YUBA COUNTY
INDEX OF SHEETS
CITY OF MARYSVILLE
DRAWING DROWNG TITE
•POCER REHENTES PLANS FOR
223122 5TH STREET REHABILITATION - • SITE
SIDE WALK LAYOUT
J STREET TO E STREET
CITY CONTRACT NO. 21-01
TATE HANDLING PRASE A
CITY DETAILS 1
FEDERAL PROJECT NO. 5009(030)
TO BE SUPPLENENTED BY CALTRANS STANDARD PLANS DATED 201€ L30
.31
.33 G
TH STREET F STREE
STREET LOCATION MAP
STREE SR70 / E STREET
NOT TO SCALE
J STREET $ OF THE FAR SECLE FOR TE
6TH STREET NERVE THE CONFER ANCES THE OLOMAN CONTRACTOR COMES AT CONTROL INFORMATION A. CENE LEVANtERNG
PONT I NORTHING EASTNG ELEV DESCRIPTION
2177263051 E676396.15 58.013 VAG CK CP
2177267.14 66:6998.56 SE- 80C
177330 54 66:7026.15 59.06 SET MAG
2177331.17 C897470 C0 60 93 1 SE- MAGI
217727C.14 6677559.50 62.92 En son
1157728 2 8877599 8 62.99 FD OIP SITE
2177157.45 3675862.09 57 94 FD TOPPER 5TH STREET
7177156 09 6675849.97 53.74 SET NAG
2253 2177247.72 675582.97 58.23 SET NG/SHNR
APPROVED EY: DATE: 8-12.202)
CRAG FLATT
4TH STREET
DESIGNED BY:
PROJECT VICINITY MAP
OWNER CONTACT: DATE OF PLANS: 8-12-2321
i 100 3c DATE OF SPECIAL PROVISIONS: 08-12-2021
• me
CAL BEFORE YOU DIG
CALL "USA" TOLL FREE
S11 OR 1-800-227-2600 CITY OF MARYSVILLE
PROJECT CONSULTANTS: ITILITY REPRESENTATIVES
5TH STREET REHABILITATION
TITLE SHEET & LOCATION WAP
MA VATRE SERVICE 21-01
T-1
UNDERGROUND SERV CE ALERT
ABBREVIATIONS, SYMBOLS, & NOTES
ABBREVIATIONS WATER LINE SYMBOLS GENERAL NOTES
EXISTING DESCRIPTION 1. DEPARTMENT TATE DONE IN INFORMITY AT THE AFFLICABLE PROVISIONS OF THE STANDMED SPECIFICATIONS, STATE OF CALIFOFIA FIRE HYDRANT 2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE, ANDIOR ANY OTHER LICENSES; REQUIREO BY THE STATE OF CALIFORNIA,
ASS ENTREPRESENTATE SHALL BE SITE WHEN CONTRACTOR IS WORKING AND BE AVALABLE TO THE CITY CONSTRUCTICN INSPECTOR
CATE VALVE
BUTTERFLY VALVE THERE CAME EATE A A TES WHEN THE PROVECT S COMPLETE THE CONTRACTOR M-LEB
MTR METER FLANDED COUPLING
MECHANENL CINT
= ·8
BSW ON CENTER WATER SERVICE METER BOX
BUTLE FOREPLAN ANY TRAFFIC MARKERS ANDOR MARKINGS DAMASED OR REMOVED DURINS CONSTRUCTION, TEMPORARY MARKERS SHALL WATER INTe
IR VACUUM VALVE
888 1Q. CONTRACTOR SHALL PROVIDE THE USA TICKET NUMBER FOR THIS PROJECT TO THE CITY PRIOR TO COMMENCING ANY EXCAVATIONS.
CHECK VALVE
*. CONFES, AGED HE TESSA BE HEARD A RELEST RE CENTRATE A TE CONTRACTS ARE ANY TRENCHING TO ENSURE NO DAMAGE CR
NATER BLOWOFF
SIDE MOUNTEO CATE VALVE
PROP MR 800580 28 8398085 07 838 IN BACT 190888735095 CEN A BOTO BATE BITS SOLO BRAV 2SC
MP 1 CORNERE ACRE ROSETRO MEND BRON CAR EVER ON MED PRETE COMATIN ME ZONE DEME PRETER AMOE
SANITARY SEWER SYMBOLS
15. CONTRACTOR SHALL BE RESPONSIBLE FOR AQUUSTING ALL MANHOLE COVERS INDICATED ON THE PLANS IN PROUECT AREA, NEW CONST. EXISTING DESCRIPTION 16 CONTRACTOR IS TO PROVIDE AND IMPLEMENT AN APPROVED TRAFFIC CONTROL PLAN PRIOR TO THE START OF WORK.
REAFORCED CONRETE PPE 17. THE CONTRACTOR SHALL PLAN ON ALL WORK INVOLVING TRAFFI: CONTROL AND STAGED CONSTRUCTEN OF THE PROJECT TO OCCUR DUFING THE HOURS OF 9 AM AND 3PM.
SANITARY SENER LINES & CONTRAINISER SHUL RE BOTAN BERECTENDER CAL TRAUR STANDAR ANONETS THE SESHMI BE MANHANCO THROUGHNUT THE ORIENT CURATES U53
S FANCUT
LOCO CETECTOR LEADAICARLE
0. ALL CONTRACTOR EMPLOYEES TO RE ONSIYE SHALL HAVE THE RECUSED AFRIM LEAD DEPOSIT TRAINING PRICR TO PERFORMING ANY WORKI
EVER SERVICE
ACTRE GRADE STORM SEWER SYMBOLS
ELEVATION NEW CONST. EXISTING DESCRIPTION
24. ALL MATERIALS THAT RE IN CONTACT ME ROTAR EMMER ARE TO BE LEAD FREE AND CONFORM WTH ANSINS STANCARD 61 (INCIRECT ADCITNES.
BARRER COnSO DRANINLET
STORM (E) 12" SO
28. TOTER NERVATIN A DUN ENSTRUCTIC SITES SHALL BE WATERED ON DURING THE CONSTRUCTION PHASE OF THE PROJECT OR AS CRECTED BY THE ENSNEER.
Ess 195 20 ECRE PLATE, ROLA CONTROL MASTE SHAL BE MEN TORTO AND MAALED CONTES THROUGHT HE STORE SEASON ORMING TO THE PROLECT EROSKI TRANBORMER 31. SOLL SHALL NOT BE TREATED WITH LIME OR OTHER MATERIAL MATERIAL WITHOUT PRIOR WRITTEN BY BY THE WORKS CEPARTMENT, 39 STORAGE OF OONSTRUCTION MATERIAL IS NOT ALLONED IN THE TRAVEL HAYS. 34 THE CONTRACTOR SHALL PROVIDE AOCESS TO MAILBOXES AT ALL TIMES.
CITY OF MARYSVILLE
5TH STREET REHABILITATION
ABBREVIATIONS, SYMBOLS, & NOTES
N-1 21-01
J STREET PINE STREET I STREET LEMON STREET H STREET
дув есту мет. 5TH STREET
G STREET ORANGE STREET F STREET MLLOW STREET E STREET
MATCH LINE A-A 5TH STREET
Eng
Bus ceas
HORIZONTAL CONTROL STATEMENT VERTICAL CONTROL STATEMENT CITY OF MARYSVILLE
RONIMATE VALISE COO CHIC CUBURY ADE DECORUA TO THE MANTE MEDIAN RAT ACCOMAN A ADICINATE COAL CALAA MIAMIMICATA MEDIAMOM DAT(008 MAUMOR AND ADICINATE CRAMME CHOI ANTON DANT VOME A DETEC BEACOC DRA BIOCO OMARO 5TH STREET REHABILITATION HORIZONTAL VALUES ARE BASED UPON THE NATIONAL READUUSTMENT OF 2007 WTH AN NGS PUBLISH NAVD(1588) ELEVATION OF 61.63 AND A PROJECT PLAN AND IS EQUIVALENT TO NAD83 (NSRS2007). NGVD (1929) ELEVATION OF 59.30. TOPOGRAPHIC SURVEY SHEET 21-01
ENGET 3
•PINE STREET 1 STRE H STREEE
5TH STREET
G STREET ORANGE STREET F STREET WILLOW STREET E STREET
5TH STREET
oE CeocE BEC PErE et
GRAPHE SONLE
TARSOES APESTN ASSALT & COAKRETE PAVENENT SECIAN
YEYNA CONSOEIEAECAMK & CUSOZ CUTIEO DEMENAL - 140 gi
CITY OF MARYSVILLE
5TH STREET REHABILITATION
PRET VIT LE COMR NAT DRNO S OESCL RH ANO REPLACE 25 DEMOLITION PLAN DP-1 21-01
MH-MBE
088200 82006P25 3365 5150 57.85 S525 C$LS DES D32a Osis ESZE 0519 0819 00x5 bs24 be14 hoys $1,90 5009 $400 DOCENTERsE
Cient exte
STA 87-0:5 1 522
83+00 67-00 18400
J STREET PINE STREET I STREET LEMON STREET
пруд 32055,0.
PIER S820
PEP 59-70 У EP 57:02
MARYSVILLE, CA SOBOT
(P)EP S0.05/
68+00 5TH STREET SEE SHEET 06
66+00 67÷00
63+00 64+00
LOTECT IN PLACE
64.0°
RELOCATE -
MATON GRADE
DAD TONED BE RAMA ON YUE ATS ME CAN CALE DE MANIACCA LONG LN AÓ DO N HM Q
4. ALL DRIVENLY CURB CEPRESSIONS SHALL BE A MINIMUM OF 12 FEET MDE, MATCH EXISTING CRIEVY, OR AS NOTED, WHICHEVER IS OREATER.
5. CONTRACTOR SHALL THEN ALLON 2 WEEKS FOR UTILITY COMPAMES TO ADJUST AOCESS COVERS TO GRACE ASTER PAVINO.
CITY OF MARYSVILLE
5TH STREET REHABILITATION
ARAPHIC SCALE PLAN AND PROFILE - J ST TO LEMON ST
40 P-1 21-01
TYPE CARE ECTIN
3100320032.03 8008003511 00 00 5901 558096305835 3000 3020 5832 ELCENTÉRTISE:
E14 STORA CRAIN: систори раді
8 69+00 70+00 73+00
LEMON STREET H STREET G STREET
salt sag
STA FORTRE.
LOCATE BERMICE
10-E1/ = 00,12 STA7E130
TA (9-845
12+00
STA PAStO
RELOCATE SERVEE
FOR NEWEP
B AFTER CALLING IN THE USA, THE CONTRACTOR SHALL NOTE ALL EXESTING UTIES TO VERY THE SEE, TYPE AND CEPTHE THE UTIES PRIOR TO ANY EXCAVATON
REPAIRS TO MARKED UTITES DAMED BY THE CONTRACTOR CURNO EXCAVATIN SHALL BE CONSIDERED AS INCLUDED AS PART CF HENS OF FINAL TRENCH RESTORATION SHALL DE CLASS 2 ADOREGATE RASE OR CONTROLLED CENSEY ELLI & INAUCAY CONTRACTOR SHALL THEN ALLON 2 WEEKS FOR UTLITY COMPANIES TO AUST ADDESS COVERS TO GRADE AFTER PAVING. VARIES 20 Г CITY OF MARYSVILLE
5TH STREET REHABILITATION
PLAN AND PROFILE - LEMON ST TO G ST
20 10%
STH STREET GST TO H ST P-2 21-01
TYPICAL CROSS SECTION
00 da
Ds so 50 2200 cia e20
Lee:
teethe
I ELECTRE:
75+00 77+00 79+00 80+00
G STREET ORANGE STREET F STREET
RELOCATE SERVICE
° SE INV = 08.10 (P)EP E2.91
5TH STREET (SEE SHEET 06)
CROTECT INPLACE 80+00
STA 246130
ROTECT I PLACE
iCE s0.0 OR NEWER
RELOCATE SERVICE
OTA TENE
5TH STREET (SEE SHEET 08)
6° SINV - 56.66
MEP SEE
688
NOTES.
AFTER CALLING IN THE USA THE CONTRACTOR SHALL NOTE ALL EXISTING UTILITIES TO VERIFY THE SIZE, TYPE, AND DEPTH OF THE UTILITIES PRIOR TO ANY EXCAVATION.
REPARS TO MARKED UTILITIES DAMAGED BY THE OCNTRACTOR DURING EXCAVATION SHALL BE CONSIDERED AS INCLUCED AS PART OF FENS OP FINAL TRENCH RESTORATION SHALL BE CLASS 2 AGGREGATE BASE OR CONTROLLED DENSITY FILL.
4. ALL DRIVEWAY CURE DEPRESSIONS SHALL BE A MINUM OF12 FEET WIDE, MATCH EXISTING ORM/EVIAY. OR AS NOTED. WHICHEVER IS GREATER. R-7,0
GONTRACTOR SHALL THEN ALL CUSHERS BARUTHY GMDES TO ANEXT MASSES CYNIERS TOGRANE ASTER DAMNA VARIES
CITY OF MARYSVILLE
MATCH GRADE -
5TH STREET REHABILITATION
PLAN AND PROFILE - GST TOF ST
ROVED TO VIA TALE
STH STREET F ST TO G ST P-3 21-01
81.9219.09 69.00 57-00 P20 547 3231 F2.55 62.80 572033005003 32.00 61.05 5793 5100 02.76 1200 80.00 ESS 1137-101
HES MET TATE
FIAS
(E18 STORM DRAN
32+00
F STREET WILLOW STREET E STREET
(P) EP 63,70 EP 63,60
MARYSVELE, CA 95001 LARYSVLLE
- 165--
MER SSTT4322982
83+00
STH STREET (SEE SHEET 07) SROTECTINPLACE 80+00 PLEP6951
PROTECT EXISTING SIGNAL LOOPS
54.85 CATE SERVICE PROTECT A TEN SEA LOOPS
OR NEWLE
STARLINZ
*HE STRE MONTATREET PIEPES10,
to -
AFTER CALLING IN THE USA THE CONTRACTOR SHALL NOTE ALL EXISTING UTILIFEES TO VERIFY THE SIZE, TYPE, AND DEPTH OF THE MILITES PRIOR TO ANY EXCAVATION.
NOT A ten is
FIAL TRENCH RESTORATICH SHALL BE CLASS 2 AGGREGATE BASE OR CONTROLLED CENSITY FILL I AL GENERAY CURE CEPRESSINS SHALL BE A MANUN OF 12 FEET VIDE MATCH EXTING ORNENAY, OF AS NOTED. WHEEVER STH STREET TYFICAL CITY OF MARYSVILLE MATCH GRADE →
CONTRACTOR SHALL THEN ALLOW 2 WEEKS FOR UTILITY COMPANIES TO AUST NOCESS COVERS TO GRADE AFTER PAVNO. 5TH STREET REHABILITATION
PLAN AND PROFILE -F ST TO E ST
20 wwww
P-4 21-01
P) FL 57.60 [TBW 58,60
TBW 58.18 ° P!FL 57.58 TBW 58.15
R=10
FL. 58.22
TBW 58.15
09 29 Ta
o (P) FL 57,34 (P) FL 57.3 TBW 58.90
R=10
FL 57.43 IS LS 13
= 5753
(P) FL 57.27
°(P) FL 57-32 FL 57.48 ONG506572
(P) FL 57.
R=10• (P) FL 57.26
BW 58.27 ріF: K8)
2-12
0, R=12. TBW 58.42
TBW 584 G STREET NW G STREET NE
TBW 58.00 . G STREET SW G STREET SE
E)FL 57.86
(=155 (P) E1 31.70
H STREET NW H STREET NE
CÔNC 58 .40 жC 59.1
I STREET NW I STREET NE H STREET SW H STREET SE TBW 59.23 R=12 1
İ STREET SW İ STREET SE 38.80.
P)FL 38.42
L=4
MEI 67 30
TBW 62.77
TBW 58.27
rBW 58.25|
1o mn
TEW SG: 9TBW 59.36
2-17
CONC 57.85 R=10
(ip1E),S12910(P) FL 57,43
: R=10'
~ R= R=10 T.te
57.52 (P) FL58. CONC 62.75 ISW 5295
(P) FL ST.54
(P) FL 57.62 (P) FL. 57.96 TEW 59.35 P) FL 62.43
R-10 (P) FL 62.10
F STREET NW F STREET NE
F STREET SW F STREET SE
JTBV/ 62.70 CNC 62.80
CITY OF MARYSVILLE
L*31* 5TH STREET REHABILITATION
RAPHIC SCAE SIDEWALK LAYOUT
P-5 21-01
MiH-M BY MG 9
70+00 11716105V1),
68+00
MEDIAN (H STREET TO I STREET)
L=71.7 * (0.5 MDE)
72+00
L-111,8' + (0,5 WIDE)
MEDIAN (G STREET TO H STREET)
L=71.4₺(0.5 MDE)
ReSOS 77+00
76+00
L-111,7 = (0.5 MDE)
MEDIAN (F STREET TO G STREET)
GRAPHIC SCALE
83+00
R=30.5
30+00
1=723 (05 WIDE) R=30,5
CITY OF MARYSVILLE
5TH STREET REHABILITATION
MEDIAN (E STREET TO F STREET) MEDIAN LAYOUT
RAMPONA
P-6 21-01
STASF
F STREET
JOLS
(P) RRFB
5TH STREET 80+00 5TH STREET
= 79400
(P) RRFB
NOTES:
STOP RRFB - DOUBLE-SIDED RECTANGULAR RAPID
FLASH BEACON WITH SOLAR POWER AND
MOSI ECS TECHNOI DAY WHEN
ACTIVATED. THE 7 X 3ª SAEJ595 CERTIFIED
LED ARRAYS FLASH AN HWA SPECIFIED,
F STREET ALTERNATING 'WG-WAG' PATTERN,
SIDE-MOUNTED LED ARRAYS FLASH
CONCURRENTLY TO ADVISE PEDESTRIANS
THAT THE UNITS ARE FLASHING.
GRAPHICSCALE
CITY OF MARYSVILLE
5TH STREET REHABILITATION
FST SIGNAL PLAN - NEW PEDESTRIAN CROSSING
DESENT RAMING Na
SP-1 EXED BY STAT21-01
CALTRANS STANDARD PLANS 2015
2J3L 2J3U CONDUIT AND CONDUCTOR SCHEDULE
STANDARD PLAN DESCRIPTION
ES-1A CONDUIT RUN AAAAAA
ES-1B CROSSWALK 140' TO
ES-1C 5 1 SIGNA
S 3 S10N31
H STREET Ø 4 SIGNAL
ES-4A O S SONAL
ES-4B Ø 6 SIGNAL
ES-4C SIGNAL HEADS AND MOUNTINGS ฿ IPP8 PEDESTRIAN
ES-4E SIGNAL FARS AND NOTICE
77rZ APPA PEDESTRIAN
4 @ 4P.P.B PECESTAIAN
DETECTORS P.E.U.
SPARES
ES-78
ES-7F
TOTAL No. 148
185' TO
SIGN PULL BOX DETAILS CROSSWALK SIGNAL COMMON
ES-BA
SIGN PIRI ROX NETALIS
ES-13A 112L OTAL No. 108
ES-13B SRING OETALS AND FUSE RATINGS FLASHING BEACON
Ø4
SIGNAL POWER
01°
LEGEND
111U
$ 6 DA.C.
EMERGENCY VEHICLE DETECTOR 71+00 515W OTAL ALGI
VDC (L) LUMINAIRE ARM MOUNTED OPTICAL CETECTOR CABLE
16J514 INTER CONNECT CABLE
VDC (M) MAST ARM MOUNTED 05 CONDUIT SIZE (inches)
VOC (S) SIDE OF POLE MOUNTED 3J1U
HIS 3J2U
Ø3-=
CONSTRUCTION NOTES: 3J2L* 03
1. STANDARD PLANS AND 2D1 STANDARD SPECIFICATIONS. 4 4
2 TERENACUATE NETRAL WORK ONLY ANDES 185' TaL
CROSSWALK 03PPB MHM
3. SECHEDULE SP-S FOR EQUIPMENT AND CONDUCTOR
4. PUSH BUTTONS SHALL BE ADA COMPLIANT. PROPOSED PHASING DIAGRAM
5. ALTHERMSXES SHALL BE AS UNLESS INDICATED
§ 10
7. ASHALL BE TRAFIC RATED BEHIND CURB AND GUTTER
GRAPHIC SCALE
H STREET
CROSSWALK 140' TO
4|3U 413L
CITY OF MARYSVILLE
EQUIPMENT SCHEDULE
5TH STREET REHABILITATION
LOCATION SIGNAL MOUNTING
SIONAL LUMINARS [ MAST.ÅRN" PED HST SIGNAL PLAN - NEW STOP LIGHTS 81 ALL ARROWS 150W HPS LUMNARE
333-100 MAS MAG SP.1-T 03 ALL ARROWS 150W HPS LUMKARE
SP-2
02 ALL ARROWS
TRAI IL
CONCRETE PAD
1O ANG TRIPLEX
LEGEND
10'-0" NOM • TIEPONT
CONDUCTOR CR SUS
A CONTACTOR COLL
—I CONTACTOR, CONTACT NO
TERMIAL BLOCKS
• 2°C 2N8, 10010, 3W14 —H- CONTACTOR, CONTACT NC
BEASURY DONTACTOR
= TEST BYPASS FACILITIES
M3T2PC
SIGNS P POLE
ER CIRCUIT AREAKER
• AMPERI
BACK OF SW
5th Street H Street IM UNMETEREN
S4 SOLD NEUTRAL
NO NORMALLY OPEN
I NORMALLY CLOSED
2 FACE TYPE 'A
DETAIL A SERVICE CABINET WIRING DIAGRAM
VOTES: NOTES:
*. ANDELEVATION AIR TO INSTALLATION APPROVAL OF PAD LOGATION 1) WORD TO ASHA BE PRODED TO REMOTE TEST SITE MOUNTED ON SENI POST OR STRUCTURE. IN ADDITION, THE WORD "LIGHTING" SHALL REPLACE THE WORDS "HIGHWAY LIGHTING.
+-$
EQUIPMENT SCHEDULE
- - -
NOTES:
NICE LIARE NOUNTED, DC ME MAST ARM MOUNTED, VDC (5) - SIDE OF POLE MOUNTED
ORNAMENTAL TRAFFICI FLUTED ORNAMENTAL SIGNAL EQUIPMENT SHALL MATCH EXISTING EQUIPMENT POLE AND LUMINAIRE DETAL PROPOSED PHASING DIAGRAM MATERIAL SUBJECT TO EXTENDED LEAD TIMES, COORDINATE WORK WTH DELIVERY.
CONDUIT AND CONDUCTOR SCHEDULE
BASE PLATE NOTES:
1. SEE DET A LONECTOR NOT STEIN THE SHESE FOR ADORIONAL PLAS VIE 2. CONDUITS FROM SIGNAL POLES TO PULL BOXES SHALL BE 2' DIAMETER, MINIMUM. *. CONT DETECTION AND LOOR DETECTION SLOTS TO SE ABLE TO ACCONNODATE
CITY OF MARYSVILLE
MIR BAST 5TH STREET REHABILITATION
AO PULL BOX.
SIGNAL PLAN DETAILS
STREET LIGHT
POLE STREET LIGHT BASE
шанта ретні і IDENTIFICATION AND PULL BOX DETAIL
STREET LIGHT SP-3
MIRIOCO
EMERAL MOTEC
J STREET I STREET H STREET
MA
AA
STOP
H STREET G STREET
LINE
-
G STREET F STREET E STREET
TCH I INE
→
BE
GENERAL SIGNING & STRIPING NOTES:
1 ALL REQUIRED STRIPING, PAVEMENT MARKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR 2 ALL CONFLICTING STRIPING, MARKERS, AND/OR PAVEMENT MARKINGS SHALL BE REMOVED BY AN APPROVED CALTRANS METHOD. CITY OF MARYSVILLE 3 THE LOCATION OF ALL SIGNS SHALL BE VERIFIED BY THE CITY ENGINEER PRIOR TO INSTALLATION + STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION OF STRIPING. • DENESTRIAN CROCO UNI VC CHAI I RE IN GECT VING 5TH STREET REHABILITATION & STRIPING CONTRACTOR SHALL LAYOUT LANE LINE LOCATIONS FOR ASPHALT CONTRACTOR PRIOR TO PAVING FINAL LIFT. • УОЛА ТА CA О О СУТНО СТОСТ МАНС СІРНЕ ТА ПІС ДРУ АС MADYCH C PAVEMENT DELINEATION ฿ CONTRACTOR TO CONFIRM SIGNAL LOOP LOCATIONS WITH CITY PRIOR TO INSTALLATION. 15: 30
9 ALL NECESSARY CONDUCTORS, CONDUIT HANDHOLOS, PULL BOXES, & WORK TO INSTALL SIGNAL DETECTION LOOPS TO THE SIGNAL CONTROLLER FOR PROPER OPERATION SHALL BE COMPLETED IN ACCORDANCE WITH CALTRANS STANDARDS. PD-1 21-01 1l
dol
25.35.40 CITY OF MARYSVILLE
5TH STREET REHABILITATION
PAVEMENT DELINEATION DETAILS
PD-2 MAP 21-01
J STREET I STREET H STREET
G STREET F STREET
CITY OF MARYSVILLE
5TH STREET REHABILITATION
MHM TRAFFIC HANDLING - PHASE 1
GRAPHIC SCALE
wwwww SC-1 21-01
J STREET I STREET H STREET
G STREET F STREET
CITY OF MARYSVILLE
5TH STREET REHABILITATION
TRAFFIC HANDLING - PHASE 2
GRAPHIC SCALE
20'A0
SC-2 21-01
DOVER OCTAL
CROSS CUTIES
6° Curb de Gutto Cross Gutter &
(urh Transition
CENTERLINE
PAYMAY & & CRATER
150
78710
A88A
CASE R CASE E
M0S/P4F05539
Miernato 1-2mm
SCOTEL C-C GUTTER PAN TRANSITION
A88A
SECTION X-X
CITY OF MARYSVILLE
5TH STREET REHABILITATION
CITY DETAILS
SLEAD ALDORATER
Mentale fr
ipe 30° de Larger
D-1 21-01
b....
DEZARINENT OF CITY SEXWERS SEPAETMENT OF CITY SENIXES
Utility Chossing Tacht Pole
infeatice. Foundation
WRING DIAGRAM
CITY OF MARYSVILLE
AO PELL BOK, INSTALLATION DETAIL
5TH STREET REHABILITATION
EMANAGE RETAL CITY DETAILS
Light Base & ANSPOUT CNNECT
D-2
ATE OF PANT Самост 192
J STREET I STREET H STREET
G STREET F STREET
MATCH
- FRALONG LIP DURING REPLACEMENT
MAN
20' 40° 160'
LEGEND
NOTES: SILT FENCE, SC-1
1 CENTIPE CLEANING SEEING" PRACTICES DESCRIBED IN THE PROJECT STORM WATER POLLUTION FIBER ROLLS, SC-5
ENTIER WHEN ROAD SECTION IS COMPLETEL BAGS IN THE
-R - — GENERAL FIBER ROLLS. SC-5 (2) & 21 E
STABLIZED CONSTRUCTION ENTRANCE, TC.1
CONTRACTOR CHALI KEEP AN INCRERYIOM AND MAINTENANCE I GO IN ACRORRANCE MITH THE SWPPO DERMIT 5J THIS EROSION CONTROL PLAN AND SWPPP SHALL BE KEPT ONSITE AT ALL TIMES DURING CONSTRUCTION.| VEHICLE & EQUIPMENT CLEANING, NS * THE 7 IN -5 MAX WASHED ROCK EN SUSA IS MELETLY AND AFTER EACH RANFALL, GRAVEL MATERIAL SHALL BE REPLACED VEHICLE & EQUIPMENT FUELING, NS.9 VEHICLE & EQUIPMENT MAINTENANCE, NS-10
STORM DRANINLET PROTECTION. SC-10
• IN AS SHAL BE LET EXPOSED THROUGHOUT THE MINTER THRATIVE COMPATIBLE OROUGHT-RESISTANT VEGETATION SHALL BE PERFCRINEG. NO STREET SWEEPING AND VACUUMING, SC-7 9) TETE PROPER MATERNTHE SITE SHALL BE CLEANED DAILY USING A STREET SWEEPER, ALL SOLID WASTE SHALL BE FICKED UP AND CISPOSED OF CONCRETE WASTE MANAGEMENT, WAS CITY OF MARYSVILLE REFER TO SWPPP PLANS FOR FURTHER DETAILS 5TH STREET REHABILITATION
EROSION CONTROL PLAN
Вост 20
J STREET PINE STREET LEMON STREET
MATCH LINE A (SEE BELOW LEFT
63+00 B4-00 8+00
LEMON STREET HSTREET
MA CUNE A (SCE ABOVE RIGHT) MATCH INE B (SEE SHEET L1.1 71,00 72+00
REFERENCE NOTES SCHEDULE
SYMBOL DESCRIPTION
DECOMPOSED GRANITE
4' - 6' ROUND RIVER COBBLE SET IN CONCRETE
NORTH
CONSTRUCTION NOTES
→ CONSCIO ON TEASE STA
• SPONSE CONTACTTO SON RA CITY OF MARYSVILLE
3 CONCRETE A CERTA 3) AMENDED SEEI NO COMPACIEN
© ROGROATE RASE PEA CA: PLAN. 5TH STREET REHABILITATION
CONSTRUCTION PLAN
SO NRANE PROM UNSCA ACHIT A CONTAIN STRING NEROSES TYPICAL MEDIAN SECTION (COBBLE) TYPICAL MEDIAN SECTION DECOMPOSED GRANITE TYPICAL SIDEWALK SECTION DECOMPOSED GRANITE L-1.0 MDG 21-01 21-01
MATCH-LINE C (SEE BELOW LEFT)
CITY OF MARYSVILLE 5TH STREET REHABILITATION CONSTRUCTION PLAN L-1.1
END OF PROJECT
ORANGE STREET
2 WILLOW STREET
G STREET
MATCH-LINE B (SEE SHEET L-1.0) MATCH-UNE C (SEE ABOVE RIGHT) 06-1
.2X.» BOUNTAI
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997800358 0286733 63693523 178 CROSTA TOOTHERE XHOUTY FEe 1X.- NOT
NOTA NO NETO 30075 «3300 3833, ЛГП05371/143780
THeN MORNS
Sm NOAHOS wwwwoNv.00
MATCH. LINE B SEE CHEET 12.11 MATCH UNE A(SEE ABOVE HIGHT)I A338S H
MATCH LINE A (SEE BELOW LEFTI BEGINNING OF PROJECT
STOP
1338151
G STREET ORANGE STREET
MAICHAINE BISCE SHECT (º2.0) MATCH-LINE C (SEE BELOW LEFT)
WILLOW STREET E STREET
MATCH LINE C (SEE ABOVE RIGHT) END OF PROJECT
83100 84÷00
19 men te
- START
12 OR CECOMPOSEO GRANTE. WATTACO AHO 10
PETE CASES AS PES GAECRESATENE CITY OF MARYSVILLE
PAN HE SHE THE THE CANE CO POSTEAL MODERO HITO ME TAKE THE CRANETEE OF ACOTALL REFER TO ECHOENS FOR RACOL: Er. 5TH STREET REHABILITATION
1) BADDELL PLANEER SCE. SEE SECEEATONS
OOUEAXNUSOSCAE FANAC AROUNCE, AND STAPLE ME FUNE. PLANTING PLAN TREE PLANTING IN DECOMPOSED GRANITE L-2.1 21-01
2 SHRUB PLANTING IN DECOMPOSED GRANITE BET 21
J STREET PINE STREET COLL STREET LEMON STREET
**.
MATCH-LINE A (SEE BELOW LEFT
54400
IRRIGATION POINT OF CONNECTION TO
METER. SHOWN DIAGRAMMATICALLY
NO CLADITY DECEO TA CIVE DIANS FOR
IRRIGATION METER AND SERVICE LINE.
NICTAIL MISTED RACK SIOW MASTER
VALVE, FLOW SENSOR, AND
CONTROLLER IN PLANTER BEHIND
LEMON STREET ARCHITECT TO REVIEW LAYOUT PRIOR TO
NSTAILATION
H STREET
PLACE ALL PIPES AND ELECTRICAL FOR IRRIGATION PLACE ALL PIPES AND
EIECTOICAI IN SEPARATE CONTROLLER, PULL FROM EXISTING ELECTRICAL IN SEPARATE SLEEVE ACROSS STREET TYP. TECTOICAL CARINGT SEE CIVE. SLEEVE ACROSS STREET TYP.
PLACE ALL PIPES AND
MATCH-LINE B SEE SHEEI L3.T
SLEEVE ACROSS STREET TYP.
NORTH
CITY OF MARYSVILLE
5TH STREET REHABILITATION
IRRIGATION PLAN
APPROVED TREE BE DERRET
MDG 21-01
G STREET ORANGE STREET : STREET
PLACE ALL PIPES AND
HECTOIAI IN SEPARATE
SLEEVE ACROSS STREET TYP.
MATCH-LINE C (SEE BELOW LEFT
IRRIGATION EXISTING CONDITIONS NOTES
WILLOW STREET E STREET
PLACE ALL PIPES AND
ELECTRICAL IN SEPARATE
SLEEVE ACROSS STREET TYP. * DEATO SANDONMEN CE RELATEN TRUST THE BORATON OF TETONCE & SEE CONTRACT DOCUMENTS, GENERAL CONDITIONS AND SPECIAL PROMSIONS FOR MORE INFORNATION
END OF PROJEC DRIP LINE NOTES
83-00 84+00
*FICE ANY CONTARCH DES TATE COLD RECEDE HELP AFTER STALATON * CHEST GENE INCHO PRETORICOLING, DE URINEN COVERND WITH SCR & BE SURE THEREIS UNFORM SCAL COMPACTION ALL OVER THE SITE AFTER INSTALLATION
7. CHEER TO BE SUE THAT INSTAL IS GEE AT A TIME AND COLLECT SOME OF THE WATER TO "ARA LAGE IT AN AT THE DIRE LE MOT TOAD DECAD CALE
CITY OF MARYSVILLE
5TH STREET REHABILITATION
IRRIGATION PLAN
DONE CANARIONE
L-3.1 MDG 21-01
IRRIGATION SCHEDULE IRRIGATION NOTES
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
се нері ONIVANDEO STEEL UNION
HUNTER PCZ-101-40 1"
DRIP CONTROL VALVE KIT. 1' PGV GLOBE VALVE WITH 1" RAIN SOLEGE VAN OES TO LE PLED LOCATORS THAI DONT CONTACT HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSL
FLOW RANGE: 0.5 GPM TO 15 GPM. 150 MESH STAINLESS EE:
STEEL SCREEN.
DRIPLINE START CONNECTOR
INSTALL. (3/49 START CONNECTOR FROM PVC LATERAL LINE
TO DRIP TUBING. FITTINGS PER MANUFACTURE'S • EEM VALVE BOK TO PACHIDE 1" CLEARANCE OVER SPECIFICATIONS. SEE DETAIL 3 0
HE CARS AND SECRAZONE CE ASCETOL: PROTHARON TOMAN COVER EYE MAN DRIP TREE RING-HDL-04-18 PC ALL RATION MANNES MUST BE STALLED WTH SLEEVES PEOR TO ASPHALT PLACEMEN: ® HAS AND NODE SEEN CAMELIY GREN SECTION VIEW HDL-09-18-PC: PRESSURE COMPENSATING HUNTER
DRIPLINE WITH 0.9 GPH FLOW. LIGHT BROWN TUBING WITH @ LOCING WATERFROICF WE CONNECTOR, PUC SOROULE BO COLFLER, SES 18 TO C4 AMOND GUA CHERUE DOME TRE B.5.S
BLACK STRIPING, EMITTERS AT 18' O.C. (28) EMITTERS X • CARSON PLASIC VALVE DOX 1220 WITH LOCK KIE AND @ 3 PVC SCHEDULE 40 CONDUIT LAO GPH AT 18° OIC SPACING PER TREE RING. PLUS (21
EMITTERS X 0.50 GPH PLACED AT ROOT BALL INSTALL TREE KEYEO TO OWNERS SPECHEATIONS.
RING DRIP LINE.
10. COME COME AT ONLY PORTS OF SERE FEDS AND TIE OF SENCES WEI * SANO MACKIEL 6 ABOVE AND 2' HELOW
MAN INF
AREA TO RECEIVE DRIPLINE INESONTOUIE BORROW SE
HUNTER ECO-WRAP-17 @ RANVEW I PRESSURE ANCHULATOS, PER PLAN '. COME SEE SANE SONS OF UNDERUND UIES PAIR TO THE START OF REPH SI ESCE WRAPPED INI INE SHITTER TURING. B MAIL VALVE EMITTERS AT 12' O.C. DRIPLINE LATERALS SPACED AT 12' 12. THE NETRACTOR SHUL BE RESPONSLE TO CONNECT TO WATER SEP ACE DOWNSTREAM APART WITH EMITTERS OFESST COR TRAINCIL AR PATTERN.
SPECIFY PLD-LOC FITTING. @ PVC SCHEDULE-D 90 DEG ELOW, 3XS @ MIC SCHOO BALL VALVE, SIZE PER VALVE SIZE
11. THE LOCAL CETE SUL MATAN MINUM IEPASAMON FOR CRY AND WET UNLIES AS
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
MASTER VALVE BACKFLOW PREVENTER AND ENCLOSURE
ISOLATION VALVE - WILKINS 850T BALL VALVE 10. TONE DO NOT LANDSCA AND ECT PRO CONGCNS VAT HOM INE SIZE B PORT BRONZE BAL VAI VE WITH HANDIE. SIZE
PER LINE SIZE. SEE DETAIL
WIRING NOTES
HUNTER ICV-G
INE SIZE PLASTIC ELECTRIC MASTER VALVE
GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET. NORMALLY OPEN
BACKFLOW PREVENTER, WILKINS 975XL LACE TREAT RENOYEEN HUL BORE SHAL RENTALO MICAC THE ONTA
LINE SIZE REDUCED PRESSURE BACKFLOW DEVICE, SIZE PER
METER SIZE, INSTALL IN STRONG BOX SBBC-45CR ENCLOSURE
WITH POLAR BEARIER INSULATED BLANKET, PBB-45
CREATIVE SENSOR TECHNOLOGY FSI-T10-001 SCOT E WE MEA FROM STAND A CONTO ME SAL ENEMIN 2 WERE DIGITAL OUTPUT COMPATIBLE SEAL RIGATOKET ENDS.
PLAN VIEW
CONTROLLERS. FLOW RANGE: .86-52 GPM.
SPARE WE SHALL BE MELD TESTED TO VERY CONTINITY.
. CONTIC! VALE WEE BATS ALECUTO CMY CN BUNS OF MOSE THAN SCO FEE? 1-1/2° WATER METER
CONTROLLER - CITY TO PROVIDE MANUFACTURER AND MODEL
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 • CONCERN TOP REY STARES 3712 IRRIGATION MAINLINE: PVC SCHEDULE 40 • PAN COON FEE MASELRACTURSE SEECERCATCNS
12. USE ONE WATERIROCF CONNECTOR PER WIE COMECION. ONCE AS NO COPINGS 15X PIPE SLEEVE: PVC SCHEDULE 40| © TRANSENT PROTECTION BOND CONDUIT & MINE UNDER ALL PAVI TELL PEELE BO RIPE AND FINES 3) *6 AWE GROUNCING WETE TO EARTH GROUND 120% POWER SUPPLY IN CONCUIT
WITH GENERAL CONTRACTOR PRIOR TO FAMING TONS @ INERI GRADE • UNCISTURBEO SUBGRADE OR COMPACTED INSTALLATION, WIRES AND MAINLINE SHALL BE PLACED IN © STO CE CONCRETE BASE 3-1/7 ABOVE ANSH SEPARATE SLEEVES.
IRRIGATION CONTROLLER
valo Calse i
Valve Number
Valre Flow (GPM) CITY OF MARYSVILLE
Vatro Size (in)
Percipiascion Rato (nI)
5TH STREET REHABILITATION
FLOW SENSOR IRRIGATION DETAILS
L-3.2 21-01
MDG
1 INEM GRADE - SEE LINOSCASE PUN
→ SO-EDULE SO PAC UNON TEE (TE7. 2 PICS)
3 SEND BACORLE WITH &" COVER NOVE HEAND 6 ALLOW HPE.
4 ORECT BURA RIGATON WIRE SEE SPICFICATIONS
DE De VA 080847:16-180985626
NO CONCUN EA BENE MANO AS ASCOSA COM
18) SOMEORE DO PIC TEE ISASATA 3/E" CRUSHED ROCK, 5" MANIUM DEPTH.
ENZATM NON-TH CULAS PAVIMENT, NAtE SITt SCR, COMPACTID 1O HURVATE SETTANE 09% MAINE 0O2T
10) 1•1/2° PVC SCHECULE 40 CONDUFF. HA COSS HARE SIETE PANS
NNE SEN TEANO SE PER PLAN SE SEC
E O CONSE SOR CONTO SON DIS
BINSEALE PORES 1SE FROM ALL MESOSCANE PVC SCHECULE AO OR CLASS 315 MORINE AS HE MANS 9) SANO RACORIL 5° ABOVE ANO 6" BELOW MAN UNE O PAC MARINE PER MANO
LENOTE COMIACK CAP VALVE ASSENAY SE AND MOCELTER
ICISON VPW 1 ANSH ORADE OVE GAVANESO MARE CIOTH
PVC SCHIOULE SỘ TỘ 6. NAYLL 10) PVC SCHEDULE 4O LATERAL LINE. SEE SPECFICATIONS. 2 UNDISTUPEFO SUBORAN
11) PAVEMENT SUSGRADE PER ENCINEER'S PLANS.
23) ISOLATION BALL VALVE, SIZE PER VALVE SELE.
ICRON VEW ADES OF TRENCH SHAL SE OLO SQUARE AND CLEAN CF ALL SHAR»
REMOTE CONTROL DRIP VALVE SOLATION VALVE ELECTRIC BOX TRENCHING BENEATH PAVEMENT 1) ENEIN GRACE PER LANOSCANE PLANE 1 HASH ORACE - SE LANOSCUE MAN FACEO ARTATEAL NOT ONTROVED MEOOBL PER PLANENO MARE 3 PVC LATERAL LINE.
® 003 30 3 0 1/8 TURE, TICA
1 3/4° MALE ADAPTER
• FINISH GRADE.
i
PREME CHE A TE WIN 3/0 1 TO HASTA DECOMAOSEO CRANTE
• DAD SET E SI DI GRADE A TREE PLANTANGS FER PLANTING PLAN • ROOTBALL.
10) ANENDEO SCHL PER FLANINO MAN
I BANK LEADER NOT TO EXCHD 18° H 7) SLANE DIRPINE
TRENCHING SHRUB DRIP LINE START CONNECTION 10) TREE DRIP RING TREE DRIP RING - PLAN VIEW NT.S N.IS
CITY OF MARYSVILLE
5TH STREET REHABILITATION
IRRIGATION DETAILS
L-3.3 21-01
CONE O RAG
AREA PERIMETER
estines HOVR DRPLINE
RIC OR BLY EXHALEY HEADER
TO NOD START CONNECTION
ANG OR POLY SUPPLY HEADER TECHNO HOVER COFFINE
TACIEONE START CONNECTION
30 ฿ 12 cr. - 1.090
PUC OR POLY EXHUST HEADER
PUC OR POLY SLESLY NEADER
SENDED MUM FILTRATION.
DRIP LINE END FEED LAYOUT DRIP LINE CENTER FEED LAYOUT '15 DRIP LINE IRREGULAR AREA LAYOUT DRIP LINE LAYOUT IRREGULAR AREA
DEAR SAPLY HE FROM REMOTE CONTRCL
2) HERMETER OF RIGATED ASTA
60 d
4 ME SUPPLY MANPOLD
3 IN SCH 40 TEC OR EL, TYREA.
HEREING TE MANITACTUREES
1 SUB-SURFACE DALINE TYPE PER PLAN.
A MRIX BARINSERI TEE, TYPICAL
11/2 AR SET VALVZ.
17 SHRUB DRIPLINE LAYOUT
CITY OF MARYSVILLE
5TH STREET REHABILITATION
IRRIGATION DETARS
L-3.4 21-01
MAWA CALCULATIONS IRRIGATION SCHEDULE
MARYSVILLE J-E STREETSCAPE l
MARYSVILLEJ-E STREETSCAPE MARYSVILLE JE STREETSCAPE MARYSVILLE, CA
MARYSVILLE CA MARYSVILLE, CA
MOMIZHCIRNIGATION SCHEDUE • EST ARUSHMENT PEROO
Water Budgot Calculation Spérorens 1.31 LoR BISeE Une ABruA: Mos en9 Maxim um Applied Water Allowanco MAWA) - Caleulaton
Where: MAWA = (Eto) (0.62)((0.6 x LA) + (0.3 x SLAH 17 " ® ] #5 | 188 | 228 ] 282
CAYS/WIX
NANTIR DAY
MAWA= 84,386 Gallons per Year
1.262 2565
0.56 = ET Adustment Factor SLA (parcent)
Oosign Capacity AYS (TX
Estimated Tctal Water Use (ETIU) BIFAS TIR A T
SC = (2.154) H4) (ETO / E) / (HR) (60) yerOY
ETWU = (Eto) (PF) (HA) (0.92) / (E) AN/CYCLE
200 OPM 266
ETWU: 57,002 Gallons per Year
Imiatin Wots pe Cary Hydrozces 3: S1 Mediam waster use steute; ares drip
DAYS/ WEK
0.6: - Conversion factor (inches to gallons) SPA TER DAY € = Irrigation Effciency per Sprinkder Type SYOLE/DKY
Hydrozone 1 51 Low water use shrubs; aroa drip PR= 0.12 663 4,44l (scuaro fet) 0.10202 acres
35.281 (gellons por yoar) 0.11128 acre-teet'year 49.47707 cotiyear MARYSVILLE J-E STREETSCAPE tydrozone 2 11 Mediun water use trees drip PR= 0.39 MARYSVILLE, CA A30 (scuaro (et) MORA YI NGAI SH SCHECU, - CATURE SCHEOLE
0.010331 Acres
hydrozone 1: 81 Low water use shribs: area drip
7.344 (gellons per year) 0.020837 scre-ftetyeor 9.817588 cofyear ydrozone 3 $1 Vediun watter ute thrubs; area drip PR- 0.12
0.018848 Acres
13.398 (gallons per year) 0.041117 acre-footyear 17.91164 cofycar ydrozone 13 Total yeonc 2 T1 Meden water use tees: 009
ETWU • 57.002 (gallons por year)| C. 174034 Acre-Feet per Year 1 motor tar. # 1 " 76 (1CD cubic feet per year)| C 131159 Acres SV/ WEEX a l s T
DAYS/VEX
3NS* Sam Nis
Hydrozone 3: S1 Mecian waster use shrube; ares drip
AV VEEX 5 = "
AYS/WIX
CITY OF MARYSVILLE
5TH STREET REHABILITATION
MAWA & IRRIGATION SCHEDULE
L-3.5 21-01
MDG CoN
ART 2- PRODUCTS
TABLE OF CONTENTS crite name Cry then theyour 24) hour period, prior approval stat bo 5TH STREET - J STREET TO & STREET TECHNICAL SPECIFICATIONS 2.01 ONSITE MATERIAL IRRIGATION PART 1 - GENERAL Do one poormy to exising trees to conform to the Tree Prosecion Maoures CIVISION 02 - SITEWORK
ONDITIONS
ANDSCAPE GRADING
IRIGATION to i be removed and leace disple of of hot required for fal meterial or top sell ^. The Sped proion of any aple to the wen petted in the Secontery Contions.
LANDSCAPE INSTALLATION 02905 2.02 IMPORTED TOPSCIL MATERIAL
LANDSCAPE MAINTENANCE
* rache stem wack as incred on the Drawings a pected herete the ECTION 02240
LANDSCAPE GRACING * maned maximum or 25% real me bar trend. 10 7, containing a minimum of 3. Test the entire irrigetion system to assure proper operation C Furnish all labor, materials, and equipmere necessary to restore all disturbed arcos .Imported topsoil sholl be free of off noxious weech and other seeds. altino from the work as indicated on the Drowinds and scecified herein 101 WORK INCUED
D. Imported topsoil still be amended os per soil: report (refer to progroph 1.09 8), or o odd sional cort to the City
1. Rested work specified is orter recricen
a Secion 02905 - LANOSCAPE INSTALLATION
b. Section 02970 - LANDSCAPE MANTENANCE
Cland okeration of existing topographic conditions to conform to the contours, grades. 2. A celese material Bat 16 renie do he shamed o Me City lee andol win Ines ond shapes Indicated on Engineer's ond the City plons. * Conder as nor co de sounds on dela be permited to ocoulas on 2r0s 1.03 QUALITY ASSURANCE & REQUIREMENTS • Callio and it ple repoied hard auto es ded entic ping have been A. Peered as requentrostor shall obain and pay for all permits ond oll
1.02 PRATED WORK
A. SECTION 02905 - LANDSCAPE INSTALLATION
• Gidesm a Per lose
1.03 DEFINITONS •. lf there is ast enoush sit motoriol to brisa sito to arodo, controctor shall imocet roosoll. l 4 Feet us or finish grade: Finish grade shall mach the estab fatment of grades to. 04 3.02 RIPPING City Drawings ore referenced to provide site groding data. The een points change
The edies codel ca Piction shal conform el optitle proved of des orhydro multh plonted creas.
1.04 I08 CONDITIONS neely severin the materin and wet ne the sealers ne i can credito dead did on dear to to lacement of mart
Vilt the orolect site and examine the existing conckens under which me Work is to bel D. All electrical materials and work shall conform to Colifornia Administrative Code, Tile 1. Carter Per ar DeCer fot Ground Systems vitormed. Nue of contain of to dorotter ond exton of Work folved TH 23, Port 3, Bosic Electricol Regulations, and Article 18 E 110L16. noy include pot holisa to determine doch of bedro 3.03 TOP SOL. PLACEMENT 101 EXISTING UTILITIES
8. Ploce topsoil in any way os indicosed as plans
C.lf kroufficient on she soil is ovoidsble, then coctroctor sholl supply import topsoil she os tis omn expense.
Peroin and pedent in consores confron all ccine ville Moveriso the ite desiassed TOL ENICH IANDICAM CRAPING o ramon
Pree toe rection there of the Draig and Specifications
B. Record Drawings
propertiex 1 Corner, stewalk, red mercian, are a pecten of the telering hamling
2. Before proceeding with any work, the Coemoctor shall check and verify oll B. Prement der loge mediang ence alre, payer, untry tent, to the ever he is Imoniam amrin neures and flow and hall inmains joine do Cunt o. Cornection to Irrigation and Potoble Water Lines (Note Depth) b. Electricol Power Connection and Conduits (Note Depth! c. Shrub/ground cover ploting areas shall be groded four and one-half 4-1/2) inches c. Irrigotion Coctroller
1.07 QUALITY ASSURANCE 8. Main Line Voles -holation, Quick Couplee and Air Roleose masterion lectures
1. Set proding ceratiny with SECTION O2905 - LANDSCAPE INSTALLATION prior so or directed by the Cary.
2. Two (2) weeks prior to the dote of the fisal observation, the Contractor shell deliver S. Pipe sizes indicated on the Drawings are minimum allowoble. dalla med deals and deal madle to the landeras Archtart fee C The Controcor is responsible to spread excess excovared sail mostrial from plan pis in alew. Delver dell as alave the Chatoase of the tacobit at fireldon
1.04 EXISTING CONDIIIONS aired blareation that may he seitted fese the alons ne daltol media a fres the recollecants of the Close On Occumacts.
OR SUEMITTAIS * The Co bet otel and and treet enter ariting failies, truesees ond A Preter to he is or any code pro a pleased or is Cary paronal prior E. Renove one loch grass, weed, debris ond other foreign moerial hile spreading. • Tres one or a res ear is is entire te prete along specimen
CITY OF MARYSVILLE
approved by the City, shall be mode without additionol cost. 5TH STREET REHABILITATION endscope scil and topsoil to mitigore ony deficiencies.
SPECIFICATION
NO BE CETION
L-4.0 21-01
MDG
ContreBler Oor
o. Ball valres sholl be equipped with a cost bronze cross or tee handle. E. frigation Heads
1. The City sholl opprove record Drowings before contreller charts ore prepored. 2.01 MATERIALS 1. Quick Coping Valve 1. All Prison heads shall be of the some sire, toe and defiver the some rose of gual precipitation with the dameser 'or radius of tow, pressure, ond discharge of
2. Provide are 11) contrater chan for ench centroller snolied. hown on the plens and /or specified herein or approved by the City.
A. Trench Bockfill
1. The chan thall show or oxplain the aroo controlled by the cutomatic controller anc boll be the maximum size that the controller door will ollow. 2. Rotor heads sholl be geor drive with stoidless steel riser and focory instolled check o. Native bockill materiol, if opproved by the Cry, sholl ise used for bockfill K. Rometo Conrol Volve nateriol. 3. Poply one fadery intelled the eulaped with presure regularion, heavyrdury
1. Remote control valres shall be of the some type, monufecturer and model shown on pressure roting in P.S.l. extrusion, NSF appror o. Pop Up Sprinklers sholl come equipped with rotary nozzles and matched s. We pieces of paris, e pite deng hot me rent 10) i lost between - Those dont tholl be comploted and coprovod orior to final observotion df tha * Milked sin the monitorite uncine and made denician in point be nication suisan
2. Lateral Nor-Pressure Pipe and Fittings 3. Rome ecoloGies on madl pan dare rare idarisarin ogs of the som thay may be identified without being removed from the system D. Operotion and Maintenance Marudl: a PVC pipe 2-1/2 inch end Jorger holl be PVC Closs 315. 1th the med use of ixperted granular material for french boil vil be L. Vatre Identificotion Preoore and delver two (2l operation monk as socciled and as follows.
B. PVC pipe 2 inch and stroller shall be PVC Schedule 40.
2. Imported Soil 1. Remote control valre fogs sholl be of the some type, monufacturer and model
6. Approved irrigoro metered it as described in Section 1.05.k.2 shown on drawings
2. Volve boxes sholl be per plan and details with bolt down ki and a skid resistant
2. Remote control votre fogs shall be monitoctured from polyurettone Betr Derspan, marked unface.
Dh a relaced code hele od will be 2.172 23/2 1 07e.
3. Guarantes Stonent for tilastion Suitem
l Loteral pipe fitings downstream of remote control volves shall be solvent welded 3. Ind sore pril being else secret bada fed out in laser on med te Graded Soul MC Schedule 40 uless otherwise noted in detoils and drawings. a. Remote contil votre Identificonion togs sholl be yellow is colse with dootle sided 4, Landicape Irrigation Woter Audit stomped coetreller and votre designation. enclosure
E. Main line Joint Restroits
. The percentage composition by weight of graded sand must conform to the &. Wiring fellowiso grodorices
Twosviro cable choll bo a tuisted. did coro wiro sitable for direct burto have Sire vicemone Powing by Weich clorioded rod ond blus
1. Supply or a part of this Contract the followino fochi 2. All connections in the twowire path shall be made with 3M DRY- waterproof onnectors or approved equal.
3. Joint restrains sholl be manuloctured from ducale iron, grade 65-45-12 in
5. Tre (3) decode of so get one conster. 000 um (#30) accordance with ASTM A-536. A Trigorion Coral earth grouding holl be per manfocar's specifications. 300mm mm 50) 4 Bols anders ved on lothe reserahes holl be provided or port of the resrat type vied. 4. Crushed Rock of Grovel 1. The he dron controler so be of the some type, moufore and ize on own
5. Also rer. A bals are mas and be intend spreaded year. 2. The irrigorion coetroller shall operone the remotencorera volves using a twouire L Two (2) sets of spodol tocks required for removing, disossembling ond odiusting recommended torque rotings.
1. Mois Lise Detectotle Merking Tope 3. The irrigotion coetroller sholl hare a mirimum of six (6) sensor cutpots. specificetions) Colitain Tost 327. At lone 76 sort of the rechad odd sortidas must 1. Desecrotle morking tope vel consis of o 5,0 mil (0.003') eidones, fire-pl; * To 2 602k lara ke and made bos said. composition, ultro-high moleculor weight, 100 percent virgin polyethylene ond acid, cline and corrorion resistant
&. Woren Geotexile Fobric
. Two (2) hond-eld decoder progranemers S. rigotion Corollar sholl hone a five (5) year manufosurer's warronty.
Moster Valre and Valve Flow Sensor Assembly
3. Tape width shall be three (3) Inch minimum width or os specified by manufocturer 1. The master yole and flow see anemble shol be of the fore free, men Jotte for pipe size. and size as shown on the drawing.
• The fable mine he worse late a sable natude as the ease st de fabele mut h 14. Drigolen mover live boto taberon were hell be bile in color wah Covion 2. The moster voire shall be operased by o 2uwire decoder. tastes of put pios md Bian Th Come keelened to are care elvedged or surged Is such a wary that fabric will not unravel or fray during vulne ladno unloadin and doried of PVC nine and fittinge All PYC nine chall ha mtallation or ucane 3. Decode of per mont to tire speed no the center trough a 2-mire path sensor ronsoorted in a vehicks that allows the lenath of oine so lie flat to as not to sublect it t G.Concrete
3. The çectaxile must conform to the physicel property requirensets as below.
ASTM Class & concrete shall be used for fill concrete D. Eorth Ground 2 Concrete shal have o 3,500el5 compreste ernie of do Concerned ol hove a minimum cemere content of 470 Ibs. (S bags) per cubic yord concrete. Nominal maximum size of coarse aggregate sholl be three-quarter (3/4) inch.
H PC Twende Ninten
GUARANTEE FOR IRRIGATION SYSTEM. 1. PVC Schedule 80 nipples shall be prodaced from extraded stock grode PVC 2 are ever lette 5/8 dienter by 10' legth copper dod with o unfose oreo C.Irrigation Pipe Sleave
1. Imponen Sleeve &" end smeller sholl be PVC Schedult 40 with selvestowels lolees 3. Crea of 670 guare insel be 12 by 36 by 1/16 sold copper with a surfose a No molded nipples shall be used.
teet requiremeres • Caper Greed flores shall come with 25 fees of 6AWG copper wire welled to
2. Irrigation Sleeve 6" ond larger sholl be corrupted HDPE with smooth interior woll 1 Manuol Volves annis or rentarement within a 18 hour seriod, ater receit of witen aslee. In the went of a fallire to moke such ronain or renlocements wiein soid period after 1. All mainline values shall he reillent wote and confonn to AWA C153 santaned Repipe of replacemane made te Car expense and are lay the cort and he raid * for ring feW Hondare manecded, uncated copper, SAW and a Mascrial shall be ductile ince per ASTM 1-536, Grade 68-15-12.
D. PVC Pipe ond Fittings •Bare Go per corneton decei overt, wered to pround rods and ground
1. Main Lise Pressure Pipe and Firings Eat mi tie al interior and extrike surfaces ball be fusion bondkil poxy. CITY OF MARYSVILLE b. Exotermic reostion welling process shall be cred and sholl conform to NEC LOCATION_ o. Presure main line piping four (4) chand larger shall be PVC Chis 200, rutber San Cool Badfike del he codes endate estedal assedates d SIGNED. 5TH STREET REHABILITATION
d. Restraints shall have blan crot serrations. Machined threaded restraints will not be
ADORESSU SPECIFICATION
Saltatise Sounded anneaved Tuna l Genda I PUC compound salarian.
PHONE_ Forms i Fade soileria 51-0, is an all mere render es tet c. Valver shall have a slewed around the 2 prating not to sope IPS PVC same Simaraion ratio (S.D.R. Pipe). L4.1 21-01
2. Votees two (2) inch and smaller shall be bronze, full port ball walre with threaded MDG 2) brone for orriblino sosketed pipe ond firings sholl be or por PART 3 - EXECUTION Fleeric Remete-Control Velves
5. of cel all remit or pelled ims per acide gain femie edit comblee of sky pride shop of ain in ico eaten into est cl 4. The ted free of set and dal to copped unil the pullng of witing is started. Condin TENERAL est standard proctice to Lendscace.
1. pell cataravite decoder and prevare regulator es per detaih and manufaturer's a Curres moy be accenolched by folding or outing the fobric to conferes to the * color Interior tl be rect anded by the ple and ming ma stater. 5. Cot bate or ta fondly bend, shall hare o rodes of e les than i fees the
6. Install a conquorter (1/4) inch polypropylane pull tope in condut. Loop pull tope into Contrador is responsble for locosno and avolding underaroud utiles. for 2 Sured cheate dull he melanned a form tension fal enter The calves dea 7. PVC pipe sholl be inatolled so that there will be a small amount of excess length in the 3. tool on Ill remote control volte cer vete bor or our dasil. Previde oralse each vatre box and splice box. win of costcarlos carlar prior to beamins extortin, and for eny damso pipe to compensoto for contraction and expansion of the pipe. This shall be amare mis requied over ap i meineined afternotidy, em lots vil e arcepted. 7 When line exited condu Bo sentate wil remare exiled central wite, volum aused by Contractor. Comrattor is renuired to molly Londscane Architect and the unilit sanelined by moles to sine is me mench dais toolsten company should there be any damace to utilities. 4. Intall valre boxes in strub planting areas wherever possible. debra from condun mier to instellica new Zovire cable trouch existine conduit. Instal • Come decipit aple for mp bride rig en aching and baping under. loctric boxes os shown and os needed to foclitote ingollino new 2 wire coble in
3. Peonide long trior wallet ere boxe loop or all elecrical comections wrapped existiso conduit.
3.02 P Controller fare Cronni
nylon coble tie. 1. ontos per artichu er pecte no nice 230 of the Natanal Electrical Codo matter's emcloves choll be reclared or renoired of no excee to City ad is a Backfilling premian pales to en lendama on wet or foret it me one la d _ Master Volve and Flow Sensor 2 Creeped in The cried the our late to the varial half be no more trend or . Excoyose bottom of trench to uniform arade to achiave stable trench conditions ond
2. Pro catid dimensians are approximare. The Contracar sholl check and veily of site story tomsortion of foundotion or beddino mosloh. Poet mut have fr Gaskes Joint: Use gasket libe os recor ed by pise monuforturer 1. Incall shall be in accordance with the corresponding detail in the Standard Drawings 45-degrec angle. uniform bearing for the entire length of coch pipe ine. Wedging or blockio of pipe fimensions and notify the City if sto cendices have changed from those specified n vil not be prented no here bret briah the loing us wake solen we ones with a lot ore ripes one ad donato longs of praise pize per 3. Grousd plates shall be instolled is a horizontol position a minimum of 30ª below the drawings. ground level
3. The Centractor shall check and verify all site water and electricel services and notify 2 eide diment miners prevent partite migration from the iritu into open greded .. Are to tetave ping tra le primer to tie lipe and feting 2 pell cit wire decoder and sear decoder por detail and manufacorers • The Contense shell enefilly chort all arades es sorefu bim that he may endal . Apply o Ibercl even coon of solent to the incide of the fining and then to the proceed before starting work on the impation system oveside of the pibe, moking sure then the cooted oreo is equel to the depth of the mino seker nise coble No
5. The contractor shall obtain permits and call for inspections es required by Ical codes and regulorion. All incrollations sholl conform to locol codes and accepted concrucico isabed selk h te weth sidewolk. & Invert the pipe quickly into the fitting and tum the pipe approximately 4. Controctor shall be responsible to calibrate flow sensor per manufosturer's practices pocifications Ute Earth Conface Motorial" as needed and as per mondlacturers soodfcations to broin dotired soil rostasvity.
PREPARATION
Physical Loyour 1. Uke a deas ros and wise oft of excer steed 7. Use per mete ve nd coe stren to cornel grounding cocktors is ground code. . treations on Diguinne are dontement, ed anomalmate sely and shall ke channer b. Controctor shall use field flow test results to schedule flow zones on controlle and odented or secenary and on drected by the Cly to meet exiting conditios and •. To preye deque gihe font completed kin, the pige mune not be twisted when system as port of schecile progroming. 8. Ten 10 atmo srid shall be fil tered to verify that restore reacings ore no more f. Allow of loose fifteen (15) minutes setup time for each welded foht before turomotic Controller @. 2-Wice Decoder Eorth Ground
2. Prior to insellotice, the Contrecor shall tols our points of comection, pomer for meera he ry mile to rate on up pee all 1. Incoll os per monufocurer's specificotions, drawings and demoils. 1. Istall 2-wire decoder system earth grounding in occordance manufacturer's Threaded joints shall be wrapped with Telfon tape as par massfacturer's Trenching and Backfilling Under Paving R.Valve Boxes
She all dahek sue of nine solae to lastallen values and heart.
3. The Coecrecsor sholl lessoll and extend the syzens os shown on the Drawings, and os 1. Valed in are leo to be gracieces all be on cored are are
53.03 WATER, ELECTRICAL AND TELEPHONE SERVICES
2. hatall vale boxes in shrub planter areas wherever ponible. grade. The Coetrector sholl set in place; cop and prestore feat oll piping under When uizing existing moin lins, moke comections to new moin line ving 4. The Contractor shall take oll docoder cables to the controller and mcke all required A Worer Supply nate to per isolaten i
Contractor in stake out dimensione of each vile hay hank laresso for revow a
2. Generally pining under existing walks is done by lackina. barina or hydraulie drivina Line Clearonce somevol by Landscase Archivet price to intollation.
Be de and replaced y the Contraride as point fe Concrete cost. Peristan o 4. fatall votre boxes as per detcili unless otherwise soled on plan. beck stewell adle concrete hol be absoned free the City in witeN vera.lie drivine shot he permined under centime pavino " Try is the conder reporter a die are born as aude
3. Electricol Supply 2 so as pet act code and rese arigoin the from lim fren te roden tet E.Sleoving bored on artue site conditise inchiding but not Imited to place species, voil conditices, ilapo, macher, irrigation opplicotion method, ex. rigatios comrallorial and other eloctrical component as meded 3. Une clearances shall be inspected and opproved by the City prior to bockfilling trenches. s. As no time shell the cormonor ollow the posine or runoft of worer on the coo dur Elscari: Pull Boxes
2. Conectice soli be made of opproximore locotice(i) or indicored on the Drawings lenath of inication cyde. Adhat rus and took rimes os needed 10 avel do Co coordination of ail trial e che genetied by the contil . or changes caused by octual site Joint Restraint Syrem pooling of woser end runolf. 1. All haves must be latated at the dallaulan Incations latical leering as needed whether indicted on the Drawings. icetrector shall coordinate the intellotion of sleeving with the work of other trades 1. Insoll Joint Reszrone Systems of per detol: and man tochurer's specificonors 2-Wire Decoder Coble a. As oll 2 viro decoder coble splices, except solices mode in velre boxes. 3 terest for aced are a rote to sa rest citin of to Noriend lero bol extend a mistrum of tx 16) Sochet bout hordicas
1. Install 2axire decoder coble in sondue. Rouce cong supply line piping wherever b. termer s send or at real on aced one man redond fly 150, tos Electri: Code and focal codes, orcinances and goverring authorities having jurisdicticn * or are draini ering rica as i ped in car leing er caled protticol
1. Isoll os pose volves os par dencili and manufocturer's specificosions. * hang one i or at coate controle or mili fine ten 5 of cobrats Treechisg a. The controctor sholl be responsible to verify sleeving sizes based on field A Madishan
1. Superore the or here pronged for. .. As the ench of conduit crossoner ileanes. Isch. de sighteninch (18") of 2wie and as noted. 4. Where correl wies poss under poring, they shall poss through o Schedulo 40 PVC tocoder cable loco alma luide of oull boy 1 2 ropest so rie Gradie an a a depo mean Center tell be. f. As other locotices shows on the flans.
5. Ground decoder Zaire cable per manulocturer's specification.
5. Sleeves sholl have both ends capped during instollation to prevent din and debris 5.I rs the went of the irigaton design to militze vale boxes within the turt fold o. The tops of oll pull boxes must be that uth the suricunding firished grade.
3. Provide eighteen (18) Inches cover for rotor and sprinklers on nompressure lines. from enterina to deevo holl wbmit proposed locatiens to Landscope frchisest to review end epprove prior to ox to allow for volve, decoders and splices to be pulled to surface for servicing. Coil
1. Penuile for a minimum of sualve !121 inches enver to den manialds co nee installation 1 6 Rect diction of leve ends from to permance poles of reference and mark an All Coola Voles
5. Provide for twenry-four (24) inches cover for oll contic wiring. reme dis from lose ple to astig rest resen companie and nice and
1. hutall as quick coupler votre or per detalh and monatosturer's specificotices 1. PVC Schedule 10 con it with arie decoder cosle shall be vitalked os stamn on %. Pride ran ice and mech area: for all prentire lines, nomaresure ines and CITY OF MARYSVILLE PVC Pipe 2. hole, arter eden bord mino long, ede bas on, made ted end ring.
7. Trench with shall be of needed so provide mirimam hazord dearance between 2 The rough nas. Cos at be mace guare and pal be reamed to remoned burr.
1. Routing of irrigation pipe as indicated on the Drowings is diagrammotic. Install lines of reced minus of four (4) inches of charance between edes of pipes ond edges stub ours and volve manifolds to conform to the desolls shown on the drowings. 2 rect eat is dr Bore in lets plain are alaine port equired on 5TH STREET REHABILITATION
3. Install conduit couplers onto pipe ends when in direct contact with 2awire decoder
8. No pipe shall be Isid frecily oner anoter pips. 2. feroll irrigorian moin line o miriem of fire (5) leer frem ireo locoticen to crecid holly ColD worse audity she do all am le Anach the lasantless.
SPECIFICATION
tags to the valre som using o nylon cable tie.
Bloyleg ond Jonting Grotestle 3. Iterall no mutiole ossemblies on ploticlines. Provide coch ossembly with its own
SEE DESI CANNONES
• those get te a greased sl be do ta be he coded on the it. L-42 21-01 * Nong end co be ve death en rigorien mein line doll be mode with 45 berda MDG li a the intent of the irrigotion design to mirimize electric boxes witin the turt vill be scheduled until thi charge hes been paid. 6. Five (5) complete nottle sets of eoch type used.
Told orca. When decric boxes are toured to be instolled i to tof fold. the omeractor thall abrit oronored location to landicane Arduter to review and Sitem Intalled by the Controctor must be renalred or replaced by the Comrades 3.13 FINAL TEST 7. Five (5) bubblers of eoch type used. approve prior to installation.
8. One Hundred (100) feet of drip rubing for eoch type used.
9. Ten (10) drip emitters for esch type used
3.OS SYSTEM ADJUSTMENT A CLOSE OUT DOCUMENTS
The Contrare that tish me wilt all innation sons for animum nortomane GRecord Drowings; The Centrector must maintain neat and occurate record and to prevent over-spray onto wolks, windows, roodways, and buildings as much as drawings in conformance with there specificotions. '..Iarpe fool react ok recied for removing, fianeming, and odiating. orable 1. A coverage test shell be performed after the irrigation syitem is completed, on hadio voter audit Im been milomed and recommended odiatoet to t 1. Drewings sholl be subject so the inspection of the City of off times and must be kept 12. To ack and key set for seerle ectures (keyed os per Cly ariaction suitem hove boos moda
and more odequate coverage, the Contractor orter i here and toed bye indetain, and cion
3. Two (2) quick coupler keys and matching hose swivels
2. mat cited to the dry tell of tie hot of ecord Me Period, the Coneroctor 14. Two (21 60° lecdotion votre opening keys i disorio open record me in docula inced, the contractor 15. Four 14) security key for locking valre boxes d. The sprinkler coverage test sholl be completed and opproved before londscape LOATESYING DE THE IPPIGATION SYSTEM 16. Two (2) handerald remotecesrok tronamiters and soles › Notes and dimenions mut be drafted on the rerord drawinas in a noat and * Corontor call reguy the presence of the City at least two (2) working doys in 1O7 TEMPORARY SIPANES legible morner. Drawings mant be of sufficient colty to allow further block and 17. Two (2) handbeld 2 vire decader progroneers advance of testing or as noted below. tite reproductice of the criginal to be cheer .Existing Main Line Pressure Test in Turf Fieles. BASELNE 1. Theon syre is operate cont tom ore encies rigorol have e c Illegible, inaccurate, or incomplete record drawings will be retumed to the chroes to reyer
1. Corter had oned free bed fire tester te neiting main Ite in noccer field 3.OSIRSIGATION WATER ALCIT 3. The work will nal be formay acepted ul the Record reming, are opponed by Cratest dal aile a messed method to sode aralane tell ets of record drawings must be delivered to the City in good and acceptable *Creation of controller ayeem inchiding pregraming of features and alert posed on requirements Isted here within to Landscape Architect for approvol *. On of e handied remons for remote aperson of field voles inhids rigation system is occepted by the City. 4. Controller Charte The Contractor must provide two (2) sets of 11" x 17" charts for e Operotion of field decoder programmer Isduding progromisg somple decoder.
Contractor hal comply to contract document recultements for Moin Line each controller. One copy must be ploced on the inside of the coctroller enchante "Pressare Tea. Joor. The second copy must be provided to Giry mointenonce persomel. s. Materia legit emer for role, and rigio gigane B. Moin Une Pressure Test
1. habion on for the corecler charts mant be the opproved irigorken Record F. END OF SECTION
2. Each coctreller chart must show the ombut condition of the arco coctrolled by the
2. Pipelines must be tested in close and oll open ends of the pipeline and finings mutt D. The Irrigation Worer Audit shall be included in a bisder complete witte 3. All symbels must be readeble at the final reduced size.
1. Cover Shest with Locosion, Dote, City and Certified Irrigorion Auditor condout . The Contractor must notify the City of loot twenty Sow (241 hows prior to 1. Tho controller chart must inelido
2. Legone Syrem Erotonion Checklie
copt that no pressure forts shall be mode ce Sprinkler Evolvation ate Somet for tenth coffernia Code of Regulation, Tile 23, a. Connections so existing water lises (acinto faconsection) turdays, Sundays, or legal holidays urless otherwise opproved in writing by the * Orin forest 7, Middl Water fiere Landope Orience.
* Tender hydrote presure of one unded and remy 120) pourd per square • Revie on record ho edgieves to typice enie offer cond/or are die to the Conte
d. Routing of imigation conduit and pull boxes
5. Pinolnes to be rossed muit be filled with water, and a prosure couge mat ba emersed to the dalise. The cine mut then he clared under a mortare of oro F. Submit Irrigotion Wcter Audit with Close Ovr Doomects a locations of remote coctrel volves, gote velves, and quick coupling votes (show undred twenty (120) pounds per square inch, after which the source of pressure a be ce off leories the Ine under the respired presume 3.09 MAINTENANCE Dishes or dented by ta Cre
Provide meiesenance os per SECION 02970 - LANDSCAPE MAINTENANCE. it cose of Two (2) pounds 5. The chart mat be cole-coded to easily idertify each valve and to respective LIO CLEAN LIP hydrozone orca it irrigosor
7. The Coctrocior must provide the necessary pump and egulament required for this 6. Wen place ed and i pared, the art must be hermatically soled bermeen Tantanahman to eem in were to a mind ton 7.Ecch chat must be complated and opproved prior to fisal inspection of 1se ours. The pressure gouge must remain in place unel each test period hos been irrigosion system. emoleed 3.11 OBSERVATION PRIOR TO ENAL ACCEPTANCE
. Pout list at brenkoun dinaram
b. After such looks have been repaired, the two (2) hour pressure test must be repeoted and additional repois made until prestore test passes. 3. Complete copy of "Approved" irrigorion subminds › If tacting by meone of water prature air must he exonled from the nine arior tr 1. Coctroller charts and Irrigation schediled for plen establishment and mature water
5. Irrigatico auda reports.
1 men to, e of conti a leo ei dealer, lain of rigention. d. Accepronce leter then Cry has received "Equipener to be furnished end "Triniso" from contractor as per coctrost documents.
prod of here. No reing sal Be done unit the law ole was fed pai hea 2. Irrigorion coverge rest ond finith grade revlew prior to plamleg - no (2) working
7. Corsificore of Completion
lod twenty-four (24) hours to cure.
• No do whi shall means whet all Son old lone Als Soned. 8. Wrimes quoreete and certificose of insurance from the Coetroctor. "elbe bacted kepl be rente lading un prior bed the Cored ested and • Conleman to be Ellad. The Come miss dallas all lose and anilaman cola CITY OF MARYSVILLE noroved in writing by the City or on the plani and described herein to the City. otes ner hour, ala Momporation costs
1. Two (2) key sets for looking irrigotion controller. 5TH STREET REHABILITATION
2. Two (2) volves of each size and type ed
SPECIFICATION
D.No fisol abrarvation holl commence Mout Record Drawings li the erect the
12. Contractor must disinfect potable water lines ascording to AWWA stondards. 4. Fire (5) rosors of each type used. - Renair and Coverace 5. Fire (5) pop up spriniders of euch type used L4.3 21-01 Martin tele Meantime eat for de inewlene. No fetter leerasiee SECTION 02905 3. one obe kee on ole er malayed by Agito c apared LANDSCAPE INSTALLATION Antone C3ir
PART 1 - GENERAL
& Lecim Shell be Gronile Mycerhirol Iscovlum / Soil Condiiocer o. Inooted Soil : Tres Stakina Motorial
* To gone are are a Comes any are to the do pered i rie . Iooted sell shall be obtoled from a source angroved by the Owner's Redeepetative 1. Stokes for Tree Support Condone pe so and hope of co mine an for trieding.
1.02 SCOPE OF WORK
1.07 GUARANTEE AND REPLACEMENT
A. Frical lie, leo, riced on prestige ned aparte facede of landiope A. Guorantee. All plane materiol and other materiols Intalled under the Contract shall
2. Ties
Work specified in this Section, bue is not limited to the following: Any plam found to bo dood or not in o
1. Sol Proporation 1. Toosoll i relected, Call be amendod to moot seechicotion. Sutit arended toosoll
2. Decomposed Granite Paving
4. See olio lendicape Groding Section 02260.
a Sofety slave oncubalf 11/2) inch black polyosylone rubing.
4. Ferritzer
• Malch
5. Tree Staking
1r.aW)
6. Champ PART 2 - PRODUCTS
3. Relosed Work Spectied in Ofer Sectiona 2.01 GINTRAL The maleh hall cade of fo best molhit a caniel, none ef deepeater to coe a nehalf [3/4-1 1/2) inch in dimeter. Shredded redwood bark I'gorilla hair") is not I. SECTION 02260 - LANDSCAPE GRACING
2. SECTION 02811 - IRRIGATION L. Fing/cide
3. SECTION 02970 - LANDSCAPE MAINTENANCE 1. "Suboo" (Cilito Geigy) or opproved equal.
1.03 QUALITY ASSURANCE Za lay a Norter Calonia lobeled for fugi som a effect suf gross ia Narthen Corerol
2.02 PRODUCTS
A. Source Quality Control
A. Soil Conditioner M. Pre-emergere
' or amide noceral has been ordered. Arenge produre for beretan ming plant material with the Cty of rime of submission.
mine anal wildier or orace sorte
Plents shall be whact to observation and approval of the City unan delivery foe N. Woed Control
the mime arcial te of kor mercied beer pril and a raine
1. Use Enice (Lip/ohm), Dymid (Elanco Produes Co.), Treflan, Epton, Surion or DONLICT DRIVERY STORAGE AND HANDING Ra of blent to be turised Plan are is to spected are even tearle opprored equol.
L Dolvery Scil Ampedeent soch let wil be increased preparacy. Pam mail hal entam to the checies for O. Root Borrier Spotification for coeta mer stock:
1. By Deap Root Corp. model rumbers UB-18-2 or approved equel.
P. Miscellaneous Moteriols
Deliver forizer to site in orlahal unopened containers bearing marufochrer's 1. Sand wash riner sand or equel. waranteed chemical onales, name trademark, and conformance to State Law, Solnity: The saturation extroct conductivity sholl not exceed 3.5 ml /centimeter o1
2. Tree wound paint: as opproved. Morrison Tree Secl, Cabot Tree Paine, or 13 CHl
PART 3. EXECUTION
C Fortlizer
Use durable - 301 OSSERVATION
least sixty (60) dayt 1. Familien of the flee ere by edged with sal nern and holl
1. Protect plont morerial during delivery to prevent damage to root ball or desiccation of ELFEPE8E40E
2 The Goer mesal for dyse in enter these at a kal ere of all :00444
2. Forizen: Shall conser of the following percents by weighe not begin scorchem unite caters and lem eat are epile to the Ormer, Do
1. Store plant moteriol in shade end pectect fices vecther. presentative The irrigation system shall be operational ond approved price to plantino
2. Moreonid pete elite endol Coreor shall be resporcible for replacemens of C. Handling
Am- weight.
1. Do sos drop plane materics. 4. no these real ae mate be pred turn to prod and antiery l 21% eltroçon
2 Do not plok up container plont materiol by stems or trunks. meierce of the City and for ai roled on the Plaine SodiErotion.
1.05 JOB CONCITIONS S. Nursery Grown ond Collected Stock i by weight.
accordance out focaly accepted procle, when weather and soll conditons ore sutoble n 10 meson ads erodIg all ten, truth, and ground cover plat eaterial after infigatin system. hardend off Can rector not an and ly are dam Made rein are inter to there * Vermed moreock plan onio which is willerabled in removable cominers or CITY OF MARYSVILLE 5TH STREET REHABILITATION
SPECIFICATION
L4.4 21-01
MDG
10. Set plant plunb and held rigidly in position ul soil has been tomped firmly ereund ball SECTION 02970 Section 02905 r001 3. After intel opplication apply of focanck intervols os required to preven fanges unil ond of Controst period LANDSCAPE MAINTENANCE
11. Remolsder of placeing pir shell be bockfiled with
J. Hardpan Conditions
NSTALLATION
1.01 CONDITIONS
- Preparation of plasting oreas areosi
Amend soll ner recommendatiom of soil calvil. 12. All plasts which settle sholl be roited to is cerrect level. After the slone has beer
2. lon of te tell lected and sanked by opacken of heary irosen to a miliam of the hange of hero i. Were shal te od bed to the top of the porly fled hole 1021) tarovolty loturche the reet ball and odfocere wil 1.02 SCOPE OF WORK
2. Where and penis mithin the fint tries 12) inches of wil, it shall be completely pentrated for ?. After the woser has comoletely drained, olamina tablets shall be oloced adiatont to by we in contact with root boll. 305 GESERVATION SCHEDULE
^. The rentan or cod he fatherine intentying the Cry ih adronce for the following 1 SECTO 0302-EANSEOE SAINTIN All on bytery ripen if ted bedry mechaniced men, either by leve for bose Six (ol tablets per 36°box OR QUALTY ASSURANCE
2. Roogh grode roview - 48 hours.
Final Grodes See g) on pas 47 box and larger box ites 3. Controller and bockflow preventer installation review - 48 hours.
1. 0220 LANDSCAPE GRA dingo of he Die. Conform to speciesion STON 14. The remainder of the hole stall be backfilled.
S. Irrigotion spelnkler coverage test - 48 hours. 1.04 MAINTENANCE PERIOO . Finish grode review - 48 hour.
hak/nand ever area 2113 lakes • Plont motorol rovow: 18 hours Sod creas 1-1/2 inches
B, Plant layou review - 48 hours
1. Surfoce drologe tholl be awery from oil builcing foundations, where applicable.
1. Dispose of excess or unacceptable soil frem the site! 9 Spotted shot be part owed pried a tering ot ee Orel, tree with each type of R0A PLANT INSTANTON 10. End of landscope instollorion - 48 hours. beanine dote of mointenance bored for coch cecion of the orolot.
A General 11. Final Acceptance - 18 hours
17. Stokino ced Gurna
o. Staking of all trees shall conform to tree staking and tree guying detoil. nance arcos or phase Oly a many alask as to he planted and watered on foot same day shall be datelhute, . flogoing: All guys are to be ilogped 90% of the wire length and sholl be contred ach black in a planting area. polyethylone one-holf (1/2) inch diameter tube.
D. cries, on tal care a lie is is day reper parise, or
2 Cot surel the rod and broken nd teng out e plate and chere here. ¿ One It! tree of eoch size shell be ilciked and coproved by the Cry crise to contred alim
OR CARANTEE AND MRACEMENT
lor to placing the planter the platin the contoiners Contaikers shall not be opened! D. Ploreing of Ground Cover The Controcior: A. Gusronten All plant materiol and other materich intelled under the Controst holl Levout of Maice Plontinos 1. Condon merested le ore ori reader ape and he used aria neive be guaranteed for one (1) year frem time of finel acceptance agaimt any and ell a determined by the One's Reprectative, hall be reclosed by he Coetroster of 1 Contencer hadnen my alent nits nee dun. All ck Irentiam shelt he anoround hy the paname or slating may be selected by the Gr
Planting of Trees and Shrubs
END OF SECTION
enterink and installies call enmely the Plans and Sheddie So alad eissing due to suspected theft shell be restoced by the Coetroctor. the Coreroctor E. Sod Planting
2. Excess seil preerosed freen the planing hales and not used or bockill or is establising the
1. Scil Preperetice As par paragraph 3.03 A.
1. Excavoting for Flanting: 2. Groting and Bathe Cordly resh l datoes to be soded flore to expore vil
3. Per do ger dan enor or dil) ento the cil every on the core of four (t) pounds. A BRONATION CANI MeAl aime dress Mall in me de Come fee to Gonel.
BARDSCAPE SALA lion lied in speciestone SECTICN 02905 - Site tElerand the root Bal it prescred backfil nice the dameter of the root ball.
OY SNAL ACCERTANCE GE THE PROCT
are all are to averve anatos hen trees alast de ather asterole to antino eite. a Sere praline of pen proper ragues, and on brains item a final
5. Astell Root Barrier ot cill lecations where tree is with 5'-0" of concrede or citier herdicape.
Con Ramanal Whore sleeped war dose ost sadly with the Plans nd Sales dare sarad war and earlone selfied malatesave cared wall restrated hy tel
7. leanie. Water thatsuahle the romalated laws aufare. Calehold he melsened atlana Juner's Representative and determined to be acceptable. All replacement materials Do not injure the root boll. uni cated Ater pod heated lied, decrease Frequenty and increate amini of later per abolication as recesary. Corere Scenet corded is to fam and past one agi cand wine Do not out cons with spade or ox.
8. Replocement: Replace oll dood or dying sod with equal materiol os direcred by the Olty. refuty remave plank without hey or demone Mast ball. CITY OF MARYSVILLE H. Weed Control
After removing plane, manolly scority root boll is loosen perimeter roots.
7. Box Ramoral 1. Complete doing to it last oreos ofter copletion ef ol plane and ene i!! 5TH STREET REHABILITATION Remove bottom of plant boxes before plantag. 2 Amle as our man doctors intifention SPECIFICATION Remore sides of box without domoge to root bell offer portsacing plant and portioly bockflies. 1. Fungicide Career alot in ni
I. Apply fogicide to oll furt fellsuleg intollosion L4.5 21-01
9. Fose planes with fullest growth ines provoling wind. MDG
1. Fortizer • Amenoniam suFore 121-00)
TO1 MAINTINANCE
E aprove deidae regate or part of e comi oner coed in racis ¡Protection: The Contractor sholll mointoin protection of the planeed areos.
Domaged areos sholl be repalred or reploced on the Contractor's expense.
4. Trash, Remove trash weekly in ell planted erect, pedestrion welkwayt, and plaxes.
L. Replacemont: As par Guarante ond Reslocemees Specificorices of this Section, 302 MAINTENANCE PERTHER
02 IRRIGATION SYSTEM
C Rol e Fodo modia pegar o rioso y em of the Corrosori expera. Rapain NA Ar Ceu
CITY OF MARYSVILLE
5TH STREET REHABILITATION
SPECIFICATION
L4.6 21-01