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I -":I.,," ,, I...... , W, '-w- �� ,* 1� ,�," �',&�!-;� ,;� , W�1 ,* -� ,!7 � i, ,,ki.i� , ","4k 1 i��,"`�k,k', -`v, , �� k' I- " -iq I"" ,,,,"V,,�w � k��7��`,,k,k, -,,�, ,�, � '-" , �, , - , - I "�f� I , ,k�-# ,; 0-1- , , -�,, . � q , , , '1� - . 4 k i],:1 .� I : ; -,0 11 I. �--,� I ,,-, ,�, ,,.,L, , �� I iil, - 7'� 1 k, ,,,�,- I 1-31*SAW--4-- �"*�4� � � 1� 1, 7 . - I �', ,, I ,-= I 11 I I I ,��',�',�,;�',�',i�-,��',,,,�,�."""1"4 � , ,!"', 'k,!,;�i, , , _ � I " "- , ,k.� �-��-� I, - ��`11`-'11'-1 I '�'1111 11", I k . , : ,,�-:�,,,, --, , 4 I-0-W,r�x�, "'k, , � � I �, , ,�,,�,,,,�:,,�.p, I ,, J �I , �, nO, � - " ,, " , -' 0�',.",�-', ,, `�,:,�� � -,,,�,,,� i I I k I " I'll. � , � ,,", , 'r, T-�, I ,,,"� .. , ,vk� , 114,111,i '�, ": I 1�� I I k .� � " �7-'�,'-�4� �',i� ' I I �i , r��,,?, ,7 ; 4 I ,��-, , - ", --- , � I I ,� �- k,�,,,-;.,, ,,, lk`�, :,'111 11 � I 1�1 , ,, , � , .- I,," - -­-11101111.., �` I --, , --,,,,,,,,,,,, , : , � " , , ,1, , � , *0-6, "i-k"r- " ,,,,,,,,,, ,_ - . . . � I �,�.,. 11 I��Iw.1�!�,- I,-,,-11.�11 �,-,,--.��, I � ,, , I I -,-�"*.- ,4-a I 1-111- .N" I �-�, I � i I OPD P REVIEW SE Mftoav!,�m."' t;.,7,,-- ," ,,0001 I -19% �� - - -,." -�".­,, -,, �gk,- :� I ' ' � - /C ,X,- ---1 �, --- - 1� �, --, I W "Adw- -,,� ­ ­ I I I ��,---, � *, CVW - I 1 M,;40'.-I - I 00 , ' ,T.W 11.111-,� I , I I 11 I -, ,W�,,- - I 110"��,----� � I � 11 wpery -�,-, ',.",-��" 11 li � � , I 0 I ,� 11 I � � , I , '-�---.. . I 11 , �, - - , -, -,.",7 �,-,; -`-', -C: 11 I I � - I �, ,:1 , ,%*��-, ......, - I,- � ***1------,-,'kk�. �` 1"j, --="k.'e" ''., � � 11 I "aMpe 1-*-*1-­,­�', - -";:%-,,4"! 1--�, I - � , , , , , I - - -� " , -111 -'s-l')1_1 ,,k'--,-� L--1 I ,��6'-,-i'�111 ­-?Ii�- -­-,-V� - -, 1, I I -i-:- I' ll ,,'�, -,;� 40*,w ,,� - ,,,, ':!,-,4---, 1--,-,�, 11-1- ��- 1� �� �,,-, 1. --k I , ,P1111111"111, rW11- ----1--, " k"', I...... ­ Id, 1-:10 - 11 -11-1111,-�,- I r I Ar -I,-- -11 .r-,t",- ��:` �� i,, 11 . 0 1 Al�,,* - lu�� *OW-1k, -101 - , "f 5, il g, --, 1,,kk, -- , `:, - 11-1111 -11 ,�,4,,'�'� , !� ;0 ,��%�'111' ,ik� , �,-,,� . ,- " - --r� I ---?'--, I � -",�' - .., - -� V-, :� k-,-Q-�k,n,,.,-- ,�, "? -Z7, -1111-,.--.",., i .1 1�1, - r,i, -� I 1%WV.1" -,",,- -11-11.� ,Y(-""�- If , -1 , �, ,W � -W -- ,, f �ftA, k - 7�," I A 11, lu-, - - - I � � I,,-`I I I, ,� k, . N CONCEPT STATEMENT k,�-,�V , -rr � e-, � '0,4�v-,,_', " ,, 7- , , �ii,il",10-0-1 V WATER CONSERVATIO I ,,,,,,-,-,, I -k:, , I - 'k.'' � I I . 1­ r,-.,-Z;o k Ir, .""A�1, � , 7k: ""� , I __ I * ,­�, � , � �; , I 1 , - z �-.� k,�i'r',��,4�-��,, ,, " , [ � I"I 1, - .", `-1 !,- , � , I M", J, -1*1�1, '"' ,". 11_ r",,.,_ "-I- ., , �4, r. I - ,,wim- - !�,, : I ,, �.�,,., __.,_"_,r­1 k,,, - 11 �, I -�- �y ,, - "I _� ,_;___"�"_ �,�ll,",."--��,��,�,�",k�,,,, 4�,��`�`,��,, " d­ 1.-1� __ 111#-� � - , - i �` -- - "Vl� , , ,, " k - "" 1, - I -- I ��i,i���",,ki, 1".�,2,,,�',��',� Palm Desert Sheriff Station I k ,--�11-1"- -- "'.,"",-, -,��, I ��k'r �:,W�k,?,,") I - ---'11111 I -.- - '! fll�,�, 740-OD1 I "�. -- -I .-_1 ��­�'--,,,,, , Project Site: County of Riverside Tract or Parcel Number: APN No.653- 1 -,,,,- 77 .-�, ,. k I � I .-ii! , -"-`!�---:-�, I." ,., - - 1 - i.� ��, ". 11 -C�,�-,k . � -'- I- Ilk - 7-,----I,,, i I I - . 'I', 73700 Gerald Ford Drive,Palm Dosed, California "I, "I ,- I", �--.- I ...�Pv�io� .1 0 -, I "� "111,, - , - 1.�:,L'�",r7____ " I I �, I I it I 1, 11 -'1-1 I 1-11- I I I I , I ,11�1 ,�- tt r I 1%, 1-1-- � kN.-- "'r,"i, ­, I ; �.,-"", "I I I " -- 1�"I "I'll , - -11- -- - �, I I ,�,,�iop�,,j��,',; est of Cook) ,� I .1 3-,I-- I -,Z��-`­ I " i , " I Project Location: (south of Gerald Ford and w ......�� � "I � i-l-,-, .."I -",-- I - ------,,.......��-7- -- �, I 0�Twx" �:k - I ��,` *-, � ' �;r - ­'' -�­--- 1-1-1 - k - -"APVI M2,11w&, -'-'11�- ___ I I I �, vll� , ,,,1-1,01�,-;��11' Gary Lai, RLA "t _......­,ikL" �- ___r- -`"' _,-- I - L"=.O----� _" _" ---�_ � " I i4l*� �� � 77,w.�� ,�'A ,�11 I Usa Powell,MLA , 11�1�,-"." '-1%, ­­-- _",_��",I 111,1,k,,mk, I - ,,,� -- � zNr*:, z �-' - , 1-1.1- 1�,kl r, , r, 4k", ". 111� I'll 54'm: :-, - � .Z Landscape Architect/Irrigation Designer/Contractor: , :�,.� �kk ,"'.1 I k, I- I" --ce"-� ` - I --- -, -.-- ,��,�, J 1011 �� --,-�, -111....V-11­-`"-' I ,, lk�,---11 I- -,- -�rl, - --L -I I I , "',-i'- ,__,,�I,-� L � I ubmittal package are- (Check to indicate completion) I - -,-,,---, - ---��r ---.-,il� I , � Included in this projects �_­- _rk"',_­rl 1�, '11�-�,', i I� \. ----�" �I -','W'---1-­-,."-1 I-. -., :11 � I.---., -����'-'I.,-, X 1. Ma)dmuni Annual Applied Water Allowance: 193.9W X.5 X 102,364 X.62/748 z 3?841 O."', .,-1--- 4��.,,,�.Ik��-O, "', ,k`,,,,_-., � She� et Index I I ,�, , - , I I "',... k­.- 11�1-\ �� 11" ","', ' ' :'i.'-�-' ��,, --,, I - "I - � 1". ��. ;"t�����,;�l"-O��"".",�l".,,����'�,',��',��'�;% I I �k I-, - I e: 3984 1 00 cubic feetlyear I � ,�',�" """ " I Conventional Landscap 11, . ,,,�r,,����,:-�s""�,i,���,,�,,,,��,",,"-,",,��,",�",,',�,,,�,Z"��;,", I � 1 �­-��­kk"',�­­ '1�1�'. � 11-- , , 'kr),, 11 S r' F L, , -, I I I "' - -,��, � �% 11,k,�' ' 2��,,,,,�;, 11�*�, - 00 Cover ,,, , .,�, ,, ,��i,,, - " � , I � �., � �" � I +Recreational Turf grass Landscape: 0 100 cubic feet/year(if applicable) i I 1, �,�,,,�",�,��,��,,�i���,,��,,,,;�,��""�', "! , I #�11 L Recelvsr) " ,�k�, �''i�� i - - k �- ,k I Ap?" k- ,:,�w�--k,,-��, I I ke ��11 1� !,,k� __ -��--,�`�,' L� kl%�,­ 1, I , I k-., `1-1- 11��- I , �' '! 1, I -- 100 cubic feet/year �; I , - I ��,�,�ki�, � � I: - ''I � - 3984 1, I N �, - " k�,�,, 'N'. � W* -� . ,�k',',,ii,i',�,�, , I 1 4 - , - z -,'�k�,�,,, I',, , '11�,,��,,��, , �, I I I 1 -- "),: 11, I I I � I ,,� ,-,-�1�I I I k, It i �, ,,, , , ,;,",---e,,"',,, ,,�, , , I I I � , -11- 11.1 , Ma7dnuim Annual Applied Water Allowance: I ,� " . , - I � L- 0 1 i � .Z-11,�N- - I "I 11�,3,� ��-, � �,,`Ik�n,��,i� '�i- I'll I 11 I I � Planting Plan OCT - 7 2000 . R;, "I I", I " 1,�,�',,,,A,,�,�-,' �..�, ,,, -�- � I I 11- � , - , ,,I�,,�.,i__ I I - 11, 11 I I I\-��, � , se by Hydrozone: �\, - �-- " �,,,,:,�,`�',k- I I I I � - I � I - ,;�'�q�""i",'��' �, 0 "" � i X 2. Estimated Annual Applied Water U , i ,,.'�,,, �"L"","�,�,,���;"�,,��,",�,-,,., , ", I I I'��,,���',�,,��,�,,�',,,,,�����,,,,�, , ; I �,,k1. 1 I I�kkk,�, � I , 0 1 �,�I I I I : I ;� 1 �,,'�:,'��,,--,,�",,� kka,,,",� I I 'r -1-1 � �,�:-,,,-;,""�� I I � Turf grass Hydrozones: 100 cubic feet/year , \ -�" " ".� , CL t, ktu ,.,.e Inc. L- 02 Site Details waft(w 1 , 'R fl, Ar h1te � �t"��,�,�"",,',�,��,,,�",�,�,,� - 11 I I I 1�, �,',,,�, , , '�,��,� N It ,, "I", .,,., ,.'',�""��,�,�,,�-'�",,q-,,,, , , I � � 1� � "k," � I Recreational Turf grass Hydrozones: 0 100 cubic feet/yea I f�L, � 1, - , , .;,�. - L I � �......��': � , I I , , � -��i�,- , -:,��.,: � , , �t� � ,41 , , , , , -1 � I A, " i,-, ,;,I� . 11.11 -- �-�--- .62/740/ .90=6391 * �,,,��','�� I I -1,-, I L I I Low Plant Hydrozones: 41,022 100 cubic feet/year[93.90"X.2X41,022X I � , "", , I I igation Plan i I - ,*, �` ,� �,z��,,�,,�,-,�,,,,���,,,���,,�,�,�"-",� ,- -l" 1-1 I 1-"'-,--, 0 L 0 3 . Irr feet/ye"193.90"X.2 X 61,342 X.62/749/.90=23871 1 � Ili , :,7 , , � I : Mediurn Plant Hydrozones: 61,M2 100 cubic 1�1 " R PROJECT NO. 65939 ! I I %, i 11 , � ., I ,", High Plant Hydrozones: 0 100 cubic feetlyear � 14 - � I , I I� I "', I � atures: 0 1 � " �,-, i - , " 1,11 I L- 04 Irrigation Details I I I . �". 11 I Water Fe 100 cubic feet/year lt� \�:, �,�11 I � I I � I , NJA : 100 cubic feet/year �, I I I'll -,"," i Other 1, 11 I (West) I I xo� $ -1 I I I 11 'III, C - 2A Grading & Drainage Plan I 11 : 3o26 100 cubic feet/year �� I I i Estimated Annual Total Applied Water Use:- t � I �1� I I . k � I 1�i, . I \ I ��'111 ! I : I I ,, I �, , I I I k 11 % ''I , , 11��", - - - inage (South ) I 14 i '� I - " I � X 3. EATAWTJ <MAAWA 3026 <39M 1 1 ' 'I ' 'Ill' 1 -.---17- 9v?!� -1� 1---"- C - 213 Grading & Dra * Plan i I I III ' i I 11 I i tl-'�-4 -b, 1%,""',-', t , -'--.'i-'1--s-�J , ", i I \ `11� 11 11 1 ; I � ril '-,,�,- . OF I I I 1 �7 ,-1k '-�R i Landscape Design Plan I 141i, �,I � I I � I I I . I I � 1� - 1�," ,,-. � I - -177 ,�4.k- I I I c,:,1.7r�,�� ,� �-T%,, J;,,.'VLLO�?"�"" �'IT � x 4. X \It � 1�1 - " I "I 1-1. �J�,��, - C - 4 . 2 Grading & Drainage Details 11.1 A � I I �1� �14 1 .1 , I I � "0111 I I 11 I I i X 5. Irrigation Design Plan -1 I -,-�", -,-�.-, : I I I mAPPROVED . T- --7--7-D- r�,Y- I � , _7 : I � ','i,� , - - .� ,F,�LETI 57 I i I,&'Iwl� -111" I k I ,k r ,77 .flf�j - I I "'., � I L- ,_.��"Il. -�o__. - '7... i -101' I I , v,,-;ja-,�-%�,,,F 0 I�"I -"- -.","'11111 I I I I E - ;C) 1.�-- �* I X 6. Grading Design Plan W. I I - "'.C. �� - � .�,,Y -- ",IXIZI� -0k,3 � .La-11--, I ,".�,�L.`k�' ,-�� t� - -W-1-- : 11,_ lllik­�,�-k �, �, I I 1 7. Soil Chemical Analysis(optional) , A'e�--�-,�--!-- I� I I LAUM I � - 1� C�� Mskle I - -- ,.,k`-:�.�,�-,,," % I - - ­,1­1 r--.- ,N - � C----7'-T�l - �-�,(,SWMU ! intended to ,�,ie,- �, , , IL Thm pwo bm baw M&NA I ft O1111111111111111 1how Wdw "M in Description of Project; (Briefly describe the planning and design actions that are ,.-�" 'I, � C I , ,,1" ,, 12"F M do I' k � L-_-,-,L ­""'.'-' ­­---- to ow cab me 6 som 1, ftPW 4 he& *A � achieve consemation and efficiency in water use.): , I a . -.a-- i 1( " I h I 1h. -! - ad � The landscape design for the county of Riversides Palm Desed Sheriff Station 11 , SUN" aw A 84 Milli" M I "r � features the following watet conservation"asures- �t�t, V1 r ago lrion I go &a WW -M,N- 00--my $* or &A4 - I! 1,i I of #6 wm** * &O';WW68, rA woo* op" to I in the design. #,, M&-� -A %&L-. qR-- i. mo ho grass included sum" bft M-1kep a" UM Twelmr-mg-In"W wwww" pbft "k Wd � variety of iree species provides shad*and reduces planf wataing needs. 'I, i 2. COPD Plant Guide or approved '� pa Imi"t *Vchm of ow W " FA he 0WW W b&WW 11 - 3. Nalive and xeric plants selected from the X'k cfts W4 UM sw�mwllm or 46 -1 .Ny vKhM IM fbtdr" 40 i subsfifules. i 4. Plant irrigation methods are limiled to low-water,drip irrigation only. '1�4k N rA a Ch --, paw& fmo am. � S. Gravel mulch between plarits require no irrigation. 'k - i Lisa Powell,MLA 1, I i Date: October 3, 2008 Prepared by: -- HDR,Inc. - �, i -kf� ...-.-', 2155 Louisiana Blvd.NE 419i, -- - r gill � ,-,-�,-.11�I,,"- --, Suffe 9500 %, DAM win d,i 171,a"It Afm . , Albuquerque NM 871 1 0 i i k�k`wr"""-'-��.11 ,I 1 505.830-5476 t";1%11 -1 -"k, "ICIA11 CWWD PL^H *...... ztmagruw Mim ON 1100100100A I ,,�,,,, "_­' Ili, - � i -,11 1� I �___­"- r '� ' ­ � : ", I , , 1� , I ,, , : : I , I , .... "' , ,- " , ` � t I I - Co Li I 1 4 OTY 0 F Iq I V E R S I 1) F r& I ' ,, - (�AN) 11 I ' � \7���v '-�-` "'- , , , , � , -� , JE, -�- ,R, T� ,, PA "I M -,D- ,v,r,,E S � , 11 - � � I ,, "' L", L I - I 1 , - " �, �, , I � I 11 , k' ­11111 � "" I - (11-1�,I 1h L I , " ­kk� ';' ; I' , - I ��� 'L '* , L I 1� -, "I " F �11 I � , E R F'; �'&" 'k "I I , I L � � � I I I I 1, I I . I I � � . . . . . . . L . . . � . . . . . . . � . . . . . . I . I L I � � .1 . � . . � . . � . . � . . I . . " . . I . . I . . I � . . � . . I � . . I � . . � . . . � . � . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . I . . . . . . . . . � � I L . I L i / u u u u u u / K-103 0 0 o -o- - - - - - - - - - o - - - - --- - - - � - -per- - � 4 •� .t. .,3,--^ . - • > - . • 1 0 / P. - �� - -D- - --�_ 2000 000° - �O .�J O p o° 00 O° l \ T. - - So�Q - �000--pa� - - - - - - - _ I 0000o 0 0 0 0 \ \ t oo°°I° °000 0000000poo00 \ HDR Architecture, Inc. 0 0 1 I • `` - _ o 'p . . . • *�/YVi O o O • UU* • O • _ _ O 'o. Q O JIML 0 O o o I • , , ' 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91101-3020 � � � . ry 31, v 0 00 C1, ,.f• O 0 0 o0 0 8 r, � 1 • K- 1 02 u) � N ! 43,1GROU ` CIVIL ENGINEERING • o 51TE-WIDE CHANGE5 O PLANT LOCATIONS, 'o ;;:,• y' SURVEYING+MAPPING ,, , N PLANT COUNT5, AND LANT LAYOUT5 U,, o o `` \ LAND DEVELOPMENT /> ° K- 101 ° o° \ o O \ 213 624 2661 T E L ° 0 \ o ° ° 213 614 1 863 FAX O - - - - - - - - - - - - - - - - - o '� I - o , 's's �' ' • •° o s,,:, '� O 707 WILSHIRE BOULEVARD 40th FLOC 0 / LOS ANGELES CALIFORNIA 900 •, I I ° i p 't I I •I 11 ❑ oo ion .: � . ' • � PALM DESERT o • . 11 JkVG HSVM I SHERIFF STATIOI , , O 8 2 W • • ty • • > ❑ 6311�l �( O o 0 ,,,,,,,,,,,,,, P- 1 0 R 0 rn") 0 0 V a In ,,,, , --JO ,,,,,,,, -1 7 ,-t, M, ,, ,,,,,, - ❑ V ,,,,,,,�,,,, ,�,ijlj�,,,,,,,,,�,,,, S 1 0 5 O • ,,,,,,,,,,, , ,,,,,�,,,,,,,,, ( 1_ Ut 1 00 S- 104 00 ' O° °oS- 10:2 l �l ® , ♦, , • 04 ® 1 ! , o ' o ® QQ I r o O o O , F ° i I o ! S-1 031 o °° o P-101 • ' i _ ,. _ 11 o i p , ,,,° ,,,,7_111 _ , / 1 / ° ° ° !U-Uo-G6 REVISION ,,,,, ,,, ,,, 1 I -- S.S. � - - - - l 08-20-08 BID SET I I - - I - - - - - - - - - - - - - / 08-20-08 BID SET G. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / 08-06-08 PERMIT SET D.W. 02-08-08 50% CD SUBMITTAL/ PLAT 03-18-08 90% CD S o .�,q� O • o pC1 :; ! • 1 12-21-07 F. E. o '. :.l, '':,r..:r'� ENTITLEMENT O 0 O 11-16-07 100% DESIGN DEVELOPMENT - DEVELOPMENT 10 6 07 5 0% DESIGN DEVELO E 2 08-31-07 SCHEMATIC DESIGN SUE / MARK DATE DESCRIPTION \ � \ / \ ____ -__._ ____ PROJECT NUMBER 65939 PLANT SCHEDULE - - \ - - - - - GENERAL NOTES: PLANTING NOTES' PROJECT MANAGER ROBERT WOLFE TREES CODE BOTANICAL COMMON/H20/PF CONT QN IVAY GROUND COVERS CODE 3OTANICAL COMMON CONT CITY -4- -A+I-pa�rtrrg s�rall �e-W tsat ile ewra-Pa g�ppe G�fG2G8- I . All plants shall be nit lle�.a ery n ail, c�du�C n ractor PROJECT ARCHITECT PART NAG x 19 V v -N/ \/ ( - -In allesl-as-per ntt€�ct-Hers-spe�+fic-i must contact the�City of Palm De5ert Landscape Manager a d the DESIGN PAUL NAGASHIMA ACA SMA Acacia 5mallu Sweet Acacia/low/0.2 24 bo � - - -Sp�cif-i6atis�-Ne xx .)- Owner's Repre5enta i fib+- a'?re�Pal r1he^o aflpy-gsetu n5 to CIVIL ROBERT POPPE ACA DES Acacia redolen5 'Desert Carpet' TM Desert Carpet TM 3 gal@ 144" cc 29 plant material. LANDSCAPE LISA POWELL OLE PR2 Olea europaea 'Fruitle5e,' Fruitle55 Olive/mod/0.5 24"box 29 low/0.2 „ • I . Tables shall be Landscape Forms 42 Steelhead table top with STRUCTURAL MARK HARPER Low branching, Single trunk, Single leader perforated metal insert, powdercoated in "Stone" color, and Single 2. Trees Shall be Single trunk and leader, low-branching and must meet °p00pO ERI LAP, Ericameria lariafolia 'Aguirre' TM Turpentine Bush 3 gal@ 45" oc 137 surface mount base powdercoated in "Stone" color. Accompanying minimum 5tandard5 a5 5et forth by the Arizona Nursery Association MECHANICAL SOUREFRE VITOROS IA ERiC H, °�° ° PAR HYB Parkin5onia hybrid 'De5ert Museum'/low/0.2 24"box 18 low/0.2 > chair5, 4 per table, shall be Traverse ("Verona") chair with armrests Grower's Committee Recommended Average Tree Specifications, for ELECTRICAL SOUREN TOROSSIAN °°°0°Oo°°°°° Low branching, Single trunk, Single leader y••;t.l•t..A;• and perforated metal seat, powdercoated with "Bronze" color finish. each tree 5pecie5 115ted. Contractor shall obtain approval on tree INTERIORS KEITH CARROLL LAN PUP, Lantana monteviden515 Purple Trailing Lantana > I gal@ 72" cc 94 In5talled a5 per manufacturer's 5pecification5. 5election5 from Owner's Repre5enative and City of Palm De5ert .�::::� '�•<'.'" DRAWN BY QUE 5UB Quercu5 5uber Cork Oak/low/0.2 24"box 5 •�''.�:''�'°` mod/O.5 � � Landscape Specialist prior to insta anon. 2. Benches shall be Landscape Forms "Sonoma" bench with a back and - - - - -) end arms, for exterior installation with two legs to be surface 3. All planting beds 5hall be covered with 3/8-inch minus with I I % fines E VI ercus vir miana Herlta e Southern Live Oak 24 box 9 II 11 � oscAq,e QU R Qu g g Low branching, Single trunk, single leader 'Heritage'/mod/0.5 mounted, redwood seat, and powdercoated finish in Bronze . California Gold decomposed granite mulch, compacted and watere � � Installed a5 per manufacturer'5 specifications. to a final 2-inch depth. Top of decomposed granite mulch shall be I © inch below top of curb. AI uktii -iomr6eprdyi I ' �' VIT AGN Vitex agnu5-ca5tu5 Chaste Tree/mod/O.5 24"box 13 3. Trash receptacles shall be Landscape Forms "Petoskey" litter Owner's Representative aAi City of Palm De5ert Landscape Manager ' ow bra hm , i le tru 5 I er �, �/ U �� v REFERENCE_NOTE5_5CHEDULE p g p p ^ ( a � �� with "Bro{nze"icoloir fins h�/Ashcans shall be Landscad erForme� material.tinstallation. Small nar uG�bei� n� a ' � WAS ROB Wa5hingtonia robu5ta Mexican Fan Palm/mod/0.5 24 box 8 / SYMBOL REFERENCE NOTES QTY " 11 �� " p ( UPCAL'l��' 5 � -MM� � �\ /�•-e2�•NY�-� STY/ Petoskey Ash urn powdercoated with Bronze color finish. ROCK Installed a5 per manufacturer'5 5pecification5. 4. All plants shall be planted per Details I/L-02, 2/L-02. There shall be L - - - - AGA AME Agave americana Century Plant/low/0.2 5 gal 13 K-101 BOULDERS TYP.-- 'CALIFORNIA GOLD ' 57 (SEE GEN. NOTE #5, and DETAIL 3/L-02) no 5ign5 of recent pruning, including nicks. j 4. Boulders m planting beds shall be grouped into clusters of three AGA 5CH Agave 5chidigera 'Durango Delight' TM Agave/low/0.2 5 gal 59 K-102 3/8" MINU5 WITH I I% FINES 'CALIFORMA GOLD' (3) boufder5 each varying in 51ze from 24" to 48" acro55. Stone 5. Entire length of bioswafe bottom Shall be lined wtth 3"-G" (thickne55) DECOMPOSED GRANITE MULCH TYP. (SEE PLANTING NOTE #3) bollards Shall be boulders embedded in-entry paving and shall vary in local cobblestone rip-rap, 'Gold Cobble', installed over weed barrier BAI MUL Baileya multiraciiata Desert Marigold/low/0.2 I gal 78 3" TO 4" COBBLESTONE RIP-RAP 'CALIFORNIA GOLD', 5ize form GO" to 72" acro55. All boulders shall be 'California Gold' fabric. 0 K-103 BIO5WALF BOTTOM, TYP. (SEE PLANTING NOTE #5) granite boulders from Southwest Boulder * 5tone, or equivalent CAE PUL Cae5alpinta pulcherrima Red Bird Of Paradise/ 5 gal 90 PAVING �� V �D28) approved by the City of Palm Desert Landscape Specialist and the mod/0.5 P-101 PAVING PER ARCHITECTURAL PLAN (SEE SHEET A-100 Owner's Repre5entative. Contractor must Submit 5amp{e5 for PLANTING PLAN CAL DWA Callistemon viminali5 'Little John' D JVQ ping Bottlebrush/ 5 gal 70 51TE FURNISHINGS �� approval prior to installation. ?� P� bm boo mAmW to Rio "N wirr b S-102 STONE BOLLARD TYP. — 'CALIFORNIA GOLD' 6 (5EE GEN. NOTE #5, and DETAIL 4/L-02) structures of an kind N 1 11 dOt INN U / &a ft is a � "A DAS WHE DaSylirion wheelers Grey Desert Spoon/low/0.2 5 gal 83 5. Trees, plants, Walls, Sidewalks and permanenty am # � S-103 TABLE AND CHAIRS TYP. 3 SETS (SEE GEN. NOTE #2) shall not be planted, installed or built in CVWD and USER 0 6"Pa os vt on loud � �Y or ` LEU THU Leuco h Ilum candidum 'Thunder Cloud' TM Thu°nd0er2Cloud Sa e/ 5 al 58 easements or rights-of-way without first obtaining an encroachment 3Apprlft�i of shill M�MMii14 itt dw l_ ioomlli�ll� Iwli • p Y 9 9 S-104 BENCH TYP. 4 (SEE GEN. NOTE #3) BOOM MO �i� ad IM ile .. Y;,�, Pb� ift permit from CVWD. � tit K i I°w/O.2 S-105 TRA5H RECEPTACLE AND A5H URN TYP. 5 EACH (SEE GEN. NOTE #4) CVA� �1 1 LEU PRU Leucophyllum pruino5um 'Sierra Bouquet' TM Sierra Bouquet Sage/ 5 gal 58 fl -�- ' MII� 1 irl�pTl1� 01{ SCALE ��EO���OCALE FOR ACCURATE MEASI } a in" &A. 0 OPU BAS Opuntia ba5ilari5 Prickly Pear/low/0.2 5 gal 43 ``�`✓✓ Minimum planting 5ize of 6 pads per plant OPU CHO Opuntia bigelovii Teddy Bear Choi la/low/0.2 5 gal 79 �TC 04� x ' L=O 1 1 .5' minimum height, minimum 6 pads per plant _ 0 30 60 90 feet YUC ELA Yucca elata 5oaptree Yucca/low/0-2 10/15 gal 3 nj_Lr_L-:�= Como PLAN O QED .11.......E FILENAME i l HDR Architecture, Inc. o KEEP CROWN ROOT AT FINISHED GRADE DOUBLE CINCH TIES AROUND TREE AND STAKE IN A "FIGURE 8" CONFIGURATION TO STABILIZE. ° ° III I=��11—I I I I I�—III 251 South Lake Avenue I Suite 1000 1 Pasadena,CA 91 101-3020 1 62 DO NOT IMMOBILIZE TREES; ALLOW FOR MOVEMENT. 2" DECOMPOSED GRANITE FINISH _—III 111=1I — TOP OF ROOT CROWN GRADE I I=1 I M I M I 1=1 I I AT FINAL GRADE TALL PRESSURE TREATED 01. STAKES.ETSETER XPERPENDICULAR TO PREVAILING WATER BASIN WITH 3" BERM WINDS. FINISH GRADE —III—III—III III II "� RY I END OF MA NTENANCE.KE BY THE II I Ill I 3 HIGH BERM _ III BACKFILL WITH NATIVE SOIL = ITT —t �_T- WITHOUT ANY SOIL AMENDMENT II—IJ—III FINISHED GRADE �" ., .�.��•�•� ..• •••" III —III-111=IT i I I—LI=T 1=Ti=—I 11= -I—I I i—iI I—III—iI I—I I1=III-1 Ij—�—III—T�T—I I—cei II I—I I I—III—i I I ! N111,11114 GROUP LL UNDISTURBED NATIVE SOIL ROOTBA II=1II- 2" DECOMPOSED DEPTHADD 12" COMPACTED GRANITE MULCH BALL AGGREGATE TO PLANTING AS PER CIVIL ENGINEERING AFTER COMPACTION PLANT PIT DETAIL. BALL DIA. X 2 SETTLING. SURVEYING+MAPPING AVOID DAMAGE TO THE ROOT LAND DEVELOPMENT —III I I III III= BALL WITH THE SUPPORT STAKES. NOTE: BACKFILL MIX, SEE 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 GALLON UNDISTURBED UNDISTURBED 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 21 3 624 2661 TEL 48" AT 24" BOX NATIVE SOIL. NATIVE SOIL. N61T,E 60" AT 30" BOX C2. . INSTALL 3/"MINUS 11%FINES'CALIFORNIA GOLD'GRAVEL MULCH TO WITHIN 3"DIAMETER OF 21 3 61 4 1 863 FAX PLANT PIT DETAIL 72" AT 36" BOX STAKING DETAIL 2. BURY BOULDER Ys INTO HILLSIDE AND BACKFILL AROUND IT. SHRUB STEMS. 707 WILSHIRE BOULEVARD 40th FLOOR FOR DESERT SHRUBS, BACKFILL MIX SHALL BE NATIVE SITE SOIL ONLY. 3. COMPACT SUBGRADE TO MINIMIZE DIFFERENTIAL SETTLING. LOS ANGELES CALIFORNIA 90017 NOTES: NOTES: Na`AQl?CCA`€�h4CLTALZ` 'WITRfAJ�TREE WE �� 1. NO WIRE SHALL BE USED TO SECURE CINCH TIES. AS PER COPD DETAIL NO,XXXX. FOR DESERT TREES,BACKFILL MIX SHALL BE NATIVE SITE SOIL ONL TREE PLANTING WITH DOUBLE STAKE NATIVE SHRUB PLANTING BOULDER PALM DESERT 00 DETAIL—FILE 00 1" = 1" DETAIL—FILE 3 3/4" = 1'-0" 1 — 1 —0 " - SHERIFF STATION l i e�P 0 y>c • "* d C STAMPED 4, �89 CONCRETE OR TILE PAVING �fi MIN. TO MAX.EXPANSION JOINTWITH COMPACTED SILICONE FILLER SUB—BASE OR UNDISTURBED FINISH GRADE NATIVE SOIL —_— 6" CONCRETE FOOTING •` " III=III=III=III BELOW BOULDER GRADE __ I I=1 1=1 11=1 11=1 III=1 I MI I I—I I III=1 I I-1 I I-1 I I �'�.. :.<.i'�'� '� .:: '•� :;,:. :..,..:�._,: •�;�;v � � '•�'•::.,�::.:.;.� :•�;�:,: III-1 I 1=1 I I=1 I i-1 1 I—I I I—I I 1=1 I 1=1 I II IL 11_I I I ill III .•.�'.�,-., �a:.,.::a...., .,y:,.' .•, .,, ,•,."..:',;.•:;•',:':r:-�'•:; _: _ —_ I I—I I I_I I I-1 I I_I • �°•�a�.••!'•..:.�•::r: a:,.a,k ww.•. , ,•....�;•;::, .a.'.,,.�..,::,,���";::.1..a.•, 1 I-111-111-11 I-111 III—) I I—III—III ��f �* "y ,• ��y� �,:....: A•.. ; '�••. -. I I -1 1—ill-1 —I 1-11 I—I 1 I-1 - -1=1 I 1=1__-1=1 I 1=1_EEI_ _ — 1 MI I I-1 11=1 11=1 11 1-111=1 11=1 I MI 11=1 I I-1 11=1 I I_—I 11=1 I MI 11-1 I I—_I 11-111-11 I—I I I—I 11=1 I I_I I I_I I I—I 11_I I I—I I I_I I MI I I—I I I— I I—I I MI 11=1 11=1 I I I I I I 11=1 I I-11 I 6" MIN. DEPTH OF 95% COMPACTED AGGREGATE SUB—BASE OR UNDISTURBED NATIVE SOIL TO NOTE: AVOID SETTLING BENEATH BOLLARDS. 10-06-08 REVISION 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 08— 0Z08 2. SUB-BASE MATERIAL SHALL BE LAID AND COMPACTED UP TO BOULDER EDGE. 08-06-08 PERMIT SET 03-18-08 90% CD SUBMITTAL 3. Vie" MIN.TO Y4"MAX. EXPANSION JOINT SHALL BE LEFT BETWEEN PLAZA PAVING AND BOULDER. JOINT 02-08-08 50% CD SUBMITTAL PLAN SHALL BE FILLED WITH SILICONE FILLER AS PER MANUFACTURERS INSTRUCTIONS. 12-21-07 ENTITLEMENT 4 STONE BOLLARD 11-16-07 100% DESIGN DEVELOPMENT S 3/41P = 1 —0 10-26-07 50% DESIGN DEVELOPMENT 08-31-07 SCHEMATIC DESIGN SUBM MARK DATE DESCRIPTION A APE INSPECTION5ChEDULE: - - - - - - - - - - - - - - - - - - - - - - - - - - � COPD L N D5C � � — 1 PROJECT NUMBER 65939 I . SLEEVING / GRADING / PROJECT MANAGER ROBERT W07E C City of Palm Desert step 1 Inter�?cne itram the C��'�1C--to Zane tvlzp(CVkjn -hurl r�P!a.9�.3,found r t tel a. Sleeve diameter, type, depth and location ` I 'G-enr_ralbndsca::��nr. Irr:;stionS.,,.irr,DckanF�'itrrial / Water Calculation Chart Stop? Fnrar:-aluasfarsgi.ar�(txtasleraki.la-Irns PROJECT ARCHITECT PART TIVAY b. Soil surface drainage, elevation5 and trash (Including weeds rubble) Step 3-Inter'.•alues tor-he nurrbe orplar—mterlalsInea&wa:ertse:ategorV, —helv�..'�landC�tl ��vi tx�+u.cxr ats_aI �ralc4lstr:: DESIGN PAUL NAGASHIMA 4 2. HARDSCAPE / BOULDER5 - COBBLE LANDSCAPE 4 1 CIVIL ROBERT POPPE LANDSCAPE LISA POWELL a. 51dewalk and wall layout Total Number of Plants 2,205 Y b. Utllltle5 location I Total MWA 62+�.27 � STRUCTURAL MARK HARPER c. Boulder type, 5lze, weight and placement > Irrigation System Type Square Footage Estimated Water Use MECHANICAL EFREN VILLASENOR, ERIC HAF Square Footage Calculations ELECTRICAL SOUREN TOROSSIAN 3. IRRIGATION SYSTEM ROUGH-IN ( I Tree&Shrub Squarefootage 16,033 Very Low Shrubs o PT 0 © INTERIORS KEITH CARROLL 7 a. Trench depth and location 1 I l li b. Pipe size and class ' \ Low Shrubs 1,769 Drip --- 12,862.76 22259 DRAWN BY Turf Spray Square Footage 0 c. Pressure test ( 1 25 p5l for G hours) I N 0 — — — — Low/Mod Shrubs Drip \ r I < Turf Rotor Square Footage 0 1 4. PLANT MATERIAL (TREES SHRUBS) I �� 2,494A2 1079 Moo!Shrubs 343 Drlp ;; �mosc,�a. a. Condition Waterfeature Still Square Footage 0 I 1 7 --q b. Type Mod..Ml Shrubs Drip Waterfeature Moving Square Footage 0 c. Placement re Shrubs Drip 0 a High S b p IGross Square Footage 16,033 --� -- T* 5. GROUND COVER (DECOMPOSED GRANITE) a. Type Low Trees +32 Drip 305 39 5.28 l ��� I aFCAW�Q� b. Depth and 5pacing I Less Allowable Boulder/Cobble Low/Mod Trees 0 0 c. Compaction > Square Footage Drip I ( . I Boulder and Cobble Instructions�eo t'te Mod Trees 51 y 370S3 16.04 FINAL toa a cu bdcanbblc arc:. I a. Irrigation: wv'*-,-).ltpki-itrnate al l.,_a•-ater -har,�'%of Mod1HITmes 0 0 1 Dri / I. Valve5, boxes and wiring , I the:otl la�,dsc�p a ea"t may be used tc. C` ll. Controller operation and schedule adJu�..��ccvera l la Ids �p�zr�a' High Trees C-� Drip 0 0 III. 5p rinkler, bubbler and/or drip emitter type, flow rate, and / I quantity per plant C Net Square Footage 16,033 Iv. Overall operation Total Plants 2,205 + I \ I I SITE DETAILS b. Tree 5taking ' I Total Tree and Shrub EWU 351.81 c. Overall c� � � � �� � � � � r000 roa, I& Wow Cab Me � 11110" % CIOpllolr a lir1w I Total►aterfeature EWU 0 sea" WN d ftl� MWft amilli" ad > f he above Ins ectlon5 fall after 2 attem t5, there will be a fee < ( I 06 bmi MIdf► o I I NOTES• Should any o f p p a55e55ed for any re-m5pectlon5. Total Turf EWU a l Mpplaid of �S �� 1!I Ii� dnr � 1 � n approved {and5ca e Ian must be re-Submitted to the City of Palm � � I �otl► � �� � tit �� Any change to a pp p p Y Total Estimate Water Use 351 s1 Desert fora royal prior to implementation. prr>fa t I �f pry► Dial — !» }Inr+M1 rr i"� M pp p I t.'VMI� al pun* L*M� �i N 1r1�1�1� sOMI SCALE N TS ✓ � � � n Or L=02 Q murmff momI FILENAME I ............ ........................... .............. ..................... . .......... .......... .... .. 171 V --------- .3r- a— — — — — —4L- — — — — —4L- — — — — — — — — — — — — -a — — — — — — — — — — — — — — — — — — — _ _ _ __* — — — — — — — — — — — — — — — — — -jr— =9 _<_ — — — — — — — — — — — — — — — — — — — — — — — — —------------- — — — — — —____ —____A' -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VIP HDR Architecture, Inc. — — — — — — — — — — — — - — — — — — — —— — — — --- — — — r T TI 11 T 61 6 1-- - - - - - - - - - - - -r- - - - - - - - - - -- -- E- T T I111 I1I1I1I�I I1IIIII1III(IIIIII 111l1II1II1111III1IIIIj�1I�IIIIjII111IIIIIIIl1, I�IIIII1I11iIIIIIjI1 jIIIjIjIII11IIjIIII�I► IIII1 �m�—I�—� )II� �111I1I11IjI I1IIII111I11j1I j1I1III1111j1I'� 1I 1,.0""1 4_34 s..83 � iII 1 - ---1IIII -�rIIII�II -���-TIIIIILI1III(jI'-- _T < 251 South Lake Avenue Suite 1000 Pasadena,CA 91101-3020 626.584.1700 7 1III1 1"IIIIIIII1III1IIIIjIII 1IIIIII1III1IIIjIIIIII IjII�I1 -- — — — — — — — — — — -- — — — — — — — — — — - -- [C C r- -- - - - - - - - - - - - - - - -- 61 IAJ I — — --- — — — — — —— — — — — — — — — — < IJI — --- — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — T T gal 5 GROUP CIVIL ENGINEERING SURVEYING+MAPPING LAND DEVELOPMENT Jill 51TE-WIDE CHANGE5 TO EMITTER LOCATIONS, r?, LATERAL LAYOUTS, VALVE 51ZE5, AND FLOW 213 624 2661 TEL 213 614 1863 FAX RATES. 707 WILSHIRE BOULEVARD 40th FLOOR LOS ANGELES CALIFORNIA 90017 < PALM DESERT Er- SHERIFF STATION WASH BAY i 111.5""12111 4 53.8.s 11 I1I�I1III _ II(IIIIIIII 111I,1I—�I1III1���1II1- fiII - -_— ---�1 _ --- --- I�I 1I11II1 I11I 11IIII II - - - - - -� 1 _ (1II 1II I IIII I - - sII1 1 — — 1I _ 1" s.2- ---- — iI1 iI1i _ - - -- U6 CT 5 C!f- 12 TA < TRAILER 0 _j 19 9 18 < 1.12j ]18 19 ill I r I I j I I ) I E- - - 1 6 15 11 I11 I I 1 � j � � I I� 11 I I I s � I I I j1 j l —— — — — — -JI ic:s= 6 L I _j C=_ 0-06-08 REVISION 08 2C-(38-' 08-06-08 PERMIT SET 03-18-08 90% CID SUBMITTAL wm BF M F 02-08-08 50% CID SUBMITTAL/ PLAN CHECK I F 12-21-07 ENTITLEMENT - — — — — — — — — — — — — — — -a — — — — — — — —�_ - - - - - - - - -� - - -� 11111"110 � � � �4= 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL KOPERTYLINE f-- - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ——-- ------- — — — — — — — — — — - 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMITTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE .......... I.............. PROJECT ARCHITECT PARI TIVAY IRRIGATION NOTES DESIGN PAUL NAGASHIMA IRRIGATION 5CHEDULE EMITTER 5CHEDULE CIVIL ROBERT POPPE I Irrigation system shall be a low-volume, drip irrigation 5y5tCM installed per City fo Palm LANDSCAPE USA POWELL 5YME30L MAN U IFACTUIRER/MODEUDE5CRIPTION PLANT NAME MANUFACTURER/PART NUMBER # GPH PER EMITTER TOTAL GPH Desert Standard Details No. 02G, March, 2005. STRUCTURAL MARK HARPER Emil 1" Water meter installed by the Coachella Valley Water District (CVWD) Clea europaea 'fruitle55' RAINDIRD DRIP BUBBLER PC-05-1032 5 5GPH 25 2. Irrigation water meter and building backflow preventer 5hall be in5talled by CVWD. MECHANICAL EFREN VILLASENOR, ERIC HARLEY 4 Quercu5 virginiana Contractor shall coordinate installation with CVWD. ELECTRICAL SOUREN TOROSSIAN I" Reduced Pressure 5ackflow Preventer - IF ebco 52 5Y, installed by CVWD Vitex agnu5-castu5 INTERIORS KEITH CARROLL BF downstream CVWD installed equipment. Wa5hingtonia robl.15ta 3. Irrigation PIFC5 to share trenches wherever practicable. Point of Connection - Contractor work to tie DRAWN BYI POC I '4" Wilkins 50 P I �1 �5h Wye filter Acacia 5mallit RAINBIRD DRIP EMITTER FC-05- 1032 2 5GPH 10 4. Irrigation main line shall be buried at a depth of 15" - 24". Lateral line shall be buried at a 5et at 501`501"In5tall metal pipe between POC and master valve. Parkin5onia hybrid depth of 9" - 12". Quercu5 51.1ber 5. Install irrigation pipes in trenches with printed label information facing up for clpick I" Master Control Valve Cae5alpinia pulcherrima RAINDIRD DRIP EMITTER XE3-20PC-1032 2 2GPH 4 identification during the 51tC observation of pipe installation in open trenches. SCA Rainbird Iff 15-CP-100 [3ra55 Remote Control Valve UC.4Ar Calli5temon viminali5 'Little John' 20 5tation Controller Lantana monteviclen5i5 G. Install a minimum of 2" decomposed granite mulch atop irrigation distribution components to CC Da5yhrion Weathermatic 5martline I G20, 5LW20 weather station, Outdoor mount Leucophy wheelersllurn candidurn 'Thunder Cloud' TM deter weed growth. I J" full Port Isolation Brass Ball Valve Leucophyllurn pruinO5UM 'sierra 5ouc[uet' TM 7. All irrigation valves to be housed in appropriately-sized tan-colored Carson box. Yucca elata Wilkins 850 Acacia redclen5 'Desert Carpet' TIVI 5. ln5ta irrigation line5 Ind emitters on uphill 51de, Of 510FC. I" Quick-Coupling Valve with locking rubber cover Ericameria laricifolia 'Aguirre' TM 4 5. Irrigation plan 15 diagrammatic. Irrigation lines shown in paving shall be located in the C10565t Rainbird 33DLRC Agave americana RAINDIRD DRIP EMITTER X5-20PC-1032 1 2GPH 2 adjacent planting area unIC55 otherwise noted. No tees, 615, or other turns in piping shall be Zone Control Valve, Pressure Regulator, Mesh Fitter Kit Agave 5chidigera 'Durango Delight' TM located under paving unless otherwise noted. E5aileya multiradiata Rainbird XCZ-Lf-075 Cipuntia ba5ilari5 10. The contractor shall be responsible for full irrigation coverage of all plant material. I Rain Bird XCZ-100 Opuntia bigelovii I Rainbird XCZ-I 50-COM 11 . The irrigation 5y5tCM shall not be installed as shown on the drawings where there are obvious obstructions or grade differences that might not have been considered in the system design. Drip Zone Boundary Valve Callout Such obstructions shall be brought immediately to the attention of the Owner's Representative prior to proceeding with installation. — — — — — — — — I J" Irrigation Mainline: PVC Schedule 40 # Valve Number 12. Trees, plants, walls, sidewalks and permanent structures of any IRRIGATION FLAN I kind shall not be planted, installed or built in CVWD and U55P, %M PkM hm bm M*WW #46 USER WNW MM in — — — — — — — — Irrigation Drip Irrigation Backbone Lateral Line: PVC Class 200, 1 unIC55 otherwise noted #1 # Valve flow (GPM) ft easements or rights-of-way without first obtaining an encroach Valve 51ze- ment permit from CVWD. Sees" MV st � rA*M% 1111151-h 1 4W 'aflovid, GlIll See Detail 8/L-04 Irrigation Drip Irrigation Lateral Line: PVC Class 3 15 Wo to bw 4"P"" or*^W" Of 111* &VAbill; by #bIN der M Ims" mod fa Drip Irrigation riser for trees: See Emitter Schedule amillw* bft pb#^ Ift ow WWW"WW_WV* pai a at *ucbm ef *V MW wAr od be 1, 11 A W bakm bk 1" C" aw Use 4"WWO MR worm wo wow wmwww� met abumv to SCALE U5E GRAPHIC 5CALE FOR ACCURATE!MEA5UREMENT E Automatic Flush Valve CM. Pipe Sleeve: PVC Class 200 IIIDATC irm— WWA=Fr Typical pipe sleeve for irrigation pipe. Pipe, 51CCVC 512C shall L 03 allow for irrigation piping and their related coupling5 to easily slide through 5leeving material and at least 2 sizes larger than enclosed pipe. Extend sleeves 15 inches beyond edges 0VW*PL^m 009LOAMW mom FILENAME of paving or construction. NORTH WATER PRESSURE REDUCING 0FINISH GRADE/TOP OF MULCH VALVE AND BRASS WYE ONTROLLER WIRE WITH 30 INCH LINEAR FILTER (100 MESH) SIZE AND 20"X14" JUMBO LENGTH OF COIL, WITH PLASTIC I.D. TAG 2 QUICK-COUPLING VALVE: PLASTIC VALVE BOX. AND WATERPROOF CONNECTORS. SET BOX 2" ABOVE GRADE AT SHRUBS. 1 2 3 RAIN BIRD MODEL 44LRC SET PRESSURE TO PLAN RCV AS SET BOX FLUSH TO GRADE AT TURF. SPECIFIED. O3 VALVE BOX WITH COVER OPTIONAL PRESSURE GAUGE FW66 PORT BA66- FILTER AS SPECIFIED. RECTANGULAR VALVE BOX (TAN IN COLOR) WITH 6" EXTENSIONS G ADE AT PRESSURE REGULATOR AS AS REQUIRED 4 3-INCH MINIMUM DEPTH OF SPECIFIED. O SHRUBS. WATER PROOF WIRE CONNECTORS 3/4-INCH WASHED GRAVEL — • BRASS UNION SET BOX FLUSH NI PLE PVC T.O.E. TO SLIP ON 30" LOOPED WIRES. 4 _ _ AT MULCH. M HDR Architecture, Inc. w w O PV SCH 80 NIPPLE 2 5 LENGTH AS REQUIRED) 0 FINISHED GRADE. 6 BRICK (1 OF 2) 3 3 6 -III=III=' III=III-1 i t — 7 O PVC SCH 40 STREET ELLUj = �I�i�IIII I�II�i„III oQ m m PVC CONDUIT FOR -I 1 I=III=I I(' O8 PVC SCH 40 TEE OR ELL m a: m Z CONTROLLER WIRES. I-I I-I I= e 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91 1 01-3020 626.584.1700 PVC MAINLINE PIPE = FINISH GRADE \ / I—III— 10 PVC SCH 40 ELL 00 11 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT —SCH. 80 RISER. OUTLET PIPE SAME SIZE I I I SUPPORT SYSTEM ��,� is Nx AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. I 45' DOWN AS REQ. TO D — —L f SxT TEE W/ 2" LATERAL PIPE DEPTH. TAT NIPPLE AT MAINLINE. TWO 6X2X16 CONCRETE BLOCK CAPS, 6X2X16 CONE. BLOCK CAPS, �! 3�" WIRE CLOTH GOPHER ONE ON EACH SIDE OF THE BOX. ONE EACH SIDE (2 TOTAL) PVC MAIN LINE. 1 1 1 O 9 8 7 SCREEN, WRAP UP SIDES. G SXT SCHEDULE 80 NIPPLES NOTE: VALVE INLET SIZE. 1 WIRE CLOTH GOPHER NOTE: BALL VALVES TO BE INSTALLED BEFORE ZONE CLUSTER VALVES SCREEN, WRAP UP SIDES. CIVIL ENGINEERING 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL 7NOTE: WD INSTALLS RFB DIRECTLY BEHIND WATER METERS. NOT BEFORE EACH INDIVIDUAL REMOTE CONTROL VALVE. TO NOMINAL QUICK COUPLING VALVE INLET SIZE. SURVEYING+MAPPING LAND DEVELOPMENT MASTER CONTROL VALVE QUICK COUPLING VALVE -- MODEL 44RC SERIES WATER PRESSURE REDUCING VALVE 4 1 /4" - 1 1/2" DRIP VALVE/FILTER/REGULATOR 1 213 624 2661 TEL 1 1/2" = 1'-0" 32 8406.23-04 2 1" = 1" 32 8406.43-05 V" = 1'—O" DETAIL—FILE 1 1/2" = 1'-0" 32 8413.76-01 213 614 1863 FAX 707 WILSHIRE BOULEVARD 40th FLOOR LOS ANGELES CALIFORNIA 90017 __ -- PALM DESERT SINGLE—OUTLET EMITTER: SHERIFF STATION RAIN BIRD XERI—BUG EMITTER FLUSH VALVE VALVE BOX LID, XB—XXPC-10-32 DRIP ZONE -- -- HEAD BRAND "J SET CONTROLLER 60" ABOVE _ BOX" ON LID WITH FINISHED GRADE UNLESS " SET BOX 2" ABOVE OTHERWISE NOTED. 2 HIGH LETTERS J B 0 X GRADE AT SHRUBS. FINISHED GRADE. o (TAN IN COLOR). I ,* WEATHERMATIC SMARTLINE 1620 SET BOX FLUSH TO N WEATHER STATION 1OX15 STANDARD BOX. GRADE AT LAWN. V SLW20 EA SECURELY BOLT CONTROLLER _ _ _ _ _ _ TO WALL. INSTALL BACKUP —III—III—III—III—III—III09 �i 4� BATTERIES AS REQUIRED. II—III=III=III=III=III oyq. ,a GROUND AS PER MFG. =1 j1=III=III—III=�I I- ©RIP LATERAL SPECIFICATIONS. I(��__ = SPARE WIRES THAT ARE I I=III—i I I-I �_ PVC CLASS 315 PlPIE �—III—III-I�I TO TERMINATE AT THIS III—III—"' 1/2" DIAMETER RIGID I� =�=T_ BOX: COIL 30�� LENGTH N i AND I.D. TAG.STEEL CONDUIT FOR " I —I I'I I II I Ii I I 1/4.. POLY FLEX RISER 1 1/2 DIAMETER RIGID 110 VAC ELECTRICAL W/ 1/2" MIPT 10/32" SOURCE. INSTALL AS STEEL CONDUIT FOR THREADED END o RCV WIRES. LOOP BUNDLE AND -...�-- Y FOR BOUNDARY Q ELECTRICAL ' U A EC R C PER LOCAL EL CODES. LABEL SPARE WIRES _JX 1 DRIP VALVE ZONE THAT ARE TO LATERAL LINE. CONTINUE, AS WIRES TO CONTROLLER OCCURS. FINISHED GRADE. _ _ _ 1/2" WIRE CLOTH GOPHER PVCEDULE P PE 40 l �—III-II PROTECTION SCREEN, — 0 1(_� -I I I— WRAP 6" UP SIDES. LONG SWEEP ELL. -III; I— 1' TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON MAIN LINE AS OCCURS. PVC FITTING NOTES: USE PVC SCH. 40 EACH SIDE OF BOX. ELECTRIC CONTROL VALVE ASSEMBLY NOTES: f (DETAIL TO BE USED AS AN EXAMPLE ONLY) BELOW GRADE. 1. POLY FLEX RISER Y4." 2. NO BARBED EMITTERS PER CVWD. 3. EMITTERS TO HAVE DIFUSER CAP IF NEEDED. WALL MOUNT CONTROLLER WIRE BUNDLE JUNCTION BOX DRIP EMITTER 1/4" PVC RISER 5 - - W (SEE Note} 10-06-08 REVISION " — V 1 1 — 1' 0" 32 8409.79-02 NTS DETAIL—FILE z 1 = 1 —0 DETAIL FILE /2 09-18-08 ADDENDUM 3 08-20-08 BID SET j SHRUB EMITTER DETAIL (TYPICAL) 08-06-08 PERMIT SET 03-18-08 90% CD SUBMITTAL OS 0 5 0% CD SUBMITTAL/ BMITTAL PLAN CHECK 02 8 / 12-21-07 ENTITLEMENT - PM 11 16 07 100% DESIGN DEVELOPMENT SUBMITTAL E BACKBONE LATERAL 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL PVC CLASS 200 PIPE' 08-31-07 SCHEMATIC DESIGN SUBMITTAL 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. BOX, SEE SPECIFICATIONS.* SET BOX FLUSH TO GRADE AT LAWN. MARK DATE DESCRIPTION TOP OF MULCH ZONE 4 6-INCH ROUND VALVE BOX: ATE: M RCI-I' ! — D f�I'P O II E D ETAt i._ SCALE: NONE PROJECT NUMBER 65939 RAIN BIRD VB-6RND 3 4" PVC "THREADED END CAP Sip DR�tw►NG N0. 026 PROJECT MANAGER ROBERT WOLFE ON A 3/4 TH EADED NIPPLE FINISH GRADE. DS MCR LASE DIVISION CITY OF PALM DESERT PROJECT ARCHITECT PARI TNAY SECURE WITH 914 REBAR STAKE —ill . I I MI 1==111�1 I I I I I I I I I I T II II IIIT DESIGN A CIVIL ROBERTAPOPPIE . •:4' .. II-III�-III-III I-III-II FINISH GRADE III=1 I 1=I I(=1 (I=) CITY OF PALM DESERT DETAIL #026 LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER Q =I II v NTS COPD—DRIP—ZONE—DTL.JPG MECHANICAL EFREN VILLASENOR, ERIC HARLEY FOUR COMMON ELECTRICAL SOUREN TOROSSIAN BRICK SUPPORTS. INTERIORS KEITH CARROLL 10" DIA. PVC PIPE EXTENSION, LENGTH DRAWN BY PVC CLASS 200 DRIP BACKBONE AS REQUIRED. LATERAL ISOLATION VALVE AS PVC MAIN LINE. ho4s',� SPECIFIED. SLIP/THREAD COUPLING. 6" SCHEDULE 80 THREADED 3—INCH MINIMUM DEPTH OF NIPPLE. og 3/4—INCH WASHED GRAVELo�Dab AUTOMATIC FLUSH VALVE BRASS ISOLATION VALVE 9 NT FLUSHCAP S 10 , 1 1/2 = 1 —0 DETAIL—FILE � � hmbm U � � b IRRIGATION DETAI L5 SOON" .t � ad in -.1110101111 -1 Wo ft bw spar Oft .r 111111111111111114 wk walltelt *u*mu of lid PA be w U p�nna�Mt srq► pI�r1M1 L'VA OW Uf111111t 6080 M 6 of ft. M--4 Nq 1 ft M SCALE NTS NICtgfdf11MM111R wmk 1>we 0m. L=04 i7vWID 1M.�N i��•, taE:1�ZrC�PMM"JVl :91t�'iQ�'�R FILENAME i 282.20 TC . 282.13 IE '294.5 TW 13 4"x 14" 293.9 TW 284.0 GND JOIN S=1.0% MAX. RET. WALL 294.5 TW 83.0 TF Q 4"x 14" HEIGHT LOCATION 83.1 GND 8 13'.' 82.5, TF 286.5 FIG 28 B L S'=0.5% 282.1 GND 282.24 IE 81.1 TF 6 10 286,5 FG » 290.94 FS 287.10 TG V 283.77 TG 4 285.9 FIG 10 285.10 TG 15 1 1 285.60 IE 10 5=1.0% 8 282.27 IE I: S=5.0% 10 6 - - - - - - - - - - - LU - 281: 4 E r 10% - - - - - - - - - - - - - - - - 25%-� LLJ L cn2 L SD 33% _ N 285.3 FG 0.5% 285.9 FIG 285.10 IE P87.�51�IE 0.5% 15 285.0 FG 4 Fr HD�R Architecture, Inc. Uj 7.0% 0.5% 2.7% 2.3Uj 3% Z8r85 !.FL I 283.96 TC 4291. 59'...... .. .. ..... 3 9 284.05 TC 90 4 290.90 TC 288.70 TC FS GB. 283.29 FL GB 290.40 FL, -. 31 282.65 FS 2 .94 16 283.55 FL r, 282.62 IE 288.20 FL g m...::.. 9�:81 F P 28';77 FS I 8- 1 283.73 FS 1 2 o S 2 5% o S=0.5% 286.16 TC cli 289.40 TC N 291:02 TC N - 2 286.73 TC 251 South Lake Avenue I Suite 1000 1 Pasadena,CA 91101�9020 1626.584.1700 282.84 :ESV 284.95 TC 285.66 FS 286.23 FS 5 2.7% 288.90 FS 6290.52 FS „ 2.0% 7.0% 284.45 FS �- 6 S 282.08 LIP 295.93 TC =4 7% 1.5% 282.04I1 FL 295.43 FS Tj 1.3% 728, .50 T 291.58 TC 1 CONSTRUCTION NOTES: 88.4E TC © 291.44 TC.00 F �r; 291.08 FS 290.94 FS 87 Fo o286.33 TC 291.53 TC ..9 S9 .9 TLANDSC APING PER LANDSCAPE ARCHITECTURAL DRAWINGS282 96 FS `; 285.83 FS r C 291.03 FS- FS2� 290.94 F 28 .84 S ;: 2 1 289.65 IE I LO 285.78 TC 2.44% 290. 5 T 290.80 TC'58 TIC G) R REFLECTANCE INDEX OF - S 282.37:: IE 3 28:6.08 FS 288.3..6 TC 2 CONSTRUCT 6 CONCRETE PAVING WITH SOLAR 0% ° 2 6 FS '289.65 FS 290 30:fS ° 4" PAVING S BASE 2$2.35' FL FL 87,8 » _ 1 35 SEE SOILS REPORT GUIDELINES FOR P SECTION AND 8 0 290.11 IE 47 THICKNESS, REINFORCE WITH #4 REBAR ® 16 O.C. EACH WAY. 283.86 IE ,� ¢ �i S=4.0% » � IE "' S S 2:5% SD 291.03--IE 6 i '292.00 IE 291.54 TIC O WIDE CONCRETE DRAINAGE SWALE PER DETAIL 1 ON 284.3 FG 287.39 TC 8 53 FS 290.20 FS 2.2% 291.04 FS 292.50: tC 11 g" SHEET C-4.1 CIVIL ENGINEERING 28 2 S 1.0% 286.89 F __ 4 .7• I 5 4 CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 2 ON SHEET C-4.1 F - .67% MAPPING coo 282.86 IE 290 41 TC N 88.9 FS S } LAND DEVELOPMENT 292. 0 S SURVEYING+ .F'" N 287.74 TC 287 90 T , 289.9 FS 287:5 IE o 288.8 FS SD 0 4" 2�:150 IE 5 CONSTRUCT CONCRETE CURB ONLY PER DETAIL 3 ON SHEET C-4.1. CURB TO BE 287.24 FS 287 40,;g 1 = 11 8; 1 7 O » :. S 2. % I 6 UNLESS OTHERWISE NOTED ON PLAN. 213 624 2661 TEL 2.5% 213 614 1863 FAX 88 09 F » 288.59 TC 2 S 6 294.84 FS » �291.90 TIC 6 CONSTRUCT 4 CONCRETE SIDEWALK OVER COMPACTED BASE MATERIAL. 4 x14 6 6 c 289.57 IE 13 = 1 _ 7 707 WILSHIRE BOULEVARD 40th FLOOR S 1.0% S-2.5 ' T 8" THICK CONCRETE MASONRY UNIT ( M ) BLOCK WALL PER LOS ANGELES CALIFORNIA 90017 O 285.80 1E C 15 294.98 �;' 292.70 BW 7 CONSTRUCT ICK CONC C U 285.7 FG 2 0% ARCHITECTURAL DRAWINGS. - - SD i oN9 QROF ESS 292 80: FS " -�- - �o l ... -294.80 FS 8 CONSTRUCT CONCRETE MASONRY UNIT (CMU RETAINING WALL PER ARCHITECTURAL ES 1 288.96 TC 6 288.75 IE 289.50 IE: DRAWINGS SEE PLAN FOR TOP OF WALL ELEVATIONS. 28341 TC ` 288.73 IE 1 S=2.0% 7 7 288.46 FS 282.64 F I 287.75 TC 1 8 O MODEL 2424CB 28 = 5% 9 CONSTRUCT 24 x24 CATCH BASIN PER BROOKS PRODUCTS 287.25-­FL SEE UTILITY PLAN C-3 FOR SPECIAL N0. 39687 D 294.98 FS S 2 ,.: 6 4" 7 288 20 .:IE 7 288.75 IE ( L SEWER CONNECTION). - 1` 5, 1 s=15% 09 FF 295.00 10 2 WIDE BIO-SWALE WITH RIP-RAP PER LANDSCAPE DRAWINGS. s C 1'7 RB TRANSITION FROM 6 CURB TO 8 CURB FACE SEE DETAIL 9 N 289.72 TC I 286.70 IE :4 O 0 SHEET C-4 2 TF OF CAL�F�� I 286.62 Il= 6 289.22: FS U q RB TRANSITION FROM 0" CURB TO 6" CURB O RB FACE SEE DETAIL 10 0 EVIDENCE WAREHOUSE 12 CONSTRUCT CU N - 290.18 TC7 o SHEET C 4.2. 04 PAUL JAMES LACIURA R.C.E. 39687 DATE 10289.0713 CONSTRUCT CONCRETE CURB RAMP PER STANDARD PLANS FOR PUBLIC WORKS FS ,. CONSTRUCTION (SPPWC) STD. DWG. 111-3 (MODIFIED), CASE A, TYPE I, X=6'. co c�i 14 CONSTRUCT CONCRETE CURB RAMP PER STANDARD PLANS FOR PU I 10 .._ BL C WORKS . 294.96 ' PALM DESERT CONSTRUCTION (SPPWC) STD. DWG. 111-3 (MODIFIED), CASE B, TYPE I, X=6 AND FS 2 96 FS 1 ' TC 94. LANDING WIDTH SHOWN ON PLAN. C ( SHERIFF STATION 290.93 TC I 94.76 TC c� - 1 12 292.75 IE ' 290.43 FS 294.26 FS .. 7 15 CONSTRUCT CURB OPENING WITH CONCRETE CURB & GUTTER SEE DETAIL X ON 8' WIDE S'!W 293.00 - . 6 .. SHEET C 4 X 6 CONSTRUCT -- RUCT DRIVEWAY PER STREER IMPROVEMENT r� 294 98 FS 1 16 ENT PLANS. 291.37 TC i S=O.f`6% 290.87 FS " 294.98 FS e -- 6`! o.. ...... 6 ` 17 CONST Tf s ~> ` RUC CURP RAMP PER STREET IMPROVEMENT PLANS -2 28 80,:IE :- 29 - .0% 93.00 IE ;.. 15. 7 GB F =2 4.50... . 2 7 • 2 7 cv � i . 7 289.70 IE I$8.4 F n 2 G 290.77 TC 4 294.98 FS 290.27 FL - =1.07 1 5.0% S _... S , -i �tr 294,4 FS - - GB - - 10 • 294.60 TC 92.61 C ❑ 294.10 FS to 28.7 33% o 92.11: S 294.53 TC C.O. 287 7 FG o.- SD , e 92.75 TC o 294.03 FS ES.GENERAL NO TES: � 18 O ° 92.25 FS 11 : 800 1 o S=0.66%, 1 ❑ ` i .... 1. ALL % GRADE DE SLOPE CALL OUTS ARE FOR SURFACE FLOWS. 92.42. :1P 9. . 29463 ;TC 294.38 .1=S 292.60-- E 6" SHERIFF STATION` 29 LIP 2. ALL STORM DRAIN PIPES FLOW AT A MINIMUM OF 0.5%. 292.00 TIC 292,52 IE 8 13.14 T C " .291. L :. 29 FSc ' 2 2-:64 ITS-- ❑ 1 3. AT ALL BUILDING ENTRANCES EXITS SLOP HA E SHALL NOT EXCEED cn 292.72 LIP I N ° WITHIN 5 FEET OF DOORWAY/ S 13 1 294.33 FS � 2.0% 2.0% 294.88 FS . ............... .... 1 .... 292.70 FS: 0 BIN " . ... � 291.00 B 3.5%. W TC » `. - 293,.28 =5.0% 1 09-18-08 ADDENDUM 3 o - 292.78 FS 294.98 FS S 90.90 I E 4 '_ _.. -� B • I 29 i;.15 BVII I 29 2:1E 8: ca 08-20-08 BID SET # 292.45 FS FF--Z9 Oa 2 91:81 LIP 293.6 FS �j ......................L......................................>(............. 13 � c�: .. :9 9 L 291.90 IE. - - ``�: 293.8 TC ❑ � ..��_ N CONSTRUCTION NOTES. - PER S=2.66% . 0$-015-08 Q 293.38 F 8 BID SETMSUBMITTAL s - 7 STORM DRAT 292.02 TC - 294.28 TC 3 293.98 BW INSTALL SDR-35 PVC STORM DRAIN PIPE SEE PLAN F II - - 90% CD SUBMITTAL FL 293.78 F 1 OR SIZE AND SLOPE. 1.......� 8 �.. 3180 >, 8» 288.27 IE' iN 293.85 TC - - 50% CD SUBMITTAL PLAN CHECK 294,33 2 1 ,. 294.52 TC o2 os o8 .. 288.17.; IE OUT 29 T » S=0.5% L................... ...................�................ C 293.18 FL 4 . .. .... ;; - _ i 12-21-07 ENTITLEMENT I' 29 FS ; :. FS 1 4 290.85 IE 2 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLANS F OR PUBIC EG 294 02 :`FS a - ...... ................... ................. ............................. ... .... S_ O _.... ..._......... WORKS CONSTRUCTIO STD DWG 300- WI , 4.0% % N 2 WIDTH W TO BE 3.5' ( ) 11-16-07 00% DESIGN DEVELOPMENT SUBMITTAL. 2�J3.: LIP 5 2.0% �- ........ ........... 14 29Z.00._IE............_ _.. . f 0.9% I T 1 293. FS 7 3 CONSTRUCT CURB OPENING CATCH BASIN AND STANDARD DRY WELL COMBINATION - - OLD ", » 10 26 07 50% DESIGN DEVELOPMEN I SL BM,ITAL R - ;: . :; ;` 294.27 ,BW I - 295.23 TC � : " : , ...,,. .: .. 294: F 29 TC 290.98 IE 6 73 S .............. ...L...................................... ............... 11A, AND JENSEN CONCRETE SEE 29.3 08-31-07 SCHEMATIC DESIGN SUBMITTAL IE _ cv.:.- 29 FS 290.82 8 PAGECP T (MODIFIED).D DESERT DETAIL D2W ON C 4.2. .38 FS 3 .88 TC . :�29 I 29 ( ) - 294.48 TC _ N 4 CONSTRUCT 36 x36 CATCH BASIN PER B DATE DESCRIPTION 8 ,. � PRODUCTS MODEL 3636C6 OR MARK 98 FS -0. % 1 ; ' PROD O I ' 293.98 FS, _._. APPROVED 294. �__ ,.. EQUAL WITH BOLTDOWN STEEL GRATE. NEW R t.: 294.80 FS » » PRODUCTS MOD 4 4 289.26...1E 8 SD „ 4" 0 5 CONSTRUCT 24 x24 CATCH BASIN PER BROOKS EL 2 2 CB OR PROJECT NUMBER 65939 1 288.84 IE 18 O 5' S=5.7% PROJECT MANAGER ROBERT WOLFE APPROVED EQUAL WITH BOLTDOWN STEEL GRATE �t 294.10 .UP 292.00 IE » .. _ 1 295 I $ n29 290.80 IE 4» 50 FS _ PROJECT ARCHITECT PART TIVAY ❑ SIN (IB). SEE DETAIL 7 ON SHEET C 4 2 FOR IB6 INSTALL 3 WIDE INFI289.51 TC i - » 292.00 IE _ 1.. _S-0.75% 294.1 IP IE 8 - 8 DESIGN ALONG EASTERY TPROPERTY LINE, SEE DETAIL 8 ON SHEET C 4.2 FOR IB2.93.43 TC6 TC 1 I DESIGN PAUL NAGASHIMA 7 I 290.64 294..1 _ PROPERTY _ l. 4.3% LINE, SEE DETAIL 8 ON SHEET C-4.2 FOR 2.0% >� ,292 -� CIVIL ROBERT POPPE.. .93:`FL 294.00..FS" :' 294 1 FS o BESDESIGN A ALONG NORTHERNY PROPERTY LINE. ._. S _. 288.50 IE 6 ' ... _ __ ___ __. _. 293.64 FL LANDSCAPE LISA ELL _... S 4 TC ............ II 289.00 IE 1$ 293.43 LTG 294.98 FS CONNECTION TO BUILDING DOWNSPOUTS, SEE PLUMBING PLANS FOR 1...... O 6 5 7 POINT OF 12 2 = 4 _.. 94.30 TC � 290 3 IE CONTINUATION STRUCTURAL MARK HARPER 293.80 FS " a\ » » S MECHANICAL I�.. _'.. L 4 x14 UNDER SIDEWALK DRAIN PER CITY OF PALM DESERT STANDARD EFREN VILLASENOR, ERC HARLEY 1 294.9 BW 1.. .10 8 INSTAL _ l _.. _. TC 94.82 TC 0.5% -� PLAN DWG. N0. 200. 3 cfl ❑ ELECTRICAL SOUREN TOROSSIAN 295�32 294.82 FS 94.32 FS.- 6 I FLOGARD PLUS FILTER INSERT, MODEL FGP 42C1 PER DETAIL INTERIORS KEITH CARROLL 5 - � - 9 INSTALL KRISTAR INC T, O _1.... 2 294.83 TC 1 ON SHEET C-4 2 I' _.._ 294.22 TC 294.33 FS L NOW . co Q..._ . ....... ._ _ 5 ' 2 DRAWN BY o 293.72 FL 1.2% N - I O CONSTRUCT STORM DRAIN BY-PASS EMITTER PER DETAIL 4 ON SHEET C-4.1 10 o o Ea ARCy O cn „ i 294.76 BW 11 INSTALL STORM DRAIN TERMINAL CLEANOUT WITH 6 RISER & TRAFFIC RATED COVER _... ,: 291.00 IE O o �19 .5JVEW EG 7 ❑ TO NEW FINISH SURFACE ELEVATIONS. COVER TO BE MARKED "C.O." :4) r^i'j 293.15 FS » » » az3,4a g 294.77 TC 295.01 TC 2g3,�T - 12 CONSTRUCT 12 x 12 CATCH BASIN PER BROOKS PRODUCTS MODEL 1212CB OR o u' 294.94 TC y 294.98 FS 291. S=3.5% 294.27 FL 296.54 TC O =10WR31.2007 3 L _ �2a4.18 TC 1 6 00 IE _ 294.51 FS APPROVED EQUAL WITH BOLTDOWN STEEL GRATE. a RENEWAL DATE 294 44 FL; 294.50 FS 294.98'"FS 7 9 84 F / 294.60 TC 293.68 FS S=10.8% - 293.15 TC 294.83 TC / 94.10 F » IE 7 _ 2 2 3 INSTALL ALHAMBRA FOUNDRY CO. RECTANGULAR PIPE, MODEL A-470. SEE PLAN q 8 / -291.00.. 1E g _. LSq 2 96.0 S O N 7 1 _ 95 57 FS FOR SIZE A 91.00 . 292.48 FL 294.33 FS 293.69 TC 1 S- R M 12% _ 6. 3% - _ R 1.0% --� 292.91 TC �. 1 294.98 FS S=g 294 98 FS ZE AND SLOPE 292.66; UP 2 �! - 294;$7 TC ;; 292.41 FL o 292.62 FL \`' 3 44 INSTALL 4 ACO KLASSfK DRAIN MODEL K100S WfTH CLASS E RATED SLOTTED 3.9 293.02 FL ❑ -- 294.37 FS 2:7% STEEL GRATE TYPE 435Q PART N0. 31550. USE PARTS K23 THROUGH �❑ ❑294.60 TC 2906 TC ❑ ❑ ❑ 1294.10 FL 294.26 FL FOR THE TRENCH DRAIN SYSTEM LAYOUT. "Zj� 00 03 4 16 1.8% - C, -�- 2.3% 296.55 TC 15 INSTALL PLASTIC PIPE CULVERT FLARED END SECTION PER DETAIL 11 ON NO'� 293.95 TC SD... Sp F 293.4;5 FL 4" I 0.5% 294.95'TC 294.59 TC 296.05 FS SHEET C-4.2. 010"ZOW 294.02'-LIP 289.27 :IE IN 8 60 4 1 294.62 TC 1 » �_ SD 0.7% 293.98 L '` 2.0 N 15 " �n �. ..,,_.. S=10.7 ° 293.9 6 FL 1�:-' r 15 294.45 FL 3 95.i 8 TC 3 296.21 TC 288.66 :I:E I 3 293.93 FL 1 1 294..:r FL 1 S 294.79 TC 290.18 IE E I 5.7 288.54 1E OUT 8 0 = . 5%; ° o W o ( 294.29 FL 0 295.28 FL 290 08 I E 294.7�TC -�'�' » 293 82 'TC c' PRECISE GRADING y •.: , 3 CF 293.00 �L2 �i' ::.; . ° 293.62 T.0 293.15 :FS 294.1 FL.. :: . ; 29 g \� 5 8 GF 292 95 2.33 „ 295.87 TC » 295.98 TC _. T., 297.05 TC FS 289.93 IE 8 CF.. 8 CF .� 295.7 i 8 cF DRAINAGE PLAN - _. . 1.0% !. ... ... .: 2.2% 2 FS - 295.48 FS.. 8 CF 296.38 FS :. 3.0% �- �- 0:5% 295.10 FS (WEST) 295.4 Uj 7 TC . 2 94 87 . .0 2936 TC .. T . . . 293.75 TC 8 CF. F 29 29 S 301:�3..TW ,„ 3 1, .294. F ,: _. _ : :. ,. ::v::�._... . ... r 8 : _ 9 os Fs _ �• Z t7 2. , i 304. TW . .. ... ,,..., ,�. _ .. . . . _. 298.5 FG 3(}Oa0 FG cr •.. _.. 00. GENERAL TE. &� 308.7 TW 301.2 FG. :: NO . v o� [�1n1. . M h f.. :;::. -„ o ALL CATCH .$ASINS SHALL .� .::.STE'NCILED TO_. E D .. .. ,: ._.�.. .T.. . � ,._.;,..,�.: .^.._.. -..-:: �.. •-:>� - 5.� , »_ , N P yr . 4: r. - - DUM IN "DRAINS::: ... :;G D N T _ :.. ,. Q 5. 0. OCEAN . AMC 64.70 . ::.�: ,:. . : _.. _ 4.:: ,.. _. _ 310.5 �W _ ..30 .8 rTW GRAPHIC SCALE ... ::.:...1 . ...... " 7. 0 _ 7 _ 303.7 :TW . __. .. m o - � OO 4 TF A AON. This civil drawn rs rowded rn __. . .. .... 302 ,FG N o e%ctronrc di a/ format os3010 0 9 P sR 9 N . .' _. cs _. . > .: 1 TC. , G a cour es only. The d .. _ ..�•�............ ;, .. . , ,. ...t delivery of the digital fiife does not c st►tuEe the Q . Y Y Y 9 3a7.8 3• - - 00 0 FG 296.79 +jr�. ;. ..... .. - .......- .1 delivery o our professional crwl design. ' Th ;y f p e Cit s o rowed and. ned 9 Y PP 9 Q 299.8 G. rar ermrt set of /ans constitutes our construction docu en ciw7 � .� ( ) P P m for sin - 9� : U n the event he digital rile _ .. . . ;,.: _., - > �o :< C 2A e is a/eyed r tern t set mesa r ed ,: . - ,..: : 3.15 FS 6.44 _. _ ;. IN:to for the orr rna/ and cO ,...correct curl deal n r _ nformobon. : , MOLLENHAUfR GROUP shall n ,: .. .... . :. .: HfGH CMU RETAINING WALL• , 011 of be responsible for an modifkabons mode _. .. .,. , ...: C_ Y " to the digital file o/ for an products derived from the d rt f fil . �1 a 9 X p a rg a. e L=70 _ FILENAME LA30053-C2 . 295.3 TW 299.8 TW . . 287.3 GND 291..8 GND 305.0 TW �, 86.3 TF 290.8 TF 297.0 GN 307.0 TW � 288.0 GND 291.7 FG 30 • 96.0 TF (297.8) GND 299.0 GND 297.8 FG 287.7 FG 294.8 GND 98.0 TF 288.2( �"_ 8 93.8 TF 293.7 FG 294.7 FG 289.2 FG 291.0 FG 0=;� _/ �.... 288.1 15 289 FG_"�_ \ 10 2 8,0 FG 8:: . / I--,. .:. .. .:: 291.9 FG \ _\ {„ __ - __ __\_____� I . . � �O ;5� - - - 25% ► - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. ------------------;==: ---:z 288.00 .FG 15" - _-* - . __ .. =�: - - -- ° -_ __ _ I 307.0 TW :T A I } x 299.0 'GND --=lr �; I ° 98.0 TF 15 287.9 FG 6 S=1.p% 1 2.25% Ki �� N 290.30 IE 15 - 15 292.80' IE rn 295 .86 TC �- o 0,76% 290.2 FG 2 09° fG fN 6.9% I 1 295.36 L 4 1 1.15% 293.45 TC -~ 2 fEt 5 f'- 11-I ,4 292:73 TC - 292.g5''FL ... . : % 2.0% g" ;'. 292.23 FL 4 a 292.39 TC 292.89 FL 1 2.0% 297.33 FL / / . , I ° ;' ° - - - cv 291.7 3.:. .... ......./� .... . » S-1.52% . �` 2 F` . .. �, i o 8 a� 299.0 GN HDR Architecture, Inc. 4 296.83 FL N can ,- 15" c0 r`if N 1 S=2.6% 296.46 TC D 2894G 1E IN 2 297.55 TC .11 288.90 IE OUT 295.96 FS -293.27'TC tr S=O:75% 11. 293.90 TC � 5 .. - 296.13 TC 293.38 IE 8" ° 294.22 TC - 295.01 TC 297 05 FL 1 292:77 FS 5: 293.36 LIP 10' 293.40 FS FS 9 FS 5.63 F _. _ 295.52 TC -294.21 TC / 293.72._ 294 51 FS 5 2 5 02 ` 29 S 296.64 TC o ' 13 293.21 TC 298.06 TC 1.15�:' HP 1.8% -�._ 293.71 FS 293. t FS 3 �_ 1.8% 292.71.. F S 2•5% 96 14 FS 2 I.. / 297.56 FS 292.98 FS: 293.25 TC 1 'YP 1 97.65 TC T 3 (D O7 72% 297.15 FS 1?�% " Jr 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91101-3020 1626.584.1700 290.21 ;IE 293.98 FS O 1. 2 2.75 S 5 1 �_ _ F 2..93.78 FS }.0� y 2.6% 1:75 @15)-,4,,95 "295.56 . 57 % 2294.46 TC .49 TC 96.57 TC I1 .0% 307.4 TW CONSTRUCTI • 6" 1 0% .99 FL' I 2994 GND ON NOTES. 293.96 FS 1 294.29 FS 9 296.63 TC S=.4:1% ° �294.55 TC 2 21 I . 295 299.0 FG •4 TF 1 LANDSCAPING PER LANDSCAPE Q? 293 93.63 IEL IN 6 » O ARCHITECTURAL DRAWINGS. O ' 98' N 1 9 .293.53 IE OUT 8 1 59 TG 291 55 fE 1 293 09 FS 6". ( `� 1 L.; 2O CONSTRUCTCONCRETE PAVING WITH SOLAR REFLECTANCE INDEX OF FF=294.75 - I s • BASE 3 ,..� - 35 SEE SOILS REPORT GUIDELINES FOR PAVING SECTION AND B ............ . I �, THICKNESS, REINFORCE WITH #4 REBAR ® 16" O.C. EACH WAY. LANDSCAPE I ' I `` .... ". /... 7 294.73 FS Io SWALE I ; O CONSTRUCT 3 WIDE CONCRETE DRAINAGE SWALE PER DETAIL 1 ON 44 cr�. I V I ;.' 1.1N in I SHEET C-4.1 h \ 291.50 LE 7 294..70 FS �-,r I . _.. �__� r� �- 12 293.25 TG::.. ..... fE CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 2 ON SHEET C-41 © 294 47 25 CIVIL ENGINEERING 29 . 294:98 FS . 294:70 FS 1 URVEYI FS I _ 5 CONSTRUCT CONCRETE CURB ONLY PER DETAIL 294.80 FS S NG+MAPPING O 3 ON SHEET C-4.1. CURB TO BE 294.72 b� LAND DEVELOPMENT .. ........ 6 FS " N UNLESS .{ LESS OTHERWISE NOTED ON PLAN 294.58 TC I CONSTRUCT " 2.O ..o%... 10%. .....10.4% 2%0%0 294.08 F °'• °'• �i:� �,;:> 301.4 'FG ... .. : ._: ". _ � 6 4 CONCRETE SIDEWALK OVER COMPACTED BASE MATE 294.98 FS 292.50 IE77 4.72 --,<,>4 S � � 1. % MATERIAL. 213 6?4 ?863 FAX FS S 1.0% 7 CONSTRUCT 8" THICK CONCRETE MASONRY UNIT (CMU) BLOCK WALL PER 707 WILSHIRE BOULEVARD 40th FLOOR ARCHITECTURAL DRAWINGS. Los ANGELES CALIF l SD SD 290.28 IE 6" I ORNIA 90017 FFT295.00: F - 0} 291.1 IE 4" 289.9�6" 0 IE 15 . F-Z95.00 I O8 CONSTRUCT CONCRETE MASONRY UNIT (CMU) RETAINING WALL PER ARCHITECTURAL ,- I 291.01 IE 6 » I OFESSI294`.9$ FS R R \ 1 6 �o Q� oNq� SEE,;PEA . 1.2% I 9 CONSTRUCT 24 x24N FOR �� �PMEs F� 294.4 G HP 294.89 TC TCH BASIN PE BR OKTION q TOP OF WALL S 1. EVIDENCE" WAREHQUSE s" _ CA R S PRODUCTS MODEL 2424C6 co C SEE UTILITY PLAN, C-3 FOR SPECIAL SEWER CONNECTION). �; w ( ?- Of 0- LL,I S=6.5% o� N 6 294.39 FS 1 ( ) " R 290.54 IE 6 2' WI 1 S 1.35% ;:' I 10 DE BIO-SWALE WITH RIP-RAP PER LANDSCAPE DRAWINGS. N0. 39687 L Ex 12-31-09 294.72 'PS 9 14 TG 295.77 FS I P 2.9% [ �' . 1 11 CONSTRUCT CURB TRANSITION FROM 6 CURB TO 8 CURB FACE. SEE DETAIL 9 ON 9 58 IE �- 6 11 FS 296.�0 FC 297.67 TC 297.71 TC TC 299.60 TC 2.0�9°' 4.1 �- 1 _� 1 15" L 297.17 FS 297.21 FS 298 F SHEET C-4.2. sT 01 V I �P 29 C 296 0 298.77.-TC S-0.75% 298:27 FS 299.14 FS qTF .2.s 8.0% 2.0% F I L LV '' ... - I 12 CONSTRUCT CURB TRANSITION FROM o CALIF 294.72 295.19 TC 0 CURB TO 6 CURB FACE. SEE DETAIL 10 ON 303.8 FG SHEET C-4.2. LL,I 294.98 FS 1 S 1. 29.4.69 FS FS 35 295:56 TC 2~ 2 2 13 CONSTRUCT CONCRETE CURB RAMP PER STANDARD PLANS FOR PUBLIC WORKS . CO _NST RU CTIO N PAU o : • I SPPW _ L JAM ES 1 ( C) STD. DWG. 111 3 (MODIFIED), CASE A, TYPE I, X-6 . ES LACIURA R.C.E. 39687 DATE 06 5 ....FS 292.50 IE 2 14 CONSTRUCT CONCRETE CURB RAMP PER STANDARD PLANS FOR PUBLIC WORKS . CONSTRUC TION SP - PW 7 s C STD. DWG . O 111 - 3�. 1 s 3 .... , . ..- �' I I ( ) (MODIFIED), CASE B, TYPE I, X-6 AND 294.:98 TC - LANDING WIDTH SHOWN ON PLAN. 5 I LANDI PALM DESERT 15 CONSTRUCT CURB OPENING WITH CONCRETE 294.48 FS 294.98 S I O CURB & GUTTER SEE DETAIL X ON . , 294.4 FS C.O. 11 1 �� 17 SHEET C-4.X. RIFF STATION Fs FF=295.00 10" } 294 72 I 296.69 TC 5 5 I 16 CONSTRUCT DRIVEWAY PER STREER IMPROVEMENT PLANS. s=o58% I - - 7 FS 296.19 FS ° ° 7 . � 7 292.50 IE �, �, N 17 CONSTRUCT CURP RAMP PER STREET IMPROVEMENT .1 � 4P 29 .75 FS ° F. r �. 295.62 TC rn rn rn rn ,0 rn O EMENT PLANS. ,�. �� ao .. . s ��� �, 304.3 FG _ `Q ....._. 1. 294.98 FS 295.12 FS ° 295.90 FL � 1.0% 290.87 IE 10 3.0% ` oo`, 1 .11 295.16 TC .._.....SD 294.66 FL _ ... ..... 290.66 IE 15 I :. f 2.5% 5 296.50 TC 297.92 TC 4 1 4 .; \�;. . � j/ S=.,.5% 296:00....FS 297,42 FS ::' 41. I ._�..---4,j 1 . " _ SD 290.94 IE 10" 312.2 TW GENERAL NOTE S: 8 291.57 IE 6 -"- S=0.66% 1 291.49 IE 8 _ _ _ _ 290.77 IE 15 291.41 IE 10"' 296.75 TC 1 (304.2) GND ❑ ❑ 1. ALL GRADE SLOP 292.13 IE 6 296.25 FS CALL ALL OUTS ARE FOR SURFACE FLOWS. 294.48 N 292.05 IE 8" 295.50 TC 294.90 TG 9 -1.0% I 2. ALL STORM DRAIN PIP FS ;:::.;� 295.00 FS 293.40 IE 5 0 1 10 ES FLOW AT A MINIMUM OF 0.5%. 12 294.40 TG 297 05 TC , S-1.66% 292.90 IE - - .. 5 -1:85%. ....... 298.84 TC BUILDING ENTRANCES EXITS, SLOPE SHALL NOT I _. 296.55 FS 297.48 TC 298.78 TC 2.99.81 TC 299.86 TC 300.83 TC., . 300.88 TC 301.62 TC 3 WITHIN 5 FEET EXCEED 2% � ..1� L7_j " 298 4 303.5 FG I OF DOORWAY/ 1. 4 296.98._FS 298.28 FS' 3 FL 299.31 FS 299.36 FL 300..33 �FS 300.38 FL 301.12 FS S=2.4% 1 4 ❑ ❑ ❑ R f- R R R- R R 1 TY 1.5% - 1,.5 o_....295.95 TC .' R. R R �- R R i 295.45 FS 296.12 FS 1.85% �7 _ I ....................._ ....... _ .....................I. ... ......_. ..... ,... .0% 294.85 TC 295.00 TC 2��96.97 FL 0 297.62 FS 5 298.60 TC I I �..... • 294.33 FL 292.20 IE 4' N 291.40 IE 10 ,. 5 300.45 T.C' I 5 300 58 TC ..:.:: ..................�...... ...... 294.35 FL �°lb 296.17 TG GB 292.50 I E IN 4" ° 298,10..FS.. �. » 292.12 IE 6 a� 299..a5 FS 300.08 FS I I ... 5 292.40 IE OUT 6 0 » o LO ADDENDUM 294.85..TG. .......... - - 293.17 lE 291.95 fE.. .10. .. Nj 2 0 1 L.. 0 294.35 FL " . . . ......_ 297.95 TC '298.87 TC `V I o 08-20-08 BID SET #3 18 os 4 296:27::TC 4 3- .. 4 297.4 2.5% 1 4 5 FL :: 299.80 TC v7 300.14 TC I ..................... ................................ ....I............................. . 295.77 FL 5.=..1..2%.. .. ._.. 1.0% 1.0% . 298.37 FL 2 I 4 1 RAIN I.. 08-06-08 PERMIT..S�.............._ .......... - . .. �_ X/ ~- 1.5% . :�s 299.64 FS 300.88 TC I STORM D CONSTRUCTION NOTES. 99 30 FL 3:00.38 FL - - 1. TYP ' ., . . ` D . . - 1.44% 8.2% 3035 _... ........... .................................................._........................... I l 07 15 08 I BID SET SUBMITTAL I 1a--- " .. - - f- I ( ) GND 1 INSTALL SDR-35 PVC STORM DRAIN PIPE. SEE PLAN FOR SIZE AND SLOPE. 03- -08 90� CD SUBMITTAL ' 4' 3 298. 7 TC � 297.66 TC 1 TYP ❑ 303.5 FG �.8.. ........ .................. .... .. ....... s. 298.17 FS 297.16 FS 3 �' 02-0 - 3 ........... 8 os 50% CD 295.30 TC 1.0% 29�:22 TC 296.67 TC f-- - �_- 1 9� `, .......................................... 294.80.::FS 4. 296.17 FS 1.0% I 5 1.0% 1 0% 1 298.42 TC 1.5% 1•0% I 299.37 TC 300.52 TC �- O CO B OPENING CATCH BASIN PER STANDARD PLANS FOR PUBLIC 1 12-21-07 ENTITLEMENT CH ECK Z . .. ..., . -� -.- 298.18 TC TC 1 297.92 FS . '1.5% 303.5 FG WORKS CONSTRUCTION, STD DWG. 300-2 WIDTH W TO BE 3.5 .................... NSTRUC '� .. r 295.,,0 TC 1 298.87 FS. 300.02 FS 301.75 TC ( ) II 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL .I 298.17 FS 297. 8 FS 298.14 T 301.25 FS I 3 CONS L. ............................................................................................................... .... .... TRUCT CURB OPENING CATCH BASIN AND STANDARD DRY WELL COMBINATION 295.00 I FS C 298.69 TC 299.15 TC 299.64 TC 299.99 TC O 01.28 TC O 10- - 50% DESIGN DEVELOPMENT SUBMITTAL -s 1 297.64 FS 29§19- FS 298.65 FS ° DWG. NO 111A, AND JENSEN CONCRETE . " 1 '` ER CITY OF PALM DESERT STD D SEE 297.93 TC 297.18 TC - - PAGE PIT (MODIFIED). SEE DETAIL 2 ON SHEET C-4.2. 08-31-07........ SCHEMATIC DESIGN..................... UBMITTAL 299 14 FS 299.49 FS 300 78 FS - V 296.68 FS 4.8 ° N 5 297.43 FS _. ... ... ..... . . - 5 I I 300.31 T I » » --- 5 C SD 4 CONSTRUCT 36 x36 CATCH BASIN PER BROOKS PRODUCTS MODEL 3636CB OR MARK DATE DESCRIPTION I-- . ` 98.94 FS - - 2 299.64 FL » I 1 302.10 TC APPROVED EQUAL WITH BOLTDOWN STEEL GRATE. . 6 ..: '296.Vl IL-1N- 1 6 " 2 Oy T 24"x24" CATCH BASIN PER BROOKS PRODUCTS MODEL 2424C6 OR PROJECT NUMBER 65939 Q I 298.58 FS I ° 1 S=3.0% I 296.81 IE OUT S=1.5% 301.E S O5 CONSTRUCT 0 F 1z 1 298.0 FG 1 b? --'- ` APPROVED EQUAL WITH BOLTDOWN STEEL GRATE. 5 I 1 S=7.5% NFLOWLINE r- - - - % 302.8 FG 3, WIDE FLOWLINE 1 `: 3.7% O INPROJECT MANAGER ROB RT W E OLFE 1 DESIGN ALONG EASTERLY PROPERTY (IB 1 )• IL 7 ON SHEET C-4.2 FOR IB PROJECT ARCHITECT PART TIVAY n . : 1. F_ - � LINE, SEE DETAIL 8 ON SHEET C-4.2 FOR IB M �' 2 N I FF=Z98.6O 1 `�' » I a �° DESIGN ALONG NORTHERLY PROPERTY LINE, SEE DETAIL 8 ON SHEET - DESIGN PAUL NAGASHIMA 294.36 IE 4" " 00 t 1 00 00 I I a I h 1 IB DESIGN ALONG NORTHERNY PROPERTY C 4.2 FOR CIVIL N _. 64 298.58 FS I 294.28 IE 6 --I L I ROBERT POPPE 2 I `� 297.82 I G LP L.: . `° c�i ci ci - Y I TAIKR OCATION 7 POINT OF CONNECTI LINE 1 ... . 1 �' 2 `V I 2 ' 1 2 :' I CONTINUATION. ON TO BUILDING DOWNSPOUTS, SEE PLUMBING PLANS FOR CAPE usA POWELL h300.20URA ARK HARPER- 2 I o: » » 1 : I8 INSTALL 4 x14 UNDER SIDEWALK DRAIN PER CITY F TG STRUCT L M FLOWLINE I. 1.0% - 0 PALM DESER 299.51 TC 12 -y 298.70 IE T STANDARD MECHANICAL(EFREN VILLASENOR ERIC RAREFY 1. 299.01.` FS PLAN DWG. NO. 200. - - - 298.31 TC 3 p% 21 15� ELECTRICAL SOUREN TOROSSIAN F, 297.81 FS I 299,51 TC 1 I L. 302.1 FG 9 INSTALL KRISTAR INC FLOGARD PLUS FILTER INSERT, MODEL FGP-42CI PER DETAIL INTERIORS KEITH cARROLL O _ . � : : 1 ON SHEET C-4 2 5 14 298.48 TG 5 L N W 299.01 FS 3006 �FG DRAWN BY 296.54 IE ° 1 I L ': 30' .50 TC O CONSTRUCT STORM DRAIN BY-PASS EMITTER PER DETAIL 4 ON SHEET C-4.1 10 ,�, 297 90 TC 297.86 TC �? 0 300.60 TC - o AR 300.10 FS 301 .40 TC 301.64 TC' 302.36 TC Y o ;5G2..00 FS I30.2:06 TC 302.47 TC N I sE c o CV 297.40 {FS 297.36 FS 300.90 FS 301.14 FS _: 301.86 FS 11 INSTALL STORM DRAIN TERMINAL CLEANOUT WITH 6" RISER & TRAFFIC RATED COV `�� o ti,1-11 O ER o� 297.52 TC 298.82 TC 298:84 TC 300.40 TC 301:D0 01.56 FS 97 FL LANDSCPAE H SURFACE ELEVATIONS COVER TO BE MARKED C 0 �� ,N�s -,1� � >, 3 d „ » 297.02 FS 1. 0%a I 300.50 FS 300.86 FS E $WALE TO NEW FINIS 298.32 FS 298. 4..FS 299.90 FS 1.0% I 1.0% I 1.0% 1 0% 1 p% 302.71 TC " » G .. -� 1.0%- -� __ I �_ I 303 ?4 TC 12 CONSTRUCT 12 x12 CATCH BASIN PER BROOKS PRODUCTS MODEL 1212CB OR IN I3 TYP 3 3 302.21 FS APPROVED EQUAL WITH BOLTDOWN STEEL GRATE. OCTOBERM,M07 �- 301.47 FS 302.64 FL N ( . 300.17` :FS NP I RENEWAL DATE .�.. ( I ... , : �I.., .. 302.4 FG 13 FOR SIZE AND S OPE FOUNDRY CO. RECTANGULAR PIPE, MODEL A-470. SEE PLAN `�q� '�� 11 �-- 97.18 TC 2.3% _ 298.98 TL; 2 3% 300.36 T ` 1.2% �' 3. 296.68 FL 4 ,, -`' 2 �. 4 3 3 TC .. 301.74 TC 1.0% 302.36 TC .0% " 301.1 298.48 FL 299 69 FL 4 4 �3T a� 14 INSTALL 4 ACO KLASSIK DRAIN MODEL K100S WITH CLASS E RATED SLOTTED - ° 300.63 FL 301.24 FL FL EE 0 0 296.00 IE 0 301.86 1 7 ST L GRATE TYPE 435Q, � o �i1 0 0 PART N0. 31550. USE PARTS K23 THROUGH K30 1.l r-i1 1. .r I �1 FOR THE TRENCH DRAIN SYSTEM LAYOUT. - - o b I : 1 I 15 INSTALL PLASTIC PIPE CULVERT LARED END SECTION PER DETAIL 11 0 AiMft C �� o �f I, . .......... b 298.4 TC _ . 5..... . ...:_ . . . .- 300.27 TC 2 M �; 3a SHE C-4.2. N 1 3.50 TC 302 2 :FG 8 CF -. �, ET 2 301.35 TC8»CFI.» w 11 "' ' I 310.4 TW 297. FS 299.60 FS 303.74'TC 303:3Z TC 8 CF L7 11 303 00. FS '� , - - - - - - - - - - 59 ..300.68 FS 303.07 FS 302.70 FL » ,..I:` I I (302.37 _GND .. o b�° - - - - - . ._vj- __ 301.90 T 5 :� .. I 8"CF 6 CF ll..'15% 1% ) u?. <:: 1:, u7 C 302.68 TC 303.35 TC �`` ... - P ... . _ ... 8 cF I _ - - - I ; PRECISE GRADING & " \ 301.23 FS :.,_.. 8 CF 301.0 .F...G 302.01...,.FS 304.3 F 302.68 FS G - 303.3 FG - 7. - 302.3 FG _ T � ::: - - - --- - - - - - - - - - - AN N - - - - - - - - - - : - - � _ - - - 1. .-.;: - 5% ..... „ - - - - - - - - - - _.. - : % 04 5 TF0 1 - - - - -- 1 I rsourH� 304.1: TW ..:.. .::..:. - --� - - - - : . . . .... ..3Q4.0 F . 305.E TW _. :..... ::..G .. ,: _.31,,.7:..TW.... . ... 305.27 TW 3r133 TW I. .. N303.1 FG 3 ...._.... ...: 03.8 F :.305..8_.TW t 2 ;. : 313.3 TW G 312.2 305.5 FG 30 �Q. 9%) _ . ....... 5.7 GND 305.1 FG .3 GND .� - - 3 305,.7... FCC 7.. . a1.3a4.2. RtD 304.7 TF 3 TF... .........:... 05.3 GND ...._ 305. 304.3 313.9 a 303.2 TF' :11% I 2 TW TF ,� 306.4 TW __ . , ., 1»_ , o _.. ' 305.1 FG 305.9 FG _ SCALE 20 o . 306 3 FG ( ) ATTENTION: This civil drawing is provided in a electronic di its/ formgt os . _ _. i 9 F HIC 304�9 T o courtesy only. The delivery of the digits/ file does not constitut, the 314,rjQ TW GRAD delivery of our professions/ civil design;', (The City's approved and signed _ _.... 30 • N GENERA L L SCAB NOT _ :_ . E _ . _ . permit set of plans constitutes our construction document for:eiH7 design). 40 '• ' ....... ',. _ _ _. _ 05.5. TF: !n the event the digits/ file is altered,,Vivid permit set must be rafe�red - a ,o w to, for the original and correct civil _.__.._ - _ __ _ _ dasigr}.information. '- ...: ', .. ALL CAT _...._ _ CH BASINS SHALL BE STENCILED TO READ -' MOLLENHAUER GROUP shall not be respons�k'for any modifications mode » i met ao zt C - 2B 1 . NO DUMPING", "DRAINS TO OCEAN", "LAMC 64.70". .......... 0 o e digital file, or for an _1. , 9 any products derived from the digits/ file. _ . - G FILENAME LA30053-C2 4891 _ ___ ___ ______ -- -­­ ----- __ - -----._ . . ---- X" DIA. CONCRETE SEEPAGE floGardQD+Plus _ _ -I 1111111111111111 - MOUNTINC 0 PIT LINER WITH VALVES SPECIFIER CHART FILTER FRAME )� ` ems.. cl<er Curb o,,•rlrtp Slnr•pa <:bnn � SEE RCFC do WCD STD, DWG. N0. C.B. 100 CLARIFIERS '''' �' 1477 TRENCH WIDTHMODEL NU. Wbm C•psdry Fbw Hale / " N (CB NO. 1) FOR CATCH BASIN CONST, 58" DIA. COVER (#CPLN5) 24" CAST IRON FRAME faP-21CI ?a (7a') .Y5 33BI.75 -7 C.b Op & COVfR WITH GASKLI .G� �(,L�,? rrR (AI £X7 COST) (GAS1tGHT), 3 STANDARD - - •t pnm- - FGP•30CI 25'(30") 1.70 450/1.00 ` A ' Oa FGPaeCI 3.a (3B-) 1.50 563/1.25 -Jf.____��.�C-� , 72 DIA. COVER (#CPLN6) -, ._ 0-. - POPJ2CI 3.r> 147") 1.80 075/1.50 ( 1 Itr 2432-03 RISER 3" STREET OR GROUND / - `' FGP42CI 4D• lee") 2.1c 7ee11.7e � / _ - -_- 5" PLUG 2432--OG RISER-6" VARIABLE PLAN A - --- U SURFACE 8CI FcP .lxxa 5.0 (eo") z.ao eoolz.oc EXPANSION ��� FACE r -_--'- 2 32 11 RISEK-I 5 M.1M BEND FILTER LINER d(- - BOLT I 9" PLUG 4 2" - - MINI FGP4.00I 6.0' (72") 3.05 1.128/2.51 SUPPORT BASKET. I - - HDR Architecture, Inc. FGP.7.00I 7.0- (e4") 3.65 1,350/3.01 .,. COVER NOT TO _ DETAIL I 24" FGP-e.00I e.0' (96") 435 1,516/3.51 MOVN'ING BRACKET h EXPANSION BOLTS 4- I //�-�� BE INCLUDED LSIUDE ^ - -^ ^ ^-^- -^ 9 FGP•tO.00I t0.a (120") 4.95 1,600l4.01 SEE NOTE 2 �.• I //! \` TOP SLAB TAPER 1" INVERT - - -. - - SCALE 6/1 I li 1NVtRi-1 FGP-12.0C1 12.0' (144") 6.10 2.25215.02 I 11 INlfl OU1lF� , FGP-14.00I 14.0' (16t1•) 7.3D 2,7�Y6A2 - t1 -- I I\ 11 1 ll 4 •a' f f 1 I "A" I I FGP•16.001 16.0' (192") 8.55 3.15217.02 RU6BER GASKETS-- -CURB N = T-- > ""-���� + I FGP-19.CC1 19,0' (216') 9.45 3,490/7.78 J"f', A OPENING + '" I I 1 I ' ' + . 1CiFGP-21ACI 21.0' (336") 19.95 a,050l9.02 FloGard®+Plus CURB-- - • n $" GU TLET PIPE `� I VIEWFGP-28AC! 28.0 (33fi') 14.60 5,400I 12X3 INLET FILTER D ',•/ASSEMBLY. - I ----- WAY AND FITTINGS, II I_ L--- 2'-8" STANDARD `I "B"t` ) -- • ELEVATION w 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91101 3020 1 626.584.1700 A `-� - - . . .• , . CROSS SECTION: FOR 6"-8' PIPE NOTES: ttit A__ ' .° - 1. FloGard`N+PLUS titer inserts shall be installed across the entire CA 1 B FOR 18 PIPE ( ) N 11 I P OR PLU HOLD BACK CONC. width of curb opening.Storage capacity and clean flow rates are basedl 6'r TO CLEARBELLSBELL. ) NO. 5 BAR 12" FOR 12� PIPE anfu0wcdthlnstallallon. I- If -_ ---_l. m _.__.__ __. _ - -__-_ ._ ...-.-�_ _1 1 �!� SCHEMATIC 4 " B USE SHORT ROM �TMDPSOF8 �_� PCATCH - . ,' a ' � LEB- OR FLANGES PIPE2. Flter Inset shall be attached`.o the catch hash with stainless steel BASIN. �`_ in __ _ _ __. -- _ _ 1 F-- _ _ ... -_ _- -- _ - - - expansicn anchor belts&washers(318"x 2-1/2"minirnum length.) \_-FOSSIL ROCK'" -_�,( - � � .•.o< PLAN VIEW / See Detail A- SECTION B-B ABSORBENT POUCH. ' 090, - Ij w° o� I r -I ---- TOP vEw •off •oO 4"O THIN I I I I I , 3. FIoGaMa+PLUS filter inserts are designed with a debris imp/energy SCALE 1/1 °°o WALL KNOCKOUT dissipater for the retention of are desigables and collected ris sediments. .o 0 .�,• �" P.V.C, OR A.B.S. WEEP HOLE, TYP. I I I 1 °oo °o FOR INLET PIPE VVYE _4t _ o -- N0. 5 BAR A7 z DOWN DRAIN. OPTIONAL WITHOUT I-J ___ 4. Filter support frarne shall be constructed from stainless steel Type 304. - SEE DETAILA z °o o •oP C A (SHOWN WITH BRANCH CLOSED) -- FLO-GARDO CURB INLET - o WEEP HOLES. � � CONCRETE "O - 8" O.C. l °,.c " FILTER ASSEMBLY. o * 12" MIN. C.B. FLOOR MIN. 0 h 5. Filter liner shall be constructed from durable polypropylene,woven, I T = s W/#4 ® 6" EW .- I I I ,.J monofilament,geolextile-.Filter liner shall not allow the retention of water I °°o °e TOP VIEW -- B 4" CLR, 3" CLR. between storm events. CURB p o, 'a° 1 (CQVERS AND ! 1 - -- -- I 1 - - - - I , iA a a" L- __ - -- - - J L - I �- - � SECTIONAL ELEVATION ��OPENING ago °e RISERS REMOVED) n 1 4 - 6. Filler Inserts are supplied with"clip In"filter pouches utiliz ng FOSSIL a a 48"� MIN. PRE-CAST PERFORATED__ o0 ° °•- CONCRETE RING. ROCK filter medium for the C0110CU0n and retention of petroleum o a •o o - hydrocarbors lolls&greases). j O o z o° AVAILABLE IN o a - .0 o LIQUID MINIMUM MINYdI1M 7, FbGard®+PLUS filter inserts and FOSSIL ROCK filte medium B 12.00 1.,:� " a° 24" AND 36" s MODEL CAPACITY DIMENSION DIMENSION DIMENSION DIMENSION DIMENSION EXCAVATION EXCAVATION pouches must be maintained it accordance with manufacturer °o a °r 3/8" TO 3/4" WASHED ROCK. SECTIONS NUMBER GALLONS A B C D E WIDTH LENGTHCIVIL ENGINEERING .o I FF BEND7 W- F, 7 SURVEYING+MAPPING recommendations. Bg°8 Gd9 CL-750 750 4'-0" 8'-1" 6'-3" 5'-0" 4' 9" S' 0" 9'-1" 0•000 000°00o OOo 00c� 3/3" TO 3/4" WASHED CL-1000 1400 5'-1" 8'-2" 6'-3" 5'-C" 4'-9" 6'-1" 9'-2" TEE 8. FlaGard+PLUS filter inserts are available in standard lengths of 24", B LAND DEVELOPMENT 3loGar,42"&S filter and may a Installed le various length combinations °.o, °°o o•d °•o °• °eo CL-1200 1 1200 5'-9° 8'-6" 6'-3" 5'-D" 4'-9" 6'-9= 9'-6"(end to end)to frt length of noted catch basin. FILTER LINER & o0 0° yW2;6 .o kJ o o ROCK ON UNDISTURBED SOIL. L NOTES: SUPPORT BASKET. ° C o0 0 Qo O Qa OO oa 0 1500 5'-7" 10'-8" 6'-3" 5'-0" 4'-9" fi-7 11'-B" ° N0. 5 BAR o$ "off •�$ "QS o,• ..e BEARING AREA FOR THRUST BLOCKS SHALL - ,c16 '{ ,; 9. Clean flaw rates are"calculated'based on liner Dow race of 140 gallons 00 0 0 0 0 00 a O O o 00 o O CL-2 000 2500 5-9" 16'-11" C-0" 5'-0" 4'-9' 5'-9" 16'-11" per minute per square toot of material,a factor fl.50 has been applied to NON-WOVEN FILTER FABRIC PER v DEPEND RI PRESSURE AND PIPE SIZE. � _4' CONCRETE 2 1 3 6 2 4 2 6 6 1 TE L cl-z5oo z5oo s'-9° 1s'-1o" s'-o'• 5'-0" 4'-9" s'--9'• n'-1o" ��-•��'° 213 614 1863 FAX allow for anticipated sediment&debris loading.f. additional safety CATCH- OUTLET CALTRANS STD. SPEC. $$-1.03 FOR BEARING AREAS SEE DETAIL DRAWING W-20/5-20. , ,. . :- N0. 5 BAR AT ." CL-30D0 3C00 5'-9" 16'-10" 6'-9" 5'- 5'-5'-6" 6'-9" 1T-10" ' 8" O.C. factor of hetween.25&.50 may be applied to allow for site specific BASIN. BETWEEN THE WASHED ROCK CL-400D 4000 7'-8 16'-7" 6'-9" 5'-6" 5'-3" 8'-8" 17'-7" CONCRETE THRUST BLOCKS SHALL BE SECTION B-B sedimentloading. ¢B"� CL-5000 5000 7'-8" 16'-7" 7'-11" 6'-9" 6'-6" 8'-8" 17'-7" CONSTRUCTED OF 420 8-2000 CONCRETE. VERTICAL ANCHOR BLOCK 707 WILSHIRE BOULEVARD 40th FLOOR AND UNDISTURBED SOIL 10. Storage rapacity reflects maximum solids collection prior to impending - - _ Box DEscN LOAD: H-20 TRAFFIC COACHELLA VALLEY WATER DISTRICT LOS ANGELES CALIFORNIA 9001 "initial"filtering bypass.The"uitimate'hlgh-flow bypass will not become SECTION A-A ' 11 impeded due to maximum solids loading. SIDE wEw DESIGNED FOR TRAFFIC LOADING. FOR COMPLETE DESIGN scA� 1/1 COMBINATION CATCH BASIN/ NONE WITH 3' TO 10' OF EARTH COVER. AND PRODUCT tNFORMAT10N DETAIL OF QEtO ON DATE: SEPT. 2001 SCALE: CONTAC- �ENSEN PRECAST. CONCRETE THRUST BLOCKS ��`4 N`ESS< 4� TITLE ® KriStar Enterprises, Inc. _ STANDARD DRY WELL Gs +PLUS KRDSTAR p Signature on File STD DRAWING N0. 1003Jen ST �� ,P �C� �Z 11 1 A PIT UNER_W ������ 6/25/c2 jEqqjEll P.O.Box 6419,Santa Rosa,CA 95406 CITY ENGINEER DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT o2oD3 Jensen Precast mwfo 2002 ens.aw9 CATCH BASIN FILTER INSERT Ph:800.579.8819, Fax:707.524.8186,www.kristar.cotn 02002 Jensen Preccsl APPROVAL DATE: OCT 2005 Vy-1 9/S-1 9 J G (Curb Inlet Style) DRAWING NO. etv r­ °^r W m FGP-0002 B OD25 3/2D/07 JPR 11/3/06 SHEET 1 OF 1 r - - - of a- NO. 39687 * Exp. 12-31-09 s� CIVIC- ,P SEN S.S. CLARIFIER CL-750 4 CONCRETE THRUST BLOCKKRISTAR FLOGARD PLUS FGP-42C1 ���������������� 4)-M \ NOT TO SCALE NOT TO SCALE NOT TO SCALE PAUL JAMES LACIURA R.C.E. 39687 DATE PALM DESERT SHERIFF STATION ES-F-825Y E S-F-880V Ca ad Temperature-Pressure Standard V Model l Orientation FEBCD FEBCD Standard Orientation Vertical Or entation .-- P ty - SPECIFICATION SHEET- Maximum work:,,g pressure: 175ps1(12.1'earl ,�I T* ���` SPECIFICATION �j kPa psi "/,"{20mmI A, "' 1. 1'a!+ \ \�,', r:t*�C 6 20 Hydrostatic testSressure 350ps1 I bar S ® I v 3 `, )m 01 a Temperatu e range 32"f'c 1aGF C°C io 60°CI • R Series 825Y tilJ MasterSer�es 880V a K 5= m _1 - - Materials .: >, ---- ---- - ----- - Reduced Pressure Zone Assemblies Pressure Zone Assemblies M 5 Main valve Cody. Sr°r7e -- / r Reduced Press -� a 9 11 `5 4 26 11 9pm t r F \` *+ 4 76 14 " Re1e1 valve hod Bronze 1/rr r r - , /' /II n r 55 1. z3 3� as f Y Size:2;2 - 10 (6.)mm -2a0min) 4. F F�BCO I FEBCD ! Size. ,a -2 (20mm 5Omm) c Elastomers: Nrme Seat"',isos' The FFBCC Se'ies 825Y Reauccd Pressure Zone Asscmbl es are used C C I M 1 25mm Diaphragms: N11ile testicle relnfo7ced `�ePC' la:��( n ;8� r ll-c I � 1 n r f I r �.�Y 1�y w�,r� to orote�t aya,nst high haze,d ilcxic,rlwds�n water serv!ces to industrialPaRkM W. rrl ( ) I for a e ,1 he 1 hat3r i I F tic a.:on �t nil u1 or n plants,hosp.als,morgues,mortuaries and citenical plants.They are also 825Y 6 2a Springs: Ste mass SteCi claw vc t.. I Jo r t-.la ties veru.a J.� 'n 1 t_,al,-Cr,c IUr s 1)et and used r ilia ion systems bc1Er`eed,eater lines and other installations _ _ _ $ " P • Can be supplied with optional sd core seat d sc. lt3 75 _ l:ICI , 'I.-,.I tr7 ecu�rna max�mu n p o.ce;on- - I 1 D t DR j eq 1e I Approvals-Standards Pressure Temperature mperaiurL • " - p --- - - ------- - _e ------- a Approved by the Foundatier for Cross-Connection Control a^d Tr moe atu R r, 40'F hJ r 101 Features B 1a 5 AC rev • Uitlma:e mechan cal protecton of potable wales aga.nst hazards of o eratlOn 0 0 20 11 m e so a C' �i_- -- __. _-__,___ __ __ o is s n4 s1 90 Y27 1pm Hydraulic Research a:the Unlversly of Southern Cai. a ax.t r rxr q: cs urc 175n ?1:;art B r n� A c Cs rnrnectio°'ccntaminatlon. s 7.s v 15 20 `ps Hyn,-o.,ati, IE-.1 Pre,., 'F,ta I i24 1 baO n a flow condition the check valves are open vv1*.h the pressure betvdee� ANNVA C511 Conformance • Mee-;all specifications of A'JV,NA,ASSE,CSA and apt:roved by the the checks,called the zone,oemg mairtainea a:least 5.Ops',lower than the s za a' 6 s.1 mps � " cunda,,c, for Cross-connection Ccntrol and Hydraulic Resear&at tFe filet pressure and the relief valve is maintained closed. kPa c:i t'/:'(40mm1N Materials TI t . - _ ° G 400roo r1oars ty G`Southern Cal.omia. Should abnormal cord;ions arise order no flow or reve-sal C`fiow,the H zo Jeir.Valve,Bod! : a tit ten G tl bd :1 I--III I-�I II- _i F F s-CUrnlection:antral ff recite relief valve w!li o^e ens dischar e to malnta.r the zone at least H „DDx;i CO,..U r,*R r,I a..:_'<temal MODEL 880V REDUCED PRESSURE ZONE ASSEMBLY -I 1 I I=1 I1=1 I I�-l low curv_gerera.e,•by[ne of rldatl n of C os c e r 9 g t03 '5 _- - --- 1013 664.4 (Shown In vertical arientahonl nr,la!ves .Jl uJ bnCJ3 c.,. P I ;,_- ano 1 rdraulic.Resea cr•at theJnlvars8y of Sout'nem Califontia. 2ps lower than the suooly ( WTi2 69 IC r-- �--' - \ • Modular'e.lef Va:Je-0r ease of me ntEnarCe and t normal tow rest cloy the zone's dlfferEn;ia preSsnrP.will r65L'ma S I..aG `, 1 t) car S IP'1f'.� I r '. g.., �� • Simple Se vice pn:;wdures All internal pa':s se!v'ceaCle:r!ire. and ine'elief valve':^r:r close. '6 I§ 1,.,;\,-,._ - "0 p !C cca • :_oeti head 1.„s. Typical Installation o 301 .s a51 ter - a Ir r :J( - E. 9 0 0 5 ;i '.0 '5 rrs • SrJr!rl loaded Y :V'ECr1P,CK.V8Ne9. _. -_ _ - - 5 1.3 3.'. 46 mps r1c:51l,r71('. - t.�'Ltl/1 ..::... ..-.,... .....:.... ..,.:.....--. -...... .....:...... .. ....... g P Reduced pressure zone assemblies s'1o.da ce Installed w.-I min mum • Inte-rest relef valve prassore sensing passages. c ea'arce of 12 130D nrnl between relief veto.,dscha'ge Dort and to r or Sp'-'gig: Sta nl.�s S:ct1 a ade.They must be Irstalled where dlschar e wi1 not be oolect!cnanle kPa ,:' T(50mm1 _-- ..:...._.- :.: • Replaceable sea-,rigs Cn all saes. 9 v 1� 20 Approvals-Standards _ M Note�The Model 880V is shipped 1n the standard IN and can be positively drainea away,They should be rs'Ileu where aas- p ° nil ^nnn N pp - ___- 5hapei orientation as shown above. eCtor) PI ANSI(ASMt BL2G.1 l _ ssiole fc:estn and rnainienance and-n-s:Cc protected frorl h J a Ge g c 163 1' l - q - - AN I 1'eVA d o I1 Y3 r ^x•r n 9 4. reezin Th^r nest water ex ansion andlor v arer°ar,tmer dolvnst earn oF' I _I. P E 69 I0 -_ - - • Al 1 n e J'.,y 1 ( r r V,, fr (l m is tier c 1:1 k ydra-1'I c r 'c r Relief Valve Detail 09-18-08 ADDENDUM #3 Specifications __-__ --- t h pr P P" Rese;m <'le l i,Prsiry c a.;, he,r ,,,.I c::a NRS SideVlew Reuef shipped on rignt side(,how❑)fielc reversible --- he..^c<n..1d everracan^ausarx^:ssve ressure.excessive essur� i 1,, _f., ...,,. ..._.:..,_ ............. ...... ... ..__,_ _ T're zdcr-cd pressure zc e assc,'biy shay cc sr of .vo rc penoently s.uatlon_should be c u;Inat9d tc avoid posses' h.rrage to:he sys;e'n w to left side. - , SIF . .. and aSSer`1 Cly. 0 ao 60 120 ICB 2m 16C oGT. 4�45 7Fe coe,rat!rC,sp"lg loaaed, Y'patter.cheer,.alvs".al d Lne'ly Orad:CaAV 0 151 !G 15a 60i, 760 910 ter FM x " _ -- J _ ._. ..... ..-.... ....._.-,..... - - 1. r er- I relief vave The 3.,omhl s`lail ai:terra,cal'r iecoca i a ifr installation rea.nren-ents.Some copes 2s S YI[ I Y o r R.,e to IUca codes for� .c I, 15 m rz' 855E 5A® C UL D +� � E 8 06 08 BID SET dap d� icdf_arta _ U$ e,:;esswe r the"zor beiw,e the one k valves x, cast dpsi Icwer i, afi s 1 p Side View Ann _ - may Prohl„rt varucal rs,aGahop E 1 _ :r en in's p'Pssu'6.Sh c,. .Ifl nUai cet'n,r e^the uosream an :he A 1013 B64A ...... .... . ...... ....._-...... .... _ .... .- ._ ... f- -- PERMIT SET zone o'the urx atop w 2ps„ ne d, erantial"elicf valve shall oper and Tta!n- - - i alnthe rod-r diffr.rem,iJ B MODEL REDUCED PRESSURE ASSEMBLY �- t 07 15 08 BID SET SUBMITTAL T�ImerSIQr15-Weights ITtS * I ess,ate-ct:1ti1 a>,rOvCd I a s.,ate A 0 "IeS"I eel o*l ',s hstaleu {Shown in standard orientation) I l Ma ine.valve bocy a ci taps:n ro rr e 5� E. dV-1 oar<r,,,ll K - - o 3 O ! b,bonze..;_ci valve 1.oving _e rbe'snal -ce All _ _ .-. _....... b'cram;c sensing passe es shall to;nte'ra'l lccaled.vi;1PT^e:ua ilire and / ---:? t ">iz E I •2"(2. -SOmml Witt -!! l start gate valve . 03 18 08 90% CD SUBMITTAL r I -1 u^+ g ' gL `valve rover 0-:,orao n,ea:area ratio sl'2JI 512E(DN) DIMEN51t1NS WEIGHT g Models U.S.Patent No.4,93B,635•[J S.Palm N 5.107,383 i rt - - o i 02 08 08 50% CD SUBMITTAL/PLAN CHECK reli., valve n,r n es al d re e. _ ..... .. ... _ _._ _...__..-.._ __.---._ _--.----_-... ----__._. _...._.___. .._...-_. U.S-Patent AD.:t,385.166•U.S Patch No b,226,441 ..,.,. -.: ..-,:....- .:.._.-.... .. ..-..... _. ._.-..... ..._.... N, O 1 -n r,.c,r*..Ri,I ei'vesty�s,i4l lave a�.E nc aide sea r;rg.Clock v&.v: U a P,r n1 hn 5 4 15/16-0,� 3 1!Z - :. I q 9' C D ! E ILC T- _-� a, �. . ,.. J x r or x _ '.d5 _ -.39?,803•U.S.PatenI Nu 5,5M,17ri 'Y- - NTare re`e"valve car •, nits s:,a b. .ors:uc'cd s d et'' y e se'viced t _ ----- I u,. -1 n nm !n. n n mrn i t;�w^S C i''. ✓J I --r,,n' 'Bs ! $:5. - [ ; r ,. Dimensions WeigUhts-- __. .--_- - 12 21 07ENTITLEME ... ......-�-__ o n.m ,n L-�_... _7-- I I- � I Ij/c� (}Cv�,.1r��CJ,e 7[: o--._ i•.,l 30 Max.(70Dmm1 -'--� - '-- VGitneu-r...no:,no the valve bca' rnn'he hnr All <;I ,<.tic•rove.,- _...... ._._... -. - ...-...:... :..:_........ ....... -_ _.. r 12" 0 12 305 Try 197 3'/a 63 3G 83 4ie l 105_L.11.5 5.2 Min. -- D Rr'is ;c Ar uap fkain tun^r,' 1 Size:2t/"-10"(65-SOmm) tits S'a.,o v..van a^d M_c u;.k.,wall:e u pC en.tail valves i 25 17/I n24 736. 197 3 k�83 83 1 4 A 105,12.5 5.7 ! - - - 3" I- '_''�'e;t,3ner slzE(oNI DIMENSIONS WEIGHT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL - -.-, -.r:: t �. ,r .i :� ., __, :1Ch1 E7 4Y5'114 4"z 1141 5 112726.5 12.0 ri�,. ....-... -._... ....... .... .....-..:..: ..-.:.. ...-,.,. ....._... r a-ae. .ly,a l ,r a,,,, r. / ,7. z.. 9 F:.. ..e a,a s 1E Flow 40 432 2 _+_ . $ - r -, r rn e 'orn` to 14 F:.?r -' , r50 - r Co^rcctlUns rt1,r Hl.o, �pe.a[u C -____1 L.;15,i 461 110„.26714.:11%,4v,�114 6 177129.0 13.0- �-� '- A 6 c Fn,Rs F1 Os&w F 6 ! R k ; _I ;n.Mmm1l "Rs I osar 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL 9 - - __- - 25 IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES a UIREMENTS m. !mrn . - -. _ -�-- ... .... _....... -.:.._..-..: - r^., ., , . 3 ., _ -_- ,, -4-=r.---_w L Ld9J *t. r, TO View FOR LOCAL INSTALLATION REO _ _ le aSSC-n!..ha1 tE „lion(:Y.,._S U ASa_�,a.10aJ llr.- .?AN1,A dWddA ._ mEr510n'�5 IesS Sh U.. s p ----� m. mrn rn. mrn rn. mrn in. men rr,. mrn rn. mrn rrn. mrn m. mrn ms k s n. mrn m mrn ;n mrn in. mrn 2. mrn - 346:TA lag 2T1<1692 2,I 0'95 220 99.8 - -- SV,dcrd CUde,:n C, A.:..)l.,,u P644 ad a.p.Uved by•Fc :unCativ 1. ^ -,. -az rVz ts5 1z'e 37e z5W'S5a z4ve sls a"Fc 12h 1z'h 3z1 1s'/e Qts Iffy. a22 s"n t5s sees tad 3.h as ,3 t - - SCHEMATIC DESIGN SUBMITTAL A_P_, re Note gfits s. 'r-are a„pr xi a,E„J r ens,, ., Uwn are❑om!ral. T ,car Cross..Cr r,_Ct n,,.,r_-,:1'.ano rya.u.ric!iNara-lc nespa c a ., - - _-, r = „., a'iOVJanCe rY"JSt be made,for r;:rl al man' aCtc.rh'lg IGIBrrnC?S. E � 3 80 12'/. 318 25'/" 654 24°1, 629 5:4n 13a 14. 327 22% 591 1PA 451 67 i 178 Sh 152 4-h 11 1aA 359 7/ 184 287, 787 280 127 29C 3.5 iIt - 08 31 07 IJ tle!S!tV Ci 5GJ:3Cm�ai�OG.i.�. a 10C 14 356 27r/a 708!25% 680 6'/s I67 14 365 23%,L 591 1l-/< 451 7 1178 6 152 4•/ n4 15'/: 39d T/a 184 31 T87 320't45 350 158.8 1 '���- �.r '-;II' ._-,._-_.._-�_�,�. (:OI1trE1Ct6r ._-_.�-___---_. __--.--- --- 6 "i0 16 406 32'/e 819t2Y 819 BIN i218 ,B'A 497130'/e'765 21F 5d8 B 203 Ty, 191 5'h 140 118'4 473 9h�241 3Ti< 946 480 2!8'S30 240A L- �1 � I i Job Name -- - - ,-� --i-----_-- v c 08 1 1 µ27F 699 10 254 9/ 248 8 203 24 610 nri 292 48 1215 1s50 a Job Name - -- __ --_._--. ContraCtOf ---- -- ---`-- - 8 200 18'1 470 3Th. 953 36 a 924 9 w 2 3 23'/: S97 373i 959 671.2 MARK DATE DESCRIPTION -'�� ' `r ����rrp - _-_. 10 2sC 11 53: 42 is 080 40.. 703- 1-- 292 -- 699 29 ___ �___.. - lahlocahon _ _-__ -_ .___---- Approval -_----- -- - _ - 24'h 632 9h 235 HW�!222 6$ 177 20% 527 10'/• 26C 4Vi5 1054 810Joru Location - __w Approval _ _- 671.3 - - --- -- - _ QQ Engineer _ __ Contractor's PO.No. -.- - -- -- "GS&YOPEN Engineer _- _--I-----.---- Contractor's P.O.No. FEi/CD0, • 9001 must be rnadC cenr!r'eP Representat.ve .------- _.__-_._---- __----- uJeghts do net ncluee users or opuonal vawe setter. PROJECT NUMB - Approval _- _- ---_. _- - _ e resentative _.-----._---. -------- --.--- ---' --, --..--_..-'-- ----- -- ----- -- _ _ ..._.. l - - - R ... Approval P Note:Dimensions shown are non•tnal.Allo,n'ances m PROJECT MANAGER PP ,'t.,�^star nt Watts Water lernno allies Inc. USA.438?N.3rawley•Ste.t O7•Fresnn,CA•33722•"e!.(559J 441-5300•Fax;559)eat-53U7•vnvwFEBr,Oonl!ne cam r, for normal maru'actunrg:Clerances. 33_ + wTEBCOonlme.ca i ,� - appro.l mate and am provided for referenco unit'. precise mea 4anada-5d35 North Service Rtl.•Buoington,ONT. •L7L 5HI Tel 1905)....2 4090 Fax f9051332 7068 vnw FEBCD product$e cantor o F m U.S.BC(I m e a uth and met,ic,an - I eater 10 SpeciScat.on Sheet SS VS For detests on valve setter. U.S. _ u n nt� lease contact FFBCO FEBCD reserves the right W chang•�or creel;y pn>ducl des qn,arnstrucrlen: wlu t;n vvio sl materials t _i �•E In U.S.SCO re e units and metric area proximate and are provnded for reference an y. For precise mea .. - FEBCD product sperm f cat� y p e e J,pPROJECT ARCHITECT PART TIVAY specifications,or materials w'�ihout prior notice and vvLLhout lncu wing any obllcalion to make!:.rrh enunn,eo:ro mod.fmat.ons on F=BCD prtuiucis oreviausly or subse- surements,please contact FEBCD.FEBCD reserves J1e right to change or modify product des gn,construction,spec , without Prior nonce and without incurring any obligation to make such charges and modifications on FFBCO products previously or subse- FS_F-825Y 0708 C.'rE©CO,2007 quenTy,r>id. - DESIGN PAUL NAGASHIMA quent y sold. w CIVIL1ROBERT POPPE ... • LANDSCAPE�LISA POWELL -_.:. STRUCTURAL MARK HARPER 3/4" DOUBLE CHECK VALVE ASSEMBLY ������������������� ....MECHANICAL EFREN VILLASENOR ERIC HARLEY NOT TO SCALE .. ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL :-.. ...... DRAWN BY 0 C E'LY R 0 , Y E c N L FE ���so M CONCRETE PAVEMENT o STREET J a23 1 at OCTOBER 31,2007 CONCRETE PAVEMENT RENEWAL DATErj Q. RETAINING OQE STREET �CA1�`" WALL :�-.V ES L=VARIES 2 WIDE E M" 1 tR1- ar 1 . 11 RIFS BID- ' S�OQ S z> L=VARIES ,l� �7RJNl�fTlOta fJll4`�/ • �: SWALE �,:�' I Vq 2' WIDE JPR 0 0 awl Q '1 ��\-' \ \I ` �\ \ \ BID- �I LL aw - wD' LL Qw N '") r - \ ����' � v Z•� z 1 , '�, INFILTRATION � '. SWALE I ABOVEGROUND v aW a = o wo 0 Jw w CURB (ABOVEGROUND) �I� CURB ABOVEGROUND aw a o \ ti BASIN I - I.1. . \ \\. w J� �o N ) w� M �3z �; LLJ �•; ��.� �. �� \ _ -INFILTRATION c� aw �3 LijO o N I 1" MIN CLEAN COBBLE ALLL AROUND TOPIC - \ BASIN _ UJIM v _ c� N AND BOTTbM \ :7 v ca UJO L) cn �w 0 Q=1 4z), EXISTINGAGGREGATE SIDES, AND z J z J� DETAILS a FINISHED GEOTEXTILE FABRIC GRADE 1" MIN CLEAN COBBLE ALL AROUND TOP o < o 5' 10' AGGREGATE SIDES, AND BOTT6m a.Io v:>�...�. - . y W. _ \ :Y.'�\�. ��,.�: `�♦ \�.,:\ \�. .v\�i..\� �,\.`.tip.. \ \'�.\� `�. N ' 10 y 7 INFILTRATION BASIN ALONG EASTERLY P/L NOT TO SCALE 10 0" TO 6" CURB TRANSITION 1 INFILTRATION BASIN ALONG NORTHERLY P/L 6" TO 8" CURB TRANSITION H 9 NOT TO SCALE NOT TO SCALE ICALIJ AS SHOWN I NOT TO SCALE Cn a I C - 4. 2 1 U') ATTENTION: This civil drawing is provided in a electronic digital format as ' I a courtesy only. The delivery of the digital rile does not constitute the Q delivery of our professional civil design. (the City's approved and signed permit set of plans constitutes our construction document for civil design). In the event the digital file is altered, said permit set must be referred to, for the original and correct civil design information. MOLLENHAUER GROUP shall not be responsible for any modifications made FILENAME LA30053- 4. wg .� file. o the digital file or for an products derived from the digital ` to g y �� a 6 ?\ . . . . . . . . . . . . . . . . HDR Architecture, Inc. . 0 °. ° KEEP CROWN ROOT AT FINISHED GRADE DOUBLE CINCH TIES AROUND TREE AND STAKE IN A 'FIGURE 8' CONFIGURATION TO STABILIZE. 0o TOP OF ROOT CROWN DO NOT IMMOBILIZE TREES; ALLOW FOR MOVEMENT. ° AT FINAL GRADE 2" DECOMPOSED GRANITE 3' DIAMETER X 10' TALL PRESSURE TREATED FINISH _ STAKES. SET PERPENDICULAR TO PREVAILING o GRADE WATER BASIN WITH 3" BERM I WINDS. FINISH GRADE 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91 101-3020 1626.584.1700 I 3" HIGH BERM REMOVE NURSERY STAKE BY THE ° NISHED GRADE END OF MAINTENANCE. I ter.=,. BACKFILL WITH NATIVE SOIL —III I WITHOUT ANY SOIL AMENDMENT �I ROOTBALL 2" DECOMPOSED — ROOT I UNDISTURBED NATIVE SOIL I GRANITE MULCH BALL BACKFILL PLANTING AS PER AFTER COMPACTION ADD 12" DEPTH OF 95% COMPACTED PLANT PIT DETAIL BALL DIA. X 2 AGGREGATE SUB—BASE TO AVOID I I I i 1 AVOID DAMAGE TO THE ROOT BACKFILL MIX, SEE 2X ROOTBALL SETTLING BALL WITH THE SUPPORT STAKES. . f ■ NOTES AND SPECIFICATIONS. 32" AT 15 GALLON UNDISTURBED NOTES: GROUP 48' AT 24" BOX NATIVE SOIL. UNDISTURBED NATIVE SOIL. 60" AT 30" BOX NOTES: 1.BURY BOULDER 1/3 BELOW FINISH GRADE. CIVIL ENGINEERING SURVEYING+MAPPIN.G PLANT PIT DETAIL 72" AT 36 BOX STAKING DETAIL 1.INSTALL%"MINUS 11%FINES'CALIFORNIA GOLD'GRAVEL MULCH TO WITHIN 3"DIAMETER OF NOTES: SHRUB STEMS. 2..BURY BOULDER Y INTO HILLSIDE AND BACKFILL AROUND IT. LAND DEVELOPMENT NOTES: 2.FOR DESERT SHRUBS,BACKFILL MIX SHALL BE NATIVE SITE SOIL ONLY. 1. NO MULCH SHALL BE INSTALLED WITHIN TREE WELL. 1. NO WIRE SHALL BE USED TO SECURE CINCH TIES. AS PER COPD DETAIL NO.XXXX. 3.COMPACT SUBGRADE TO MINIMIZE DIFFERENTIAL SETTLING. 213 524 2661 TEL 213 61 4 1863 FAX 2. FOR DESERT TREES,BACKFILL MIX SHALL BE NATIVE SITE SOIL ONLY. 707 WILSHIRE BOULEVARD 40th FLOOR TREE PLANTING WITH DOUBLE STAKE LOS ANGELES CALIFORNIA 90017 —0" 2 NATIVE SHRUB PLANTING BOULDER 1" 1' DETAIL—FILE 1" = 1" 3 OETAiL—FILE 3/4" = 1'-0" PALM DESERT SHERIFF STATION STAMPED CONCRETE OF R, OR MATCH TO EXISTING o TILE PAVING ""MIN. TO �" GRADE. _4 MAX-EXPANSION BACKFILL WITH Y 95% JOINTWITH UNAMENDED TOPSOIL. COMPACTED SILICONE FILLER FROM HOLE. SUB—BASE OR DG MULCH LAYER TO UNDISTURBED FINISH GRADE A MAX. 2—IN DEPTH IN NATIVE SOIL PLANTING AREA. `�• •~ ci _ HIGHHAROUNDR MIN. 4 IN EXCAVATED CONCRETE FOOTING ' ARE,q,BELOW BOULDER GRADE — DEPTH OF PLANTING PIT EQUALS 1 x THE HEIGHT � _ -:K., .`• x.1.• OF ROOTBALL I I�I I '�r��,� .•,.µIV: y: ^ ;:. ,::�:,:.�. •.., .._•.•,.L ::-: .;.<.:.-, �:�': { L•;:f:;;:.,;;. i:' ,-:. t:?'..��" I�I I(—I I I�I �—BLEND IN GRADES AT 2:1 ::��•:,. I MAXIMUM. 'j . ��.,..,:v,�.;<" ',:• .- � �•'- _III I 1—III-1 11—I I -t UNDISTURBED SUBSOIL AIF _ 1 =1 I I�I FE I I i I �I I I�I II I I I - I =1 _ ROOTBALL SITTING ON =1 Jrl I TOP OF U— � NDISTURBED SOIL 6" MIN. DEPTH OF 95% COMPACTED SLOPE—SIDED HOLE IS 3x AGGREGATE SUB—BASE OR DIAMETER OF ROOTBALL NOTE: UNDISTURBED NATIVE SOIL TO AVOID SETTLING BENEATH BOLLARDS. NOTES: 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 2.SUB-BASE MATERIAL SHALL BE LAID AND COMPACTED UP TO BOULDER EDGE. 1.KEEP DG LAYER 3-6 INCHES AWAY FROM BASE OF TREE TRUNK.. 2.REFER TO DETAIL NO.1 FOR STAKING,TYING,AND CINCHING REQS. 3. Ye'MIN.TO%-MAX.EXPANSION JOINT SHALL BE LEFT BETWEEN PLAZA PAVING AND BOULDER. JOINT AND ALL OTHER PLANTING REQUIREMENTS. SHALL BE FILLED WITH SILICONE FILLER AS PER MANUFACTURERS INSTRUCTIONS. 12-05-08 REVISION3.BACKFILL MIX SHALL BE NATIVE SITE SOIL ONLY. STONE BOLLARD —30-0 10 45TREE PLANTING ON SLOPE 3/4" = 1'-0" NIS 10-06-06 REVISION DETAIL—FILE 08-20-08 BID SET 08-06-08 PERMIT SET 03-18-08 90% CD SUBMITTAL 02-08-08 50% CD SUBMITTAL/ PLAN CHECK 12-21-07 ENTfTLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL City of Palm Desert Step 1 VW Enter pEtaZone Map(ChYt]prawirx7 No.295z3)tocnd;nthesr 08-31-07 SCH w~ 'General Landscape°and Irrigation System Design�_rnerie) plf nt ti EMAl1C DESIGN SUBMITTAL p Water Calculation Chart Step MARK DATE DESCRIPTION COPD LANDSCAPE INSPECTION SCHEDULE: Step3-£nter%iajes:orthenamberof*ntmarergaismeachwater-usecategory 7heMAWandEWU " will be automattcalty calculated. I . SLEEVING / GRADING CVWD ETO?_one PROJECT NUMBER 65939 a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (Including weeds rubble) PROJECT MANAGER ROBERT WOLFE 2. hARDSCAPE / BOULDERS - COBBLE TotalNumberof Plants 2,205 Total MWA 624.27 PROJECT ARCHfrECT PARI TNAY Irrigation System Type Square Footage Estirna ted Water Use DESIGN PAUL NAGASHIMA a. Sidewalk and wall- layout Square Footage Calculations g y YP ' q g b. Utilities location Very Low B Shrubs --` grip = 0 0 CML ROBERT POPPE LANDSCAPE USA POWELL Low Shrubs 1769 Drip' �� 12;862:76 222 S9 STRUCTURAL MARK HARPER 3. IRRIGATION SYSTEM ROUGH-IN Turf Spray Square Footage a. Trench MECHANICAL EFREN VILlASENOR, ERIC RAREFY b. Pip depth and location LowlModShrubs � Drfp 0 0 ELECTRICAL SOUREN TOROSSIAN e 51ZC and class Turf Rotor Square Footage 0 --��c. Pressure test (I 25 psi for G hours) Waterfeature Still Square Footage p ModShrubs: 343 D DRAWN BY rip:. [_� 2494.02 T07.9 INTERIORS KEITH CARROLL -� 4. PLANT MATERIAL (TREES St1RUB5) Mod/HiShrubs Drip 0. 0 a. Condition Waterfeature Moving Square footage> E b. Type High;ShrubsDrip 0 0 c. Placement Gross Square Footage' 1b,033" '� Low Trees 42` Drip. � 30539- 5.28 •U � 5. GROUND COVER (DECOMPOSED GRANITE) Less Allowable Boulder/Cobble, a. Type Square Footage, Lore/Mod Trees � Orip _ 0 0 Sli�nahs;e. Renewar�,Q b. Depth and spacing c. Compaction - P Boulder and Cobble instructions-if floe Mod Trees 51 Drip- 370 83: 16.04 s- -------,_ �r total amount of boulder and cobble a rea y; -q Dave `T G. FINAL wlthout plant rnatenals greater than 546of I41odMiTrees � Dri 0 0 ��0 CALI�O�S, a. Irrigation: p.the � . adjust_the overall landscape area. — i. Valves, boxes and wiring d HirJhrrees Drip': 0 0 H. Controller operation and schedule III. Sprinkler, bubbler and/or drip emitter type, flow rate,.and Total Plants Z205 Net Square Footage 16,033 quantity per plant IV. Overall operation b. Tree staking Total Tree and:Shrub EWU 351.81 c. Overall Total Waterfeature EWU 0 NOTES: Should any of the above inspections fail after 2 attempts, there will be a fee SITE DETAILS assessed for any re-inspections. Total Turf EWU 0 Any change to an approved landscape plan must be re-submitted to the City of Palm TW" Phm *a bem raiseW % Canham vauv-,Ilbil■r Gilt M In Total Estimate Water Use 351.81 aoc '"zo so wow Codt we mIwm I. awow x kscit10 4 Desert for approval prior to Implementation. b�97 at �� . -APPROVED - "q r'4"'ri'g fv"d�c°P'r ati rdgatlar d�o■iq■: A nded Lan sca a Retro-Fit Plan a"wadca oft IO0°I aq°� �t or�bk- 'ltpprord of dais casing by C" do■s rat oaRsbNr s Ww* to go R n , Illtto dl■brkt md, USM. tgghbi-� Tiaft pbnls. sdR OW Reviewed BY: parrt+on«tt *UdW= of ON Hind IRW nol bt pianb■d or I Ind h SCALE NTS Landscape M r. CWA Qwilcm PU � vaunt Dat CITY o P „•M DESERT PUBLIC WORKS DEPT. DATE WAIENA&VA010EilaYT L=02 CV"M F4-&"0...�...- Oe1lELQP1aff 3Z '! P FILENAME . . . . . . . . . . . . . . K-103 0000 000 00000 000 r%O000 0000 0 2MW222 2LAM I •r• • 000 09C �� O `tiJO • OOLV �: • • - - 5o ° 0 � - ° - - - - - - -°�-- p O °O O T. OaOo 9000000u- - - I °°000000Q °°0 O° O° °° 0 ° 1 I o 0 I °°0 00°° °0000000 • o a a° °o HDR Architecture, Inc. _ p CIO O 0. • • • ° 00,. . • °O° O W -OQZL • I I O • • ` O • 0 I • O 0 ;t ° • O = 0y`�$ O Op - . I (.y� 251 South Lake Avenue I Suite 1000 I Pasadena,CA 91 1 01-3020 1 626.584.1700 0 • • • • • 000� 00 �• QOQ O vv0 O • 000pp0 O. - . •. • ' •_ • • I lD O O O . ' , o K-102 0 0 0 0. o GROUPOC • ( CIVIL ENGINEERING • N `, a K-10 , SURVEYING+MAPPIN G O ,•;,. c •` 0 0. LAND DEVELOPMENT O 0 , I •s's • s 213 624 2661 TEL ° t • I + o _. s�:; 0 213 614 1863 FAX ° • 1 / 707 WILSHIRE BOULEVARD 40th FLOOR � I I • 110 :` • LOS ANGELES CALIFORNIA 90017 • ° 0 . 0 • ` AV8 HSVM 1 :J ``O u ® ; 000 o o ° ° PALM DESERT L.LJ • � a ° J O 6 w o SHERIFF F STATI ON 0. P-101 O • o c o0 0 • •, . of alt.R • S-1051 ° o JIM , tY• S-104 III • o Oo • • ® S-102 • ® o ° • `` • 0 0 ' II 0 I r: °° I X S-103 1 101 °P- n • 1 X boo - I o a $o _ 0 0 0� o • 1 1 °0000 ° 0 0 o 0 SS. O b 12-05-08 REVISION I ow. -06-08 REVISION 09-18-08 ADDENDUM 3 F. E ,; ., ti ,a, ,., .1 Y A, o � o • o op :;� 08-20-OS BID SET • nf • t. ,i.��:• • . • -j)0 ':'y• • • .• OO O 'tip:^i:,�� (?o • 08-20-08 BID SET • 08-06-08 PERMIT SET p p . 03-18-08 90% CD SUBMITTAL 02-08-08 50% CD SUBMITTAL/ PLAN CHECK 12-21-07 ENT51.EMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMITTAL MARK DATE DESCRIPTION PLANT SCHEDULEPROJECT NUMBER 65939 GENERAL NOTES: PLANTING NOTES:TREES CODE PRO JECT MANAGER ROBERT WOLFE it BOTANICAL COMMON/H20/PF CONT QTY i GROUND COVERS CODE BOTANICAL COMMON CONT QTY I . Tables shall be Landscape Forms 42" Steelhead table top with I . All plants shall be installed as per plan and schedule. Contractor PROJECT ARCHITECT PARI TNAY • ACA SMA Acacia smallu Sweet Acacia/low/0.2 24"box 10 perforated metal insert, powdercoated in "Stone" color, and single must contact the City of Palm Desert Landscape Manager and the DESIGN PAUL NAGASHIMA surface mount base powdercoated in "Stone" color. Accompanying Owner's Representative for approval prior to an substitutions to ACA DES Acacia redolens 'Desert Carpet' TM Desert Carpet TM 3 gal@ 144" oc 29 p hf p Y CML ROBERT POPPE OLE FR2 Olea europaea 'Fruitless' Fruitless Olive/mod/0-5 24"box 29 low/O.2 chairs, 4 per table, shall be Traverse ("Verona") chair with armrests plant material. LANDSCAPE USA POWELL • Low branching, single trunk, single leader and perforated metal seat, powdercoated with "Bronze" color finish. Installed as per manufacturer's specifications. STRUCTURAL MARK HARPER °°°°°°°°°° p p 2. Trees shall be single trunk and leader, low-branching and must meet ERI LAP, Ericameria laricifoha 'Aguirre' TM Turpentine Bush 3 gal@ 48" oc r37 minimum standards as set forth by the Arizona Nursery Association MECHANICAL EFREN VILLASENOR, ERIC HARLEY ° PAR HYB Parkinsorna hybrid Desert Museum'/low/0.2 24"box 18 low/0.2 Low branching, single trunk, single leader 2. Benches shall be Landscape Forms "Sonoma" bench with a back and Grower's Committee Recommended Average Tree Specifications, for ELECTRICAL SOUREN TOROSSIAN °°0pOp0° .1 end arms, for exterior installation with two legs to be surface each tree species listed. Contractor shall obtain approval on tree INTERIORS KEITH CARROLL LAN PUR Lantana montevidensis Purple Trailing Lantana I gal@ 72" oc 94 mounted, redwood seat, and powdercoated finish in "Bronze". selections from Owner's Represenative and City of Palm Desert• QUE SUB Quercus suber Cork Oak/low/0.2 24"box 5 mod per manufacturers specifications./0.5 Installed as manufacturer's p Landscape Specialist prior to installation. DRAWN BY • QUE VIP, Quercus virginiana 'Heritage' Southern Live Oak 24"box 9 3. Trash receptacles shall be Landscape Forms "Petoskey" litter 3. All planting beds shall be covered with 3/8-inch minus with I I % fines receptacle with hin ed lid/surface mount base, powdercoated Low branching, single trunk, single leader 'Heritage'/mod/0.5 p g p 'California Gold' decomposed granite mulch, compacted and watered with "Bronze" color finish. Ashcans shall be Landscape Forms ao ' do c�Y p to a final 2-inch depth. Top of decomposed granite mulch shall be I "Petoskey" Ash urn powdercoated with "Bronze" color finish. inch below top of curb All substitutions must be approved b V!T AGN Vitex agnus-cactus Chaste Tree/mod/0.5 24"box 13 . pp y � Low branching, single trunk, single leader Installed as per manufacturer's specifications. Owner's Representative and City of Palm Desert Landscape Manager ��� � REFERENCE_NOTES_SCf�IEDULE prior to installation. Small, narrow beds may not contain plant rBn�'�•�;��- WAS ROB Washingtonia robusta Mexican Fan Palm/mod/0.5 24"box 8 4. Boulders in lantin beds shall be rou ed into clusters of three y SYMBOL REFERENCE NOTES CITY p g g p material. ' q SHRUBS CODE BOTANICAL COMMON CONT QTY (3) boulders each varying in size from 24" to 48" across. Stone K-101 ROCK bollards shall be boulders embedded in entry paving and shall vary in 4. All plants shall be planted per Details I/L-02, 2/L-02, 3/L-05. There L`r1 AGA AME Agave americans Century Plant/low/0.2 5 gal 1 13 BOULDERS TYP.-- 'CALIFORNIA GOLD 57 (SEE GEN. NOTE#5, and DETAIL 3/L-02) size form GO" to 72" across. All boulders shall be 'California Gold' shall be no signs of recent pruning, including nicks. Broken and 3/8" MINUS WITH I I% FINE A � granite boulders from Southwest Boulder � Stone, or equivalent crumblin ro tb I A A S C LIFOR I o a l will r G G SCH A ave schidi era 'Duran o Deh ht' TM A av low .2 N A GOLD 5 be rejected. 9 J g g g g g e/ /0 5 gal 259 K-102 DECOMPOSED GRANITE MULCH TYP. (SEE PLANTING NOTE #3) approved by the City of Palm Desert Landscape Specialist and the Owner's Representative. Contractor must submit samples for 5. Entire length of bioswale bottom shall be lined with 3"-G" (thickness) BAI MUL Baileys multiradiata Desert Marigold/low/0.2 t gal 778 K-103 3" TO 4" COBBLESTONE RIP-RAP 'CALIFORNIA GOLD',BIOSWALE BOTTOM, TYP. (SEE PLANTING NOTE #5) rip-rap,approval prior to installation. local cobblestone ri ra 'Gold Cobble', installed over weed barrier � fabric. SAE PUL Caesalpinia pulcherrima Red Bird Of Paradise/ 5 gal 90 PAVING 5. Trees, plants, walls, sidewalks and permanent structures of any kind mod/0.5 P-101 PAVING PER ARCHITECTURAL PLAN (SEE SHEET A-100 #28) shall not be planted, installed or built in CVWD and USER PLANTING CAL DWA Cailistemon viminalis 'Little John' Dwarf Weeping Bottlebrush/ 5 gal 170 easements or ri hts-of-wa without first obtaining an encroachment I LANTI N G PLAN mod/0.5 SITE FURNISHINGS cJ Y T� P� how bem r�� by � coadWMo � 'err D riot S-102 STONE BOLLARD TYP. -- 'CALIFORNIA GOLD' 6 (SEE GEN. NOTE#5, and DETAIL 4/L-02) permit from CVWD. DAS WHE Dasylirion wheelers Grey Desert 5poon/Iowi0.2 5 gal 183 in acordo" W& wow Cc" 1& 7. Ildtia0 1• QsapW•3, k5dw, 16A S-103 TABLE AND CHAIRS TYP. 3 SETS (SEE GEN. NOTE#2) S•cHO" ON7 •t_s•q. roq* q 01kck rt. ImdKoP• WA, krkplwR ds6p In 000paa�oia +i ft thr loom pv&l e4 09MM (qq W:{bunts LEU THU Leucophyllum candidum 'Thunder Cloud' TM Thunder low/O 2Cloud Sage/ 5 gal 58 S-104 BENCH TYP. 4 (SEE GEN. NOTE #3) �� of V" dr+t +g dog• baw l to +PPriiij sacroocp hb di h i ct acid UM �� R olla-d-W*:Tj"g6_pb f, V, p� LEU PRU Leucophyllum pruinosum 'Sierra Bouquet' T Sierra Bouquet Sage/ 5 gal 58 S-105 TRASH RECEPTACLE AND ASH URN TYP. 5 EACH (SEE GEN. NOTE#4) ��k *ucbmw of OW " " � be �A w� � k CM and US'M or r1*A-%f-V ► vkhooA tr# oR SCALE 1 ow/0.2 "=40.0' � l O OPU B Primp'! fn)m MO. Opuntia basilaris Prickly Pear/low/0.2 5 gal 143 0 40 80 120 feet Minimum planting size of G pads per plant OPU CHO Opuntia bigelovn Teddy Bear Cholla/low/0.2 5 gal 79 aCrc I .5' minimum height, minimum 6 pads per plant SCALE: 1"=40' iKATER �N�C 71/T S�IPERN.S " L=O YUC ELA Yucca elata Soaptree Yucca/low/0.2 10/15 gal 3 NORTH L`vvdo F4-'W ......-,., DEVaOPUW SE.RWCU SUPER~' FILENAME AF