SAW CUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT STRUCTURAL SECTION

CONCRETE CURB PER [I/GR.X10]

ANGLED ACCESSIBLE PARKING STALL. SEE [B/GR.X20] FOR ALL ACCESS REQUIREMENTS

STANDARD ACCESSIBLE PARKING STALL. SEE [A/GR.X20] FOR ALL ACCESS REQUIREMENTS

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF [E/GR.X20]. NO WORK REQUIRED AS PART OF THIS PROJECT.

ACCESSIBLE ENTRY WARNING SIGN PER [D/GR.X20]

MOUNT "MINIMUM FINE $250" SIGN BELOW EXISTING ACCESSIBLE PARKING STALL SIGN PER [C/GR.X20]

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

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

PAINT TOP AND FACE OF CURB BLUE

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

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

PAINT 12" WIDE YELLOW STRIPE TO MATCH EXISTING

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

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

PAINT 4" WIDE WHITE STRIPE

RELOCATE EXISTING STORAGE CONTAINER PER OWNER'S DIRECTION BEFORE BEGINNING WORK

PAINT 18" HIGH WHITE LETTERING "NO PARKING" TO MATCH EXISTING

LOT 'B'

SCALE:	1"=20'	SCALE:	1"=20'

0      5

SEE TOP RIGHT FOR CONTINUATION

20	40 SCALE IN FEET

0      5                   20                         40 SCALE IN FEET

A	PARKING LOT  B  ENLARGED SITE PLAN

GR.C	

B	PARKING LOT  B  ENLARGED SITE PLAN

GR.C	

6"
(TYP)
d/2
d
Drawing: P:\222-0431\Site\productiondrawings\Granite Ridge\Production Drawings\222431_GraniteRidge_dt01.dwg; Details - BCF.ctb
Plot by: arodriguez Mar 14, 2023 - 4:09pm
2" MIN.
3/4"
NOTES:

1.     CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/GR.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

7" AGGREGATE BASE, CLASS 2

SEAL COAT	SOIL STERILANT SEE NOT 2

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

DSA
FLS	ACS
✔
12"		EXISTING 6"	CONCRETE

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

A	ASPHALT CONCRETE PAVEMENT SECTION GR.     0 NOT TO SCALE

B	ADJ ST  TILIT  LID GR.  0 NOT TO SCALE

C	DOWEL BAR DETAIL GR.     0 NOT TO SCALE

PLACE 7" ASPHALTIC CONCRETE, TYPE B, 1/2" MAX. AGGREGATE. SEE SITE PLAN FOR THICKNESS

SEE PLAN

EXISTING PAVEMENT SURFACE

SEAL COAT

EXISTING PAVEMENT SURFACE

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

EXISTING CRACK FILL EXISTING ASPHALT
PAVEMENT SURFACE

PLACE SOIL STERILANT

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 RECOMANDATIOS. CRACKFILL SHALL BE APPLIED UNTIL IT SETTLES FLUSH WITH ADJACENT PAVEMENT SURFACES.

2.

12" COMPACTED SOIL

3.

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.

FOR CRACKS WITH EXISTING CRACK FILL, CLEAN CRACK PER DETAIL [F/GR.X10]

D	ASPHALT CONCRETE PL G GR.     0 NOT TO SCALE

E	CRACK PATCHING DETAIL GR.  0 NOT TO SCALE

F	CRACK FILL CLEANING DETAIL GR.     0 NOT TO SCALE

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.

ALL JOINTS UP TO 1.5"

LAP FIRST TWO LAYERS OF SEAL COAT OVER JOINT

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.

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

REMOVE 18" WIDE PAVEMENT SECTION CENTERED ON CRACK

EXISTING PAVEMENT SURFACE

EXISTING ASPHALT	SEAL COAT PAVEMENT SURFACE

EXISTING CONCRETE SURFACE

EXISTING ASPHALT	SEAL COAT PAVEMENT SURFACE

EXISTING CONCRETE SURFACE

9"	9"

DEMOLITION

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

EXISTING PAVEMENT
SURFACE	18"

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

1/2" RADIUS

NEW ASPHALT
STRUCTURAL SECTION
PER [A/X10]
6"

12"

10"

			

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
GRANITE RIDGE INTERMEDIATE DETAILS
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.	0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	       

PAVEMENT

JOINTS P TO .  WIDE	JOINTS GREATER THAN  .	WIDE

NEW CONSTR CTION

CONCRETE

12" COMPACTED SOIL

G	ASPHALT EDGE CONDITION TREATMENT GR.     0 NOT TO SCALE

H	CRACK REPAIR DETAIL GR.     0 NOT TO SCALE

I	   CONCRETE C RB GR.     0 NOT TO SCALE

Drawing: P:\222-0431\Site\productiondrawings\Granite Ridge\Production Drawings\222431_GraniteRidge_dt02.dwg; DETAILS - BCF.ctb
Plot by: arodriguez Mar 14, 2023 - 4:09pm
MIN.
3'
36"
18"
MIN.
DSA
FLS	ACS
✔

4"

6'-8" MIN. CLEAR

					
3' MIN.

8"
		
3"
			
3

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
GRANITE RIDGE INTERMEDIATE DETAILS
	CONST. DOC MENTS
	
				DR. B :         AH	
CH. B : 	JF	
DATE:        0	0        
SCALE AS NOTED
	GR.	0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121175 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  SE ONL 
	
DSA APP  0	       

ACCESSIBLE PARKING STALL SIGN PER DETAIL [E/GR.X20] PROVIDE VAN STALL SIGNAGE WHERE NOTED ON THE SITE PLAN, TYPICAL AT ALL ACCESSIBLE STALLS. SEE NOTE 7.

ACCESSIBLE PARKING STALL SIGN PER DETAIL [E/GR.X20] SEE SITE PLAN FOR ACTUAL LOCATION

4" WIDE BLUE STRIPE

4" WIDE BLUE PARKING STRIPE

NOTES:

9' MIN. SEE NOTE 1

18' MIN.
SEE NOTE 3
36"

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER
DETAIL [F/GR.X20]. SEE NOTE 4

5' OR 8' SEE NOTE 2

STANDARD STALL

9' MIN. SEE NOTE 1

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

4" WIDE BLUE BORDER

1'
WHITE LETTERING

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.

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'. 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.

WHITE WORDING

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER
DETAIL [F/GR.X20]. SEE NOTE 4

A	ACCESSIBLE PARKING STALL DETAIL GR.  0 NOT TO SCALE

B	ANGLED ACCESSIBLE PARKING STALL DETAIL GR.  0 NOT TO SCALE

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."

12" MIN.

14"
MIN.
7"
GALV. STEEL POST CAP

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

SIGN 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.

PARKING STALL

36"

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

12" MIN.

2" SCH 40 GALV STEEL POST

FINISHED CONCRETE OR GROUND SURFACE

NOTE:

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

36"
2-1/2" WIDE STROKE WHITE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY

18 GA ALUMINUM WITH FIELD OF BLUE
AND 1/2" WHITE                                                                                FINISH BORDER                                                                                            GRADE

9"
MIN.
1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

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

12" CONCRETE PER	MIN. SPECIFICATIONS

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

BOTTOM OF STALL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

C	MINIM M FINE 	0 SIGN GR.     0 NOT TO SCALE

D	ENTR  SIGN GR.  0 NOT TO SCALE

E	ACCESSIBLE PARKING STALL SIGNAGE GR.     0 NOT TO SCALE

F	ACCESSIBLE S MBOL GR.     0 NOT TO SCALE