POLLASKY
AVENUE
heet - BCF.ctb
DSA

ngs\Sierra Vista\Production Drawings\222431_Sierra Vista_cover.dwg; Cover S m
	TABLE OF CONTENTS
	
	SHEET NUMBER	SHEET TITLE
	
	SV.C00
	COVER SHEET
	
	SV.C0 
	ACCESS COMPLIANCE PLAN
	
	SV.C 0
	SITE PLAN
	
	SV.     0
	DETAILS
	
	SV.     0
	DETAILS
	
	TOTAL SHEET COUNT:  

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:17pm
	
CONSULTANT
	
REF.   REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
SIERRA VISTA ELEMENTARY COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0	0        
SCALE AS NOTED
	SV.C00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121172 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  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	BARSTOW AVENUE (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/SV.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/SV.X10]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES PER DETAIL [F/SV.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 510 BARSTOW AVENUE

CLOVIS, CA 93612

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.

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 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 

E CEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF BLAIR  CHURCH   FLYNN CONSULTING ENGINEERS.

POLLASKY
gs\Sierra Vista\Production Drawings\222431_Sierra Vista_ac.dwg; Access Compliance Plan - BCF.ctb
FLS	ACS
✔

DSA

ILDING  B 

BU

		

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:17pm
	
CONSULTANT
	
REF.   REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
SIERRA VISTA ELEMENTARY ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0	0        
SCALE AS NOTED
	SV.C0 

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121172 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  0	     

PARKING CALCULATIONS

LOT#

A

B

BARSTOW	AVE	C

DSA APP #

02-110826

02-110826

PER THIS APPLICATION

STALLS PROVIDED

41

27

22

ACCESSIBLE STALLS PROVIDED

2 TOTAL, 1 VAN

2 TOTAL, 1 VAN

2 TOTAL, 1 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

2 TOTAL, 1 VAN

2 TOTAL, 1 VAN

1 TOTAL, 1 VAN

SITE LEGEND:

BUILDING LEGEND:

ID	BUILDING USE	DSA APP #

LIMITS OF WORK

M	 ACCESSIBLE MEN'S RESTROOM PER DSA APP # 02-110826

LOT  A 

ADMIN
BUILDING  A 

BUILDING  C 

BUILDING  D 

A	ADMINISTRAION BUILDING

B	MULTI-PURPOSE BUILDING

C	CLASSROOM WING

D	CLASSROOM WING

E	CLASSROOM WING

F	CLASSROOM WING

G	HEALTH CENTER

P1	PORTABLE BUILDING

P2	PORTABLE BUILDING

P3	PORTABLE BUILDING

P4	PORTABLE BUILDING

P5	PORTABLE BUILDING

P6	PORTABLE BUILDING

110826	W

13333; 66965; 23191; 110826

9793; 49293; 23191; 110826	B

9793; 15333; 49293; 110826	G

23191; 66965; 110826

DF 9793; 49293; 110826

02-112285	1

65924
2 54783

63746	3

63746	4 101172

101172	5

ACCESSIBLE WOMEN'S RESTROOM PER DSA APP # 02-110826

ACCESSIBLE BOY'S RESTROOM PER DSA APP # 02-110826

ACCESSIBLE GIRL'S RESTROOM PER DSA APP # 02-110826

EXISTING DRINKING FOUNTAIN PER DSA APP # 02-110826

ENTRY TOW AWAY SIGN PER DSA APP # 02-112285

ACCESSIBLE PARKING STALLS PER THIS APPLICATION

ACCESSIBLE PARKING SIGN PER DSA APP # 02-112285

EXISTING ACCESSIBLE RESTROOMS

EXISTING ACCESSIBLE DRINKING FOUNTAIN

BUILDING  E 

BUILDING  F 

AVE
NO PARKING
NOTES:

P 	P 	P 	P 	P 	P 

LOT  B 

BLDG.

 G 

NO PARKING
NO PARKING
LOT  C 

SCALE:	1"=40'

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

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).

0     10 20           40                         80 SCALE IN FEET

AVE
NO PARKING
NO PARKING
9'
gs\Sierra Vista\Production Drawings\222431_Sierra Vista_si01.dwg; Site Plan - BCF.ctb

DSA
FLS	ACS
✔

		
	19'

		

		

						

							

			18
	'

Drawing: P:\222-0431\Site\productiondrawin Plot by: arodriguez Mar 14, 2023 - 4:17pm
	
CONSULTANT
	
REF.   REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
SIERRA VISTA ELEMENTARY SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0	0        
SCALE AS NOTED
	SV.C 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121172 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  0	     

CONSTRUCTION LEGEND:

A SV.X10

[A/SV.X10]

BLDG.	1

 G 

2

3

4

5

6	1	5

9	6 5	9

7

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

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

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

REPAIR CRACK PER [D/SV.X20]

LIMITS OF PAINTED CURB

NEATLY SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT STRUCTURAL SECTION

PAINT 4" WIDE WHITE STRIPE

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

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

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

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 BLUE.

6	8 10
9

9'
10 3	4

9'
11	11

7

1

(TYP)	LOT  C 

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

PAINT DIRECTION ARROW WHITE PER [B/SV.X20]

PAINT 12" HIGH WHITE LETTERING 'NO PARKING' TO MATCH EXISTING

REMOVE AND SALVAGE EXISTING WHEELSTOPS FOR RE-INSTALLATION. REINSTALL AFTER SEAL COAT APPLICATION PER [C/SV.X20]

POLLASKY
9'
1

2

HC STAFF

9'
HC STAFF

8	SCALE:	1"=20'

HC STAFF

HC STAFF

P=C	1 MATCH        P =TC - 0.50'

P =TC - 0.46'

P =TC - 0.42'

P =TC - 0.42'

P =TC - 0.46'

0      5                   20                         40 SCALE IN FEET

6"
(TYP)
d/2
d
Drawing: P:\222-0431\Site\productiondrawings\Sierra Vista\Production Drawings\222431_Sierra Vista_dt01.dwg; Details - BCF.ctb
Plot by: arodriguez Mar 14, 2023 - 4:17pm

DSA
FLS	ACS
✔

CONSULTANT
	
REF.   REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
SIERRA VISTA ELEMENTARY DETAILS
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0	0        
SCALE AS NOTED
	SV.	0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121172 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  0	

NOTES:

1.	CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/SV.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 SEE NOTE 2

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

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 SV.     0 NOT TO SCALE

B	ADJUST UTILITY LID SV.     0 NOT TO SCALE

C	DOWEL BAR DETAIL SV.     0 NOT TO SCALE

D	ASPHALT CONCRETE PLUG SV.     0 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/SV.X10]

EXISTING CRACK FILL EXISTING ASPHALT
PAVEMENT SURFACE

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 .	WIDE	JOINTS GREATER THAN .	WIDE 3.     FOR CRACKS WITH EXISTING CRACK FILL, CLEAN CRACK PER DETAIL [G/SV.X10]

E	CRACK PATCHING DETAIL SV.     0 NOT TO SCALE

F	ASPHALT EDGE CONDITION TREATMENT SV.     0 NOT TO SCALE

G	CRACK FILL CLEANING DETAIL SV.     0 NOT TO SCALE

8'
2'-6" MIN.
3'-6" MIN.
6' MIN.
1'
MIN.
3'
36"
4"
6'-8" MIN.
Drawing: P:\222-0431\Site\productiondrawings\Sierra Vista\Production Drawings\222431_Sierra Vista_dt01.dwg; Details 2 - BCF.ctb
Plot by: arodriguez Mar 14, 2023 - 4:17pm
DSA

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

FLS	ACS
✔
FACE OF CURB OR EDGE OF SIDEWALK

4" WIDE BLUE STRIPE

9' MIN. SEE NOTE 1

18' MIN.
SEE NOTE 3
36"

5' OR 8' SEE NOTE 2

WHEELSTOP (WHEN PRESENT)

9' MIN. SEE NOTE 1

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

4" WIDE BLUE BORDER

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.

6'	3'-6" MIN.

SOLID PAINTED AREA (WHITE PAINT)

PARKING STALL STRIPE

2 EACH 5/8" HOLE FOR

1/2" REBAR	A

6"	9"	A

3' (MIN) - 4' (MAX)

PLAN VIEW

3'
PRECAST CONCRETE WHEELSTOP

9"

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

1/2"X12" REBAR ANCHOR EMBEDDED INTO PAVEMENT

2-1/2"

1/2" RADIUS CORNER (TYP)

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL [F/SV.X20] TYPICAL AT ALL ACCESSIBLE STALLS. SEE NOTE 4.

WHITE LETTERING

STANDARD STALL

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

1'	1' (TYP)

1' x 1' GRID SHOWN FOR NOTE:	LAYOUT PURPOSES ONLY CALTRANS TYPE IV(L) SHOWN.
USE MIRROR IMAGE FOR RIGHT TURN.

1'-6" MIN.	1'

1' x 1' GRID SHOWN FOR LAYOUT PURPOSES ONLY

PAVEMENT SURFACE	 PRECAST CONCRETE WHEELSTOP

5" (MIN)
5-1/2" (MAX)
2-1/2"
12"
7-1/2" (MIN) 8" (MAX)

SECTION A A

A
A	ECCESSIBLE PARKING STALL SV.     0 NOT TO SCALE

B	DIRECTIONAL ARROWS SV.     0 NOT TO SCALE

C	DETAIL OF TYPICAL WHEELSTOP SV.  0 NOT TO SCALE

REMOVE 18" WIDE PAVEMENT SECTION CENTERED ON CRACK

EXISTING PAVEMENT SURFACE

EXISTING PAVEMENT SURFACE

GALV. STEEL POST CAP

14"
MIN.
7"
9"	9"

DEMOLITION

CLEAR
18"

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.

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

PARKING STALL

36"
36"

18"
MIN.
3' MIN.
NEW ASPHALT
STRUCTURAL SECTION
PER [A/X10]

CONSULTANT
	
REF.   REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
SIERRA VISTA ELEMENTARY DETAILS
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0	0        
SCALE AS NOTED
	SV.	0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121172 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  0	

CONCRETE PER SPECIFICATIONS	BOTTOM OF STALL

3"
NEW CONSTRUCTION

12"

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

BLUE PAINTED FIELD
(GRID SHOWN ONLY FOR PROPORTIONS)

D	CRACK REPAIR DETAIL SV.     0 NOT TO SCALE

E	ACCESSIBLE PARKING STALL SIGN SV.  0 NOT TO SCALE

F	ACCESSIBLE SYMBOL SV.  0 NOT TO SCALE