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HomeMy WebLinkAboutPrecise Grading Plan_1 CITY OF PALM DESERT PALM DESERT REDEVELOPMENT AGENCY HOUSING AUTHORITY PREaSE GRADING PLAN GRADING NOTES BEING A PORTION OF THE NORTH HALF, NORTHEAST QUARTER OF SECTION 20, T.5S. R6E, S.B.M. 1. ALL GRADING TO BE DONE /N ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A, GRADING PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE �� W APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS, OFF—SITE f-k DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED DIRECTLY TO CONSTRUCTION NOTES & QUANTITY ESTIMATE THE BASIC GRADING OPERATION W LEGEND: M Z 3 A LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING O1 CONSTRUCT RETAINING WALL PER CITY OF PALM DESERT STANDARDS (SEPARATE PERMIT REQUIRED.). .674 LF z — --THAT THE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, �224 INDICATES EXISTING CONTOUR AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL. FILL SITE AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. Z4 INDICATES PROPOSED CONTOUR O2 CONSTRUCT 6" TYPE 11 CURB PER CITY OF PALM DESERT STD. DWG. NO. 103. . . . . . . . . . . . . 833 LF SANTA 10M WAY 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE ,,24.7 INDICATES EXISTING SPOT ELEVATION DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE U3 CONSTRUCT 3 — 0" WIDE VALLEY GUTTER PER CITY OF PALM DESERT STD. DWG. NO. 112. . . . . . . 270 LF PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND (24.25) INDICATES EX71STING ELEVATIONS �i U SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS SHALL BE (XX.XX)FS INDICATES ADJUST TO MATCH EXTISTING EP O4 CONSTRUCT 18" X 18" TRAFFIC RATED SQUARE GRATE AND FRAME (ALHAMBR4 FOUNDRY 0 � a CONSTRUCTED TO CITY OF PALM DESERT RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DET41LS. TC INDICATES TOP OF CURB IA-2012 OR EQUIVALENT.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 EA 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS FL INDICATES FLOWLINE COMMENCED. US CONSTRUCT HANDICAP ACCESSIBLE PARKING STALL PER DETAIL SHEET 2 2 EA FS /ND/CATEs FINISHED SURFACE 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIA77ONS ARISING �6 CONSTRUCT 8' DEEP STANDARD DRYWELL PER CITY OF PALM DESERT STD. DWG. NO. I II DURING CONSTRUCTION, 7HE ENGINEER-OF-WORK SHALL BE TP INDICATES TOP OF PAVEMENT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND (SEPARATE PERMIT REQUIRED). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS FG INDICATES FINISHED GROUND ADNIrr M64P Z 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO TB INDICATES TOP OF BERM O7 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF PALM DESERT STD. DWG. NO. 200. . . . . . . . . . . 2 EA (NO SCALE) ON-SITE, OFF-SITE AND ADJACENT UTILITIES, FACILITIES, AND TG INDICATES TOP OF GRATE PROPERTIES. 8O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF PALM DESERT STD. DWG. NO. 105 INV INDICATES INVERT (SEPARATE PERMIT REQUIRED). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA DEVELOPER APPLICANT.• 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER 0.59b INDICATES PROPOSED GRADIENT PRECAU77ONS TO PR07ECT ADJACENT PROPERTY OWNERS FROM ANY AND --- O9 CONSTRUCT 3" A.C. OVER 4" CLASS 1/ BASE MIN. PAVEMENT SECTION. . . . . . . . . . . . . . . . 16554 SF PALM DESERT REDEVELOPMENT AGENCY HOUSING AUIIiIOR/TY ALL DAMAGE THAT MAY OCCUR FROM STORM W47ER RUNOFF AND/OR G.B. INDICATES GRADE BREAK DEPOS177ON OF DEBRIS RESUL77NG FROM ANY AND ALL WORK IN73-510 fRED WARAG DRIVE CONJUNCTION WITH CONS7RUC710N OF THESE GRADING PLANS C.F. INDICATES CURB FACE 10 CONSTRUCT 4' WIDE MEANDERING SIDEWALK PER CITY OF PALM DESERT STD. DWG. NO. 104 . . . .3873 SF PALM DESERT, CA 92260 9. THE CONTRACTOR SHALL N07IFY THE DEPARTMENT OF PUBLIC WORKS m INDICATES PROPOSED RETAINING WALL 1 f CONSTRUCT 12" HOPE DRAINAGE PIPE ® 0.5.E SLOPE OR OTHERWISE SHOWN ON PUNS . . . . . . 327 SF (760) 776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. 12 10. ALL EX/STING UTILITIES AND SERVICES MAY NOT BE SHOWN IT CONSTRUCT 7' SIDEWALK PER CITY OF PALM DESERT STD. DWG. NO. 104. . . . . . . . . . . . . . 3024 SF SHALL BE 7HE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND SITE DRESS PR07ECT /N PLACE OR REPLACE U71LI77ES THAT ARE NOT 1© EXISTING SEWER LATERAL, SEE PLUMBING PLANS FOR CON71NUANCE. . . . . . . . . . . . . . . . . . . 2 EA ABANDONED. FOR LOC477ON OF UNDERGROUND FACILI7ES, OR 73-610 SANTA ROSA WAY EMERGENCY ASSISTANCE CALL: 14 EXISTING WATER METER. . . . . • • • • . . . _ , • , • 3 E4 PALM DESERT, C4 92260 SOUTHERN CALIFORN14 EDISON COMPANY (800) 227-2600 SOUTHERN CALIFORNM GAS COMPANY (800) 227-2600 GENERAL TELEPHONE COMPANY (800) 227-2600 1© CONSTRUCT NOS 9" SQUARE GRATE (NDS 1980 OR EQUIVALENT) WITH BASIN . . . . . . . . . . . . . . 7 EA COACHELLA VALLEY WATER DISTRICT (760) 398-2651 77ME WARNER (760) 340-1312 EXT.281 11. ALL PROPERTY CORNERS MONUMENTS SHALL NOT BE DISTURBED BY 7HE ASSESSOR'S PARCEL N0: GRADING OPER477ON AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR AN77CIP47£S DISTURBING SHALL BE LOCATED AND APN 627-1014037, —026, —027 REFERENCED BY A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRAC77CE LAND SURVEYING. ALL MONUMENT DISTURBED OR REMOVED SHALL BE RESET BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE. 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY 7HE UTIL/Tl S CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE ELECTRIC: EDISON INTERNATIONAL DATE OF APPROVAL BY 7HE DIRECTOR OF PUBLIC WORKS. TELEPHONE:: GTE TELEPHONE NOTES REWDING EARTHWORK QUANTITIES: GAS. THE GAS COMPANY WATER: COACHELLA VALLEY WATER DISTRICT PRIVATE ENGINEER'S NOTES TO CONTRACTOR ' EST/ TES SHOWN EARTHWORK lnES SHOWN FOR AGENCY FEE PUR THIS OS S ARE ONLY,APPROXIMATE SEWER. COACHELLA VALLEY WATER DISTRICT BASED UPON THE PLAN ELEVATIONS SHOWN AND ON 7HE GROUND ELEVATIONS WHICH CABLE. TIME WARNER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/L/fiY PIPES, EXISTED AT THE TIME OF 7HE TOPOGRAPHIC SURVEY. THE LOC477ON CONDU17S OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A AND ELEVATION OF 7HE EXISTING GROUND CONTOURS WERE OBTAINED SCHOOL DISTRICT- DESERT SANDS UNIFIED SCHOOL DISTRICT SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, FROM THE CITY OF PALM DESERT. NO REPRESENTA77ON IS MADE OR THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. WARRANTY IMPLIED THAT THESE OUAN7777ES ARE PRECISE OR THAT THE THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EAR7HWORK WILL BALANCE. "LOSSES" SHOWN ARE SUBJECT TO WIDE a PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. VARIATION DUE TO PROBABLE VARIATIONS IN LOSSES DUE TO STRIPPING, x SOIL SHRINKAGE AND SOIL SUBSIDENCE. n THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 2. GRADE ADJUSTMENTS MAY BE APPROVED BY THE ENGINEER AND APPROVAL a, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 7HE COURSE OF AGENCY IF NECESSARY TO ADJUST EARTHWORK QUAN7771ES. CON7RACTOR n CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND SHALL REQUEST ANY DESIRED ADJUS7M£NTS TO ENGINEER AT LEAST 48 CU PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT ADJUSTMENTS ST IN ADVANCE V NC OF NEED FOB£ APPROVED. NOT ALL REQUESTED OVERALL SITE ACREAGE c� BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CpNTRACTOR SHALL ti DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER 3. CONTRACTOR, IN BIDDING THIS PROJECT, SHALL BE RESPONSIBLE FOR TOTAL = 1.36 ACRES HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN PERFORMING INDEPENDENT QUAN71TY TAKE—OFFS AND SHALL BASE ALL DISTURBED ACRES = 1.38 CONNEC77ON WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPT BIDS ON THAT TAKE—OFF AND SMALL BE RESPONSIBLE 7HEREFORE. o FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL FIELD AND SOIL THE ENGINEER CONDITIONS AND SHALL ACCEPT 7HE SITE IN IT'S AS-IS COND17ION AT THE 77ME OF CONTRACT. CONTRACTOR SHALL COMPLETE THE PROJECT -; (INCLUDING ANY REQUIRED SOIL IMPORT OR EXPORT) IN ACCORDANCE WITH APPR IMATE EARTHWORK QUANTITIES: N TH 774EN—EXISTING COND177ONS AND IN SUBSTAN714L CONFORMANCE WITH THE DESIGN GRADES SHOWN ON 7HE APPROVED GRADING PLAN 1-800-227-2600 (AND/OR AS ADJUS7ED) WITHOUT CHANGE ORDERS OR EXTRA CUT = 0 C.Y. < COOPERATIVE RED IMPORTED FIRE ANT PROJECT NOTICE COMPENS4770N. nLL = 4400 C.Y. IT'S THE UAW ! CALL AT LEAST 7*'0 FOR ANY WORK THAT REQUIRES IMPORT OR EXPORT OF SOIL ON THIS PROJECT, IT IS IMPORT � 4300 C.Y. M DiAL YOU BEFORE *0 iXCG DAYS PRIOR0 CONTRACTOR'S RESPONSIBILITY TO CONFORM TO CALIFORNIA FOOD AND AGRICULTURAL i YOU DOG ' O/ EXCAVATING CODE SECTION 5701(a) AND CALIFORNIA CODE OF REGULATIONS SECTION 3432. f- Gq Lv THESE CODE SECTIONS REFER TO A PROGRAM THAT IS DESIGNED TO PREVENT THE W SPREAD OF RED IMPORTED FIRE ANTS. DOCUMENTS TO OBTAIN COMPLIANCE ARE v=i UNDERGROUND SERVICE ALERT AVAILABLE AT: OF SOUTHERN CALIFORNM BEFORE EXCAVATAW, THE CONTRACTOR SHALL VERIFY THE CALIFORNIA DEPT. OF FOOD AND AGRICULTURE RED IMPORTED FIRE MIT PROJECT LOC47ION OF UNDERGROUND UTRJIXS BY CONTACnING 73-710 FRED WARING DR., SUITE 220 PALM DESERT, CA 92260 UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-26W PH. (760) 776-8208 FAX (760) 776-8091 a, i PREPARED FUR i APPROVAL RECOMMENDED FOR SEAL APPROVED BY DATE PREPARED BY. ■ 73-185 HIGHWAY 111, SUITE A C TY OF PALM DESERT SHEET No. CL ROBBINS JORGENSEN CHRISTOPHER ES'SI CITY OF PALM DESERT PALM DESERT CA 92260-3907 A 660 NINTH AVENUE t�0 p,M H.H, 'r9 (760) 341-3101 J l Warner SUITE 200 JOSEPH S. GAUGUSH CITY ENGINEER —= FAX (760) 341-5999 PRECISE , M 42138 03 31 04 lJ M SW DIEGO, G4 92101 _ 3 � R.C.E. NO. EXP. QATE � � ❑ 7245 ,IOSHUA LANE, SUITE B > engineering YUCCA VALLEY CA 92284-2968 GI FA DING PLA NW(619) 239-9188 ram. 2325s 2 DATE ,�, PREPARED UNDER THE SUPERVISION OF. 760 365-7638 PP 98-21 APN 627-101-037, -026, -027 OF SHTS A .. Exp. 12/31/05 CML ENGINEERING/PLANNING/LAND SURVEYING ( ) sr TE FAX (760) 365-2146 a� The private engineer signing these plans is responsible for assuring the accuracy BY DA cy and 73-I610 S4NTA ROS4 WAY FILE NO. We acceptability of the design hereon. In the event of discrepancies arising after City DATE I BY MAR APPR. DATE �` C+ �, �`t SCALE A POR. OF THEN t/2 NE 1/4 OF SECTION 20. TSS, R6E, S�Al. L DESCRIP77ON 9T I V \ BENCH MARK.• C9167CGP approval or during construction, the private engineer shall be responsible for determining ENGINEER CITY DATE F Off` WILLMM H. WARNER, WARNER ENGINEERING >;, a on acceptable solution and revisingthe Ions for approval b the City. OF(��\F v FOR W.O. 3 p p pp y y DESIGNED BY- FOS DRAWN BY: FOS CHECKED BY- WHW R.C.E. NO. 23256 EXp. DATE 12 31 05 DATE AWCH 2003ROWNS JO0W4VWV C*.rpH W C9167GP N 8 N I C p N Y b CD L p p 6 O O « tD t0 t e o u N N C v WATER CONSERVATION CONCEPT STATEMENT SHEET INDEX VICINITY MAP =X e aLL . � O Project Site: Palm Village Apartments SHEET TITLE SHEET NO. Assessor's Parcel Numbers: APN 627-101 -037, —026, —027 PROJECT SITE 73-610 9ANTA R05A WAY Project Location: 73-610 Santa Rosa Way TITLE SHEET T1 .0 APN 627-101-037, -026, -027 Palm Desert, California 92260 U PRECISE GRADING PLAN GP-1 O W< PRECISE GRADING PLAN GP-2 <W�o J Q b Included in this project submittal package are: =WA WAY 9 p p g IRRIGATION PLAN L1 .1 .0W< ® 1 . Maximum Annual Applied Water Allowance: SrN NICHOLAS AVE Owl NZu pp IRRIGATION DETAILS L1 .2 Conventional Landscape: 502 CCF IRRIGATION DETAILS L1 .3 CAT&INA WAY C Maximum Annual Applied Water Allowance: 502 CCF PLANTING PLAN L2.1 09 ® 2. Estimated Annual Applied Water Use b H drozone: PLANTING DETAILS L2.2 PALM PMT M. Turf Hydrozones: PP y y 57 CCF Q�o�Q �ONM��q%F9� Low Plant Hydrozones: 124 CCF LANDSCAPE MAINTENANCE SCHEDULE L2.3 � q�. G .� a=; QQ' Medium Plant Hydrozones: 108 CCF ' High Plant Hydrozones: 22 CCF . .°` cPjq�� Estimated Annual Total Applied Water Use: 311 CCF i7F CA ® 3. EATAW U < MAAWA 311 CCF < 502 CCF ® 4. Landscape Design Plan ® 5. Irrigation Design Plan 9 9 X6. Grading Design n Plan ® 7. Soil Chemical Analysis Project Description: The planning and design of the Palm Village Apartments has been V created with the intent to conserve and efficiently use water, while (n Z maintaining a quality, enjoyable landscape. Z 0 ,Q A design style that reflects that of the "native" desert — a vibrant use LLJ = Z of plant and rock materials — is emphasized. With the use of �-- predominately native, naturalized and low water—use plant materials, the Z Q plan exceeds the Coachella Valley Water District and City of Palm Desert LU J W water use requirements. Turf areas are included, however they have Q a been sized so that the do not exceed the recreational needs of the Q WPalm Village Apartment community. _ r Q W (n : ��_ J 2 r �e� .o Y• W W Water—use calculations have been provided, in addition to the landscape �' r - . i=F LETTER V C) Lu --� and irrigation plans, to assist landscape and irrigation personnel with ;i_ i C. r'.2 0. A C ACTION FOr1M Q W LU irrigation scheduling and monitoring. ; _I 0 ~ Date W 2 W J 4 _- o Patricia Trauth, ASLA 9 October 2003 Director of Landscape Architecture and Planning J Robbins Jorgensen Christopher J a AL LANDSCAPE PACKAGE GATE: 'f0'( REVIB'JV D BY - REVISIONS: t DISTRICT SIGNATURE BLOCK DRAWN BY: PT/MH These plans have been reviewed by the Coachella Vallley Water CHECKED BY•' PT District accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8 Section 65597 et seq. requiring efficient landscape FINAL and irrigation design in cooperation with the local governing agency (City or County). SUBMITTAL DATE 01 /15/04 Date Water Management Specialist T1 . 0 SHEET - OF Development Services Supervisor RJC#' 0114 XREF: - r UIUC V!ORKS DEPARTM&- Y i' � P,^(, q DESEFr e LEGEND: I 2241 EX/STING CONTOUR 24 PROPOSED CONTOUR 7 EXISTING SPOT ELEVATION VACANT LOT - EXISTING RESIDENCE EXISTING RESIDENCE , EXISTING RESIDENCE 024 A.P.N. 627-101 036 I F.F.-(185.29) 94.21 TW A.P.N. 627-101-009 F.F.-(184.78) EXISTING COMMERCIAL DUSTING COMMERCIAL (24.25) EX77S7ING ELEVATIONS A.P.N. 627-101-008 88.29 TRW EXISTING EXISTING OVERHEAD 1 f A.P.N. 627-101-010 9421 TW A.P.N. 627-101-041 88.65 TC 86.01 TC 84.40 TF 88.29 TRW A.P.N. 62 7-101-041 88.15 87.51 FS POWER POLE UTILITIES (XX.XX)FS ADJUST TO MATCH EXISSTING EP 86.22 TC A8410 21 7W 18 88.60 TG 94.21 TW 94.21 TW 84.40 IF 94.21 TW 87.72 FS 87 40 TG 9 TRW 87.70 TG 15 J W 86.80 /NV 15 � 88 29 TRW 86 00 TG 15 88.30 FS 88.29 TRW � S00'05'1 I NE 94.71 TW EXISTING PARKING LOT 86.30 /NV 86.70 TRW TC TOP OF CURB87.70 TG 85.90 INV 88.46 fS � 18 10 84.40 1F B 84.40 TF 9.56 87.35 TG 88.29 TRW 88.19 TC 85.40 /NV TF 85.73 INV 15 a N89-44'001�731Q65' 85.40 TF 86.37 TC 87 W 84.40 TF 87.69 fS _-_ •1�-TC _ 1 _ _ _ _ _85.35 1NV_ 87.87 f5 - - ----- ,� 87.65 FS 9'44'D0 86 00k' FL FLOWLINE ___ - - __ • -.,. ° 4 0 TRASH ENCLOSURE ` f0Z r, - >, - �. o,.,;. - --- __ _ _ - --- - ---fir-4 ------ FS FIN/SHED SURFACE --- _ _ - __ _ _ _ _EJEJ 7o-I - - N - 87 70 _ 5� TP TOP OF PAVEMENT 93.69 TW 191.os T.W 1 - 4 p _ I ��2 18 ( 85.4) E.G. 88 60 F !1 N 88.18 TC C 1 s1.18) N 88.37 IC FG FINISHED GROUND 87.75 IF 1 (1 s5.4) E.G.^ 62' p 18 15 89.36 15 II 1 r.W. 87.87 FS `r 88 00 18 88 00 TG ""' 87.68 FS 7 1 1 93.69 TW f 5 86.00 TG 18 85.71 INV 18 N 8 .4 1 88.46 TC TB TOP OF BERM 88.52 TC 8775 IF " 11 8829 fiC EXISTING 86.10 /NV � II 87.96 FS 8802 f5 I o 11 87.79 FS BLOCK WALL EXISTING I TG TOP OF GRATE I .-- __..__- I 3 Il __. _ EXISTING 88.61 A7 1 18' I II -�02 - 5' BLOCK WALL (REMOVE WALL & EXISTING BLOCK WALL 88.28 T 11 FOOTING, TYP) (REMOVE WALL do 87.78 Q 1. X (ts TBM TOP OF BENCH MARK 88.11 fS 1 I {REMOVE WALL dt: f BLOCK WALL 93.71 TW ' 1�.Y 11 II FOOTING, TYP) (185.8) (185.4) = 1 i (REMOVE WALL & FOOTING, TYP) 2 �� 3 z1 88.55 TC INV INVERT 87.70 TRW 1 h s.o) a, I II .3W6 TC FOOTING, TYP II 88.05 FS PAD EL. = 188. 87.8 197 89.46 --- - - -- ) (1s7.4) 89.46 1.OX �I -.5% GRADIENT 85 06 TF __ _ _ II. _ . _) - II _._�_ ___ 89.46 f5 (1ss.f) (186.3) 11 II GRADE R RESIDENCE I 88.70 1 9 II 88.47 TC FS 46 o G.B. G DE BEAK ( ) I 89.46 88.20 fS 87.97 F.F.- 186.65 _ _ Il • 9. 4 ;. ,� 0.5" C.F. it �I C.F. CURB FACE A.P.N. 627-101-022 ( I 60' II S °_. 89.46 II 8864 TC _ 806 Q (1ss.5) i 88.14 FS #. g I 1 OX - eFS FS 11 5b �o RETAINING WALL I I II. __ :--_ . 9 FS ..:� *� � � 187.0 I I FS H.P. --- II .�° FS ` ! """ '...' .d' ' "'e, EXISTING RESIDENCE • T.W. TOP OF WALL 88.29 fS f 8 Z►�•= � 1 p 1� 10 "��► 88.73 TC I .--I- ^ ' II 1 T.W. 88.23 FS T.R.W. TOP OF RETAINING WALL 1 I 8 .87 R 11 89.03 + )' `' •.�,;• + * II 60 I F.F.- 187.47 2 II p8856 N '� ,,�..° ,,,�,, �. ti a G ( ) I I� H.P. 185.3 ---�- I 1 - T.F. TOP OF FOOTING 93.71 TW a l -- - - ( ) - c - 1 - ----� A.P.N. 62 7-101 028 --- -- EXISTING WALL 87.70 TRW 11 6.4) 88.70 TCI2 11 II 88.47 TC (1 ) 88 60 II Z 87.81 1 I 3' 85.72 IF 1 II 8 086. 89.26 11 Y I J� I 88.64 TC 88.20 FS p.___._�_ 88 96 64' FS H.P. _ 88.14 f5 O EXISTING POWER POLE I _� - k3 4 II FS 1 4 al - FS 88.50 T � I I " I I� 2I II 3 RECREA 01V (187.t) 88.00 II I 2 `�' ACCESSIBLE ROUTE OF TRAVEL 3 I Iq �I IL AREA ( 8 (18s.$) I 11 I I o 88.61 TC 1 0l II 88� 86.5 88.41 TC I 1 18 0 1.OX Z II 87.86 FS _ ). FG �� = 87.9�'1 g. ^ . - 0 88.11 fS �-- �- - F I QI II A --L. = 1$8.�' �� AD_ L. - 188.E 8832 TC it Inz, (,as.$) I 19L O -- 55 TC 18�:3) (186.9) 87.82 fS II 3 1 rn T. y88. z 1 II- 9_TC 87.50 TG 6.00 88.05 FS �-- 86.52 TC. II 87.79 FS 15 (1 86.22 TC 8 1.0% �- 1 85.52 JNV 80.80 INV SLAB 87.50 TG 1 88.48 TC 88.02 FS 88.25 TC I) (18s_3) TG T. 87.72 F5 11 4 93.62 TW s.9 5a Il 88.96 85 30 INV /N 85 20 IN ( s 9d s7 ) I1 4.73 INV I I 87.98 fS 1 (186.5) 70.80 BO OM 1 7.75 fS 0.26 87.60 TG1'86i54- &JO TC EXISTING 87.70 TRW )88 43 TC 87.7 FS RETENTION BASIN . FS 86.90 INV87.80 f5 85.72 TF 87.93 fS ( 87.53 TG 111 18 FS 18 s BOTTOM= 86.00 18 89.20 94.71 TW 04 � II 86.25 fS 1 I 87.38 TRW BLOCK WALL _ 4 84.68 /NV) U 14 ° 18741 C.F. 88 187_61 ( 6 3 18 2 FS 6 - - - 11 - - 85.40 IF i (PROTECT IN PLACE) 88.03 _ F.S. 6 s N -^� 88.45 TC in 87.53 FS �\ 44IX - i in 88.45 fS l 0 8 EXISTING BLOCK WALL 14 �88.05 TC N 18s.a2 11( 8 '1 --- • "' iss. lbs. 1 s.4s asza}--- "' -- "� o w `. 38.05 fS -1- - - .�. --- - - - - M W (REMOVE WALL do - - - - - - - F s 1 15 . •- - a d . 4' .. (1 7.7 FOOTING, TYP 8 •��44 0Q E ,39$"63 88.60' 14 ' w r ?,. ar i w r- .. a -w (' wer�� A a w :3 wr w "�w #w w ae h _ 20 0 20 40 60 _ E _ - - �_ _ _ -_ ___ - -_ �L 4 C - 8 -8 - iL- 1 188.24 T.C. 4-97:A .I 8 30-TG f Ts r. T� 1 J 7 C. m m.o6) T.C. l (188.12 T.C. LL: (188.2 7 T.C. 188.40 T.C. 188.46 1. 13 T 84.63 INV /N � --�-- i (188.16) T.C. �.� 187.83 F.L. 87.76 F.L. 83.40 INT SLAB 187.28 F.L. © ) (187.47) F.L. 13 I (187.53) F.L. N (187.69) F.L. 12 N o0 (187.77) F.L. 87.50 j6' ( ) (I ) 73.40 BOTTOM "� '� (187.66) F.L. 188.59 F`L (187.56) F.L. I 1 8 (187.34 F.L. 1 7.42 FL. o 86.11 TC I N N (0 19 1 0� _ EXISTING SEWER LINE 19 17 86.30 INV 1 R7.3Qe1NV_OUT-._m ' -�-r>i - s_-_ -_____ S s - ice_�e} e� - __-EXISTMJI -£ANCEFE __ -__ - 0 SCALE: 1 INCH =20 SCALE FEET -s 11 1 _ _ I s+ _ _ �- _ - _ 7 001 _ _ _ _ _ _ �87.60) F.L. _ as _ CURB AND GU ER _ _ _ shoo SANTA _ ROSA _ WAY _ _ " oo _ _ _ 3+00 i---- - (1187.93) 1(188.07) (188.12 188.19 (188.32) (188.34) t88S27 18512) (188511) 188.26 88.10 EXISTING WATER LINE F.S. F•S• _�--�_ F.S, F.S.P �� w F . --w F. 84.60 !NV IN 83.10 INV SLAB 86.50 !NV OUT 73.10 BOTTOM - - - - - - - - _= - - - - = = - - - - - - - - - - - - - - - - - - _ - - _ - _ - - - - - - CONSTRUCTION NOTES � CONT CEMENT WASH/CAP (TYP) CONT. CEMENT WASH/CAP (TYP) CONT. CEMENT WASH/CAP (TYP) O1 CONSTRUCT RETAINING WALL PER CITY OF PALM DESERT STANDARDS. (SEPARATE PERMIT REQUIRED.) 12 CONSTRUCT 8' WIDE SIDEWALK PER CITY OF PALO DESERT S7D. DWG NO. 104 PROPERTY LINE W PROPERTY LINE PROP RTY LINE W. SEE PLAN SEE PLAN (SEPARATE PERMIT REQUIRED.) 6' GARDEN WALL T W O CONSTRUCT 6" TYPE ll CURB PER CITY OF PALM DESERT STD! DWG. N0. 103 SX6X 16 SLUMP BLOCK SEE PLAN 6' GARDEN WALL O3 CONSTRUCT .3'- 0" WIDE VALLEY GUTTER PER CITY OF PALM DESERT STD. DWG. NO. 112 EXISTING SEWER LATERAL, SEE PLUMBING PLANS j FOR CONTINUANCE I 8X6X 16 SLUMP BLOCK I 6 GARDEN WALL EXISTING 4� CONSTRUCT 18" X 18" TRAFFIC RATED SQUARE GRATE AND FRAME (ALHAMBRA FOUNDRY 14 EXISTING WATER METER (PROTECT IN PLACE) I PARKING LOT I 8X6X16 SLUMP BLOCK COMMERCIAL I PARKING LOT IA-2012 OR EQUIVALENT.) 1© CONSTRUCT NOS 9" SQUARE CRATE (NDS 1980 FOR EQUIVALENT) WITH BASIN T.R.W. (SEE PLAN) EXISTING T.R.W. (SEE PLAN) T.R.W. (SEE PLAN) SO CONSTRUCT HAND/CAP ACCESSIBLE PARKING STALL PER DETAIL, SHEET 1 LANDSCAPING RESIDENCE TG (SEE PLAN) 16 REMOVE/ABANDON EX/STING WATER METER PER CVWD STANDARDS P.C.C. SIDEWALK 56 CONSTRUCT HAND/CAP ACCESSIBLE PARKING STALL PER DETAIL SHEET 1 Q 6" CJP CONC CURB 1 REMOVE EX1S7ING CONCRETE' DRIVEWAY APPROACH �cn. I Q I PAD ELEVATION � ASPHALT CONC. PAVEMENT s (SEE PLAN) tl- O CONSTRUCT 10' DEEP STANDARD DRYWELL PER CITY OF PALM DESERT STD. DWG. NO. 111 ? I I W;1, I z 5 I I ASPHALT CONC. PAVEMENT 18 CONSTRUCT 4" NDS DRAINAGE PIPE ® 1% SLOPt OR OTHERWISE INDICATED Q Q ^ 2 Z I a O7 CONSTRUCT GARDEN WALL PER CITY OF PALM DESERT STANDARDS (SEPARATE' PERMIT REQUIRED) � r�.�xhy � ' � � N.D.S. DRA/N BOX WITH GRATE � Q 19 CONSTRUCT 8" TYPE 1 CURB & GUTTER PER CITY OF PALM DESERT ,v U; CLASS JJ BASE (SEE CONSTRUCTION NOTES) O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF PALM DESERT S7D. DWG. NO. 105 STD DWG NO. 102 (SEPARATE PERMIT REQUIRED) WATERPROOF MEMBRANE WATERPROOF MEMBRANE ``' CLASS tl BASE M (SEPARATE PERMIT REQUIRED.) " " ° 90.E MIN.. RELATIVE 4. ° " 90% MIN. RELATIVE %`r, WATERPROOF MEMBRANE o p p ©0 CONSTRUCT 3 CURB FACE 7RANS177ON (0 -6 ) 12X6X16 SLUMPBLOCK ` ..; .f : - COMPACTION COMPACTION gOX MIN. RELATIVE O CONSTRUCT 3 A.C. OVER 4 CLASS it BASE MIN. PAVEMENT SECTION. WEEP HOLES ® 16" O.C. T.F. (SEE PLAN) 1 CONSTRUCT BUBBLER BOX PER DETAIL HEREON " T.F. (SEE PLAN) T.F. (SEE PLAN) CO PAC7ION o i0 CONSTRUCT 4' WIDE MEANDERING SIDEWALK PER CITY OF PALM DESERT STD. DWG. NO. 104 © 9'7C9'�CfO N N.D.S. PLASTIC SECTION A-A - SE ON C-C CATCH BASIN TG N 11 CONSTRUCT 8" HOPE DRAINAGE PIPE ® 0.5.E SLOPE OR OTHERWISE SHOWN ON PLANS Jam'' AND GRATE NTS NTS Co P 4RN5 PER CD tU NOTES ' 1. TOP OF 12X6X 16 SLUMPBLOCK SHALL TERMINATE 6" BELOW 1-800-227-2600 �-- S=0.010 HIGHEST ADJACENT FINISH SURFACE. 1" MIN. ITS THE LAW 1 CALL AT LEAST TWO SGt 4" PVC DRAIN LINE 2. SEE STRUCTURAL DRAWINGS FOR RETAINING WALL DETAILS DIAL BEFORE WORKING DAYS PRIOR 7`- SCH 40 OR APP'D EQ. YOU DIG ! O TO EXCAVATING NOTES LLI i 3/4" GRAVEL C" V . _ FINISHED FLOOR ELEVATION ESTABLISHED BY THE PALM DESERT SG1. WITH FILTER FABRIC UNDERGROUND SERVICE ALERT OF sounior�N cNFatrnA REDEVELOPMENT AGENCY HOUSING AUTHORITY AND TITLE 27 OF DRAINAGE 8EE BUBBLER BOX DETAIL BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE THE PALM DESERT MUNICIPAL CODE. LOCATION OF UNDERGROUND UTILITIES BY CONTACTING 11'ARTMEN; UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 NOT TO SCALE PREPARED FAR 1 RECOMMENDED FOR SEAL APPROVED BY DATE PREPARED BY1 ■ 73-185 HIGHWAY 111. SUITE A CITY OF PALM DESERT SHEET NO. w BOBBINS JORGENSEN CHRIST[?PHER APPROVAL ��E�TO CITY OF PALM DESERT PALM DESERT CA 92260-3907 z \ q l Warner (760) 341-3101 PRECISE i 2800 LAFAYETTE ��`�PM H. F MARK GREENWOOD, PE. CITY ENGINEER -� FAX (760) 341-5999 �P 2 EWE RT BEACH, CA. 92663 ,v�i w �� 'S R.C.E. NO. 57989 EXP. DATE 06/30/06 � S G ADING PLAN W 619 239-9188 �' �° engineering 0 7245 JOSHUA LANE, SUITE B > z YUCCA VALLEY CA 92284-2968 2 w DATE � No. 23256 m PREPARED UNDER THE SUPERVISION OF.- +CML ENGINEERING/PLANNING/LAND SURVEYING (760) 365-7638 PP 02-16 APN 627-101-037, -026, -027 OF SHTS. N Exp. 12/31/05 a The private engineer signing these plans is responsible for assuring the accuracy and CHECKED BY ,� DATE FAX (760) 365-2146 7 -610 SANTA ROS4 WAY FILE NO. W acceptability of the design hereon. In the event of discrepancies arising after City DATE BY MAR APPR DATE C+ �, �� SCALE BENCH MARK.- A POR. OF THEN 1/2 NE 114 OF SECAON 20, T5S, R6E, S.B.M. DESCRIPTION �� /V 1 = 20 " " C9)67CGP d approval or during construction, the private engineer shall be responsible for determining ENGINEER CITY DATE c�'OF FpQ` WILLIAM H. WARNER, WARNER ENGINEERING TBM ® X /N TOP OF CURB ® THE PROLONGAT/ON FOR jw_"C9167GP 3 an acceptable solution and revising the plans for approval by the City. DESIGNED BY- FOS DRAWN BY FOS CHECKED BY.- WHW �`�-� R.C.E. NO. 23256 EXP. DATE 12 31 05 DATE � MARCH 200 OF THE WEST PROPERTY LINE. ELEV.=187.92 ROBBINS JORG CH,,,, , - 8 N I VICINITY MAP C N � O b L PROJECT SITE c c o 73-010 SANTA ROSA WAY "- .o e U N N M PULL (2) SPARE W I RE5 AND THE COMMON FROM CONTROLLER "A" TO VALVE BOX nn WM 116 DR. =X A17. MAKE ENDS WATERPROOF, TAPE, d� AND LABEL A5 "SPARE A WIRES" AND 5JWTA ROM WAY PLACE INSIDE VALVE BOX. `}" FSAN NIpi01 A5 AVE. CATALINA NAY V a W= ~V PALM DESERT DR. 0 >m p VJ -+ow 0 W j N Z U Q t 11 1 p J Q � 1 A15 I 4 Q t o I 3/4 n J J Q 0 1 Q .S A4 3 IIQ II f p � 1„ p t • p I Q�oFE�s�a�a� ,� 4 A5 111 p I Quo�Q��\A M. Tg9G'F9�y,. A14 P _TI .. p •OF CALIF Q 4 A1S j III p ---------' - ill I 1n_ II i _ 4 2 A I Q �f� rl I.I 3 ` IL 11 Ijll /4 / n I 1 _. t" 1n — I► 34 Q 1 VI 3 --- N • • IT Ir AIL 1i Q In 111 — .— III _f % I I ❑ � . � 11 I _ .'�fIYY'!lT i'� /4 3 /4 's/4 1 1 Q Q I 3/4■ 3/4nIr�j RECREA7AAIV AWA E (SWD) I -A ;31A 1 Q 1 i Q Q f 1 I11 p 3 1 f I f i RECRE47YON 3/ 0I Q p AWA = 3/4 n 3/4 3/ a _ —— 3 4 Il t .• • AL 3/411 •. I /4 jA# C3/4 v r LA Z 1 41a - -- - _F 1 -T- 4 { 777 11 I n 1„ /I3/41' 3/4" IRRIGATION WATER Z 0 Q --_- �/ METER/ 1 " RP BACKFLOIM LLJ _ ------ ---- ---- ---------------- = z SLEEVE. — • ---------------s----- _----------- • ---- ------------ 4" MAIN SLEEVE TYP. 1° 2 A10 SANTA ROSA WAY- Z 0 z- 1. 11 --------- �, w Cie 2" WIRE SLEEVE, TYP. t" 13 A3 2 J J ,3 A9 t„ SERVICE LINE � Q a- lit 0 U Z AUTOMATIC IRRIGATION CONTROLLER "A" 1 A2 P.O.C. DOWNSTREAM OF REDUCED PRESSURE Q W 0 10 A8 24 STATIONS (WALL MOUNT) I„ BACKFLOW ASSEMBLY. VERIFY EXACT LOCATION W > ~ �— CONSTRUCT I ON I RR I GAT I ON NOTES t 16 STATION USED .5 Al W/ OWNER• V w w Q 1. IRRIGATION MAINLINE/ AND ALL EQUIPMENT 15 SHOWN DIAGRAMATICALLY. INSTALL IN PLANTING "3 A7 t a LL J 0 AREAS. INSTALL MAINLINE 18" FROM ANY HARDSCAPE WHENEVER POSSIBLE. 1° 20A, 115VAC INDEPENDENT CIRCUIT 5/4" WATER METER BY CVWD OC POWER REQUIREMENT. COORDINATE 2• THESE SYSTEMS ARE DESIGNED TO SUPPLY A M I N I MUM OF 30 PSI AT THE BUBBLER/ SPRAY HEADS. EXACT LOCATION WITH OWNER. 1" REDUCED PRESSURE BACKF LOW PREVENTER BY J ce 3. CONTRACTOR TO OBTAIN A STATIC WATER PRESSURE READING AT THE POINT OF CONNECTION PRIOR TO CVWp > w Q ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING THE IRRIGATION SYSTEM. IF w THE WATER PRESSURE FOUND 15 DIFFERENT THAN SHOWN ON DRAWINGS. CONTRACTOR SHALL CONTACT THE EX 1 ST I NG STATIC WATER PRESSURE: ±70 PSI o LANDSCAPE ARCHITECT FOR FURTHER INSTRUCTIONS. 4. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND ABOVE GROUND OBSTACLES W I TRI N WORK I RR I GAT I ON SYSTEM DESIGNED FOR: 30 P51 —� AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN OBSTACLES AND THE PROPOSED CL Q PULL (2) SPARE WIRES A1� THE COMMON WORK. CONTRACTOR SHALL PROMPTLY NOTIFY ARCHITECT TO ARRANGE FOR RELOCATIONS. IF REQU I RED. TOTAL IRRIGATED AREA: 15, 120 5Q. FT. PR I OR TO START OF CONSTRUCTION. FROM CONTROLLER "A" TO VALVE BOX 5. ALL I RR I GAT I ON L 1 NE UNDER PAVING SHALL BE SLEEVED WITH PVC SCH 40 FIFE. SLEEVE SHALL BE 2 A17. MAKE ENDS WATERPROOF, TAPE, TIMES THE DIAMETER OF PIPE TO BE SLEEVED. AND LABEL AS "SPARE A W I RE5" AND PLACE I N51 DE VALVE BOX. REVISIONS: S. ALL ELECTRICAL WIRE UDDER PAVING SHALL BE INSTALLED IN PVC SCH 40 CONDUIT. KEEP SEPARATE Q - FROM WATER LINE SLEEVES INDICATED ON DRAWINGS. 1 7. ALL TURF SPRAYS HEADS SHALL BE INSTALLED 18" FROM WALKS AND ADJUSTED TO KEEP WATER OFF ALL a - PAV I NG. WALKS AND WAL L.S. i,f Q 8. ALL LATERAL ENDS TO BE 3/4' UNLESS SHOWN OTHERWISE. DISTRICT SIGNATURE DRAWN BY: PT/MH 9. MANIFOLD GROUPS OF CONTROL VALVES. BALL VALVE AND QUICK COUPLER VALVE PER DETAIL SIL1.3. These plans have been reviewed by the Coachella Vall y Water CHECKED BY: PT District accordance with Water Code Title 7, Division ll Chapter • 10. REFER TO SHEETS L1.2 AND L1.3 FOR IRRIGATION LEGEND. DETAILS AND ADDITIONAL NOTES. 3, Article 10.8 Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing FINAL agency (City or County). SUBMITTAL MAXIMUM WATER ALLOWANCE I. SEE SHEET L 1.3 FOR CITY OF PALM DESERT AND COAChELLA VALLEY WATER DISTRICT CALCULATIONS NORTH DATE 01/15/04 Date Water Management Specialist 0 10• 20' 40' Ll . 1 LANC6CAPE MAINTENANCE 5CHEOU L E I- SEE SHEET L2.3 FOR I RK I GAT 1 ON MA I NTENANCE SCHEDULE. SHEET - OF SCALE: 1 " = 20' Development Services Supervisor RJC#' 0114 XREF: - EC i A U,94 CITY 01F PALM DESERT PUBLIC WORKS DEPARTMEN-I IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MA"ACrJRER/ MODEL NO. (OR APPROVED EQUAL) RR1ARIGg DETAIL g N IRRIGATION WATER METER REFER TO CVWD APPROVED MATERIAL5 L15T APPROX . WHERE 5HOWN, TO BE INSTALLED BY CVWD C POINT OF CONNECTION - - - APPROX . WHERE 5HOWN, FIELD VERIFY - - M FULL PORT BALL VALVE VALVE BOX AND LID (TAN) - W V n n c ( ) Sew REDUCED PRE%URE 5ACKFLOW A55MLY REFER TO CVWD APPROVED MATER I AL5 L 15T APPROX . WHERE 5HOWN, TO BE I N5TALLED BY CVWD PVC SCH 80 UNIONTHREADED PVC SCH 80 THREADED V a NIPPLE -TYP. (LENGTH PVC SCH 40 FEMALE =X AS KEQ'D) ADAPTER (2 KEQ'D) 19 DRIP REMOTE CONTROL VALVE A%EM. RA I NB I RD XCZ- 100 COM (5EE NOTE5 1 AND 2 BELOW) I N5TAL L APPROX . WHERE 5HOWN 3/L 1 .2 d p QUICK COUPLING VALVE RAIN5IRD #33DDRC LOCKING COVER, FOR 5UPPLEMENTAL WATER 8/1- 1 .3 O FINISH GRADE AUTOMATIC IRRIGATION CONTROLLER AQUA CON5ERVE ET-245 W/5- 165 CABINET APPROX . LOCATION, FIELD VERIFY EXACT LOCATION 10/L1 .3 FULL PORT BALL VALVE WILKIN5 850 5ERIE5 MAINLINE SIZE: FOR MAINLINE 150LATION 1 /1- 1 .2 PVC SCH 40 45° ELL = NO 5YM. REMOTE CONTROL WIRE 14AWG 600V PAIGE ELECTRIC OR APPROVED EQUIVALENT BURY ALONGSIDE MAINLINE (TYP. ) 5x5 - TYP 3».6» i��i�_� �- PRESSURE PIPE PAC I F I C P LAST 105 OR APPROVED EQU I VAL ENT PVC C L 315 FOR 2 AND LARGER, ( ) Ili �����_- --- PVC SCH 40 FOR 1 - 1 /2" AND 5MALLEK - - W cc) i i 3" MIN. DEPTH OF 1 - 1 /2" NON-PRE%UKE PIPE PAC I F I C PLAST I C5 OR APPROVED EQU I VALENT PVC CL 315 FOR 1 /2" 51 ZE, i i i 3/4-I NCH WASHED GRAVEL PVC PRESSURE PIPE - PVC CL 200 FOR 3/4" 51 ZE AND LARGER J o » _ MAINLINE IN 5LEEVE PACIFIC PLA5TIC5 OR APPROVED EQUIVALENT PVC 5CH 40, 2X DIA. OF SLEEVED PIPE MIN. 7/L1 .3 0301 I� MIN. = WIRE 5LEEVE PACIFIC PLA5TIC5 OR APPROVED EQUIVALENT PVC SCH 40, 2X DIA. OF WIRE BUNDLE, MIN. 7/L1 .3 .,Wa N Z U NO 5YM. TRENCH DETAIL - - - FOR ALL PIPING BELOW GRADE 7/L1 .3 _ _ = BRICK OR CONCRETE SUPPORTS (END TO END UDDER PERIMETER OF VALVE BOX NO 5YM VALVE BOXE5- FULL PORT BALL VALVE5, CAR50N #910- 10 W/ LOCKABLE COVER (TAN) OR EQ. I N5TALL PER APPL I CABLE DETAIL - - NOTE: BOTTOM) & QUICK COUPLER USE TEFLON TAPE ON ALL UNDISTURBED/ COMPACTED NO 5YM. REMOTE CONTROL VALVE BOX CAK5ON #1419- 12 W/ LOCKABLE COVER (TAN) OR EQ. I N5TALL PER APPL I CABLE DETAIL - - THREADED CONNECTIONS. SUBGKADE FULL PORT BALL VALVE NO 5YM. WIRE CONNECTOR5 5PEAR5 DR I -5PL I CE 100 FOR ALL WIRE 5PL I CE5 6/L 1 .3 � ��`P NO 5YM. VALVE MANIFOLD - - APPROX . WHERE SHOWN, FIELD VERIFY 5/1- 1 .3 NTS NO 5YM. METALLIC LOCATOR/ WARNING TAPE PAUL POTTER WARNING TAPE INC. "ALARM TAPE" IN5TALL ABOVE MAINLINE AND ABOVE WIRES FROM ` CONTROLLER TO F I K5T VALVE 7/L 1 .3 0 3 OF CA 1 . FOR DRIP REMOTE CONTROL VALVE A%EMDLY, U5E R5Y 5ERIE5 200 ME5H FOR FLOW5 BELOW 3 GPM VALVE CALLOUT: AND RBY 5ERIE5 150 ME5H FOR FLOW5 A50VE 3 GPM. CONTROLLER STATION BEGII,ENGE NOTES: 10 Al 2. FOR FLOW5 GREATER THAN 5 GPM, 51,1135TITUTE P51 -L3OX WITH A P51 -M50X PRESSURE REGULATOR. 1. PROVIDE 1800 PRESSURE COMFESAT I NG SCRENfi VALVE DISC 4AR sE � 1" - VALVE SIZE WHOM KEQ'D TO MINIMIZE OVERSPRAY ONTO PAVING (APPROX. GALLONS PER MINUTE 3. FOR TURF VALVE5, 51,1135TITUTE P5I -L3OX WITH A P51 -M40X- 100 PRESSURE REGULATOR. AND BUILDING 2. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. FLUSH W/FINISH GRADE POP-UP SPRAY HEAD PIPE SIZING CHART SPRINKLERS IN TURF AREAS 2" MIN. . 3" MAX FROM MOWCUK5 18. 5YM 13OL RAD. GALLONS PER M I NUT " DETA I L FROM SIDEWALKS AND HAKDSCAPE D I AI�ETER 5CH 40 CLA56 315 FUL 1/2 1/4 VAN DESCRIPTION I PT I ON MANUFACTURER/MODEL NO. OR APPROVED EQU I VALENT FT PSI FULL 1/2 1/4 VAR FINISH GRADE POP-UP BODY 3/4" 0-8 GPM ® B M 0 6" POP-UP LAWN 5PRAY HEAD RA I NB I RD 1806 S M W/15U 5ER I E5 NOZZLE 15 30 3.7 1 .9 .9 VAR 2/L 1 .2 �_ �- �_ �� _ .. PVC SCH 80 NIPPLE (LENGTH A5 ® e e 6" POP-UP LAWN SPRAY HEAD RA I NB I RD 1806 5AM W/12U SERIES NOZZLE 12 30 2.6 1 .3 .7 VAR 2/L 1 .2 �i�n�i i�n- T r� REQ'D) ® O ® 6" POP-UP LAWN SPRAY HEAD RAINBIRD 18M SAM W/10 SERIES NOZZLE 10 30 1 .6 .6 .4 VAR 2/L1 .2 111E111E-i �IF ll� 1 " 9-12 GPM C 0 p 6" POP-UP LAWN SPRAY HEAD RA I NB I RD 1806 SAM W/8 SERIES NOZZLE 8 30 1 . 1 .5 .3 VAR 2/1-1 -9 111=111�1 I- El 1�11 �= MARLEX STREET ELL 5 30 .2 . 1 VAR 2/L 1 .2 2" � 111 i i i i i�i- B ® 6" POP-UP LAWN SPRAY HEAD RA I NB I RD 1806 5/1M W/5 5ER I E5 NOZZLE T n�III F PVC SCH 40 ELL 1-1/4" 13-22 GPM ♦ DRIP EMITTER ON RISER RA I ND I RD 0T-20 - 30 2.0 GPH 9/L 1 .3 V BUBBLER ON RISER RA I ND I RD 1401 SERIES BUBBLER - 30 .25 4/L 1 .5 Z - PYC SCH 80 NIPPLE (LENGTH AS 'D) 1- 1/2" 23-W IF-- MAKLEX STREET ELL 1N�ADJUST SPRAY TO SUIT LOCAL CONDITIONS. "GPM AT UNADJUSTED FULL PLOW Z 0 2" 31-50 GPM W = Q PVC SCH 40 TEE (SOT) OR ELL (ST) 2. PROVIDE 1800 PRESSURE COMFENSAT I NG SCREENS WHERE REQU I RED �- � Cl) TO ELIMINATE OVERSPRAY ONTO PAVING, WALKS AND BUILDINGS. J PVC NON-MESS LINE 2- 1/2" 51 -70 GPM � W 0 Q VAN=VARIABLE ARC NOZZLE- FULL = FULL CIRCLE V = CHECK VALVE RAD. = RADIUS VAR = VARIABLE ADJ.= ADJUSTABLE Q 2 J W POP-UP SPRAY - TURF 2 NOZ. - NOZZLE STD. - STANDARD GPH - GALLONS PER HIouR GPM = GALLONS PER MINUTE d' O U NTS Q w Z 1. PRIOR TO COMMENCING ANY WORK, VERIFY LOCATION OF UNDERGROUND UTILITIES. FOR YOUR DIGALERT I .D. NUMBER CALL: UNDERGROUND SERVICE ALERT W W 0 1-800-422-4135 CALL TWO WIOKKING DAYS BEFORE WORK BEGINS tj C) Uj Q W 0 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS AND OTHER Q TOP OF MULCH 1" BELOW TOP OF OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS. F- VALVE 13OX UNDER ROADWAYS. PAVING STRUCTURES & OTHER OBSTRUCTIONS. \- W FINISH OM / ILAQ _ 3. LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT ELL (FOR CONTROL WIRE FOR IRRIGATION CONTKOLLEK) WITH � Q 30-INCH LINEAR LENGTH OF WIRE. ELECTRICIAN. LLJ 0- COILED, & TAPED 0 10 FT INTERVALS J WATER PROOF CONNECTION INSTALLATION CONTROL WIRES UNDER PAVING SMALL BE INSTALLED IN PVC SLEEVES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED. 0< J USING OKI-SPLICE (SEE SPECS) 13. Q WATER VALVE I .D. TAG 5. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OVVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST VALVE BOX WITH COVER (TAN) THAT WERE NOT KNOWN DURING DESIGN PHASE. CONTRACTOR SHALL BE KESPO O I BLE FOR DETERM 1 N 1 NG COND I T I ON5 ON SITE AND CONTACTING THE LANDSCAPE ARCHITECT. WHEN PROBLEMS BECOME APPARENT, CONTRACTOR SHALL MAKE APPROPR I ATE ADJUSTMENTS TO ENSURE THAT I RR I GAT I ON COVERAGE 15 100% IN ALL PL ANT I NG AREAS A5 =- -_- PVC SCH 80 N I ME (CLOSE) ACCEPTED BY THE OWNER'S REPRESENTATIVE OR THE CITY OF PALM DESERT'S LANDSCAPE INSPECTOR. OT ERW I SE, CONTRACTOR MUST ASSUME FULL AND COMPLETE PVC SCH 80 UNION FOR SERV I C I NO ASSMY RESPONSIBILITY FOR ANY AND ALL NECE%AKY REV I S I ONS. -- PVC SCH 40 MALE ADAPTER REVISIONS: PVC NON-PRES61XtE (LITERAL) LINE 6. THE CONTRACTOR SHALL PROVIDE AN Ur-TO-DATE AND COMPLETE "AS-BUILT" RECORD SET OF PR I NTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM Q J THE ORIGINAL. DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-BUILT" SET TO A 1 -- ------ DRIP RI m VALVE Asm6LY MWEL XCZ-100 COI,I REPRODUCIBLE PLAN, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIDLE. Q _ 3" MINIMUM DEPTH OF 3/4-INCH NVI6FED GRAVEL 7. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FARENHEIT. Q PVC SCH 40 COU'l.I Nov PVC SCH 80 NIPPLE (LWl7H A5 KEQ'D -TYP) 8. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF IRRIGATION WATER METER PRIOR TO C0413KEMENT OF CONSTRUCTION. DISTRICT SIGNATURE BLOCK DRAWN BY: MH PVC MAINLINE These plans have been reviewed by the Coachella Valley Water CHECKED BY: PT UNDER PERIMETER OF VALVE BOX BOTTOM) 9. CONTRACTOR SHALL BE KESPON51 BLE FOR WZOMI NG FAMILIAR WITH ALL UNDERGROUND UTILITIES AND PIPES. IF ANY HARDY AFE, UT I L I T I E5 OK LANDSCAPE I ND 1 CATED District accordance with Water Code Title 7, Division 1, Chapter BRICK OR CONCRETE SUPPORTS (END TO EIVO ON THE APPROVED PLANS 15 DAMAGED OR REMOVED DURING CONSTRUCTION, IT SHALL SE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED 3, Article 10.8 Section 65597 et seq. requiring efficient landscape NOTE: USE TEFLON TAPE PVC RN 40 ELL PLANS. and irrigation design in cooperation with the local governing FINAL ON ALL THREADED PVC SM A0 TEE OR ELL agency (City or County). SUBMITTAL CONNECTIONS 10. VERIFY ALL IRRIGATION AND ELECTRICAL POINTS OF CONNECTION WITH THE OWNER PRIOR TO COMMENCING ANY WORK. PVC SCH 80 NIPPLE (2-INCH LENGTH, DATE 01 15 04 HIDDEN) AND PVC SCH 40 ELL 11. CONTRACTOR SHALL REFER TO PLANTING PLAN FOR LOCATION OF TREES AND CONTAINER PLANTINGS PRIOR TO TRENCHING FOR IRRIGATION LINES. TREE LOCATIONS, TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. Date DRIP REMOTE CONTROL VALVE 3 water Management Specialist L1 . 2 12. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE OWNER. NTS 13. OWNER SHALL BE RESPONI51 BLE FOR LONG-TERM MAINTENANCE OF SPECIFIED LANDSCAPE AREAS OF PROJECT. SHEET - O F Development Services Supervisor RJC#: O1 14 14. NO BACKF I LL I NG OF I RR I GAT I ON TREE UNT 1 L THE MAINLINE PRESWRE TEST HAS BEEN COMPLETED. CONTRACTOR TO CONTACT C 1 TY OF PALM DESERT LANDSCAPE X R E F: - INSPECTOR FOR SCHEDULING OF TEST (125 PSI FOR 6 HOURS). CITY OF PALM DESERT COACHELLA VALLEY WATER DISTRICT s Water Calculation Chart Water Calculations Landscape area of 15,120 square feet in Palm Desert located north of o o a Maximum Water Allowance Santa Rosa Way and in between Monterey Avenue and San Pascual in Zone No. Eto Water Adj. Total Conversion Factors Total Zone 2(66.82"Annual ETo). Factor S .ft. 0.62 748 MWA 3 88 0.5 15120 0.62 748 551.435 Maximum Annual Applied Water Allowance(MAAWA) 3" MAX. FROM EDGE OF ROOTBALL (NEW °' a v a ETo Zone: 2 INSTALLATION STEPS NOTES: TREES) °' 1. PLACE BUBBLER ON UPHILL SIDE 48" FROM TRUNK OF EXISTING PALM TREES a LL Formula: 1. INSERT WIRES THROUGH HOLES IN CASE 4F BODY. OF TREE/PALM wo Square Footage Calculations MAAWA [(ETo)x(Water Adj. Factor)x(Total Landscape Area)x(Conv. Factor to GAUSF)] =CCF BUBBLER HEAD Conv. Factor to CCF 2. TWIST M 1 FFED WIRES TOGETHER AND APPLY CRIMP � Tree 8 Shrub Square foot 14013 FINISH GRADE Turf Square foot 1107 [(66.82)x(0.60)x(15120)x(0.62)] _502 CCF SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. TRIM -Total Plant Square foot 748 EXCESS BARE WIRE. FEATHER. pG AWAY 2" MIN. , 3" MAX. FROM CURBS, Total Square foot Cobble/D&G Hydrozone Area in Square Feet %of Total Landscape FROM CROWN WALKS, 6w FROM WALLS. Total Square Footage 15120 3. FILL PLUG TO BRIM WITH D5-300 SEALANT (05-100 ONLY). (7 Total Number of plants 438 Turf 1,107 7 _ " O u Low Water Use Plants 10,046 66 4. 1 NVEKT BODY AND I NSERT PLUG I NTO BODY UNT I L I T KOOTDALL 2 DG LAYER W W Number of lants b water use %of Total Landscape Square Footage Medium Water Use 3,519 24 ,,may TIGHT. = F^ 'aINS Low 298 0.680 9533.95E High Water Use 447 3 55. PUSH WIRES ALL THE WAY INTO THE PLUG TO ----- � `0� Low/Mod 0.000 0.000 Total 15120 100 - _____ ________.__ o d^' COMPLETELY SEAL THE CRIMP. -__ - __- ____ ------------- 1 PVC SCH 80 NIPPLE (LENGTH AS W mod 106 0.242 3391.274 1 I 11=�1111L�I 1 I-11 J 11I�I ICIII I I I I I�I •D N Z mod/hi tree 0.242 1.004 Total Number of plants 438 11111 ICI II�I�1 1 111 �j1 ) 6. BE CERTAIN SEALANT HAS FORMED Plant Factor INTO ALL MOLES I N BODY D5-100 ONLY I I I I1��=�I I�I I-1 r low trees 16 0.037 511.8E ( ) I I IE I l�11 11�11� MARLEX STREET ELL Turt Low Water Use Plants Medium Water Use Plants High Water Use Plants low/mod trees 0.000 0.000 = I I=11 I�I I=11 =11 I�I I- mod trees 4 0.00E 127.973 0.70 0.20 0.50 0.80 E: N I�I II I I high trees 14 0.032 447.904 FITS AWG #18, #14, #12 OR *10 WIRE III-111�1 - Target Irrigation Efficiency PVC SCH 40 ELL Turf Shrubs, Palms and Trees 0.75 0.s FVC•SCFI 80 NIPPLE (LENGTH A5 1DQ�o�ES510N..igNOsrp Plant/Irri ation System Type Zone Irr. Eff. A ) Q``�'.GSA M. T s, g y yp Area Seasonal Plant Factor. 9 Spray/Bub 3 0.75 1107 6 Combined Estimated Annual Applied Water Use(EAAWU)by Hydrozone PLW Q 9G,••?" Season Zonal Et Formula: CR I M' BODY WIRES MARLEX STREET ELL Plant Area Conversion Factors Estimated i Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use EAAWU [(ETo)x(PF)x(Total Landscape Area)x(0.62)] /(IE)=CCF[or BU] SLEEVE PVC SCH 40 TEE (SST) OR ELL (ST) Spring 19 0.62 1547 0.62 748 0.75 14.41 PVC NON-PRESSURE L 1 NE ummer 53.7 0.54 15471 0.62 748 0.75 35.48 cS'� ° 32N,.•'. all-Winter 15.3 0.59 1547 0.62 7'48 0.75 11.04 Turf [�66.82)x(.7)x(1107)x(0.62)] /(0.75)=57 CCF[or 57 BU] WIRE �NECTOR 6 BUBBLER ON RISER 4 9�OF CAOro OTAL 60.93 748 Low water Use [(66.82)x(2)x(10046)x(Q.s2)] /(0.90)=124 CCF[or 124 BU] NTS SECTION - N.T.S. Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. Plants 748 Spray/Bub 3 0.90 9634 1 Low Med.Water Use [(66.82)x(.5)x(3519)x(0.62)] Season Zonal Eto Plant Area Conversion Factors Estimated Plants 748 /(0.90)=108 CCF[or 1Q8 BU] Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 19 0.22 9985 0.62 748 0.75 36.70 High Water Use [(66.82)x(.8)x(447)x(0.62)] /(0.90)=22 CCF[or 22 BU] Summer 53.7 0.33 9985 0.62 748 0.75 155.60 Plants 748 all-Winter 15.3 0.24 9985 0.62 748 0.75 32.24 Project Total EAAWU= 311 CCF[or 311 BU] OTAL 224.55 EAAWU TOTAL OF 311 CCF IS LESS THAN THE MAAWA OF 502 CCF BU=BILLING UNIT CCF=HUNDRED CUBIC FEET Plant/Irrigation System Type: Irr. Eff. Area Seasonal Plant Factor. Spray/Bub 3 0.90 3491 3 Mod Season Zonal Eto Plant Area Conversion Factors Estimated 1, PLACE EMITTER ON UPHILL SIDE 3" MAX• FROM EDGE OF ROOIBALL FINISH GRADE ApryRpVED CLEAN B,ACKF I LL (9i0Y. Value Factor sq.ft 0.62 748 Irri. Eff. Water Use OF S RW/ Spring 19 0.4 2287 0.62 748 0.75 34.42 XBT EM 1 TIER VAR 1� COMPACT I ON WITHIN LANDSCAPE. 96X QUICK-COUPE I NG VALVE, SIZE PER' Summer 53.7 0.46 2287 0.62 748 0.75 97.27 FINISH GRADE UND I STURDED 501 L COIIIrACT 10N UNDER PAVING) I RK I GAT I ON EQU I PMENT LEGEND all venter 15.3 0.41 2287 0.62 748 0.75 27.71 2" MIN. . 3" MAX. FROM CURDS, LATERAL$-TYP. oTAL 159.40 FEATHER DG AWAY SCH 40 SLEEVES (UNDER 12" WITHIN LANDSCAPE. 24" � PVC NON-PRESSURE PIPE ( ) FROM CROWN WALKS, 8" FROM WALLS. 1IT"oI l�II_ ALL HARDSCAPE) 0�I� 1t- UNDER VEHICULAR PAVING Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. �I ICI Spray/Bub 3 0.90 512 1 Low ICI ROOTBALL 2" DO LAYER IJI� PVC NON_PRE56URE PIPE Season Zonal Eto Plant Area Conversion Factors Estimated 18" WITHIN LANDSCAPE. I, I I�r. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use � 30 UNDER VEH 1 CULAR PAVING I I I E PVC PRE5sm PIPE ( Z Spring 19 0.58 102E 0.62 748 0.75 1.97 3� II- SCH (UNDER ALL Summer 53.7 0.58 102E 0.62 748 0.75 8.36 - -- =_ =_ - - - a PVC SCH 80 N I PPLE (LENGTH A5 DETECTABLE TAPE ' all Winter 15.3 0.58 1029 0.62 748 0.75 1.73 I 1 111 I I I J I�I I •D} I I I I- �) (/1 OTAL 12.06 I I I r I I 11=4 n -I i REMOTE CONTROL VALVE I` z 11 IEI I I W1 TYP.REMOTE CONTROL WIRE IN PVC n I�I Ian 1 111�11_I MAKLEX STREET ELL WIRE ALONGSIDE PRESSURE 1 3" W 1 i ,�-[ qp ELECTR 1 CAL CONDUIT ( REMOTE CONTROL VALVES. SIZE PER, PLAN = a Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. = IIEIIIE1IIEII III; �1 ( ) N 1=111 1 F IE Ili 11= P 1 PE - BUNDLE & TAPE Z Spray/Bub 3 0.90 128 3 Mod I I�I I�J�I -,,�„ - I PVC SCH 40 ELL EVERY 10 FEET � I- pC � Season Zonal Eto Plant Area Conversion Factors Estimated I - Z O Value Factor sq. ft 0.62 748 Irri. Eff. Water Use I�II� PVC SCH 80 NIPPLE (LENGTH AS NOTE: 1"I"I Li- Q Spring 19 0.4 152 0.62 748 0.75 1.30 REQ,D) 1 . WHEN TWO OK MORE P I PEL I NIES ARE INSTALLED IN THE SAME TRENCH, THEY SHALL BE PVC PRE56URE PIPE (MAINLINE) m - I- Summer 53.7 0.46 152 0.62 748 0.75 3.67 all-Winter 15.3 0.41 152 0.62 748 0.75 1.05 INSTALLED 50 THAT EACH P I PEL 1 NE. VALVE, OR OTHER P 1 PEL[N!E CpMPONENT MAY BE Q i2 Q LLI [TOTAL s.0 MARLEX STREET ELL SERVICED OR REPLACED WITHOUT DISTURBING THE OTHER. NOTE: CL 0 p LOCATE MANIFOLD IN PLANTER AREAS. DO Q PVC SCH 40 TEE (SST) OR ELL (ST) NOT LOCATE IN TURF AREAS. W � Z Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. PVC NON-PRESSURE LINE W > 0 Spray/Bub 3 0.90 448 5 High LLI Ce Season Zonal Plant Area Conversion Factors Estimated EMITTER ON RISER 9 TRENCH IN HARDSCAPE/LANDSCAPE 7 VALVE MANIFOLD (TYN 5 V to v d Valueue Factor sq. ft. 0.62 748 Irri. Eff. Water Use LLJUJ r� Spring 19 0.9 191 0.62 748 0.75 7.06 NTS NTS NTS o V Summer 53.7 0.9 191 0.62 748 0.75 23.93 all-Winter 1 15.3 0.9 191 0.62 748 0.751 5.68 IT OTAL 36.67 STRUCTURAL WALL \ LLJ J TOTAL ESTIMATED WATER USE 499.62 AUTOMATIC IRRIGATION CONTROLLER LLJ p. ESTIMATED WATER USE TOTAL OF 499.62 CCF IS LESS THAN THE MAXIMUM WATER (MOUNT ON WA-L) ALLOWANCE OF 551.435 CCF QU 1 CK COUPE l NC VALVE WITH ACME J 2" B PLASTIC ELECTRICAL CONDUIT/ THREAD AND LOCKING COVER Q SWEEPS FOR CONTROLLER WIRES VALVE BOX W/LID (TAN) Q 6"-12" _ JUNICT I ON BOX - H111RDW I RE CONTROLLER FINISH GRADE O DIRECTLY TO BOX in THREADED RED BRASS = 3/4" 0 ELECTRICAL CONDUIT W/ 120 VAC COUPLING POWER I NDEPENDENT 20A C I KCU I T BR I CK OK CONCRETE 3" MINIMUM DEPTH OF REVISIONS: - 3/4" 8 PLASTIC WATERTIGHT ELECTRICAL SUPPORTS (END TO END 3/4-INCH WASHED GRAVEL Q - CONDUIT/ SWEEPS FOR RAIN SENSOR. UNDER PERIMETER OF _ VALVE BOX BOTTOM) RED BRASS NIPPLE (LENGTH AS A - f- CONCRETE SLAB ON GRADE I, .. II 11 REQ'D) o a RED BRA56 RISER . a (LENGTH AS RW'D) - DISTRICTSIGNATUREK DRAWN BY: MH 1 CU. FT CONCRETE FOOTING �I-III 11=n1 1� 111� III 11-111�1 1 Inll I1- _ ��If ON� �,pACTED E These plans have been reviewed by the Coachella Valley Water� CHECKED BY: PT "�l� illl�ll II�IrL UNDISTURBED/COMPACTED SLOGRADE District accordance with Water Code Title 7, Division 1, Chapter if 11li 3, Article 10.8 Section 65597 et seq. requiring efficient landscape -- - PVC PRESSURE PIPE FINAL PLASTIC ELECTRICAL CONDUIT COUPLING THREADED RFD BRIlZ6 ELL and irrigation design in cooperation with the local governing DETECTABLE TAPE TO VALVES RED MASS R15ER (LENGTH A5 REQ'D.) PVC SCH 40 COUPLER (SxT) agency (City or County). SUBMITTAL Note: The controller sha I I be I nsta I 1 ad and CONTROL WIRES BUNDLE AND TAPE AT 10 DATE 01/15/04 wired in accordance with the manufacturer's FT INTERVALS ( Date published Instructions and local electrical ■ Water Management Specialist coda. AUTOMATIC CONTROLLER 10 QUICK COUPLER 8 Ll 3 SHEET - OF NTS NTS Development Services Supervisor RJC#: 0114 XREF: - F A " .'2P "'I'LIC 1MUHKS DEPARTMEI,,' "I7v OF PY I_M DESERT - NN 8 N Y C t O N �b t 0o n 00 o e U NN 62 HESPERALOE PARVIFLOKA + as 5 GAL RED YUCCA (L) 0 =x d 0 0 A A I A 22 MACFADYENA UNGU15-CATI va ( ) 5 GAL CAT'5 CLAW (L) 5 GAL RAJA FAIRY DUSTER L W F u 16 LANTANA MONTEV I DENS 15 O 1 GAL TRAILING LANTANA (M) 51 LANTANA MONTEV I DENS 15 'NEW COLD v� 1 GAL TRAILING LANTANA (M) 03 .p W 9Q N2U 18 LEUCOPHYLLUM FRUTESCEN5 'GREEN CLOUD' 00 L • TEXAS RANGER (L ) ALL PLANTING AREA TO RECEIVE A 2" LAYER OF 3/8" DIAMETER DECOW05ED GRANITE WITH 11% FINES WETTED, ROLLED OR TAMPED 0Ri���s�, A M.Ltj Tq'•:Fpy - -- ------ *� H r I t_ 13 1I II II • �0 3 O L cc L % P 5 GAL . RED BIRD OF PARADISE (M) 1 1 I I I ► _�+ y i ° + I I I I+ 1 s x 4 CALLISTBAON VIMINALIS �- -- r-- 24" BOX WEEPING BOTTLEBRUSH (M) _ 1 PARKING 5HADE STRUCTURE TYP. BOTH SIDES 1 I I 4 ACACIA 51ENOPHYL LA w0i - - - - 15 GAL SHOESTRING ACACIA L t 1 ® + + ® I I 1 I I 1 I + ® 4 I I I I I I 390 16 BOUGAINVILLEA 'BARBARA KARST _ �_---__ ° ® Q ,+ + o r 5 GAL I BOUGAINVILLEA( M ® O - ® � 1 ® + O 1 + +p _ _44OL Q5 0 � (G� a I 1 t I i _ t t 107 S. F . HYBRID BERMUDA GN- 1 I I I --- I + .fit , SOD TURF (OVER-SEEDED WITH J ® + RECM7)tN V PERENNIAL RYE IF PLANTED I--_ _ -- _--_— ' c/1 Z I 1 I cc �SW1 + 1 1 I c I N WINTER) (H) CC + -- BOULDERS AND 3/8: - - CONCRETE CURB D I A DO 2° DEEP Z ODETA I L 5/L2. (TYP L) + + BENEAT" 5TA I R5 TYP) i WI P � = zDO I . Q Q 15 GAL . OCOTILLO (L) + _ + ® TAMPED SS n sy Ce 0 Z 35 CAIA ARTEM15101DE5 � � � � JF + a ° 1 I I I a 1 GAL FEATHERY CA%I A (L} rPIZ `� ® e E oo ' ® 0' 0 U C7 .„L E ° y ® E E UJ E LJJ 1 z 7 - ilk - PLANTING I N N T L G 0 E5 a 1 . REFER TO SHEET L2.2 FOR EXISTING WASH I NGTON I A 5P . SANTA ROSA WAY ,o PLANTING LEGEND, DETA I L5 AND TO REMAIN TYP H JQ ADD I T I OVAL NOTES. 56RUELLIAEKITTONIANA 'KAT I E' BOULDER SCHEDULE w o- PLANTING AREA QUANT TIES o 2. REFER TO SHEET L2.3 FOR 1 GAL NCN (L) SYtv�30L $I ZE QUANT I TY 'J LANDSCAPE MAINTENANCE SCHEDULE BRAHEA TURF AREA t 1 107 S.F. a � e 10' B.T.H. NEXICAN BLUE PALM (L) 10 VERBENA PERUVIANA A-� 50X51X3' 6 < v TREE AID 51-IRUB AREA t 14,O 13 5.F. PALM TREE PROTECTION 1 GAL PERUV I AN VERBENA (M) ® 3'X3'X2' 67 NOTES 1 TOTAL t 15 120 5.F. 5 GAL . DESERT SPOON (L) ® 2'X2'X 1 ' 160 REVISIONS: 1 . EXISTING PALM TREES AS 6 EV ER I A TR I FASC I ATA DESIGNATED ON THIS PLAN SHALL BE 5 GAL . MOTHER- I N-LAW'S TONGUE L PROTECTED IN PLACE. DO NOT 43 AGAVE F I L I FERA ( ) Q - STOCKP I LE MATER I ALS, EQU I PNENT OR 5 GAL . - THREAD-LEAF AGAVE (L) A 3 - VEH I CLES WITHIN 10' OF THE PALM 6 1 YUCCA RECURVIFOLIA /awy DISTRICT TRUNK• 5 CERC I D I UM F LOR I DUM 5 GAL CURVE LEAF YUCCA (L)�� DRAWN BY: PT/MH These plans have been reviewed by the Coachella Valley Water CHECKED BY:2. PALM TREES DESIGNATED FOR 24 BOX BLUE • PT LUE PALO VERDE (L) District accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8 Section 65597 et seq. requiring efficient landscape FINAL PRESERVATION THAT ARE DAMAGED 11 OENOTHERA 6JTUBBE I and irrigation design in cooperation with the local governing SHALL BE REPLACED WITH THE SANE O 1 GAL CH I HUAHUAN EVENING 3" TO 8" DIAMETER ROCK COBBLE PER agency (City or County). SUBMITTAL BOTANICAL VARIETY AND 10' B.T.H. DETAI S 1 ZE. PR I MR05E (L) DATE 01/15/04 NORTH Date 3. HAND WATER THE PALM5 A Water Management Specialist L2 . MINIMUM OF ONCE A WEEK TO 0 10 20' 40' 1 MAINTAIN PLANT HEALTH UNTIL THE I RR I GAT I ON SYSTEM 15 FUNCTIONING N SHEET - OF PROPERLY. Development Services Supervisor RJC#• 0114 SCALE: 1 = 20 XREF: - E V i '-IBLIC WORKS DEPARTMER- PPLM DESEPT PLANT MATERIAL LEGEND g 8' LODGEPOLE WOOD TREE STAKE (ONLY IF NEEDED) WATER N Z •. X__ LOOSELY ATTACH V. I .T. CINCH TIE BOTANICAL NAME COMMON NAME QTY SIZE REQ REMARKS DETAIL ' ' '•' ' ' ' SECURED TO STAKE W/ ONE GALVAN I ZED NAIL N Y ■m • • .,. ... . nEACH 4 TIESRQ D TIMES o o s TREE TRUNK, CALL I ST13M V 1 M I NAL I S WEEP 1 NG BOTTLEVKU5H 4 24N BOX L40PERA•E SINGLE TRUNK 3/L2.2 10'° TREE CROWN 1" ABOVE FINISH GRADE U. CERCIDIUM FLOKIDIAA BLUE PALO VERDE 6 24" BOX LOW SINGLE TRUNK 3/1.2.2 eP a 2" MOUNDING FOR DRAINAGE ACACIA STENOPHYLLA 5HMSTRING ACACIA 3 15 GAL LOW 51NGLE TRUNK 3/1.2.2xx a 2" DG LAYER - KEEP D.G AWAY FROM TRUNK 77. 1 - °PALMS V I I-III�I - 0 III 'r HE FINISH GRADE III ; ROOTBALL N- DRAMA ARRNTA MEX I CAN BLUE PALM 7 _ 10' BTH LOW 1/L2.2 rr�� -- '•'°' '' w PLANT PIT WASHING RIO TONIA BUSTA MEXICAN FAN PALM 14 NOTE EXISTING HIGH PROTECT IN PLACE 1/L2.2 V Z �1�1 I II -lil�ll=III �I- W= BACKF1LL WITH NATIVE SOIL 1. FOR BARE ROOT, CONTAINER GKOMIN, �i U 3x V00TULL FIELD DUG OR BALL & BURLAP SPECIMENS. : : ....... 0 > DIA MIN. UN DISTURBED STUBBED NATIVE SOIL F� M TIE PALM FRONDS TOGETHER NOTES: W/HOKTICULTURAL STRETCH-TIE TAPE. AGAVE FILIFEKA THREAD-LEAF AGAVE 43 5 GAL LOW 4/1.2.2 0 1. LANDSCAPE ARCHITECT TO DETERMINE HEIGHT WHERE KEEP FRONDS TIED FOR 90 DAYS AFTER 0 3 CAESALP I N I A PULCHERK I MA RED BIRD OF PARADISE 13 5 GAL MODERATE 4/L2.2 ..W< LODG'EPOLE WILL BE CUT. TRANSPLANT I NG. OR UNT I L THE C I TY 9103 N Z LANDSCAPE INSPECTOR APPROVES REMOVAL. CASSIA ARTEMISIOIDES FEATHERY CASSIA 35 5 GAL LOW 4/1.2.2 DASYLIKION WHEELEKI DESERT SPOON 22 5 GAL LOW 4/L2.2 PALM TRUNK-SET FLU MD WITH FINISH GRADE FOLM I EK I A SPLENDENS OCOTILLO 4 15 GAL LOW 4/L2.2 TREE P LANT I NG W 1 DOUBL E OTAK I NC 3 PALM CROWN SET AT SAME HE I GHT A5 IT CAME OUT HESPEKALOE PARV I FOIL I A RED YUCCA 62 5 GAL LOW 4/1.2.2 NT5 OF FIELD OR NURSERY CAN LEUCOMMLUM FRUTESCEN S, 'GREEN CLOUD'TEXAS RANGER 18 5 GAL LOW 4/1.2.2 Q���SSIONAt�gyQs��� ROOTBALL -DO NOT TRIM SAISEV I EK I A TR I FASC I ATA MO TH EK-I N•LAW'S TONGUE 6 5 GAL LOW 4/1.2.2 SHKUO FF!? 'Z� I F L I 6 5 GAL L�/�� r 2" FUND 1 NG FOR DRA I MACE 1` MIN. :. =c : _.. 2 DG LAYER A KEEP DG AW Y FROM TRUNK SHRUB ROOTBALL t0 BE AT FINISH GRADE :: j9•.,�. 3', •''�P_ WITH AMENDMENT FROM NURSERY, THEN IN _-= I I� •, „ _ I I CALL I A DRA CAL I FOKN 1 CA RAJA FA 1 RY DUSTER 13 5 CAL LOW 4/L2.2 OF 6AlW MI ABOVE FINISH GRADE �;�;: �, I �I n= 16 ••�`' F I N t 5H GRADE LTANA MnNTEV I DEN515 TRAILING LMITANA 1 GAL MppM•(E 4/L2.2 CURB OR PAV I NG 2" MOUNDING FOR DRAINAGE ''" IiII LANTANA MCINTEV I PENS I 'NEW GOLD' TRAIL 1 NG LMITMIA g1 1 GALMODERATE4/L2.2 (WHERE APPLICABLE) 2 DG LAYER - KEEP DG AWAY FROM TRUNK I� ICI NATIVE SOIL •�. • .••�.•. • M :1i.d.':.. y:.y..s �'•• • •� 1=. OENOTHERA 5TUliBE I CH I HIUAHUMI EVEN t NG PR 1 MR05E 14 1 GAL LOW 4/L2.2 - I I -.• :: , I I� -- ax L KMLL I A BR I TTON I MIA 'KAT I E' NCN 56 1 GAL LOW 4/L2.2 BACKF I LL SHALL BE WASHED PLASTER SAND.FINISH GRADE DIA. MIN. WATER JET BACKF I L L DUR 1 NG PLAITING TO VERBENA PERUV I ANA PERUV 1 AN VERBENA 10 1 GAL MOD 4/L2.2 DEPTH OF RDOTBALL I xr,. :,` _ PLANT PIT PROVIDE MAXI MUM 5TA51 L I TY. r°*: BACKFILL MIX WITH NATIVE SOIL I/INEB 3z ROOTDrLLI ROOTBALL PIA. MIN. UNDISTURBED WIT I VE SOIL BONX I NV I LLEA 'BARBARA KAR5T' BOUGAINVILLEA 16 5 GAL. MODERATE 2/L2.2 MAICFADYENA UNGUIS-CATI CAT'S CLAW 22 5 GAL. LOW 2/1.2.2 A Tom:. :: L TR L TINS SHRUB PLANTING 4 1 . . , ..... . . .. . . .. NT5 NTS LAWN HYBRID BERMUDA GN-1 (OVER-SEEDED) 1.107 SF SOD HIGH SOD IS OVER-SEEDED WITH PERENNIALRYE IF PLAITED IN WINTER 2" DEEP DECOMPOSED GRANITE LEGEND NOTES CONCRETE MOW CURB. USE 6 SACK MIX I IN THE EVENT THAT PLAITS ARE UNAVAILABLE. CONTRACTOR TO SUBMIT SUBSTITUTES TO LANDSCAPE ARCHITECT FOR REVIEW 30 DAYS PRIOR TO INSTALLATION. 1/2" R TYP. ANY CHANGE TO PLAIT NAME. SIZE, LOCATION A5 WELL AS SITE CHANGES WILL REQUIRE A RE-SUBMITTAL OF THE CHANGE TO THE CITY OF PALM DESERT PRIOR TO V ANY CHANGE IN THE FIELD. N Z = FINISH GRADE - TURF AREA 2. NO PLANTING SHALL OCCUR UNTIL IRRIGATION SYSTEM IS INSTALLED AND OPERABLE. ALL IRRIGATION HEADS TO BE A MINIMUM OF 18" FROM ALL HARDSCAPE. t/1 4'-6" Z 3. COMM, d ' TOR SHALL BE RESPONSIBLE FOR BECGAA 1 WG FAMILIAR WITH ALL UNDERGROUND UT t L I T 1 E5 AND PIPES. IF ANY HIARDSCAPE. UT 1 L I T 1 E5 OIL LANDSCAPE 0 Q a a ° EQ EQ ^� I ND 1 CATED ON THE APPROVED PLANS tS DAMAGED OR RBADVED DURING CONSTRUCTION. I T SHALL BE REPA I RED AD/OR REPLACED I N KIND A D EQUIVALENT SIZE PER 5W 2: Z THE APPROVED PLANS. ` ~ CC -6" TOP OF WALL .`.,,,r.w:•`4 (TYP.) 4. IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO FAA I L I AR I ZE HIM OR HERSELF WITH ALL GRADE D I FF�. LOCATION OF WALLS. RETAINING WALLS W PLANTING AREA SPREAD AND LOOSELY SECURE VINE AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION I ON OF PIPE SLEEVES � � Q n �... a = THROUGH WALLS UNDER ROADWAYS PAVING STRUCTURES & OTHER OBSTRUCTIONS.ON5. Q � J I- TO AIRCRAFT CABLE W/FLEXIBLE a •.r r,^ryr: COMI ACTED SUBGK PE PLAST I Ci TIES. WHERE WVYM7 O -• • �. - 5. THE CONTRACTOR SHALL PROVIDE AN UP-TO-DATE AND COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY J U 0 1/4"x2" GALV. SCREW EYE CHANGE FROM THE ORIGINAL. DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL I NFOIWT 1 ON FROM THE W .. Nam: (Tyr.). WHERE OCCURS "AS-BUILT" SET TO A REPRODUCIBLE PLAN. PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. -:.'.. ILU �N/�STAL L/� EXPANSION JOINTS AT m ( W � ~ �,'^'1,.•`;'•,i•.,1 ♦JV' 0.N• FVI\ MLJR CURB �', 1/8"# GALV. AIRCRAFT 6. PALM TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE PALM TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. V Q LU �- BETWEEN EXISTING PAVING AND CABLE. WHERE OCCURS LL.1 W Z NEW CONCRETE MOW CURD. 7. EXISTING PALMS INDICATED TO RIWIN WITHIN THE LIMITS OF WORK. SHALL REMAIN AND BE PROTECTED. CONTRACTOR TO PROVIDE CHAINLINK FENCE. AT THE CC CROW VINE 1" ABOVE DR,IPLINE. AROUND EXISTING PALMS DURING CONSTRUCTION. CONTRACTOR 15 ALSO RESPONSIBLE FOR IRRIGATING PALMS DURING CONSTRUCTION. J FINISH GRADE CONCRETE MOW CURB o 8• ALL PLANT MATERIAL SHALL BE APPROVED AT THE SITE BY THE LANDSCAPE ARCHITECT PRIOR TO PLMITING. ALL REJECTED PLANT MATERIAL SHALL BE REMOVED CUj ! a NT5 FROM THE SITE WITHOUT CHANGE IN CONTRACT AMOUNT OR T 1 ME. tA Q ELEVATION C WQ CA- WALL OR FENCE 9. ALL PLANT MATERIAL SHALL BE MAINTAINED IN IT'S NATURAL FORM. AND SHALL NOT BE PRUNED OR SHEARED. G 1/4"x2" GALV. SCREW EYE 10. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING B JY THE OWNER. Q 2 BOULDERS PER PLAN (rn'•). WHERE OCCURS Q 11. ALL PLANTER AREAS TO RECEIVE A 2" LAYER OF %" DIAMETER DECOMPOSED GKMIITE WITH 11% FINES OR 5TA51LIZER). DECOMIV"- GRANITE SHALL BE 3" TO 8" ROCK COBBLE 1/800 GALV. AIRCRAFT WETTED. ROLLED OR TAMPED. KEEP D.G. AWAY FROM TRUNKS OF TREES/ PLANTS. FINISH GRADE CABLE, WHERE OCCURS 12. CONCRETE MOW CURB SHALL BE PLACED BETWEEN TURF AND SHRUB, PLANTING AREAS. 2" LAYER OF 3/8" DIAMETER SPREAD AND LOOSELY SECURE DG WETTED, ROLLED OR TAMPED. VINE TO AIRCRAFT CABLE 2" DECOMPOSED GRANITE 13. PLANTING AND IRRIGATION PLANS TO CONFORM TO THE CITY OF PALM DE5ERT'5 WATER EFFICIENT LANDSCAPE ORDINANCE. W/FLEXIBLE PLASTIC TIES, REVISIONS: WHERE OCCURS 14. ALL PLANTED AREAS MUST BE A MINIMUM OF TWO INCHES BELOW HARDSGME. FINISH GRADE Q REMOVE STAKE 15. ALL BOULDERS AND ROCK COBBLE TO BE A MINIMUM OF 18" FROM ALL HARDSCAPE. 12" � ^ 16. ALL TREES TO BE APPROVED 6Y THE CITY LANDSCAPE INSPECTOR PRIOR TO INSTALLATION. n r _1Oy Q MAX• o� 1 I I ROOTBALL I TR I TSIGNATURE0 K III-I = cll�l�E! PLANT PIT DRAWN BY: PT/MH These plans have been reviewed by the Coachella Valley Water n - CHECKED BY: PT II District accordance with Water Code Title 7, Division 1, Chapter UNDISTURBED SOIL 3, Article 10.8 Section 65597 et se requiring efficient landscape FOLLOW NATURAL - q q gFINAL SWALE PATTERN II- and irrigation design in cooperation with the local governing ."__�'�''::'�� • II�II=III�n-�I agency (City or County). SUBMITTAL •' ! ��;;s:.;';"•': ��II�II�II CONCRETE FOOT I NG BACICF I LL MIX WITH MAT I VE • NOTES: SOIL DATE 01/15/04 1. KEEP DG AWAY FROM ALL SHRUB AD TREE TRUNKS. Date > CTION Water Management Specialist L2 . 2 ROCK COBBLE/ DECOMP05ED GRANITE 6 VINE PLANTING 2 SHEET - OF NT5 NT5 Development Services Supervisor RJC#: 0114 XREF: - !., 'J')LIC WORKS DEPARTMEi�• DESERT N 8 LANDSCAPE MAINTENANCE SCHEDULE (90-DAY SCHEDULE) N O N y b� t co a 00 Irrigatlon Equipment and System Maintenance Mowing Shrub Irrigation Pesticide Application The Contractor shall provide all necessary maintenance Turf shall be mowed at A uniform finishad height. Mow All watering basins around the base of shrubs intended to The Contractor shall furnish all labor, supervision, and repair to ensure proper operation of the irrigation turf areas to an average height of to % inches for retain water for proper irrigation shall be maintained in tools, materials, equipment, and transportation necessary =" d' a system and its components. Irrigation systems are Bermuda, and t1 1/2" for rye grass. The height of turf is good condition to permit the most efficient application to provide Pest Control Services as required. designed so that only one irrigation control valve in a measured from the finish grade. Mowing of turf shall be of water and reduce waste. o Multiple valve connection can be in operation at one time. performed in a manner that prevents scalping, ruttin Z p p p pg State Licensing Operation of more than one valve, in any single system, bruising, uneven and rough cutting. Each successive Tree Maintenance W at the same time will result in Improper and insufficient mowing shall be at approximate 45 degree angles to the The Contractor shall be licensed by the State of ('J water distribution. In the event that the main water previous mowing where practical . Prior to mowing, all Tree maintenance includes adjustment and removal of stake California to provide pest control in the categories in supply connected to a system is completely shut down on a rubbish, debris, trash, leaves, rocks, paper , and limbs ties, watering, fertilizing, pest control , pruning for which work will be performed. (GAL or GAC required. ) 0 temporary or permanent basis the Contractor shall provide or branches on a turf area shall be picked up and health of the trees and safety of the users. Stakes and ~ " water by portable tanker or water truck or from the disposed. Adjacent paved areas shall be swept/vacuumed ties, shall be inspected and adjusted to avoid girdling LIconsed Applicators j o"" closest water source. if hose bibs from buildings are clean . Reel -type mowers shall be used to cut the Bermuda and promote natural development. Pruning Includes but is P__4 saz< utilized for water sources. Contractor shall provide a turf, and a rotary mower for rye grass. not limited to removal of dead and broken branches, and All pesticide applications shall be performed by a pq hose bib backflow preventer for each connection between correction of structural defects. All pruning to licensed pesticide applicator . The individual must be the hose and hose bib. Turf Edging approved by an ISA certified arborist. Remove diseased responsible and all pesticides must be used in accordance wood, or structurally weak limbs that may cause a safety with the Federal , state and local laws. All pesticides Irrlgatlon Sprinkler Head Maintenance Perimeter of planter bed edges, sidewalks, driveways, hazrd. Remove branches that extend over buildings and shall be procured, processed, handled, and applied in iONAtIANOS curbs, and other paved surfaces shall be edged. endanger roofs, obstruct traffic signs or street strict accordance with the manufacturer 's label . All oQQ°�� -"`•••.��F Inspection of irrigation sprinkler heads shall done per Uniformly edge these areas to prevent encroachment and to intersections. Provide clearance for buses, moving vans pesticides shall be registered with the U.S. Environmental T9gG••q week to ensure correct adjustment, repair and position to provide a clear cut division line between planter beds. and similar vehicles alon streets. Prune trees Protection Agency and State governing agency. j P P P P 9 A9 y 9 9 prevent water from spraying into doorways, windows, turf, and ground cover . Edging is to be accomplished in according to their natural growth characteristics leaving buildings, parked cars, parking areas, or to impede a manner that prevents scalping, rutting, bruising, trees well shaped and structurally sound. All pruning All contractors, providing construction services on the ti •� :• •••0 vehicular or pedestrian traffic. Sprinkler heads shall uneven and rough cutting. Edging shall be performed on debris generated shall be disposed of off-site. Check Palm Village Apartments, shall have is current City of 9'`�oFCAUF�� be removed and cleaned out if dirt or other debris is the same day that turf is mowed. Use of string line and remove stakes during the 90-day maintenance period. Palm Desert Business License. causing the malfunction or poor distribution of water . trimmers Is permitted in "soft" areas such as an edge Any foreign obstruction including turf surrounding the between turf grass and A planter bed. Care shall be Palm Tree Pruning sprinkler heads that impairs or prevents proper coverage exercised to avoid damaged to any plant materials. END or operation shall be removed. Cut outs or well The Contractor shall prune palms trees within the limit depressions are not permitted around sprinkler heads to Turf Trimming of work area to remove dead, dying, damaged or unwanted aid performance. Repair, broken risers, fittings, and fronds, seed pods and fruit clusters. All tools shall breaks in lateral and main lines. Adjust and realign Trimming around fences, poles, walls, irrigation valve be disinfected with a 50 percent chlorine bleach solution risers as needed. Clean all sprinkler head inlet filter boxes and other similar objects is to be accomplished to or an approved disinfectant where a possible transmission screens as required. match the height and appearance of surrounding mowed turf of disease between individual palm trees exists. growth. Trimming shall be performed on the same day the Climbing spikes shall not be used in the performance of Automatic Controllers turf's mowed. pruning tasks. Diseased palms are to be removed. Maintain, program and adjust Automatic Controller . Turf Watering Tree Irrlgatlon Electrical connections and wiring between automatic control valves shall be maintained to operate as intended. The Contractor shall irrigate in a manner that promotes All watering basins around the base of individual trees Ensure that battery back-up is fully functional and the health, growth, color and appearance of cultivated or clumps of trees intended to retain water in place for recharging correctly. Irrigation controllers shall be vegetation. proper irrigation shall be maintained in a good condition Inspected and reprogrammed after power outages. The to permit the most efficient application of water and specified irrigation controller , AquaConeerve, will be reduce waste during the 90-day maintenance period. programmed and will self-adjust the run times on a Planter Bed Maintenance V W bi -monthly basis, based on historical ETo data for the At the and of the 90-day maintenance period, dismantle (,/� Z area. Planter beds shall be weeded, dead flower stalks and seed (flatten) berm to the satisfaction of the inspector for heads removed on a bimonthly basis. A planter bed is the City of Palm Desert. Z W Valves defined as an area comprised of trees, shrubs, and ground W = Q 2 cover , excluding turf. Planter beds shall be kept weed, Turf. Shrub and Tree Fertilizer Application � Z U Clean and adjust automated control valves, and wye turf and pest free. Ground covers shall not be allowed Z 0 W strainers. Repair or replace defective or malfunctioning to grow into shrubs or trees. Based on soil analysis recommendations, apply recommended w automatic control valves ( including valve box and lid) , fertilizer that promotes health, growth, color and L Z solenoids, quick coupler valves and backflow prevention appearance of turf, shrubs and trees. Q� a. Q Q devices. Shrub Maintenance Q OO Pollcing w V W Baekflow, Prevention Device Shrubs shall be selectively pruned, and shaped to a LLJ w ti (— natural form. Remove dead. damaged or diseased branches The Contractor shall police all landscaped areas. w Z The Coachella VAllay Water District shall inspect and or limbs. All pruning debris shall be disposed of in a Policing includes removal of leaves, branches and limbs V 0 V) Q test backflow preventer to ensure proper operation. proper manner . regardless of length or diameter, dead vegetation, paper. J p� UJI trash, cigarette butts, garbage, rocks or other debris. Replacement Parts or Components Collected debris shall be promptly removed and disposed p~C a of at an approved disposal site. Q All irrigation repairs and/or replacement arts or w Q U P P P � 0 a � components furnished by the Contractor shall be equal or Drainage System Maintenance J Q better in quallty than items] being repaired or replaced Q Z and shall be fully compatible in equipment material and The Contractor shall remove all obstructions from surface design. and subsurface drain lines to allow water to flow CL Q J unrestricted in swales, gutters, catch basins, storm drain curb inlets, and yard drains. Remove grates and clear debris in catch basins. Open drainage channels are to be maintained free of all debris and vegetation at all time.e. Edges of these channels shall be clear of any REVISIONS: encroachment by vegetation. 0 t 0 Rewva I of Dead P I ant Material 0 Remove dead plants and provide new plants within 14 days DISTRICT SIGNATURE BLOCK DRAWN BY: PT/ivH and replace stakes, wraps, and eroded earth mound water These plans have been reviewed by the Coachella Valley Water CHECKED BY: PT basins. District accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8 Section 65597 et seq. requiring efficient landscape FINAL and irrigation design in cooperation with the local governing agency (City or County). SUBMITTAL DATE 01/15/04 Date Water Management Specialist L2 . 3 SHEET - OF Development Services Supervisor RJC#' 0114 XREF: - "LIG W HK5 DEPARTME>