ADDENDUM NO. 1 3/17/2021

PROJECT:

ENGINEER:

Clovis Unified School District 2021 Pavement Rehabilitation At Various Sites

Blair, Church & Flynn Attention:	Zachary Hockett
Jenn Felix

OWNER:

BID NO: BCF PROJECT NO.

Clovis Unified School District 1450 Herndon Ave
Clovis, CA 93611

2848
220-0329

It will be the responsibility of the General Contractor to submit the information contained in this addendum to all its subcontractors and suppliers. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. The following additions, deletions, and revisions to the Drawings and Project Manual are hereby made and do become a part of these Contract Documents.

TABLE OF CONTENTS

CHANGES TO BIDDING & CONTRACT REQUIREMENTS AD1-BR1: Cost Analysis Form
AD1-BR2: Project Duration

AD1-BR3: Pre-Bid Job Walk Sign-In Sheet

PART A: COPPER HILLS ELEMENTARY SCHOOL AD1A-D1: Site Access Coordination
AD1A-D2: Storage Shed

PART B: GARFIELD ELEMENTARY SCHOOL AD1B-C1: Construction Phasing
PART C: REAGAN ELEMENTARY SCHOOL AD1C-C1: Changes to the Demolition Plan
AD1C-C2: Changes to the Site Plan

AD1C-C3: Changes to the Grading & Drainage Plan PART D: CLOVIS EAST HIGH SCHOOL
NONE

PART E: CLOVIS NORTH HIGH SCHOOL AD1E-C1: Encroachment Permit
PART F: CLOVIS WEST HIGH SCHOOL AD1F-C1: Site Access Coordination
PART G: CUSD DISTRICT OFFICE AD1G-C1: Construction Phasing

Blair, Church & Flynn Consulting Engineers 451 Clovis Avenue, Suite 200
Clovis, CA 93612

(559) 326-1400 FAX (559) 326-1500

Page 1 of 5

ADDENDUM NO. 1 3/17/2021

ATTACHMENTS
Bidding & Contract Requirements: AD1-X1: Cost Analysis Form, AD1-X2: GES Construction Phasing Exhibit, AD1-X3: DO Construction Phasing Exhibit
Part A: Copper Hills Elementary: None. Part B: Garfield Elementary: None.
Part C: Reagan Elementary: RE-4.2, RE-5.2, RE-6.1 Part D: Clovis East High School: None.
Part E: Clovis North High School: None. Part F: Clovis West High School: None. Part G: CUSD District Office: None.

Blair, Church & Flynn Consulting Engineers 451 Clovis Avenue, Suite 200
Clovis, CA 93612

(559) 326-1400 FAX (559) 326-1500

Page 2 of 5

ADDENDUM NO. 1 3/17/2021

CHANGES TO BIDDING & CONTRACT REQUIREMENTS AD1-BR1: Cost Analysis Form

Add attachment AD1-X1: Cost Analysis Form to the bid package: The completed Cost Analysis form shall be submitted as part of the bid. The district reserves the right to award bid by site or in total. Prospective bidders may bid on any or all sites.

AD1-BR2: Project Duration

The project duration shall be 60 Calendar days total to complete all projects.

AD1-BR3: Pre-Bid Job Walk Sign-In Sheet

The sign in sheets from the mandatory pre-bid job walk held on 3/16/21 are available on the district’s purchasing website. Prospective bidders must have participated and signed in at the job walk for each site being bid.

PART A: COPPER HILLS ELEMENTARY SCHOOL AD1A-D1: Site Access Coordination

Construction phasing is not required, however, the contractor shall coordinate with the district to maintain staff and delivery access to the kitchen via the maintenance yard throughout the course of construction.

AD1A-D2: Storage Shed

The existing storage shed in the northeast corner of the maintenance yard will be relocated by the owner before the beginning of construction.

PART B: GARFIELD ELEMENTARY SCHOOL AD1B-C1: Construction Phasing

To maintain staff and/or student access to campus throughout the course of construction, the contractor shall maintain paved access to the parking lot at all times. Refer to attachment AD1-X2: GES Construction Phasing Exhibit for additional information.

Blair, Church & Flynn Consulting Engineers 451 Clovis Avenue, Suite 200
Clovis, CA 93612

(559) 326-1400 FAX (559) 326-1500

Page 3 of 5

ADDENDUM NO. 1 3/17/2021

PART C: REAGAN ELEMENTARY SCHOOL AD1C-C1: Changes to the Demolition Plan

Replace sheet RE-4.1 with attached sheet RE-4.2: The limits of full depth asphalt removal and replacement have been revised. All changes are clouded and delta’d (delta 2).

AD1C-C2: Changes to the Site Plan

Replace sheet RE-5.1 with attached sheet RE-5.2: The limits of full depth asphalt removal and replacement have been revised. All changes are clouded and delta’d (delta 2)

AD1C-C3: Changes to the Grading & Drainage Plan

Replace sheet RE-6 with attached sheet RE-6.1: The relocation of two drain inlets have been added to the scope of work. The inlets are currently located along the mowstrip that runs along the north edge of campus. The inlets will be shifted south into the turf so they are not in the proposed concrete walk. Additional linework has also been added to indicate the approximate location of the existing storm drain lines. Additional hatching is shown to indicate the expected extents of grading required for the new sidewalk and the extents of re-turfing work (sod to match existing turf variety. All changes are clouded and delta’d (delta 2)

PART D: CLOVIS EAST HIGH SCHOOL NONE

PART E: CLOVIS NORTH HIGH SCHOOL AD1E-C1: Encroachment Permit

The contractor is responsible for pulling an encroachment permit from the City of Fresno and all associated fees for the new drive approach on Chestnut Ave.

PART F: CLOVIS WEST HIGH SCHOOL AD1F-C1: Site Access Coordination

Construction phasing is not required on this site, however, access to the area of work will be shared with staff, students and delivery vehicles. The contractor will be responsible for coordinating with the district to maintain delivery access to the kitchen and pool areas during construction.

Blair, Church & Flynn Consulting Engineers 451 Clovis Avenue, Suite 200
Clovis, CA 93612

(559) 326-1400 FAX (559) 326-1500

Page 4 of 5

ADDENDUM NO. 1 3/17/2021

PART G: CUSD DISTRICT OFFICE AD1G-C1: Construction Phasing

To maintain staff access to the district office lot throughout the course of construction, the contractor shall phase the work into three separate phases. Refer to attachment AD1-X3: DO Construction Phasing Exhibit for additional information.

Blair, Church & Flynn Consulting Engineers 451 Clovis Avenue, Suite 200
Clovis, CA 93612

(559) 326-1400 FAX (559) 326-1500

Page 5 of 5

Cost Analysis Form- Bid 2848 - Paving at Various Sites	AD1-X1 Line Item Amount of Base Bid

a.	Copper Elementary School – BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents.

b. Garfield Elementary School– BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents.

c.	Reagan Elementary School – BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents

d. Clovis East High School – BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents

e.	Clovis North High School – BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents

f.	Clovis West High School – BASE BID

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents

g. CUSD District Office – Base Bid

Amount of Bid figures:	$ 	___________

Amount of Bid in Words:

________________________________________________________________Dollars and	/100 Cents 60 Days total to complete ALL projects

Total Bid for all Sites $___________________________________

Total Bid in Words:

_____________________________________________________________________________Dollars and ____/100 Cents

DISTRICT RESERVES THE RIGHT TO AWARD BID BY SITE OR IN TOTAL – WHICHEVER IS IN THE BEST INTEREST OF THE DISTRICT. PROSPECTIVE BIDDERS MAY BID ON ANY OR ALL SITES. MUST HAVE PARTICIPATED AND SIGNED IN AT JOB WALK FOR EACH SITE BEING BID.

PEACH
AVENUE

RED AREA

		BLUE AREA

	CONSTRUCTION PHASING NOTES 1) THE SITE WILL REMAIN OPEN BETWEEN THE HOURS OF 8AM AND 4 PM DURING CONSTRUCTION.

2) THE WORK ON THIS SITE SHALL BE COMPLETED IN TWO PHASES. ONE OF THE TWO HATCHED AREAS SHOWN MUST REMAIN OPEN DURING THE ENTIRE DURATION OF CONSTRUCTION

3) THE CONTRACTOR SHALL MAINTAIN PAVED ACCESS TO THE SITE DURING THE ENTIRE DURATION OF CONSTRUCTION.
		
BUILDING "S"

BUILDING	BLDG "B"                                                            "H"

BLDG "G"

BUILDING "A1"

BUILDING "F"
		
			CLOVIS UNIFIED SCHOOL DISTRICT
		
			2021 PAVEMENT MAINTENANCE AT GARFIELD ELEMENTARY SCHOOL
CONSTRUCTION PHASING EXHIBIT
	
KL JF
3/17/21
			
					AD1-X2

Drawing: P:\220-0329\Site\Exhibits\GES_Exhibit.dwg; Exhibit - BCF.CTB Plot by: kylawson Mar 17, 2021 - 11:57am

SUNNYSIDE
AVENUE

CONSTRUCTION PHASING NOTES 1) THE SITE WILL REMAIN OPEN BETWEEN THE HOU DURING CONSTRUCTION.

2) THE WORK ON THIS SITE SHALL BE COMPLETED I SHOWN. TWO OF THE THREE AREAS SHOWN MUST

N

AS N

M

S N

RS OF 8AM A

N THREE PH REMAIN OPE
		
D 4 P

ES A DURI

					

G

											
										
THE ENTIRE DU
	RATION OF CONSTRUCTION

				

				
CLOVIS UNIFIED SCHOOL DISTRICT

2021 PAVEMENT MAINTENANCE AT CUSD DISTRICT OFFICE
CONSTRUCTION PHASING EXHIBIT
			
						AD1-X3

											

B

LU

E

A

A

RE

D W

D MI
E

A

I N S

STRI ISTR T OF

C A F

T TI
ICE

O

N

																																																		

																																																	

																																																		

																																																			

																																																			

																																																																						

													

O E

								
			GREEN AREA

			

DISTRICT ADMINISTRATI
EAST OFFIC

RED AREA

N

										

											

											

Drawing: P:\220-0329\Site\Exhibits\DO_Exhibit.dwg; Exhibit - BCF.CTB Plot by: kylawson Mar 17, 2021 - 11:40am

Drawing: P:\219-0386\Site\ProductionDrawings\219386_REAGAN_DE.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Mar 17, 2021 - 6:00pm
SEE BOTTOM RIGHT

FOR DSA USE ONLY

APP. # 02-118052

DEMOLITION LEGEND:

1	PA

PC

PF

RA

RC

RG

2	2	RF

RU

LIMITS OF VEGETATION REMOVAL.

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

LIMITS OF CONCRETE IMPROVEMENT REMOVAL

VARIABLE DEPTH GRIND PER [A/REX-3]

PROTECT EXISTING ASPHALT CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE IMPROVEMENTS TO REMAIN

PROTECT FENCE TO REMAIN

REMOVE ASPHALT CONCRETE STRUCTURAL SECTION.

REMOVE CONCRETE IMPROVEMENTS

REMOVE GATE AND SALVAGE FOR REINSTALLATION

REMOVE CHAIN LINK FENCE, FABRIC, POSTS, AND FOOTINGS

REMOVE EXISTING UTILITY

RV	REMOVE VEGETATION

SC	SAWCUT, SEE NOTE 10

LIMIT OF CURB REMOVAL

LIMIT OF CHAIN LINK FENCE REMOVAL

GENERAL DEMOLITION NOTES:

2

SEE TOP LEFT

2

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 AN APPROXIMATE LOCATION. 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 LICENSED SURVEYOR AND THE APPROPRIATE PAPERWORK FILED WITH THE CITY OR COUNTY.

6.	 ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE AND EPA REQUIREMENTS.

7.	 CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION.

8.	 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.

9.	REMOVE VEGETATION TO A MINIMUM DEPTH OF 3".

10.       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-CONCRETE PAVEMENT REMOVAL, SAWCUT A STRAIGHT, CLEAN EDGE AT LOCATIONS INDICATED ON THE PLANS.

c)	UPON ENGINEER'S APPROVAL, EXISTING AGGREGATE BASE MAY BE LEFT IN PLACE AND RE-USED. RE-GRADE SURFACE, RE-COMPACT, AND PLACE ADDITIONAL AGGREGATE BASE AS REQUIRED TO ACHIEVE FINISHED SURFACE GRADES INDICATED.
2

1

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

1     DSA AD-1

2     BID AD-1

02/12/2021

2021 PAVEMENT REHABILITATION VARIOUS SITES

DEMOLITION PLAN

CONST. DOCUMENTS

DR. BY:
Y:
DATE
	AH	
	ZH	
CH. B:        02/12/2021  1 RE-4.2 SCALE AS NOTED

Drawing: P:\219-0386\Site\ProductionDrawings\219386_REAGAN_SI.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Mar 17, 2021 - 6:00pm

1

SEE BOTTOM RIGHT

FOR DSA USE ONLY

APP. # 02-118052

CONSTRUCTION LEGEND:

A X101

[A/X101]

2

DETAIL DESIGNATION DETAIL REFERENCE SHEET LOCATION

[DETAIL DESIGNATION / SHEET LOCATION]

LIMITS OF TURF IMPROVEMENTS

LIMITS OF STANDARD DUTY CONCRETE IMPROVEMENTS

LIMITS OF ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION

LIMITS OF ASPHALT CONCRETE OVERLAY WITH FABRIC PER DETAIL [A/REX-3]

LIMITS OF DETECTABLE WARNINGS SURFACING

LIMITS OF PAINTED CURB

1

2

3

4

5

2	6

7

8

9

10

11

12

2

13

PAINT 4" WIDE WHITE STRIPE

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

6" CONCRETE CURB PER [C/REX-1]

CONCRETE SIDEWALK PER [A/REX-1]

CONNECT EXISTING FENCE FABRIC TO NEW FENCE POST PER DETAIL [E/REX-1]

PAINT 2' HIGH WHITE BLOCK WORDING AS SHOWN.

SALVAGED GATE ON NEW POST

NEW POST WITH LATCH BOX PER [H/REX-1]

6' HIGH CHAIN LINK FENCE TO MATCH EXISTING PER [E/REX-1]

MOWSTRIP PER [G/REX-1]

NEW WHEELSTOP PER DETAIL [H/REX-2]

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

PAINT DIRECTIONAL ARROWS WHITE PER [D/REX-2]

14	NEW ENTRY SIGN PER [F/REX-2]

2	15	6' HIGH ACCESSIBLE WALK PER GATE DETAIL [E/REX-1]

1	16	ASPHALT CONCRETE PAVEMENT PER DETAIL [B/REX-1]

17

18

2	19

PAINT TOP AND FACE OF CURB BLUE

ASPHALT CONCRETE OVERLAY PER DETAIL [A/REX-3]

PAINT TOP AND FACE OF CURB GRAY TO COMPLETELY COVER EXISTING CURB PAINT

GENERAL NOTES:

SEE TOP LEFT

2

2

1

1.	 ALL CONCRETE MOWSTRIPS, RAMP AND SIDEWALKS SHALL HAVE WEAKENED PLANE JOINTS AT 15 FEET MAXIMUM ON CENTER AND ONE HALF INCH EXPANSION JOINTS AT 45 FEET MAXIMUM ON CENTER PER DETAIL [A/REX-1]

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

3.	 ALL BURIED METALLIC OBJECTS SHALL HAVE A PROTECTIVE COATING OR BE WRAPPED WITH APPROVED PROTECTIVE WRAP.

4.	 ADJUST EXISTING SPRINKLER HEADS AND LATERAL LINES AS REQUIRED FOR NEW IMPROVEMENTS.

5.	DIMENSIONS ARE TO CENTER OF FENCE POSTS, FACE OF BUILDINGS, FACE OF WALLS OR EDGE OF CONCRETE.

6.	 2 WORKING DAYS BEFORE COMMENCING EXCAVATION OPERATIONS WITHIN THE STREET RIGHT-OF-WAY AND/OR UTILITY EASEMENTS, ALL EXISTING UNDERGROUND FACILITIES SHALL HAVE BEEN LOCATED BY UNDERGROUND SERVICES ALERT (USA). CALL 1-800-642-2444

7.	 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

2

1

CONSULTANT	REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

1     DSA AD-1

2     BID AD-1

02/12/2021

2021 PAVEMENT REHABILITATION VARIOUS SITES

SITE AND DIMENSION PLAN

CONST. DOCUMENTS

DR. BY:
Y:
DATE
	AH	
	ZH	
CH. B:        02/12/2021  21 RE-5.2 SCALE AS NOTED

DR. BY:
CH. BY
DATE:
VARIOUS SITES
	AH	
       ZH	
       03/05/20
Drawing: P:\219-0386\Site\ProductionDrawings\219386_Reagan_gr.dwg; Layout1 - BCF.ctb
Plot by: ahammouda Mar 17, 2021 - 6:00pm
LEFT
6"
2
2
2

6"

								

								
							(TYP)

								

				
		12"

SEE BOTTOM RIGHT

BOLT DOWN CAST IRON GRATE. GRATE OPENINGS SHALL BE 1/2" (MAX) WHEN LOCATED WITHIN THE PEDESTRIAN PATH OF TRAVEL.

DURA-DRAIN MODEL P-6 DRAIN INLET

(TYP)
GRADE TO DRAIN	6"
6" THICK CONCRETE COLLAR ALL AROUND WHEN INLET IS WITHIN A TURF OR PAVEMENT AREA.

DURA-DRAIN MODEL RUBBER GASKET JOINT	P-6 DRAIN INLET
PVC OUTLET PIPE PRECAST CONCRETE DRAIN INLET
REDUCER, AS REQUIRED

PVC WYE	PVC PIPE

PLUGGED WYE AT END OF LINE	2

A	P-6 DRAIN INLET RE-6.1 NOT TO SCALE

2

2

SEE T

CONSULTANT

03/05/2021

OP

1

FOR DSA USE ONLY
APP. # 02-118052

GRADING LEGEND:
C	CONCRETE
MS	MOWSTRIP
P	PAVEMENT
TC	TOP OF CURB
(344.9)	EXISTING ELEVATION
C328.78	NEW FINISHED GRADE FOR PAVEMENT 1 REMOVE/ REPLACE LOCATIONS
DIRECTION OF DRAINAGE
2
LIMITS OF GRADING
     G.B.     	GRADE BREAK
P6 DRAIN INLET PER DETAIL [A/RE-6.1] CONNECT NEW P6 DRAIN TO EXISTING STORM DRAIN LINE.

GENERAL GRADING AND DRAINAGE NOTES:
THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES.
1.      CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO 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
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 [G/REX-2]. REPLACE ALL BROKEN LIDS WITH NEW. PROVIDE TRAFFIC RATED LIDS WITHIN VEHICLE LOADING AREAS.

REF. & REV.	CLOVIS UNIFIED SCHOOL DISTRICT

DSA AD-1	2021 PAVEMENT REHABILITATION	CONST. DOCUMENTS BID AD-1
GRADING AND DRAINGE PLAN SCALE :AS NOTED21 	RE-6.1

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET
				
		2