MILLBROOK
AVENUE
ngs\Clovis West HS\221288_Clovis W_cover.dwg; COVER SHEET - BCF.ctb
am
DSA
FLS	ACS
✔

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 01, 2022 - 10:00
	
CONSULTANT
	
REF. & REV.
	
CLOV
	
IS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

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.

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 [B/CWX-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 [C/CWX-1]

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

TEAGUE AVENUE

NOT TO SCALE

SITE ADDRESS 1070 E TEAGUE AVENUE CLOVIS, CA 93720

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.      ASPHALT CONCRETE REMOVAL AND REPLACEMENT, AND RE-STRIPE EXISTING BASKETBALL COURTS

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

CW-00
	COVER SHEET
	
CW-01
	ACCESS COMPLIANCE PLAN
	
CW-10
	TOPOGRAPHIC LEGEND
	
CW-11
	TOPOGRAPHIC SURVEY
	
CW-20
	DEMOLITION PLAN
	
CW-30
	SITE PLAN
	
CW-40

CWX-1
	GRADING PLAN

DETAILS

TOTAL SHEET COUNT: 8

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.

ngs\Clovis West HS\221288_Clovis W_ac.dwg; Acess Compliance Plan - BCF.ctb
am
FLS	ACS
✔
DSA

Drawing: P:\221-0288\Site\ProductionDrawi Plot by: ahammouda Apr 01, 2022 - 10:01
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-01

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

PARKING CALCULATIONS

PORT-
ABLE	BUILDING M

LOT#      DSA APP #

A

ACCESSIBLE STALLS	STALLS PROVIDED     PROVIDED

50	2 TOTAL, 1 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

2 TOTAL, 1 VAN

BUILDING N

BUILDING S

02-114033,

B	02-111193,	463 02-115395

C	02-118054	305

14 TOTAL, 2 VAN

14 TOTAL, 4 VAN

9 TOTAL, 2 VAN

8 TOTAL, 2 VAN

PORT-ABLE

PORT-ABLE

BUILDING L

BUILDING K

BUILDING LEGEND: ID	BUILDING USE	DSA APP #

A	ADMINISTRATION	37205, 02-80112, 02-101355, 02-111193,

02-112732
BUILDING J	B	CLASSROOMS	37205, 02-80112, 02-101355, 02-111193,

02-113205, 02-116110

SITE LEGEND:

LIMITS OF WORK

ACCESSIBLE PATH OF TRAVEL PER THIS APPLICATION

EXISTING ACCESSIBLE PATH OF TRAVEL

PARKING LOT A

BUILDING C

BUILDING D

BUILDING E

PARKING LOT C

BUILDING H

C	CLASSROOMS

D	LIBRARY

E	CLASSROOMS

F

G	WEST GYM

GE	EAST GYM

H	CAFETERIA

J	CLASSROOMS

L	SHOP

M	CLASSROOMS

N	AUTO SHOP

P	PORTABLES

R	CUSTODIAL

S	CLASSROOMS

37205, 02-80112, 02-101355, 02-112732, 02-111193

62585, 02-101355, 02-111193, 02-113205, 02-116110

37205, 02-80117, 02-1013555, 02-111193

37205

37205, 02-101355, 02-106950, 02-112732, 02-111193

58832, 02-111193, 02-113205, 02-116110

38587, 02-80112, 02-101355, 02-111193

38587, 02-80112, 02-101355, 02-112732, 02-11193

37205, 02-104325, 02-101355, 02-111193

38587, 02-101355, 02-111193

38587, 02-101355, 02-109748

49459, 45809, 49634, 02-101355

38587

58832, 02-101355, 02-111193

M

W

B

G

U

DF

1

2

3

4

5

EXISTING ACCESSIBLE MEN'S RESTROOM PER DSA APP# 02-112732

EXISTING ACCESSIBLE WOMEN'S RESTROOM PER DSA APP# 02-112732

EXISTING ACCESSIBLE BOY'S RESTROOM PER DSA APP# 02-116110

EXISTING ACCESSIBLE GIRL'S RESTROOM PER DSA APP# 02-116110

EXISTING ACCESSIBLE UNISEX RESTROOM PER DSA APP# 02-112732

ACCESSIBLE DRINKING FOUNTAIN PER DSA APP# 02-116110

EXISTING ENTRY TOW-AWAY SIGNS THAT MEETS THE MINIMUM REQUIREMENTS PER DETAIL "A" ON THIS SHEET

ACCESSIBLE PARKING STALLS & SIGNAGE PER DSA APP# 02-115395

EXISTING ACCESSIBLE RESTROOMS

NEW SIGN THAT READS "ENTRY RESTRICTED AND CONTROLLED BY SECURITY PERSONNEL"

EXISTING ACCESSIBLE DRINKING FOUNTAIN

BUILDING B

BUILDING G

BUILDING A	F

BUILDING GE

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:

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

FINISH GRADE

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

A	ENTRY SIGN CW-01 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.

B CW-30

PARKING LOT B

A	A	A	A

CW-11      CW-20      CW-30      CW-40

2.

3.

SCALE:	1"=60'

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.

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      30           60           90          120 SCALE IN FEET

EAST	TEAGUE	AVENUE

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_ts01.dwg; Topo Legend - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:01am

DSA
FLS	ACS
✔

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL TOPOGRAPHIC LEGEND
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-10

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

GENERAL TOPOGRAPHIC SURVEY LEGEND:

(NOT ALL SYMBOLS SHOWN APPEAR ON THE PLANS)	RIES	RIPARIAN EDGE OF STREAM	E	ELECTRICAL METER	TELEPHONE; DIAMETER AS SHOWN	DRAIN TUBE

AB	ABUTMENT

AC	ASPHALTIC CONCRETE

ACE	ASPHALTIC CONCRETE EDGE

AD	ASPHALTIC CONCRETE DIKE

AWT	ALL-WEATHER TRACK

BD	BRIDGE DECK

BFC	BOTTOM FACE OF CURB

BGST	STEPS

BGTR	TOP OF ROOF

BGV	BUILDING VENTS

BOD	BOTTOM OF DITCH

BR	BARRICADE

BRK	BRICK

BW	BARRIER WALL

CB	CATCH BASIN

CDA	CONCRETE DRIVE APPROACH

CE	CONCRETE EDGE

CMP	CORRUGATED METAL PIPE

CON	CONCRETE

COTH	COMMUNICATION TRENCH

CR	CROWN OF ROAD

CRQ	QUARTER CROWN

CS	CONCRETE SLAB

CULV	CULVERT

CW	CONCRETE WALL

DD	DOWN DRAIN

DFL	DITCH FLOWLINE

DWY	DRIVEWAY

ECTH	ELECTRICAL TRENCH

EDR	EDGE OF DIRT ROAD

EGR	EDGE OF GRAVEL ROAD

EOD	EDGE OF OILED DIRT

EP	EDGE OF PAVEMENT

ES	EDGE OF SHOULDER

ET	EDGE OF TRAVELED WAY

FF	FINISH FLOOR

FOTH	FIBER OPTIC TRENCH

GB	GRADE BREAK

GFL	GUTTER FLOWLINE

GRA	GRAVEL SPOT SHOT

GRAE	EDGE OF GRAVEL

GSTH	GAS TRENCH

HDR	WOOD HEADER

HW	HEAD WALL

KR	K-RAIL

LIP	LIP OF GUTTER

LSDE	DECOMPOSED GRANITE EDGE

LSDG	DECOMPOSED GRANITE

LSGC	GROUND COVER

LSGF	GOLF COURSE FAIRWAY

LSGG	GOLF COURSE GREEN

LSGT	GOLF COURSE TEE

LSSA	SAND

LSSP	SLOPE PROTECTION

LSST	GOLF COURSE SAND TRAP

NPTH	NON-POTABLE TRENCH

PA	PATIO

PGTH	PROPANE GAS TRENCH

POS	POINT ON SLOPE

RCP	REINFORCED CONCRETE

RIEL	RIPARIAN EDGE OF LAKE

RIEP	RIPARIAN EDGE OF POND

RIEW	RIPARIAN EDGE OF WETLAND

RIFL	RIPARIAN FLOWLINE

RIMC	RIPARIAN MISC.

RIP	RIP-RAP SLOPE PROTECTION

RK	ROCK

RW	RETAINING WALL

SB	SPEED BUMP

SDCD	STORM DRAIN CROSS DRAIN

SDFL	STORM DRAIN FLOWLINE

SDGR	STORM DRAIN GRATE

SDMG	STORM DRAIN MANHOLE W/ GRATE

SSFL	SEWER FLOWLINE

SDTH	STORM DRAIN TRENCH

SSGT	STORM DRAIN GREASE TRAP

SSST	SEWER TANK (SEPTIC)

SSTH	SEWER TRENCH

SWK	SIDEWALK

SWL	SWALE

T	TURF

TBC	TOP BACK OF CURB

TBW	TOP BACK OF WALK

TF	TOP OF FOOTING

TFC	TOP FACE OF CURB

TFW	TOP FACE OF WALK

TLTH	TELEPHONE TRENCH

TOB	TOP OF BANK

TOE	TOE OF SLOPE

TOP	TOP OF SLOPE

TRDO	TRUNCATED DOMES

TVTH	TV TRENCH

TW	TOP OF WALL

UTH	UNIDENTIFIED TRENCH/SCAR LINE

VGFL	VALLEY GUTTER FLOWLINE

VGR	VALLEY GUTTER

WALBA	BARRIER WALL

WALBW	BLOCK WALL

WALCW	CONCRETE WALL

WALHW	HEAD WALL

WALRW	RETAINING WALL

WALWW	WING WALL

WCR	WHEELCHAIR RAMP

WLPD	WELL PAD

WTTH	WATER TRENCH

WW	WING WALL

EXISTING ELEVATION

ACCENT LIGHT

ALFALFA VALVE

BACKFLOW ASSEMBLY

BASKETBALL GOAL

BLOW-OFF VALVE

BM=BENCHMARK; OR SBM=SITE BENCHMARK

BOLLARD

CLEANOUT

COMMUNICATION PULLBOX

COMMUNICATION VAULT

SURVEY CONTROL MONUMENT

DRINKING FOUNTAIN

DOORSTOP

DRYWELL

ELECTRICAL GROUND

ELECTRICAL CONDUIT

ELECTRICAL PULLBOX

E	ELECTRICAL VAULT LID

GAS ELECTRONIC TESTING STATION

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

FENCE POST

FLAG POLE

GAS LINE; DIAMETER AS SHOWN

GAS REGULATOR

IRRIGATION GATE VALVE

G	GAS METER

GOAL POST

GUY POLE

GRATE; DIAMETER AS SHOWN

GATE STOP

GAS RISER

GAS VALVE

GROUNDING ROD

GUY WIRE

HOSE BIBB

HANDRAIL

IRRIGATION CONTROLLER

I	IRRIGATION DISTRICT MANHOLE

IRRIGATION REMOTE CONTROL VALVE

IRRIGATION SPLICE BOX

IN-GROUND HOSE BIBB

IRON PIPE

JOINT UTILITY POLE

LIGHT POLE

MAIL BOX

MH	MANHOLE

MANUAL IRRIGATION VALVE

PULLBOX

POST INDICATOR VALVE

UTILITY STUB

PARKING METER

POST; DIAMETER AS SHOWN

POWER POLE

PVC PIPE; DIAMETER AS SHOWN

QUICK COUPLER VALVE

ROOF DRAIN

ROOF DRAIN UNDERGROUND

ROOF SUPPORT

STADIUM LIGHT POLE

D	STORM DRAIN MANHOLE

SIGN

SIGNAL LIGHT PUSH BUTTON

STREET LIGHT

PIPE SLEEVE; DIAMETER AS SHOWN

SLOPE

STREET LIGHT PULLBOX

PIPE SLEEVE; DIAMETER AS SHOWN

S	SEWER MANHOLE

SERVICE POLE

SIGNAL PULLBOX

SPRINKLER

STEEL POST; DIAMETER AS SHOWN

SAND SEPARATOR; SIZE AS NOTED

STAND PIPE; DIAMETER AS NOTED

TREE STUMP; DIAMETER AS SHOWN

SURVEY MONUMENT WELL

TELEPHONE MANHOLE

TENNIS NET POLE

TELEPHONE POLE

TELEPHONE PULLBOX

TELEVISION PULLBOX

TREE; SPREAD SHOWN GRAPHICALLY AND TRUNK DIAMETER AS SHOWN

PALM TREE; SPREAD SHOWN GRAPHICALLY

TELEPHONE SPLICE BOX

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL PULLBOX

UTILITY POLE

VACUUM BREAKER

VOLLEYBALL NET POST

VENT PIPE; DIAMETER AS SHOWN

WELL

W	WATER METER

WELL PUMP

CIRCULAR WOOD POST; DIAMETER AS SHOWN

SQUARE WOOD POST; SIZE AS SHOWN

WATER LINE; DIAMETER AS SHOWN

WATER VALVE

ASPHALT PAVEMENT

CONCRETE BLOCK WALL

BUILDING

CONCRETE

DETECTABLE WARNINGS

DG OR GRAVEL

CHAIN LINK FENCE

CHAIN LINK ROLL GATE

EDGE OF ASPHALT PAVEMENT

WOOD FENCE

DIRECTION OF FLOW

UNDERGROUND ELECTRIC

GAS LINE; SIZE AS NOTED

OVERHEAD TELEPHONE

STORM DRAIN LINE; SIZE AS NOTED

SEWER LINE; SIZE AS NOTED

UNDERGROUND TELEPHONE

WATER LINE; SIZE AS NOTED

AGRICULTURAL IRRIGATION LINE; SIZE AS NOTED

AIR LINE; SIZE AS NOTED

COMMUNICATION LINE

MAJOR GRADE CONTOUR LINE

MINOR GRADE CONTOUR LINE

CHILLED WATER LINE; SIZE AS NOTED

CHILLED WATER RETURN LINE; SIZE AS NOTED

CHILLED WATER SUPPLY LINE; SIZE AS NOTED

LIMIT OF DIRT

LIMIT OF TURF

DRAIN LINE; SIZE AS NOTED

EMERGENCY MANAGEMENT SYSTEM

FIRE ALARM LINE

FIRE LINE; SIZE AS NOTED

FIBER OPTIC LINE

HOT WATER LINE; SIZE AS NOTED

HOT WATER RETURN LINE; SIZE AS NOTED

HOT WATER SUPPLY LINE; SIZE AS NOTED

HYDRAULIC LINE

IRRIGATION DISTRICT; SIZE AS NOTED

IRON FENCE

IRRIGATION MAIN LINE; SIZE AS NOTED

IRRIGATION LATERAL LINE; SIZE AS NOTED

INTELLIGENT TRAFFIC SYSTEM

JOINTLY TRENCHED UTILITIES

OVERHEAD COMMUNICATIONS LINE

OVERHEAD ELECTRIC LINE

OVERHEAD ELECTRIC AND COMMUNICATION LINE

OVERHEAD ELECTRIC AND TELEPHONE LINE

OVERHEAD ELECTRIC AND TELEVISION LINE

OVERHEAD ELECTRIC, TELEVISION AND TELEPHONE LINE

OVERHEAD TRAFFIC SIGNAL LINE

OVERHEAD TELEVISION LINE

OVERHEAD UTILITY LINE

PETROLEUM LINE; SIZE AS NOTED

RECYCLED WATER IRRIGATION LINE; SIZE AS NOTED

SEWER AND STORM DRAIN LINE; SIZE AS NOTED

SEWER FORCE MAIN; SIZE AS NOTED

STEAM LINE; SIZE AS NOTED

TRAFFIC FIBER OPTIC LINE

TRAFFIC SIGNAL LINE

TELEVISION LINE

UNKNOWN UTILITY LINE

WIRE FENCE

PROPERTY LINE

CITY LIMIT

EASEMENT 1

EASEMENT 2

RIGHT-OF-WAY LINE

RIGHT-OF-WAY CENTER LINE

SETBACK LINE

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_ts02.dwg; Topographic Survey - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:01am

DSA
FLS	ACS
✔

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL TOPOGRAPHIC SURVEY
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-11

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

NOTE:

THIS TOPOGRAPHIC SURVEY LOCATES SPECIFIC PHYSICAL FEATURES OF THE SITE AND THEIR ELEVATION AS DETERMINED NECESSARY BY THE PROJECT ENGINEER. IT IS NOT A COMPLETE TOPOGRAPHIC SURVEY OF THE SITE. THE INFORMATION SHOWN REFLECTS THE DATA OBTAINED BY FIELD SURVEY CONDUCTED ON OCTOBER 30, 2021.

SITE BENCHMARK:

CHISELED CROSS ON MOWSTRIP, WEST SIDE OF PLAY COURT, APPROXIMATELY 46 FEET SOUTH OF THE NORTHERNMOST BASKETBALL COURT

ELEV.= 368.55' NAVD88 DATUM

UTILITY NOTE:

UTILITY INFORMATION SHOWN HEREON IS BASED ON RECORD INFORMATION SUPPLIED TO THE ENGINEER BY UTILITY COMPANIES, PUBLIC AGENCIES AND THE PROPERTY OWNER, TOGETHER WITH OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY. THE ENGINEER CAN MAKE NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THE UNDERGROUND UTILITY FACILITIES SHOWN. PRIOR TO ANY SITE EXCAVATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER AND UNDERGROUND SERVICE ALERT (USA) AND REQUEST THAT THEY IDENTIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AT THE SITE.

SCALE:	1"=20'

A	PLAYCOURT TOPOGRAPHIC SURVEY CW-11

0       5                       20                               40 SCALE IN FEET

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_de.dwg; Demolition Plan - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:02am

DSA
FLS	ACS
✔

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL DEMOLITION PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-20

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

DEMOLITION LEGEND:

PA

PC

PE

PF

PS

PU

RA

RC

RE

RS

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 CONCRETE IMPROVEMENT REMOVAL

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT SPORT EQUIPMENT POST IMPROVEMENTS TO REMAIN

PROTECT CHAIN LINK FENCE TO REMAIN

PROTECT SCOREBOARD TO REMAIN

PROTECT UTILITY TO REMAIN

REMOVE ASPHALT CONCRETE STRUCTURAL SECTION.

REMOVE CONCRETE

REMOVE SPORT EQUIPMENT POSTS, AND FOOTINGS

STORAGE TO BE RELOCATED BY OWNER PRIOR TO START OF CONSTRUCTION

A	PLAYCOURT DEMOLITION PLAN	SCALE:	1"=20' CW-20

0       5                       20                               40 SCALE IN FEET

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_si.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:02am

DSA
FLS	ACS
✔

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

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

CONSTRUCTION LEGEND:

B         GATE SIGNAGE PLAN                                                                                                                                                                                                                                                                                                                                                       1 CW-30                                                                                                                                                                                                                                                                                                                                                                                                2

3

4

5

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

PAINT BASKETBALL COURT PER DETAIL [E/CWX-1]

PAINT PICKLEBALL COURT PER DETAIL [G/CWX-1]

12" CONCRETE MOWSTRIP PER DETAIL [F/CWX-1]

ADJUST EXISTING UTILITY LID AND PROVIDE CONCRETE COLLAR PER DETAIL [B/CWX-1]

16 GAGUE METAL SIGN WITH 1" MINIMUM BLACK LETTERING ON A WHITE BACKGROUND THAT READS "ENTRY RESTRICTED AND CONTROLLED BY SECURITY PERSONNEL"

SCALE:	1"=20'

A	PLAYCOURT SITE PLAN CW-30

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_gr.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:02am

DSA
FLS	ACS
✔

CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2022 PAVEMENT REHABILITATION VARIOUS SITES
CLOVIS WEST HIGH SCHOOL GRADING PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        01/21/2022 
SCALE AS NOTED
	CW-40

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

GRADING LEGEND:

G

P

TC

(368.20)

P 368.33

       G.B.     

GUTTER

PAVEMENT

TOP OF CURB

EXISTING ELEVATION

NEW FINISHED GRADE

DIRECTION OF DRAINAGE

GRADE BREAK

SWALE

GENERAL GRADING AND DRAINAGE 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.

1.	CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO AMERICAN WITH DISABILITIES ACT (ADA) ACCESS COMPLIANCE, INCLUDING ACCESSIBLE PATH-OF-TRAVEL (P.O.T.), 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:

a) ACCESSIBLE P.O.T. CROSS-SLOPE SHALL NOT EXCEED 2%

b) ACCESSIBLE P.O.T. LONGITUDINAL SLOPES SHALL NOT EXCEED 5%

c) RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33%

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

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.	THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES.

6.	 ADJUST UTILITY LIDS WITHIN NEW CONSTRUCTION AREA TO FINISHED GRADE PER DETAIL [E/CWX-1]. REPLACE ALL BROKEN LIDS WITH NEW. PROVIDE TRAFFIC RATED LIDS WITHIN VEHICLE LOADING AREAS.

A	PLAYCOURT GRADING PLAN	SCALE:	1"=20' CW-40

Drawing: P:\221-0288\Site\ProductionDrawings\Clovis West HS\221288_Clovis W_dt01.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Apr 01, 2022 - 10:03am
6"
(TYP)
d/2
d

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
	CWX-1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119789 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:	04/04/2022	

FOR DSA USE ONLY
	
APP # 02-119789

NOTE:

DSA
FLS	ACS
✔
CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/CWX-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

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 CWX-1 NOT TO SCALE

B	ADJUST UTILITY LID CWX-1 NOT TO SCALE

C	DOWEL BAR DETAIL CWX-1 NOT TO SCALE

D	ASPHALT CONCRETE PLUG CWX-1 NOT TO SCALE

EXISTING BASKETBALL BACKBOARD, GOAL AND POST.

B

GENERAL NOTES FOR PLAYCOURT STRIPING:

B/2	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.

7'
1'
4'
3.     ALL GAME COURT DIMENSIONS ARE TO THE INSIDE OF COURT LINES, WITH THE EXCEPTION OF THE CENTERLINES.

3'
19'
4.     CONTRACTOR IS RESPONSIBLE FOR GAME COURT LAYOUTS. 8"

28'
3'
5.     LAYOUT BASKETBALL AND VOLLEYBALL COURTS BASED ON EXISTING GOAL AND NET POSTS.

A/2
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.

6'
12'

3'
6' OUTSIDE RADIUS

A
2' OUTSIDE RADIUS

ONE HALF OF EXISTING LENGTH
SEE PLAYCOURT NOTES THIS SHEET
44'

THREE POINT LINE

16" ARCS WITH 4" BREAKS, TYP.

5-1/2" AT GATE OPENINGS

3-1/2" AT OTHER LOCATIONS

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

VARIES (SEE PLAN)

1/2" RADIUS

20'
10'
10'
ADJACENT PAVED SURFACE

CONCRETE PER
SPECIFICATIONS	15'	7'	7'	15'

E	BASKETBALL COURT CWX-1 NOT TO SCALE

F	CONCRETE MOWSTRIP CWX-1 NOT TO SCALE

G	PICKLEBALL COURT

CWX-1