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HomeMy WebLinkAboutUCR Palm Desert Graduate Center CSUSB Palm Desrt Campus_1 x A f r rU f RA L P T,,A NS ARCH17FC7 FOR s RAD G1,ANDSCAPE w 2 E R E 0 R PALM D ,15.. ERT UATE V) z ES g . m x; W CsusB PALM o RT CAM o (N raj K w n_ W � S T 3 • GARDENSs u S , W� a I N A B L E E�� R w w AT 0 S ?� 0 w 0- 0 C) o: NER OF COOK S '7AND FRANK SINATRACORr; o p u p z a U 0 W U 4 O. 0- 0. W 0: W 0] O f--- El N 0 0 z 3 O ° SHEET INDEX0 u- 0 W THOUSAND FFEDRAL 1 . TITLE SHEETo RAMON RD PALMS 2. CONSTRUCTION LAYO 0 ITY UT PLAN °- ROJECT �o� 3. IRRIGATION P LAN z 4. PLANTING PLAN a GERALD FORD PALM SITE PROJECT K o SITE 5. LIGHTING LAN V) FRANK SINATRA DE E cr 10 WI i 6. IRRIGATION CONSTRUCTION DETAILS w s o o � i 7. PLANTING CONSTRUCTION DETAILS o COUNTRY a 'CLUB DR RANCHO , o U- W Y! �j m HOVE LN 42ND AVE �� O MIRAGE wo Q9 INDIO o` z FRED WARING DR z 111 z EL PASEO N Z INDIAN Z80- / o WELLS V) w t- NAYSfAIX ND 3 W _ ao 74 LA s QUIN TA z O O U FRANK SINATRA VICINITY MAP o,m > NOT TO SCALE U) w SITE MAP z NOT TO SCALE ui U ! W t" - WWa �S�C' ~ O N 4 r—+ Z Z ,d �+--tee ► `� i 0/1 U y �� co L ex do UNDERGROUND SERVICE ALERT (�j ► a 15 SOUTH 5TH STREET � D r- REDLANDS, CALIFORNIA 92373 o signature '�\ 3 2-7 C9 � � - � PH 909.798.7490 FAX 909.307.8235 > "T� 2725 � m cau: TOLL �� ` 1—(800) .4RCHITECTS, I\,C 227-26b0 CA LIC. N0. 2725 NV LIC. N0. 466 S gTF OF Cal�FO¢� m LANDSCAPE ARCHITECTURE IRRIGATION CONSULTANTS WATER FEATURE DESIGNS o 1 Or 7 SHEETS TWO MORIOW DAYS BEFORE YOU DIG s LAYOUT & STAKING NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS O AND DIMENSIONS IN THE FIELD PRIOR TO PROCEEDING WITH ANY WORK, ANY DISCREPANCIES CREVISIONS (� FOUND SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT FOR AN OPINION ON HOYN TO PROCEED, 2. CONTRACTOR SHALL STAKE ALL ELEMENTS IN Oui�snwnon moi z THE FIELD AND HAVE SAID STAKING APPROVED BY THE CSUSB REPRESENTATIVE PRIOR TO FINAL I INSTALLATION. NOTIFY CSUSB A MINIMUM OF 72 2 c o z HOURS IN ADVANCE OF THE NEED FOR ANY < 0 Z LL INSPECTIONS. "'cc °' =LLB w 4. REFER TO DETAIL SHEETS AND PLANS HEREIN CONTAINED OR REFERENCED TO FOR DIMENSIONS OF U') o Cu CRITICAL ELEMENTS AND AS NOTED. N g^ Z 5. ALL DIMENSION LINES ARE PERPENDICULAR TO ¢m Y Cj EACH OTHER UNLESS OTHERWISE INDICATED. m z o ry 6. DIMENSIONS INDICATED WITH A +/-ARE � F 5 CONFORM TO ACTUAL SITE CONDITIONS. a -9 I 0 z & / _ I CONSTRUCTION NOTES w iANDSCAPE< 1) IMPORT NATIVE TOP SOIL TO CREATE GENTLE, SMOOTH CONTINUOUS MOUNDING. 3:1 MAXIMUM. GRADE CONTOURS AND x ' ABOVE FINAL MOUNDING TO BE APPROVED BY CSUSB REPRESENTATIVE. TOP SOIL TO MATCH EXISTING IN GENERAL MAKE-UP AND t4 EXISTING TEXTURE. F.G. (2) PLACE (33) BOULDERS-'BAJA CRESTA'. AVAILABLE THRU TRI STATE MATERIALS. (951) 926-5522 BOULDER PLACEMENT MAY < O I 3:1 MAX. SLOPE BE SCALED FROM PLAN. SEE PLANTING PLAN (SHEET 4) FOR ADDITIONAL BOULDERS. FINAL PLACEMENT TO BE APPROVED VVi / / \ I BY CSUSB REPRESENTATIVE PRIOR TO INSTALLATION. SEE DETAIL SHEET 7. 5 O I I / I 1 ® PLACE (36) BOULDERS-'SURFACE SELECT'. AVAILABLE THRU TRI STATE MATERIALS. 926-5522 BOULDER PLACEMENT m MAY BE SCALED FROM PLAN. FINAL PLACEMENT TO BE APPROVED BY CSUSB REPRESENTATIVE _SENTATIVE PRIOR TO INSTALLATION. SEE U I I I I I DETAILS E&F SHEET 7. BOVE I I I I I I INSTALL (2) 24"x24"x24" SEATING CUBES. AVAILABLE THRU QUICK CRETE PRODUCTS. (951) 737-6240 CUBE PLACEMENT f2.5' EXISTING / MAY BE SCALED FROM PLAN. CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING CUBES. O z o F.G. DIMENSIONS FOR SURFACE FINISHES TO BE PER PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. FINAL PLACEMENT TO 3:1 M . SLOPE // // / / / / I MI►1; BE APPROVED BY CSUSB REPRE:FNTATIVE PRIOR TO INSTALLATION. SEE DETAILS E&F SHEET 7. �-- / ® INSTALL (2) 24"x24"x3O" SEATING CUBES. AVAILABLE THRU QUICK CRETE PRODUCTS. (951) 737-6240 CUBE PLACEMENT 2 MAY BE SCALED FROM PLAN. CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING CUBES. Z z DIMENSIONS FOR SURFACE FIN11tII�S TO BEF,:R PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. FINAL PLACEMENT TO � BE APPROVED BY CSUSB REPR.:'SENTATIVE F2"?R TO INSTALLATION. SEE DETAILS SHEET 7. O < 3 ® INSTALL (1) 24"x24"x6O" SEAT!"'', CUBE. AMNL',BLE ThRU QUICK CRETE PRODUCTS. (951) 737-6240 CUBE PLACEMENT n MAY BE SCALED FROM PLAN. CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING ISN CUBES. DIMENSIONS FOR SURFACE FINISHES TO BE PER PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. FINAL X 22'-2 / / _ / y f4' ABOVE PLACEMENT TO BE APPROVED BY CSUSB REPRESENTATIVE PRIO TO INSTALLATION. SEE DETAILS SHEET 7. �, 1EXISTING (2) INSTALL ON—SITE CONCRETE WALKWAYS WITH THICKENED EDGES AND WEAKENED PLANE JOINTS PER DETAILS THIS SHEET. JLLJ 50 F.G. AND THE FOLLOWING NOTES: Z fgr_g• � / ®—© � MN 3:1 MAX. SLOPE I Ir a) ALL CONCRETE SHALL REACH A MINIMUM COMPRESSIVE- STRENGTH OF 2,500 P.S.I. AT 28 DAYS FROM A 5 SACK MIX o WITH A MAXIMUM SLUMP OF 4" AND A NATURAL CONCRETE COLOR. ® m t4-6` / \ \`. LIMIT OF WORK b ALL SOIL UNDER PAVING SHALL BE COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90%. 3 26- e t6-4 - / \ _ - _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — C ALL PAVED AREAS SHALL HAVE A MINIMUM CROSS SLOPE OF 1%. r� ` �— ( � ® — 1 _ d CONCRETE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO ALLOW FOR PIPE SLEEVE AND WIRE a PLACEMENT. 0 e) FINISH SHALL BE A MEDIUM SANDBLAST. CONTRACTOR TO PROVIDE 4'X4' SAMPLE AREA FOR APPROVAL PRIOR TO M / / / — _ \ I CONSTRUCTION. o \ ` / _ — _ _ f) INSTALL ALL PAVING WITH THE FINISH SURFACE 1" ABOVE FINISH GRADE. d } 0' ` - - - - - - I 9) DIMENSIONS FOR CURVILINEAR WALK EDGE ARE +/- CONTRACTOR TO CREATE SMOOTH CONTINUOUS CURVES. FINAL �� / / \ _ / / I / LAYOUT AND STAKING OF SIDEWALK TO BE APPROVED BY CSUSB REPRESENTATIVE PRIOR TO INSTALLATION. / T INSTALL PLASTIC COMPOSITE HEADER AS SHOWN ON PLAN. PLACEMENT MAY BE SCALED FROM PLAN. V J ' EXISTING SIDEWALK. ' V) Z 0� 4 \ \ / \ / / ® EXISTING UTILITY BOX. PROTECT IN PLACE. �' \\ / MI • MIN. 1 I ) / EXISTING SIGN. PROTECT IN PLACE. 61�.! 1„ w 5 / // ® MONUMENT SIGN BY OTHERS. DIMENSIONS MAY CHANGE WITH FINAL SIGN DESIGN BY OTHERS. Does � a r C• r / r\ 5fr. F_ Li 11 —6 r w �1 � / I I 6 / / I of 1" RAD. W � 2 (n Z w SEALANT J 1 4• I - - - - 4" a ° a Q 3/16 1/2" 4e. FIN.GRADE " " o 1/4" R. 1/2" DEEP 1/4 R. " ) (p q z 5 \ — - I a ; � W wQ o U B • ~ iM • ' Q Q o_ a 5" p! .. ". � F-- Z U B Q U) / \ g0 45' ad FILLER MATERIAL g O M H SAW C WEAKENED PLANE �. 90% COMPACTED SUBSOIL— JOINT (W Z).P.J. OR C.J.) EXPANSION JOINT J J 0 O PROVIDE O 3r O.C. MAX. EXPANSION JOINT (E.J.� Q O_ �( PROVIDE ® 9 O.C. MA . �i U aNC C- Q " f2' ABOVE L.1� U EXIF.G. FRANK W FRANK SINATRA DRIVE O V) — 3:1 MAX. SLOPE W THICKENED EDGES AT ALL SIDEWALKS V SAND ALL CONCRETE SLAB k Is. w 0 ♦n �1 Z ON-SITE SIDEWALK v! U) Z NTS t� D O a z 2` U) V Z W z O V W x pp 10/10e���� L exp. date / signature .� S t4' ABOVE // /r u e 09 \P z NOTE: IMPORTED NATIVE SOIL TO CREATE GENTLE, SMOOTH 2725 CONTINUOUS MOUNDING. 3:1 MAXIMUM. GRADE CONTOURS & EXISTING F.G. ?' _) q 3:1 MAX. SLOPE FINAL MOUNDING TO BE APPROVED BY CSUSB REPRESENTATIVE. MAIN VIEW CORRIDOR TO VALLEY FLOOR AND BOULDERS VARYING SIZE f4' ABOVE EXISTING PATH SYSTEM TRAILHEAD \ / '1 EXISTING F.G. 3:1 MAX. SLOPE FRANK SINATRA DR. CONCRETE t 1' ABOVE - / DRAWN BY SIDEWALK EXISTING F.G. SEATING CUBE EXISTING Y is COOK STREET 3:1 MAX. SLOPE CONCRETE 3' DESIGNED BY SIDEWALK1 w CR ' 1 TYP CHECKED BY w SECTION AA SHOWING CONTOUR GRADING CONCEPT �• w - - DATE NTS n >, '" 0A, 3/27/09 v � i z JOB NO. Q 08-53B g SCALE SCORELINE DETAIL N SCALE 1"=10' ( 10 0 10 20 30 sHrO UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-(800) Scale 1 " = 10' 2 L' 227-2600 0 OF 7 SHEETS iM0 WORKM DAYS BEFORE YOU DIG RE VIS 0NS I EXI TING IR IGATION O TO EXISTINGPLANTS I I XISTING 2" CL. 315 MAINLINE y F PROTECT IN PLACE. L _ _ _ _ _ _ _ _ _ _ _ _MA_TCH_LIN_E_ _SEE BELOW LEFT) IRRIGATION SPECIFICATIONS TYP CAL _� 0 I _ T ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND SPECIFICATIONS AND BE OF THE HIGHEST QUALITY TYPICAL OF MAKE P.O.C. AT EXISTING 2" MAINLINE. I THE TRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND PAY FOR SAME. S NUMUI13`.!VLIOA Mal z I LOCATION SHOWN IS APPROXIMATE. _ `= CONTRACTOR TO VERIFY LOCATION IN FIELD I THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS G;' ;m AND ADJUST AS NECESSARY. VERIFY STATIC I I Y REQUIRED BY THE STATE, CITY OR OWNER. ru a PRESSURE AT 70 PSI. IF DIFFERENT THAN I z LL AS STATED, THE LANDSCAPE ARCHITECT I p SCOPE OF WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONSIST OF CONSTRUCTION OF IRRIGATION SYSTEMS TO INCLUDE THE o SHALL BE NOTIFIED IMMEDIATELY PRIOR TO W I FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS AND FITTINGS AND o-z' z INSTALLING NEW IRRIGATION SYSTEM. w - I LL THE FURNISHING AND INSTALLATION OF DRIP EMITTERS AND BUBBLERS, CONTROLLERS, ELECTRIC AND MANUAL CONTROL a N I I REFER TO LANDSCAPE PLAN "CSUSB I p VALVES, EXCAVATION AND BACKFILL AND ALL OTHER LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE IRRIGATION v o N " SYSTEM AS REASONABLY IMPLIED BY THESE DRAWINGS, SPECIFICATIONS AND DETAILS. IF THE PLANS OR SPECIFICATIONS ARE 5 2 J PALM DESERT HEALTH SCIENCE BUILDING �.- Li DATED 6/1/08 - I FELT IN ANY WAY TO BE INCOMPLETE, MISDIRECTING, CONFLICTING OR SUBJECT TO MISINTERPRETATION, IT IS THE uu m I I U) J CONTRACTORS RESPONSIBILITY TO BRING THESE CONCERNS TO THE ENGINEERS ATTENTION BEFORE BIDDING. IF THE ¢ M 8 o I _ I CONTRACTOR FAILS TO DO SO, THEY MUST ACCEPT THE ENGINEERS INTERPRETATION AND ASSUME ANY POSSIBLE RELATED Iu NOTE: EXISTING IRRIGATION TO EXISTING FINANCIAL IMPACT. Ccc K I I PLANTS AT THE SCIENCE BUILDING TO BE0 / \\\ I W PROTECTED IN PLACE. CONTRACTOR S LL / / / \ I THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN Z Cr REPAIR/ REPLACE ANY EQUIPMENT DAMAGED O _ I I / 1 11 I PARTS AT HIS EXPENSES UNTIL THE INSTALLATION IS ACCEPTED BY THE OWNER IN WRITING. �} . I I DURING CONSTRUCTION WITH LIKE AT NO U I ADDITIONAL COSTS TO THE OWNER. I I I I I VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK, NOTIFY THE a`"' a LANDSCAPE ARCHITECT IMMEDIAi�ELY IF ANY DISCREPANCY IS FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING WORK. LANDSCAPE Guj EXTREME CARE SHALL BE EXERCISED WHEN WORKING ADJACENT TO ANY STRUCTURES OR UTILITIES. CONTRACTOR SHALL BE I RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGES CAUSED BY HIS WORK AT NO COST TO Q THE OWNER. w U j�,J IRRIGATION DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 70 P.S.I. WITH A MAXIMUM SYSTEM DEMAND OF 12 0 / ___ _ i=\— — — — - Q G.P.M. CONTRACTOR SHALL VERIFY DATA PRIOR TO COMMENCING WORK. 5 \ / / m MAKE POINT OF CONNECTIONS AS SHOWN ON THE PLANS AND RUN A 2" CL. 315 P.V.C. MAINLINE 18" DEEP TO AREAS WHERE VALVES ARE LOCATED. INSTALL A LINE SIZED GATE VALVE IN A ROUND PLASTIC BOX AT P.O.C. FOR EMERGENCY o Y SHUT—OFF. 7 Z L THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR THE INTERPRETATION OF THE DRAWINGS SHOULD A QUESTION ARISE. O W a. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC, ROUTE PIPING AND LOCATE VALVES TO AVOID CONFLICT WITH � Z z 0O STATIONARY ELEMENTS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, LIGHTS, TREES ETC) INTERFERE WITH THE IRRIGATION SYSTEM LAYOUT, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE IRRIGATION SYSTEM AT NO ADDITIONAL COST TO THE I r / OWNER. LOCATE ALL VALVES AND BACKFLOW DEVICE IN SHRUB BEDS WHERE POSSIBLE. CONTRACTOR SHALL NOT KNOWINGLY En I I _ INSTALL ANY EQUIPMENT OR MATERIALS THAT ARE INCORRECTLY INDICATED ON THE DRAWINGS DUE TO tDIv4FTING ERRORS. (� _I ❑ UB ❑ J FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT OF SAID ERROR SHALL RESULT IN THE CONTRACTOR REPAIRING/REPLACING v ' UB SAID SYSTEM AT HIS OR HER EXPENSE. w I O MH E Ld _ I WIRING FROM THE CONTROLLER TO THE VALVES SHALL BE DIRECT BURIAL A.F.W., MINIMUM 14 GAUGE. PROVIDE CONTINUOUS (� SPARE WIRES TO THE ENDS OF THE MAINLINES AS INDICATED ON THE PLANS. LOOP WIRE INTO EACH VALVE BOX ALONG THE �+- I _ , _ , _ , _ MAINLINE WITH A MIN. 30" EXPANSION COIL. SPARE WIRE IS TO BE A DIFFERENT COLOR FROM OTHER CONTROL WIRES. LABEL 4 WIRE SPARE IN CONTROLLER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE CONTROLLER. 4 1 ELECTRICAL POWER WILL BE PROVIDED BY THE OWNER AT THE APPROXIMATE LOCATION INDICATED ON THE PLANS. w a I I PROVIDE CHECK VALVES AS NEEDED TO ELIMINATE ALL LOW HEAD/EMITTER DRAINAGE. INSTALL IN-LINE CHECK/ANTI-DRAIN VALVES WHENEVER AN ELEVATION DIFFERENCE BETWEEN INLETS/OUTLETS EXCEEDS 4' OF VERTICAL HEIGHT. 0 - I o \ ; FRANK SINATRA DRIVE MANUFACTURER. ALL PVC TALL PVC SOLVENT—WELDOHREADED NNECTIONS CONNECTIONS SHALLSHALL BE MADEWITH BE COATED WITHLTEFLONRIALS TAPEAS RECOMMENDED BY THE PIPE ♦ )SOLVENT ALL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF "' Z Q w I I THE LANDSCAPE ARCHITECT. o 0 o: ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, IN THE ABSENCE OF DETAILS, INSTALLATION SHALL BE IN ACCORDANCE 0 a WITH THE STANDARD PRACTICE OF THE TRADE. � m Q 0 I CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL F I I ACCEPTANCE BY THE OWNER. NN z W I � � W U C�DESIGN INTENT IS TO PROVIDE COMPLETE IRRIGATION COVERAGE TO ALL PLANTED AREAS, AS FIELD CHANGE MAY OCCUR, I 13 CONTRACTOR IS REQUIRED TO PROVIDE 100% COVERAGE TO ALL AREAS. CONTRACTOR SHALL NOT KNOWINGLY INSTALL A IRRIGA70N SYSTEM WITH IMPROPER COVERAGE, FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN THELL Z ❑ I O IRRIGATION EQUIPMENT LEGEND CONTRACTOR REPAIRING/REPLACING SAID SYSTEM AT HIS OR HER EXPENSE. z �1/ W I 1 PROVIDE A COLOR CODED LAMINATED CONTROLLER CHART IN THE CONTROLLER SHOWING THE VALVES AND AREAS SERVED BY W W W W Lj_ O M - SYM DESCRIPTION MANUF. MODEL PSI GPM RAD. NOTES EACH VALVE. Q U U) VJ 0 0 - __ THE CONTRACTOR SHALL FLUSH AND ADJUST ALL EMITTERS AND BUBBLER HEADS AND PIPING FOR OPTIMUM PERFORMANCE W W W Z o 1 GAL SHRUB DRIP EMITTER RAINBIRD 15 1.0 GPH SEE DETAIL A SHEET 6 � 1 3 — I TWO PER SIB AND TO ELIMINATE ANY FLOODING ONTO WALKS, ROADWAYS AND/OR BUILDINGS. C71' • 5 GAL SHRUB DRIP EMITTER RAINBIRD TWO XBT-LPUER SHRUB 15 2.0 GPH -- SEE DETAIL A SHEET 6 a I I x TREE BUBBLER RAINBIRD PVC-0501H-12R-1402 30 .50 -- SEE DETAIL B SHEET 6 ALL PIPING AND WIRING UNDER PAVING SHALL BE SLEEVED IN A SCH. 40 PVC PIPE, SIZE AS REQUIRED AND WITH A MINIMUM J I— z 1 I 2MPER TREE COVER TO FINISHED PAVEMENT GRADE OF 24". Q Q C W W u, NOT sHOw WATER METER EXISTING 1 BY CVWD BUILDING 37500 COOK STREET DATED: 6 1 08 c g J I I Nar SHOW RAIN SENSOR EXISTING - SEE LANDSCAPELAN-'PALM ,ESERT H IS>wENCE CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF THE � � � J � a BUILDING 375�_ CQOK STREET DATED 1 PROJECT. DRAWINGS SHALL INDICATE ANY CHANGES FROM THE ORIGINAL PLANS AND DIMENSIONS OF VALVES, QUICK 0 0 SEE LANDSCAPE PLAN PALM SERT HEA� SCIENCE n/ M wTso►* ELECTRIC CONTROLLER EXISTING ET2000e-24-RRE-SSER W/ RReTRAN-FM-1B BUILDING 37500 COOK STREET�DATED: 6 1 08 COUPLERS, CONTROLLERS AND ALL OTHER EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. 0 I I MASTER VALVE SEE LANDSCAPE PLAN 'PALM QESERT H SCIENCE ( > L.1. Q V 3 "Ors"0hN AND FLOW SENSOR EXISTING - BUILDING 37500 COOK STREET DATED: 6/1/08 CONTRACTOR SHALL PROVIDE TO THE OWNER UPON COMPLETION OF THE PROJECT FIVE SPARE BUBBLERS AND EMITTERS OF v �/ EACH TYPE USED ON THE PROJECT. TWO, QUICK COUPLER KEYS, INSTRUCTION MANUALS FOR CONTROLLERS AND ALL OTHER 1.J� M z u o I !%v REMOTE CDNTROL VALVE RAINBIRD PESB-PRS-D (SIZE PER PLAN) SEE DETAIL C SHEET 6 EQUIPMENT. P�j W O w V (9 REMOTE CONTROL DRIP VALVE RAINBIRD XCZ-075-PRF-BF SEE DETAIL D SHEET 6 (D Q 1 ►� BALL VALVE NIBCO T-585-70 (UNE SIZE) SEE DETAIL E SHEET 6 BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THE CITY. U) < U- I 0 THE IRRIGATION SYSTEM WILL BE TESTED BY THE OWNERS REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. � �n z W QUICK COUPLER HUNTER HQ-33D-R SEE DETAIL F SHEET 6 V) �J) � 0 ►• AUTOMATIC FLUSH VALVE SALCO AFV-075L (INSTALL IN CARSON VALVE BOX) SEE DETAIL G SHEET 6 VALVES SHALL BE GROUPED WHERE POSSIBLE FOR OWNERS CONVENIENCE. �+SEE LANDSCAPE PLAN -PALM r ,, I I ►tar�I m R.P. BACKFLOW DEVICE EXISTING 1' BY CVWD BUILDING 37500 COOK STREET_ESERT DATED: 6 1 08 INSTALL ALL COMPONENTS PER CURRENT U.P.C. AND LOCAL CODES. `•J � U w I I _ SCH. 40 PVC PIPE/WIRE SLEEVE BURY MIN. 24`-- MIN 2X PIPE DIA. o — CL 315 PVC 2" MAINLINE BURY MIN. 18" CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKING ENVIRONMENT. DAY AND NIGHT BARRICADES MUST BE PROVIDED 0 FOR ALL OPEN TRENCHES. z SCH 40 PVC LATERAL LINE 3/4' =11 1 III BURY MIN. 12` _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT I 1 PROVIDE SPARE IRRIGATION CONTROL WIRES AS INDICATED IN VALVE BOX. LEAST 48 HOURS PRIOR TO TRENCHING FOR EXACT UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR ASSUMES ALLSF RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES WHICH ARE DAMAGED DURING T VALVE NUMBER THE COURSE OF COMPLETING THIS WORK. �`' ��P 10 10 icy o exp. date (� U A 14 VALVE DEMAND GPM) DRIP IRRIGATION SPECIFICATIONS sign W (I DESIGN INTENT IS TO PROVIDE A COMPLETE DRIP IRRIGATION SYSTEM TO ALL PLANTED AREAS AND EACH TREE OR SHRUB * 3 26 09 * 0 W o VALVE SIZE WITH THE QUANTITY OF EMITTERS INDICATED ON THE PLAN. CONTRACTOR SHALL ADJUST EMITTERS TO PROVIDE THE OPTIMUM sy 2725 �� o I.L I COVERAGE TO ALL PLANT MATERIALS AND SHALL GUARANTEE SAME. 9�of cAl\E�a DRIP DESIGN INDICATES EMITTER PLACEMENT ONLY-FOR GRAPHIC CLARITY. CONTRACTOR SHALL RUN A SCH 40 P.V.C. 1 • I NOTE: SOME IRRIGATION EQUIPMENT SUB-MAIN FROM THE DRIP ZONE VALVE THROUGHOUT THE DRIP ZONE AND STUB OUT AS NEEDED TO EACH INDIVIDUAL PLANT. I I SHOWN IN HARDSCAPE FOR GRAPHIC CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL w CLARITY. ALL IRRIGATION VALVES DRAWN BY wo 0 - AND EQUIPMENT TO BE INSTALLED IN ACCEPTANCE BY THE OWNER. is O I I LANDSCAPED AREAS WHERE POSSIBLE DESIGNED EMITTER LAYOUT IS AS FOLLOWS: EACH TREE IS TO RECEIVE RAINBIRD XERI—BUBBLERS SPACED EVENLY AROUND THE TREE IN F U I THE QUANTITY SHOWN AND EACH 5 AND 15 GALLON SHRUB IS TO RECEIVE TWO-2.0 G.P.H. XERI-BUG EMITTER AND EACH 1 CR GALLON SHRUB IS TO RECEIVE TWO-1.0 G.P.H. XERI-BUG EMITTER. CHECKED BY II STBCC CONTRACTOR SHALL PROVIDE SELF—FLUSHING VALVES AT THE END OF EACH DRIP LATERAL IN A ROUND PLASTIC VALVE BOX. DATE w 3/23/09 a IU JOB NO. "jo 08-53B !g II SCALE m 20 0 20 40 60 b�. 1"=20' fl 0 UNDERGROUND SERVICE ALERT I SHEEP N I m m CALL: TOLL FREE 1-(800) - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - Scale 1 " = 20' 3 ;gym 227-2600 MATCHLINE (SEE ABOVE RIGHT) Co I TWO VMOftI0H0 DAYS BEFORE YOU DID REFER TO SHEET 6 FOR IRRIGATION CONSTRUCTION DETAILS x=. OF 7 SHEETS 1 REVISIONS MATCHLINE SEE BELOW LEFT PLANTING LEGEND - - - - - - -a - - - - - y - - - - - - - - - - - - - k a I L l SYMBOL QUAN. I SIZE BOTANICAL/COMMON NAMES NOTES r EXISTING LA DSCAPE I a e a� . L PRO ECT IN LACE I NEW P 1 NTOI G 1 L< TREES L IT OF ORK f a I Y . AND IR IGAT ON 1 / �- °O f W WORK UND TURBED SN11W)II3JVOGArNO 97 , C I ° ° ° O < REA 5 24" BOX CERCIDIUM FLORIDUM/ BLUE PALO VERDE NATURAL MULTI-STEM-MIN. 3 TRUNKS f ° I a ° / Q LQW BRAgCHING STEMS n ; w ° a ° I W ° L / T A RT gg R MAIN NG STOEMSTTOTBREAK AMIN. ¢M 10 < I L L ?� 6 APART VERTICALLY. z ° LL a ° _ / 1 (SIDE BRANCHING TO REMAIN IN PLACE ENTIRE LO =o�; IU $ O° a a I / 1 LENGTH OF CENTRAL TRUNK. TREE MUST HAVE a a z3 a ° I A CLEARLY VISIBLE CENTRAL LEADER.) N U LL N N q F — < �pmN 3 24" BOX CHILOPIS LINEARIS/ DESERT WILLOW NATURAL MULTI-STEM-MIN. 3 TRUNKS 5 m g y 1 0 \ I L L /. LQW BRANCHING STEMS < O ° /�; 1 < L< L �� R�MAINI G STEMSTTOTBREAK A MIN. F L 6 APART VERTICALLY. 5 a L I I I G 1 (SIDE BRANCHING TO REMAIN IN PLACE ENTIRE s a � I L � �A LENGTH OF CENTRAL TRUNK. TREE MUST HAVE W a I 1 1 ° s ° i < I �< A CLEARLY VISIBLE CENTRAL LEADER.) CJ a a ° °i Z_ 50' LIMI II� F K, / L NEW PLANTI 3 15 GAL OLNEYA TESOTA/ DESERT IRONWOOD NATURAL MULTI-STEM-MIT.-z3 TRUNKS ° 1 1 L D IRBIGATIOl' LQW BRANCHING STEMS .._ 1 5J L 9 TO 12 TO 1ST STEM. o L I � WO 1 � � REMAINING STEMS TO BREAK A MIN. LnlvoscAPE< � W < ,.I <_ - - �- _ - - - Q��J 1 6 APART VERTICALL\. X a ° I 1 1 1 1 �. - - - - ° - (SIDE BRANCHING REMAIN IN PLACE ENTIRE < LENGTH OF CENTRA'_ TRUNK. TREE MUST HAVE a ° ° I / \ � �-��.�•.:. :�� �.•• ••. - �_ / A CLEARLY VISIBLE CENTRAL LEADER.) w I l 'r, y / ° ° �1 SHRUBS ° � I In m < �. ��e °a ° 10 5 GAL AGAVE DESERTI/ DESERT AGAVE PROVIDE NURSERY TAGS o , . ° I / / j ° ° u_ < �8 7 1 GAL BAILEYA MULTIRADIATA/ DESERT MARIGOLD PROVIDE NURSERY TAGS s (° LLI -Q i2r7 . 9 1 GAL DAIfk �0 0 _EA GREGGII/ TRAILING INDIGO BUSH PROVIDE NURSERY TAGS `7J e . ° I / a� / ° -a ° ° L < 4 5 GAL OPUNTIA CHOLLA PROVIDE NURSERY TAGS L a L a� ° °. J O / 7 z ° ° I <1 UB UB 1 / 0 8 6";TO 8"H FEROCACTUS ACANTHODES/ BARREL CACTUS r PROVIDE NURSERY TAGS L L 10 5 GAL ENCELIA CALIFORNICA/ BRITTLE BRUSH t ,,; PROVIDE NURSERY TAGS I— 3 f 7 N °I < 5 6' H FOUQUIERIA SPLENDENS/ OCOTILLO MIN. 5 CANES L nJn LU a L.L X U Q W a IL L ' l 18 1 GAL HESPERALOE PARVIFLORA/ RED YUCCA PROVIDE NURSERY TAGS W I 0 1 9 5 GAL LARREA TRIDENTATA/ CREOSOTE BUSH PROVIDE NURSERY TAGS a ° a I < . ` 6 5 GAL LEUCOPHYLLUM LANGMANIAE TYNIN'S LEGACY/ L L TEXAS RANGER PROVIDE NURSERY TAGS W \ a ° L / h„ FRANK NATRA DRIVE 25 1 GAL PENSTEMON EATONII/ FIRECRACKER PENSTEMON PROVIDE NURSERY TAGS o < 1 I L �.'' � '. 2 5 GAL SIMMONDSIA CHIINENSIS/ JOJOBA (ONE PROVIDE MALE, SE YFTAGS 'J� ? o 1 3 5 GAL YUCCA SCHIDIGERA/ MOHAVE YUCCA PROVIDE NURSERY TAGS ,F W ��nn VJ < i GROUND COVERS (n z w IFT L / a 21,367 SF 2" DEPTH PYRITE GOLD CRUSHED ROCK-3/8- MINUS W/ 11% FINES IN WITH 6 TO LBS STABILIZER PER TON D W 0 0 I °a ° 1 D.G. NOTE EROSION CONTROL NOTE: n 148f TONS - PLANTING AREAS (WETTED & COMPACTED TO 2" DEPTH) COMPACTED) SEE DG NOTE THIS SHEET ^ Q a 1 0 oUj Q i/Y 1. All decomposed granite shall be mixed with a natural stabilizer NOTE: 1,078 SF 3" DEPTH PYRITE GOLD CRUSHED ROCK-1/4" FINES IN WITH 12 LBS STABILIZER PER TON �/ W Q 0... ° I It < I Natracil by the - CONTRACTOR SHALL REGRADE TO ORIGINAL CONDITION ANY AREA 14t TONS (FlNAL DEPTH) PATHWAY(WETTED & COMPACTED TO 3" DEPTH) (COMPACTED) SEE DG NOTE THIS SHEET \ Q m ° + 0 supplier prior to delivery on site per the rates below to assure OUTSIDE THE 50' LIMIT OF WORK LINE SHOWN THAT HE OR SHE Z i 1 � / quality. Stabilizer and D.G. to be supplied by Gail Materials. Ph. — I a u_ L UNDISTURBED. 800 442-7625 DISTURBS DURING CONSTRUCTION. ONCE REGRADED THE r UNDISTURBED AREA (NOT A PART) (SEE EROSION CONTROL NOTE THIS SHEET) r , r F � a p AREA. L ( ) CONTRACTOR SHALL APPLY ATLAS SOILLOK AT A RATE OF 55 W v V F M ° I 1 NOT A PST GALS PER ACRE WHERE NEEDED. L I Pathway Areas: 12 lb on -Compacted W � r• � Z �° I - 'ATLAS SOILLOK IS AVAILABLE THRU: QUATTRO ENVIRONMENTAL Inc. " " / Planting Areas: 6 Ibs/ton -Compacted ® 38 BOULDER- BAJA CRESTA BURY 1/3 DEPTH . �n o a ° I � < Sloped Areas (Exceeding 4:1): 12 Ibs/ton-Compacted (619) 522-0044 SIZES: 30%- 4'x3', 50%- 3'x3', 20%- 2'x3' R` V J Z N oM 1 0 WW 2. No lightweight mulch shall be used. o , W W LL_ I / � n® 34 BOULDER-SURFACE SELECT 50%- 1'x1 , 20%- 1 x2 , 30%- 1.5 x2 �/� 1 L I L SIZES: 50%- 1'x1', 20%- 1'x2% 30%- 1.5'x2' V J V J Z ° 1 < WWW < I / Q � < J � p � o d ° •- �- Z V I / PLANTING SPECIFICATIONS Q N L ^ W Z 1 < L GENERAL NOTES: - MULCH: 0 a 1 . ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C 27 LICENSE OR PER PLAN. M o Q LL.1 Q GREATER. TREE AND SHRUB PLANTING: Q ^ V 3 ° SOILS TEST- BACKFILL MIX PER RECOMMENDATIONS OF SOIL AGRONOMIC TEST. PLANT PER DETAIL SHEET 7. ALL EXCESS AFTER ALL ROUGH GRADING HAS BEEN COMPLETED BUT PRIOR TO SOIL PREPARATION, THE CONTRACTOR SHALL SOIL CREATED DURING THE AMENDING PROCESS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. M z O a OBTAIN A SOIL TEST FOR AGRICULTURAL SUITABILITY AND FERTILITY. TEST SHALL BE PREPARED BY A CALIFORNIA tl LLI — N L bi L ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER. FURNISH ONE COPY OF TEST RESULTS TO THE TREE STAKING: `J �/1 LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH SOIL CONDITIONING. SOILS TEST REPORT SHALL STAKE TREES, ONLY IF NEEDED, PER REQUEST OF CITY INSPECTOR OR CSUSB REPRESENTATIVE PER DETAIL SHEET V) < W o O I / SUPERSEDE ALL SPECIFICATIONS. SOILS TESTING FACILITY SHALL BE INFORMED OF THE REQUIREMENT OF USING QUANTITIES: Z W ° . ° ESTABLISH AMENDMENTS PER SECTION BELOW. �n N ° a ° I < QUANTITIES SHOWN ARE AN AID ONLY, CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BIDDING/ VJ `ram °wta a SPECIFICATIONS SHOWN BELOW ARE FOR BID PURPOSES ONLY, ALL SOIL CONDITIONING AND AMENDING SHALL BE COMMENCING WORK. U D O Z I /L PER RECOMMENDATIONS. TEST SHALL INCLUDE THE FOLLOWING ITEMS: SOIL TYPE (TEXTURE), PH, TOTAL SOLUBLE (� Z ° O ° L SUBSTITUTIONS: W .° I L SALTS (BY ELECTRICAL CONDUCTIVITY OF THE SOIL SATURATION EXTRACT), BORON LEVEL, EXCHANGEABLE SODIUM v J h I B Zn, Fe, Cu, Mn, S , NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. o a 1 PERCENTAGE, NUTRIENTS (N.P.K.), MICRO NUTRIENTS (NO3, NH4, P, K, Ca, Mg, Na, , / 1 PERCOLATION, % OF ORGANIC MATTER, CATION EXCHANGE CAPACITY, BASE SATURATION, EXCESS LIME OR ) _ CARBONATES. MAINTENANCE: ° ° I CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF 30 DAYS AFTER WRITTEN ACCEPTANCE BY o TOPSOIL: THE OWNER/LANDSCAPE ARCHITECT. / IMPORTED TOPSOIL SHALL BE OF LIKE MAKE-UP, AND TEXTURE OF EXISTING SOIL ON SITE. IT SHALL BE CLEAN, Sf FREE OF WEEDS, LARGE ROCKS AND OTHER DELETERIOUS MATERIALS. GUARANTEE: ` PAN T' B�,p W ° ° ° < CONTRACTOR SHALL GUARANTEE ALL TREES FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL WRITTEN ,� �� 10/10 cy W i i 1 1 GRADING: ACCEPTANCE BY THE OWNER/ LANDSCAPE ARCHITECT. exp. e 3 I L FINISH GRADE IN ALL PLANTED AREAS (UNLESS OTHERWISE INDICATED) SHALL BE 1" BELOW ADJACENT WALKS g INSPECTIONS: * etgnature * Z ° 1 CURBS OR PAVING AND BE FREE OF ROCKS OVER 1" IN SIZE IN THE TOP 4" OF SOIL. EXCESS SOIL 3 26 09 0 I 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 ° /. BE MAINTAINED. CONTRACTOR SHALL GUARANTEE POSITIVE DRAINAGE FROM ALL PLANTED AREAS. MINIMUM OF 48 HOURS IN ADVANCE FOR SCHEDULING INSPECTIONS: srq� 2725 Cj 0 L OF CAL\F rn ° 1 < WEEDS : 1. PRESSURE TEST OF IRRIGATION MAIN LINE PRIOR TO FILLING OF TRENCHES;150 LBS. FOR 2 HOURS. O ° 1. REMOVE ALL EXISTING WEEDS FROM THE SITE PRIOR TO PLANTING. ANY CHEMICALS APPLIED SHALL BE AS 2. IRRIGATION COVERAGE TEST, COVERAGE TEST SHALL BE COMPLETED PRIOR TO COMPLETE FILLING OF W / RECOMMENDED BY A LICENSED PEST CONTROL ADVISOR. TRENCHES AND ANY PLANTING. > O ° I < 3. UPON COMPLETION OF SOIL PREPARATION, FINISH GRADING, AND FINAL RAKE OUT. DRAWN BY w ° ° TREES: 4. WHEN TREES AND SHRUBS ARE SPOTTED FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. Of U I ALL TREES SHALL HAVE COMPARATIVELY STRAIGHT TRUNKS, WELL-DEVELOPED LEADERS, AND TOPS AND ROOTS 5. WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK HAS BEEN COMPLETED. PRELIMINARY JS Z_ I CHARACTERISTIC OF THE SPECIES OR VARIETY. ALL TREES MUST BE FREE OF INSECTS, DISEASE, MECHANICAL ACCEPTANCE WILL BE GRANTED AT THIS TIME. DESIGNED BY Z ° ° 1 L < INJURIES, AND OTHER OBJECTIONABLE FEATURES AT THE TIME OF PLANTING. 6. FINAL INSPECTION AT THE START OF MAINTENANCE PERIOD. CR V) 1 7. ACCEPTANCE (END OF MAINTENANCE PERIOD) PRIOR TO FINAL RELEASE OF PROJECT. THIS FINAL CHECKED BY T'T / TREE SIZES: ACCEPTANCE WILL BE CONFIRMED IN WRITING BY THE OWNER?S REPRESENTATIVE. _ a THE FOLLOWING ARE THE EXPECTED CALIPER WIDTHS FOR VARIOUS CONTAINER SIZES. IF A TREE DOES NOT 8. AT END OF ONE YEAR STREET TREE GUARANTEE. �I STB ° 1 MEET THE MINIMUM LISTED SIZE, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, INCREASE DATE W THE SPECIFIED CONTAINER SIZE TO MEET THE EXPECTED CALIPER. IT IS UNDERSTOOD THAT CERTAIN TREE ENVIRONMENTAL ISSUES: 3/27/09 Q g 1 50' LIMIT OF 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 JOB NO. o ° 1 NEW PLANTAG _ . -j , ANY OTHER ENVIRONMENTAL PROTECTION LAWS IN EFFECT AT THE TIME OF CONSTRUCTION. 08-53B g 1 1 AND IRRIGATION 15 GALLON- ?? TO 1-1/4?G OINK / 24? BOX- 1?-2? a, 20 0 20 40 60 SCALE m ° ° I 36? BOX- 2?-3-1/2? 1"=20' ° UNDERGROUND SERVICE ALERT — — — — — — — °— — — — — — — — — _ — — s — 48? BOX- 3-1/2?-5? SHEET n CALL TOLL FREE MATCHLINE SEE ABOVE RIGHT Scale 1 " = 20' ,— 800 4 LO 227(2600 o REFER TO SHEET 7 FOR PLANTING CONSTRUCTION DETAILS of 7 SHEETS TWO WOR MO DAYS BEFORE YOU DIG REEEIASIONS A 11 I 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK BOLLARD ON THIS PROJECT, ANY DISCREPANCIES FOUND SHALL BE IMMEDIATELY BROUGHT TO THE -- ® ADJUSTABLE INSTALL FLUSH W/ D.G. POST LANDSCAPE ARCHITECTS ATTENTION PRIOR TO PROCEEDING WITH WORK. �. KNUCKLE CONCRETE FOUNDATION 4g W/ ST E�, TROWEL FINISH MOUNTING BASE 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND PERMITS NECESSARY TO HOUSING ANND 1 Ef 2 DRARADIN A EDGES. INSTALL A COMPLETE AND WORKING ELECTRICAL SYSTEM AS IND!CAT cD ON THE F U-NS � ` SLOPE TO DRAIN AWAY TIN uoA rr,m 01 � SHROUD FROM FIXTURE. AND SPECIFIED HEREIN. ALL WORK SHALL BE OF THE HIGHEST QUALITY TYPICAL OF THE 36" PIGTAI TRADE. w o W co :v r D.G. MULCH I= CU SILICONE _ ANCHOR RODS 3. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL COORDINATE HIS WORK IS n s? c FILLED Mp 150 ° O WITH OTHER TRADES TO AVOID CONFLICT. WIRING UNDER PAVING SHALL BE SLEEVED IN r r z LL GROUND STAKE �— -� " " n: m r SAFETY 1 SCH. 40 P.V.C. PIPE BURIED A MINlh(JM OF 24 . _ o € CONNECTORS 2" DEEP MULCH a °. d �_� J 3 PER PLAN 4. SHALL E INSTALLEDOCCUPY EMT AND SHALL BE LL a WIRE ET TOOOCCU MIN SPACE. N S ABOVE WI LB a WIRE RUNS SHALL NOT BE VISIBLE WHENEVER POSSIBLE Z INSTALLED CLOSELY TO ANY WALLS, SO AS . n Z ,LI tj Z W TREE CANOPY TYPICAL I - - ' ° 5. ALL WORK SHALL BE IN COMPLIANCE WITH THE !NATIONAL ELEL'TRiC SAFETY CODE AND " � z N CONDUIT SWEEP LOCAL CODES. _ 6. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. s W a 12 1 7. CONTRACTOR SHALL TAKE EXTREME CARE IN WOR; !NG ADJACENT TO ANY BUILDINGS OR z �; / I SMAIN UPPLY CABLE NEW MANNER ATYH SAMEXPEN EGES XPENSE. BY HIS OPERATIONS SHALL BE REPAIRED IN A LIKE V COMPACTED " CONC. O NATIVE SOIL FOOTING w W s I BOLLARD LIGHT INSTALLATION DETAIL 8. FINAL PLACEMENT OF LOW VOLTAGE FIXTURES SHALL OCCUR AT NIGHT IN THE PRESENCENTS # ~ a O �\ I UP—LIGHT INSTALLATION DETAIL OF THE OWNER. PROVIDE A MINIMUM 5' EXPANSION COIL AT EACH FIXTURE TO '; F A-1 FACILITATE ADJUSTMENT. T ArNDSCAPE Q U \\ 1 ,�/ icc NOTE: INSTALL PER MANUFACTURER 7' '� x / I 9. CONTRACTOR SHALL CONNECT THE TRANSFORMERS TO THE SOLAR PANELS ELECTRICAL S`r'STEM. � - THE LIGHTING SYSTEM SHALL INCLUDE ALL MATERIALS AND LABOR AS REQUIRED. O I z LUMINAIRE COVER FLEXIBLE CONDUIT 1/8" ABOVE GRADE CONCRETE z (BY OTHERS) D.G. MULCH I a- ..... ................. . \ _ _ ����_ - LIGHTING LEGEND � W SOIL SYM. DESCRIPTION MANUR MODEL NO. WATTS QUAN. NOTES UP LIGHT VISTA JB-250-5212-TC-LED-LB5ND 5 4 UP LIGHT TO ILLUMINATE SIGNS �y WELL LIGHT VISTA CG6 1 50 5290 LED LA5WF 5 12 WELL LIGHT TO SHINE UP INTO TREE CANOPY LJL W WELL LIGHT VISTA CGB-150-5.'_90-LED-LA5FL-CBL 5 4 WELL LIGHT TO SHINE UP ON TALL VERTICAL PLANT MATERIAL A-1 \ i = v = BOLLARD VISTA BR-8227-TC-LED-LC5ND 5 4 USED TO ILLUMINATE PATH AND SEATING AREA ° WIRE HUB VISTA DH-150 8 INSTALL PER MANUFACTURERS RECOMMENDATIONS W/ TOP BELOW I —I = a Qa I' X -z - 1 D.G. MULCH R- 3 — _ �T TRANSFORMER VISTA MT 00 RP VERIFY LOCATION IN FIELD WITH OWNER- INSTALL IN SOLAR o ENCLOSURE PER NOTE THIS SHEET a — a — - ® SOLAR PANEL ITS ICA4/SLR-4/MP24/4BAT 1 VERIFY LOCATION IN FIELD WITH OWNER o ±167' I =1 a 4 ° I I I ---- WITH 110 PHOTO CELL (SEE POLE MOUNT SOLAR-XP DETAIL THIS SHEET) _ 12-2 DIRECT BURIAL CABLE 12-2 AWM BURY MIN. 24"-!NSTALL ALL HOMERUN WIRES DIRECTLY ADJACENT TO 0 TRANSFORMER IDENTIFICATION SIDEWALK a TRANSFORMER TAP TO USE s: rn "� -' ' —III I — I j TOTAL WATTAGE OF TRANSFORMER a "� Q Uj -III—I = - I I �- - o LL 10"t NOTE: ® � 0 CONTRACTOR SHALL PURCHASE VISTA TRANSFORMER AND DELIVER TO Uj e I.T.S. FOR INSTALLATION INTO INVERTER ENCLOSURE. ONCE SOLAR PANEL m WELL LIGHT INSTALLATION DETAIL IS ASSEMBLED BY I.T.S., CONTRACTOR SHALL PICK UP AND INSTALL ON i SITE PER PLAN. 0 CONTRACTOR SHALL COORDINATE WITH MARK DELANGE FOR PURCHASE NOTE: INSTALL PER MANUFACTURER AND INSTALLATION OF SOLCR PANEL ELECTRICAL SYSTEM. U ry i PHONE No. (949 584-7311 W C, F. \ I v'� ,' ,' `� �� ► LEI L i W u� Uj xi � � � Z W W W �_ I I I I �� i ► I l i � J �— Qt� �.�L 03 CL J Face South ^ ® '�' W a' N / A— /✓� - -/ / • • • • • • • QW < U Z / / / i _ • • • • • • • 7 L, z — _ _ LIMIT OF WORK Ld -, U �' ❑� / �, A V� - j / / / — � , �1 /� I J (f� w h / / •/Y'(�! /� / ` —' — — — — — -- — — — — � � � Solar Controller E z " in��rt4�' o 2 I'-0 3" galvanized 9 Vi9ta ? ransfor#ner w / �1 =� I \ I / / ` - - ' Q • pole 24 AC Power Supply o Concrete footing Batteries S °F slope to drain Per legendPy�N BUS 4p 10/10 CL �,_, / ex date C7 013 mow. / I �3 / / // //� I 3'-0" 24" LONG 1' X 1/4" GALVANIZED signature E STRAP- WELD TO 3 PIPE FOR � 3 26 09 z STABILITY IN FOOTING 11 2725 �P 0 , L 0 CALxt Gal Coupling / / 3" Gal Sweep `' i / — O 3 PVC Female Adaptor _ _ � / / W ?� / / A- �� i � i r /-- / �/ i / / 1 I � DRAY✓N BYis w / i J Pole Mount Solar - XP °�'CR z SLR-X.DWG 101 -- — _ I CHECKED BY i — t DATE IMPERIAL TECHNICAL SERVICES it � � 3/5/09 u' L JOB NO. in M H 08-53B p SCALE �< " `u 1 =10 r?v, 10 0 10 20 30 r' 0) SHEET UNDERGROUND SERVICE ALERT Z CML- TOLL � I� m 1-(800) FRANK S I NATRA DRIVE Scale 1 = 10' 5 Lo 227-2600 7M0 MONCINO DAYS BEFORE YOU DID o < CF 7 SHEETS REVISIONS REMOTE CONTROL VALVE PER LEGEND O s TREE PER PLAN o BUBBLER SPRAY H -(2) R TREE LOCKING, TAN COLORED RECTANGULAR PLASTIC VALVE BOX MARKED 'IRRIGATION CONTROL VALVE' O (INSTALL WITHIN TREE ATERIN BASIN MULCH PER PLAN SIZE AS REQUIRED. CARSON OR EQUAL r ADJACENT TO ROOT BALL 9rvllNVn 30v110n nn01 N rr Cam, ° �- \ VALVE TAG TOP OF LID TO BE AT 1[4' u "s �c J-w O \ WATERING BASIN FlNISH GRADE —� ABOVE D.G. FINISH GRADtt. M o MULCH PER PLAN \ I mill. .... a$z ep O - _ NN0 MU H ��pp ggE / N Ou111 cH CBE BUBBLER HEAD REFER TO / ] III III II I�,STAL1 E� VVITFiIN / gLL�p N EPDXY WIRE CONNECTORS m a ° LEGEND FOR TYPE-2 PER TREE 14 OF CONTROL WIRES X o 3 OF PLANT STEM ° ° 2 3N' OF TREE TRUNK EDGE OF SET OPPOSITE OF EACHOTHER \ ; �'} a O �3" ROOTBALL 3 SCH 80 PVC MALE ADAPTER cs LL s OO TREE PER PLAN 1 EXPANSION EACCHHION•CDIA.WITH PVC ELBOW �'N o 1• I MIN. 18�'OF ECCESS YVIRE oz v N TREE WATERING BASI 1" ABOVE D.G. FINISHED GRADE g .z FINISH GRADE PVC LATERAL - ANGLE TO J U — —1 �II_I 1 O I 12' :I I=1 I 1 = —- - _ •::::•:�:::•': - - SPECIFIED DEPTH WITH �� o 1 I � 45 ELBOWS F �_ /\/\/. SCH 80 NIPPLE i I I .III—III ��T I I—TI 1-1T—i�—I I�T= I-1� rJ .• •. — - O� O 0• p'. 7� 4 UNDISTURBED NATIVE \ \ \ : ' SCH 40 FITTING PVC MALE ADAPTER D O �� DO .D O RID BRICK-4 REQUIRED O LIJ p p D D ///////• \ / G� : ' a• PVC MAIN LANE PER LEGEND U SECTION VIEW PLAN VIEW \ \ z NTS NTS �\/ \/ </\, LATERAL PIPE 1' CRUSHED ROCK, 12' DEEPPVC MAN LINE TEE OR ELBOW PVC MAIN LINE PER PLAN \// \ \ MARLEX TRIPLE SWING JOINT ASSY. ROOT NOTES: �►+� OTH �o IFlm. %1. TRUNK OF SHRUB NOTES: \ �\ �\ �j PVC STREET ELL 0 / BALL F _ N � // //� //\/� / / 2 USE 1-1/2 WRAPS OF 3/4' WIDE TEFLON TAPE OR ANON-PETROLEUM BASE NON ' lI\r; F- 2. ROOT BALL A INSTALL SO RISER IS MAX. 1" ' �\ 1. REFER 1 SYSTEM SPECIFICATIONS/PLAN WIDE PLAN LEGEND FOR APPROVED PRODUCTS. CC 0 3. XERI-BUG EMITTER- RAIN BIRD XBT ABOVE FINISH GRADE. HARDENING THREAD SEALANT ON ALL THREADS. WIPE OFF ALL EXCESS THREAD LANDSCAPE Q w (2) PER SHRUB B. LOCATE EMITTER NEXT TO ROOTBALL SEALANT WITH A CLEAN CLOTH. _ TO ASSURE ADEQUATE WATER 3. ALL THREADED FITTINGS AND NIPPLES TO BE THE SAME LINE SIZE AS R.C.V. 4. MARLEX TRIPLE SWING JOINT ASSY. REACHES PLANT. 4. INSTALL ONLY ONE RCV PER VALVE BOX. TOP OF FLOW SIDAS TO CLEAR LID BY 3'. a 5. SCHEDULE 40 PVC LATERAL UNE 5. COMPACT SOIL AROUND VALVE BOX TO 90% DENSITY. W 6. MULCH PER LEGEND IL 7. NATIVE SOIL SECTION ( p,�� ` �� , o J J"vi lX/ a � 3 I�r. ),AT PLAN VIEW I — _ m 0 z A DRIP EMITTER- ALL SHRUBS B TREE BUBBLERS R- C REMO i E CONTROL VALVE zcn U}� O_ _ W PVC SCH 40 ELL z r r, ' PVC SCH 80 NIPPLE (TYPICAL., cn LENGTH AS REQUIRED) TAN COLORED (D s LOCKING JLASITC VALVE BOX 30-INCH UNEER LENGTH SIZE KAASS REQUIRED. CARSON QR EQUAL W -i r n OF WIRE, COILED TOP OF UD TO BEAT 1[4 �/) Q z 2 ABOVE D.G. FINISH GRADtt. TAN COLORED FINISH GRADE LOCKING PLASTIC VALVE BOX MULCHz NoTEo MARKED 'QUICK COUPLER VALVE' WATER PROOF CONNECTION USE TEFLoN TAPE SIZE AS REQUIRED. CARBON OR EQUAL FINISH GRADE NOTE: VALVES TO BE INSTALLED AT THE ENDS OF O T (1 OF 2) A T i+gl-E PI TOP OF LID TO BE AT 1/4' ALL LATERAL RUNS EVEN IF NOT SHOWN. - ABOVE D.G. FINISH GRADE. a LOCKING RECTANGULAR PLASTIC VALVE BOX I I MULCH FINISH GRADE w MARKED 'IRRIGATION CONTROL VALVE' FL FlNISH GRADE SIZE AS REQUIRED. CARSON OR EQUAL COLOR: TAN :::::. ::::. ......:::: . ..... •::: ix I-III- I-III-I -1 I I-III-III-I — III I ( LOCKING, TAN COLORED PLASTIC VALVE BOX o VALVE TAG =III= =III=III 1=III=III=III= _ I I MULCH FINISH GRADE SIZE AS REQUIRED. CARBON OR EQUAL w TOP OF LID TO BE AT 1 4" � ir` 3" MIN. TOP OF LID TO fiE AT 1[4' _� _� = �_� _� I=� �_� �_ I ABOVE D.G. FINISH GRADE. I„� z ABOVE D.G. FIN GRADtt. 18' IN. CARSON VALVE BOX k V, czi QUICK-COUPLER VALVE MULCH PER PLAN 'S 5 -1 910 SERIES W/LOCKING COVER FlNISH GR4DE r n w LASCO 'STAYLOK' ASSY. Z v FINISH GRADE PVC SCH 80 NIPPLE ui 8 RED BRICK-3 REQUIRED O ' ' e O o - - - M Pr L a PER PLOi4I�ZONE KIT: O • e _ — r'� �. w PVC STREET ELL e 1 CRUSHED ROCK, 12' DEEP — irJ 0 O SALCO AFV-075L G f1I F— o \ L.L� a PVC STREET FILL PVC ELBOW SCH. 40 PVC LATERAL LINE p (� 0 , SCH. 40 PVC FITTINGS RED BRICK ��' DQ° 000-&--0 LL < z I ° n b0 0 0�(� PVC LATERAL o ° ° 4 PVC SCH 80 NIPPLE '�D D O s--1" CRUSHED ROCK- ' , I. 10' RDUND PLASTIC VALVE BOX W/LOGKIN6 LID (2) 1/2' OR 3/8' REBAR �a°3 °D 12" DEEP �y `z 2. LID 4. 1'5. NISH 6RADE CRUSHED ROCK - 12' DEPTH / F- z MAIN LINE 3 4 PVC FRIT ADAPTER S. BALL VALVE PER IRRIGATION PLAN u) C( ct Q b. COMMON BRICK - 4 REQUIRED � !! '' w T. SGFf 40 PVC MALE ADAPTER - 2 REQUIRED { PORT, W W W ' ' I � z 8. MAINLINE PIPIN6 PER IRRIGATION OLAN �� ' `j.� PVC MAINLINE 9. VALVE BOX EXTENSION'5) AS REQUIRED Q r , �,, w v `) o 1" CRUSHED ROCK, 12' DEEP W W z o Q 0 0 BRICK (1 OF 4) J ® � o z PVC SCH 40 TEE OR ELL wz � D j j c- Q m U D REMOTE CONTOL DRIP VALVE E BALL VALVE F QUICK COUPLER G AUTOMATIC FLUSH VALVE < 0 CL ct z ,� W O w OBSERVATION SCHEDULING �/'� vJ Q THE LANDSCAPE CONTRACTOR SHALL SCHEDULE AN IRRIGATION SITE OBSERVATION BY w o THE IRRIGATION DESIGNER, AND/OR THE OWNER'S REPRESENTATIVE, WHICH SHALL NOT Z Ld OCCUR WITHOUT AT LEAST 48 HOURS PRIOR NOTIFICATION. THE FOLLOWING ITEMS SHALL rn rri BE REVIEWED: U+ 1. PRE-JOB/KICK-OFF MEETING WITH CONTRACTOR, GENERAL CONTRACTOR, AND z CLEAN BACK FILL SATURATE AND COMPACT TO 90% CSUSB REPRESENTATIVE. V 2. MAINUNE, BASKET STRAINERS, MASTER VALVES, FLOW SENSORS, AND OPERATION, U) HARDSCAPING INSTALLATION REVIEW PRIOR TO BACKFIWNG TRENCHES, IRRIGATION MAINUNE - PRESSURE TEST, ETC. '"•`,.,::« r.;a ' ''`': """ 3. IRRIGATION COVERAGE TEST - A DYNAMIC PRESSURE TEST SHALL BE PERFORMED i NATIVE BACKFILL 2" MINUS BY THE LANDSCAPE CONTRACTOR AND SHALL BE OBSERVED BY THE OWNER (OR THE OWNER'S REPRESENTATIVE) AND THE IRRIGATION DESIGNER FOR EACH VALVE NON PRESSURE LATERAL UNE W/SLEEVE DURING THE IRRIGATION COVERAGE TEST. c- N RESSURE SUPPLY 'UNE W/SLEEVE � F S T. !61 :,,,,.,.• •p• ~ CONTROL WIRE SLEEyE (SIZE AS NEEDED) y �ZP 10%10 SAND BACK FILL � s •` .A i•`• � exp. a t'j e - signature 2 MIN 3 26 09 .„ 6" sl 2725 �R NO S- MIN q�F OF Cp1i INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER SPEC. w ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE °s SLEEVED. DRAWN BY cn oa � • INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AIND COMMERCIAL JS TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. DESIGNED EY— — 7— SLEEVES SHALL BE EXTENDED BEYOND HANDSCAPE TO POINTS AS REQUESTED BY CR cl' INSPECTOR 0 CHECKED EV II I IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND STB ; PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LIEVE1. 4 DATE a w 3/27/09 Q JOB NO. 08-53B g SCALE 1"=20' 0 UNDERGROUND SERVICE ALERT SHEET N M CALL: TOLL FREE 1—(800 M 227-220 co H TRENCHING/ SLEEVING Two woRKINO DAYS BEFORE You DIG OF 7 SHEETS p@� i k . RE is]. :..y TREE/ SHRUB PER PLAN "j i lUI JA V10I In � CC" SHRUB PER PLAN w SHRUB OR TREE PER PLAN m " W o n, c, "=� r: Z a NO M.ULCH,�Q BE W ` C r C� s r ici,i o cc W NO MULCH TO BE 3�ST IN o f~� �J 0 4c.' r' �,yw '�y 0 = x 7 3 LL 3 OF PLANT STEM a Iy,STALlED WITHIN , �, ,� �"' SLOPE PROFILE � N N 3 OF PLANT STEM MULCH PER SPECIFICATIONS NO MULCH TO BE--�, A t ,, WATERING BASIN o II�STALlED WITHIN c� r -TMULCH PER SPECIFICATIONS 3 OF PLANT STEM f .o .� FINISH GRADE n :v Z 4„ —'�_ —_ MULCH o o i I_ v 0 TEMPORARY WATERING BASIN-REMOVE I _ ROOTBALL - SET TOP 1/2" ABOVE 0 ° j 2 0 PRIOR TO THE END OF MAINTENANCE PERIOD FINISH GRADE I-III- -III I I TO ISIHT O GRADE. BOTTOM N ROOTBALL MAINTAIN SAUCER ON LOWER - iqi I- I h ( �' F ft =1 I SIDES OF PLANT TO RETAIN WATER 'n ........ I I— I —I I —I ,— IF I' i II i ':.:.`:.:.:. III ROOTBALL - SET TOP 1 2" ABOVE I I-III=I-III=III=)I I=I I I=I I I�I I(_ _ l _ BACKFlLL MIX - PER SOILS TEST �•_ W cc _ _ _ p _ I( / = U III-III -:::� - _ -1 I-I r l I I-I BACKFlLL MIX - PER SOILS TEST ROOTBALL - SET TOP 1 2" ABOVE z i- FINISH GRADE. BOTTOM F ROOTBALL =I�I-� III I�-I(I I� / III- TO SIT ON UNDISTURBED NATIVE SOIL - _=III- II-III-III III= (= FINISH GRADE. BOTTOM OF ROOTBALL —III—I III I —I —I I—I —_ 1.I IL u - TO SIT ON UNDi'BTURBED NATIVE SOIL I I—I It—I l ,-11 I—III—_I • I I I h� �`oKFILL Mix PER solLs TEST -1 I li III I I_I I III-1 I' I ;III—I I I I I I I I I- ; 1'". w I I_I I —IIIi a . =I I I—I l�—I I( -1 1=1 ` i i I I I-_III I-11 2 x wi�TH� 2 x ROOTBALL �2 x ROOTBALL DIAMETER LANDSCAPE Q WIDTH m L i U a 0 Z Z U- I -_ 0 U Z � A TREE PLANTING B SHRUB PLANTING C SLOPE PLANTING CK a +/ Ld ZUJ z �. DOO N T TIE LODGEPOLE PINE N I Z � � STAKE NOTES: w NOTES: CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING CUBES. DIMENSIONS FOR SURFACE ate. A. CONTRACTOR TO PROVIDE 1. REFER TO CONSTRUCTION PLANS FINISHES TO BE PER PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. I w SHINGLE NAIL A. CONTRACTOR TO PROVIDE 1. REFER TO CONSTRUCTION PLANS PHOTOS FOR LANDSCAPE FOR BOULDER LOCATIONS - WI DIRECTION PHOTOS FOR LANDSCAPE FOR BOULDER LOCATIONS ARCHITECT FOR APPROVAL 2. D.G. SEE PLANTING LEGEND FOR C) s TREE TRUNK ARCHITECT FOR APPROVAL 2. D.G. SEE PLANTING LEGEND FOR PRIOR TO PURCHASE MATERIAL AND DEPTH. a. z PAN PRIOR TO PURCHASE MATERIAL AND DEPTH. B. CALSTATE REPRESENTATIVE TO 3. SUBGRADE 60" APROX. WT. 3 Lb ® o B. CALSTATE REPRESENTATIVE TO 3. SUBGRADE DIRECT FINAL BOULDER 4. FINISH GRADE �- ._ DIRECT FINAL BOULDER 4. FINISH GRADE PLACEMENT ON SITE (gSTOIEJt �i ) PLACEMENT ON SITE C. BOULDER PLACEMENT TO OCCUR TEXTURE T1-SMOOTH E EXPOSED FINK)iij, SURFACE o C. BOULDER PLACEMENT TO OCCUR PRIOR TO D.G. PLACEMENT, U U PRIOR TO D.G. PLACEMENT, IRRIGATION, AND PLANTING E CONTRACTOR 1 Cr MOUND D.G., IN a TREE PER PLAN IRRIGATION, AND PLANTING INSTALLATION UP AGAINST C'13E TO CREATE INSTALLATION A SMOOTH INVERTED CURVE, \ THE AFFECT Cl- THE CUBE \> COMING UP OUT OF THE 2-10'x2" LODGE POLE TREE STAKE GROUND. YF;,AL ALLL o E E SIDES.-- 0 24" PRESSURE TREATED-TRIM TOP OF APPROXIMATE EXISTING GRADE OF SLOPE z z¢ STAKE TO AVOID CONTACT WITH 18' T_ i TREE TRUNK 1 - 24• 15 1 2 , ' DEEP COMPACTED AND !r J c- 3` ;ABILIZED D.G. MULCH �"' 0 ! TREE TIE - 4 CINCH TIES PER TREE \ 2 �—I— 1/3 OF BOULDER TO BE EXPOSED 10 1 4" =`E o , " FINISH GRADE a — 1 T `� 3 4 I 3" u l / EXCAVATE ENOUGH OF A PIT TO PLACE I I=::!;: ::• :( (�I=I I �/ 2/3 OF BOULDER WEIGHT AGAINST SLOPE U \/ / \/\//\//\� m UNDISTURBED NATIVE SOIL — - I= v / 3" //%/ ///��/ //j ij'i//////////// ////�j�/////�\�/�\�/\�/\�// ' ' '�� //�\/�/\/�%\�/\�%\/// %\/�\�%://.\. < 0 12" MIN I_' III—III �— _ i--I' -� __ 6 TYP TlruRE: T-5 r Q _II III=1I1=III 1=III— _—__ = TYP Co.:,RACTED NATIVE � V � I— UNDISTURBED NATIVE SOIL OF HILLSIDE p� � PLACE STAKES NEXT TO, BUT NOT IN, _ I—I i iI M I= ! = ELEVATION "�l" & "B" VIEW 3 ROOT BALL III -I i = I— I ! \TS J ' z o 3 I - ,+f ( ry < NOTE: STAKE ONLY IF NEEDED . w w U) z Z Z � W Q�' W a� D TREE STAKING E BOULDER INSTALLATION F BOULDER SLOPE INSTALLATION �"" ® � z Z5W \/J z ' O TEXTURE: T1 SMOOTH Z LL ® G W CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING CUBES. DIMENSIONS FOR SURFACE CONTRACTOR TO REFERENCE QUICK CRETE QUOTE NUMBER 0090095 WHEN ORDERING CUBES. DIMENSIONS FOR SURFACE E co FINISHES TO BE PER PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. FINISHES TO BE PER PLAN. COORDINATE AND VERIFY W/ QUICK CRETE. p/� s E E 1 Z) LU Lo Z 24" APROX. WT. 1 500 Lbs. 24. 24" APROX� 1 OMW�200 MM obs�) I o I U) - (CUSfOM TO OFTW F M Mw Lba) `—24' 15 1 2" 'a �l ® r- TEXTURE: E - EXPOSED FINISHED SURFACE TEXTURE: E EXPOSED FINISHED SURFACE T1-SMOOTH '10 1 4" �"w E, t- T1-SMOOTH E TEXTURE: TEXTURE: _-- o CONTRACTOR TO MOUND D.G., \ \ \ \ E Tl-SMOOTH T1-SMOOTH uj CONTRACTOR TO MOUND D.G., IN E i / / A SMOOTH INVERTED CURVE, SMOOTH INVERTED UBE CURVE, E \� UP AGAINGT CUBE TO CREATE \ \ " \ UPAGAINGT OCREATE THE AFFECT OF THE CUBE \�i\ \\//\\/�\\/�� \�\/\//\/\ \/\/ E THE AFFECT OF THE CUBE E COMING UP OUT OF THE ,.� %// / /j ANDS COMING UP OUT OF THE \i \ �i\ TEXTURE: T-5 F T GROUND. TYPICAL ALL /\/ /�\�\/\/ ' 24" E SIDES.ND. TYPICAL ALL E E E SIDES. E E tg`�P�� T gU,� } /� 10/10 y 0 30" 18 1 2 18 24" 15 1 2" 3" DEEP COMPACTED AI SIDE "C t "D" VIEW ex . 3 >_ 3" DEEP COMPACTED AND 13 1 4" STABILIZED D.G. MULCH 15 1 2" NTS signature 3- STABILIZED D.G. MULCH 10 1 4" 1 1 4" * 3 2 * z 18 1 2" 3 6 1314 - 09 ae " 3 _....... .......... ... . . _ ........, .. , . . ✓ / / / / / .. ., :. : . ..- // / / / / / /�// // / // / �/. /\ \/ /\/ /�\/\/\ ,/• /\/\/\/\ OF CANE S1\ /� /y\/ �\i_ \ \ V\ \i\\ice y\i\ , .\ \ ✓/� � /, /���i y\i / TYP .\\�.�li• r r\/i�i�i TYP //\// //\ � / / / ,\\,\ /\\ \ \/�\ \/ TEXTURE: T-5 \/\ \/i\/\j� w \,�\\, \/\/ \� /\/ ,\ \\\ TEXTURE: T-5 6" /, ��//� // %/� TEXTURE: T-5 Lwd oAm� BY w \ \�\� TEXTURE: T-5 �/ / � TYP OMPACTED NATIVE TYp COMPACTED NATIVE JS ELEVATION "A" & "B" VIEW SIDE "C" & "Do' VIEW Z ELEVATION "A" & "B" VIEW SIDE C & D VIEW °�IG�`-° NTS NTS NTc CR c.� NTS CHECKED BY UJI STS c=, DAFE ¢ a w 3/27/09 JOB NO. V) 0 08--530 g SCALE m p. N/A rn UNDERGROUND SERVICE ALERT SH' T 4� \ CALL: TOLL FREE M 1-(800) 7 m 22'-26°°M WORKM DAYS BEFORE YOU DIG G 24"x 30" SEATING CUBE H 24"x 24" SEATING CUBE 1 24"x 60" S ,4�TI _ CUBE i