gs\Professional Development\221288_PD_cover.dwg; Layout1 - BCF.ctb
DAVID
E.
COOK
DSA

Drawing: P:\221-0288\Site\productiondrawin Plot by: arodriguez Mar 28, 2022 - 3:18pm
	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT COVER SHEET
	CONST. DOC MENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        0	0      
SCALE AS NOTED
	PD-00

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE 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 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.

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.

WAY
DAVID E. COOK WAY

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 [F/PDX-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.

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.

8.	REMOVE ALL WHEELSTOPS PRIOR TO SEAL COAT APPLICATION

PROJECT AREA

NOT TO SCALE

SITE ADDRESS 1680 DAVID E. COOK WAY 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 REPLACEMENT, SEAL COAT, AND STRIPE EXISTING PARKING LOT 'A'. ACCESSIBILITY UPGRADES INCLUDING NEW ACCESSIBLE PARKING SIGNAGE.

2.     FULL ASPHALT REPLACEMENT AND STRIPE EXISTING PARKING LOT 'B'. ACCESSIBILITY UPGRADES INCLUDING NEW ACCESSIBLE PARKING STALLS, SIGNAGE, AND PARRALLEL CURB RAMP.

APPLICABLE CODES:

2019 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

2019 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR

TABLE OF CONTENTS

19.	CONTRACTOR TO MATCH EXISTING PAVEMENT GRADE AT ALL NEW PAVEMENT LOCATIONS UNLESS NOTED OTHERWISE ON THE PLANS.

SHEET N MBER	SHEET TITLE

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 [G/PDX-1]

22.	TREAT ALL JOINTS BETWEEN EXISTING ASPHALT AND PAVEMENT SURFACES PER DETAIL [K/PDX-1]

PD-00
	COVER SHEET
	
PD-0 
	ACCESS COMPLIANCE PLAN
	
PD- 0
	TOPOGRAPHIC S RVEY LEGEND
	
PD-     
	TOPOGRAPHIC S RVEY
	
PD- 0
	DEMOLITION PLAN
	
PD- 0
	SITE PLAN
	
PD-     
	SITE AND GRADING PLAN
	
PD - 
	DETAILS
	
PD - 
	DETAILS

TOTAL SHEET CO NT:  

CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTR CTION PRACTICES 

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

INDEMNIFY AND HOLD HARMLESS BLAIR  CH RCH   FLYNN CONS LTING 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  CH RCH   FLYNN CONS LTING

ENGINEERS.

E.
Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_ac.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:19pm
8%
MAX
3'
6" - 8"

DSA
FLS	ACS
✔

CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT ACCESS COMPLIANCE PLAN
	CONST. DOC MENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        0         0      
SCALE AS NOTED
	PD-0 

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -	 

SITE LEGEND:

LIMITS OF WORK

1

2

3

4

5

DAVID E. COOK WAY	DAVID E. COOK WAY	B ILDING	6
 C 

ACCESSIBLE STALLS PER THIS APPLICATION

ACCESSIBLE PARKING SIGNAGE PER THIS APPLICATION

ENTRY TOW AWAY SIGN PER THIS APPLICATION

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF DETAIL [C/PDX-2]

ACCESSIBLE PARALLEL CURB RAMP PER THIS APPLICATION

EXISTING ACCESSIBLE FLARED CURB RAMP THAT MEETS THE MINIMUM REQUIREMENTS OF [A/PD-01]

6
NOTES: SD

3

1

LOT A

4

A	A

PD-20       PD-30

PROFESSIONAL DEVELOPMENT B ILDING

LOT B

5

1

VAN
3

1. B	A

PD-20       PD-31

 P 

COOK
WAY
BLDG

 B 

2.

DAVID
3.

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).

ADJACENT SURFACE, SEE NOTE 3

A

CURB FLUSH WITH LIP AND ADJACENT
PAVEMENT	TOP OF RAMP ROUNDED

1
32" THICK CONCRETE

SECTION A-A

PARKING CALC LATIONS

LOT#      DSA APP #
STALLS	ACCESSIBLE STALLS PROVIDED	PROVIDED

A	.	 26	7 TOTAL, 2 VAN

B	.	15	1 TOTAL, 1 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

5 TOTAL, 1 VAN

1 TOTAL, 1 VAN

NOTES:

DETECTABLE WARNINGS PER DETAIL [F/PDX-2]

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

2.     LANDINGS AT THE TOP AND BOTTOM OF ACCESSIBLE RAMPS SHALL NOT EXCEED 2% IN ANY DIRECTION.

1:10                                     1:10 MAX                                     MAX

3.     GUTTERS AND ROAD SURFACES DIRECTLY ADJACENT TO AND WITHIN 2 FEET OF A CURB RAMP MAY HAVE A
COUNTER SLOPE NOT EXCEEDING 5%.	SCALE:	1"=30'

CONCRETE CURB	A

6'                   5'                  6' MIN.                                   MIN.

CURB LIP FLUSH WITH ADJACENT PAVEMENT

DEPRESS CONCRETE CURB

PLAN

A	FLARED C RB RAMP PD-0 	NOT TO SCALE

0       10      20      30                         60 SCALE IN FEET

Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_ts01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:19pm

DSA
FLS	ACS
✔

CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT TOPOGRAPHIC S RVEY LEGEND
	CONST. DOC MENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        0         0        
SCALE AS NOTED
	PD- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -	 

GENERAL TOPOGRAPHIC S RVEY 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\Professional Development\221288_PD_ts02.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:19pm
DSA
FLS	ACS
✔

S

DAVID E. COOK WAY

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 5, 2021.

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT TOPOGRAPHIC S RVEY
	CONST. DOC MENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0         0   
SCALE AS NOTED
	PD-	

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -     

SITE BENCHMARK:

ELEV.= 371.14 U.S.G.S. DATUM

 TILITY 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.

PROFESSIONAL DEVELOPMENT B ILDING

DAVID
E.
COOK
WAY
WAREHO SE B ILDING

SCALE:	1"=20'

A	PARKING LOT  B  TOPOGRAPHIC S RVEY PLAN

PD-	

0      5                   20                         40 SCALE IN FEET

COOK
WAY
Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_de01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:19pm
DSA
FLS	ACS
✔

DAVID E. COOK WAY	S PC

S DAVID E. COOK WAY

DEMOLITION LEGEND:

APPROXIMATE LIMIT OF DEMOLITION. THE REMOVAL OF IMPROVEMENTS MUST BE COORDINATED WITH ALL PLAN SHEETS. CONTRACTOR MUST ALSO COORDINATE REMOVAL OF IMPROVEMENTS WITH UTILITY AGENCIES. PROTECT ALL IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. SEE NOTE 1

LIMITS OF ASPHALTIC-CONCRETE IMPROVEMENT REMOVAL

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT DEMOLITION PLAN
	CONST. DOC MENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0         0   
SCALE AS NOTED
	PD- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -     

SW TYP	RC	RS	LIMITS OF CONCRETE IMPROVEMENT REMOVAL SD

SC		BS RA                                  SC
PC	PA PC

SC		PC SC
SC	RA	PA	BS	SW	PU

RA SC

RC

RA	SC
RS

SC RA	SC

SC	PA	SW

E.
SW TYP

PU

COMPLETELY COVER EXISTING STRIPING WITH BLACK PAINT PRIOR TO SEALCOAT APPLICATION

PROTECT EXISTING ASPHALTIC-CONCRETE PAVING TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT UTILITY TO REMAIN

REMOVE ASPHALT CONCRETE STRUCTURAL SECTION

REMOVE CONCRETE IMPROVEMENTS

REMOVE ACCESSIBLE PARKING SIGNAGE POST AND FOOTING

SAWCUT

SALVAGE EXISTING WHEELSTOPS FOR REINSTALLATION AFTER SEALCOAT OR NEW PAVEMENT HAS BEEN PLACED

LIMIT OF CURB REMOVAL

DAVID
SW

PC	BS

SCALE:	1"=30'	SCALE:	1"=30'

0       10      20      30                         60 SCALE IN FEET

0       10      20      30                         60 SCALE IN FEET

A	PARKING LOT  A  DEMOLITION PLAN

PD- 0

B	PARKING LOT  B  DEMOLITION PLAN

PD- 0

18' (TYP)
20' (TYP)
20' (TYP)
STAFF
STAFF
STAFF
STAFF
STAFF
STAFF
STAFF
18'
Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_si01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:20pm
DSA
FLS	ACS
✔

SD

11 (TYP)

9

9 14	15

5

2	 11 (TYP)

13

9'	9'	9'

9'
3	(TYP)

(TYP)

11 (TYP)

CONSTR CTION LEGEND:

A
PDX-1
DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[A/PDX-1]	[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF CONCRETE IMPROVEMENTS

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

CRACKFILL PER DETAIL [C/PDX-1] AND APPLY A SAND SLURRY SEAL COAT PER PROJECT SPECIFICATIONS

LIMITS OF DETECTABLE WARNINGS SURFACING

LIMITS OF PAINTED CURB

1

2

3

(TYP)

(TYP)	4

11 (TYP)	15	15	5

6

PAINT 4" WIDE WHITE STRIPE PER DETAIL [H/ PDX-1]

PAINT 'STOP' 36" HIGH WHITE LETTERING

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

PAINT TOP AND FACE OF CURB GREEN WITH 4" HIGH LETTERING, "1-HOUR" TO MATCH EXISTING

PAINT TOP AND FACE OF CURB BLUE

PAINT WHEELSTOP GREEN WITH 4" HIGH LETTERING, "15 MIN. VISITOR" TO MATCH EXISTING

7 12

13 (TYP)	14	8

PAINT WHEELSTOP ORANGE WITH 4" HIGH LETTERING, "PDB ADMIN" TO MATCH EXISTING

PAINT TOP AND FACE OF CURB ORANGE WITH 4" HIGH LETTERING AS NOTED AT EACH STALL ON THE SITE PLAN

14 7	7	7	6

9' (TYP)

1 (TYP)	10

3
10

9

10

11

12

13

14

15

NEW ENTRY SIGN PER DETAIL [E/PDX-1]

PAINT ACCESS AREA WITH 4" WIDE WHITE BORDER, PAINT INSIDE ACCESS AREA WITH 4" WIDE WHITE DIAGONAL LINES AT 36" O.C.

PAINT DIRECTIONAL ARROW PER DETAIL [D/PDX-2]

NEW ACCESSIBLE PARKING SIGNAGE PER DETAIL [C/PDX-2]

REINSTALL SALVAGED WHEELSTOP PER DETAIL [I/ PDX-1] AFTER SEALCOAT HAS BEEN APPLIED

EXISTING ACCESSIBLE PARKING SIGNAGE THAT MEETS THE MINIMUM REQUIREMENTS OF DETAIL [C/PDX-2]. NO WORK REQUIRED AS PART OF THIS PROJECT.

ACCESSIBLE PARKING STALLS AND ACCESS AISLES. SEE DETAIL [A/ PDX-2] FOR ALL ACCESSIBILITY REQUIREMENTS

																																												
																																				20' (TYP)
	20' (TYP)

																						20' (TYP)
	20' (TYP)

																																																		
																																																			
								9'

	
DAVID E. COOK WAY

			

			

			

2

3

4

			

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT SITE PLAN
	CONST. DOC MENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0         0   
SCALE AS NOTED
	PD- 0

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -     

A	PARKING LOT  A  SITE PLAN PD- 0

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

(TYP)
DAVID
E.
COOK
S=0.0025
7'
6'
7'
6'
5'
9'
Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_si01.dwg; Layout2 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:20pm
DSA
FLS	ACS
✔

DAVID E. COOK WAY

CONSTR CTION LEGEND:

A
PDX-1
DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

P 372.02 372.30	P 372.05

7

P 371.32 ± MATCH

[A/PDX-1]

C

G

P

TC

(368.20)

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF CONCRETE IMPROVEMENTS

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

LIMITS OF DETECTABLE WARNINGS SURFACING

LIMITS OF PAINTED CURB

CONCRETE

GUTTER

PAVEMENT

TOP OF CURB

EXISTING ELEVATION

6

9'
PROFESSIONAL DEVELOPMENT B ILDING	4

9

TC 372.39 ± P 371.81
16 MATCH	8

TC372.33 371.83

TC372.35 P=G371.85

(TYP)

WAY
P 371.57 ± MATCH

P 368.33

1

2

3

4

5

NEW FINISHED GRADE

DIRECTION OF DRAINAGE

PAINT 4" WIDE WHITE STRIPE

CONCRETE SIDEWALK PER DETAIL [ B/PDX-1 ]

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

PAINT TOP AND FACE OF CURB ORANGE

PAINT TOP AND FACE OF CURB ORANGE WITH 4" HIGH WHITE LETTERING " DISTRICT ELECTRIC VEHICLE ONLY" TO MATCH EXISTING.

C 373.08 ± MATCH

C 373.41 ±
MATCH	2

TC 372.96 ± 372.46
MATCH

.
13	6 3

TC 372.49 ±	7 G 371.98
MATCH	8

REINSTALL SALVAGED WHEELSTOP PER DETAIL [I/ PDX-1] AFTER SEALCOAT HAS BEEN APPLIED

NEW ENTRY SIGN PER DETAIL [E/PDX-1]

PAINT 'STOP' 36" HIGH WHITE LETTERING

M
A
T
C
H
3
.
0
M
A
T
C 373.50 ±	     C 37CH9 ± TC=C373.09

14

TC=C373.11

16

TC372.97	11 372.47

TC 372.49 ± G 371.99 MATCH

TC 372.57 ±

P=G372.07
MATCH	7

9

10

11

PAINT DIRECTIONAL ARROW PER DETAIL [D/PDX-2]

ACCESSIBLE SIGNAGE PER DETAIL [C/PDX-2]

ACCESSIBLE PARKING STALL AND ACCESS AISLE. SEE DETAIL [A/ PDX-2] FOR ALL ACCESSIBILITY REQUIREMENTS

10 VAN

C 373.19 ± MATCH
4

P 372.60 ± MATCH

16	TC372.99 P 372.49
TC 372.99 ±
372.49 MATCH	1

372.30

P 372.02		P 371.76 ± 9     MATCH

372.13

P 371.80 ±

MATCH

12

13

14

15

PAINT TOP AND FACE OF CURB BLUE

NEW CURB AND GUTTER PER DETAIL [L/ PDX-1]

PARALLEL CURB RAMP PER DETAIL [E/ PDX-2]

ADJUST UTILITY LID TO MATCH NEW GRADES AND PROVIDE A CONCRETE COLLAR PER DETAIL [F/ PDX-1]

P 372.30 ± 15	MATCH

P 372.25 ± MATCH

3	16	CONCRETE CURB PER DETAIL [J/ PDX-1]

	18' (TYP)

			18'

	

9'

	12

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0  PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT SITE AND GRADING PLAN
	CONST. DOC MENTS
	
				DR. BY:         AH	
CH. BY: 	JF	
DATE:        0         0   
SCALE AS NOTED
	PD-	

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -     

WAREHO SE B ILDING

SCALE:	1"=20'

A	PARKING LOT  B  SITE PLAN

PD-	

0      5                   20                         40 SCALE IN FEET

Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_dt01.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:20pm
5" (MIN)
5-1/2" (MAX)
6"
3' MIN.
2" MIN.
2" MIN.

NOTE:
1.     CONTRACTOR MAY SUBSTITUTE THE SECTION SHOWN IN DETAIL [D/PDX-1] FOR SMALL AREAS OF PAVEMENT REPLACEMENT
2.     SEAL COAT IS ONLY APPLIED TO NEW PAVEMENT WHEN IT IS ADJACENT TO EXISTING PAVEMENT THAT IS RECEIVING A SEAL COAT
3" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE IN TOP LIFT AND 3/4" MAX. AGGREGATE IN BASE LIFTS.

NEW CONCRETE IMRPOVEMENT

NEW CONCRETE 3/4"	3/4"	IMRPOVEMENT

FLUSH

1/4"	0" TO 1/2" RADIUS

1/4" RADIUS

H
NEW CONCRETE IMRPOVEMENT

3/16"

DSA
FLS	ACS
✔
H/4

SEAL COAT (SEE NOTE 2)

7" AGGREGATE BASE, CLASS 2

SOIL STERILANT

3/8" FIBER EXPANSION JOINT MATERIAL AT FULL DEPTH

CONSTR CTION JOINT	E PANSION JOINT	WEAKENED PLANE JOINT

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

FINISHED GROUND SURFACE

IN PLANTER AREAS = 2"

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

WIDTH VARIES

1/2" RADIUS	CONCRETE	4"	MATCH

12" COMPACTED SOIL

EXISTING CONCRETE OR PAVEMENT WHEN APPLICABLE, SEE PLAN

PATCH FILL CRACKS PER SPECIFICATIONS PRIOR TO PLACING FABRIC AND OVERLAY

PLACE ASPHALT PATCH TO MATCH GRADE OF ADJACENT PAVEMENT. ASPHALT CONCRETE SHALL BE 3/8" FINE AND CONTRACTOR SHALL COMPACT NEW ASPHALT CONCRETE WITH ROLLER.

3/8" OR	EXISTING PAVEMENT SURFACE
	GREATER

SEE PLAN

EXISTING PAVEMENT SURFACE

PLACE SOIL STERILANT

EXISTING PAVEMENT SURFACE

4"

G PDX-1
12" COMPACTED SOIL

CLEAN EXISTING PAVEMENT SURFACE AND PLACE ASPHALTIC BINDER

DEPRESSION OR CRACKS IN
PAVEMENT	12" COMPACTED SOIL

A	ASPHALT CONCRETE PAVEMENT SECTION PD - 	NOT TO SCALE

B	CONCRETE SIDEWALK PD - 	NOT TO SCALE

C	CRACK PATCHING DETAIL PD - 	NOT TO SCALE

D	ASPHALT CONCRETE PL G PD - 	NOT TO SCALE

	
CONS LTANT
	
REF.   REV.
	
CLOVIS  NIFIED SCHOOL DISTRICT
	
			 0     PAVEMENT REHABILITATION VARIO S SITES
PROFESSIONAL DEVELOPMENT DETAILS
	CONST. DOC MENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        0         0        
SCALE AS NOTED
	PD - 

MBEDDED

	

22"

12"

10"

			

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -	 

FACE OF CURB OR EDGE OF SIDEWALK

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

PARKING STALL STRIPE

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." FINISH

GRADE	NOTE: RECLAIMED INFORMATION SHALL BE A PERMANENT PART OF THE SIGN

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

POST: 2" SCH. 40 GALVANIZED STEEL POST

8"      NOTE:
3"
SIGN SHALL COMPLY WITH CALIFORNIA ADMINISTRATIVE CODE TITLE 24, PART 2, SECTION 2102.

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

FINISHED
FRAME AND COVER GRADE	TO FINISHED GRADE

6"
(TYP)
CONCRETE	6"
COLLAR	(TYP)	 POUR CONCRETE TO PROVIDE SMOOTH SURFACE FOR SETTING FRAME

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

FINISHED GRADE

6"
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.

12"		EXISTING 6"	CONCRETE

d/2
d
#3 SMOOTH DOWELS AT 12" ON CENTER, CENTERED IN SLAB. CORE HOLE AND APPLY BOND BREAKER INTO EXISTING CONCRETE

4" WIDE WHITE STRIPE, (BLUE AT ACCESSIBLE STALLS)

PAINTED BLACK (FOR CONCRETE SURFACE ONLY)

8" RADIUS

2 EACH 5/8" HOLE FOR

1/2" REBAR	A

6"	9"	A

3' (MIN) - 4' (MAX)

PLAN VIEW

1/2"X12" REBAR ANCHOR E INTO PAVEMENT

PAVEMENT SURFACE

3'
PRECAST CONCRETE WHEELSTOP

9"

2-1/2"

1/2" RADIUS CORNER (TYP)

PRECAST CONCRETE WHEELSTOP

E	ENTRY SIGN PD - 	NOT TO SCALE

F	ADJ ST  TILITY LID PD - 	NOT TO SCALE

G	DOWEL BAR DETAIL PD - 	NOT TO SCALE

H	DO BLE PAVING STRIPE PD - 	NOT TO SCALE

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

SECTION A-A

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.	1/4" TO 1" AND WIDER

MECHANICALLY CLEAN OUT JOINT BETWEEN EXISTING ASPHALT AND CONCRETE SURFACES TO A MINIMUM DEPTH OF 2". FILL THE JOINT WITH A FINES MIX UNTIL IT IS FLUSH WITH THE ADJACENT
SURFACES.	1" AND WIDER

I	DETAIL OF TYPICAL WHEELSTOP PD - 	NOT TO SCALE

MATCH GRADE WHEN ADJACENT TO CONCRETE OR PAVEMENT.

IN PLANTER AREAS = 2"

IN TURF SOD AREAS = 1/2"

IN TURF SEED AREAS = 0"	6"	1/2" RADIUS

PAVEMENT

EXISTING ASPHALT PAVEMENT SURFACE

EXISTING CONCRETE SURFACE

EXISTING ASPHALT PAVEMENT SURFACE

EXISTING CONCRETE SURFACE

TC=

(SEE PLAN)

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

1/2" RADIUS (TYP)

G=
(SEE PLAN)

COMPACTED SOIL SUBGRADE

NEW PAVEMENT

12"
6"
1-1/2"
1/8" TO 1/4"
6"
CONCRETE

12" COMPACTED SOIL

JOINTS  P TO 	WIDE	JOINTS GREATER THAN 	WIDE

CONCRETE

10"

J	  CONCRETE C RB PD - 	NOT TO SCALE

K	ASPHALT EDGE CONDITION TREATMENT PD - 	NOT TO SCALE

L	CONCRETE C RB AND G TTER PD - 	NOT TO SCALE

Drawing: P:\221-0288\Site\productiondrawings\Professional Development\221288_PD_dt02.dwg; Layout1 - BCF.ctb
Plot by: arodriguez Mar 28, 2022 - 3:20pm
18"
36"
8'
3-1/2' MIN.
VARIES
DSA
FLS	ACS
✔

ACCESSIBLE PARKING STALL SIGN WHERE APPLIES PER DETAIL [C/PDX-2]. SEE SITE PLAN FOR ACTUAL LOCATION.

NOTES:

PARKING STALL

36"

12"

14"
7"
GALV. STEEL POST CAP

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

18 GA STEEL WITH FIELD OF BLUE, 1/2" WHITE BORDER, AND WHITE ACCESSIBLE SYMBOL, ALL OF REFLECTIVE SHEETING

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

ADD VAN SIGN WHEN SHOWN ON PLANS, BLUE FIELD, 1/2" WHITE BORDER, AND 1" WHITE LETTERS, ALL OF REFLECTIVE SHEETING. SEE NOTE BELOW.

BOTTOM OF STALL

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER
DETAIL [B/PDX-2]. SEE NOTE 4

1.	ACCESSIBLE STALLS SHALL BE A MINIMUM OF 9' WIDE AND MEASURED FROM THE CENTERLINE OF PARKING STALLS AND ACCESS AISLES. MATCH EXISTING DIMENSIONS ON SITE.

2.	ACCESS AISLES SHALL BE A MINIMUM OF 5', AND 8' WHEN ADJACENT TO A VAN ACCESSIBLE STALL. MATCH EXISTING DIMENSIONS ON SITE.

3.	 ACCESSIBLE STALLS SHALL BE A MINIMUM OF 18' LONG. MATCH EXISTING DIMENSIONS ON SITE.

4.	CENTERLINE OF INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6" FROM THE CENTERLINE OF THE STALL, AND THE BOTTOM SHALL BE ALIGNED WITH THE BOTTOM OF THE STALL.

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

6.	 PROVIDE BLUE HATCHED LINES WHEN ACCESS AISLE IS STRIPED ON CONCRETE TO COMPLY WITH CBC
11B-502.3.3

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

BOTTOM OF STALL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

2" SCH 40 GALV STEEL POST

FINISHED CONCRETE OR GROUND SURFACE
12"

NOTE:

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

CONCRETE PER SPECIFICATIONS

1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING

A	ACCESSIBLE PARKING STALL DETAIL PD - 	NOT TO SCALE

B	ACCESSIBLE SYMBOL PD - 	NOT TO SCALE

C	ACCESSIBLE PARKING STALL SIGNAGE PD - 	NOT TO SCALE

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

NOTES:

12"R, TYP.	6" VARIES

CONCRETE SIDEWALK PER DETAIL [B/PDX-1]

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

2.     LANDINGS AT THE TOP AND BOTTOM OF ACCESSIBLE RAMPS SHALL NOT EXCEED 2% IN ANY DIRECTION.

6'	3-1/2' MIN.

SOLID PAINTED AREA (WHITE PAINT)

SIDEWALK AND CURB BEYOND

DETECTABLE WARNINGS PER DETAIL [F/PDX-2]

FLUSH

CONCRETE

VERTICAL CURB PER DETAIL

FINISHED GROUND SURFACE

2% MAX

3.     GUTTERS AND ROAD SURFACES DIRECTLY ADJACENT TO AND WITHIN 2 FEET OF A CURB RAMP SHALL HAVE A COUNTER SLOPE NOT EXCEEDING 5%.

4.     WHERE IT IS TECHNICALLY INFEASIBLE TO PROVIDE A MINIMUM 72 INCHES WIDE TURNING SPACE, AS MEASURED PERPENDICULAR TO THE CURB, THE DEPTH OF DETECTABLE WARNINGS MAY BE REDUCED TO 24 INCHES MINIMUM.

NOTES:

1.	THE DETECTABLE WARNING SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A.

2.	WHERE DETECTABLE WARNING SURFACE DOES NOT PROVIDE A 70% CONTRAST WITH ADJACENT WALKING SURFACES, A 1-INCH WIDE MINIMUM VISUALLY CONTRASTING SURFACE SHALL SEPARATE THE DETECTABLE WARNING FROM THE ADJACENT SURFACE.

FINISHED SURFACE 5% MAX. COUNTERSLOPE WITHIN 2' OF LANDING

SECTION A-A

MAX 2% SLOPE IN ANY DIRECTION
SEE PLAN	A	SEE PLAN

3.	THE DOMES SHALL BE MANUFACTURED BY ARMOR TILE INC. OR APPROVED EQUAL.

4.	ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, CHAPTER 5, ARTICLES 2, 3 AND 4.

6' MIN.
CONCRETE SIDEWALK
SEE PLAN FOR WIDTH
IN THE DIRECTION OF TRAVEL

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

DETAILS
	CONST. DOC MENTS
	
				DR. BY: 	AH	
CH. BY: 	JF	
DATE:        0         0        
SCALE AS NOTED
	PD - 

				
4"

6'-8" MIN. CLEAR

					
3' MIN.

8"
		
3"
			
3

				4" WIDE DOUBLE BLUE PARKING STRIPE

9' MIN.
				
6"

5' OR 8' SEE NOTE 2
	
3'
	3'
									
18' MIN. SEE NOTE 3
													EXISTING WHEELSTOP

																
															
														9' MIN.
		
			SEE NOTE 1

DOUBLE PAVING STRIPE PER DETAIL [H/PDX-1] AT PARKING 'A' ONLY
										SEE NOTE 1
4" WIDE WHITE STRIPE 3' O.C. SEE NOTE 6

4" WIDE BLUE BORDER

														
											1'

											1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP:02-119793 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  SE ONLY
	
APP  0 -	 

2.3"-2.4"

2-1/2' MIN.
0.20"
36"
2.3"-2.4" .65"
MIN.
SEE NOTE 4
48" MIN.
3'
MIN
2%
MAX.
2%
MAX.
8.33%                                                                                                                8.33% MAX                                                                                                                 MAX

6"
12"	12"	SECTION (TYP)

0.45"-0.47"

12" x 12" GRID SHOWN FOR LAYOUT PURPOSES ONLY

D	DIRECTIONAL ARROWS

1-1/2' MIN.

NOTE:
CALTRANS TYPE IV(L) SHOWN. USE MIRROR IMAGE FOR RIGHT TURN.

A

SEE PLAN FOR WIDTH 5' MIN.

E	CONCRETE C RB RAMP

0
.
9
0
"
-
0
.
9
2
"
BACK OF CURB OR BOTTOM OF RAMP

PLAN

F	DETECTABLE WARNINGS

PD - 	NOT TO SCALE	PD - 	NOT TO SCALE	PD - 	NOT TO SCALE