WILLOW
FIRST
SUNNYSIDE
MILLBROOK
FRESNO
ORANGE
EAST AVENUE
CEDAR
FIRST
WILLOW
MINNEWAWA
ARMSTRONG
TEMPERANCE
LOCAN
MARKS
HUGHES
WEST
FRUIT
VAN NEES
PALM
BLACKSTONE
Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_Buchanan_cover.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 04, 2020 - 3:46pm

MILLBROOK
CEDAR
AVENUE

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES
BUCHANAN HIGH SCHOOL COVER SHEET
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	BU-1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118046	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118046

COPPER	AVENUE

OLYMPIC

INTERNATIONAL

AVENUE
BEHYMER

PERRIN

AVENUE

AVENUE	BUCHANAN AVENUE	HIGH SCHOOL

AVENUE

CLOVIS UNIFIED DISTRICT OFFICE

MAPLE
AVENUE
AVENUE
SHEPHERD	AVENUE

AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
LOCAN       AVENUE
DRIVE

TEAGUE	AVENUE	TEAGUE	AVENUE

MILLBROOK
CEDAR
AVENUE
MAPLE
CHESTNUT
MINNEWAWA
AVENUE
SUNNYSIDE
ARMSTRONG
TEMPERANCE
FOWLER
AVENUE
FRESNO       AVENUE
NEES	AVENUE

ALLUVIAL

SPRUCE

ALLUVIAL	AVENUE

SPRUCE	168

168

PEACH
WILLOW
INGRAM
HERNDON	AVENUE

AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
TEAGUE AVENUE SIERRA	AVENUE

AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
AVENUE
BULLARD	AVENUE

AVENUE
AVENUE
41

BARSTOW	AVENUE

AVENUE
AVENUE
AVENUE
AVENUE
SHAW	AVENUE

AVENUE
AVENUE
MINNEWAWA
PROJECT AREA

GETTYSBURG	AVENUE

McCALL
LEONARD
DE WOLF
ASHLAN	AVENUE

DAKOTA	AVENUE	PARKING LOT

SHIELDS
MAROA
AVENUE

168

41

CLINTON
AVENUE

AVENUE
McKINLEY
AVENUE

99

OLIVE

AVENUE

180

BELMONT	AVENUE

NOT TO SCALE

PROJECT CONTACTS:

ADDRESS

1560 N MINNEWAWA AVE, CLOVIS, CA 93619

GENERAL NOTES:

180

DIVISADERO	STREET

WHITES BRIDGE 180

KEARNEY	BOULEVARD

TULARE

VENTURA

AVENUE
BUTLER

180

AVENUE

AVENUE	KINGS	 CANYON	ROAD 180

CHESTNUT
MAPLE
PEACH
CLOVIS
FOWLER
AVENUE

OWNER:

CIVIL ENGINEER:

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

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

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.

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.

CALIFORNIA
99

WEST
WALNUT
FRUIT
FIG
ELM
CHURCH	41

SCOPE OF WORK: AVENUE

1.      REMOVE AND REPLACE DAMAGED OR NON COMPLIANT ASPHALT PAVEMENT.

2.     RE-STRIPE PARKING LOT AVENUE
3.     UPDATE ACCESSIBLE & REGULATORY SIGNS.

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.

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.

NOT TO SCALE

APPLICABLE CODES:

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 ADMIN. CODE, TITLE 24, PART 1, 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- AREA OF 0.2% CHANCE FLOOD HAZARD

2.     FIRM PANEL DESIGNATION :	MAP # 060019C1580H

3.     FIRM EFFECTIVE DATE:	FEBRUARY 18, 2009

4.     BASE FLOOD ELEVATION:	N/A

TABLE OF CONTENTS

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.

SHEET NUMBER

BU-1

BU-2

BU-3

BUX-1

SHEET TITLE

COVER SHEET

ACCESS COMPLIANCE

SITE AND GRADING PLAN

DETAILS

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.

TOTAL SHEET COUNT: 4

AVENUE
Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_Buchanan_ac.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 04, 2020 - 3:46pm

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES
BUCHANAN HIGH SCHOOL ACCESS COMPLIANCE PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	BU-2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118046	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118046

TEAGUE	AVENUE

BUILDING U	LOT A	LOT B

BUILDING U

SITE LEGEND:

LIMITS OF WORK

ACCESSIBLE PATH OF TRAVEL

BUILDING J

BLDG S

BUILDING A1	LOT C	U BUILDING A2                                                                                                                  BUILDING A3                                                                                                                                                                                                                    1

2

3

4

NOTES:

EXISTING ACCESSIBLE PATH OF TRAVEL PER DSA APP# 02-115391 & 02-115416

ACCESSIBLE UNISEX RESTROOM PER DSA APP# 51096

ACCESSIBLE STALLS PER THIS APPLICATION

ACCESSIBLE PARKING SIGNAGE PER DSA APP# 02-118046

ENTRY TOW AWAY SIGN PER THIS APPLICATION.

ACCESSIBLE PARKING SIGNAGE PER THIS APPLICATION

BUILDING H

BLDG P

LOT F

BLDG G

BUILDING K

BUILDING M2

DF

BUILDING B2	G

BUILDING D

BUILDING C

BUILDING L1

T

BUILDING L2

BUILDING B1	BUILDING M1

1.      THE PATH-OF-TRAVEL (P.O.T.) IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR 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.

2.      THE ENGINEER HAS SURVEYED/INSPECTED THE 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;

. 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.

MINNEWAWA
BUILDING M2	BUILDING M1

BUILDING F

2

POOL

BLDG Q1

POOL	LOT D

LOT F
BLDG Q2	LOT E

PROJECT LOCATION

3

SCALE:	1"=60'

BUILDING LEGEND:	PARKING CALCULATIONS

ID	BUILDING USE

A	LIBRARY/ LECTURE

B1       BOYS GYM

B2       GIRLS GYM

C	LOCKERS

D	SNACK BAR

E1       BOYS TOILET

E2       GIRLS TOILET

F	WEIGHT ROOM

G	SHOPS

DSA APP #

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

H	ARTS & CRAFTS

J	MUSIC

K	MPR/ KITCHEN

L1	ADMINISTRATION

L2       CLASSROOMS

M1      CLASSROOMS

M2      CLASSROOMS

N	BOILER ROOM

O	CART STORAGE

P	MAINTENANCE

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-51096

02-57819

02-57819

Q1       POOL OFFICE

Q2       POOL EQUIPMENT

Q3       POOL RESTROOM

S	PORTABLE P10

T	PORTABLES P1-P6

U	CLASSROOMS

V	PERFORMING ARTS

02-59054	LOT#

02-59054
A 02-59054
B 02-63746
C 02-106139,

02-110808	D

02-109830
E

02-110862
F

DSA APP #

02-112959

02-112209

02-115391

THIS APPLICATION

02-114870

02-114870

STALLS PROVIDED

136

80

387

123

81

120

ACCESSIBLE STALLS PROVIDED

8 TOTAL, 2 VAN

4 TOTAL, 1 VAN

10 TOTAL, 5 VAN

6 TOTAL, 1 VAN

4 TOTAL, 2 VAN

4 TOTAL, 2 VAN

ACCESSIBLE STALLS REQUIRED PER CBC 11-B208.2

5 TOTAL, 1 VAN

3 TOTAL, 1 VAN

8 TOTAL, 2 VAN

5 TOTAL, 1 VAN

3 TOTAL, 1 VAN

5 TOTAL, 1 VAN

0 10        30              60              90            120 SCALE IN FEET

0.50'
(TYP)
(TYP)
(TYP)
(TYP)
Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_Buchanan_si.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 04, 2020 - 3:46pm

20

20

NEW CONCRETE WALK TO HAVE A CROSS SLOPE LESS THAN 2%

MATCH EX.

16

A

BU-3

GRADING NOTE:
SLOPE ASPHALT CONCRETE PAVEMENT FROM WEST TO EAST AT A CONSISTENT SLOPE.

3

3

MATCH EX.

MATCH EX.

GENERAL NOTES:

THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES.

1.	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:

MATCH EX.
BU-3	PAVEMENT (TYP)

MATCH EX. PAVEMENT (TYP)

a)	 ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2%

CONSTRUCTION LEGEND:

MATCH EXISTING 8	GRADES AT
ELECTRICAL BOXES

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

A X101

[A/X101]

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF CONCRETE IMPROVEMENTS

9'
2% MAX

7

14

ASPHALT TO FINISH FLUSH TO EXISTING RAMP

9'
2% MAX

1'

1 TYP	1 TYP	1 TYP

3.

18'	19.5'	19.5'	18'	18'	18'
4.

5.

9'
9'
9'
9'
6.

7.

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%

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.

DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.

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.

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

INSTALL DOWELED CONNECTIONS 12" O.C. AT JOINT OF NEW CONCRETE TO EXISTING CONCRETE PER DETAIL [G/BUX-1]

EX.

C328.78

1

2

3

4

5

6

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

LIMITS OF PAINTED CURB

EXISTING

NEW FINISHED GRADE

DIRECTION OF DRAINAGE

PAINT 4" WIDE WHITE STRIPE

PAINT 4" WIDE BLUE STRIPE

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 WITH 4" HIGH LETTERING, "STAFF", AT EACH STALL.

PAINT TOP AND FACE OF CURB GRAY TO FULLY COVER EXISTING BLUE PAINT.

PAINT TOP AND FACE OF CURB BLUE

6

9'
NOTE: SEE ACCESSIBLE PARKING NOTES

A	PLAN ENLARGEMENT BU-3	SCALE: 1"=5'

C
L
2% MAX

2

18' MIN.

13 TYP

BOTTOM OF STALL

PROTECT IN PLACE ALL EXISTING SOLAR CANOPY COLUMNS

5

19	17

MATCH EX.

15'

MATCH EX. PAVEMENT (TYP)

EXISTING SOLAR CANOPY, TYP

18'

MATCH EX.	MATCH EX. PAVEMENT (TYP)

8.	THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO START OF ANY WORK.

9.	 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.

10.	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.

11.	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.

12.	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.

7

8

9

10

11

12

13

14

15

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

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

PAINT 12" WIDE STOP BAR WITH 6' HIGH LETTERS READING "STOP'

PAINT DIRECTIONAL ARROW PER DETAIL [C/BUX-1 ]

ENTRY SIGN PER DETAIL [E/BUX-1]

NEW WHEELSTOP PER DETAIL [H/BUX-1] PAINT WHEELSTOP BLUE

INTERNATIONAL SYMBOL OF ACCESSIBILITY PER DETAIL [D/BUX-1 ]

12" HIGH WHITE LETTERS READING "NO PARKING"

INSTALL ACCESSIBLE PARKING SIGNAGE PER DETAIL [J/BUX-1 ].

0.5'
13 TYP	 3' (TYP)

C
L
9.5'
2%	12 MAX

3

3

18	10

2

EXISTING SOLAR CANOPY	13 TYP	9 SUPPORT

1
2
2% MAX

VACUUM CLEAN ALL DRAIN INLETS WITHIN PROJECT LIMITS, TYP.

11 MATCH EX.

13.	 LAYOUT ALL PAVEMENT MARKINGS TO MATCH EXISTING UNLESS NOTED OTHERWISE ON PLANS.

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

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

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

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

16

17

18

19

20

CONCRETE WALK PER DETAIL [B/BUX-1 ]

REMOVE EXISTING CONCRETE RAMP

NEW STOP SIGN MOUNTED TO EXISTING POST PER DETAIL [I/BUX-1]

REMOVE EXISTING SIGN AND SIGNPOST.

INSTALL DOWELED CONNECTIONS 12" O.C. AT JOINT OF NEW CONCRETE TO EXISTING CONCRETE PER DETAIL [G/BUX-1]

18.25' (TYP)

14

L
9'
9'
2% MAX

3'
(TYP)	14

2% MAX

0.5'
3'

12	2%
12	MAX 15

0       5      10              20                               40 SCALE IN FEET

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

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

20.	 INSTALL DOWELED CONNECTIONS 12" O.C. AT JOINT OF NEW CONCRETE TO EXISTING CONCRETE PER DETAIL [G/BUX-1]

21.	 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

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

23.	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.

ACCESSIBLE PARKING NOTES

1.	 ACCESSIBLE STALLS SHALL BE A MINIMUM OF 9' WIDE . SEE SITE PLAN FOR ACTUAL DIMENSIONS.

2.	 ACCESS AISLES SHALL BE A MINIMUM OF 5', OR 8' WHEN ADJACENT TO A VAN ACCESSIBLE STALL. SEE SITE PLAN FOR LOCATION AND ACTUAL DIMENSIONS.

3.	 ACCESSIBLE STALLS SHALL BE A MINIMUM OF 18' LONG. SEE SITE PLAN FOR ACTUAL DIMENSIONS.

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.

3'	2

BOTTOM OF STALL

0.5'

				7

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES
BUCHANAN HIGH SCHOOL SITE AND GRADING PLAN
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	BU-3

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118046	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118046

19.5'	19.5'

NOTE: SEE ACCESSIBLE PARKING NOTES

B	PLAN ENLARGEMENT BU-3	SCALE: 1"=5'

Drawing: \\bcffs05\Project\219-0386\Site\productiondrawings\219386_Buchanan_dt01.dwg; Layout1 - BCF.ctb
Plot by: jfelix Feb 04, 2020 - 3:46pm
36"
8'
2-1/2' MIN.
3-1/2' MIN.
6' MIN.
3'
6"
(TYP)
6"
6"
3"
3' MIN.
6'-8" MIN.IN PATH OF TRAVEL
d/2
d
18"
14"
7"

NEW CONCRETE IMRPOVEMENT

NEW CONCRETE 3/4"	3/4"	IMRPOVEMENT

FLUSH

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

1/4" RADIUS

NEW CONCRETE IMRPOVEMENT

3/16"

H/4	6'	3-1/2' MIN.

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

CONSTRUCTION JOINT

FINISHED GROUND SURFACE

H
3/8" FIBER EXPANSION JOINT MATERIAL AT FULL DEPTH

EXPANSION JOINT	WEAKENED PLANE JOINT

SOLID PAINTED AREA (WHITE PAINT)

IN PLANTER AREAS = 2"

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

WIDTH VARIES

1/2" RADIUS	CONCRETE	4"	MATCH

EXISTING CONCRETE OR PAVEMENT WHEN APPLICABLE, SEE PLAN

12" COMPACTED SOIL	4"

G

12"	12" (TYP)

12" x 12" GRID SHOWN FOR
LAYOUT PURPOSES ONLY	1-1/2' MIN.

A	ASPHALT CONCRETE PAVEMENT SECTION BUX-1	NOT TO SCALE

PARKING STALL

36"

12" COMPACTED SOIL

B	CONCRETE SIDEWALK BUX-1	NOT TO SCALE

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:

BUX-1

C	DIRECTIONAL ARROWS BUX-1	NOT TO SCALE

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

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

"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
FINISH	BY CONTACTING THE CITY OF FRESNO GRADE	POLICE DEPARTMENT AT (559) 621-7000."

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

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

12"		EXISTING 6"	CONCRETE

BOTTOM OF STALL

BLUE PAINTED FIELD (GRID SHOW ONLY FOR PROPORTIONS)

POST: 2" SCH. 40 GALVANIZED STEEL POST

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

CONCRETE	6" COLLAR                (TYP)

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

D	ACCESSIBLE SYMBOL BUX-1	NOT TO SCALE

E	ENTRY SIGN BUX-1	NOT TO SCALE

F	ADJUST UTILITY LID BUX-1	NOT TO SCALE

G	DOWEL BAR DETAIL BUX-1	NOT TO SCALE

FACE OF CURB OR EDGE OF SIDEWALK

PARKING STALL STRIPE

INSTALL MUTCD R1-1 STOP SIGN ON EXISTING POST.

12"

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

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

PRECAST CONCRETE WHEELSTOP

EXISTING SIGN POST

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.

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

PLAN VIEW

2" SCH 40 GALV STEEL POST

FINISHED CONCRETE OR GROUND SURFACE
12"

NOTE:

1/2"X12" REBAR ANCHOR E INTO PAVEMENT

PAVEMENT SURFACE

2-1/2"

1/2" RADIUS CORNER (TYP)

PRECAST CONCRETE WHEELSTOP

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

5" (MIN)
5-1/2" (MAX)
2-1/2"
12"

02/12/2020
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT
	
			2020 PAVEMENT REHABILITATION VARIOUS SITES
BUCHANAN HIGH SCHOOL DETAILS
	CONST. DOCUMENTS
	
				DR. BY: 	AH	
CH. BY: 	ZH	
DATE:        02/12/2020 
SCALE AS NOTED
	BUX-1

MBEDDED

				
4"

6'-8" MIN. CLEAR

					
3' MIN.

8"
		
3"
			
3

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
APP. 02-118046	INC: REVIEWED FOR
SS	FLS	ACS ✔
DATE:      02/21/2020

FOR DSA USE ONLY
	
APP. # 02-118046

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

SECTION A-A

H	DETAIL OF TYPICAL WHEELSTOP BUX-1	NOT TO SCALE

I	STOP SIGN BUX-1	NOT TO SCALE

J	ACCESSIBLE PARKING STALL SIGNAGE BUX-1	NOT TO SCALE