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Portola Avenue Sidewalk Extension_1
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SIZE �, G2U�4NTITY PLANT FAGTOR GOMMENTS � 'n ��` = SHRl�5 ��' c � t � . : O — A6AVE A►MgRIGANA I�FYBRID / �;�RY PLANT 5-6ALLON 2 L-02 NA s � c hG,4Gl�h STENOPHYLLA� / 5HOE51`RIN6 AGAGIA 3b" BOX b L-0.2 51N6LE 1RUNK. -" y -� �. s 0 STih� IF NEEDED. � — GAES/�LPINIA MEXIGAIN� / N�CIG�N BIRD� P�RA�DISE 5-6ALLON 8 L-0.2 N�4 i � LOY�R BRANGHIN6 , �.:�,. � � K�PT INTA�GT, ♦ — GALLISTEMON LITTLE J�HN' / DhIARF 80'T'F�;�BR�V�'.�H S�iALLON 6 M-OS NA � . NO`R�IS� GAidOPIES. � Y�htIN6TONIA'ROBUSTI� 'HYBRID' / 18' �Y�l I H-0.8 24" DHH OO — �qLOE P�RYIFLORA /'f�D YIJGGJ� ��, � I-6�V�ON 14 L-0.2 Nr4 v MEXIGAN FAN PALM TR�F� F�16HT � - , o c ' 10' 0' 10' 20' � � � ��� s � z SCALE: 1"=10' � j� � � � — ANTI60NON LEPTOPU�3 / C�15 I�IRE�TH 5-6ALLON q L-0.2 aTT�4GH TO WALL � � Nl�R5�RY STAKE TO � � � A' BE 1.E�T IN PL4G� To C.V.W.D. DRAWING APPROVAL ` s . TRAIN TO WALL � r MAT�RIAL I SIZE / QUANTITY ' ' C1+.a�o.t � ` - �� � INLRT ARDUNDGQV�R . �� + ; oErun o� Rcc M, D�G. Np, i DEGOMPO�.� F3RANI1'E - 3/8' MINUS W/ I IAS FINES �� � -� R.c�.�. � •�,,+;. ,�.,: o � .���;'��;�,;��,w:•� DESLRT 80LD / 1,626 5Q. FT. � c $UPPLEb1ENTAL„8�'�; : ••�-•'r':r'::%�.. �S' DA F #114 ELEV 182.77 � 2' DEPTH MIN. AFTER YVAT�IN6/TAFIPER ` � � n 2" BRONZE DISK IN CONCRETE CATCH B�tSkN AT INLET AT S.W. CORNER OF PORTOLA AND FRED WARING ON WEST SIDE OF C i Y } PORTOIA AVE. ' � � J N 5532-02 NAw ,s2s � � . BEN�HMARK: THE ELEVATIONS SHQWN HEREON ARE BASED ON TH� ENGINEER aN LANDSC�APE ARCHITECTS SEAL CITY OF PALM DESERT PLAN CFtECKED BY: � + jdl,� �� REVISIONS . /(��� CiTY OF PALM DESERT BENCHMARK N0. 115 AT THE NORTHWEST ►�ARK 8Y DA?E �R• �A� rI,,- �� �A� VY�RKS D tr CORNER OF FRED WARING DRIVE AND COOK STREEi'. �- S"�' D LANDSCAPE ARCHITECTURE, INC. pp�/� ARTMENT OF PUBLIC CtTY OF PALM DESERT ' ���DS���j� ��� ITEtTURE APrnV BY: . � � QC �1/ATION: 164.425 FT pATuM: NGVD 1929 `'ft 3�a4 �oTH sn�EET su�-fE 200 _ PORTOLA AVENUE SIDEWALK EXTENSIOIV � DIAL TWO WORKING " `' � � RIVERSIDE, CA 92501 �jt�o CIVIL � � , ` BEFORE DAYS BEFORE BASIS OF BEARIH.GS: THE BEARINGS SHOWN HEREON ARE BASED o � � .* P. (951) 683-1283 F. (951) 683-4352 gp p�� ' _ M�1C�NESL4 FALLS TO A� �DG� � � YOU DIG YOU DIG ON THE NORTI� AMERiGAN DATUM OF 1983 AS OBSERVED BETWEEN NGS STATIONS DESIGNATED AS TOI�ITITT AND RAMO, BOTH BEING � PREPARED UNDER THE DIRECT SUPERNSION OF: qTM �qN� rnAF�c ��, ��� TOLL FREE 1-800-Z27-2600 CLASSIFIEQ AS HORI�ONTAL ORDER� B. PROJECT CONTROL POINT t 4� � 19,� . 6/30/2009 ' �� ��- � PLANTING PLAN �� Fl� N� � = A PUBUC VICE BY C O O R D I N A T E S, A L S O B A S E D O N N�`S O B S E R V A T I O N S A ND A R E " O f � l\F� D A T E: c UNDERGROUND SERVICE ALERT CAL.IFORNIA STATE PIANE GRID ZONE 6. IAN J. DAVIDSON, R.L.A. N0. 2651 EXP. 06 30 Q9. WED N ECOMMENDED BY: D 7E LANDSCAPE A . A . i • . - �_ , : � .ac�i, _.rrf�c,. . - PL.ANT PALti) SO THAT AXIS IS PLU�B • . '�a � � 8'-12' ARIES � � �� d . _ �� . ��i ,� �, r— �•. r - DO N4T QVER TIGHTEN CINCH TIES, j ALLO� TREE TO I�OVE DEPRESSED WATERING BASIN 12" V�V�TH 18 GAuc�cA���l�s TYP. �! 2 �/2�� LODGE POLE PINE �,,,.,,,h. 0 0 TREE STAKE (2 EACH) � p 0 0 CINCH TIES (�It�II�U�) 12° A�►AY FR01� EDG� OF ROOTBALL `'w�`�� SEf TO TOP OF ROOT CR01�N AT FINAL GRADE �2• • `"�,,.�. `"�-4,.,,, 0 SET TOP OF ROOT CROI�N AT FINAL GRADE � DEPRESSED �tATERiNG BASIN � FINISH GRADE � =111111=IIIIII IIIIII , = Iillll=111111= - IN� G�E IIIIII= _ " . ' . =IIIIII 12� a o � � _ _ _ _ IIIIII o _ Illill IIIIII =11�11`111111=111111- �IIIII a =ii��i►ii�iiiiiiiii i�►i i'� : 111111=111111= = =IIIIII =IIIIII=IIIIII=IIIIII = NATIVE UNDISTURBED SOIL IIIIII IIII ' ' ����IIIIII��I��� =III) =1 =I —' = NATfVE UNDISTURBED SOIL IIII�II _ 2X ROOTBALL 0 FINISH GRADE � {�' 18» F�NAL GRADE 0�1 000� VINE 2x Roora�u NOTES: -IIIII►=11 II = — IIIIII =lillll=l . T&4 _ IIIII � �°R�PiT s�� IIIIII= IIIIII = IIIIII= =IIIIII=IIIIII = = = I = I TO�cI�IGATIox�. N OT E S. IIIII - � IIIII I = I IIII_I IIII IN ruRF ��s �►v� A e�RE �� = IIIIII=IIIIII=IIIIII=IIIIII���IIII II II IIIIII- IIIIII •� IIIIII IIIIII_ APPROX. 16" A�IAY Fl20� TREE BASE PLAI�T SHRUBS �IINI�IUI� OF 3' FR01� _ _ � NATIVE UNDISTURBED SOIL IIIIII = ' - - IN ALL DIRECTIONS CURB IN �1EDIANS, 3' FR01� CURB/SID�V�►ALKS N OT E S: I I I I I I 2X ROOTBAI-� I I I I I I = = - I I I I . APPLY 1" THICK LAYER OF I N P A RK�t A Y S O R A S N O T E D ON PIANS TAI�IP dc �IATER—SE1TLE —2X ROOTBI�� DECOMPOSED GRANITE APPLY 1" THICK LAYER OF MVH�� PLANTING � 06V TOP OF ROOT �4LL DECO�IPOSED GRANITE TOP OF ROOT BALL STAKE SINGLE TRUNK TREES IF NE�DED E3N TOP OF ROOT BALL NOT TO BE LO�IER THIW FlNISH GRADE NATNE UNDISTURBED SOiI . DO NOT STAKE ULTI TRUNK TREES FORI� 3" BERI� TO CREATE TE�IPORARY �JATERING APPLY 1" THICK LAYER OF N 0 T E S. , ��N (USE �iITH BUBBLER IRRIGATION aN�Y) DECO�IPOSED GR�WITE APPLY 1 THICK LAYER OF . FOR�) 3" BER�I TO CREATE TE�IPORAR`f WATERING ON TOP OF ROOT BALL DECOI�POSED GRANITE ��N (USE �ITH BUBBLER IRRIGATION ONLY) ON TOP OF ROOT BALL 'c _ . � � � pa�: MARCH 2Q08 TR EE I N STALLATI 0 N . NoNE NoNE S�. DATE: MARCH 2O08 S H R U B I N STALLATI 0 N �: oa�; ►�cH zoo$ . o a . PALM TR EE I N STALLATI 0 N S�. N NE pA�; �IARCH 2O08 NONE � P�T ��� �� �T �►�►� �. ES PALI ER D ETAI L �: �. �gnature on �ile Si nature on File Si nature on Flle �T ��IMN� N�• �T � LANDSCAPE�GR. �4NDSCAPE DIVISION CITY OF PALIVII DESERT 0 O 1 LANDSCAPE DIVISION CITY OF PAl.l�l DESERT Q O 2 LANDSCAPE DMSION Si nature on File � No. � � _ LANDSCAPE GR. LANDSCAPE . CITY OF PALI� DESERT O O 3 LAMDSCAPE GR. �NDSCAPE DIVISION CtTY OF PALI�I DE'SEf7T O O 4 � .- � .. i � , _ � � � C • v a � a �, . � r i CITY QF PALM DESERT LANDSCAPE INSPECTION SCHEDULE � � Q n 1. SLEEVING/GRADING 5. GROUND COVER(DECOMPOSED GRANTTE i • SLEEVE DIAMETER,TYPE,DEPTH AND LOCATION . 'rypg � � SOIL SURFACE DRAINAGE,ELEVATIONS AND TRASH • DEPTH& SPACING (INCLUDING WEEDS&RUBBLE) • COMPACTION � � z 2. HARDSCAPE/BOITLDERS -COBBLE 6. FINAL ' a • EWALK&WALK LAYOUT • IRRIGATION � c • ITIES LOCATION •• VALVES, BOXES &WIltING � � • BOULDER TYPE, SIZE,WEIGHT&PLACEMENT •• CONTROLLER OPERATION&SCI�DULE -- •• SPRINI�LER,BUBBLER AND/OR DRIP EMITTER t • t . ATION SYSTEM ROUGH-IN TYPE,FLOW RATES &QUANTITY PER PLANT � � TRENCH DEPTH&LOCATION .• s OVERALL OPERATION a • PIPE SIZE&CLASS •• AS BUII,T + > • RESSURE TEST(125 PSI FOR 6 HOURS • TREE STAKING 4 • OVERALL � 4. PLANT MATERIAL(TREES&SHRUBS) � • ONDTfION � 0 • TYPE z • PLACEMENT v . � 0 c c � t u z s c i u - C.V. .D. DRA NG APPROVAL � dwaln� �A � �101�! � � Rloam�wM� � oe�nr as �w e N,, D� N0. s �pp,� 0 �K -a� �.c,c,M., � SUPPLEI�ENTAL BENCHI�AARK: � F REVISIONS DA?E AppR, � #114 ELEV 182.77 c a 2" BRONZE DISK IN CONCRETE CATCH BASIN AT INLET AT S.W. . CORNER OF PORTOLA AND FRED WARING ON WEST SIDE OF t PORTOLA AVE. J N 5532-02 NAYD ,s2s c s � BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE ENGINEER ��n' LANDSCAPE ARCHITECTS SEAL CIIY OF PALM DESERT � �� REvisioNs IAN DAVIDSON PLAN CHECKED BY: � • D CITY OF PALM DESERT BENCHMARK N0. 115 AT THE NORTHWEST �IARK BY DATE APPR. DATE � DEPARTMEhIT OF PUBUC M�ORKS Crl'Y OF PALM DE ♦ . CORNER OF FRED WARING DRIVE AND COOK STREET. F D LANDSCAPE ARCHITECTURE, INC. � i APPROVED BY: � ELEVATION: 164.425 FT QAIIl�; NGVD 1929 ,`��,��DSO,y „�,,,,�,,E AR MITE � � a DIAL RKING � �� 3744 10TH STREET SUITE 200 p�p� ��c1�� �u� �T' BEFORE � BEFORE gASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED `'' < `� � � RIVERSIDE, CA 92501 ' � �,� CIVIL �VI'7 1 Q� A�c,�1UE �11.�nir+�`.1� � ! YOU DIG YOU DIG ON THE NORTH AMERICAN DATUI� OF 1983 AS OBSERVED BETWEEN * * P. (951) 683-1283 F. (951) 683-4352 BO CHEN DATE MACNESIA FALL3 TO A� � � � NGS STATIONS DESIGNATED AS TOMTITT AND RAMO, BOTH BEING J',,, � 09 � PREPARED UNDER THE DIRECT SUPERVISION OF: a'n ENciN R TRAFFIC � �� � TOLL FREE 1-800-227-2600 CLASSIFIED AS HORIZONTAL ORDER B. PROJECT CONTROL POINT 'J, � R.0 E. 1 , 6/30/2009 t � • PL � A PUBLIC ERVICE BY CAL�IFORNAAESTATE PLANEEGR�D ZONE 68SERVATIONS AND ARE FQF �A`\E� DATE: - 7 � ANTINC� D�A�LS C� Fl� NU �R � UNDERGROUND SERVICE ALERT IAN J. DAVIDSON, � � � R.L.A. N0. 2651 EXP. 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DRIP �tlTTgl� ON 5GH bo RI� NtI�INLit� ' OF " o� MASTER YA►L.YE - I" � « DOYV9�MITH �O Z I�LR P1.�NT WA 'JO Z d�M� x Z 6,L,SHT. q GONT'R�OL YALYE i" 1.8 MAXINA�M L��AND - 4 FsPI�� � � z TORO TIS-Ob-OD Y�4T�ER-BR�D AUTOM/�TIG WN.L MOI�tT Ll�►T�RA�L LI1�5 tS �P5 �.9 N�IM$� OF 1/AL1/E-5 - � � � WITH TORO LT-bIZ-SY PR', �11fl �1/IGE ,�6l��lT 8 �TA 1�1, �NT. q ��ING�5 RILT'l7�, D�ALL. Y�4l.VE, /WD PRC55tJRE I�UI.ATOR - � DETAIL � t�E'T'�l. PIPL sHALL DE t�S�D FR�OM � POG ro MA,STER C�ONTRQL YAL�IE GONTR�OLLER 51ZE - 8 STATION � `�T��- P'� � �� 5TATIG PRES�'.�URE AT i�TTER - 56 P51 " � TOR,o �ab-ot, �se� t��t c.orrneo� v,�t..v� i» �, �rr. q PIP� 51ZIN6 �C,H 40 P1�G SL�1/IN6 � MISG. 1.05�5 "1'�N�J °�Y51'LM IIOA� �.Z � � Q T PL.AN gIZE J, �HT'. q O.'73" I'IPl'� 1.25" �3L!'t1/E I-b NqRE.S W/1 MAII�IAE ,+1ND VALY�i gF10NW OU't'31DE TOT,�1L. P1�tJRt 1.05E�5 2Z:19 aRE�4 riHRU�6 - (,'114 5Q. FT. � �" ��= I.S" SL.lg1/E q-Ib WNt� O.S" PIrE Of1° rL�NT'ED A1�A3 �OR GL�VtiTY ONLY. P'F� 1�JMQED AT Htr4D 90A A1�A TURP - O 5Q. fT. � ►� NI�C.O T-�80-'10 9R41VZE D�N�.L YALNE- i°9Ji.L t°�ORT LIN� �IZ� B, gFfT. q --�� I.�'3" PI}°E ZM gl,t�VE 19-�6 WIURi� O."13" PI� II�Ti�LL ALL 11t1t16�►TION F�JIPNEMT IN TOTAL PI!'�581JRE R�JN�D '3Z.'18 TOT�4L�. �4RE�A GO'1/EREt7 - i,'71q 5Q. FT. � r Q RAiN �311iD �:3UI�C� GUJIGK GOUPL� 9�4" H, SFFT. q ��� 'Z" PIPE �'S� 'JL� Z'1-0b WIR� I" PIPE P'LAhITED � ExGL'P'T GVYVD STATIG PIRE�URE '3bA � S' 9L� ',lr1�34 WIRE�3 I.�'3" I�I}�E ��j„�.��' YVIRC6�� 1�JbT RIJhI � � � R^IN BIRD PLB S�RIES YAL1/� AND C�K�GHK-100 FILTCR I" I, �FIT'. 4 �- Z.'3" PIPE � E 5Y@+'1'Eh'� Ri:�IDUA�L P�8lJIR� +1!I't --�F--- '!" PII°E 4N �� '.�-100 WIRLS 13"/�" rI�E UI�l1t HUV�DSG�U°E TO DE SL�D IN o R�11N f'3H�1? xGZ-100-GC�M DltIP ZONL KIT I" G. :lFIT• q �* 4" PIPL bN � IGD+ WN�ES �3"/:°�" 1�I�E gGH 40 PVG, ��.eL1/L'3 �GGORDIN6 TO � � _ N AN � �\/! A M � � �I I�f7 �/�7I�1• / _. - - - - gGH 40 PYG tRf�16ATION PIt�BUl� MAit�.li�: - 18" MIN11rNJM GO'Y�R �" D, SHT. q � b. �� �• .a••�' r� WR �. �.�.�: �I�. �� �� � ° �--- 8 1°IrL I� !�.L'EVE WA b rlrE 6REEN IN GOLOR IN TURP A►RE�45 � GL�x3 ZOO P1/G LATLRAL LINE - IZ" MINlNwJh+t G012R 1°LAN 51Z�: D, SFIT. q � ANI� TAN IN GOLOR IN PL�NTER 10' 0' 10' 20' i - _ _ = 5GH 40 P1/G NiRI6ATlOhI PIPE/GONTROL WIRE :� - 18" MININNJM GO'N�R PL�N 51ZL D, 5F1'T. al POINT OR GOt�GT10N ��' c SCALE: 1 =10 r� i�i6Ar�� �aacr o� co��r�cTiar nir�cnY �ow��,�r� o� ��.ow �eveNr�e irrr�T,�u.�.�ron �r cvwe. » � ; _.._..�.._ PVG GLAS� 200 NItRE 5L� - 51ZE NrD LOG�ITION 1''�°ER GONT'R�C.TOR 1°LAN 51Zi 1�, 5H'T. 4 1/�RIfY FXAGT LOGATION IN THE fIELD �1VV ^D.�T I15 f�CGl�5AR'�'. I1�TN.L M�6TCR Y��L.1/� D�OYWSTR�:�1Nt 4F � - � r�or �orw � fli�cT euRl,y.� uo�+o� ru� ruTM w�Te�e�ooF Go�croNs w� a, sHr. a ,+are ru� To � M�,4e�� an�e�. r�war�u�r ��e im q cs�r�t C.V. .D. D R AWI N G AP P R OVAL � AT ST�TION 1�1. 5TATIG PR!'�IJRE AT T�TCIt IS Sb P�I (I1�ORMATION FR�OM D/1Wd AT GOAGHEW4 VN.L�Y p � YVATCR D15TRIGT YW�1'�R MANA6I�NII:htT DCPARTNd�IT C'I60�18-Zbbl� �l I�JrO�/OO). GONTRAGTOR SFMI.L VLRIFY °'� �� � P1�6URL PRIOR TO 9Tr+VlT Ols ANY IN5Ti+11.l�.�4TION. IF A P�BUR! RLLATCD IJat� IS It�NTIf�IL'D, NO'Tli'nY LNVD3GAPE � AftGHIT�GT IN NRITIN6 It�EDIATgL.Y. "�°°""'"idi� o�,nr oe ,�,,. � �+o= a _ AP°�O� a�K -a� R.cc N.. c � r�]I�ITQnI 1 PQ $�JPPLEMENTAL BENGHMARK: INSTALL IRRI6ATION GONTROLL�R I�1T THE �rOUT�lRN PORTION OI= TF� 1�RQ.JYiT OLHII� EXISTII� P�OP�TY LIN� WN.L �� DAlE ApPft. ` • #�1,� ELEV 182.�� /1� 9HOYwl Ohl TTI�: 1°L�. I1�TaLL IN STRON6 DOX �-I8-�J6 STAIFIL� STRL C1�IG�.D�URL. �INAL GON'TROLt�.LR a LOGaTION TO 8'E aPPRO'Vl:D IN 1i� #�IELD BY Ti� OYV�R. T'HE OYW�°R 19 TO rR0'VIDE I?OY �1G !'OW�R TO T1F� 1�IN��L f 2" BRONZE DISK IN CONCREfE CATCH BASIN AT INLEf AT S.W. GONTRL�LLER LOGATION. T� 112li16I1T10N G�Ol�tl'RIIGTOR SFIALL Mr4KE �4L.L f11d�L GON�ECiTIONS I�LR LOG�4L GOD�. CORNER OF PORTOIA AND FRED WARING ON WEST SIDE OF MOI�IT� 6R�OI�� /�NQ j�I� /11L„�. 'r}� (iQN1RQL, �J�PF�ENT P�R T}� M�V�l�iTI�R'j D�R�Ci'r'�QNS� T� PLaj�j� /�ND � u PORTOLA AVE. ��, a,.,(„ j„QGI�'�j„ GQQ�3. i J N 5532-02 NA�ro ,s2s � � � BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE ENGINEER ��N LANDSCAPE ARCHITECTS SEAL CITY OF PALM DESERT PLAN CHECKED BY: + CITY OF PALM DESERT BENCHMARK N0. 115 AT THE NORTHWEST MARK BY DATE REVISIONS APPR. DATE D IAN DAVIDSON � � , SCrlPF LANDSCAPE ARCHITECTURE� INC. DEPARTMENT OF PUBUC WORKS �i� �� C�TY OF PALM DE�T � � CORNER OF FRED WARING DRIVE AND COOK STREET -�,t� APPROVED Y: �� S � ���sop �p n � • 164.425 FT DAISJ�d; NGVD 1929 y ot� � UNDfUVE ARCHITECTUR CIVIL �T '` '� � 3744 10TH STREET SUITE 200 PD�OLJ�1 A��U� ��K � � �` � r I RIVERSIDE, CA 92501 �( ( DIAL TWO YV�RKfNG ARE BASEb � � -' ` P. 951 683-1283 F. (951) 683-4352 � MAC�VESIA FALLS TO A� � � � BEFORE DAYS BEFORE � THE BEARINGS SHOWN HEREON � ) 80 CHEN DATE , "` ' i, YOU DIG YOU DIG ON THE NQRTH A ERIC/4N DATUM OF 1983 AS OBSERVED BEfWEEN * 0 09 * CITY ENGINE �� NGS STATIONS DESIGNATED AS TOMTfTT AND RAMO, BOTH BEING J'�' � PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E 19 30/2009 TRAFFIC CITY FlLE NU BER � • � TOLL FREE 1-SOO-2Z7-2600 CLASSIFIED AS HORIZONTAL ORDER B. PROJECT CONTROL REINT !'F OQ� �f�� IRRIC,�ATION PLAN _ COQRDINATES ALSO BASED ON NGS OBSERVATIONS AND A OF ��� �A�� ��' • ' c A PUBUC RVICE BY > � IAN J. DAVIDSON, R.L.A. N0. 2651 EXP. 06 30/09 REVI WED AN `REC MMENDED BY: D TEA i " LANDSCAPE t1 UNDERGROUND SERYICE ALERT CALIFORNIA STATE PL4NE GRID ZONE 6. i ---.- . -_ - _ --- _ _ - - -�-�, M011NT AUTOMATIG GONTROLI.PR Af'PRC�I/�D YA1dpAL RE515TANT NOTE: ON h�1JNTiN6 SRAUCET°5 IN51DE GONTROLLER ENGL09URE 5 I e e v i n Tra n c h i n g ll5� TEFLON T�PE . , . . , � . . . . . . . . . . . . . _ M1� AF'PROVED PR�OT'EGTIV� ENGL05URE . • • � • ♦ ♦ � a • a ♦ a • • « � • a � ON ALL MALE PIPE ��:-'�;Tf�:���:�;�;•;, ;:;.�:�,•;���y=;�,± _� 3 2 ' ♦ Y�♦ ♦ ♦,s.r�• r:+ y+� t I i•.�.1•`1'V•M ♦ f•�. ♦'f y THREADS. �... �.. . . �. , . .� .�.��� ....... , •w ♦ ♦..t ••t.�.♦ ♦•'�•� ♦•♦ r ♦ � ♦Y 1 y ♦•..•.a'.`+ � ♦.l.,t..v �•V.�, r,a . 3•n •:�.�.�>.�..�.y. •+•� a t MININNRIIM ASO�/E 6RADE AND SLOPE •:.•.•.• .• , , . <... ..;�;.. �.a ..,..« i _T (8 i� ( � 4 - �a+��v,w..���.ivi�*rta �}ai��'y���w�w's• RET'E AT.2A5 TO DRAIN ��: t.� 4• * f, �•♦ 1't.f•�.� + 4•♦ ♦y�"h'.Y ♦ ♦ ♦ ♦Y• TEE OFF MAINLII�TO BE ... . ..y•:,••. .•. . •; c•.:•,,�«.�•;,t • 1 3 �� ;� SAME 51ZE RS LA'PERAL 24" Min. Or Per Sp w ,.Y.�.4.,,•� � � ;; 1 �2 � I A- 1 ��������~��9 •s� � .�•�.�:♦ a ♦ • 3• 1 rt L����T��'7�/�.�. i ♦ a ♦ f ♦�y'. .i �.. a ♦.a w ♦ .a.�••f• � ONLY REpUGE PIPE SIZE c":'••s'.1��'v` a's'•:'.•#«•��; a • « . �' z . . I --i - �-�- u= _ AT VALVE. 51ZE YALVE �I' �1 b (�' REMOTE GONTROL VRLVE WIR£?S: SOX POR ALL�QUIPMENT . . .• .. . . . AWt3 UF MI4 5�C�1JRE WIRES TO 1 J.L�U-I. TO FIT WITH EASY AGGE55 �i � � �� � �j��-� � � 2" �Ij I ro B,a�.t. v�ve ,at.� -1 O N-O F F S W I T G H G O N T R O L�J N I T A T T E R M I N A L S T I � 3 6 . PROYIDED IN GONTROL UNT, 1 - �� ( FILTER i�OR GLEANINb. � 6 �� I1 I FINISH bRRDE ��v�A��"�x.i.�� � � 18" M I N. ` - I S -24 ' „ WIRE TO�AGH R.G.Y.('IYPIGAt.I 8 MIN. GOMMON WIRE SFfALL B�TIED 3 5 �1 ����- (- � 5 6„ - - - � � I I '!�N RE�I�GDT•IVE ENGL05UR� 8 10 I�I�,--„LJ.�� ,� -� 14 �i�-r- �s^ �" . I - 2�� O �O O p � � . ' 9� - � - - - �p O O � � a o a �i 18"-24" � ----� 4 6 '�'� =� - '�'�I I I 7 (, 5 5 9 I I 3 g � 6 S�GTION / ELEY�TION a�� q I. �L�GTRIG GONTROL \lf�L1/E PER LEG�ND �D°° a p e D,� � Mixi. �� �_„_� � '' I. H?�RDSG,4PE (TYP)/F I N I SH GRADE 8 2. GL��4N BP�GKFILL - Q09�, GOMPAGTION REGt�JIRED - SEE SP�GS 2• REGT?�NG1JL?�R Y�4LV� BOX WITH $OLT-DOWN LID - „ °- � .,,,.. °.. " 4 3. SAND (TYP) 3. HEP�T BRhND "M1�" ON L I D I N 2" H I GH GHARAGTERS . I. I O" R011ND PLASTI G VAL1(E BOX W/LOGKI NG L I D 6 � � 1 � 4 fi 5 � 4. NON-P�E55llRE LATERAL L I NE SLEEYE (S I ZE P�R GHART 4• �I N I 5H GRADE �r��� �,-s-POOT MIN. 2. HEAT SRAND "BV" Oi� "'GY" ON LID IN 2" HIGH I. ELEGTRIG GONTROL VALVE 1�R LE6END �. PYG LATERAL LINE PER LE6END 5. �'YG 5GH 40 M�L� A1�APTER G�Pf'ER 6R�JND RO • 2. '.NJMB�' T'LA�9TIG VALYE 80X WITH SOLT 10.PVG SGH 40 ELL- Sx5 /NON PRE55URE LAT�RAL GONDUIT AND IRRI6ATION GHARAGTERS DOWN LID - HEAT SRAND STATION NUM- II.PVG MAINLII� PER LE6END -TYP i� 5. PRE55llR� MP�INLINE SLE�VE (SIZE PER GHP�RT)/PRE55llRE M L. 6. W�4T�RPROOF WIR� G�ONN. W/36 EXP�NSION LOOP BER ON LIn IN2 HI6H GHARAGTERS 12.5GH 40 PVG MAINLII�FITTIN6 �. #14 ll� WIRES TO GONTROLLER MASTER VAL1�E OUTT'UT r:co GT WHEN REQUIf�D �� 6. GONTROL W I RE SLEE�/E ADJ?�G�NT TO M?�I NL I NE SLEEVE ELEGTRIGAL GONDUIT TO SOURGE 3. FIN15H GR,4DE 8. FIhl15H 6RADE 13. 3/4" GI�U5HED ROUG-b" DEEp GONTROL JJNIT REQ�UIREMENTS p�/G SNIEEP ELSOW u n 4. f'VG 5GH 40 MRLE ADAPi'EI� 14. 'GHRI9TY5' I.D.TA6 OR EGMJAL �o v.,�o ++z,.2 AMP. MAX. SIZE A5 REGkJIRED 4. 3/4 GRUSHED ROGIG - 4 DEPTN �. wn,��oo�w�� c�zTo�w�T,�+sbu �s. sau.v,�.ve��Nn (SIZE PER GHART)/GONTROL YVIRE AD�AGENT TO MAINLINE 8. 3/4" GRUSH�D ROG�G - 6" DEEP � 5. BALL YAL1(E PER IRRIG�4TION PLAN b. w����co'N°Ro� ib:���R t�b� RE`uULP`TOR�R L.�F'END NOTES q. GOMMON SR I GiG - 4 REQU I RED ''1OT�° 6. GOMMON BRIGK - 4 REQllIRED '� s�°c"oK'�ioi°ER'�"�y�'�s o" ia:sc 8Oo �c "��"��R ALL SLEEV�S Tt7 BE SGH 40 PVG. SIZ� ,4LL 5LEE1/�5 PER IO. PYG M?�INLINE P�R L�GEND - LENGTH AS REQUIRED I. GOMMON lNIRE TO SE WFfITE AW7 GONTROL WIRES TO BE GOLUR 7, SGH 40 PVG MALE ADAPTER - 2 REQllIRED GHART ON PLANS. EXTEND SLEEYES 12" B�YOND EDGE OF HARD (I. PVG SGH 40 ELL - 5x5 GODED. 8. GOMMON BRIUC - 4 REQi11RED * I/2' IN TJJRF,2" IN PLIINTER 2.NO 51�LIGE5 SF+ALL BE MAD� SETIN�N GONTROLLER AND R.G.Y.. • 3. AU.WIRIN6 ,GONDUIT OR PWMBIN6 TO 60 THRdJ6H HO'TTOM 8. M,hINLINE PIPING PER IRRIGI�TION PLAN SGAPE ON BOTH �NDS. REGL,hIMED WATER SL�EYES TO BE MIN 12. MA�INLINE PIPING FROM POINT OF GONN�GTION TO BE 4�PTER ESTASL�S�FITMENT OP ALL PLANT MATERIAL GONTROLLER q. YALYE BOX EXTENStON(5) R5 REQllIRED 42" -48" D�EP (' OR PER WATER D15TRIGT STI�NDA�RDS WHER� MET�L PIPE SHALL 5E PRO6ftAMM�A TO IRRI6ATE 501.8LY DlJRIN6 NI6HTTIhi� � I/2" IN TllRF �REAS �ND 2" IN SHRUB AREAS A�PPLIGASLE). 13. M�INLINE PIPING TO GONTROL 1/ALV�S lrrpicA�) � I/2" IN T1JRF �REAS 2" IN SHRUB AREAS � � Gontro I ler � �3a I I va I�e G I�ri zone �ontro I Va IVe D Tren�hin / SleeYin � Master Ya Ive g 2 A-I � � � Oj 51N6LE-GYJTLET EMITTER� I I 3 � 4 s izaix si� c�cv 5 XB-20PG10-92 2 bPH � � � a �-cort�wsa�ntvs ��_��� � 3 b io � � � " ( I ' � � O POL`(�1.�X RIS�R� RAIN _ � � _ �� BIRD PFR-12 (LENbTH ; �:', :,'.•. � - - -��� + + + + + � � _=� 0�is�i��� `� ���' , - � I S"24" 111 I I- II I(I I II��! io u �I I� � � �j Ik �-I I�'I I-)I +++++++ +++ (-I I'-�I� 4 1/2-INGH X POLYFLEX 4° � q � I I 1=�; �I C . i 1,=, I I I�i.I I I +++++++++++ Lll=1 I 1- ���,-�, R,d,�H _� �_���-� �� � ' � �_.�=�� + + + + + ll=��� I I I 6 3 �_ � . �e._�. n ��_11 +++++++++++ I I I I�- � Q Pvc scr►ao r�oR�u. � � � I S"24" ^ � � � , _ + + + + + + �� Ob f'VG LATERAL PIPE 4 7 2 I I 6 I 3 4 4 7 S � + + + + + NOT�: U5E TEFLON I. ELEGTRIG GONTRO� VALYE PER LEGEND a i Ui �mis�ttnte wartv�soiL �� �� e F TA�PE ON ALL M�4LE 12 8 6 � a 2. l2 x18 PLASTIG VALYE BOX WITH BOLT h s PIPE THREADS. DOWN LID - HE,4T BRAND STATION NUM- Fi.ow a o BER ON LID IN 2" HIGH GHaRAGTERS °' c 3. FINISH GRADE �' � :: � .- � , � �'.�,� , I. 10" R011ND PLASTIG V,4LYE 8. PVG SGH 40 ELL - TxT 4. P1/G SGH 40 MALE ADAPTER - 51ZE AS e � �; � � BOX WITH LOGKING LID q. 5GH 40 PYG MAINLINE FITTING 5. WATERPR;OOF WIRE GONNEGTOR WITH 36" ` i. �T+�ac , .' '. 2. HEAT $RAND "QGV" ON LID 10. PVG SGH 40 MAINLINE PIPING REGtllIRED - TYP. OF 2 M�"����TM� r�Dowrsn�+►.8+��►+o� 4 L • s: z" OD6E POLE PINE STAdC�3 PL'R PLANTIN6 PLAN ' IN 2" HIGH GHA�RaGTERS PER EQllIPMENT LE6END GOILED �XPaN510N LOOP s,Rp,���n� _ �ox���o�a. s„we�,r,�. ,,��o,� z 4. �i.ANT BAGKFILL f'ER Pl.ANTIN6 PLAN b. WIRES FROM GONTROLL�R 1. 10"ROUND PLASTIG VALVE BOX D. PVG hWtrLllE TO 5Y5TB�1- L 3. �Rr�B�siH 3. FINISH GRA►DE I I. WALK, GlJRB, OR WALL, ETG. WITH LOUCIN6 LID ree�ss� TB � b. ��r,��+6aAce 4 �� „ „ 7. GOMMON WIRE TO OTHER VALI(ES ON 2. HEAT BR,4ND ��s" pM LID IN 4. vN.v�eox�e�ons,ue,�,,,�, '1. UNDI9�8�D NATIYE SOIL 4. 3/4 GRUSHED ROGK 4 DEEP 12. #4 REBAR IS MINIMUM � � � 5,4h1� GONTROLLER 2°HI6H GHARAGTER5 �o.w.,,�+e�ooF w,e�eor�.�eroRs r�r, 8. suss'-�''�'-E6E"° 5. Qll I G1G GOIJPLER PER LEGEND LENGTH SUPPORT STAKE 8. GOMMON SRI GK - 4 REQ1J I RED �' �'"'g"``�i°E 96'�'°°'M�1ON1-4i0'° v 9. 1/Z"SGFf 80 PVG IKIPPLE-L�bT�i,15 REQUIREa - 4. 9/4"GWJ�'.af�ED ROUG-4"DEEP II.GACLE TO TRML°�hl d �o. v���3Ghf 40 PVG ELL-SxT 6 6 PVG 5GH 80 NIPPL.E 13. STAINLE55 STEEL GLAMP - 2 q. PVG LAT�RAL LINE PER LEGEND 5. FLOW 5EN50R pER LEbEPIa ,•eR ra,�„�,�,a,v� ��. �n��cL�oo Pvc,..,a�L�r� � LENGTH AS REQllIRED I/2 IN TllRF AREAS 10. PYG 5GH 40 ELL - Sx5 NOTES: e. corn�oN eRicic_a�u¢� • „�• ,N�,,�,, TEE O�P MAINLINE TO B� SAM� SIZ� 7� �''�c�"P`�"�-���� -�L�e� z• in sf�s,n�,� a � �� . � T T II. P Y G M A I N L I N E P E R L E G E N D 7. i'Y G 5 G H 4 0 S T R E E T E L L 2" I N S H R�J B A R E A S. 12, �}{ 40 PYG MAINLINE �ITTING A 5 L AT�RAL LI1V� EXITING VAL�/E. � �� �� ONLY REDUGE PIPE 51ZE AT YALVE. � I 3. 3/4 GRAYEL - 6 DEEP � �/2�� �N T1JRF,2" I N PLANTER '� 14. GHRISTY 5 I.D. TAG OR EQllAL � � � Tree bubbler G Shrub dri emitter t� G2ui��c cou ler I Gontrol Yalve � � � �I ow 5ensor a IN3TAI.L AT Et�OF ALL DRIP LATERAL W1N5 I. ELEGTR�G EMITTER GONTROL VALYE A55EMBLY. � NOTE: 2. SAGKBOI� LAT�RAL- SGHEDUL� 40 PYG PIPE . TAN IN GOLOR ON D.6. t 6REEN IN TURF 8. AUTOMATIG FLUSF!VALVE 5�E DETAIL THI5 5HEET � 4. DRIP LATER�4L - 5GFImJJLE 40 PVG PIPE - 3. 90UNDARI'POR DRIP YALVE ZOT� C � AT ADY IN b. 5FMiU8 EMITTER f'ER DETAIL THI5 5HEET Z ADV �-2"HI51i I..ETTER9 ON '1. IRRI6ATION M,4INLINE VAL1/E BOX GOYER . . Q � C . 4 � � �f-FINI51i 6RADE I � � / C C 8 i�'"'er G1�Y�lD � a �►��� + � FIJ15Ff GAR 4 � I/�-INGFF P01.Y PIPE (LEN6TH q5 T�ECAl11RED) • C � 0 3 Z GOM�RE5510N ADAPTEIt I/2 THREADEp � V O O PVG TO GOMPRE5610N 0 ` I/2-INGH t°YG 5GF1 80 NIPPLE C - (LEW6TH A5 REQUIRED) 6 Z Pvc 5c+�4o r�at EL.L i . � c PVG LATERN_PIPB _ / Y C.V.W.D. DRA NG APPROVAL � � a�,�.� DA i � � �utomat ic �I ush va I�re L T iGa( �i 1n f or �m itter S stem M �ac�Cf I ow „�,,,,,,.,,,� �` � o�„�� ,�,�,a cwc. No. + i �,p� 0 �p1A� -Qe RCE Ne, Y ' 0 - SUPPLEI�ENTAL BENCHMARK: � ��S' DAlE AppR, F #114 ELEV 182.77 n 2" BRONZE DISK IN CONCRETE CATCH BASIN AT INLET AT S.W. f ' CORNER OF PORTOLA AND FRED WARING ON WEST SIDE OF PORTQLA AVE. � J N 5532�02 � NAVD 1929 L BENCHM�$K: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE ENGINEER ��n' LANDSCAPE ARCHITECTS SEAL CITY OF PALM DESERT PLAN CHECKED BY: �v 1� C � CITY OF PALM DESERT BENCHMARK N0. 115 AT THE NORTHWEST MARK BY DATE REVISIONS APPR. DATE IAN DAVIDSON v11 1 OF PA� vG� �` � DEPARTMENT OF PUBLIC VMORKS � CORNER OF FRED WARING DRIVE AND COOK STREET. ��' D LANDSCAPE ARCHITECTURE, INC. { ' � ELEVATION: 164.425 Ff DATuM: NGVD 1929 ,`t��,��DSoN,��� tANDSUiE A CNRE APPROVED 8Y � 9 a � i 3744 10TH STREET SUITE 200 CIVIL PORTOLA AVENUE SIDEWALK � DIAL TWO WORKING �' � �, � RIVERSIDE. CA 92501 � � �� � BEFORE DAYS BEFORE g,q�IS OF BEARINGS': THE BEARINGS SHOWN HEREON ARE BASED - -+ � P. (951) 683-1283 F. (951) 683-4352 BO CHEN DA7E YOU DIG YOU DIG ON THE NORTH AMERICAN DATUM OF 1983 AS OBSERVED BETWEEN * � MAt�VESIA FALLS TO A� � � � • '��r, , NGS STATIONS DESIGNATED AS TOMTITT AND RAMO, BOTH BEING J, o O9 CITY ENGINE ��S PREPARED UNDER THE DIRECT SUPERVISION OF: / � TRAFFIC I� ' TO�L FREE 'I-800-ZZ�-2600 CLASSIFIED AS HORIZONTAL ORDER B. PROJECT CONTROL POINT �7J. � R.C.E. 4819 P 6 0/2009 � � . IRRIGATION DETAILS � A PUBUC ERVICE 8Y COORDINATES, ALSO BASED ON NGS OBSERVATIONS AND ARE F�f C `��0 pA�: - � C� Fl� NU BER � UNDERGROUND SERVICE ALERT GA�IFORNIA STATE PLANE GRID ZONE 6. IAN J. DAVIDSON, R.L.A. N0. 2651 EXP. 06/30/09 RE E A ECOIvIMENDED BY: D � � LANDSCAPE � A i IRRIGATION SPECIFICATIONS: ' M1�ST�R PL�NT L 15T WATER USF � 1. GENERAL-ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THE�E PLANS. THE CONTRACTOR SHALL SYMBOL 80TA�NIG/�L. NAME / GOMMON NAME SIZE QUANTITY PLANT FAGTOR GOMMENTS APPLY FOR ALL PERMITS AND PAY SAME. � A.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. � B.THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, /4GAGIA 5TENOPHYLLA / SHOESTRII�b6 AGAGIA 36" BOX 6 L-02 SIN6LE 1`RUNK. AS REQUIRED BY THE CITY AND/OR OWNER. STAAGE IF N�. LOY�R BR1feNGHIN6 2. SCOPE OF WORK-UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTI(3N OF IRRIGATION SYSTEMS SHALL INCLUDE THE �CEP1' tNTAGT, FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LAT�RAL IINES, RISERS AND FITTINGS;AND . NO`R�15ED GANOPIES. THE FURNISHING AND INSTALLING OF SPRINKLER HEADS, CONTROL.�ER, ELECTRIC CONTROL VALVES,EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS,AND NOTES. THE CONTRACTOR SHALL WASFiIN6TONIA FZOBUSTA 'HYBRID' / MEXIGAN FAN PALM 18' Bl?OWN I H-0.8 24° DBH FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION,AND PERF4RM ALL OPERATIONS REQUIRED FOR A �� ���T COMPIETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, � AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT,,4RE THE FOLLOWING: ��� A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS,LEGENDS,AND NOTES. O - A6AYE AMLRIG,ANA HYBRID / GENTtiRY PLANT 5-6ALLON 2 L-0.2 NA : B.ALl IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL � - GAESALPINIA M�XIGANA / MEXIC.�hN BIRD OP P�4RADISE 5-6ALLON 8 L-0.2 NA ACCEPTANCE OF THE WORK. O - GALLI5TEMON 'LITTLE JOHN' / DW1�RF BOTTLE�RUSht 5-6ALLON 6 M-0S NA� 3.THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. OO - I-IESPERALOE P�4RVIFLORA / RED YUGGA I-SA�LLON (4 M-0.5 NA 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRHMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT . WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF __ _ THESE PLANS. ,�QNES - 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR � � - ANT160NON LEPTOPUS / C�EEN'S WREATH 5-6ALLON q L-0.2 ATTAGH TO WALL d STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER/CITY. 1JIJR5ERY STA�GE TO BE LE-PT IN PLAGE TO 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL TRAIN TO WALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL NOTE� THE Mf45TER PLANT LE6END ON THIS 51-IFET IS ONLY FOR WATER U5A�6E REFERENGE CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 7.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS,AND RUBBISH � INCIDENTAL TO HIS WORK. 8. THE IRRIGATION DESIGN IS BASED ON THE METER SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE/POINT OF CONNECTION NOTE QN THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. WATER CONSERVATION CONCEPT STATEMENT 9. CONTRACTOR SHALL MAKE POINT(S)OF CONNECTION {POC)AS NOTED ON THE PLANS. ALL FEES AND LOCAL COACHELLA VALLEY WATER DISTRICT REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE CONTROLLER. Project Site: Thermal SherifF Station X 3. EATAWU<MAAWA ELECTRICAL POWER WILL BE PROVIDED BY THE OWNER AT THE CONTROLLER LOCATION SHOWN ON THE PLAN. , City of Paim Qesert Project Location : Section 21,Tawnship 6 South, Range 8 East X 4. Landscape Design Plan 11. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDR T Water Calculat�on Chart os nTic Landscape Architect/Imgation Designer/Contractor: ID4A, Inc X 5. Irrigation Design Plan TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMtJM OF 48 HOURS IN ADVANCE OF THE TEST FOR CERTIFICATION. � CVWD ETO Zone 3A Induded in this project submittai package are: (Check to indicate completion) 6. Grading Design Plan = � 12.ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG#12 WHITE;ALL C�ONTROI � X 1. Maximum Mnuai = Applied Water Allowance: 7. Sal Chemical Analysis(optional) WIRES SHALL BE AWG#14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES WHEN TWO OR MORE Total Number of Plants 46 Total MWA 53.43 Conventionai Lendscape : 1,719 100 cubic feeUyear Description of Project: CONTROLLERS ARE ON THE PROJECT. � Irri atian S stem T e S uare Foota e Estimated Water Use Recreational Turfgrass Landscepe : N/A 100 cubic feettyear a Square Footage Calculations g y y� Q g Totai Maximum Annual Applied Water Allawance: 55.39 100 cubic feet/year The irrigation system utilizes an ET-based controller that wiil self-ad'ust to 13.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE/PAVING SW�LL BE ENCASED IN SCH 40 PVC SLEEVES. SLEEVES � SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. very Low Shrubs �� Drip 0 0 real-time weather data. All areas where possible are designed with d�ip a X 2. Estimated Mnual �ed Water Use b C Tree&Shrub Square faotage 1,719 Appl' y Hydrozone: and bubbler irrigation to maximize efficiency. All hydrozones are valved 14.THE FINAI LOCATION FOR CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZEp � Turfgrass Hydrozones: N/A 100 cubic faet/year separately.With proper installation and maintenance the irtigation system REPRESENTATIVE. ALL VALVES SHAL.L BE LOCATED IN SHRUB AREAS WHEREVER POSSI�LE. ,, �ow Shrubs 33 Drip 1,233.2 17.04 Recreationai Turfgrass Hydrozones: N/A 100 cubic feeF/year wNl operate w�sll within mandated guidelines. ' Turf Spray Square Footage 0 Low Plant Hydrozones:8.21 100 cubic feet/year L low/Mod Shrubs C� Drip � 0 0 Medium Plant Hydrozones:37.79 100 cubic feet/year Date: December 9th,2006 Prepared by: IDLA,Inc., Riverside,CA 15. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. _ _ Turf Rotor Square Faotage 0 High Plant Hydrozones : 4.21 _ 100 cubic feet/year L ;� Water features: NIA 100 cubic feet/year 16.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED-LUBE JOINT COMPOUND(OR APPROVED EQUAL). ALL = Mod Shrubs �___J Drip � 224Z2 7.74 Other: WA 100 cubic fee ear PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. L ' Waterfeature Still Square Footage 0 � � Estimated Mnual Totai Applied Water Use: �a0.21 100 cubic feet/year � Mod/Hi Shrubs �� Drip 0 0 17.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. C • Waterfeature Moving Square Footage o - MAINTENANCE SCHEDULES SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. v LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER a High Shrubs Drip � '� � EFFICIENCY.A REGULAR MAINTENANCE SHEDULE SHALL 18. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE �IELD WHICH HEADS DRAIN AFTE R TF�VALVE IS SHUT OFF. n Gross Square Footage 1,719 ' INCLUDE BUT NOT BE LIMITED TO CHECKING,ADJUSTiNG, CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONA�IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER �ow Trees �_.:1_`.J Bubblers 724.22 3J2 � CLEANING AND REPAIRING EQUIPTMENT;RESETTING THE r , � AUTOMATIC CONTROIIER,AERATING AND DETHATCHING „_ „ Less�411owable BoulderlCobble 19.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18 24 MINIMUM COVEFt PER THE DETAIL. LATERAL LINES TO HAVE 12•MIN,COVER, � Law/Mod Trees �� Dri _ �� 0 0 TURF AREAS� REPLENISHING MULCH;FERTILIZING; PRUNING; � quare ootage AND WEEDING INALL LANDSCAPE AREAS. SLEEVING IS TO HAVE 24 MIN.COVER. � c 20. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVERSPRAY ON BUILDINGS,WALKS, ' Boulder and Cobbie instn�ctions-If the Mod Trees �� Qrip -.�� U 0 WALLS,AND OTHER HARD SURFACES IS MINIMIZED. totai amount of boulder and cobble area IRRIGATION WATER USE SCI�EDULE BY MOI�TTH a without plant material is greater than 5��of Mod/Hi Trees � Bubbiers 3737 2.01 ct the total landscaped area it may be used to " THIS IR1tIGATION SCHEDULE IS A GUIDE PER CVWD 21. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S)TO EACH ENO OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE f adjust the overall landsca�e area. Q BOXES AL.ONG THE MAINLINE PATH WITH 36 EXPANSION COILS IN EACH BOX. SPARE WIFtES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER � . High Trees Drip 0 0 gpRAy HEA�S BUBBLERS 6t EI��IIITERS CONTROL WIRES FOR EACH CONTRO�LER. LAWN IRRIGATION DAYS PER WEEK,flY MONTH TREE+SHRUB IItRIGATION DAYS PBR WEEK,BY MON1H � 22. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: � Total Piants 46 JAN. FEB. MAR APR. MAY. JIJNE. JULY. AUG. SEP. OCf. NOV. DEC. JAN. FEB. MAR. APR MAY. JLJNE. JULY. AUG. SEP. OGT. NOV. DEC. Z . Net Square Footage 1,719 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 Q A.A REPRODUCIBLE SET OF"AS-BUILT"DRAWINGS AND CONTROLLER CHART. � Total Tree and Shrub EWU 30.51 SPRAY TYPE HEAD FOR LAWN(IN MIIVUTE PER IRRIGATION DA�,BY MONTfi BUBBL�t TYPE HEAD FOR TRBES(1N MINUTB3 pBR IRRIGATION DAY�BY MONTH B.2 KEYS FOR EACH CONTROLLER 1 CONTROLLER ENCLOSURE A c JAN. FEB. MAR APR. MAY. JUNE. JULY. AUG. SEP. OGT. NOV. DEC. JAN. FEB. MAR. APR. MAY. JUNE. ,)UI,Y, AUG. SEP. OCT. Nov. nEC. ( S APPLICABLE). � 3 5 8 l0 l0 l0 10 10 S 6 7 2 LOw l0 16 20 28 36 40 42 34 30 20 �a s C.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. i 7otal Waterfeature EWU 0 , D. 4 OF EACH SPRINKLER HEAD SPECIFIED. f c . ROTATING TYPE HEAD FOR LAWN(IN MINUTES PER IRRIGATION DA�,BY MONTH BI►�IITTSlt TYPE HEAD FOR SI�tUBS(IN 1rIINUTB3 PBR IRRIGATION DAY1.BY MONTH f J.�x. FEB. MAR APR. MAY. NNE. JUI.Y. AUG. SEP. OCf. NOV. DEC. JAN. FEB. MAR. APR MAY. 7UNE. ]tJI,Y. AUG. SEP. OCf. NOV. DEC. 23. RECORD DRAWINGS-THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE � 7otal Turf EWU 0 12 22 35 42 46 41 at 40 32 27 28 9 LOW l2 18 24 36 42 48 as 42 36 24 18 t2 CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION,THE CONTRA�CTOR SHALL TRANSCRIgE + > CONTRACTOR TO PROVIDE AN IltRIGATION SCHEDULE FOR THIS SITE,TAKING INTO CONSIDERATION,WIl�TD,SOIL TYPE, ALL INFORMATION FROM THE RECORD SET TO A REPRODUCIBIE OZALID SEPIA PROCUR�D FROM THE OWNER. ALL WORK SHALL BE NEAT AND 4 7otal Estimate Water Use 30.51 TEMPERATiJRE&PLANT WATER USE. CONTRACTOR SHALL THEN PROGRAM THE CONTROLLER TO PRODUCE THE LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-0FF VALVES, MAINLINE AND CONTROL WIRE ROUTING ppC � , SCHEDULED WATER RATES FOR EACH DAY,WEEK,&MONTH. CONTRACTOR SHALL THEN OBSERVE TI�CONDITION OF BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES,AND OTNER PERTINENT UNDERGROUND ITEMS. ' ' � � PLANTS&ADNST'TI�SCHEDULE AS NEEDED TO ASSURE THAT TI�PLANTS ARE NOT OVER OR UNDER IRRIGATED, a 24. "CONTROLLER CHART"-UPON APPROVAL OF THE FINAL RECORD DRAWINGS,PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. v ; 0 A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING(A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE � � D�IL.Y 1WN Tih!'6 rQ!MONTH dY Mrl�RDZ+O!! CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). � u z B.WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO(2)PIECES OF ZO MIL CLEAR PLASTIC ANp t �M "� � F'� �R M�Y �1 .�- A1�d' � OiGT 1r0'V D�C+ YL+�I�I.Y MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. � i ero .� a.�s �s s.-n eao a�re a� -►�aa b,es �,rr �e ..� de.µ C.V. .D. DRAWI N G APPR�VAL s SF11�ORN� � DA i d�ollme F 1'l./1Ntf i . ��c�roie os os os oa os os oa os oa oa oa os �� �,,,,,,� �� � �, i �� a !'iMJ S�I�r� !l6r1:11 �M.�II INIdA'T Id71.�d IbGO.'M 1600:1M IZR?.!'JO II�dA'1 ?�M:M �7�2 d�d1�1 10�lO� °�"� -oe R.ca,�,. c - SUPPLEMENTAL BENCHMARK: � �114 ELEV 182.77 � �� , � �� � � � � � � � � , ��� - DA?E AppR, f c a • 2" BRONZE DISK IN CONCRETE CATCH BASIN AT INLET AT S.W. C CORNER OF PORTOLA AND FRED WARING ON WEST SIDE OF t PORTOIA AVE. J N 5532-�2 � NAVD 1929 i L � � BENCHt�IARK: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE ENGINEER CITY LANDSCAPE ARCHITECTS SEAL CITY OF PALM DESERT PLAN CHECKED BY: C REVISIONS IAN DAVIDS�V DEPARTMENT OF PUBUC MVORKS CITY OF PALM DESERT D CITY OF PALM DESERT BENCHMARK N0. 115 AT THE NORTHy�EST MARK BY DATE APPR. DATE + CORNER OF FRED WARING DRIVE AND COOK STREEf. �E' D LANDSCAPE ARCHITECTURE, INC. i e ��,��DsoN '�P APPROVED BY: �O a lM1pf(ApE ARCHITE ELEVATION: 164.425 FT QAI�l� NGVD 1929 ` '� � 3744RIVERSIDE CA 2501 200 �I CIVIL rV1� 1 v�.A A♦GNv� �A� �r � DIAL TV�10 11VORKING � r 'r' � � � ( ( �� � BEFORE DAYS BEFORE gp,glS QF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED � � P. (951) 683-1283 � F. (951) 683-4352 � YOU DIG YOU DIG ON THE NORTH AMERICAN DATUM OF 1983 AS OBSERVED BETW�EN * 1k 80 CHEN bATE MAqNE�A FALLS TO Wll-A1�WAT� � 'p NGS STATIONS DESIGNATED AS TOMTITT AND RAMQ BOTH BEWG J' 09 ! PREPARED UNDER THE DIRECT SUPERVISION OF: qN ���NEER TRAFFIC �T'8 � TOLL FREE �-800-227-2600 CIASSIFIED AS HORIZONTAL ORDER B. PROJECT CONTROL POINT �7J, Q R.0 19, E �6 /2009 � � - A PUBLIC ERVICE 8Y COORDINATES, ALSO BASED ON NGS OBSERVAT�ONS AND ARE FOF �A�,\��' DATE: - -`"� �� `� '' , IRRICATION NOTES C� Fl� NU BER � - UNDERGROUND SERVICE ALERT CALIFORNIA STATE PLANE GRID ZONE 6. IAN J. DAVIDSON, R.L.A. N4. 2651 EXP. 06 30 09 RE AN ECWrt ENDED BY: aATE LANDSCAPE � i _____ _ - __ __ ___ --�... _ -_ _ � _ ____-, _ ._....�.,,..._ - �. - -- - -------.._ _____ - �