HomeMy WebLinkAbout1.5-7158 Ph 1LANDSCAPE ARCHITECTURAL DRAWINGS VpNp°=q�� 9
AUSTIN CREEK TRACT 7158, PHASE 1 Lsq°'°tnia
Q�
FCa,
CITY OF RwFIELD
JUNE 23, 2017
os E /
A L EAND DEVELOPMENT, INC. =°A LE NTS" MER
CHECKED BY JR
GENERAL PROJECT NOTES
r
RIOS DESIGN STUDIO HASi- '`• APPLICABLE •t AND REQUIREMENTS
AGENCYPREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER
APPROVAL
a OR
DURING
w aa•
THERE IS NO WARRANTY OR . a EXPRESSED • ! IMPLIED# DESIGN STUDIO
FOR COMPLETION OF • OR QUALITY OF •• OF 1 •
CONTRACTOR(S).
THE EXISTENCE AND i ' • OF •UND UTILITIES SHOWN ON PLANS WERE
CONSTITUTEOBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT
♦REPRESENTATION AS • THE ACCURACY OR COMPLETENESS OF i ' ! OR
THE EXISTENCE OR • OF . i- a AND a DaCONTRACTOR
SHALL CONTACT UNDERGROUND SERVICES ALERT BY CALLING 811 PRIOR TO PERFORMING ANY
CONSTRUCTION • OTHER
AREAS, i - ' i - SHALL CONTACT' SIMILAR
AGENCY/ORGANIZATION.
AS REQUESTED BY THE OWNER, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS
APPROPRIATE • THE STAGEOF CONSTRUCTIONTO REVIEW THE PROGRESS AND QUALITY OF i'
AND
•DETERMINE GENERAL IF THE
WORK IS BEING
PERFORMED
w •• l MANNER
INDICATING i.
WORK,THE •• ! WILL BE IN SUBSTANTIALi • a • •
DOCUMENTS. RIOS DESIGN STUDIO WILL NOT' ' OR CONTINUOUS
•N—SITE INSPECTION TO CHECK QUALITY OF THE WORK.
RIOS DESIGN STUDIO IS NOT• •R CONSTRUCTION ME•iTECHNIQUES,
SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS
NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE
WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF
THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER
PERSONS PERFORMING PORTIONS OF THE WORK.
'.N THE EVENT • r CONSENTS • ALLOWS, a#.i OR
APPROVES • CHANGES ANY
PLANS,
1 r.• OR OTHER CONSTRUCTION I • AND THESE ALTERATIONS ' i NO
APPROVED
iw• WRITING RIOS DESIGN STUDIO, • - RECOGNIZES THAT SUCH ALTERATION a
THE RESULTS THEREOF ARE • OF RIOS DESIGN STUDIO. IN ADDITION, OWNE
AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN
STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S
FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS.
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AN -1111
ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER
CONSTRUCTION M•DTECHNIQUES,i AND PROCEDURES
AND FOR
COORDINATING ALL PORTIONS OF i•
CONTRACTOR SHALL BE RESPONSIBLE
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION
CONTRACT.
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1. GRADING PLANS PREPARED BY BENCHMARK ENGINEERING DATE RECEIVED 5/6/2016.
2. AGRICULTURAL SUITABILITY ANALYSIS
1 wr r a r s LABS BY
I XI7:•' v
sy
tiT
KRATZMEYER ROAD
Aivix-elfw"
1
COVER
2
HYDROZONE
3
TREE & SHRUB IRRIGATION PLA
4
IRRIGATION LEGEND AND DET I
5
IRRIGATION T I
6
TREE L I
L7
C.O.B. NOTESC..AND DETAILS
L8
SPECIFICATIONS
L9
SPECIFICATIONS
L10
SPECIFICATIONS
PROJECT
Aivix-elfw"
1
COVER
2
HYDROZONE
3
TREE & SHRUB IRRIGATION PLA
4
IRRIGATION LEGEND AND DET I
5
IRRIGATION T I
6
TREE L I
L7
C.O.B. NOTESC..AND DETAILS
L8
SPECIFICATIONS
L9
SPECIFICATIONS
L10
SPECIFICATIONS
11
SPECIFICATIONS
TOTAL SQUARE
BACK • • TO BACK • '
TOTAL LANDSCAPE AREA= 1, 282 SQ.FT.
TOTAL iwa PATH
a a r a 1919 SQ.FT.
NAME OF GOVERNING AGENCY
CITY OF BAKERSFIELD
RECREATION & PARKS DEPT -
1600 TRUXTUN AVE
BAKERSFIELD, CA 93301
(661) • •••
mr&N�'!F'
RIOS, RIOS DESIGN STUDIO, LLC
RLA3260, EXPIRES 9-30-18
B:
RECREATION 1 PARKS
DEPARTMENT i 1
1
DATE
DATE
REVIEWED BY:
TRAFFIC ENGINEER DATE
a Sir �' • '
i
AO
• r 1•• •'
1.5-7158 Ph 1
3805 ORA VISTA AVENUE
o ♦ • CALIFORNIA ,•a
93309
661.835.9259
•
PROJECT & CLIENT NAME
PHASE I
AUSTIN CREEK
TRACT 7158
BAKERSFIELD.. CA 93314
ROSEDALE LAND
& DEVELOPEMNT, LLC.
20247
BAKERSFIELD CA 93390
PHONE
O • 588-2200
0
CK�P�i
SHEET N U M B E R
L 1 OF >>
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
Clickanthe
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P
HYDROZONE SUMMARY
HYDROZONE SYMBOL
HYDROZONE A- 1) 136 SF
SHRUBS & GROUNDCOVERS
iPPir-,&TPnXA1ITI-I nPIP R1 IPtRI I=PIQ
............ HYDROZONE B- 150 SF
................
................
...............
TREES IRRIGATED WITH
...............
...........
...... DEEP ROOT BUBBLERS
TOTAL LANDSCAPE AREA -1,266 SF
Messag es. an d Wam iin ga.
Totat Landscape Area
Results.,
(ET,,,) x (0.6-21x 4-15. x L-A :.0 -:0 4151 X SLA --)j-1.'
(0:
121 1:11111 1 rx I II � I 1111 11 1 111
MW j; Ali
To of, City f -.T-.- o m A p peen i A
dtat Landscape Afea
-e A ea
,Per at Landscap, r
five- Pre-cipitation:
�Effect:
esults4,
k
-x SL = A if(E T-, E. x: 0::
-:
62M x f(G.-A - x LA. ) + ((10 - 0 -41-51
j
1 '0111 �5-L ' ,
5JETL,(: chesh
5
-0 1 pe Area ft -I
12'.-8-6.I::D; ip ndscape:Areav
r La
:0-'-I:SLA el
�f
C::U:bic Feet
:HC:F
17 1 TO a n n- u. a plc i: p i ti a t i o . n..-, + (i n. c" h: e t
C1: ic:b:.
: F eet
FAM
0.051 Acre-feet
.........................................
\ADSCA��,f
P
RIOS
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F C
D A T E JUNE 15, 2017
S C A L E 1"=20'-0'°
DRAWN BY MER
CHECKED BY JR
3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
93309
P: 661.835.9259
F: 661.367. 5284
TIROJECT & CLIENT NAMP
PHASE I I
as, 0
A
Plant Water Use Type Plant Factor ROSEDALE LAND
-0.1
Very Low 0
& DEVELOPEMNT, LLC.
Low 0-2-0.3
P.O. BOX 20247
High 0-7 - .0
Medium 0.4-0.6
_ _ BAKERSFIELD CA 93390
1
SLA 1.0 PHONE (661)58&2200
.5-715
S H E E T D E S C R I P T 1 0 N
I ii''' 111111' 1 iii ��, iI IiI� i 11 1 A
A 1
WAIII&SKO-1,11M
SHEET N U M B E R
L2 OF � �
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
SERJEMBER 30 2016,
E 1,;*. 0 ate
Date
OF C N\\F
DATE JUNE 15, 2017
S C A L E ill= 201 -011
DRAWN BY MER
CHECKED BY JR
N1001 D 0-01mo Ad'm
3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
f3309
P: 661.835.9259
F: 661.367. 5284
PROJECT & CLIENT NAM
PHASE I
A,
•
& DEVELOPEMNT, LLC.
P.O. BOX 20247
BAKERSFIELD CA 93390
PHONE (661) 588-2200
S H E E T D E S C R I P T 1 0 N
TREE & SHRUB
IRRIGATION PLAN
1.5-7158 Ph 1
SHEET N U M B E R
L3 OF 11
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
y
i
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--ar
a
SCALE:
NTS
Q RAIN SENSOR AND VANDAL RESISTANT
ENCLOSURE ' PER
WIRE
TO IRRIGATION • '!`
Q
CONTROLLER
ENCLOSURE- PER
`
CONTROLLER- PER LEGEND
(D POURED CONCRETE
BASE -
PER
G FINISH GRADE
I
LINEAR OF
WIRE COILED
(D APPROVED
w■• •. r■ ••'
• CONNECTORS, r
VALVE IDENTIFICATION
TAG
G) PLASTIC
` VALVE BOX
LOCKING
(D FINISH GRADE/TOP !'
MULCH
V MASTER• 'i
VALVE PER IRRIGATION
LEGEND
PVC SCH
80 NIPPLE
!■
(CLOSE)
D
PVC SCH
/ MALE
ADAPTER
;D PVCMAINLINE • ■
0 BRICK
;
r OF
(D • LAYER OF PEA
GRAVEL
,
Q CONTROL
! i WIRES
0 SCH i PVC UNION
EXTENSION
REQUIRED i i
0 LANDSCAPE
,■ 1 ■r
MASTER CO-N-TROL VALVE
OFINISHED GRADE - AREAS
PLASTIC •f♦ •`VALVE
WITH LOCKABLE • '"
. HEAT
BRAND "FS" ONTO
• SENSOR, IRRIGATION
LEGEND
G FINISHED GRADE SHRUB AREAS
(D 24" ■ LOOP •
O 45 DEGREE 'MAINLINE
•
FITTINGS
•' LAYER • GRAVEL
f
FRONT VIEW
RAIN SENSOR
D SCALE: NTS � c
0
CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES
(DINSULATED
./ •ENCLOSURE AS INDICATED IN LEGEND
DRAWN BY
EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND
CHECKED BY
IDA 0
BALL VALVE
1AVAILABLE AT
-- ... 0GALV.
NIPPLE
s s t .tet
:MM"A
a
GALV. 90- ELL JYPICAQ
qkw
.T..."._�►y , �.
0
GALV. UNION (TYPICAL)
THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING:
w
(D
GALV. NIPPLE (TYPICAL)
Now
•rwr■
1 9 (D
FINISH GRADE
GALVANIZED COUPLING SET
RWS-B-C-1 401 ROOT WATERING SYSTEM
EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS
FLUSH WITH CONCRETE r
i
3. INSTALLED WITH (MODE L#RB9IQ4613B) GPRS/CELLULAR NETWORK MODULE
(TYPICAL)
12 RWS UNITS TOT AL
4. INSTALLED WITH (MODE L#KCPCSA-LXM E F24) SUB -ASSEMBLY/TERMINAL STRIP
PVC MALE ADAPTER TOIRRIGATION
MANIFOLD
5. INSTALLED WITH (MODEL#KCP1 13GR) GROUNDING PACKAGE
l
r VALVE
3 Q
12"xl2"xl2" CONCRETE
(MODE L#KCPLXM E -RG) RAIN SENSOR WITH VANDAL GARD
•. INSTALL
CONNECTOR
THRUST BLOCKS
EVENLY COAT GALV.IRON
EXPOSED OIL AND CONCRETE
• r, r PIPE
w rrs AND THEN
WRAP WITH 3M SCOTCHRAP NO. 51 BLACK
PVC
TAPE
! OVERLAP) •, r
13 TO POINT OF CONNECTION
ADAPT AS REQUIRED
mi�l 6 - 111'ag
MN Ave
SCALE: NTS
•BRICK SUPPORTS
PVC
MAINLINE ■
1LANDSCAPE
PVC
♦ PIPE • MASTER
VALVE• 1 !
DIAMETERS) PER SPECS. AND
NOTES:
INSTALL FLOW SENSOR i THE
MANUFACTURER'S! !` i
1 'c i 1 r r r w / •, f• i•I Co
11
SCALE: NTS
we]
IRRIGATION L-EGEND
QTY SYMBOL MANUFACTURER MODEL NUMBER
1
"m ink
!
SCALE
• CONNECT BLACK
WATER
DRAWN BY
�=.TUBE
gyp'
CHECKED BY
TO BLUE CONNECTIONS
1AVAILABLE AT
STATION
• • s• rAVAILABLE
l
s s t .tet
:MM"A
KERN TURF
qkw
s
1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE
SUPPLY
THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING:
:. •J9i",sLf06' i A 941.: W'Item
Ao�3��t,p'����y��g
GREEN AND BLUE COUPLING
1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE.
TUBING12
CONNECTIONS
2. INSTALLED WITHIN (MODE L#VI TS B-22SS), STAINLESS STEEL VANDAL RESISTANT ENCLOSURE.
RWS-B-C-1 401 ROOT WATERING SYSTEM
EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS
MENEM
i
3. INSTALLED WITH (MODE L#RB9IQ4613B) GPRS/CELLULAR NETWORK MODULE
12 RWS UNITS TOT AL
4. INSTALLED WITH (MODE L#KCPCSA-LXM E F24) SUB -ASSEMBLY/TERMINAL STRIP
1
"m ink
!
SCALE
• CONNECT BLACK
WATER
DRAWN BY
�=.TUBE
gyp'
CHECKED BY
TO BLUE CONNECTIONS
1AVAILABLE AT
STATION
• • s• rAVAILABLE
l
s s t .tet
:MM"A
KERN TURF
qkw
s
POM�vm OF yft vmk
SUPPLY
THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING:
:. •J9i",sLf06' i A 941.: W'Item
Ao�3��t,p'����y��g
GREEN AND BLUE COUPLING
1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE.
TUBING12
CONNECTIONS
2. INSTALLED WITHIN (MODE L#VI TS B-22SS), STAINLESS STEEL VANDAL RESISTANT ENCLOSURE.
FINISH GRADE
i
3. INSTALLED WITH (MODE L#RB9IQ4613B) GPRS/CELLULAR NETWORK MODULE
4. INSTALLED WITH (MODE L#KCPCSA-LXM E F24) SUB -ASSEMBLY/TERMINAL STRIP
PLASTIC 30"
MANIFOLD
5. INSTALLED WITH (MODEL#KCP1 13GR) GROUNDING PACKAGE
l
r VALVE
AT
(MODE L#KCPLXM E -RG) RAIN SENSOR WITH VANDAL GARD
•. INSTALL
CONNECTOR
ADJUSTMENT KNOB
KERN TURF
w MOUNTED WITHIN
THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTERAIN SENSOR
s
1 '
EZ-FL• •
SUPPLY
HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE.
EZ -FL • FERTILIZING
LAYER ■ / GRAVEL
r
•Dr • r sBACKFLOW s • s f •l,
FERTILIZER • i '
ON 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS BACKFLOW ENCLOSURE
BACK-
:. !i i
COVER.INSTALL
INSTALL V.I.T. i BEARIER r! •
1
m
BIRD
•D!EB) 2" MASTER CONTROLfLVE; SAME MODEL
/
LANDSCAPE FABRIC
(MODEL#FS1 OOP) 1 1/2" FLOW SENSOR
SYSTEM
1 r
!i GATE VALVE
SCALE: NTS
.. 1 '.(MODE
L#PE B—PRS—D) PRESSURE REGULATING CONTROL
/ , : : f
INSTALLD 0 r ON MAINLINE • (ALL
GALLON CAPACITYmom
• BOX
x24"x24" VALVE
I
:
r r •
1 !
■ r CONTROLVALVE AND SCH 80 .:...:DOWNSTREAM
• MAINLINESIDE.
.
r f ! r■ LATI NG
r PRESS
THE RCV WITHIN THESAMEVALVETWO (MODE �'
BASKET FILTERS, 200 MESH. DOWNSTREAM PRESSURE WILL BE REGULATED TO 40 PSI, MAX.•
AS APPROVEr
PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 21f AND SMALLER, SIZE PER LAN
18" MINIMUM COVER
AS APPROVED
SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE
. !iR•.
ASAPPROVED
i :■■ DIAMETER •.. .. PIPE
PVC SCH.40 SLEEVING -FOR
FOR WIRE SLEEVES: REFER TO WIRE SLEVVING CHART ON SHEETS L3 & L4.
L
INSTALL ! �•. '•
AS APPROVED
- - ----- - -- -----
IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (Ul. APPROVED)
#14 AWG CONTROL ! •
COLOR OF WIRES TO BE AS FOLLOW:
COMMON
CONTROL ' BLACK
SPARE WIRE RED
MASTER VALVE WIRE BLUE
FLOW SENSOR PAIGE IRRIGATION SPEC# P7162D-A-REV8
UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/l PAIR
II
I
r, ■ R CONNECTORS- i MANUFACTURER'SRECOMMENDATIONS
!'
l; i
APPLIED
VALVE BOX WITH D'!`` IN STYLE LOCKING EACH :! TO : 1 BRANDED PROPER
ENGINEERING
STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR RCVS & FLOW SENSOR
JUMBO RECTANGULAR SERIES 1320 lG2G VALVE BOX FOR MASTER VALVE
9" ROUND SERIES 91 OL 1 G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS
CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION
RAINBIRD
(MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT.
INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX
APPLIED
VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID
ENGINEERING
i� STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR SPARE WIRE
120V ELECTRICALCONNECTION TO BE PROVIDED BOTHERS.
^Mxar"
4 4
Agm:
a XL:. m . .
... .., ...'ii-rir-:«i:,tsmn--.-.«.vn-nx.+.-..-.,•.-.-r+-...,•.m».or....++-.-r.-.«..:•:-h..�'.+"�"i»r.•'+titAv.�4.U+d....hY •?; }ti3aL�ykv✓� �¢' .�+W
w .. .
REMOTE CONTROL VALVE
NTS
NOTE:
AND ARE
INCLUDED WITH THE
EZ-FLO SYSTEM. ITEM 11 IS
PURCHASED SEPARATELY.
!
SCALE
• CONNECT BLACK
WATER
DRAWN BY
�=.TUBE
gyp'
CHECKED BY
TO BLUE CONNECTIONS
r ft, NWA Doom.
s s t .tet
:MM"A
qkw
s
POM�vm OF yft vmk
1/4" TUBING CLAMP - BOTH THE
:. •J9i",sLf06' i A 941.: W'Item
Ao�3��t,p'����y��g
GREEN AND BLUE COUPLING
t
TUBING12
CONNECTIONS
... .., ...'ii-rir-:«i:,tsmn--.-.«.vn-nx.+.-..-.,•.-.-r+-...,•.m».or....++-.-r.-.«..:•:-h..�'.+"�"i»r.•'+titAv.�4.U+d....hY •?; }ti3aL�ykv✓� �¢' .�+W
w .. .
REMOTE CONTROL VALVE
NTS
NOTE:
AND ARE
INCLUDED WITH THE
EZ-FLO SYSTEM. ITEM 11 IS
PURCHASED SEPARATELY.
1.5-7158 Ph 1
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RIOS �r®�
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SEPTEMBER 30,2016 *
Exp'r ion ate
F OF C K�
D A r E
!
SCALE
• CONNECT BLACK
WATER
DRAWN BY
�=.TUBE
gyp'
CHECKED BY
TO BLUE CONNECTIONS
s
1/4" TUBING CLAMP - BOTH THE
!
GREEN AND BLUE COUPLING
14
TUBING12
CONNECTIONS
FINISH GRADE
i
PVC MAINTO VALVE
Q
PLASTIC 30"
MANIFOLD
VALVE BOXi LOCKABLE COVER
l
r VALVE
••.•.• , s
PROPORTIONING
•. INSTALL
CONNECTOR
ADJUSTMENT KNOB
ACCORDING TO WATER FLOWa
1 '
EZ-FL• •
r , r s
.. : • .. •
EZ -FL • FERTILIZING
LAYER ■ / GRAVEL
•1•
• • IRRIGATION
FERTILIZER • i '
BACK-
:. !i i
•
FLOW
TUBE TO GREEN CONNECTIONS ON
PROPORTIONING CAP AND COUPLING
LANDSCAPE FABRIC
EZ-FLO FERTILIZING
SYSTEM
SCALE: NTS
1.5-7158 Ph 1
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SEPTEMBER 30,2016 *
Exp'r ion ate
F OF C K�
D A r E
JUNE 15, 2017
SCALE
NTS
DRAWN BY
MER
CHECKED BY
JR
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R I u" S gum"'ES lu"" N STU PL")"'l 0
LANDSCAPE ARCHITECTURE & DESIGN
3305 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
93309
P: 661.835.9259
F: 661.367.5284
PROJECT
•
CLIENT NAME
PHASE I
ROSEDALE LAA'D
DEVELOPEMNT,
• BOX 20247
kAKERSFIELD CA 93390
PHONE (661) 588-200
IRRIGATION LEGEND
& DETAILS
_ •
t
SHEET N U M B E R
L40F 11
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
® NOT PUBLISHED. ALL RIGHTS RESERVED.
.0-111 .e�
:� .............. � ................. ... � .................. I .......................... � .......... -1 ...... I .......... l- .... � ............. 11 ... ........ ..... l- ................. � ................................. .... � ......... � �.
f 1 " FINISH GRADE/TOP OF MULCH U7 REMOTE CONTROL VALVE PER 100_%� : "
: I
kll� : �
: I I
: �
IRRIGATION LEGEND I Q) LOW VOLTAGE WIRES, 3 MAXIMUM : I � IRRIGATION PLAN NOTES
: ,�:
: : ..
(D VALVEBOX WITH COVER lm� .01-11-0 .A lowft*& ; : I I " � I
'%,P : : �
I
-
4001%, : . .
: : �
�
10111%� W WIRES PASS THROUGH GROOVES IN TUBE LID TO : I z CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT
: I �
. .
I
(9 PRESSURE REGULATING QUICK . � 8,1w �
: c . cu) W. &L
: D VALIvr * . I. �
,
.Owft%l : " 1�1 I �
Q) 30" LINEAR LENGTH OF WIRE, ALLOW LID TO CLOSE : Awww UM", NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON
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CHECK BASKET FILTER: : -1$wl mwi-� �.. ,
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00"14% 3 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO z �'..::.�_-. �,;ii:,�:i �
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RAIN BIRD PRB-QKCHK-100 : � I 1. :L' .-�. �
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Q) WATERPROOF CONNECTORS : I I . :. � WITH APPLICABLE CODES AND ORDINANCES.
TUBE : � � !".: �
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INSTALL I OR 2 AS INDICATED ON PLAN. . . . �, I.
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BALL VALVE- SIZE FOR VALVE FLOW U POLY TUBE PRE -FILLED WITH WATERPROOF GEL -N'l';, �"-- 'A.--,
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I ."..*..�.,.�:-",.,.",".".**,,..� I., .1 - DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881
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I'll PVC SCH 40 FEMALE ADAPTOR /"N . � I
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10""& 4) : - ',I (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING .
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VALVE IDENTIFICATION TAG 5 LOCK TABS PREVENT WIRE REMOVAL ONCE : , (0 .4 11rall W_ :(� :, "
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UO LATERAL PIPE : .. :,�Qvl I I
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CONNECTOR IS INSERTED : I �"",-�-_ ,.,��:., ",
: I . * . - .A, ,,, *" , , , , " * � AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE.
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2 _101 PVC SCH 80 NIPPLE (j SCOTCHLOK ELECTRICAL SPRING CONNECTOR. : I . I .... I . L...".. �
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: 11 . � * � DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR
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& f-1-2) re / - (LENGTH AS REQUIRED) I WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE : ... :: . I 'I, ll�'.11 �
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INSULATION PRIOR TO INSERTION INT THE . ': -, .
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CONNECTIOR. TWIST CONNECTOR ONTO WIRES : Nortz-1t .� _."."'..", .11
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6 U3 PVC SCH 80 NIPPLE . 6 TO SEAT FIRMLY. : �U=m =4_' on , �
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ii i : 11, � I I 11 I OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS
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SCOTCHLOK CONNECTOR AND WIRES INSERTED' : � . ....' - I`— �, -':.' � �Ji�?,,',', �._;,"\4",: - ..
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PVC SCH 40 ELL : i�.� I .1 � , �
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INTO TUBE UNTIL THE CONNECTOR PASSES LOCK : . ! . : .-WAPW llll*� �
^40mwo 10-00%, : 1-0. - �
I I 10 i : 10%: � wu=21 W-44" I :1. �
: . � I . I � CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO
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12 Q 4) PVC SCH 40 TEE OR ELL TABS : M; . �� I :
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; � ml 'AT .�.�, 010m, -S:.., :.�'.'-.",,..-.'.-..,�:.�,-.�,:..�: .4. - � � OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS
: 401 -R%,w . 1, .1 .. , ,w.l%m,*,...,.;;,.. �.�,.,:::;*.`.ii::,�::�::%, I'll,
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Q) MAINLINE PIPE z ;0*" ~0 -maw I . ll�,_ � �. INCURRED DUE TO ANY ADJUSTMENTS FOR 1 00% COVERAGE, INCLUDING
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- (�� 00 O� .01� NOTE: . -1 . � Aal�..l �N (Dlp=w,m 11 THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL
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1�� U6 3" MINIMUM DEPTH OF : z
I WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KA'"AawmZ& 1*1 .."\�'��i-��.'.�-��:�.,.;�:i.:, �:..'�:;��.�",�:iz��*.,;I�,�<,�ll,��, '_ �,�:;%::,.K':,�,:.%::. I
; .. , , , ''O., , � �_ .. , _ " I I - - BE THE RESPONSIBILITY OF THE CONTRACTOR.
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16 Y4" WASHED GRAVEL : I ; fw .
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100_11b& KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE - .I i . ....... J
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- TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED : ;:%.,��l ,'.... - .Tm7",,l'_. � MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTI N N
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PREFILLED WITH GEL. ...." I � THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT
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: 11 ; �i�K;��A�Alil����� � - �
: I � EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND
: � R. E,V 11 - 13 11 f -) 'IN, S .�: �
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DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) . I CITY OF * DAKERSrMLD I
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: . � I . ''.., I 1-1 I i I SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE.
13 #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER : : . , : 1,
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14 QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE : � -1710PAM �11
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CONNECTION. : ...... ..... I ........ I �
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: "I EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION
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Aeoo� X�%. a 0. ON. � ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED
D r R I Fra %j ZOO= ` No E V A L V E A tOw 3%'eS E M B L xyff � WATEKFRuuF WlrRw%E UUINNIECO"TIO'Ne " "` - .... T T ...... mm-L"O's :�' .... ......
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' AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE.
SCALE: NTS SCALE: NTS G SCALE: NTS
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. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL
� ............. .... I ...... ! I : : WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES
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z l�>"ft"wwkA0ft_--6*m_ft : . . 1. ,1� , 40NFMMMWM SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE
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� � AdNRL, `�'.'.", . 'UnDftAk'L'or BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE
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� , tw A ... � --_7; li�-*,,�: : : .., . � L'I., " . : AND EVERY 100'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10'ON
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BAKERSFIELD, CALIFORNIA
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PROJECT & CLIENT NAME
PHASE I
AUSTIN CREEK
TRACT 7158
BAKERSFIELD, CA 9331 -�,
& DEVELOPEMNT, LLC.
P.O. BOX 20247
BAKERSFIELD CA 93390
PHONE (661) 588-2200
S H E E T D E S C R I P T I 0 N
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S H E E T N U M B E R
L50F 1 1
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RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
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BAKERSFIELD, CALIFORNIA
93309
* * 0
1
PROJECT & CLIENT NAME
PHASE I
AUSTIN CREEK
TRACT 7158
BAKERSFIELD, CA 9331 -�,
& DEVELOPEMNT, LLC.
P.O. BOX 20247
BAKERSFIELD CA 93390
PHONE (661) 588-2200
S H E E T D E S C R I P T I 0 N
A
S H E E T N U M B E R
L50F 1 1
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
CD
w
0.
SECTION
SCALE: 111=11-011
A"
ABBREV. BOTANICAL NAME COMMON NAMESIZE QTY WULCO
TREES
0 LAG IND LAGERSTROEMIA INDICA GRAPE MYRTLE 4" BOX 4 L
'PINK'
® L U NOB LAURUS NOBLIS SWEET A " BOX 2 L
NOTE: ALL TREES TO BEI STALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE
24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK
AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL C, THIS SHEET.
PG&E UTILITIES LINE ARE DIRECTLY ABOVE THE TREE AND THE TREES HAVE BEEN CHOSEN FROM COB LIST.
SHRUBS
'LEMON . R. P'.
000 ART PC A I 'PO I CASTLE'
0 SENART SENNAARTEMISIOIDES
FORTNIGHT LILY 5 • •
WORMWOOD
5 AL
10
L
FEATHERY IA
5 GAL
12
L
411 THK. ROCK DUSH (DECOMPOSE GRANITE) GOLD COLOR
ON FABRIC SEPARATOR
AVAILABLE A BUCK'SLANDSCAPE /•1 661-836-3825
ALL LANDSCAPING AND IRRIGATION PLANS SHALL CONFORM TO THE
CITY OF BAKERSFIELD STANDARDS AND REGULATIONS AS SPECIFIED
IN THE CITY OF BAKERSFIELD MUNICIPAL
ALL LANDSCAPE AREAS WITHIN THE PROJECT WILL BE
IRRIGATED BY A PERMANENTLY INSTALLED AUTOMATIC IRRIGATION
SYSTEM WITH BATTERY
• , # LANDSCAPE
A •
ADJACENT • AREA BE TEMPORARY.
SOIL SAMPLES HAVE BEEN TAKEN AND ANALYSIS •'.. ii
WILL BE INCLUDED IN THE SPECIFICATIONS.
IN ORDER TO ENSURE WATER EFFICIENCY, SHRUB AND TURF AREAS
MEET THE TOTAL LANDSCAPE AREA WATER USE DESIGNATION AND
CALCULATION 1 P • HYDRO -ZONE PLAN.
ALL EXPOSED AREAS WITHIN SHRUB AREAS WILL BE APPLIED WITH A
MINIMUM OF 3" LAYER OF MULCH.
GROUND COVER PLANTINGS WILL FILL •
OF PLANTER WITHIN 4 YEARS.
GROUND COVER WITHIN PARKING AREAS WILL BE LOW WHERE THERE IS
PARKING OVERHANG.
NOTES
1. CONNECT DEEP ROOT PANELS TOGETHER.
PLACE MATERIAL IN TRENCH,• ! ' PLAN.
BARRIER TO EXTEND ABOVE FINISH GRADE BUT REMAINS AT OR BELOW
HARDSCAPE SURFACE.
2. ROOT BARRIER SHALL EXTEND 5'TO EACH SIDE OF THE ROOT BALL NEXT
TO HARDSCAPE
1 6" CONCRETE MOW CURB; SEE DETAIL 'C'
2 FINISH GRADE- 2" BELOW HEADER
3 TRACT CONCRETE BLOCK WALL SEE GRADING PLAN.
4 3" THICK CRUSHED ROCK LAYER. ROCK SIZE- 3l" GRAVEL.
CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR FINAL APPROVAL.
AVAILABLE AT BUCKS LANDSCAPE MATERIAL PHONE (661) 836-3825
5 CERTIFIED COMPACTED FILL TO 95% RELATIVE COMPACTION.
6 SOIL SEPARATOR FABRIC- SUBMIT SAMPLE FOR APPROVAL 3
7 WOOD MULCH IN ADJACENT PLANTING AREA
SECTION
L -EQUESTRIAN- TRAIL
4
May 17, 2016
STREETSCAPE CALCULATIONS
TREE QUANTITY CALCULATIO-NS
RENFRO ROAD
170'LF. /30'= 6 STREET TREES
• TREES DESIGNED
2 TREES EVERGREEN
Rios Design
Project - Austin Creek Streetscape
Location - Renfro and Hageman
The soil analysis reports are from Midwest Labs. The analysis and sample indicate a sandy loam texture.
Organic values are very low. The nitrogen values are moderate, phosphorus and potassium values very
high. Consider fertilizers low in P and K values.
The first number on the soil test that stands out to me is the pH, which is at 8.0. Ideally you want the pH
to be closer to 7.0. The Live Earth* Humate Soil Conditioner is pH 3.0
Reducing the soil pH will also increase the availability of fertilizers already in the soil that are
unavailable to the plant, or when fertilizers are added will increase the uptake of these nutrients.
Sodium values are slightly high. When incorporating humic acid, the slightly elevated sodium values will
not effect growing conditions. The magnesium values are low and manganese values are very low.
My recommendations are as follows:
First apply Live Earth(9 Humate Sail Conditioner w/ manganese 250lbs per 1000sq ft.
Next apply Live Earthg Humate Soil Conditioner w/ magnesium 250lbs per 1000sq ft..
Last apply Live Earth 9 Back Nine (9-0-0) (? 25lbs per 1000sq ft. Apply in conjunction with above
products.
Spread evenly after tilling, grading, and before planting. Drag or rake into the top 2-4
inches. Apply to all turf and ornamental areas.
Complete site recommendations and rates for sail amending and maintenance:
Trees and Shrubs:
A. Live Earth 0 Humate Soil Conditioner - 45% humic acid - Ag grade (?.� approx. lib. per gal
container. Add to back fill.
B. Live Earth* Back Nine (9-0-0) - @ 1/4 cup per gal container. Mix with back fill.
Granular Maintenance Program 6 weeks after install:
Application of Live Earth® Iron 10 (5-0-0) a 15lbs per sq ft. Applied to turf and around tree wells and
planter areas. Repeat in 6 weeks.
Spring and Summer applications — Live Earth 9 Back Nine g 12.5.lbs per 1000sq ft.
Fall and Winter applications — Live Earth Iron 10 a 12.5lbs per 1000sq ft.
Liquid Maintenance Program
Live Earth 0 Great $a 5 gallons per acre per month, 4 times annually.
Live Earth 9 Blitz 22 w/ Iran 10 r 5 gallons per acre per month, 4 times annually.
Todd Bums, Live Earth Products, Inc., 661-978-7307
�aNDSC,gp�-
���pHo
� ra,
/Signature
„k SE MER 3P,2016
E i
Date
0F' C M,
D A T E JUNE 15, 2017
S C A L E 1"=20'-9'
DRAWN BY MER
CHECKED BY JR
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gw
RIOS" DESIGN STUDIU"
LANDSCAPE ARCHITECTURE & DESIGN
3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
93309
P: 661.835.9259
F: 661.367.5284
•
CLIENT NAM
PHASE I
AUSTIN CREEK
tRACT 7158
r
AKERSFIELD., CA 9331,44
ROSEDALE LAND
DEVELOPEMNT,
P.O.
BOX 20247
BAKERSFIELD CA 93390
PHONE (661) 11
1
11
SK41m
f
SHEET N U M B E R
L6 OF
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
GENERAL PROJECT NOTES
1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also
be responsible for contacting the public utilities to start electrical and water service in time for construction.
2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of
Construction.
3. Prior to the start of construction, all utility service meters (water and power) should be installed and fully operational.
4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-
3049, for an on-site pre -construction meeting.
5. Contractor will. coordinate construction. with the appropriate City inspection of so that inspections can be made at
critical construction periods but in no case less than:
I ) At the start of construction,
2) Prior to any back filling (irrigation pressure test),
3) Prior to the installation. of any plant material.
4) At the end of construction but prior to start of post -installation maintenance, and
5) At the end of post -instal lation maintenance period for written City acceptance.
6. Contractor will perform maintenance as identified in the specifications. All costs incurred until this time will be at the
expense of the contractor from. start of construction until turnover to the City,
7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case
will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead,
dying, damaged, or othenvise unsuitable plant material until the City, in writing, accepts this work.
H. Contractor will field verify finished grades and verify that. there is positive surface drainage in all planters-, turf areas
and away frorn all planting holes, If positive drainage does not exist notify landscape architect prior to proceeding for
written authorization and instructions to proceed.
9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take
precedence over all other specification or details.
10. Al] trees under utility lines are subject to change per C.O.B. and/or utility company.
11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and. limit of construction
I ine & a 9" mow curb between wall and turf areas
12. Provide root barriers for each tree within 8of any existing or proposed paving, wall, or structure.
13. All plant niatcrials shall be approved by the Architect or Owner's representative.
14. No planting shall. be planted until the installation. of the irrigation system is completed. and. tested final grades have
been established, planting areas have been properly graded, and soil prepared and the owners representative has
approved the work.
15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil
amendments whether a soils test is required or not.
16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during
construction. Contractor shall replace any damage landscape or irrigation caused. by construction.
17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face Of Curbs/sidewalks at each location,
18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the
Building Director for review and approval pursuant to BNIC Section 17.60.110 (N). One copy of'the signed plan shall
also be submitted. to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color
materials, lighting, anchorage and location of signi(s). Approval of wall plans by the Public Works [.)]rector does not
include approval of any signage.
19. Uniform development is required for this project. Should. any portion of any phase or subsequent phases be
constructed at different intervals where the point of connections are located in an area other than the project limit of
work, the developer shall be responsible for all incurred costs associated with the affected areas until the project's
maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved,
20. The Contractor shalt utilize and or provide an existing irrigation mainline and wires, from and or to any adjacent phase
line or development limits to complete any current or future irrigation systems, providing the system can properly
meet the designed conditions. Should the Contractor be required to utilize the existing future services, the existing
irrigation system shall be updated with all the necessary irrigation equipment as part of the current project, per the
direction of the City's Recreation and Parks Department's representative.
1. Install materials as called out in details and as per specification,,,
2. There shall be no deletions or substitutions without the approval of the City, developer, and
landscape architect.
3. -
All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray.
Landscape architect shall have final approval.
4. Components locations are approximate and diagrammatic as indicated.
5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No
directional changes in the irrigation system, shall be installed Linder pavement or hardscape areas.
All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing
locations will be indicated by chiseling "IR" on the fitce of the concrete curb. Verify with C.O.B.
for approved method and. type,
6. All systems shall be designed for optimum pressure as per irrigation equipment manufacturer.
Pressure at each head shall be within the optimum range specified by manufacturer.
7. Developer shall provide electrical power to the controllers' locations. Controller locations are
shown diagrammatically, Final location shall be approved by Recreation and Park Director at
construction. Landscape contractor shall be responsible l"Or final connection,
8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for
exact locations.
9. Contractor shall install controllers per City and manufacturer's specifications in a Strong Box
model 22 -SS enclosure. Verify with City prior to installation. Install as per C,0.13, specifications.
10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to
install, all materials as per plans.
11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be
installed in 10" round boxes, Applied Friginecring or approved equal (per C.O.B.). E.ach box lid
'ti
shall be heat branded for appropriate identification. Verify with C.O.B for exact configuration.
12. Contractor shall. provide and instal] two hot wires to each valve. Connect one (black) and. the
second (red) will be a spare.. One (blue) wire shall be used for the master valve. Verify with
C, (). B.
13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for
exact confif-juatlOns.
14. Contractor shall provide and instal] aschedule 80 PVC union and ball valve, the same size as the
valve, at each valve location. Verify with C.O.B for exact configuration.
15. The developer shall be responsible for assuring that any concrete footings from the adjacent block
C_
wall does not interfere with the installation and/ or location of the irrigation and landscape
materials.
16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with
C.O.B.
17. 'rhe Contractor shall utilize and or provide an existing irrigation mainline and wires from/to any
adjacent phase line or development limits to complete any current or future irrigation systems,
providing the system can properly meet the designed conditions. Should the Contractor be
required to utilize the existing future services, the existing irrigation system shall be updated with
all the necessary irrigation equipment pment as part of the current project, per the direction of the City's
Recreation and Parks Department's representative.
GENERAL LANDSCAPE NOTES
I Premium quality plant material is required for this project. No plant material will be
accepted for this project unless it meets or exceeds the upper end of the industries
standards for the sizes specified. All plant materials must be of excellent form, size,
health, and crown density. Any plants that do not meet this standard will be rejected by
the architect or the City representative.
2. Trees shall be staked as per the details and specification.
3. There shall be no substitutions. or deletions from any plant materials without written
approval from the landscape architect, the owner, and the City's representative.
4. The Developer shall conform to all City codes and requirements, including all
inspections pertaining to this installation.
5. All landscape details shall be in accordance with C.O.B. standard details and as directed
by the city engineer.
6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the
C.O.B. or landscape architect prior to construction or tree installation.
7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed
control as recommended by a certified pest control advisor and applied by a certified pest
advisor applicator. Contact the C.O.B. for verification of application.
8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete
mow strip at the back of the landscape area. Refer to C.O.B. standard detail.
9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark chips
supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds,
sawdust seeds, constructive materials and splinters. Any dyed products will not be
accepted. Contractor to provide C.O.B. samples for approval.
10. Quantities on the landscape legend may not be accurate; the developer shall be
responsible to install all plant material as per the designed plans or as directed by the
City's representative.
11. All trees under utility lines are subject to change per C.O.B.
12. All plant material shall be inspected by the C.O.B. prior to planting.
1, A
MAINTENANCO"E PERIOD "NOTES
I The contractor shall provide all labor, materials and equipment to perform work during
the post -installment maintenance period, as specified herein including but not limited to:
adequate watering of plant material and controlling weeds, rodents and other pests for a
minimum period of three hundred and sixty-five (365) days.
2. The contractor shall maintain the project on a continuous basis from the first day after
planting is completed, until final written acceptance by the City of Bakersfield Recreation
& Parks Department.
3. Cost incurred due to damage or replacement during the post -installation maintenance
period shall be the responsibility of the contractor.
4. All areas including, but not limited to turf, groundcover areas., concrete Nvalks and slabs
shall be kept clean and free of weeds, litter, and debris.
5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-
site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed
with a non-selective post -emergent herbicide as specified by a weed abatement company,
and left in place for (7) seven days. Areas sprayed shall remain unwatered for a
minimum of forty-eight (48) hours, Dead weeds shall be removed seven (7) days after
application and disposed of off-site.
6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent
infestations and proper preventative or control measures taken. Should the City, during
the maintenance period, discover that the terms for the maintenance period as stated
herein have not been strictly adhered to, then the days accruing toward completion. of said
maintenance period will be terminated. The maintenance period will be extended one (1)
day for each day the area Is out of its maintenance period. After the area has been
brought up to City standard, The City will require a re -inspection by a City of Bakersfield
Recreation and Parks representative. When the inspection is completed, and the area is in
satisfactory condition, then, and only then, will the City re -accept the area in writing.
7. The contractor shall properly and completely maintain all parts of the irrigation system.
8. The contractor shall provide for delivery of water in sufficient quantities and adjust water
application to compensate for seasonal conditions.
9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall
contact the City's representative to perform a final inspection of work. Any removed
plants not in satisfactory and healthy condition from the site shall be replaced with
material of like kind and size and in a manner specified for original planting. If the
replacement plants do not represent a similar foliage representation of the original planted
material,, the contractor shall replace plants with next available up-sized container. All
ground cover shall have a twelve (12") inch clearing from all structures including but not
limited to: sidewalk areas. 7.
., walls fences mow curbs- valve boxes tree bases,, shrubs etc.
10. Before the start of the maintenance period. The contractor shall prepare and submit on a
(new) set of blue line prints an "As Built", drawing. The drawings shall include all
deviations from the original bid documents made during construction that affect the main
fines,, controller locations,, remote control valves, quick -coupling valves, all sprinkler
heads and all plant material. The drawings shall also indicate and show approved
substitutions of size material and manufacturer's name and catalog numbers. Also, (2)
sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference
chart and schedule, keys to the controller, and two quick coupler valve keys with gate
valve hose bib attachment, shall be submitted to the City.
11. Before the start of the maintenance period, the Contractor shall submit all unedited
invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks
representative for their Maxicorn Dollar Fund.
1. The Contractor shall provide and keep up to date a complete "field record" set of blue line prints which
shall be corrected daily indicating every change from the original drawings and specifications including
exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets
and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used
only as a field record set.
2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the
work as actually installed. These drawings shall be available at all times for inspection and shall be kept in
a location designated by the Landscape Architect or the owner's representative.
3. The Contractor shall dimension from two permanent points of reference the location and changes of the
following items including but not limited to:
a. Connections to existing water lines
b. Connections to existing electrical power
c. Gate valves
d. Routing of pressure main line pipe
,e. Sprinkler control valves
f. Routing of control and common wire
g. Quick coupling valves
h. Irrigation sleeve locations
i. Plant material substitution or layout changes
4. Before the date of the final inspection, the Contractor shall deliver the corrected "field record" set to the
Landscape Architect who will use the information to create a clean set of "record drawings". All work shall
be subject to approval by the Landscape Architect or the owner's representative and is subject to
verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of
furnishing required information that may be omitted from the prints compiled at the site. The Landscape
Architect will use the information to produce:
a. A clean set of record drawings which will be submitted tothe City of Bakersfield as the official
"Record Drawings" for the project.
b. The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by
contractor's representative.
c. Controller charts shall be produced from the final approved "Record Drawings"
6. Controller Charts:
a. Provide one controller chart for each controller supplied and one electronic copy.
b. The chart shall show the area controlled by each automatic controller and shall be reduced in
size to an 11" X 17" of the approved "Record Drawings".
c. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of
coverage for each control valve station.
d. When completed and approved, the charts shall be sealed by a plastic laminating process and
spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each.
...............
........... . . . . .
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I
TYPICAL PLANTING & IRRIGATION LAYOUT
- ---------
1.5-7158 Ph 1
VNOS CA pF
RIOS
U -i
L4 IV &I dy, a t U r e
SERTEMBER 30,201
Vxp* t on to
I
ate I I
OF CKO�
D A T E
JUNE 15, 2017
SCALE
DRAWN BY
MER
CHECKED BY
JR
RIOS DESIGN STUDIO
LANDSCAPE ARCHITECTURE & DESIGN
3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
93309
P: 661.835.9259
F: 661.367. 5284
��ROJECT & CLIENT NAM
PHASE 1
AUSTIN CREEK
TRACT 7158
BAKERSFIELD, CA 933117JX
ROSEDALE LAND
& DEVELOPEMNT, LLC.
P.O. BOX 20247
BAKERSFIELD CA 93390
PHONE (661) 588-2200
S H E E T D E S C R I P T 1 0 N
COB PLANTING DETAILS
& NOTES
SHEET N U M B E R
L7oF 11
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
GENERAL CONDITIONS
DEFINITIONS
A.
WORDS
USED
rMASCULINE /
i
r
INCLUDE ANDNEUTER,
AND VICE
NUMBER
VERSA; SINGULAR
r
PLURAL, AND THE PLURAL
!
WORD
"PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP.
B. UNLESS OTHERWISE
,. SPECIFICALLY
, ! ! HEREIN, OR
REQUIRES
r , DIFFERENT
MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS
PHRASES OR
TECHNICAL.NING SHALL BE SO CONSTRUED.
WHENEVERC. IN THESE SPECIFICATIONS, OR IN ANY ii OR INSTRUMENTS WHERE
SPECIFICATIONS GOVERN, • i USED, THE INTENT AND MEANING THEREOF
SHALL BE AS FOLLOWS:
CONTRACT REPRESENTS THE ENTIRE
x w AGREEMENT BETWEEN CITY/OWNER
•
i !
CONTRACTOR.
s CONTRACT
AND THE FORM CONTRACT w
s
•
CONTRACT i•CUMENTS - THESE SPECIFICATIODRAWINGS, ADDENDA i PRIOR
EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE
CONTRACTOR.
CONTRACTOR ■
! ` r x • • OR
ENTITY WHOSE,! IS ACCEPTED ! TO WHOM THE CONTRACT
AWARDED.
LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO
PREPARED
DRAWINGS AND SPECIFICATIONS
FOR THE CITY/OWNER.
CITY/OWNER
PERSON r
ENTITY IDENTIFIED AS SUCH IN THE
• r
•
r r"WORK"• r"PROJECT" MEANS THE
CONSTRUCTION
• SERVICES REQUIRED
:
BY
THE CONTRACT
PROVIDING
MATERIALS,
EQUIPMENT,
1 1
♦ 1 i ♦r r
TRANSPORTATION,
■ r NECESSARY r
COMPLETE i'
INCIDENTALS 4
SATISFACTORY MANNER.
2. r ■ s
i • PROCEDURE • i
•
r w BE
RELIEVED OBLIGATIONS PERFORM
■r WORK IN
!
♦ 1
WITH THE CONTRACT
♦ !• i� ♦
OR
DUTIES ! • w LANDSCAPE
ARCHITECT,
OR BY INSPECTIONS
APPROVALS
♦
•
r THAN THE
CONTRACTOR. •
3. NON -ASSIGNABILITY
NEITHER
r
CONTRACT THE w r r
1 / AWARDED,
1 ♦
! ! •' ! • x BECOME DUE TO
THE r ■ UNDER CONTRACT, BE
BY
SUCH CONTRACTOR
1
CONSENTWRITTEN OF
• r
SERVICE4. NOTICE
THE DELIVERY OR INSTRUCTION,
MAILING • ANY NOTICE,
CLAIM
PROTEST,
, CONSTITUTE
j ' i
COMMUNICATIONS, • •THE CONTRACTOR
•
SERVICE
THEREOF ■••••
w,■ r w r i
5.
SUBCONTRACTS
A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR
WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE
CONSTRUCTION OF •'
B. • 'x •' MUST HAVE' OF • • SUBSTITUTE /SUBCON-
TRACTOR
s BONDS AND INSURANCE
CITY/OWNERA. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE
BONDS ! APPLICABLE PUBLICi !!
•
SATISFACTORY TO THE CITY/OWNER , • , i FOR THE PURPOSES ■ i IN THE
CONTRACT. BONDS SHALL BE
BY
1 RESPONSIBLE
Iir; sri w1TE SURETY, AUTHORIZED
TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN
AUTHORIZED
CONTRACTOR
SHALL PAY ALL iOND PREMIUMS,
B. CHANGES !' OR EXTENSIONS OF x' ! PURSUANT • THE CONTRACT,x •
WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS.
7. SPECIFICATIONS
♦ ♦ '`
DRAWINGS i
THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS.
IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/ORDRAWINGS,DISCREPANCY
BE IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE
r ; r
CONTRACTOR WITHOUT • ! CLARIFICATION r•
• r BE AT THE
A. CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET
THE !
APPROVAL •
B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE
A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT
■ ■ i
NECESSARY ♦ 1 l
• • • •;PROJECT.• i
SHOWNNOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH
OR MENTIONED IN BOTH.
8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES
A. SHOP DRAWINGS, ••! DATA, SAMPLES,AND SIMILAR SUBMITTALS ARE NOTCONTRACT
DOCUMENTS.• OF • i • • • OF •
• • i • r PROPOSES TO CONFORM
, s ■r DRAWINGS. •INFORMATION! ! • i
CONTRACTB. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE
DOCUMENTS WITH REASONABLE• ! IN SUCH SEQUENCEOR # CAUSE NO
DELAY •'
C. THE r r
LANDSCAPE-
ARCHITECT'S REVIEW 1
• r • ! ■ ■
• OF
CHECKING FOR
CONFORMANCE EXPRESSED
INFORMATION GIVEN AND THE DESIGN CONCEPT
THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE
OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND
QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF
:r �. � :, r! it r
EQUIPMENT• • • •CONTRACTOR.
! LANDSCAPE
!, w, ARCHITECT'SREVIEW SHALL NOT CONSTITUTE APPROVAL
■■r• , • SAFETY PRECAUTIONS
■r1•
OR7 OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.
• SUBSURFACE DATA
WHERE, • OF • ! •NS HAVE BEEN MADE! ,CE CONDITIO
IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE
MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA,
WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE
LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED.
10. CHANGE !"i •
A.
CITY/OWNER ♦ AT ANY
PRIOR ACCEPTANCE
A , I WORK, BY
WRITTEN ORDER
TO
CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY
OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE
DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY
OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF.
B. O CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN
CHANGE ORDER SIGNED BY THE CiTY1OWER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON
ALL OF THE FOLLOWING:
- CHANGE IN THE WORK.
AMOUNT O '
- NT F THE ADJUSTMENT IN THE CONTRACT CT S
AND
,
EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IFA Y.
11.CQ O TR L OF MATERIALS
A. MATERIALS, PARTS .
AND ! ;r r !
OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON DRAWINGS.
BE
MANUFACTURED, is w
HANDLED, ! ! ,!
B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY/OWNER
THE SAME • NOT COMPLY
BE i
IMMEDIATELYAND
OF ! •
C. MANUFACTURERS ,Rr j GUARANTIES,
r j !! AND
PARTS
fi r ARE
s j ARTICLES
• MATERIALS
wj �' i R , WORK, 1, r' rDELIVERED
l •
TOHE CITY/OWNER PRIOR TO ACCEPTANCE !WORK.
12. SAMPLES
1 /:
!' TESTS
THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER
! !
WITHOUTLABOR
RESPONSIBILITY
r r
BE OF CONTRACTOR.
! r
13.
s
SUBSTITUTION !s EQUIVALENTS
A. FOR
- IN THE CERTAIN ARTICLES
DESIGNATION CONVENIENCE IN DRAWINGS
SPECIFICATIONS,
BE
INCORPORATED
!
BE
i w TRADE
OR
OR
MATERIALS i ■ !
1
♦ ♦
r !'
NAME OF
! CATALOGUETO APPROVAL BY THE CITY/OWNER
OR
LANDSCAPE BE r
r
B.
BURDEN
PROOF ♦ ■
/ ♦ ♦
i SUITABILITY w
• ALTERNATIVES
ON THE
•
r
•
14. CERTIFICATES OF COMPLIANCE
WHEN REQUESTED, TED COTRACTOR SHALL FURNISH THE 1TY/Q
NER WITH A CERTIFICATEATE OF
COMPLIANCE WHICH INDICATES THAT:
a PLANTS INSTALLED AS SPECIFIED.
S WERE S
(b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED.
(c) AN IRRIGATION AUDIT HAS BEEN PERFORMED.
d OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED
DEFICIENCIES.
THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE:
IRRIGATION
r,• SCHEDULE.
(b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE.
IRRIGATION(c) LANDSCAPE
(d) IRRIGATION AUDIT REPORT.
15. SUFFICIENCY OF
PROSECUTIONSHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE OR • • OF
UNFORESEENPROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY/OWNER, OR AS A RESULT OF STRIKES,
FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER
CAUSESx OPINION OF ARE BEYOND CONTROL OF THE
PROJECT.CONTRACTOR, THEN THE CITY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF
THE
6 STOPPAGE OF •' AND ANNULMENT OF • ' x
A.
CONSTRUCTION
ABANDONED
CITY/OWNERBE OF OPINION THAT THE PERFORMANCEOF
! r •• r
OR
r
1
• • OF
CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY/OWNER
CONTRACTOR NOT
TO S THE CASE MAY BE,
! !
RESUME r
TO DISCONTINUE, ♦
■ OR ANY w ! •
CONTEMPLATED
CONTRACT l WRITTEN NOTICE SERVED •CONTRACTOR.
CITY/OWNER
OF !
LABOR
PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF •
DUE OR
BECOME CONTRACTOR,
TO / AGAINST
TO THE EXTENT OF
LIABILITY.
B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY/OWNER MAY PAY THE
CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONSOF
THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD
TEMPORARYNEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT.
17. • OF •
OTHERTHE CITY/OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR
IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR
TO SUCH AS 1
BE
CONSIDERED UNFAVORABLE
`r ,r, r THE SUITABLE ■
r
• •
OF THE WORK. RESUMED
♦
- l
CONDITIONSFAVORABLE
METHODS
1'
E BEEN !
WRITING
BY
■
♦
♦
CORRECTED, DIRECTED ! APPROVED
18. LAWS TO : •: '
THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL
ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE
WORK, OR THE MATERIALS ! IN THE WORK,OR
WORK,
AND OF # 11
ORDERS
DECREES
BODIES
OR
TRIBUNALS
wx, ' HAVING ANY
JURISDICTION
OR
AUTHORITY
•r ! r THE SAME.
19. LABOR CONDITIONS
CONTRACTOR COMPLY
APPLICABLE FEDERAL AND
STATE LABOR •!
iPLOYMENT
20. INDEMNIFICATION
A♦
A. CONTRACTORSHALL INDEMNIFY !' HOLD
• THE FULLEST EXTENT PERMITTED
t. os ,
f
HARMLESSCITY/OWNER LANDSCAPE LANDSCAPE CONSULTANTS, !
F Co
• 1 1 .
AGENTSAND EMPLOYEES• • FROMCLAIMS, DAMAGES,LOSSESuj
;
ARISING •
INCLUDING.
EXPENSES,/
SE,R
30.2016
r PROVIDED 4 l
PERFORMANCE THAT SUCHCLAIM, OR EXPENSE IS
4c •
i OR • INJURY TO OR DESTRUCTION
ATTRIBUTABLE BODILY INJURY, DISEASE 1
Date V
OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING
THEREFROM, BUT ONLY ! IN WHOLE OR IN PART BY NEGLIGENT ACTS OR
s s :■,
OMISSIONS ! CONTRACTOR, x ■ • x ! • DIRECTLYOR iIRECTLY EMPLOYED
.
DLESS OF WHETHER
BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BELIABLE, • i NOT
'r PARTY
OR i
CLAIM, DAMAGE, EXPENSE HEREUNDER.
SUCH BY
D ATE JUNE 15, 2017
,. r x r r r r
! •r •r
SUCH CONSTRUED TO NEGATE, ABRIDGE,REDUCE
r r r
, j! s PERSON
s OTHERWISE x PARTY i !
! r • ! ! • r
NIA
IN THIS SECTION.
CLAIMS AGAINST SECTION BY ! OF
D ' A W N B Y
MER
THE CONTRACTOR,♦ SUBCONTRACTOR, EMPLOYED BY THEM OR
CHECKED BY JR
ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDERTHIS
SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION
OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR s: WORKER'S
COMPENSATION ACTS, DISABILITY BENEFIT
C. THE OBLIGATIONS OF THE C• •/ • • THIS SECTION/ • ! TO THE LIABILITY•
THE LANDSCAPE ! r • AND AGENTS AND
EMPLOYEES
ARISING PREPARATION i ■
! r! • MAPS, 1
OR
ORDERS,
OR
■ 1
REPORTS,
SURVEYS,
DRAWINGS,
' ■
BY
OR
THE GIVING OF THE FAILURE TODIRECTIONS OR w • iTHE LANDSCAPE
/
r
ARCHITECT,
LANDSCAPE l w' /
AND AGENTS
AND EMPLOYEES OF ANY OF
THEM PROVIDED OR
FAILURE
R -
TOGIVE IS THE PRIMARY
rjR CAUSE
OF INJURY
•
♦ 1
21.
SAFETY PERSONS
r
AND PROPERTY
•
SAFETYA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL
w
PRECAUTIONS ♦ PROGRAMS
tw PERFORMANCE • CONTRACT.
r
B.
CONTRACTOR SHALL r ■ 1
♦ - 1
REASONABLE
#
! i
■ I•
• r PROTECTION PREVENT
r 1 ♦ :
INJURY
OR
LOSS TO: EMPLOYEES ON •
LL PROVIDE
r,
REASONABLE
AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT
TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY
OR • •• OF • - 1 •- OR THE CONTRACTOR'S• AND OTHER
PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS,
PAVEMENTS,
♦ r ,1 STRUCTURES
w , DESIGNATED R REMOVAL,
, w /
OR REPLACEMENT COURSE
C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES
BEARING
PERSONS OR
PROPERTY
w ■ R r THEIR PROTECTION
t w# DAMAGE, INJURY OR
LOSS.
INCONVENIENCED. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTIOl'
AND PUBLIC.
CONTRACTOR SHALL HAVE UNDER
CONSTRUCTION
NO
GREATEWAMOUNT OF
WORK THAN
CAN BE
PERFORMED
#■ iRi r ■ j
i TO THE RIGHTS
OF
22. PROJECT
• MAINTENANCE
A. PHASES
OF
WORK,
CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH
AND
■ ! •
B. i DOPERATIONS
INCLUDED •
VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR.
23. - POLLUTION
CONTRACTORREGULATIONS, ORDINANCES
QUANTITYAND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL
NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH
VIOLATEl OF
CONSTITUTED
NOISE24. • •
i,
REGULATIONS CONTRACTOR COMPLY1 AND
• •
/ 1 LOCAL
PERFORMED
WORK i r ■ r
ORDINANCES
APPLY l
PURSUANT
TO THE
CONTRACT,! SHALL
MAKE
/ EVERY r r
EFFORT TO
CONTROL j UNDUE NOISE RESULTING
•
•
OPERATION.
25. PESTICI DES
!
DEPARTMENTCONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND
AGRICULTURE, THE DEPARTMENT OF HEALTH, THE
RELATIONS
"! ALL
GOVERNOTHER AGENCIES WHICH OF
PERFORMANCE OF THE WORK.
26.
!'CONTROL
THE CONTRACTOR
ABATE � SWEEPING 1 ■ r
SHALL
WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS
FROM ANY
■ !
CLAIM / ASUSTAINED
ON i
27. UTILITIES
WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL
ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT
MATERIAL, CLEAR OPENING OR SLEEVE, OR BY SUITABLE EMBEDMENT
IN OR BONDING • r
PATENTS28. ♦
ROYALTIES
i /
THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED
ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL
INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS
FROM
ANY LEGAL ACTIONS 1 1 B BROUGHT #
FROM
• INFRINGEMENT OF
PATENTS.
29. PAYMENTS
A. THE CONTRACT SUM IS STATED IN THE
CONTRACT
AND, INCLUDING
AUTHORIZED
ADJUSTMENTS,
TOTAL AMOUNT PAYABLE r r
BY
CITY/OWNER CONTRACTOR TO THE i
• OF THE
WORK UNDER THE CONTRACT DOCUMENTS.
B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE CITY/OWNER
A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM
AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS
SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR REVIEWING
THE CONTRACTOR'S APPLICATIONS FOR PAYMENT.
1.5-7158 Ph 1
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3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
f3309
661.835.9259
F: 661.367. 5284
PROJECT
• CLIENT NAME
PHASE
AUSTIN CREEK
7158 1
BAKERSFIELD, CA 93314
a 061 a 10 1
DEVELOPEMNT,
i
O
t
AKERSFIELD CA 93390
!HONE (661) 588-2200
R
r
•
L
SHEET N U M B E R
L 8 of 11
PROJECT N U M B E R
16-316
RiOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT .PUBLISHED. ALL RIGHTS RESERVED.
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U R PVG PIPE, WHERE INDIGATED ON THE DRAWINGS, SHALL BE ULTRA VIOLET RESIST -ANT, SGHEDULE 40
i PIPE.
FITTINGS BE 7 N
1. BACKFLOW PREVENTION
IRRIGATIONBACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE
ii APPROVEDEQUAL.• • • •
•
PREVENTION! ! IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE
MANUFACTURER'S RECOMMENDATION. • rA •
VALVEJ. BOXES
1 . GATE VALVES AND REMOTE
CONTROL VALVES, SHALL • r
E INSTALLED
r • . r BOXES
1 1 1 1 / A
r • ! ! ! ! • i •
MANUFACTURED BY BROOKS, FRASER, AMETEK, OR APPROVED EQUAL.
2. 1 1
VALVE SHALL VALVES SHALL STAMPING
VALVETHE BOX COVER. REMOTE CONTROL VALVES SHALL BE
BY
STAMPING r AND
STATION NUMBER ON THE VALVE BOX COVER.
3. VALVE BOXES
BE
ABOVE GRADE,
TO PROVIDE APPROPRIATE CLEARANCE
BETWEEN COVER
AND VALVE.
K. GATE VALVES
1 GATE VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED
EQUAL. CONTRACTOR SHALL INSTALLGATE VALVES AS INDICATED IN THE DETAILS
OPERATINGIN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.
2. THE
BELINE-SIZED ! ARROW INDICATING
DIRECTION OF OPENING. VALVE SHALL CONFORM TO AMERICAN WATER WORKS STANDARDS.
3. GATE VALVES SHALL BE
PERMIT REPLACE
REMOVAL • VALVE BODY • • ■
4. GATE ♦ ! WITH OPERATING
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i •
12. ALL SHALL HAVE 1 HORIZONTAL / • ♦ OF
SHALLFROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES
•T BE INSTALLED DIRECTLY OVER ONE ANOTHER.
13. ■ ■ AREAS,
PROVIDE THE FOLLOWING MINIMUM
COVERAGE
(WHERE LINES
•
COVERAGE
DEPTHSSHALL • r SUB
.
♦
PRESSURE MAINLINE
s
NON-PRESSURE
,i,rw LATERAL
CONTROL
R. ADJUSTING AND TESTING THE SYSTEM
PRESSURE
r . / A CONDUCT PIPELINE 1 : ♦
MATERIALS
r
COVERAGE
BE
PRESENCE SHALL
♦ ! OPERATIONAL ALL
'.
r MADE i
OF
CITY/OWNER w
. 1
i ■'• PLANTING OPERATIONS.
•
BACKFILLED UNTIL THE PIPELINE
w
PRESSUREBEEN •
•SATISFACTION OF •
2. AFTER COMPLETION. ■ •
r PRIOR
INSTALLATION •
1` FITTINGS, INCLUDING
BUT
NOT REMOTE
CONTROL
VALVES AND
ENTIRE
SHALL
BE ■
DIRT,THOROUGHLY FLUSHED TO REMOVE OTHER
DELETERIOUS
3. WITH •
■ ENDS CAPPED,PRIOR TO INSTALLINGVALVES,
•
HOURS1 •LOAD i Pr ■l A
•• BACKFILL •
PREVENT
ARCHING
AND WHIPPING UNDER PRESSURE.
4. CONTRACTOR BE RESPONSIBLEi"
CORRECTING
PORTIONS OF
HOURS
ADVANCE r
•
! • •' •INSPECTIONS;
LAYOUT- SYSTEM
PRESSURE
s. . ri
ELINE TESTS
COVERAGE
r
OPERATIONAL
; • A A I (PRIOR PLANTING /
•■ •
5. COVERAGE
DEMONSTRATE
STATION
♦ 1! •
COVERAGE.
! •
r •COMPONENTS
6. ■ w • • /
w ♦
PROPERLY
THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE
ADJUSTED
SYSTEM SHALL r
!
WORKABLE,
AND
7. CONTRACTOR
WORK
SHALL
BE
RESPONSIBLE
FOR
CORRECTING
r i• i 1 ARE
•
w•■INSTALLATION r
iw
1
BEEN
ACCEPTED rY THE CITY/OWNER
•w
S. BACKFILLING
BACKFILL
MATERIAL SHALL B FREE
FROM
LARGE
S AND
OTHEROBJECTIONABLE
r1r
2. MATERIALS, EXCEEDING THREE INCHES (31l) IN DIAMETER.
■
TRENCHES LOCATED UNDER
AREAS PAVING
r ♦
r
• CONCRETE r'
INSTALLED
BACKFILLED OF SAND BELOW THE PIPE
LAYER
WITH A SIX INCH (611) ANDABOVE
r
r
■ :
AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF
EARTHWORK SECTION.
T. MATERIALS • rr FURNISHED
CONTRACTOR SHALL FURNISH CITY/OWNER FOLLOWING
• 1r♦ AT END•
CONSTRUCTION, PRIOR • THE POST -INSTALLATION ♦ ♦PERIOD:
TWO (2) SETS OF SPECIAL
REQUIRED
. i REMOVING, �
r' • 1 I r ADJUSTING EACH
TYPE OF SPRINKLER A ♦ SUPPLIED ON THE PROJECT.
VALVES.TWO (2) FIVE FOOT (51) VALVE KEYS FOR
A ♦ :
• i •
• FOR EACH CONTROLLER.
ONE QUICK COUPLER
! MATCHING HOSE
FOR EACH
QUICK COUPLER
INSTALLED.
ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS.
• EACH APPROVED
■■ •!CONTROLLER CHARTS.
U. AS -BUILT D RECORDr•.
•
CONTRACTOR
♦•SHALL
MAINTAIN AND KEEP UP TO DATE
OF r
r ,
"AS -BUILT"
r A �'
s INDICATING CHANGES
MAJOR
♦
LOCATION •
OF r • !
OCCUR DURING A i
2. PRIOR • ACCEPTANCE • •
SET OF REPRODUCIBLE TR
■Rr.• r RECORD
•w AS -BUILT A ♦ OF 1
QUALITY SATISFACTORY TO THE CITY/OWNER. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN)
AND ERADICATE •r 1r
3. DIMENSION FROM
PERMANENT POINTS REFERENCE r SIDEWALKS,
PAVEMENT)
A LOCATION
A• • FOLLOWING
•
r
♦
• • • • • w
POINT
ELECTRICAL
POWER.
IRRIGATION
r •
♦VALVES.
ROUTING OF IRRIGATION PRESSURE
.
MAXIMUM
# ALONG w •
REMOTE CONTROL
w • VALVES.
ROUTING OF CONTROL VALVES.
QUICK COUPLING VALVES.
OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY/OWNER.
t
CONTRACTOR
AS-BUILT/RECORD
DRAWINGS
CITY/OWNER
FOR REVIEW PRIOR TO
COMPLETING CONTROLLER CHARTS.
V. CONTROLLER
CONTRACTOR
SHALL PROVIDE TWO (2)
CONTROLLER
. / r
. EACH CONTROLLER
SUPPLIED.
CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH
THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT
WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN
COMPLETED AND
APPROVED, THE CONTROLLER! BETWEEN
PIECES
TRANSPARENT ■ A EACH
BEING 1 MINIMUM
OF
W. OPERATION A ! MAINTENANCE A1
PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF
AND MAINTENANCE
WORK.MANUAL TO THE CITY/OWNER AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE
DESCRIPTIVE MATERIAL OF i
INSTALLED AND SHALL
BE
IN SUFFICIENT ♦
PERSONNEL
OPERATEr MAINTAIN
l ♦
DETAIL
MAINTENANCE
• UNDERSTAND,
EQUIPMENT.LL
EACH
BOUND MANUAL SHALL
INCLUDE•
INDEX
STATING
CONTRACTOR'S ADDRESS r TELEPHONE
NUMBER,
OF •
ADDRESSESNAMES AND OF •
CATALOG AND PARTS ALL MATERIAL 1 EQUIPMENT INSTALLED.
GUARANTEE STATEMENT.
COMPLETE •-A AND MAINTENANCE INSTRUCTIONS.
1.5-7158 Ph 1
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3805 ORA VISTA AVENUE
BAKERSFIELD, CALIFORNIA
93309
661.835.9259
•
661.367. •
AUSTIN CREEK
TRACT 7158
BAKERSFIELD,
CA
93314
ROSEDALE t
DEVELOPEMNT..
•
P.O. BOX 20247
BA 'ERSFIELD CA 93390
PHONE
(661) 588-2ii
SHEET N U M B E R
L &**#A
of 11
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
® NOT PUBLISHED. ALL RIGHTS RESERVED.
NkA D S CA
RIOS
rl-Signature
SEPTEMBER 30 2016
x I r 7
Date
OF C Nt
DATE
JUNE 15, 2017
SCALE
N/A
DRAWN BY
MER
CHECKED BY
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BAKERSFIELD, CALIFORNIA
f3309
PROJECT & CLIENT NAME
PHASE I
& DEVELOPEMNT, LLC.
."1.0. BOX 20247
BAKERSFIELD CA 93390
viflONE (661) 588-2200
S H E E T D E S C R I P T 1 0 N
1.5-7158 Ph 1
SHEET NUMBER
Ll 0 OF > >
PROJECT N U M B E R
16-316
RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT
GENERATED BY OTHERS FROM ELECTRONIC MEDIA.
C NOT PUBLISHED. ALL RIGHTS RESERVED.
A. GENERAL
1. CONTRACTOR PROVIDE LABOR,
MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN.
2. CONTRACTOR
r OTHERWISE
! • •! !
lIMPROVEMENTS.
SPECIFIED,
STRUCTURAL I
R,SHALL INSTALLED
PRIOR
rte PLANTING • 1 ■ r
3. CONTRACTOR ♦ . ■ •■ •
r
LOCATING
♦ STAKING EXISTING AND UTILITY
SEWER,
WATER
,LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS.
CONTRACTOR
!
RESPONSIBILITY
REPLACEMENT ! AFOREMENTIONED
4. ALL
WORK ON ♦iiHYDROSTATIC,
COVERAGE,
AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING
OPERATIONS.
5. SAMPLES
FERTILIZERS,
r' CONDITIONERS,
r l r r ,
•r, OTHER it r !' TO
CITY/OWNER'TY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK.
SPECIFICATIONS.AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER
THESE
B. PLANT /•j QUALITY
PLANTMATERIALlwi ACCORDANCE!
a
1
DEPARTMENT
•AGRICULTURE'S
REGULATIONS r r
/
• • ■ •
AND ♦ ALL PLANTS
BE OF • 1 GRADE
INFESTATIONS,AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT
PLANT w r'
! ♦ ♦ i BARK
w ♦ ♦ OR
OTHER OBJECTIONABLE 1r
BRANCH
DISFIGUREMENTS.
ALL PLANTS
1 SHALL HAVE 1
w r
NORMAL, WELL-DEVELOPED
AND FIBROUS
r•
ROOT
ROOT
BOUND
OUS
.
l OR
GIRDLING
r ROOTS.
2. NURSERY
r r r
WELL-SHAPEDGROWN
UNDER SHALL r QUALITY,
1
GROWTH STOCK SELECTED r
CLIMATIC• ! SIMILAR
r PROJECT LOCALE. MINIMUM
wr
PLANTS
AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES
AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK.
WHERE3.
♦ ■
1 ■ . BE THE DIAMETER OF THE TRUNK ONE FOOT (11)
ABOVE
SURFACE. ,
4. OVERSIZE PLANTS MAYBE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP
TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED;
LARGER
PROVIDED
r r
# !
1r 1 ♦ AVERAGE GRADE.
5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE.
s TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN
GUIDEARE A ONLY;CONTRACTOR BY
CITY/OWNER7. THE • REFUSE OR
UNSUITABLE
LIMITEDUNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S
EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS
8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL
BE TO
NECESSARY REMOVE w j • r 1 ♦ !
!' r DEAD • • !'
SUCKERS.
9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL
BE APPROVED
! ADVANCE
I! j ; CITY/OWNER. r
C. FERTILIZERS
FERTILIZERS
.
w
SHALL APPLICABLE
COMPLY
REQUIREMENTS # • ! AND
SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF
MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN
TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED,
CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH CERTIFICATE OF COMPLIANCE STATING THAT THE
MATERIAL S; / / ♦ •
2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL
ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED
CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE
3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER
WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS LIVE EARTH FIRST GREEN 531 BY LIVE
EARTH PRODUCTS. CONTACT TODD BURNS AT (661) 978-7307.
D. AMENDMENTS
1 . NITROGEN STABILIZED ORGANIC AMENDMENT SHALL BE A GROUND OR PROCESSED WOOD PRODUCT
DERIVED FROM WOOD OF REDWOOD, FIR OR CEDAR, TREATED WITH A NON-TOXIC AGENT TO ABSORB
WATER QUICKLY. NITROGEN CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.5% FOR REDWOOD AND 0.7%
FORFIRANDCEDAR. IRON CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.1%. PINE SAWDUST IS NOT
ACCEPTABLE.
TOPSOIL2. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A DELIVERY RECEIPT AND
CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS.
E.
1 . TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN
AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA. IT SHALL BE REASONABLY FREE FROM WEEDS,
REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (111) IN DIAMETER, STICKS, BRUSH,
LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED
BY
CITY/OWNER. r
2. WHEN REQUIRED, IMPORTED TOPSOIL SHALL BE SUBJECT TO INSPECTION AND TESTING AT THE SOURCE OF
SUPPLY
■ ■# TO
DELIVERY
. # PROJECT. r#
F. MATERIAL DELIVERY AND INSPECTION
1 . PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED
ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN OR
♦NY OTHER INJURY.
2. INSPECTION OF PLANT MATERIALS REQUIRED BY CITY/OWNER, COUNTY, STATE OR FEDERAL AUTHORITIES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH
COPIES # PERMITS # CERTIFICATES #' #
G. SOIL PREPARATION (SHRUB AND GROUND COVER AREAS)
1. FERTILIZING AIN THE NDCONDITIONING MATERIALS SHALL BE AS !
SUITABILITY REPORT.
2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR !
NUTRIENTEQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL.
HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR
PASSIVE ORGANIC OMRI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLINI.
REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. I
LIVE EARTH w s
r r # r
i r
•
/ j APPLY
.
PER
1 1
NO REQUIRED,
•, r ! ! r ir • TOP
3-6 INCHES.
COMPOST 1r,, r, r OR
j GREEN WASTE PRODUCT. APPLY• ■ r ACRE.
r PRODUCT
SHOULD
BE
APPLIED
ABOVE PRODUCTS.
Mill 1!'11111 illil ill iiii iiilil� &I
r ♦ ;i ♦ r r js ! , ! ,; !,r r j
H. D ABATEMENTOPERATIONS
IRRIGATION
rr AND FINISH GRADE
/ SHALL BE
COMPLETED PRIOR
R■ ABATEMENT ,
OPERATIONS.
2. CONTRACTOR
j•r SHALL OPERATE
s i , KEEP PLANTING AREAS
w , •r MOIST r
♦ PERIOD ` ♦ 1, THREE
THREE CONSECUTIVE CALENDAR !` !
PERIOD, HERBICIDE.
r CONTRACTOR
r SPRAY VISIBLE
1
WEEDS ! rw ! ■ r
•
METHBY
AFTER SPRAYING,
s r AREAS BE
RECOMMENDED
MANUFACTURER.
♦
♦ ♦SHALL
• ■ ♦ • w
! !
r
REMAIN • ' • •' I. • ' • ! •
WATER3. DAYS
CALENDAR
r FIRST ■ r
APPLICATION,!
♦ CONTACT
HERBICIDE
r
NECESSARY.
w ♦ wSPRAYING,
r
r a WATER SHALL !r
♦
r ■
!
FOR FORTY-EIGHT R r PERIOD. ■■'
ICATIONS SHALL CONTINUE AT SEVEN (7) DAY
AN ADDITIONAL
INTERVALS AS
BY DETERMINED !
I CONTRACTOR j, APPLY SPRAY
r ;� -A AIR
CURRENTS
w , r PREVENTING
r DRIFTING
ONTO ADJOINING
rE TO r NOT
SONS r r
■ r r ■
THEY
PROPERTY
♦ 1
ARE
OR
NEAR
r PROJECT.
5. WEEDS AND DEBRIS SHALLDISPOSED ! •
BACKFILL1. 1 . BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE-MIXEDAND APPROVED BY THE CITY/OWNER PRIOR TO INCORPORATION IN PLANTING PITS.
2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE THE FOLLOWING AMENDMENTS OR APPROVED
EQUAL, SHALL BE INCORPORATED:
LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH
NATIVE BACKFILL
J. INSTALLATION
1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/OWNER BEFORE EXCAVATING PITS.
EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH
GYPSUM BEFORE BACKFILLING.
2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED.
3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL
BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT.
K. TREE STAKING
TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS.
L. GUARANTEE
1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF
ACCEPTANCE OF THE WORK.
2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE
AME SPECIES VARIETY, & SIZE AS ORIGINALLY
PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING.
3 COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLAT MATERIAL SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
END OF SECTIO
A. GENERAL
CONTRACTOR SHALL PROVIDE
ALL LABOR,
TO
PERFORM WORK Dr
• LIMITED •
POST-INSTALLATIONINCLUDING
WEEDS,ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING
!! ♦ ! OTHER
2. CONTRACTOR SHALL MAINTAIN THE P• ON •
PLANTING COMPLETED, r
♦
OF
3. COSTS INCURRED DUE TO OR
r
DAMAGE jDURING r:
/ ■
•' l
STIPULATEDSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
4. UNLESS r • MAINTENANCE
PERIOD BY
s
POST -INSTALLATION
r' REQUIRED,
r
SHALL CONSIST OF A MINIMUM OF ONE YEAR OR (365) CONSECUTIVE CALENDAR DAYS.
5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY/OWNER IF THE PROJECT IS
OTHER
w
IMPROPERLY
,r ■ !
r . ■
MAINTAINED, 1
I /
CORRECTIVE •
!
BECOMES
• , r
B.
EXECUTION
1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE
KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS.
2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF
! DEBRIS
AVOIDTO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR
WATER TO ■ ! OF ! ! ■
3. BE
REMOVED DISPOSED
, •
BEFORE
r,
LL BE
i ND LEFT IN ■
CALENDAR
SPRAYED
SEVEN (7) 1 DAYS.
■ /
♦ / 1
••
!♦
• ; 4 •
!
s r
� ♦ 1
AREAS SPRAYED
l SHALL UNWATERED
DEADWEEDS
SHALL BE REMOVED SEVEN (7) !
CALENDAR
DAYS AFTER ■ r
DISPOSEDLICATION AND
4. IF THE i,L WEEDS AS s
ECIFIED i
CITY/OWNERTHE
CONTRACTOR
w CALENDAR DAYS
OF • #
POST -INSTALLATION
PERIOD
.
E EXTENDED FOR
EVERY
r
;- 1 ♦
r a
/ 1
i •;
THE TEN (10)
r
CALENDARj
WEEDS■
/KILLED.
CONTRACTOR5. APPROPRIATE
RODENTS.
C. IRRIGATION
r1•
1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND
COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM.
2. CONTRACTOR SHALL PROVIDE
i• ! !r DELIVERY
r • WATER
r QUANTITIES AND
ADJUST WATER ■
APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS.
3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
i R .w,1 rxrIDENTICAL
j w
j
AND 1
INDICATED ON
THE DRAWINGS j, ! SPECIFIED HEREIN.
D. SHRUB/GROUNDCOVER AREAS
IF AN AGRICULTURAL SUITABILITY SOILS REPORT NOT AVAILABLE, GROUND COVER AREAS SHALL BE
FERTILIZED ' 8-2-4 PRODUCT APPROVED 1 ' •' 1 CALENDAR
DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER.
E. TREES
1 . IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT
SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING
OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE
TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE.
2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR
GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS
SHALL BE
3. AT THE REQUEST
AND
ONE-HALF
1
■■ SEALED AN APPROVED - SEAL.
4. DEAD OR DYING TREES SHALL
1 1, x
BE ! !
r
T THE CONTRACTOR'S EXPENSE WITH
MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS.
TRIMMERS
r TREE
5. CONTRACTOR
INCURRED r r ■TREES i ,,
•
1" / x
DUE •IMPROPER
SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
•
UPON COMPLETION POST -INSTALLATION ♦i
■
r ;,
CONTRACTOR SHAL'
AN FOR ■
INSPECTIONACCEPTANCECONTRACT
• •
1 1 '°
DOCUMENTS.REQUEST SHALL
BE
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