LEONARD
N. DE WOLF
Drawing: P:\222-0129\Site\ProductionDrawings\222129_CV01_swr.dwg; Title Vicinity Map - BCF.ctb
Plot by: manaya May 08, 2024 - 5:19pm

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOV
	
IS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO.  1 
0F  10 SHEETS

GENERAL NOTES:

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.

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 2022 CALIFORNIA BUILDING CODE (CBC).

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

E. BARSTOW AVE	E. GETTYSBURG	AVENUE

E. DONNER	AVENUE

E. SHAW AVE

AVENUE
AVENUE
SITE ADDRESS 2940 LEONARD AVENUE CLOVIS, CA 93619

E. GETTYSBURG AVE	PROJECT CONTACTS:

OWNER:

CIVIL ENGINEER:

CONTACT: CHRIS SMITH

CLOVIS UNIFIED SCHOOL DISTRICT 1450 HERNDON AVE
CLOVIS, CA 93611 PHONE: (559) 327-9240

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

E. ASHLAN AVE	PROJECT AREA

SCOPE OF WORK:

1.     CONSTRUCTION OF A NEW SEWER LINE

APPLICABLE CODES:

2022 CALIFORNIA ADMIN. CODE, TITLE 24, PART 1, CCR

N. TEMPERANCE AVE
N. THOMPSON AVE
2022 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR

LEONARD AVE
N. DE WOLF AVE
N. LOCAN AVE
N. HIGHLAND AVE
E. ASHLAN	AVENUE

MARENGO
SANDER
TABLE OF CONTENTS

AVE
AVE
SHEET NUMBER	SHEET TITLE

NOT TO SCALE	NOT TO SCALE

1
	TITLE, VICINITY MAP AND SITE MAP
	
2
	TOPOGRAPHIC SURVEY LEGEND AND NOTES
	
2.1
	TOPOGRAPHICAL SURVEY
	
3
	DEMOLITION PLAN
	
4
	SITE AND DIMENSION PLAN
	
5
	GRADING AND DRAINAGE PLAN
	
6
	UTILITY PLAN
	
7
	DETAILS
	
8
	DETAILS
	
9
	DETAILS

TOTAL SHEET COUNT: 10

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.

Drawing: P:\222-0129\Site\ProductionDrawings\222129_ts02.dwg; 2 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS TOPOGRAPHIC SURVEY LEGEND AND NOTES
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO.  2 
0F  10 SHEETS

GENERAL TOPOGRAPHIC SURVEY LEGEND:

(NOT ALL SYMBOLS SHOWN APPEAR ON THE PLANS)	POS	POINT ON SLOPE	COMMUNICATION VAULT	PIPE SLEEVE; DIAMETER AS SHOWN	MAJOR GRADE CONTOUR LINE

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

GR	GRATE

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

RCP	REINFORCED CONCRETE

RIEL	RIPARIAN EDGE OF LAKE

RIEP	RIPARIAN EDGE OF POND

RIES	RIPARIAN EDGE OF STREAM

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

SURVEY CONTROL MONUMENT

DRINKING FOUNTAIN

DOORSTOP

DRYWELL

ELECTRICAL GROUND

ELECTRICAL CONDUIT

E	ELECTRICAL METER

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

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

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; DIAMETER AS SHOWN

T	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

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

DRAIN TUBE

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:\222-0129\Site\ProductionDrawings\222129_ts02.dwg; 2.1 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO.  2.1 0F  10 SHEETS

SURVEY NOTES:

1.      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 02/25/2022 AND 04/16/24.

2.     UTILITY INFORMATION SHOWN HEREON IS BASED ON RECORD INFORMATION SUPPLIED TO THE ENGINEER BY THE PROPERTY OWNER, TOGETHER WITH OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY AND GROUND PENETRATING RADAR 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.

SITE BENCHMARK:

CHISELED "X" IN CONCRETE WALK APPROXIMATELY 15' SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCESSION BUILDING.

ELEV.= 370.99 USGS DATUM

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

Drawing: P:\222-0129\Site\ProductionDrawings\222129_de02.dwg; C2.2 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	3 
0F  10 SHEETS

SC

PU

PB PT	RC

SC

PU	PF       RF	PC

PF	SC PT	PU                                                                                                                                                                                          PU                                               RB

SC
RC	PF	PC	SC     PC

RT	PU	PU
SC	PF	RC	RC

PT

PU

PU	PI	PU	PC
PC	SC	PU	PU

RU	CP

PT

PF

SC	PU

RF SC

PC
PU

RC

DEMOLITION LEGEND:	GENERAL DEMOLITION NOTES:

SC		SC RC               PF

PA	SC

SC

PU		SC RA                     PC

PA

PB RU

PA	PC

SC	PF

PI

PT

PU

RA

RB

RC

RF

RT

RU

SC

CP

APPROXIMATE LIMITS OF DEMOLITION. REMOVE EXISTING IMPROVEMENTS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS SHOWN ON THESE PLANS UNLESS OTHERWISE NOTED ON THE PLAN. 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 VEGETATION REMOVAL. 4" MINIMUM DEPTH

LIMITS OF CONCRETE IMPROVEMENT REMOVAL

PROTECT ASPHALT CONCRETE PAVEMENT TO REMAIN

PROTECT EXISTING BOLLARD TO REMAIN

PROTECT CONCRETE IMPROVEMENTS TO REMAIN

PROTECT FENCE TO REMAIN

PROTECT IRRIGATION UTILITY TO REMAIN

PROTECT TREE TO REMAIN

PROTECT UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION

REMOVE AND SALVAGE EXISTING BOLLARD FOR REINSTALLATION

REMOVE AND LAWFULLY DISPOSE OF CONCRETE IMPROVEMENTS

REMOVE AND LAWFULLY DISPOSE OF CHAIN LINK FENCE FABRIC, POSTS AND FOOTINGS

REMOVE AND LAWFULLY DISPOSE OF TREE AND ROOTS. EXISTING COMMUNICATIONS LINE IS CLOSE TO TREE. TAKE EXTRA CARE NOT TO DAMAGE COMMUNICATIONS CONDUIT DURING TREE REMOVAL.

REMOVE AND LAWFULLY DISPOSE OF UTILITY

SAWCUT

CUT AND CAP PVC SEWER TO SOUTH OF MANHOLE (ABANDON IN PLACE).

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 ANY TRENCHING.

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.	 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 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.

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.

10.      COMPLIANCE WITH FIRE SAFETY DURING CONSTRUCTION WILL BE ENFORCED.

REMOVE TREE

LIMIT OF CHAIN LINK FENCE REMOVAL

LIMIT OF SEWER LINE REMOVAL

LIMIT OF STORM DRAIN LINE REMOVAL

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

Drawing: P:\222-0129\Site\ProductionDrawings\222129_si02.dwg; 4 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

	

0 C

		

10 C

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	4 
0F  10 SHEETS

1023 RP

B 7
1010 CC

C 1011	8 CC

A 8

1007 CC
1006 CC

TYP

REINSTALL SALVAGED BOLLARDS PER DETAIL

1014 CC

1024 RP

E 8

1015 BC

1009 CC

1008                              A CC                                 8

TIE NEW CHAIN LINK FENCE FABRIC TO EXISTING POST PER DETAIL [B/7]. SEE NOTE SITE NOTE 8

1012 BOLLARDS TO BE	CC
EVENLY SPACED

1013 BC

1016 EC

A 8

1017	1019 EC                                                                  CC
100 SLP

1018 CC

1020 CC

1021 CC

101 SLP

TIE NEW CHAIN LINK FENCE FABRIC TO EXISTING POST PER DETAIL [B/7]. SEE NOTE SITE NOTE 8

C 8

1005	1004 CC               CC

B 7

C 7

3' C
7

1022 CC

16'
B 8

16'
3

1002 CC

A 8

1001 CC
1000 CC

C
G 8	8

B 7

TIE NEW CHAIN LINK FENCE FABRIC TO EXISTING POST PER DETAIL [B/7]. SEE NOTE SITE NOTE 8

SITE LEGEND:

LIMITS OF CONCRETE IMPROVEMENTS

RESTORE TURF TO MATCH EXISTING

LIMITS OF ASPHALT PLUG IMPROVEMENTS, SEE DETAIL [C/7]

GENERAL SITE NOTES:

1.       ALL CONCRETE MOWSTRIPS, RAMPS AND SIDEWALKS SHALL HAVE WEAKENED PLANE JOINTS AT 10 FEET MAXIMUM ON CENTER AND EXPANSION JOINTS AT 30 FEET MAXIMUM ON CENTER PER DETAIL [A/8]

2.      INSTALL DOWELED CONNECTION AT JOINT OF NEW CONCRETE TO EXISTING CONCRETE PER DETAIL [C/8]

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

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

5.       ADJUST EXISTING SPRINKLER HEADS AND LATERAL LINES AS REQUIRED BY NEW IMPROVEMENTS, OR AS SHOWN ON THE IRRIGATION PLANS.

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. REPLACEMENT TO BE AT CONTRACTOR'S SOLE EXPENSE.

8.      IT MAY ALSO BE ACCEPTABLE TO LEAVE THE EXISTING FENCE IN PLACE AND TRENCH BENEATH.

HORIZONTAL CONTROL LEGEND:

LAYOUT COORDINATE POINT

SITE LAYOUT POINT

AP	ANGLE POINT

BC	BEGIN CURVE

CC	CORNER CONCRETE

EC	END CURVE

FP	FENCE POST

RP	RADIUS POINT

GENERAL HORIZONTAL CONTROL NOTES:

1.     THE SITE LAYOUT IS BASED ON AN ASSUMED COORDINATE SYSTEM. SITE LAYOUT POINT 100 IS A CHISELED 'X' ON THE CONCRETE SIDEWALK APPROXIMATELY 15' EASTERLY OF THE SOUTHEAST CORNER OF THE CONCESSIONS BUILDING.

SITE LAYOUT POINT 101 IS A CHISELED 'X' ON THE SIDEWALK ON THE NORTH SIDE OF THE ACCESS ROAD APPROXIMATELY 94' EASTERLY OF THE SEWER MANHOLE NEAR THE DOWNSTREAM POINT OF CONNECTION.

2.     DIMENSIONS AND POINTS ARE TO CENTER OF FENCE POSTS, FACE OF BUILDINGS, TOP FACE OF CURB, OR EDGE OF CONCRETE, UNLESS SHOWN OTHERWISE.

3.     SEE UTILITY PLAN FOR COORDINATES FOR SEWER LINE.

NORTHING EASTING TABLE
	
POINT
	NORTHING
	EASTING
	ABV
	DESCRIPTION
	
100
	2173615.88
	6374159.55
	SLP
	SITE LAYOUT POINT
	
101
	2174085.15
	6374127.42
	SLP
	SITE LAYOUT POINT
	
1000
	2174026.25
	6374049.47
	CC
	CORNER CONCRETE
	
1001
	2174025.33
	6374050.39
	CC
	CORNER CONCRETE
	
1002
	2174025.10
	6374066.35
	CC
	CORNER CONCRETE
	
1003
	2174031.04
	6374072.39
	CC
	CORNER CONCRETE
	
1004
	2174031.09
	6374081.37
	CC
	CORNER CONCRETE
	
1005
	2174039.47
	6374081.43
	CC
	CORNER CONCRETE
	
1006
	2173899.23
	6374197.00
	CC
	CORNER CONCRETE
	
1007
	2173891.82
	6374196.98
	CC
	CORNER CONCRETE
	
1008
	2173899.39
	6374179.05
	CC
	CORNER CONCRETE
	
1009
	2173891.94
	6374179.71
	CC
	CORNER CONCRETE
	
1010
	2173817.23
	6374225.31
	CC
	CORNER CONCRETE
	
1011
	2173819.44
	6374215.21
	CC
	CORNER CONCRETE
	
1012
	2173741.09
	6374183.17
	CC
	CORNER CONCRETE
	
1013
	2173722.04
	6374174.69
	BC
	BEGIN CURVE
	
1014
	2173716.59
	6374185.39
	CC
	CORNER CONCRETE
	
1015
	2173715.02
	6374188.47
	BC
	BEGIN CURVE
	
1016
	2173685.09
	6374178.41
	EC
	END CURVE
	
1017
	2173684.50
	6374166.40
	EC
	END CURVE
	
1018
	2173614.54
	6374177.29
	CC
	CORNER CONCRETE
	
1019
	2173614.69
	6374164.87
	CC
	CORNER CONCRETE
	
1020
	2173595.12
	6374169.48
	CC
	CORNER CONCRETE
	
1021
	2173595.16
	6374163.47
	CC
	CORNER CONCRETE
	
1022
	2174039.72
	6374049.39
	CC
	CORNER CONCRETE
	
1023
	2173682.99
	6374262.38
	RP
	RADIUS POINT
	
1024
	2173684.27
	6374230.40
	RP
	RADIUS POINT
	
1025
	2173963.10
	6374165.88
	AP
	ANGLE POINT
	
1026
	2173800.01
	6374214.30
	AP
	ANGLE POINT
	
1027
	2173703.66
	6374174.23
	AP
	ANGLE POINT

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

S=0.0034
Drawing: P:\222-0129\Site\ProductionDrawings\222129_gr02.dwg; 5 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	5 
0F  10 SHEETS

C 369.81 ± MATCH C

C 369.68 ±
MATCH C	MATCH C

C 369.10 ± MATCH C
C 369.08 ± MATCH C

C 370.04 ± MATCH C

C 369.16 ± MATCH C

C 370.21 ±
MATCH C	C370.24

C 370.59 ± MATCH C

C 369.56 ± MATCH C

C 369.94 ± MATCH C

C 369.98 ± MATCH C
C 369.82 ± MATCH C

C 370.27 ± MATCH C

C370.38

C 370.88 ± MATCH C

C 369.68 ± MATCH C

TC 368.16 ±

P 367.66 ± MATCH

TC368.19

C 367.88 ± MATCH AC
TC367.82

C 368.37 ± MATCH C

C 368.43 ±

C 368.67 ± MATCH C

MATCH MS	GRADING AND DRAINAGE LEGEND: C	CONCRETE

G	GUTTER

FL	FLOWLINE

MS	MOWSTRIP

P	PAVEMENT

TC	TOP OF CURB

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, THE CALIFORNIA BUILDING CODE, CURRENT EDITION(S).

TC367.83 C 367.96 ± MATCH AC

MATCH P

C 368.66 ± MATCH C C 368.64 ± MATCH C

TC 368.27 ±

G 367.81 ± MATCH

(344.9)

328.78

S=0.0050

S=0.0020

EXISTING ELEVATION

NEW FINISHED GRADE

DIRECTION OF SURFACE DRAINAGE

PIPE SLOPE AND DIRECTION OF FLOW

FLOWLINE SLOPE AND DIRECTION OF FLOW

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) ACCESSIBLE 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.	GROUND SLOPES AWAY FROM BUILDING PADS IN LANDSCAPED OR DIRT AREAS SHALL BE NO LESS THAN 5% FOR AT LEAST TEN (10) FEET, OR AS OTHERWISE NOTED ON THE PLANS.

5.	DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.

6.	 ALL FILL MATERIAL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE PLACED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER, AND IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS. A SOILS COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AS REQUIRED BY THE PROJECT SPECIFICATIONS.

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

8.	THE CONTRACTOR SHALL IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE PROJECT SPECIFICATIONS AND THE STATE WATER RESOURCES CONTROL BOARD'S CONSTRUCTION GENERAL PERMIT. IMPLEMENT BEST MANAGEMENT PRACTICES WITHIN PUBLIC RIGHT OF WAY PER LOCAL JURISDICTION REQUIREMENTS.

9.

SCALE:	1"=20'

AS A FIRST ORDER OF WORK, THE CONTRACTOR SHALL POT HOLE THE EXISTING UTILITY LINES AT THE POINT OF CONNECTION TO VERIFY THE LOCATION, SIZE, PIPE MATERIAL AND ELEVATION SO THAT THE ENGINEER CAN MAKE ELEVATION AND/OR ALIGNMENT ADJUSTMENTS IF NECESSARY. SHOULD POT HOLING DISCOVER ANY DISCREPANCIES, CONTACT THE ENGINEER AND OBTAIN WRITTEN DIRECTION BEFORE PROCEEDING.

0      5                   20                         40 SCALE IN FEET

10.      ADJUST UTILITY LIDS WITHIN NEW CONSTRUCTION AREA TO FINISHED GRADE PER DETAIL [I/8]. REPLACE ALL BROKEN LIDS WITH NEW. PROVIDE TRAFFIC RATED LIDS WITHIN VEHICLE LOADING AREAS.

11.      MINIMUM SLOPE ON IMPERVIOUS SURFACES PERPENDICULAR TO ADJACENT STRUCTURE(S), WITHIN ADA PATH, SHALL BE 1% MINIMUM AND 2% MAXIMUM. WHERE DOOR AND GATE LANDINGS OCCUR THE CROSS SLOPE SHALL BE 2% MAXIMUM IN ALL DIRECTIONS

Drawing: P:\222-0129\Site\ProductionDrawings\222129_utl02.dwg; 6 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:20pm

1026 AP
6"FL361.38

SEE NOTE 2, (TYP)

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	6 
0F  10 SHEETS

1027 AP

6"FL361.75

LID370.42 6"FL362.14

6"FL360.78

1025
AP	101 SLP

6"FL362.25	3

A 9

CONSTRUCT 72" MANHOLE ON EXISTING 48" RCP IRRIGATION WATER SUPPLY LINE. COORDINATE WITH OWNER TO MANAGE WATER IN EXISTING PIPELINE AS NEEDED. RELOCATE EXISTING UTILITIES AS NECESSARY TO CONSTRUCT MANHOLE.

GENERAL SITE UTILITY NOTES:	UTILITY LEGEND:

1

7.5'
2	6"FL360.18

1.	 AS FIRST ORDER OF WORK, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND NOTIFY ENGINEER IMMEDIATELY OF LOCATIONS, SIZE AND DEPTH.

2.	THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION, SIZE, DEPTH, AND TYPE OF ALL EXISTING UTILITIES AND INTERFERENCES SITUATED ALONG THE ROUTE OF THE PROPOSED CONSTRUCTION PRIOR TO COMMENCEMENT OF EXCAVATION, FABRICATION, AND INSTALLATION. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN SUCH A MANNER AS WILL PROTECT ALL EXISTING UNDERGROUND UTILITIES AND, IN THE EVENT OF ANY CONFLICTS, SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING.

3.	SEE IRRIGATION PLANS FOR PROPOSED IRRIGATION PIPE ALIGNMENT.

4.	COORDINATE EXACT POINTS OF CONNECTION TO BUILDING PLUMBING AND NOTIFY THE ENGINEER OF ANY CONFLICT SO THAT ADJUSTMENTS CAN BE MADE IF NEEDED.

5.	 SAWCUT EXISTING CONCRETE IMPROVEMENTS AS NECESSARY TO INSTALL NEW WATER OR SEWER IMPROVEMENTS. CONSTRUCT NEW CONCRETE IMPROVEMENTS TO MATCH ADJACENT CONCRETE IMPROVEMENTS AND JOIN TOGETHER WITH DOWEL BARS PER DETAIL [C/8]

6.	INSTALLATION, TYPE, AND MANUFACTURER'S MODELS OF DOMESTIC WATER METERS, DRAIN INLETS/OUTLETS AND OTHER APPURTENANCES OF SITE UTILITY SYSTEMS SHALL BE DONE IN STRICT ACCORDANCE WITH GOVERNING AUTHORITY REQUIREMENTS.

7.	 LAYOUT OF MATERIALS, EQUIPMENT AND SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY. THE ACTUAL LOCATIONS OF ALL MATERIALS, PIPING, FIXTURES, EQUIPMENT, SUPPORTS, ETC., SHALL BE CAREFULLY PLANNED PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL INTERFERENCES WITH EACH OTHER OR WITH STRUCTURAL, ELECTRICAL, PLUMBING AND MECHANICAL, ARCHITECTURAL OR ANY OTHER ELEMENTS. ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.

8.	 ANY INSPECTION TO BE MADE BY THE AUTHORITY HAVING JURISDICTION SHALL REQUIRE A MINIMUM OF 24 HOUR NOTICE.

9.	 PURITY TESTS ARE REQUIRED ON ALL WATER SYSTEM INSTALLATIONS. CONTRACTOR TO COORDINATE WITH THE AUTHORITY HAVING JURISDICTION.

10.	IF THE TOP OF THE STEM OF ANY WATER GATE VALVE IS DEEPER THAN 4' BELOW FINISHED PAVEMENT GRADE, THE CONTRACTOR SHALL INSTALL A STEM EXTENSION SO THAT THE TOP OF THE STEM, WITH EXTENSION, SHALL BE NO DEEPER THAN 4' NOR SHALLOWER THAN 2' FROM FINISHED GRADE.

11.	BACKFILL UTILITY TRENCHES PER DETAIL [D/8]

12.	 ADJUST EXISTING UTILITY LIDS TO FINISHED GRADE PER UTILITY COMPANY STANDARDS AND DETAIL [I/8] AND INSTALL TRAFFIC RATED LIDS WHERE LOCATED IN A TRAFFIC AREA.

FL

CO

S=0.0050

1

2

3

PVC, SDR 35 SEWER MAIN, SIZE AS NOTED ON PLANS. PIPE BEDDING AND BACKFILL PER DETAIL [D/8]

CL350 DUCTILE IRON PIPE , SIZE AS NOTED ON PLANS.

FLOWLINE

SEWER CLEANOUT PER DETAIL [F/8]

PIPE SLOPE AND DIRECTION OF FLOW

CONNECT EXISTING 4" SEWER TO NEW SEWER MAIN PER DETAIL [D/9]

CONNECT TO EXISTING SEWER LINE WITH STAINLESS STEEL STRAP WYE SADDLE CONNECTION. VERIFY SIZE, DEPTH, AND LOCATION.

RE-CHANNEL MANHOLE BASE FOR FLOW TO NORTH.

SCALE:	1"=20'

0      5                   20                         40 SCALE IN FEET

2" MAX
3" MIN (TYP)
3" MAX
3" MAX
3" MIN (TYP)
6'
Drawing: P:\222-0129\Site\ProductionDrawings\222129_dtl01_SWR.dwg; 7 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:21pm

DRIVE GATE OPENING

DRIVE GATE	DRIVE GATE	10' (MAX) SEE SITE PLAN FOR LOCATION                SEE SITE PLAN FOR LOCATION

MAINTENANCE	10' MAX SPACING GATE SEE PLAN
*SEE BELOW FOR ACCESSIBLE GATE

OPEN FABRIC CHAIN LINK FENCE AND GATE LEGEND:

1       1/8" X 3/4" GALVANIZED STEEL STRETCHER BAR.

OPEN FABRIC CHAIN LINK FENCE AND GATE NOTES:

1.	GATE FRAME SHALL BE 2" O.D. GALVANIZED STEEL (2.72 LB/FT).

9	2

4	4

1 6

12 9
1      5	5

2	10

9"
8" 8

2	GATE POST

9

4	4

11

5	1 6

5

3" MAX
3" MIN (TYP)
2

RAINPROOF CAP, (TYP)

7	2

4

3

6		5	2 9

13

12"
3" MIN
8	8" DIA MIN

2	7	9	2	7	6

4                                                                                                          4 5                         1                                11                                             5

6
1

9

2	2

13	2

12"
8" DIA	8 MIN

8	8

2	7

1

6

2 CORNER

OR END POST
3

4

5

6

7 8

8

9

9 GAUGE (0.148" DIA) GALVANIZED STEEL TIE WIRES OR HOG RINGS AT 15" MAXIMUM SPACING. MINIMUM OF 8 TIE WIRES PER EACH 10' HORIZONTAL RAIL.

6 GAUGE (0.192" DIA) GALVANIZED STEEL POST CLIPS AT 14" MAXIMUM SPACING. MINIMUM 3 POST CLIPS FOR EACH 4' POST.

GALVANIZED ADJUSTABLE TURNBUCKLE FOR 3/8" DIAMETER TRUSS ROD.

3/8" DIAMETER GALVANIZED STEEL ADJUSTABLE TRUSS ROD. TRUSS RODS REQUIRED FOR ALL GATE POST PANELS, END OR CORNER POST PANELS.

1/8" THICK GALVANIZED STEEL STRETCHER BAR TENSION BAND AT 12" MAXIMUM SPACING. MINIMUM OF 4 TENSION BANDS FOR EACH 4' POST SECTION.

GALVANIZED RAIL ENDS.

CONCRETE FOOTING, TYPICAL.

HINGES PER THE SPECIFICATION.

2.	FENCE FABRIC SHALL BE 2" X 2" MESH X 9 GAUGE GALVANIZED FENCE FABRIC WITH KNUCKLED TOP AND BOTTOM SELVAGE. FENCE FABRIC TO BE GALVANIZED BEFORE WEAVING (GBW)

3.	 ALL FENCES ADJACENT TO ATHLETIC FIELDS, COURTS, BALLFIELDS, OR RUNNING TRACKS SHALL HAVE 1.66" O.D. BOTTOM RAILS INSTEAD OF TENSION WIRE

4.	 MATCH OWNER'S LOCKSET GATE HARDWARE AND KEYING SYSTEM FOR ALL KEYED GATES.

5.	WALK GATE POST SIZE LIMITED TO 6 FOOT WIDTH OR LESS. SEE DRIVE GATE SIZING FOR LARGER LEAF WIDTHS.

6.	 DOUBLE TRUSS RODS ARE REQUIRED IN PANELS ADJACENT TO GATE POSTS AND AT ALL FENCE CORNERS AND END PANELS.

7.	 ALL GATE CORNERS AND SUPPORT POINTS SHALL BE FASTENED TOGETHER AND REINFORCED WITH MALLEABLE IRON FITTINGS DESIGNED FOR THAT PURPOSE. WELDED CONNECTIONS WILL NOT BE ALLOWED.

8.	TACK WELD ALL GATE HINGES AND LATCH COLLARS TO POST.

9.	 ALL AREAS AFFECTED BY WELDING, TRIMMED ENDS OF BOLTS, STRETCHER BARS, TRUSS RODS OR ANY EXPOSED STEEL SHALL BE PAINTED (GALVANIZED) PER CONTRACT SPECIFICATIONS.

FENCE AND GATE ELEVATIONS	10

11

12

13

14

15

16

17

GALVANIZED STEEL PIPE SLEEVE FOR GATE DROP ROD.

LOCKABLE FORK LATCH PER SPECIFICATIONS

CENTER GATE DROP POST AND LATCH

INSTALL GATE HOLDBACK FOR ALL GATES.

ACCESSIBLE GATE SIGN PER DETAIL [7]

10" HIGH, 1/8" THICK STEEL PLATES WELDED ON THE BOTH SIDE OF THE GATE AT BOTTOM FULL WIDTH OF THE GATE. THE KICK PLATE AND WELDS SHALL BE GALVANIZED FOR CORROSION RESISTANCE.

12" HIGH, CENTER ON LATCH, 1/8" THICK STEEL PLATES WELDED ON THE NON FABRIC SIDE, THE FULL WIDTH OF THE GATE. THE PLATE AND WELDS SHALL BE GALVANIZED FOR CORROSION RESISTANCE.

ADA COMPLIANT PANIC HARDWARE, VON DUPRIN 22 PANIC BAR, WITH ADA COMPLIANT LOCKABLE DUMMY TRIM, VON DUPRIN 22NL OR APPROVED EQUAL.

10.	CONTRACTOR TO PROVIDE AND INSTALL GATE HOLDBACK FOR EACH GATE. HOLDBACK TO BE INSTALLED IN FENCE MOWSTRIP UNLESS OTHERWISE NOTED.

11.	ALL ACCESSIBLE GATES SHALL HAVE:

a. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY CBC SECTION 11B-404.2.7 OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE MAXIMUM FORCED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS PER CBC 11B-309.4.

b. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE BOTH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.

12.	CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM PER CBC 11B-404.2.8.1.

13.	GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO THE CLOSED POSITION 1.5 SECONDS MINIMUM PER CBC 11B-404.2.8.2.

14.	 ACCESSIBLE GATE SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES AND A MAXIMUM CLEAR OPENING OF 48 INCHES PER CBC 11B-404.2.3

	CHAIN LINK FENCE SIZING SCHEDULE - OPEN FABRIC

FENCE HEIGHT
	END, ANGLE, CORNER POSTS
	LINE POSTS
	SINGLE LEAF MAN GATE POSTS
	DOUBLE GATE POSTS
	COMMENT
	
	POST DIAMETER
	FOOTING DIAMETER
	FOOTING DEPTH
	POST DIAMETER
	FOOTING DIAMETER
	FOOTING DEPTH
	POST DIAMETER
	FOOTING DIAMETER
	FOOTING DEPTH
	POST DIAMETER
	FOOTING DIAMETER
	FOOTING DEPTH
	1.66" O.D. TOP AND BOTTOM RAIL, SCHEDULE 40
	
6'
	2-7/8" O.D.
	12"
	4'-0"
	2-3/8" O.D.
	12"
	3'-3"
	2-7/8" O.D.
	12"
	4'-0"
	6" O.D.
	15"
	5'-0"

15.	THE MAXIMUM FORCE TO PUSH OR PULL OPEN A GATE SHALL BE 5 LBS. (11B-404.2.9)

16.	CHAIN LINK FENCING AND GATE ARE EXEMPT FROM DSA STRUCTURAL SAFETY APPROVAL PER DSA IR A-22 SECTION 1.2.1

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	7 
0F  10 SHEETS

	

10"

20"

					

A	CHAIN LINK FENCE AND GATES 7	NOT TO SCALE

TC=
(SEE PLAN)	6"	24"

7" THICK ASPHALTIC CONCRETE,
TYPE A, WITH 3/4" MAX. AGGREGATE	SAW CUT LINE, TYP.

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

1/2" RADIUS TYP.

G=
(SEE PLAN)

12" COMPACTED SOIL

NEW PAVEMENT

EXISTING PAVEMENT SURFACE

VARIES

EXISTING PAVEMENT SURFACE

12"
6"
1-1/2"
1/8" TO 1/4"
TACK COAT TACK COAT

CONCRETE PER SPECIFICATIONS

SOIL STERILANT

12" COMPACTED SOIL

B	CONCRETE CURB AND GUTTER 7	NOT TO SCALE

C	ASPHALT CONCRETE PLUG 7	NOT TO SCALE

6"
VARIES
6"
24" (MAX)
(AT LEAST 12"
ABOVE PIPE)
3-1/2"
8'
(MIN)
1.67"
36"
MIN.
6"
4'-0"
12"
Drawing: P:\222-0129\Site\ProductionDrawings\222129_dtl01_SWR.dwg; 8 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:21pm
d/2
d
(TYP)
6"
6" AT GATE OPENINGS

4" AT OTHER LOCATIONS

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

VARIES (SEE PLAN)

1/2" RADIUS

ADJACENT PAVED SURFACE

NEW CONCRETE IMPROVEMENT

3/4"	3/4"

1/4" RADIUS FLUSH
NEW CONCRETE

IMPROVEMENT

1/4" RADIUS FLUSH

0" TO 1/2"

1/4" RADIUS

H
NEW CONCRETE IMPROVEMENT

3/8"

H/4

B	CONCRETE MOWSTRIP 8	NOT TO SCALE

NOTES:

CONCRETE

12" COMPACTED SOIL

3/8" FIBER EXPANSION JOINT MATERIAL AT FULL DEPTH

1.      DRILL HOLE 1/8" LARGER THAN DOWEL DIAMETER.

2.     CLEAN HOLE THOROUGHLY OF DUST AND FRAGMENTS WITH WATER, WIRE BRUSH, AND AIR.

SALVAGED BOLLARD

AND SLEEVE

CONSTRUCTION JOINT

FINISHED GROUND SURFACE

TER AREAS = 2" SOD AREAS = 1/2" SEED AREAS = 0"

1/2" RADIUS

EXPANSION JOINT

WIDTH VARIES

CONCRETE

4"

WEAKENED PLANE JOINT

EXISTING CONCRETE OR PAVEMENT WHEN
PLAN
MATCH	APPLICABLE, SEE

3.     FILL HOLE WITH APPROVED ADHESIVE BEFORE INSERTING DOWEL INTO EXISTING CONCRETE.

4.     WHERE SMOOTH DOWEL IS USED, APPLY BOND BREAKER TO SIDE IN NEW CONCRETE AS REQUIRED TO ALLOW HORIZONTAL MOVEMENT OF CONCRETE.

5.     WHERE DEFORMED REBAR DOWEL IS USED, PROVIDE APPROVED WRAP ON SIDE IN NEW CONCRETE AS REQUIRED TO ALLOW HORIZONTAL MOVEMENT OF CONCRETE.

EXISTING

CONCRETE 12"

6"

HARDSCAPE SUBGRADE OR TURF/LANDSCAPING AREA MATCH EXISTING GROUND SURFACE

COMPACTED BACKFILL PER SPECIFICATIONS

METALLIC LOCATOR TAPE

UTILITY PIPE

FINISH SURFACE

CONCRETE

FOOTING

4"

12" COMPACTED SOIL

SEE NOTES ABOVE	 #3 REBAR OR SMOOTH DOWEL 3/8" @ 18" O.C.

6"
4" (MIN)

FL ELEVATION

SHAPED BED OF GRANULAR MATERIAL

4" (MIN)

1'-8"

A	REGULAR DUTY CONCRETE 8	NOT TO SCALE

C	DOWEL BAR 8	NOT TO SCALE

D	TRENCH DETAIL FOR UTILITY LINES 8	NOT TO SCALE

E	REMOVABLE PROTECTION POST REINSTALLATION 8	NOT TO SCALE

IN PLAN IN TURF IN TURF

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	8 
0F  10 SHEETS

NOTES:

CURB FLUSH WITH LIP AND ADJACENT
PAVEMENT	TOP OF RAMP ROUNDED

1.     THE DETECTABLE WARNING SHALL VISUALLY CONTRAST 70% WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.

PRECAST CONCRETE BOX WITH COVER, FLUSH WITH ADJACENT CONCRETE

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

CLEANOUT PLUG

6"

ADJACENT SURFACE, SEE NOTE 3

DETECTABLE WARNINGS PER DETAIL H/ 8

4" THICK CONCRETE

SECTION A-A

A

8.33%
MAX
3'
10:1                                     10:1 MAX                                     MAX

NOTES:

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.

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

2.     THE DOMES MAY BE CAST-IN-PLACE, STAMPED, OR PART OF A PREFABRICATED SURFACE TREATMENT.

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

0.2"
THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE ACCESSIBLE PATHWAY PER CBC 1133B.8.5, SEE SITE
SECTION	PLAN

VARIES

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

CONCRETE COLLAR REQUIRED IN TURF AND PLANTER AREAS

P.V.C. RISER

12" COMPACTED SOIL

P.V.C. PIPE

P.V.C. SLEEVE

P.V.C. SANITARY WYE

PLUGGED WYE AT END OF LINE

CONCRETE CURB	A

5'                   5'                  5' MIN.                                   MIN.

DEPRESS CONCRETE CURB

PLAN

6"
CURB LIP FLUSH WITH ADJACENT PAVEMENT

0.45"	0.9"

PLAN

6"
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.

F	SURFACE CLEANOUT 8	NOT TO SCALE

G	CONCRETE CURB RAMP 8	NOT TO SCALE

H	DETECTABLE WARNINGS 8	NOT TO SCALE

I	ADJUST UTILITY LID 8	NOT TO SCALE

Drawing: P:\222-0129\Site\ProductionDrawings\222129_dtl02_swr.dwg; 9 - BCF.ctb
Plot by: manaya May 08, 2024 - 5:21pm
6'-0"+16"
24"
(MAX)
8"
VARIES
VARIES
10"
2 1/2"
12"
12"
6"
20'-0"

10'-0"	10'-0"

A

EXIST 48" RCP TO REMAIN (TYP)

NOTES:

1.      PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.S.T.M. C-478, USING TYPE II CEMENT.

ELASTOMERIC PVC WATERSTOP AS MANUFACTURED BY FERNCO, OR APPROVED EQUIVALENT

6" PVC PIPE

2.      ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED.

3.      INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE, (WOOD TROWEL).

INSTALL 6" FLEXIBLE COUPLING WITH STAINLESS STEEL STRAPS, NUTS AND BOLTS AS NECESSARY (TYP)

6" PVC PIPE

INSTALL 6" SEWER, WITH CL350 DUCTILE IRON PIPE THROUGH MANHOLE

05/07/24
	
CONSULTANT
	
REF. & REV.
	
CLOVIS UNIFIED SCHOOL DISTRICT

SEWER IMPROVEMENTS
	CONST. DOCUMENTS
	
				DR. BY: 	
CH. BY: 	
DATE: 	
SCALE AS NOTED
	SHEET NO. 	9 
0F  10 SHEETS

SET LID LOCATION TO MINIMIZE IMPACTS ON EXISTING UTILITIES

REMOVE EXISTING 48" RCP WITHIN MANHOLE

A
PLAN

SOLID COVER PER DETAIL [C/9]

CONCRETE COLLAR FLUSH WITH COVER

POURED-IN-PLACE CONCRETE COLLAR, FULL CIRCUMFERENCE.

PRECAST CONCRETE RISERS

#5 @ 12" E.W

#5 @ 5" E.W

8"	RELOCATE UTILITIES AS NECESSARRY

24"	ADJUSTING RINGS AS REQUIRED

PRECAST FLAT MANHOLE

COVER, H-20 LOADING
REMOVE EXISTING 48" RCP	20'-0"

WITHIN MANHOLE

EXISTING 48" RCP TO REMAIN (TYP)

INSTALL 6" SEWER, WITH CL350 DUCTILE IRON PIPE THROUGH MANHOLE

#5 HOOP TOP & BOTTOM

72"

6" FL362.14

PROVIDE KEYED BASE FOR PRECAST COVER SECTION.
POURED-IN-PLACE

CONCRETE BASE.

INSTALL 6" SEWER, WITH CL350 DUCTILE IRON PIPE THROUGH
MANHOLE AND 48" PIPE	6" FL362.14

ELASTOMERIC PVC WATERSTOP AS MANUFACTURED BY FERNCO, OR APPROVED EQUIVALENT

INSTALL 6" FLEXIBLE COUPLING WITH STAINLESS STEEL STRAPS, NUTS AND BOLTS AS NECESSARY (TYP)

EXISTING MANHOLE	PLACE WATERTIGHT PLUG IN EXISTING LATERAL CONNECTION

SAWCUT AND REMOVE EXISTING 4" SEWER PIPE

INSTALL 45° ELBOW ON EXISTING SEWER LINE

EXISTING 4" SEWER PIPE TO REMAIN

(48" FL362.00)±	8"

SECTION "A-A" NOT TO SCALE

FL362.11

6" PVC PIPE

(48" FL362.00)±

SECTION B-B

NOT TO SCALE

S=0.0035

FL362.18	6" PVC PIPE

EXISTING 48" RCP

PROPOSED 6" SEWER WITH WYE

A	DUCTILE IRON PIPE THROUGH STORM DRAIN MANHOLE 9	NOT TO SCALE

B	CONNECTION OF 4" SEWER TO PROPOSED 6" SEWER 9	NOT TO SCALE

4 1/2"
(MIN)
1 1/4"
27" DIA.
3/4"
25 1/2" DIA.	NOTES:

24" DIA. 36" DIA.

1.      ALL DIMENSIONS ARE FINISHED DIMENSIONS.

2.     MATERIAL SHALL BE CAST IRON.

SECTION "A-A"

3.     FRAME AND COVER TO BE CONSTRUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION A48, CLASS 25.

4. A	A

MANHOLE COVER DESIGN, AS A MINIMUM, IS TO HAVE THE WORDS "STORM SEWER" OR "STORM DRAIN" MOLDED INTO THE COVER, AS APPROPRIATE.

5.     GRATE OPENINGS SHALL BE 1/2" MAXIMUM WHERE LOCATED WITHIN THE PEDESTRIAN PATH OF TRAVEL.

PLAN

MANHOLE FRAME

6.     INSTALL SLOTTED GRATE SO SLOTS ARE PARALLEL WITH THE DIRECTION OF SURFACE DRAINAGE FLOW.

C	MANHOLE FRAME AND LID 9	NOT TO SCALE