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SYM DESCRIPTION MANUF. MODEL PSI GPM RAD. NOTES IRRIGATION SPECIFICATIONS w � W
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• 1 GAL SHRUB DRIP EMffTER RAINBIRD - 15 1.0 GPH -- SEE DEfNL A SHEEf 4 ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND SPECIFICATIONS AND BE OF THE HIGHEST QUALITY TYPICAL OF w � W j o
• 5 GAL SHRUB DRIP E�If1TER RAINBIRD 15 2.0 GPH -- SEE DETAII A SHEEf 4 THE TRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND PAY FOR SAME. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FlNAL �
TiNO PER SHRUB ACCEPTANCE BY THE OWNER. Q w � 0 N
� TREE BUBBLER RAINBIRD �-� - - 30 .50 -- SEE DEfAIL B SHEEf 4 THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBUC LIABILIIY AND PROPERTY DAMAGE INSURANCE AS Z � v
REQUIRED BY THE STATE, CITY OR OWNER. DESIGN INTENT IS TO PROVIDE COMPLEfE IRRIGATION COVERAGE TO ALL PLANTED AREAS, AS FlELD CHANGE MAY OCCUR, 5 Q 3
�T� WATER MEfER IXISTING 1-1/2" BY CVWD pS E ARCH CTS INC. D D 6 0 . CONTRACTOR IS REQUIRED TO PROVIDE 100� COVERAGE TO ALL AREAS. CONTRACTOR SHAIl NOT KNOWINGLY INSTALL A J w � � a
►+m'� ELECTRIC COMROLLER D(ISTING RAINBI D- S - 4 T SCOPE OF WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONSIST OF CONSTRUCTION OF IRRIGATION SYSTEMS TO INCLUDE THE IRRIGATION SYSTEM WITH IMPROPER COVERAGE, FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN THE • Q � _
� S FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS AND FITTINGS AND CONTRACTOR REPAIRING/REPLACING SAID SYSTEM AT HIS OR HER EXPENSE. Q U � Z =
9 REMOTE CONTROL VALVE RAINBIRD PESB-PRS-D (SIZE PER PLAN) SEE DEfAIL C SHEEf 4 THE FURNISHING AND INSTALLATION OF DRIP EMITTERS AND BUBBLERS, ELECTRIC AND MANUAL CONTROL VALVES� EXCAVATION `'
AND BACKFILL AND ALL OTHER LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLEfE IRRIGATION SYSTEM AS � W 0 � �
� REMOTE COMROL DRIP VALVE R�41N81RD XCZ-075-PRF-BF SEE DEfNL D SHEEf 4 CONTRACTOR TO COORDINATE W/ OWNER AND MAINTENANCE PERSONNEL TO UPDATE CONTR011ER STATION CHART TO SHOW
REASONABLY IMPLIED BY THESE DRAWINGS, SPECIFICATIONS AND DEfAiLS. IF THE PLANS OR SPECIFICATIONS ARE FELT IN ANY NEW VALVES ADDED. w �' Q z o
►� BALL VALVE NIBCO T-585-70 (LJNE SIZE) SEE DETAIL E SHEEf 4 WAY TO BE INCOMPLEfE� MISDIRECTING� CONFLICTING OR SUBJECT TO MISINTERPRETATION, IT IS THE CONTRACTOR(S Q Q � Q o
RESPONSIBILITY TO BRING THESE CONCERNS TO THE ENGINEER S ATTENTION BEFORE BIDDING. IF THE CON1'RACTOR FAILS TO THE CONTRACTOR SHALL FLUSH AND ADJUST ALL EMI��TERS AND BUBBLER HEADS AND PIPING FOR OPTIMUM PERFORMANCE a
� QUICK COUPLER HUMER HQ-33D-R SEE DEfAIL F SHEEf 4 DO S0, THEY MUST ACCEPT THE ENGINEER(S INTERPRETATION AND ASSUME ANY POSSIBLE RELATED FINANCIAL IMPACT. AND TO ELIMINATE ANY FLOODING ONTO WALKS, ROADWAYS AND/OR BUILDINGS. � � � � Z
►� AUTOMAT1C FLUSH VALVE SALCO AFV-075L (INSTALL IN CARSON VALVE BOX) SEE DETAIL G SHEET 4
THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFf AND REPLACE ALL DAMAGED OR STOLEN ALL PIPING AND WIRING UNDER PAVING SHALL BE SLEEVED IN A SCH. 40 PVC PIPE SIZE A5 REQUIRED AND WfTH A MINIMUM � � N
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►�ors�e►'++ R.P. BACKFLOW DEVICE IXIS11NG 2" BY C1NVD REFER TO IANDSCAPE PLAN RECORD DRAWIN S BY PARTS AT HIS EXPENSES UNTIL THE INSTALLATION IS ACCEPTED BY THE OWNER IN WRITING. COVER TO FINISHED PAVEMENT GRADE OF 24». � w �n/ Z ¢ a •
z=� SCH. 40 PVC PIPE/WIRE SLEEVE BURY MIN. 24"- MIN 2X PIPE DIA. \ LL (f) o
VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK, NOTIFY THE CONTRACTOR SHALL PROVIDE COMF'L.ETE AND ACCURATE RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF THE � !n
� � � 1' SCH 40 PVC MAINUNE (TEE OFF IXISTING 2-1/2" MAINLJNE AND MANIFOLD INTO NEW RCVs) BURY MIN. 18" LANDSCAPE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF — v Y N
PROJECT. DRAWINGS SHALL INDICATE ANY CHANGES FROM THE ORIGINAL PLANS AND DIMENSIONS OF VALVES, QUICK �/ z
- - D(ISTING 2-1/2" CL 315 IRRIGAl10N MAINLINE PROTECT IN PLACE __ WITH ALL SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING WORK. COUPLERS� CONTROLLERS AND ALL OTHER EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. Z �
THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING IRRIGATION SHOWN ON PLANS AS 'PROTECT IN PLACE', TO A LIKE CONTRACTOR SHALL PROVIDE TO THE OWNER UPON COMPLETION OF THE PROJECT FIVE SPARE BUBBLERS AND EMfTTERS OF �
SCH 40 PVC LATERAL LJNE 3/4" = n BURY MIN. 12" � W
NEW CONDITION, IF DAMAGED BY HIM OR HER DURING THE INSTALLATION OF NEW IRRIGATION AT NO ADDITIONAL COST TO THE EACH TYPE USED ON THE PROJECT. TWO, QUICK COUPLER KEYS, INSTRUCTION MANUALS FOR CONTROLLERS AND ALL OTHER � ��L =
VALVE NUMBER OWNER. EQUIPMENT. � �
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EXTREME CARE SHALL BE EXERCISED WHEN WORKING ADJACENT TO ANY STRUCTURES OR UTILITIES. CONTRACTOR SHALL BE BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THE CITY. j
� � VALVE DEMAND (GPM) RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGES CAUSED BY HIS WORK AT NO COST TO
VALVE SIZE THE OWNER. THE IRRIGATION SYSTEM WILL BE TESTED BY THE OWNER'S REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. �
IRRIGATION DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 60 P.S.I. WITH A MAXIMUM SYSTEM DEMAND OF 5 G.P.M. VALVES SHALL BE GROUPED WHERE POSSIBLE FOR OWNERS CONVENIENCE. �9,��� W
CONTRACTOR SHALL VERIFY DATA PRIOR TO COMMENCING WORK. y �,� 'Pcy� o
NOTE: CONTRACTOR TO VERIFY INSTALL ALL COMPONENTS PER CURRENT U.P.C. AND LOCAL CODES. � � "
(3) AVAILABLE STATIONS ON EXISTING MAKE POINT OF CONNECTIONS AS SHOWN ON THE PLANS AND RUN A 1" SCH 40 P.V.C. MAINLINE 18" DEEP TO AREAS `�` �/� -"+ i •
ELECTRiC CONTRO�LER FOR NEW WHERE VALVES ARE LOCATED. INSTALL A LINE SIZED GATE VALVE IN A ROUND PLASTIC BOX AT P.O.C. FOR EMERGENCY CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKING ENVIRONMENT. DAY AND NIGHT BARRICADES MUST BE PROVIDED �.. o
REMOTE CONTROL VALVES 1, 2 & 3. SHUT-OFF. FOR ALL OPEN TRENCHES. * * ~
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NOTE: THE EXISTING IRRIGATION AS SHOWN IS A PRODUCT THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR THE INTERPRETATION OF THE DRAWINGS SHOULD A QUESTION ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT `�,�j�, 2�25 ���r �
OF RECORD DRAWINGS AND FIELD OBSERVATION. NO SURVEY LEAST 48 HOURS PRIOR TO TRENCHING FOR EXACT UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR ASSUMES ALL �G��� o
HAS BEEN CONDUCTED TO VERIFY. STB CAN NOT BE HELD PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC, ROUTE PiPING AND LOCATE VALVES TO AVOID CONFLICT WITH RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES WHICH ARE DAMAGED DURING "
RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION STATIONARY ELEMENTS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, LIGHTS, TREES ETC) INTERFERE WITH THE IRRIGATION THE COURSE OF COMPLETING THIS WORK. g
SHOWN REGARDING THE EXISTING IRRIGATION SYSTEM OR SYSTEM LAYOUT� THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE IRRIGATION SYSTEM AT NO ADDITIONAL COST TO THE `
ANY OTHER UTILITIES ABOVE OR BELOW GROUND. ANY OWNER. LOCATE ALL VALVES AND BACKFLOW DEVICE IN SHRUB BEDS WHERE POSSIBLE. CONTRACTOR SHALL NOT KNOWINGLY DRIP IRRIGATION SPECIFICATIONS �,,,, � o
DAMAGE TO THE EXISTING IRRIGATION OR OTHER UTILITIES, INSTALL ANY EQUIPMENT OR MATERIALS THAT ARE INCORRECTLY INDICATED ON THE DRAWINGS DUE TO DRAFTING ERRORS. GD o
SHOWN OR NOT SHOWN, AND REQUIRED REPAIRS� SHALL BE DESIGN INTENT IS TO PROVIDE A COMPLETE DRIP IRRIGATION SYSTEM TO ALL PLANTED AREAS AND EACH TREE OR SHRUB �
FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT OF SAID ERROR SHALL RESULT IN THE CONTRACTOR REPAIRING/REPLACING � �
THE RESPONSIBILITY OF THE CONTRACTOR. SEE IRRIGATION SAID SYSTEM AT HIS OR HER EXPENSE. WITH THE QUANTITY OF EMITTERS INDICATED ON THE PLAN. CONTRACTOR SHALL ADJUST EMIITERS TO PROVIDE THE OPTIMUM �
SPECIFICATIONS. COVERAGE TO ALL PLANT MATERIALS AND SHALL GUARANTEE SAME. � �,
WIRING FROM THE CONTROLLER TO THE VALVES SHALL BE BY THE EXISTING CONTROL WIRES. CONTRACTOR TO VERIFY � � ``
CONTINUITY. CONTRACTOR SHA�L REPAIR AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. DRIP DESIGN INDICATES EMITTER PLACEMENT ONLY-FOR GRAPHIC CLARITY. CONTRACTOR SHALL RUN A SCH 40 P.V.C. � �
SUB-MAIN FROM THE DRIP ZONE VALVE THROUGHOUT THE DRIP ZONE AND STUB OUT AS NEEDED TO EACH INDMDUAL PLANT. � �
PROVIDE CHECK VALVES AS NEEDED TO ELIMINATE ALL LOW HEAD/EMITTER DRAINAGE. INSTALL IN-LINE CHECK/ANTI-DRAIN CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FlNAL 9�15�� ?
VALVES WHENEVER AN ELEVATION DIFFERENCE BETWEEN INLETS/OUTLETS EXCEEDS 4 OF VERTICAL HEIGHT. ACCEPTANCE BY THE OWNER. � N0• �;
z ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT WELD MATERIALS AS RECOMMENDED BY THE PIPE �-28B W
o EMITTER LAYOUT IS AS FOLLOWS: EACH 5 GALLON SHRUB IS TO RECENE TWO-2.0 G.P.H. XERI-BUG EMITTER AND EACH 1 �F =
� MANUFACTURER. ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. GALLON SHRUB IS TO RECEIVE TWO-1.0 G.P.H. XERI-BUG EMITTER. � �
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uNDERCRouND sERv�CE n�RT ALL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF CONTRACTOR SHALL PROVIDE SELF-FLUSHING VALVES AT THE END OF EACH DRIP LATERAL IN A ROUND PLASTIC VALVE BOX. � W
10 0 10 20 30 THE LANDSCAPE ARCHITECT. �
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NOTE: CONTRACTOR TO GRADE NOTE: LOCATION OF BOULDERS� MOUNDING ---__ _ ?
EXISTING R.O. . OUND MOUNDING TO MAINTAIN AND MOUNDING HEIGHT TO BE APPROVED --- ----- — 3
\� PO NE FI.OW SO AS TO AVOID BY UCR REPRESENTATNE PRIOR TO FINAL EXISTING CONC. ---- ----_.___ o
' \ F RAN K S I NAT RA D R I V E EX'ST'"� S'°�A`K PON G OF SURFACE RUNOFF. INSTALLATION. MEfER BOX PROTECT EXISTING GN � ---'----- a
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PLANTING SPECIFICATIONS PLANTING LEGEND E— v �
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GENERAL NOTES. � •
ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27 LICENSE OR pE�p qN, SYIVIBOL I QUAN. � SIZE I BOTANICAL/COMMON NAMES � NOTES W CI)
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GREATER.
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TREE AND SHRUB PLANTING: W �y W j o
SOILS TEST: BACKFILL MIX PER RECOMMENDATIONS OF SOIL AGRONOMIC TEST. PLANT PER DETAIL SHEET 5. ALL EXCESS TREES LL
SOIL CREATED DURING THE AMENDING PROCESS MAY BE USED FOR MOUNDING OR SHALL BE REMOVED FROM <
AFTER ALL ROUGH GRADING HAS BEEN COMPLEfED BUT PRIOR TO SOIL PREPARATION, 7HE CONTRACTOR SHALL W �
SITE AND LEGALLY DISPOSED OF.
• OBTAIN A SOIL TEST FOR AGRICULTURAL SUITABILITY AND FERTILITY. TEST SHALL BE PR�PARED BY A CALIFORNIA M 5 24" BOX � FLORID M/ BLUE PALO VERDE LOW BRANCHING STEMS �— � �
ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER. FURNISH ONE COPY OF TEST RESULTS TO THE w 9" TO 12" TO 1 ST STEM. � Z
LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH SOIL CONDITIONING. SOILS TEST REPORT SHALL TREE STAKING: � ��t��C�`�C�1�� Ic�r�da�l"�2W ��YYle�1 C�L�"X��-� REMAINING STEMS TO BREAK A MIN. � Z � � �
SUPERSEDE ALL SPECIFICATIONS. SOILS TESTING FACILITY SHALL BE INFORMED OF THE REQUIREMENT OF USING STAKE TREES, ONLY IF NEEDED, PER REQUEST OF CITY INSPECTOR OR CSUSB REPRESENTATIVE PER DETAIL SHEET 5. 6 APART VERTICALLY. � W � � W
ESTABLISH AMENDMENTS PER SECTION BELOW. (SIDE BRANCHING TO REMAIN IN PLACE ENTIf Q �,
QUANTITIES: LENGTH OF CENTRAL TRUNK. TREE MUST HA� Q V � Z =
SPECIFICATIONS SHOWN BELOW ARE FOR BID PURPOSES ONLY, ALL SOIL CONDITIONING AND AMENDING SHALL BE QUANTITIES SHOWN ARE AN AID ONLY, CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BIDDING/ SHRUBS A CLEARLY VISIBLE CENTRAL LEADER.) � w � C/� o
PER RECOMMENDATIONS. TEST SHALL INCLUDE THE FOLLOWING ITEMS: SOIL TYPE (TEXTURE), PH, TOTAL SOLUBLE COMMENCING WORK.
SALTS (BY ELECTRICAL CONDUCTIVITY OF THE SOIL SATURATION EXTRACT), BORON LEVEI�, EXCHANGEABLE SODIUM � 4 5 GAL AGAVE DESERTI/ DESERT AGAVE PROVIDE NURSERY TAGS W � Q z o
PERCENTAGE, SUBSTITUTIONS: �
NUTRIENTS (N.P.K.), MICRO NUTRIENTS (NO3� NH4, P. K, Ca, Mg. Na� B, Zn, Fe, Cu, Mn, S), NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. � 6 1 GAL BAILEYA MULTIRADIATA/ DESERT MARIGOL� PROVIDE NURSERY TAGS � � � a
PERCOLATION, � OF ORGANIC MATTER, CATION EXCHANGE CAPACITY, BASE SATURATION, EXCESS LIME OR � � � ,
CARBONATES. MAINTENANCE: � 7 1 GAL DALEA GREGGII/ TRAILING INDIGO BUSH PROVIDE NURSERY TAGS Q Q � Z
TOPSOIL: CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF 30 DAYS AFTER WRITTEN ACCEPTANCE BY o 5 5 GAL OPUNTIA/ CHOLLA PROVIDE NURSERY TAGS � Q Z Q �
IMPORTED TOPSOIL SHALL BE OF LIKE MAKE-UP, AND TEXTURE OF EXISTING SOIL ON SITE. IT SHALL BE CLEAN, THE OWNER/LANDSCAPE ARCHITECT. p ,�
FREE OF WEEDS LARGE ROCKS AND OTHER DELETERIOUS MATERIALS. . CJ 4 6 TO 8 DIA. FEROCACTUS ACANTHODES/ BARREL CACTUS PROVIDE NURSERY TAGS W � (f� o
� GUARANTEE. � 13 5 GAL ENCELIA CALIFORNICA/ SRITTLE BRUSH PROVIDE NURSERY TAGS �
, GRADING: CONTRACTOR SHALL GUARANTEE AI.L TREES FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL WRITTEN �/ � "
„ ACCEPTANCE BY THE OWNER/ LANDSCAPE ARCHITECT. � Z
FINISH GRADE IN ALL PLANTED AREAS (UNLESS OTHERWISE INDICATED) SHALL BE 1 BELOW ADJACENT WALKS, 3 6' H FOUQUIERIA SPLENDENS/ OCOTILLO MIN. 5 CANES Z �
CURBS OR PAVING AND BE FREE OF ROCKS OVER 1" IN SIZE IN THE TOP 4" OF SOIL. EXCESS SOIL INSPECTIONS: v a �
CREATED DURING THE AMENDING PROCESS SHALL NOT REMAIN ON SITE. ALL ESTABLISHED FLOW-LINES SHALL THE FOLLOWING INSPECTIONS ARE REQUIRED OF THE CONTRACTOR, CONTACT THE OWNER'S REPRESENTATIVE A � 4 5 GAL LARREA TRIDENTATA/ CREOSOTE BUSH PROVIDE NURSERY TAGS � � W
BE MAINTAINED. CONTRACTOR SHALL GUARANTEE POSITIVE DRAINAGE FROM ALL PLANTED AREAS. MINIMUM OF 48 HOURS IN ADVANCE FOR SCHEDULING INSPECTIONS: LL ~
WEEDS• O 9 1 GAL PENSTEMON EATONII/ FIRECRACKER PENSTEMON PROVIDE NURSERY TAGS o
REMOVE ALL EXISTING WEEDS FROM THE SITE PRIOR TO PLANTING. ANY CHEMICALS APPLIED SHALL BE AS 1• iRRIGATION COVERAGE TEST, COVERAGE TEST SHALL BE COMPLETED PRIOR TO COMPLETE FILLING OF � 5 5 GAL SIMMONDSIA CHIINENSIS/ JOJOBA PROVIDE NURSERY TAGS �
RECOMMENDED BY A LICENSED PEST CONTROL ADVISOR. TRENCHES AND ANY PLANTING. (MIN. ONE MALE� ONE FEMALE) �
2. UPON COMPLETION OF SOIL PREPARATION. FINISH GRADING, AND FINAL RAKE OUT. � 3 5 GAL YUCCA SCHIDIGERA/ MOHAVE YUCCA PROVIDE NURSERY TAGS �
3. WHEN TREES AND SHRUBS ARE SPOTTED FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. �,�,
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AL�ETREES SHALL HAVE COMPARATIVELY STRAIGHT TRUNKS, WELL-DEVE�OPED LEADERS, AND TOPS AND ROOTS 4. WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK HAS BEEN COMPLETED. PRELIMINARY T. W •
CHARACTERISTIC OF THE SPECIES OR VARIETY. ALL TREES MUST BE FREE OF INSECTS, DISEASE, MECHANICAL ACCEPTANCE WILL BE GRANTED AT THIS TIME. . . GROUND COVERS ��v�N 9�,�cy� o
INJURIES, AND OTHER OBJECTIONABLE FEATURES AT THE TIME OF PLANTING. 5. FINAL INSPECTION AT THE START OF MAINTENANCE PERIOD. ' 11 200 SF 2" DEPTH PYRITE GOLD CRUSHED ROCK-3/8" MINUS W/ 11� FINES IN WITH 6 TO LBS STABILIZER PER TON � � "
ry'; .•.•:. -• "•'• � a c-� W
6. ACCEPTANCE (END OF MAINTENANCE PERIOD) PRIOR TO FINAL RELEASE OF PROJECT. THIS FINAL • • • • • PLANTING AREAS (WETTED & COMPACTED TO 2" DEPTH) COMPACTED) SEE DG NOTE THIS SHEET � �' �
TREE SIZES: ACCEPTANCE WILL BE CONFIRMED IN WRITING BY THE OWNER S REPRESENTATIVE. AVAI BLE THRU TRI-STATE MATERIALS yt �• yt o
THE FOLLOWING ARE THE EXPECTED CALIPER WIDTHS FOR VARIOUS CONTAINER SIZES. IF A TREE DOES NOT (951� 926-5522
MEET THE MINIMUM LISTED SIZE, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, INCREASE .v r =
� THE SPECIFIED CONTAINER SIZE TO MEEf THE EXPECTED CALIPER. IT IS UNDERSTOOD THAT CERTAIN TREE ENVIRONMENTAL ISSUES: � � UNDISTURBED AREA (NOT A PART) (SEE EROSION CONTROL NOTE THIS SHEET) `�'�j�.��`\�R�� }
SPECIES WILL BE EXCEPTIONS TO THESE STANDARDS AND WILL BE NEGOTIATED ON A CASE BY CASE BASIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STORM WATER PHASE I AND II RULES AND o
ANY OTHER ENVIRONMENTAL PROTECTION LAWS IN EFFECT AT THE TIME OF CONSTRUCTION. �
15 GALLON- 3/4" TO 1-1/4" g
24" BOX- 1"-2"
36" BOX- 2"-3-1/2" � (6) 4'x3' BOULDER-"BAJA CRESTA" BURY 1/3 DEPTH ptt�wn e�r o
48" BOX- 3-1/2"-5" � (4) 4'x3' SIZES: (6) 4'x3', (4) 3'x3', (3) 2'x3' AVAILABLE THRU TRI-STATE MATERIALS Gp o
(951) 926-5522 �
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GRADING NOTE: SrB N
THE EXISTING TOPOGRAPHY AS SHOWN IS A PRODUCT OF EROSION CONTROL NOTE: °A� �
Z RECORD DRAWINGS AND FIELD OBSERVATION. NO SURVEY g�15�pg Z
o HAS BEEN CONDUCTED TO VERIFY. STB CAN NOT BE HELD � �
� RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION NOTE: �;
SHOWN REGARDING THE EXISTING TOPOGRAPHY OR ANY CONTRACTOR SHALL REGRADE TO ORIGINAL CONDITION ANY AREA 09-288 W
OTHER UTILITIES ABOVE OR BELOW GROUND. CONTRACTOR OUTSIDE THE 50' LIMIT OF WORK LINE SHOWN THAT HE OR SHE � _
10 0 10 20 30 SHALL ADJUST GRADING, IN DISTURBED AREAS, AS DISTURBS DURING CONSTRUCTION. ONCE REGRADED THE �-=�p� Q
REQUIRED, TO MAINTAIN POSITIVE FLOW AND PREVENT CONTRACTOR SHALL APPLY 'ATLAS SOILLOK' AT A RATE OF 55 � a
UNDERGROUND SERVICE ALERT PONDING. GALS PER ACRE WHERE NEEDED.
'ATLAS SOILLOK IS AVAILABLE THRU: QUATTRO ENVIRONMENTAL Inc. �
c"; o� Scale 1 �� = � �� (619) 522-0044 3 Z
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REFER TO SHEET 5 FOR PLANTING CONSTRUCTION DETAILS m
7MI0 MORKMIO DAYS BFfORE YOU DIO
"CONSTRUCTION DOCUMENTS" oF 5 sr�rs N
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SECTt�N VIEW PLAN VIEW T/\�j\�j // //\��� Q 1' CRUSHm ROCK. 12' DEEP
NTS � �\/\\/\\/\�j\�j\/\ \ / LATERAL PIPE \ � / PVC IMIN UNE lEE OR ELBOW PNC YNI L!E PfR PUW �tu �
.�\//\\//\\//\\//\\//\\ \ \ \\\ \ \ / / �BALL NOTFS: UNLESS O7HERWISE SPECIFlEb. ~ �
1. TRUNK OF SHRUB NO�S: �//\//�j/\//\/\/\/\ \ ,\e�L, 1. REFER TO SY5iEM SPECIFlCA710NS/PLAN LEGEND FOR APPR�VED PROOl1CI5. �
2. ROOT BALL A. INSTALL SO RISER IS MAX. 1" �� /\\/\\/\\/� //� //�/�� �/ � ��T � 2. USE 1-1/2 WRAPS OF 3/4' WIDE TEFLON TAPE pR �PPR VE� � � �N��Q �
3. XERI-BUG EMITTER- RAIN BIRD XBT �OVE FlNISH GRADE. � HARDENING THREAD SEN�1Ni ON ALL THREADS. WIP'E OfF ALL DtCESS 1HtEAD
(2) PER SHRUB B. LOCATE EMITTER DIRECTLY NIXT TO ROOTBALL �� �� SEAt�i MrtTH A CLEAtJ CW7H.
4. MARLEX TRIPLE SWING JOINT ASSY.
TO ASSURE ADEQUATE WATER RfACHES PLANT. MARLEX TRIPLE SVYING JOINT ASSY. 3. N.L iHREADED FfiT1NGS AND NIPPLES TO BE THE SA11E L!E S� AS RC.V.
4. INSTALL ONLY ONE RCN PER VALVE BOX. TOP OF FLQ� SIEIIS 10 CLEAR LA @Y 3�.
5. SCHEDULE 40 PVC LATERAL LINE 5. COMPACT SOIL ARWND VALVE BOX TO 90X DENSIIY.
6. MULCH PER LEGEND
7. NATIVE SOIL SECTION rn .
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A DRIP EMITTER- ALL SHRUBS B TREE BUBBLERS C REMOTE CONTROL VALVE ~
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P'VC SCH 40 ELL � �
PVC SCH 80 NIPPLE I O �
LENGTH AS REQUIRED)��
TLOCKING�p V�y� �X � O
30-INCH UNFAR LENGIIi IaARKED "eALL VALVE" Q
SIZE AS REQUIRED. CARSON QR EQUAL �
OF WIRE, COILED TOP OF LID TO BE AT 1�4
2 ABOVE D.G. FlNISH GRAD T� �p�p�p
LOCKING PL/ST1C VALVE BOX MULCH FlNISH GRADE � U .
WATER PROOF CONNEC110N NOIE: MAttKED •cwicK cou� v�vE' NOTE: VALVES TO BE INSTALLED AT THE ENDS OF � �
(1 OF 2) USE TEFLON TAPE SIZE AS REQUIRED. CARSON OR EQUAI. FlNISH GRADE
Qf� MAI.E PIPE TOP OF UD TO BE AT 1 4" ALL ORIP LATERAL RUNS EVEN IF NOT SHOWN. �
�„R�• ABOVE D.G. FlNISH GRAD� �
LOCKING RECTANGULAR PLA571C VALVE BOX I I MULCH FlNISH GRADE
IdARKED 1RRIG�►TION cONTRo�vALVE'
SIZE I�S REQUfRED. CARSON OR EQUAL FlNISH GRADE �
COLOR: TAN ............................... .......................... ........... ..... — .. . —
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1-1 I I— I—I I I— —I I I—I I I—I I I—I — (( I — I I — I I I — ���' T� �� �� �� �
Vn�vE Tnc =I I I= —I I I—I I I—I I I—I I I—I I I- _ _ MULCH FlNISH cw�E SrzE ,a� r�our�n. c�sa+ oR ocuK
I— —I I I—I I I =1 I I—I I I—I I I—I � — — Ti►e vE�o.c°�i "� ' 4� Z
. mP OF uD TO BE AT 1�4' =I —I I I—I I I—I =I I I_I I I—I I L-
3 MIN. qgpyE D.G. FlNISH GRAD . • QUICK-COUPLER VALVE
18 MIN. CARSON VAI.VE 80X O
MULCH PER PLAN 3 5 7 910 SERIES W/LOCKING CONER LASCO 'STAYLOK' ASSY. FlNISH GR11DE
— FlNISH GRADE � :. o WC SCH 80 NIPPLE _ U
� 8 RED BRICK-3 REQUIRED , e �. , _ = I— —
���ZONE KIT: pyC �� pl 1 � � o'f:� 1" CRUSHED ROCK, 12" DEEP — —
9 �o ' �� SALCO AFV-075L W
2 PVC STREET ELL
_ _ a.,o� s py� dgpyy SCH. 40 PVC UTERAL L1NE �
SCH. 40 PYC FTTTINGS
?�p}�Q PVC LATERAL
�'vd�"'�� ^ RED BRICK •��� Dr?o�pD,o�. Q
„n 4 PVC SCH 80 NIPPLE �� 0 0 d�0�12 �m ROCK- � ! ,
1. 10" ROUND PLASTIC VALVE BOX W/LOCKING �0 (2) 1/2" OR 3/8' REBAR �D ��♦�///����
2. UD w �
3. FlNISH GRADE bWN LINE 3/4" PVC FPtT IIDAPTER
4. 1" CRUSHED ROCK - 12" DEPTH �
5. BALL V11LVE PER IRRIGATION PLAN
7. S�CH 40 PVCCMALE 4�� 2 REQUIRED � W w �
8. MAINLINE PIPING PER IRRIGATION PLAN `
PVC MNNUNE 9. VALVE BOX EXTENSION(S) AS REQUIRED 7 � Q
1" CRUSHED ROCK, 12" DEEP L
J W C�
Q � . �
" BRICK (1 OF 4)
a- W � Z
PVC SCH 40 TEE OR ELL W � � (/� ,
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Cn � � ¢ .
D REMOTE CONTOL DRIP VALVE E BALL VALVE F QUICK COUPLER G AUTOMATIC FLUSH VALVE � Q Q �
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OBSERVATION SCHEDULING � � (n
THE LANDSCAPE CONTRACTOR SHALL SCHEDULE AN IRRIGATION SfTE OBSERVATION BY � �
THE IRRIGATION DESIGNER. AND/OR THE OWNER'S REPRESENTATNE, WHICH SHALL NOT Z
OCCUR WITHOUT AT LEAST 48 HOURS PRIOR NOTIFlCATION. THE FOLLOWING ITEMS SHALL �
BE REVIEWED: Q
1. PRE-JOB/KICK-OFF MEETING WITH CONTRACTOR, GENERAL CONTRACTOR, AND N
LEAN BACK FlLL SATURATE AND COMPACT TO 90R UC RIVERSIDE REPRESENTATNE. �•`
2. MAINLINE, INSTALLATION REVIEW PRIOR TO BACKFlWNG TRENCHES, IRRIGATION
HARDSCAPING LATERAL DRIP IIVSTALLATION, ETC. w
3. IRRIGATION COVERAGE TEST - A DYNAMIC PRESSURE TEST SHALL BE PERFORMED �
•�•'"~.,t.w •,;w ,��: '�''`': ��'"' '' BY THE LANDSCAPE CONTRACTOR AND SHALL 8E OBSERVED BY THE OWNER (OR � '
NATNE BACKFlLL 2" MINUS THE OWNER'S REPRESENTATIVE) AND THE IRRiGATION DESIGNER FOR EACH VALVE �
DURING THE IRRIGATION COVERAGE TEST. N
NON PRESSURE LATERAL UNE W/SLEEVE ��q.� � �
c�v RESSURE SUPPLY LINE W/SLEEVE �.�Nv-T 19
� •,,,.;.,.•�a:•,,�: • CONTROL WIRE SLEEVE (SIZE AS NEEDED)
� �� �cy �
`O ''".``t•r� 'k•'..:Y� SAND BACK FlLL -'
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INSTALL CONTROI WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LJNE, SIZE PER }
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SPEC. �
All SLEEVES TO BE SCH. 40 PVC AND TO BE ZX 7HE DUIMETER OF 7HE UNE TO BE py,� � 3
SLEEVED. .
* INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL �
TRAFFlC WAYS WHEN INSTRUCTED BY INSPECTOR.
�
SLEEIIES SW4LL BE EXTENDED BEYOND HARDSCAPE TO POIMS AS REQUESiED B1f CR
INSPECTOR
p+oC� er
IF SLEt1�ES ARE TO BE USED AT A LATER DAiE, CONTRACTOR SFWl TAPE ENDS !WD �
PRO'VIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL
. W►TE
9/15/09
,ioe No.
09-288
�F
N/A
UNDERGROUND SERVICE ALERT �T
�: ,� � 4
,—�Soo� .
22'-26°° H TRENCHING/ SLEEVING
������� "CONSTRUCTION DOCUMENTS" � 5 �
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TREE/ SHRUB PER PLAN �
� �' ^'� SHRUB PER PLAN ���m �
�C�, �, � ° SHRUB OR TREE PER PLAN o O ��'� �
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r���H�� `�' � ` � � � ,.r� ^ � � o ���� ;
3 OF PLANT STEM p �~�� �-�, � `Y;.v `f' C�,i,' �' �c�� n
3y,°o���P� °o �,,� o N MU� T� g� W s�.o� �,� a � � J .
�o � MULCH PER PLAN II�STALLEDH W1THIN �o�y(�,� �u �"'� � ���g �
WATERING BASIN a • 3 OF PLANT STEM po�}4� o � � o �� J �
MULCH PER PLAN " f FlNISH GRADE t Q1�
4» �_ '— -- MULCH PER PLAN w o o cv' I F � z
TEMPORARY WATERING BASIN-REMOVE �i —I I :.�:::::. ROOTBALL - SET TOP 1/2" ABOVE � " — � �
PRIOR TO THE END OF MAINTENANCE PERIOD • FlNISN GRADE �I—I I I—�'•::•::•::�:;. :�:'�-I I I—I� FlNISH GRADE. BOTTOM OF ROOTBALL MAINTAIN SAUCER ON LOWER •�� ntil �l a �
, I I I—I I I- �`•::::;�:�:. ::�:'���i I I�'I I 1- TO Sff ON UNDISTURBED NATNE SOIL SIDES OF PLANT TO RETAIN WATER �
��I��I I I��•`::�::�:�:�:�:: ��:`���I I(I I I�, R�� - SEr TOP 1/2" neOVE ��I I I I(I I I-i I I=I I I=I I I=I I I.=I I IvI I I= . _ � ) KFlLL �rx -�D ��� � a
I I I—I I I- '•::�::•:::•:. :��:� i— FlNIStH GRADE. BOTTOM OF ROOTBALL �I I—)I I=�—I I I—I I I—I I I—I I I—I�I I BACKFlLL MIX - PER SOILS TEST ROOTBALL - SET TOP 1 2 ABOVE — _ ? �
=III=I N- -III- TO Str ON UNDIsn,RBED w►rnE SOIL -III-III=III-III-III—
��_ --I i I=I I I=I I I=I I I I I I - -I I I=1+-��1-.I IL- "''_'-���- FlNISH GwwE. BOTrOM �F ROOTenLL ���� � I I= � �
, III—I r TO SIT ON UNDISTURBED NATNE SOIL
-�i_���_���_L_���-� =i i i-i�_��I_����i_i i i-i �
I(—I I I_ I— BACICFlLL M9X - PER SOILS TEST _I�'-
=1 I 1=i±,I I I�I I i-1 I 1-1 I lu,l I I_I I I-
�=111—III=111=111=111- �,����=����������� �
�L=1 IL —���_ ���_ — �
=1 I I—I 11—I I�_����I-1 I 1=1
'-1 I I-1 I 1=1 I I-1 I I-1 I 1-��'- 2 X RooTenu- �- z X RooTenLL ��,A�Q �
—i I I— ��I_ � WIDTH � DIAMETER
2 x ROOT@ALL
� WIDTH
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A TREE PLANTIN B SHRUB PLANTING C SLOPE PLANTING �
G W
C� �
�DO N T TWISI� LODGEPOLE PINE
STAKE
NOTES: � Z
NOTES:
A. CONTRACTOR T0 PROVIDE 1. REFER TO CONSTRUCTION PLANS � � •
SHINGLE NAIL A. CONTRACTOR TO PROVIDE 1. REFER TO CONSTRUCTION PLANS PHOTOS FOR LANDSCAPE FOR BOULDER LOCATIONS z �
PHOTOS FOR LANDSCAPE FOR BOULDER LOCATIONS ARCHITECT FOR APPROVAL 2. D.G. SEE PLANTING LEGEND FOR
���� TREE TRUNK ARCHITECT FOR APPROVAL 2. D.G. SEE PLANTING LEGEND FOR PRIOR TO PURCHASE MATERIAL AND DEPTH. � r 1
PLAN VIEW PRIOR TO PURCHASE MATERIAL AND DEPTH. B. CALSTATE REPRESEWTATIVE TO 3. SUBGRADE � \.�
B. CALSTATE REPRESENTATIVE TO 3. SUBGRADE DIRECT FlNAL BOULDER 4. FINISH GRADE
DIRECT FlNAL BOULDER 4. FlNISH GRADE PLACEMENT ON SITE �
PLACEMENT ON SITE C. BOULDER PLACEMENT TO OCCUR � �
• C. BOULDER PLACEMENT TO OCCUR PRIOR TO D.G. PLACEMENT.
PRIOR TO D.G. PLACEMENT, IRRIGATION, AND PLANTING
TREE PER PLAN IRRIGATION, AND PLANTING INSTALLATION �
INSTALLATION �/'�
�//
2-10'x2" LODGE POLE TREE STAKE z
24• PRESSURE TREATED-TRIM TOP OF APPROXIMATE D(ISTING GRADE OF SLOPE
STAKE TO AVOID CONTACT WITH
NOTE: TREE T1E SPACING. TREE TRUNK �
� -I I
AS SHOWN. IS FOR GUIDE �= ( _ U
ONLY. COMRACTOR SHALL TREE TIE - 4 CINCH TIES PER TREE 2 1/3 OF BOULDER TO BE EXPOSED
ADJUST AS REQUIRED PER �—
\ - — _`'
TREE IWD CITY DIRECTION. " FINISH GRADE N 4 �
I—I I �1 � D(CAVATE ENOUGH OF A PIT TO PWCE
l`/ 2/3 OF BOULDER WEIGHT AGAINST SLOPE W
I I I-���� I I 1=1 I I =)� v// �
I I=I I I ��:� :�:�:. ;;� I=I I — UNDISTURBED NATNE SOIL — — - —) I— `� —
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. iii= i=iii=iii=i i i iiii i iiiii i i � -1 1=1 � �- _ . � �-I I =' =11 =111_I I= � Q
. ,� M��i i i i�i i-i i i i-i i i- -= I 1=I � i=� � 1=1 I (=1 (=' � -1 I =1 I 1=1 1= I (_ � U
� i— UNDISTURBED NATIVE SOIL �F HI�LSIDE �
R O O T g q u ES NEXf T0. BUT NOT IN, -I I_�i�I I I�i� I��,I I I I I I I ' -I_I I— ( I— I —_= W �
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3 —� � �—I I I—I I I—I I I—
NOTE: STAKE ONLY IF NEEDED Q � W �
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D TREE STAKING E BOULDER INSTALLATION F BOULDER SLOPE INSTALLATION � w � Z
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.ioe no.
09-288
9cxE
N/A
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c�u: ral �
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227-2600
������� "CONS'TRUCTION DOCUMENTS" � 5 �