Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
73700 GERALD FORD DRIVE
EXHIBIT "H" PROJECT CONDITIONS OF APPROVAL GENERAL REQUIREMENTS 1. - All landscape maintenance shall be performed by the property owner and the --� applicant shall enter into a landscape maintenance agreement with the city for the life of the project, consistent with the Municipal Code and the approved landscape plan. 2. A complete preliminary soils investigation, conducted by a registered soils engineer, shall be submitted to, and approved by, the Department of Public Works prior to the issuance of a grading permit. BONDS AND FEES 3. Signalization fees, in accordance with City of Patm Desert Resolution Nos. 79-17 and 79-55, shall be paid prior to issuance of grading permit. 4. The project shall be subject to Transportation Uniform Mitigation Fees(TUMF)Payment of said fees shall be at the time of building permit issuance. 5. A standard inspection fee shall be paid prior to issuance of grading permits. 6. Drainage fees, in accordance with Section 26.49 of the Palm Desert Municipal Code shall be paid prior to issuance of grading permits. DESIGN REQUIREMENTS 7. Storm drain design and construction shall be contingent upon a drainage study prepared by a registered civil engineer that is reviewed and approved by the Department of Public Works prior to start of construction. �� 8. Complete grading and improvement plans and specifications shall be submitted to Public Works for checking and approval prior to permit issuance. -�"—'� 9. Any and all offsite improvements shall be preceded by the approval of plans and , the issuance of valid encroachment permits by the Department of Public Works. 10. Pad elevations are subject to review and modification in accordance with Chapter 26 of the Palm Desert Municipal Code. 11. Landscape installation shall be drought tolerant in nature and in accordance with the City's Water Efficient Landscape Ordinance (24.04). 12. Landscape plans shall be submitted for review concurrently with grading plans. 13. Full public improvements, as required by Section 26 of the Palm Desert Municipal Code, shall be installed in accordance with City standards including: Dedication and improvement of Gerald Ford Drive with a 75' half street section including 42' pavement width with a 5 to 1 taper easterly, 24' parkway with 8' sidewalk-minimum 4' back from curb. A left turn lane entering the easternmost driveway. Rights-of-way necessary for the installation of the above referenced improvements shall be dedicated to the city prior to the issuance of any permits associated with this project. CONSTRUCTION REQUIREMENTS 14. All public and private improvements shall be inspected by the Department of Public Works and no occupancy permit shall be granted until the improvements have been completed. 15. Applicant shall comply with provisions of Palm Desert Municipal Code Section 24.12, Fugitive Dust Control as well as Section 24.20, Storm water Management and Discharge Control. 16. Prior to the start of construction, the applicant shall submit satisfactory evidence to the Director of Public Works of intended compliance with the National Pollutant Discharge Elimination System (NPDES) General Construction Permit for storm water discharges associated with construction. Developer must contact Riverside County Flood Control District for informational materials. SPECIAL CONDITIONS 17. Westernmost driveway shall be offset to reduce conflicts with the Shadow Ridge driveway and eastern 18. Slopes within project shall not exceed 3: 1, and 2% within 12' of the street. 19. Agreements shall be made where conditions pertain to permit issuance and certificate of occupancy if other arrangements are made and the city is not the lead agency in these areas. � � ' �82:P0' TC � � ��' � '� 81 7 F!� ; � �` � � � � � � `' ' ', ! " ; � I N ;,. �' � � � � ,. , `� �� '' �� � � 1.1 '� ' � � � 15" � � � �' �' ' 83.1 �ND � 82.13 IE 1� 4"x14" � _. �; , � �� ;� ' �; � I�'282.24���� IE �� � S=1.0� � � '' �� � � � � , . i�6 , „ » 292.0 TW 290.94 FS 295.3 TW 291.8 ��ND ,, +� - ' g ' , 4 x 14 '. 292.0 TW �285.0) G1VD .� _ � � � � � i, , � � '�� � � � � (284.0) GND 288.0 GND ' '; , �!S-1 0�'��� �' , , 13 S=0.5� 283.5 GND 287.1 D TG 288.20 !E 294.2 FG 10 291.7 �EG 302.8 TW �97.0 GND ! 299.0 GND ,� , , ' 2 8 6. = F G 1 0 285.10 TG � 285.60 IE 10 289.2 FG �91.0 FG ;�' 288.1 „ FG ,,, , f; �', � 82.4� �T� � ,� ` .,� 283.77 TG 10 8 � 285.10 I 282.72 I �� �' .� .� `.'.. 8 _ 294.8 �iD 1 0 `' 294.7 FG 294 5"�G 4-. � , � f q 6 ;, � E 287.50 IE ,,,; ' ., 6 15 � 3:1 � `,' \292.80 IE .y � ; ��81.76 F'L' , � 282.27 IE ,� 25� 85.0 FG ; � ,�, �. ' , ; �25� , 289:7 FG 291.9 �'� - � „ ' ' � ' ' 81.8� IE ' ------ �- --- -------- ---- - --- - ------- -- 28 4 FG ------ ------- -- - ---- S_�.0% _ -' , ,_,- 33� -- ----------- ------ , 292.7 FG---- _ _ �; �, � , - - - - , - - - - - - ; v �, ; �� 81.8 Fl� --- - ------- ----- - -- -- - - --- ------ ---- - --- , ----- �; „ ,, ;, �� ,��� IIN _ ---_ _ � _ ^ �, SD � - - - - -�-- � �- 29 0 �GND ; - � - , I � i i , i i I � -- _ ..,4._ , : o .��� 33 � � � , - - . - - - - - �. ,� . � - - - - - - - -- - - - - - - - � � � - � . � ,� �- , �-�-- _- -�- : _ , .- o _.�.-_ _ . ; , i , � �n� _ � ' ' Ni�_; ;; ;j ;, \ �;,_<, , �� 0.5� , 285.9 FG ,� . - ; � � 1 759' 3� � � 2 0� � � � 9 , '.� �,, ' � rJ% / ,' (V �' M ],�%• M ;� -, o r I . % � � T , t . .00 FG � ; , � , � .- , , i, � � � G �; �o ' / � ,. ' " � , , ,, . . �. , � - :- :� _. .__ _ ___ - , ,. , .._., ` ,, � 81.�, : �-' . , .,,,_- : ,- - , » - - __._ .__. - -.__._ � 5 c; : , � , � , : : � , , ..,.- - - - - : . : , _.,,.. : , � , � , _- ......� .__ . � �- , �� r� �, 2. _, 3 . , ; ,�, :: ' ' ' `�� �� 1�81.8� ;'`, „ . I 0.5� 283.96 TC = : 6 � 293�45 TC 1 ' � I � _ � ,� � : 3 9 ' 288.70 TC � 90.90 TC � , ; .- 1 , ,' _,_ _ - .a o a �� 2.7�' 2.33� ' .15� .0� IE ;E3� % s I � ��,�"' 283.54 FL 283.29 FL 4 �� ' 290.40 F ; � �==4.4� � � 3___ ' 4 1 5� 2��.12 TC �. 2.0% 99A ,GND , �-� �"�90.2 FG 295,.6� -��. ; � I ;-' 288.20 FL � L_-____ 87.9 FG-'� ,-� .-�2.95 F.�-� " _ 1 ,, � ; , :� �. , ,� � . , � � 4�82.6� FS �i; 282.62 IE �'�� , o -� 291.3�- C b� '�' o '/ o Fl o,' 294. fi"� TC J S-0,��% :' M 29.2.39f "tC_ 0 293.65 TC �, ,� �, o � ,, �' ' �' ' �; 283.73 F „ ' 2 ; c.i 289.40 TC .�y`G`�� GB �n _ 291.31 TC cn 2 ,�.= %' � _ � � L' � : ;� �� ,�;y�y. , 2.0% 286.16 TC � � '" 1 52% ' ?90:94 FS cv �" 29�.7? FS _ _- 2 7.80 TiC , � , r! 82.84 ,� ;.. ,� ; 8 286.73 TC ,i" 5 ,' =' � ,.- . ��'" g GB ------- ---__ __ %� , '� .� 289.00 IEL IN � » F- S= . o I �_ � � i , ,! , '. .,, ( �7.0� � 2.7% - 288.90 F , . 290.81 FL '- � 4 S ----- %`` =293.78 E� ' _ 3 `; , �; cn : % 293.1 L ;.. ; , ;, � ,�. � . : _ 285.66 FS ; � = � = ' : ' ._.---- ,�` ; .-� - 2� .30 , ;- �-- .:= pg F . - - 286.23 F$ , , ; - , �90.81 FL ,,._ ,. � � 93.36 UP,- 3:21 TC ; =- , fi - ; 297 37 FS 6 , L ; ; �; ,; -�E Y-L �; S-0.5% -�-- � 1.5% . � 288 90 IE OUT _- o ,,. , , - .8 _ � � "� ' ' ' 286.33 TC ---_ _.} -•--- ; �.. _ _ . 291.58 TC 93.34 -� 292.71 f� 5 2 7� 297.56 TC ( � ; � ', �2.0� LI�' ' %� 1 291.08 F / ��/ 1 293.98 E :��-fiC J 1 75� 1 n' 1.75� `� 297.06 FS 1.34�- -, � ,', : � � � ; ,, o 0 , �- a �, � ; ; 285.83 FS � � � �. , ,. � `=,i i�8�.04 FL � ' � `� � ,, , ,� � 3% � ; ; , � , _ 0 29 _ ._� _ ___ � , � ,, ,o' ,, 293.� 4 F _ _ , , 1. 43 % i: - ,, _ , 1 , ;� � , ; � - �. . �- � , , ,,� � � -�- � . ,� r- : " � r- � �' � ..:;,,- - 2�5�4 ' i , �. ' � � 8 ��.96 FS �-, � � � � . _ i , .�4" FS , , ± ; �.: _; : . ; ,, , ,, ; '; 4�K% 4.--' ,- 2.0� S , , _ . . " i -' �' � � � , .78 TC , � 2. , - �._... _ 1 5� , , _ _ _ 290.50 IE 4 6 ' / 9 T 296.57 T � ; ? ; ,' ,� .,, ?'; ,. s.�� �I � - - - �, - - f-. � - - - - -�-�- _ . 0 1 � „ -6.5% 'o _ ' 294.99 296.07 � ; : , i ; ,; , , � ;28Z��.37 , ; ; �_ � �,�? 285.11 FL 3 28�6.58 TC �, ;' `� . �' � o � i � � � _ , 2.44% ,$ , 290 58 IE 6, � �' , ; ' ;' � � � 294.48 TC _ 7296.63 TC ; I �� ' 9.15 TC 90. TC Y 2 S 4 4� ,. .299.4 GNQ � ' ` '� � ` �' $6 IE ' - 1 � ; o o, �:-�-5 I�� 295 56 � ' �� i ' � 1282!3 � ��,�^��� � :-� � 0 • L� �� 2 ' S 4.75% . „ ' � % �294.29...E�i�f , � _ . :.. _ _ � , �286.08 FS � ; ;� b` ` 290 94 ..F� �-��" ,- -�93:98" �i2 �; j T � � 29 2� TC 95.96 FL , . � � i: ' � 283. I E Y� %' ' ,� 289.65 FS 29E3:30 FS o � .='' ; � ,- • . � ` i� �` ' � � ' - $0 r o �'� / 289.76 IE 6" c.i � � % `"� _ ' c�- 1 _ � � ; �293.63 IE IN i ;; r � � ,, � S� 1 `� ,'� �, O 293.48 TC �� � �� '�' � I, ,� � ! 287.90 TC�� 28 :84 FS 5 6 ` 9.68 I:� � 292.50 TC S=24% , �- ;. 1-fi� - 291.55 IEL 295.06 FL -- `\ i: ''' ! 284.3 FG ►�i M S=4.75� 8 „ � � f�= �� � 292.98 FS 293.53 IE 0 ; � '"� � �, ' �; ';, � „x 14''' � ; � 283.53 287.40 FS fi o , 28 29 �0 TC 29 .00 FS ' � _ �= - ,; j ,��_=� � ,n � � � � i f � cr i" i '� i � + � Ii �' ;`� �=1.0 �o� 8 , <<' ;b�`', � I ( 282.�� !E ,� � 2 4.8 FS , � C 0. i 2 .40 FS ,, 0 �_.. � N LAND AP �' - ; :' / � S C E �� f' , � ;/ , � � , - � .-, ' � " ; �..-'�� SWALE � , �\ �; , / ,, `� i �{ ; � ;i ��� ��;�`� j'�� � "' � � �� ; � � 29�.50 IE -�93.50 IE '� ; ��' _. �, � ' I i� `��c� �:14 TC r i .2� , '� r. �� '' ,, � i' '; i ;; ,�.�� t� � � I�.-r '�� � 6 � 7 � 6 � , _ � , � � � �- - ; � � r' / �� � � i , ` ' ,� ' �� ' '; t �� � � _ - -- .24 FS , »; o , �� � - _ 93.11 � � .. -,-- ' � �%� � . , ; ; - . , , 7 4, , , : , � _ - % ' 3 50 2 .98 1 � j% �ti I i � I � � � ; . 0 ;� 0 6 , N='' � - � -�/ � j� � �� -��_ -� o i �� / _�;(-,� � , • , , , : ,. . ,- i - �' l % � � ' 8 ` IE _ , „ � : . , i . r� , ,�'S ; � , ,;, 285.80 IE ,- - _- : � ._ - . --� ;; ; _ _ » � , o � s. � a /� %' � � � " of 1 b. / i � ;' �__,� '�'�'' .,.� �; i x 14 ; � `, ' � .7 FG S� .1 � _2.92 � _ �= -� 7 , -- " / �� � ' 294.98 E.�' .-.�.. �-� � � 6- rn , Q, �=`� �� c•, a� � ' �' / / � � �'' '�, , , ak - . , , ; ; . � , � S 1.170 . r Y `��.._ ' ; �; ; -1.0% � �,,�<' � �, �` � .0% ; / .0%� i' 29�:�0 FS ,- ,- �' , �2:-8%-- �:41 �� �' 2.5% T',� ' •- �- ,;;_;�: �' ; I / F_`� i i I � �� � �;� c,� I ...-- SD ; � �. , - / 293.�0 I 4 �, �_ i < �, _ , . _ » , , . � ,� , , , ; ' ' �; 1' ;' v i �'i t <`� � i '� . o TC , ,-- ' 6 �� j %" ; ---- �---- ; ; i J % S=1 .5� g„ % ; � �. y' %' / % � % _ � ; , I. ; ,� 1 88�' 8.96 � � 293.50 IE ,' ;; 294.80 FS �� Sp 290.28 IE , ' ; ' I � � ,,- � i� p - _ , , i , i / ., . i \ � , % � - ,. , ; � � � , , ,.. , I ' ' � 28�.�1 'CC� � '288.46 FS �� . �:-- ; � � � ; , , , ; ; _. , ,. , . _. , „ ( � - 29 .50 I E _ 289 90 I �; � t 293.50 IE- � 7' ; 294.98 F � FF-29� 00 \ --- », - I ; ; , , , ;._, ._ , , i i ; ��:75 TC %' ---�- 28�:$4 FL; , , o = I - 7 �- . - .00 - - --- . , , y . : . , , : . . , , � , ; , � , ; � _ ; ;- � _, �_ - S= . o , ,, 3 , , - � , �, � , i , , , , � �; -'287.25 FL ' ; �' ;- ; , , ; � � , , - � - - � , , � , ; ; % . . / i FF-�9 295.22 T �§�, � i i i � �� �� i ,i� �/ , i � � � ! ' � ,/ _, ,/ ,r � r�- ._ j � /� � % � �%i A 4 72 /� � ' % �" � _ � , , 29 F � � p/ , �r , I � ,i , � r ; � R , , , � S 96.70 TC �, � y.::; � i ; ; i� �� ; t, ��� ,�_�� � �-� ji .- , , � -- _ i ;- ;� .2/O % '� :� � � i i� �, � �� , ; , , �:; �, ,� .: �; ,��� �; _ _ _ 4 ' --- __ , � _ _ 96.20 , ' a ; ; � , ,� �-; , �: , � � .� �, , M , � ; _ ; / - - - �� 296.63 TC ' � :. f � , � � ;, ,. _. �, ; �;, „ , �;, - ' «- ; � , S � 7.7� .% � � � , � � , ; � ; ," , ,� � � � - _ -- � i � _ 297.21 FS 29 .2� FL , ,. , � : FS ' ' ' 296 13 ., ; �, , , . ! .i ., , ,.,,t,. , , , � ; �, ; ; " _ ;' f' `� • - � , � 89.72 ;1`C , .: ,, , 4�, ; 6 , -, � ; , : , . , ;� , , , „ , � , � � - ., , , ; , %' ' .95 . , , ,. � ,, � t, '' _ / . ,� ., �, � , 289 2 FS � , �� . ,, -� , ; � � v „ , ; � � • � -' = � . � ; � � = �� , 294.96 FS � S- �0%� ;, ��n __ - , . , - � . , Q � , � „ „ ` , �_ � , � _ , ; �, i� � , � ' o � � ' - ' ;' - ' , i � ; � ; , � � , . .- , ; ; � ; ;y' � f � , _, , - , �, „ . , �: ', � % , � � , � ; , , , _ , , , �, ,,. , , , _ , , , . � , i.`•. . . ; _.., . , , . " . . . . . , ' . 'r - 1 � -'� / ` r � , , � �n ,. � . ,. ; � 294.96 _---._-_. , , , - - ; � __ % ; S , � ,, ;, „ � -��<;, �, , , ; ,' ;; ��: W. ,- � , . ���: i . � ,�, , � � _ _.. ( � : -� _:. ; - ; � -� 12 � - . � � �� �� ��., , ; � _� 2 , ; , , � , , , - -, , I �; � ,; , (. _ ,_ � , , , , , , -� � �� 293:�ro� IE � v�i 3. , ,, , � , ; � , ; ,: �; I ;-�: <;; ; � • - : , ,, ; FS T�- � % ,. 297 1 2 2 1 , �.:,- ; . . . _. , ; ' ,� -' � � • 2 � . - ; N ` i , ,�' o i� • 1 ���. , � � � ` !=' � � i, �� ,., � �:: � � � �� ; - .-� - ;- �. �� ;� i ;� �� ,J , .. 29 �; . �� � ; � , �� � : - . 91 IE � _ --- � �; ; ,.� .�� � . � ; - : , ,� ; , --- - -�- ; � %� � b� �2��. i I 297.6 TC 298r: TC 299.8b TC 4.98 I 1 � 5 98 2 -"2 99: ;; ;! `��� i t -� I � --- � ; �3.50 IE _ C „ ;,' ,'� FS ; '� _ ; ; i , . � «.- � ; �n � -._: , - ^ , , , , : . � � �; ` '�, � � �� 9�.�93 TC i 7 f 12 , � �' � ; . . 294.76 T c _ �.- - - , �. I , , '.. � \'��� �i �: v t a ;�� : � ...-� ... �' ��, '� ;' r, , _. .,�%' ;: ; fi � - � _ __ _ ; . �� � . -290.43 FS . , ;' N �. o ; i ;' v :. , , ,� 294 26 FS 2 , �� - _ - , ;�� �� ,�: � - � - -- ,. ,, , , ; ; g _ , � tS 6.9� - ; , - ; :; . � ; -._? �, �, � �, ' - � ,- � - � __ - - » 1 _ , , , 6 . .WIDE. S W , , ____ ; � ; _ _, , ; , _ , �� _._ � _ . � „ . � ; ; -. » .- , , tE - - -- ` 1� 293.50 I I � , - 7 , ,�,, ,. , , , ; S-1. ; , -_--- p% 294.98 . FS , , �. , � cv 6 ; - 0 293.'12 6 --I ; ,. ;. , , , : ,. ,, , � � , i i, . ,: �� �, ; �= -. �i , s � , ,, ; � � . �� �"J , � r O �. � �; , � . �:, I I 7 i 293.'0� IE 8 / ' ;, � � �i " I � -6.0� . A , - ; . :, _ : , , , � , ;� , , ,' „ , �� � r ; ��� I � ' ' ��� � ' !I � � ;; ! i � � - ' �' '� ' I , � • n� i , 294.�8 FS , ; � � � , , , ; , , ,, - `, i � ,, n . r, � - l. , i - � ;- , ; , , � ,: _ _ _ � • r / � V : 11 ; C� p , , , , ;_ , � , „ , ; , , ,. o -__ , -. �i cn , �_ _ � � 5 5 , ' I 2�7. ; � , 290:'i7 TC � ' ; � ' ;' 293.50 � lE . . _ ; , C.O. � 1 ; ; ��,� � � i; ;-� C �, � 293. o _�E , � �' � ' ' ' ! , � �' N � ;FF=2�9�:5� FF=295.00 _ � --- '�� i , - � � __.__ -- , - _ _.o _.____ . . __ o._ __. _o___ o __o - ; 'o ; 28��7 ;�?� , �, I ;- �90.27 FL o iJ " SD � 295:�2 TC� � ,_ 294.(15 FS 296.84 TC � � ' � � � , _ � � ---. _ _ ' � o, � I ' '� � � �, ' 92.12= �C � - - = ',; ;, ; ; ; ,,,' , ;, 4�, - � ; ; � 295.12 FS I 296.34 FS N N c.� :.r � ' ', ' ' �` I ( ' �2�94.98 FS ` ; _ a9�4.48 FS 4.98 FS . . . . _ . � �' I _ ; , '� ' � 291.. 2 FS �; ' ; � - . � -- 295.50 TC .- �- �- .-. - cfl , ; 2 , ., {; , , , . , , 1 ;� --- �,. �*, ' -. , , ,, .. __ _ , .._.% ; ; ,' -_ - -- _ 296.01 TC 4'�` " ;' ' ; , t i . �.� ,.,.�� � �. �� ;� �� �,H� -.. i / '' � ' � - � � - - ,T GB - - � ,' .-- `, �., '� _,. ' � � �� ' 2.5� _ , , ��:: . : .6 _ / � ,� �� � la' - , � . , ; �` % . , � �295.51 FL _ I � TC � � � , � -� - 2 . C � , , �� �.� , ; ; ;� �� ,� �'1 • - _ _ - - %� ; ,', �. 1 FS ; , � � � , , , , " 29�6 � r � -- -- - _ � - ; ,, � �' 2 �, � ' ��,� ;� ,-' - " =�� � � ; �� ; ; S=0.5%� ' � � � � 4���98���`C � , _ = �� � � �� 295 00 FS g � � _ - _ 2i87. . � 33� �93.30 TC � .� �� � _ ,. - � - � -� � .18 S�� _. ��,, I , � � 294.1 F - � TC � , � � ;F- ,, , , � ' � ��'� - � '�� ,; �� �` - -- - �� 2 7. •�� ��%�, ; i� �o� , �� = o ,- � , , :, ; ; ,� - r� ; 2�4`�4 FS -+�- 291.14 IE 1.0 - ------ , � G � 292.80 F . . , , $ -� , 04 . „ , , , , i�, ;-� , , , , ; ; , � � i - -. . , ; , � , , . ; D , . . , � 0 2.00 TC . . = , �_. ,. , , , ; � ; ; ;. ; ,� - '� - - 290.77 : -� , „ a , ; , , , .4 Yw ' � � � 293.50 IE�� �� � � -�y�� �t �� � ,. . � � � � � ' , � 294.33 � 3 2 , , . . �. r�-� � � , � ` � � 292.5Q-�E 299.81 � TC ,� �� i I , i�, ; : , ,, , _ , , ,_ ; , ,, » ' , � 1.50 FL ' % , ; 29 . 6 `-. , ., , ,,, � ,,- : ,. ,- ��� �, � � � , � ; � �, 2 �E : , , ir , , � 29 ��3 TC ; ❑ o ❑ �9 36 FL ; � , 294.40 T � � ; - - _..� � 293.20 TC� � -� ��; �, , � ;� , ' _ -O.i 5% �i„� �� ,;' _ _ � �� a� - 299.31 FS 1.0� .r� � ; `!� '�. ;i -��4.03 FS %'� 8" _ " S-2. � 292.90 IE 29 .16 TC 1 S� 0. 5� � � � �� � -•.-- /� I �, �� i�' ' 2.7 � F � �'� - ' ; ," � i' o ',1 „ 0 294.50 TG ,�, -- ,,�fl6.83 TC 300.88 TC � „� , , , ; . � , , �' S = ,; ,F-sr-- .._.,... - � `"-� o � �� �'', i - �.58 0 `'�o� 0 294.48 FS v� 29 .66 FL 9 298.7 298.84 TC 300.33 FS '' � , , � � ���, �� '� ' ; ; . . - ; _ , � `�,, � 2% � -�9��.-9Q IE � ; . , , 292.64 � IE 8 �,� ������ ,� cn � � ; 294.33 � � - ___ _ - ____ _ - 3Q0.38 FL . ;� . . . . , � � �` t cn tn �� - � �d 98 F ; ,`;�: yr a : , ; . ; ; - 5 �� �•, . , �� -_�, _ -� - �•{� --- -- - _ , �- i r;�, � � � �.� 2�'4.$6 -.F �. . , � � t � ; % ;`� » � 2.56;'� IE 1 Q `'ti 4 -_ 298.2 FS , . . , ; ��,�� I, I ,�� . � �� � � FS _-_ �. , ; , , �-� _ ; . ��. ; . . , , , ; ; ,� 3R , , �' '" � Q �, , 4 ; : _ R . , , .` , -ei n= , � � ; 3.5% � . -- �'� i ��, ,, ,, ,, , ; , ;. - 1 � i' .. -.�-�-�- , , , ` ` 1 ,. 1 , , _ , 2 0�' . . . . , � ', � �:�::�:�:- S-2.25 0 0 ❑ ❑ _ _ __ - 2 L � � i I i , � -�-�-�- �`- - , - .5� 294.98 FS , ; ; ,; � -5. _ _ 2 ` ::�: - - - - - .5�' � ,.1:5� ' I _ � ---__i, I �i .' , �,% 292.29 C _ � % �� ' � ',, � �, �S 2� , , _ _ = R R � 1 1 0 � 301.62 TC , --_ , � �6--' �n 3.88 TC .. �` \ F� 29 0�0 ' �3 S� SD >, . , ' ---- I ,' : ; , , , �. , ; ; ,. , ;.�, `, ' \ `. ,,�, , � � , � �� „ o � - .12 FS o � ' i ; 291.7� FL � � , r � , � / ' � ,` g �, . ; , ,, � ; � : ``C.O. 292.� 7 IE 6 291. � `�98.60 TC 300.45 TC a� ;� .�° I , � � 2 3Q8 FS 10 30 , � , , , , : , , � � �__ ; ; . , : , , .,�� o �. ,- � ;_,� i : ; , ��, y - , �� ,, , ; -__- , . ; ,; ; , , � 93.50 IE o „�-�'��, � �� 1 1 - 291 7 I 0 aa � � � � I; ; _: , , � ; �, , , , - - � _ . = S- . o „ 8. --F� , FL , , 4 3 __. , , , ; � : � ; - 292.�0 IE 10 - 295 17 S ;S 0.58� N . , � � `� : ; ,, : � 29 ,� � �9 �. ,. � � �-. , � - ' , ,,, , �, ; ; . � a �i , 10 . , �- ��� _ � .. , , , _ , � - � �-_ - � � �' � � 2 I i 2 , � , , - - _ . ______ _________ , . � 1 0 „ . nJ ;. � I� , � - ; ; , �F �--_ ; 1. t -�l ; : � r / � i » S-O.� 'Ol '� � " - __ " cV � \ ' ; . � i �..` � '� - 1 ;- > ,� % � F EG » � � � � � 2�4.64 ;TC > „ - _ _ 6 IE 1 \297.95 TC 298.87 TC I �t3.88 TC , . , . : , , ,. � , __ , _ _. ,- ,�, s � ; , , S � , - , , ,: ,; ; , , - : % ; ; ± 291.94 I E 6 4 cn 30 . . , � , 293.85 TC _ 8 , ��- -,o - 5 �g9.80'TC I � , � � : , � , , ,_ , _ ._r , ;,. , _ , "� , i+. o ' , 4 ` _ , ,' , ' ;' ' !' ' 3 i '� - 1 98 FL � �'` , j ;. _- ' ,c�i1 -'� __ 6 - _ 297.45 FL .37 � ' 29'�4.14 �� 1. % _ _ - 300.38. FL ---; -., , I; ; ; ; ,: ; � . , 1 �, � � 293.18 FL ,, ' S=0.5� � � .,,, _.- � - � �2 . ---- --------- �5=� 4.8� .5� _ , � 2 ' I -----�� � � , � ; � � � � . _ . � � i � ;' ' �• ; �--- �' 290.85 IE,. \ - 1.44� ', _ ' 2 BW ,� . � , � � , 291.97 ��C ' � - � ----- \ . _ � � � , , , . 0 _ __ . r , ; ; , ., ; , _..__. ; ; � � % � � - - , ; � � '� ' ,, ; � 1 30 �.EL � � �� �-. - ; , -- - �-�--� , _ _ , , , � , � - � • % 1. 2%; �' � � �� ����� . �� � � 1 297.45 TC ; '' 1 , � 3 '3 ; �, ; , ,. - y � _ ___ , .TYP .5 GND � OLD f� , -> I , � 288".27 I� ,� -' ____ __ -__ - , , 293.96 BW o 290. " T� 295.21 TC '�J - � , ��'�., ; _ ❑ _ 98 IE%4�� 293.7T-�� '� � 3 -■ 296.95 FS 3 -+�- 3 �-= '`�-. �,��; ' „�t��,, l � ;' M � ;' , - 8.17 IE 0 ;. ' ��, �- " _ % "" =' �,� 290.82�f£ 8 �', ` ,,.1.� - � ' '1,,0l,; . N � 295 56 T 2 9.98 1.0� .5% 1.0 -' 1.5� .(dl 299.37 T -�f .5� �,��> � 301.7 I iT� � � � ,; : , �'" _ � , - � � , i 293.50 IE -= " 1 cn 5 29�:�J8- iC �- 29 6 298. i 4 TC � 298 01 / i =�".75% � : � ; "� - �' � � _. _ --._.. __ ._.._- ' !l '- ,, , -' � � S Q.5 ° � 293:�8 FL� - - � ,, " ' 294.70 FC 297.64 FS , 2�8.42 .8 ,7,= 0.31 TC 2 '^�=; ; 3 _ � _____ ,• 64 Fl . S , , � ___ ;i . R, , , ,. ,_ __ - , . . � : � �, _- � 293.8 TC 296.14 TC F 297 92 S 29 :64 T 9 N�V11 �'� 4.0 FS ;;� _ ._ ___.._.- ; --_____ _ .---� -- - .64 - 297.01 TC - I : ', - :% 4 c° 3��.58 TC `.. "" b�� , ' ". 295 o F . �,. 93.3 - _ _ , . . ' � , , ___ - -" ;-' S=12.8% 1 , �� -�94:�8 �FS -- ; 1.0� �i .__= 2 _ __ 5 5 Z39.14 FS '� � 2� � 8.�0 aE 6 , . : -�r � 293.43 TG / % 0 290.80 IE 4 _ � 298.i9 , 29 9 '� ; . 296.98 TC � ;� �Q6.35 FL TC � . r �2 9,��00 �� IE -�18" � ` . � � ,� 290.43 IE--�� ' '� 0.64 IE 8" �'� 296.4s ; _ � 29�:��1 "fE .�gg;i5� C � , 2.�� 302.1 TC '�. �.2 9.51 � � r,� � ' / ,' , /� , 293.50 IE � 2q; � 99.9 P =� .5 297.62 TC ...,�_ - - - 301.6 FS r , ,' _ - '� --�- 294.14 TC ; _ / , 29�:�9 FS , , , :;_. .: ; c 1 ' t �r � � � I � � '' S 298.6 . � , , -,, ,� � : ; � , ,, _�: � , �. � _ _ _ � , �- / . � - , . , � � 297.12 F 5 �: � , ..�� '� , r' ; ,` . ? �; " 93.64 F��. = ' _ FS ' � - i �` , - : ; 6M � � , ; - -i ; - `� ; ; ; ; „- ` � � ; 2 5"" 5 i" �� r j I i ` � . i O O � � l,,�t �' -. � = b� b� _ ° = % � ' � , � r, ' i � � ,, , 7 �,' �: - ' - - b� i' 17 � M i� � tli � 00 Oq �h / � ,' S ,- = � , ; � - . i � . � , .. . � : � � _ � � , � / r�i 1 „ � . _� � r � � " � . ... ,= � 2 :98 FS ��'. F 3fl0 � , __ __ _ , , _ r . ,. _----- N r- . _.� .- . � � � ° ,� �� � 293.5Q=.fiE -� ; 4 S o �„ _ �� i�i ,4 2 , � �; �,; ; I ( I , r:� .. . 1 lo 0 1 3 ' , � � � ' � � - _ 6 - � . 1= c�i , . � ga.32 TC . ,,_.. -- 7 - ° -- r- �' v 2 ; - 2 I �,;' - , , , �- ----- 3 � 5 �TC , ; , � , __ - , . . .2 - - : , ,�, � , \ . � � 294.82 �'S - 6.0% 294.98 FS. = ; � ' -- __ -- __ � �r' ; ''-, � � 070 �'C ' _ _ , , � , ;�' /�� 3�2.0 FS - ', � , , , . , __ : , , . , . , , � >`` ' � , , ,, cv ;' : .: - � ' � / s�_ � - 2 1 ; . 3. 299.72 ' I :' i "�"J� ` ;'� ; N -� 294..46'TC » 29 ,�� TC _____ 297.70 301.02 TC 1.0� 299.22 FS ,� : ;' ; ,, ; , ; ., �, , � _ - _ • - , ; , �n ; r ! - ; ' 6 i" `� ; �- � . � . Yi.� 1 �; \. i ' . � r ! ;' : % 294r � BW � 297 20 02�.36 TC -__ , ,�93.96 FL � ��� � ' .� - � - S , ;;� _: :; � ----'--� � � � : � � ,, S 29� F , �9 4 0 F FS t� :,, 0 ' � -- 29�'5 _--- --' � 294.64 FS L i � ���, 295.84 C 297.64 C � 300.74 FS 30�'.86 FS.- �/ �'�/ /"�� % _ ; N 294 76 TC ' 1 301.64 I� - y � ;��� , - � 94 26 1 �� _ _� � _; --� ��; ; ; ;, ? o , _ . 5 , • - - - - � , , .. , , ; ; . 2 9 55 - . , , 293.15 FS --' , 8�CE 301 4 FS , I . r �; ,•. �� G ,- • ; ; ,r > , f� . � �'> 9 .�0 TC! � " , % ,, 293.50 IE �, 8" `; 295.34 297.14 301.'03 TC .40 TC 3A ':06 TC` ;�?'�, ,, �� ,� � �� ' �� 3.1 � �:; :., ,� � . , �� .. 2.47 . .- , 2 FS �_. �,'; ' _ 2� 5 7C , 294.50 FS 1 _ ,� 295.1 � 8 F TC � � I ,;,. ; ; ._ _�, �-� 294.9$ E��� S-27.4% - �� •. . ": i ' -- _�'� ;`,�, 2 2.48 F �`: �':�,`� ; � �9 �20,,� FL' i ,� 294.1.�-?C ; ' ,ti . _,_, - � 2�-�:. 296.94 TC , 298.5 TC ' 300.3�6 FS _ 30 .90 FS 3��1.56 FS � � ` � � ���� ; (_ ___- ; ,�, �.,, � '��.�� , - ; ; , �� i ;� 293. ���:� IE .. 2 50-�+E � - _ 30 FS 300. ' 301.47 F 1.97 FL ; � . � _ `, � � ,r� ; � ,- . ;; �; �. � . � . ' . . • '�` ' ,����, �� , <:�;_ - � , � �2 2.66 Llf��>;� � 1 7 - - � .0 . o , �� � • , , ,. � - � � : ; , � � �_ , � .: -� 1.0% 1.0��� 0% o � � 0� 1,�p 1.09' � � �� , � 296 44 , �98 0 � '� � � � , 293.ss TC � 12� . � - o ,i� 5� � � 300.45 FS 300.5fl � FS � .0%��� � , _, , , �� � �_. � �, . Gi--�� 300.86 --� --- ,_ , - �� � � 2 _;F�: . ' � � - 6 3 3 , � , � �- , , ; � 2 �:fi� � , 0 1 3 � _ , % 3" � b� � � � � , �; � � �� �� � 292.91 TC _� , : : � - � � � _ ,� � ; ;. , ; , ,; ���., � , , � . , � �" o � � , ; o _ ; . ,. . . � .7 ; � ; � , i � � ,; , . „ � �• ; � , _ - _ , �_ _ , _, . , ; • - � ,�� � � , ; - ---- - -�.. „-�.. ___ , ; ,, , _ , , ; , � � � 292.41 ft, . r ❑ o -� � � ; � .E-. : 0 .1 �� ; _: � : � � � ��, � ` �; , � �. , � � �� � - �� � 293.02 _ - _� . , ,,__ , � - 2 � �, , � , � , _ _ _ "` `� j �� ;; , � � ,,� �, ; ,� 294.94 � - - -�-- � . � . ; .- , 6 % r. � -, _ , , .. � � 30Q:'�7 FS '1 �p � , . ; - � ; . ,���;-�,;; , ���. ; ! ;, � i' ' q. ; � ;' 2 �9; ;� ,, .� ->, ...--- � ` "'_'_ �' ' ;� "'- % 1.0% ', „ � � ( 2�4.4 _ _ "�'- " ,l �" � r � 302.36 TC ��' I - - i -=--�., ��; �r �, j t.�,r� � � � aSD-,, � o „ SD 293.&4 7C �4_ 3.0q ,�� 3.0� _�. 2.5� 300.48 �� , 19� , '�- T 1.0� j' � '` I . _, , `� -- --'' � - �,... ; � it ,� ^ ,; 2�C�% , ` ; � : _ �� ,•,��...�,-- � i �_ :� �'��: ,,� .. �:�,_, ��294. 2 T 289. IE IN 8 �.. � � ; � �� 4 - � / 1.8% - ' " 3 4 � __!___._�._29$ f 301.13� C 301.74 C � ! , _ � �; ,; - - s�� �; _ ; r � - � -.�- ' � _- -- .�J$ T� . '�,. , � j, ��� 292.97 FL � o � �t� �- _ - �- 293.56 EG � b� 29�:84 TC 296.67 TC � � 2�.�9:81 FL b�' i 300.63' L 301.24 FL ` 301.86 FL � ,, � �;;,,, 2�rF.fl�..�t�'r., �;`-; i �� ' � �`� �i �� 293�82 F 288. IE IN 15 ,, �� S-3.75 0 294.72 T� o „-�•-- 298.48 FL '29 .00 I � '' � ' � ; � ���`y:' '_- 293.98 � , '° . 290.18 IE E �? 296.17 FL �` � _, 6 E a � , �'• .. � \' 288 5 : ' ,, - , ,, ; . . : i,, � �_;� r _�_., � 4 IE OUT 18 . � '"f� � 294 34 FL __ - --- ___ : � � � ::�. ,. i i » �3.82 294,22� FL o , . � yy _ _ �',) '" ' , - , 293 43 .,�� _ ,�; �, . ; ,r , , , 3 ,- . � - ,. . ..� �;,. p.- ---- .._ - �'�. O � �'' ,--_.,h ;; � � n ;�� _ ' i� _ F� r_ 290.08 I E M r�i ►ri _ : , . ., � � - 293.62 TC 8� 93 0 TC -- 2 �, ��,.� � � � ��-;� ; � _ , �; .py. „ � S-0.5� „ - - _, „ � 5 _ �' ,� „�-� . �, 5 � � �n�; 5 r.��� � __ _ cn � ��,. �, , � ; -�` ,� 0 8 CF- 293.15 �'S � n 5.93 TC 295.13 TC _ 295.13 TC ,� 297�9f>' � „ _�- 3bQ.27 TC '301.35 TC » �i � -, � , .,_ . ._. , � ; , ` ,� , � 8C CF �€ ,.. cn _ ��� �-, � ,,��; ;; �.. �294. � ;� ` `�., i �- : � 292.9"5 FS ' � 92.33 FL F' . �• _ 8 �� '�- .�.� ` _ _ _---- - - -_ � , - . � 289.93 IE , 2.2% . �' - -- _ __._._ 294.46 FS 1 - . $���F.3 I ,. ;..- � �� � �:x_> ;,, ,,�� v.. , , , ,- ;� g6. , 1A9� , 29�.2�__ FS �. �r �,,; , gg. I� � __ __ ___.__ - _ 294.46 FS8 29 .29 FS� . ,. 303.07 S ..___ ._ . , .. _ .,� � , �, � ..,, 7_ .� ,. ..�i ��- _ ___. 2. 7 = ' � 303.35 TC `� . � - 3.09�-+=.. � _. _ _ ; _, ;, __._ - - -. , , , . �. 5 ,� ; _ _ , FS - �: 299 8 � c� , � �.� $ , , , � - _ , . ; - .. - - - ---- , �� � � � � � -- - -- ---- - - . , , , �,� . . �-: . ,, -------- ----- --- ------ --- - - 9,:- , ; S 15.5 60 300 68 FS �F ��� . � cv., .. r�t.,, ,��, !, ,�. . ,,,, ,71....� �.. �,� , .., �. -�., ----- ----- _,- ---- ---- -- ------ --- --.-- 301.90 TC „ '`�� C8 CF ���, .-- f :��. � r, � . � , r _ e: o _ ,. � - ° o - A �, �.. _ ; . , � - ,_ ��, , � _. � , _ _ , _ - - � � � �� .,� ,_..� - - - 302.68 T ,,, � . , . , _ � �,: : � . _. _ � :., \ .. __._ - � . .� , , . , . - - . � . „ .. � _. _ _ _ - . _ _ __ , _ _ _ �_ � _ __ � „- � . ,_. _ , , .7 . _ __ �s3.96 . . . , „ �. ---- : ;, ___ � r�. � , . , _ - _ _� . _ 8 CF , .01 FS 302 68 FS _ _ , . , - - :� 94.�� �T ... 29 �C - _ .�. ,. . _ _ . ,_ �. . TW � , _ ..,_ . � �. - _ _ �. w 295 4� .�:� , , � ,_ . , _ _ ��� _ `3fi-i�� , . ,. . -� . . , : ,_ ., ,,, 4.3 FG � _ , , , �� , t -.. � „ , � . r�', , , ,: _ � , � , . , -� , ,. . � � - .`� � `.. _ ,, _ <_ � , , c-'---� . , , , . � . , _� _ , , c� . � � _ _, � � `� � _ , , � � . : , . , �. ., � , _ ; _ �� -" �= -- G`� 2 �n 301.23 FS r._ , i' o , , � , b , .� . , _ _., .. n� 2 , _._.. _ � , , __ ,t� � �,- I . ,� _. -. _ � .� , , ; _,. , , , _, `'� , -,, \ - ,' ---F � , . , - . _� . -- _ , , / � ,. _ -----•� . i ... , �i . � . ,. �. iC ,. ,,. _ ^ _ - , , � ; �_ � � . r .,. .. . . , �. . ., _.. , ._, , , ._. .. ,� .. � .-�.._. .. .,: , ��..... .. .., , , - �., . � 93. �� . _ __ ,, , 9 �G .� F� � � S, i . t J _i. s � .Q� .3 FG : , , �# ; � ; , r � > __ ; cv : . ; ._. ;� ., �j L � < __ �.. . :. ,n . ' � f .. ,, , .� ,,. y .. ,, , r c, � � . �... , J� F t N .�-�, � , , _, _ _ , , . , , �„ 0 , ���f. F� �?. . . \ , � . , 1-� � � . < r?3 � �, ` F � �, � £N I / � 4. L - - � r�_ �,,- 02.3 - - - - h 3 FG - _ _ - i. '. �-. .� ,-, _; ,.�. _ .� .� ,.., . „ . F, _. r. . , , . . 1 � . � 1'^ , , . � , .,_ � . . . �_. I - - - i. , , � , - _ � , _ . , �� , ,. . _ , ._.. ,, ; � . d � �^� r _ . .. , ., � { � � --- ,�; _ ', ,,. � _... _ _ , , ,����_�" . , `: ( t, : _ , � _ _ � • _ , , 1<,. _ � . , ,1 �c` .. � , -!'� ; : I .� ,_� .. �. �, ; _ � . ^ , - - - � - - - _ ��� - - - - _ u ,ti �r, _ . ,^.._, - __, __ � ,. , , . :�. _, - - - -----^ - - - - - - - -- ------ ---- - - -u- �_�.�_,� , i � i� , r.� ! v��� !" -.,`r-3 �..r C F �� !_ _ _ - _ _ _ _ - _ - _ - _ - ..:. ., .. ,: '. �. . . �. : . / � , ;,. .-.,, � - , r , i.<, �. x ,-, . �. ,--.--: , , � Cr��1 n�� . � , . y �r .-v. ._., � � .�y� ,,, U , . . . � , �.. -. '� '� . .. .. . : . . . ��.: :,. ; �. . . y . . . �. --_. ..,,� , .., , . � e�� :. � , , :� -._. : , � :-, .....,,: � . . . . ...� . , t � _ .. �� . .. R r . . .� - -_..__ . � , . .,-: . �:, _.__. �.., ... .. . .. �. . � , .r � � n . , „ .. _ _ . . . o __. , _ ..i . u . : �:. _ : . . � . . , ... , v � � _. ......�.. . . ., ,>� .. i � , � � _ .. , � �_ . . . . . .. � .._ � \ i i'- . �.. ,1.�. �r . , i � - � , .. . . � .._ s_ . � _ ',. \v, e3`5f.. .r .. ,. , . � .. , '., . / . i , ... !.: . .� i � , . . � l .� .. . , ._ �.. � . . �. ... , i , . � � _ � t. , ., , , Y_. > __ . � ... ; _ T: ___ -: ,� . . �� . , , ._ , , � �. : s � _. � . � <,. , �, : - : �. , , �, , _ , ._ ; , � � ,�..__ . _. . , �� , s. _ , � . _ � � , , ; . . , �, � � ; ; , �., -� , . � . ., _. i _ . _. , __. ,. . , , , , . . � - -_ . . , _ . _. . . ., _ . u r`�.- ._�__ _ ; _ _ _ , , i � � -�r � , t� ..:1 � �, ; ,.. , _ , , ., , -t-. - _.. ___, _,,,, � . , _,,_ _.- .. -� . � �.; - ,_...� _ - � ; - - - - � .- _4: - ir.. ,,, i _� 1�__.. .• �, -� � � -,. �- - - - ---- - --- -- --- ----- --- --- --- --- --- -- � ,. -__ � , _ ,- .. -�- ..,r. ,-.- � � __ - - .: . . ____ , ....,. . -- -,-, ;. �, „ ; - . - - - - _ ,.. , , _� :. . , _ ,,. ,. � _ _,__._ .. . _, , , ,, - _ ._ _: , , _ , : , .,. _ .. .__ -. - . .:. � _ _ _ _ _. �. _.._ _,. _ : .� . _ - , �-... <T � � _ � . . \ . 4 j r S .. _. _ . .. . _J , .� .. '.` . �_. , a, i , , > �. . : ... � . � . ':F i ' ___ . .� i �.. . . . ... . .. �. �. � .i . � i - ..� ��' �. . . . � , �.., � _ .-x"'c�.- .. "-rST+- _ ".c--ra_ " "' .. .. _. . , � � _ : .-. .. . . . ..., l ; r.'�' �- _"__ . __• Y "� _ ... r. . ,: . . ,. � i . , • �� ,:v._. .� __ - , �\ i �� _ . .. .. , . . 'i. ._ _, �� .--.. ._ . - � . � __ _ . .. .a � , r-. . � � -, �. i5 i . ,.., . _ , - , . . - _ ' . - i � � .+._ .. , : c�Y . � _ _ - _ - , _. � . � . , , � , ,., _ -,� }, , �-. .� , �-_., � � - - - - . -- - , _. , _ , _._� � : .. , . � ;. ., . , , , __ , ,. _ . , �. p �. . �, _ , , . T = .__ .:_: _- , . , __ __ __ . _ _ �- �t � � - , , ; � � ��. � , . . ., - - - - � - � , �, .. . , , -,.�..�,.� _ _ _ < . � .v�.-,-�.-.�-, � �. . -.. i -� � . �' - A, -- `n -_ ._ , - -.. - ' m' � . �. _. : �_._:�_ ... � ��. "�. ' ,� ' .. �`� � 'i ' --f. , ; , � � ,. _ , _ , _ . _ --.� � , .. _--T -w__ __ . _ , _ i 30� _ - _ _ r , , . � ---�--� � • t , . , _ Z - , _ ; �- 5 _ � � , . . _. - .. � �. � _ _ , , r ,. • .� � � _ ___ _- - -- , �-Y- Z�r�A ,: , - �. , __ . > N , _._ ; , . . ..,. � 4: _. � , .... _ , . � � _ r __ ��.,--� �. . _ . , ,. , . , -'f � ... �, _ ' ---.. . � . -. .. . ,... ., � .--.. ,�. _ : .lVL.T , -. . ; .. _�. ... . . , � :� - r � c �J.8 FG , �} ._ , s , _ _ _ �. .. ,. : � t_ . . . , . _ . , : _ . ___. . _ , _ - ��_'- - _ _ _ _ , _ . . . , . . _ , ,. . _ � . . _. . 3.7 �1�V . .. 305.3 , � , . _ ._ _,�� . , , . _ . .. .. ,. . _ ,_ , , _, . , , , . �_.� . . ._ _ � -r.- __ � , _ .. � _ ,.. . � , , _ . 3�:�3 � �L. �:TV�t _ '3�:� =�; ,� � � ,, `. . ,... � , r- � _.,.'��;�i 7 _ , � ...� . .� ... '�*. „a�. . 3^�:` h :�"� ...� �c ��;___ � Yi.., '-.:.-C-�-► I � _-i _ � _ _.' _'� __�_� ' ' _-_ �� � =' __�_' . ,.� � _'� - , 4. _ �: � « �_ _ �.,�� ,� ,; 303.1 FG _,_ - - � ; ---�-� � � - --- --- � � .. . � , r-_ -- _ ,. _ .. . _ - - - ---�r � � : �05. �'� 30 .1 FG � _ - `�- _. . , ;, , � 3 _. 5 _ - , t -�� --_�-{,- .3� G `a' ? ' _ 1 --- , � - � ; � . . , �,. , � , ; ; �. . : ,. , r. , -� _ , . . .. ,.. .� .. , � _ � .. , , . ; � =, �= -��. . - �, . � _ . � � � - - � --- - �._.. -- _ - . �""" ' - , _ -___ -f`-_ � _ . . . �- __ _ a�. . ,.,._.. . _ � i, . ` _ _: _ _ ,_ . 3 .6 i�:_, t ; ; , - __. �,{ � �" � '� � y , _ .. _ � .� . . G � . ____��_ . � . , - _ _ �- �- �' , �_ _ � , . , . . __ __ _ ,. ,__ _ .__ .� _, G D � -�------_--, .---,- . � , _. . .�. _. � _ � ._ ,� ; ,, .'�- y ,. __. _ ; , � � _ � �:� � 305.��FG- _< ��. ; ./ �, , , . ...,- ti ____.: . . > x.M'. � , _� , ��.:a,`.. _'y..��..`!�. . a . . , .. � ,. , _ �. .-r ��-t .�-�s-.R' ..., �. � _.._.__. . � ! . -�fz, , .L / '�--Y� . . .. -._..... � . _.. � , . . L _- . '�-... � � •.: . Y, .1 � � . �. __ . _..�^. � �i ; .. \ i . .. �i . ._ . . . . : �i.� . . � .. a..1 ,�. _. .. J. i. � t( - . -'__ '__"___ . i O . . . , F J i . . ,-n. , i _F� : i, � . r , .. . . �� 7 • , . . , ...�._ . -._. � . .+.. .. . i .. .. , , .. <..},' . . . . � / �i . � ..-.c -, . . , i _. .. �.. . .-r : . �.}���y�e� . i � � �. ..., ., X . . - �P : 3� �. � i � , . . : . _. _ . _. _ _ , . r � _ . x � , , ; , . _._.. -c ; , , . ____, � . � r 3Q5.2 T1N 6. '7W � : �. , , . , --- _ -,�,�-, __ , - - -_�-__ , ; , � .� , . � . _ �< < �� - 36 _ , l .t: : . .. . . ..U- . ! , ... .. ..., , . .r . . ,. �-•-, ... . �- ., �� ; � ,. �. � \ n `.�.-� 'r. > - t - _ i� � 4. '✓ 0�. , 1 � `�"-�. - � � _ � ! )' ""`..a-.� \ '"'}„yfc,--r+�{-i^-�- � i � ,� G I- /•�, o . , I _.�. _ c, E'- .., : i � . , � � �� : , , < .. �. 4 r v-�.-:._ � � .. : .., . .., r � ;r-._ - ---- .� �� ). :� � ���.._L .� �:�� � r _ c 9 ,� - � �. -a.� - � -- � i. ,.-� , r � v- . _ / i: 1+.. r ` "C . 4 . 'Y• .�_ _"` ' ''`�..._ :P�.. I / , i 3�. :r`hC . ,-=�.._ - - �, , , 1 y� V - ° fr 6 i - �:f. ;� �..i � �'� - .�� . � , i � _ � ,,. ., , � � . O�. 1 7 G�, i� i� 1' � -^i I � �i; e � I i i �. . �%i. � . .. .. _. . .i.� ..: <. ' �/ � _ �� � - �� Y \�: /' ~l . �'- a"_lAi=�� �l �. . �.l �. .1 % - f ., I !r � \ � V �'J Y " �"y^..�. - � �� � /. �'i { l�\ �'_� '- { - . ...''v.-:.. ^ � ". 7C. l J � �. c t� - � � 3.i'.r.$ TVI�-- �_; � N` �4 - ��� Pl�.:. \� . •i. �f- ---`�t-' Id �n t ` �' it �' >? i . _ ' - ,,: . ;,; . � � . � .; ,� < _.,, , _ .,: -� `_ =�-�:..-, �� � 305 1 FG � �. «� �� 4 ° �; �==�=�. � 6:3 F6- � '=.� .� 30 �'4: �' � _ ! " ` �` _ �`., .i' � �i H. � � � _ t. �. ,�. � � , � , .r� „ i I�. ' n _ ... �.. ��?. , + , . ' �.. '.. . ' L./ �"�'. _ . '�-. ."Y- - ._. �?<. � -_ MaJ ` i i i I. .� - i'` +%: � . - . � i � <" '".C.. __ -�• . - � i %i� . . ,. . . , � - , • , _ _ , . ., , � � ,..� _ .. ,.. � � _. _ , �.�� .�` . �"`. - �. �'G �, � h�, � r - . ;� - � ;; ,, ; _ ; , �� . `-- , . ,:> - , � _ , __ � �.- .. . �� _. : ^�.:.. � : ��,�. -� � �:�� � . �, . - , � L � .ri __ _ ,. � �� -"�- �-- � �_. 1 .. ,,, 7 - �r , �� .. �_ � , . � ' � . - , � --- - -- i � .. _._ _ . , , . . - _� � ., , ,.: , . �. .,. ..� , �; „ ., _a - - � i. ___. , �. � � _ ,_ . - -,._ , ,� ,. , : : _, . ; ,; � � . ., i. , . . .: . r �� � -_ , ,. , . =� _ _ . � i � �� I �,�,a� �k.. , _ .-, >,.o. ,rr „�: v ,�,, ! �„�:. , �, .� _/ - ',� � l5 - - ..__ i R „ n „ - � t. � . .. , /.. . c ,.,h � i . . -/i. � �,. q . v; ------- _ - - , , � , � , 29�6.7� ����,8 `� :, , , .. , , . . �.. ,, , , .�. _ , ; '� � �0�9 FG�- _ , � . ... :.. . �._,. ,.. � i . �� _- � '._r�-`-`_ ` � y:., � , _ r, 9� TC , , � 3 .5 - � ��- - , , ,; . , . . W ; _ � ,:, , .. . � ��� �,: „ ,.,-; 4� , � ,,., ; �i .3 TW ___. r�-.-� _ ���� --�__ \' f _ �f`�- �J\ h��•> t��� '� ` � ,\''� - i ,�-' ) � - t� � �`t�" 't.. r. . a �'� i - I �' ✓ 4l � / \� �' - � ✓ r ^�/ /�. � � i - �i - � - , ;� ` � ,.1 .. I . �:` _'" - - f' 296. G _ : ; � ��- ti ��, � ���� ���`��.<.. ���� ; �� ,_�_ _ , ��. - � _ � ;� � _. ��1 � �' . FS � � ,r �i � - �-- __ - ti � . . - - - , . -,. -.-� ��� _ _ -. � , _._ �. - , � �� � . �,. �; �'-� �,��,' ,, ,., , _. - _� .- _`' ��;� . , � �E35.3 GND - �. � ���� - -- - �, � ; ,,.: � �.,. . , , . � �., , _ y ; , �� ; � , . i`�. -_. . . � , � • ., � . , ,. �,, ,:,, �.. , , � ., ,a^ � :�'� �- � � , ., , _ _ , � � r� , � , � ,� ' - , � _ � , _��--��-= � , _, , , , ,,, , �_. � 1 , "� t�� ° !'>• - ��- � > �� � � �� �. � , .�,,T� - �. , � � �� ��� � , w � � , � �,,, �•-���� �, � ---- � �. ; : , , � � _ 6 ,;� .,/. ,. � - - �� . � � � : -- , � , , � ,, _ ._ �� . 6.6 � ._.-� ,. .,. , , , , v� - - � ,,_ . __� �� , -,, �, � �� � , y: ; , . ��: „ ;�� � , � 19 �. � _. _� � _ - �� X'..,. ;i�.. I . �.. , I: � _ _ - , i i ' i: � , �.�. ;: �.. ,. . „ ,�:. ,-.-.� . � `. �.. �.: ...�;. \i^ .._. .J � � . 'i t ...! _. , , . . �„ , y _ _ ,� , F , . .. _. � ., � � ; . ,. , � - �.. , ., .: ' � � � . �;:. ; -. , ., . � ,.� ; ��. . .�. . .'� , _.o,...,.. r:_ .... a , , . i ., �. , �,..�.._'.•:_,� ��F i _ -,i�- . � ` _ � : , ., - + � r� - � , . . ;. ., . �„� _„ � - _ �. - �f� _ -E� � - , , , �, , , , : -.. .�� _., .,. :, �,_ ," . , .. . , � . , , . � . y _ . .. , :. . , , �: , , � ;- � � .,- , : , ,. .,> � , -- � L_ ;., �, ;,,s �;.� _ > , ; ,, , -�- , �;', _.. ; F, ,� - --- ;i, � � ,, ; , -�� . , s ., ------- --- � _ _:-------- u ___ ----- �- - ---- ---_ -- - ..- ---- - ------�- -=� � �s-' % � i�s . z. _---_- � _ . ; , ,..-.- _ .>-.: -, .- , -� _ _ r�,�--�� .., _, , ,---� ---y - � �-,_- �- _ r>, - - ��. Y _.__ __-._ _ , . �. �. , , --� _ . _ . ,, ��, _ . . -1 --� . _ � . ,. ..--.:�-�- :-�.��: :�.. �c. :s __ ___ ., . _ '�: ;:. � �,. �, - - �--- _=� � ,,. . _. ., � . � . �- . _ � ..� . _, . , , ;, ; ,' ,. , _ - - - -- - -----<-- - -- -�.1_ -----�-- _ , ; � ,_ � , . , �_ , _ , , �� � , �, � .� �, �_ ,��. ` ' , - - -- - ---- -- -- ------ ' : i� ; � � J, . ��. ..- v _.._____`"_"_'_.-� _ . ! -,.-Y"'^"_ 'f----=..---_. I � F �1 - . L � ,. , _. � i � -�- -----------�__,._..�._.___---c-- �.�, ,., ,� � _,� ^ \ , , \ �. . ' ; i � � , I � -,. _ . : � , . . , . , y- --.___ , , , .. , i s � , i _ , tr . „ _ ___ -� , ....; �� , - -- i -_ ., . , » � �, _ _. � � , , . ,- > � , . ,,.. -A�- ,...., . 1 � - - /' .� , i-: -� t >., , ._-- , ------- -- - '" --� : '� z - ,., �_, ....� ..\.. /1 r �I,i�7 � � - � _._._ _. � - . ,__ , �, i �. - ,a„ ., . . , . �.•.. � : . c - - -'-- . ; ,. �> ..� `•.. ��; •., � � <� � : , _. .- - ., � --`- - �. t , - r , . _ / - - _. - -_ ' -t-- � � . I `--�v !;,�: , �,;: �.,. ��,, . �{ \�..*c; �,.- ' � : -. '. - _. i ���-�, ��� \ �y i '� i �, :.1-7--.1 \ , .._ . . . _. � - . �. � � i: � � �� ! ,. , /, __ � -�._- . _._ .. __ .� . � '. .-.- _ - _ _ � �\ � . . � , :� ... , , ,._- ._ . _ - _ � i . ! 1 � �-, N �y� '' � �.J ! ! / � ._. . _. . i l i '_ _ . -+ .' ,--•-:`.. '_ _ .-. _ • i l , i � X n�., , .n . .K, .-. .., t!:'...r.._-.'__-._"__'..�''___._'..-.__._, , _ , .rT.-�. -- ., '-�. - - - i� 'y-,✓ . , ...... � ; , . n „ . , , .. ,-"r . �- , ,. . , - . - . . , , . , ._,. -., . . <- -- ._.. ',, ; �,, �'' • _ - - _ '> - _ ` ' � •' . , ' � . __ � ,.^ .. , v : , _ � . � .; ., � - ,.... '' �,�. , � r� �> f ` �-S.-i.-. . �. , ..._� ��. :. � .._ ..., �i �: . . '. r . /.,.. _�.. ,. . '�' .. ._ " ....� L, i.J.: � �. \ . , -.4 � ..., . '�. . , . ) ' � 1 _ -__ _ _ . r I � . i. �- ) _.... . �. �. _ �- � - � . .^. , l _ �A .__i / � j 4 c - : „ . � . . .� 1 � - ._a - - - „ � � , �� , '���, r,. I n. � ,.. : ,�. .�,� ... .._..,. _. . _ .� /'`� » _, , , . . j al 1 I� �i ,- - ��� i 1 , I � ). . \ 1�� ,��- , . , ,,. '--i__` G,_� ' ' - . __' - : � ; i � � / "_ L � . i1� i : .. � � i i , : . . '. , � .' R �i l I . . �� / \ . _ .. __. f � �\ . '! � f __ .n _. ` ` ��-� � � � ; � �I 1 Y . �� : , ...._ i. �'" � i �.C.iTi, .�.� . , . .' - �___ __.'_'"-_ "�'�. "`�p.�.��"... `: ..�°�.. ,1.� 5. -' �{ - _ % : k � i � ._ �, . �i � �:G�l • �� i /.-� ;..'a'.-. /:� S n��c; i �-�_ _-.__ 1 �� � . . _�_ ______�..'._--_.__..___ ______,.__'..-____,_____-.__-._'_.__._--._ .-�_ �.._.__,_ ��� � r. �'t .. ,:l i � i` � ___ � � � � �` � i 1 (� � ��. � .,�,..,�:�": � i n �. ,.. -�.-,: .., "� __..__.- -_.___..-.._.�_.__. _-"-_.. ,. - _ '''�. , i ^) ��� � �` _ _ -- --- / , � , , , - � ., . ii /� __ i : vR 4r G;r;f ,_._.._._.' � •.. - - - I % " " ' ` � _ � " � _ , ,. -; ,, . „ .. � ,. _._ ...._ _ _-. -_., s. ' - . , �, � � _ - _ � �-. �: j _ _ , , .._ _, _ , ._ ._: . � __ , , _. __ >. ,-�- - .-- , . _ - , � ; � �i ' � , �� �� ,>.�, r� �� - � ,, ,i -�., , - � --. ._ . � _ _ . � � _ 0 0 .E 0 m � 0 � 0 � 0 0 3 b a � b � � � � � 0 � Q � a � 0 : a � 0 � , a � g 0 6 � � y � � � GENERAL NOTE� � ALL CATCH BASINS SHALL BE STENCILED TO READ E O"NO DUMPING". "DRAINS TO OCEAN", "LAMC 64.70". 0. � � 0 „�,, AT1EN710N: 7Y�is civil drowing is provided in a e/ectronic digital formot as i o courtesy only. The de/ivery of the digitol �e does not constitute the � dalivery af our professiono! civil design. (The City's opproved ond signed •; permit set of plons constitutes our construction document for civi! design). � ln the event the digita/ file is alte�ed, soid pemrit set must be referred � to, for the origina! and correct civi! design information. ,�, MOLLENHAUER GROUP shall not be responsible for any modifications mode � to the digital file, o� for any products derived from the digital file. � CONSTRUCTION NOTES: U1 LANDSCAPING PER LANDSCAPE ARCHITECTURAL DRAWINGS. O2 CONSTRUCT 6" CONCREfE PAVING WfTH SaLAR REFLECTANCE INDEX OF 35. SEE SOILS REPORT GUIDELINES FOR PAVING SECTION AND BASE THICKNESS, REINFORCE WITH #4 REBAR � 16" O.C. EACH WAY. O3 CONSTRUCT 3' WIDE CONCRETE DRAtNAGE SWALE PER DETAIL 1 ON SHEET C-4.1 �4 CONSTRUCT CURB AND GUTTER PER QETAIL 2 ON SHEET C-4.1 �5 CONSTRUCT CURB ONLY PER DETAIL 3 ON SHEET C-4.1 CURB TO BE 6" UNLESS OTHERWISE NOTED ON PLAN. O6 CONSTRUCT 4" CONCRETE SIDEWALK, OVER COMPACTED BASE MATERIAL. O7 CONSTRUCT 8" THICK CONCRETE MASONRY UNIT (CMU) BLOCK WALL. O8 CONSTRUCT CONCREfE MASONRY UNIT (CMU) RETAINING WALL. SEE PLAN FOR TOP OF WALL ELEVATIONS. O9 CONSTRUCT 24"x24" CATCH BASIN PER BROOKS PRODUCTS MODEL 2424CB (SEE UTILITY PLAN, C-3 FOR SPECIAL SEWER CONNECTION). 10 2' WIDE BIO-SWALE PER LANDSCAPE DRAWINGS. 11 CONSTRUCT CURB TRANSITION FROM 6" CURB TO 8" CURB FACE. 12 CONSTRUCT CURB TRANSITION FROM 6" CURB TO 0" CURB FACE. STORM DRAIN CONSTRUCTION NOTES: O1 INSTALL SDR-35 PVC STORM DRAIN PIPE. SEE PLAN FOR SIZE AND SLOPE. O2 CONSTRUCT CURB OPENING CATCH BASIN PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. 300-2 WIDTH (W) TO BE 3.5' O3 CONSTRUCT CURB OPENING CATCH BASIN AND STANDARD DRY WELL COMBINATION PER CIY OF PALM DESERT STD. DWG. NO 1 J 1A, AND JENSEN CONCREfE SEE PAGE PIT (MODIFIED). SEE DEfAIL 4 ON SHEET C-4. O4 CONSTRUCT 36"x36" CATCH BASIN PER BROOKS PRODUCTS MODEL 3636CB OR APPROVED EQUAI� WITH BOLTDOWN STEEL GRATE. O5 CONSTRUCT 24"x24" CATCH BASIN PER BROOKS PRODUCTS MODEL 2424CB OR APPROVED EQUAL WITH 80LTDOWN STEEL GRATE. O6 INS7ALL 8' WIDE INFILTRATION BASIN PER DEfAIL 4 ON SHEET C-4.1 O7 POINT OF CONNECTION TO BUILDING DOWNSPOUTS, SEE PLUMBING PLANS FOR CONTINUATION. O8 INSTALL 4"x14" UNDER SIDEWALK DRAIN PER CITY OF PALM DESERT STANDARD PLAN DWG. N0. 200. O9 INSTALL KRISTAR INC FLOGARD PLUS FILTER INSERT, MODEL FGP-42C1 PER DEfAiL 1 ON SHEET C-4.2 10 CONSTRUCT STORM DRAIN BY-PASS EMITTER PER DETAIL 5 ON SHEET C-4.1 11 INSTALL STORM DRAIN CLEANOUT WITH 6" RISER & TRAFFIC RATED COVER TO NEW FINISH SURFACE ELEVATIONS. COVER TO BE MARKED "C.O." 12 CONSTRUCT 12"x12" CATCH BASIN PER BROOKS PRODUCTS MODEL 1212C6 OR APPROVED EQUAL WlTH BOLTDOWN STEE� GRATE. 13 INSTALL ALHAMBRA FOUNDRY C0. RECTANGULAR PIPE, MODEL A-470. SEE PLAN FOR SIZE AND SLOPE. � n � r � v, --- -- �'' -r �6_,Q� I � � ,�-� _ ~= � _, � -- ___ - ` _ :' ,�, 30 .37 T� 3 -, � " 11 , ,�� � ( 'j ..c i � L,;; , 302.70 FL �; � I .�>>; , G --- - »- _._._ � �= -._ -. �. _ _ - -� -�F- - - - -. -_ _ -- - - _ _ _ _ �� _ _.. - = 7_ _.� .V_���:5._TW 1 ----- 3Q5.5 - "' __ _ _}==----s `�� , �� .,.�`; --'_"'---.__ `� � . -C """'_'__'�'� '7` -� _�. �3�,.,__� - -E , �--_.._ ,� __. --.-_ -,. �_,�-�ti.� _ -� - � ` � -�- - -__�__� ~--� - ---- ---- ; _ _ � ----- - _ ---- -,, - _ - - __� � ___ , _ _� 4 _ -----_- ;�--_._ ; --_. . , -� `�. -. �. `--��... � . � -. ��-- " `_._,- - -�_.-- - .. � t /` _.�`' �'x' _ � .� ` i �., � _ - �._ '" ..� ��,�.. ~ �-,..��. �...` "-� %\��� , , i � ,_ � � . . `r �� � � � ����� ���� � L ZWQ ;r,���, .. �:���� ,� t,�, � �;���,�� I . ,: ;-,, ��w- I 30 0 15 30 60 (u��T) 1 inch = 3Q ft. T ` HDR Architecture, Inc. 251 South Lake Avenue � Suite 1000 � Pasadena, CA 91101-3020 � 626.584.1700 - - � � �'' � ' �ROUP CIVIL ENGINEERING SURVEYING+MAPPING LAND DEVELOPMENT 213 624 2661 TEL 213 614 1863 FAX 707 WILSHIRE BOULEVARD 40th FLOOR LOS ANGELES CALIFORNIA 90017 �o pRpF ESS / pN ` q �``c� ��MES �� F�G c� JV �G m � °- N0. 39687 D � * Exp. 12-31-09 * ST CIVIL �P ��F OF CAI.�F��� PAUL JAMES LACIURA R.C.E. 39687 DATE PALM DESERT SHERIFF STATION �c'� ° � k �''� i * � �� � � * �._�,_ �* � �r`�---� � `�r 9, � s� 03-18-08 90� CD SUBMITTAL --_.__. __.__ . ___._. ---_ �.._.___. _. . __ _ ,M�^ 02-08-08 50% CD SUBMITTAL/PLANACHECK�_ 12-21-07 ENTITIEMENT � Y�J��� 11�16-07� 1 p0% DESIGN DEVELOPMENT SUBMITTAL �10-26-07 50� DESIGN OPMENT MITTAL ._._____._ __!_�_____,-- -.__._._____.__ DEVEL .� A_ � SUB .�y_ 08-31-07 SCHEMATIC DESIGN SU$MITTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY �� � �� � DESiGN PAUL NAGASHIMA 4 � ^ CIVIL ROBERT POPP µ _______�._...�_._._._____�__._.._�._ ��. . E �___�.�_____�.._._�_____ STRUCTURA � L MARK HARPER ��.��`^^�MECHANICAL FR NA~I__.,_____________._HA_____.__..._ E E V LlASENOR ERIC RLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY PRECtSE GRADING PLAN SI.ALE � � n=Jo, C-2 FILENAME LA30053-C2 ` HDR Architecture, Inc. 251 South Lake Avenue � Suite 1000 ( Pasadena, CA 91101-3020 � 626.584.1700 � CIVIL ENGINEERING SURVEYING+MAPPING LAND DEVELOPMENT 213 624 2661 TEL 213 614 1863 FAX r � , � ` 707 WILSHIRE BOULEVARD 40th FLOOR LOS ANGELES CALIFORNIA 90017 o QROFESS/pNq` ��.�� � PME S � q �� � �' c� Jv G � �u Q � rr, � '- N0. 39687 D � �* Exp. 12-31-09 *� s� CIVI� �P �F OF CA��F��� PAUL JAMES LACIURA R.C.E. 39687 DATE PALM DESERT SHERIFF STATION ,St � � R � ��` 'k � � a ��� �, n, v * . „__ ��'ly� m .�j �.._/ 'b �_r 9. � 8� 03-18-08 02-08-08 12-21-07 11-16-07 10-26-07 08-31-07 MARK I DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY ��� DESIGN PAUL NAGASHIMA��____�______.__..__ CIVIL ROBERT POPPE STRUCTURAL MARK HARPER��J� ���� MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICA� SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY 0 0 .� ATTFN770N: mis civi! drowing is provided in a electronic digital formot as a courtesy only. The delivery of the digitol file does not constitute fhe deliv+ery of our professional civi/ design. (The City's approved and signed permit sef of plons constitufes our consfruction document for civil design). In the event the digital file is altered, said permit set must be referred to, for the original and correct �ivil design information. MOCLENHAUER GROUP shol/ not be responsible for ony modifications mode to fhe digital fi/e, ar fo� any products derived from the digita/ file. DOMESTIC WATER CONSTRUCTION NOTES: O1 INSTALL NEW CIASS 150 DUCTILE IRON DOMESTIC WATER LINE. SEE PLAN FOR SIZE. O2 2" HOT TAP AND VALVE TO EXISTING 18" WATER MAIN, CONTRACTOR TO COORDINATE CONNECTION & MEfER INSTALLATION WITH COACHELLA VALLEY WATER DISTRICT PER COACHELLA VALLEY WATER DISTRICT STANDARD DRAWING W-11 B. O3 INSTALL 3" FEBCO REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, MODEL 880V (STD. ORIENTATION) PER DETAIL 6 ON SHEET C-4.2. O4 INSTALL 3/4" FEBCO DOUBLE CHECK VALVE BACKFLOW PREVENTER ASSEMBLY, MODEL 850 PER DETAIL 5 ON SHEET C-4.2. OCONSTRt1CT CONCRETE iHKtJS� B�LOCKS, PER COACHELLA VALLEY WATER DISTRICi' STANDARD DRAWING W-19. SEE DETAIL 4 ON SHEET C-4.2 O6 DOMESTIC WATER POINT OF CONNECTION TO MECHANICAL BULIDING PIPING. SEE PLUMBING DRAWINGS FOR CONTINUATION. O7 INSTALL STAND PIPE WITH HOSE BIB. O8 INSTALL 3" GATE VALVE. O9 I N STALL 2" GATE VALVE. FIRE WATER CONSTRUCTION NOTES: ❑1 INSTALL NEW CLASS 150 DUCTILE IRON FIRE WATER LINE. SEE PLAN FOR SIZE. ❑2 8" HOT TAP AND VALVE TO EXISTING 18" WATER MAIN, CONTRACTOR TO COORDINATE CONNECTION WITH COACHELLA VALLEY WATER DISTRICT. 3❑ INSTALL 8" FIRE SYSTEM DOUBLE CHECK DEi'ECTOR ASSEMBLY PER COACHEUA VALLEY WATER DISTRICT STANDARD DRAWING W-31 B. �4 (NSTALL NEW FIRE DEPARTMENT CONNECTION. � 0 0❑ CONSTRUCT CONCRETE THRUST BLOCK PER COACHELLA VALLEY WATER DISTRICT STANDARD DRAWiNG vV- i�. ��� DETAiL 4 ON SHEE� C-4.2. FIRE WATER POINT OF CONNECTION TO MECHANICAL BUILDING PIPING. SEE PLUMBING DRAWINGS FOR CONTINUATION. INSTALL POST INDICATOR VALVE ASSEMBLY AND BUTfERFLY VALVE. �8 INSTALL FIRE HYDRANT PER COACHELLA VALLEY WATER DISTRICT STANDARD DRAWING W-33A. �9 INSTALL 8" FEBCO REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, MODEL 880V (STD. ORIENTATION) PER DETAIL 6 ON SHEET C-4.2. SANITARY SEWER CONSTRUCTION NOTES: O1 INSTALL NEW 6" PVC SDR35 SANITARY SEWER LINE. SEE PLAN FOR SLOPE. O2 CONSTRUCT STANDARD HOUSE LATERAL, TYPE "A", IN THE PUBLIC RIGHT-OF-WAY �3 POINT OF CONNECTION TO BUILDING PIPING. SEE PLUMBING DRAWINGS FOR CONTINUATION. 4O INSTALL SANITARY SEWER CLEANOUT PER COACHELLA VALLEY WATER DISTRICT STANDARD DRAWING S-6. U5 INSTALL JENSEN SANITARY SEWER CLARIFIER, MODEL JP750ECE-CL OR APPROVED EQUAL, PER DETA;� 3 ON SHEET C-4.2. 6O INSTALL RECREATION VEHICLE SEWER HOOK-UP WITH DRAIN HATCH PER DETAIL 6 ON SHEEf C-4.1. O7 2'x2' BROOKS PRODUCTS CATCH BASIN (CONSTRUCTED UNDER GRADING AND DRAINAGE PLAN, C-2) WITH SPECIAL SEWER AND STORM DRAIN CONNECTION, SEE NOTE 8 HEREON. O8 INSTALL FOX ENVIORNMENTAL SYSTEM SEWER/STORM DIVERTER VALVE PER DETAIL 7 ON SHEET C-4.1. �� � � ;���°��;��� �_��' p '; Z008 �� . �;�T (, � ;: . : r ..i.. �. �.. �,. . . I 2 � #, 5: � . � .� U///.���������������/�///��///���/��//////% _,,,,_,,,,_,,,,,,,,,, I �i 1 UTILITY PLAN SCALE I 1 "=30' C-3 FILENAME �30053-C3.dwg _______---.--90� CD SUBMITTAL---------.__ _.._ �,.___�. ___._. __,�.. __�._.�.__..___.____._. 50% CD SUBMITTAL/PLAN CHECK � ~ENTITLEMENT �� � 00% DESIGN DEVELOPMENT SUBMITTAL 50% DESIGN DEVELOPMENT SUBMITfAL � SCHEMATIC DESIGN SUBMITTAL � 505'-0" SITE INFORMATION TOTAL SITE AREA= 435,428 SQ.FT. BUILDING FOOTPRINT= 85,457 SQ. FT. (INCLUDING CANOPIES= 98,589 SQ.FT.) OPEN PARKING AREA= 336,839 SQ.F7. LANDSCAPE AREA= 90,833 SQ.FT. TOTAL PARKING STALLS= 469 PREFERRED PARKING FOR FUEL EFFICINET VEHICLES= 24 BICYCLE RACKS= 14 SHADED PARKING STALLS= 294 � HDR Architecture, inc. SEE A-100A SEE A-100B � i i� M rn F � � � GERALD FORD DRIVE --�—_.�..--- — — — ' 30'-0" N 0 - ... ...... .. ... ..... .... .............. ..... ........................... .................................................... . . : : : : �: : . : �: . : : : : . -. : : : : : : : ;: .::::. ; .:.:..::.:: ..::..::.:. ... o. .. :.. ....... ............................. ....... .. � . , . ........ ........ ............... ... .. . . ......�..:.:: . :: .:.. .:: , . .. . . ... ;: -::.:;::::.::... __ ,. ..; ,..: ....... .. �.ii.. . . � ......:.:.:..:.:..:. :�. :. . . .. . .:. ... . . .. ... .... . ... .... .. .................. . ........ ...:.... . ....................................: ........ ....... .......... ....... .. .......... ..... .: �....:....�...... .::.�.... .::::..:::. �..: . :..:::�:. � n ..� `i..�.�..(.:.. . .. . .. ..':. ' . ' . - . . .:..:. .:...:: . '.. ;,,. ..... ................ ... . :....: .: ...::.-:..:.. . ................. .,.. 30 -0 .: � r, � 15 � 25 F C � Q � I � � N � — — :::.: km � :�:��'�. � � � ❑ �::::?:: b?::i:�i: � ::::;: x ;:<:: x ;:;: � ❑ ..... � � � 'i'':?': ii::::';':: �o :::� :;�::: tt �.'; :: a ;:;;::s::::::,� :.:.. :.. :::. ::: ::::.: : : ::::�::::::::::::::::. :::::::: ::. C3 �::: ::•: :� :•: :•:: � :: ;� :;•: .................................................... i �.. � I 1 1 t 1 I i .. .: i.': b: . . . . .. . . . ..:.. .. .. . .. �. �. . . . . . _ ...::.:..... .......:... . ..: . . .:: . .. :�� � � .....:� :::..:..:.... :...: . ��.. �; � F : ;::;:�. .,: ;: ,..: :.:: : :::::: .. :, ,.. ;:::;, .--, :::�: : ;::: ::::. ::: � :: :.: ::.::.. .:.:. :::...:..::::.. . ::::::. :..:.::.:.:.:..:: .. ::.. :.........:. i ; fi ; T � ` i i i'� i ': , _ ❑ � ... . ._�j i i � : . .:; � . � : : � - � . �.. �. �:.i(:' ` `.; I I ;;:. � �� / % /�/ / /i � / `::': ` �� � ; ,` �/j o // j / % % , � j ; -� � / ` / � 0 �� / 64,—Jn / i � . _..__..... , 14 %i% i� �� i,!%/ %%///%iii,%'!%%'����+��'%��'%� ;, „ �,, , , ; ,, �'�� � ��i i ' ���/j, j j � �/����� � ���!/% ////, � ,, � �% � �� � ,�j, � � �'�.!///�i�,�,//�,, ; �// :�/i��i� %�� ',; �;�;�i i;�� ; ���// ' � i�i, � � / / ., , ,�,, / /; . , � . , / � .,, / , ,, , ////ri/�!�ii/ii//.: ,/,/// /i % ; �✓� .����m � . _. . . ��`I■►�1�1, � C' - �C� 1�� �� [�� � ��� - — — — — — — — 0 0 0 ` ' z+ 59' 0" �:::.::-.::. ::;: 34'-7" ' `: 16 113'-0" ;; � BIKE IMPOUND / , HELIPAD � I 's I 0 i � M 0 i � N O � �� _ '� � � ..... ::::::::.:...:::::::::::.::::::: 99 -4 1 I I I I I I Y... :..: :. p:;.;. 0 0 _i 30 0 � � � � � / : M // 44' 1f3" 34'-0" za , ? ; : � � � / , j ;: , , _ _ , / o � / � `;;. � s::i ;: /, / N :..:::. .. .. . ::: ::::: �/' / / / ;;;:. . ..:: _ �; , `� / �'/' i � / / % % : 84'-s" N / � � j � /,�/ %� , /�i / : ///� _ _ '.�j/'i, ,// , �,i � . �� ��,, x `..:. 0 1"'"' """'i . .... � o 4 op ;; � t..... .....� � � -. : . J . . . .� .. . . . . � . . � � _ .. , _ � � � 0 ..:.:...�.:. : _ _ � � i ; > ;:; 0� `.: 19 ;. N , O D `: 0 i 0 � 24 27'-5" �, , , ,� � � i � d M I I I I I I I I I I I 14;?:;t�: o 0 0 o d;::>;::; _ i : � �' �: "� �:� :�. M � �9'-0" . c, in N C?ii��?i: e `: -::: O a o o Q�::�:::;;� I i� M 24 I I—+—� I � —F—F—I � O I in N O �:��:D O O 0.. '�:�0 O O G O O O 0.. � � :� �:�::�:::. � 24 50 FUEL DEPOT � (BY OTHERS) � --- Q � M ..... ---�� net t�nc e wv ' wn� m� a nw I I � 29 5-11" B � ;.::;:: a�---J " __. .......... � . , � - ; ; 0 -.... `..: ` .........:.. .. .. _.. ;; . .. ;. �- ; , ; ; `; ` - - ` - - ;� - _ - > > _::; ; , >:: ; -: ; - _ ; �s _ _ - � 0 � � � SEE A-100A SEE KEYNOTES O PARKING PAVING - SEE CIVIL DWGS. 2 CONCREfE CURB - SEE CIV . O IL DWGS O3 CONCRETE SIDE WALK - SEE CIVIL DWGS. O4 CONCREtE STAIRS - SEE SHEET A-540. 5O DECORATIVE ROCK BOULDERS - SEE LANDSCAPE DRAWINGS 6 BICYCLE STORAGE RACKS, SEE SPECIFICATION. O � � _ 7 - � 8 0 HIGH CMU WA Ll SEE STRUCTURAL DRAWINGS 8 A - - CMU W LL SEE DE7AIL A4 A 1 03. 0 � O9 VEHICULAR GATE, DOUBLE-PANEL - SEE DETAIL A1/A-1Q2 & A4/A-103. 10 STEEL MAN GATE - SEE DETAIL C1/A-103. 11 TRANSFORMER CONCREfE PAD - SEE ELECTRICAL DwGS. 12 MOTORCYCLE PARKING. 13 CURB CUT & RAMP - SEE DETAIL A1/A-104 & B1/A-104 14 32" HIGH CMU WALL 15 FABRIC SHADE STRUCTURE (COLUMN & CANOPY) PER MANUFACTURER'S DRAWINGS. 16 SOLID SHADE STRUCTURE, SEE SHEET A-105 & STRUCTURAL DRAWINGS �� MONUMENT SIGN - SEE DEfAIL A1/A-541. 18 6� DIA. CONCRETE FILLED STEEL PIPE BOLLARD - SEE DETAIL A1/A-103. - SEE FLOOR PLAN FOR EXACT LOCATIONS. 19 FLAGPOLE - SEE DETAIL C 1/A-104 & D 1/A-104. 20 ACCESSIBLE WARNING SIGN - SEE B5/A-104 & B2/A-104 21 EMERGENCY OPERATIONS MOBILE UNIT LOCAT10N - PROVIDE SERVICE HOOKUP & DUMP STATION ON BOTH ISLANDS. 22 WASH BAY AREA - PROVIDE WATER HOSE BIBS & DRAIN 23 LINE OF CANOPY ROOF ABOVE 24 LANDSCAPING, SEE LANDSCAPE PLANS 25 PARKING STRIPING 26 CMU TRASH ENCLOSURE, SEE DEfAIL D2/A-104 27 FUEL DEPOT 28 COLORED & STAMPED CONCRETE �29 EXTERIOR MEfAL LOCKERS 30 PREFERRED PARKING FOR LOW-EMITTING AND FUEL EFFICIENT VEHICLES, PROVIDE SIGNAGE, � EA. STALL, SEE DETAIL A3/A-104 FOR SIGNAGE 31 M I - O EANDER NG SIDEWALK SEE CIVIL DRAWINGS 32 - AIR AND WATER STATION SEE CIVI I � L DRAW NGS � 1. �$. ' j..., 9 t � Y S. .� .� �".PR Q � 2008 T ;C�i�i"ri�...` _ _,. . -<'��:f� � ,. �,. .. .� 't'.�<�ii�i �:� � � \ r 251 South Lake Avenue � Suite 1000 � Pasadena, CA 91101-3020 � 626.584.1700 PALM DESERT SHERIFF STATION ?�� O F R' �F'P � � J `c � � - a*� ._�+. _,� *a � �. �. ,,, - -- � �y ��,_____�- �y \Y9, �8� 03-18-08 90� CD SUBMITTAL 02-08-08 50� CD SUBMITfAL/ PLAN CHECK 12-21-07 ENTITLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50� DESIGN DEVELOPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMITfAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIVIL ROBERT POPPE LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAI EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY TIM THAI / PAUL BALOGO G23444 OCTOBER 31, 2007 RENEWAL DATE OVERALL SITE PLAN SCALE AS NOTED OVERALL SITE PLAN A� SCALE: 1 "=40'-0" n �'�!�''�'Gti��"'`�'!i!/i�,� ji�//;��/;�i�;, ��;ii i %%' �%%%% j '%' j �/ ////// ;//%/,//, i � '/ � � ' ' ' �� �%/ ��, /�///��i /�///,/ / % �i������� � �;!�,� � � ,. ���ii�i/ �/-/� '��/, �/-' i/���, / �,.,/�,i i; j //%/i/ , �, ��/�/i;� �; i,��,. �/��% � �! � __ ...._. r—; ;;: � ' � a �.: 24'-2" , � ::; 30'-0" ��t':�6" `� 131'-11" I,� ._ �/� �� A-100 FILENAME 65939-A-100.DWG � 1� 1 , 1 � . � • oe e d# � Y 0 w � � � O Li � � w � I ( � ,. I I I I � � ', l�I I �*0� � �� e e • 1, � `� �� O O e :'� , e ��� � QO O o# • ne ' �•, ,�E o %s0 e o 0 000 C „• oi�,� � � � • • • • • • . • � . • • r • � • • • • e � #� - �— ro�� o , �.•.� ��►� p0 � � • <<j e . �. . � , ' ,� � . • � o� . � . . . e i � e • � I ,,`•���► ►� O � � v � \'\\\ � �� . � � . � �oi o e�. e�.e� �� . ' i■ � _ `, j ■ \ I� � ��;■■ !■ ',■ i 1� � e m � i 0 v e oe � r . �i.9►!. 7� V 2� w 7� �' Fy,� e ��op� " OO� e�,°y' � ' � Ar� \ '� � �'' +r� o° '�� '� O �a1 • � ��� � �•�il7 � • � � O �;/7 . i�. . . p �� . ; . . � e � ��O e �iij,rs@`�� -.• .,�� �_ . � l�`+� � • ►�\ . � . . � . . � �. • • \ 0000�o o° 0 0 o ,��' o �-Q �' 0 0 °o,A �. _ 0 i J • . \ ,. � �II� O, #� o I'��ai ' O• .� . ,' •��• �• �r •�i,,••�• • • • / � � � �1. ;QO �n^,i�o.e:o::Uj,;�V���)10?+°0 �7 • .�.. iOs, • • . . � ,., o . i . . . � � ' . . . i . � . . . . . ,� ., �� ., a • • • •�.•'•�• •�.••'�• •������. � .�����•. -- . �-- - ° ° o o �'' .��� o �o � o ( �#6O 6;#,e0o �°e o o'o °� o B,� � 0 0 � oe�e . � � # ,� � �a o , .. - se o o QoF � o • �, eTa1`�F7S'� � � . . � • _- �• WAS H BAY 0 0 � TRAf LER 1 � ' �. 0� O,�r-�a O° ° ° 0 e o � pD 0 Q �eQ s 0 ' 0+11'� o r e e�, iEQ 0 0�c o O o a 0��� O,�t , s' s a e O` ° O� e e• O • s ^�..• 0 0 �Oe,#° \ aB o� e a►'�o�e �qA o�+� o o �co �► �,�9 o e� eo e o�'a° e��m �� �LANT SCt1EDULE TREES CODE BOTANICAL COMMON CONT QTY REMARKS • ACA SMA Acacia smallii Sweet Acacia 24"box I 4 OLE FR2 Olea europaea ' Fruitless' Fruitless Olive 24"box 29 Low branching, single trunk, single leader PAR 11YB Parkmsonia hybr�d ' Desert Museum' 24"box 20 Low branch�ng, single trunk, smgle leader QUE SUB Quercu5 suber Cork Oak 24"box 8 QUE VIR Quercus virginiana Southern Live Oak 24"box I 4 Low branching, single trunk, single leader V'IT AGN Vitex agnus-castus Chaste Tree 24"box I! Low l�ranch�ng, single trunk, single teader SHRUBS CODE BOTANICAL COMMON CONT QTY REMARKS � AGA AME Agave americana Century Plant 5 gal I 02 7 . Op A6A SCl1 Agave schidigera ' Durango Delight' TM 5 gal 3 I 9 n BAI MUL Baileya multiradiata Desert Marigold I gal 766 V" \.J _r� ���� � CAE PUL Caesalp�nia pulcherrima Red Bird Of Parad�se 5 gal 94 � � CAL DWA Callistemon viminalis � Little John' Dwarf Weeping Bottiebrush 5 gal I 3 1 . �� DAS WI1E Dasylirion wheeleri Grey Desert Spoon 5 gal I 83 {,� LEU THU Leucophyllum candidum 'Thunder Cloud' TM Thunder Cloud Sage 5 gal 58 ti..,.� � LEU PRU Leucophyllum pruinosum 'Sierra Bouquet' TM Sierra Bouquet Sage 5 gal 44 �","� OPU BAS Opuntia basilaris Prickly Pear 5 gal I 54 Lr! � OPU CNO Opunt�a b�gelovn Teddy Bear Cho!!a 5 gal I 0! i.5' min�mum height �EFEI�ENCE N�TES SCNEDULE SYMBOL REFERENCE NOTES QTY ROCK K-101 BOULDERS TYP.-- CALIFORNlA GOLD 63 {5EE GEN. NOTE #5) K-1Q2 DECOMP05ED GRANITE MULCt1 TYP. C�cC.c�t �, �/� PAVI NG P-101 PAVING PER ARGhITECTURAL PLAN SITE FURNISHINGS S-102 STONE BOLLARD TYP. 6 S-1Q3 TABLE AND Ct1AIR5 TYP. 3 SETS 5-104 BENCt1 TYP. 4 S-105 T�511 RECEPTACLE AND ASH URN TYP. 5 EACh GENEfZAL NOTES: i. All paving Shall be Wausau Tile Terra Paving Type 2 GTX6208. Installed as per manufacturer's instruct►on5. 2. Tables shali be Landscape Forms 42" Steelhead table top with perforated metal insert, powdercoated in `� �� �►Stone", and sin�le surface mount base ��,, ��Y powdercoated in "Stone". Accom�anying cha�rs, 4 �1 �, per table, shall be Traverse ("�/erona") chair with n, armre5ts and perforated metal seat, powdercoated �' with "Bronze" finish. Installed as per manufacturer's Y� instructions. 3. Benches shaif be Landscape Forms "Sonoma" bench with a back and end arms, for exterior installation w�th two legs to be surface mounted, redwood seat, and powdercoated finish in "Bronze". Installed as per manufacturer's instruction5. 4. Trash receptacl es shall be Landscape Forms Petoskey litter receptacle w�th h�nged I�d/surface mount base, powdercoated with "Bronze" finish. Ashcans shall be Landscape Forms "Petoskey" Ash urn powdercoated w�th "Bronze" f�ni5h. Installed as per manufacturer's �n5truct►ons. 5. Boulders shall be grouped �nto clusters of three (3) boulders each varying �n size from 24" to 48" across. All boulders shalf be Cal►fornia Gold. � � �� •e0�# e o . aj�• e •� �r�s: �+� ■■��.'sT'�Ie:�� � °o�e o�e ° ° # o o#fle .a. 00 �t9� �c oQ�e'�o�co' � �� i►. HDR Architecture, Inc. �~ .-,-p`) 5, ' "'1 T�_:..... .. r' �. '� . ``; 251 South Lake Avenue � Sufte 1000 � Pasadena, CA 91 1 01-3020 f 626.584.1700 '``— �.._._ � .. _.__ � PALM DESERT SHERIFF STATION 03-18-08 90% CD SUBMITTAL 02-08-08 50� CD SUBMITTAL/ PLAN CHECK 12-21-07 ENTITLEMENT 1 i-16-07 t 00X DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50� DESIGN DEVELOPMENT SUBNITTAL 08-31-07 SCHEMATIC DESIGN SUBM(TTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIVIL ROBERT POPPE LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY --- aY�GI. u/4'll�Y '���'' '� � �� � � ��GIQ, �LANTING NOTES: r a{- f�.Q�, � I. Alf plants shall be installe� as per plan and schedule. Contractor must contact City of Palm Qesert Landscape Arch�tect for �pproval prior to making any substitutions. 2. Trees shall be singie trunk, low branching and must meet minrmum 5tandards as set forth by the Arizona Nursery Association Gro�n��er's Committee Recommended Average Tree Spec�f�cation�, for each tree species listed. u 3. All planting beds sha�l be covered with -inch final depth of �ecomb�sed grin�te �, 3��`�W���VS . cr� «h�r-���r��, tamped down, and watered, w��^ ��,% �'�J to extents shown on pian. Top of muich shall be I inchbelow top of curb. P,�! substitut�ons must be approved by City of Palm Desert Landscape Architect prior to installation. 4. All plants shail be planted per Details I/L-02, 2/L-U2. There shail be n� signs of recent pruning, �ncluding nicks. Contractor shall obtain approval on tree selections from Owner and/or Clty of Palm Desert Landscape Architect prior to installation. ,� . �� :. � . ��.: �.r,�! -� �. , � PLAf�TI NG �LAN SCALE � � � = 3 � � � _ NORTH L-01 FlLENAME � .��t _ -, _� � . .x`� r • �i > _ ,: ..� -. -.�1 � ��__ " �� � .�9'p���L �G�p�A - ,_ �C� `�aq� t ���� ���� �� , :� .� _ LL.� ,� l ' 1 1 � � � � 1 � � � 1 � �� ► � 1 � � , '` � � .�r _ ���oal^ • OIA � �� � • . ��• •�,~�•��`e �•O• •e •�0�04 / �.••••,, �..... • • • • • • • • • • : �� • • r���,, oe� • � ao��c•#� - . . � � . � � � . . . - -- . i"��■ �_ 0.'; 19.� _ � • L��7 • • O�� ( � • I LJ � N ► �a e � � � c � �O �� e � O 0°•�� O 0 °e 0 � A� 0 . � � y ' ��:° O • �� v � � O � • I � O� �. �� � �` ( �� � c�►� O �i:.� r--- -- � � I �--, � I I I I i � I I I I I ,a. � � tl ��� � �0 �� + �. I po �o I '�'o g�. I � v . �. �l ,..,� , � _� � \\ THE G v� , � �o � 0� �� N 1 1 /2" HIGHER THAN � �Q.�lNDING FINISHED FOR POSITIVE DRAINAGE. BACKFILL MIX, SEE -� NOTES AND SPECIFICATIONS. PLANT PIT DETAIL 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX TREE PLANTING WITH DOUBLE STAKE U� - � � � K��EP-Ivl't7LZFi� - 8" FROM BAS�TREE. -�- WATER WELI� A 3" DEPTH. � HIGH WATER ` ELL AT SHRUB � AREAS. w w � �- x 0 m Q � � � � z � x cn M i� _ � V� ROOT BALL 24" ` � - � V � 1 ! � DO S K ITH WIRE: . #12 GAL WIRE THROUGH _- r,,, V,jt THE OF "CI E" `�y« RU R SUPPORT. " DIAMETER STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. 1 X3�i OSSTI ID �BING� V II R,Y�T NK. BACKFI�L PLANTING AS PER PLANTING DETAIL. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. STAKING DETAIL 1" = 1'-0" 32 9343.39-01 . ,,, NOTE: 1. BURY BOULDER 1!3 BELOW FINISH GRADE. 2. BURY BOULDER AND BACKFILL AROUND IT. STONE BOLLARD 3/4" = 1'-0" DET'AIL-FILE "Cv / � � � � � `� \ V • ✓ � �� ca :.� l� �•• Y M.O � � � • �' � �i 4" GRA AYER !/ � FINISH GRADE , � "'""' �`�'� �� BACKFlLL WITH NATIVE SOIL ,, . . ' �•�' �� WITHOUT ANY SOIL AMENDMENT G.�r�-��ti��,-'Q--�. IL BALL DIA. X 2 EXISTING SUBGRADE NOTE: 1. INSTALL GRAVEL MULCH TO WITHIN 3" DtAMETER OF SHRUB STEMS. NATIVE SHRUB PLANTING 1 " _ � �� 32 9333-04 NOTE: 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 2. BURY BOULDER� INTO HILLSIDE AND BACKFILL AROUND IT. BOULDER 3/4" = 1 �-0° 32 9413.23-02 � HDR Architecture, Inc. 251 South Lake Avenue � SuRe 1000 � Pasadena, CA 91 1 01-3020 � 626.584.1700 PALM D ES E RT SHERIFF STATION MARK 03-18-08 02-08-08 12-21-07 11-16-07 10-26-07 08-31-07 DATE 909� CD SUBMITfAL 50% CD SUBMITTAL/ PLAN CHECK ENTfTLEMENT 100% DESIGN DEVELOPMENT SUBNITTAL 50� DESiGN DEVELOPMENT SUBMITTAL SCHEMATIC DESIGN SUBI�ITTAL DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CML ROBERT POPPE LANDSCAPE USA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY , . � � ��� . �• �M�" I� ��ia. �^ +,'� ' � SITE DETAi LS sc�.E N TS L-02 FlLENAME w � 0 � 0 0 � w c� �---_-_-_�--_------= `---_------_�....---�_------------..�--=_— =— ---_----_ _-- _--_--_----- _---- __--_------ =------------- =-----------_— =------_----_------- -•-----_------ --_`-- —'"'_ ���� ,�---�'""�� ---•-- `''--- -�__` --------� ---- ._-- _.__----- - _`_------ _�- ^���"�''""_ _._----" -�--''------ ----_--- - � �' --._.--_- - ` ---_ "�--_� ----_. - - _ - ---- ----- - � - � - - - - - - - - - - - - — — — - - - - - - - - - - - ---�_ _--= - __`-_-.` ----- ` _ _._."_.�-- -"-�-- --__`-- �-_--� - ---- � - - �__, ---- - _ _` `�"-------�� ------ -- __ _ � -- - ------------ -_--- -- __---------- -----=-- -- —� �, _----� — �-` _---�-_.- _ = i.� _..—�....�_..l��--= -- =i I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - � F - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ _ _ - - - - - - - - - - - � II I I � I,I � � I� (� S5 I T4 P � � � � � 1„ _ I�) ��� _ � I r r� I ( �� � � II � � II � I �� � i ►� , , i� � i � � �I I � I �� �� � � i � i � i � I I I I � I � i i T I I I � t i � � � � I� I I � I I I� I� I� � ( I I I I I I I I I I I I I I I L. �� �1 �t � 1 �1 �' �1� �1 �1 �1 . � liI II I I � I �----- 1'T1 _ �l,T'11-7�-�T11 T'I '7 1 �i i � C� �_�� � I I I I� ;� T1T;� � ��� � 11 � �F - - � � � L- � -7�� �� — — — �----- ---- ----- ---- ----- -------- --- � �'� ,�;T „ �� �, �aa � i ' 1 � 1 T 11 T , �i I _ _ = - _ _ - - _ _ _ _ _ _ = _ - _ _ _ = _ _ _ _ _ _ - I I � �a���a�� ,�,�(�� ;, ���� ° � 1'T3- � I �I lT',1'1"1��� T'7 � 1 „T I I I I I I „�aa�,�;;��;,,_ _� � � S4 � I � � � � � 1„ _ � � I _ ❑ �- T------- ----- ---- -- ---� �_ --- --- ------ ---- ---�-� I i � � , _ p p I � � � I I � �' I I � � I � � ' I � I I I —a I � � II ����L � ' � � � � I � I � I � I I � I I �I � I � I I I � � I �------ I j I � — I I � • I � �� I I ►— —� I � �I I I � I ' � � I I� I I � I I I I � I I I tl I � I � � � I � � � I ( N � N � _ _ _ _ _ _ _ N N ' N I � I I I — � I I� I � I � I � I I I I .. I � � I � I I I I ° I I � �� �� � ❑ � � � � I i I I I I I „ I I — � �_ _ J _ I � � I � I � �� �� = I I � i � �� —� � = I f I � x; � �;;��a�_ _ _L_ --- ---- ---------- ---�— . . I � II ---�= J� ° ,� , � "' � ---- --1--- ---- ----- ---- ----- _ --_ -- — �—�- ----- --- — ----- --- — ----j � I � I „ , I I -- — — — — — � ' i � I II � I T2 � S2 I I.L i � I S1 �" _ III �„ - I�) S3 � I I I I � 1" ' �" I I I II I 1' - � I � � ( I �I � —J ------ ---------------------------------------------------�-------------�F------------------ ---------------------------------- _J � •— _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —i E J IRRIGATIQN SCNEDULE SYM BOL PFO�C � � M AN U FACTU RER/M O D EL/DESC RI PTfO N Point of Connection I"�ie f'LI.�� p� ���� V0. �� `I ,`��� M a n u f a c t u r e r a n d M o d e l T B D ,� 1!�'' C W � 1 �.� Re duce d Pressure Bac k f low Preven ter in f lo t Box G�� Febco 860 I " ! " Automatic MaSter Valve Kit Rain Bird XCZ- I 00-B-COM I" Zone Control Valve, Pressure Regulator, MeSh Filter Kit Ram Bird XCZ- I 00-B-COM yU� \ .� Irrigation lateral Line (Shrubs): .5" ine ��� Q y lrrigation Laterat Line (Trees): .5" Po e Irrigation Mainlme: I.25" PVC 5chedule 40 Pipe 5leeve: PVC Class 200 '� Typical pipe sleeve for irrigation pipe. Pipe sleeve size shatl allow for irr�gation p�pmg and their related cou�lings to easily slide through sleeving material and at least 2 sizes larger than enclosed pipe, Extend steeves I8 inches beyond edges of pav�ng or construction. Valve Callout # Valve Number �$" �$ Valve Flow Valve Size I I —___ ------------------ — -----------� ------------------------ --- ----- — ----- _ �— ___ _ ---_ — --_ _ ----- _= �_____ --� �) � L ---- � I— � --- _ — — — � �-------------------------�-- — 1-- -� . I � I il � I � I �� L---J � � j � j �I � i I � � � �I � � I � i � �) i i �� ________� =__= _________�� i �+ i� i i � ss � i i �+-i j � i� � 1 --- — — — —— ——— i i i i � i i � � � il � ------_ _ — - - — --- - — --- — — — — � I L_ � I � � � � � � I � �� , � � — — — — -- — = � — � I I � L--� �� � , a�� �� � , ,� ,� � � � -� , , � �� I � j I � j � � �I �I � I � � � � � i� I � � I � � � � �( � � O N � �-1 � I j I � � j j � j � � I I I � I � I � � I' I I I � I � � � � � � I I I � �� I � j � i j I i I� � I I � � ��— �-� � I I I� I J � � � II I � I I I � i l � I --------------------� � (L �L, I I I I� � � I ❑ I I � I I I I� I � � � I � � I I I � � I� �' �`� r—� I � I � � I I I I �� I I I � � I I I � � j I I I _=����J _ I I I � � i �-�- -- - j � ► � , ,� , ° ' i i � � a� � � — r— — � �' i � ���, � aa ---------- — — I -- ---- WASH B i i i , a, � � � � � � S7 � „�� ,;;� '�' -- — o a a I I I� I �a� � � � — % �„ - � / I I I I , � o � � _______� _ � �� TRAILER� � I � � IRRIGATiON NOTES I. Irrigation system h II e a low-volume, drip irrigation system mstalled below grade on native so� 2 3 � 5 6. , �� � / -- - - _ _-� --� � �- � � �� �. / � �i /� �� ' �- � vG �c� / __ \ Irrig tion P.O.C. shall be placed between water meter and building backflow preventer. \ �`` -- Tree a.id shrub irri gation lines s a e . i n G,} � V`�"— � -' in trenches wherever practicable. �� �O� �¢, \� � � . Irrigation main Ime and lateral pipes/tubing shall be buried below-fro5r'h'r►'e or a minimum of 18",�. 1Qjt�� ZU1` ��'"_` Qt���Z� ��C ���"" depth, whichever is deeper. Contractor to confirm frost line with water purveyor prior to � installar..ion. Loop irrigation main I�ne to ensure even pressure throughout the system; mstall air relieve�' valve at system high point. �� �- _ 7. Install a minimum of'�decomposed grarnte mulch atop irrigation tubing and driplme �� components to deter weed growth. ��(i 8. All irrigation valves to be housed in appropriately-sized Carson box. .-� ��� ? 9. Instatl manual drain valve at low po�nt of each irrigation zone.,� W' `"" -�� ha� d.e� �. d �a,�.v�- �- � 7 I 0. Contractor shall in5tall King Drams at I 00' intervals along irrigation PVC pipes. w G _ � � ub I 2. Inst I 2-2 gph e rs fo each shru • install G-2 gp emi ers for each tree. Install barbed � G yZ.K a u . ' � emitters in . 5" polyethylene tubmg tha ed . " ines. � O + �� � � � "' ' � � I 3. Installed emitters on uphill side of slope. � ��• , I 4. Install xx-atation Weathermatic 'SmartLine S' I er SLW20 Commeraal On-Site Weather L_� n _ r_ ,�-, __ w'( YY,��r� ,�, .l`� Station, and SLPED-ENC 5 ainless steel controller enclosure for irrig T/„ „r� �S Ntj C��l�C� �%'V� cSV�W Dt.. WGN. �n � �9.' ' `'w' �� I 5. Irrigation plan is diagrammatic. Irrigation lines shall be located in planting areas. No tees, �Q � ells, or vther turns in p�pmg shall be located under piping unless otherwise indicated. ��.. � , �, y, � I 6. The coni:ractor shall be responsible for full irrigation coverage of all plant material. I 7. The irrigation system shall not be �nstalled as shown on the drawings where there are obvious obstructions or grade differences that might not have been considered in the system design. 5uch obstructions shall be brought �mmediately to the attention of the Owner's Representative andlor Landscape Designer prior to proceeding with installation. wv1(f�- �.D YArt't �� - _ NORTH � HDR Architecture, Inc. I 251 South Lake Avenue � Sufte 1000 � Pasadena, CA 91101-3020 ( 626.584.1700 � PALM DESERT SHERIFF STATION MARK 03-18-08 90� CD SUBMITTAL 02-OS-OS 50% CD SUBMITTAL/ PLAN CHECK 12-21-07 ENTITLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMtTTAL DATE DESCRIP110N PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIVIL ROBERT POPPE LANDSCAPE USA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY C-23444 OCTOBER 31, 2007 RENEWAL DATE I f�f�IGATION PLAN SCALE I �� = 3O� �-03 FlLENAME (/ SET BOX 2" ABOVE GRADE AT SHRUBS. y SET BOX FLUSH TO GRADE AT TURF. - A.E.P. RECTANGULAR BOX #1015 WITH 6" EXTENStONS AS REQUIRED. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. �►i t,.i � � FINISHED GRADE. w w - m m pVC CONDUIT FOR = Z CONTROLLER WIRES. += I I � � ���- z : I-� � � ��- 00 6X2X16 CONC. BLOCK CAPS, ONE EACH SIDE (2 TOTAL) SXT SCHEDULE 80 NIPPLES VALVE INLEf SIZE. MASTER CONTROL VALVE ' PVC MAIN LINE. -� 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. 1 1 /2" = 1'-0" � �� -- �� � 20"X14" JUMBO PLASTIC VALVE BOX. Q PVC TRUE�Ct d . BALL VALVE: 2" ABOVE GRADE AT � SHRUBS. SET BOX FLUSH z �AT TURF. � i� 32 8406.23-01 CONTROLLER WIRE WITH 3a INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. � � FILTER AS SPECIFlED. , � PRESSURE REGULATOR AS � �� SPECIFIED. �� � PVC Q1 �1 W/ SHORT �O 1 d NIPPL :S. - 3 0 J W m 4 N � +--SCH. 80 RISER. \ - SxT TEE W/ 2" NIPPLE AT MAINLINE. �" WIRE CLOTH GOPHER - SCREEN, WRAP UP SIDES. OUTLET PIPE SAME SIZE � AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. 1" DRIP VALVE/FILTER/REGULATOR 1 1 /2" = 1'-0" FLUSH CAP AT GRADE. DRIPLINE COMPRESSION COUPLER. D IPLINE STAKE AT COUPLER. DRIPLINE WITH �MITTERS AS NOTED. � DRIPLINE STAKING AS NOTED. �� . COMPRESSION TEE AS OCCURS. ��`� � DRIPLINE FLUSH VALVE AT GRADE 32 8413.76-23 3" = 1'-0" � � �� 'J � _�� � W` V' 32 8413.49-26 �v 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. w � c� 0 w m R � � ISOLATION VALVE AS SPECIFIED. BRASS ISOLATION VALVE � . =1� III � � �-� ( ��� IITII �� _���- - � �FOUR COMMON BRICK SUPPORTS. !� • L �f 10" DIA. PVC PIPE � T� IEXTENSION, LENGTH ��i AS REQUIRED. "( . PVC MAIN LINE. SLIP/THREAD COUPLING. 6" SCHEDULE 80 THREADED � NIPPLE. �� n � �� �� � 1 1 /2" = 1 �-0" 32 8406.33-01 r C (/' :::�� } '``y�:; :.;�'�`� � I PLANT GRA DRIPLINE EO .� ^� � �► 1 ��� .�., EMITTER QR BUBBLER ON X��� IP STAKE. � ��/� ,' :� \ ••�••�•••• •• J . .... ��_ II / \' . - TYPICa �" ��;' � DRIfs TUBING. � / � i� TYPICAL COMPRESSION FITTING.-� ���•�_ �� Y / :f'� \ I I ' TRANSFER BARB I � TEE FOR DOUBLE � / � I � EMITTER. /.� � � � I � OMPRESSION FITTING. fi MULTI- UTL EMITTER OR TRANSFER. TYPICAL 1 2" RIP ING STAKE. I � TYPICAL 1/4" DIST IBUTION BING, 48" MAX. LENGTH. � 1YPICAL 1/4" TUBE STA E WITH E ER OR CAP. NOTE: 1. LACE EMITTERS 3/4 BETWEEN TH TRUNK AND TTER DRIPLINE. 2. EVENI.Y SPACE EMITTERS AROUND LANT. 3 STAKE THE DRIP TUBING AT EACH �E� ELL, COUPLE , AT EACH EMITTER OR TRANSFER� AND A 6'-0" MAX O.C. � - TYPICAL DRIP TUBING 1 1 /2� = 1'-0" 32 8413.43-01 SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. � SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS RE�UfRED. GROUND AS PER MFG. SPECIFlCATIONS. 1 /2" D(AMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. 1 1 /2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. FINISHED GRADE. _ _ �-� � �-� � =1 I 1=1 -I I I-I ��� � LONG SWEEP ELL. �-! I I- (- ��� USE PVC SCH. 40 BELOW GRADE. WALL MOUNT CONTROLLER 1" = 1'-0" 32 8409.13-01 VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. 10X15 STANDARD BOX.- LOOP, BUNDLE, AND � LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS. � 1 /2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP G' UP SIDES. TWO 6X2X16 CONCREfE - t��.00�C CfRS, ONE ON EACH SIDE OF BOX. WIRE BUNDLE JUNCTION BOX SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. W�RES TO CONTROLLER � 1 1 /2" = 1'-0" 32 8409.79-01 C MAINLINE. NpICAL FPT ADAPTER AND DR VALVE / FlLTER / ' COMPRESSION COUPLER. ( I REG TOR. 3/4" PVC LATERAL � I � TYPICAL FFSEr PIPE. I � I 2� FROM � � HARDSCAPE� 4" FROM PLANT '� J�" POLYETHYLENE � AREA. OR PVC HEADER. � I TYPICAL � I COMPRESSION ( � ( � I I I FITTING. � � I � I DRIPLINE SPACING � I AS NOTED. ( � I I I AIR RELIEF VALVE AT � I ( � � HIGH POINT� IF � I I � I � � INDICATED. � I � I TYPICAL DRIP LINE I I I I ( WITH EMITTER � A � I Q � � SPACING AS NOTED. ( � TIE DOWN STAKE AT I ( � ALL TEES, ELLS, ARVD � � � I � � � T 4' O.C. AT C Y, I � I I I I I ' O.C. AT LOAM�OR I � I I I � I I 2' O.C. AT S,vvo. I I F I � � FLU H VALVE OR � CAP T LOW END, AS N ED. END FEED EXAMPLE CENTER FEED EXAMPLE SLOPED CONDI110N NOTE: 1. INSTALL AIR RELIEF VALVE AT HIGHEST P NT. 2. SPACING AS NOTED ON TOP � OF SLOP�? 3. SPACING AT BOTTOM }� AS NOTED PLU 25�a 4. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZO E THE BOTTOM }� SEPARATELY. MAXIMUM LATERAU�ENGTH (FEET)� EMITTER FLOW RATE GPH 12" SPACING 18"�SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 .6 0.9 10 125 96 ,�175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 � 96. 175 135 218 171 J GRID PRECIPITATION R TES (IN/HR) MAXIMUM FLOW PER Z NE I R FLOW RATE MAX GPM PSI LOS EMITTER LATERAL SPACING SPACING C.6 0.9 SCHEDULE 40 PVC HEADER SIZE� 1/2" 4.7 GPM 7.7 PSI 12 12 .96 .44 3/4" 8.3 GPM 5.6 PSI 18 18 89 03 �^ 13.5 GPM 4.2 PSI 24 24 0.28 0.41 �_� �2° 33.9 GPM 2.9 PSI 2'� 52.4 GPM 1.9 PSI LATERAL FLOW ER 100 FT (GPM) pp�,Y PIPE HEADER SIZE EMITTER 12" 1 S" 24" 1/2" 4.7 GPM 8.8 PSI FLOW SPACIN SPAC�NG SPACING 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 0.6 GPH 1.0 G. M .67 GPM .50 GPM 1-1/2" 31.8 GPM 2.9 PSI 0.9 GPH 1.5 GPM .0 GPM .75 GPM 2' 52.4 GPM 2.2 PSI TYPICAL DRIPLINE LAYOUT REQUIREMENTS 3" = 1'-0" � �� �" ' �� � 32 8413.56-03 � �� � HDR Architecture, inc. 251 South Lake Avenue � Sufte 1040 � Pasadena, CA 91 1 01-3020 � 626.584.1700 PALM DESERT SHERIFF STATION 03-18-08 909� CD SUBMITfAL 02-08-08 50% CD SUBMfITAL/ PLAN CHECK 12-21-07 ENTITLEMENT 11-16-07 100� DESIGN DEVELOPMENT SUBMITfAL 10-26-07 50� DESIGN DEVELOPMENT SUBMITTAL OS-31-07 SCHEMATIC DESIGN SUBMITTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CML ROBERT POPPE LANDSCAPE IJSA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILIASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY C-23444 OCTOBER 31, 20W RENE}NAL DATE � I f�I�IGATION DETAI L� sca�E NTS L-04 2" MINIMUM. 4" MAXIMUM BELOW TOP OF BOX. 10X15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE� ONE PER BOX: PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. w OUTLET PIPE SAME SIZE �AS VALVE, 24" MIN. � TO FIRST FITTING. 0 45 DOWN AS m REQ. TO � _ LATERAL N PIPE � DEPTH. \ �� �NCREASE LATERAL 0 LINE AS PER IRRIGATION PLAN. CONCREfE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. / MAIN LINE. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4�� ABOVE FINISH (_ GRADE AT LAWN. (� a N 2�" �l o �. � . � 6" THICK LAYER OF PEA GRAVEL. � 3 ELECTRI EMO CONTROL VALVE p _ �OM 32 8406.13-01 I Z�NE CONTROL 3" = 1'-0" TYPICAL 1 /2" DRIP TUBfNG. ,.�� ...,,�., ..,.., 1 �� �, ►' � , , r►�i 32 8413.46-03 1 �v THICK LAYER OF WASHED EL. THE BOX SHALL ►T PON THE ROCK BED. NO EXTEND GRAVEL INTO C. �'4" SCHE �E 80 NIPPLE AS REQUIR . PVC LATERAL NE., ��`T ' . SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO � GRADE AT LAWN. FILENAME �-- MAIN LINE AS OCCURS. �,� i����,�.�, I, o � � � ��1 �`,� ��`�� '' . '� O � o� � �O �i .---. .� e���+b1i � . 1 o ��►1t .` ,o o �� � D���i� . � ° °�#a•.� ;� e• � o • 0 y_ • o��� � 00 _ .�o• : g� `� �oo�.e�1 � � o��'t�t ' # � 1► ' /1 .. � � r , 1 , � : / _ � / � 1 � � / � � i /% , 1 _.. _ .__ _.. ._ _.. ... _ __ _ . . ... � _ .... _.. ...... _ � � • • �� � �i��• � • • • . .. �� •'i�� • ���� 0 A�i• �• • • �T�w �����, . • � • • • � �T �� • a: _ . �?' . �_�. �� • !y � . . • . . 1 . • •� .� � O � _ a ���• �: •� �� •'. • �i�i�r _u � � ��i � +i•i �. , ^•►' i � • • -��i`. • - • • -•• .� ��.f��a�- -��' �'�� -�� --...�'R'.r..�..i��'� � �I� � • . . • • # . .j,'{� , :-',� . . . . e�# ,,�, �'e'�lcir.�c�- �7,. '''' �'' ,��`'; . , . . . v � . ,. .. . . j�•,-.,.,. . . � .,.,,,.,.,, � JIi�������r�.itr:��W. �� �������� i - .� � �■��.��..��.i��� • �� • e • f r �1 :�. �; P .� �.�°i � _a � i �G i i _ •�•� �-i� � � � ,� •� � • 0 L� 1 • • • .4��������������� / �� � : 1 • • • � i •-,• ���y� �� �� /y� �� �� • • • �� �� �� • •�i: ���� .�� • �� �� � • • � ��� • ��������� • • • � • • � ' �� , • • s�f�, • ��.�Sir+lw • • � 1� ����� �� O�'r��i • • • � � • �� 0��• 0� # • �w I�1����� ��� ��•' • •��/ • ��� 0�,�� •�� • sO O • ����� • • !�0 O �.��•�•:�,.•.'• 00 • �► �,��� • ��� �. .�.�� � �'�� . � � �_ �:.•��� . � \ - � .,i -��� � ��_ •� �� E .��- , , I �� \ • �. . Mrr. Ir11C�D \ \ � \ • � • / • � � 1 , • � � � � I , , • • • • I ` 1 � ' • � • , • � • I � � • • _• • � � • • , . - • . . � : ' �'N.`.'!�Ii!IaJiT%iTOt! i0:0!!i�iQi!• `�=Vc:�s,�'+iO�i!�0110`^�Q:OSi•:0:0:�=iT0'••� � � • p•!i7"l:�7 . ` • . . / �► �� • • DO � � \w`• �• 'ti� ��. • • � • ° �I�:' <�� 0 00• � � ve • o • � �� � • ►- -�•e - _ ' o. �► 1 � � . . . 0•1 ' �� ., g . - - . ��-��� � . . . � _ _ . . � s � n # �• a •• • �0����• �� �� � � •.�,�)�s • . r Hl►/� N��;� 1 ., ; .. � �� � . # w s c .. . c • �, O e Q � � J O � O 0 � � a■�;� � �" � ° ��►� • .�..► : . , , o o . . . � . o o• I�- � r► i, • i� � e � . a -• . ' . . . . A � • ► ' � ►. e # : ` ._ �„f' .. o , 0 ,.7 - - •.� • • o P I • • O O. � • e ���`e�.l��,� � �I �0 u e �1� �� � �0 ��� � �' �� oQ�O � � i` .�W �� • 'a ��� � ♦ �x : : '. •� ', �` q e �•' . �., e 0, • p •�, Do � � ��' • ••..•� ••..•� a M �0"0 � �r�8d�'', ,> 0�,0�,. 11 . ,o • .), '� • ' � �-� ' ,. " O d- a�t.tl •�r•••' `�'��•• � � ' 6 • • 0 O ! � F�' O �s • O 0 e �! �� . o •� • � � �� ..�# '� � #; uf e`:° T•, ��O "n'�a0'o � , �% i ,/• � � �����,�� .•'���•• ••����•• �+ O�� ' `�d � ,'�'�O°�°°0�'��� .'�` �•��` O i �F � ' _ '. •� ,. �, •, ,. , .� � O0@O , � .' g "� ge° '01� � 0 a ° o = � , • 0�$��;,�O�a � O o � ,�► � �, �' 1� d � � „ oe a0 ee O o O'�0 e �00 � • . • ` °Gi0 0 Oe �"� O � � �'�•�3���'� i �. • • • � • � � ♦ e ��� ` 1 f � 'I�; � � � • • � • • � • • � � � _ ew � • � I O , • w • • • • O V O / ,� �� A � � � oo . � � . . o. . . o a 0�, � �j� � �' " � , - ° � =, �: - �`°`! :, �_ �►°y :� �= `�j � � � - fI ' I��► • • . . Te7 ;. � '� A. ° ��► �;' . v � I � OO n - _ �j�:='•Irl- ��IL��O1�����TNI����^0 {itf;�l�w���0�i1�� v O�0 �O O(Oi���I1�fl. �jV��a� � O `,l(=��► ► ° �°�, ` ..` '�• -- . G! '� C�r G�i�ole�ofsTe� ie��o e���-,��. o s���� � i O �[e I o r •�A; , �' � • vQ O� ��m�� �:��---' ■ ■ ■ ■ ■ -■ ■- !■ ■ -■'- ■ ■ •Flt 1►���� ,� O /►�• p i�►A►:� �•�� •• c� .. v0 CG ��. O ��� / � a d YOI � � �,�,J� � i /► rl, � / 'e �r� /�' � � �I�+, �►.rt� +� � � „ I � / �� � �� o � �a ;t1► �1 , O � �'�, �' � I � "I 00 �e �R �M�r c� i �' ►I t � � � �':�F��1I' � .. ■ � p. w�' O� �a � �11 • � 0 0 ; ►,�; o ■ 00 ��►�°' ° � e� ■ ° � �:•��� � 1 �.. J� � • ��� � ,• . . .� . �� � • o.� . �=• • �s*•�•••• ��• < � # ��e� ■ r., O,� � �/�\`• , 00 � '� �� • ° • o�. . O • • �� � � • � O � 0 � -, �.6�Q#,�o .,�����_ � • . PLANT S�G�hEDULE _ �, _ � • . l� n � � . , � . o � � .� _. _ � ,� i Q/1 . �..,,�� v /� . .J��� .�.._..��.,���,. -.-r�� I � q � O 1ii .,,,��____ -.. -� � _a_ P + � . � • � � . � . � / /- ���) I� `R� , Q �.� � J � ,� /� ��qf��� � ��,/,���/�y�� ✓,T��/ OO • ���. OD � Q .� � _.._ ��.� ' "^" �� " _ _ W '�-� 1- �---_ + 1 • �.�1 J V ° 0 �o o ----.,�._,__ /''� � 6 •�{r�,+�+�-it.�t- Ltl� �i•lla�� � ���� ! �� ,� � ° ,•,�� ��` o ���� e � .,��y � � ���� �� �� �i � � O � o �C 101 �,.o ��,� .��� �^�°-�' � �: 0�' ��` � � ��� �' I ; ��'':.::� O o O . ____� x ,s-�, ` � > �, •�,, 00 • � � `` ✓r ���� GGc, S �' �' . o ,;�... � , . �,. � � � .. � �._ .� � . � � �. � �� � f� �j' S� `' �•A. . 1�\ .1��•.\ �,;. _ � • .� � ._.-,�'���_. � /� � V I � � (� I • II � � � u 0 � � O � � � � 0 \�, � � . � . �� O O p�� O � _� � A � � A O �• O � �� i `,° p � OOp � A� � � . • � �., �;��:� " � � �� � � � a O � a � p OO� � � . � . • Q . � � � � � ° Q . � �'.. ` 0 • a o �. . e �� . " 0 . ____.. �1y8 HSbM OO O` , . I� � � i-d��.'.I 0 • O Q� �� O OD � � I l � � O O , O� v O O O � � ° �� ° � -� , � e ��� � +in /" � � I-1�I' I � �� i - �� ,• "�`�a - , ,�. , . . ;e :�. • I • • �v � - - - . . , � �a oa�. �� -, �,-� , , � �' �1�`.� Ilii o I��` •` .�� o � '�i e , ;� ���� � ��, O � c �'° o � ._ -;i 4 ;:�� �� � ���� 0 ,.�,��••�., °� ����. . ' I �. ���� . �i�ji � . � � � • f��, �. ' � � O ��_�� • �I 'O � • .,o•, I�• # e O oe J��� �•I . i � �� a e ar GP�T/�r����i.� 0 a �� P-101 _ �Y` S 105 �. � .� ; so t S-104 �� '-102 � � � � � v� � � �--_-� � ---- - i - / w� Q�� �0'� � �Ptiiow��l ,raavr. r°�i'yi�� _._....____._�._ .._._.. � � �, �fa /,(.� _ _ - �e'r'�.o�c-�.+�- - ,�,a��.�, �� �� � �'' GENEfZAL NOTES: GROUND COVERS CODE BOTANICAL COMMON CONTT �, Qn' I. All paving shall be Wausau Tile Terra Paving Type 2 GTX6208. ��VC,�(����� $,�, �, Installed as per manufacturer's specifications. � �? ACA D�S Acaaa redolens 'Desert Carpet' TM � 3 �@ �'� oc 669 2. Tables shall be LandScape Forms 42" Steelhead table top with perforated metal insert, �owdercoated in "Stone" color, and single surface mount base powdercoated in "Stone" color. Accompanying ERI LAR Ericameria laricifolia 'Aguirre' TM Turpentine Bush 3 al@ 36" oc 379 chair5, 4 per table, 5hall be Traverse ("Verona") chair with armrests _ _ _ _ _._._.--._.._. �. ____ . _ . _._ _. .___ _. _----- � and perforated metal seat, powdercoated with "Bronze" color finish. . � _...,... __ _ " �� � - Installed as per manufacturer's specifications. -- _ �..:� . � T; .,::. .•� � . _..__.._ --------...____._..... . a :•{�Y:� . '... ' :. . �•���':"'�� � ;' lAN PUR Lantana montevidensis Purple Trailing Lantana I gal@ 48" oc 288 :;�::: :;;�.,,<> 3. Benches shall be Landscape Forms "Sonoma" bench with a back and ��� �,n,�, end arms, for exterior installation with two legs to be surface ��,�-___a__.___.__. l. _, mounted, redwood seat, and powdercoated firnsh m"Bronze". . � � � �-. r^ .... • �� • � ��.�`�i�a� �'��i �� 4� � •�. ��o� •� �r�������� • ��T���•• • ��o-_�' ������� Of� �ii •, . . � :�::.,.; �. �r .t# ::;:�• �► �►,• �:�. �::: � o• .: _:• - .::, ,�, e o_.a •.,;:.- .• . . . , .w.ti3r.�..i�i��� . . .�::.: .. . ., . . �.. � � • � ��. Q •-. r �i �fs� .��t �f fG► �� ':!i���i i���i �!�!•'• i ���i�i�i�i�i�. 0 �� r/� � ����✓ � o • e e y� ` � . 0 �` i � �',��������� •�� � y • ���-�•� ��� , �L O �' � �0 �i�i�i�i�i��'�� �i�i�i�i�i�i�i�i. :i �� Y . �.� , './ 1' � . � 0 O 00 C `1�� � � i � • • � ^�� JC+► i � ,�0 • O # �� � ���������1����������' '������������� / �.i � . • � � � � � • y • • • • � y� �i � � i � � • • � � 1 � � i / • •" • • �, � Q ° 0 ° ° ° � �'���������•�•�•�' - y;�:•i•�•:`:•i " . "�•0 �1 r� /J .•••�•�•��•�. .•�•�•����.�••� °� �� °i1� • �. .. �f � �� � � 0 •�••'+• •�• •i•.� ' �•�•.•.�•���}-•• � �•� .... .. _ � . ....... � � � �� .L•��•:L�:; . .•:•••••:•t•S•:•_• �►�.I ;� • . O #a � .���� ,.� ���«.�.�..�:,p•.• •,••.J_`� .� - - -`. 0 0 0 O � !�i�i�i�isi�i�i�i� ��'r `.�_� �. ��; �• ��. . •� �. �_a.sScy��.�..._. � � 0�� .r��'� r,�r� O • • 0 0 �� � �� �� q� �������� 0 ._. _ _ - - _ - _ _ { � � � �i�.�������•�d� r. Li . ._ .... _ . __._ .__..._.._. . .. . . __ ._._ _.. . ..-. """."""' ____- ____ _ _ _ � _ _ _ �� ����fl�a...,..0.�•�� •,ef e0e O�• a0e O O O �: � O O O � Q � O �� ����� �� ���� . �^, � �- . �.� ,, ... ��.. -� ' ^ 1��F .` F �'��� i 7 . - -"- '��=r' - --- - ---. --� - - _ � ��:: --- - - ,�-;�c.� - -- - - �r. �-- �_ �����r�-� 'i�! . ►-F-�rwq.'r-- -----.__ .� �,::;,. .�'t O O. ., .. s ��i�.v-� r� . 1 - - Q . -7� 7�----- - -r*w!n,w!► - 7_._ . .T�-� � # �.�i _ ,.. `"'�s _ _ _. . . �_. �..., .. ,.. y, �� .. �e►� .+�e� ... ��� _# � + ' � _. ;..y.�Q/l��r e� .:��;�'�r..f0 •�-�.,^ '--' -'�•�.l�d� 71��.�:�iO�i�`C01,�.,�.r�!.�Or�Oa� •,+,•��!•_��q*,� .� ���, e t �l.� �' •' �.� .�_ :�;�; �. .� � ��� !i��•i` .�r! �.�.i, ! 0 . ���;+►b!�! - __.. _.......___ -- -.. __ - - - - - - - - - - - -- - - � ., � ,� ' �� � -' -' ------� ---- - r.- --� �- -- ------- ---_ -..----- ------...SiO���"�i��Y.r+� �r. ���iOr�.s..i��.. � Ori� Ol ..��-�� - - - � .,. . ,. .... ,: TREES CODE BOTANICAL COMMONlH2O/PF CONT QTY • ACA SMA Acaaa smallii Sweet Acaaa/low/0.2 24"box I 4 . OLE FR2 Olea europaea ' Fruitless' Fruitless Olwe/mod/0.5 24"box 36 Low branching, single trunk, single leader • 0 0000000a0000 , • o PAR t1YB Parkinsonia hybrid 'Desert Museumylow/0.2 24"box 20 Low branching, single trunk, single leader o °�e.. _ _..e��o QUE SUB Quercus suber Cork Oak /low/0.2 24"box 8 QUE VIR Quercus virginiana '1leritage' Southern Live Oak 24"box I 4 Low branching, single trunk, single leader 'Heritageymod/0.5 VIT AGN Vitex agnus-castus Chaste Tree/mod/0.5 24"box I 3 Low branching, single trunk, single leader SFiRUBS CODE BOTANfCAL COMMON CONT QTY � e AGA AME Agave americana Century Plant/low/0.2 5 gal I O8 ��V_� OD AGA SCf1 Agave schidigera ' Durango Delight' TM Agave/low/0.2 5 gal 308 ( n BAI W9i�� Barleya rr��ltrradsata Deser� �an�g+o�l'c9Pl'd�r/�. 2 P�I' `�`77 � � CAE PUL Caesalpinia pulcherrima Red Bird Of Paradise/ 5 gal 97 mod/0.5 � CAL DWA Callistemon viminalis ' Little John' Dwarf Weeping Bottlebru5h/ 5 gal I 55 mod/0.5 % DA5 WI1E Dasylirion wheeleri Grey Desert 5poonllow/0.2 5 gal I 78 [.� LEU TI1U Leucophyllum candidum 'Thunder Cloud' TM Thunder Cloud 5age/ 5 gal 63 � low/0.2 � LEU PRU Leucophyllum pruinosum ' Sierra Bouc�uet' TM Sierra Bouauet Sage/ 5 gal 59 low/O. 2 � OPU BAS Opuntia basilaris 4 Prickly Pear/low/0.2 5 gal I 39 Minimum planting size of�pads per plant � OPU C110 Opuntia bigelovn Teddy Bear Cholla/low/0.2 5 gal 80 I.5' minimum height, minimum planting size of � �pads per plant YUC ELA Yucca elata Soaptree Yueca/low/0.2 I O/ I 5 gal 3 REFERENCE NOTES SChEDULE SYMBOL REFERENCE NOTES f K-101 gOULDERS TYP.-- 'CALIFORNIA GOLD ' �_,�� 3/8" MINUS WITI1 I I% FINES 'CALIFORNIA GD1.D' DEC�I�I'i�Q'SEf3 �f�1'T� I�1'U'CCi� TYP. K-103 3" TO 4" COBBLESTONE RIP-RAP'CALIFORNIA GOLD', � BIOSWALE BOTTOM, TYP. +P-101 PAViNG PAVING PER ARCHITECTURAL PLAN SITE FURNIShINGS -102 STONE BOLLARD IYP. -- 'CALIFORNIA GOLD' S-103 TABLE AND C11AIR5 TYP. -104 BENCII TYP. -105 TRASH RECEPTACLE AND A5H URN TYP. O . � O� ,1�1 ,�q �N�il t��� � � ,, �� �v,, Q .� �o.���' _ a � [�:�� v� �� O � �►. �j ���� �'!.y ,�?,l/�'v �� • ��� ��� . .�■ � .,. . 'I� � o��o o . + �#. QTY 57 (SEE GEN. NOTE #5, and D�TAIL 3/1-02) (SEE I�LN.NTI fVG �l'OT� #3) (SEE PLANTING NOTE #5) (SEE GEN. NOTE # I ) 6(SEE GEN. NOTE #5, and DETAIL 4/L-02) 3 SETS (SEE GEN. NOTE #2) 4 (SEE GEN. NOTE #3) 5 EACti (SEE GEN. NOTE #4) � Installed as per manufacturer's specifications. 4. Trash receptacles shall be Landscape Forms "Petoskey" litter receptacle with hinged lid/surface mount base, powdercoated with "Bronze" color finish. Ashcans shall be Landscape Forms "Petoskey" Ash urn powdercoated with "Bronze" color finish. Installed as per manufacturer's s�ecifications. .. . . . .� .. . ., . . 9 5. Boulders in planting beds shall be grouped into clusters of three (3) boulders each vary�ng in size from 24" to 48" across. Stone W�oPrards s�ral'I" Ihe bau�Pd'ers embedded m en�ry �av�ng and shall vary in size form 60" to 72" across. All boulders shafl be 'California Gold' granite boulders from Southwest Boulder � Stone, or ec�uivalent approved by the City of Palm Desert Landscape Specialist and the Owner's Representat�ve. Contractor must submit sampies for approval prior to installation. 6. Trees, plants, walls, s�dewalks and permanent structures of any kind shall not be planted, installed or built m fCVWD and USBR �asements or rights-of-way without first obtaining an encroachment permit from CVWD. 7 � � � ���� s:s.a�:�s � • ;� '•:•:•:•:•:•.' ������ ...... .•.•.•.•.•.- :••••.� �.�:�t�.�t�.�. �, � �r;�•.; ;; � � � ' �, • • :•:• .. .•. .•. . :�:•.•:•: � .•: .•.•.•.•.• .:.:.:.:.:.:.:.. , �........ ....... '•.•.•.•.•.•.•. .�.�.�.�.�.�., �������������� j• �_����������„ ' ; �,: �:�:.�._�, ; F,� ' ;''?��' '- k,r.=�:_:: �s �.•:,- ,:% .,: ,,., ., � ,,,.__� :..,. ;_;: �� ,�:=::::::::: ::.:� ����������1�1�� • � � � 1 � � • � � � � • • � � 1 � • �� ���1���1����� �����-�������� . ,•+••.-•••••. • � � � � • I ��� ������� .'i�i�����i � � � ������� �o# � S � � O � ■� � o � , �' 0 ��61� _ 0 1� ,o� ,��,o� i � �a � ,,�;�,. . � o �� �� .,.,: ., ;•:•: �►�e .;. .:•:•�� • .- i ������; e �� �� .•• •••� � •S•:• '�II•:•:•: .. O ,... :�::::�; e ,: ;::::. � �:�:�:�, :�:�:�:�:�:� � :::::::� ::::::::•, : � • � •�': ''' ; !.•. • ;. •!:;. ''�:� � .. . `�:�:�:�, � •: : ;;:•:.. • �.-.- .•:�. ...••- � � �.�.�.�.,.�. i��������� ;.... � :•:•:•:•: � : ..... �, � :::.:::•:-.•:::::::::•.. ,,�..•.•.:.....:.:. �;. � . -� �- ; � �,� �� �'�'-'�,�.� ;:.��. �- o� � g� �.. � �.:.e.. . .•.•.� ,;....- .�.�.�.�., � '.;.;•;.;.;. 5,•,•••,•_ .- , ., � .-. . .. • ��� �f � ���������� • � � � • ��������� �������� � � ��������� ��������� ........: ..... i :•:::::::�. .������� --• i ,•;•;•;•. .•.•.•.•.� .;.;.�.�.' .. � .�. - .. •� • � .;. . _ _ . ' � . , . ,i � � ! O ,.. • I � 0 o� ' � � I OO � � I o � A� ° � � , � 0 � e � � / �� C'�'Z�5 °1�i � a. m � �� � PLANTI NG NOTES: 3�� ��,, I. All plants shall be in5talled as per plan and 5chedule. Contractor _ � must contact the City of Palm Desert��ti���c�al�st�nd the /�,�,,'�,�.°�''�-. Owner's Representative for approval pr�or to any substituttons to piant material. 2. Trees shail be single trunk and leader, low-branching and must meet mirnmum standards as set forth by the Arizc:�a Nursery Association Grower's Committee Recommended Averag;� Tree Specifications, for each tree species listed. Contractor shall cbtain approval on tree selections from Owner's Represenative and �,ity of Palm Desert Landscape Specialist prior to instaliation. 3. All planting beds shall be covered with 3/8-inch minus with I I% fines 'California Gold' decomposed grarnte mulch,, compacted and watered to a final 2-inch depth. Top of decomposed granite mulch shall be I inch below top of curb. All substitut�ons must be approved by Owner's Representative and City of Palm Desert La��pe {�a�v�ds�Nu��'�" �ecr�fist prior to installation. � 4. All plants shall be planted per Deta�is I/L-02, 2/L-02. There shall be no signs of recent prunmg, including nicks. � °� � 5. Ent,re len�th of b�osv�ale baitom �h,all �b�e �I:i;ned w�th 3"-�6" ,(�h�ckness,� local cobblestone rip-rap, ''Gofd Cobble', rrrstalled over weed' barr�er fabric. F���`i�,"c� OCT 7 2Qpg PUBLIC WUhriS G`�q�T,��NT CITY OF PA►_n;7 DFSrRT � HDR Architecture, Inc. 251 So th Lake Avenue � Suite 1000 ( Pasadena, CA 91 1 01-3020 � 626.584.1700 �ii�t � PALM DESERT SHERI�F STATlON ' ����` � � �* z; �:'�, �� � c� �' y,. , �,'1k �O 4 v� y ��� �;� m I 4 ���� ��,. , ,��_. � �� ,�� / �+%! `-._-...r---^ 4'y ;% �, �' 9, �,u�,i-�' 08-20-08 BID SEf 08-06-08 PERMIT SET 03-18-08 90� CD SUBMITTAL 02-08-08 50� CD SUBMITTAL/ PLAN CHECK 12-21-07 ENTITLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50� DESIGN DEVEIOPMENT SUBMITTAI 08-31-07 SCHEMATIC DESIGN SUBMITTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESfGN PAUL NAGASHIMA CIVIL ROBERT POPPE i LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KE{TH CARROLL DRAWN BY R���IV�� `�-.� AUG � 8 `�OQ3 , �, mr oF w►�M flEs�a� . e , Cp�JBUC WORKS DEPT . PLANTI NG PLAN SCALE 1" - 30.0' � NORTH �-01 1 N �� S-103 P-101 � i� � i `� / i � � , , � / i r �� I ` � ' �' '' _ . A• � i��' � � � �'.�e ••�;�:,�s"-�';� �:: ••:•, f �ri�������� ,, i••�• ':'�' . ` 0 v ; . i� � �' � �� , v, I • d , • , I �� � � / / • • , ,�c 0� ' ` '..�-1 � I ' ' � L!f 6 L TOP OF ROOT CROWN AT FINAL GRADE. � -•� !sV�:j�Ol�:j�Ol�:j� ►�i!Iwi�s�Iwi��!Iwi ROOTBALL BACKFILL MIX, SEE —� 2X ROOTBALL NOTES AND SPECIFICATIONS. 32" AT 15 GALLON 48" AT 24" BOX PLANT PIT DETAIL so" AT 30" Box 72" AT 36'� BOX NOTES: 1. NO MULCH SHALL BE INSTALLED WITHIN TREE WELL. TREE PLANTING WITH DOUBLE STAKE —� NOTES: 1. NO WIRE SHALL BE USED TO SECURE CINCH TIES. AS PER COPD DETAIL NO. XXXX. 1 " = 1 �-0" 32 9413.23-03 STAMPED CONCRETE OR TILE PAVING 9590 COMPACTED SUB—BASE OR UND{STURBED� NATIVE SOI L � ..�. . „; . �""MIN. TO �" MAX.EXPANSION JOINTWITH SILICONE FILLER r FINISH GRADE . y'. 6" CONCRETE FOOTING ' •� � °� � � ' � � �" � . . . . ... �.. BELOW BOULDER GRADE .- -- - — �6" MIN. DEPTH OF 95% COMPACTED AGGREGATE SUB—BASE OR UNDISTURBED NATIVE SOIL TO NOTE: AVOID SETTLING BENEATH BOLLARDS. 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 2. SUB-BASE MATERIAL SHALL BE LAID AND COMPACTED UP TO BOULDER EDGE. 3. 3/" MIN. TO �a" MAX. EXPANSION JOINT SHALL BE LEFT BETWEEN PLAZA PAVING AND BOULDER. JOINT SHALL BE FILLED WfTH SILICONE �ILLER AS PER MANUFACTURERS INSTRUCT{ONS. � STONE BOLLARD 3/4" = 1'-0" � ri � ROOT AT FINISHED GRADE 2" DECOMPOSED GRANITE JISH GRADE BACKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT UNDISTURBED NATIVE SOIL � r^���A�7�./'"`� ' � ���°` NOTE: 1. INSTAL GRAVEL MULC TO WITHIN 3" DiAMETER OF SHRUB STEMS. 2. BACKFILL E NATIVE SOIL WITHOUTAMENDMENT. NATIVE SHRUB PLANTING ,��_,„ DETAIL—FILE NOTE: 1. BURY BOULDER 1/3 BELOW FINISH GRADE. 2. BURY BOUL.DER Y INTO HILLSIDE AND BACKFILL AROUND IT. 3. COMPACT SUBGRADE TO MINIMIZE DIFFERENTIAL SETTLING. BOULDER 3/4" = 1'-0" j���%�',� � � /! , (_� /_ �=�V�'` - l�- `��j ' � �,�Q�Y,� � ' L � �� � �=� �-�`'''` �� 4�-r,�-.. u�-P.�}'�--�-���--� � r � �-�� �v �-r.� � �� ��d ,_ L'' V (Ju i� i�/�- �.Cc�.�i� �,�, � 'Gx'd"� r �����,/ �, `'w]3 � v HDR Architecture, Inc. 251 South Lake Avenue � Suite 1000 � Pasadena, CA 91101-3020 � 626.584.1700 PALM DESERT SHERIFF STATION MARK 08-20—OS BID SEf 08-06-08 PERMIT SEf 03-18-08 90% CD SUBMITTAL 02-08-08 50� CD SUBMITTAL/ PLAN CHECK 12-21-07 ENTiTLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 5Q� DESIGN DEVELQPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMITTAL DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIV(L ROBERT POPPE LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY SITE DETAI LS SCALE NTS �-02 �� � ` Q� � � � � � w WATER BASIN WITH 3'� BERM � � x 3" HIGH BERM � m a _ _..� � :I I I-1 ������ co `2" DECOMPOSED � GRANITE MULCH � � � z � � , J � �'C7 � ���, UNDISTURBED NATIVE SOIL. z � � M ;� .V DOUBLE CINCH TIES AROUND TREE AND STAKE IN A"FIGURE 8" CONFIGURATION TO STABILIZE. ! DO NOT IMMOBILIZE TREES; ALLOW FOR MOVEMENT. 3" DIAMETER X 10� TALL PRESSURE TREATED STAKES. SET PERPENDICULAR TO PREVAILING fI WINDS. � REMOVE NURSERY STAKE BY THE ' I END OF MAINTENANCE. ROOT BALL 2-4" BACKFILL PLANTING AS PER PLANT PIT DETAIL. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. UNDISTURBED NATIVE SOIL. STAKIN� DETAIL FILENAME tfALL UTA. X 'L SETTLING. � vvv v. .v� � v,.. v�v , �: ..��. 8 17 �.5^ 5.2 �" 4.8 � . � � � �� � �� � �� � � .. � � �� � �� � �� � �� � � � ��. � �� .. � � �� � � � � � �� � �� � �.i. � �� � � � �.�. � �� � E---`------- - --- - - � - � -- -- - � - - �_ � � �-- -- -= ------_ _- - _ '- - - _- _---- _ _ �--- _ _---- _�-- - _-_ -- - _ _ --- _- _--- -_ _ � -- _ _--- -_ _-�-- _-_ ----�-� 7 E- - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ - - - - _ - _ - - - - = _ - - -- - - _ = - - - - _ - _ - - -- - - - � � ----------------s--------------- s ----------------- - -----------s----------:�.�----�---------------- --------------- s --------------'-s-----------------s 1 I � l ��: +, --�-- ----------�----------------�--- --_��---- -�----�----.--- , I I t� �� I �� � � I � -� � _ � T '►�� �"+`t i �-______- ' ____� _____-____= y =_ �------------- ------ �� ----� �---- - --s� `- �---- - - - �-- - - --�--� � � I ' � � 6 T , r -� ��_ i T 1 1 1 I I I I � � ', � � 1 I 1 ��:, I � I � I I � ----1- - � W"----� � I ' I � � I I �-- - - - - - � F- - - - --� I ( ' I I ( � � - � � �- � I I � I � , I� �) � I I -------��'" � I I I � I I q � ' I I�� � � �� �------------1tL �----� I � I � � I I I � � --------------� � �`: CC I � I � I I I I 1 �-- -------------J ��: � � � � 1 I I I I 1 �� T �I � T � -----��...�.�.�.- � � I � � �A � P T� " � � ��„ � � p � � �� � � � � �-- -� � � � � � I - - - - I--� II I I � I I� � � - ---- - ------ - ----- ---- - -- (�I � � � 14 � � I I � I I� I � � � 1 I I s � ,�� 4.8 I I I I � �-T--� � � � � � j j � I ! I I � � � t I � � 13 � 1 5 �� I I � � t � � � I I �� 7.8 _ I_ I ��" � �.5' 1 9.8 � � � � � i i � � i II � i i ( � � ' �� � I � I 1�� � � � �� ��� 4 1 I � I j 1 jj I I � �� I � � � � �.5' 1.1 i I i � i � � � � � � � � I I � I � 1� � � ' � � I�� II � I I 1 � � � �`I'� 1�� � � �� � I I � I I � I I�� � � � �� � � � 1 I I j � � �� I I 1 I I� j` �� I� � � � � j � � j� � � I I I I� a � I ! � I � �I 1 � I I�� ��� � � I � II � I I � I I � � � 1 � � � � I_�"� � � � � I I � � � � � � � � I I � � � I I� � j I � � � � I � � I I � � ��- -�-r � i i ;. i i i �. � � � � � � i i i i� i i � i i � -- � � � ii � ii i i I I� � � � I 3 E----- -----------�s � � � I I � � � i � � � � ' �" 11.2 - -_. ------ - -� ---- - I I i � � � ------� 11 � j��-��--_-_-� _-_- � ; � � SH AY � � � i i 12 � � � �� 1 ; � I �• s.s i i'� � s�,� d � � � �• a.s N , 2 I--- ��� ��----� a � TRAILER �f � i I � li � �� � I I II ' I � � -- ---- --- --- -- -� ,.5� 2.7 t � 1.5" 12.8 � � � I F- J� �-�- � -� -� � � � � I I� � I I • i '� I �+ � ----� -- _- -- � 1 I (I � � 1 � I I I � � � � �^ 8.9 i Ii �� � i � I I � � � II ' II ���� 9 18 �I 19 � I I � .�s° 3.5 � � (� � � ( � � � I (� � � r_- 1• 6.2 �� 4.8 I I �� �" � i � i i� ii � �� � �i r __ - =- - _ � � � I I�� j � � �I � �I � �_ ____ __=_- _ _- _- �� r- --- -- ----- _---_ �=-_ =__ -==- � ---- ---� � I I I � I I � j I � I� 1 � � 1 I I I I � � � � I �I 6 15 I � I I ; I I 1 � �' I � � � � I I � � �" 13.8 .�5° 2.6 � i ' ( � ' I I� � � � � I I� �� � � � I � � � j I I I I �--- �--� 1 I I � I � � � I I I I� I I �� 1 �� I� � �� � I ( I I� I I � �� � �� �� I � d I I I� � I I � I �� � I I IP I I 1� � � I I � � b I � �I �I � � � 1 I I I I �� -------�I I � � I I I I� �s I I � �� � � i=--------- s � � I I I �� II �� 1� � � �� 1 � I I I I � I I �-- �'J , � I �� , � I I � � I `` � � � I 1 � � � I I � I � �� I I � I I IL 1 �I � �� I I � y� � , � � �,�J � I � �� 1 I I I� � �---� � � , � -_--- ---�-- ---- -�- ' I I ��� �---_-� �- ---- ------- -- ----- - -- --J F-s� F �-- --- - -�--- --- ----�� I I � �� ' � � .. � � ' - - - - - - ; I I � I� I I � �.��������-�-�-��������������� � ��������-��� ��„ 1 ; I I r w� BF � M � �� � ' �I� I I r � � � � 1 �--------- �----------------�-- �---� --�---------�--� ---------�---�- s� s n s � �--------------------------------------------------------------------------�------------------------ --�I------------------------------------ --s I I PR�?PERTYLINE �----------------------------------------------------------------------- -------- ---------- ' F----------------------------------��---------------------------------------------------------� -� �_J � � � � � � � �� � �..�� � � � � � � � � � �� � � .. �� � �� � �� .. �� � � � � � � � � � �� � � � � � ��rr� � � � � � `i 7 16 _,.7 kp�° RETAI N I NG WALL (TYP) '.5" 0.2 .'5'• 3.� �.�"� j !A�� � � ` �fl IRRIGATIC�N SChEDULE EMlTTER SChEDULE ,�' IRRIGATION NOTES � SYMBOL i MANUFACTUREiZ/MODEUDESCRIPT(ON I ❑'� 4" Water meter installed by the Coachella Valley Water District (CVWD) BF I" Reduced Pressure Backflow Preventer - Febco 825Y, installed by CVWD POC f Point of Connection - Contractor work to tie downstream from CVWD installed ec�uipment. � I 4" Wilkins 500YSBR Brass Pressure Reducing Valve and I 00 mesh Wye F�Iter Set at 50P51 � � I " Master Control Valve Rainbird EFB-CP- I 00 Brass Remote Control Valve CC 20 Station Controller Weathermatic Smartline I 620, SLW20 weather station, Outdoor mount � I 2" Full Port Isolation Brass Ball Valve Wilkins 850 � 4" Quick-Coupling Valve with locking rubber�cover a Rainbird 33DLRC Zone Control Valve, Pressure Regulator, Mesh Filter Kit � 4" Rainbird XCZ-LF-075 o �,� ,��� ���� �cz- �� � ` I 2" Rainbird XCZ- I 50-COM I .�. � � I'' Drip Zone Boundary ,� _ � � _ � _ �, � I �' Irrigation Mamline: PVC 5chedule 40 ________. Irrigation Drip Irrigation Backbone lateral Line: PVC Class 200, I" unless otherwise noted See Detail 8/L-04 4" Irrigation Drip Irrigation lateral Line: PVC Class 3 I 5 � Drip Irrigation riser for trees: Symbol represents 2 emitter bubblers per tree. See Emitter Schedule � I' Automatic Fiush Va(ve . P�pe 5leeve: PVC Class 200 'Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to �asily slide through sleeving material and at least 2 sizes larger than enclosed pipe. Extend sleeves I 8 inches beyond edges bf paving or construction. o b I. Irrigation system shall be a low-volume, drip irrigation system installed per City fo Palm TOTAL GPN Desert Standard Details No. 026, March, 2008. 2. Irrigation water meter and building backflow preventer shall be installed by CVWD, 26 Contractor shall coordinate installation with CVWD. � � 3. Irrigation pipes to share trenches wherever practicable. 4 4. Irrigation main line shall be buried at a depth of I 8" - 24". Lateral line shall be buried at a depth of 9" - I 2". 4 5. Install irrigation pipes in trenches with printed label information facmg up for c�uick � 2 identif�cat�on dur�ng the site observation of pipe mstallation in open trenches. �� � 6. Install a minimum of 2" decomposed granite mulch atop irrigation distribution componen�s to a M�t deter weed growth. r �� ��� � � 7. All irrigation valves to be housed in appropriately-sized tan-colored Carson box. U►��V�'' 1N �_� p., �rd`�'� 8. Installed emitters on uphill side of slope. �, y � 1 ��,/�%' � 9. irrigation plan is diagrammatic. Irrigation I�nes shown in paving shalf be focated in the c(osest �� ad�acent planting area unless otherwise noted. No tees, ells, or other turns in piping shall be , located under paving unless otherwise noted. Valve Callout $� Valve Number � �, ' #° # Valve Flow �� Valve Size X'/ V i , \ .��- ,� ;.�' �`� �`�J/ � ,� ✓ � �✓ y�n,��-�Q " ��n �,a.�. � �`� M�,�, U�a�,�, I 0. The contractor shall be responsible for full irrigation coverage of all plant material. I I. The irrigation system shall not be mstafled as shown on the drawmgs where there are �avious obstructions or grade differences that might not have been considered in the system design. Such obstructions shall be brought immediately to the attention of the Owner's Representative prior to proceeding with insta�lation. I 2. Trees, plants, walls, sidewalks and permanent structures of any kind shall not be planted, installed or built in CVWD and USBR easements or rights-of-way without first obtaining an encroach- ment permit from CVWD. L HDR Architecture, Inc. 251 South Lake Avenue � Suite 1000 � Pasadena, CA 91 1 01-3020 � 626.584.1700 PALM DESERT SHERIFF STATION � �, 08-20-08 08-06-08 03-18-OS 02-08-08 12-21-07 11-16-07 10-26-Q7 08-31-07 �.� DATE �`� _.�-9� � �q MARK Aa � �A�� �-" * ���`� � s\ F . *,� � ����~'� ��'� � BID SEf PERMIT SEf 90% CD SUBMITTAL 50� CD SUBMITTAL/ PLAN CHECK ENTlTLEMENT 100% DESIGN D�IIELOPMENT SUBMITTAL 50% DESIGN DEI�ELOPMENT SUBMITTAL SCHEMATIC DESIGN SUBMITTAL DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCNITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIVIL ROBERT POPPE LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY . a o � NORTH PLANT SIZE MANUFACTURER/PART NUM 24" BOX I 5 GAL 5 GAL 3 GAL I GAL RAINBIRD DRIP BUBBL °'iXB} O- I 032 RAINBIRD DRIP EMITTER C-05- I 032 RAINBIRD DRIP EMITTER XB-2��C- I 032 RAINBIRD DRIP EMITTER XB-20PC- I 032 RAINBIRD DRIP EMITTER XB-20PC- I 032 # / GPI1 PER EMfTTER 2 / I 3GPH 2 / 5GPI1 2 / 2GPf1 2 / 2GPH I / 2GPh i I II�f�IGATION PLAN SCALE �M = 30.0' L-03 �� FILENAME SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. — RECTANGU LAR VALVE BOX — (TAN IN COLOR) WITH 6" EXTENSIONS AS REQU I RED WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. w w � � ,� FINISHED GRADE. W W m m PVC CONDUIT FOR III— j Z CONTROLLER WIRES. I—III� � � iii- Z N (��i���: � � ao 6X2X16 CONC. BLOCK CAPS,� ONE EACH SIDE (2 TOTAL) SXT SCHEDULE 80 NIPPLES VALVE INLEf SIZE. MASTER CONTROL VALVE ' PVC MAIN LINE. � 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. IVVIG. 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL � TO NOMINAL QUICK COUPLING VALVE INLET SIZE. ;�� QUICK COUPLING VALVE -- MODEL 44RC SERIES � O1 FINISH GRADE/TOP OF MULCH O2 QUICK—COUPLING VALVE: RAIN BIRD MODEL 44LRC O3 VALVE BOX WITH COVER O4 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL O5 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) � ��t��� �� �� �� O7 PVC SCH 40 STREET ELL O8 PVC SCN 40 TEE OR ELL O9 PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM ' ` �v JG • � / � � �� � �°� � 1 1 /2'� = 1'-0,� 32 8406.23-04 SE�T GOP1TROLCER 60' ABOV'E FINISHED GRADE UNLESS OTHERWISE NOTED. WEATHERMATIC SMARTLIf SLW20 WEATHER STA SECURELY BOLT CONTR TO WALL. INSTALL BAC BATT"ERIES AS REQUIRE[ GROUND AS PER MFG. SPEC IFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL COD ES. i �i i FINISHED GRADE. O° LONG SWEEF � WALL MOUNT CONTROLLER �„ _ ,,, 32 8406.43-05 VALVE BOX LID, H�AD �RAND "�J BOX" ON �p� WITH 2" HIGH LETTERS (TAN IN COLOR). 10X15 STANDARD BOX. 1 1 /2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. = PVC SCH. 40 o«OW GRADE. 1" _ 'I'—p„ DETAIL—FILE � �,� ��� T/1f� /1C \II II�1'�LI � �. � �u_ LOOP, BUNDLE, AND —� LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS. � 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES. TWO 6X2X16 CONCREfE — ' BLOCK CPAS, ONE ON EACH SIDE OF BOX. WIRE BUNDLE JUNCTION BOX i i/2" _ �'—o" SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO � C;RAIIF AT I AWN SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER 32 8409.79-02 I ! FINISH GRADE DIR�CTION OF FLOW --► � OTE: CVWD INSTALLS RFB DIRECTLY BEHIND WATE�METERS. � �' � �t/ATER PRESSURE REDUCING VALVE 6" = 1'-0" DETAIL—FILE PVC FITfING WATER PRESSURE REDUCING VALVE AND BRASS WYE 00 MESH) SIZE AND �SURE TO PLA�I L PRESSUFtE GAUGE �' VI N 1 /4'� POLY FLEX RISER W/ 1/2" MIPT 10/32" THREADED END — LATERAL LINE. SCHEDULE 40 PVC PIPE NOTES: 1. POLY FLEX RISER Y4." 2. NO BARBED EMITTERS PER CVWD. 3. EMITTERS TO HAVE DIFUSER CAP IF NEEDED. DRIP EMITTER 1/4" PVC RISER NTS DETAIL—FILE 20"X14" JUMBO PLASTIC VALVE BOX. ISOLATION VALVE —FULL PORT BALL VALVE. /2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH z �AT MULCH. � `� CONTROL�ER WIRE WITH 30 INCH LINEAR LENGTH F COIL, WITH PLASTIC I.D. TAG AND WAT�RPROOF CONNECTORS. RCV AS SPECIFIED. FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. � PVC T.O.E. TO SLIP I � NIPPLE . .. �'!�el �4_ , , , � —�SCH. 80 RISER. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. 45' DOWN AS REQ. TO SxT TEE W/ 2" LATERAL PIPE DEPTH. NIPPLE AT MAINLINE. 1Vy0 6X2X16 CONCRETE BLOCK CAPS, 1�" WIRE CLOTH GOPHER ON� ON EACH SIDE OF THE BOX. SCREEN, WRAP UP SIDES. � � 3/4" - 1 1/2" DRIP VALVE/FILTER/REGULATOR 1 1 /2° = 1 �-0„ 32 8413.76-01 . ...,.... ..' . .. ..._ _ ._ ,....,._. .�.._ ..........: ... .... .,,........_.__,_ ........ < .. ... ..... ::. .... _ .. ... ..... ...... ... , � _ ........ . . �..� i, `..� �'`: �f�.i, �� �.. , ..'�;��'' <. � . ., �- � �; w4_ , ` _�,�„--°f""""� ; �` f � l � � �. r � .. . . . .. . . . . Y< ; � /....,,, � :... ; � i '..,..�.� � '? �.-�,� �_.-. s , � ;.....��. ' ...... r�� ��� �" �� � � � � � t ` �� �, � ... _ t� ,_ , . t.1 ./' 3 �, . � � �5...� ( � "` , .,....,._,-��"'� �,..,,»,,,i ....:.::........... �)�j: �..r�i � Y,���;�., � ��� �__� l f � ,...t � � `�,ti,,.✓ ,, j�itE L,�,.f'�f'� w �;^ I �; "'"���{t; � ..., , .� . .... . �; _., .M..,,�.,. �� ..._.�,,...,.' 4._.� � �.` '� � { ��.....j ��^� �/�...,,� . ;� . € 1 € � _.....��.. R`�... ��..� �. I � - � � '�...,,.� i �`' ..�r �':� t� Bd �)A�t'�' F �; �, ! ;,, ` � ��'_;��..... � �� � i��,`.��� 1°;�f�i�: �� ` M� ; � � � � .� � � � /_' -��.�.�� ; � �� ' _ � �..�, i,,�,�. ' �,•� , � � •....,�✓" __ �...�... .� ` � �� '' �`����� � �" ,� ,,� �"�, � �L�C�f�'�; C��if#���, t��l_'��: i��;aFi��1 Y` j ��-- � ' �D�1�t(�. i�3 f��, 115�5:� �,� Ai�a �XAf��'�.� �3c�1."Y� � �� ! � �j'�` � �� t `A.."� �� � � � �:��� ��,-��� .. � -, ;� � �`~- ...�,,,,�� � � �'' ,� � � 1 .�.�. �-�.. ..�...__ � - ,� f,_..�. �.� ,�HR.�� �.�ii"��TE:� ��i��{L ��'1''�d�:A�.� �,�- � • �1�" � £~'�� ; . '�� ' � ; i � , € ¢� , ������hd� �7�:F��i% � �+dC �:� ��5 1��'� ��P� , � M _._.._.__.. ...,. .�..........__.. ._.....��., �,.,;.w, .......... .:.......v.�....� __._.___:._�:_. �... , . .�.. .....� .._.,.. ....... ........ .... . 4 ,....,.... --- .-'-,. 3 .... s._._, _..� . �:' T� . ..�� t��� � ���,E�,,,, ' �--� �' 'i' `. � -� ; .. :� . �. � ; ._ �� �,.sE � �. � , � �::��I� �..��y�..; ���i��l� £�- . ......,> ....:. . . ............... _:.._... --�_. _...,.: ...:...:� � i: � �� � 4af7 €:}�?�'W°E?�f� 1'3fJ, s � a .�. � — t s C� 3w�' i. P s � � � �„ �;� � � �" � � ` � t r � �.t�'wl,� �i €`+ � �`tlt�l I�td � tT� .J� ��l �v{ 1�� .s, (�d' � j� � [>. u��� a"+h P,��s�. � f � d � �Q� CITY OF PALM DESERT DETAIL #026 NTS COPD_DRIP_ZONE_DTL.JPG � HDR Architecture, Inc. 251 South Lake Avenue � Suite 1000 � Pasadena, CA 91 1 01-3020 � 626.584.1700 PALM DESERT SHERIFF STATION �{ � � ...� � �,. � �� � � � ;.,. ��+! a �t .�� �;� -�!T � � K�i����,-�4�,',�� t � �* �� �r�r �* �� 08-20-08 BID SET OS-06-08 PERMIT SET 03-18-08 90q CD SUBMITTAL 02-08-08 50% CD SUBMITfAL/ PLAN CHECK 12-21-07 ENTITLEMENT 11-16-07 100% DESIGN DEVELOPMENT SUBMITTAL 10-26-07 50% DESIGN DEVELOPMENT SUBMITTAL 08-31-07 SCHEMATIC DESIGN SUBMITTAL MARK DATE DESCRIPTION PROJECT NUMBER 65939 PROJECT MANAGER ROBERT WOLFE PROJECT ARCHITECT PARI TIVAY DESIGN PAUL NAGASHIMA CIVIL ROBERT POPPE LANDSCAPE LISA POWELL STRUCTURAL MARK HARPER MECHANICAL EFREN VILLASENOR, ERIC HARLEY ELECTRICAL SOUREN TOROSSIAN INTERIORS KEITH CARROLL DRAWN BY 0 9 I I�I�IGATION DETAI LS SCALE NTS L-04 FILENAME SINGLE—OUTLET EMITTER: RAIN BIRD XERI—BUG EMITTER XB—XXPC-10-32 �i�ncucn ;RADE. �— MAIN LINE AS OCCURS.