HomeMy WebLinkAboutHeritage Park field imp. REVISIONS Br
TO SPRINKLER ANGLE PIPE TO
SPECIFIED
DEPTH WITH 45' ELLS
POP-UP TURF ROTOR BODY SET TO SCH 40 PVC MALE ADAPTOR
1/4" ABOVE FINISH GRADE SCH 80 PVC UNION 'SNAP-TITS" WATERPROOF
FINISH GRADE BRASS OR PVC NIPPLE CONNECTORS OR EQUAL
} V1 Z
ELECTRIC CONTROL VALVE HARDSCAPWG(SEE NOTE 4)
PLASTIC VALVE BOX
T III=11I=1I I=1I III=1 I I=11 z MARKED IRRIGATION BCV' 2
_ _ - , z (CARSON OR EQUAL) `
W ETCHED ,WITH CONTROLLER - •• •
Z AND VALVE ,SEQUENCE - _ -
1I-I I I I Ei I MIN FINISH GW�DE N 1=1 11 I I I I-I I I I I I: I III I I-III III- ' IP/ ' -
=I I III^ M Q I-I III I I i- -I i - •
z �- I I-� I z = t- I I III III i
-� , z _III I I �I I =1 I I
_ SIDEWALK N I I I I _I I I I • . • '
1-4
SCH 80 PVC NIPPLE ..� "SENSOR MOISTURE -III _ CLEAN BACKFILL - SEE -III - CLEAN BACKFILL - SEE •
(MINIMUM 4 LONG) WHERE SPECS. FOR MATERIAL. .
+ SPECS. FOR MATERIAL. s
C-4 "'` R i N I I 11 9OX COMPACTION REQUIRED 2
EQU RED _ - I I ]Ell 907G COMPACTION REQUIRED • •
3" PIG TAIL EXPANSION Q =1 I I 1 I- `� -III 11- •• 1
SCH 80 PVC NIPPLE SCH 40 PVC - �� LOOP (MIN. 24" LONG) z 1 1 NON-PRESSURE LATERAL LINE:
1=1 =11 PROVIDE 6" MIN. OF SAND
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TYPICAL (2) PLACES T X T 90' ELL �_ SCH. 40 SNAKE PIPE IN - BEDDING AND SHADDING
E BRASS ANGLE =1 I I 1 1- TRENCH =I I I-
MARLEX 90' STREET ELL FLOW 10 __ ___ '
� � � VALVE W/UNION - - 11
-� _ - $n - -
3/4" WASHED "� -III PRESSURE SUPPLY LINE: -I I I
>,%p �'• CRUSHED AGGREGATE
�•'�o ' c�. -111SCH. 40/CL. 315 SNAKE
-
PIPE IN TRENCH
ANTI-DRAIN VALVE AS REQUIRED :o:o,P ,� •.`o;o,p �,,,48 I ( III I 1-I I CONTROL WIRE SLEEVE -
I I o.o so• t - _ I I I I _ SIZE PER PLAN INSTALL
MARLEX 90' STREET ELL 6 � SCH 80 PVC NIPPLE -III I _ CONTROL WIRES - BUNDLE _1 I I I 1 I I ADJACENT TO PRESSURE
ANDCONTROL & COMMON WIRES 1==l I I N _ I I-I I NSTALLPEl II I I SUPPLY LINE
NON-PRESSURE
LATERAL I
I I I 11 PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE
NON-PRESSURE LATERAL LINE am= I I I ( 6" ( TMP III III_ " -� I I.E III= III III f l III III SLEEVE - SIZE TWICE •
PROVIDE 6 MIN. OF SAND DIAMETER OF PRESSURE
BEDDING AND SHADDING ( 6" TYP SUPPLY LINE LEGEND:
BRASS NIPPLE NON-PRESSURE LATERAL 1. EXISTING BRICK DUST
SCH 40 PVC SXSXT TEE NE SLEEVE - SIZE TWICE
2. NEW SOD AS SHOWN ON PLAN.
NOTE: PRESSURE SUPPLY U NE NOTES: DIAMETER OF NON-PRESSURE 3. OVER-EXCAVATE, REMOVE AND DISPOSE OF
,
1. LOCATE HEAD 2" TO Cr FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTES: NOTE: 1 . ALL SLEEVES TO BE SCH 40 PVC.
LATERAL LINE BRICK DUST TO DEPTHS NECESSARY
AND EDGES OF LAWN. 1• INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 1 , PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2.. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. (TYPICALLY 4"-6"). BACKFILL WITH TOPSOIL
2. USE TEFLON TAPE ON ALL MALE THREADS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PER SPECIFICATIONS.
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3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
°i 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3" AND LARGER 24" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
9 STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW
h 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STRUCTURAL SECTION).
CITY OF RANCHO CUCAMONGA, CALIFORNIA VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED IV. CITY OF RANCHO CUCAMONGA, CALIFORNIA N N
STANDARD PLAN N APPROVED BY
POP-UP U P TURF ROTOR APPROVED DY' STANDARD PLAN � T Y P I C A L TRENCHING STANDARD PLAN 0 APPROVED .Y: D INSTALLATION TH FIELDS 'J N.T.S.
STANDARD PLAN
y. o REMOTE CONTROL VALVE WITH w w TYPICAL SLEEVING SO (Bo )
w CITY ENGINEER T I wSHUT-OFF
- > In
DATE USE WITH STANDARD SPECIFICATONS FOR PUBLIC WWS CONSTRUCTION cn SHUT 0 F F VALVE & UNION >
cc R.C.E. 2ag53 SHEET 1 OF 1 ,,, CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 w CITY ENGINEER DATE USE WITH STANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTItUCTION
W c1TY ENGINEER RCE. 2a953 ¢ R.C.E. 24953
m RCE. _ 2 d 9 5 3 UTE MRTN STANDARD i/ECIFK:ATIOMf FOR PUB1lJC MiORKS OOMSTIIYCTIOM SHEET 1 OF I SHEET 1 OF I
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1
O gyMRAi• NOTES:
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA STANDARDS, THE STANDARD SPECIFICATIONS OF PUBLIC
b WORKS (CURRENT EDITION), AND CHAPTER 70 OF THE BUILDING CODE (LATEST
W EDITION). CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
V ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
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2. A CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO
CUCAMONGA ENGINEERING AND BUILDING DEPARTMENT PRIOR TO
CONSTRUCTION.
i gyp• 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
� J EXISTING '
h v HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
WHETH R OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLTING DIRECTLY OR INDIRECTLY LANS.OM S OPERATIONS,
WH
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4. CITY APPROVAL OF THE PLANS DOES NOT RELIEVE THE DEVELOPER FROM
IIpZ�; RESPONSIBILITY OF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING
-s TRENCH AND RUN DIRECT BURIAL NO. 10 COMMON WIRE, CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE
liZ NO. 12 PILOT WIRE, R ONE SPARE WIRE TO EXISTING G PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
MAINTENANCE BUILDING & CONNECT TO CONTROLLER
f COORDINATE W/CITY OF RANCHO CUCAMONGA S. CONTACT ALL UTILITY ALL UTILITY COMPANIES AS REQUIRED 43 HOURS PRIOR
MAWTENANCE PERSONNEL P•o,C . a- EX t 6T- �I !"lPJ N L-1 KI- TO ANY EXCAVATION.
'" 6. WORK SITE SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY
_ . .,�..
STATE,THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF
..� .�... ... THE CITY INSPECTOR.
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' • ',Ij,4 7. A GOOD FAITH EFFORT AND CARE SHALL BE MADE TO REMOVE, PROTECT, AND
REPLANT THE EXISTING TURF THAT IS REMOVED BECAUSE OF THE TRENCHING
OPERATION. ANY TURF THAT IS DAMAGED SHALL BE REPLACED IN KIND.
THIS DESIGN IS DIAGRAMMATIC. ALL MAINLINE, LATERAL LINE, AND
SPRINKLER HEADS ARE SHOWN FOR DESIGN CLARIFICATION ONLY AND SHALL BE
• aMBBLeIE �' � f --"--� - - - I �- INSTALLED PER DETAIL, MINIMIZING THE LENGTH OF CONDUIT RUN AND
`/4 M AVOIDING ANY CONFLICTS WITH THE EXISTING IRRIGATION SYSTEM AND
P
10.c, QE�cIST II 'A % 1111110. r E4 �
• / - � � '9 h1A1N Ll NE. _ - �� ARCHITECTURAL FEATURES.
q• CONTRACTOR TO PROTECT IN PLACE ALL EXISTING IRRIGATION FACILITIES EXCEPT
01 THOSE SHOWN AS EFFECTED BY NEW WORK. CONTRACTOR WILL NOT INTERRUPT
_--r. i. �__.__ _ _ I __ " 1� ,��r.__ _. IRRIGATION OF EXITING FACILITIES AT ANY TIME DURING THE COURSE OF
• ' / ^L' ^ \ t / \ I i I ' CONSTRUCTION AND IS NOT AUTHORIZED TO TAMPER WITHERXISIRRIGATIONOF�
CONTROLLERS WITHOUT THE PRESENCE OF AN AUTHORIZE
ss.- / // 's• \ �y'� ' I r I CITY OF RANCHO CUCAMONGA.
/ , .
• - ate'' �� , �� ? �► �, � ---� - • I .%
� 2•S GPM � ' + , �y.• I 1. IRRIGATION DESIGN IS BASED ON A FLOW OF 4 GPM FOR FIELD# 2(60'
1►• / �� �, \\ 5o p S.I '�F 1 , AND 11 GPM FOR FIELD # 3 (80' BASELINE EAST
/ ..
BALL E D WITH MINIMUM PRESSURE OF SO PSI IMMEDIATELY DONrNSTRBAM OF
10' CIRCLE T T EACH REMOTE CONTROL VALVE RESPECTIVELY.
6.1 GPM. Ac.
2. ELECTRICAL WIRE FROM REMOTE CONTROL VALVE TO EXISTING IRRIGATION
�
(Lq co 0 per=' PE CONTROLLER
UL LISTED AND APPROVED SOLID BURIAL . 10 COMMON
oN WI1tE,NO. 12 PQ.OT�i►It8„
TY
" -- _
3. DESIGN BASED ON INFORMATION AS PROVIDED BY THE CITY OF RANCHO
\ ; / 2 CUCAMONGA. CONTRACTOR IS TO VERIFY LOCATION OF POINT OF CONNECTIONS,
/ 1 i LiCQT - a WATER AVAILABILITY, STATIC WATER PRESSURE, AVAILABLE GPM, ETC. AND REPORT
•se•CRCLEoo ANY DEVIATIONS FROM PLANS To THE CITY AND THE LANDSCAPE ARCHITECTtn Iwo .
/ �
WEST FIELD (FIELD # 3) EAST FIELD (FIELD #2)
DESCRIPTION OF REVISION DATt CITY
Al�ROVED
1. EXISTING GRASSLIKE.
2• EXISTING TURF TO REMAIN (PROTECT Irl PLAcz� MRIATwN MmmCITY OF RANCHO CUCAMONGA
3. EXISTING BRICK DUST INFIELD. LEGEND:
4. PITCHERS MOUND TO REMAIN >sYMBOI MANIIFACTURERIMODEI• C3PM RADIUS PSI DESCRIPTION REMARKS
' S. BOBBED INFIELD - BLUE RYE (3AAS.4 SOD FROM 80L1R'HI.AND 800 FARMS 1 EXISTING GRASSLIKE. HUNTER I-20,ADS-LA09 6.1 42' 80 ADJ. TURF ROTOR
ALTA LOMA LITTLE LEAGUE
(SEE DETAIL #I THIS SHEM. 2. EXISTING TURF TO REMAIN (PROTECT IN PLACE). HUNTER I 2.8 60 ADJ. TURF ROTOR HERITAGE PARK
3. EXISTING BRICK DUST INFIELD.
` 4. PITCHERS MOUND TO REMAIN. � AAM�IRD 100-EF13-CP4R8 INSTALL IN VALVE 80X FIELD PROVE MENTS
S. SODDED INFIELD-BLUE RYE GRASS SOD FROM SOUTHLAND SOD FARMSPLANTINGARRIGATION DETAILS
LATERAL UNE-P'V'C SCH 404IZE PER PLAN O P�' � ," DATE
(SEE DETAIL # THIS SHEET). EXWT NG MAINLINE PER PLAN-FIELD VERIFY
�► 19
Paz � may. APPROVED BY. I � � DATL. - SCALE*
WATER PRESSURE-90 PSI ® ELEVATION 1=90 (PER AS IiKJILT FLANS PIAIOVMD BY THE CITY W _ CITY ENaMIEER / RC•E• �• - ' �-�';
y OF RANCHO ) DESON REc:owMEwoE0
vi l 1 I Z. Joe NO
WEST FIELD (80' BASELINE) C:1"-30'-0" v 1
EAST FIELD (w BAsumE) N.T.S.N.Ts. WEST dt EAST FIELD IRRIGATION \P DRAWN aH�ET SHEET MA �•�� r Of
CHECKED DRAWMD 0
RC.E.NO
10- DATE FILE NO o� s►IEETs
RRrBRslot MAIBIWNrT - ew�RBI� oAax.