Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_PINEDALE_Cover.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 19, 2020 - 9:20am

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES

COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	PI-1

	
TABLE OF CONTENTS
	
SHEET NUMBER

PI-1
	SHEET TITLE

COVER SHEET
	
PI-2
	ACCESS COMPLIANCE PLAN
	
PI-3
	TOPOGRAPHIC SURVEY
	
PI-4
	SITE AND GRADING PLAN
	
PIX-1
	DETAILS
	
TOTAL SHEET COUNT: 5

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118056	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118056

CUSD

DISTRICT OFFICE PINEDALE
ELEMENTARY SCHOOL

WEST SPRUCE AVENUE

NORTH SAN PABLO AVENUE
PROJECT AREA

WEST FIR AVENUE

SITE ADDRESS

NOT TO SCALE	7171 N SUGAR PINE AVENUE FRESNO, CA 93650

PROJECT CONTACTS:	GENERAL NOTES:

OWNER:	 CLOVIS UNIFIED SCHOOL DISTRICT 1450 HERNDON AVE
CLOVIS, CA 93611 PHONE: (559) 327-9000

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.

CIVIL ENGINEER:	 BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS 451 CLOVIS AVE., SUITE 200 CLOVIS, CA 93612
PHONE: (559) 326-1400

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.

SCOPE OF WORK:

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.

1.      REMOVE AND REPLACE DAMAGED PAVEMENT AT PARKING LOT.	5.

ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC).

2.     RE-STRIPE PARKING LOT.

APPLICABLE CODES:

EFFECTIVE JANUARY 1, 2017

NOT TO SCALE
2016 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

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.

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.

2016 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR	8.

A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.

FLOOD HAZARD ZONE INFORMATION:

1.      FLOOD ZONE DESIGNATION :	 ZONE X - OTHER AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN

2.     FIRM PANEL DESIGNATION :	MAP # 06019C1560H

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).

3.     FIRM EFFECTIVE DATE:

4.     BASE FLOOD ELEVATION:

FEBRUARY 18, 2009

N/A

10. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND EMERGENCY ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

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.

SAN PABLO
AVENUE
Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_Pinedale_ac.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 19, 2020 - 9:20am

B

'D' WING
	
G

S
	
NACK BAR
	
	D
	F

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES

ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	PI-2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118056	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118056

WEST	SPRUCE	AVENUE

SITE LEGEND:

BUILDING A

P1

MEDIA BUILDING

BUILDING B

M W

ADMINISTRATION

LOT 'A'

'B' WING

M

W

B

LOT 'A'	G

'C' WING	CLINIC	DF

1

2

NOTES:

LIMIT OF WORK

ACCESSIBLE PATH OF TRAVEL

EXISTING ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE MEN'S RESTROOM PER DSA APP# 02-117188

ACCESSIBLE WOMEN'S RESTROOM PER DSA APP # 02-117188

ACCESSIBLE BOY'S RESTROOM PER DSA APP# 02-112682

ACCESSIBLE GIRL'S RESTROOM PER DSA APP# 02-112682

ACCESSIBLE DRINKING FOUNTAIN PER DSA APP# 02-112178

ACCESSIBLE PARKING STALLS PER THIS APPLICATION

ENTRY TOW-AWAY SIGN PER THIS APPLICATION.

1.

P3	P4

2

P2

1

•

NORTH
LOT 'B'	2.

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 (P.O.T.) 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

. IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4" BETWEEN THE HEIGHTS OF 27" AND 80" ABOVE THE WALKING SURFACE.

BUILDING LEGEND:

WEST	FIR	AVENUE

SCALE:	1"=40'

ID

ADMINISTRATION

A

B

'B' WING

CLINIC

'C' WING

'D' WING

MEDIA BUILDING

P1

P2

P3

P4

SNACK BAR

BUILDING USE

-

MPR

KINDERGARTEN

CASSROOMS

-

CLASSROOMS

CLASSROOMS

-

PORTABLES

PORTABLES

PORTABLES

PORTABLES

-

DSA APP #

8942, 49355, 69650, 02-117188

02-112682

02-112682

8942, 49355, 69650, 02-112178

48942, 49355, 69650

8942, 49355, 02-112178, 02-112682

02-112682, 8942, 49355, 02-112178

02-112682

02-110802, 02-109861, 02-108769

02-109861, 02-108769

02-112682

02-112682

02-112178, 53101

PARKING CALCULATIONS

0     10 20	40 SCALE IN FEET

LOT#      DSA APP #

A	 8942, 49355, 69650,
02-112178 80	B	THIS
APPLICATION

TOTAL STALLS PROVIDED

136

37

ACCESSIBLE STALLS PROVIDED

5 TOTAL, 2 VAN

2 TOTAL, 1 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

5 TOTAL, 1 VAN

2 TOTAL, 1 VAN

Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_PINEDALE_TO.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 19, 2020 - 9:20am

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES

TOPOGRAPHIC SURVEY
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	PI-3

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118056	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118056

LEGEND:

EXISTING ELEVATION

ASPHALTIC CONCRETE

ASPHALT CONCRETE EDGE

CONCRETE EDGE

DRIVEWAY

TOP BACK OF WALK

TOP OF CURB

UNIDENTIFIED UTILITY BOX

VALLEY GUTTER FLOWLINE

VALLEY GUTTER

BOLLARD

BENCHMARK

SURVEY CONTROL POINT

ELECTRICAL BOX

ELECTRICAL CONDUIT

STREET LIGHT

LIGHT POLE

BASKETBALL BACKBOARD

DOOR/GATE

SIGN

WHEELSTOP

AC PAVING IMPROVEMENTS

CONCRETE IMPROVEMENTS

TRUNCATED DOMES

CHAIN LINK FENCE

FLOWLINE AND DIRECTION

UNDERGROUND ELECTRIC

GAS LINE; SIZE AS NOTED ON PLAN

WATER LINE; SIZE AS NOTED ON PLAN

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 2, 2018.

SITE BENCHMARK:

CHISELED CROSS ON MOWSTRIP, WEST SIDE OF PLAY COURT, APPROXIMATELY 15 FEET SOUTH OF THE NORTHWEST CORNER OF THE PLAYCOURTS.

ELEV.= 346.29' 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'

WEST	FIR	AVENUE

MATCH
Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_PINEDALE_SI.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 19, 2020 - 9:20am

2
			P=C 346.13

			10'
		
	20'

			

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES

SITE & GRADING PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	PI-4

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118056	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118056

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.

P 345.88 ± MATCH

(TYP)

P 345.26 ± MATCH

P 345.04 ± MATCH

P 345.06 ± MATCH

P=C 346.12

P 344.58 ± MATCH
P 344.52 ± MATCH

P 344.49 ± MATCH

3	P 344.48 ±

P 344.57 ± MATCH

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:

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%

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

CONSTRUCTION LEGEND:

A
X101
DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[A/X101]	[DETAIL DESIGNATION / SHEET LOCATION]

P	PAVEMENT

DIRECTION OF FLOW

FINISHED SURFACE GRADE

P 346.57 ± MATCH

2	P 344.36 ± MATCH

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%

LIMITS OF HEAVY DUTY CONCRETE IMPROVEMENTS PER DETAIL [A/PIX-1]

LIMITS OF ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION REMOVAL AND REPLACEMENT PER DETAIL [D/PIX-1]

(TYP)	P=C 346.54 ± MATCH

P=C 346.57 ±
MATCH	P 346.59 ± MATCH

2

A PI-4

2

5 (TYP)

P 345.99 ± MATCH

(TYP)

9

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.	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.

1

2

3

4

5

6

7

8

9

PAINT 4" WIDE WHITE STRIPE

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

PAINT DIRECTIONAL ARROWS WHITE PER [E/PIX-1]

PAINT 4" WIDE BLUE STRIPE

INSTALL NEW WHEELSTOP PER DETAIL [B/PIX-1] PAINT WHEELSTOP BLUE AT ACCESSIBLE STALLS

INSTALL NEW WHEELSTOP PER DETAIL [B/PIX-1] PAINT WHEELSTOP ORANGE WITH WHITE LETTERING. MATCH EXISTING WORDING.

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

PAINT 12" HIGH WHITE LETTERING READING "NO PARKING"

ENTRY TOW AWAY SIGN PER DETAIL [G/PIX-1]

P 345.76 ±
MATCH	2

P 344.41 ± MATCH

b.	 FOR ASPHALTIC PAVEMENT REMOVAL. SAWCUT TO A STRAIGHT, CLEAN EDGE AT LOCATIONS INDICATED ON THE PLANS.

18'
BOTTOM OF STALL	4

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER
DETAIL [C/PIX-1] TYP.	8' SEE NOTE 4

8

4

(TYP)

P 345.75 ± MATCH

3

P 344.38 ± MATCH

9.	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.

10.	CONTRACTOR TO WATER TEST PAVEMENT WITHIN NEW IMPROVEMENT AREA. CONTRACTOR TO REPLACE PAVEMENT WHERE BIRD BATHS OCCUR AFTER TEST AS DIRECTED BY THE INSPECTOR OR ENGINEER.

11.	PAINT ALL CURBS AND WHEELSTOPS TO MATCH EXISTING WITHIN PROJECT LIMITS.

12.	 ALL CONCRETE SHALL HAVE WEAKENED PLANE JOINTS AT 15 FEET OR LESS ON CENTER AND 3/8 INCH PREMOLDED EXPANSION JOINTS AT 45 FEET OR LESS MINIMUM. MATCH EXISTING SCORE PATTERN DIMENSIONS ON ALL CONCRETE WALKS AND PAVEMENT.

13.	NO CONCRETE MAY BE POURED UNTIL ALL FORMS AND REINFORCEMENTS HAVE BEEN REVIEWED AND APPROVED BY THE PROJECT INSPECTOR.

14.	REPLACE ALL DAMAGED TURF AND IRRIGATION FACILITIES RESULTING FROM THE WORK REQUIRED.

15.	 ADJUST ALL UTILITY LIDS TO FINISHED GRADE WITHIN CONSTRUCTION AREA PER DETAIL [F/PIX-1] . REMOVE AND REPLACE ALL BROKEN OR DAMAGED LIDS AND BOXES. ALL LIDS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED.

16.	 ALL EXISTING PAVING AND CONCRETE IMPROVEMENTS NOT DESIGNATED FOR REMOVAL MUST BE PROTECTED AT ALL TIMES.

9'
4'
(CLR)
SEE NOTE 1

8'
SEE NOTE 2

7

9'
SEE NOTE 1

5

VAN

SOLAR CANOPY COLUMN TYP.

17.	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 CONDITION OR AS DIRECTED BY THE ENGINEER.

18.	 ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A PERSON LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF CALIFORNIA

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

EXISTING ACCESSIBLE PARKING	SCALE:	1"=20' STALL SIGN TO REMAIN

NOTES:

1.	ACCESSIBLE STALLS SHALL BE A MINIMUM OF 9' WIDE

2.	ACCESS AISLES SHALL BE A MINIMUM OF 5' WIDE FOR STANDARD STALLS AND 8' FOR VAN STALLS

3.	ACCESSIBLE STALLS SHALL BE A MINIMUM OF 18' LONG.

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.

0      5                   20                         40 SCALE IN FEET

A	ANGLED ACCESSIBLE PARKING STALL DETAIL PI-4	1" = 5'

Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_PINEDALE_dt01.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 19, 2020 - 9:20am
36"
6"
(TYP)
6"
5" (MIN)
5-1/2" (MAX)
2-1/2"
12"
2-1/2' MIN.
3-1/2' MIN.
3"
3' MIN.

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES

DETAILS
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	PIX-1

MBEDDED

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118056	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118056

FACE OF CURB OR EDGE OF SIDEWALK

3'
PARKING STALL STRIPE

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

PRECAST CONCRETE WHEELSTOP

PARKING STALL

36"

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

FINISHED SURFACE

1/4" RADIUS

WIDTH VARIES

CONCRETE PER SPECIFICATION

#3 @ 18" O.C.	3" BOTH WAYS                             (TYP)

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

PLAN VIEW

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

4" AGGREGATE BASE, CLASS 2

SOIL STERILANT

8"
1/2"X12" REBAR ANCHOR E INTO PAVEMENT

6"	PAVEMENT SURFACE

6"

2-1/2"

1/2" RADIUS CORNER (TYP)

PRECAST CONCRETE WHEELSTOP

BOTTOM OF STALL

6" CLASS 2 AGGREGATE
BASE	12" COMPACTED SOIL

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

SECTION A-A

8" COMPACTED SOIL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

A	HEAVY DUTY CONCRETE SIDEWALK PIX-1	NOT TO SCALE

B	DETAIL OF TYPICAL WHEELSTOP PIX-1	NOT TO SCALE

C	ACCESSIBLE SYMBOL PIX-1	NOT TO SCALE

D	ASPHALT CONCRETE PAVEMENT SECTION PIX-1	NOT TO SCALE

3-1/2' MIN.

SOLID PAINTED AREA (WHITE PAINT)

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

6' MIN.
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.

FINISHED GRADE	FINISH GRADE

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)627-7000

CONCRETE	6" COLLAR                (TYP)

1-1/2' MIN.

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

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

E	DIRECTIONAL ARROWS PIX-1	NOT TO SCALE

F	ADJUST UTILITY LID PIX-1	NOT TO SCALE

G	ENTRY SIGN PIX-1	NOT TO SCALE