NORTH
ARMSTRONG
AVENUE
ductiondrawings\Mickey Cox\Production Drawings\222431_Mickey Cox_cover.dwg; COVER SHEET - BCF.ctb
DSA

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 15, 2023 - 5:16pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
MICKEY COX ELEMENTARY COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	MC.C00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121178 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
DSA APP # 02-121178

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/MC.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/MC.X10]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES PER DETAIL [E/MC.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

SIERRA	AVENUE

NOT TO SCALE

SITE ADDRESS 2191 SIERRA AVENUE

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 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

TABLE OF CONTENTS

SHEET NUMBER	SHEET TITLE

MC.C00
	COVER SHEET
	
MC.C01
	ACCESS COMPLIANCE PLAN
	
MC.C30
	SITE PLAN
	
MC.X10
	DETAILS

TOTAL SHEET COUNT: 4

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.

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ductiondrawings\Mickey Cox\Production Drawings\222431_MickeyCox_ac.dwg; Access Compliance Plan - BCF.ctb
MIN.
A
8%
MAX
3'
TOP OF RAMP
R
O
U
N
D
E
D
CURB
TURF
FLS	ACS
✔

DSA

M
	
W

U

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 15, 2023 - 5:17pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
MICKEY COX ELEMENTARY ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	MC.C01

				

							

					

						

LOT 'A'

	

3

ONLY

									

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121178 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
DSA APP # 02-121178

PARKING CALCULATIONS:

LOT#

A

DSA APP #

02-114555, 02-118337

TOTAL STALLS PROVIDED (INCLUDES ACCESSIBLE STALLS)

68

ACCESSIBLE STALLS PROVIDED

5 TOTAL (3 VAN)

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

3 TOTAL (1 VAN)

P28

BUILDING LEGEND:	SITE LEGEND:

BLDG R

BUILDING P25	C

P24

ID	BUILDING USE

A	CLASSROOMS

B	CLASSROOMS

C	KINDERGARTEN

D	LMC

E	MPR/ADMIN

R	SNACK BAR

P24	PORTABLE

P25	PORTABLE

P28	PORTABLE

P29	PORTABLE

P30	PORTABLE

A

DSA APP #

42430, 02-106879, 02-109980, 02-114555	U 42430, 02-106879, 02-109980, 02-114555
42430, 02-106879, 02-109980	M

42430, 02-106879, 02-109980, 02-114555	W

42430, 02-106879, 02-109980, 02-114555

42430, 02-109980, 02-114555	B

50209, 02-109980, 02-114555	G

50209, 02-109980, 02-114555
DF 101420, 02-109980, 02-114555

68134, 02-109980, 02-114555	1

65409, 02-109980, 02-114555

2

3

4

5

6

7

LIMITS OF WORK

EXISTING ACCESSIBLE UNISEX RESTROOM

EXISTING ACCESSIBLE MEN'S RESTROOM

EXISTING ACCESSIBLE WOMEN'S RESTROOM

EXISTING ACCESSIBLE BOY'S RESTROOM

EXISTING ACCESSIBLE GIRL'S RESTROOM

EXISTING ACCESSIBLE DRINKING FOUNTAIN

EXISTING ACCESSIBLE PARKING STALLS AND SIGNAGE PER DSA APP # 02-118337

EXISTING ACCESSIBLE PARKING STALLS AND SIGNAGE PER DSA APP # 02-114555

EXISTING ENTRY TOW AWAY SIGN PER DSA APP# 02-118337

EXISTING ACCESSIBLE RESTROOMS PER DSA APP # 02-109980

EXISTING ACCESSIBLE DRINKING FOUNTAIN PER DSA APP #02-109980

ACCESSIBLE CURB RAMP PER PER DSA APP# 02-118337

ACCESSIBLE CURB RAMP THAT MEETS THE MINIMUM REQUIREMENTS OF [A/MC-01]

BUILDING B

BUILDING A

VERTICAL CURB

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

5

B

4	DF

G

ADMIN. BUILDING E

BUILDING D

4

2.     LANDINGS AT THE TOP AND BOTTOM TURF	OF ACCESSIBLE RAMPS SHALL NOT

EXCEED 2% IN ANY DIRECTION.

6"
D
I
R
E
C
T
L
Y
A
D
J
A
C
E
N
T
T
O
A
N
D
W
I
A
R
N
I
N
G
S
P
E
R
[J/MCX-1]
W EXISTING DETECTABLE	3.     GUTTERS AND ROAD SURFACESTHIN 2 FEET OF A CURB RAMP MAY HAVE A COUNTER SLOPE NOT EXCEEDING 5%.
EXISTING

CONCRETE	CURB LIP FLUSH

7'
WITH ADJACENT	CURB FLUSH WITH LIP PAVEMENT                                                        AND ADJACENT
ADJACENT	PAVEMENT DEPRESS	SURFACE,
CONCRETE	SEE NOTE 3 CURB

PLAN
A
SECTION A-A EXISTING RAMP SECTION

MC.C01 NOT TO SCALE

NOTES:

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.

NO
PARKING
2

2

6

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".

OFF
6	NO PARKING
1	2	7

SCALE:	1"=40'

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).

SIERRA	AVE

0     10 20           40                         80 SCALE IN FEET

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ductiondrawings\Mickey Cox\Production Drawings\222431_Mickey Cox_si01.dwg; Site Plan - BCF.ctb

DSA
FLS	ACS
✔

Drawing: \\bcffs05\Project\222-0431\Site\pro Plot by: jfelix Mar 15, 2023 - 5:17pm
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
MICKEY COX ELEMENTARY
SITE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	MC.C30

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121178 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
DSA APP # 02-121178

CONSTRUCTION LEGEND:

A

[A/MC.X10]

1

2

3

4

5

6

7

8

9

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

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

CRACKFILL PER [F/MC.X10] AND APPLY SEAL COAT PER THE PROJECT SPECIFICATIONS

LIMITS OF PAINTED CURB

NEATLY SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT STRUCTURAL SECTION

PAINT 4" WIDE WHITE STRIPE

PAINT DIRECTION ARROW WHITE PER [H/MC.X10]

PAINT TOP AND FACE OF CURB YELLOW.

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

REMOVE AND SALVAGE EXISTING WHEELSTOPS FOR RE-INSTALLATION. REINSTALL AFTER SEAL COAT APPLICATION PER [I/MC.X10]

PAINT 24" HIGH WHITE LETTERING 'ENTRY ONLY' TO MATCH EXISTING

PAINT 24" HIGH WHITE LETTERING 'EXIT ONLY' TO MATCH EXISTING

PAINT 12" HIGH WHITE LETTERING 'STUDENT DROP OFF' TO MATCH EXISTING

P=TC-0.42 P=TC-0.33

P=TC-0.42

AC=TC-0.54

9'	AC=TC-0.54 (TYP)

P=TC-0.54

18'
SCALE:	1"=20'

AC=TC-.58

EXIT

ONLY

ENTRY ONLY

0      5

SIERRA	AVE

20	40 SCALE IN FEET

6"
(TYP)
d/2
d
Drawing: \\bcffs05\Project\222-0431\Site\productiondrawings\Mickey Cox\Production Drawings\222431_Mickey Cox_dt01.dwg; DETAILS - BCF.ctb
Plot by: jfelix Mar 15, 2023 - 5:17pm
2" MIN.
3/4"
5" (MIN)
5-1/2" (MAX)
2-1/2"

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2023 PAVEMENT REHABILITATION VARIOUS SITES
MICKEY COX ELEMENTARY DETAILS
	CONST. DOCUMENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        01/21/2023 
SCALE AS NOTED
	MC.X10

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-121178 INC: REVIEWED FOR
SS              DIVISION OF THE STATE ARCHITECT D E P A R T M E N T O F G E N E R A L S E R V I C E S
DATE:	03/16/2023	

FOR DSA USE ONLY
	
DSA APP # 02-121178

NOTES:

1.     CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/MC.X10] FOR SMALL AREAS OF PAVEMENT REPLACEMENT
DSA
2.     SEAL COAT IS ONLY APPLIED TO NEW PAVEMENT WHEN IT IS ADJACENT TO EXISTING PAVEMENT THAT IS RECEIVING A SEAL COAT

SEAL COAT SEE NOTE 2

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

7" AGGREGATE BASE, CLASS 2

SOIL STERILANT

FINISHED GRADE

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

FRAME AND COVER TO FINISHED GRADE

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

6"
FINISHED GRADE

12"		EXISTING 6"	CONCRETE

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

SEE PLAN

EXISTING PAVEMENT SURFACE

FLS	ACS
✔
EXISTING PAVEMENT SURFACE

CONCRETE	6" COLLAR                (TYP)

12" COMPACTED SOIL

POUR CONCRETE TO PROVIDE SMOOTH SURFACE FOR SETTING FRAME

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

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

PLACE SOIL STERILANT

12" COMPACTED SOIL

A	ASPHALT CONCRETE PAVEMENT SECTION MC.X10 NOT TO SCALE

B	ADJUST UTILITY LID MC.X10 NOT TO SCALE

C	DOWEL BAR DETAIL MC.X10 NOT TO SCALE

D	ASPHALT CONCRETE PLUG MC.X10 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.

EXISTING ASPHALT	SEAL COAT PAVEMENT SURFACE

ALL JOINTS UP TO 1.5"

LAP FIRST TWO LAYERS OF SEAL COAT OVER JOINT

EXISTING CONCRETE SURFACE

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.

EXISTING ASPHALT	SEAL COAT PAVEMENT SURFACE

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

EXISTING CONCRETE 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

MECHANICALLY REMOVE ALL EXISTING CRACK FILL FROM THE EXISTING ASPHALT PAVEMENT SURFACE AND INSIDE THE CRACK. FILL THE CRACK PER [F/MC.X10]

EXISTING ASPHALT	EXISTING CRACK FILL PAVEMENT SURFACE

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

DEPRESSION IN PAVEMENT

CLEAN EXISTING PAVEMENT SURFACE AND PLACE ASPHALTIC BINDER

NOTES:

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.

JOINTS UP TO 1.5" WIDE	JOINTS GREATER THAN 1.5" WIDE
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 [G/MC.X10]

E	ASPHALT EDGE CONDITION TREATMENT MC.X10 NOT TO SCALE

F	CRACK PATCHING DETAIL MC.X10 NOT TO SCALE

G	CRACK FILL CLEANING DETAIL MC.X10 NOT TO SCALE

FACE OF CURB OR EDGE OF SIDEWALK

PARKING STALL STRIPE

3'
6'	3'-6" MIN.

SOLID PAINTED AREA (WHITE PAINT)

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

PRECAST CONCRETE WHEELSTOP

8'
3'-6" MIN.
6' MIN.
6"	9"		A	9" 3' (MIN) - 4' (MAX)

2'-6" MIN.
PLAN VIEW

1'	1' (TYP)

1/2"X12" REBAR ANCHOR EMBEDDED INTO PAVEMENT

PAVEMENT SURFACE

1'-6" MIN.	1'

2-1/2"

1/2" RADIUS CORNER (TYP)

12"
PRECAST CONCRETE WHEELSTOP

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

1' x 1' GRID SHOWN FOR LAYOUT PURPOSES ONLY

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

SECTION A-A

H	DIRECTIONAL ARROWS MC.X10 NOT TO SCALE

I	DETAIL OF TYPICAL WHEELSTOP MC.X10 NOT TO SCALE