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Home My WebLink AboutPalm Desert Business Center - 1_1 CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Y 0 � cn Z U G O I— Z k w o w U Z w 0 U r�N S CEN 3 1 tzs o LLI U I 2 0 00 RT BU TER I=JALM DESr, __ aof - o pp o0 ¢ N a-, d w LLJ af 34250 LEILANI WAY , BLDG . A G pw u `"DD. U 1 C) C+ Z , LLJ PALM CALIFORNIA DESERT , 0 i 2 Ld G o v E v , o � > t _ 0 0 � � N � v I � U do vn 'o u f Z a- DATA OWNER SHEET INDEX w ABBREVIATIONS GENERAL NOTES PROJECTN� O E ¢ m N t0 r � Ov Z 0 ro 00 GENERAL NOTES BUILDING DEPARTMENT: CITY OF PALM DESERT PACIFIC POINTE PARTNERS, INC. N (nM @ AT NIC NOT IN CONTRACT • VISIT SITE PRIOR TO SUBMITTING BIDS. CENTERLINE NTS NOT TO SCALE 00 SITE DATA: °` ~ " # NUMBER O.C. ON CENTER 3636 BIRCH STREET, SUITE 260 JOHN R. SALMON LANDSCAPE w 00 A.C. ASPHALTIC CONCRETE O.D. OUTSIDE DIAMETER • VERIFY ALL EXIS I ING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE LOT: 285,793 S.F. (6.56 ACRES) NEWPORT BEACH, CA 92660 PH: 949 724-9990 14 SHEETS) w M, __ B.C. BOTTOM Of CURB P.L. PRC11'[-R I Y I INE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM BUILDING AREA: 68,101 S.F. FAX 949 724-9991 CIF CUBIC FOOT P.A. PLANTER AREA THOSE SHOWN ON PLAN. BUILDING COVERAGE: 23.8 % L1.0 LANDSCAPE COVER SHEET zo _�� C��w CLR CLEAR R. RISER CONC CONCRETE RAID RADIUS • D NOT SCALE DRAWINGS. LANDSCAPE AREA: 71,147 S.F. L1.1 LANDSCAPE CONSTRUCTION PLAN a o�� O O L1.2 LANDSCAPE CONSTRUCTION PLAN CTR CENTER REF REFERENCE LANDSCAPE COVERAGE: 24.9 % L2.1 LANDSCAPE CONSTRUCTION PLAN ENLARGEMENTS & DETAILS CC�a DIA DIAMETER REV REVISION • ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST PAVED AREA: 146,505 S.F. L3.1 LANDSCAPE IRRIGATION PLAN DIM DIMENSION SHT SHEET BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PAVED COVERAGE: 51.3 % L3.2 LANDSCAPE IRRIGATION PLAN m DWG DRAWING SPEC SPECIFICATION GENERAL CONTRACTOR PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS L4.1 LANDSCAPE IRRIGATION LEGEND AND DETAILS J E.J. EXPANSION JOINT SF SQUARE FOOT L4.2 LANDSCAPE IRRIGATION DETAILS ENG ENGINEER SQ SQUARE AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO PARKING REQUIRED: 227 STALLS N EQ EQUAL S.S. STAINLESS STEEL BRING TO THE ATTENTION OF THE ARCHI IECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE OFFICE: 1 STALL�300 S.F. = 227 STALLS L5.1 LANDSCAPE PLANTING PLAN EW EACH WAY STD STANDARD REQUIREMENTS OF THE CODE AND THE DRAWINGS. L5.1 LANDSCAPE PLANTING PLAN o FIN FINISH STL STEEL L6.1 LANDSCAPE PLANTING DETAILS ¢ PARKING PROVIDED: 272 STALLS N GA GAUGE T TREAD • REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE FULLM ER L7.1 LANDSCAPE SPECIFICATIONS o GALV GALVANIZED T.C. TOP OF CURB APPLICATION OF SUCH DETAIL OR DRAWINGS. ACCESSIBLE L7.2 LANDSCAPE SPECIFICATIONS N HORIZ HORIZONTAL T.G. TOP OF GRATE PARKING PROVIDED: 15 STALLS L7.3 LANDSCAPE SPECIFICATIONS w HT HEIGHT T.S. TOP OF STEP • DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS 1725 SOUTH GROVE AVENUE BRAD ANDERSON LIJ I.D. INSIDE DIAMETER THK THICKNESS o Q INCL INCLUDING T.W. TOP OF WALL SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS ASSESSOR'S PARCEL NO,: 653-250-039 ONTARIO, CA 91761 PH: (947) 947-9467 MAX MAXIMUM TYP TYPICAL SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FAX: (909) 923-7476 ow z (D Z MFR MANUFACTURER VERT VERTICAL FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN APPLICANT/CONTACT PERSON: J MH MANHOLE W/ WITH DISCREPANCIES. ANDREW ZURTUCHE, PROJECT MANAGER ¢ U � o0 MIN MINIMUM W.1. WROUGHT IRON WARE MALCOMB � MISC MISCELLANEOUS WT WEIGHT • RAL NTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND NCN NO COMMON NAME GENE CO 10 EDELMAN SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. IRVINE, CA 92618 0 PHONE: 949 660-9128 W W Q O ARCHITECT 0 w Q • THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS FAX: (949) 863-1581 w OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE w FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. L CL OBSERVATIONS VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS WARE MALCOMB C0 w Q W ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE J z W W GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS 10 EDELMAN ANDREW ZURTUCHE J ¢ _ 0 ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED IRVINE, CA 92618 PH: (949) 660-9128 J INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED FAX: (949) 863-1581 z J O C BY THE ARCHITECT AND HIS ENGINEERS,WHETHER OF MATERIAL OR WORK,AND WHETHER LANDSCAPE TABULATIONS o PERFORMED TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH Z o0. m CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL -TOTAL SITE LANDSCAPING PROVIDED: Z M CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF TOTAL SITE: 285,793 S.F.(6.6 AC) CONSTRUCTION. LANDSCAPE: 71,147 S.F. S.F. (1.6 AC.) OWNER'S CONSULTANTS • A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION - PARKING LOT TREES m CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. REQUIRED: 1 PER 3 STALLS 0 211 STALLS /3 = 70 TREES REQUIRED CIVIL ENGINEER 0 F� • MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE PROVIDED: 104 TREES w REGULATIONS. INDICATES PARKING LOT TREE HACKER ENGINEERING, INC. MARK CHAPPELL P.E. �� r • THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS CITY STANDARD: 68487 HIGHWAY 111, SUITE 43 PH. 760 20Z-1800 7 AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL 1 MEDIUM OR LARGE TREE FOR EVERY 3 STALLS CATHERAL CITY, CA 92234 FAX 760 202-8267 , BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. E TECHNICAL ENGINEER Z fat • THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR G 0 w M Uj EQUIPMENT SUPPLIED BY THE OWNER. SLADDEN ENGINEERING BRETT ANDERSON Cr Cr • PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 LEGAL DESCRIPTION 39-725 GARAND LANE, SUITE G PH: 760 772-3893 AND AS REQUIRED BY THE UNIFORM BUILDING CODE 1991 EDITION. PARCEL 31 OF PARCEL. MAP NUMBER 24255 BEING A SUBDIVISION OF A PALM DESERT, CA 92211 FAX: (760) 772-3895 } m PORTION OF THE NORTH ONE-HALF OF SECTION 29, TOWNSHIP 4 SOUTH, • IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES RANGE 6 EAST, SAN BERNARDINO MERIDIAN. U WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL w o CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 3 ¢ co • PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE VICINITY MAP Y M m ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, f- V) o � PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. w • VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. • IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER ARCHITECT'S CONSULTANTS w / DETAILS,AND DETAILS TAKE PRECEDENCE OVER PLANS. � W .�7 Y. w W • SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. SITE FRS r'� ? _7! 7F t r -1 m = � ANY CHANGES TO THE APPROVED FINAL PLAN MUST BE RESUBMITTED TO CITY FOR APPROVAL rgTF 7D STRUCTURAL C. [.,: ttiJ. /0A ',�k0 i��%i�4 F��Z"M Z � � N PRIOR TO INSTALL. Q ao > NELSON CONSULTING THOMAS S. NIELSON, S.E. I �, Q W o i • THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT ¢ NELSON L RESEARCH DRIVE CONSULTING 200 PH: 949 752-2070 ` �' ' r L,.,� _ rI DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS o Ili O/�,9 IRVINE, CA 92618 FAX: (949 752-2071 ! er,c w7>:r� N NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. w 'S' __. __ z 0 • REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS,WALKS, PLANTING w ��Q� �F� N LANDSCAPE ARCHITECT o W o WALLS, ETC.AT NO ADDITIONAL COST TO THE OWNER. ¢ APPROVED 01- RIDGE LANDSCAPE ARCHITECTS TONY ESCARIO Ja o U I PH: �949� 387 1323 FIMAL LANDSCAPE PACKAGE � Q " J CD • LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS,VENTS, HYDRANTS, 8841 RESEARCH DR, SUITE 200 ¢ FAX 949 387-1303 w U � cn � w w O 35TH AVE NO SCALE IRVINE, CA 92618 2af,04 TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY DATE._,_ 61F a (n co z F- � Q SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. - - -LANDSCAPE MANAGER , 0 0 g M o ? M = v' m CV MECHANICAL & PLUMBING ENGINEER � z E, 0 E, (, (, Z � o0 • PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR = Q o r EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. SITE MAP RON BRICK .: o J U U 0 U 0 � 0 KMA CONSULTING 125 E. BAKER STREET STE. 260 PH: (714) 662-7355 /' } _ _ _ _ _ _ ~ FAX: (714) 662-7328i r o �' " � o " �' • NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK COSTA MESA, CA 92626 U a za o za a a z a ELECTRICAL ENGINEER 6, � Of o a 0 a a 0 0 I o0000000 W N N N N C-4 N N " � H \ \\ \ OMB ELECTRICAL ENGINEERS, INC. VICTOR BECERRA o Q do � � C° CN tO � Q PH: (949) 753-1553 0- N N � rn m co r � . 8825 RESEARCH DR. � o 0 0 0 0 0 0 $ FAX: (949) 753-1992 These plans have been reviewed*b the Coachella Valle Water District in accordance with w sy IRVINE, CA 92618 p y y 01F the Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section 65597 et seq. requiring e efficient landscape irrigation design in cooperation with the local governing agency(City or a G F y). Count NOTE `Approval of this drawing by CVWD Staff does not constitute approval to encroach into Z PA/PM: A. ZERTUCHE UNDERGROUND SERVICE CITY OF PALM DESERT REQUIRES LANDSCAPE ARCHITECT TO SIGN s e Y .. district and USBR right-of-way.Trees, plants,walls and permanent structures of any kind may F C� o a a F OFF ON PLANT PLACEMENT AND OVERALL JOB CONFIRMING, THAT ° not be planted or installed in CVWD and USER easements or right-of-way without first �O DRAWN BY: SWK W ALERT obtaining an encroachment permit from CVWD. THE INSTALLATION HAS MET THE DESIGN INTENT. y g � G� CALL: TOLL FREE sy° \Jj �°FCL o w JOB NO.: 051— 6-00 N Q t f¢ _ 1-800-422-4133 r {tw 9 ; f � ,Y � a James J. Ridge � Date Q Q SHEET ✓ U m 4l Lic 809 J �lf 1 E t;{ c� Water Management Supervisor TWO WORKING DAYS BEFORE YOU DIG U 1 F. �.I"f,. 'E'::, N ig ture Q � �:�, �f M' .N �� 07/ate) Q, Development Services Supervisor o oE�� y) (Date) �[� ■ 7 w o w. NO SCALE F OF CALF � _______- CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. cu } ° Q o 04 z w\ CONSTRUCTION LEGEND O W z Lu \ O CONSTRUCT CONCRETE PAVING PER DETAIL B, SHEET L2.1 2 CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.1 0 W O CONSTRUCT CONCRETE EXPANSION JOINT PER DETAIL A, SHEET L2.1 o OCONSTRUCT CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2.1 0 00 O CONSTRUCT H.C. RAMP AT PARKING LOT PER DETAIL D, SHEET L2.1 °- m ni O INSTALL DECOMPOSED GRANITE, PER MANUFACTURER RECOMMENDATION v00 O7 INSTALL BOULDER PER DETAIL E, SHEET L2.1Lu \ THE FOLLOWING ITEMS FOR REFERENCE ONLY: 3 \ O CONCRETE CURB PER CIVIL ENGINEER'S SHEETS w C; OPARKING LOT STRIPING PER ARCHITECT'S SHEETS o © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS z wo w a.•®. „ ; \ O 0"CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS H.C. RAMP PER CIVIL ENGINEER'S SHEETS HC STRIPING AND PATHWAY CIVIL ENGINEER'S SHEETS TRASH ENCLOSURE PER ARCHITECT'S SHEETS w m . �'', ji '�� • �' O BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS J M STREET AND PARKING LOT LIGHTS PER LIGHTING ENGINEERS SHEETS +- b / P� a' •� :, �/ ,Ad''' "' O DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS CL ' • • .. O TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS H ix cn r \ LL WATER METERS PER CIVIL ENGINEER'S SHEETS 8 1 A « X. FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS / 2 B SIDEWALK PER CIVIL ENGINEER'S SHEETS 4 :1 4 i \ O _ �' ` ' \ m Z � ,• t. 3 \ , Y OQ BOLLARDS PER LIGHTING ENGINEER'S SHEETS ui o B C 1 h \ \ CARPORT PER ARCHITECT'S SHEETS W �� ^ '`•\� ' �, © CONCRETE STEPS AND HANDRAIL PER CIVIL ENGINEER'S SHEETS 8 oQ� ,y • ` '� \ -Z ® RETAINING WALL PER CIVIL ENGINEERS SHEETS MATERIAL LEGEND M B D SYMBOL DESCRIPTION INTEGRAL COLOR• ~ ' •' • cn �\` y':. tiL ';., 7 E MEDIUM RETARDANT OF N SH NCRETESAW--GOUT GR D PER PLAN z *. / D 6 ' ,A ' a A cn Auk E 7 a C 1 v NATURAL COLOR CONCRETE -LIGHT BROOM FINISH- _o • P�1 N BRUSH PERPENDICULAR TO BAND EDGE N 3 A W ;r 4 N J �,-'•, - NATURAL COLOR CONCRETE -MEDIUM BROOM FINISH- (n A4F BRUSH PERPENDICULAR TO WALK EDGE o UI-1 0 Z' . f: ` .• \ D DECOMPOSED GRANITE-KRC ROCK w J G { •� A •:,, NEW CALIFORNIA GOLD 3/8"MINUS, 11%-2"THICK AFTER COMPACTION m UL A �a J v A \ SYMBOL DESCRIPTION QUANTITY Lu z Q C�J♦ /3P,p. M p� P,9 B (� BOULDER - KRC ROCK 0 --2'x 2' 65 W �/ '�/ ` C «••', 5 ®� a COLOR: BAJA CRESTA BLONDE w . 2 • .y FINAL SELECTION &PLACEMENT TO ® -- 3,x 4� 62 Z • .:� /� • "�' �, ,� �, BE COORDINATED w/THE LANDSCAPE ®--4 x 5 38 � 0 u..' Q W \ ARCHITECT J z J U) '. / r• �' �' GRADING & DRAINAGE NOTES N 2 — Lu ,. A;. ' A CROSS SLOPE OF SIDEWALK TO BE A MAX OF 2% 0 0 PA \ Lb PA B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE w N s m � a • 5 / FAA MD 6 AWAY FROM BUILDING. ES:. , \ E P B E 7 �' ® C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. ~per E 7 �• • ®D / �' a ' . ;` ,� \,:: . D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM - _ AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. ad \ D 6 SYMBOL LEGEND Ab •`\ ------- � EXPANSION JOINT ,,LI E 7 �s -pow pow- LIMIT OF WORK 3 B SAWCUT JOINT M D g .\ \ ------- \ *\ PROPERTY LINE F- \ Lu Z P.A. PLANTER AREA • • A4 6 p + - • A �, ry \ D 6 / F.O.B. FACE OF BUILDING / RA \ �� F.O.C. FACE OF CURB } 3 y / NOTE: X �® H ': / / THESE PLANS CONFORM TO ALL FEDERAL AND STATE W I HANDICAP ACCESSIBILITY REGULATION P / w t• • E 7 m \ / PA O •' FOR BLDG C&D z z 4 d'• / D G ENTRY ENLARGEMENT \ °+ PLAN SEE SHEET L2.1 / / o 0 E 7 +� 3 / w cn N 4 �. ,A / z a pwp O cD • 0 A � R , / 7 E C 1 / / F- o • C O \ / / J o it •,/• - ', « . 0 •� / J O L 9 0 MAT�yv � °` ® F Pit / / Q � � Wm N SFF s A A / w FFT ` at / ]C X Y Y ]e O Y D z • (n U (n fn N � '. 2 KEY MAP o y W___............ _ ._... \ / Z Ww WwW � w ti Qom_ O UUwUUU � U 0 S 2 O o = r o SCALE: N.T.S. 1 A FOR LANDSCAPE CONSTRUCTION DETAILS, SEE SHEET L6.1 o J J J -i J J o 2 B MATCHLINE -SEE SHEET L1.2 FOR LANDSCAPE SPECIFICATIONS, SEE SHEET L7.1-L7.3 Q 0- 0- m a a a U a : 000 o 0 0 0 0 W H N N`N N N N N O O O O O O O O 0_ g sy � Of O N N N M N N P O ` Q t� � v- "a Cf tO 7 Q CL N N N ct L0 cD t0 n w Co O O 00 O O P: L O U Q W ~ cn PA/PM: A. ZERTUCHE CID z O (n m o/y"y O v DRAWN BY: SWK TE W UNDERGROUND SERVICE syoR o ALERT F � JOBNO.: 051 ' X111 o W �A CALL: TOLL FREE, z o E BLS. �� P > ' a James J. Ridge z S 1-800-422-4133 SCALE 1 = 20 Lla. #2so9 � � N � � <��,6 = TWO WORKING DAYS BEFORE YOU DIG Sig atu C) 3:: p' U J,� 07l18/06 Q• z loeyJ, (Date) �` c� 90 10 20 40 60 F of CA��F L 1 W J i CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. \ - Y \ z u ° / a u _ wLd 0 u �'' •" °° z LLJ 0 Ld f • w / PA, 7 E ~ �•.• :/�• � w 4.4 N o 00 / R ` M o / A TC p' „ w v ai , A H��HE, � B � \• U v dt of 0 Q' �. / �: / // I � •tea �® � 1 FOR BLDG C$D / - SPLLJ '; J / A •.` ENTRY ENLARGEMENT MATCHLINE-SEE SHEET L1.1 •:1 4, / PLAN SEE SHEET L2.1 �1 / °� m �, o uj pfq :*� m v � � 00 0 a � 3 •.. D W t, •' . ..• f�. .,,' •.• a V) l B _ A. f / _ H _f' 1 f ZZ / Q f` f\ n / I 2 B n ao D J : All •:: O• it _ , �' v i 4 c'a rn P 5 z •t •t ti A / PA• 0 t- D 1 4 s t 1 A f f. , ui 6 W to tz:y , W 2 B / k•{ µ E 7 t J 3 r• •.f •� •t Q•r .� A Q 4 t •a I - t V 1 :� t _ fr; Fi. I •, W 6 • •.i i — �i 4 3 N N f P •P 0 : f 5 q. 3 r W I ,• Z L.L / � y 5 A _ " J .e' t.• J I W t N 4. D 4 1 • cf: •I r •. 1 t ,• • • .1 't'' 8 L f( • r Q' •• t W Y v { i r �•: m 5 7 E I f .. PA• A 'r r C f •P F L J • • _ 4 • i l J ;f i .. t PA 6 D 2 A i •e' y y N 5 •I P^ D I B A a 2 /�•. ! I J C 4 d 7 E rw B y 3 3 6 D 1 C I I ' 61 cn , { W ui ' 5 6 FOR BLDG. G ENTRY$ Q 3 .• o Q i I f 4 i • I •• �•, a.FC. _ , •® / PATIO ENLAR EMENT .a� H —O G \ PLAN SEE SHEET L2.1 ., �.' .; L Q¢ Esc. �•... i Q D 6 - \ 4 \ o { I I BLD r. . F .. .. , _ I BLiDG . ®: ^. •', Cn Cn �• 1 B 2 - 6 D � ,• �, ,, PA w • PA , •� •.PA � �i 7 W 4 J .• C 1 i o W Q W • ; I R .• .. to a 1'-6" ••P=A' FOR BLD F ENTRY$ W P co • y. J En 3 I I I I 7YP PATIO E RGEMENT /�� B J • r / '• PLAN SE SHEET L2.1 / , I z tttttttJ o > • / O ' 7 E / cn u J f H w N t 7 E K 2 B 3 B 2 6 D 7 E cd A J — — — — — — — YA Ld .I .p / —w. — / — — — — — — - - — — - - — — 7 ; B .� �` / z W G A fi D J C P M ^` / j J / m X W Y CONSTRUCTION LEGEND MATERIAL LEGEND 3 ¢ W � SYMBOL DESCRIPTION m O CONSTRUCT CONCRETE PAVING PER DETAIL B, SHEET L2.1 F INTEGRAL COLOR CONCRETE-COLOR: TBA L w O CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.1 MEDIUM RETARDANT FINISH -SAW-CUT GRID PER PLAN } Z ¢ U OCONSTRUCT CONCRETE EXPANSION JOINT PER DETAIL A, SHEET L2.1 0 J NATURAL COLOR CONCRETE -LIGHT BROOM FINISH- a O CONSTRUCT CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2.1 BRUSH PERPENDICULAR TO BAND EDGE o z Li ¢ N Z J M fl OCONSTRUCT H.C. RAMP AT PARKING LOT PER DETAIL D, SHEET L2.1 NATURAL COLOR CONCRETE - MEDIUM BROOM FINISH- 0°uj O o 6 INSTALL DECOMPOSED GRANITE PER MANUFACTURER 1 BRUSH PERPENDICULAR TO WALK EDGE o I w U ACTURER RECOMMENDATION z V Q � O INSTALL BOULDER PER DETAIL E, SHEET L2.1 = DECOMPOSED GRANITE-KRC ROCK = THE FOLLOWING ITEMS FOR REFERENCE ONLY: D NEW CALIFORNIA GOLD 3/8"MINUS, 11% -2"THICK AFTER COMPACTION rn 0 z OA CONCRETE CURB PER CIVIL ENGINEER'S SHEETS SYMBOL DESCRIPTION QUANTITY m Z o m O PARKING LOT STRIPING PER ARCHITECT'S SHEETS o O 0 0 ® BOULDER - KRC ROCK db 2'x 2' 65 ¢ (,.� 00 I © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS � Eg COLOR: BAJA CRESTA BLONDE ® --Tx 4' 62 W v Q CO FINAL SELECTION$ PLACEMENT TO ® 4'x 5' 38 a acn a a a c) BE COORDINATED w/THE LANDSCAPE D 0"CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS ARCHITECT 3 Q w m OH.C. RAMP PER CIVIL ENGINEER'S SHEETS o U m o m m m cwn w N F HC STRIPING AND PATHWAY CIVIL ENGINEER'S SHEETS GRADING & DRAINAGE NOTES U � " N ch N o � °r° KEY MAP O A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. w w w w w cF� w © TRASH ENCLOSURE PER ARCHITECT'S SHEETS o Q w O SCALE. N.T.S. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE 0 z z z z z N z FOR LANDSCAPE CONSTRUCTION DETAILS , SEE SHEET L2.1 J ¢ ¢ o ¢ ¢ ¢ z ¢ O BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS AWAY FROM BUILDING. FOR LANDSCAPE SPECIFICATIONS, SEE SHEET L7.1-L7.3 z a a m a a a o a I C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. Lo w co co co w w ° STREET AND PARKING LOT LIGHTS PER LIGHTING ENGINEER'S SHEETS � 00000000 V 29ti W N N N N N N N N D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM w \ �P �� syo O DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. 0 as o N N N M N N Q \ \ �r o OK TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS w N o 0 0 0 0 0 0 4 -y SYMBOL LEGEND WATER METERS PER CIVIL ENGINEER'S SHEETSbi v ------- EXPANSION JOINT ¢ m O FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS I�- a��. -LOw LOw- LIMIT OF WORK CC) z PA/PM: A. ZERTUCHE m N SIDEWALK PER CIVIL ENGINEER'S SHEETS ' DRAWN BY: SWK TE UNDERGROUND SERVICE O SAWCUT JOINT W 0 --—--- PROPERTY LINE N m : :�.•::;�:••• .:�:�:::rs:.�:�:�:': -..:.�:.�:::.�•:.�''�''';'`:�•. :�:'. ..•.:::-:�: �. Q BOLLARDS PER LIGHTING ENGINEER'S - LL :: ••;:•: ... ALERT S *k . :.. :.: : . . . .. ':;:::..`::..:::: ':.::.`'.`.:... F w JOB NO.: 051 -00 ®, CALL: TOLL FREE CARPORT PER ARCHITECTS SHEET P.A. PLANTER AREA Z c Y 3 G t ::.a. . �L L7 C3 V E . .:: ...... t t James J. Ridge ............... :;; ;:: :` :: ::::::: �P 1_ _ _ Q CONCRETE STEPS AND HANDRAIL PER CIVIL ENGINEER'S SHEETS F.O.B. FACE OF BUILDING SCALE 1 = 20 a z J a SHEE 800 422 4133 F.O.C. FACE OF CURB N �ry �8 _ o .7 V ,P RETAINING WALL PER CIVIL ENGINEER'S z 6 TWO WORKING DAYS BEFORE YOU DIG R G C G EERS SHEETS Sign ure - .:: .::- O 0 3 NOTE: �!y (Datte)6 �` wL Z o THESE PLANS CONFORM TO ALL FEDERAL AND STATE p ZO 4O F)O ,' CA�•�F� w Q / HANDICAP ACCESSIBILITY REGULATION U w J CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. e d O e I I a CONSTRUCTION NOTES: 1 2 LEGEND: ¢LL_ 5 ru .° a. '� bo C 1 a ° � ° ° a :I 1. 1/8" RADIUS EDGE w `� A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. z I D 6 B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF * 2. PAVING FINISH SURFACE PER PLAN U O THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL E 7 �A AT PLANTING AREAS AND RAISED PLANTERS. a ° w -- - ° -- _ __ -- - _ JOINT FILLER PER SPECIFICATIONS - - --- -- - __ /� ° ¢° C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO m I 4 �r' / CONSTRUCTION LEGEND COMMENCING WORK. A. CONTROL JOINT(SCORELINE) 4. BACKER ROD PER SPECIFICATIONS u g D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS,WALKS, �■■� A 1 O CONSTRUCT CONCRETE PAVING PER DETAIL B, SHEET L2.1 PLANTING, WALLS, ETC.AT NO ADDITIONAL COST TO THE OWNER. 5. TWO-PART POLYURETHANE SEALANT o I ^� Z I E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE 4 1 5 3 PER SPECIFICATIONS B 2 CONSTRUCT CONCRETE BAND PER DETAIL C �- SHEET L2.1 O PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY 6. 1/2" DIA. X 12" LONG STEEL DOWEL I ir CONSTRUCT CONCRETE EXPANSION JOINT PER DETAIL A SHEET L2.1 SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. Lo 2 6 @ 24"O.C., PAPER WRAP ONE END 00 � O , F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND m cr; �' : • : I O CONSTRUCT CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2.1 ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED v 00 0�0 DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF ¢ N CONSTRUCT H.C. RAMP AT PARKING LOT PER DETAIL D, SHEET L2.1 THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS a a O DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. NOTES: ui m 00 INSTALL DECOMPOSED GRANITE, PER MANUFACTURER RECOMMENDATION G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT 3 c ai ° Z THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND B. EXPANSION JOINT A. LOCATE JOINTS PER SPECIFICATIONS w Q �A O INSTALL BOULDER PER DETAIL E, SHEET L2.1 ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. O $ d I UNLESS OTHERWISE INDICATED ON PLAN w v v ./+ d d 3 Dc �, d< Q ° THE FOLLOWING ITEMS FOR REFERENCE ONLY: H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE,AMERICANS WITH F v �' ]° E e° DISABILITIES ACT,AND WITH OTHER CURRENT RULES, REGULATIONS AND 1 5 2 B. SEALANT COLOR TO MATCH ADJACENT z a 4 ° O CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE PAVING d C ui REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE ° d d 4 . 1 ed PARKING LOT STRIPING PER ARCHITECT'S SHEETS RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO p d 44 BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS ~ I © ° 3/4" IF PAVING LESS THAN 4"THICK = tz ° ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 4 e d °. ° d 1" IF PAVING 4"THICK OR GREATER U 0 I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS,VENTS, c ' ° ° D 0"CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS HYDRANTS,TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE LANDSCAPE m �6•� d° 8 ° O ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH y u J D 6. c A: E H.C. RAMP PER CIVIL ENGINEERS SHEETS C. COLD JOINT m v I THE PROPER EXECUTION OF WORK. v 9 t c A l A i ° e a, e O HC STRIPING AND PATHWAY CIVIL ENGINEER'S SHEETS 1 I4 4 �° °� d �•, J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL Q p 8C ° TRASH ENCLOSURE PER ARCHITECT'S SHEETS ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING A CONCRETE JOINTS NOT TO SCALE B 2 / �G 4 Q� 4 �O O REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT D O BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE a I ° , O PRECEDENCE. m 6 STREET AND PARKING LOT LIGHTS PER LIGHTING ENGINEER'S SHEETS U ' K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER o S Q. N � DASHED LINE INDICATES . C S EMERGENCY VEHI 5CLE ACCESS LIMITS AND TIMELY PLACEMENT OC NT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION >- UNDER OR THROUGH LANDSCAPE ELEMENTS. Q I I O TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS 00 L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE �_ o S ^° m �+ m rn APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON 1 5 `� WATER METERS PER CIVIL ENGINEER'S SHEETS z n SITE. a I. A. e ° OM FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS M. DO NOT SCALE DRAWINGS. W4 2 3 w , N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO WdH N SIDEWALK PER CIVIL ENGINEER'S SHEETS Lu CA - BLDG. C & D ENTRY THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO O BOLLARDS PER LIGHTING ENGINEER'S SHEETS DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. o oN� ENLARGEMENT PLAN O CARPORT PER ARCHITECT'S SHEETS O. PROVIDE A 4'X4'SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. CONCRETE STEPS AND HANDRAIL PER CIVIL ENGINEER'S SHEETS REFER TO SPECIFICATIONS. 11 11 I -I I (= m P WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS " -� H w O RETAINING WALL PER CIVIL ENGINEER'S SHEETS AND 2" IN GROUND COVER/SHRUB AREAS UNLESS OTHERWISE INDICATED. MIN. .3 _ cn MATERIAL LEGEND Q. OTHERWISE INDICATED.O NOT EXCEED A SLOPE OF 20:1 (5%GRADIENT)UNLESS 4 Z SYMBOL DESCRIPTION R. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. LEGEND: o INTEGRAL COLOR CONCRETE-COLOR:TBA cn FAMEDIUM RETARDANT FINISH -SAW-CUT GRID PER PLAN S. HOLD FINISH GRADE A MINIMUM OF 6"BELOW FINISH FLOOR UNLESS OTHERWISE 1. CONCRETE PAVING-REFER TO CONSTRUCTION PLAN FOR z COLOR AND FINISH w INDICATED. ui 2. 6X6/10X10 WWM o C6 Q T. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, 3. FINISH GRADE o ,n Z NATURAL COLOR CONCRETE -LIGHT BROOM FINISH- V FBI BRUSH PERPENDICULAR TO BAND EDGE TRIM, SMOOTH AND UNIFORM. 4. 90%COMPACTED SUBGRADE -VERIFY W/SOIL ENGINEER'S REPORT ¢ z U. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 5. 1/4"TOOLED RADIUS ,• @ 28 DAYS, UNLESS OTHERWISE INDICATED. w m LL NATURAL COLOR CONCRETE -MEDIUM BROOM FINISH - O � - BRUSH PERPENDICULAR TO WALK EDGE V. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES,AND INSTRUCTION MANUALS FOR EQUIPMENT,APPLIANCES, FIXTURES, ETC.AS DESCRIBED IN THE U W Q _ SPECIFICATIONS. z r , w V .�, � DECOMPOSED GRANITE-KRC ROCK m f D NEW CALIFORNIA GOLD 3/8"MINUS, 11%-2"THICK AFTER COMPACTION PA P ` 4 e W W U) - oc I SYMBOL DESCRIPTION QUANTITY Y Q W Q W A l B CONCRETE NOT ~ J to �6 ®(�j E BOULDER-KRC ROCK 0 --2'x 2' 65 C PAVING O TO SCALE a z - W I ZYp I "0 COLOR: BAJA CRESTA BLONDE ® --T x 4' 62 = W FINAL SELECTION & PLACEMENT TO cn I / • : I BE COORDINATED w/THE LANDSCAPE ®--4 x 5 38 J ARCHITECT m O - DIAMETER PER PLAN � � C 1 w N J ee GRADING & DRAINAGE NOTES " " o 12 -18 M r PA I A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. z IB I B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. 3 m C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. 3 O = 1 2 0 1 WW A I D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM 4- , 4 5 AS INDICATED ON CIVIL ENGINEERS DRAWINGS. - - - w PA SYMBOL LEGEND a ° III=III=III- 3 e9 ° d ° 44 I ------- EXPANSION JOINT a _ E 7 ° e n 4 d , , .� I -Low Low- LIMIT OF WORK $ BLDG• SAWCUT JOINT 2 LEGEND: uj m ° ------- PROPERTY LINE 1. ADJACENT CONCRETE PAVING, SEE DETAIL B, THIS SHEET. a BLDG. F ENTRY P.A. PLANTER AREA 2. EXPANSION JOINT PER DETAIL A,THIS SHEET ENLARGEMENT PLAN F.O.B. FACE OF BUILDING 3. CONCRETE BAND 6" MIN. 4. 1/4"TOOLED RADIUS ~ a F.O.C. FACE OF CURB LEGEND: 6. 2)#3 REBARECONTINUOUS w 5. FINISH U ( ) W 7. #3 SLIP DOWELS @ 36'Q.G. 1. GRANITE BOULDERS 8. 90% COMPACTED SUBGRADE -VERIFY WITH SOILS ENGINEER'S REPORT 2 3 NOTE: 2. 90% COMPACTED SURGRADE PER SOILS REPORT. fr � THESE PLANS CONFORM TO ALL FEDERAL AND STATE w HANDICAP ACCESSIBILITY REGULATION 3. CONCRETE PAVING PER CONSTRUCTION PLAN. o N I " d 4d� ° e NOTES: J W m ° ° a° ° DELIVER 1',2',3'DIA. ROCK SAMPLES TO THE SITE FOR REVIEW BY a Q U d e pLLJ A e ,e 44I LANDSCAPE ARCHITECT PRIOR TO DELIVERY. o -� ° ° ° ui% O J N ° e e d .• - ° .r� f m L cc r. . E BOULDERS NOT TO SCALE C CONCRETE BAND / INFILL NOT TO SCALE o 0 w N • ° 4 Go 0 I ° - IM ' s 2 3 6 1 < � I 6 2 5'-0" MIN. 3 m � o g 6'-0• S I ° I 3 - a °° A 1�4" 314" 5 1 2 4 MIN. 1 5'-0" MIN r: 6 0 Z o I 4 � e ° ° e ._.......... .... ..... ' 2°/O MAX. ° % x U V i PA � ` . ° ° 0 2 �, 3 m a O - 83lO 8�3J° ,• 2 ,, a 111 az aaa O I /� 1 . e d I • • •e L �.. _;»; "_' , :..:1 1 I p� I 3 13- � �_ z r_ rz_ �_ m �Mx B 2 II _ r , m � mmmw �, W c=i) c=n v=i c=n Z m •. d a ° ° e '•: ,. . ® SCALE 1 =10 .� _ z ..� •� •� ..� �',c• o (n � I °d CROSS SECTION 7 C) _ 0 = _ _ _ = o = ° ° ° . + r � ww wwwc.� w ° d SCALE: 1"=10' 2 � O W O ao Z c� c� N c� c� c� c) O U z Z z z z N z I � 9 d WARNING GROOVES-SECTION O O o Q _j _ J J J o I E 7 _ 4 \ SCALE: 1/2" = 1„ o0p W za J 0- a- j I d d a PA a 0 5 10 20 30 ;n�QN� 00000a00 ° e e ° e 4 PA ° e 4 e. ° •i e ° W N N N N N N N N I D a i CL e .° 6 Q d e d °°, N N N '� In (o c0 � y Co 0 0 0 0 0 0 I _ - LEGEND: w ooNNNMNN � v �_ ` 1. CONCRETE PAVING PLAN VIEW PLAN VIEW w I00 L 2. EXPANSION JOINT SCALE: 1"=10' SCALE: 1"=10' ¢ m BLDG. G UNDERGROUND SERVICE e��C o ti N °4 ALERT 3. 6"CURB z PA/PM: A. ZERTUCHE o 0° CALL: TOLL FREE 4. FINISH GRADE O Q DRAWN BY: CF W BLDG. G ENTRY & PATIO 5. A/C PAVING TYPICAL CURB RAMPS ENLARGEMENT PLAN 1-800-422-4133 SCALE = NTS � E 6. WARNING GROOVES a 2 9 � z cw JOB NO.: 051-016- ames J. Ridge Q TWO WORKING DAYS BEFORE YOU DIG J z SHEE� a 7. 90% COMPACTED SUBGRADE a Q n V) 4' z FOR LANDSCAPE SPECIFICATION, SEE SHEETS L7.1 - L7.4. (°ate < L2 . 1 F CA��F� o z F 10-SCALE ENLARGEMENT SCALE- 1• - 10'-0• D HANDICAP ACCESS RAMPS NOT TO SCALE W U � a CAUTION : IF THIS SHEET IS NOT 3011x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Y � "NOTE A: z u O�+ p, POINT OF CONNECTION SHALL BE 1-1/2" IRRIGATION METER AND 2"R/P BACKFLOW(INSTALLED BY C.V.W.D.) Q `� / _ r � \. ` \ WITH A 2"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR o "~ b0 TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE w LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES w G� 0 o REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. z s 25 w. .g...•tl6 q aQ., Vo". xddb' �' ": • ` " _y ;°°`w.,�,,:.';B ° ° - STATIC, PRESSURE WATER PRFCCRE _ __- - _ aR lfl-1 Dcl -- -- _ -- - -- ------ - - - Ji. '' '� ,.a••. I nw- I-I O MAXIMUM SYSTEM DEMAND fi � •.;.;a• �. .� �'� 60 PSI o 24 GPM w /y :� /g:� ' ,•J'` •""' ;d .-• .�..,,. ` ;. ' ° - B ♦ " RESIDUAL PRESSURE 11 PSI PS Or NOTE B: o CONTROLLER SHALL BE RAIN MASTER RME30EG-SPT, EAGLE 30 STATION CONTROLLER ASSEMBLY, / 45;� .G �'°`� * n INSTALLED IN STAINLESS STEEL PEDESTAL ENCLOSURE, AS PART OF CONTROLLER ASSEMBLY. FINAL a °O a ^ ' . . A.. A `' '. `9 '�:Y°' ° °,^ LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED M M a Fx e .° • x• q,. * , L .... -Y t 'a ♦ '+0 •/' w °' f• i •aY;' REPRESENTATIVE PRIOR TO COMMENCING WORK. o 0 TREES � a, u' NOTE: o4 / / � , ,. :' o. =.• � ♦ \ 44 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18Uj OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3 oCq ns 0 NOTE: Li O u r a • :�. " ° `^ A ' �' x:, A TREE BUBBLERS, DRIP EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING, BUILDING AND OUTSIDE c� LIMIT OF WORK FOR CLARITY ONLY ACTUAL LOCATION TO BE WITHIN PLANTER. DRIP EMITTERS SHALL BE p o A6 21,E \ Z a ALIGNED WITH TREES AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT «Q . \ G x., ♦ 1 150 E \ IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. LLI Aq 152E 1" NOTE: 1 A7 9 ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF = 4 ` FF TO NE "B"AT RIGHT F \ A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. ALMS PIPE SLEEVES ALL MAINLINE SHALL BE ACCOMPANIED WITH o ' • *: ••., • , SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. O o f ( •' Qv r r m , °•a b•n O E a� 0 O w f � ./• / d•, a. •« • :.�::.< : ..6:k�> .e . `R. G \. �• � NOTE: � ,- � o a, r� : ":,'.;:�; °" B \ IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. '' �': °.` •° / CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC.AND AS DIRECTED BY Q `� r r '°' . , t t ■ �k.. ' _ 6 : " ♦ \ OWNER'S AUTHORIZED REPRESENTATIVE. o �' CONTROLLER ASSEMBLY LOCATION NOTE: d ° .�•d G B 4 � b. CONTROLLER LOCATION SHOWN ON THI DRAWIN a S G IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL r LLj STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO v r rr `a ` n ;� ,` p " :,ab `"� a " \'s ♦ \ INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL N CD 'r k 4 a a � Qom' 3a . G s" f a° ♦ CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM o N r s<..y.`'a, .yy.•.,q'`aa..4 .° r ' da > ,,gym ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S a0 M / «4y •2 N DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL an er W rn e' rn of r a r, � •ram, ° ° 4'• ". <<, °. ^ :'� . ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER t- � e, SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE 2' :� A w / �' ;\, s ey. \ OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO o " a ° \ OBTAIN OWNERS APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. w W H a r- � ,:� a �r, ,p, � ; � .•.�'`A -`'�,• :, �• •<4 ��..,� VALVE LOCATION NOTE: 4' x,��,�/; ° `` ,a .F ♦ ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE ` �` -:R" ♦ LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE —ate ' % `''"''°' / \ x �.q g., •' LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL °C J LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE w 8. rf( 2 DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE 0° � . LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL �r �` :g°;d , ' a• ' , r k , a ? e ♦ COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE _ ' / / THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER,ALL VALVES SHALL BE INSTALLED THREE FEET FROM Z r" •^ / _ EDGE OF HARDSCAPE,WALK OR CURB IN SHRUB PLANTING AREAS. Q WE TO OTE "A"ABOVE � �� N 1 d a f z Prri ation ater Meter Shown Within (; a /e. \ �" ♦ � PLANTING NOTE: z ing F Clarity Only, Refer to Civil B ° q'; ♦ �� NO TREES PLANTED IN CVWD EASEMENT OR RIGHT-OF-WAYS. Uj ngine 's Plans for Exact Location. m \ X of o Q wd a' ; TREES 0 U >— J 11 1 / \ •' / " % " I � ^ � � .' .°�. a \ .r "•@�. ,a ere. ; � � � IZV Ld Ld a.. Py d" LLI t� / ;f .^ •• \ \� :� . ♦ / \ R . < '{ ♦ a Ill / ad 21 lit) J %1. ° `ate• r• '`; `` �. ' • •• \ ./ " \' ♦ ' L Q 0 CIO w d 120E w 25 A22 � TREES / � w e . s ^. �'1 ° .•4h" ' • •• R .. / "".....,, '" ? Y pad \\ \\ \ �� LLI LLI Uj Mq �� TCN /NF, ♦ A21 22 p \ ` \4 W M SE ♦ r / o ch FS/yF " 1" 154E \ w w Q \\ Q FTC ♦ , , � � � 0 MATCHLINE-SEE SHEET L3.2 Uj= a_ '-•' m Z o Z O Q N J QQ � _ 0 o � L_J Z W Q LL m w O > V W o I U J (� � cn Q H Q Q Q C) U 3 mM mmmw n N O X N OU N N N Z Of CO KEY MAP O � U U U V U F CY) � A w w w w W V W �+ J 2 2 2 = 2 O 2 SCALE: N.T.J. FOR LANDSCAPE IRRIGATION LEGEND &NOTES, SEE SHEET L4.1 0 z z � z z z N z 0 It I FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEET L4.2 Q Q o Q Q Q z Q 1 FOR LANDSCAPE SPECIFICATIONS, SEE SHEET L7.1-L7.3 Q a a- m a a ii o5 a a V qti O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 ::r::..'.:{•• w N N N N N N N J y� .;i is ti :}•'.. CD < D O N N N M N N a N N N � In W co r` .� ° These plans have been reviewed*by the Coachella Valley Water District in accordance with = o 0 0 0 0 0 0 v the Water Code Title 7, Division T, Chapter$,Article 1i3.$,3ecfI-n 65597 et seq. requiring w CC efficient landscape irrigation design in cooperation with the local governing agency(City or G PIP County). Q m ro •�•`�•"�:�:. E (ZING CHART :::�� : *Approval of this drawing by CVWD Staff does not constitute approval to encroach into �' PA/PM: A. ZERTUCHE ° 0 TO 5 GPM 3/4 CL. 200 PVC PIPE o district and USBR right-of-way.Trees,plants,walls and permanent structures of any kind may CD � ti9 5 TO 10 GPM 1"CL. 200 PVC PIPE � m ` t i ti o UNDERGROUND SERVICE 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE not be planted or installed in CVWD and USBR easements or right-of-way without first Cfl < DRAWN BY: TE W syoR ., obtaining an encroachment permit from CVWD.ALERT 15 T025 GPM 1-1/2 CL. 200 PVC PIPE C 3a 'v aoti. ° CALL: TOLL FREE 25 TO35 GPM 2"CL. 200 PVC PIPE �F JOB NO.: 051-0� W A 35 TO 50 GPM 2-1/2 CL. 200 PVC PIPE Z cn E ; �F 50 TO 100 GPM 3"CL.200 PVC PIPE a James J. Ridge Date Q z E BLDG.FB`� P 1-800-422-4133 NOTE: SCALE 1 = 20 Z o Q SH T a .� � Water Management Supervisor J 18 CONTRACTOR SHALL SIZE ALL LATERAL LINES PER ." PIPE SIZING CHART IN NO INSTANCE SHALL PIPE o N M � TWO WORKING DAYS BEFORE YOU DIG � z EXCEED DESIGNATED GPM RANGE. Ignature 3 U Y Lp� 07//118/06 Q, Development Services Supervisor y�. (Date) o L3M Q 0 10 20 40 60 F �' CAL�F� w U Uj n- b CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. H \ O \ \ Z LAJ W O U ' \ W \\ W o / O 00 ' A a pp op aN d a d u r �`'� �'` \ :s as '♦ w � °' � Z a LLI f Tciy , z 6 e A10 15 .., _ M CD 1 100 E \ =o 0 IX if 4 r a f�' ` ' + of Bo• m C W U iJ tt ! A s6 .. +tf tl' , h ` 'n \ v pk � •nl r•V �-1 fA W b � M N MATCHLINE SEE SHEET L3.1 20 A24 TREES 1" 16 TREES /Al 5 23 \ \ N r a ` 13 /AI6\ \ a �e�e 8 A11 } �, N fco.^f F r f r a \ s° > 10 en ^ O D 90 e a a a\egdV \ V k. PALMS ' o� - o ^1 mrn , e 7 ~ Z . '§ \ .. � � � ;tee '+• 2 'a.", •a. d 8 •F (� W �\. •r t z �� 1' 7. _ A A r \ s• W W N f ° CL ff B a< f �--A312 W rf tt ! .tea a pro ®.,� v u "" „' ..� € € .z .B. a •a ":\ � 'b' ,bs' N F— ir f t � F` a � k, V.a ,c� �^.. \ � \ Aa• ea p — f a PALMS ' f t 1 i � :�• _ f B m rr f rL LL f e +f of r �� A2 aa., �e J f+ i , IE. O 15 Uj g �' -``,...,• ,i ■ TR _ ff .. a ., j"3-. e ' r a ' T RE.S �• 15 e ES F` �w3 !f of »< t e<.�- t 't •: "�,' '� t ff f {« f r f r a t�° f yn' '�•• t of` I Z !1 .t. f f ff e'4°. 'y e•R • fJ Cn a 19 .+ t A25 / Z f {i..{r 2F •a° Wz �,- b. 'A :a �.e' .�':d �a�3', ., 3 t — f rf w jf F f i' g °z Re: e ac r A 2� {r � f __ 130E 1 �: _....�.... as :� :�` / a. Al 11 �'e�. /� en a� r f 3 �r mod` d .nod. • f7 3 r ad W _ — 3r f f •,$' F '� �e ....'Y 3. `E >""'w a .e� ..atl { f 7 } R.r y b•'t' g J LA 0 N { { a J o �e UJ M LL A19 201 t 5a r j { ma '� p. b ( a . gyp 140E / -�. �a• ._*" k, 2 W J w Q !{ {•.' x d �° r _. {{°. • d _ f "` .. _ ,a d °'�,,°,.. ';pad ,>_ ir E { BLDbo Ld W ° j I 4` Y� f j jp `F i 7 f A d. I� .• r i "^"^.,. ,�i"•v ', tl' _�. ...,...-.....,..•---,....... ....,ifm.........-.w... 1t' " ay'BLDG . . ? ,aid° P• 'a'e , W ia— ao r g _... ... _... _ .. TREES / >• `�, s. Q W W ',ea: Al 2 23 a # '-'.'.,_,.... ..................-,....-........ •!r �g �ai.�.x..:• e' ;`� v » ® g d ♦ 1 S10BLDG . z J ezn W 6E Al22F ■ a a' o ( €€a �' I ,-.,,.- .- h...................... !f, a' r p`. } p$•d t. B a dY d '. • 4 3„M q • P .a e�' , W CN 100, e r e r A I.a e ! :�a 'e tlA. O / J Il JJRR x$' e>s, •i .' e.a� 9�aV d •8'a'' ',�- LLI 1111 �rts�' ee 41 3'a ,Q ate••-..C.^........,a ` • ` '^Y 1. ;!'Q> ",...,..:,,ro,.>�Sa�4, tl,a' .y� ' e .f R LLI LLI e a s f '/I. a •'e a W ,x ° $r :.. m r F f IL < va d ,g �g ! W ee • aga.' ,,, } gesn W __...,....WWW .. m. _W..... _._...._......... x s q m l e W N >- cc Z 0 QLLI z Z = O U i 0 Q \ IQ— a LLJ \\ °° Z 0 / O 0 W N to r1 Q m � W 0 U W o U U J (0 W Q J fn J J J a O 3 V � r r � m N WO 0 m m m m N Cb Z � N OU N N 0 ZO W KEY MAP U U U U U F CYO � W W W W W U LU SCALE: N.T.S. 0 J UzwUUUEnU U z z � z z z N z QQ < < < z < FOR LANDSCAPE IRRIGATION LEGEND& NOTES, SEE SHEET L4.1 0 -i w 0 J J J O J FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEET L4.2 a a o_ m a a a U o_ a o FOR LANDSCAPE SPECIFICATIONS, SEE SHEET L7.1-L7.3 0 0 0 0 0 0 0 0 i29y � N N N N N N N N 0 0 0 0 0 0 0 0 J P V � BLDG p� Q N N N cO W yo tr Q 0 These plans have been reviewed*by the Coachella Valley Water District in accordance with = T o I 0 0 0 0 0 0 the Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section 65597 et seq. requiring � CC governing agency(City or w G v efficient landscape irrigation design In cooperation with the local go g g y( ty tr a coCounty). f PIPE SIZING CHART *Approval of this drawing by CVWD Staff does not constitute approval to encroach into z PA/PM: A. ZERTUCHE BLCG O UNDERGROUND SERVICE 0 TO 5 GPM 3/4" CL. 200 PVC PIPE district and USBR right-of-way.Trees, plants,walls and permanent structures of any kind may U) ALERT 5 TO 10 GPM 1 CL.200 PVC PIPE not be planted or installed in CVWD and USBR easements or right-of-way without first O Q DRAWN BY: SM / MJ W m ...... 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE obtaining an encroachment permit from CVWD. :..:..:..:..:.. ... :: . :..:''`: : :. .: ` ::. CALL: TOLL FREE 15 T025 GPM 1-1/2 CL. 200 PVC PIPE . ... Cop ,�, JOB NO.: 051 —00 25 TO 35 GPM 2"CL. 200 PVC PIPE F CL Cn 35 TO 50 GPM 2-1/2 CL. 200 PVC PIPE L. 1-800-422-4133 ■ Q U E :.::. :.: ::...."W: .:: ..:. 50 TO 100 GPM 3 CL. 200 PVC PIPE a James J. Ridge Date z ........... ... • ;' :• .. :: ..... SCALE 1 = 20 s09 Q v ::. . :. .V.7. .: •::•:��::•: :: ..`::. .. . P NOTE: f� Water Management Supervisor —1 Sc E :. ¢:.:::: ::. .o:• :• TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR SHALL SIZE ALL LATERAL LINES PER cn ��3• (� a- c� PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE z 6 P i nature — U �` SIZE EXCEED DESIGNATED GPM RANGE. 3 _ _ _ .. Q O7/18/06 (Date) �P Development Services Supervisor o �j'� Z c 0 10 20 40 60 F cA��Fc1� Uj w J CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. ]C of z u � Q a; °Q) M O ¢ b0 IRRIGATION MATERIAL LEGEND Z IRRIGATION NOTES Cit of Palm Desert SYMBOL MANUFACT. MODEL NO./DESCRIPTION PER EMITTER PSI RADIUS DETAIL v Y z 0 Water Calculation Chart 0 RAIN BIRD PC-24-1032 PC MODULES SERIES EMISSION DEVICES WITH PC DIFFUSER CAP (24.0 GPH PER 24.0 (72.0)GPH 20 N/A A, N 1 METER AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED BY CVWD. SEE PLANS FOR SIZE, LOCATION AND OUTLET); EACH SYMBOL REPRESENTS THREE (3) EMITTERS PER TREE; INSTALL WITH MODEL WATER DEMAND. PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. FOR INFORMATION CONTACT DON o Maximum Water Allowance JOHNSON WITH HIGH TECH IRRIGATION INC. @(760)774-8388 w 2. THE CITY OF PALM DESERT REQUIRES INSPECTION AND APPROVAL BY THE CITY DESIGNATED INSPECTOR DURING MAINLINE AND LATERAL LINE INSTALLATION. PRESSURE TESTING OF MAINLINE IS MANDATORY. RAIN BIRD PC-XX-1032 PC MODULES SERIES EMISSION DEVICES WITH PC DIFFUSER CAP (5.0, 7.0, 10.0 GPH 5.0, 7.0, 10.0 GPH 20 N/A A, N o Input Zone ® PER OUTLET ); EACH SYMBOL REPRESENTS TWO (2)EMITTERS PER SHRUB; INSTALL WITH MODEL 3. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. FOR INFORMATION CONTACT DON o APPROPRIATE GALLONAGE PROVIDED. PROVISIONS FOR FUTURE EMITTERS AT THE DRIP LINE OF THE TREE SHALL Square Footage Calculations JOHNSON WITH HIGH TECH IRRIGATION INC. @(760)774-8388 0- o BE PROVIDED FOR. ALL EMITTERS ARE TO BE ON SCHEDULE 80 RISERS WITH DOUBLE STREET ELLS. M Tree& Shrub Square foot 71,147 © RAIN BIRD 1402 (0.50 GPM), PRESSURE COMPENSATING, FULL CIRCLE BUBBLER, ON RISER, EACH 0.50 (1.00)GPM 30 N/A B o 110 4. PRESSURE REDUCING DEVICES, FILTERS,AND END FLUSH VALVES ARE REQUIRED. Turf Square foot 0 SYMBOL REPRESENTS TWO(2)BUBBLERS PER PALM TREE, PLACE ABOVE ROOTBALL ON % a; Total Square foot Cobble/Boulder 0 OPPOSITE SIDES OF PALM TREE TYPICAL M W rn rn w 5. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING Total Waterfeature Square footage 0 w FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING Total Landscape Square foot 71,147 NO SYMBOL AG PRODUCTS 3/4" -B FULL PORT BALL VALVE, INSTALLED WITH A SALCO A/R FLEXIBLE PVC HOSE (MINIMUM THREE (3) FOOT LENGTH). PROVIDE A C Cr P4o DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. FLUSH VALVE AT THE END OF EACH DRIP EMITTER ZONE, INSTALL FLUSH VALVE INSIDE A SEPARATE 10" ROUND (TAN IN COLOR) q rn ON THESE DRAWINGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS VALVE BOX. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND 18" FROM PAVING. o u Z Zone No. Eto Water Adj. Total Conversion Factors Total a, RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN w 1 a: Factor Sq.ft. 0.62 748 MWA v v ', FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT 4 93.9 0.5 71147 0.62 748 2768.741011 TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. ® P.O.C. 1-1/2" DOMESTIC WATER METER WITH A 2"SERVICE LINE,VERIFY SIZE, LOCATION,AND STATIC WATER PRESSURE IN FIELD, (INSTALLED BY C.V.W.D.) N/A z o UJ 6. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. ® WATTS 2" BACKFLOW PREVENTION ASSEMBLY(INSTALLED BY C.V.W.D.) N/A F_ Total Number of plants 965 0 7. LOCATE ALL VALVES IN PLANTING AREAS. Number of plants by water use %of Total Landscape Square Footage ® WILKINS 500 HLR 1-1/2" PRESSURE REGULATOR, SET PER PRESSURE CALCULATION ID 1 Low 405 0.420 29859.622 8. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE 3 Mod 371 0.384 27352.8$$ ® SUPERIOR MODEL 3200 1-1/2" NORMALLY CLOSED MASTER CONTROL VALVE, BRASS PIPING FROM P.O.C. TO MASTER VALVE PER CITY REQUIREMENTS E 0 ' FILED TO INSURE ADEQUATE COVERAGE. 6 Low Trees 49 0.051 3612.646 m 1 8 Mod Trees 111 0.115 8183.748 RAIN MASTER FS-B100, 1" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER F �'' S! r, o v 9. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. 10 High Trees 29 0.030 2138.096 © m u bo a, cc o Total 965 �� WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE SIZE VALVES PER LINE SIZE. G a G `� o G 10. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY u DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION o �' �' "a u Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: }- CONTRACTOR AT NO COST TO THE OWNER. Q RAIN BIRD 33 DLRC QUICK COUPLER VALVE H Spray/Bub/Drip 4 0.9 29860 1 Low Shrub z Season Zonal Et Plant Area Conversion Factors Estimated a 11. 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION • RAIN BIRD PESB (1"OR 1-1/2")SERIES PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN I cr CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use U Spring 20.69 0.2 29859.621 0.62 1 748 1 0.9 113.79 RAINBIRD XCZ-100-B-COM, 1" SERIES DRIP VALVE ASSEMBLY, ASSEMBLY INCLUDES RAIN BIRD PESB RCV, 200 MESH STAINLESS STEEL J N � 12. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF#14 600v DIRECT BURIAL. USE Summer 57.29 0.2 29859.621 0.62 1 748 1 0.9 315.09 8 SCREEN FILTER AND RAIN BIRD PRESSURE REGULATOR BLACK FOR PILOT,WHITE FOR COMMON, BLUE FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE IFall -Winter 15.97 0.2 29859.621 0.62 ( 748 I 0.9 87.83 PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER. TOTAL 516.72 0 RAIN MASTER RME30EG-SPT, 30 STATION EAGLE CONTROLLER ASSEMBLY, INSTALLED WITHIN A STAINLESS STEEL PEDESTAL ENCLOSURE, K Fw_ o AS PART OF CONTROLLER ASSEMBLY CONTACT STEVE KIM WITH GENTILE &ASSOCIATES @ 760-214-5734 13. PROVIDE MINIMUM 18"COVER OVER ALL PRESSURE MAIN LINE PIPING ,AND 12"OVER ALL NON-PRESSURE LATERAL Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: en z v LINE PIPING, OUTSIDE OF ROOTBALL. Spray/Bub/Drip 4 0.9 27352.888 3 Mod Shrub © 0 N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A 00 Season Zonal Eto Plant Area 14. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE Conversion Factors Estimated Value Factor sq.ft. 1 0.62 1 748 1 Irn. Eff. Water Use w�-,J N OF ROOTBALL. Spring 20.69 0.5 27352.89 0.62 748 I 0.9 260.60 AS APPROVED PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12"BELOW GRADE L zo _._ $ Q w Summer 57.29 0.5 27352.8 0.62 1 748 1 0.9 721.61 0 15. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN w - moo= -Winter 15.97 0.5 27352.89 0.62 748 0.9 201.15 AS APPROVED PVC PIPE 2" CL. 315 AS MAINLINES 18"BELOW GRADE L OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS ,Fall of a o� SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE TOTAL 1183.36 CL IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. _ _ AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M L Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PLACE BELOW ALL PAVING, HARDSCAPE, ETC. co 16. CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. Spray/Bub/Drip 4 0.9 3612.646 6 Low Tree a Season Zonal Eto Plant Area I Conversion Factors Estimated = 17. IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 9:00 P.M. AND 9:00 A.M. ONLY. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) L,M,O v' ALL PRESSURIZED LINES SHALL BE BACKFILLED WITH 6" CLEAN COMPACTED SOIL- 3"ABOVE AND BELOW THE PIPE. Value Factor sq.ft. 0.62 74$ Irri. Eff. Water Use M Spring 20.69 0.2 3612.651 0.62 1 748 1 0.9 13.77 Summer 57.29 0.2 3612.651 0.62 I 748 I 0.9 38.12 NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS 0 cn 18. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF z THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR Fall -Winter 15.97 0.2 3612.651 0.62 1 748 I 0.9 10.63 _o PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. TOTAL 62.52 v' z w VALVE NUMBER LIJ Q 19. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: o COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE Spray/Bub/Drip 4 0.9 8183.748 8 Mod Tree 23 G.P.M. o z APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED Season Zonal Eto Plant Area Conversion Factors Estimated TO THE OWNER'S REPRESENTATIVE. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use 1° 200E APPROXIMATE QUANTITIES OF DRIP EMITTERS Q O Spring 20.69 0.5 8183.751 0.62 I 748 1 0.9 77.97 } VALVE SIZE > n/ m LL 20. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. Summer 57.29 0.5 8183.75 0.62 74$ I 0.9 215.90 o Fall -Winter 15.97 0.5 8183.75 0.62 1 748 1 0.9 60.18 U v 21. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN TOTAL 354.18 w U `Q, BEFORE BEGINNING WORK. w Q V 22. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor w Landscape Maintenance Schedule W RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Spray/Bub/Drip 4 0.9 2138.096 10 High Tree � INSTALLATION. Season Zonal Eto Plant Area Conversion Factors Estimated 1) Landscapes shall be maintained to ensure water efficiency.A regular w Q w z W maintenance schedule shall include but not limited to checking,adjusting, a Value Factor sq.ft. 0.62 74$ Irri. Eff. Water Use g� 1 g� � Q 23. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE Spring 20.69 0.8 2138.10 0.62 1 748 1 0.9 32.59 cleaning and repairing equipment; resetting the automatic controller; � J W LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO Summer 57.29 0.8 2138.10 0.62 1 748 1 0.9 90.25 replenishing mulch; fertilizing; pruning; and weeding in all landscape areas. a W EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING 0 Fall -Winter 15.97 0.8 2138.10 0.62 748 0.9 25.16 U J DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 2) Repair of irrigation equipment shall be done with the originally specified � TOTAL I 1 148.00 z materials or their approved equivalents. 0 C) Total Estimated Water Use 2264.65 CCF WATER PRESSURE CALCULATIONS N Q J z POC NUMBER 1 POC SIZE 1" _� HYDRAULIC GRADE LINE N/A POC ELEVATION 209 Operation and Maintenance Manuals: C`7 ELEVATION DIFFERENCE N/A STATIC PRESSURE PSI 72 Prepare and deliver to the City of Palm Desert Representative, prior to the z REMOTE CONTROL VALVE# Al2 REMOTE CONTROL VALVE SIZE 1" start of maintenance, all required and necessary descriptive material in R.C.V. DEMAND GPM 23 TOTAL DEMAND GPM 23 complete detail and sufficient quantity, properly prepared in four RCV. ELEVATION 200 STATIC PRESSURE AT R.C.V. 72 individually bound copies. Describe the material installed in sufficient m detail to permit qualified operating personnel to understand,operate o SIZE DESCRIPTION PSI LOSS and maintain all equipment. Each manual shall include the following: 0 2" SERVICE LINE 1 0.4 PSI < 11/2" WATER METER 2 1.4 PSI i, Index sheet indicating the Contractor's name,address andUJ y 2" BACKFLOW PREVENTER 2 12.0 PSI telephone number, fax number and e-mail address. 2" BALL VALVES 4 0.5 PSI 11/2" MASTER CONTROL VALVE 5 1.3 PSI ii. Duration of guarantee period with guarantee forms. 3< ,` :.` ,.<•. 2" 1000 FEET OF MAINLINE: TYPE Cl. 315 6 5.0 PSI 1" REMOTE CONTROL VALVE 8 3.7 PSI iii. List of equipment with names and addresses of manufacturer's 10% LATERAL LINE LOSS 9 3.0 PSI local representatives. w NOTE: 110% IFITTING LOSS 10 2.9 IPSI w ` THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 0 ELEVATION CHANGE P.O.C. TO HIGHEST HEAD 11 0.0 PSI iv. Complete operating and maintenance instructions on all major ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO equipment. VARYING SITE CONDITIONS. CONTRACTOR SHALL TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU#11 12 30.2 PSI r ADJUST RUN TIMES AS REQUIRED TO PROVIDE PRESSURE REQUIRED AT HEAD 13 30.0 PSI m APPROPRIATE WATER FOR EACH VALVE CIRCUIT. (ESTABLISHED PLANT SCHEDULE) TOTAL PRESSURE REQUIRED SUM OF#12 AND#13 14 60.2 PSIUJ ~ STATIC WATER PRESSURE FROM ABOVE 15 72.0 PSI 0 Palm Desert Business Center JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: Irrigation Schedule 7 Da s Week ETo/Mo 2.8 4.7 6.6 9.4 11.3 13.2 13.2 10.3 9.4 6.6 3.8 2.8 93.9 RESIDUAL PRESSURE SUBTRACT# 14 FROM# 15 16 11.8 IPSI w SET PRV OR MCV AT # 14 PLUS 10 PSI 17 N/A IPSI Y POC / Controller 1 ETo/Day 0.09 0.17 0.21 0.31 0.36 0.44 0.42 0.33 0.31 0.21 0.13 0.09 PRESSURE BOOST IF REQUIRED #14415+20 PSI 18 N/A PSI Q R U)' cn Type AKc Pr Rate IE VP iC of w W Y Tree Xeri-Bubblers 0.8 1.5 0.9 3.2 5.9 7.5 11.1 12.9 15.6 15.1 11.8 11.1 7.5 4.5 3.2 Min/Da ,t, �_ 0 O Uj Ld 10 Qty. of Valves Total Run Times 29 53 68 100 116 140 136 107 100 68 40 29 Total Min/Da R I D G E Q O Z z W Shrub Drip Emitters LANDSCAPE J 2 Q 0 w 0.4 0.95 0.9 2.6 4.7 5.9 8.8 10.2 12.3 11.9 9.4 8.8 5.9 3.5 2.6 Min/Da ARCHITECTS Certified' zo 12 1 Qty. of Valves Total Run Times 31 56 71 105 122 148 143 112 105 71 42 31 Total Min/Day 8841 Research Drive,Suite zoo o z Palm Bubbler Heads Irvine,CA 92618 -9 N Q 0.8 3 1 1.5 2.7 3.4 5.0 5.8 7.0 6.8 5.3 5.0 3.4 2.0 1.5 Min/Da Tel 949 387 1323 D I t O Q a 3 Qty. of Valves Total Run Times 4 8 10 15 17 21 20 16 15 10 6 4 Total Min/Da Fax 949 387 1303 w WWW.ridgela.com m z o .9 .7 2.5 1.5 1.1 Z (D a Co Total Valves: 25 TOTAL RUN TIMES HRS 1.1 2.0 2.5 3.7 4.3 5.1 5.0 3 3 PLANT GROUND COVER EMITTER LEGEND07 WATER CONSERVATION NOTES IRRIGATION WATER AUDIT NOTE: a LIJ r` JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC PLANT WATER TYPE USE #OF EMITTERS/GPH MAINTENANCE COMPANY TO PROVIDE AN IRRIGATION AUDIT, IN En J o LOW SHRUBS 2 - 5.0 GPH (10.0 GPH) THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE z Z BE EMPLOYED IN THIS PROJECT: WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A a LOW MODERATE SHRUBS 2- 7.0 GPH (14.0 GPH) CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF m O o • WATER CONSERVING PLANTS,AND PLANTS NATIVE TO HOT, DRY 0 �- a MODERATE SHRUBS 2 - 10.0 GPH (30.0 GPH) PROJECT AND EVERY 5 YEARS THEREAFTER. A SCHEDULE 0 Q U SUMMERS, UTILIZED IN 95%OF THE TOTAL PLANT AREA. SHALL BE ESTABLISHED AND SUBMITTED TO THE CITY OF AT Q TREES 3 - 24.0 GPH (72.0 GPH) LEAST ONCE EVERY FIVE YEARS AS REQUIRED BY THE CITY. M 0 v a (� (PLANT ESTABLISHMENT PERIOD SCHEDULE) DRIP SYSTEM NOTES: • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE a Ln a a Q O Of coALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION 3 w O Controller: 1 IRRIGATION CONTROLLER RUN TIMES POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON EFFICIENCY AS INTENDED IN THE DESIGN, IRRIGATION SYSTEM �_ Q m CV PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE E. RUN TIME QUANTITY RUN TIME LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS AMOUNT OF WATER NEEDED TO SUSTAIN THEM. SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY o w � o > > > V, w 00 Days Per Week: 7 13.2 (HOURS) (HOURS) REQUIRED BY EACH SHRUB OR GROUNDCOVER. THE MAINTENANCE STAFF. W X N U N N N z W Shrub: • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CD w w w w w v w r Drip Emitters 13.20 0.40 0.95 0.90 0.21 12 2.47 CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT CAPACITY OF SOIL. o V � = w = = = = O COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER IV)• AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND '^ Tree: QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT o vJ J J " J J J O J Xeri Bubblers 13.20 0.80 1.50 0.90 0.26 10 2.35 QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR WITH WATERING HOURS BETWEEN 9:00 P.M.AND 9:00 A.M. Q 0 o- o- m o- o- o- U a_ STARTING WORK. FOR LANDSCAPE IRRIGATION PLAN SEE SHEET L3.1 Z u, to CO W to t • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Trees: OF THE LANDSCAPE BASED ON WATERING NEED. FOR LANDSCAPE DETAILS, SEE SHEETS L4.2. w Q Lu N N N N CV " N N J DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO J \\ \ Q Palm Bubbler Heads 13.20 0.80 3.00 1.00 0.12 3 0.35.91 COMPENSATE FOR FUTURE PLANT GROWTH, MAINTENANCE PERSONNEL SHALL FOR LANDSCAPE SPECIFICATION, SEE SHEETS L7.1 - L7.3. 0 Q � • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. D 0 N N N M N N M CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 25 v UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY N N N � LO ca co r- ` TOTAL RUN TIME IN HOURS: 5.17 PLANT GROWTH. These plans have been reviewed*by the Coachella Valley Water District in accordance with = o 0 0 0 0 0 0 the Water Code Title 7, Division 1, Chapter 3,Article 10.8,Section 65597 et seq.requiring vefficient landscape irrigation design in cooperation with the local governing agency(City or a County). m *Approval of this drawing by CVWD Staff does not constitute approval to encroach into co z PA/PM: A. ZERTUCHE c district and USBR right-of-way.Trees,plants,walls and permanent structures of any kind may i= mnot be planted or installed in CVWD and USBR easements or right-of-way without first < DRAWN BY: SM / MJ W UNDERGROUND SERVICE obtaining an encroachment permit from CVWD. m ALERT �F w JOB NO.: 051 016-00 Z N ECALL: TOLL FREE a James J. Ridge Date Q z V a r 1C # 80 Water Management Supervisor J N oHl J �� W 1-8 -4 - TWO WORKING DAYS BEFORE YOU DIG rc 7 atu e (Da8e)6 �`P Development Services Supervisor z ■ T o F OF CALF w J CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. `1 PLASTIC 10" ROUND VALVE BOX WITH BOLT DOWN ROOT BALL OF SHRUB o COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLACE EMITTERS AT EDGE OR TREE 3 ao BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE OF ROOTBALL ON OPPOSITE z v EDGE. HEAT BRAND "FV" ONTO LID IN 2" HIGH CHARACTERS. SIDES OF SHRUB. ADJUST FOR SHRUBS USE ONLY: ¢ LID SHALL BE "TAN" IN COLOR. SHRUB ADAPTER SPRAY HEAD, SEE LEGEND PER ROOTBALL SIZE PC-XX-1032 PC MODULES FOR SPECIFICATION PC-XX-1032 PC MODULES TYPICAL. SERIES (5.0, 7.0 PER AG PRODUCTS 3/4"-B FULL-PORT BALL VALVE WITH A PVC 6�� 01 CAP EMITTER SERIES WITH PC DIFFUSER OUTLET), INSTALL WITH w SCH. 40 MALE ADAPTER. SCH 80 PVC RISER, VALVE ID TAGS LENGTHS AS REQUIRED ROOT BALL OF PALM TREE MODEL PFR/FBA, O PLACE BUBBLERS AT EDGE PRE-ASSEMBLED w - 2" MIN �— PLACE CEROOTBALLBUBBLERS ON OPPOSITE " MODEL PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. FINISHED GRADE IN SHRUB AREAS FINISHED GRADE FOR PALM TREES USE ONLY: 4 24"POLYFLEX RISER ADAPTER. — bp�c"", - , ,, _ „ SIDES OF PALM.ADJUST PER. TRIM RISER TO 4"ABOVE GRADE. FOR TREES USE ONLY: 2 DECOMPOSED GRANITE 1402 PRESSURE COMPENSATING _ _ ROOTBALL SIZE TYPICAL. PC-24-1032, PC MODULES III (I I— —III—III: FULL CIRCLE BUBBLERS. _ SALCO A/R FLEXIBLE PVC HOSE I—I I I—I +_ —I I I—I I I-1 FINISHED GRADE SERIES (24.0 GPH PER III—III _ MINIMUM 3 FOOT LENGTH =I I IEEI I IEEI I I I I I=I I IEEI I I= OUTLET), INSTALL WITH o 11=1 11= IEEI I I=I I I= UNDISTURBED SOIL 70, MODEL PFR/FRA, 12" _ — — — — PVC LATERAL LINE PIPE, SEE -III—III—III III—III—III- _ PLAN VIEW- N.T.S. PRE-ASSEMBLED o �— DRIP LATERAL LINE SPECIFICATIONS FOR TYPE 2" MIN. — I I-I 1- I I- I I AND DEPTH REQUIREMENTS POLYFLEX RISER ADAPTER. m00 III IIIIII II IIII I III V O PROVIDE EMITTERS QUANTITIES AS w a` m NOTE: O U `D 00 � BRICK SUPPORTS (4 REQ.) ¢ N MARLEX MxF 90 DEG. STREET ELL 1299 PVC SCH 40 TEE OR ELL INDICATED BELOW(SEE IRRIGATION MATERIAL14-4 a, O TWO (2) REQUIRED AS SHOWN LEGEND - SHEET L2.1) ,,J PVC LATERAL LINE PIPE,SEE SHRUB — PVC THD. ELL SCH 80, SxF Q � N SPECIFICATIONS FOR TYPE PVC LATERAL LINE 3 0 ,..., LANDSCAPE FABRIC M SCH 40 SxT THREADED PVC FITTING AND DEPTH REQUIREMENTS 2(5.0 GPH) EMITTERS, PER"LOW"WATER USE SHRUBS w o 3/4" ROCK, 1 CUBIC FT. SPRINKLER INLET SIZE o u 2 7.0 GPH EMITTERS, PER"LOW- MODERATE" w °1 LATERAL LINE, SEE SPECIFICATIONS ( ) U " a; AND "MODERATE"WATER USE SHRUBS °1 NOTE: FOR TYPE AND DEPTH REQUIRED o O rn BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE NOTE: ¢ TREE z INSTALL BUBBLER HEADS 12" MIN. FROM FENCES WALLS OR BUILDINGS. w INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE DO NOT INSTALL SPRINKLER HEAD WITHIN 36"OF PAVING, CURBS OR TURF EDGES. 3{24.0 GPH)EMITTERS, PER TREE F_ INSTALLATION AT MAIN LINE DEPTH. RIDGE LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF o USE TEFLON TAPE ON ALL MALE PIPE THREADS. INSTALLATION ENSURES THAT THE PLANTS ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL I ESTABLISHMENT PERIOD. THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER SECTION VIEW- N.T.S. SECTION VIEW-N.T.S. PLAN VIEW- N.T.S. SECTION VIEW- N.T.S. OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER REQUIREMENTS AS THE PLANTS MATURE. � m Uj m E a�, F o C DRIP FLUSH VALVE B PALM BUBBLER ON RISER A DRIP/TREE LINE INSTALLATIONbo o o U v DR LU A r. M Ln "a U >~ U Z a W PLASTIC ROUND VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN Of COVER, USE STAINLESS BOLT NUT AND WASHER. COVER USE STAINLESS BOLT, NUT AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN V) HEAT BRAND "QCV" ONTO LID. LID SHALL BE'TAN" IN COLOR. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. o COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND "FS"ONTO LID. LID SHALL BE "TAN" IN COLOR. PLASTIC RECTANGULAR"TAN" IN COLOR VALVE BOX WITH BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE > BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND "PRV" ONTO LID. ¢ `� °° N 8 BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE v `, ^ � 8 EDGE. HEAT BRAND "BW ONTO LID. LID SHALL BE "TAN" IN COLOR. ? ° 0 FLOW SENSOR, SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND"MV"ONTO LID. LID SHALL BE"TAN" IN COLOR. tz QUICK COUPLER KEY WITH MALE HOSE BIB m CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION o z LL BALL VALVE FULL PORT, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. oo 3„ _ _ 3 00 FINISHED GRADE _ FINISHED GRADE IN SHRUB AREAS — 4" MIN. _ — 24"WIRE LOOP WITH WATER PROOF 11 —I I I — �— FINISHED GRADE IN SHRUB AREAS — — r2" IN SHRUB AREAS - _ -�- FINISHED GRADE IN SHRUB AREAS — — — = WIRE CONECTORS USE RED AND — — _ o4" MIN. _ — _ — - _ _ _ BLACK COLOR WIRES WITH STRIPE 7--11 _ IIIIII _11 =i I=1 =I I=I I: —1 I I—III- _— — (I IN 24 WIRE LOOP WITH WATER PROOF _ I= I=III= =III= —III—I I I I—III— 4" M —III—_ WIRE CONECTORS USE WHITE AND RED III I I III BRASS T.O.E. moo_ 4 MIN. =III=III _ _(I I—III— o = QUICK COUPLER VALVE -III=III III=III- -�10 PIPE DIA FLO � 5 PIPE DIA PVC MAINLINE PIPE I— COLOR WIRES WITH STRIPE _ _ _ NIPPLE, 3"MIN., 2 REQ. _—IIIII I PER SPECIFICATION I I=I I III=III= I I—I b a�SEE LEGEND FOR SPEC. 2" MIN. VALVE ID TAGS =III= I I—III= > - CC - GALV. PUNCH LOC(2 REQ.) —III—I I I I—III— BRASSNIPPLE (LENGTH AS REQ.) �rnv PRESSURE SUPPLY LINES °�p o B B m _ o _ DEPTH AS PER SPECS. �6 G y ;�•• - 2" MI PVC MAINLINE TO FLOW �o BRICK SUPPORTS (4 REQ.) 2" MIN - BRICK SUPPORTS (4 REQ.) SENSOR PIPE PER SPECS. 2" MIN. _ o ° o p o PVC SCH. 80 FEMALE ADAPTER(2 REQ.) �' p 9 o BRASS MAINLINE TO MASTER BRASS TRIPLE SWING JOINT (SIZE PER QCV) ��o o� ° .o NV9 a �� ( ) o °;/' o Z `d •• o VALVE PIPE PER SPECS. `" a .�•� '4R2 o LANDSCAPE FABRIC � 0 0 BRICK SUPPORTS 4 REQ. USE TWO STREET ELLS, ONE NIPPLE (6" MIN. �9 �— BRICK SUPPORTS (4 REQ.) 3/4" ROCK, 2 CUBIC FT. PVC SCH 40, SLIP BY SLIP COUPLING o o 8 o BRICK SUPPORTS 4 REQ. ¢ LENGTH),AND ONE THREADED ELL FOR ASSEMBLY ADAPTER,2 REQUIRED N PVC MAINLINE PIPE TO MASTER VALVE o G b � . O��o -�— MAINLINE, SEE SPECS. L (NOT LESS THAN 10 PIPE DIAMETERS) SCH 80 NIPPLE THREAD BY SLIP,2 REQUIRED 3/4" ROCK, 3 CUBIC FT. zo #4 x 36" REBAR STAKE PVC SCH. 80 T.O.E. NIPPLE PER SPECS.AND PLAN. LANDSCAPE FABRIC LANDSCAPE FABRIC LANDSCAPE FABRIC z 3/4" ROCK, 2 CUBIC FT. LU W LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. BRASS MAINLINE PIPE FROM BRASS NIPPLE TYP. o Q BACKFLOW PER SPECS. U) Z 3/4" ROCK, 1 CUBIC FT. NOTE: NOTE: BRASS MAINLINE FROM P.O.C. o /n BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO NOTE: � V IRRIGATION CONTROLLER. ¢ z Q O INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF NOTE: N USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE THE MASTER VALVE ASSEMBLY. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS W J 0 NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE OF THE FLOW SENSOR. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALLATION AT MAIN LINE DEPTH. OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM o m SIDE OF THE PRESSURE REGULATOR ASSEMBLY. U z W � Q SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW-N.T.S. w Q U SECTION VIEW-N.T.S. Cr w w Of w W U D PRESSURE REGULATOR Q p W z W H QUICK COUPLER VALVE G BALL VALVE F FLOW SENSOR E MASTER CONTROL VALVE � J � z WW PVC SCH 40 ELL N J 0 STAINLESS STEEL PVC SCH 80 NIPPLE (TYPICAL, o � 0 FLIP TOP LID, SHOWN LENGTH AS REQUIRED) Fn < Z) Lo IN OPEN POSITION PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN z of MOWFINISH GRADE w N Q e ` ...°e a'a' , .. ROADWAY PAVING OR DUAL HYDRAULIC PISTONS PLASTIC RECTANGULAR VALVE BOX WITH BOLT COVER, USE STAINLESS BOLT, NUT, AND WASHER. PEDESTRIAN PAVING = _ SUPPORT LID OPEN DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE o C� — — - — - z II— I- CONTROLLER ENCLOSURE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND RCV"AND CONTROL STATION#ONTO LID. BA KFILL CL EAN COMPACTEDC LID HALL BE TAN IN COLOR. WHEN CLOSED: CO O DIMENSIONS WH $ - A TED TO LID. AND BA KFILL COMP C TROL STATION#ON S C T BRAND"RCV"AND CON EDGE. HEA —I I— I— I—I 38"H x 16"W x 15.5"D " N COLOR. LID HALL BE "TAN I CO O- - — S TO THE DENSITY OF — - C B EXISTING SOIL — - I— - - — — ;q. — — LATERAL LINES, SEE SPECS. - LATERAL LINES — — CONTROLLER 3• FINISHED GRADE ao 3• I— I I- - - - - TERMINAL STRIP FOR SIN SHRUB AREAS O IN SCH 40 SLEEVE I— - REMOTE CONTROL VALVE - — s — — _ — _ -� FINISHED GRADE fi STAINLESS STEEL IN SHRUB AREAS —I WIRE CONNECTION — II — I- - — — — — — - - - - — — — CONTROL WIRES, SEE SPECS. 16"WIDE TOP-ENTRY — PRESSURE BEG. — — CONTROL ZONE KIT: RAIN BIRD — —I I— — � •, '; z,�' �j —I I —III- — — — — — III—III— 4"MIN. —III—I CONTROL WIRES _ CONTROLLER ENCLOSURE I I— — XCZ-10000M XCZ-100 COM KIT — - - II —II - - — II I — III - - `k.. _ STAINLESS STEEL, U.L. LISTED, R.C.V. —III—III III—III— w NEMA 3R RAINPROOF RATED — INCLUDES FPT BALL VALVE — — — — IN SCH 40 SLEEVE — — =1 I I—I i I_ II — II- —PREDRILLED, REMOVABLE — 24"WIRE LOOP — UNDISTURBED SOIL FILTER 3"MIN III—III— — — ¢ ,t�,, Vr, •;" .-� II— — —I U S — I� — 100PESB VALVE, RBY 100C LSS — — — — 'l — - - — — — BACKBOARD. REMOVABLE FRONT — —III—I I I I III 3 UNDISTURBED SOIL I— ( ( — ______ _____ ____ _ — FILTER AND PSI M40X-100 - — — PRESSURE MAINLINE SEE PANEL NOT SHOWN r — I VALVE ID TAG — _ — I - - I I — PRESSURE REGULATOR. _ `_ �'�•:�` x-,;> g" a PRESSURE MAINLINE :I I = I — = SPECIFICATIONS — I I I I i I I—III— LATERAL IN SCH 40 SLEEVE C C — e ® 1"PVC ELECTRICAL SWEEP FOR i SLIP BY SLIP EL SCH 80 PVC —I D I I = —I I —I = — _ FLOW SENSOR WIRES i PVC SCH 40 MALE ADAPTER —_ :III—I I =11 l=—I I- PVC SCH 40, SLIP BY SLIP z"MIN CONTROL VALVE w PVC SLEEVES TO BE _ _ _ _ _ _ _ POWER SWITCH EPDXY SEALANT -�PVC LATERAL TO DRIP SYSTEM COUPLING ADAPTER, —III—III—III—III—III—III—III—III—I AND RECEPTACLE " I I `2� THREAD BY SLIP SCH 80 PVC w FI I I-III1 I I1 I I-1 I I1 I -IIIIII-III- TWICE THE DIAMETER CONCRETE PAD AS PER CONTROLLER PVC SCH 80 NIPPLE 2 REQUIRED (� o NIPPLE TYP. OF THE PIPE OR WIRE i ENCLOSURE MANUFACTURER'S SPECS. __- ° ° BRICK SUPPORTS (4 REQ.) ¢ BUNDLE CARRIED. DIMENSION A B C L -•+— FINISH GRADE 0 Cb DIMENSION A B C D :V ° SCH 80 NIPPLE THREAD m " ,� DETAIL ALSO FOR PIPE _ — o o 0 0 o BRICK SUPPORTS 4 REQ. BY SLIP, 2 REQUIRED w ROADWAY PAVING 3/4"TO 2-1/2" IN SIZE 18" 12" 4" ,�_�¢° •Q SCH.80 PVC � 36 24 24 4 INSTALLED IN ROCK SOIL. I I—I I •� I I-I I 3"PVC ELECTRICAL SWEEP FOR •�'a q •�'•• g•Q o �— ( ) O IRRIGATION MAINLINE v 1112"TO 4" IN SIZE I— —I FITTING w y,. . 3"TO 6" IN SIZE 24" 4" LOW VOLTAGE CONTROL WIRES PEDESTRIAN PAVING 18" 12" 12" 4" MAINLINE LANDSCAPE FABRIC Y PEDESTRIAN TO I IN SIZE 1"PVC ELECTRICAL SWEEP FOR ¢ 11/2" 110 VOLT POWER WIRES 3" ROCK,2 CUBIC FT. TWO CUBIC FEET RAVEL < PVC SCH 80 NIPPLE(2-INCH 3"MINIMUM DEPTH 3/4"X 96"COPPER GROUND ROD LENGTH, HIDDEN)AND fr Y PVC SCH 40 ELL LANDSCAPE FABRIC = m CONNECT AS PER MANUFACTURER ¢ o PVC SCH 40 TEE OR ELL o w w z SECTION VIEW- N.T.S. ¢ U SECTION VIEW- N.T.S. z J LLJ SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. O o z w ¢ N J M SLEEVE INSTALLATION L PIPE INSTALLATION K CONTROLLER ENCLOSURE J DRIP RCV ASSEMBLY I REMOTE CONTROL VALVE m o 0 O Z W N z 0 a ao J � J = O -LOW VOLTAGE WIRES, 3 MAXIMUM Z WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE m � o g CLOSE TUBE LID AFTER WIRE U W o >� IS INSERTED INTO TUBE a — of MAINLINE, SEE LEGEND DRIP LATERAL- PVC CLASS 200 PIPE. < W U J FOR TYPE. w� ¢ Q Q Q DRIP EMITTER CONTROL SHRUB EMITTER DETAIL (TYPICAL), SEE 3 Q w m C3 POLY TUBE PRE-FILLED WITH VALVE ASSEMBLY, SEE DETAIL"A"ON THIS SHEET w V 2 m M m m m In N WATERPROOF GEL o W � o > > > w CO LEGEND FOR TYPE. Q � cn U cn cn cn z a LOCK TABS PREVENT WIRE REMOVAL BACKBONE LATERAL - PVC CLASS 200 PIPE. m 0 U C) 0 0 o r ONCE CONNECTOR IS INSERTED � Q U U � 0 0 0 � U O SCOTCHLOK ELECTRICAL SPRING Ld FLUSH VALVE. SEE DETAIL"C" o J z z o J Z w o J ON THIS SHEET v7 CONNECTOR. WIRES SHALL BE ¢ ¢ ¢ ¢ ¢ ¢ z ¢ z admaao_ c.� a PRE-STRIPPED OF 1/2" OF THE FOR LANDSCAPE IRRIGATION PLAN SEE SHEET L3.1 Wn co W co co W co m INSULATION PRIOR TO INSERTIONG _0 0 0 0 0 00 0 0 0 INTO THE CONNECTIOR. TWIST _ _ _ _ _ F FOR LANDSCAPE IRRIGATION LEGEND, SEE SHEETS L4.1. w W N �„ \\\ 4 �\ J CONNECTOR ONTO WIRES TO FOR LANDSCAPE SPECIFICATION, SEE SHEETS L7.1 - L7.3. o ¢ 0 (N Cq C rn � SEAT FIRMLY. p p N N N N N CV N N �- � co cD r` j SCOTCHLOK CONNECTOR AND WIRESED These plans have been reviewed*by the Coachella Valley Water District in accordance with w r- o 0 0 0 0 0 0 o INSERTED INTO TUBE UNTIL THE �-, CONNECTOR PASSES LOCK TABS0 the Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section 65597 et seq. requiring C efficient landscape irrigation design in cooperation with the local governing agency(City or0 G v 0County). ¢ NOTE: pp g y pp ~ z PA/PM: A. ZERTUCHE m WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. *Approval of this drawing b CVWD Staff does not constitute approval to encroach into 00 u7 c district and USBR right-of-way.Trees, plants,walls and permanent structures of any kind may O (n Im KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A0 not be planted or installed in CVWD and USBR easements or right-of-way without first DRAWN BY: SM / MJ W WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. o UNDERGROUND SERVICE obtaining an encroachment permit from CVWD. O m DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF ALERT �F z N JOB No.: 051- � In WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. CALL: TOLL FREE Q o E a James J. Ridge Date z S T a SECTION VIEW - N.T.S. PLAN VIEW - N.T.S. 1-800-422-4133 Lia so9 Water Management Supervisor '' . ` _ TWO WORKING DAYS BEFORE YOU DIG Sig ature Q z (� 3 0 Date fi Q Development Services Supervisor L4 �"' Z 0 O WIRE CONNECTION N TYPICAL DRIP LAYOUT �TF cA��F°�� V) Q CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. NC PLANT LEGEND BOTANICAL/ HYDROZONE MIN. MIN. F } '� z v ISYMBOL COMMON NAME MIN. SIZE FACTOR QUANTITY DETAIL COMMENTS HEIGHT SPREAcu D o �, ao TREES LLI LLJ --.,.,�.� � U O • ACACIA STENOPHILLA/ 24" BOX LOW 32 B SINGLE TRUNK.... 9'-11' 4'-5' SHOESTING ACACIA (0.2) LOW BRANCHES ' W CERCIDIUM FLORIDUM/ 24" BOX LOW 16 B SINGLE TRUNK 9'-11' 4'-5' / / F_ BLUE PALO VERDE (0.2) LOW BRANCHEScr ' °� . . '• -�- �' 00 .k. ¢ CL AN ' OU oHo 00 00 OLEA E. 'SWAN HILL'/ 36" BOX MODERATE 13 B MULTI-TRUNK 10'-12' T-8' / �' ' d x' Q J a, �" ;�.' a. � �. � '�• "; Rom. Q N � ,, -•O� , °y' ."+ te ,d ° SWAN HILL OLIVE (0.5) LOW BRANCHES 4' ' ' : w ,:' of U_ O SOIL SAMPLE LOCATIONS - k d� � �' " a LLJ a, 'D Q e '" QUERCUS VIRGINIANA 24" BOX MODERATE 26 B SINGLE TRUNK 8'-10' 3'-4' " '"� � � ,° � O a O 'HERITAGE' / 0.5 LOW BRANCHES SOUTHERN LIVE OAK ,.:•:a '=a:•4..' k ��,. .: - CD <.. �. °k F� •aQ k` a+k`' -.o v � 'k 4 ak {r/ 'tO � � •� ' cr ' QUERCUS ILEX/ 24" BOX MODERATE 16 B SINGLE TRUNK 8'-10' 3'-4' `` ° 4 .% " M ' 0LLJ � HOLLY OAK (0.5) LOW BRANCHES - f "a` � � ' � •r� UJI C � •d X CHITALPA TASHKENTENSIS/ 24" BOX MODERATE 21 B STANDARD 9'-10' 3'-4' _ ©� a R A=k 'PINK DAWN' 0.5 L f Q:` • ® F cn ( ) OW BRANCHES a a " `k o 0 a Jal:, a+.a•,---a,.,v a a a ` '.c'.. AA �i ,f r ` qpk i. '¢✓+. `a$.v +x e t °.� A as - 4 k Z 17 !2 M M E a} 'e + u IffC ^ '� Vrtl \N\ cr, M LAj 0 FRAXINUS V. RIO GRANDE / 24 BOX MODERATE 17 B SINGLE TRUNK 10'-12' 4'-5' d•. ' °,- a kk, a0 FAN-TEX ASH (0.5) LOW BRANCHES !f ° aCL W w to ' N4. 7 � 11 � �, o= °' NN LL. _z e, g a `�k•? /`� PHOENIX DACTYLIFERA 16'/20'/24' HIGH 29 D m 'MEDJOOL'/ BHT (0.7) k N,°- �/ ?r J Jam^ z ✓. MEDJOOL DATE PALM ' ., a �� '` / e„ •@ . �� »,i V) MELALEUCA QUINQUENERVIA/ 15 GAL MODERATE 18 B MULTI-TRUNK T-6' 2'-3' `.�"'yE "( ` r� ° . . cn CAJEPUT TREE (0.5) LOW BRANCHES (`�.�/ ` e,�k °u,\ �, � �• p� •' -"s' a� �: ° o LLj AjAi\ \l , °/V 7 ,/` �VJ C MIN. SIZE/ 8:;. �s " f` y: s 0 F- � J SYMBOL BOTANICAL/COMMON NAME SPACING HYDROZONE QUANTITY DETAIL U 20 ,' m SHRUBS AND GROUNDCOVER .x �, r a. ®' a � ,. . s 0 W LL J AGAVE DESERTI/ 5 GAL./ LOW 43 A,CLLJ ® � Z DESERT AGAVE 5 O.C. (0.2) f Ate. w V �, `.: X ir - a W BOUGAINVILLLEA'CRIMSON JEWEL'/ 5�GAL./ MODERATE 44 A,C k �� / k �� L O BOUGAINVILLEA 6 O.C. (0.5) , � (ly��) a W U f` R ," O w z ° b Y p W Q W O ENCELIA FARINOSA/ 5 GAL./ LOW 75 A,C � �"-0 � J a BRITTLE BUSH 3 O.C. 0.2 a J s � Q c z W BUDDLEIA MARRUBIFOLIA/ 5 GAL./ LOW 30 A,C W Q BUTTERFLY BUSH 5' O.C. (0.2) o CAESALPINIA PULCHERRIMA/ 5 GAL./ MODERATE 14 A,C � { " • °• ',a. � ( �+'a ` �, � �. �" ",• ° w � � N RED BIRDS OF PARADISE 8' O.C. (0.5) t R° d c . I °'.�tr •```' :V° :�' at :: t fit' /'�'� ,� '} , \./ O CALLIANDRA CALIFORNICA/ 5 GAL./ MODERATE 20 A,C � • BAJA FAIRY DUSTER 5' O.C. (0.5) // z ° • A. r •.ka, t .,'.a x x e' k;.�� fa ,,,,., ,A° ,,, aO ,A CASSIA ARTEMISIOIDES/ 5 GAL./ LOW 58 A,C FEATHERY CASSIA .2 r 0© o ODALEA GREGGI/ 1 GAL. LOW 56 A C / I TRAILING INDIGO BUSH 5' O.C. (0.2) `. ° 7 y 10°. + FOUQUIERIA SPLENDENS/ 2-3 CANES/ LOW 13 A, C O OCOTILLO 5'- 6'HT. (0.2) a r .., � ,s`rig ... .t + '• "� t �a "0Q r / O HESPERALOE PARVIFLORA/ 5�GAL. LOW 128 A,CF<° f RED YUCCA 3 O.C. +, r° f r� , W Uj LANTANA MONTEVIDENSIS/ 5 GAL./ MODERATE 145 A C / / LANTANA 6' O.C. (0.5) �•� r� �x ~ $ ° ® ;t'SP' a \ •, � r LEUCOPHYLLUM F. 'SPRING BOUQUET'/5 GAL./ MODERATE 81 A,C I ``/ a ` A . �/ ��, TEXAS SAGE 5' O.C. (0.5) * SALVIA LEUCANTHA/ 1 GAL./ MODERATE 66 A,CLLJ O MEXICAN BUSH SAGE 5' O.C. (0.5) ` w ~�� f � a "� spy.•- '4 � �. /� t � �V �®{.'� -Y^�..�,$�k, °'� � �° k � p > DECOMPOSED GRANITE MULCH 2-1/2"THICK COLOR TO BE SOUTHWEST BOULDER AND STONE -ADOBE SUNSET /�j . . °� �p W x 3/8" MINUS(11 % FINES),WETTED, ROLLED AND COMPACTED ATCy(I/y� ,` a '� a `fix® `' / m V) 2', 3'AND 5'BOULDERS SEE L1.1 - L1.2 FOR BOULDER SIZES EFT A� / } I / Z Uj DENOTES SOIL SAMPLE LOCATION (2 TOTAL)-REFER TO PLANTING NOTES, / % o Z W z ITEM 'H', SEE SHEET L6.1 FOR ADDITIONAL INFORMATION ` N a NOTES: M a w m o 1. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO �� ( O W N �.. z Z H I LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) ` LANDSCAPE TABULATIONS J DAYS PRIOR TO INSTALLATION OF SOIL PREPARATION OR PLANT MATERIALS. < Z o -TOTAL SITE LANDSCAPING PROVIDED: o J 2. SOIL PREPARARTION AND BACKFILL AMENDMENTS PER SPECIFICATION AS TOTAL SITE: 2$5,793 S.F.(6.6 AC) za RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. WATER CONSERVATION NOTES LANDSCAPE: 715 79 S.F. S.F. AC AC.) m a- oW 3. BACKFILL MIX FOR DESERT TREES AND SHURBS TO BE NATIVE SITE SOIL ONLY. o W o THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: - PARKING LOT TREES a o i 4. ALL TREE TO HAVE LOWER BRANCHES REMAINING ON BASE OF TRUNK. CONFORMING TO "WATER CONSERVING LANDSCAPE" REQUIREMENTS, REQUIRED: 1 PER 3 STALLS Q v a (� NO STRIPPING OF TREE BRANCHES WILL BE ALLOWED OR ACCEPTED. SECTION 20.52 OF THE ZOING ORDINANCE 211 STALLS/ 3 = 70 TREES REQUIRED � (� a � a a ¢ O PROVIDED: 104 TREES 3 Q w - - m CN 5. NO TREES PLANTED IN CVWD EASEMENT OR RIGHT-OF-WAYS. • INDICATES PARKING LOT TREE m M m m m w M WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS Z o o > m m z w UTILIZED IN 75% OF THE TOTAL PLANTED AREA. CITY STANDARD: cn U cn cn U) of CO KEY MAP 1 MEDIUM OR LARGE TREE FOR EVERY 3 STALLS CD Q o X 0 0 X O Y r AGRICULTURAL COMMISSIONER'S NOTE: • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF (ifa J = = = � = � = ti o W O ALE. N.T.S. WATER NEEDED TO SUSTAIN THEM. NOTE: N U z z z z z N z DROUGHT TOLERANT AND NATIVE PLANT SPECIES SHALL BE PREFERRED OVER a a a a a z Q PLANT SHRUBS A MIN. OF 36"AWAY FROM ALL HARDSCAPE. o J J _J J J O _1 a NON-DROUGHT TOLERANT OR NON-NATIVE SPECIES; HOWEVER, THE QUANTITY AND • DECOMPOSED GRANITE MULCH UTILIZED IN THE LANDSCAPE -2-1/2"DEPTH MIN. SIDEWALKS, CURBS AND BUILDINGS. PLANT TREES A MIN. OF z¢ o_ °° a o_ d U '••.°,y EXTENT OF THESE SPECIES SHALL DEPEND ON THE PROJECT'S CLIMATIC ZONE. 5' FROM ALL BUILDINGS, HARDSCAPES, CURBS,AND SIDEWALKS. m 0 0 0 0 0 0 0 0 "ti ALTERNATIVE TYPES OF LOW VOLUME IRRIGATION ARE ENCOURAGED TO BE USED IN • IRRIGATION SYSTEM TO BE DESIGNED TO COMPLETE CYCLE WITHIN 8 HOURS. 00000000 W � NNNNNN � N J ORDER TO CONSERVED WATER. REVIEW OF THE LANDSCAPING AND IRRIGATION PLANS FOR LANDSCAPE LANDSCAPE DETAILS, SEE SHEET L6.1 o Q 0 0 0 P' sy°� ANY APPLICABLE WATER UTILITY FOR THE ABOVE STANDARDS MAY BE REQUIRED Q �� RECOMMEND THAT THE AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH FOR LANDSCAPE SPECIFICATIONS, SEE SHEET L7.1-L7.3 o o N N N M N N PRIOR TO PLANNING DEPARTMENT APPROVAL. • CL N N N co co ....-,. : ":.°py WATERING HOURS BETWEEN 10:00 P.M.AND 6:00 A.M. These plans have been reviewed*by the CeacheJJa Valley Water District in accerdanca with LLj � o 0 0 0 0 0 0 U •.•.:..•.� `• •. F NOTE: the Water Code Title 7, Division 1, Chapter 3,Article 10.8,Section 65597 et seq.requiring PHOENIX DA TYLIF • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT HYDR Z CC O C ERA MEDJOOL /MEDJOOL DATE PALM CANNOT BE PURCHASED OUTSIDE OF THE COACHELLA VALLEY AREA. THE HYDRO ZONES OF THE efficient landscape irrigation design in cooperation with the local governing agency(City or W G 9 9 P 9 9 9 y( ty � PALM TREES ARE REQUIRED TO BE PURCHASED AT A LOCAL NURSERY WITHIN COACHELLA VALLEY, PREFERABLY AT WD YOUNG LANDSCAPE ON SEPARATE VALVES. County). a m NURSERY cn °� Approval of this drawing by CVWD Staff does not constitute approval to encroach into z PA/PM: A. ZERTUCHE y"ti • IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS,AIR TEMPERATURE AND EXPOSURE. district and USBR right-of-way.Trees,plants,walls and permanent structures of any kind may 0 m PALM MEMO: not be planted or installed in CVWD and USBR easements or right-of-way without first C6 ¢ DRAWN BY: SM TE W :. . � W obtaining an encroachment PALMS ARE TO CONFORM TO THE FOLLOWING CRITERIA. NON-CONFORMANCE TO THE FOLLOWING CRITERIA WILL BE GROUNDS FOR • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. permit from CVWD. REJECTION ON SITE: �A4AF ,U JOB NO.: 051 00 W ° • LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE v E �; BLD, �- - PALMS ARE TO BE MEDJOOL VARIETY. WITH STATE OF CALIFORNIA WATER EFFICIENCY Z A. J C CY ORDINANCE FOR APPROVAL SHALL SCALE 1 = 20 a James J. Ridge Date V v E �F B`�". - �,P - TRUNKS ARE TO BE STRAIGHT. • BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. �`' L'�• # 9 Water Management Supervisor J z S J� (00, li - TRUNKS ARE TO BE DIAMOND CUT. a cn c - TRUNKS ARE NOT TO HAVE GASHES OR OTHER IMPERFECTIONS. • AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. n t re z r , / - PALMS ARE TO BE BURIED WITHIN A FOOT OF THE ORIGINAL GROUND LEVEL. EXCESSIVE AIR ROOTS ARE NOT ACCEPTABLE. 07/18/06 U 3 - PALMS ARE TO BE INSPECTED AT NURSERY BY PALM EXPECT FOR DISEASE.A LETTER CONFIRMING THIS INSPECTION IS TO BE �y (Date) �`P Development Services Supervisor o z SUPPLIED TO RIDGE LANDSCAPE ARCHITECTS PRIOR TO SHIPMENT OF PALMS TO JOB SITE. 0 10 20 40 60 lF 0F, CAL�F� w L50 v w Q P� I0- CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. DENOTES SOIL SAMPLE LOCATION (2 TOTAL)-REFER TO PLANTING NOTES, AGRICULTURAL COMMISSIONER'S NOTE: ` o ITEM'H', SEE SHEET L6.1 FOR ADDITIONAL INFORMATION nd R •• 3 a, v, DROUGHT TOLERANT AND NATIVE PLANT SPECIES SHALL BE PREFERRED OVER NOTES: NON-DROUGHT TOLERANT OR NON-NATIVE SPECIES HOWEVER THE QUANTITY AND , .9 EXTENT OF THESE SPECIES SHALL DEPEND ON THE PROJECT'S CLIMATIC ZONE. s o« •. o u L� 1. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO ALTERNATIVE TYPES OF LOW VOLUME IRRIGATION ARE ENCOURAGED TO BE USED IN LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) ORDER TO CONSERVED WATER. REVIEW OF THE LANDSCAPING AND IRRIGATION PLANS es=, :o° y,.4 w DAYS PRIOR TO INSTALLATION OF SOIL PREPARATION OR PLANT MATERIALS. ANY APPLICABLE WATER UTILITY FOR THE ABOVE STANDARDS MAY BE REQUIRED / O PRIOR TO PLANNING DEPARTMENT APPROVAL. z 2. SOIL PREPARARTION AND BACKFILL AMENDMENTS PER SPECIFICATION AS w RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. NOTE: 40000 - -- _ - - - - PHOENIX DACTYLIFERA'MEDJOOL'/MEDJOOL DATE PALM CANNOT BE PURCHASED OUTSIDE OF THE COACHELLA VALLEY AREA. R ° U + 3. BACKFILL MIX FOR DESERT TREES AND SHURBS TO BE NATIVE SITE SOIL ONLY. THE PALM TREES ARE REQUIRED TO BE PURCHASED AT A LOCAL NURSERY WITHIN COACHELLA VALLEY, PREFERABLY AT WD �,�'� / Lw s, YOUNG NURSERY �x / s Iry 4. ALL TREE TO HAVE LOWER BRANCHES REMAINING ON BASE OF TRUNK. c�`Z� .` NO STRIPPING OF TREE BRANCHES WILL BE ALLOWED OR ACCEPTED. PALM MEMO: �� PALMS ARE TO CONFORM TO THE FOLLOWING CRITERIA. NON-CONFORMANCE TO THE FOLLOWING CRITERIA WILL BE GROUNDS - �,T .<5 \ 0 x 00 FOR REJECTION ON SITE: �� 0 a 5. NO TREES PLANTED IN CVWD EASEMENT OR RIGHT-OF-WAYS. ° ;r m : M M . rt`r gTCy�/N - PALMS ARE TO BE MEDJOOL VARIETY. o 00 Gq - TRUNKS ARE TO BE STRAIGHT. - A o� - TRUNKS ARE TO BE DIAMOND CUT. 00000, �� 9 b "b� �■■�■� - TRUNKS ARE NOT TO HAVE GASHES OR OTHER IMPERFECTIONS. w - PALMS ARE TO BE BURIED WITHIN A FOOT OF THE ORIGINAL GROUND LEVEL. EXCESSIVE AIR ROOTS ARE NOT ACCEPTABLE. 20 PALMS ARE TO BE INSPECTED AT NURSERY BY PALM EXPECT FOR DISEASE.A LETTER CONFIRMING THIS INSPECTION IS TO BE ' ° - SUPPLIED TO RIDGE LANDSCAPE ARCHITECTS PRIOR TO SHIPMENT OF PALMS TO JOB SITE. 9r © o LAJ tr ai.x, fir; x �� / 24 �. q U �,;�r �� :L 1 i k t t �' w o o °� z . 6 1 MATCHLINE -SEE SHEET L1.1 w a SOIL SAMPLE LOCATION D ... It FL• ° ; ? ~ '+ W�u. �° ~ m `" �� R a to0 Jt / �f'r . '. OA �� GJ Gr b0 � fi J e o 1 1 !1 £••. a J / �rr `5� f� (J Jw .d'a J ) t +f r•<• lr' o g _ g. /''� f,l fj,,. 'ti. "4,` .-1 �i f!J W i-1 ray. ti b a�-.'.'° � {h f r j t 24 z R.R ., d LLJ rf i, r `-s~.._j~ j •..,, .+:,. ~^••`"`!•<.,y - r r k• t y t SLY:• d Ir• _ it a 3 f Y•?!:. ,; F'a s q jr I' tt: "°, �` jam 1`',•-•r...,, �er° �:"�• � °y I �`.. , rf } f r JI.yF" ° i i �/ate)©$' W rt• Q J� 02 N OO pE J f l✓ Q1 N V f F 1`. Y<g � ++ �„ R�r � e"°`..,�g •`Krr+ "�,., • • '° I 1 N f ry`�� y8,hx•-v f f f �~ 3 •'��.°'g--°N� "; j{( �,r t �:' � �;ss' W 0 Q 00 N r r f r D16 '�; a • .n " f e. `� .s• <.�. _ '� _am -- 9�� ~ ~ K~ 1 b. i •a" r N v a ,y ti ��. , F {r f (pl�J .Q,: i t •.R "S'< Z 3 "s. m N f Uj LLJ 1 O tt tt 1t t H f as° t jj i f V q)j F' d t'e •a 1 1 r 1 Ao t _ � f ! Z� f e 9�e i,ur M s`` f q�� is �• \'° W N Z H CL sb 9:q'• � fi l"°� • J ' ��. ":�" �° "a.,2 .„jppr ^ ;��" °; Q.�`.' ' 0 p o- ji �°:.' a �• i - 1 ! � j tl a..., e�. ' Q9 � < j �, ' �: ,a.• � '' l. _�e..o W-j< !f r'" _ t { t i F if a' p r t a •.QQ 3s .sa . k. J 2 ....,,,jf' a �/,^7-� � .•a.e�r •• �iL;:. "'•"' � a ' � .a."•.,,9. c 0 { i q;°�/,i• °a "°"; ��,' z { r s { jfj v'{ f 3 e { a. :« Z tj { .j a { r j •...fFEO-' � �,q t• .,., °', •ax ,,.` "a5 O f i ;. BLD II)J � � q � d° ( r Fn q t Ld LU BLDG , �6 `q b .�(`4 acri BLDG . ° N.�: w tF!�# }°•f x\ # j (� � j)r f ,x. ;a` �l1 -....»f ,i4� 3® a. A., ?" °q� '',,• .��+ * �F. R's`• � � ¢ _j 0 { fi: QUj 1 °m F _j m w U f '. 1..•..`, '. °a 4 4 w,z ff1 ... ...._....._-- --{31, +Y ° .4 b°y °,, ,'6q w Q e. Cn _ a. E IR n a W is .:.�: .._ •�: �� p r t Wz w t ..q , .....,k.,.l• ifi6 e.°� •k S }} i•a E•. f 6 fi' T v/ �t 1 t E3 �r < Ff t< 3• r W s o w ° s R, ��: � � •-�Q •¢ � tad �:�� °�� a :� q � N J p E ifi 4 -�• •O01 LAJ ¢�. �q�: �+ w N Q i e q e r < s r < Y f ° . 9 R° f t m9 t r LLJ ,R. 1 e Hwo E � aft � „° q g�A aa5•, - I PLANT LEGEND w BOTANICAL/ HYDROZONE MIN. MIN. } : .a, �°, �-' z Uj SYMBOL COMMON NAME MIN. SIZE FACTOR DETAIL COMMENTS HEIGHT SPREADUj w TREES MIN. SIZE/ o SYMBOL BOTANICAL/COMMON NAME SPACING HYDROZONE ¢ r } m ACACIA STENOPHILLA/ 24" BOX LOW B SINGLE TRUNK 9'-11' 4'-5' SHOESTING ACACIA (0.2) LOW BRANCHES SHRUBS AND GROUNDCOVER X w AGAVE DESERT[/ 5 GAL./ LOW Y DESERT AGAVE 5' O.C. (0.2) 3 a G CERCIDIUM FLORIDUM/ 24" BOX LOW B SINGLE TRUNK 9'-11' 4'-5' BOUGAINVILLLEA'CRIMSON JEWEL'/ 5 GAL./ MODERATE w � M BLUE PALO VERDE (0.2) LOW BRANCHES O M Ir Cn BOUGAINVILLEA 6' O.C. (0.5) __ .� K o i M - .......... ww"' Uj LLJ OENCELIA FARINOSA/ 5 GAL./ LOW "` z Y BRITTLE BUSH 3' o.c. (0.2) WATER CONSERVATION NOTES ` - z Uj 0°0 OLEA E. 'SWAN HILL'/ 36" BOX MODERATE B MULTI-TRUNK 10'-12' T-8' BUDDLEIA MARRUBIFOLIA/ 5 GAL./ LOW THE FOLLOWING w Z a SWAN HILL OLIVE (0.5) LOW BRANCHES O WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: Z BUTTERFLY BUSH 5 O.C. (0.2) V J CONFORMING TO "WATER CONSERVING LANDSCAPE" REQUIREMENTS, N a U DERGR ND SERVICE m (D CAESALPINIA PULCHERRIMA/ 5 GAL./ MODERATE SECTION 20.52 OF THE ZOING ORDINANCE o UNDERGROUND S R CE a RED BIRDS OF PARADISE 8' O.C. (0.5) ALERT o 0 w N z Z H I / / CALL: TOLL FREE J CALLIANDRA CALIFORNICA 5 GAL. MODERATE O WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS 'HERITAGE'AGECUS V�RGINIANA 24" BOX 00j ERATE B LOW RANCHES SINGLE TRUNK 8 10' 3'-4' BAJA FAIRY DUSTER 5' O.C. (0.5) • UTILIZED IN 75% OF THE TOTAL PLANTED AREA. 1-800-422-4133 V' z SOUTHERN LIVE OAK CASSIA ARTEMISIOIDES/ 5 GAL./ LOW USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF Z FEATHERY CASSIA 5' O.C. (0.2) • WATER NEEDED TO SUSTAIN THEM. TWO WORKING DAYS BEFORE YOU DIG ¢ m ow O DALEA GREGGI/ 1 GAL. LOW o W o J DECOMPOSED GRANITE MULCH UTILIZED IN THE LANDSCAPE -2-1/2„ DEPTH MIN. o o i TRAILING INDIGO BUSH 5' O.C. (0.2) • ¢ � U IRRIGATION SYSTEM TO BE DESIGNED TO COMPLETE CYCLE WITHIN 8 HOURS. Li < Q O QUERCUS ILEX/ 24" BOX MODERATE B SINGLE TRUNK 8'-10' 3-4 + FOUQUIERIA SPLENDENS/ 2-3 CANES/ LOW • W U o ¢ ,- ¢ ¢ ¢ r O HOLLY OAK (0.5) LOW BRANCHES OCOTILLO 5'- 6'HT. {0.2) FOR LANDSCAPE PLANTING DETAILS, SEE SHEET L6.1 3 U) w r r- r m RECOMMEND THAT THE AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH FOR LANDSCAPE SPECIFICATIONS, SEE SHEET 1-7.1-1-7.3 ¢ M M M M ~ D N O HESPERALOE PARVIFLORA/ 5 GAL. LOW • WATERING HOURS BETWEEN 10:00 P.M.AND 6:00 A.M. o Z N 0 N N N z W 00 RED YUCCA T O.C. = Q Y ]C Y Y Y 0 Y r KEY MAP IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT HYDROZONES OF THE o J w w w w w v w r LANTANA MONTEVIDENSIS/ 5 GAL./ MODERATE • LANDSCAPE ON SEPARATE VALVES. NOTE: a 0 0 w 0 0 0 0 0 SCALE: N.T.S. LANTANA 6' O.C. (0.5) oU z z z z z V) z PLANT SHRUBS A MIN. OF 36"AWAY FROM ALL HARDSCAPE. ¢ ¢ ¢ ¢ ¢ z ¢ X CHITALPA TASHKENTENSIS/ 24" BOX MODERATE B STANDARD 9'-10, T-4' IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS, AIR TEMPERATURE AND EXPOSURE. o J J o _J J _J o _J t4i LEUCOPHYLLUM F. SPRING BOUQUET'/5 GAL. / MODERATE • SIDEWALKS, CURBS AND BUILDINGS. PLANT TREES A MIN. OF z¢ a a m a PINK DAWN' (0.5) LOW BRANCHES 5'FROM ALL BUILDINGS, HARDSCAPES, CURBS,AND SIDEWALKS. ca a o,� TEXAS SAGE 5' O.C. (0.5) RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. o O o O 0 CO CO to O o 0 N Nc,4 N �c*4 J V 9y • O O O O O O O O s O SALVIA LEUCANTHA/ 1 GAL./ MODERATE LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE 0- ¢ 0 rn co Q ��r �� tio MEXICAN BUSH SAGE 5' O.C. (0.5) • WITH STATE OF CALIFORNIA WATER EFFICIENCY ORDINANCE FOR APPROVAL SHALL a o o N �� M N o BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. N o o n o 0 0 0 DECOMPOSED GRANITE MULCH 2-1/2"THICK -- • These plans have been reviewed by the Coachella Valley Water District in accordance with = the Water Code Tjtle 7, Division 1, Chapter 3,Amide 10.8,Section 65597 et seq.re uiriru, i COLOR TO BE SOUTHWEST B6ULDER AND STONE-ADOBE SUNSET AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. w U 3/8" MINUS(11% FINES),WETTED, ROLLED AND COMPACTED • efficient landscape irrigation design in cooperation with the local governing agency(City or FRAXINUS V. 'RIO GRANDE'/ 24" BOX MODERATE B SINGLE TRUNK 10'-12' 4'-5' County). ¢ m m FAN-TEX ASH (0.5) LOW BRANCHES *Approval of this drawing by CVWD Staff does not constitute approval to encroach into z PA/PM: A. ZERTUCHE c BLDG. 2', T AND 5'BOULDERS SEE L1.1 - L1.2 FOR BOULDER SIZES � district and USBR right of-way.Trees,plants,walls and permanent structures of any kind may o (/� m ::;. not be planted or installed in CVWD and USBR easements or right-of-way without first ¢ DRAWN BY: SM / TE W i �.. . :::: :. :::::. CD U :;::•: � •' ':.�'.:... • � A obtaining an encroachment permit from CVWD. � ::::, :' F w JOB NO.: 051-01ft0 E f ,� PHOENIX DACTYLIFERA 16 /20 /24 HIGH D � o U "' ::r.' F > > a James J. Ridge Date z • ' _.::.`:..` :::ei : :::.r. '.:::.: :: MEDJOOL / BHT (0.7) _ �^ SH T o ::. . :. ::: .:.'::� . SCALE 1 20 W I_ta ¢ .o.::: .. # Water Management Supervisor J J y� MEDJOOL DATE PALM N & P�. �. f �Sfgnarure) z U __ p 3 9 MELALEUCA QUINQUENERVIA/ 15 GAL MODERATE B MULTI-TRUNK 5'-6' 2'-3' �� 07//118//06 �Q Development Services Supervisor o �r z . . ........................................................................... C # CAJEPUT TREE (0.5) LOW BRANCHES qT � ■ r 0 10 20 40 60 F CA1-�F w w J CAUTION : IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Y CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE PLANTING NOTES / LEGEND 1 z¢ 1. FRONDS TO BE TIED AND PROTECTED DURING o A. A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, SHIPMENT. FERTILIZATION AND OTHER PLANTING INFORMATION. �� \ Z 1 ) Sleeving / Grading B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO / 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE 2 3 w O COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT Z BASE OF FRONDS. TRUNK TO BE CLEAN , STRAIGHT Uj a. Sleeve diameter, type, depth and location AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. 6 M C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE 0 b. Soil surface drainage, elevations and trash PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY 3. PLANT BASE OF TREE AT OR SLIGHTLY ABOVE FINISH SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. / 'I GRADE. DO NOT BURY ANY PART OF TRUNK N (includingweeds & rubble) ) D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND 4. FINISH GRADE R007B4LL - o ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF 5. ROOTBALL: TO BE PROTECTED DURING SHIPMENT 4 0_ THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS MINIMUM 3'-6'X 3'-6'X 4'DEEP. w 2) Hardscape / Boulders - Cobble DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. CL I I III—III m 6. NATIVE SAND M a. Sidewalk and wall layout E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT ,3 X ROOTBALL 5 0 0D THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND J b. Utilities location ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN 2 7. D.G. WIDTH M W M 141 a, CONJUNCTION WITH DAMAGED UTILITIES. 8. UNDISTURBED NATIVE SOIL LU C. Boulder type, size, weight and placement 4 3 o F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, 3 7 LEGEND o HYDRANTS, TRANSFORMERS, ETC.ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE 1. CONTAINER PLANT 6 Uj WITH THE PROPER EXECUTION OF WORK. U 3) Irrigation System Rough - In 2. WATER BASIN-MIN. 6" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD o o G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE 6 - w 3. FINISHED GRADE. a. Trench depth and location EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE Lmra -MISM119-M 4. ROOTBALL OF PLANT-MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS b. Pipe size and class SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT 1NOTE: REFER TO CITY OF PALM DESERT LANDSCAPE MAINTENANCE OR RETARD NORMAL PLANT GROWTH. 8 - GUIDE FOR PALM TREE PLANTING AND MAINTENANCE (SHOW BACKFILL MIX FOR DESERT TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY.) C. Pressure test (125 psi for 6 hours) H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREA , HAVE SOIL 5. EXISTING NATIVE SOIL. o SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION NHAVE 6. "ROOT CROWN" SHALL BE AT FINAL GRADE m o SAMPLES TESTED BY AN APPROVED LOCAL SOIL AND PLANT LAB FOR SOIL FERTILITY, to 8 4) Plant Material (trees & shrubs) AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. m v °� W TAKE TWO SAMPLES AT EACH LOCATION: (1)GROUND LEVEL TO 10" DEEP, (2)24" J W b�1D ea - o W TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL SCALE, N v u a. Condition TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND PALM PLANTING SCALE, N.T.S A SHRUB PLANTINGS SCALE, KT•S `o 2 V., v BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT >- b. Type OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO Z LANDSCAPE ARCHITECT PRIOR TO PLANTING. C. Placement w PREVAILING WIND � I• KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. N 0 0 J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. ® r 5) Ground cover (decomposed granite) Z � ooNo E K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE ¢ ? ° T m 8 WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL LAN VIEW 0 5 tz a. Type IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE b v� V- PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO m z F b. Depth and spacing LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. LEGECINDCH-TIE OR EQUAL(2 EA.) o PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE w C. Compaction ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL Q DO NOT OVER TIGHTEN, TREE SHALL BE p DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL �oiABLE TO MOVE SLIGHTLY. Z m; " "'CL� 6) Final APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF 0 ��w 2. 2 DIA.X 10' LODGE POLE PINE STAKE PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHTECT OR THE OWNER. 7 (2 TYP.) KEEP CLEAR OF ROOTBALL. SEE W moo= a. Irrigation L. SHRUBS SHALL BE PLANTED MIN. 36"AWAY FROM ALL HARDSCAPE, TREES SHALL 1 SPECIFICATIONS. w CCaQ BE PLANTED MIN. F AWAY FROM ALL HARDSCAPE FEATURES. m W U I— 2 3. WATER BASIN. 2" MIN. DEPTH AFTER 1) Valves, boxes and wiring 3 G1 W --- WATERING BY HOSI=. m M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE 11) Controller operation and schedule APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 4 9 4. FINISHED GRADE. 111) Sprinkler, bubbler and/or drip emitter type, N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS ^ o Q 3 5. BACKFILL MIX FOR DESERT TREES TO BE NATIVE N AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. Q SITE SOIL ONLY. z flow rate and quantity per plant 0. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT,TRIM, ; 6. EXISTING NATIVE SOIL. N IV Overall operation SMOOTH AND UNIFORM. N Q _ 7. SCARIFY SIDES AND BOTTOM OF Z nI p _ ROOTBALL 5 PLANTING PIT Z 1..` p. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER = — — 8. INSTALL D.G.AT BASE OF TREE - FEATHERED M w V As built INSTALLATION UPON PROVIDING SUPPORT PER PLAN. _ TOWARDS TRUNK. o Q_ r kin Q. DURING THE LENGTH OF THE GUARANTEE PERIOD, CONTRACTOR TO BE RESPONSIBLE - 9. SET TOP OF ROOT CROWN 2"4'ABOVE o Z b Tee staking FOR PROPER STAKING. FINAL GRADE AND SLOPE FOR DRAINAGE. Q C. Overall R. LANDSCAPE MAINTENANCE PERIOD IS TO BE NO LESS THAN 90 DAYS. 7 w W _ O LjL EE SPEC. 0 J w Q 3 X DIA. LU LLl Q OF ROOTBALL w of W Lu C) F- w C) Lu Z W LB TREE STAKING SCALE, N.T.S J J WQ 2Z w w — J o N tJ 0 C)z Z Q :D L J w 5 2 1 0 M z m o v ........... 7K\ 1 W Of Ll 3 , SECTION 3 = F1 LEGEND: 4 1. LOCATE PLANTS AS INDICATED ON PLAN ,` w a -- w c� 2. 24" CLEAR VEHICLE OVERHANG ZONE - a LOW (MAX. 8" HT.) GROUND COVER ONLY. O m 3. CURB 3 A4 10 CL w U 4. SPRINKLER HEAD - LOCATE BETWEEN Uj x PARKING STALLS WHENEVER POSSIBLE- Y MAX. 6" POP-UP WHEN LOCATED IN VEHICLE 0 Q OVERHANG ZONE. 3 < 5. VEHICLE _Of X m 0 o g Z PLAN VIEW Z Z �/� Y VJ U W o J_ _ U 0 Z N a O J a C PLANTING PARKING STALLS SCALE, N.T.S o w N a; J Z_ i Q _ � O � 7 U Z Z Q m J o o Ld g U a W U U ! U Q < Q � � Z KKK � O �..� w M N � m o (!� '2m � mmm � LLJ CO V U Z U U CY) U UP= U M U U U 0 U O V Q 0 J w CP U Z Z U3 Z Z Z (n Z Q Q O Q Q Q Z Q z OLiim0- aaU � M a } LO co W to co Co cp cc 0 C3 0 0 0 0 0 0 w 0 0 0 0 0 0 0 C) J CL o Q to d '4- co M Co 4- D O N N N t'''� N N N ca co r m These plans have been reviewed* by the Coachella Valley Water District in accordance with = C) 0 0 0 0 0 0 the Water CDde T Ve 7, Div sbn 1, Chapter 8,Arbdie 10.8,Sedim 65597 et seq. requking v efficient landscape irrigation design in cooperation with the local governing agency(City or a m County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into z PA/PM: A. ZERTUCHE •j district and USBR right-of-way. Trees, plants,walls and permanent structures of any kind may 1 o Wm UNDERGROUND SERVICE not be planted or installed in CVWD and USBR easements or right-of-way without first < DRAWN BY: SM / TIE m ALERT obtaining an encroachment permit from CVWD. U 0/ �F w JOB NO.: 051- -00 o CALL: TOLL FREE �� Z N Q� ram, E a� James J. Ridge Date Q z U 1-800-422-4133 W o g pervisor Water Mana ement Su S%E ,CD L a TWO WORKING DAYS BEFORE YOU DIG ign ure Zw� < j7�, 0 07/18/06 Q Development Services Supervisor of Z 3 yJ� (Date) �� o E CA��F LLJ w J CU F 0- CAUTION : IF THIS SHEET IS NOT 3011x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Y of 0 3 0 .5o � . ; a a SECTION 02811 0 4 ¢' � � �' r, � � :;5 PART I - GENERAL LANDSCAPE IRRIGATION 1.08 CLEANUP AND DISPOSAL z D. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow E. Diagrammatic Intent: UJ prevention unit shall be Schedule 40 solvent weld PVC conformingto ASTM D1785. w O 1.01 SUMMARY The drawings are essentially diagrammatic. The size and location of equipment and A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances z A. It is the intent of the specifications and drawings that the finished system is fixtures are drawn to scale where possible. Provide offsets in piping changes in w complete in every respect and shall be ready for operation satisfactory to the and as prescribed by authorities having jurisdiction. Bury no such waste material and E. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control equipment locations as necessary di conform with structures and to avoid obstructions or 0 0 debris on the site. Burning of trash and debris will not be permitted. The Contractor valve shall be Class 200 PVC. Non-pressure piping shall conform to ASTM D2241. conflicts with other work at no additional expense to Owner. � Owner. shall remove and dispose of rubbish and debris generated by his work and workmen at B. The work shall include all materials, labor, services, transportation, and frequent intervals or when ordered to do so by the Owner's authorized representative. w equipment necessary to perform the work as indicated on the drawings, in these F. Layout: = specification, and as necessary to complete the contract. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and 2.03 METAL PIPE AND FITTINGS 1. Prior to installation, the Contractor shall stake out all pressure supply lines, 104 routing and location of sprinkler heads, valves, backflow preventer, and mr 1.02 CONSTRUCTION DRAWINGS debris which shall be disposed of off-site in a legal disposal area. A. Brass i e shall be 85 automatic controller. o .< A. Due to the scale of the drawings, it is not possible to indicate all offsets, P P percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 fittings, sleeves, etc. which may be required. The Contractor shall carefully 1.09 TURNOVER ITEMS screwed pipe. 2. Layout irrigation system and make minor adjustments required due to differences a- o between site and d investigate the structural and finished conditions affecting all of his work and plan rawings. Where piping is shown on drawings under paved CaB. Brass fittings areas, but running parallel and adjacent to planted areas, install the co his work accordingly, furnishing such fittings, etc. as may be required to meet A. Record Drawings: g shall be medium brass, screwed 125-pound class. g p j p piping in the o OQ such conditions. Drawings are generally diagrammatic and indicative of the work 1. Record accurately on one set of contract drawings all changes in the work C. Copper pipe shall be "hard" Type K. planted areas. J °,,..° to be installed. The work shall be installed in such a manner as to avoid conflicts constituting departures from the original contract drawings. G. Water Supply M W N � between irrigation systems, planting, and architectural features. 2. The changes and dimensions shall be recorded in a legible and workmanlike D. Copper fittings shall be soldered type. Connections to, or the installation of, the water supply shall be at the locations shown on Of ' manner to the satisfaction of the owner. Prior to final inspection of work, submit the drawings. Minor changes caused by actual site conditions shall be made at no a " CA � B. All work called for on the drawings by notes or details shall be furnished and record drawings to the Landscape Architect or Owner's authorized representative. 2.04 PLASTIC PIPE AND FITTINGS 3 01-4 additional expense to Owner. 1:4U_ M 0 installed whether or not specifically mentioned in the specifications. When an 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, item is shown on the plans but not shown on the specifications or vice versa, it curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, o !< W a IP shall be deemed to be as shown on both. The Landscape Architect shall have day basis as the project is being installed. All lettering on drawings shall be type g pp H. Electrical Service: a rn p schedule or class, PVC t e and rode, National Sanitation Foundation approval, � mu .� � 1. Connections to the electrical supply shall be at the locations shown on the o 0 P Q. minimum 1/8 inch in size. Commercial Standards designation, and date of extrusion. drawings. Minor changes caused by site conditions shall be made at no additional z final authority for clarification. 4. Show locations and depths of the following items: expense to Owner. w C. The Contractor shall not willfully install the irrigation system as shown on the a. Point of connection (including water meters, backflow preventers, master B. All plastic pipe shall be extruded of MI improved PVC virgin pipe compound in 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical F_ drawings when it is obvious in the field that obstructions, grade differences or control valves, etc.) accordance with ASTM D2241 or ASTM D1784. 9 0 power source to controller locations shall be provided by others. discrepancies in area dimensions exist that might not have been considered in b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 1_ 'C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of � engineering. Such obstructions or differences should be brought to the attention 100 feet along routing), including sleeves for pipe and wire. 9 9 j = g „ 3.02 TRENCHING of the Landscape Architect as soon as detected. In the event this notification is C. Ball valves an improved virgin PVC fitting compound. Slip PVC fittings shall be the deep socket" 0 - not performed, the Irrigation Contractor shall assume full responsibility for an d. Automatic remote control valves bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells 0 0 revision necessary. P y Y e. Quick coupling valves shall be side gated. All fittings shall conform to ASTM D2466. A. Excavations shall be straight with vertical sides, even grade, and support pipe m w 1 y f. Routing of P control wires continuously on bottom of trench. Trenching excavation shall follow layout indicated on w W - o v 1.03 QUALITY ASSURANCE g. Irrigation controllers D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall drawings to the depths below finished grade and as noted. Where lines occur under 00 a I~ ate, o. 0 v conform to ASTM D1785. paved area, these dimensions shall be considered below subgrade. _ W y V e W u � h. Related equipment (as may be directed) :r 5. Maintain record drawings site at all times. Upon completion of work, transfer B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, or mn ° U) M 'a U A. Provide at least one english speaking person who shall be present at all times 9 p p during execution of this portion of the work and who shall be thoroughly familiar all as-built information and dimensions to reproducible sepia prints. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using as available when installed over structure. with the type of materials being installed and the manufacturer's recommended primer and solvent cement applied per the manufacturer's recommendations. Cement z 11 methods of installation and who shall direct all work performed under this section. B. Controller Charts: shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in C. Provide minimum cover of 12 inches for control wires, or as available when installed w conformance with ASTM D2564 and ASTM D2855. over structure. mr 1. Record drawings must be approved by Landscape Architect and/or Owners U B. Manufacturer's directions and detailed drawings shall be followed in all cases authorized representative before charts are prepared. F. When connection is plastic a o where the manufacturer of articles used in this contract furnish directions 2. Provide one controller chart for each automatic controller. Chart shall show the p to metal, female adapters shall be hand tightened, plus one D. Provide minimum cover of 12 inches for non-pressure lines, or as available when } turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or installed over structure. zQ a � � o 0 covering points not shown in the drawings and specifications. area covered by the particular controller. q z N , , V 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the equal. ID - C. All local, municipal and state laws, rules and regulations governing or relating to controller sequence is not legible when the drawing is reduced, it shall be F. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. t " an portion of this work are hereby s cn b v v v y p y incorporated into and made a part of these enlarged to a readable size. 2.05 VALVES 3.03 BACKFILLING z specifications, and their provisions shall be carried out by the Licensed Contractor. 4. When completed and approved, the chart shall be hermetically sealed between Anything contained in these specifications shall not be construed to conflict with two pieces of plastic, each piece being a minimum 20 mils in thickness. A. Ball Valves: °° any of the above rules and regulations of the same. However, when these A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and specifications and drawings call for or describe materials, workmanship, or C. Operation and Maintenance Manuals: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. rocks over 1/2 inch in diameter. - wwLn 2. Ball valves shall be full port Sch. 80 PVC blocked, with Teflon ball �~ O � � �¢w construction of a better quality, higher standard, or larger size than is required by 1. Two individually bound copies of operation and maintenance manuals shall be V the above rules and regulations, the provisions of these specifications and delivered to the Landscape Architect or Owner's authorized representative at least seats. End connector carrier and stem are to have either EPDM or Viton O-rings. B. Backfill shall be tamped in 4-inch layers under the y � �. �'�� o P P Ball valves are to have threaded connections. the full width of the trench and the full length of the pipe.d Backfill I materials shall be o � 4 -Z� drawings shall take precedence. 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 3. All ball valves shall have a minimum working pressure of not less sufficiently damp to permit thorough compaction, free of voids. Backfill shall be La ,�, �¢� D. All materials supplied for this project hall be new and free from any defects. Aff 2. Each complete, bound manual shall include the following information: than 125 psi and shall conform to AWWA standards. compacted to dry density equal to adjacent undisturbed soil and shall conform to defective materials shall be replaced immediately at no additional cost to Owner, a. Index sheet stating Contractor's address and telephone number, adjacent grades. w duration of guarantee period, list of equipment including names and B. Quick Coupler Valves: 0° E. The Contractor shall secure the required licenses and permits including addresses of local manufacturer representatives. 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the C. Flooding in lieu of tamping is not allowed. a payments of charges and fees, give required notices to public authorities, verif b. 0 eratin and maintenance instr drawings. = Y P g uctioct for all equipment. 2. Quick coupler valves shall be brass with a wall thickness mn permits secured or arrangements made by others affecting the work of this C. Spare parts lists and related manufacturer information for all equipment. P guaranteed to withstand D. Under no circumstances shall truck wheels be used to compact backfill. z section. normal working pressure of 150 psi without leakage. Valves shall have 3/4 a female threads opening at base, with two-piece body. Valves to be operated only E. Provide sand backfill a minimum of 6 inches over and under all piping under paved mn 1.04 SUBMITTALS D. Equipment: with a coupler key, designed for that purpose. Coupler key is inserted into valve areas. z n/ 1. Supply as a part of this contract the following items: and a positive, watertight connection shall be made between the coupler key and o 0L A. Materials List: a. Two (2) wrenches for disassembly and adjustment of each type of valve. Hinge cover shall be the locking type constructed of brass with a w 04 PIPING MUJ 1. After award of contract and before any irrigation system materials sprinkler head used in the irrigation system. rubber-like vinyl cover. 3. o Q are delivered to the job site, submit to the Owner a complete list of all b. Three 30-inch sprinkler keys for manual operation of control valves. A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. o z irrigation systems, materials, or C. Two keys for each automatic controller. C. Automatic Control Valves:g ys processes proposed to be furnished and " No hydraulic driving is permitted under asphalt pavement. J Z installed as part of this contract. d. Two quick coupler keys with a 3/4 bronze hose bib, bent nose type with 1. Automatic control valves shall be of the manufacturer, size, and type indicated on g P P P < 0 hand wheel and two coupler lid keys. B. Cutting or breaking of existing pavement is not permitted. � � J 2. Show manufacturer's name and catalog number for each item, furnish P Ys the drawings. Ln complete catalog cuts and technical data, furnish the manufacturer's e. One valve box cover key or wrench. 2. Automatic control valves shall be electrically operated. > � W m 0 recommendations as to the method of installation. f. One 5-foot tee wrench for operating gate valves 3 inches or larger (if C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs 0 J 3. No substitutions will be allowed without review and approval by the City and used). C. Master Control Valves: reaming. Install pipe with all markings up for visual inspection and verification. 0 w � Q prior written acceptance by the Landscape Architect or Owner's authorized g. Six extra sprinkler heads of each size and type. 1. Master control valves shall be of the manufacturer, size, and type indicated on z 0Q V representative. 2. The above equipment shall be turned over to Owner's authorized representative at the drawings. � the final inspection. D. Remove all dented and damaged pipe sections. UJ 4. Manufacturer's warranties shall not relieve the Contractor of his P 2. Master control valves shall be electrically operated. U_ liability under the guarantee. Such warranties shall only supplement the E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from � UJ U) I"' guarantee. 1.10 COMPLETION 2.06 VALVE BOXES lines of other trades. w z olf B. Substitutions: Y If the Irrigation Contractor wishes to substitute any equipment or materials for A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's Q W Q W authorized representative, A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material F. Parallel lines shall not be installed directly over each other. J J those equipment or materials listed on the irrigation drawings and specifications p and governing agencies will inspect the work, and if not resistant to sunlight and chemical action of soils. ¢ I..LI he may do so by providing the following information to the City and the Landscape accepted, will prepare a list of items to be completed by the Contractor. At the time of G. In solvent welding, use only the specified rimer and solvent cement and make all joints c=n2 W Architect or Owner's authorized representative for approval. the post-maintenance period or final inspection the work will be reinspected and final C. The cover and box shall be capable of sustaining a load of 1,500 pounds. g. y P P -J 0 1. Provide a written statement indicating the reason for making the acceptance will be in writing by the Landscape Architect, Owner's authorized in strict accordance with the manufacturer's recommended methods including wiping all cn e substitution. representative, and governing agencies. excess solvent from each weld. Allow solvent welds at least 15 minutes setup time o 0 G 2. Provide catalog cut sheets, technical data, and performance information for D. Valve box extensions shall be by the same manufacturer as the valve box. before moving or handling and 24 hours curing time before filling. z Q N -3each substitute item. B. The Owner's authorized representative shall have final authority on all portions of the ,� Ld E. Automatic control valve boxes shall be 16 x11 x12 rectangular size. Valve box covers H. PVC pipe shall be installed in a manner which will provide for expansion contraction as o 0. M M a- 3. Provide in writing the difference in installed price if the item is accepted. work. shall be "heat branded" in 2" high letters "RCV" with the valve identification number. recommended by the pipe manufacturer. z C. After the system has been completed, the Contractor shall instruct Owner's authorized W 1.05 EXISTING CONDITIONS representative in the operation and maintenance of the irrigation system and shall furnish F. Ball valve, flush valve, master valve and quick coupler valve boxes shall be 10" circular I. Centerload all plastic pipe prior to pressure testing. ~ a complete set of operating and maintenance instructions. size. Valve� box �covers��shall�� be ��ton m color and heat branded in 2 hi h letters with 9 A. The Contractor shall verify and be familiar with the locations, size and detail of either BV', FV , MV or QCV (Color to be tan in DG and green in turf J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or C5 points of connection D. An settling y g y period following Teflon paste. 0 p provided as the source of water, electrical supply, and y ettlin of trenches which may occur Burin the one-year a , r telephone line connection to the irrigation system. acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all 2.07 AUTOMATIC CONTROLLER K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening -v 4 ' B. Irrigation design is based on the available static water pressure shown on the damage to planting, paving or other improvements of any kind as a result of the work. Automatic controller shall be of the manufacturer, size, and type indicated on the pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. � ' ' rawings. Contractor shall verify static water on the project prior to the start of drawings. All plastic-to-metal connections shall be made with plastic female adapters. 3 `" ,�� ',r construction. Should a discrepancy exist, notify the Landscape Architect and 1.11 GUARANTEE Owner's authorized representative prior to beginning construction. 2.08 ELECTRICAL L. All connections between PVC lateral lines shall be made using Sch. 40 PVC fittings , 11 x A. The entire sprinkler system, including all work done under this contract, shall be with compression adapters. All connections between dripperlines to be made using t- z, r .: ', 1 compression fittings of manufactur Z C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer unconditionally guaranteed against all defects and fault of material and workmanship, A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. p g er of the do erlme. Use no i e do a Teflon to a . ,: . _- - -- PP PP P � P � septic tanks, and other utilities as ore commonly encountered underground and including settling of backfilled areas below grade, for a period of one (1) year following primer or solvent cement on compression fittings. M I'll,W w � ,rt he shall take proper precautions not to damage or disturb such improvements. If the filing of the Notice of Completion. Should any problem with the irrigation system be B. All electrical work shall conform to local codes and ordinances. - a conflict exists between the such obstacles and the proposed work, the discovered within the guarantee period, it shall be corrected by the Contractor at no a Contractor shall promptly notify the Landscape Architect and Owner who will additional expense to owner within ten (10) calendar days of receipt of written notice 2.09 LOW VOLTAGE CONTROL WIRING 3.05 CONTROLLER } arrange for relocations. The Contractor will proceed in the same manner if a rock from Owner. When the nature of the repairs as determined by the Owner constitute an m layer or any other such conditions are encountered. emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the A. The exact location of the controller shall be approved by the Landscape Architect or � Contractor's expense. Any and all damages to existing improvement resulting either drawings, and in no case smaller than 14 gauge. Owner's authorized representative before installation. The electrical service shall be U D. The Contractor shall protect all existing utilities and features to remain on and from faulty materials or workmanship, or from the necessary repairs to correct some, coordinated with this location. x UJ adjacent to the project site during construction. Contractor shall repair, at his shall be repaired to the satisfaction of the owner by the Contractor, all at no additional B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. Y own cost, all damage resulting from his operations or negligence. cost to the Owner. B. The Irrigation Contractor shall be responsible for the final electrical hook up to irrigation 3 a C. Ground wires shall be white in color. Control wires shall be red (where two or more controller. < co controllers are used, the control wires shall be a different color for each controller. These w Y E. The Irrigation Contractor shall coordinate with the General Contractor for B. Guarantee shall be submitted on Contractors own letterhead as follows: ofM installation of required sleeving as shown on the plans. colors shall be noted on the "Record Drawings" plans located on controller door). C. The irrigation system shall be programmed to operate during the periods of minimal use � ZD GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM of the design area. 0 m w w 1.06 INSPECTIONS We herebyguarantee that the sprinkler irrigation system we have X 9 P 9 Y D. Provide a 24" long expansion loop for all directional changes in control wire routing. z Y furnished and installed is free from defects in materials and workmanship, 3.06 CONTROL WIRING a U A. The Contractor shall permit the Landscape Architect and Owner's authorized and the work has been completed in accordance with the drawings and 2.10 IRRIGATION HEADS zo = specifications, ordinal wear and tear and unusual abuse, or neglect A. Low voltage control wiring shall occupy the some trench and shall be installed along the o Z U representative to visit and inspect at all times any part of the work and shall provide safe P Y 9 access for such visits. In addition, the City Inspector will ask for a preconstruction excepted. We agree to repair or replace any defective material during the A. Sprinkler heads and drip emitters shall be of the manufacturer, size, type, with radius of P supply possible. N za same route as the pressure su I lines whenever 0 meeting and periodic inspections. period of one year from date of filing of the Notice of Completion and throw, operating pressure, and discharge rate indicated on the drawings. = a also to repair or replace any damage resulting from the repairing or B. Where more than one wire is placed in a trench, the wiring shall be taped together in a M ~B. Where the specifications require work to be tested by the Contractor, it shall not be replacing of such defects at no additional cost to the owner. We shall bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at ~o U w N covered over until accepted by the Landscape Architect, Owner's authorized make such repairs or replacements within 10 calendar days following Part III - EXECUTION intervals of 20 feet. z _ Q EN representative, and/or governing agencies. The Contractor shall be solely responsible for written notification by the owner. In the event of our failure to make such J 6- 00 notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 repairs or replacements within the time specified after receipt of written o i C. All connections shall be of an approved type and shall occur in a valve box. Provide an = - o hours in advance, where and when the work is ready for testing. Should any work be notice from owner, we authorize the owner to proceed to have said repairs 3.01 SITE CONDITIONS 18 inch service loop at each connection. M V covered without testing or acceptance, it shall be, if so ordered, uncovered at the or replacements made at our expense and we will pay the costs and o w Contractor's expense, charges therefore upon demand. D. An expansion loop of 12 inches shall be provided at each wire connection and/or Q A. Inspections: P P 1. Prior to all work of this section, carefully inspect the installed work of all other directional change, and one of 24 inches shall be provided at each remote control valve. M o C. Inspections will be required for the following at a minimum: PROJECT NAME: trades and verify that all such work is complete to the point where this installation o0 W o 0 1. Sl stem PROJECT LOCATION: E. A continuous run of wire shall be used between a controller and each remote control J UJ 0 0 2. System layout may properly commence. valve. Under no circumstances shall splices be used without prior approval. < Q mJ J 3. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water CONTRACTOR NAME: 2. Verify that irrigation system may be installed in strict accordance with all CD Q O pressure, which ever is greater). ADDRESS: pertinent codes and regulations, the original design, the referenced standards, and � U J En J J -J the manufacturers recommendations. 3 � - w m N 4. Coverage test of irrigation system. w Q w 0 5. Final inspection prior to start of maintenance period TELEPHONE: B. Discrepancies: UNDERGROUND SERVICE o 0 m m m m W mn 4 m� = z X N oO En voi cmn o a 6. Final acceptance SIGNED: 1. In the event of discrepancy, immediately notify the Landscape Architect or ALERT D. Site observations and testing will not commence without the record drawings as prepared Owner's authorized representative. 0 Q Y Y Y Y Y - Y P P discrepancy p CALL: TOLL FREE } I w w w W w U w f` by the Irrigation Contractor. Record drawings must complete and up to date for each site DATE: 2. Do not proceed with installation in areas of discre arc until all discrepancies = _ _ _ = 0 = 91 visit. O U U w U U U � U Q have been resolvedIr- . U z z W z z z z 1-800-422-4133 o J J o Q a Q Z Q - J J J O J m E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses Part II - MATERIALS C. Grades: a � o_ m � � a 0 a of the Landscape Architect, Owner's authorized representative, and governing agencies 1. Before starting work, carefully check all grades to determine that work may TWO WORKING DAYS BEFORE YOU DIG ,n I for reinspection or retesting will be paid by the Irrigation Contractor at no additional 2.01 SUMMARY safely proceed, keeping within the specified material depths with respect to finish � o 0 0 0 0 0 0 0 expense to Owner. mr o 0 0 0 0 0 0 0 J Use only new materials of the manufacturer, size and type shown on the drawings and grade. �,, w N N N N N N N N �� Q 1.07 STORAGE AND HANDLING sped ications. Materials or equipment installed or furnished that do not meet Landscape 2. Final grades shall be accepted by the Engineer before work on this section will be 0 0 o N N N - N N` Architect's, Owner's, or governing agencies standards will be rejected and shall be allowed to begin. �� a N N N l cD co A. Use all means necessary to protect irrigation system materials before, during, and after removed from the site at no expense to the Owner, These plans have been reviewed*by the Coachefia Vaffey Water District in accordance with w � Q Q Q Q 0 0 Q I- installation and to D. Field Measurements: the Water Code Title 7 Division 1 Chapter 3,Article 10.8,Section 65597 et seq. requiring � c v protect the installation work and materials of all other trades. In the 2.02 PIPE 1. Make all necessary measurements in the field to ensure G event of damage, immediately make all repairs and replacements necessary to the Y precise fit of items in efficient landscape irrigation design in cooperation with the local governing agency(City or accordance with the original design. Contractor shall coordinate the installation Count a m is acceptance of the Landscape Architect and Owner and at no additional cost to the Owner, y). � m A. Pressure supply line from point of connection through backflow prevention unit shall be of all irrigation materials with all other work. *Approval of this drawing b CVWD Staff does not constitute a N Pp g y approval to encroach into B. Exercise care in handling, loading, unloading, and storing plastic g Type K hard copper pipe. 2. All scaled dimensions are approximate. The Contractor shall check and verify all zo PA/PM: A. ZERTUCHE m 9� g, g, g p pipe and fittings Y district and USBR right-of-way.Trees,plants,walls and permanent structures of any kind may (f) size dimensions prior to proceeding with work under this section. not be planted or installed in CVWD and USBR easements or right-of-way without first DRAWN BY: RLA 11i It cover until ready to install. Transport plastic pipe only on a vehicle with a bed long B. Pressure supply line installed over structure shall be Type K "hard" copper pipe. Copper 3. Exercise extreme care in excavating and working near existing utilities. � enough to allow the pipe to lay flat to avoid undue bending and concentrated external PP Y YP PP t P PP 9 9 9 obtaining an encroachment permit from CVWD. U load. pressure supply line installed over structure shall be secured to the concrete slab using Contractor shall be responsible for damages to utilities which are caused by his LA4AF c� Architect approved fasteners. operations neglect. �� z w JOB NO.: 051- -00 E V a C. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of a .lames J. Ridge � Date Q Z W 2 9 SHEET 11 backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to Water Management Supervisor 1 �o J� a ASTM D2241. 5i a ure z 7�e'A < O v� 07/18/06 Q 3 6U j �y�� (Date) D��P Development Services Supervisor o ■ o z CALF w U w � n- � 71 CAUTION . IF THIS SHEET IS NOT 30 x4277 IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Y 1.04 SUBMITTALS o LANDSCAPE IRRIGATION (cont'd) 3 °� 010. A. Prior to installation submit for review and approval specifications and product information on C. Lay-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. z U $. P, items being used on project. Submit bound with list of items as cover sheet. Conform to Gain City approval. If underground construction or utility lines are encountered in the excavation of planting 3.07 VALVES to Section 01300. areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes Observation Palm Tree Expert Owners Representative o c, indicating plant names and specified container size on each stake. Confirm location and depth of underground A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. 1.05 DELIVERY, STORAGE AND HANDLING utilities and obstructions. Observation of trees at source X ,Z UJ o B. Valve shall be installed in shrub areas whenever possible. A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed D. Planting of Trees and Shrubs: Observation of planting locations on site prior X w chemical analysis, name, trade mark, and conformance to State law. to digging pits C. Install all valves as indicated in the detail drawings. o B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Observations of palm on site prior to planting X U Report. 1. Remove from site excess soil generated from planting holes and not used for backfilling. for verification of conformance to plans and w D. Valves to be installed in valve boxes shall be installed one valve per box. specifications C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers 2. Protect areas from excessive compaction when trucking plants or other materials to planting areas. o 3.08 VALVE BOXES of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Observation of condition of equipment and X Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 3. Provide excavated holes with vertical sides with roughened surfaces, and place plant at a depth so as typical planting operations (1st planted palm) o A. Valve boxes shall be installed in shrub areas whenever possible. days• top of root crown level with final grade. o o Pre-maintenance observation observation at X m B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. 4. Cut container on two sides with acceptable can cutter only. Do not injure root ball. Superficially end of maintenance period o M minimum. Valve boxes shall be installed with their tops 2 inches above finish grade in ground cover loosen edge roots on three sides after removing from can. J " ON areas. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of < W plants in each delivery. 5. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after B. Permits positioning plant and partially backfilling. of c" o F. Store plants in shade and protect from weather. 1. Provide all necessarypermits at no additional costs to Owner. o p 3.09 MISCELLANEOUS EQUIPMENT 6. Center plant in pit or trench. 0 G. Maintain and protect plant material in a healthy, vigorous condition. 1.06 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS v ,a A. Install all assemblies specified herein according to the respective detail drawings or 7. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. ONIt specifications, using best standard practices. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged A. Exercise extreme care in excavating planting or working near existing utilities or irrigation systems. o o materials. 8. Backfill container plants with: z B. Be responsible for damages to utilities which are caused by work operations or neglect. w B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header 1.06 JOB CONDITIONS Note: Specific backfill recommendations are made as a result of the soils testing described on the F_ boards, or paved areas where applicable. planting plan. C. Check utility drawings and as-built plans for utility and irrigation locations. o A. Perform actual planting only when weather and soil conditions are suitable in accordance with 3.10 FLUSHING THE SYSTEM locally accepted practice. 9. Raise all plants which settle deeper than the surrounding grade. Add water to the top and thoroughly D. Replace all plant materials disturbed by excavation or planting. Plant-pit area where palm tree will beCD saturate root ball and adjacent soil. replaced will not require replanting. After tree is in place, blend planting of groundcover with existing. o 0 B. Coordinate this work of this section with installation of underground irrigation system, utilities, of 2 A. Prior to installation of sprinkler nozzles, the valves shall be opened and a i in and watering heads. 10. After water has completely drained lace planting tablets: 0° -8 o piping 9 P Y P P 9 " W o v full head of water used to flush out the lines and risers. 01 1.07 JOB CONDITIONS m 1.07 SAMPLES AND TESTS 11. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after J a, o o°o v B. Sprinkler nozzles shall be installed after flushing the system has been completed. backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with A. Perform actual plantingonly when weather and soil conditions are suitable in accordance with locally a G U Y = A. Architect reserves the right to take and analyze samples of materials for conformity to amended backfill. accepted practice. Y ° •a specifications. Provide samples for testing upon request. Remove rejected materials from site U 3.11 ADJUSTING THE SYSTEM immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if 12. Remove injured twigs and branches. B. Do not plant palm between October 31 and April 1, unless the approved palm expert provides written a materials prove to be in compliance with specifications. recommendation to do so, and unless this recommendation is approved in advance by the Owner. w A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described 1.08 SAMPLES AND TESTS vc'i in planting notes. C B. If it is determined by the Landscape Architect or Owner's authorized representative that A. Landscape Architect reserves the right to take and analyze samples of materials for conformity to z �2 N o C. Provide 1 cubic foot sample of decomposed granite to Architect for review and approval. SECTION 02950 specifications at any reasonable time. Q z'D s additional adjustments or nozzle changes will be required to provide proper coverage, all LANDSCAPE PLANTING (continued) ,,i o S necessary changes or adjustments shall be resubmitted to city prior to installation. GUARANTEE B. Provide samples upon request by Landscape Architect. n C. The entire system shall be operating properly before any planting operations commence. 1.08 mo LL A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship C. Rejected materials shall be immediately removed from the site at Contractors expense. for one year after 90 day maintenance agreement expiration. 3.04 CLEAN-UP w00 D. Automatic control valves are to be adjusted so that the sprinkler heads operate at theco D. Cost of testing of materials not meeting specifications shall be paid by Contractor. �- UJ Ln pressure recommended by the manufacturer. A. After all planting operations are complete, remove all trash excess soil empty plant �� P 9 P P P Y P z LJ containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and o ,, Part 2 PRODUCTS leave ground in a neat and orderly condition. Part 2 PRODUCTS 3.12 TESTING AND OBSERVATION w f o= B. Leave the site in a broom-clean condition, and wash down all paved areas within the project 2.01 PALM TREE DESIGN STANDARDS a=¢� A. Do not allow or cause any of the work of this section to be covered up or enclosed until it site. Leave woks in a clean and safe condition. has been observed, tested and accepted by the Landscape Architect, Owner, and 2.01 A. Plant Materials: A. All palm trees are to be of uniform quality and appearance, matching representative sample approved by m governing agencies. 3.05 OBSERVATION SCHEDULE Landscape Architect. 1. Plants shall be true to species and variety specified and nursery-grown in accordance with B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, good horticultural practices under climatic conditions similar to those in the locality of the A. Notify Owner in advance for the following inspections, according to the time specified: B. Trunk condition shall be free of any scarring or blemishes. and governing agencies, a minimum of 48 hours in advance, where and when the work is project for at least two years. All plants names and desciptions shall be as defined in Hortus o ready for testing. Third. 1. Pre-Job conference - 7 days. C. Brown trunk height shall be per drawings. za � C. When the sprinkler system is completed, the Contractor shall perform a coverage test of 2. Provide plant materials in accordance with American Standard for Nurser Stock regulation 2. Final grade review - 48 hours. P g P g y P o P Y 9 D. Trunk diameter per heights stipulated in the drawings shall not vary more than 25 percent.for nursery inspections, rules and ratings. 3. Plant material review - 48 hours. N each system in its entirety to determine if the water coverage for the planted areas is 4. Plant layout review - 48 hours. z complete and adequate in the presence of the Landscape Architect. w5. Soil preparation and planting operations 48 hours. ui 3. Unless specifically noted, all plants shall be of specimen quality, exceptionally heavy, P P P 9 P 2.02 PALM BACKFILL SOIL Q D. The Contractor shall furnish all materials and perform all work required to correct any symmetrical, and so trained or favored in developement and appearance as to be 6. Pre-maintenance - 7 days. Q _ inadequacies of coverage due to deviations from the plans, or where the system has been unquestionbly and outstandingly superior in form, compactness, and symmetry. They shall be 7. Final inspection - 7 days. A. Backfill mix shall consist of native sand and soil. Clay content of this soil shall not exceed 20% by J Z sound health vir orous well branched and dense) foliated when in leaf; free of disease and U willfully installed as indicated on the drawings when it is obviously inadequate, without Y� g Y weight with a minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not Q insects, eggs, or larvae; and shall have healthy, well-developed root systems. They shall be exceed 6 and the electrical conductivity ECE of the saturation extract of this soil shall not exceed 3.0 Ln O bringing this to the attention of the Landscape Architect. This test shall be accepted by B. If Owner authorizes a party other than the Landscape Architect to make scheduled inspections, Y ( ) free from physical damage or other conditions that would prevent vigorous growth. millimhos per centimeter at 25 centigrade. The Boron content of this sand shall be no greater than 1 m > n/ W m U_ the Landscape Architect and accomplished before starting any planting. present Landscape Architect with evidence of such inspections. p g g p `j_ as measured on the saturation extract. In order to insure conformance, submit samples of the import sand o 4. Trees with multiple leaders, unless specified, will be rejected. Trees with a damaged or r , .. J E. Final inspection will not commence without record drawings as prepared b the C. No site visits shall commence without all items noted in previous observation reports either to the soils laboratory for analysis prior to backfilling and submit report to Owners representative. w 1 1 1 v Q P g P P Y crooked leader, bark abrasions sunscald disfiguring knots insect damage, or cuts of limbs c� L.LI Irrigation Contractor. completed or remedied unless such compliance has been waived by the Owner. Failure to z over 20mm ( in.) in diameter that are not completyly closed will be rejected accomplish punchlist tasks or prepare adequately for desired inspections shall make the 2.03 FERTILIZER Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root Contractor responsible for reimbursing the Owner at Consultants current billing rate per hour plus systems which are not root or pot-bound. In the event of disagreement as to condition of w � Ys P 9 transportation costs. No further inspections shall be scheduled until this charge has been paid A. Soil test shall be performed prior to the application of any fertilzer to determine actual nutrient needs. � W 3.13 CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE (SEE SHEET L6.1) root system, the root conditions of the furnished plants in containers will be determined by and received b the Owner. removal of earth from the roots of not less than two plants, or more than 2 percent of the y Soil samples shall be sent to an independent testing lab at least six to eight weeks before the next W END OF SECTION scheduled application. YC) W z Sleevin Gradin total number of plants of each species or variety. Where container grown plants are from Q Q W g/ g B. Trees, shrubs and groundcovers that require supplemental applications should be schduled in accordance A. Sleeve diameter, type, depth and location several sources, roots of not less than two plants of each species or variety from each J J YP P source will be inspected. In the event that the sample plants inspected are found to be with the ANSI A300-Tree, Shurb, And Other Woody Maintenance-Standard Practices (Fertilization), and in � W P P P P SECTION 02955 a w defective, the entire lot or lots of plants represented b the defective samples may be accordance the rate indicated by the manufacturer. _ 0 B. Soil surface drainage, elevation and trash (including weeds & rubble) P P Y P Y PALM TREE PLANTING AND MAINTENANCE C. Fertizers can be organic or inorganic, dry, liquid, or pellets. N 2 J (n J rejected. Plants rendered unsuitable for planting due to this inspection will be considered V C Irrigation System Rough-In samples and will be provided at no cost to the Owner. z O c g y g Part 1 GENERAL Part 3 EXECUTION 2 J j Lo A. Trench depth and location 5. Caliper measurements shall be taken on the trunk 150mm (6 in.) above the notrual ground 3.01 PALM TREE SOURCE AND PREPARATION FOR PLANTING w B. Pie size and class 1.01 WORK INCLUDED � N Q P line for trees up to and including 100mm (4 in.) in caliper, and 300mm (12in.) above the o � CIO M � B. Pressure test (125 psi for 6 hours) natural ground line for trees over 100mm (4 in.) in caliper. Height and spread dimensions A. Palm trees. A. Obtain source of palms for inspection and approval by a tree care professional with minimum of five z specified refer to the main body of the plant and not from branch tip to branch tip. Plants years C shall be measured when branches are in their normal position. If a range of sizes is given, no B. Removals, backfill. experience specializing in this type of work and approved by the Landscape Architect. Final Irrigation: plant shall be less than the minimum size, and no less than 50 percent of the plants shall A. Valves, boxes and wiring be as large as the maximum size specified. Plants that meet measurements but do not C. Maintenance. B. Submit documentation and permits (if required) that the source of palm trees is approved. Obtain palms m B. Controller operation and schedule possess a standard relationship between height and spread, according to the American from an approved source and replace or repair damage from palm tree removal. o C. Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant Standards of Nursery Stock, shall be rejected. RELATED WORK _J C. Palms collected for planting shall be grown under climatic conditions similar to those in locality of ¢ ' D. Overall operation & As built project. 6. Refer to the City of Palm Desert Landscape Maintenance Guide for pruning practices. 1.02 A. Section 02811 - Landscape Irrigation Pro j w Trees should be pruned in accordance with established City and national standards adopted 3.14 MAINTENANCE from the International Society of Aboriculture and the National Arborist's Association. B. Section 02950 - Landscape Planting D. Palms shall be inspected by the Tree Care Professional to include health, tying and palm removal. Any 3 During the maintenance period the Contractor shall adjust and maintain the irrigation All plant material should be maintaned in a manner that (1) eliminates hazards such as palms rendered unsuitable for planting because of this inspection shall not be used. Reinspection of suitable system in a fully operational condition providing complete irrigation coverage to all visibility impariment or right of way obstruction, (2) preserves of enhances the health of the C. Section 02970 - Landscape Maintenance palms will be at the Contractors expense. 3 ' .. intended plantings. plant, and (3) maintains a desirable appearance. Plants should be pruned to promote a natural shape and form only when needed. QUALITY ASSURANCE E. All palms must be tagged, inspected, and approved by the Tree Care Professional and by the Landscape 3.15 COMPLETION CLEANING Architect for planting prior to shipment and installation. UJ - - Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt 1.03 A. Source Quality Control: may= shall be removed from the site, all walks and paving shall be broomed, and any damage Part 3 EXECUTION F. Pruning and Tying: a "' sustained on the work of others shall be repaired to original conditions. 1. In preparing palm trees for relocation, all dead fronds shall be removed and the entire trunk diamond } cut clean to the height of green fronds. Care shall be taken to prevent injury to the trunk of the tree. m 3.01 INSPECTION END OF IRRIGATION SECTION 1. Submit documentation to landscape architect at least 60 days prior to planting that all plant materials Green fronds below a horizontal position shall be neatly cut off leaving a 4 inch stub. are available. Contractor is responsible for all palm tree materials listed on plant list. Substitutions due X A. Obtain certification that final grades to 1/10 foot have been established prior to commencing to unavailability must be requested in writing prior to confirmation of ordering. All materials are subject 2. All remaining fronds above horizontal shall be lifted up and tied together around the crown in an w landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for to inspection by Landscape Architect at any time after confirmation of ordering. upright position. Due caution shall be taken not to bind or injure the crown. A lightweight rope or cord SECTION 02950 shaping all planting areas as indicated on drawings or as required. 3 of LANDSCAPE PLANTING 2. Plants are subject to observation and approval of Landscape Architect at place of growth. not less than 1/4 inch in diameter shall be used in tying up the fronds; wire will not be permitted. After a tying, the tips of the fronds shall be hedged off above the crown approximately 1/3 to 1/2 of the frond B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and � x � shrubs for im proper pruning length. Defronding and tying work shall be completed prior to digging the rootball. Submit documentation = of m P P P 9 1.04 GUARANTEE that alms have been reviewed b the tree care professional and that the are disease free. Part 1 GENERAL P Y P Y o wW C. Do not begin planting of trees until deficiencies are corrected or plants replaced. A. Newly planted palm trees shall be guaranteed for two (2) years following planting and acceptance by 3.02 G. Digging the Rootball: z Of Of Y 1.01 WORK INCLUDED Owner. Poor, inadeuquate or inferior plant materials will not be accepted. Contractor is to review the < w A. Planting. on-going maintenance during this (1) one-year period including watering and is to notify owner and 1. When digging out the rootball, no excavation shall be done closer than 24 inches to the trunk at zo 3.02 PREPARATION landscape architect in writing of any problems. ground level and the excavation shall extend below the major root system to a minimum depth of 6 feet. o Z. z B. Clean up. The bottom of the rootball shall be cut off square and perpendicular to the trunk below the major root V) O a B. Final Grades: Make minor modifications to grade as may be necessary to establish required B. During the guarantee period, any material found dead or not in a satisfactory growth condition shall be system. Under no conditions shall the Contractor cut down the size of the rootball in width or depth. 1.02 RELATED WORK final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is removed from the site. m away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve 2. The Contractor shall not freefoll, drag, roll, or abuse the tree or put a strain on the crown at any �- Q 00 A. Landscape Irrigation System. boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by C. These trees and disturbed improvements shall be replaced at no added expense to the Owner, with the time. A protective device shall be used such as nylon or burlap around the trunk of the tree while lifting z V N Architect. Eliminate erosion scars prior to commencing maintenance period. some variety and size as originally designated. Palms and all disturbed areas shall be guaranteed for (1) one and relocating so as not to cause damage to the trunk in any way. At no time will trees be balled out w IL o °O 1.03 QUALITY ASSURANCE year from time of planting and re-planting to the satisfaction of the Owner. and laid on the ground with rootball left exposed to direct sunlight and air. the rootball shall be kept = C) o 3.03 PLANTING INSTALLATION moist and shaded at all times. cn D. Contractor is to notify landscape architect and owner in writing when the two (2) year guarantee period o w Source Quality. is completed. 3. Palms shall not be stockpiled for replanting. a 0- A General: 1. Submit documentation at least 60 days prior to planting that all plant materials m Y P P 9 P 1.05 OBSERVATIONS AND PERMITS 0 o are available. Materials are subject to inspection after confirmation of ordering. 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in CONTINUED ON NEXT SHEET o0 W o o accordance with locally accepted practice, as approved. -1 o U i A. Observation 2. Materials are subject to inspection at place of growth and upon delivery, for Q Q (O conformity to specifications. Inspection, approval and rejection can also take place 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 1. Notify Owner's representative minimum of 72 hours in advance of observations to schedule required V < (n w J < C)at other times during progress of work. inspections. 3 Y w O 3. Ensure that containers which are opened and plants removed are handled with care such that ball of U� Q m N 3. Request, in writing, inspection of plant materials at place of growth. Identify earth surrounding roots is not broken and that plants are planted and watered immediately. Do not open 0 0 g m o m � m Uw, w Y 2. The tree care professional shall be approved in advance by Owners authorized representative. w O place of growth, and quantity of plants to be inspected. containers prior to placing plants in planting areas. Q W N U V) N N z Of 3. All palms will be observed by the Landscape Architect for height, girth, and overall form in meeting w w w w w o w 4. As described in the planting notes for tree tagging ,the Architect may opt to 4. The irrigation system shall be operational and approved prior to planting. J v y P design intent. Said observation and approval does not constitute a review of the palms health, vigor, and a- 0 0 �- 0 either visit the tree nursery or have the Contractor provide photographs for o w O B. Pre- )ant Weed Control: required health-free state, for which the Contractor is solely responsible. U z z N z z z z pre-inspection review. P a a o a a a z a m 4. The Landscape Architect may opt to either visit the tree nursery or review photographs submitted by o o- Q_ - w o- a- o a- � 5. Plants grown in containers shall be of appropriate size for the container as 1. Use anon-selective contact herbicide as recommended and applied by approved State of California zQ o_ °- m � o_ a_ U a licensed pest control advisor and applicator. Leave sprayed )ants intact for at least 15 days. the Contractor. In either case visit the nursery and select trees conforming to specification prior to review Ln o o � o co 0 o I specified in the most recent edition of the American Standard for Nursery Stock and P PPP Ys o 0 0 0 0 0 0 0 by the Landscape Architect. Should tree(s) not meet specification at the time of review in person by the o 0 0 0 0 0 0 0 be free of circling roots on the exterior and interior of the rootball. ,1, uJ N N �� N N �� J 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below Landscape Architect, the Contractor may be required to reimburse the Owner at the Consultant's current o_ Q rn o Q surface of soil over entire areas to be )anted. billing rate. 0 o o N N N M N N .-- 6. Container plants shall have been grown in the container long enough to have P � 1� a- N N N � � cD co r` m established roots throughout the growing medium. These plans have been reviewed*b the Coachella Valle Water District in accordance with w o 0 0 0 0 0 0 3. After irrigation system is operational, apply water for 10 days as needed to achieve Weed germination. 5. Observations are as follows: P Y Y Apply contact herbicides and wait as needed before planting. Repeat as required. the Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring C v efficient landscape irrigation design in cooperation with the local governing agency(City or c 4. Maintain weed free site until acceptance by Owner. County). Q m c Approval of this drawing by CVWD Staff does not constitute approval to encroach into 00 Z PA/PM: A. ZERTUCHE mUNDERGROUND SERVICE district and USBR right-of-way.Trees, plants,walls and permanent structures of any kind may o o not be planted or installed in CVWD and USBR easements or right-of-way without first 00 F__ DRAWN BY: RLA W ALERT obtaining an encroachment permit from CVWD. o CALL: TOLL FREE �� F Z N JOB NO.: 051-01 ,� . . 1-800-422-4133 a James J. Ridge Date a W i 09 Water Management Supervisor J a SH ` 7B <� TWO WORKING DAYS BEFORE YOU DIG Sig ature Z 07/18/06 Q, 0 a ; `�� (Date) �� Development Services Supervisor o L70 z F OF Cp1.\F v Q w J CAUTION : IF THIS SHEET IS NOT 30x42" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. 14 O 64 cu z u p 3.03 PLANTING OF PALMS 3.02 TREE AND SHRUB CARE 1.08 ¢8 SAMPLES a. Steel Trowel Finish - A. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered t t l d i b t h e enough: Maintain a large Watering :ggg water basin around pans so that enough water can be > within the areas to be excavated for the tree holes. A A Provide 4 foot x 4 foot job site sample of each paving finish shown or required, for review and After surface water disappears and floated surface is sufficient) hardened, steel trowel a' O applied to establish moisture through the major root zone. pp y z approval prior to installation. Provide additional samples until finish is considered acceptable by and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel B. Excess soil generated from the planting holes and not used as backfill or in establishing the final grades the Owner's authorized represntative, at no additional cost to the Owner. to a smooth uniform finish free of trowel marks or other blemishes. Avoid excessive shall be removed from the site. B. Pruning: troweling that produces burned areas. 0 Part 2 PRODUCTS w C. Protect all areas from excessive compacting when trucking plants or other material to the planting site. 1. Prior to an pruning, obtain written approval from the Architect to b. Sandblast Finish - Y P 9� PP proceed. 2 01 CONCRETE MATERIALS F_ IM4 D. Center palm in pit or trench; align with other palms. Plant palm at or slightly above finish grade. 2. Trees: i. All work shall conform to applicable OSHA and EPA standards. Do not bury any part of trunk. a. Propose tree pruning to the Architect should there be health or structural reasons for A. Cement: ASTM C150 Portland type, gray color. 4< doing so, including the need to eliminate diseased or damaged growth, eliminate structural) ii. Contractor shall schedule this work to be executed with as little conflict with other o E. Set palm plumb and hold rigidly in position until sand has been watered in around roots. The sand needs unsound growth, reduce potential for wind toppling or wind damage, or maintain y B. Fine and Coarse A re ates: ASTM C33, from a sin le source throw hout ro ect. trades as ossible. If necessa Contractor shall be res ossible for the Of `0 99 9 9 9 P j P rY. p protection or � 00 to be washed into voids around roots to achieve a good interface. 9 P PP 9 9 growth masking within limited space. g of adjacent surfaces. M m b. Provide pruning for aesthetic enhancement according to City of Palm Desert Landscape C. Water: Clean, potable, and not otherwise detrimental to concrete. ,p F. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is twice Maintenance Guide. iii. Test areas for sample of blasting will be established where surface will not be left o the diameter and 24 inch minimum. c. Pruning of deciduous trees shall be during their dormant season. 2.02 FORM MATERIALS exposed. Landscape Architect shall be present at time of sample blasting and approve < Cq the desired finish. w (No more than 20% of live wood should be removed.) A. Conform to ACI 301. a '� 3.04 CLEANUP � 3. Shrubs: iv. Care shall be taken to protect all adjacent surfaces from damage which are not 3 o A. Following planting work, all remaining excavation shall be backfilled and compacted in accordance with the a. Do not clip shrubs into balled or boxed forms. B. Wood or Steel form material, profiled to suit conditions. receiving sandblasting. v_ o requirements of the Landscape Architect. Burying of debris in holes will not be permitted. All excess soil and b. Make pruning cuts just outside of the branch bark ridge and end at edge of collor. � v a debris from the relocation work shall be disposed of off the site by the Contractor. This site shall be left Never make a flush cut and do not leave a branch stub.. 2.03 REINFORCING MATERIAL v. Sandblasting shall be accomplished using qualified workmen familiar with the proper 0 v .Q It neat and clean to the satisfaction of the Owner. technique. 0 CD rn C. Staking: Ensure that stakes remain in place through acceptance and monitor to prevent A. Synthetic Fiber Reinforcement: 100% pure synthetic polypropylene fibers, engineered and 3.04 MAINTENANCE girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery designed for secondary reinforcement of concrete slabs, complying with ASTM C 1116 - Type III. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment stakes shall be removed. Maximum length of fibers to be 3/4-inch. and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay A. Be responsible for maintenance and guarantee of all installed new palms and existing palms to the or other foreign materials. Nozzle position during the operation shall be as determined o satisfaction of the Owner. D. Weed control: B. Reinforcing Steel: ASTM A 615; 40 ksi yield grade; plain deformed billet steel bars, uncoated in the making of the approved samples. 1. Refer to Ctiy of Palm Desert Landscape Maintenance Guide for weed control finish. 2. Before the application of any herbicide, identify the weed and get written vii. All concrete areas requiring patching shall be patched, with all rough spots and =o unevenness in the concrete surface ground smooth before the sandblasting operation is m o recomendation from a California State Certified Pest Control Advisor for the best C. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. begun. �, a 1.0 1. Refer to the City of Palm Desert Landscape Maintenance Guide for maintenance information and method of control. recomendations. m °J c o v 41 D. Tie Wire: An - a v on U) Annealed steel, minimum 16 gauge size. viii. Wash down concrete sandblasted surfaces °A a iv o°a a E. Insect and disease control: promptly to remove sand and dust. Upon � a c cz - W �2. Maintenance will include, weeding, spraying to control pests and disease and weekly water management completion, remove from site all surplus and waste materials. = c N U c 3 to include soil probing and maintenance of sump clean-out pipe, trash pick-up and tree pruning. 1. All application of all pesticides will be made by a California State Licensed Pest E. Dowels: ASTM A615- 40 ksi yield grade, plain steel, uncoated finish. " o G U W control Applicator. C. Broom Finish - >_ 3. Tree pruning shall be preformed by a Certified Arborist or a Certified Tree Worker. a U 2. Before the application of any pesticide, identify the pest and get written 2.04 ACCESSORIES z recommendation from a California State Certified Pest Control Advisor for the best method Steel trowel to a smooth, dense, hard finish, then apply a broom finish with a stiff a of control. A. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. broom in direction perpendicular to walk edge. UJ 4. Pruning shall be done with reciprocal saws (chain saws will not be allowed). 3. In case a Restricted Use Pesticide is recommended, there must be a Restricted Materials Permit issued b the Count of Riverside Agricultural Commissioner. o 5. Saw blades will be sterilized between each tree with 50% household bleach and 50% water Y y 9 B. Liquid Surface Sealer: ProSoCo Kure/Seal. d. Retardant Finish - o 0 for five minutes. F. Fertilize as specified by the agronomic soils testing recommendations. C. Patch Bond: Weld-Crete. i. Concrete Mix Design: An extremely coarse mix, containing the greatest possible Q Z s 6. Pruning will be done to remove dead or broken fronds and or fronds hanging below horizonal plan line, of 3 8 inch maximum size aggregate and a minimum amount of mixing L i �' and thorny fruit stems G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, 2.05 ADMIXTURES percentage / 9 water shall be used. Aggregate / sand ratio to be 70% aggregate to 30% sand. in v condition and variety acceptable to the Architect at no additional cost to the Owner. m ` F 7. Proposed pruning schedule is to be submitted to the Landscape Architect for approval. A. Air Entrainment: ASTM C260. ii. Preparatory Work: The concrete should be placed and consolidated so as to 0 3.03 GROUNDCOVER CARE completely fill all spaces in the forms. Tamping is not permitted in order to maintain w 00 B. The spring after planting, loosen but do not fully remove rope around fronds. Fully remove rope at end B. Chemical Admixutre: ASTM C494. _ of summer, 60 days after planting. A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or the aggregate near the surface for later exposure. Apply a wood float finish which will ,U Ln :Z permit 3/16 inch of with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant 2.06 CONCRETE MIX p aggregate exposure. 0 END OF SECTION damage. iii. Application of Retarder: As soon as the preceding has been completed, apply the x mo A. Mix concrete in accordance with ASTM C94. o= retarder and 'Lithotex' b L.M. Scofield 213 725-7112 per Manufacturer's application B. Watering: Water application rate required to match the demands of the plant material as per Y , ( ) , P PP a� irrigation schedule and €Tc values according to the Coachella Valley Water District. B. Provide concrete with the following characteristics: instructions. Once the retarder has been applied, cover the entire surface with plastic > sheeting or curing paper to achieve deeper aggregate reveal. w C. Trash: Remove as it accumulates, but no less often than weekly. Concrete Paving - Compressive strength at 28 days: 2500 psi 0° Concrete Walls - Compressive strength at 28 days: 3250 psi iv. Aggregate Exposure: The retarder should be removed between eight and twenty a SECTION MAINTENANCE p 9 P hours after placement by sandblasting or with a coarse fibered and rust resistant wire = LANDSCAPE MAINTENANCE D. Replace dead and missing plants at no additional cost to the Owner. all be applied and the surface shall be v' C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures scrub brush and jet of water. A clear seater shall covered after aggregate exposure with new, nosh staining paper. Z Part 1 will not relax cold weather placement requirements. GENERAL q a 3.04 IRRIGATION SYSTEM E. Concrete Surface Sealer: N 1.01 SECTION INCLUDES D. Use set-retarding admixutres during hot weather only when approved by Owner. o A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be Z:removing the last sprinkler head or two at each end of the lateral. E. Add air entraining agent to concrete mix for concrete work as necessary.A. 90 day maintenance. 9 P y' sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining is evident Q B. Controllers: Set and program automatic controllers based on ETo values obtained from the after the concrete has cured, lightly wash the aggregate surface with a mild muriatic acid _ B. Weeding. y P 9 y solution (usually a 10:1 dilution) that has been thoroughly rinsed with water and cleaned with Z Coachella Valle Water District. Give Owner a key to controllers and instruction on how to turn U) C. Fertilization. off system in case of emergency as specified in other sections of these specifications. Part 3 EXECUTION diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. a After concrete mix has cured for at least one month, the concrete surface shall be Ln 0ith f d h hl 01 INSPECTION thoroughly 3 i i t all d i R O C. Repair aamages o irrigation system at no additional cost to the Owner. Make all repairs . orougy washed with clean water. After surface is thoroughly I W _I 0 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS C P � Y dried, apply Y one coat Of within one watering period. of Aqua-Mix Penetrating Sealer, at the rate of 200 SF per gallon. Allow 24 hours before > m _ A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix o J A. Section 02811 - Landscape Irrigation. Specifications for complete instructions. 1JJ w Q B. Section 02950 - Landscape Planting. END OF SECTION B. Verify gradients and elevations of base are correct. Q V 3.08 FIELD QUALITY CONTROL 0 U) C. Section 02520 - Portland Cement Concrete Paving. C. Beginning of installation means acceptance of existing conditions. w UJ '^ - A. Field inspection and testing will be performed under provision of the UBC, current edition. � (J, 1.03 QUALITY ASSURANCE SECTION 02514 3.02 PREPARATION B. Maintain records of laced concrete items. Recor date, location of Y C) W Z W PORTLAND CEMENT CONCRETE PAVING P pour, quantity, Q y landscaping company. A. Moisten base to minimize absorption of water from fresh concrete. temperature and test samples taken. A. Provide services b an licensed or certified landsca in maintenance cam an P J 1.04 MAINTENANCE PERIOD Part 1 GENERAL B. Notify Landscape Architect and Owner a minimum of 24 hours prior to commencement of 3.09 PROTECTION = W Q concrete operations. rn J 1.01 WORK INCLUDED A. Immediately after placement, protect concrete from premature drying, excessive hot or cold o C A. Continuously maintain all site areas involved in this contract during the progress of work and V♦temperatures and mechanical injury. 0 J during the maintenance period until final acceptance of the work by City. Improper maintenance 3.03 FORMING or possible oar condition of the A. Concrete paving, mowstrips, steps and walls. z Q p p project at the termination of the scheduled maintenance period w N may cause postponement of the final completion date of the Contract at no additional cost to B. Reinforcement. A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval END OF SECTION o Owner. Continue maintenance until acceptable to the Owner. prior to pour. z CY) B. Provide sufficient numbers of workers and adequate equipment to perform work during C. Surface finish. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use maintenance period. D. Special curing. of permanent concrete screed is permissible. C. Maintenance period does not start until all elements of construction, planting, and irrigation for C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete M WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS J £ the complete project are in accordance with the contract documents for this project. 0 placement. Q j� kr A. Section 03251 - Expansion and contraction joints. D. Request an inspection to begin maintenance period after all planting and related work has 3.04 REINFORCEMENT w k been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. 1.03 RELATED WORK A. Place reinforcement. w,, A. Section 02811 - Irrigation System E. Prior to commencement of maintenance period, ensure that all ground covers have been B. Interrupt reinforcement at expansion joints. $ planted. B. Section 02950 - Landscape Planting C. Place reinforcement to achieve slab and curb alignment as detailed. w F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, 1.04 REFERENCES M ' perform weed control or maintain hardsca a areas will not be credited as P P part of the 90 days D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve w maintenance. The project will not be segmented into maintenance phases. A. ACI 301 - Specifications for Structural Concrete for Buildings. to allow longitudinal movement. U a G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these 3.05 FORMED JOINTS m B. ANSI/ASTM A 185 - Welded Steel Wire Fabric for Concrete Reinforcement. � areas at least broom clean through the duration of the maintenance period, cleaning no less a- often than once per week. A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and w C. ANSI/ASTM A 497 - Welded Deformed Steel Wire Fabric for Concrete Reinforcement. profile. Align curb, gutter and sidewalk joints. w 1.05 GUARANTEE AND REPLACEMENT D. ASTM A 615 - Deformed and Plain Billet-Steel for Concrete Reinforcement. �e B. Place expansion joint between paving components and building or other appurtenances. o a es. A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials E. ASTM C 33 - Standard Specification for Concrete Aggregates. < and workmanship for one year. Replace plants found to be dead or in poor condition due to C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. Cn faulty materials or workmanship, at no extra cost to Owner. `' m F. ASTM C 39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 3.06 PLACING CONCRETE 0 w B. Replacement: Replace materials found to be dead, missing or in poor condition during the } UJ UJ maintenance period immediately. The Architect is the sole judge of the acceptability of condition. A. Place concrete in accordance with ACI 301. a Y G. ASTM C 94 - Standard Specification for Ready Mix Concrete. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without B. Hot weather placement: ACI 301. o = Z H. ASTM C 150 - Standard Specification for Portland Cement. z releasing Contractor's guarantee and warranty to Architect. o a I. ASTM C 260 - Standard Specification for Air-Entraining Admixtures for Concrete. C. Cold weather placement: ACI 301. (n 0 1.06 INSPECTIONS D. Ensure reinforcement, inserts, embedded parts and formed joints are not distrubed during m Q o J. ASTM C 309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing concrete I A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Concrete. placement. o U w N Inspections are as follows: z UJ I K. ASTM C 494 E. Place concrete continuously between predetermined construction joints. Do not break or J LL o °D - Standard Specification for Chemical Admixtures for Concrete. interrupt successive pours such that cold joints occur. = V T 1. Immediately prior to commencement of this maintenance work. C)L. L. M. Scofield Tech-Data Bulletin D-203 - Application of Surface Retarder for retardant o W PP ( F. Place concrete to pattern indicated. finished concrete)- � 2. Completion of first 90 day maintenance period. a G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color m W 3. Final acceptance. M. FS TT-C-800 - Curing Compound, Concrete for New and Existing Surfaces. inconsistency will not be accepted. g w 0 0 v I 0UJ 1.05 QUALITY ASSURANCE a o 1.07 PROJECT FINAL ACCEPTANCE H. For concrete steps, walls or other cast-in-place elements. settle concrete by vibration to Q 0 eliminate honeycombs. Concrete with visible honeycombs will not be accepted. UNDERGROUND SERVICE a 0 A. Prior to date of final inspection, acquire approved reproducible prints and finally record from A. Perform work in accordance with ACI 301. o ALERT 3 V Y < z < < Q I. Tolerances in horizontal ali nment of hardsca a elements such as avin edges,es joints, walls - Ld e job record set, all changes made during construction and deliver them to Architect. g p paving 9 j Q N B. Obtain materials from same source throughout. and steps shall not exceed 1/4" in 10 feet, or 1/2" in 50 feet. CALL: TOLL FREE o 2 m M m m m ui cn Z � c=n0 WV)iV) M [if B. Deliver guarantees to Architect. 1.06 TESTS 3.07 FINISHING - � '� � Y Y Y �c o Y � 1-800-422 4133 O J LU Part 2 PRODUCTS A. Testing and analysis will be performed under provisions of the UBC, current edition. A. See plan for finishes and finish locations. M TWO WORKING DAYS BEFORE YOU DIG o0 z z ui z z z N z C) V B. Make available proposed mix design of each class of concrete to appointed frim for review a a a a a z a m 2,01 MATERIALS prior to commencement of work. B. Curbs, Swales and Gutters: Light broom, unless otherwise indicated. Q ii ii m a _J ii o C. Place curingcompound on exposed concrete surfaces immediate) after finishing. Apply m 'n tO CO co 0 co 0 C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance P P Y g PP y � 0 O 0 0 0 0 0 0 A. Ensure that all materials conform to other sections of these specifications for planting and accordance with manufacturers instructions. 0 0 0 0 0 0 0 0 with ACI 301. LLJ N N N N N � J �° irrigation, and as acceptable to Architect. Q � � � 0 � � � � Q V D. Finishes: O CD N N) N \ site. / B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on D. Tests of cement and aggregates will be performed to ensure conformance with specified 1-1 \\a- N t N N � Ln cotor` requirements. 1. Genera! - These plans have been rev�_-wed*by the Coache)!a Va!i€y Water District!n accordance with w r o 0 0 0 0 0 0 v Part 3 EXECUTION the Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring c E. Three concrete test cylinders will be taken for every 75 or less cu. yds. of each class of Compact and tamp concrete as specified herein (unless retardant finish is specified), to efficient landscape irrigation design in cooperation with the local governing agency(City or G 3.01 MAINTENANCE concrete placed each day. Er bring 3 8 m 9 / inch of mortar to the surface, float with wood screeds and floats only, and County). a m apply following finishes after surface by floating. Do not use steel or any plastic screeds, *Approval of this drawing by CVWD Staff does not constitute approval to encroach into zFD PA:/PM: A. ZERTUCHE A. Weed by hand all areas at intervals of not more than 10 days. F. One additional test cylinder will be taken and be cured on site under same conditions as CD floats or Fresno for initial floating and screedin operations. district and USBR right-of-way.Trees plants walls and permanent structures of an kind may 1 o m concrete it represents. 9 9 P not be planted or installed in CVWD and USBR easements or right-of-way without first y aW m B. Perform watering, pest control, and cleaning as required 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: obtaining an encroachment permit from CVWD. g Y WN BY: RLA G. One slump test will be taken for each set of test cylinders taken. 'LAC4AF w JOB NO.: 051- 00 Z ( �,` � V E C. Street gutters and curbs are to be included. 1.07 SUBMITTALS a James J. Ridge o , � Date SHEE v QD. Maintain adequate protection for people and property, and be financially responsible for A. Submit product data. r Water Management Supervisor _I < 11� g damages and injuries. Notify the Architect immediately should damage occur as a result of V) 3 maintenance operations and provide repair or remuneration. B. Include data on integral color, admixtures and curing compounds. n ure z d' 07/18/06 0 C. Submit manufacturer's instructions. �y (Date) ��P Development Services Supervisor oF�T> Z o TF o i OF CA��F L7 N ■ Q U w J