FOWLER
AVENUE
Drawing: P:\221-0288\Site\productiondrawings\Jefferson\221288_Jefferson_cover.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:18am
DSA

CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY COVER SHEET
	CONST  DOCUMENTS
	
				DR  BY: 	AH	
CH  BY: 	JF	
DATE:        0         0      
SCALE AS NOTED
	JE-00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  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

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/JEX-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/JEX-1]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT ANC CONCRETE SURFACES PER DETAIL [K/JEX-1]

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.

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

SHAW AVENUE

NOT TO SCALE

SITE ADDRESS 1880 FOWLER 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.      ASPHALT PAVEMENT REMOVAL AND REPLACEMENT, AND STRIPING THE EXISTING ELEMENTARY PLAYCOURT.

2.     CRACKFILL, SEAL COAT AND RE-STRIPE EXISTING KINDERGARTEN PLAYCOURT

3.     ACCESSIBILITY UPGRADES INCLUDING NEW PARKING LOT ENTRY TOW AWAY SIGNAGE.

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

JE-00
	COVER SHEET
	
JE-0 
	ACCESS COMPLIANCE PLAN
	
JE- 0
	TOPOGRAPHIC SURVEY LEGEND
	
JE-     
	TOPOGRAPHIC SURVEY
	
JE- 0
	DEMOLITION PLAN
	
JE- 0
	SITE PLAN
	
JE- 0
	GRADING PLAN
	
JE - 
	DETAILS

TOTAL SHEET COUNT:  

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 

Drawing: P:\221-0288\Site\productiondrawings\Jefferson\221288_Jefferson_ac.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:18am
FLS	ACS
✔

DSA

CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY ACCESS COMPLIANCE PLAN
	CONST  DOCUMENTS
	
				DR  BY:         AH	
CH  BY: 	JF	
DATE:        0         0       
SCALE AS NOTED
	JE-0 

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -     

PARKING CALCULATIONS

LOT#

A

B

'P4'

DSA APP #

02-107830, 02-112684

02-112684

STALLS PROVIDED

78

9

ACCESSIBLE STALLS PROVIDED

4 TOTAL, 1 VAN

2 TOTAL, 1 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

4 TOTAL, 1 VAN

1 TOTAL, 1 VAN

'P3'

BUILDING LEGEND:

ID	BUILDING USE	DSA APP #

SITE LEGEND:

LIMITS OF WORK

'P1'
LOT 'P8'	'P7'	'P6'	'P5'	'B'

BUILDING 'G'

A	MULTI-PURPOSE BUILDING

B	KINDERGARTEN

C1	CLASSROOM WING #1

C2	CLASSROOM WING #2

C3	CLASSROOM WING #3

D	CLASSROOM/LIBRARY

E	MEDIA CENTER BUILDING

F	ADMINISTRATION BUILDING

G	TEACHER WORKROOM

H	STUDENT SERVICES

P1	PORTABLE BUILDING

16280; 36437; 57927; 02-112684

16280; 36437; 101039; 02-112684

9498; 66763; 02-112684

10506; 67763; 02-112684

12154; 67763; 02-112684

17735; 02-112684

67663; 02-112684

107830; 02-112684

02-112684

16280; 02-112684

50209; 02-112684

ACCESSIBLE PATH OF TRAVEL PER THIS APPLICATION

EXISTING ACCESSIBLE PATH OF TRAVEL

M	 ACCESSIBLE MEN'S RESTROOM PER DSA APP # 02-112684

W	ACCESSIBLE WOMEN'S RESTROOM PER DSA APP # 02-112684

B	 ACCESSIBLE BOY'S RESTROOM PER DSA APP # 02-112684

G	 ACCESSIBLE GIRL'S RESTROOM PER DSA APP # 02-112684

DF	 EXISTING DRINKING FOUNTAIN PER DSA APP # 02-107830

BUILDING 'C1'

BUILDING 'C2'

BUILDING 'B'

M W

B

JE-30

P3	PORTABLE BUILDING

P4	PORTABLE BUILDING

P5	PORTABLE BUILDING

P6	PORTABLE BUILDING

P7	PORTABLE BUILDING

P8	PORTABLE BUILDING

RR	RESTROOMS

54839; 02-112684	1

63748; 02-112684
2

65942; 02-112684

65942; 02-112684	3

65942; 02-112684	4 65942; 02-112684
5

6

7

8

9

ENTRY TOW AWAY SIGN PER DSA APP# 02-107830

ACCESSIBLE PARKING STALLS & SIGNAGE PER DSA APP # 02-107830

EXISTING ACCESSIBLE GATE PER DSA APP # 02-112684

EXISTING ACCESSIBLE PARKING STALLS

ENTRY TOW AWAY SIGN PER THIS APPLICATION

EXISTING ACCESSIBLE RESTROOMS PER DSA APP # 02-112684

EXISTING ACCESSIBLE DRINKING FOUNTAIN

ACCESSIBLE CURB RAMP PER PER DSA APP# 107830

ACCESSIBLE CURB RAMP PER PER DSA APP# 02-112684

DF
BUILDING

G	'C3'	NOTES:

R.R.

A	A	A

JE-20        JE-30        JE-40

BUILDING 'D'

BUILDING 'E'

ADMIN BUILDING 'F'

LOT 'A'

BUILDING 'A'

BUILDING 'H'

LOT 'A'

1.

2.

3.

SCALE:	1"=40'

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.

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 20           40                         80 SCALE IN FEET

Drawing: P:\221-0288\Site\productiondrawings\Jefferson\221288_Jefferson_ts01.dwg; Topo Legend - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:18am

DSA
FLS	ACS
✔

CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY TOPOGRAPHIC SURVEY LEGEND
	CONST  DOCUMENTS
	
				DR  BY: 	AH	
CH  BY: 	JF	
DATE:        0         0        
SCALE AS NOTED
	JE- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -	 

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\Jefferson\221288_Jefferson_ts02.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:189am

DSA
FLS	ACS
✔

CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY TOPOGRAPHIC SURVEY
	CONST  DOCUMENTS
	
				DR  BY:         AH	
CH  BY: 	JF	
DATE:        0         0       
SCALE AS NOTED
	JE-	

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -     

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 NOVEMBER 3, 2021.

BUILDING	SITE BENCHMARK:

CHISELED CROSS ON SIDEWALK, EAST OF THE PLAY COURT, APPROXIMATELY 40 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING C1.

ELEV.= 366.34' 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.

BUILDING

'D'

A	WEST PLAYCOURT TOPOGRAPHIC PLAN

JE-	

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

gs\Jefferson\221288_Jefferson_de01.dwg; Layout1 - BCF.ctb

DSA
FLS	ACS
✔

Drawing: P:\221-0288\Site\productiondrawin Plot by: arodriguez Mar 29, 2022 - 8:19am
	
CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY DEMOLITION PLAN
	CONST  DOCUMENTS
	
				DR  BY: 	AH	
CH  BY: 	JF	
DATE:        0	0      
SCALE AS NOTED
	JE- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -	 

DEMOLITION LEGEND:

PC

PS	PE

PU

PS

RA

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.

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT EXISTING SPORTS EQUIPMENT TO REMAIN

PROTECT UTILITY TO REMAIN

PROTECT SOLAR CANOPY AND FOOTING TO REMAIN

REMOVE ASPHALTIC-CONCRETE STRUCTURAL SECTION

PS

PE

PC

PS

PC

SCALE:	1"=20'

A	WEST PLAYCOURT DEMOLITION PLAN

JE- 0

0      5                   20                         40 SCALE IN FEET

4'
4'
4'
4'
4'
4'
4'
4'
4'
4'
8'
Drawing: P:\221-0288\Site\productiondrawings\Jefferson\221288_Jefferson_si01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:19am

DSA
FLS	ACS
✔

2
		
60'

20'

10'

30'
	
	10'

60'

20'

10'

	10'

60'

				

					

7'

42'

6'

42'

			8'

	
6'
		
8'
			
4.5'
	4.5'

	
CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY SITE PLAN
	CONST  DOCUMENTS
	
				DR  BY:         AH	
CH  BY: 	JF	
DATE:        0         0   
SCALE AS NOTED
	JE- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -     

CONSTRUCTION LEGEND:

30'	7'	42'	6'	42'

3.5'

6 TYP

7

BUILDING 'B'

9	9	9

3

5	5

A JEX-1

[A/JEX-1]

1

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

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

CRACKFILL PER DETAIL [J/JEX-1] AND APPLY A SAND SLURRY SEAL COAT PER PROJECT SPECIFICATIONS.

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

74'
2	PAINT VOLLEYBALL COURT PER DETAIL [F/JEX-1]

1	3

4

5

TYP

4'
4'
6 7

7

PAINT FOURSQUARE COURT PER DETAIL [I/JEX-1]

PAINT KINDERGARTEN HOPSCOTCH COURT PER DETAIL [L/JEX-1]

PAINT ALPHABET AND NUMBER CIRCLE PER DETAIL [G/JEX-1]

PAINT 6" HIGH WHITE NUMBERS SPACED AT 6' O.C. AS SHOWN ON SITE PLAN

PAINT HOPSCOTCH COURT PER DETAIL [H/JEX-1]

74'
6'
TYP
B	EAST PLAYCOURT SITE PLAN JE- 0

7

8	PAINT 2" WIDE WHITE LINES TO MATCH EXISTING

9	PAINT 2" WIDE RED LINES TO MATCH EXISTING

10	ACCESSIBLE ENTRY WARNING SIGN PER [D/JE-30]

74'
1	1

4'
10	FINISH GRADE

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

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

"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CONTACTING THE CITY OF CLOVIS POLICE DEPARTMENT AT (559)324-2800"

NOTE: RECLAIMED INFORMATION SHALL BE PERMANENT PART OF SIGN.

3' MIN.
3' IN LANDSCAPE AREAS, 6'-8" MINIMUM IN PATH OF TRAVEL

3"
POST: 2" SCH. 40 GALVANIZED STEEL POST 8"

A	WEST PLAYCOURT SITE PLAN

JE- 0

C	PARKING LOT ENTRANCE SITE PLAN

JE- 0

D	ENTRY SIGN JE- 0	NOT TO SCALE

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

gs\Jefferson\221288_Jefferson_gr01.dwg; Layout1 - BCF.ctb

DSA
FLS	ACS
✔

Drawing: P:\221-0288\Site\productiondrawin Plot by: arodriguez Mar 29, 2022 - 8:19am
	
CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIOUS SITES
JEFFERSON ELEMENTARY GRADING PLAN
	CONST  DOCUMENTS
	
				DR  BY: 	AH	
CH  BY: 	JF	
DATE:        0	0      
SCALE AS NOTED
	JE- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -	 

GRADING LEGEND:

P 366.64 ± MATCH

P

(368.20)

P 368.33

       G.B.     

PAVEMENT

EXISTING ELEVATION

NEW FINISHED GRADE

DIRECTION OF DRAINAGE

GRADE BREAK

SWALE

P 366.22 ± MATCH

P 366.78 ± MATCH

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. P	±

365.59 MATCH

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).

P 365.49 MATCH

P 366.75 ±

P 366.62 ± MATCH

P 366.63 ± MATCH

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

366.14

P 366.41 ±

365.43

366.60

P 366.64 ± MATCH

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.
P	±	PROVIDE TRAFFIC RATED LIDS WITHIN VEHICLE LOADING AREAS.

366.04

BUILDING

A	WEST PLAYCOURT GRADING PLAN	SCALE:	1"=20' JE- 0

0      5                   20                         40 SCALE IN FEET

MATCH EXISTING
20'
10'
10'
20'
7'
3'
1'
19'
A/2
6"
(TYP)
d/2
d
16'
MATCH EXISTING
Drawing: P:\221-0288\Site\productiondrawings\Jefferson\221288_Jefferson_dt01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 29, 2022 - 8:19am

NOTE:
CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/JEX-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

DSA
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

GENERAL NOTES FOR PLAYCOURT STRIPING:

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

A	ASPHALT CONCRETE PAVEMENT SECTION JE - 	NOT TO SCALE

B	ADJUST UTILITY LID JE - 	NOT TO SCALE

C	DOWEL BAR DETAIL JE - 	NOT TO SCALE

D	ASPHALT CONCRETE PLUG JE - 	NOT TO SCALE

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

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

	
CONSULTANT
	
REF    REV 
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIOUS SITES

DETAILS
	CONST  DOCUMENTS
	
				DR  BY:         AH	
CH  BY: 	JF	
DATE:        0         0       
SCALE AS NOTED
	JE - 

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119791 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  0 -     

4 TYP	4.     CONTRACTOR IS RESPONSIBLE FOR GAME COURT LAYOUTS.

EXISTING BASKETBALL BACKBOARD, GOAL AND POST.

B

B/2

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

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

30'±
3'
MATCH EXISTING	1 TYP

8"

28'
3 TYP

SEE PLAYCOURT STRIPING NOTES

6'
12'

3'
6' OUTSIDE RADIUS

A
2' OUTSIDE RADIUS

ONE HALF OF EXISTING LENGTH
SEE PLAYCOURT NOTES THIS SHEET

EXISTING VOLLEYBALL NET AND POST

60'±
THREE POINT LINE WHERE OCCURS, SEE SITE PLAN

3'

EXISTING VOLLEYBALL NET AND POST

SEE PLAYCOURT STRIPING NOTES THIS SHEET

4

KEYNOTES:

1	PAINT 12" HIGH WHITE NUMBERS

2
PAINT 12" HIGH WHITE CAPITAL LETTERS IN 12" DIAMETER CIRCLES. PAINT RED CIRCLES FOR LETTERS A-F, BLUE CIRCLES FOR LETTERS "G" THROUGH '"L", YELLOW CIRCLES FOR LETTERS "M" THROUGH "R" , GREEN CIRCLES FOR LETTERS "S" THROUGH "Z"

3
PAINT 8" HIGH WHITE LOWER CASE LETTERS IN 8" DIAMETER CIRCLES. PAINT RED CIRCLES FOR LETTERS A-F, BLUE CIRCLES FOR LETTERS "G" THROUGH '"L", YELLOW CIRCLES FOR LETTERS "M" THROUGH "R" , GREEN CIRCLES FOR LETTERS "S" THROUGH "Z"

4	PAINT 2" WIDE WHITE LINES TO MATCH EXISTING

SEE GENERAL NOTES FOR PLAYCOURT STRIPING ON THIS SHEET

						

						
					
12'

				
4.5'

7.5'

		1.5'

1.5'
	1.5'

16' MATCH EXISTING

8'
8'

E	BASKETBALL COURT JE - 	NOT TO SCALE

F	VOLLEYBALL COURT JE - 	NOT TO SCALE

G	KINDERGARTEN NUMBER AND ALPHABET CIRCLE DETAIL JE - 	NOT TO SCALE

H	HOPSCOTCH JE - 	NOT TO SCALE

I	FOURS UARE JE - 	NOT TO SCALE

CRACK IN PAVEMENT UP TO 1/4" WIDE. SEE NOTE 1

CRACK IN PAVEMENT GREATER THAN 1/4" 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:

1.      FOR CRACKS UP TO 1/4" IN WIDTH, THOROUGHLY CLEAN THE CRACK AND FILL WITH "FLEX CRAX" AS MANUFACTURED BY ASPHALT COATING ENGINEERING, OR APPROVED EQUAL, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2.     FOR CRACKS GREATER THAN 1/4" IN WIDTH, MECHANICALLY CLEAN CRACK TO A MINIMUM DEPTH OF 2". FILL THE CRACK WITH "VULCAN POWER PATCH" AS MANUFACTURED BY VULCAN MATERIALS COMPANY AND COMPACT IT UNTIL IT IS FLUSH WITH THE EXISTING ASPHALT SURFACE PRIOR TO SEAL COAT APPLICATION.

3.     FOR CRACKS WITH EXISTING CRACK FILL, CLEAN CRACK PER DETAIL [M/JEX-1]

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 PAVEMENT SURFACE

1/4" TO 1"

EXISTING CONCRETE SURFACE

2" MIN.
JOINTS UP TO	WIDE

MECHANICALLY CLEAN OUT JOINT BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES TO A MINIMUM DEPTH OF 2". FILL THE JOINT WITH "VULCAN POWER PATCH" AS MANUFACTURED BY VULCAN MATERIALS COMPANY AND COMPACT IT UNTIL IT IS FLUSH WITH THE ADJACENT SURFACES.

EXISTING ASPHALT PAVEMENT SURFACE

1" AND WIDER

EXISTING CONCRETE SURFACE

2" MIN.
JOINTS GREATER THAN 	WIDE

SEE GENERAL NOTES FOR PLAYCOURT STRIPING ON THIS SHEET

						

					
						
					13.5'

				4.5'
			
					7.5'

		1.5'
						
				1.5'
	1.5'

MECHANICALLY REMOVE ALL EXISTING CRACK FILL FROM THE EXISTING ASPHALT PAVEMENT SURFACE AND INSIDE THE CRACK. FILL THE CRACK PER DETAIL [J/JEX-1]

EXISTING CRACK FILL EXISTING ASPHALT
PAVEMENT SURFACE

J	CRACK PATCHING DETAIL JE - 	NOT TO SCALE

K	ASPHALT EDGE CONDITION TREATMENT JE - 	NOT TO SCALE

L	KINDERGARTEN HOPSCOTCH JE - 	NOT TO SCALE

M	CRACK FILL CLEANING DETAIL JE - 	NOT TO SCALE