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957a_ls (1) PROJECT DIRECTOR OWNER: JTM LAND COMPANY, LLC 1983 W. 190TH STREET, #100 wl 11 6: TORRANCE, 86' CA 90504 5 (310) 538-8000 AIRPORT BLVD TTOWNSHIP 0. 36293 , EDIAN ISLANDS ) LANDSCAPE ARCHITECT: TKD ASSOCIATES, INC. Peal,� L,� HE THERMAL CLUB SECTION 33 71 -711 SRN JACINTO DR. /A �TRANCHO MIRAGE, CALIFORNIAA4;ilR °R 0) 7 THOMAS DOCZIo 60TH AVE V SOUTH ' RANGE 8 P PP 246907 W CIVIL ENGINEER: RCE CONSULTANTS, IN PROJECT 23332 MILL CREEK DRCIV. ETYLER STREET LANDSCAPE LOCATION POLK STREET 62ND AVENUE , SUITE 205 62nD AVE LA21 GUNA HILLS, CA 92653 PLANS TEL: (949) 453-0111 FAX: (949) 453-0411 VICINITY MAPDRY UTILITY CONSULTANT: AL HOYO UTILITIES, INC. 1231 LA COLINA DR. SCALE: NTS TORRANCE, CA 90504 TEL: (714) 606-2941 AVEN UE-11__ _ - MAINTENANCE QUANTITIES ..... k ; � s 1. PROPOSED LANDSCAPED FLAT AREAS: 76 f"86 S.F. 2 FUTURE MEDIANS FLAT AREAS 44 0,69 S.F. 3. TOTAL LANDSCAPED AREAS 120,955 S.F. 4. SQUARE FEET OF SHURB_AREP►: 120,955 S.F. = - 5. MEDIAN HARDS'CAPE: 25;984 S.F. I "- Ile 6. QUANTITY OF TREES: 29 EACH 7. QUANTITY OF FUTURE TREES: 52' EACH E , 8. SQUARE FEET OF MULCH 3" DEPTH: 12G,955 S.F' -- _ - =-- ' 9. QUANTITY OF METERS: 3' EA. w INDEX OF SHEET ........... - - _ LCS-1 .0 TITLE SHEET LS-1 .1 MEDIAN ISLANDS IRRIGATION PLAN-PC3LK vE -_ I COUNTY OF RIVERSIDE LS-1 .2 MEDIAN ISLANDS IRRIGATION PLAN POLK AVE ,- _ LS-1 .3 MEDIAN ISLANDS IRRIGATION PLAN- P��LK �c 62ND 11 LS-1 .4 MEDIAN ISLANDS IRRIGATION PLAN-62NC LS-1 .5 MEDIAN ISLANDS IRRIGATION PLAN-62ND 4 LS-1.6 MEDIAN ISLANDS IRRIGATION PLAN-TYLER .STREET T _ F PANTING PLAN-POLK � -~~ LS-2.1 MEDIAN ISLANDS L ,. - _ LS-2.2 h.IEDIAN !S'-ANDS PLANTING PLAN-POL}� I . ; LS-2.3 MF DIAN ISLANDS PLANTING PLAN-POCK �c 62ND LS-2.4 MEDIAN ISLANDS PLANTING PLAN - r2ND =- ` PLANTING PLAN-62ND -: -- LS-2.5 MEDIAN ISLANDS LrANT COUNTY OF RIVERSIDE MOTES W - _- - 1- _ - T x-. ` LS-2.6 MEDIAN ISLANDS PLANTING PLAN --TYLER STREET a LSD-1 .0 IRRIGATION DETAIL. Uj I LSD-1 .1 IRRIGATION DETAiI AT - ARK HUGHES TIVE M ,_. . CONTACT COUNTY REPRESENTATIVE LL , __ -- .: : . I :,-�. �._�_._ _ -_._. �:�:� HEFTS - �A _ , , ,, . . k, u, _ ,, S ���RIGATION CSE I1 S C951> 955 6767 TO START 90 DAY PLANT ESTABLISHMENT �: .. � ��' � �� � LSD 1 2 , ,v , ; v ;. � __� 7!1111, k _ LS-2LSD-1.3 IRRIGATION DETAILS v , . y t , y LS 1 . 1 D{ LSD-1 .4 IRRIGATION DETAILS PERID _ N - ;, � ,. � � _- _ -- - LSD-1 .5 IRRIGATION DETAILS W - _ _W- - ._ I - DETAIL SCHEDULE „� . __.,. - ., ; - , r ,. _� ,ry . \, \ LSD-1 .6 IRRIGATION� , r -- _ . THE CLEARING OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR U) r; . - TING DETAILS ;i ;' � :_; -�,.� .-, . LSD 2.0 PLAN .. _ . . :fi: t� N COSTS OF ALL Q .-- ` , °� AND RELOCATION ,, :I:fi. �--- ,_ ,. ,,: , ti. - THE PROPOSED WORK AREA, L.LT : 1 =: D 2.1 PLANTING DETAILS �- - COUNTY OF CONSTRUCTION . 3.0 HARDSCAPE DETAILS UTILITIES. PERMITTEE MUST INFORM LSD I ; W - - AILS TION. -- - LSD 4.0 ELECTRICAL DET N N I N G CONSTRUCTION. N S TR U C REDUCE AT LEAST 48 HOURS TO BEG .'a - - - - y `_ r I - OF CABAZON , PHONE. 76O 342 8267 FOR PE CASES EAST ( ) SHEETS , r . - .-, T -- - . . .-. . { LD �, ��,; -_�� � \, x, �k-, :_�. .,- .� , ; ,-- .- NOTE. LS 1 .6 LS 2.6 - _ ' � i AGREE TO COMPLY WITH THE REQUIREMENTS OF THE ORDINANCE NO,859.3 AND SUBMIT A COMPLETE LANDSCAPE i T :KALE. SHOULD THE ORDINANCE BE �, -= DOCUMENTATION PAC ON :i MAY BE BJ CT'TO CHANGE BASED� REVISED, THESE':PLANS THE UPDATED ORDINANCE. r 5 ' \ Ar j#f , I ••_• -_' www- i , _._ :_ ,., :: \\ I ES _. Q- SHEETS NOTES T ,. ,� ' COUNTRY OF RIVERSIDE Q WATER DISTRICT \� z ;< LS-1 .2, _ LANDSCAPING AND LIGHTING MAINTENANCE DISTRICT - _ - - / - - - LS 2.2 L D w ,. . �,,. - __ -_ ------------ --- _ ---- ---- NO. 89-1 -CON S O LI D ATED --- � - - I - NOTE. „ . - - - I u r --__-� -- __ _ _- _ _ _ -_� g � �_��Ar_ ' �-�--=__-- - k APPROVED BY. P.O.C. POINT OF CONNECTION. � --�� _=_vim- �� MWATER LSYSTEM. CONTRACTOR TO FIELD POTABLE FOR IRRIGATION S Q RCE. - - - = - DATE: « VERIFY LOCATION OF WATER SOU Q 62NDAVENUE SHEETS - - ry ,o w z NOTE: TREES PLANTS WALLS SIDEWALKS AND PERMANENT STRUCTURES LS-� .3 LS-2.3 CONTINUED LANDSCAPE MAINTErANCE PROVIDED BY OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN SHEETS SHEETS L&CMD No. 89-1 -C PER AGREEMENT DATED z U CVWD AND USBR EASEMENTS OF RIGHT-OF-WAY WITHOUT FIRST L ENCROACHMENT PERMIT FROM CVWD LS-1 •5 LS-2° �-S'� '' ' LS- ' OBTAINING AN ENC N 0 TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION 0 5 0 0' 1000, 1 0 0' THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY Pq I- z WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT Q U SEWER AND WATERLINES. J SCALE ��-=5�®' CODE, SECTION 65591 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING �-, c c AGENCY (CITY OR COUNTY). APPROVAL OF THIS DRAWING BY CVWD w 4 NOTE: OWNER IS RESPONSIBLE FOR SUBMITTING A CVWD NOTE: SHEET INDEX MAP STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO CONTRACTOR AND/OR OW DISTRICT AND USBR RIGHT-OF-WAY. TREES, PLANTS, WALLS AND I- SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IN THE EVENT LANDSCAPE MEDIAN5 ARE DAMAGED DUE TO �-+ PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR IMPLEMENTATION OF ITS RECOMMENDATIONS. OPERATION, MAINTENANCE, REPAIR OR REPLACEMENT OF W L� � GOAGHELLA VALLEI' WATER DISTRICT (GVWD) INFi�'ASTRUGTURE, INSTALLED IN CVWD AND 'USBR EASEMENTS OR RIGHT-OF-WAY z cv NOTE. z OTHER HALF OF MEDIANS (POLK, TYLER, AND 62ND) TO BE BUILT IN A CVWD WILL ONL'r' BE fi�'ESPONSIBLE FOR REPAIR OR REPLAGEI„IENT WITHOUT FIRST" OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. L� « OF A55OCIATED STREET ASPHALT AND MEDIAN CURB. CVWD WILL ' ' FUTURE TIME BY OTHERS. L, NOT BE RESPONSIBLE FOR REPAIRS OR REPLACEMENT OF DATE '" . ANT® ` TMENT TIV THE TRANSPORTATION DEPARTMENT IS FOR WORK F7 N SCA INCA LANDSCAPE IRRIGATION AND DECORA E NOTE. APPROVAL BY CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT LA D P N THE ROAD RIGHT-OF-WAY ONLY. cvl�U FLAN *' AV MENT. WITH �VLC71='M SRYIGS UEPARIiwil`i�lt 7 7 TO START 90-DAY PLANT ESTABLISHMENT PERIOD P E H o QT71 (951) 955 6 6 0 �' NDSCAP Y: BENCHMARK P PREPARED B SECTION 33, TOWNSHIP 6 SOUTH, RANGE FEAST, SHEET NO. w a NOTE= I �� ��.DO 9,p` I- o WORK CONTAINED WITHIN THESE PLANS SBM PM 36293. PP 24690 - I.P.. No. 120016 ��11201 L o SHALL NOT COMMENCE UNTIL AN S �oepP �. ��� COUNTY CJF" RIVERSIDE <c ENCROACHMENT PERMIT AND/OR A �, � _ �� � TKD ASSOCIATES, INC. THE THERMAL CLUB DIAL TWO WORKING - '`' � GRADING PERMIT HAS BEEN ISSUED. ;� 71 -711 SAN JACINTO DR. LANDSCAPE .:'PLANS (MEDIAN ISLANDS) �' � $�rORE �"`��� DAYS BEFORE U NK ` � "` `f�� RANCHO MIRAGE, CALIFORNIA L>J W Si rratu i -1753 COMMERCIAL/INDUSTRIAL -1 OFZASHTS YOU DIG You DIG ,e PHONE 760 776 j�7 1 / FAX (7600 7 6 COVER SHEET COMMERCIAL/ U The private landsca e architect signing these fans is res onsible for assuring �, r� P P 9 g P P f � ., FOR, W,O CEL1N x I- Ie �`. JTM LAND COMPANY,_LL rt/ _ ancien ri In the event of discre P �. . � - t of the Beni n hereon: T .,:. . Y.. \f TOLL FREE 1-800-227 2600 the accuracy and acre tabih P S w 1 _ APPRk DATE I' � � \ �-. "� �s"� SCALE= 1983 W 190TH'.ST�� r, 100 !,;.,IL.I✓ Nu, s rchiiect q r t on he rivate landsca e a K BY DATE Tisen after count approval, or Burin const uc p p MAR tL d -7 g 1 PP 9 F \F DATE. H, V= TORRANC CA 19050 ' Q A PUBLIC SERVICE BY REVISIONSCO- RT N0. 2��70 EXP 02 2017 _ shall be res onsible for determining an acce table solution and revising the plans for COUNTY �� CE # / -� UNDERGROUND SERVICE ALERT p g p ENGINEER n approval by the count..: - _ a - I--I METER, BDP, MV 4 FM EX-I?- PP__WATER�AEX, 8" SDR 26 PVC SEWER PROPERTY WALL W TU E3E �CSTAL-CECT PER CVWD DWG, #39505 L.L.1 WITHIN RDiU P.O.0 MAIN CVWD DWG, #39507 I 6' SIDEWALK N 6' SIDEWALK I �il z _ __ _ ... ____ - i I _ � 1 IL ~1 1� 1 - 1" 1� 1� RB PRESSURE LINE PRESSURE LINE - _ - �'' - - _ (}1 'T IAtN-LfNr= SLEEVE __ - - W I _- - - ___-_ _ - - _- -- -�. - _ _ PROPOSED MEDIAN CURB (1) 1" O1�lD U I ' FOR - i"I -__- -- -- __ _ - _ --- _ ----- --- - -- - _- 10 44-x-00 _ 45+�� 3/4 -4�+00: -- `_ !! `T L -1--�'+d--- -rte ,. ,.._: _ _,-� ..- ,;.:..r;-- � _<;_._,.,- :�-r i r. ..::.. :i: m d r E E �_` _ _ -��-.f.:r:�lN--1--F- - `�..4-.�'-i-- - +00LU1 ---- - - _ , � N(2) 2 5 EE ED10 III C U T r� W 3MAINLINE SLEEVECL 27" EX. SEWER CVWD 18" EX. SEWER CVWD EX, 24" WATER CVWD DWG N❑ 37780 DWG NO 22123 DWG, NO 38553 POLK STREET o J 00 I IJ 4 C o NOTE: WEST HALF OF MEDIAN TO ~� - TIM BE GONSTR'UCTED AT THIS E EAST HALF BY OTHERS 1 -� - R.❑.w ® � I 1- �I 6, 1W SID WALK cel N 1= 2 _ _ - �� 1} 3" MIN CONDUIT 1 u'_ ,� PRESSURE LIN 1 1 -r■■ WI 1 CURB 1 1 1 PRESSURE LIN I RR I C ,4 T I ON _ --_(1)-_1 C(J_NDUIT_-FOR-_ _ _ _- P RE.SSURE LIN _ _ _____ -QCT -E R - --5�-2�- -PSE�E-�E _ _ -- �O ROCL v AND FM _ --- -- - - _ --- ---------- _ -_ -- - -- - ---- ----- -----€ $ M _ PROPOSED MEDIAN CURB ri - --- -- DWG, #39543 -------- MAIN ---- ----- - 37+� 3/4 CVWD __ ---_ - -- _---_ -- _ ----- -- -- __- _---- -----,�------ -- --------- _ - - -- 3/4 _ 4+00 - - -- 3 1 31+� T +00 3/4 31 _.. - _.3s --- _ _� _- p :.W1 . � _ . tt� _ _ - 77 _ , t w v s _ _ r a _ r- - .. 17 r -- --= CL 2J 4 I M U1 3J 4 27" EK SEWER CVWD 18" EX. SEWER_(�N/WD EX, 24" WATER CVWD I ®RIw I'' DRIP ' W' G NO 37780 DWG NO 22123 -� � DWG, NO 38553 �- I� 1z zI NOTE: WEST HALF OF MEDIAN TO POLKSTREET J I 8E CONSTRUCTED AT THIS TIME 0 I 2:1 EAST HALF Br OTTERS 10 a CJI 11- <1 1 NOTES: 1. LOCATION OF IRRIGATION LINES AND SYMBOLS ARE Se TREES, PLANTS, WALLS, SIDEWAL<5 AND PERI°'IANENT Irrigation Point of Connection CP.O.G.) Meter 05 on Poly, Street DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN STRUCTURES OF ANY KIND SHALL NOTE BE PLANTED, PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. INSTALLED OR BUILT IN CVWD AND USER Controller Valve Plant Irric�ation Area r® of Landscape No. Circuit No. T es Met Hod (Sq. Ft-) Area EASEMENTS OR RIGHT-OF WAY FIRST WITHOUT R LER STREE J[2. NO LOW DEAD DRAINAGE ALLOWED. OBTAINING AN ENCROACHMENT PERMIT FROM GVWD_ _ J 1 J Low Drip 3,486 26.20 _ J 2J Low Drip 3,419 25. 0 INANC 9. PRIOR TO ORDERING ANY MATERIALS CONTRACTOR 31 Loin Drip 3,23 24.hr� 3. 1 AGREE TO COMPLY WITH THE CRITERIA OF ORD E FOR THE SHALL BE RESPONSIBLE FOR PROVIDING L4LIi WITH ) i4 p NO. 55 B 3 AND TO APPLY THE CRITERIA EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN CONSTRUCTION SUBMITTALS PER SPECIFICATION i' v= E J 4 J Low Drip 3,126 23 � REQUIREMENTS. WORK SHALL NOT BEGIN UNTIL H� I E, PLAN. ;� gam, - - -- CONTRACTOR HAS APPROVAL FROM L 4LMD FOR ALL l - - „=- - TOTAL. 13 304 s ft 10b 4. PRIOR TO BACKFILLING THE PARTY P RESONSIBLE FOR ITEMS IN SUBMITTALS.'' � �1 �' `I% ~ 1€r0.y9 IRRIGATION INSTALLATION SMALL CONDUCT A N 10. CONTRACTOR MUST CONTACT MARK HUGHES AT �II; r';' PRELIMINARY FIELD INSPECTION OF THE IRRIGATIO -12) HOURS PRIOR TO CONDUCTION l l�l �Iri" `; +'�� LEAST C R ' z 5Y5TE1"I. IV .; :,�,,, �:,E � ;,,nr� D MEDIAN WATER USE CALCULATIONS WATER METER 5 Q Q PRE-CONSTRUCTION MEETING. a 4r € „ � � ',il CVV1I z CONDUCTED U ;iI I II, - ., �� a y r 5. PROJECT INSTALLATION AUDIT SHALL PE _ < E I® 1 Y I; �`l_..-'� f}�.F -\:4ii... /aft l�:__ f -.._, _ i�,,. / TO START OF MAINTENANCE PER D - , �a i1. PRIOR R - -_, FINDING � ��'� ' ' � ``�\yr - ZONE 3B: 13,304 SQUARE FEET - BY A CERTIFIED IRRIGATION AUDITOR AND D SHALL BE PROGRAMMED G IRRIGATION CONTROLLER , M STATED 1N A REPORT. 'fie fi illi,,. :, /, 04 X x.62 / -f48 - 8 .2 OCF p TO RUN OFF REAL TIME ET. m i „ % R'i MAXIMUM WATER ALLOWANCE _ S_0 X 0.5 X 13,3 �I �: ! _ = 215. 5 CCF f- Z ri l . ��, �E , _ 304 S . X 0.62 / -(48 / 0.9sD Q 6. CONTRACTOR SHALL SE RE5PON518LE FOR E 1 A�� ,, I = - H U TREES GRD.CVR. 88.0 X 0.2 X 13, �. r` -- -- C LOUD 5 R B, CONTACTING CALSENSE AND L LMD 89-1C 12. NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD C €EI� I, .. ITi, m DRIP 7 WAT INES. ___ ', _�- _ 0 GCF IRRIGATION SEWER AND ERL APPROVAL OF ALL CENTRAL - REPRESENTATIVES FOR PP --�-;.,_, _ _�_ MOD. -Si-4fi�U8S, TREES, C�RD.GVfi2. -� SS.m X 0.5 X m S.F. X ®.62 / �4S / P�.90 SYSTEM EQUIPMENT LOCATIONS PRIOR TO - _ DRIP w� CONTROL13. NO PERMANENT 5TRUCTURE6 WITHIN CVWD POLK STREET INSTALLATION TOTAL ESTIMATED ANNUAL WATER REQUIRED 215.65 CCF CI EASEMENTS_ CVWD WILL NOT BE RESPONSIBLE FOR 7. CAL5EN5E CERTIFICATION REQUIRED PRIOR TO START REPLACING AND / OR MAINTAINING ANI' DECORATIVE OF 90 PLANT E5TAi5L I5HMENT PERIOD. CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER AND/OR SEWER LINES AND/OR KEY MAP These plans have been reviewed by the Coachella Valley n - Q Water District in accordance with California Government SERVICES/LATERALS- N.T.S. ode, section 65591 et sect, requiring efficient landscape � . H (fir\ T ~ " nn CVWD NOTE:E' and overngatiaone design cooperation with rovallocal of this d IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO governing g pp z Li OPERATION, MAINTENANCE, REPAIR OR REPLACEMENT OF drawing by CVWD staff does not constitute approval to 1-- COAGHE:LLA VALLE'r' WATER DISTRICT (GVWD) INFRASTRUCTURE, encroach into district and U58R Right-of-Way. Trees, plants, H walls and permanent structures of any kind may not be 3 CVWD WILL ONLY SE RESPONSIBLE FOR REPAIR OR REPLACEMENT L>JT planted or installed in GVWD and USSR easements or W w OF 45606 I ATED STREET ASPHALT AND MEDIAN CURB. CVWD WILL FO EE'AIRS Oil REPLACEMENT OF Right-of-Way without first obtaining an encroachment permit z v NOT BE RESPONSIBLE R R from C�p. ' 4AXkzz 0 LANDSCAPING, LANDSCAPE IRRIGATION AND DECORATIVE - I ATION DETAILS SCALE: 1" � 30'-0" •2- � SEE SHEETS LSD 1 FOR IRR G AV MENT_ 6 ' 90' 120' Date Wate ana e partment ry P TS LS-1.2 IRRIGATION FOR MEDIANS MASTER IRRIGATION LEGEND 0 30 SEE SHEETS 1-- CVWD Plan ent L� :velo m services pe artm o � SEE CIVIL ENG INEERS PLANS FOR UTILITY AND WATER INFORMATION c� O ,ECTION 33 TOWNSHIP 6 SOUTH RANGE 8 EAST SHEET NOt NDSCgp PREPARED BY: BENCHMARK ' ' fly NOTEi �P F 2 1/2" BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36,293, PP 24690 - I.P. No. 1ZC1U1fi 4/1/2016 W 0 J 4� y<.Will GF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE a U WORK CONTAINED WITHIN THESE PLANS j ��� �P7 .. �y TRANSPORTATION 1986 R-14.8 L, 0.3' BELOW GROUND THE THERMAL CLUB r SHALL NOT COMMENCE UNTIL AN �, o 0 �'� SOCIATES INC. AND 3' S.E. OF PP# 950758D LANDSCAPE PLANS (MEDIANS) Q ENCROACHMENT PERMIT AND/ORA �, TKD AS , DIAL Two woR+clNc " 71 -711 SAN JACINTO DR. U GRADING PERMIT HAS BEEN ISSUED, -� P❑LK ST. , ORE �� DAYS BEFORE � � � � ELEVATION = 375,53 w w BEFORE atur„ RANCHO IIRAG E'; LIFORNIA IRRIGATION PLAN OFZ4SHTS W YOU DIG :; PH NE IErG Y76-1, 51 + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL U YOU DIG USC&GS DATUM �--, i i t for assuring g ,,, E . (.7 The private landscape architect signing these plans is responsible g t ,, W,p. COUNTY P p ::: g g � �: ,�<s., ,.;; �`�. , ��` �� FOR;JTM LAND COMPANY, LLC f- Da ..< " + discrepancies P h, �,_ _ - d acceptability of .he design hereon: In the event of Bis TOLL FREE 1 800-227 2600 the accuracy an y g P s' � � 1��- � 4.- �� �� f SCALE 1 -30 0 1983 W. 190TH STREET, 100 ' FILE NO 5*7w-A [� (� , , y P i I P APPR, DATE T� `�� k a � landscape architect DATE T 0 royal or Burin construction the private ,a MARK BY .� -. V� ANCE GA 90504 p_ � arising after county app g p P GE A PUBLIC SERVICE BY REVISIONS F p\.\F CERT N37C, FP2�2017dATE. H TORR CL GL l( e responsible for determining an acce table solution and revising the plans Tor COUNTY � C --� UNDERGROUND SERVICE ALERT shall b p 9 P ENGINEER p Q- al0proval. by the count : SEE SHEET L-1 .3 FOR 62ND AVENUE Z O :0 eY I ■ v 0) I � ---------------- I I J PROPERTY Uj R. N W �,- _- - - ... , ---- ---- - L c! PO L K STREET - --- - 6' SIDE ----- ---- _----- - ---- - w� -------- - -- - --- W - i ' _ CURB = N _ - - --- - � 2 - - r - - - TTL E--I1RA INS -- - - -- - -------- 4 1 ---_PROPOSED MEDIAN CURB -- - ------- - -- -r-- __`_- - ---- ------ _ Z - �� PRESSURE LIN .rae:� . a x.s.�.,�.�_.r:G'..?[.ca_.x.'_�s,.n�x. - :.... . .. ,..r�� _ ,,. •.r r, `. --- - --_- - --_ �. - 1 1 - EWER CVWD 18 EX, SEWER CVWD EX, 24" WATER CVW --- DWG NO 37780 DWG NO 22123 rr. L a DWG. NO 38553 -- I 0 �2+f�fl 2�5-+-O0 244-00 25agg H r --G"r-- -1 u „ o _.. APPENDIX B MATER IRRfGA I®N LEGEND PIPE SIZING C44RT 1" DRIP SAMPLE WATER CON5ERVATION CONCEPT STATEMENT SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS PATTERN LU �. PROJECT SITE: THERMAL MOTORSPORTS WIPE SIZE MAX. ALLOWABLE FLOW J ■ PROJECT LOCATION: THERMAL, CALIFORNIA RAINBIRD SCH. SO RISER DEEP TREE WELL BUBBLER 14,x2 - ®5O 30 UMBRELLA 1/2 4 CPM LER STR'EE REFER TO DETAIL ON SHEET LSD 1.3 DETAIL STD. 1-050 " LANDSCAPE ARCHITECTARRIGAT ION DESIGNER/CONTRACTOR: TKD ASSOCIATES, INC. - - -- D INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE: (CHECK TO INDICATE COMPLETION) 7fR �q I y',1I r_; 1�`I 3/411 �' GPM I e (P �I ® (�#��1®1 `6 � �mF I `t[:) X 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE. 485.2 144 CU51C, FEET/PEAR SYMBOL MANUFACTURER MODEL NO. DESCRIPTION FLOW OPERATING PATTERN 1" 12 GPM ` 00e ANUF CTURER ' r X 2. ESTIMATED ANNUAL APPLIED WATER USE B'I' HYDROZONE: sGPH PSI Pir J 3 � J "k of _ .I �"�0 LOW PLANT DROZONES 215.65 100 CUBIC FEET/YEAR REFER TO SHEET LSD 13 30 DRIP - -__ .._. _. Ah 400 1 i/4 22 GPM SALCO SLV-PVC-4-D-ACIEMITTER ON FLEXRISER TAIL STD 1-090 STD 1-091 1-�- MEDIUM PLANT Hl'DROZONES; O 1Q)m CUBIC FEET/FEAR DE L _ - l -- T�II �SLhS�i ET 2000e-12-LR-L ET2000E / 12 STATION / INTERNAL LOCAL RADIO MODEM / LIGHT OPTION/ 11 I; hS - GPM - . 1 1/2 30 : I CA S NS r _ 1 Cs L E E ANN T ( . ESTIMATED UAL TO AL APPLIED WATER USE 215. 5 100 CUBIC FEET/YEAR t -RRe-SSE-R/FM iB CALSENSE ENHANCED INTEGRATED RADIO REMOTE RECEIVER BOARD REFER X 3. EATAWU< MAAWA 'r. Ga�S 30K0v0 tN`SbD+ v�I 4/ GS TO SHEET L5 D-L0 DETAIL STD. G-002 � (iI!! J!!�z2zO X 4. LANDSCAPE DESIGN PLAN 2 50 GPM �ET 2000e-32-LR- -G ET2000E 32 STATION/ INTERNAL INTER=AGE FOR ET GAGE/ LIGHT OPTION/ Cie5. IRRIGATIONDESIGN PLAN CALSENSE 1 ,II �! ��,-RB-RRe-SSE-D-R INTERNAL INTERFACE FOR TIPPING RAIN BUCKET (SEE SHEET LSD-1.2 DETAIL STD C)NOT NOTES:c, GRADING DESIGN PLAN ETG/ETGE/RB 11FM IB G- il)/ IS X2IGALVANIZED POLE FOR LR ST(CKCSEE SHEET LSD 1.5 DETAIL A) I , tN/A �. SOIL CHEMICAL ANALYSIS (CONTRACTOR WILL PROVIDE) /PLEASE POLE CALSENSE TIPPING RAINBUCK T. PLEAS HARDWIRE 5TATICWATER PRESSURE: 51 Z ,I ,r -�- ' (-33( { : t` LL lrc� cb S CALSENSE ET GAGE TO CONTROLLER ER I WITHPAIGE CA BLE1I'l D IN CONDUIT METER MS MAXIMUM FLOW READING AT P.0-C: 8 GPM DESCRIPTION OF PROJECT: (SEE SHEET LSD_1.0 DETAIL sTD. G_02 . ET GAGE PLACEMENT. CALSENSE METER 6 MAXIMUM FLOW READING AT P.O.C. PM THERMALMOTORSPORTSTSISDESIGNEDTO UTILIZE LDWAN DMODERA MODERATE TO LOCATE CALSENSE EQUIPMENT . C7 1I1� �tL, ,,� f�AND/OR GOUNT" REPRE NTATIVE I.I. METER M�i MAXIMUM FLOW READINGIN ATP.O.C. 5 GPM � -h _\ ___� ,��;�;=_-"_.❑_,_..�_`...�. �-_�>r......_.. �,� l 1R_:PLANTSAL©NG WITH RIP IRR(CATION TO cONSERvE AND EFFICIENTLY USE WATER TO SHEET LSD_16 DETAIL STD. G_003.LUO FOR THIS PROJECT. I, ; ZLjCALSENSE NUB-CR-LR/ LR_ LOCAL RADIO HUB CALSENSE GR-LR HUBAND CONTROLLER ,I„ ARE SHARING R . I STICK/ GR s BB T ENCLOSURE. T DATE- AUGUST 20 2015 PREPARED BY. (VAN ORTIZ O(� A CALSENSE TOP ENTRY DOUBLE PEDESTAL EN LO RE. REFER O SHEET GS34 Polk Street C Z. ANT- PROT/ LR- LSD-1.6 DETAIL STD. G-003. N T FILTER/ LMR-400-DB rn I O E Loss Size Type Len th ft.; Flaw Rate Pressure �'i"1 50/COMM-5YRMULTI YP ' 3 Lass a J 1. IRRIGATION LAYOUT 15 DIAGRAMMATIC.Zoe _!. _...{ I� IF... J ET 2000e_fro_LR_L ET2000E Iro STATION INTERNAL LOC ;AL RADIO MODEM LIGHT OPTION/ Frictional anal Lass Pressure S P1 Line 1375 8 _ 2..75CALSENSE POLK STREET In Ww 2. ALLMAINLINEVALVES,5 ANDLA ERALS -OUN PLAN ING -RRe-SSE R/FM IB CALSENSE ENHANCED RADIO REMOTERECEIVER 8OARD REFER � Lateral 15 8 2.3T TO SHEET LSD-1.0 DETAIL STD. G-002 - 314 Lateral 105 8 5.38 KEY MAP AREAS ARE FOR - IC CLARITY ONLY. THEY SHOULD BE NOTE. ONLY 14 AWG WIRE IN CONDUIT BETWEEN THE FLOW METERS AND THE 1 Water Deter NA 1.00 N.T.S. INSTALLED ON PROPERTII' AND IN THE PLANTING AREAS. CONTROLLERS. BaelcflOW F're�enter NA 12.00 ® ELECTRICAL PEDESTAL ELECTRICAL PEDESTAL TO BE INSTALLED IN ROW REFER TO ETAIL SHEET LSD-4 fl DETAIL STD E-001 TO BE INSTALLED BY OTHERS.-, Master Valve NA 0. 1.00; 3. CONTRACTOR TO PROVIDE 100io IRRIGATION COVERAGE. � S�r�h�C�S �! : tAu • VALVE STUB OUT 1" VALVE STUB OUT FOR FUTURE VALVES REFER TO DETAIL SHEET LSD-1.4 DETAIL STD 1-041A FI9ow Sensor IIIA 0.50 LU W z 4. CONTRACTOR TO SLEEVEALL LATERAL LIN 5 AND PRESSURELINES SPARE WIRE BOX SPARE WIRE BOX REFER TO DETAIL SHEET LSD-1.2 DETAIL 5T 1 - 4 Electr ic Cartr01Va1ve 2.41 Static Loss [Elevation Increase NAUNDER HARD5CAPE USING SCH. 40 PVC 2 TIMES LATERAL SIZE. Ln y)< SPEARS SPEARS 2122-005 3/4" PVC COMPACT BALL VALVE 50C EPDM MANUEL . VALVE SOXES WILL BE BASED WITH PEA GRAVEL, AND WILL BE TAN FLUSH VALVE PER DETAIL ON SHEET LSD-13 DETAIL STD I-092. Sub-total Loss 27.41 psi COLOR IN DG AREAS ONLY IRRITROL -100-1 SERIES EL_ECTRIC CONTROLL „ Miscellaneous Less Through System(10%) 2.74 psi YALYE IRRITROL 100-1" FOR TREES AND PALM TREE BUBBLERS ® With OMNI REG.(0MR-30) WfTH OMNI REG.(OMR-30) 5-30 PSI (0.34-2 BARS). REFER TO SHEET LSD-1.2 DEtAIL Total Loss 30.16 psi Fo. IRRIGATION CONTRACTOR TO FIELD VERIFY LOCATION OF P.O.G. FOR STD. I-045 8 SHEET LSD-13, DETAIL STD. 1-041 Total PSI Required at Head. - psi Q „ _ IRRITROL -100 SERIES DRIP VALVE ASSEM LY i RITROL 100-1 FOR DRIP, „ Static Pressure at Meter 102.t�Q psi (WATER SOURCE) gg {� Q W/OMNI REG. WITH OMNI REG.COMR-30) 5-30 PSI (034-2 BARS). WITH 1 150 MESH DISC REFER TO Total Pressure Requires $0.1 psi W AND TORO T-ALFD10150-L DETAIL ON IRRIGATION DETAIL SHEET LSD-1.1 DETAIL STD 1-043 , Residual Pressure 41.85 psi -. LANDSCAPE CONTRACTOR TO FIELD LOCATE POWER SOURCE FOR NEW � N15CO T-113-K T-113-K CLASS 125 GATE VALVE (LINE SIZE). REFER TO DETAIL ON FLDd IRRIGATION CONTROLLER. IRRIGATION DETAIL SHEET LSD-1.5 DETAIL 5TD. 1-030 W .�, Q H SPEARS 2122 SPEARS 2122 BALL VALVE (LINE SIZE). REFER TO DETAIL ON CVWD NOTE: z 8. UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON PLAN IS FOR IRRIGATION DETAIL SHEET LSD-1.0 DETAIL STD. 1-040 RR IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO INFORMATION ONLY. REFER TO UNDERGROUND SERVICE ALERT FOR WITH ACM THREADS REFER TO DETAIL ON IRRIGATION DETAIL OPERATION MAINTENANCE REPAIR OR REPLACEMENT OF NELSON 1645 1 QUICK COUPLER E � , / ACTUAL OGAT ION5 10 TO THE COMM NC M NT OF WO R<L PRIOR E E E E RK SHEET LSD-1.1 DETAIL STD 1-044 � .Iris ( t°�tJ 1COACHELLA VALLEY WATER DISTRICT (CVWD) INFRASTRUCTURE, POTABLE WATER METER PER CVWD STANDARDS, INSTAL ED Y CVWD -SEE DETAIL ON WATER METER CVWD WILL ONLY SPONSI3LE FOR REPAIR O REPLACEMENT W I SHEET LSD-1.4 DETAIL STD 1-001 (M5 3I4 METER ON P�T, Mac TER ON S2 NO AVE, L SE RE R 9. WATER METER AND ELECTRICAL METER NOT TO BE MIXED BETWEEN PA Z Ml 3/4" METER ON TYLER STREET) To BE INSTALLED IN ROW OF ASSOCIATED STREET ASPHALT ,AND MEDIAN CURB. CVWD WILL F-1 TWO MAINTENANCE AGENCIES N FEBCO 1' BACKFLOW PER CVWD STANDARDS, BAGKFLOW WILL NOT HAVE A CAGE PER NOT BE RESPONSIBLE FOR REPAIR5 OR REPLACEMENT OF CVWD REQUIREMENTS. REFER TO DETAIL SheET L5D-1.4 DETAIL A. TO BELANDSCAPING, I ATION AN 10. IRRIGATION SYSTEM AND EQUIPMENT CONFORMS TO ORDINANCE NO. LANDSCAPE BRIG D DECORATIVE d � 859 3 INSTALLED BY CVWD IN ROW. PAVEMENT. �-+ GR5WOLD 250 E V MASTER VALVE GRISWOLD 2250 E CSE€ DETAIL SMEET DETAIL STD 1-020. TO BE INSTALLED IN ROW. LSD- 1.1 These plans have been reviewed by the Coachella Valle y W 11_ TREE5, PLANTS, WALLS, SlDEWA KS AND PERMANENT STRUCTURES OF � NOTE APPROVAL BY THETRANSPORTATION DEPA TMENT IS Water (strict in accordance with California GovernmentCL + CALSENSE FLOW SENSOR FLOW SENSOR PERCOUNT( REQUI EM NTS TO BE INSTALLED IN ROW. 5EE I- I ANY KIND SHALL NOTE 3E PLANTED, INSTALLED OR BUILT IN CVWD E) SHEET L50-1.4 DETAIL STD 1-022. 1=0R WORK WITHIN THE RIGHT OF WAY ONLY Code, 5eotlorl 65591 at seq. requiring efflclwt landscape 0 °- AND USSR EASEMENTS OR RIGHT-OF WAY WITHOUT FIRST OBTAINING AN p a . . _ _ !! N UN (PURPLE) and irrigation design in cooperation with the local � « ENCROACHMENT PERMIT FROM CVWD. PRESSURE MAINLINE PIPING USE 5CH 4P0 1 1/2 slzE PIPE AND DER ® s i . i i . PRESSURE MAINLINE PIPING USE CLASS 315 FOR PRESSURE MAINLINE 2" THRU 8" (PURPLE) governing agency (City or County. approval of this � = drawing by CVWD staff does not constitute approval to 1- 12. NO TREES TO BE LOCATED WITHIN 12FEET OF CVW IRRIGATION SEWER NON_PRESSURELATERAL LINE PIPING� _ PVC SGH 40FOR DRP TREE 8 PALM BUBBLERS (PURPLE) ) encroach Into district and USER R1g,ht-of-Way. Trees,, plants, CL D AND WATERLINE5. P.O.C. (Point of Connection). CONTRACTOR TO FIELD VERIFY LOCATION. walls and permanent structures of any Kind may not be W W PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE. SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. planted or installed in CVWD and U55R easements or SLEEVE AND CONDUIT TO BE 5CH 40 Z U 13. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT _ - . I-__I Z ----INDICATESCONTROLLERNUMBER Right of Way without first obtaining an encroachment permit L cc BE RESPONSIBLE FOR REPLACING AND / OR MAINTAINING ANY _ ,- 11 from CVWD. z DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER INDICATES FLOW IN GALLONS PER MINUTE SCALE: 1" - 30 Q� - , tl W NOTE: ALL PIPE TO BE PURPLE oWATER AND/OR SEWER LINEN AND/OR SERVICE5/LATERALS. � INDICATES ZONE TYPE 0 30 60 90 120 Date Wate Managem t partment Q INDICATES ELECTRIC CONTROL VALVE SIZE -- CVWD Plan L4421 Io t ' ervices Department o NOTEi BENCHMARK: SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, W \RNDSCAPe PREPARED BY: 1- p 2 1/2" BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36293, PP 24690 I.P. No. 120016 4/1/2016 F K. w > WORK CONTAINED WITHIN THESE PLANS QOCZ/� 4 ❑F HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTYOF RIVERSIDE v SHALL NOT COMMENCE UNTIL AN Aw �S y _ II _ O TRANSPORTATION 1986 R 14.8 L. 0,3 BELOW GROUND d 1.2 Q ENCROACHMENT PERMIT AND/OR A THE THERMAL CLUB � DIAL !� r �. TK® ASSOCIATES, INC. AND 3 S,E, OF PP# 950758D TWO WORKING GRADING PERMIT HAS BEEN ISSUED, w :' _ LANDSCAPE PLANS (MEDIANS) BEFORE DAYS BEFORE r 71 -711 SAN JACINTO DR. W Q W ELEVATION = 375,53 POLK ST, _ U YOU DIG YOU DIG nk t e ° � RANCHO �1hIRAGE --C­ LIFORNIA ,�, � PHONE 760 6 1751 , IRRIGATION PLAN © 1- the private landscape architect signing these plans is responsible for assuring - + 1 7 A -JUSTMENT. OF'�4SHTS w�. _ � ,. USC&GS DATUM 500 9 2 D COMMERCIAL/INDUSTRIAL TOLL FREE- 1-800-227-2600acceptability CL (� the accuracy and of the Basi n hereon: In the event of discrepancies s Y 9 Dpte . :;, .F : rr �: \ . .�, �. � _x_,�,�:� �, �� f � FOR J M LAND COMPANY, LLC W.❑, CCIl.1NTY p . ��m �� arisin after count a royal or Burin: construction the rivate landsca e archtect APPR, DATE � _ <E A PUBuc sERUICE BY 9 Y PP 9 � P P NARK BY DATE : : : �T z � SCALE 1`=30'-0`0 1983 W. 190TH STREET 100 LL � ' - # FILE N❑, I REVISIONS F 4 n a revising .he fans for , I determining an acceptable solutio and, evisi , Shall be responsible for d L 7 DATE. UNDERGROUND SERVICE ALERT P g P 9 P COUNTY OF CP CERT IU7. 2370, AXP f 201 H V T©RRANCE, CA 90504 �- ' a royal b the count : ENGINEER 215 W ^ W LY_ W F- LW efpw ASEM O DOCUM PROPERTY WA / E 292- R,O,W EXISTING AG DRAIN W LIJ _ - � -- ---_ _- - _DWG-_ -- ----- ----- ---- - ----- - I NO. 123 O- _ -_ - - -- ---- ------ -- _ - -- ---- (� LL 10' EQUESTRIAN TRAIL - - - - - - U. - - - WI _ �i ---------- ............................. ...... ' O �III'Ic J _ -- - - ----- --- -- __ ---- ---- - - - - -- - -- Ll II I �- LL ZI CURB z 62ND AVENUE I W JI 1 NOTE: NORTH HALF OF MEDf,4N TO 1 BE CONSTRUCTED AT THIS TIME EX, 24" DIP WATER MAIN I W � ":)0 UTH HALF E-5y OTHER PER CVWD DWG, #39716') PROPOSED MEDIAN CURB 1�j 'c 56+00 6+0h-0-•- s"--"•, .-., ....a -, 57+: r 0r-- r.T 3ir/4 , /".....r .._. .... _ 8+0....,.:.0 0. P 590 - , 0 61 +I 0� `$ 75 _v \ :o- - .c , _ 1» t0_I AC BERM EX, 42" SEWER CVWD I" TRSEs � 1" DRfP DWG N❑, 31186 FIFE S1ZING C�-IART 60TH AVENUE I� L PIF=E SIZE MAX. ALLOWABLE FLOW 1/211 NOTES: 3' r \t r i 1. IRRIGATION LAYOUT 16 DIAGRAMMATIC. n J 3/4 a G f=M /moi 2. ALL VALVES MAINLINE ANLATERALS SHOWN OUTSIDE ANTIN 1 ' r �Vi E D DE PL G 1 12 GPM AREAS ARE FOR GRAPHIC CLARITY ONLY. THEY SHOULD BEI{'' 1-1/4" 22 CPM INSTALLED ON PROPERTY AND IN THE PLANTING AREAS. j 4,f I,r Ilti 1-1/2" 30 GPM 3. CONTRACTOR TO PROVIDE 100ia IRRIGATION COVERAGE. j ' 2�� 50 __ GPl"I Avenue � :-rrT , � : W 4. CONTRACTOR TO SLEEVE ALL LATERAL LINES AND PRESSURE L(NES ` ` Uj UNDER NARDSCAPE USING SGH. 40 PVC 2 TIMES LATERAL SIZE. E L E Flow Rate Pressure Type Size, Type Length (ft.) L ins t, :: t NOTES. tl1 L71 LLQ •, / ;1+ _, t!) 5. VALVE BOXES WILL .... E AS WITH A AV AN WILL TAN B BASED D PE GRAVEL,L, D L L BE _ - - _ _ "�,;, �,� - _.. STATIC WATER SSU � till_ . E R PRE RE• 102 PSI r,\ COLOR IN DG AREAS ONLY Frictional Lt . Pressure Su 1 Line y�� }f�� . pp �Y METER M5 MAXIMUM FLOW READING AT ,: IIS I i r -",,: ,4,` D P.O.C. 8 GFM METER M (, . E ER � MAXIMUM FLOW READING AT F.O.C. � GPM �. IRRIGATION CONTRACTOR TO FIELD VERIFY LOCATION OF P.O.G. FOR p „ r------=;,. ,r.. METER MI MAXIMUM FLOW READING AT F.O.C. 5 GPM L� � 1 � �' 4°6O (WATER SOURCE) �`�'` f : Water Meter NA : GATION ON � _ r V RR� DINT OF CONNECTION ECTION CP.O.C.) METER � ON AVENUE �2N - . E D �i. LANDSCAPE CONTRACTOR TO FIELD LOCATE POWER SOURCE FOR NEW Backflow PreVenter A 12,0 - ; 62ND AVENUE Controller Valve Plant Irrigation Area ro of Landscape IRRIGATION CONTROLLER. - gg Master Valyl NA '1 .00 No. Circuit No. T es Method (Sq. Ft.) ,area N.T.S. I 1-I Low Dri a. UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON PLAN 15 FOR Flow Sensor IIIA 0.50 v p l� �,8�8 15 % INFORMATION ONLY. REFER TO UNDERGROUND SERVICE ALERT FOR Electric Central Ire NA 2.Al KEY MAP I 2-1 Low Bubbler Tres ACTUAL LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. I .3-1 Low Dri..... �823 12.-1% =tatic LoE1+ v�Itilr� lnre �e >�.�1 I 4-I S. WATER METER AND ELECTRICAL METER NOT TO BE MIXED BETWEEN Q z Low Bubbler Tree Sub-total Less, 27,64 Psi w ¢ 1 5-1 Low Drip6,328 13.Sro TWO MAINTENANCE AC-VENC I E 5 v Q I 6-I Low Drip 5,alm 12.8io 10. IRRIGATION SYSTEM AND EQUIPMENT CONFORMS TO ORDINANCE NO. Miscellaneous Loss Through System (LIQ%) 2.76 psi I -1-1 Low Drip 6,924 15.15® 858.3 Total Loss 30.4 psi Li 8-I Low Bubbler Tree Total PSI Required at Head Vit) p► < g_ o 11. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF Static Pressureat . ,�02.00 i . I Low Drip �,14� 14•-iid ANY KIND SHALL NOTE BE PLANTED, INSTALLED OR BUILT IN CVWD I 10-I Low Bubbler Tree AND U58R EASEMENTS OR RIGHT-OF WAY WITHOUT FIRST OBTAINING AN Total Pressure [ enu red 60.4 psi r 1 11-1 Low Drip -1,293 15.951 ENCROACHMENT PERMIT FROM CVWD. I�esid'iu�ll Pressure = 41.6 psi TOTAL: 45,856 s .ft 100% 12. NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION SEWER AND WATERLINES. C.V.W,D, o I CVWD NOTE: WATER USE CALCULATIONS WATER DIETER 6 I- Q IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO 13. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT 5 ONS1 FOR / MAINTAINING ANY BE RE P BLE R R PACING AN OR MA NT NG ON 3 458 Q U OPERATION, MAINTENANCE REPAIR OR REPLACEMENT OF E L D ZONE B 56 SQUARE FEET These plans have ben reviewed by the Coachella Va 11e nl H L.L. CONCRETE T AN / O AN SGA ---f N INSTALLED OVER DECORATIVE REE D R L D P G LLED E Water District in accordance with COACH A = _ th California Government � J ELL VALLEY WATER DISTRICT (CVWD) INFRASTRUCTURE, MAXIMUM WATER ALLOWANCE - 88.0 X 0.5 X 45856 X 0.62 / -f4S - 16124 WAT AN /O SEWER LINES AND/OR 5 VIC S/ AT A S. °- CVWD WILL ONLY BE RESPONSIBLE FOR REPAIR OR REPLACEMENT ER D R E ER L E D R ER E L ER L Code, Section 65591 et sect. requiring efficient landscape i - _ and irrigation LO SH U T _ rr anon des;i � in-SHRU5, TREES, GFD.cVR. 88.0 x 0.2 x 45,856 S.F.SFx 0.62 / X48 / 0.90 X43.29 CCF g g cooperation with the local Q OF ASSOCIATED STREET ASPHALT AND MEDIAN CURB. CVWD WILL governing agency (City or Cpounty)I approval of this NOT BE RESPONSIBLE FOR REPAIRS OR REPLACEMENT OF drawing_ _ b CVWD staff � MO SH _ D does not constitute approval to LANDSCAPING LANDSCAPE IRRIGATION AND DECORATIVE D RUBS, TREES, G-�RD.CYR. SS_,a x 0.5 x ID S.F.Sx 0.�2 / ��8 / 0.�0 0 CGF g y pp R E DRIP - encroach into district and USBR Right-of-Way. Tres; plants, PAVEMENT. TOTAL ESTIMATED ANNUAL WATER REQUIRED = 821.34 CCF walls and permanent structures of an kind ma not be Li planted or installed in CVWD and USBR easements or z U EX. 18" IRRIGATION LATERAL (123.45-1.3-5.3 LT CVWD DWG NO, d 25-10a-0e) TO BE RELOCATED Bir' FUTURE DEVELOPER PRIOR TO Right-of-Way without first obtaining an encroachment permit LANDSCAPE IMPROVEMENTS IN PHASE TWO OF MEDIAN ISLAND. SCALE= P = 30'-0" from CVWD. . !� 0 30' 60' 90' 120' Date Wat ana e;tneqtW6partment SEE SHEETS LSD-1 FOR IRRIGATION DETAILS g p Plan'� 0 SEE CIVIL EN WEER P F R TI ITV D W TER INF RMATI N0 G S LAMS O U L AN A O O �CVWDevelo rn ervices De' artment I NOTE �p,NDScgP PREPARED BY: BENCHMARK, SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, > WORK CONTAINED WITHIN THESE PLANS o s, 2 1/2 BRASS DISK IN CONCRETE AT THE S.W, QUAD S.B.M. PM 36293, PP 24690 - I.P. N©. 120016 4/1/2016 o �F, S K DOC?/ � (� SHALL NOT COMMENCE UNTIL AN P OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE _ , Q O TRANSPORTATION 1986 R 14,8 L. 0,3 B _ ENCROACHMENT PERMIT AND/ORA � � �� � d�� ..� BELOW GROUND THE THERMAL CLUB L � d or r r+ TKD ASSOCIATES, INC. AND 3' S.E. ❑F PP# 950758D DIAL Two WORKING ,� LANDSCAPE PLANS CME (�� GRADING PERMIT HAS BEEN ISSUED, , U q BEFORE (MEDIANS) W v DAYS BEFORE -+ 71 -711 SAN JACINTO DR. ELEVATION = 375.53 YOU DIG YOU DIG s p RANCHO IIIRAG: CALIFORNIA 62ND AVENUE H E:1 i- The private landscape architect signing these plans is responsible for assuring Si ature . �� �a PHONE,, 7,60) 76 ,`1751 IRRIGATION PLAN ;: + ❑F 4SHTS TOLL FREE1-800-227-2600r> USC&GS DATUM 500 1972 ADJUSTMENT, -- L5! O the accuracy and acceptability of the design hereon, In the event of discrepancies y: _ 3 x > COMMERCIAL/INDUSTRIAL + Date :. ... , a,,. s Nn ryarising of L architect w <C si ter count approval or Burin construction, the private landscape arch c T w_ ..,., , .,�,. , ,JTM LA A PUBLIC SERVICE BY 9 y PP 9 P P NARK BY DATE APPR, DATE � _. s FOR: ND COMPANY, ��C ` W,CI, COUNTY J T 0` SCALE 1`=30'-O' shall be responsible fordeterminingn revising the plans for REVISIONS 1983 W. 1 90TH STREET, #100 FILE N❑, d UNDERGROUND SERVICE ALERT an acceptable solu�o and e icing P ENGINEER COUNTY a roval b the count : F 0€ CFV CERT N,. .# 370 EXP 02/2017 DATE: H V, TORRANCE, CA 90504 �►'' I` - L Oi E EME,� DOCUMENT NO. 64896 �" •8,�..0 --N� 96-- PR❑PERTY EXISTING AG DRAIN BOOK 1804 PAGE 292 ___-_- W-A-L-L- ,W G �1_HT1 n - __ ----- 4 2 ---- -- - =V� -- _ -9-9-9-9 _ _ _ - r - --- ll A - -- - _ --- - - - ..-1--_____________ --- ______________.__-1 - - ---- __ - ---- -- ------ - - - - -- -___ ..---- - ---- -"--, ---- -- __ 1.1.11-- ------- --- -__- - _ ._... -- ------- ....._ 10' EQUESTRIAN TRAIL I J I � iw _ - _ _. _. _ {)I' - � W 1 r IW I 8' S I D E W A L K -------- _r_r ---99-99 -___ - I = _ _ - _ _ _ 11 9999 ---- .. -- --- ULJ I Lu W 11 62ND AVENUE EX. 8" SDR 26 PVC SEWER L 1_1" 12 CURB -I III"- MAIN CVWD DWG, #39544 13" I ' . 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"- -9-9-9-91111 ,:.. _ .:_: :1111. _, .. - .. Y .___-.._ .`-§__............. .,_._ 1111 ,.. .-,- + �+'-.». ............_._. ___ r 1111._--911-9 x�i-;•._.. _ I.:--r-.. .�� .. 1111 .:::.:,�.. :1111 .. .. _ _............ ..._.___._ _...__.._._. _.. .........._. _-:.. _ .�.;--9111. -.- ,.__.�s<r ,-._e_.. -r__.,..,--91-91 7 ....__._ ..--9111___. .._ 1-911.. -._:.- . .: >-s .-sf: _.-._......�>r :. > _w_-9111.._'_ _.--._. 1111. .._.__ ..__ _ 777 I 777 I FUN _..-_-_ _.__. ........_-_ -_._ _..:... _. � :_:.. ::: �.,-_.._..-i i: .._.,-.-o- -..- ,-,--d 1111-+<,. ,. 1-111., -. ,.- �-.-:-->. _- 1111.. __ - .. 1111. .� �.:_. ..,,--.._...__.: .. 1111 ...�. _ .. :--: 111.. ________ .-1111.._ _. -9-9-9-9.-__. _______ _.__.... .. .__.__ __.._..... ______.... .............. ..___- --_ _-- ___.-.- .-.-_ _ --_._ __ _ --._-__ .. ...-___ .-__. ____.- - 1111 -- ____.__ __.___._ _ -9-9-91: __::_ .:...._._ -.._-. -......__- . 10' CVWD EASEMENT PER I AC BERM ro-1 LATERAL 123,45-1.3-5.3 LT I UI NOTE: NORTH HALF OF MEDIAN TO 1 DRIP PARCEL PLOT C-7-110 EX. 42" SEWER CVWD CVWD DWG N❑, 25708-09 ( F 8E CONSTRUCTED AT THIS TIME DWG N❑, 31186 < Q I SOUTH HALF 5'I' OTHERS 1 51 60TH AVENULL rE I - _ __ I 7 - __ _ _ - K4--_ 5- Tz 1 /7 APPEND i X B ' 3 N& " : SAMPLE WATER CONSERVATION CONCEPT STATEMENT PROJECT SITE: THERMAL MOTORSPORTS 1. ii 1 { ' PROJECT LOCATION: THERMAL, CALIFORNIA 1 - //-�-� LANDSCAPE ARCHITECTARRIGATION DESIGNER/CONTRACTOR: TKD ASSOCIATES, INC. '' ` "��`` �' z INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE: CHECK TO INDICATE COMPLETION) j I ( ;/ I1 11 ; I W X 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 1,&12 100 CUBIC FEET/YEAR r I I ;I 1111 ( N �111�7 X 2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: z 1 ' ,`1, ILD (_ R ry ry LOW PLANT HYDROZONE5: -(43.29 100 CUBIC FEET/PEAR I r } T m.,._ r I I W <C MEDIUM PLANT HYDROZONES: 0 100 CUBIC FEET/PEAR r� � ,! _ -1 W �� ,� ���,,��, � ,t L.I. ��'i_, LTJ v. f= W I ' )� =�_LLL �A�, ESTIMATED ANNUAL TOTAL APPLIED WATER USE: 743.29 100 CUBIC FEET/PEAR SEE SHEETS LD-1 FOR IRRIGATION DETAILS _� �� �., -- _ ; �, � . r ` 11 * X 3. EATAWU< MAAWA �� „ t P `� v~, X 4. LANDSCAPE DESIGN PLAN SEE SHEETS LS-1.3 FOR WATER CACLS. /� ��' 'I -t X 5. IRRIGATION DESIGN PLAN cif l�Vr \i,TY r >- SEE SHEETS LS-1.2 IRRIGATION FOR MEDIAN I I� - ��� �t J W 1- N/A �o. GRADING DE51CxN PLAN M Li _: VIII ; \ - _ `11 I!...,11 \�.' - ':Y' N/A rt. SOIL CHEMICAL ANALYSIS (CONTRACTOR WILL PROVIDES MASTER IRRIGATION LEGEND AND NOTES. W - PQ --_ 'I, ,\ 0 v'i'm-- y 1 y - J �` / �__i ' D 171 DESCRIPTION OF PROJECT: - _ - ' z SEE CIVIL EN INEERS PLANS FOR THERMAL MOTORSPORTS I5 DESIGNED TO UTILIZE LOW AND MODERATE WATER USE I- r i _ , _ "u, `__ - _ LJ PLANTS ALONG WITH DRIP IRRIGATION TO CONSERVE AND EFFICIENTLY USE WATER UTILITY AND WATER INFORMATION __ 1:1 - FOR TH15 PROJECT. �� - _: 62ND AVENUE �� X1 These plans have been reviewed by the Coachella Valley DATE: AUGUST 20, 2015 PREPARED BY: IVAN ORTIZ CVWD NOTE: << `! .. � Dater District in accordance with California Government ry H IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO KEY MAP i- ` -� NOTE: ATION MAINTENANCE REPAIR OR REfi='LACEMENT OF Code, Section X5591 et sect. requiring efficient landscape OPER N.T.S. and irrigation design in cooperation with the loco-1 1i .­, p_ TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ) INFRASTRUCTURE, l". COACHELLA VALLE`I' WATER DISTRICT (CVWD) governing agency (City or County). approval of this ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND 9 g y y y Ill C,vWD WILL ONLY BE RE5PONSISLE FOR REfi AIR Off' REfi�LAGEM'ENT drawing b CVWD staff close not constitute approval to W = USBR EASEMENTS OF RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN g pp Il OF ASSOCIATED STREET ASPHALT AND MEDIAN CURB. CVWD WILL encroach Into district and U55R Right-of-Way. Trees, plants, ENCROACHMENT PERMIT FROM CVWD g y NOT BE RE&f=1ON5I5LE FOR REPAIRS OR REPLACEMENT OF walls and permanent structures of any kind may not be N DECORATIVE I V - w NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION LANDSCAPING, LANDSCAfi E IRRIGATION AND fiZ E planted or Installed In CVWD and U5E3i� easements or ill v SEWER AND WATERLINES. PAVEMENT. Right-of-clay without first obtaining an encroachment permit I n _ I_ n z from CVI.UD. C Q NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE EX. 18" IRRIGATION LATERAL 0123.45-1.3-5.3 LT CVUJD Dll NO_ SCALE. 1 - 30 V (R -1L_ 11 w DECORATIVE ANY DECORAT / R MAINTAINING _ O IO TO , RESPONSIBLE FOR REPLACING AND O 25-108 09) TO 8E RELOCATED 8'I" FUTURE DEVEL PER PR R 120 Date uWat r Marla n e artment 0 0 30 60 90 p VER WATER AND/OR SE WER TE AND / OR LANDSCAPING INSTALLED O F IAN IS AN I-_ � CONCRETE LANDSCAPE IMPROVEMENTS IN fi�l-I,aSE TUJO O MED L D z D/ R SERVICES/LATERALS. #'i, CVUJD Plant 5ervic De artment 0 o p O LINES AN O veto 0 v BENCHMARK SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, _rte NDTE. �PNDSCgPF PREPARED BY: W Li 2 1/2 BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM,36298, PP 24690 - I.P. No. 12001 4/1/2016 1 W❑RK CONTAINED WITHIN THESE PLANS �� :DOC "q TAMPED CALIFORNIA DEPT RS i' �Q- P�' , j �, OF HWY 86 AND AVE 61, S COUNTY ❑F RIVERSIDE C7 SHALL N❑T C17MM'EN'CE UNTIL AN �` y TRANSPORTATION 1986 R-14.8 L, 0,3 BELOW GROUND L - 1.4 � o ,,� �,�> f�_ ,% TRANSPO THE THERMAL C[_UB <t RMIT AND/DR A � 1/, , ASSOCIATES, INC. AND 3' S,E. OF PP# 950758D ENCROACHMENT PE TKD DIAL TWO WORKING �' LANDSCAPE PLANS (MEDIANS) c� ( GRADING PERMIT HAS BEEN ISSUED. 71 -711 SAN JACINTO DR. Q BEFORE - DAYS BEFORE =tom ELEVATION = 375,53 62ND AVENUE Lj III W RANCHOiIRAGE,� CALIFORNIA = U YOU DIG YOU DIG / f5 tura' , ,. x a_ �. IRRIGATION PLAN _ ❑F,Z4SHTS ., PHONE/(760)70 776 171 U ri to landscape e architect signing these plans Is res onsUe for assuring � i�w 1 a ( :> USC&GS DATUM + 500 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL � IFI- The p va P 9 9 P P 9 - _ _ �, � a tl / r . In the event of discre ancien , r 0 ;<' .* ; TOLL FREE 1 800 227 2600 the accurac and ecce tabdlt of the dell n he eon p Date ND COMPANY LLC COUNTY CLQ v y p Y g S a FOR JTM LA W ❑ =. . ,, .,*...a, �. :r hltect APPR, DATE _-1 �-- A E: 1"=301-0/1 <C arisen after count approval or during canstructlon, the private landscape arc NRRK BY DATE .q Q� �'.. � �- SC L1983 W. 190TH STREET, 1>00 FILE N❑, <C A PUBLIC SERVICE BY 9 Y PP 9 P P A ,j J n '- shall be responsible for deterninin an acceptable solution and revising the plans for REVISIONS TF pF CIDP CERT NO.,,, 23- 0, EXP 02 2017 DATE: �x`° H+ V: TORRANCE, CA 90504 # r p_ UNDERGROUND SERVICE ALERT g p ENGINEER COUNTY L1- approval by the county. 50' EASEMENT _ - -- J 72 LOT 225 DOCUMENT N0. 60472 — WA I WGin. 1238_EXISTING AG DRAIN ❑N SITE STORM DRA 51 BOaK X795;PAGE 1 -51. — W —_ __-- --- - - _ - __--- ----- - -- --- --- - - -- - �.�.� - . _-_ -- — _- - - ----- - - --- - --- 10 TRAIL - - - - J _ _ _ EQU-ESTRIAN. - - ( � 8' SIDEWALK W -- - ---_-_ _ _... - W I =---- 62ND A CURB W' W 12 1 O W 1721" 2PR ESR*AE T PR❑P❑SE MEDIAN CURB - -3/4 -- - 374 r --— - +: - -- - - +C�9 -x-4-+ 0 5+Ou 3 6 0 0 3 7 _ 30 L-_ Q _- - -- ----3 -+0 -- - --- 200 -- - .. 1� , r d t r i , _:::. ... ___-.__ .._. .-- _. T.�,-_T.t-_-..:r_.-f r.:�..:-+-, �.-:_. _....-�-,e-c�. _..__. �.1r ;.' .-�. v a-'�-+_�.. _,_:rte-`��.-- __ ... _ _....-. _ _ ........ - Ln - _ - - - - EX, 42 SEWER CVW-D 1 1 U U 10 CVWD EASEMENT PER _- - --- -- - -- --- - --- --- AC BERM— DWG DWG N❑, 31186 -I � 5-I 4 RM �--' PARCEL PLOT C-7-110 4 1 NOTE: NORTH HALF OF MEDIAN TO 1° DMP i" TREES i�� DRrP °CI IM � 1 BE CONSTRUCTED AT TH 15 T IME SOUTH HALF 5 OTHERS 'I I i 1 PROJECT LIMIT W 7_1- 50'50' EASEMENT ' W PROPERTY EXISfi�NE- AC-DRAIN DOCUMENT NO. 60472 now �✓ STORM D IN R,❑1W R.O.W - CVWD EASEMENT DWG N❑, 1232 I WALL �.0�1k -- 1795�k�AGE - _ I R,❑,W U) -- -- - -- - U S __ A , ; - - QUEST_RIAN TRAIL _ 1 METER Z� ----- -- ---- -- BY CvtUD \ t. SIDEWALK @ 8' SIDEWALK f D 1" RP I"IETER, BDP MVFM W �I e NSTALLED I W .-W --lu_ -_ — - --- - - _STI --- - --- --- - - ---- -_ -- - _ - -- - -- - ----- -- --- T�R - --- EX. 8 SDR 26 PVC SEWER PROP. 24 D❑MEC WA _ -- MAIN CVWD DWG, #39544 MAIN PER iT ERMAL CLUB 1 1/2" _ j 1z FUTURE PHASE ® o W 1" PRESSURE LIN " �! T �� PROPOSED MEDIAN CURB " ��� 31� LEE�E ' I (2 ) 1 CONDIJfT - ----- - " „ 3/4 �I> I NDUIT " ---- — --- - 3/4 3/4 _ -0(a-- 3/4 -------- --- --- --- ---L- - ------- - _ - .:..:..... J r r r Ny --. 1 ., � ----` .._. — _ .._-- --- - -_ .-.L,— \..�. �-G— fir—, _. �./, a r t - CDi � I _- _ -- --- - - - ---- - -- - --- -- - - -- - -- -- -------- - --- -- _ _ 1 IRRIGA IIt 1" EX. 4 2 SEWER C V W� E STORM DRAIN o AC BERM J l IM - - ---_ I 2-1 6.5 DWG N❑, 31186 LATERAL 123145-1.3-5.3 LT NOTE: NORTH HALF OF MEDIAN TO it DRIP' CVWD DWG N❑1 25708-09 SE CONSTRUCTED AT THIS TIME 62ND AVENUE S®UTH HALF OTHER-5 BEES I Q d 60TH AVENUE W - \ O NOTE: (' d CVWD NOTE ,I �iO� �' w + TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF IN THE EVENT LANDSCAPE MEDIANS ARE DAMACaED DUE TO , I; 1 ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND d Q OPERATION MAINTENANCE REPAIR OR REFLAGEMENT OF v" I- USBR EASEMENTS OF RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN .. COACHELLA VALLEY' WATER D15TRICT (CVWF-)) INFRASTRUCTURE, I ENCROACHMENT PERMIT FROM CVWD CVWL-.) WILL ONLT' SE RESPONSIBLE FOR REPAIR OR REPLACEMENT w I- NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION OF ASSOCIATED STREET ASPHALT AND MEDIAN GURB. CVWD WILL SEWER AND WATERLINES. NOT BE RESPONSIBLE FOR REPAIRS OR REPLACEMENT OF o A IN AN 5CAFE IRRIGATION AND DECORATIVE z U NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE PAVEMENT, j-- >> ' �' ! `jos LU W j 1 Tl l z w RESPONSIBLE FOR REPLACING AND / OR MAINTAINING ANY DECORATIVE , ! ' _,Av, W u _ ,, INSTALLED OVER WATER AND/OR SEWER CONCRETE AND / OR LANDSCAPING INST LE 0 LATERAL (123.45-1.3-5.3 LT CVUJD DWG-s NO. . EX. 18 IRRIGATION L ER L These plans have been reviewed b the Coachella Valle Q 1 p y y LINES AND/OR SERVICES/LATERALS. - V O PRIOR TO 1= _ 25 08 ®9J TO BE RELOCATED 8�' FUTURE DE EL F'ER ., - Water District In accordance with California Government IMPROVEM NTS IN FHA5E TWO OF MEDIAN 15LAND. C LANDSCAPE Ei - � � J I „ �t T-_ A 5C Code, Section (055,31 et sect. requiring efficient landscape I, =� and irrigation design in cooperation with the local ` n SEE SHEET LSD-1 FOR IRRIGATION DETAILS g <c ® governing agency CGity or County). approval of this drawing by CVWD staff does not constitute approval to SEE SHEET LS 1.1 FOR WATER CALLS. T i- encroach into district and U55R Right-of-Way. Trus, plants, - walls and permanent structures of an (kind ma not b TER IRRIGATION LEGEND MFUD14NI T(O (E) IID W1 5E GON5TRUCTErD 4T THIS TR-1E DUCT BANK +0 13+019 -L-F-5-T- OTHERS W _,00 WEST H,4 0 0 4 r W EFFE, r Q- 4-n n 41 .0 L_h, 4 -dz�-,_�­ , 3 9+_04`�,� 38+00 �E_khp, W�_ W , - W,-,U' Af, Ij/�,R. 4, 144 4 7,1 U) T�e T I 2�Z.-M!, E 2-, IR -16kT-10N LINE �_,�P) 12 PROPOSED 0 0 ........1_0..........USBR-------- -----------T8' PEH CVWD U G#---- PROPOSED 12"CL35 .......... ..... ..................... EX, 14" IRRIGATION LATERAL ................--- -____---- .............. ........... ....... IRRIGATION EASEMENT T -------- DIP WATER LINE 12-1 3.4 PRESSURE LINE PER CVWD UVVU#-- INSTRUMENT NO. !��7. . ........ ...... ........... LIJ BANDONED CVWD DWG NO� 2486 TYLER STREET CURB- ............. LL t1l 77 U) ............... .......... ............... --------- _------_-....... ................ -0 ......------_---- ........... F_ PRESS i �11�DEW�ALK�� W Z7 gem 99q__ W.- Pt 10' EQUESTRIAN TRAIL '17 R.O,W IRRIGATION 2G 4.6 < CONTROLLER I., C)nj NOTE; E,45T H,4LF OF MEDI,4N TO UJ W �E GONSTRUGTED 4T THIS TIME -0- (2) P C0Nr:)UIT WEST HALF 5 THEfR-6- 3 7+0 Q (2) 2 5LEEVE 36+00 +00 34--,1-00 35-�- 00 ==77 30+0 31 +00 32+00 % �IAINLINE 0C SLEEVE 29+00 , W" Pq P) 12" IRRIGATION LINE- PROPOS PER CVWU UVVU#---- 01 __1 8----SQ PROPOSED 12"CL3 -- ------- J-1:r LjSaR .......... ---------------- Uj (1) 1 )NDUIT DIP WATER L do IRRIGATION EASEMENT CURB ---------- LIN YLER STREET I Uj PRESSURE E T . ..... - -------- "__P_ ER CVWD DWG#---- PRESSURE LIN STRU MEN I NO. 1597 ------ EASE ENT ......... ......... U) .................... ............... j 'DO CUMENT NO. 60472 LL -- ----- ........____.__ I- __1 - I'll ­­ I- I-, - - -, LLL iL.......... IZS& —4- -------- --:0�� =17 ...... ..... 40 0 6/ SIDEWALK S r'.v W Z 10' EQUESTRIAN TRAIL _j PARCEL W '0 EASEMENT PER DOCUMENT R (E) 12" DI NO. 2015-0134822 F IG 14.3 1 WATER LINE PER EX, 12" AVE 62 DRAINLINE CO -30-15 CVWD DWG#4 0750 RE RDED 4 CVWD DWG NO. 1232 Irrigation Point of Connection Meter 1 on T�Ier Street Tyler Street Area of LancIsr-ape Controller Valve Plant Irrigation Flow Rate Pressure No. Circuit No. T14pes (5cj- Ft.) Area Type Size, Type Length (ft.) TYLER STREE Low Drip 1,210 41% (C'mml L2ss ......... C.V.W.D. Drip 5,130 53% s 1.5" Pressure Supply Line 1275 5 1 .15 2 G Low Frictional Los TOTAL: 115,340 scift. 100! 1 Lateral 135 5 0.89 WATER USE CALCULATIONS WATER METER # 7 3/4" Late ra 1 150 5 3.23 wA4 cp ZONE 35: 15,340 SQUARE FEET APPENDIX 5 ter Meter NA 1 .00 -B.4 CCF Wa MAXIMUM WATER ALLOWANCE 00.0 X 0.5 X 15,340 X 0.(02 14a SAMPLE WATER CON51ERvATION cONCEPT STATEMENT Backfiow Preventer NA 1200 PROJECT SITE: THERMAL MOTORSPORTS LOW =E5, GR�D.CVR. =OaO X 0.2 X IEP,340 BF o2 '140 0.e0i= 240,65 GCF r6;TrI X 0.(' -SHRU5, TIRE 1 .00 THERMAL, CALIFORNIA Master Valve NA PROJECT LOCATION. DRIP LANDSCAPE ARCHITECTARRIGAT ION DES IGNER/cONTRACTOR- TKD 48SOCIATES, INC. Flow Sensor :NA O�50: 5 O.eO 0 CCF MOD. -SHRU55, TREES, GRDCVR- 5a.0 X 0.5 X 0 S.F. X Oo2 INCLUDED IN TH15 PROJECT 5U,5MITTAL PACKAGE ARE: (CHECK TO INDICATE COMPLETION) .......... Electric Control Valve NA 2.41 11111111 111 Q�­ H! A;P Z till TOTAL ESTIMATED ANNUAL WATER REQUIRED F2 48.ro 5 CCr I ,U5IC_ FEET/11rE_1_ WATr ER ALLOWANCE: 5513.4 loo c MAXIMUM ANNUAL APPLIEr X 2. ESTIMATED ANNUAL APPLIED WATER UBE 5Y HYDROZ Static Loss [EL In Incre 3.031 ............. levatio asel X 1. ONE: > kQg LOW PLANT HYDROZONE5. 24aAo5 100 CU51C, FEET/YEAR —------ . ...... "Alt, MEDIUM PLANT HYDROZONE5: 0 100 CU51C. FEET/YEAR 4 < Sub-total Loss 25.21 Psi 245.65 EET/YEAR 100 CU51C F ESTIMATED ANNUAL TOTAL APPLIED WATER USE 2.52 psi Miscellaneous Loss Through System (101%) Z X 3. EATAWU< MAAWA Ulp , I� -11 1, 1-A Total Loss 27.73 psi X 4. LANDSCAPE DESIGN PLAN I'L_ M X 5. IRRIGATION DESIGN PLAN 30 psi Total PSI Required at Head ry N/A (o. GRADING DESIGN PLAN < N/A 1. SOIL CHEMICAL ANALYSIS (CONTRACTOR WILL PROVIDE) Static Pressure at Meter 102oOO PSLi POL STREET Li 0-1 Z DESCRIPTION OF PROJECT: Total Pressure Required 57.73 ps i 1-- THERMAL MOTORSPORTS IS DESIGNED TO UTILIZE LOWANF_> MODERATE WATER USE 10 PLANTS ALONG WITH DRIP IRRIGATION TO CON5ERVE AND EFFICIENTLY USE WATER Residual Pressure 44.27psi >_ FOR THIS PROJECT. KEY MAP Lli DATE: AUGUST 20, 2015 PREPARED 5Y- 1 VAN ORT I Z N.T.S. NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF CVWD NOTE: ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND IN T�4E EVENT LAND&CAFDE MEID14NS 4RE ID,4M,4GED IDUE TO These plans have been reviewed b� the Cc ella Vail USBIR EASEMENTS OF RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN Of=ER,4TION, MAINTENANC:E, REf=,4[F, OR RE1=LAC:EMENT OF Water District in accordance with California Government ENCROACHMENT PERMIT FROM CVWD landscape I---4 C,04CHELL,4 V,4LLE"r W,4TER D15TRICT (CVWD) INFR,45TRUGTURE, Code, Section &E�512il et seq. requiring efficient V(4 f=AIR OR REPL,4CEMENT and irrigation design in cooperation with the local n NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION cvWD WILL ONLT' 5E RE5f=ON515LE FOR Rj= SEWER AND WATERLINES. OF 4560C,1,4TED &TREET A6f=l­4,4LT 4ND MEDI,4N CUR5- C:VWID WILL governing agenc� (Cit� or Count�). approval of this LD drawing lo� CVWD staff does not constitute approval to NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE NOT 5E RE5f=ON5I5LE FOR REf=,4lR5 OR REf=LACEMENT OF LAND6G,4f=ING, L,4ND5C;Af=E IRRIG,4TION 4ND IDEGORATIVE encroach into district and U65R Rieht-of-Wa�. Tress, plants, RESPONSIBLE FOR REPLACING AND / OR MAINTAINING ANY DECORATIVE f=14VEMENT, walls and permanent structures of ar� kind ma� not be, ry CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER AND/OR SEWER planted or installed in cVWD and U55R, easements or Ld encroachment permit W Lij LINES AND/OR SERVICES/LATERALS. Rlght-of-wa� without first obtaining an U from GVWD. 5C,4LE: P 30'-011 lip 11A A-4 S SEE SHEET L_SD-1 FOR IRRIGATION DETAILS I I _r_L artm LI-I 2: 0 30, 60' 90, 120' Date Wat manae n L�) 811n t 17'1 SEE SHEET LS-1.2 IRRIGATION FOR MEDIAN MASTER IRRIGATION LEGEND 0 0 I-_ 11 — FVWD Plan eVe\�eIopM1Snt_6srvfcss Department 71 �9. SEE CIVIL ENGINEERS PLAN SHEET NO, 1711 7 T7 S FOR UTILITY AND WATER INFORMATION SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, U \,Nt )SCAPe PREPARED BY: BENCHMARK: S.B.M. PM 3-6292, PP 24690 - I.P. No. 1,2001 Q 4/1/2016 NOTE: 2 1/2' BRASS DISK IN CONCRETE AT THE S,W, QUAD Li WORK CONTAINED WITHIN THESE PLANS DOC,& > OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE L5 - 1,ro TRANSPORTATION 1986 R-14,8 L, 0.3' BELOW GROUND THE THERMAL CLUB ED ANW VVVVVVVVVVVVVV~ SHALL NOT COMMENCE UNTIL AN 0 �' L'�, i i,, TKD ASSOCIATES, INC. AND 3' S.E. OF PP# 950758D LANDSCAPE PLANS (MEDIANS) < ENCROACHMENT PERMIT AND/OR A DIAL 11 TWO WORKING 71 -711 SAN JACI JO DR. TYLER STREET (PHASE 2) GRADING PERMIT HAS BEEN ISSUED, ELEVATION 375.53 U BEFORE DAYS BEFORE RANCHO . M)"R,AGE, TFORNIA ONE k760) 'T IRRIGATION PLAN YOU DIG YOU DIG Zlv PH 77 7�7 USC&GS DATUM 5001 1972 ADJUSTMENT. COMMERCIAL/INDUSTRIAL 2_ oF.E-4SHTS > The private iandscape architect signing these pians is responsibie for assuring U -4, 17-1 1-- ORiJTM LAND COMPANY, LLC W,O COUNTY D16 t e 1-800-227-2600 the accuracy and acceptablilty of the design hereon, In the event of discrepancies 0/_ U TOLL FREE APPR. DATE SCALD 1`=30'-0` 1983 W. 190TH STREET, #100 FILE NO DIU I 1-2 --a-- arising after county approval. or during construction, the private ands,ape architect MARK DATE 'i2)3 7 0 , V1 TORRANCE, CA 90504 A PUBLIC SERVICE BY shai� be responsibie for determining an acceptabie so�ution and revising the pians for REVISIONS OF C CERT NO EXP ,0'2/2017DATr-, Hi A ----------- COUNTY n UNDERGROUND SERVICE ALERT I approW by.the county, ENGINEER ----_ - — -- - --_-_ ...... EX-12"__UIP__�JA_T_ERLMA I_ _ PER CVWD DWG. #39505 EXr 8" SDR 26 PVC SEWER PROPERTY WALL MIAIN CVWD DWG, #39507 N W 6' SIDEWALK T L T__ 6' SIDEWALK -- -- _..._.. ........_— � i ' 1 TREE EXCLUSION ZONE TREE EX R0 '®ED MEDIAN CURB--- — - - - -_ -- - B W +0 0 = 40+0 0 41 +0 0 4 �� 4 ;+ 0 - --- 4 4 � - -45+�� ---- ------- --- +�6 _ - - .........:. .. r -, _. .. �.- _ O 010 Uj ----- =1 Jna 605' SIGHT DISTANCE a _ 2 ,=�—ems C �—���-v �/ DWG NO 37780 DWG NO 22123 DWG, NO 38553 ° NOTE WEST HALF OF MEDIAN TO POLK STREET � O 5E CONST1RUCTED AT TH 15 TIME 0 EAST HALF ` 1' OTHERSLij ' W W N w -- -_ - V -_--------------- CURB m EX! 8 SDR 26 PVC SEWER Uj cNi MAIN CVWD DWG. #39543 PROPOSED MEDIAN CURB z -1 �9+00 30+00� 31 �0 +00 +00 34+00 35 0 36+00 37+_00 W I : W ...�. + + + + + + + + + + + Iv d Y + 10 mr -...-��` ��,..�/� � �./ .. —.____....O \✓ 7— ` 0 0 V 00 -144 a� � �� �: � �� ��� 1011 0 �r�0 �� �� �•/�` 0 � - �._ - � � � _.� O O � 3� �fi� , ,I .a.4.i _. «;-....... L«.. .. ... , _ L Uj 27" EX. SEWER CVWD 18" EX, SEWER�,/WD EX, 24" WATER CVWD DWG N❑ 37780 DWG N❑ 22123 DWG, N❑ 38553 o- POLK STREET Q` M NOTE: WE5T I4ALF OF MED IAN TO 8E CONSTRUCTED AT THIS TIME 0 ' EA5T HALF B'i' OTHER5 ° 0 � d ° ° MEDIAN 15LAND5 PLANT LEGEND FOR FOLK STREET, 62ND AVE., YLER STRiEE T'I'LER STREET. 11 T ES SHRUBS _ - QUANTITY SYMBOLSCIENTIFIC NAME COMMON NAME WATER U5E5 PLANTING SIZE HEIGHT WIDTH QUANTITY 5YM50 SCIENTIFIC NAME COMMON NAME WATER USES PLANTING 5IZE HEIGHT WIDTH a 236 O BACCHARIS HYBRID 'THOMPSON BACCHARIS LOW / 0.2 5-GAL 3' 4'-5' 13 5OPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL LOW / 0.2 24"-5ox 15'-20' 10'-15' i 109 HE5PERALOE PARVIFLORA RED YUCCA LOW / 0.2 5-GAL 3' 3'-4' I Ground Cover I =- ---------- 13 CORDIA 50I55IER( TEXAS WILD OLIVE LOW / 0.2 24"-5ox 15'-20' 15'-20' -- Quantity Symbol SCIENTIFIC NAME COMMON NAME WATER USES PLANTING 51ZE HEIGHT WIDTH I� - f� e:. II— ... 1 i I 1 �../ 137 DALEA CAPITATA SIERRA GOLD LOW / 0.2 5-GAL t �, 0 ULMU6 PARVIFOLIA CHINESE ELM MOD / 0.5 36 Box 30'-35' 25 -30 I, .e. 158 0011 r DALEA GREGGI( TRAILING INDIGO BUSH LOW / 0.2 5-GAL 1 1/2" 6' Ii>`II '+ III # ;' ! ', '�xmP 3 i'SII 1 E �✓, q 116 ERICAMERIA LARICIFOLIA TURPENTINE BUSH LOW / 02 5-GAL 2'-3' 2'-3' �� " ' ,;j ; u' . II'd" ! - C) NOTES.E II Q <[ 206 OENOTHERA CAE5PIT05A WHITE EVENING PRIMOSE LOW / 0.2 1-GAL '511-11 2 -1� ! 1' � II t/ I Li II n !I-'-- IV ,.. 1. THELANDSCAPE L D AN SHA CONFO TO : SI � PE DLL RM NO 859.3 AND RER DE CxUiDE TO : !,I ,.,,t•. ��, ;_ ��._—__ _ ,,:��..�. ,I . ,_« _;.. ,, 18 STAMPED CONCRETE COLOR TO BE ADOBE RED B1' DAMS COLORS C4 MIN. THICKNESS) {({ 1\ � CALIFORNIAFRIENDLY S __ ,_� ., _ _ � ,� LAND GAPING. PER COUNTY STANDARD DETAIL 113 REFER TO SHEET LSD 3 DETAIL STD. H-015 , .,...F `� e 1,' !%--tet\� ,"i� _ -�.s: �,•, W > o 1 - I 2. INA �,I! ,� � > _. .. _. L E R DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6 FROM ANY HARDSGAPE. RUNNING BOND BRICK PATTERN , I"i"i r. _ �., - it II H .. ._.... `- v .,. 3. CONTRACTOR TO VERIFY AN i �- , R R ER PLANT QUANTITIES BEFORE ORDERING PLANT MATERIAL. � � - :� , :, �,,., : _. .-----� I w Ma COBBLESTONE RIVER ROCK, 3 6 DIA. AND GROUTED WITH 4 MIN. THICKNESS �,,, 1 1 I Z s.�.yk^z _�w`Sff "i( I, �_..f 'Ir,'o,i \� //(l� l ir' �i •. 4. WASHINGTONIA SPECIES ARE TO BE COACHELLA VALLEY GROWN. . REFER TO SHEET L5D-3 DETAIL STD. H-017 a f I__I.I ,. I GL Q 5. DESIGN SHALL COMPLY WITH THERMAL DESIGN GUIDELINES. CI GO DECOMPOSED GRANITE I T IN PLANTERS .,_ �T) 6. POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS DG 3 DEPTH 3/S MINUS DESERTLD DE P ED R E ALL PL N ER5 nl, E( T =..__. r=` 1. TREES "CLEAR TRUNK HEIGHT" SHALL BE 5' MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE TRI-STATE MATERIALS ry �- CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL FOLK STREET hi ~ BE 11' MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE_ S. PLANTING AND IRRIGATION 15 REQUIRED FOR MEDIAN 5' WIDE OR GREATER UNLE55 51GHT DISTANCE CVWD NOTE: RESTRICTS PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAYBE HARD5CAPE IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO MATERIAL. OPERATION, MAINTENANCE, REPAIR OR REPLACEMENT OF KEY MAP Z W 9. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, � _j INSTALLED OR BUILT IN CVWD AND U58R EASEMENTS OR RIGHT-OF WAY WITHOUT FIRST OBTAINING AN COACHELLA VALLE'I' WATER D15TRICT (CVWD) INFRASTRUCTURE, N,T Q ENCROACHMENT PERMIT FROM CVWD. CVWD WILL ONL T- SE RESPONSIBLE FOR REPAIR OR REPLACEMENT Thee plans have n reviewed < U 10. NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION SEWER AND WATERLINES. p bee by the Coachella Valley ,_, OF 4550CIATED 5TREET ASPHALT AND MEDIAN CURD. CVWD WILL Water District in accordance i � 11. MAX. SHRUB HEIGHT AT MATURITY INSIGHT LINES SHALL BE 24" ABOVE FINISH GRADE COR LESS D a with California Government i- rk -i NOT 5 ON515LE FOR REPAIRS OR REPLACEMENT OF n. DEPENDING ON VERTICAL CURVE SIGHT VISIBILITY RESTRICTIONS.) BE R'E P Code, Section 65591 et sect, requiring efficient landscape H AN [DECORATIVE 12. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING LANDSCAPING, LANDSCAPE IRRIGATIONDand irrigation design in cooperation with the local w AND / OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER PAVEMENT, overnin a enc (Cit- or CourtS). approval of this AND/OR SEWER LINES AND/OR SERvICES/LATERALS. dra w incg b C WD yy staff does not cont constitute approval to H encroach into district and USBR Right-of-Way. Trees, plants, � 3 walls and permanent structures of any kind may not be w w planted or installed in CVWD and USSR easements or SEE SHEETS L-S-1.0 FOR IRRIGATION PLANS Right-of-way without first obtaining an encroachment permit � Q from CVWD. r SEE SHEETS LDS-2 FOR PLANTING DETAILS SCALE: ll� = 3 '-�'� I— 0 30' 60' 90' 120' Date Wat r ragemen artment z NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK cl Q O WITHIN THE ROAD RIGHT-OE-WAY ONLY. CVWD Plan ", U 7 1 -- D veli m Servibe Department � o I ��--� .. I NOTE: �p,NDSCApF' PREPARED BY: BENCHMARK, SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, � SHEET NO. �� O 2 1/2' BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36293 PP 24690 - I.P. NSD. 124016 4/1/2016 > � WORK CONTAINED WITHIN THESE PLANS �, �.DOCZ/,� , 9 (7 �� QS u- F , � OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE v� SHALL NOT COMMENCE UNTIL AN , ,� ,� ,�� � ; y O TRANSPORTATION 1986 R-14.8 L, 0.3' BELOW GROUND L5 - 2 ,1 ' Q ENCROACHMENT PERMIT AND/OR A � � � -� THE THERMAL CLUB � DIAD I �; �� �� �� �� �o TKA ASSOCIATES, INC. U TWO WORKING �, >� AND 3 S,E. OF PP# 950758D LAN Q ((( GRADING PERMIT HAS BEEN ISSUED! ' LANDSCAPE PLANS(MEDIAN ISLANDS) W LsJ BEFORE .... DAYS BEFORE01 : , = 71 —711 SAN_, JACINTO DR. U ELEVATION = 375,53 > I-,,, YOU DIG YOU DIG RANCHO 140'., GE, CALIFORNIA POLK STREET S� r>q ur-,' U_17 -, r r,., PHONE 7 O 776:17 The rivate landsca e architect sl nin these .fans is es onsible for assurin �,..r � , � � � PLANTING PLAN 1-- P P signing P P 9 f�. USC&GS DATUM + 500 1972 ADJUSTMENT, ❑F�4SHTS TOLL FREE 1-800-227-2600 . COMMERCIAL/INDUSTRIAL CY_ U the accuracy and acceptability or the design hereon: In the event of discrepancies r �r Date 7 S P _ �_, „ . « 7 , CL Q 'i ,. �x F �- _ � . r JTM1A LAND COMPANY LLC �C arlsln after count. a royal or durin construction, the rivate landsca e archtect MARK BY DATE APPR, DATE T � y �,.�,�.. ,. ,,� E❑R W,❑. C❑UR1TY A PUBLIC SERVICE BY 9 Y PP , , 9 P P I q SCALES 1'=30'-0` cL � .Ili! T �. R n I � 1983 W. 190TH STREET 100 .�I shall be res onsib(e for determining an acceptable solution and revising the .laps for REVISIONS F \4 >- � � # FILE N❑, q5- n <C p_ UNDERGROUND SERVICE ALERT p p 9 P ENGINEER COUNTY OF CPQ CERT NO.#,,370, EXP 02 201 7 DATES. H1 V: TORRANCE, CA 90504 approval b the county, I N CD c 00 N N W Uj1 PROPERTY -- R C' , i' -- SIDEUj Uj " W - - _ r`_ - _--�------- �_-_ -CUR— mow UR B Lt_I --- W _ - -- — _ �: — --— — r -TILE __DR- �-NS ---- - - - --- -` -- -- _ --- '-2 — z 2` ,._ _ - - - -- _____ _-_PR❑P❑SED MEDIAN CURBUj }� EL ' F,' '[ - G� 27" EX. SEWER CVWD 18" EX, SEWER CVWD ," Q - _ EX, 24 WATER CVWD _ Q 0 C) Q Q QQQ - o DWG NO 37780 DWG N❑ 22123 Q o _ - - � � 0Q DWG, N❑ 38553 40 Q� - - - - -- -- 2c�Q_ - � O C �o 22 �0 2j Boa +�v z� �o� F _ 00 F, — " r �- - — -— -- -- °° POLK STREET � o o 1 IED IAN ISLANDS PLANT LEGEND FOR FOLK STREET, &2ND AVE,, T'I'LER STREET. TREES SHRU55 QUANTITY STM O SCIENTIFIC- NAME COMMON NAME WATER USES PLANTING 51ZE NEIC�xNT WIDTH QUANTIT`t' Sl'MBO SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE I-IEICx�-IT WIDTH 236 O 5ACCHARIS HYBRID 'THOMPSON 5ACCHARIS LOW / 0.2 5-GAL 31 - , TYLER ETRE 13 SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL LOW / 0.2 24"-5ox 15'-20' 10'-15' 109 HE5PERALOE PARVIFLORA RED YUCCA LOW / 0.2 5-GAL 3' 3'-4' ._l— 13 CORDIA 501551ERI TEXAS WILD OLIVE LOW / 0.2 24"-5ox 15'-20' 15'-20' Ground Cover 7-7-7i Quantity Symbol SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH y;@, U MUS I _ 13-I DALEA CAPITATA 51ERRA GOLD LOW / 0.2 5-GAL g1� -� _ ,��� 0 a L PARV FOLIA CHINESE ELM MOD / 0.5 36 5ox 30 35 25'-30' 44 a.'l .nb i 158 ��n�i DALEA GREGGII TRAILING INDIGO 5U5H LOW / 0.2 5-GAL 11/2 -. -- _ 116 ERICAMERIA LARICIFOLIA TURPENTINE BUSH LOW / 0.2 5-GAL 2'-3' 2'-3' iy °* NOTES. f � ��� �i- 20(o OENOTHERA CAESPITOSA WHITE EVENING PRIMROSE LOW / 0.2 1-GAL (13 2' �� � i I' �I �! 1v. I,i .I 1. THEh€ ! { AN D SHALL CONFO -M TOO ORDINANCE �� R RD ENO 859.3 AND RIVERSIDE GUIDE TO � 18 STAMPED CONCRETE- COLOR TO BE ADOBE RED B1' DAMS COLORS l4" MIN. THICKNESS) � 'g �,,� ,•� �.x; � ` :;�• �;, � C3 - -— ��€I �s.� E is GAL I FORN I A FRIENDLY A �:� •v� E �, �, �_ __----- -— -- __ -_ LANDSCAPING. COUNTY STAN.: DETAIL - - -- IV� ��� ��� ` I;; � u,�� ,1, l•, `�.�__-�___ n :__.. z_� p 2. LINEAR PER UN STANDARD DET L 3 REFER TO SHEET LSD-3 DETAIL STD. H 018 �, � , , IIS L E ,R DEEP ROOT BARRIERS TO INSTALLED FO 11„I BE LLED R ANY TREES WITHIN � FROM ANY HARDSGAPE. � RUNNING SON F3RICK PATTERN 41� J � 1;;� �� I � � , 3. CONTRACTOR TO TO VERIFY ._ �� �� it . . . 1 ..:: . - -- R R ER Y PLANT QUANTITI S FO E 5E RE ORDERING PLANT MATERIAL. {{ } _m . _ � :.i'� I t f •,1, fit \�....._...__... •_-`'_ ....... ...._�.i __ \ - I,r �r COBBLESTONE RIVER ROCK 3 DIA. AND GROUTED WITH 4 MIN. THICKN 55 I ��� :,II 4. WASHINGTONIA SPECIES ARE TO BE COACHELLA VALLEY GROWN. _ � _ L, J z v, — �,-- -- / REFER TO SHEET LSD-3 DETAIL STD. H 01' Ott ,�� - _ - -. �/ 5. DESIGN SHALL COMPLY WITH THERMAL DESIGN GUIDELINES. \� I' ' n ii pI ,; 1v�y. `r a.. /� _ ,..._�_�L�_L_ ✓� DG MIN T 0 C , -, 3 DEPTH 3/8 US DESERT GOLD DECOMPOSED GRANITE IN A � q POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS D R E ALL PLANTERS I � � }l �y z' REE. "CLEAR TRUNK HEIGHT SHALL BE 5 MINIMUM A50VE FINISH GRADE FOR VIEWING UNDER FOLIAGE RI S ATE MATERIALS (�( , „_z; �;,,., __� _ k � .;I� �'1�'�%U 1' �.,,911, !I. ��i. I 3I�:I�-_� � _I :. CANOPY OF TREE. IF MATURE SPREAD DIA. OF TEXTENDS Li REE BEYOND THE CURB FACES, THERE SHALL �,t ,\ z 5E II' MIN. CLEARANCE A50VE ROAD TO THE 5RANCHINGs / FOLIAGE. C l `� l — Q 8. PLANTING AND IRRIGATION IS REQUIRED FOR MEDIAN 5 WIDE OR GREATER UNLESS SIGHT DISTANCE CVWD NOTE: I't1 I �` �= RESTRICTS PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAY5E HARDSCAPE a . Q IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO W MATERIAL. -a. O ATION MAINTENANCE, X41 0 AC M NT OF 9. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT SE PLANTED; PER � �, REP � � REPL � � POLK STREET <L INSTALLED OR 5UILT IN CVWD AND U65R EASEMENTS OR RIGHT-OF WAY WITHOUT FIRST OBTAINING AN COACHELLA VALLEY WATER DI&TRICT (CVWD) INFRASTRUCTURE, ENCROACHMENT PERMIT FROM CVWD. CVWD WILL ONLY 5E RESPONSIBLE FOR REPAIR OR REPLACEMENT 10. NO TREES TO 5E LOCATED WITHIN 15 FEET OF CVWD IRRIGATION SEWER AND WATERLINES. �. ol= AssocATED STREET �sl�l-I�LT AND >�I�DI,�N Cum . c�u�D WILL KEY MAP � 11. MAX. SHRU5 HEIGHT AT MATURITY INSIGHT LINES SHALL 5E 24 A50VE FINISH GRADE COR LESS L� z DEPENDING ON VERTICAL CURVE SIGHT VISIBILITY RESTRICTIONS.) NOT SE RE5PON518LE FOR REPAIR5 OR REPLACEMENT OF N.T.S. Pq 12. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT 5E RE5PON5I5LE FOR REPLACING LANDSCAPING, LANDSCAPE IRRIGATION AND DECORATIVE AND / OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER PAVEMENT. AND/OR SEWER LINES AND/OR SERVICES/LATERALS. -- Wq �' Q These plans have been reviewed by the Coachella Va llec OIL Water District in accordance with California Government Hn Code, Section (o55V et sect. requiring efficient landscape Q and irrigation design in cooperation with the local overnin a snc CCit or Count ) approval of this ry g ` g drawlne by CVWD staff does not constitute approval to ry encroach into district and USER Right-of-Way. Trees, plants, walls and permanent structures of any kind may not be 7' v planted or installed in CVWD and U65R easements or SEE SHEETS LS-1.0 FOR IRRIGATION PLANS Right-of-Way without first obtaining an encroachment permit w � SCALE: 1 from CVWD. 17-71 SEE SHEETS LDS-2 FOR PLANTING DETAILS 0 30 60 90 120 Date Wa' r ana em artment NOTE. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK g o Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. - CVW Fla 3- W- D P "evo me Services Department r w o NOTE. PQSCgp BENCHMARK: SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET 'N❑, F PREPARED BY. o - WORK CONTAINED WITHIN THESE PLANS �O DEE q 2 1/2 BRASS DISK IN CONCRETE AT THE S.W. QUAD S.B.M. PM 30293. PP 24690 I.P. N©. 120016. 4/1/2016 Zi. _ SHALL NOT COMMENCE UNTIL AN C' OF HWY 86 AND AVE 61 STAMPED CALIFORNIA DEPT COUNTY DF RIVERSIDE Q O v' r TRANSPORTATION 198- R 6 14.8 L. 0,3 BELOW GROUND . _ ENCROACHMENT PERMIT AND/DR A z .r �� .� THE THERMAL DIAL TWO WORKING '� o rn TKD ASSOCIATES I'NC. CLUB GRADING PERMIT HAS BEEN AND 3 s.E, of PP#1 95o758D BEFORE ISSUED, W " - -- LANDSCAPE PLANS MEDIAN ISLANDS w w �� DAYS BEFORE � � -+ 71 -711 SAN, JACINTH DR. � > H YOU DIG YOU DIG RANCHO II'IRAGE,,,�`, ELEVATION 375,53 1 niter CALIFORNIA POLK STREET U The private landscape architect signing these fans is responsible for assurin 9 "a P P g g P p g PHONE s760 7 171 a u, ) PLANTING PLAN TOLL FREE ,� �' y:. ,.. USC&GS DATUM 500 1972 ADJUSTMENT, � �- CL t� 1 800 227 2600 the accuracy and acceptability of the design hereon: In 'The event aT discrepancies fl � �r ,,•�-� - ;,w �r I� �� �, ,; �r . COMMERCIAL/ t e .,,., P _., ci arisen after count approval or during construction, w\,� � �_ �.. e��- a .. - 4 M. A PUBLIC SERVICE BY 9 y Pp u g const ucton, the private landscape architect MARK BY DATE APPR, DATE T �� �•«�a _,.�, � �� �� �.. F �dTM LAND C [�.. � P ,q cs � � � � "_ _ " DR COMPANY, LLC W.❑, COUNTY �; : : T O� ,, :, SCALD shall be responsible for determining an acceptable solute and revising the plans for REVISIONS � LE 1 30 0 Q p— UNDERGROUND SERVICE ALERT P 9 P on a e g pas F OF CPQ-\� CERT NO.L031 0 EXPO 02 2017 D/�TE: 198 W. 190TH STREET, �#10fl ' FILE N❑, ENGINEER COUNTY H: V: TORRANCE, CA 90504 approval b the county, � ,� °' 215 - W J W � 1- W W W W Z ' ASEM DOCUM' PROPERTY WAL i R,❑,W EXISTING AG DRAIN 'J X04 E 292 _ DWG NO. 1232 0 �e W � J -_ _ - - --- --------- -- O 10' EQUESTRIAN TRAIL r O �..� 0t - IDE--"-LK �KW ---- _- L _ - N - ------- ------------ 0 -- - - ........ — - -- _ - _- - - - --_ - -- - - _._ _ Mr CURB NOTE: NORTH HALF OF MEDIAN To u' m BE CONSTRUCTED AT TH15 TIME 1,_NE EX. 24" DIP WATER MAIN w O SOUTH HALF 81' OTHERS 51G�S PER CVWD DWG, #39716 W Q PROPOSED E URB T 56+00 57+00 58+00 60+ _ - -- -61 + - J•- + 3"maag awwy mne pawrc mmfi '' aa�J N nano` w'' ?qha �yeaa4 y�na�c`` 4 W11 {µpc awor ennlmcGsaw, Ca.JG..lCa.J 'sn �r` $ F c€ oc '4n - l{ o W , o „ - 62ND AVE NE AC BERM Ek 42" SEWER CVWD 60TH AVENUE DWG NO. 31186605' SIGHT D15TANCE - ' I /// _ I� 4 � f u MEDIAN ISLANDS PLANT LEGEND FOR FOLK STREET, l 2ND AVE. TILER 5TREET. , I SHRUBS E if 1 COMMON NAME WATER USE PLANTING SIZE HEIGHT WIDTH QUANTITY 5YM50L SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH QUANTITY SYMBOL SCIENTIFIC NAME 236 O BACCHARIS HYBRID 'THOMPSON BACCHARIS LOW / 0.2 5-GAL 3' 4'-5' — - I �, s _ I— (F O A TEXAS MOUNTAIN AUREL LOW / 02 24 Box 15'-20' 10'-15 1 13 50PHORA SECUND L R E L 109 HESPERALOE PARVIFLORA RED YUCCA LOW / 0.2 5-GAL 3' 3'-4' z �� 1Nt — Ground Cover 13 CORDIA 5015SIERI TEXAS WILD OLIVE LOW / 0.2 24 B f _ COMMON NAME WATER U5ES PLANTING 51ZE HEIGHT WIDTH Quantity Symbol SCIENTII`fC NAME 13-1 0 DALEA CAPITATA SIERRA GOLD LOW / 02 5-GAL g11 3' I r M MOD / 0.5 36"-Box 30'-35' 2E)'-30' 0 , ULMUS PARVIFOLIA CHINESE ELaw ... .......... 158 DALEA GREGGII TRAILING INDIGO BUSH LOW / 02 5-GAL 1 1/2Uj " 6' 4 f 116 ERICAMERIA LARICIFOLIA TURPENTINE BUSH LOW / 0.2 5-GAL 2'-3' 2'-3' !' - NOTES: i = �r T 206 OENOTHERA CAESPITOSA WHITE EVENING PRIMROSE LOW / 0.2 I-GAL 8"-1' 2' _. ... 1. THE LANDSCAPE AND IRRIGATION SHALL CONFORM TO ORDINANCE NO 859.3 AND RIVERSIDE GUIDE TO T ,r__ 18u STAMPED CONCRETE; COLOR TO BE ADOBE RED BY DAVIS COLORS C4 MIN.. THICKNESS) --- _- CALIFORNIA FRIENDLY LANDSCAPING. _, �.__ : PER COUNTY STANDARD DETAIL 113 - REFER TO SHEET L5D-3 DETAIL STD. H-018IID' AVENUE 2. LINEAR DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6' FROM ANY HARD5CAPE. RUNNING BOND BRICK PATTERN N OUT WITH 4 MIN. THICKNESS Y MAP 3. CONTRACTOR TO VERIFY PLANT QUANTITIES BEFORE ORDERING PLANT MATERIAL. �.-��.�-�_,� GOBF3LESTONE RIVER ROCK, 3"-&" DIA. AND GROUTED KEY 1� 4. WA5HINGTONIA SPECIES ARE TO BE COACHELLA VALLEY GROWN. REFER TO SHEET LSD-3 DETAIL STD. H-01-1 5. DESIGN SHALL COMPLY WITH THERMAL DESIGN GUIDELINES. II II N.T.S. q 6. POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS DG 3 DEPTH 3/5MINUS DESERT GOLD DECOMPOSED GRANITE IN ALL PLANTERS 1. TREES "CLEAR TRUNK HEIGHT" SI-TALL BE 5' MINIMUM A50VE FINISH GRADE FOR VIEWING UNDER FOLIAGE TRI-STATE MATERIALS Ld CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL z BE I"I' MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. 0 8. PLANTING AND IRRIGATION IS REQUIRED FOR MEDIAN 5' WIDE OR GREATER UNLESS SIGHT DISTANCE CVWD NOTE` v Q RESTRICTS PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAYBE HARDSCAPE IN THE EVENT LANDSCAPE MED1,4N5 ARE DAMAGED DUE TO L,J ry q:4 MATERIAL. Of=ERATION, MAINTENANCE, REPAIR OR REPLACEMENT OF I Z 9. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, < ` Q INSTALLED LED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-OF WAY WITHOUT FIRST OBTAINING AN COACHELLA VALLET' W,4TE DISTRICT (CVWD) INFRASTRUCTURE, Q ENCROACHMENT PERMIT FROM CVWD- CVWD WILL ONLY' BE RE5PON515LE FOR REPAIR OR REPLACEMENT 10. NO TREES TO BE LOCATED WITHIN 15 FEET OF CVWD IRRIGATION SEWER AND WATERLINES. OF ,456OCIATED STREET ASPHALT AND MEDIAN CUR5. GVWD WILL ry 11. MAX. SHRUB HEIGHT AT MATURITY INSIGHT LINES SHALL BE 24" ABOVE FINISH GRADE COR LESS NOT BE RE5PON5IBLE FOR REPAIRS OR REPLACEMENT OF ILL! ~ DEPENDING ON VERTICAL CURVE 51GHT VISIBILITY RESTRICTIONS.) Pq 71 12. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING LANDSCAPING, LANDSCAPE IRRIGATION AND DECORATIVE AND / OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER PAVEMENT. U AND/OR SEWER LINES AND/OR SERVICES/LATERALS. z w EX. 15" IRRIGATION LATERAL (123.45-1.3-5.3 LT CVWD DWG NO. pq 2E 708-09) TO BE RELOCATED 5Y FUTURE DEVELOPER PRIOR TO LANDSCAPE IMPROVEMENTS IN PHASE TWO OF MEDIAN ISLAND, These plans have been reviewed by the Coachella Valley Water District in accordance with California Government ry Goole, Section 65591 et sect. recluirine efficient landscape n and irrigation design in cooperation with the local d eoverninQ aceency (City or County), approval of this drawing by CVWD staff does not constitute approval to encroach into district and USSR Right-cif-Way. Trees, plants, walls and permanent structures of any kind may not be SEE SHEETS LS-1.0 FOR IRRIGATION PLANS w hi planted or installed in GVt1,JD and USSR easements or zSEE SHEETS LDS-2 FOR PLANTING DETAILS Right—of-Way without first obtalnin an encroachment permit z from CVWD. SCALE 1" = 30'-0" (A -Z- Ito+ w ry ' o DEPARTMENT IS FOR WORK 0 30' 60' 90' 120' Date UJat r anageme D artment L� NOTE. APPROVAL BY THE TRANSPORTATION _ o Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. _ _ �VWD Plan evelc> m ervices Department ' U NDS( BENCHMARK: SECTION 33, TOWNSHIP' 6 SOUTH, RANGE 8 EAST, SHEET NO, ry o NOTE; �P APF PREPARED BY. W 2 1/2' BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36293• PP 24690 - I.P. No. 120016 4/1/2016 o WORK CONTAINED WITHIN THESE PLANS �� DvCZr !� AND AVE 61 STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE ,`� � ❑F HWY 86 , — L. 0.3' BELOW GROUND o SHALL NOT COMMENCE UNTIL AN o 'er TRANSPORTATION 1986 R 14,8 L THE THERMAL CLUB S r '� ' S.E. 950758D d ENCROACHMENT PERMIT AND/GRA 3. -9� ,� TKD ASSOCIATES, INC. AND 3 S.E. ❑F P V _ DIAL LANDSCAPE PLANS(MEDIAN ISLANDS) Two woRKirIG GRADING PERMIT HAS BEEN ISSUED, W r ' (((� ��-� � 71 -711 SAN JACINTO DR. hi .' � ' ,,>' ELEVATION = 375,53 62ND AVENUE W W � BEFORE �«,� DAYS BEFORE Sig Tia ire � RANCHOg 1'✓IIRA�E, ,CALIFORNIA � U YOU DIG YOU DIG -, 7��-Y1751 PLANTING PLAN ❑F�.4SHTS PHON 760).x 7 , for assuring 5 s. -�. .;' USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL The private Iandscope architect signing these plans is responsibleg r. — _ i :° of the desin hereon: .n the event of d sere anaes TOLL FREE 1 800 227 2600 the accurac and acce tabilit ate � d ,::. , . ,„. s ,,,. „ ,< :�.. - 17 (� U Y P Y 9 P : S \P F >^.,y ,.� U9�< ,; ��-�;.� ,�, . �.,.. ,,r .„a ,r, � FOR:JTM LAND COMPANY, LLC Vol COUNTY .cam 4�..�,+ i ... z APPR, DATE T ..,: {a�� ..,::,_ r. , fir, r to landscape architect U.,,-- .,_ ,�, SCALE 1'=30'—O' 1983 W. 190TH STREET 100' Q A PUBLIC SERVICE BY arising after county approval or during construction, the p Iva p MARK BY DATE qT p� � � ,� �; , ;: # FILE N❑{ a- O►'- shall be responsible for determiningan acce toble solution and revising the plans for REVISIONS F OF CP�-F CER1� NCS°.#, 370, EXE "02/2017 DATE. � H1 V. TORRANCE, CA 90504 ' --I n UNDERGROUND SERVICE ALERT p p ENGINEER COUNTY GL a royal b the county. ,. 50' EASEMENT — LOT 0 E EM _ DOCUMENT NO. 64896 � }g96— PROPERTY EXISTING AG DRAIN BOOK 1804, PAGE 292 ---_—_ BOeK=1Q4 PAGE 292 — ....._ ........ - - - -- - - - ..... 10' EQUESTRIAN TRAIL W W 8' SIDEWALK _- -- - - ---- ------- -- --- -- -- .. .....------ Q - -- U CURB EX. 8" SDR 26 PVC SEWS W I z MAIN CVWD DWG, #39544 W' _ _ _ 62ND AVENUE o -- III -- - r - - _ - PROPOSED MEDIAN CURB --__ t 1 r n 55+00 47+00 48+00 49+00 50 : 00 ;__:___ 5 � T0� 52+00 53+00 4+00 ----- - - --- — - -- --- .--- __ LII' W { _ - - - + .../ 9jmm` All, uw f4 tl w yw ywr w- (�`^�J—� (7 �J : aaRl� 1Ny .tea\\xnl6��nPx�..... S a �,j rJ �(/JJ V i..iv✓ O O � O � x 8 a� g g /k $ g 2 33� F `G.—i �.+' 'G.1 t + '#' t o '�' t + + tow ;yl\ b_-�IIIN' /Y& miPRE' �y�t� 9 4, < t t }... 0 + t + } + W. , r,. o ,- a,ii .. ,,: o ,i a o a '. a• ,:: a. 5,G7J�7 c .� , . fiir,'n"'.<. O O � .... _ "",rrrmc 10' CVWD EASEMENT PER EX, 18"- IRRIGATI®N -- - EX. 42" SEWER CVWD AC BERM PARCEL PLOT C-7-110 LATERAL 123.45-1.3-5.3 LT I NI DWG N❑. 31186 NOTE: NORTH HALF OF MEDIAN TO CVWD DWG NO, 25708-09 ' 5E CONSTRUCTED AT THIS TIME SOUTH HALF 591' OTHERS 50' EASEMENT --___ — — DOCUMENT NO. 60472 PROPERTY EXISTING AG DRAIN _ SITE TORR BRAIN— BOOK-1795, -P_A-GE_151 WALL I n"i N❑.r_ 12 2 W' - W _ - --- _ ---- _ — ... ............ ... .. --- -- - -- ----- _ _----------- - -- - ----- ------ - ..... _ -- - - _-_---_----- 10' -- 10' EQUESTRIAN TRAIL = W U. � � W LO 8 SIDEWALK Uj N W _- -_ --- _ - - _ ---------- --- Z —� CURB —� � S 62NDAVENUE - _ ---- W w --- - _ - - -- ---------- 43+00 =- - r : '38+00 39+00 40+00 4 +00 42+00 43+00 00 45+00 46+00 1N v R W \ \w Mm \\P m m / axw � J a a*` ¢ mPPa Mre � �. \✓ y//�� �{y/J� ./ � akg � + + + + + mmR � �'nnPR O , �axP� O O O - O - - _ - ; ; - + " -- _. ,w., > � ,C ''rT„,`aVn+,/ nj„„.,nr4i.-Nmn a W,—....pir aF ,•,+xn,.'ir,a JP` b nrnP, ' hi iRf"`.a �,M . /'1 , _.{. _ rr r, _ - _ _ rr, - - - - + -F -- + + + + + = O _ O O_ O _ O � O. .-n--'--^—' RM 10 CVWD EASEMENT PER NOTE: NORTH HALF OF MEDIAN TO PARCEL PLOT C-7-110 LATERAL G NO, 2570 .3 LT 5E CONSTRUCTED AT THIS TIME EX. 42" SEWER CVWD CVWD DWG N❑, 25708-09 SOUTH HALF 591' OTHERS DWG N❑, 31186 MEDIAN ISLANDS PLANT LEGEND FOR FOLK STREET, 62ND AVE., 60TH AVENUE — L T9r'LER STREET. � —-TREES SHRUSS ' -__ '. /-----' M- WATER USES PLANTING SI HEIGHT WIDTH QUANTITY SYMBO SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH QUANTITY SYM50 SCIENTIFIC NAME COMMON NA E ER E PL G ZE E D I 'THOM SON ACCHARIS LOW / 02 5-GAL41-51 'I I 236 � SAGCHARIS HYBR D P B 3 13 SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL LOW / 0.2 24"-5ox 15'-20' 10'-15' " 109 HESPERALOE PARVIFLORA RED YUCCA LOW / 0.2 5-GAL 3' 3'-4' I�" 13 CORDIA 501551ERI TEXAS WILD OLIVE LOW / 02 24"-5ox 15'-20' 15'-20' Ground Gower Q Quantity Symbol SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH I q13-1 DALEA CAPITATA 51ERRA GOLD LOW / 02 5-GAL � I Li 0 ULMUS PARVIFOLIA CHINESE ELM MOD / 0.5 36 -5ox 30'-35' 25'-30' W z r 158 DALEA GREGG(I TRAILING INDIGO 5U8H LOW / 0.2 5-GAL 11/2" 6' W - W L7 Q :212' 116 ERICAMERIA LARIGIFOLIA TURPENTINE BUSH LOW / 02 5-GAL 2'-3' 2'-3' � i ©, Cit 1 Q NOTES: M 206 OENOTHERA CAESPITOSA WHITE EVENING PRIMROSE LOW / 0.2 1-GAL 8"-1' 2' r ;rJ,I -' Cn Z 11 RIVERSIDE TO _ AN SI GUI I. LJ 1. THE LANDSCAPE AN IRRIGATION SHA CONFORM TOO ORDINANCE NO 859.3 D R VER DE DE E L D PE D RR LL RM RD E r.a._ �.<, 18 STAMPED CONCRETE, COLOR TO EE ADOBE RED BY DAMS COLORS C4 MIN. THIGKNESS� Q G[ - —.. _ 113 - F TO SHEET , 5 -3 TA( ST . H-018 - — ._ �_ _1 1— CALIFORNIA FRIENDLY LANDSCAPING. PER COUNTY STANDARD DETAIL REFER EE L D DETAIL D V ATT 2. LINEAR DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6 FROM ANY HARDSCAPE. RUNNING BOND BRICK PATTERN 1 ' , ,�; � , " n n _. _ _ r. . IA t 3. CONTRACTOR TO VERIFY PLANT QUANTITIES BEFORE ORDERING PLANT MATERIAL. .., � OGK 3 6 IA. AN GROUTED WITH 4 MIN. THICKNESS J e_ __ �`_ � _ . r COBBLESTONE RI VER R D D _ i— 4. WASHINGTONIA SPECIES ARE TO 5E COACHELLA VALLEY GROWN. REFER TO SHEET LSD-3 DETAIL STD. H-01"1 '� fYl 5. DLi ESIGN SHALL COMPLY WITH THERMAL DESIGN GUIDELINES. —-- :- -- G 31' DEPTH 3/8" MINUS DESERT GOLD DECOMPOSED GRANITE IN ALL PLANTERS 6. POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS D DEP T= -_ -- Z U -f. TREES "CLEAR TRUNK HEIGHT" SHALL 5E 5' MINIMUM A50VE FINISH GRADE FOR VIEWING UNDER FOLIAGE TRI-STATE MATERIALS 62ND AVENUE CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE EXTENDS 5EYOND THE CURS FACES, THERE SHALL EY MAP a J 5E 1-(' MIN. CLEARANCE A50VE ROAD TO THE BRANCHING / FOLIAGE. CVWD NOTE- ,_, Gq 8. PLANTING AND IRRIGATION IS REQUIRED FOR MEDIAN 5 WIDE OR GREATER UNLESS SIGHT DISTANCE U TO IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE - I— <E N.T.S. These ions have been reviews b the Coache Va e RESTRICTS PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAY5E HARDSCAPE I� `� MATERIAL. OPERATION, MAINTENANCE, REPAIR OR REPLACEMENT OF Water District In accordance with California Government H INF A5T UCTU , COACH A VALLEY' WATER DISTRICT (CVWD) R R RE, i-- J 9. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES of ANY KIND SHALL NOT BE PLANTED, ELL LLE Code, Section X5591 et seq. re ulrin efficient landscape _ , WITHOUT FIRST T O TAINING AN H INSTALLED OR SUILT IN CVWD AND USSR EASEMENTS OR RIGHT OF WAY W RS B CVWD WILL ONL91' BE RE5PON51BLE FOR REPAIR OR REPLACEMENT and Irri anon dellen In cooperation with the local L3 ENCROACHMENT PERMIT FROM CVWD. 5T T A5 'HA T AND MEDIAN CURB. CVWD WILL p Li WAT IN S. OF ASSOCIATED REE P L governing agency CGity or CountyJ_ approval of this 10. NO TREES TO 5E LOCATED WITHIN 15 FEET OF CVWD IRRIGATION SEWER AND ERL E 5 O AGEMENT OF „ NOT BE RESPONSIBLE 1=0R REPAIR R REPLACEMENT drawin b CVWD' staff does not constitute approval to Il. MAX. SHRUB HEIGHT AT MATURITY INSIGHT LINES SHALL BE 24 ABOVE FINISH GRADE (OR LESS � � �� TIV - _ _ 1--+ VERTICAL CURVE SIGHT viSi I ITV ST ICTIONS.� LANDSGAPING-� LANDSCAPE IRRIGATION AND DECORATIVE encroach into district and I�SBR I<'i ht of U.1a . Trees plants. DEPENDING ON VER L R E 8 L RE R g � , � , rY 3 12, NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT 5E RESPONSIBLE FOR REPLACING PAVEMENT, walls and permanent structures of an, kind may not be I'-I AND / OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER w w 11 planted or installed in CVRD and USER easements or U AND/OR SEWER LINES AND/OR SERVICES/LATERALS- EX. 18 IRRIGATION LATERAL (123e45-1.3-5.3 LT CVWD DWG NO. Ri ht-of-Wa without first obtainin an encroachment permit d 25108-09) TO BE RELOCATED X Y FUTURE DEVELOPER PRIOR TO 1 from CVWD. g SEE SHEETS LS 1 O FOR IRRIGATION PLANS W, LANDSCAPE IMPROVEMENTS IN PHASE TWO OF MEDIAN ISLAND. SCALE: 1 = 30 -0 U Zr_ Its E HET LDS-2 FOR PLANTING DETAILS 0 30' 60' 90, 120' Date Wate na ement r er,t = I'- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK LD Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. GVW© Plan ED r O Ve o mien a ices Department F-1 - NATE BENCHMARK: SECTION 33, TOWNSHIP 6 SOUTH, w _ �PNDSCAp PREPARED BY: RANGE $ EAST SHEET NO, 1 — WORK CONTAINED WITHIN THESE PLANS �a .DOC 9 2 1/2° BRASS DISK IN CONCRETE AT THE S.W, QUAD S.B.M. PM 36293, PP 24690 - I.P. No. 1201616 4/112016 1 ` SK Z/ �� OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY ❑( RIVERSIDE v, SHALL NOT COMMENCE UNTIL AN �� a,P F , ,: y TRANSPORTATION 1986 R-14,8 L. 0,3' BELOW GROUND L — 2 ,-4 ENCROACHMENT PERMIT AND/ORA `� � -' THE THERMAL CLUB DIAL �� © ' TKD ASSOCIATES, I'NC. AND 3' S.E. OF PP# 950758D � 0 Two WORKING GRADING PERMIT HAS BEEN ISSUED. w5 y r � _ LANDSCAPE PLANS (MEDIAN ISLANDS) ;� ���.�N6 71 711 SAN JACINTO DR. _17Q BEFORE DAYS BEFORE RANCHO 11AG F, CAhIFORNIA 62 AVENUE W (� YOU DIG ELEVATION = 375.53 U YOU DIG ' attire ' r� ' P H ON E Ori Ins :s res onsible for assurin -1 X51 PLANTING PLAN DF4SHTS p � The private landscape architect sign ng these pa p g `� . _ ._� .;F s � USC&GS DATUM + 500 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL TOLL FREE 1-800-227-2600 n the event of discrepancies C ] the accuracy and acceptability of the design hereon: I p Dgte 5 ;iv,:, S r, t. . FOR:JTM LAND COMPANY, LLC W,EI. COUNTY arisen after count approval or during construction, the private landscape architect DATE APPRr DATE l �.._���ur� =.x„_....,�:� � �_ �-.,,, ��_.,_ • � �° Q A PUBLIC SERVICE BY 9 y PP 9 P , , MARK BY 0_ t qTe F - - SCALE 1#=30'-O' g s, 1983 w. 190TH STREET, #100. FILE NO. _I UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for REVISIONS CPLD CERT NO. 2 170, EXP 02/2017#&AT H1 V1 TORRANCE, CA 90504 ' �- ENGINEER COUNTY I �- approval b the county, �� tl 50' EASEMENT EXISTING AG DRAIN LOT 225 DOCUMENT NO. 60472 'n\./rF-, _ON�:SITE STORM DRAI,,�, BOC4-1-795-,-RAGE 151 WALL: 10 122 2 ......... ..... .............. ................ —----- ....... Uj ---_______-- -----_-____ — -- ....... ----------_-_----.............................................. ------......... wEl a a E3 a E3 a a E3 a E3 8 E3 a a El a E3 E3 a a a E3 13 a El a 10' EQUESTRIAN TRAIL w R t a a a a a a a a a 8 a 8 a a a a a a a a a a a IF Uj 8' SIDEWALK Uj z .................. ----------- ................................... ..................... U) Z CY) 62ND AVENUE CURB �- Mr w Z Uj rw-40 ri 14 a 36+..00.......... PROPOSED......M..... ED IA3N7...........+.... CURB B ........... F- z - - --- -­­ ­ W ........ - -_ < + + + Cl + + It + 10" + + + + -- - 0 1 + +_ +... + + 3' 3' D —A + .... ..... ......... + 6s,ISN HI ........... ............ —--_---- I ............ ---------- ... ............ - ------------------- -—-- -­------------- ................. ....................... ............ ---------- - --- ----------­­ ------- 10' CVWD EASEMENT PER 42" SEWER A C BERM AC E F PARCEL PLOT C-7-110 DWG NO, 31186 1 M0 NOTE: NORTH HALF OF MEDIAN TO .0 IM 5E CONSTRUCTED AT TH16 TIME SOUTH HALF 5'I' OTHERS PROJECT LIMIT 50' EASEMENT PROPERTY EXIS7iNG-AG__DR4LN DOCUMENT NO. 60472 W TORM D IN R.0. R1O1W —DWG 0-- W WALL CVWD EASEMENT NO, 1232 BOOK 1795 PAGE ——--------......... EQUE�; I KIAN _TRA - - - - - -------- .............. ----------.......................................... ------------------- w .......... Uj QUESTRIAN TRAIL R R E3 13 19 a a a a a 13 a a a 13 a a a E3 E3 13 E3 E3 a E3 E3 13 13 B E3 M E3 13 E3 E3 a E3 E3 E3 E3 G 19 t Uw) SIDEWALK Uj 8' SIDEWALK z C) ------------- ---- ----------- ........................... .......... -- ---- ------------------------- ----------------------------------................... ------­-­------ _24" DOMESTIC ---MR EX W A ---- -- .......... MAIN CVWD DWG, #39544 THERMAL CLUB ....................... ---- - -------- L FUTURE PHASE Uj On h I =% A I lr= h I A V r. 1 N ID Z 1'4 U t tJ E Uj PROPOSED MEDIAN CURB ----------__--_-_-_- -------aa-=- .............. - --------- -,q 0 D .......-7!]fN_---­­­­­1 19 2a-= ............ ,ra .......... ...... c 0 Q n CD + + + + 0 tLA 0 00 0 0000 0 000 e 6) " (D G (D 0 Q 0 C)(D Q C� Q 0 Q !2 Q Q 0 C) C) C) Cc) e (9) ralc.WT I + +) (D .......... Q 0-0-- __0_ -------0------0____(D 0_0----------------- X L_�� + 1111111111.+­­­­­ + C+ Al P P tea .......... ----------- 1�0 -Cl-0----------0- ­­0------c-, _0 0, ............................................ .................. - ----- -2 CVWD .......... X­ lao STORM- DRAIN-- 0 AC BERM L SEWER E IRRIGATIEIN L�T I M I N1 DWG NOi 31186 LATERAL 123,45-1,3-5.3 1 T CVWD DWG NO, 25708-09 21 NOTE: NORTH HALF OF MEDIAN TO 5E CONSTRUCTED AT THIS TIME SOUTH HALF 5'1' OTHERS MEDIAN ISLANDS PLANT LEGEND FOR f=OLK STREET, ro2ND AVE., 60TH AVENUE 7)"L E R STREET. ;o�_ -11, ­­_ --- ­ -------------- ------- ................- L REES SHRUBS QUANTITY -SYM50L SCIENTIFIC, NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH QUANTITY SYM50L SCIENTIFIC: NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH 23(o 5ACCHARIS HY5R1F_> -THOMF`6ON 5ACCHARI6 LOW 0.2 5-GAL 3 13 5OPHORA 5ECUNDIFLORA TEXAS MOUNTAIN LAUREL LOW 0.2 24"-5ox IFPI-201 101-15, 1013 -ARVIFLORA RED YUCCA HEePERALOE f LOW 0.2 5-GAL 31-41 I Ail 11"L N Ground Cover 13 CORDIA 50166IERI TEXAS WILD OLIVE LOW 0.2 24"-Box 15'-20' 15'-20' tjv WATER USES PLANTING SIZE HEIGHT WIDTH Quantity Symbol SCIENTIFIC NAME COMMON NAME 131 DALEA CAPITATA SIERRA GOLD LOW 0.2 5-GAL A 0 ULMUS PARVIFOLIA CHINESE ELM MOD 0.5 aro Box 30'-35' 25'-30' -j tl 156 DALEA GREGGI I TRAILING INDIGO 5U6H LOW 0.2 5-G4L 1 1/2 l7 ................................................. Uj j! �,w �R 1110 ERICAMERIA LARICiFOLIA TURPENTINE 5U6H LOW 0.2 5-GAL 2'-3 21-31 Z NOTES: LD all 2O6 OENOTHERA CAE5PITOSA WHITE EVENING PRIMROSE LOW 0_2 1-GAL 21 A 4 �JIA)i all 5T 1. THE LANDSCAPE AND IRRIGATION SHALL CONFORM TO ORDINANCE NO a5133 AND RIVERSIDE GUIDE To AMPED CONCRETE. COLOR TO 5E AD05E RED 5Y DAVIS COLORS (4" MIN. THICKNESS) W 7-"; CALIFORNIA FRIENDLY LANDSCAPING. TE PER COUNTY STANDARD DETAIL 113 - REFER TO SHEET LSD-3 DETAIL STD. H-010 RUNNING 5OND 5RICK PATTERN < 2. LINEAR DEEP ROOT 5ARRIERS TO 5E INSTALLED FOR ANY TREES WITHIN ro' FROM ANY HARD5CAPE. 3. CONTRACTOR TO VERIFY NT QUANTITIES 5EFORE ORDERING PLANT MATERIAL. !E' T CO55LE5TONE RIVER ROCK, 3"-ro" DIA. AND GROUTED WITH 4" MIN. THICKNE65 Uj J, 0 CL 4. WASHINGTONIA SPECIES ARE TO BE COACHELLA VALLEY GROWN. -3 DETAIL STD. H-01"I REFER TO SHEET LSD DESIGN GUIDELINES. 5. DESIGN SHALL COMPLY WITH THERMAL DIE r1l IDG 3" DEPTH 3/a" MINUS DESERT GOLD DECOMPOSED GRANITE IN ALL PLANTERS ro, POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS .........._­­ 1. TREES "CLEAR TRUNK HEIGHT" SHALL BE 5' MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE TRI-STATE MATERIALS CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURS FACES, THERE SHALL 62ND AVENUE Z U 5E I'll MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. Ltj S. PLANTING AND IRRIGATION 18 REQUIRED FOR MEDIAN E5' WIDE OR GREATER UNLESS SIGHT DISTANCE CVWD NOTE: KEY MAP o I RESTRICTS PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAYBE HARDSCAPE IN THE EVENT LANDSCAPE MEDIANS ARE DAMAGED DUE TO PC) MATERIAL. N.T.S. < e. TREES, PLANTS, WALLS, 5iDEWALK5 ,4NO PERMANENT 5TRUCTURE5 OF ANY KIND SHALL NOT 5E PLANTED, OPERATION, �IAINTENANCE, REPAIR OR REPLACEMENT OF These plans have been reviewed b the Coachella Valle� F___4 GOAGHELLA VALLEY' WATER (5T ICT (GVWD) INFRASTRUCTURE U INSTALLED OR BUILT IN CVWD AND U65R EASEMENTS op, RIGHT OF WAY WITHOUTFIRST 05TAINING AN Water District in accordance with California Government I ENCROACHMENT PERMIT FROM CVWD. CVWD WILL ONLT' BE FRE5FON515LE FOR REPAIR OR REPLACEMENT Code, Section 6551BI et seq. requiring efficient land.5cape n 10. NO TREES TO 5E LOCATED WITHIN 15 FEET OF CVWD IRRIGATION sewER AND WATERLINE-5. OF 4550CIATED 5TREET A5FHALT AN[) MEDI,4N CUR5. CVWD WILL and jrrj!@ation desi!@n in cooperation with the local I]. MAX. SHRUB HEIGHT AT MATURITY INSIGHT LINES SHALL BE 2411 ABOVE FINISH GRADE (OR LESS NOT 5E RE&FON515LE FOR REFAIRS OR REPLACEMENT OF DEPENDING ON VERTICAL CURVE SIGHT VISIBILITY RESTRICTIONS.) eovernin!@ agency (City or County). approval of this 12. NO PERMANENT STRUCTURES WITHIN C:vWr,> EASEMENTS. CvWD WILL NOT 5E RE51=ON815LE FOR REPLACING LAND5GAFING, L,4NF-)5C;,4f=E IRRIGATION AND F-)EGORATIVE drawing by C:VWr:) staff does not constitute approval to F-4 AND / OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER WATER PAVEMENT. encroach into district and USSR RI ht-of-LU Trees, plants, ry AND/ORSEWER LINES AND/OR SERVICES/LATERALS.ill walls and permanent structures of any kind may not be Ill 1 . 1 EX. ]a'' IRRIGATION LATERAL (123.4E-�-13-53 LT CVWD DWG NO, planted or installed in CVWD and USSR' easements or U 25'10(5-013) TO 5E RELOCATED 5Y FUTURE DEVELOPER PRIOR TO 71 Right-of-way without First obtalnin!@ an encroachment permit SEE SHEETS LS-1.0 FOR IRRIGATION PLANS LANDSCAPE IMPROVEMENTS IN PHASE TWO OF MEDIAN ISLAND. SCALE: 1" 30'-011 from C:VWD. o (0-?-_ I IV SEE SHEETS LDS-2 FOR PLANTING DETAILS 0 30' 60' 90, 120' Date Wat4f ana(::1em t�d pa rtment NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK .. Plan 14M WITHIN THE ROAD RIGHT-OF-WAY ONLY. FV`WD Fla U DreVolo pm2LeServices Department ry LLJ E:1 NOTEi Ntzsck,�Aq BENCHMARK: SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, PREPARED BY: > WORK CONTAINED WITHIN THESE PLANS 2 1/2' BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36293, PP 4/1/2016 DO _24690 - I.P. No, 120016 ED AAAA/V\,'� VVV\AAAIM SHALL NOT COMMENCE UNTIL AN OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE A?, TRANSPORTATION 1986 R-14.8 L� 0,3' BELOW GROUND THE THERMAL CLUB V < DIAL ENCROACHMENT PERMIT AND/OR A TKD ASSOCIATES, INC. AND 3' S.E. OF PP# 950758D L 5 TWO WORKING J_ U f:::� GRADING PERMIT HAS BEEN ISSUED, j n LANDSCAPE PLANS(MEDIAN ISLANDS) LJ BEFORE DAYS BEFORE -711 SAN JACINTO DR. L,J 71 > U YOU DIG YOU DIG RANCHO WR GE CAL1,FORNIA ELEVATION 375.53 62ND AVENUE U F I rjignbIture /� 'e`,/ STORM, D R,1 2 L 6UE J. The private landscape architect signing these plans is responsible for assuring PHONE 60) 7h- PLANTING PLAN ❑FL-4SHTS ry U 8p L— -00- "V USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL 0 TOLL FREE 11- 227-2600 the accuracy and acceptability of the design hereon, In the event of discrepancies t, 'I., arising after county approval or during construction, the private landscape architect I'll FORiJTM LAND COMPANY, ULC w,n, 0- A PUBLIC SERVICE BY MARK BY DATE APPR, DATE L=�L-Lyl �� COUNTY _j 0- shallbe responsible for determining an acceptable solution and revising the plans for REVISIONS SCALE 1'=30'-O' 1983 W. 190TH STREET, #100 FILE NO < n UNDERGROUND SERVICE ALERT OF cc, CERT""NO.#2370, EXR, "' 02 201 H1__ V: 1 approval by the countyi EN61NEER COUNTY TORRANCE, ✓CA 90504 7-0- A W —NOT-F-:- E AST 1.. ALFOF ME-D I SL TO W - W 5E CONSTRUCTED AT THIS TIME 0- -o- (E) IID DUBANK T I-1,4 HE R +00 39 00 41 + 00 43+ 00 4 + 0 (I) _ r l v v 0 4+ + O + + + + J t of ❑ v o P + D �-- ) 12" 1R LINE EX, 14" IRRIGATION LATERAL ---- PROPOSED 12"CL350 Oo -------- -- --- - ___ PROPOSED - _ --- — - -- __ ____ __ _ _ __ _ ------ _ _ _ �-O--U-SBR.__ — w _ _ __ - - YL T- - - - � -- 123,45 113 416LT 115 T SCIS DIP WATER LINE - - - __. - _ - _ - PER _ _ �, IRRIGATION EASEMENT ABANDONED CVWD DWG NO. 2486 __ _ E CVWD DWG#____ _- _ - INSTRUMENT NO. 15 . .. _ CURB --- - -— -- ..._ ------ - __ __. ___ __ _ -- - - -- _ -- - --- - -- - -- - - -- --- _ - - ...... ----- -_ ......... .... _ - --- - - - -- ......... ._._..... 6' SIDEWALK E W Z - - 10' EQUESTRIAN TRAIL R,O,W f'- Q � j NOTE- ,46T HALF OF 1`1 IAN TO 605" SITE ®ISTANGE ED -o- 5E CON6TRUCTED AT TN I6 T IME LTJ' EST , T4�E TYLER STREET' I I ( i l l L Y /"t INE 30+00 -- -- _ ---CL 31 + 00 32+00 33+00 34+00 - 3,5+00_ -- 36+00 3 a r x PROPOSE (P) 12 IRRIGATION _.. .___.-...__..—.__.. _ _ — 1 ---- 1-- 18 SDPER U Ulm - _ PROPOSED 12 CL350 HT DIP WATER _LINE _ - IRRIGATION - - -- - L 4 R I I L a _ - _ - I R GAT ON EASEMENT NT - = ---= - = 50' EASEMENT PER CVWD DWG#_ CURB 5 C.� -tom _ INSTRUMENT NO. 1597 - - W - ,DOCU-MEN_T NO. 60472 - _.. - — —------ --------._ ..---- -... - - ._ — --. .......-------------- - ---------- -- -. __ - - _.. --- __._..._..__ ._......... .... ---- - ------ ---------------- 6' - - --- — --- --- - ' ! 6' SIDEWALK ` 13 r 10' EQUESTRIAN TRAIL l PARCEL R,OW (E) 12" DI EASEMENT PER DOCUMENT EX. 12" AVE 62 DRAINLINE WATER LINE PER - NO. 2015-0134822 CVWD DWG NO. 1232 CVWD DWG#40750 RECORDED 4-30-15 j I LER STRE �MDIRTD6 PLANT LEGEND FOR FOLK STREET, 2ND AVE., WIM SHRUBS 1 TREES �aI HEIGHT WI TH fl -_ SII QUANTITY 5YM60 SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT IUIDTI-4 QUANTITY S°�'MBO SCIENTIFIC: NAME COMMON NAME WATER USES PLANTING SIZED 236 O 5ACCHARI5 HYBRID 'THOMP50N BACCHARI5 LOW / 0.2 5-GAL 13 SOPHORA SECUNDIFLORA TEXAS MOUNTAIN LAUREL LOW / 02 24"-5ax 15'-20' 10'-15' -- I. 1013 HESPERALOE PARVIFLORA RED YUCCA LOW / 0.2 5-GAL 3 31-41 1' Ili a Ground Cover !, !. 13 CORDIA 5015SIER1 TEXAS WILD OLIVE LOW / 02 24"-5ox 15'-20' 15'-20' TI"1 �� rig ' ;I - Q Quantity Symbol SCIENTIFIC NAME COMMON NAME WATER USES PLANTING SIZE HEIGHT WIDTH Q 137 DALEA CAPITATA 51ERRA GOLD LOW / 0.2 5-GAL all 31 Li 0 ULMUS PARVIFOLIA CHINESE ELM MOD / 0.5 36 Box 30'-3E)' 25'-30 „ - ^ ?"N — it I i:. /� ! a<� 8 �1 ll:-i .: 15a �pin„r DALEA G�REGCxiI TRAILING INDIGO BUSH LOW / 02 5 GAL 1 1/2 6 Z � .` ; ,,Is �R IA ICIFO IA TURPENTINE BUSH LOW / 02 5-GAL21-31 1 11� ERICAMER LAR L RPE 2 3 Q NOTES= II 3Iy , ; .� - I: W Q 206 OENOTHERA CAE5PIT05A WHITE EVENINGS PRIMROSE LOW / 0.2 1-GAL a -1 2 C _'r �' � ` ��, f � -� � -- ,, IV SI U TOIll! � .� ,I I TOO ORDINANCE NO 859.3 AN G , I: THE LANDSCAPE AND IRRIGATION SMALL CONFORM RD E D R RIVERSIDE DE DAVISVI: (4 MIN THICKNESS) ,,,... :. Q Q E Ld¢_ _ la STAMPED CONCRETE. COLOR TO BE ADOBE RED BY DA 5 COLORS E ,- . �:�; ;;rr�, ' -��I a-1 .� _. }— - - H-016 CALIFORNIA FRIENDLY LANDSCAPING. PER COUNTY STANDARD DETAIL 113 REFER TO SHEET LSD 3 DETAIL STD. Z. ON ICK PATTERN 2. LINEAR DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6 FROM ANY HARDSGAPE. RUNNING BOND C �-^ moi II \ YIn 3. CONTRACTOR TO VERIFY PLANT QUANTITIES BEFORE ORDERING PLANT MATERIAL. 6 IA_ AN GROUTED WITH 4 MIN. THICKNESS >- � COBBLESTONE RIVER ROCK, 3 D D R ITI 4. WASHINGTONIA SPECIES ARE TO BE COACHELLA VALLEY GROWN. REFER TO SHEET LSD-3 DETAIL 5TD- H-01-1 P� z 5. DESIGN SHALL COMPLY WITH THERMAL DESIGN GUIDELINES. �� ,I DG 3 DEPTH 3/8 MINUS DESERT GOLD DECOMPOSED GRANITE IN ALL PLANTERS C 6. POTABLE WATER METERS ARE SIZED TO INCLUDE FUTURE LANDSCAPE AREAS POL STREET Z U 1. TREES CLEAR TRUNK HEIGHT SHALL BE 5 MINIMUM ABOVE FIN15H GRADE FOR VIEWING UNDER FOLIAGE TRI-STATE MATERIALS W CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL p BE II' MIN_ CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. CVWD NOTE: KEY MAP W I TAMC IAN 5 WI O AT UNLESS SIGHT S E 8. PLANTING AND IRRIGATION IS REQUIRED FOR MED pE R GREATER LE C-� D I--- IN THE EVENT LA4ND5C,4PE MEDIA4N5 A4 D�4MAC�ED DUE TO These plans have bereviewed k� the Coachella Valles RESTRICT5 PLANTING, MEDIANS NOSE AND TRANSITIONS FROM TURN LANES MAYBE HARD5CAPE p. [� —+ MATERIAL. OP=ERATION, MAINTENANCE, REi=A1R OR REPLACEMENT OF Water IDIstrict in accordance with California Czovernment Code Section 65591 et se requiring efficient landscape 9. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, C0�4G1-4ELL�4 1/A4LLE� UJ,4TER DISTRICT (GVI,UD) INFIE',4STRUGTufi"'�'E, N.T.S. � C{ � T OBTAINING AN and irrigation ation desi n In cooperation with the local INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY WITHOUT FIRS 8 � CVWD WILL ONLY 8E RESI=ON5ISLE FOi� REi=�41 OR i�EPLAGEMENT g g p LD Q ENCROACHMENT PERMIT FROM CVWD. CVU1 111`1 governing a enc (Cit or Count ). approval of this w OF A660C,14TED STREET ASPHALT AND MEDIAN CURB D LL g y �'►? 10. NOT S TO LOCATED WITHIN 15 FEET OF C IRRIGATION SEWER AND WATERLINES. REE BE ED EE CVWD drawing b CVWD staff does not constitute approval to II NOT BE RESfi=ONSIBLE FOR REPAIRS OR REl`'LAGEMENT OF J y �'p 11. MAX. SHRUB HEIGHT AT MATURITY INSIGHT LINES SHALL BE 24 ABOVE FINISH GRADE (OR LESS encroach into district and U5 i ht- '-' DEPENDING ON VERTICAL CURVE SIGHT VISIBILITY RESTRICTIONS.) LANDSCAPING, LANDSCAE'E Ifi�i�fC-�AT10N AND DC0��4T(VE i5i� fi� g of UJay,. Trees, plants, 3 12. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR REPLACING walls and permanent structures of any kind may not be PAVEMENT. MAINTAINING ANY DECORATIVE CONCRETE AN / OLANDSCAPING INSTALLED OVER WATER planted or installed in CVWCD and USSR easements or ' Li Li AND / OR NING N DE RA VE REE D R H AND/OR SEWER LINES AND/OR sERvlcEs/LATERAD. SEE SHEETS LS-1.0 FOR IRRIGATION PLANS Right-of-UJay without first obtaining an encroachment permit SCALE: 1 - II from CVWD_ . W SEE SHEETS LDS-2 FOR PLANTING DETAILS I' _ 3,a ' UP-21-A 0 0 30' 601 901 120' Date uta r Manageme artment NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 06 o p WITHIN THE ROAD RIGHT-OF-WAY ONLY. VWD Flan ,--+ evel©, t ervlces De artment BENCHMARK - SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO. o NOTE: �PNDSCgpF PREPARED BY. ” 2 1/2 BRASS DISK IN CONCRETE AT THE S.W. QUAD S.B.M. PM 36293 PP 24690 — I.P. No. 120Q16 4/1/2016 > - WORK CONTAINED WITHIN THESE PLANS - �tc0 SK.DOC2r 9� OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY ❑F RIVERSIDE — SHALL NOT COMMENCE UNTIL AN �w e�P tiL p , ,, � TRANSPURTATIUN 1986 R-14.8 L, 0,3' BELOW GROUND Q ENCROACHMENT PERMIT AND/ORA s THE THERMAL CLUB TKA ASSOCIATES' INC. AND 3 S.E. OF PP# 950758D DIAL Two WORKING GRADING PERMIT HAS BEEN ISSUED, " a n LANDSCAPE PLANS (MEDIAN ISLANDS) W BEFORE t � --� 71 —711 SAN JACINTO DR. ELEVATION = 375.53 DAYS BEFORE RANCHO M SAGE CC ;LIFORNIA TYLER STREET YOU DIG YOU DIG Sig f ure 9; , AA 1. ., PHONE O 7 17151 PLANTING PLAN The private landscape architect signing these laps is responsible for assuring (... :. � .� ❑F .4SHTS I— P P 9 9 P P 9 � A-~ w.. :: .ts� � ,� F?:,�. ,;� USC&GS DATUM + 500 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL — . TOLL FREE 1-800-227-2600 the accurac and acce tabdlt of the desi n hereon: In the event of discre anc�es r �, r ; ,r.,. UY P Y 9 P � date � �P �N ��w��� . �. JTM LAND COMPANY LLC W, -, 1 f e A F❑R , ❑ COUNTY ATE l _. A�_ _ CL Q ', arisen after count approval or Burin construction the private landscape architect i APPR, D � SCALE: _ _ 9 Y PP 9 r P P MARK BY DATE A PUBLIC SERVICE BY �9 } _ r SCALE' 1 30 0 983 W. 190THSTREET, 1OOi' C>✓. � determining T F�_ ,. e: . 1 # FILE NO, ` .rr r i the plans for REVISIONS F � —1 ' shall be responsible for deter�inin an acceptable solution and revise L UNDERGROUND SERVICE ALERT P 9 P 9 P CP CERT NO. 370, EXP 22017 DA � � approval b the count : ENGINEER COUNTY H' V� TORRANCE, GA 90504 E:::D OTE- MANUAL FLOP VAL TO BE A ER COUNTY OF RIVERSIDE TO BE A "CALE EGUIREWNTS SENSE 2 ICALESENSE 2 SSE-R.* SSE-R.0 ENCLOSURE ENCLOSURE ---4 J3 4 Al a. lit 6 :U. LL ,0 -IF I A, V, ZD 4 N�Oor 7: WINIMUM (5) YEAR C13 ICAT1134 PLAN U. FOR CENTRAL CONTROL SYSTE (GPRS) 4 SECTION A ) 4 W ---U r n A d 11U AIV e 2 7-4117 NOTE; y 40 CUT ALL PVC,CONDUIT Z1 A13OVE tGr ROUND VALVE. BOX, SEE SPECIFICATIONS): INSTALL FILTER FABRIC CONCRETE PAD QUICK PAD 97 18, (DO NOT CUT ADD L HOLES INTO BOX) %QPj AROUND,GRAVEL SUMP PLAN FINISH GRADE PRESSURE SUPPLY LINE CONTROLLER WITH STAINLESS STEEL 3/4' PVC SCH 40 CONDUIT AND SWEEP SLIP X MIPT SCH 40 PVC ADAPTER PVC SCH. 40 FIPT X FIPT ELL EXTENDED TO MANIFOLDS ENCILOWRE (SEE SPECIFICATIONS) (2 REQUIRED) (3 REQUIRED) FROM WEATHER STATION OR ET OR QUICK COUPLER 10" RQUND VALVE BOX (SEE TAINLESS STEEL ENCLOSURE ISOLATION BALL VALVE GROUNDING ROD (INSTALL PER GAGE TO CONTROLLER FINISH GRADE F (SEE SPECIFICATIONS) MANUFAMAERIS SPECIFICATIONSt SPECIFICATIONS, DO NOT CUT (SEE SPECIFICATIONS . U5_1 ]NISH GRADE SLIP X SUP 45 DEGREE ELL 314" PVC SCH40 SPARE'CONDUIT U7 (2 REQUIRII 2"WIRE CO AND SWEEP FOR FUTURE USE ADDITIONAL. HOLES INTO BOX) 3/4" GRAVEL SUMP IN, UNDER, NDUIT AND.SWEEP U,7 8 11 PVC SCR. 80 RISER METAL.BASE PLATE(POUR CONCRETE "A' IVE) 18" LENGTH OF S-G-H� 40 FLEXIBLE (4j D AROUND VALVE BOX(FILL TO FOR CONTROL AND COMMON WIRE 3/4"GRAVEL SUMP IN ISIDER AND.AROUND ET GAGE (SEE SPECIFICATIONS) CONDUIT AN SWEEP QUICK PAD PVC TUBING FOR FLUSHING TOP OF VALVE BOX HOLES) 3/4" PVC SCH40 0 VALVE BOX (FILIL TO TOUP OF HOLES) ER VALVE T, C ET GAGE.MOUNTINGBIR KET CONCRETE.BASE OFROMMAST 0 "ONTROLLER OUTSIDE OF BOX AC 0 PVC BALL VALVE 40-CONDUIT AND SWEEP 3/4" GRAVEL SUMP 18" DEEP INSTALL FILTER FABRIC AROUND /;N 3/4" PVC SCH40 CONDUIT AND SWE FOR INSTALLATION OF CONDUIT :4) SCH. 4 QO) GRAVEL SUMP T-PINS WITH.DRILLED HOLES 1.12" PVCSC k,�!J FROM FLOW SENSOR TO CONTROLLER 8" THICK CONCRETE BASE INSTALL (LINE SIZE) @) _bR,PAIGEP ,717t-b CABLE DRIP TUBING AND/OR LATERAL LINE FOR PADLOCKS F CLOSED NIPPLE (2 REQUIRED) Q92" A13-6VEPINMORADE (SEE SPECIFICATIONS) (TO 10ONTROLLEM. COUNTY%OF R�" R N 08PARtMENT ur r%lvt:fts,-1 I E ENT AT WR ION BALL VALVE EMU CONTROLLER IN STAINLESS STEEL ENGLOS, E MANUAL FLUSH MWE ASSEMBLY ET GAGE APPROVEDIDY., APPROVED BY: APPROVED BY- APPROVED Sly. MAINFOLD QUICK-COUPLER ON QUICK PAD OR CONCRETE PAD FOR POINT TO POINT DRIP IN STAINLESS STEEL ENCLOSURE —44 tin _V :REV. IDAM _O" ,E;P3-05-12 314" 11-0" REV. DATE;03-05-12 -W2 ,11 T_ REVt ISM. I LSTD. G-0121 I =v-O" REV: FILD- I�040 RANWOLD BALL VALVE.11VG FIT tf 0-0,132 Sfi*,� CfJNTR0LLER,7VG FILED 1-092 14ANUA1_ FLUSH PbiNt To PE1PfTJ)WG ET 67ENERAL IN57ALLA71ON N07ES 1. IRR16A71ON PLAN 15 DIA6;,RAMMA7IC,. FINAL LOCA71ON OF PIFIN6 �NILL BE 1�)=RMINED AT 71ME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLArED IN SAME TRENCH ^HEN POSSIBLE. EGUIPMEN7 SHO^N IN FAVED AREAS ARE FOR r�)E516N rLARIFIr_,A7ION ONL"r AND SHALL BE INSTALLED IN PLANTED AREAS. 2. IN57ALL ALL EOUIFMEN7 AS SHO�NN IN DETAILS. ALL EOUIFMEN7 REOUIRED BUT N07 SPECIFIED ON THE DRAAIN& SHALL BE FROVIDEZ� 5'r THE IRR16A71ON r,ON7RAC,7OR. 5. ALL EaUIFMEN7 SHALL BE IN57ALLED IN ACCORr;)ANCE A17H MF6.'S INSTRUCTIONS AND SFECIFIrA7IONS. 4. 5Ar-,<FLO�N FR07Er_,,TION UN17(5) SHALL BE INSTALLED IN ACr_,ORDANCE A17H LOC,AL r,01�)ES. 5. IRR16A71ON (:�,ON7RAC,70R SHALL BE RESPONSIBLE FOR PROPER �NOR<MANSHIF DURIN6 INSTALLATION. 6. ALL 7RENCH f5Ar-,< FILL SOIL SHALL BE C.,LEAN, FREE OF ROr,<S, TRASH, r\ LD r5LASS, SOLVENT rF-MEN7 rON7AINER5 AND RA65. CONTRACTOR SHALL q1 C,0MFAr.,7 ALL 7RENr-,HES 70 A DENSIT)" EOUAL 70 THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRIN6IN6 AN"T' SETTLED 7RENCHE5 5AC,< 70 LJ I-— FINISH 6RAr�)E. <: -T. rON7RAr,7OR SHALL I N57ALL VALVE E30XES AT 6RADE OVER ALL ELEC.7RI r_1 \/AL\/F!5 AND IN57ALL AN71-1�)RAIN VALVES AS NEr_.,ESSAR"r 70 PREVENT LOV� HEAD DRAINA6E hi EROSION OR 1�)AMA6E. 5. 120 \/OL7 FO�NER FOR CON7ROLLER(S) IS 70 BE PROVIDED 5'1' 07HERS ON A ::D U SEPARATE r-,lRr.,U17 5REA<ER. IRR16ATION CON7RAC,7OR SHALL BE RESPONSIBLE FOR MA<N& CONNEC,71ONS 70 CONTROLLER. r-,ON7ROLLER(S) FINAL LOrIA71ON SHALL BE DETERMINED E3*,T' LMD'e REPRESENTATIVE. Ir-1. THE IRR16A71ON CON7RAC,7OR SHALL CCORDINA7E THE PLACEMEN7 AND U These plane, have losen reviewed lb� the Coachella valle� IN57ALLA71ON OF THE BAC,< FLO�N DEVICE AND ^ATER METER A17H Water District in accordance with California Government 10. SHRUB DRIP EM177ERS AND TREE 1�)RIF EMI77ERSSHALL BE FLACEi�) ON n Code, 5ection 6551-31 et seq. requirine efficient landscape n ST SEPARATE VALVES. and irrieation desier 'in cooperation with the local CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CON iRUCTION 11. SUE3-SURFA(fE HOSE AND 7UBIN6 IS FROHI517Er�). eovernine aeenc� (C;it� or C:ount�). approval of this PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR drawine lo� CVWD staff does not constitute approval to JOB SITEE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 12. MULTI-FORT OUTLET 1�)E\/I(�,'E AND MULTIFORT DISTRIBUTION 15 PROHIBITED. encroach into district and U55R Rleht-of-Wa�. Tress, plants, AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 15. METER SIZIN& FOR LAND5(:,APE PURPOSES SHALL BE 55 6PM PER PLANTED Ar_.1RE. walls and permanent structurs6 of ar� �,Jind ma� not be NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted or installed in CVWD and U55IR easemente, or U DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE �7 NOTE: Rieht-of-wa� without First obtairine an encroachment permit <1 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN >_ NO OVER�4EAD IRRIGATION from C:VWD. ry PROFESSIONAL, 5ETWEEN 9 A.1-1. AND a f=,r-l. U -Z,,Ito IK"4nrc Date Wa t t NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK partmer LD t4W M U WITHIN THE ROAD RIGHT—OF—WAY ONLY. CIVWD fmlar 0 ev' eloprae�t gervice Department n/ NOTE:. DSCAp,- BENCHIVIARK� SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, Ill - PREPARED BY: > WORK CONTAINED WITHIN THESE PLANS DO 1,p 2 112' BRASS DISK IN CONCRETE AT THE S-W, QUAD S.B.M. PM 36293, PIP 24690 - 1.P. No. 12QD 16 11/2 5 1,2 015 AAAAAAAA/VVVvVv\AAAW \AAA&A/VV~ SHALL NOT COMMENCE UNTIL AN OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE I W TRANSPORTATION 1986 R-14.8 L, 0,3' BELOW GROUND 1.0 DIAL TWO WORKING ENCROACHMENT PERMIT AND/OR A TKD ASSOCIATES, INC. AND 3' S,E. OF PP# 950758D THE THERMAL CLUB GRADING PERMIT HAS BEEN ISSUED, LANDSCAPE PLANS BEFORE DAYS BEFORE 1A, 71 -711 SAN JACINTO DR. RANCHO MI CALIFORNIA > YOU DIG YOU DIG ature ELEVATION 375.53 IRRIGATION DETAIL& The private landscape architect signing these plans is responsible for assuring (7p 0) 7 7 F 1 FAX 6-1753 ED I— PHONE 6-4 ry U TOLL FREE 1-800-227-2600 the accuracy and acceptabilly of the design hereon, In the event of discrepancies * J USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIALl 14 OF2_4SHTS DULt g A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect APPR, DATE R J FEIR:JTM LAND COMPANY, LLC W,O, ICOUNTY n ri/ termining an acceptable solution and revising the plans for MARK BY DATE REVISIONS -Yle SCALE: 1'=30'-O' 1983 W. 190TH STREET, #100 FILE NO 111k!�L CL V, ap2ro a( by the county, ENGINEER COUNTY CERT%1�0.# 0, EXP 6�12017 DATE/ ' H: V: TORRANCE, CA 90504 UNDERGROUND SERVICE ALERT shal( he responsible for de W_nTE: I. GRISWOLD 2250 E SIZE AS NeeDeD See PLAN rOR LOCATIONS r e It 2. METAL PIIPE TO BE BETWEEN MAISTER aw GTE: GUICK—COUPLING VALV VALVE AND WATER METER 13 BE A &NELSON 7645* �4 6 4 W, 4 > W Uj > ILL 1,7-/ LU � 11 -/'I,//I �/// tu LL v/ A I ----�4 8 , W (L LL 0 U F- V a. y 5 2 F- iL 0 0 W -Q6�) F- o, W U4 R LL L —_1 U19 9 J ILI 0W z > 0 W L-�Iri F=7 I I T-TI I I M W W USE 1/2" PVC SCRAP TO WRAP FINISH GRADE 1" MIPTXFIPTSCH40 12-OF ADDITIONAL WIRE BEFORE tl� I-,' U_ FINISH GRADE 90 ELL (2 REQUIRED) a CONNECTING 3/4" GRAVEL SUMP IN, UNDER AND QUICK COUPLING VALVE ''o ('a`� INSTALL FILTER FABRIC AROUND TRENCH M UND VALVE BOX FILL TO TOP OF ,WIDTH ro� SCH.80 COUPLER (SE G P IONS) 1 X 8- SCH. 80 NIPPLE 45 DEGREE ELL E LE END AND S ECIFICAT VALVE BOX HOLES GRAVEL SUMP z EE SPEM (2 REQUIRED \,Z/ (ONE REQUIRED) (LINE SIZE) 0 1 11 (S RECTANGULAR VALVE BOX (SEE 2- SCH. 80 NIPPLE (1 REQUIRED) 0 W 3/4"ISCH.40 WIRE CONDUIT WITH PRESSURE SUPPLY LINE ALIGN WITH TEE IN PRESSURE SUPPLY LINE U0 1 PVC. SCH.40 STREET ELL SPECIFICATIONS DO NOT CUT @) 0 M SWEEP FOR MASTER VALVE WIRES FLOW SENSOR (SE - PEKN FOR SIZE) E PRESSURE SUPPLY UNE ADDITIONAL HOLtS INTO BOX) INSTALL FILTER FABRIC FINISH.GRADE (TO CONTROLLER) @10- WYE STRAINER (SEE SPECIFICATIONS) INSTALL FILTER FABRIC AROUND �U4 � (SEE PLAN FOR-SIZE) AROUND GRAVEL SUMP USE 1/2" PVC SCRAP TO WRAP 12" OF JUMBO RECTANGULAR VALVE BOX GRAVEL SUMP 10" ROUND VALVE BOX DO NOT IT! ADD ONAL W IRE BEFORE CONNECTING 18" LENGTH OF SCH. 40 FLEXIBLE sP,E-C7IFIC ',U HOL ' PV "ILT BASE MATERIAL � ATION87) DO NOT CUT U5 C MADDithdIN EAINTOBOX) 12- 34GRAVEL SUMP IN, UNDER t TUBING CONNECT TO,� *EIq ADDITIO �_i HOLES INY' 314" GRAVEL SUMP IN UNDER AND @ F _NA O:BOX AROUND VALVE TAKE WITH (2) E BOX. FILL VALVE IDENTI ICATION TAG PVC NON PRESSURE LATERAL LINE BACKFILL MATERIAL 9FREE /-"- SCH. 40 GALV 36" S AND AROUND VALV iw, TO TOP U6� SPRINKLER TIES DETECTOR WATER METALIC TAPE 7T,, _R 4a"LONG1, jii TO TOP OF VALVE BOX HOLES OR POLYETHYLENE TUBING (SEE DEBRIS AND 11 KS THAN 1") SCH 80 TOE NIPPLE OF VALVE Box HOLES PVC 6CR. 40 SLIP X FIPT ELL CONNECTING@ (LINE IZE REQUIRED) PVC SCH. 80 THREADED NIPPLE SPECIFICATIONS) N6 IONI.M 1(D5 RISER FROM PVC PRESSURE SUPPLY LINE CONSTRUCTION GRADE,8 AD BEG TER VALVE V3 VALVE IDENTIFICATION TAG IZE TO FIT) 6 AN PRESSU - /211\ MAS (S _FN 6w (S RE SUPPLY LINE SLEEVE TOP -0 ON-PRESSURE �,SEII­ 10'', 11' ', 1 SCH. 80 CLOSED NIPPLE 1P _ (SEE:SPEC' S) RIP L HAVE SLEEVE U7 . :3 ECIFICATIONS CONNECT WIRES TO VALVE USING WATER NOTE:. ALL CONDUIT SHALL BE ELECTRIC CONTROL VALVE rITH P-ALFD10150-L SEALED WATER TIGHT NTH NON- PRESSURE.LATERAL CONQUIT FOR WIRE ICA T U?` t.IGHT- : NECTORS (SEE SPECS) PREttURE REGULAI TURE, LINE S&Et�Ee SPWFICATION S IF A IONS) EXPANDING FOAM. SEE SPECIFICATIONS) COUNTly,049 RIVERSIDII: I KANb RWIONDEPARTMEW F FMI:M1 PO )EPARTMENT COUNTY OF R E WiDf��ON DIEPAI�t� COUNWO ITYO F KNEWDE RAWORTAT"0�1�0 V/00, �%k MMTER VALVE QUICK COUPLING VALVE 'DRIP VALVE ASSEMBLY TRENCH, IN HARDSCAPE APPROM 81Y.- �APPROVED BY: APPROVE0 BY., APPRI13VED ay�l NORMALLY CLOSED AT 17 DEPTH COMPACT OR AT STREET CROSSING :REV. DATE:031�05-12 -0" 1 3 DATE 03-06 REV� DAT- E:0346-12 03-GW-12:� REV: -043 1 Y [STID. I TD. ll� .04 REV. DATE 6 FILE: I—IJEO MAStER VALVE 2,DW65 FILD I—_044QUICK CO�PLMr-WU FILE; I-045—COMPACT DRIP V'ALVE AS�3' L�,DWG �FILD 6-64LTRE� 1 A APE. NOTE: -DETAIL PER COUNTY OF RIVERSIDE LIJ r\F---i <: These plans have been reviewed lo� the Coachella Valls� Water District in accordance with California Government n Code, 5ection 655131 st sec�. requirine efficient landscape 4N. n and irr,1,2atior desler in cooperation with tile local L3 <: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION !2overnine aesrc� (Cit� or Count�), approval of this PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR drawine b� GVWD staff does not constitute approval to JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS encroach into district and U55iR fRi&t-of-Wa�. Trees, plants, ck� D� Ill AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPI-Y CONTINUOUSLY AND NOT BE LIMITED TO walls and permanent structures of ar� �,jrd ma� not be Ljj Ill NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted or installed in CVWD and U55IR easements or z C-) DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE fRieht-of-Wa� without firstobtairine an encroachment permit LD PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN from CVWD. ry PROFESSIONAl 4 F7 Man LL_ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Date Wa a ementrjYpartmen- LD 0 WITHIN THE ROAD RIGHT-OF-WAY ONLY. CIVWD f=lar *1 L43008 4N,0, Department NOTD \_N�A ScApr- BENCHMARK: S�CTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, PREPARED BY: > WORK CONTAINED WITHIN THESE PLANS 2 112' BRASS DISK IN CONCRETE AT THE S.W. QUAD S.B.M. PM_ 36,293, PP 24620 - LP. No. 120016 11/25/2015 DO 1,P vvvvvvvv~ SHALL NOT COMMENCE UNTIL AN OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A TRANSPORTATION 1986 R-14.8 L� 0.3' BELOW GROUND THE THERMAL CLUB % DIAL TWO WORKING TKD ASSOCIATES, INC. AND 3' S.E. OF PP# 950758D C3 f=� 0 \%\\ GRADING PERMIT HAS BEEN ISSUED, LLJ -,�, I/ C-) LANDSCAPE PLANS LJ BEFORE DAYS BEFORE 71 -711 SAN JACINTO DR. �Am 'Z�k > YOU DIG YOU DIG D rictlufe RANCHO ,,M',IRAG , CALIFORNIA ELEVATION 375.53 lRfRIG,4TION DETAIL5 PHONE 1_1 51 760) 7/7 The private landsCaDe architect signing these plans is responsible for assuring T,6 6,z FAX 6-1753 1-']. 0 FE-4 S H T S USC&GS DATUM + 500' 1972 ADJUSTMENT. COMMERC IAL/INDUS T RIAL r)l U TOLL FREE 1-800-227-2600 the accuracy and acceptablilty of the design hereon, In the event of discrepancies a e A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE APPR. DATE LE1 1'=30'-O' COUNTY FOR:JTM LAND COMPANY, LLC VO, shall be responsible for determining an acceptable solution and revising the plans For REVISIONS 1983 W. 190TH STREET, #100 FILE NO, ?57 n UNDERGROUND SERVICE ALERT I approval by the county, ENGINEER COUNTY OF 0 ETER-r NO ,�2�7O� E�V -0272 0-17 D ATE: H: V: TORRANCE, CA 90504 ov f .4 1 f A 4 5 U2 LLI 2 U_ w 6 g re LL. LU 6V, ell tV1,111 a. - ow w 0 :k rj I J co w LL. N &I -4 Ell 7EI J "a r r- 0 w w IX Z W z 0 n 2 —1 11 11.- -J 2 0 Z x El J 1�� =1 1= 0 W 0 w wx j 0 M e V, w 0 W w I 11L LL L-i 1z Z :�) 0 W ;k Uj 16" SW6' A w Uj z L V�6' z 1 -6 1 _6" 7/ - z, d- 0 i-: w w z L-i > 017 go 0 Er (L z W 1- 0: OiL z 1* JOE 0 F > 0- MULTIPLE VALVE MANIFOLD Co z Z 5 NOTE:L NO MORE THAN 5 ELECTRIC w U6 Jill OLUJ CONTROL VALVESL ARE TO.BE 6 INSTALLED PER MANIFOLD. EACH x MAN -E A IFOLD SHALL HAv MAX 7 w 0 z < 4 IMUM OF 16 SEPARATION. FEl l i i-t-, --J J 8 ALL MANIFOLDS ARE TO BE BET. 7 PIPE =J J JEl EE� i=l I F=__ I WHENEVER POSSIBLE. J= l ==I i 17�l J F�l J J= J J B C14 8 TRENCH DEPTH I 1 9 (SEE SPECS)I PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) ��] I 1=1 I 1= . . . EI I I ] ill A. NOTE: I 1�:=] I Ed I I�El I 1;=1 I I- INSTALL SPARE WIRE AND STUB _d .0p 2 SPARE WIRE$AND. 1 COMMON WIRE CONTINUOUS FROM CONTROLLER) 1=1 I lEd I M I (S SPL D'C, L 5, #7 OUT FOR FUTURE VALVE EE ECIFICATIONS FORSI �E AN 9 1 1EE =I I 1=1 I I=] FINISH GRADE DETECTOR WATER METALIC TAPE USE 112" PVC SCRAP TO,WRAP 24 " OF Ill- SING 0 @ I I I I I 1=1 I 1=1 I JEJ I I I I Ill- I I'- L E V LV E MAN,I FOLD OF DEBRIS AN D PRESSURE SUPPLY LINE IOU ROL, 11 =1 11-11 1=1 - - ADDITIONAL WIRE. LABEL ALL WIRE$WSPARE" E BACK EL ROCK R THAN im, (SEE UND VALVE BOX INDEPENDENT @) FOR SIZE) -Hill ill- SEE SPECIFICATIONS FROM ALL OTHER BON's) JED MANIFOLD PIPE r,�\ CONTROL WIRES DIRECT BUR PRESSURE SUPPLY LINE (SELE PLAN FOR SIZE SEE PLANFOR S1,7F_ FROM S, 'e� NON-PRESSURE RAL LINE W AWA61ENTTO ARDTOTHLE IDE OF FINISH GRADE LATE op�;,UP OR HEA 'PRESSURE SUPPLY LINE INSTALL MOUNTING CLAMPS ON BOTH (SHOWN.AT SID E FOR GRAPHIC �Iv SIXIN-CH'P DSL ON Rlttk BALL VALVES TO MANIFQ OLD D NON-PRESSUR-E LATE.R.AL LINE FROM 3/4" GRAVEL SUMP IN UNDER AND AROUND SIDES OF MOUNTING BRACKET SECURE T PVC SWEEP TOWARDS SE IRR 'ETA CLARITY� LOCATE UNDERNEATH , 4 P E _IGL. LEGEND AN ie,� PR Un R rn'\ C O.NSTRAJCTILON GRADL E SAND ABOVE VALVE BOX. FILL TO P OF VALVE Box HOLES TO POST IL _U AN MR$ OR 12 INCH Ps S CONTROLLER 608LOW ES _ E SUPPLY LINE VALVE BOXES) .-1 /�;N QUICK COUPLER INSTALL FILTER FABRIC AROUND GRAVEL RAINIBUCKET FINISH GRADE k-2� M.� IRRIGL. LEGIENDAND DETAIL) BALL VALVE ANDSUPPLY LINE TO. U7 SUMP (D - LER PER PLAN) WCA WITH APPROVED WATERTIGHT 2" GALVANIZED RIGID STEEL REDUCTION OF CONDUIT SIZE HEAT BRAND ALL VALVE BOXES PER QUICK I IPEW ECTOR (SEE:SPECIFICATIONS) PIPE MOUNTING POST TO 1"SCH 40 AT END OF SWEEP SPECS 1Z X 12 CONCRETE BASE E LECTR - E STA� L(6" THICI CAP PRESSURE SUPPLY LINE DIRECTLY BELOW V 2-CONDUCTER CABLE 3C CONTROL VALV CENTER OF SPARE WIRE VALVE BOX (IN 2"ABOV FINISH GRADE) (MAXIMUM LENGTH 200') (SEE IRRIG, LIEGENDLAND VALVE DETAIL) 'S�TATIONL NT k TRMSPORTAT"W"ENT COUNTY OP RIVERSIOE TRAN ME PORTATION DEPARTMENT L IDE TRANS 66UN, V OF�1 Ef ',JIDE TIRMSPORTA. 3 VE RS TRENCH IN LANDSCAPE SPARE WIRE BOX RAINBILICKET MANIFOLD CONFIGURATION APPROVED BY. APPROVED.]BY,. APPROVED BY' .. ......... POST MOUNTED REV. tax ......... SINGLE AND MULTIPLE VA&LIVIES REV_ STU. 0-001 3 1 IDATE-.03-04 1,04,15 1 3 =V-0" DAT 03-05-1:2 -03-05-12 .. .... 7LE, G40 I TREN64 IN LANVSC0E,WW FTi E 1_t(4�, -0111 3/4 - -04 REV.- DATE. ISM. 1-04'5 _,PAIRE Wif�E BoxawG FILE, G-011-RAINBUCKEtING :FILE, 1-045,MANIFdC t ��tj D bNrIbIjo r\ F-1 Li 01 :D U F I Pq U -These plans have been reviewed li the Coachella valls� Water [)istrict in accordance with California Government n n Code, 6ection &55el et ssc�. requil efficiert landscape LD �c WIT and irri!2atior cls5ler in cooperation with the local w CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE H GENERALLY ACCEPTED CONSTRUCTION T eavel aesrc� (Cit� or Count�). approval of this PRACTICES, 'CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLEIE RESPONSIB I LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS drawine 10� C;VWD staff dose, not constitute approval to ry - encroach into district and U,'55fR FRI!2ht-of-U)a�. Trees, plants, AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE 'LIMITED TO walls and permanent structures of ar� �,ind ma� riot be NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD U �7 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE planted or installed in CVUJD and UeBR easements or <1 Rleht-of-wa� without First obtairine an encroachment permit z 57 PERFORMANCE Or- WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING 'FROM THE SOLE NEGLIGENCE OF DESIGN from GVWID. r,/ PROFESSIONAL. LL_ P 4? U 0 ITHIN THE ROAD RIGHT-OF-WAY ONLY. Cvwl) F ry NOTE! IDevelopment 5ervices IDepartmert N1 )SCAPe BENCHMARK: SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SH > WORK CONTAINED WITHIN THESE PLANS PREPARED BY: 2 112' BRASS DISK IN CONCRETE AT THE S,W, QUAD I T NO, /VV\/ VVWVVWVV\/\ SHALL NOT COMMENCE UNTIL AN DOQ�; S.B.M. PM 36293, PP 24690 - I.P. No. 12001 11/�5/2015 OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY [IF RIVERSIDE DIAL ENCROACHMENT PERMIT AND/OR A TRANSPORTATION 1986 R-14.8 L, 0.3' BELOW GROUND L 5D - L2 U BEFORE TWO WORKING GRADING PERMIT HAS BEEN ISSUED, TKD ASSOCIATES, INC. AND 3' S.E, OF PP# 950758D THE THERMAL CLUB DAYS BEFORE 71 -711 �,N JACINTO DR. LANDSCAPE PLANS > U YOU DIG YOU DIG % 2 M �F (�IE�)I ANS) X�_r , ?ft, U C:3 F-� z The private landscape architect signing these plans is responsible for assuring S reTr6:r- RANCH( JRAGE/C� ORNIA ELEVATION 375�53 IRRIGATION DETAIL5 PHONVX760) -74 1 75 FAX (760)/ 77ge-1753 iL ii F�_4 S H T S U TOLL FR E 1-800-227-2600 the accuracy and acceptability of the design hereon, In the event of discrepancies USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL ot kN - f I N\14% ry APPR DATE A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE CL UNDERGROUND SERVICE ALERT shall he responsible for determining an acceptable solution and revising the plans for REVISIDNS — X�/ FOR1JTM LAND COMPANY, LLC VD. COUNTY q45o7 I ALE: 1'=30'-O' 1983 W. 190TH STREET, #100 L COUNTY /Cr - - / 0 ' — 0 ____j approval by the county, ENGINEER OF C CERT N(�#2��O, EXP,� 2/2017 DATE�. H:-V: TORRANCE, CA 90504 FILE NO, 0 4 17 A c ) TOP OF SLOPE 00Lj f J ' 1 14 Uj I yyI � � rJ 1 rr , / / f I_I I l L I II 1II — i 1�I 1L1—IL fI1_ III ,LI 1 11111_111-11 I II ll( II c+ \n 1 ; n L : I is V eeb4 y. _Y s u /1x1 X U11a4o-sas o.�t.. ,.. l: V. "-ewYa Ya:a. R,Sav 4 7 .. �y 9 44445. h v 4' \ FF 4 e�""P:ttr PV >R-uv Rs -:v:.tffYYl" E i J ! l : P4,e Pv_vu P�F.v YP'ea I - { } _... .. I J ,.. _. \, 111... ) .I.I 1. ... :. I . 111.....111.... 1.1—.�.1.€_.III-l..... ,. .. i _...,f. >.._. .... . . L., I .. L..I 1.....11 .,. � ,� � , _ L 03 , r o _.. LU G A= C IIIcc)1I LONG � _ _ _ _ -a1.II --111 IE . ._.��.a 3/4 GRAVELSUMPINi UNDER D _.�[_ ELECTRIC CONTROL VALVE AROUND VALVE BOX. FILL TO TOP OF 111 1 _f 11-_11 � . � , NATE, BUBBLER EN INSTAL LDR IP EMITTER 1@51DE OF_SCH. 3�TOE IN VALVE HOLES 8' LARnENT LATERALLINE SIM SLIP FIELL (LINE SIZE) PLA BNO AoJAC ENT{, — CONNECT T IES T VALVE USING 1PLC PRESSURE SUPPLY LINEF. CUT � E _ � I — � T TO ROOT BALL TOE OF SLOP TIGHT CONNECTORS SEETO FIT MAXIMUM DIMENSION FROM � 1 I L j _ I i; SE L BEI. : VALVE TO TOP OF LID) 1 _ I FLEXIBLE PVC RISERS_ ISS SHA L SPECIFICATIONS ; TOP OF AL TUBE DEPTH BELOW ROOT BALL RADE 1 FINISH � THE USE L CEPTH 1 SES PLANTING DETAIL FOR BALL HO �` ' FAB :.! ATE BY THE �, . �. TEE I.N..PRESSURE SUPPLY LINE � PRE. R+� p USE 1/ PVC SCRAP T WRAP 12 OF 3 " TED RIGID PIPE UNLESS OTHERWISE 4 LINE S(ZE) SCH � PSC 4 PERFORA R. D [�I� It�F�CTUI�E LINL SS C� ADC�ITIOI�JAL SIRE BEFORE � � $ WITH I=ILTER SOCIO AND 4 NDS GREEN CONNECTING LINE AP FASTEN CAIS APPROVED BY LMC}REPRESENTATIVE. PRESSURE SUPPLY DRAINAGE CRATE C CLOSED NIPPLE (LINE SIZE) 14 (SEE PLAN FOR SIZE)_ WITH A MINIMUM OF >(3) STAINLESS I � _ �_l ZE). _ S . _ _ L ATER AL LIN! E ; ST EI 3EL SCREWS ' .. _ ;� DE B .SEE FLAN FOR SIZE BUBBLER SEE IRRIGATION LEGEND HRU � GRUC � � I_ L L FINISH GRADE MANUAL FLUS- VALVE ASSEMBLY CHECK VALVE N TAL � MI IMU ELO RATE TREEBUB LER SCH DULL. I R IBER RECTI N SCH. 84 COUPLING MI CH. 8Q ISEEDETAIL _ PLANT WATERINGBAS 12) 1/2"x,12" FLEXIBLEP UL1LSEE }RIP VALVE ASSEMBLY EMITTER ON RISER EMITTER�NOZ�LE AND SCREES{LATERAL LINE. IZE1L1�GALLON BUBBLER SEE RETAIL T 1l2a1 �� iEP REQEECIF C TIONS� DO NOT CUT INSTALL FILTER24"FABRIC AROUND �LEN�T AS :SEE DETAIL) SEE SPECIFICATIONS MATI NS PLANT ROOT BALL ADDITIONAL HOLES INTO BOX, PCX- ZBBLER T TEE ORLBO 1GRAVELSUP SCHS. Sx ECREf BOT SCH. 41 _ SING ASSEBLY FOR SLOPE TRAISITION W y m SHRUB PACING IF APPLICABLE) MULCHP R PLANTING RAL SEPUC SCH60 BALL.VALVE (VARIES PLANTING PLAOS LAZx ll2FIR VALVEINTIFICATION TAO IRIGATION LATERAL LIN 42' B � BUBBLERS SIZE) NOTE: S PURPLE LATERAL..LINE ESPECIFCATtQNS BQXANa UP- BUBBLEIIRRIGATION PRESSURE SUPPLY LINE BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE (PER LEGEND AND PRESSURE REGULATOR 4-SCH 80.NIPPLE (LINE SIZE) IS INSTALLED AS A SINGLE VALVE AND NOT PART OF A ` _ - . EMFAI- TA S P S CH. 40 MANIFOLD. US �F �' ERSIO=TRS� PC� ATN DEPARTMENT U ' i �� Rld�IRAN STATODEPARTMENT' F HPDRT�T ION 1'�EhiT EL CTRIC CONTROL VALVE TLEX ' _ f _ EL BUBBLER _-... IIT! 1OPOINT IR RIA7 L 1 1 1 AP VE APPROYr mss . P Y _ WITH BELOW GLADE LATERALS IT SEL0� GRADE LATERAL LINE WITH BALL VALVE AND _ _ _ REV. X21 E 03-€t5- E�AT . _ _RV 11 . ,_-, _ � T�. I �1 _ 1: �� E .T. i ii TD: I �}� N S TD: 1 1 1 '1/2 STD» I-4 T S -- _77777777FILE. I SCJ TOEE WELL �'.Lt�E3LER-IV rr FILE. I 090J'bINT TO POINT BELOW �f2fiDE.E1WG F[LE, 1-6§T,EIt,11ER IS ER RtLC3V GRA)E.L�l FILE I-b'�+1 ELECTRIC CONTROL VALVE,DWG - Q � Q ry Li M rY Q L,J I— z � These plans have been reviewed 'b� the Coachella Valle � d Q Water p i str iot in accordance with Ca l i fort i a Government ry Code, Section et seq. requiring efficient landscape n and irrigation desigr in cooperation with the local H w CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION governing agercy (Cit� or Court), approval of this drawirg lob CV C) staff does not constitute approval to ry PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR E--E JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS encroach into district and �S�R might-of-lUa�. Trees, plants, AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO walls and permanent structures of ark lord mai not ice w w NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted or installed it CVIllD and US�i� easements or U DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 'IN CONNECTION WITH THE From Cof-l.Uay without first obtaining an encroachment permit PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN from CVWD. z (P • Z- l w PROFESSIONAL. Date UJa r anageme artert NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o Q 0 WITHIN THE ROAD RIGHT-OF-WAY ONLY. CYI�Jt� Pia r3feveIopmeServices l)e artment (� E EAT SHEET NO. �- NOTE; �PNDSCgpF PREPARED BY: BENCHMARK SECTION 33, TOWNSHIP 6 SOUTH, RANG 8 EAST, W �'—` q 2 1/2" BRASS DISK IN CONCRETE AT THE S.W. QUAD S.B.M. PM 36293, PP 24690 - I.P. No. 120016 11/25/2015 WORK CONTAINED WITHIN THESE PLANS ��, : .DOCS, OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN `�` P �� ti TRANSPORTATION 1986 R-14.8 L. 0.3' BELOW GROUND THE THERMAL CLUB �. <'' -Q ENCROACHMENT PERMIT AND/ORA �� TKA ASSOCIATES, INC. AND 3 S,E. OF PP# 950758D V _ DIAL � .a ' LANDSCAPE PLANS (1,""IEDI/�NS) U q Two WORKING GRADING PERMIT HAS BEEN ISSUED: �°x 71 -711 S JACINTO DR. BEFORE " DAYS BEFORE .: z ELEVATION = 375:53 IfRiRIGAT10N DETAIL) L w You OGature rc RANCHO MJRAA CALIFORNIA H YOU DIG ., PHONE _MI IR7 -1751 FAX 7 0 776-1753 1Z ❑F24SH fS The private landscape architect signing these plans is responsible for assuring .-,y USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/IND 1STRIAI _ — _ o aes TOLL FREE 1 800 227 2600 the accuracy and acceptability of the design hereon: In the went of discre an Date n z � (-� Y P Y 9 P S �P � t ,� , �&. f-CIR�JTM LAND COMPANY, LLC W.D, COUNT landscape architect APPR, DATE T SCALE, 1'=30'—0 W <L arising after county approval or during construction, the privateMARK BY DATE qT OQ1983 W. 190TH STREET, #100 FILE NEI, W A PUBLIC SERVICE BY i cans for REVISIONS F PL�F CERT N 2370 E : 02 201 7 DA TE: " H: V TORRANCE CA 90504 w shall be responsible far determining an acceptable solution and revising the p COUNTY � C � � � � � 2 Q W UNDERGROUND SERVICE ALERT ENGINEER approval b the county, G. Ef z 44 -I _ I �lil E I I I III ll �II �►,��i I I—= 1=1 I L=1 _ -1'I [- -I 1 LEGEND 1�. BACKFLOW PREYENTER 1 �Ell 1I—IL<C=1 _ i_ _ , - - -E - - - -� - 1Q _ 2. FINISH - - - - � ._ I Y I _ � L SI1 GRADE II:, IEII., I . IIL=11. III. I.: I, ��I_Ili.- I_ I _ w _ _ I ., IL , I1, .11 =I1 iii � _.:CIII�� Izi So —IIS I-1 IIL WL RES FOR FUTURE VALVE — 9 1 CONTINUOUS N PILOT — C7 t� I T WIRE FROM TEE 1N PRESSURE P SUP LY LINE CONTROLLER LINE SIZE) II1II L L - - .a+ (1 ) COMMON WIRE.. CAP WIRE ENDS I —II II _II _ USE 112 PVC SCRAP T WRAP 12 OF PRESSURE SUPPLY L INE z. ADDITIONAL WIRE BEFORE (SEE PLAN FOR SIZE) , ( IH ill 11- MIN. UPSTREAM: M N. QOWNTR CONNECTING INSTALL FILTER FABRIC AROUND FROM SENSOR FROM:SENSOR ,. FINISH GRADE GRAVEL SUMPFLOW III—I 1 1—C 1 1-1 f-1 ( I-1 I I 1 11 I I I I RECTANGULAR VALVE BOX (SIE SPECIFICATION ) Z INSTALL FILTER FABRIC' RECTANGULAR VALVE BOX {SEE .:JI NST C.UT A[ LITIt1AL HLE INT£ BC SPECIFICATIONS, DO NOT CUT 4 6 AROUND GRAVEL SUMP I ADDITIONAL HOLES INTO BOX} FINISH GRADE 455 DEGREE PVC SCK 40 C 1" STUB OUT WITH THREADED CAP FOR FUTURE VALVE CONNECT CABLE TO FLOW SENSOR USING WATER S XS;ELBOW 2 REt UREA TIH7CNNECTQRS SEE SPECIFICATIC3NS} EXT N E [ ,PIES-UFE UPPL ` 4" CH 80 NIPPLE ..LINE SIZE FINISH G TYPE COPPER TO 1 11�" SOH. 4(l WIRE C ?NDrUIT WI L[NE TO " DEPTH NOTE: { GRADE 4 TH 9}WEEP FOR BACKFLOW PREVENTION DEVICE FL W SENSOR CABLE T 3 CONTROLLER ' @FO PVCREDUCING BUSHING:r ,O1. BACKFLOW WILL NOT HAVE A GAGE � 314 GRAVEL SUMP IN, UNRER AND CONCRETE ME g' FAM ALL CC[1ClU[T.ATER Bt�X 6 MINIMUM-CRUSHED GRAVEL R REUUCTIC�N IN PIPE AROUND VALVE SOX. I T PER LL O TOP OF f R GVWD REQUIREMENTS PER WAT _ R Q REMENT S ER UrSTRiCT STANDAR©S PER W+JATER DISTRICT STANDARDS FLOW SENStR PVC OR BRASS) SIZE AT FLOWS SENSOR 2. TO BE INSTALLED BY GVWD VALVE BOX HALES � (SEE SI•'ECIf1CAT1 #�5 : WATER METER O I�EOUIREQ, IF NEEDS©�; SLIP X FIP ELL LINE SIZE 3. COMPACT SUBGRADL 3. VENT MUST BE LOGATED A MINIMUM } PER WATER DISTRICT STANDARDS 314" GRAVEL (BUMP IN,,UNDER AN AROUND B SCH, #I0,TOE NIPPLE ` VALVE BOX. FILL TO TOP OF VALVE BOX HOLE OF 12` FROM THE FINISH GRADE. ; TYPE K COPPER SERVICE LATERAL PVC PRESSURE SUPPLY' LINE CUT I 4 S (SEt4SCF SIZE _ IF BRASS) PER WATER DISTRICT STANDARDS TO FIT MAXIMUM DIMENSION FROM SCHs0 PVC SEGMENT I TOP OF VALVE TO TOP OF _ LID) _ _ _ _ _ - _ _ t�EPARTM (SE O SIZE- IF PV_ C COUNTY Q RERSIDE TRANSPORTATION NP �TA� N �E �RT�EIT 0UNT � RSI � � nfi� F IVER� RANpACF ®W � � EDIT PREVE NTE R _ TUB OF FOR. FUTURE VALVE TYPICAL WATER METER . SLOW SENSOR N.T.S. APPROVED BY.- APPROVED BY: ��' APPROVED BY. , WITH SHARE WIRE , , CONNECTION ONLY " AT "i�" [3EPTH .STD, I-Q41 1 112'"=1`-1"F v: DATE:03-05-�� STD. I-0031 3 =1"��: REV: c��TT�:o -a�-��' " STQ. I-02� "=1 - DATE.0 =1 '" FILE: 1-041 ELECT IC CONTROL VALVE.(?WG FILE, I-001 T'OICAL GUt-tk 77TER 777777T10NLbWC- FTLE I-t7�� FLI7Gl :EN L1R,I�G NOTE: FOR REFERANCE ONLY a LSI M r Lli =o zL�1 These plans have been reviewed Q by the Coachella Valley Water District in accordance with California Government n Code, Section 65591 et sect. requiring efficient landscape LD w and irrigation design in cooperation with the local n/ = CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION governing agency (City or County). approval of this �- PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR drawing by CVWD staff does not constitute approval to pfd 3 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS encroach into district and U55R Ri ht-of-utay. , plants, lants g LLd LJ AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO walls and permanent structures of any kind may not b v NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted! or installed in CVWD and USER easements or Q DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Right-of-Way without first obtainin- an encroachment permit W ' PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN from CVWD. g p PROFESSIONAL. z NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Date Wa r anageme partment o WITHIN THE ROAD RIGHT-OF-WAY ONLY. CVWD f=lan , Ld o NOTE: _ ceeve o m Services Department i- rj 1-1 WORK CNNTAINED WITHIN THESE PLANS \_Rt4DSCAoF PREPARED BY. BENCHMARK: SECTION 33 TOWNSHIP 6 SOUTH RANGE 8 EAST, SHEET NO. 2 1/2 BRASS DSK CI �, .DOC 9. I IN CONCRETE AT THE S.W. QUAD S.B.M. PM 36293 PP 24690I P No 20 / SHALL NOT COMMENCE UNTIL A � 5� Zi -' 1 016 11 25/2015 N N N F ❑ HWY 86 AND AVE 61, STAMPED CALIFORNIADEPT Q � T= Vis- COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A o DIAL', .� - TRANSPORTATION 1986 R-14.8 L. 0.3 /�+ c BELOW GROUND - TWO WORKING �s KD ASSOCIATES, E THERMAL CLUB BEFORE GRADING PERMIT HAS BEEN ISSUED. �` lt�AT�Js INC.(Nc+ AND 3 S.E. ❑F PP## 950758D LLJ W LSI DAYS BEFORE � � � �. J 71 -711 SAN JACINTO DR. LANDSCAPE PLANS (MEDIANS) YOU DIG YOU DIG U �-' . )IP!, ture s . RANCHO IIRA C LIFORN°IA ELEVATION = 375.53 IRRIG,4TION DETAILS M I.— The private landscape architect signing these plans is responsible for assuring - 9 � / . P ONE 760 6- 751 FAX 6 77 -1753 IY t� TOLL FREE 1-800-227-2600 ., � _�� : �' s \�}� Z theacr n c u acs a d acceptability of the cosi n hereon. In the event of �scre discrepancies --� , � ,� USC&GS DATUM + 500 1972 A ❑ ADJUSTMENT, COMMERCIAL/ U; T - FSHTS p_ Q ., g P y ,� � �, ,�. �,- � - INDUS RIAL ate 4 arisen after count approval r ri _ A PUBLIC SERVICE BY go during construction, the private landscape architect S � P �. � � g � �- .. Y9 P P MARK BY DATE RPPR. DAiE l _ J ., . .._ .1T A F❑R M LAND Co MPANY,q N M LLC _ NW.O.hall be responsiblef _ WCOUNTY or deterranm an acceptable solution n revising m l T _ � UNDERGROUND SERVICE ALERTg p and evs g the pans for REVISI[11IS F F� SCALE 1 —30 0 ° approval E GI ER of CP�� CERT �5.4370, P 02 2017 D E 1983 W. 190TH STREET, #100 FILV• TORRANCE, CA 90504a ova b the count. N � CDUI�iY � � H, E N❑. .T AIM ANTE M- &MmnhqQLTAIL ffN- T 1 AIL RUN ANTFNNA CABLE RUN ANTENNA CABLE THROUGH BELL REDUCER,, � � THROUGH BELL REDU ER, EAL WITH VAPOR WRAP SEAL WITH-VAPOR WF MOUNTING' ' t-114" GALV BRACKETSW SELL REDUCER BELLRED CER DRIP LOOP -d 11 1= I ( SEAL ANTEN CONNECTORITH .� # ' FSI#LOOP VAPOR WRAP E L' G L` PIPS r r I I I =ltLlC CONNECTORWITH -- Fa Iv: . PIPE f 1 I= llI_ VAPOR WRAP AP w FINISH I LONG SCH. 80 TOE NIPPLE (LINE SIZE}.(TWO:REQUIRED) ...�.w., m ,.�.....�.... w _�.,Nw. .,..,.„� p tl 10- ROUNDAA VALVE BOX (SEE SPECIFICATIONS 314 GRAVEL SUMP IN UNDER ® NOT GUT ADDITIONAL 1 _ DITIONAL H!( LE INTO$SIX AN AROUND VALVE OX, FILL FT TO TOP OF VALUE BOX HOLES RUNAt TENNA CABLE , 8" DIAMETER;CL 160 PVC SLEEVE TO REST N �. THROUGH BELLREDUCER, � ( 1-1/ GALL INSTALL FILTER FABRIC SEAL �_ _ � ---.�.-� ON TOPE `' [ E OF ISOLATION GATE VALVE ALAI WITH HAI WRAP At�tsr�n� AROUND GRAVEL SUMP � IIKESUREHELLREDUCER -- � ir-� 3>.acT� any�rtrr� ISOLATION GATE VALVE AIS T`ENlA I ` ' ac�mbinati, PRESSURE SUPPLY LINE P l �. (WITH f2OS FIANDLE„SEE SPE'GIFICATIC)NS � � (REFER TO PLAN FOR SIZE) ALIGNED' SLIP X SLIP 45 [DEGREE ELL M (4 REQUIRED) DRIP LOOP 1 FT T solid copper ground IIIA' ; SEALANTENNA Wise Iarrl d to �,€�O MOUNTING BRACKET CONNECTOR WITH galvanized pipe_ ( ? 'SAP OR WRAP ,.esti R �ME DEPARTMENT G L SI � Finish Grade I$ LATI N MATE VALVE 4 _ k I L . IPE —1e APPROWDBr Valve FOR UP ML117 REUPPLYLINE Ll 1'. Boy,.: d `- ” RE11 DATE-03-06-12 r!LE I 93J IsLILATION GATE vrLvE 2,-OW0. " 8' Ground Rod FT C n rt ase r I � TO Controller " Sweep'ELL, Pedestal Q ry Q Q CALSENSE DOUBLE WIDE STICK ANTENNA Q AN.T.5. Ld r� z o U W p , These plans have been revie wed by the Coachella valley Water District in accordance with California Government Code Section 65591 et se re uirm efficient landscape L3 - and irrigation design in coo eraationw ith the local p ry = CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION governing agency (City or County,). approval of this PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR drawin b CVWD staff does not constitute approval to g y pp 3 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS encroach into district and U615R I`Rieht-of-Way. Trees plants, w w AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO walls and permanent structures of an kind may not be NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted or installed in CVW® and U�E3R easements or Q DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Dight-of-Way without first obtaining an encroachmentermit Li PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN from CVWD. p C7 PROFESSIONALLL- . (jj , ,� UP o Q NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Date Wa r I"lanagement epartmen t U WITHIN THE ROAD RIGHT-OF-WAY ONLY. VWD F Ian [)evelopment Services Department NC1TE k,ADSCAp BENCHMARK: SE WORK CONTAINED WITHI THESE PLANS � F PREPARED BY. SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NEI.' E-1 N E L NS p F D0 9 2 1/2" BRASS DISK I CONCRETE _ �,.�� Z, ,p N AT THE S.W. QUAD S.B.M. PM 36293 PP 24690 1 P No 126016 11/2512(115 SHALL NOT COMMENCE UNTIL AN C � �� P`' � �' ❑F H Y 8 A <C y W 6 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE _ DIAL' ENCROACHMENT PERMIT AND/GRA �, o r� ��� � �' a TRANSPORTATION — , r � NS ❑RTATIC]N 1986 R 14.8 L. D.3 U TWO WORKING � Z g BELOW GROUND j GRADING PERMIT HAS B �, TKD ASSOCIATES INC. - THE THERMAL CLUB D I_ DAYS BEFORE BEEN ISSUED. LANDSCAPE P` W W W BEFORE ' AND 3 S.E. ❑F PP# 950758D � YOU DIG YOU DIG �� G• ` '� 71 -711 SAN JACINTO DR. N E LANS (MEDIANS) '� �' i ature RANCH MIRA .ALIFORNIA ELEVATION = 375.53 �- The private landscape architect signing these laps Is responsible for assuring I IRRIGATION TA TOLL FREE P p 9 9 P P 9 ®E IL t-so - PHON , x ( 60) 16-1751 FAX 6 77 -1753 0 227 2600 the accuracy and acceptability of the desi n hereon. In the event of discre ancles ) 9 P s s USC&GS DATUM + 500 1972 ADJUSTMENT, la D SHTS Q LL d s C MM . A PUBLIC arisin after count a roval or duan construction the private ate land r Date . ,� y ❑ ERCIAL/INDUSTRIAL I SERVICE BY 9 Y PP 9 p v landscape architect MARK BY DATE s P - m n ;F : —� .. , , APPR. DATE T � `��. Y ,. �,�, � �. .��, �, ll T A' h r �I F � Babe responsible R ML A es o she or determining an acceptable l i _ ❑ ND COMPANY, LLC t1kC1. UNDERGROUND SERVICE AL- P cce abe soutron and revisor the dans for REVISIONS S T � � „ ��— ' „ N � W.O. COUNTY ERT 9 P 9 P V N F F SCALE• 1 -30 -0 N a roval b the count, EN6[IIEER Ci]u iY cR� CERT N 370, XP 02 2017 D E: 1983 W. 190TH STREET, #1005 N / H' V• TORRANCE, CA 90504 ILE N❑. �► -" INITIAL IRRIGATION SCHEDULE (MEDIANS) JANUARY FEBRUARY MARCH DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE 3 SHRUB DRIP EMITTERS 7 2 45 7 2 40 7 2 40 TREE BUBBLERS 7 2 25 7 2 30 7 2 20 PALMS TREE BUBBLERS 7 2 25 7 2 30 7 2 20 APRIL MAY JUNE DAYS PER WEEK START TIMES P $ _ ' ER DAY MINUTES PER� ER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE SHRUB DRIP EMITTERS 7 2 40 7 2 40 7 2 45 TREE BUBBLERS 7 2 20 7 2 25 7 2 I I I=111 III=1 i 1 - a 30 PALMS TREE BUBBLERS 7 2 20 7 2 25 7 2 30 I(I�1�I 111- -` JULYAUGUST SEPTEMBER DAYS PER WEEK START TIMES PER DAY MINUTES ES PERY C CLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEKT S ART TIMES PER DAY MINUTES PER CYCLE - 7 3 SHRUB DRIP EMITTERS 7 3 45 45 7 3 35 �- -` -' TREE BUBBLERS 7 2 30 7 2 30 7 2 9 35 PALMS TREE BUBBLERSI 7 2 30 7 2 30 7 J p G 2"-2" 2 35 I : � a 2'-41/2" 2-100 NC)TES: OCTOBER NOVEMBER DECEMBER A; UBLE WILE ENCLOSURE SH DAYS PER WEEK ... ..ALL E SPECIFIED IF TWO START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE CONTROLLERS ARE SPECIFIED IN ONE LOCATION. SHRUB DRIP EMITTERS 7 2 45 7 2 45 7 3 35 CUT ALL PVC CONDUIT Z'ABOVE CONCRETE PA[?1 QUICK PAD TREE BUBBLERS 7 2 20 7 2 35 7 2 25 CONTROLLERS WITH STAINLESS STEEL 3/4" PVC SAH 40 CONDUIT AND SWEEP PALMS TREE BUBBLERS 7 2 20 7 2 35 7 2 25 ENCLOsUIE SEE SPECIFICATIONS FROM WEATHER STATION OR ET GROUNDING ROD (INSTALL PER GAGE TO CONTROLLER MANUFACTURER'S SRECIPICATIONS) 3l4° PVC SCH4© SPARE CONDUIT ANCONDUIT AND SWEEP FOR CONTROL AND SWEEP FQR FUTUREUSE D COMM©N WIRE S w OR . R ER AS NEEDED) U8 QUICK PAS FEDT(TG & OLLE � CTO P VE OOT RFOR ULAF CON DUIT FROM FLS+'SEN�IT RLLR " ABQVEFINHEGRApE E, INSTALL TESTABLISHED IRRIGATION SCHEDULE (MEDIANS) ITOF RIVERSIDE TRANITAI`# #DEPARTMENT �f JANUARY FEBRUARY MARCH TM IN LEWSTAINLE STAINLESS DAY PER WEEK STARTTIMES PER DAY EINUTES PER C DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES 2 PER DAY MINUTES PER CYCLE APPROVED SHRUB DRIP EMITTERS 2 2 20 3 ON CONCRETE PAD OR QUICK PAD 25 4 2 2510 3 TREE BUBBLERS 2 2 2 15 4 2 REV: DATE:03-05-12 PALMS TREE BUBBLERS 15 2 2 10 3 2 4 2 15 15 FILE G-003_TWO GONTRNLLEP:aI)WG' APRIL MAY JUNE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DA Y MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE SHRUB DRIP EMITTERS 5 2 25 6 2 30 7 2 30 TREE BUBBLERS 5 2 15 6 2 20 7 2 20 PALMS TREE BUBBLERS 2 2 15 6 2 20 7 2 20 JULY AUGUST SEPTEMBER DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIME S PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE SHRUB DRIP EMITTERS 7 2 30 7 2 30 6 2 20 TREE BUBBLERS 7 2 20 7 2 20 6 2 15 PALMS TREE BUBBLERS 7 2 20 7 2 20 6 2 15 Q W R OCTOBER NOVEMBER DECEMBER DAYS PER WEEK START TIME S PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE DAYS PER WEEK START TIMES PER DAY MINUTES PER CYCLE SHRUB DRIP EMITTERS 4 2 20 3 2 20 2 2 20 L- z TREE BUBBLERS 4 2 15 3 2 15 2 2 15 q PALMS TREE BUBBLERS 4 2 15 3 2 15 2 2 15 z El z U Notes z LLJ TH15 IRRIGATION 5CHEDULE SHALL 5E USED 46 A a RECO I"1ENDATION FOR THE 5ETUi= AND f=ROGRAMMING OF THE <E iRRIGATION CONTROLLER. THE CONTRACTOR 16 RE5RON5i5LE FOR PROFERL°' ADJU5TING THE 5CHEDULE A5 NECE5SARI' TO These plans have been reviewed b the Coachella v alley � PRORERL`I' IRRIGATE FIL,4NT5. Water District in accordance with California H ornia Government W Q Code, 5ectior (05511 et seq. requiring efficient landscape and irrigation design in cooperation with the local s CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION governing agency (City or County). approval of this H PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR drawin b CVWD staff does not � y constitute approval to 3 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS encroach into district and U55fR R ht-of°-Wa Trees, plants, w AND PROPERTY; THAT THIS REQUIREMENT ` SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO walls and( permanent structures of any kind may not be W L,J NORMAL WORKING HOURS, AND CONSTRUCTION CONT �� - LD - CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD planted or installed in CUWD and U55fR easements or z DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Right-of-Way without first obta inin an encroachment permit W g PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN from CVWD. i- PROFESSIONAL. ' 42 NOTE: APPROVAL BY THE TRANSPORTATION DEPART ' ' ! Q �I WITHIN THE ROAD RIGHT-OF-WAY ONLY. DEPARTMENT IS FOR WORK Da e L430 W er anageme artment o �I CvWD Flan � 43 L,J NOTE: evelop mServices De artmert WORK CONTAINED WITHIN THESE PLANS �PNDSCgpF PREPARED BY: BENCHMARKS SECTION 33, TOWNSHIP 6 SOUTH RANGE 8 EAST, SHEET NO, SHALL NOT COMMENCE UNTIL AN ��� .DOC,?; -90 2 1/2 BRASS DISK IN CONCRETE AT THE S W, QUAD S,.B.M, PM 36293, P – Q pS P 24690 1.P. No. 120016 11/25/2015 DIAL ENCROACHMENT PERMIT AND/OR y OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT D OR A �,, o �' � COUNTY ❑F RIVERSIDE c� TWO WORKING –� TRANSPORTATION 1986 R-14,8 L. 0,3' B = Q BEFORE kM GRADING PERMIT HAS BEEN ISSUED, TKD ASSOCIATESBELOW GROUND INC.I� AND 3 S.E, OF PP# 950758D THE THERMAL CLUB W W w DAYS BEFORE 71 -711 SAN JACINTO DR. LANDSCAPE U ' YOU DIG YOU DIG PE PLANS (MED i 4Ns) U I— The private landscape architect signing these plans is responsible for assuring Signature RANCHO MIRAGE, CALIFORNIA ELEVATI❑N = 375,53 PHONE (760) 776-1751 / FAX (760 776-1753 IRRIGATiON DETAIL/5C.HEDULE � 1-800-227-2600 the accuracy and acceptability of the design hereon, in the event of discrepancies ) , U TOLL FREE n � A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE s Date P USC&GS DATUM + 500 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIA: ©Fc. SHTS'. UNDERG shall be responsible for determining an acceptable solute APPR DATE l �� �- p_ ROUND SERVICE ALERT P 9 P on and revising the plans for REVISIONS 9T 0� F❑R JTM LAND COMPANY LLC approval b the count F o� :- SCALES 1'=30'-0" W,� COUNTY ENGINEER COUNTY OF CF CERT N0. 2370, EXP 02/2017-DATE:- 1983 W. 190TH STREET, #100 H: U; FILE NO, � TORRANCE, CA 90504 7 I DRAIN PIPE /1 f ® 1 DRAIN.PIPE 10 71t LE i $ ' 1 -TREE ! PALM -CENTEREDIN MEDIAN - RC3C?T BALL F. . � .'CONCRETE CURB l MEDIAN ISLAND 4 ASPHALT STREET a _j5'BERM 34! 0 SCALE 1.12" = 1 -t'y' L ® ® _j 6-FINISH GRADE < I- SCALE 11T = 11-0"' �j 7 -PIT SHALL BE 2 TIMES THIS � F- 0 J _ —� ;' — DIAMETER OF THE ROOT BAIL � x �. , � , rootROOT BARRIER 11 � C C? INSTALL VE 4' and EL : \ EU HORIZONTALLY 2 L-SHAPED. - — — : 4'15.781.9700 IW Pyne _ :. _ \ , . � — Err+aal. v+� ,de�pr+�nt ccs W. : i 9. SEWER .. o3: WATER LINE, G6La+ lI l 11- II � — — � REFER T`{3-CIVIL DRAWINGS FOR 1 1 OC�a.� DEPTH �} FIELD VERIFY. a;: a<d. 'i :� - - 1 } I: f -..... -� - r! Lf1.,EATII .r IEP QC Li - I L J ✓ i l - 4 2X ROOTBALL w -, I 1Il 1L_ I1 � — ; — L � i A, — p ' DIAMETER. lit- 2X ROOTBALL DIAMETER — 411 PVC SCH 4th PERF. PIPE 2`2" DIAMETER$TAKES, - t . I _ WRAPPED IN FILTER SACK. �E " DIA, STAKES IN HIGH WIND PER TREE) EXPOSURE AREAS {BEE SPECS) _I 1 IWI 1 ! I I -1 j I 5 __ 3 (6) BACKFILL TO BE NATIVE SOIL 2X ROOTBALL NATIVE SOILTREE TIES 'BACKFILL $ (SEE SPECS) _ DIAMETER (SEE SPECS) SHRUB: ' - SLOPE PLANTING_ H L E T 4 " PVC SGN 4t PERF. PIPE _ TUBE A. N D GEL PAC SLOPE PLANTING HOLELE SET TOP F ROOTBALL BACKFILL TO BENATIVESOILC RN � ITH DRAIN PIPE TO CORNERS _ ,.,.a 1 A661E FINISH OR-A. WRAPPED IN F:ILTER SOCK. INSERT {SE SPECS� �1PEBLACK ROUND DRAIN CRATE CAP R TREE) l. ..: _ . _ - , 7 PLANTING HOLE T� _ 3LAYERMULCH ER1AL MAX.RAX1ABOVMULCH FINISH R ACE SET TOF ROOTBALL CORNERS WITH DRAIN PIPE 3HIGH WATERINGING BERM _ 4 8 II H GAANOTE: CABOVEF PR VIE AE FROM ( EE 1 RAEE PSET TOP OF ROOTBALL ABOVETR NK ROUND DGRATE CAP DCNOT MULCH PLANT PIT ... ._._:,. ._,.., i _.B .. .� . .. MATERIAL,-. :. .PMTS _ 1 F 4 DIAMETER CRUSHED 3 LAYER MULCH MULCH WISH FINISH GRADE- CU T. OF 1 M E _, MAX.. 1 ABOVE MU H F Fl I H NT ' � AREA FOR NATIVE: PLANTS 1 FOR D 24" BOX - -- PROVIDE 3: CLEARANCE FROM 2'-011. HIGH WATERING BERM ROCK FOR 15 GAL, AN_ 2 BO .PRO SURFACE SEE SPECS- 2 CU FT, FOR 36"BOX) TRUNK(SE SPECS) S � � UNLESS OTHERWISE 1 CU FT. OF 314" DIAMETER CRUSHED FINISH GRADE NOTE: 4 FINISH GRAQE ROCK, SEF SPECS NOTED ON PLANS §` " INSTALL" ee roof"PLASTIC ROOT BARRIER STAKE TREE PERPENDICULAR TO NC3TE. IN8 �. � DIRECTION OF PREVAILING WIND. 6" HIGH WATERING BERM PER MANUFACTI.IRER'8 SPECIFICATIONS I DETAILS. tai i D d TENT Id T N ©R ATS SPAR M CC}UNT�(tF RIVERS E hA SP T N Rt TME ATI.:..... dEPAR N : N P RT N VE IdE TRA C! (3 " . RI RS S COUNTY t3I`RIVERSIdE S TATIQ�C}EPARTMENT __ v COUNTY 43F _ _ TRAN .PDR TREE ON LEVEL GRADEGRADEPALM NATIVE SHRUB ON LEVEL GRADE P RAVE BY: aax APPROVED BY, ' APPROVED BY: { DEEP-ROOT BARRIER DETAIL NONE L 15 GAL. TO 36" BOX UP TO NON IRRIGATED VERTICAL&HORIZONTAL -SHAPE INSTALLATION , NMD3-05-12,1 . .:. "- REV. BATE.03-05-12STQ. P_�� � 1l4 �1 _�e� RE/ DATE.03 0512 1D. P-b�1 114rr-1rw . REV. ?} fi 7 { 1 FILE. ? DCIi_15-36TREE_LVLDW6 FILE• P t111_PRLM I5$TH.ItlntG FILE P-01 7 ,HRUB NRTI.E L iL D G Q LD � Z W <C F � Iy M d LLJ • Q W 1- o z W Z W o These plans have been reviewed by the Ccachella Valls Q d Water District in accordance with California Government J Code, Section (05561 et sera. requiring efficient landscape and irrigation design in cooperation with the local LD Q governing agerc� (City or Ccurty). approval of this LLJ drawirg b� CVWD staff close not constitute approval to i- encroach into district and U55R might-of-Way. Trees, plants, H walls and permanent structures of any kind mai not be w W planted or installed in CVIJD and U553R easements or z W Right-of-Way without first obtaining an encroachment permit z &Ad=-e Q from CVLUD. , W ry o Date W er 1"1 nageme p meat NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK z C V1aJD P l a r L4W o O WITHIN THE ROAD RIGHT-OF-WAY ONLY. D elo mer ices De artment � BENCHMARKS SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, W o NOTE; o �pQ C Pe PREPARED BY: WORK CONTAINED WITHIN THESE PLANS F DOC 9 2 1/2" BRASS DISK IN CONCRETE AT THE S.W. QUAD S.B.M. PM 36293, PP 2469Q - I.P. No. 120016 11/25/2015 �� P1; Z� OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN o � s TRANSPORTATION 1986 R-14,8 L. 0.3 BELOW GROUND THE THERMAL CLUB ' Q ENCROACHMENT PERMIT AND/ORA �s , ,t © '` D ASSOCIATES, INC. AND 3' S,E. ❑F PP# 950758D U DIAL TWO WORKING w . , n T A a LANDSCAPE PLANS (1 I DIANS) W Q v� '� ( GRADING PERMIT HAS BEEN ISSUED 71 -711 SAN JACINTO DR. WI W BEFORE ...� DAYS BEFORE g" " ' ELEVATION = 375.53 - RANCH � ,=MIRA ��ALIFORNIA I=LANTfNC� DETAIL _ � U YOU DIG YOU DIG ig tur7 W PHON /760l � 6 1x751 FAX 7 0 776-1753 �L ❑FaASHTS ,; The private landscape architect signing these plans is responsible for assuring ,�as° �' ;� /as USC&GS DATUM + 500' 1972 ADJUSTMENT, COMMERCIAL/INDUSTRIAL TOLL FREE 1-800-227-2600 the accurac and acceptability of the design Hereon. In the event of discrepancies L` � � WY P Y 9 �, $Date �P �° � "�` � ,�` � � FC]R�UTM LAND COMPANY, WC W,O, COUNTY APPR, DATE T a'4u 4 W <L rchiteci ,, . -07 .� arisen after count a royal or Burin construction, the rivate landscape a MARK BY DRTE � - SCALE:A L E� 1 30 0 A PUBLIC SERVICE BY 9 Y PP , , 9 P , , �T CR' 1983 W. 190TH STREET, X100 'FILE ND. W - �-' shall be responsible for determining inin an acceptable p table solution and revising the plans for REVISINNS F PLX�` CERT N . 3 7 0 E X 0 2 2 017 A TFC. H V� d o UNDERGROUND SERVICE ALERT P g p g P COUNTY OF C # TORRANCE, CA 90504 approval b the county, ENGINEER 1. THE LANDSCAPE CONTRACTOR SI--1,4LL E L KENS D AND CARR"T- 1.4. ALL PLANTS 5I4ALL 8E PL,4NTED IN N0LE5 A5 PER PLANTING-; I. PALM5 SHALL BE PLANTED U51NG ESTABLISHED PLANTING ALL NECE5SARY UJORKMEN'S COMPENSATION INSURANCE AND BONDS DETAIL (SEE DETAIL SI-4EET LSD- 1). TREE AND 54RIJ5 ROOT CROWN PROCEDURES. REQUIRED BY THE STATE. REFER TO PALM TREE PLANTING DETAIL. 6I-4ALL BE SET FLU6I4 UJITI 4 THE ADJACENT FINISa 4 r-ZRADE. 2. PALM TREE ROOT 5ALL5 SMALL BE TRIMMED OR CUT TO ENSURE 2, THE CONTRACTOR S�-4ALL 4PPL'T- FOR, f=A ' FOR, AND OBTAIN ALL S+-4RU S TO N4AVE BELOUJ GRADE UJATER RETENTION 8,451N UJITi-4 RECOVER' FROM TRANSPLANTING SHOCK. ALL REQUIRED PERMITS. GRADUAL 2 '' SUJALE. ALL TREES TO 14AVE BELOUJ r-: RADE UJATER RETENTION 8,451N UJITI-4 A 3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF 3. THE CONTRACTOR 6I-4ALL COORDINATE I-4I6 UJORK UJITN ALL 3'' CzRADUAL 5UJALE IN PL,4NTER BEDS AND 2 '' IN TURF AREAS. DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT RELATED TRADES AND L4LMD NO. 89-1-C. TIME OF DELIVERY OR INSTALLATION SHALL BE REJECTED 5'T' UJATER BASIN TO BE LARGE ENOUGH 50 THAT TI 4ERE IS NO CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE. .4. UJOR<MANSI-IIP AND MATERIAL ARE EXPECTED TO BE OF TI-4E UJATER RUN-OFF_ 4. ALL PALM5 SHALL BE CLEANED OF EXCE5SIVE DEAD AND RAGGED +HIGHEST STANDARDS AND QUALIT'r'. 15. ALL I-40LE5 5I 4A1-L BE TI 40ROUGI-4L'1- PRE -SOAKED UJITI-4 UJATER FRONDS OR FROND STUBBLE, CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGTH OF ro". AND ALLOUJED TO DRAIN PRIOR TO PLANTING. 5. ALL UJORK 16 SUBJECT TO THE REVIEW AND APPROVAL OF THE 5. CALLED OUT HEIGHTS OF PALM5 SHALL BE THE HEIGHT FROM TOP OF OUJNER'S AUT+-IORIZED REPRE5ENTATIVE AND L41-1`111D NO. 89-1-C. fro. CONTRACTOR SI-4ALL PROVIDE UJATERINCz BASINS AROUND ALL ROOT BALL TO BOTTOM OF LIVE FRONDS. PLANT MATERIAL. l. PRIOR TO BEC-SINNING UJORK, THE SITE SI-TALL BE FREE OF ro. PALM TREES TO BE PROPERLY WATERED IN AND SOILS PROPERLY 1-1. TREES (ONLY IF 5TAKING 15 REQUIRED) 15-GALLON OR LARGER TAMPED AROUND THE ROOT 5ALL5 WHEN PLANTING, LEAVING NO VOIDS ALL DEBRIS, UJEED5, OR ROCKS GREATER THAN 2 '' DIAMETER LJITIH OF SOIL AROUND ROOT BALLS. FINISH-GRADING COMPLETED. LANDSCAPE CONTRACTOR SHALL BE ARE TO BE STAKED WITH 2" DIAMETER LODGEPOLE PINE 6TAKE5, -1. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING PLANT MATERIAL MIN 2 PER TREE. REFER TO PLANTING DETAILS FOR PLANTING, 5TAKING, AND GUYING. OTHERWISE. UNLESS OTHERUJI5E NOTED ON PLANS. LANDSCAPE CONTRACTOR SHALL 8, TRUNKS SHOULD BE ROUGH WITH FROND BASES STILL SECURELY VISIT SITE IN ORDER TO BECOME FAMILIAR UJITH ALL EXISTING 18. TIHE CONTRACTOR SHALL REMOVE ALL DEBRIS, PLANT BOXES ATTACHED. CONDITIONS PRIOR TO SUBMITTING BID. AND CONTAINERS, MATERIALS, SUPPLIES OR EaUIPMENT, LEAVING 9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED TO DO 50. THE SITE IN A CLEAN CONDITION UPON COMPLETION OF LANDSCAPE -I. GRADE AT PLANTERS SHALL BE 2 '' BELOUJ FINISHED GRADE INSTALLATION. 10, TRUNK 5A5E5 MAY BE SKINNED TO A MAXIMUM HEIGHT OF 3'-4' OF ADJACENT a 44RD5CAPE UNLESS OTHERUJISE NOTED ON GRADING (TALLER TREES ro'). OR BERMIING PLAN. 19, UPON ACCEPTANCE OF THE COMPLETED PROJECT, THE CONTRACTOR SHALL MAINTAIN THE INSTALLATION FOR A 90-DAY 11. 5KINNED AREAS ABOVE THE (o' LEVEL WILL BE ACCEPTED, AT THE 8. TREAT PLANTED AREAS, DECOMPOSED GRANITE AND MAINTENANCE PERIOD. THE CONTRACTOR SHALL WEED ALL DIRECTION OF THE LANDSCAPE ARCHITECT AND 1-41-1-ID NO. 89-1-C. GRAVEL AREAS JJ1TH PRE-EMERGENT UJEED AGENT PRIOR TO, P AND AFTER, PLACING LANDSCAPE TOPP'INC-� AND A5 PER MAINTAIN AREAS AS NEEDED TO MAINTAIN A NEAT AND CLEAN APE'EARANCE± 12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT MAINTAIN IRRIGATION AND LIGa4TING S'T'STEMS (LJ 4ERE APPLICABLE) AND PLANTING 50 AS NOT TO DAMAGE OR LOOSEN BARK. MANUFACTURER'S SPECIFICATIONS. IN A LfKE-NEUJ CONDITION_+ AND APPLY A UNIFORM FERTILIZER 13, SEVERE CRACKING OR HOLES IN THE 5A5AL TRUNK AREA WILL NOT 9. THE CONTRACTOR 5�--IALL PROVIDE ALL PLANTS AS INDICATED AF= LIGATION AT 30 DA'I'S, &0 DA't'S, AND eO -DAM'S, BE ACCEPTABLE. ON THE PLANS, UNLESS OTHERUJISE SPECIFIED. ANY CHANGES OR AS NEEDED TO MAINTAIN PROPER GROIJJTH FOR ALL PLANTING. 14. ONE INITIAL WATERING WILL BE PERFORMED BY 5U5CONTRACTOR, SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BASIN WILL BE LEFT ON EACH PALM 50 SUBSEQUENT WATERING CAN BE AND L 4LMD NO. 89- 1 -C. 20, ACCEPTANCE OF LANDSCAPE INSTALLATION AND MAINTENANCE PERFORMED BY OTHERS. 5A51N 15 TO BE REMOVED DURING FINISH AT THE TIME OF DELIVERY THE CONTRACTOR SHALL PROVIDE THE UJILL BE DETERMINED BY THE OUJNER'5 AUTHORIZED REPRESENTATIVE GRADING. DELIVERY INVOICE TO THE LANDSCAPE ARCHITECT FOR HIS AND L 4LMD NO. 15. SUBCONTRACTOR TO UNTIE FROND RIGHT AFTER PLANTING THE REVIEUJ. LANDSCAPE CONTRACTOR SHALL REPLACE ALL DEAD OR DAMAGED PLANT PALM5. MATERIAL LJHETHER CAUSED B"'I' OTHER TRADE ACTIVIT'I' AND/OR 10. ALL PLANT MATERIAL SHALL BE FULL, HEALTHY, SHAPELY, NATURAL CAUSES AT NO EXTRA COST TO OLJNER. 1(o. PALM TREES SHALL SE PLANTED A MINIMUM OF 18" AWAY FROM DISEASE -FREE, AND INSECT-FREE, BEING OF A SIZE THAT IS BUILDING EAVES. STANDARD FOR THE NURSERY INDUSTRY, AND PER THE PLANT 21. TREE 'CLEAR TRUNK HE ICaNT' SHALL BE F:;,' MINIMUM ABOVE FINISHED GRADE 1-1. IT 15 RECOMMENDED ANY PALM TREE PLANTED WITHIN 5' OF ANY LEGEND. ALL PLANTS ARE SUBJECT TO THE LANDSCAPE FOR VIEUJING UNDER FOLIAGE CANOPY OF TREE. IF MATURE SPREAD DIA. OF TREE WALK, WALL OR STRUCTURE BE PLANTED WITH DEEP ROOT ROOT ARCHITECT'S APPROVAL AND 1- 4LMD NO. 89-1-C. EXTENDS BEYOND THE CURB FACES, THERE SHALL 8E 17 MIN. CLEARANCE ABOVE BARRIER TO A DEPTH OF 2' MINIMUM TO PROTECT AGAINST ROOT ROAD TO THE BRANCHING / FOLIAGE. DAMAGE. 11, BEFORE EXCAVATION, PLANTS IN CONTAINERS SHALL BE 18. WA5HINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER PLACED AS INDICATED ON PLANTING PLAN. OUJNER'S REPRESENTATIVE 22. TREES SHALL NAVE BREATHER TUBES. OF 14" 1"PEA5URED 4' HIGH ON TRUNK ABOVE FIN15H GRADE. AND L41-MD NO. 89-i-C 5H4LL BE NOTIFIED 3G_pI-IRS IN ADVANCE AND 5I TALL NOTE: CHECK LOCATION OF ALL PLANTS IN THE FIELD AND SHALL INDICATE THE NO PALM TREE SHALL 8E OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO RELOCATION AND PLANTING. EXACT POSITIONS BEFORE ACTUAL PLANTING OPERATIONS PROCEED L�1 Q 12, ALL LARGE PLANTS SHALL BE HANDLED UJITH CARE USING THE NECESSARY PROPER EQUIPMENT. THE CONTRACTOR UJILL BE REQUIRED TO REPLACE ALL DAMAGED PLANTS. Q Q 13. CONTRACTOR SHALL ADD PLANT TABLETS TO ALL q 1' PLANT MATERIAL PER MANUFACTURERS 6PEC4FICAT(ON6 > FOR CONTAINER SIZE. r� z ED z U W � d These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, 5ectior &5591 et sect. requiring efficient landscape n and irrigation desigr in cooperation with the local governing agercy (City or County). approval of this 01 _ drawing by CVWD staff does not constitute approval to H encroach into district and U55R Right-of-Way. Trees, plant, 3 walls and permanent structures of any kind may not be III w planted or installed in CVWID and U55easements or Right-of-Way without first odta irincg an encroachment permit d from CVWD. w '' ' {�' _ L-- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Date LJat nagement p meat z H o Q O WITHIN THE ROAD RIGHT®OF-WAY ONLY. D elv men e ices Department CVWD Plar 0 U I o MUTE �PNDscgp PREPARED BY: BENCHMARK: SECTION 3, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, I— 2 1/2" BRASS DISK IN CONCRETE AT THE S,W, QUAD S.B.M. PM 36293, PP 24696 — I.P. No,. 120016 11./25/2015. > WORK CONTAINED WITHIN THESE PLANS �� SK- UCIr q. ❑F HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY OF: RIVERSIDE o SHALL NOT COMMENCE UNTIL AN �� P = .� vj y TRANSPORTATION 1986 R-14,8 L. 0.3 BELOW GROUND THE THERMAL CLUB LSD ENCROACHMENT PERMIT AND/UR A �� o TKD ASSOCIATES INC. AND 3' S,E, OF PP# 950758D DIAL Two WORKING GRADING PERMIT HAS BEEN ISSUED w:a k" LANDSCAPE PLANS (MEpI�4N5) W Q BEFORE "..� DAYS BEFORE r� „z 71 -711 SAN ,JACINTO �R. _ L>J YOU DIG YOU DIG CWFOIRNIA ELEVATI❑N = 375.53 PLANTING DTAIL.S > He ,, RANCHO MAGE, �:o,° .a c� a' PHONE 0` 77 -- 751J FAX 7 0 776-1753 EF 4SHTS The private landscape architect signing these plans is responsible for assuring �9 � � USC&GS DATUM + 500 1972 ADJUSTMENT, COMMERCIAL/INDUS TRIAL rV ' i Vis; TOLL FREE1-800-227-2600 � � � �� . x �: � � �� �, � the accurac and acce tabilit of the design hereon In the event of discrepancies Date `� � ,. � .r � �� Y P Y 9 ,;? � P °;���°> "�� �` � ° '� . ,., ��>,; � ,JTM LAND COMPANY LLC ,❑, T sT „_ f NR W COUNTY n d arising after count a roval or during construction the private landsca e architect APPR, DATE _ Q A PUBLIC SERVICE BY 9 Y PP 9 � P P MARK BY DATE q ,. � _ S C A L E 1 —30 0 [l.. C� � determining � � � � T�' \�� ,�� 1983 W. 190TH STREET, X100 FILE ND. q!507,o- —a shall be responsible for determinin an acce table solution and revising the fans for REVISIONS V, AT d UNDERGROUND SERVICE ALERT P 9 P 9 P COUNTY OF CP CERT N0.#., 30, EXP F /2017 E �— approval b the count..., ENGINEER H� V� TORRANCE, CA 90504 �r VARIES 1:'-3" Mme. 8" TYP SEE PLAN 9 3 �a a 41 7_11-7 LL a e a 4 4 � e I 4 o- d a 44 4 1/2" MIN.. PLAN I ASHLAR RUNNING BOND BRICK VARIES W TyP' NOTE: RUNNING BOND BRICK SEE PLAN � PATTERN TO BE USED e 4 � d. a n ` py a -1 I I i1 1= I 111— f I1 I 1 fi SECTION I CONCRETE CURB AND GUTTER 3" THICK CONCRETE PAD PER GEOTECHNICAL REPORT BASE H9RRI GBONE GEOTECHN CAL REP©RID COMPACTION PER 3/8" MINIMUM GROUT JOINTS 3" TO 6" DIA. ROUNDED COBBLE, NOTE: I 1" MAX. ABOVE CONCRETE SURFACE GROUT TO WITHIN 1/2"TO 1" OF TOP OF COBBLE SURFACE. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE TRANSPBRTATIC�N DEPARTMENT °�'�" , STAMPED CONCRETE PATTERNS GROUTED COBBLE APPROVED BY: _ APPROVED BY: F AT MEDIAN NOSE END , STD. H-"g W = 1I-on REIT: DATE:0346-12 STD. H-017 3/4" _ 11-M _ REV: DATE:A3-U5-i2 FILE; H 01E8_ i AMPED_rONC�E 1 E,D'WG FILE H-01 ROUTED_C £iRLE ^URB D` G L? > NOTE. DETAIL PROVIDED FOR MAINTENANCE WALK ONLY A p p 14% 18%OR 2S7f-. 7%9, OR 14 T,9, OR 14 MAINTENANCE 27WALK WALK MAINTENANCE' 2 49 - - TYPE"D"CURB PER STD. NO:204-\� 296 M1N, 2%_1011N. ,- TYPE"D"CURE • — (rn PER STC .NO.204 th\U'f1�� � W �%{ l �'`.�'�f t+ 2% LD (N 0 14'THICK 1Ci 4"THICK r 'n W a . DRAINAGE SYSTEM(IF REQUIRED). z �. ; ED M 'a$ti" "� NOT TO SCALE W z W o ABEIRE I:ATI[ON NOTE: beer reviewed b the Coachella Va Ile I_ Q L C _ -; _ These plans have bey ETW=EDGE OF TRWUELED WAY 1. ALL LAI�IDSC�+RING AND IRRIGATION PLANS MUST BE APPROVED BY THE TRANSPORTATION U DEPARTMENT. Water District in accordance with California Government W 2.-CONTINUED MAINTENANCE OF PLANTED LANSCAPING MUST BE GUARANTEED THROUGH Code, Section 65591 et se ->. re u i r in efficient landscape e 1— G p p W a A MAINTENANCE DISTRICT QR OTHER COUNTY APPRt VED MECHANISM. — a- �' IRRGATONMUSTBEPROVIDEDBYEITHERADRIPSYSTEMORPOP-UP TYPE c�nc� irrigation design in cooperation with the local L13 i 3. SPR I I overrin a enc (Cit or County). approval of this W � 15 m SPRAY HEADs. g g A 4. INSTALL B"CURB AND GUTTER STCI,#201: IN PLACE OF TYPED"CURB WHEN FLOW'UNEj drawine by CVWF_) staff does not constitute approval t o M IS AGAINST MEDIAN DUE TO:SU 1- encroach into district and U55R Right-of- Jay. Trees, plants, — ' m 5. ADD#4 REBAR x 10' DOWELS AT 24"C-C TO TIE CURB TO MAINTENANCE SIDEWALK. walls and permarent, structures of any kind may not be 3 6.;'DRA:INAGE SYSTEM REQUIRED. Z planted or installed in CVWD and U551`R ea>sements or z U ) Riceht-of-way without first obtaining an encroachment permit from CVWD. W ry F-1 Date Wat anageme artment ~ W NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK LD U WITHIN THE ROAD RIGHT-OF-WAY ONLY. nt o CVIUD Plan4Wv d m er�Ices De artme o NOTE �PNDscAP PREPARED BY: SECTION 33, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO, BENCHMARK N WITHIN THESE PLANS DO 2 1/2' BRASS DISK IN CONCRETE AT THE S,W, QUAD .B. ;. 9 PP 24 - I.P. N 12. 1 11/25/2015 < > J1WORK CONTAINED I ��� Pc,`[ c�y, 'np OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT COUNTY ❑R RIVERSIDE 0 SHALL NOT COMMENCE UNTIL AN � o TRANSPORTATION 1986 R-14,8 L. 0.3' BELOW GROUND �, THE THERMAL CLUB ENCROACHMENT PERMIT AND/ORA ,�� TKD ASSOCIATES, INC. AND 3' S.E. ❑F PP# 9507580 �' �< �, - - LANDSCAPE PLANS (MEDIANS) � DIAL , TWO WORKING , ; ��,�, �,� U Q 0 ((� GRADING PERMIT HAS BEEN ISSUED § ������ �:x �,��� � -+ 71 -711 SAN JA�CINTO DR. IW W W BEFORE . . DAYS BEFORE I ELEVATION = 375.53 U YOU Dk YOU DIG i to e RAMC � MIF ;'�vE � ALIFORNIA HARD5C,APE DETAIL6 W o-rv, ', � PHON I f r assurn -'� .. ( � 6' 1751 FAX 760 776-1753 C7FSHTS The private landscape architect signing these plans is responsible o g �", USC&GS DATUM + 500 1972 ADJUSTMENT. COMMERCIAL/INDUSTRIAL —800-227-2600 r , TOLL FREE 1 the accuracy and acceptability of the Desi n hereon: n the event of discrepancies ,,,- Sri . - A ry WFE]R JTM LAND COMPANY, LLC W.❑, COUNTY : Y 9 p s, ate/ �P � .� �`: ,�� ,�� x � .� � u,� �a „_ „ CL after t approval or during construction the private landscape architect APPR. DATE l , Q I arising a to county app o g p p MARK BY DATE q SCALE 1 —30 0 1983 W. 190TH STREET 100 � �, ' A PUBLIC SERVICE BY � : : REVISIONS TF \F� �a z # FILE ND. W shall be responsible for determining an acceptable solution and revising the plans for OF CPL CERT N0. 2370,;,,,/tXP 02/201 j7 DATE. H� V! TORRANCE, CA 90504 Q n UNDERGROUND SERVICE ALERT COUNTY CL approval b the county, ENGINEER NOTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS _ ii -- ' AND SPECIFICATIONS. i jhi i y Fri I itl I ijJ II I I I i I I u fl Ih 1 J LI I� I-1 4 I Ij h' h II II 1 '0-0f � 1,31 2" MIN. fl if 1=k 24 t Ll ii II4 ii it l If I' i• _, SIDE VIEW � r--7-'- FRONT VIEW METERED ENCLOSURE iii GALVANIZM ANCHOR BOLT 518"x, 18"x 4" WITH 90 DEGREE BENCH (4 REQUIRED) PADLOCK HASPREADING COVER AND METER SOCKET LANDING LUGS 1 Q) TEST BYPASS BLOCKS 4 UTILITY DOORMAIN BREAKER @ / BRANCH CIRCUIT BREAKERS SERVICE CONDUIT LOAD CONDUIT @ CONTACTORS CONCRETE FOUNDATION ' . GROUNDING LUG FINISH GRADE GROUNDING ROD WUNW 5F_RIVI_�Tkilk T TIC IN DE �E�° " ELECTRICAL PEDESTAL OPTION #1 REV. 03-M-12 DATE. FILE -M- FILE E-001_ELECTPICAL PED1 DWG' NOTE: FOR REFERANCE ONLY a 77 W d W � �4 Z U 'W D —1 Q These plans have been reviewed by the Coachella Valle Water District in accordance with California Government H n, Code, Section (055,31 et seq. requiring efficient landscape LD d and irrigation desigr it cooperation with the local goverrircg agercy (City or Courts ). approval of this drawirg by CVLUD staff does not constitute approval to encroach into district and U58R Right-of-UJay. Trees, plants, w W walls and permanent structures of ary kind may not be z -cam planted or installed in CVUUJD and U55fR easements or Q Right-of-Ullay without first obta iring an encroachment permit from CVUUD. • Z" Ile Date ujater ana eme meat LL_ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORD �� g U O WITHIN THE ROAD RIGHT-OF-WAY ONLY. CVUt1D Flar ; ee(o m `t ervices De artment L� o NOTE: � �p,NDSCgp� PREPARED BY: BENCHMARKS SE�TIUN 33, T{3V11NSHIP 6 SOUTH, RANGE 8 EAST, SHEET NO. WORK C❑NTAINED WITHIN THESE PLANS o 2 112° BRASS DISK INF flOCZ/ .w- kq CONCRETE AT THE S,W, QUAD S.B.M.S.B.1VL. PM X6293. PP 24690 I P N© 120016 11/25/2015 SHALL NOT COMMENCE UNTIL AN ��` P C' OF HWY 86 AND AVE 61, STAMPED CALIFORNIA DEPT � e� ,, ��,� �� ti _ COUNTY ❑F RIVERSIDE rC �, O TRANSPORTATION ENCROACHMENT PERMIT AND/ORA ,�;r � � �, �+ �-s I❑ 1986 R-14,8 L. 0,3 BELOW GROUND THE THERMAL._ CLUB DIAL TWO WORKING c �� ;� 'd' o rri TD /�1sS �+IITEJ, INC. AND 3` S.E. OF PP# 950758D � �(� GRADING PERMIT HAS BEEN ISSUED, �, W W W BEFORE DAYS BEFORE �. � ;� �� --� 71 -711 SAN,-,JACINTO DR. LANDSCAPE I PLANS (MED1,4N5) RANCHO MTRAGE„.�ALIf0RNIA � YOU DIG YOU DIG F - � ELEVATION = 375,53 g ELECTRICAL D TAIL5 I— The private landscape architect signing these plans is responsible for assuring ”, x � % � � � P H ONE ;6 0 7",_-17,51 FAX (/76 0 776-1753 9 ) / TOLL FREE1-800-227-2 „ 3 . . (� 600 the accurac and acce tablet of the desi n hereon In the event of discre ancles ,° USC&GS DATUM + 500 1972 ADJUSTMENT, �F,Z48HTS Y P Y 9 P ,. a, COMMERCIAL/INDUSTRIAL CL <C rlandscapeD, e l s arlsln a.ter count a novae or durin construction the rlvate arcnitect S �" �P .�„�„ .,.,: ,.. M� .. � .� � . `\..-- A PUBLIC SERVICE BY 9 y PP 9 � PMARK BY DATE APPR, DATE T �n :$ � ���,- ry��w �� � ,� � ° ; d. CY , , � F�R.JTM LAND COMPANY, LLC W.D. COUNTY ' sallber n 0 h responsible Bible for determining an acceptable solution and revising the fans for REVISIONS SCALE 1'=30'—O' GL UNDERGROUND SERVICE ALERT P 9 P 9 P F OF CNo- CERT N0. a°° 3�0 EX AT �; TOR N 190TH STREET, X100 1 FILE ND. 02 2017 � A,, approval b the count ENGINEER COUNTY / H V TORRANCE, CA 90504