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'' .........__............._..........._. .....-........... ... ..................... ......_...._-..__. ................ ...__ �.._ _.. ___ _ _ __.. __ .._ _ _ _ .. .�_ win,+ YTS l t'wl K_ _�_y _ _ __ _ Y� n;m�_e;.�_w_n_.♦.`x._�`t.,.• _.r� �._ _\� �r c -� _.. .. \ . �'►`�p�' _..... t. \ .. .a.. . \ \ e\ \ \` \ \ \\ \ \\ . .... .... ' ' \11 ,\\\\\\\ \ \\ \ \\; F \ \ \\♦ \� ,\\ \\': . \\ \ . \\ 1., _ ........... .... .._ w , r,,..._... . \. .\.. \ \\'\ \' , \ , , \ \ \ \ __.__yw.._ \1\�.a�_�\._ _ a_ _.\_w-- - -- a_._ a_m _._ ._.__a L .. ._, .a - ,_�_�_�_._>_� _>_..._�: a_ _:a:._�_.-.-_.i-a' ',' .,_a`a\'�._.��.�.-,._�\�.�....�_.. a .a_�_. a. t rS _..a_._ _ ._ _. .... ._._.........., .._..._-_._. _m.___._.... __ _... ......_._ _ _ __. _........ _ _ _............ _. __ _.._.... _._............ _.... _....._.. . - _ .. ... ............_. . ... .._ ..... .... NOT TO SCALE , 2 ,1 - i I -_.. . .. __...._.............._........._._...._....................-----,--• ---------=._;..._.. _ ... . _____._...___ _-_ ._.___..........._ _______...:._..__:._._._.. _ . .-,..._... .................... ._...-...... .. ......_ . .. .. ...." ...-. _._. .._._..._ _............... ___ _.....__.. ............_...__ __..... .. .. ._ _.... _. . ...... ....... __.............._.:�._�_ ___ _ ___._..... ___-____ __ .......-._......___ _ ____m.._..__�m_ .__..: __ L� C11 v qF eW•4 U ,f I V= Pti.. VJEl G' , .s It - _ x �V, _ = _ aaa`> r ■ ■ ' ' r t _ .. ■ "' ReVislons• T F 1 �.a E " ' The foiiowing general notes are provided by the Owner and Landscape Architect to give directions to the ' No. Revision Description: i „ p > ; ,` contractor. In order to bid this project, the contractor .must attend a pre-bid site walk with owner and OWNER: LANDSCAPE ARCiHITECT. "' 4 architect. � � ,., ' �,��10E e � BID SET 10 24 05 Thousand rt '1,::. en '� Perms 1. Contractor shall verify with the general contractor that plans are current and approved construction THE EVANS COMPANY LAND ARC WEST ,, , � RJR BID SET 03 14 06 ` issue plan. Verify that the general contractor has provided copies of all bulletins to date. 74000 COUNTRY CLUB DRIVE, SUITE H-2 3901 WESTERLY PLACE 0111 �" .:.: APPROVPD BID SET 05/23 06 PROJECT SITE 2. Contractor shall review Pre-Construction and Turnover Procedures. - APPROVED /, ' - > PALM DESERT CA 92211 NEWPORT BEACH CA 92660 • �� WALL AND BARRIER RAIL KAMON RD 0 0 10 Work shall be in accordance with the requirements of the City of Palm Desert. PHONE (760) 773-9832 PHONE (949) 224-0040 R DSCAPE P CKAGE BY: '� DINAR-SHORE DR i T 3. The engineering soils report by N/A dated N/A is a part of these construction documents. The ,�,� +,4 "- ; _g-7.2 ed °� REVISIONS F� CONTACT RICK EVANS CONTACT TAL JACKSON r PATE• W ST -ram' contractor shall comply with the reports recommendations as they relate to his work. . DA BY ~°` '' RETAIL 4 BUILDING a f : "., I a = qT 4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or . '�i �O ` F ARCHITECT= CIVIL ENGINEER. I:ll�aNac r �n , cU�T ��� LAYOUT REVISIONS Cathedral a taxes re wired to install the work on these Ions. City GERALD FORD DR r q p a a g ` 70� o 5. The contractor shall be appropriately licensed as required by the state in which the work takes place. PREST VUKSIC � ' ' _ �`� ° Ube �� PHASE 1 B RETAIL 7 � o > '``� qR . 6. The contractor shall notify the Owners representative prior to beginning the work and shall be RBF 4' Y_ r 111 FRANK SINATRA I DR \, NFL responsible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. PHONE tT$0} 779-5393 74-410 HIGHWAY 111 '� ,, JOINT COST ADDITION l s a * �. " _` I Ro 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or CONTACT ;lOHN VUKSIC PALM DESERT CA. 92260-4114 - ' Rancho Mirage r "► . ,'aim x , II �' discrepancies in existing conditions or within the plans prior to beginning the work. ' x.' * PHONE (760} 346-7481 Z -� ,' , N COUNTRY ; clue DR �T1, AVE 8. Unit prices for all improvements shall be established as a part of the contract with the General , I , //t//¢G- ___-I ' � �` Date; _ _ ( '.,._,1.�,� N Contractor and prior to beginning work, to accommodate additions and/or deletions of material FAX- (760)346-8315 R. ;^__ 14 O 2 4 O 5 ; - ti = r a m U1 42ND AVE, 10 '" and/or labor. t iTY OE P3 L l -.� L CONTACT. JOE CICCHINI w Palm Q -- ._ pCS) w'± =" = Drawn ��/�G/AA o z '" SUBMITTALS STRUCTURAL ENGINEER: Cr MUNITY GE-' E_,'.�>� 'r 7 0 1a1 J. O BBrmUfIO O'O ST9 y:++� .16... m Z 0 Y O a Dunes a �F - I Checked. JTQ , o o z Z r. . ,�+ 0. - 0 - �o r '0 1. Prior fo the Pre-Construction meeting, the Landscape Contractor shall make submittals of the INTEGRAL ASSOCIATES UTILITY CONSULTANT AP, � �Y: t -----' FRED WARING DR o 3 cn ❑C C. �T r . _ followin er the s ecifications: 1124 MAIN STREET, STE D �'ko'---� 9 P P ` !=', I HW1 111 w MILES AVE a. Hardsca e' samples MRC ENGINEERING ,. F � Job *� 03-1170 I p -_ f �tk.�' rt V) b. Photos or cut sheets for all site furnishings ots, benches etc includin color samples IRVINE CALIFORNIA 92614 ❑P.C, [', '�I i i FAIRWA DR � 1 �_ r 9 (P ) g p PHONE t760) 325-1045 a '-- -, `� ill c. Photos for all trees 15 gal. and larger PHONE (949) 724-1800 k' Plot Date. 05-23-�}6 I' 'rYediis 11 1 1 2 y� d. size specifications (ht. x width) for all plant material CONTACTt RORY ZACH CONTACT= RALPH RAYA BY _ ___ _ ____ ZS �y a o 0 2. Determinption of "equal" substitutions shall be made only by the Landscape Architect. c,,,. _ ucrlc!'S' , -o Rr NCF rs;{r: a Y M z Indio r it Limits N i T LLA ON PROCESS an Se , F L. Quint 50TH ' AVE a k G' ;a OFT i �, I• NSA UTILITY COMPANIES ___._. -� s W Z 1. The Landscape Contractor will clean up the site on a daily basis. At no time, will piles of dirt or , , . R �7 : -j V) debris ;'remain in publicly traveled walks. 1-800-684-8123 I- # ' = o W I SO. CAL EDISON - z W W I 2. Trees :will be planted in tree pits within 24 hours of excavating tree hole. If trees are not planted �_�,- ;•� m W 0 n pme day as the hole Is dug, Landscape Contractor to install warning tape around tree pits. S0. CAL. �`iAS COMPANY 1-800-427-2200 "'� ' the s �: ` y_... _ ._...zz 3 SITE Q .�.. ( ,' a BSERVA11ON S0. CAL. WATER COMPANY ,' DATE � Ir ■ 1-714-535-8010 '' ' 1. Landscape Architect shalt be notified no less than 48 hours in advance of any site observations1NDERGROUND SERVICE ALERT 1-800-422-4133 CITY OF PALM DESERT rPROVALS \: ` y;t or,' .�ae)t .gs „ SHEET 'fi � � C O F LM D T NOT TO SCALE - _ - -# r a > . .i' ,, _ .. r �-._,. � , ��_:, ..� . y t - �- _f 1 _.__ .-� __ - ._..._fie,__. _ "'4•.. - ,I .. __ .1..,- Land are + west 3901 westerly pl. suite 111 GEOGRAPHICAL BID AREA LEGEND newport beach,ca 92660 LIC No,4340 IMF- tel: (949)224-0040 D!RECT RETAI L - PHASE 1 fax:(949)224-0044 D RECT OFFICE- PHASE 1 CONSULTANT ASSESSMENT DSTRICT- PHASE 1 JOINT COST- PHASE I .. ...... Alt" DIRECT OFFICE- PHASE 1 B DI RECT RETAIL - PHASE 1 B -A-, E JOINT COST- PHASE 1E3 ........... ................... DI RECT RETAIL - FUTURE'PH ASE W DIRECT 0 FFI CE- FUTURE PHASE FUTURE PHASE 0 Lo a. om D RECT HOTEI z JOINT COST- FUTURE PHASE Z W 0) 0 LL cr 0 LLJ a. 0 z W W Cr z W Uj W W Lai W F DF 10E W W OOOOW a. J � U. �j C/) 0. > W z TOW J el gin LLJ v"_ 4 ........ 2k V TE SHEET CONTENTSI Man kT.),IOU ? GEOGRAPHICAL BID AREA "Ec PLAN 4 Inn ly Or PAI �U U RE R Revisionist 131D SET 0.3/14/06 44: BID SET AIM W-V 131D SET 05/23/06 RAIL REVISIONS COOK ST ' ET R RETAIL 4 BUILDING % LAYOUT REVISIONS % % %\% % % PHASE 18 RETAIL 7/ N % % INT COST ADDITION Uj JO L 1s. Date, 5 Drawn Bys SG/BG/AA Checked. TJ/TA Job us 03-1170 Plot Date, 05-23-06 Plan Sets F 0 25 50 100 6 1 7 L � OvOl z SCALE: 1 =50 —0 SHEET 2 OF- 26 + we ` CONSULTANT REFERENCE LEGEND 1 . SYMBOL DESCRIPTION REMARKS ❑A CURB AND GUTTER SEE CIVIL ENGINEER PLANSland arc + west CONCRETE GUTTER SEE CIVIL ENGINEER PLANS Al _- ' ❑C FIRE HYDRANT SEE CIVIL ENGINEER PLANS �h WATER METER SEE CIVIL ENGINEER PLANS 3901 westerly pi. suite 111 newport beach,ca 92660 -PARKING LOT-STRIPING EE -CIVIL -ENGINEER PLANS LIC.No.4340 tel: (949)224-0040 F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS tax: (949)224-0044 © HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENGINEER PLANS HJ DRAIN INLET SEE CIVIL ENGINEER PLANS _ 0 ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS 0 BUILDING SEE ARCHITECTURAL PLANS CONSULTANT u KK GREASE INTERCEPTOR SEE UTILITY CONSULTANT PLANS © GAS METER SEE UTILITY CONSULTANT PLANS RETAINING WALL 0 SEE ASSESSMENT DISTRICT PLAN) SEE CIVIL ENGINEER PLANS 3 a� � SIDEWALK SEE CIVIL ENGINEER PLANS �0 RETAINING WALL SEE CIVIL ENGINEER PLANS :J k 0 CATCH BASIN SEE CIVIL ENGINEER PLANS - - - ® TYPICAL VINE POCKET SEE CIVIL ENGINEER PLANS �R HANDICAP RAMP SEE CIVIL ENGINEER PLANS S❑ SHADE STRUCTURE SEE ARCHITECTURAL PLANS LIMIT OF PHASE 1 DIRECT RETAIL & JOINT COSTA PACKAGE-SEE DIRECT OFFICE & JOINT COST PER _ LANDSCAPE CONSTRUCTION LEGEND SEPARATE PACKAGE 0 SYMBOL DESCRIPTION REMARKS O SPLIT FACE WALL AT STEPS SEE DETAIL 1, SHEET L-1.05 PA 15 O2 SPLIT FACE WALL 0 TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1.05 uj y i CONCRETE STEPS, NATURAL GREY SEE DETAIL 3, SHEET L-1.05 _... __.. ....... ._... ....._.I ....... .....!..... ..... .. ..... ...... .. ..... ....... .... . . .... . WITH RETARDENT ETCH FINISH A �4 TRASH ENCLOSURE SEE DETAIL 4, SHEET L-1.05 LO K4. ....,.. ............ ..._.........,............._......._ ... ............. ...... .................. .............,..,._....,......_..... ....... .... .._...................._............... .- ....... ......_..............._.... a ---_.... ....... _.. _.. ...... ............ ............ ;. y . ._._....... ` � `^y U5 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 5, SHEET L-1.05 OFFICE PARCEL 'I PEDESTRIAN INTERLOCKING _ ___.. ....__...__-____-____ _ _-__-.__.._....__._ SEE DETAIL 6, SHEET L-1.05 F w RETAIL PARCEL 1 I CONRETE PAVINGZ > PA 7 6" VEHICULAR PAVING NATURAL GREY w O SEE DETAIL 7, SHEET L-1.05 CONCRETE WITH MEDIUM BROOM FINISH i 8 4" CONCRETE PAVING NATURAL GREY �■.■oCC a: ! - : G SEE DETAIL 8 SHEET L 1.0 5 WITH RETARDENT ETCH FINISH 0 Lo s .............­_ O2 x <STONE PAVINGLL SEE DETAIL 9, SHEET L-1.05 aa� O -... .... _ . . . .. 0 0 PA 10 CONCRETE JOINT DETAIL SEE DETAIL 1, SHEET L-1.06 O ; PA "6ku wMEAN9 offu"maxwoma"E�:. �. 2, SHEET L-1.06 � V - ■■ems rt t ., >� 11 SDHERE BOLLARD SEE DETAIL x J '� PA ' SEE DETAIL 3, SHEET L-1 .06 1 �� G ,■ _. 12 HANDRAIL v HA C0 w �... 13 X > FOUNTAIN SEE DETAIL 1-5, SHEET CC / DIRECT RETAIL SE ASSESSMENT L-1.o7 .J „� w uj D TRICT PLANS PER POT PLANTING LEGEND, �- I LIMIT OF WORK P SEPERATE 14 TYPICAL PLANTER POT SHEET L-3.02 LL c j �G (SEE LEGEND THIS SHEET) PA KAGE PER MANUFACTURER'S r W \Q �� /��; � E d ` 15 PROTO II RETAINING WALL i" 9 i f RETAIL PAD 1 SPECIFICATIONS ' r. Q! t� " PROVIDE 12" X12" SQUARE CONTINUOUS " CRUSHED GRAVEL �,\�`vw PA PARCEL 1 j POCKET WITH 3" DIA. PERFORATED DR I ! A NLINE IN CENTER. w Cr. aaj 0 WRAPPED W/ MIRAFI 140N GEOTEXTILE FABRIC. SET FRENCH DRAIN Q Gj� G �{ \, ~,� PAD FEE t5 FLUSH WITH FINISH GRADE. o P _ > mu a- CAB BARRIER - '` ; I O LE BA ER SEE DETAIL SHEET L 1.06 v \ > UJI �: �" / t7 Q� PA 17 S 2 a G N ■ : �;,:� ....... :: .. . .... . _ .. ;.. ,�. . ; W 4" CONCRETE PAYING HARVEST t� � P , Q �Q ".. ® � � �*� � � ��� �� � �Its� � �■� ■ *� '° WITH RETARDENT ETCH FINISH SEE DETAIL 8, SHEET L-1 .05 0. ., _. PA PA E PA _ u; _.._ . .... ... __._.. / P p GENERAL COWSTRUCTION NOTES w EG _ .................... I. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY AND CERTIFIED BY PROJECT - W I Q ENGINEER PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS, AND OTHER STRUCTURES. ' // %' ( ! i * • "' "'"""""�""""• �"" �. i 2. CONFORM WORK TO REQUIREMENTS OF LATEST CITY ADOPTED EDITION OF CALIFORNIA • - ,) E I BUILDING CODE, (CBC) AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND 1 3. A.. ■ REGULATIONS THE MORE STRINGENT CODE SHALL APPLY !\ _ ! SE ASSESSMENT WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS DIMENSIONS 0 ■ z 4, ; INDICATED ON DRAWINGS ARE "TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. / '. DIS RIOT PLANS UNLESS INDICATED OTHERWISE ON DRAWINGS : P SEPERATE -- -- 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND PA KALE J ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR Cl i ; ■ PA CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE �/ j' . j I ■ �� FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. ��`J""`` �. 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT APPROPRIATE 4 : , AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES A - - - _ - --- -__ -- -- -,_ - - -' -- - - -----AND RELATED STRUCTURES TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO - -41A ` A -' 10 31- SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. d- ww to K t 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT N �. Date r`. � A UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN I ► u Viz: - - _ -- - /` N DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO F� KNOW < a �_.... .] ATTENTION OF OWNERS AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL V I e I " ' - • RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF ! '� o� CpL1 ......... z , -- -■-- C-2 to■ewer ■e ■ - PROVIDING SUCH NOTIFICATION. 1 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, z d. , li it �i `• - _ _ -.-- A -, �' ? ; ` SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS VERIFY PA ............ -- CONTRACTOR. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED Ac PHASING WITH GENERAL AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. SHEET CONTENTS. _ ,r r, • __ 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING - CONSTRUCTION CONSTRUCTION. ��-�' ' • O - T, , 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. PLAN REC:rIVI•=r _ 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. .�, .. AUG -} - 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. _ cirr ura r.�DESER`tI 40 t�UB8&t' C riKS OE P, 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, -- COLUMNS, STEPS, LA NdSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES.WrA 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVI G TYPES ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. 15.REFER TO THE CONSULTANT REFERANCE LEGEND. ALL CONSTRUCTION ITEMS ARE CALLED Revisions: OUT ONCE PER SHEET, TYPICAL. No. Revision Description: M 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. BID SET 10 24 05 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN I ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE BID SET 03 14 06 FLATWORK. BID SET OS 23 06 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. �y x , WALL AND BARRIER RAIL 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. ' REVISIONS IL 20.GRADING INDICATED ON THE PLANS ARE APPROXIMATE GRADE AND GRADE RELATIONS. SEE CIVIL ENGINEERING PLANS FOR FINAL GRADE. NOTIFY OWNER OF ANY DISCREPENCIES PRIOR RETAIL 4 BUILDING AREA OF RESPONSIBILITY LEGEND _ To START of WORK. h -: SYMBOL DESCRIPTION LAYOUT REVISIONS � PHASE 1 B RETAIL 7 COMMON AREA JOINT COST'' INCLUDE ALL REFERENCE SYMBOL LEGEND Ll JOINT COST ADDITION LL ■ ■ ■ray t ■ / �/ , '•ti/ U CURB WORK UNLESS OTHERWISE NOTED ' ;� SEE SHEETS L-1 .06 FOR THE FOLLOWING: Date - J SYMBOL DESCRIPTION 10 24-05 DIRECT RETAIL COST AREA INCLUDES ALL AREAS ,,€L ��' + a ,dg �r. .�7 ;, FROM BACK OF CURB TO BUILDING FACE UNLESS �� ��Z " :��' Drawn B , SG BG AA '' C-1 SEE CONSTRUCTION MATERIALS Y OTHERWISE NOTED '.;_::... .. : SCHEDULE Checked; TJ/TA d WALL AND RAIL REFERENCE LEGEND ASSESSMENT DISTRICT INCLUDES AREA FROM BACK ` ; E-1 SEE SITE ELEMENTS SCHEDULE SYMBOL DESCRIPTION OF WALK TO BACK OF CURB OF PERIMETERSTREET �' y n ;° A CONSULTANTS REFERENCE LEGEND �O� �� Q3-1170 _ .. CURB AND ALL PERIMETER STREET MEDIAN ISLANDS �( �z ; ❑ SEE PLAN SHEETS - a x 1 Plot Date: 05-23 06 UNIVERSITY PARK, , RETAINING WALL ON COOK, GERALD FORD DRIVE, �_ � : , � _ -., • � 1 CONSTRUCTION LEGEND _ �� �..� � k ,�, ,;----,,� ; LANDSCAPE CONSTR D COLLEGE DRIVE AND TECHNOLOGY DRIVE. - �4 SEE PLAN SHEETS Plan Sets F DIRECT OFFICE COST AREA INCLUDES ALL AREAS ' * KEY PLAN-NOT TO SCALE ...� .. BARRIER RAIL ATOP RETAINING WALL ■�,■,■,.�■„■,■ ` ""' FROM BACK OF CURB TO BUILDING FACE UNLESS �� e. Y r , « 0 10 20 40 (� . OTHERWISE NOTED - - ' A0 1 1 .: BARRIER RAIL ® LIMIT OF WORK - ary > > r. C A L E 1 2 0' r h. S SH �. _ L _ 0 � EET 3 - a - ,.� „ y= �� ,�� "", -,�.­- ��_. � 11 _11 - 11­11 I-_ . ­I I I `­ . I ����­ , �, ­_ � ,,;6"� - - - , ---i __, � - --"-"N!r It" .--,, ,� ,1�,�- I I " �-, :: — .. �,�.. ,-,.",..---,--,,.�1 .1,��.� � I � 1 . I -1 I I __ _�-� 77,77 .;.:%!, . -.��.,.__ " '' . , � � : , , -, -, I I � m �,:,, " .. _ ­* � - - I . . � ,�. `�,�__, I I i I � ­ '' 1. I I . ''.1 :,.��'* , ­­ . I I . I I I . I I -A, . , ' ' � , - � I - � . I . :_�� . . , ,,, � � - LEGEND ; . I I.. , .,.,�7'. ,-4* �. 11, . . , I I I �. I .:: ,;, 11 I I I .I I." . ... ­ I . I . SYMBOL DESCRIPTION I � , 1. ­I .# ! f ,, � I ji� ! I �.;��, �. . . ! .. , I - ­..,:. �N� � � I _­ 111. ". 1� � , E . SEE CIVIL ENGINEER PLANS I I �, " ` I� .? *' � I I ; i t_ I I I I � "",',I ! 11 1k I � / : AI've- I -1 :1 � ! I . . : : . CONCRETE GUTTER SEE CIVIL ENGINEER PLANS land arc + west ,, / � 111 . 1�1 . ,, . , - A� I I / 1/>" ",:L . I . ___V_� - "I I "I I 0 t,T. C I FIRE HYDRANT SEE CIVIL ENGINEER PLANS I I r / 1�,e A�_ , ";1, I . I / 41 I �:� ,�,��.., ' I ' __kll I WATE SEE CIVIL ENGINEER PLANS ,� : .1 _1_1 il D R METER I . - � .1 / I , �// . ,0' - - 11. ` .: 1 I 1 ,7_1 ., . ."." , ", KING LOT STRIPING SEE CIVIL ENGINEER PLANS 3901 westerty pf. suite 1 1 .1 , - I A 1 I I" *_4 el FE] I PAR newport beach,ca 92660 � . / '.I I 11�+ I I ��; ,4 UC.No.4340 1 1 11 . - - , \ / � , , I __ - t . , <111, .. i�q ;s� -F -HANDICAP PARKING ISTALLS SEE -CIVIL -ENGINEER PLANS tel:(949)224-0040 � �I-/............- .......��­/......./ / , I � , I , .. 1 k.p, MT 711�r -] SEE CIVIL ENGINEER PLANS t I / �­ Wl'z"_,�: iax:(949)224-0044 V JOINT COST AREA ': .,� �, , . FG 14ANDICAP RAMP GROOVES AND CURB I / , - I � 1 . I I I � . LIMIT OF WORK // I,/ I-I / '. � \ I . I ..'', � RH DRAIN INLET SEE CIVIL ENGINEER PLANS I I I - . 1 (SEE LEGEND THIS SHEET) �41�-., 1 . \� �11^1 , k�, C; TRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS _____- -_ -_ I- . I'�., �__,. ' ' . / � ., / ,� I ELEC 1111=01 1.1''i ... . I .. 11 , , / I I j ---- jifilmimim . 11.� / \ �­% N, , "I I . �r I ,.,! ,I i . / I 1\1 I % DIRECT RETAIL BUILDING SEE ARCHITECTURAL PLANS I � A-1 - - -] '41 � /­ \ �� �, LIMIT OF WOR FK GREASE INTERCEPTOR SEE UTILITY CONSULTANT PLANS , , � . ,\ / 11 . ".) I \ . ­ � **11 / \ , ,�.� (SEE LEGEND THIS S EET) . ,� * 4/s, 41 I � I - I . E SEE UTILITY CONSULTANT PLANS I . 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" 0/ I � �,.­r:17­y —........____ 11717i";""��'_-',`_'i r'11+.1': ,t:iiH I / / , _U_.y_;. ._,y..._. . - ..��44 ftriiEz.: __:�____W_��_ : 6; ,� I 1­­­................................�!:F:=zt:..,_ 4.�,H� !!!�f Ej 1­ I. .. -�11-7....... �,��A . ?, L� I RETAINING WALL I I . ...�...I-,....... ­1 - � K SEE CIVIL ENGINEER PLANS . I....I....­­­­ ", "- I t I . N�� �� I I I Ll' �_;ii�-.­Y`_` i - %j / PA PA K , I I ­:!�5,_, _1_1-1�.111--___.'.._,*_ , I - ­_ ,-- ­'�q I . :.,:i ,;_.2 � I I 11 �w: :'' 6 '?' ; 11�� ��a:ii�;�`,:"- ___ R i - L 1 Fp1 I CATCH BASIN SEE CIVIL ENGINEER PLANS I r \ -i-.-7��51�_�__!"_:,._:4_rr,,_�ii �­ I 6/ / " /41 .. I , . .�--.;, ;�_�,i 11 I A, PA ' / \ , -,. ��7��:�+.'-�,+-���.-,.'�"A'��o�.-,,-��.,,_,I��"'.'.^"""""--,"� Q . a. I I , I ,, , 1T­­,­ ­ � ," Fol I TYPICAL VINE POCKET NGINEER P ­ / _', _"�_- I',.? . % .. �'.- ., ,�ss��`� .N�y / . / , \ , ; : ; �vr�!;T -;t�l-,�!.,�-��,:-.-�',, a , I <� ... : 4 ,,, I � . I i . I I— %­:�-- ­.,-^ * 0 ci / PA , �­tl .2.-,- / ",�, .. / 11, . ; ; . 1;1�­­ ; ''p-, . I -- - ki 'R\' / 11 1< \ . r i %.1k \mlririij�%.,.7`�­ I RAMP SEE CIVIL ENGINEER PLANS I ; � ---.. ­` I PA HANDICAP - " L I N_........... ,:­W­`. - 1K Fil ,­Y;�.; ; T 4 "�i,4:w­�-'4 PA . ; ; a " .­!',i:��"�, ­ . ; i t "', � i / \ t �i , . \ \ : m - -11-,-,__ __1 . \ , : i ! ; - �.�­!,­­ : ! -, �� : � ­­­­­ / \ . i .r1f SEE ARCHITECTURAL PLANS ­� . ; : -­J.,.1- ­':Ty, I ,\14F�A�e \ . A; .- 11 \ � I q ;�i�i.,!­ ":� . ., . ; .; ,� j , I i : __­1 I / : 1, � - I � . I Ili lq­ i , .,. � ; ::�;­­� I �P 0- . PA I . . "C".i-,++��,-�i,.�-,-,�,-"----�'I."�-1-�,��l-"�i,�, , z 1. \ I + : ::"-I- "' , ,*1 . � , a . . 7-`:1,_`�!"_-� -, + : . � , I . -- .- 4 � / I I /­ <11 " . 7 I ��,7�2+.",11, ," �i.,�1+71 . � / I z + m : � I I . �. 06- / I I—, .11 I, \ p t . 1;_11, ;. N��s; m , . ; 1�; N ��111 V I//C-2 j ',, ; "I I . 6 7 0. -\\, C� I I ��_ \ : p . j iiil.!,!!��;�;�;!."�,: ,_ CTION LEGEND ; ; : :;� rm , N . : -1. /$ 1 1 .. \, a ! i - _Q��_ I * - I pA i . � � . t I : � . i I I / . M � 11" 11 Al'y" 1R_ / � , \ . : I F__, . . - - \� � . 1."It"L."'.4" . I , ; t ; . i "`,:...'1:1 11,:�_* ; � i I i � I/ ,PA "... 11 \ i . . I SYMBOL DESCRIPTION t& Q / � I I . , ­-;��,:- 6 W_ . , . 4 �pi��,:,i�_ ,;;I ; . i N : . rpk T,��i.i,;�i�s.ii,, - I . 44� / //1 4 . , r A\ i I ; � SEE DETAIL 1, SHEET L-1 .05 I . . . . a . / I \ I 1-1; ; ! i m (a) I SP . . : . ! - __s­f�"j I im ' T� . . .,�� I � i ; >_11, I �-,,,*-��� _ 1, - .A\ Z- I....A�,_!: " ,� I'll �,. _tx_ * , /7� I I , I", ; �, I ,(,kQj I / ,\ . // � . a -_."4......��;,A,.,,: .- Q . _. SPLIT FACE WALL 0 TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1 .05 . �,, PA 1(1;1 - ;.........i;­­'.�.........................�..............� ....­­1 - ;EE JOINT COST :--. a �i,���1-1,-:,z:�i.;..,.."�:�,�- I a , llil.li!�i,6;i 1: .- 1, A :��j � � . I .e-""$ . , ,H,H'i (�) I / �o �,_1 ; ; .T-x-,�-+��'.,,���11i;.-'1�!,i=,, :: / ,�7_ . � 1 ,7 - : . - �,� X, /\ 1W I 1, / I (-"I ... �.........I---I...I...-.1--.1.1 I m 1\ , ,,, .,4 + r­4-1 ­1............ ff,1,.-, ,�,`, " , ...i ­11r , \ , -1 ,/ + . � ...­­ .IMIT OF WORK, ,:_- .., , / ; .1._1­­1 - -i�A In . ; � Le_­­,x:i I N") \141�6 40 \ � - N / : a % -�--i� .. I I CONCRETE STEPS, NATURAL GREY z , . : . _ I , I z t � 51t!",�, ,!! � I I ; . 4 1 I i i �­s__ i + ; , - -:-ii; is PA . : SEE DETAIL 3, SHEET L-1 .05 . �e �� W - 1 / 1 � I : ,V;-,`,-�i,-,,,,� - � G) WITH RETARDENT ETCH FINISH I I � : ­ �,,j:_....f7n V_. ,If 3 / I ; i � ­­__1..... I I , . T­�C­!--;,,��.,!,555t;! - a F . - . ,� ,, � t W L : : I : � t p q . ! I T.."'j. _ I -' co / I/ ; . , � N, , � ; I I THIS SHEET) 7 0 PA : f . � .jj ,�`�., - ­­­I is SEE DETAIL 4, SHEET L-1 .0,5 a: . . I � rr� I , : : , �,�;, I �_ : a / I - � . ; --: ---,- .1F.; I—, � ,;./ ,� / ; + 0 m . . �� Rk� �e I I ,, : : . . ;7-=i�,i 0 1 : - ­i­L.�Ii m . . ; �;�.. I . ; � U4 . : < 0 < IQ . te r, \ � ; ,� / 8 , I I i / I I, I. . I . .#­:�T:17:._.;;,.;, - 9, gj .I.,. "P, 11 11 \ �.. I \/ T z : ._ , 1. . ! I (D UBULAR STEEL GATE SEE DETAIL 5, SHEET L-1 .05 o,\' / , . �. I / - -N-1 TYP. � 1 � / - I " / I __:: - .11. k I , ,'""I''",""; ""- mi / IN, < 4V *& . I I �, � . I , ,­ , om � PA � � " ­ - � ­4 1 , In . ;­;�,:­;� a I � 7 , � N . . . '1� 1k 1k . ,� PA \ . . i 0 (::� . / / I I \� (!�� ; . � ;!��A,A:�..jl�,;�, PA I PA 0 JL -�. . ; 7 I I �I p..;.?-F:,;-,+,.,;-. A 0. I I " . ; i ��­.­­­+�, � �1, t . I : ,.#1 � ,,;��i�,7_� PEDESTRIAN INTERLOCKING � ; ; . � a ! . . ,� *�r i A � j IN : : i I - -I-.,- 1 1-1 .05 ! r t : . ,;.;,. - I I . . - CONRETE PAVING -11�1 . N / I ; : , ,"zky-,x_i��-i SEE DETAIL 6, SHEET L - . I �. / m z ! �.,i�, (�) I . \ % s i - �V�t,7:%, ��:,I, [ , %..) / I i . � > PA I i . . 0, W I . I . : : % . _,��9_1,v.,,_,;.A i , , . -.1-1-1- li `­__�I- ­.: m ,. I : . I .. +--.. Er om , t I.- ­4L�,!'�, - Imm 2 . ,!f:�-�!-.'� \W1 / /I 7 \.. �, . : I �f­ ­ i i . 4 r%­ ,., . I ;,_-_ N/ ; : � 4 .., _ M 6" VEHICULAR PAVING NATURAL GREY Y q 7 I : 110: ..I , / , PA ,. , \ i ; _ k_'. ;A - . , \ . I � ., ��!­ _1� , A:�> I \> . !��­:r.r!-,:c a @ � : ; :­,�!_!-� . SEE DETAIL 7, SHEET L-1 .05 r I t­911. I ; 4yt: . I . : ". : . CONCRETE WITH MEDIUM BROOM F1 41SH wh ; . a / / \\ 1 /i I a �_�:�, - 11 ; . 1�:; . - - - I ; a ... .."; ,1� m I : � _ '.1" m / . I / 1,/%_'�, : `Z:�s"',�,:­��z � I . , �_ //\! i\_... __.1...­1 F : .�I.. DISTRICT PE�,�� I .." I q a ­­- a I---"'" ... ................L............................... . . / . ; -11 ;�­­­ Im- OW I I / / I \� N\Y i\ . ­:�,f-'­­­'o, I < Z Lo z ­ � 11 W SEE DETAIL 8, SHEET L-1 .05 � � - / PA i w i";....1.­ @ � 4" CONCRETE PAVING NATURAL GREY 1­1­1­11-- . � . - � �:Z: ­T­ a CIVIL 'ENGINEER � - : ; . ­­17­ m 1, .1 / \ I \ \�� \\\\\� . 4 Ir :.­tf­­ I WITH ' RETARDENT ETCH FINISH V� Ir .2 Ir I 1� I \'<\" / I . �7�v y-W-1_­�­- \ p . -­­'1_­,' r . . /, _� ; ,: :, :, I.. � �rT� am � / ,� q I : ,,l y" W11T1r1`1=Xj a � . I : ;._1111� I /\ 17 \,\ . . 0) + 7 I I !�r�, �:-+��:......:,I x I , � / � %, y � ; I—— 0 to I / : : I 11 \ ^ . I _:,:�,.:_7-i.rr- IN I STONE PAVING SEE DETAIL 9, SHEET L-1 .05 : : / \ \ . . I :, . � : I I @ 1­­_ : , i __1_-�­­­'.­^ ­� / \\ / �, p 00 m ."_r2�'i-,,- I / p IN,,, I <// , : �% -4D 2 Ir ammi V� 0 A . I �L�'I�!'�'�_i_:i:;�:r_I I . � : ; I � ; �� . IV ­­r­-.__!__f --E —1 / / \\ / PA " I- � : W < CL U. � , . . + ; ":"� � . / : I N I q ", m 1_­4...­;.­I- ; IN \ " . � - 11 - 21--i - - ---- CONCRETE JOINT DETAIL SEE DETAIL 1, SHEET L-1.06 / I I PA / +'S, I � ��\._ // : I - : I i I - I ; - - �.�� " 4 -7 1 � � A t \,\\ � ,mm Apm .j TT �___ "W' 'r �1. m�r11 I @_� 0 III 0 13L 0 .j � �. No"- "\ . . I_ . ..., / p i a ;rrrv__­ -, -, , x . �, ly : � ��­ a I. m ,- �, r­ .- I � I - . ,- _ SEE DETAIL 2, SHEET L-1 .06 \N,, ; . I - 1, I - I � __,;,':_�;L / P:­;�­IIZIIF�41 I- I 11 I , : I ivl:xl��e�:Uo;_D�51z�_,il ;;11 4 I - I . . . lot // 4 . /111�� . i ,,!-,*� . . 1� p I rw�i�: z- 1.11 T %\� I, --�-:­­;-;­­!­;­ // '1� / + ,", (0) � Z =) .J ( - ... PA 11 ; , , r :..- ,� , ­1:1.1:11s� I I SEE DETAIL 3, SHEET L-1.06 .) : / ./ ".., ­­­­ ! I . I �, - � mw �7­ ­­ HANDRAIL .11 I \ �\ � . F� a : /I . .. . -11 Qi��/ '! \ .,00, 1� �,t"., , (a z � , / . ,'� IT 1, � 1.� -- ­ I cr Uj sh , : �­ ..,­ - . / 1, I �� 1- '' I I `� a* . - , . * r . 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SHEET L-3.02 � . . : x '.\ \, I", `\ .- I -�f--�,:,!",!-- - I& i - - - ". ,­­ : :�:k..��� .!�_-�,�T ,� I � .9. 1 � " \ I "I ,� i a < I- � � I N, ,,/� ,� I : .. , , I , � 1 I 11:,;��i�,:;'.:7:7:=,�-,-�> 9 , , - + - '. , \ ,_,`__5-,`-k'��-`4 PER MANUFACTURER'S ; . *�o ?�' ,�,,, � , : i I _/ ;�b - � - I \ ;t�E.;; _� & 0 co . - \ X\/,�� " \ I Ix ­ .a;:. / 1 4) LjL 4 - . . .,,-_ — I I .. PROTO 11 RETAINING WALL t � I '.11 I \ I I - - ­11 / . W � . I * �1/ \, ^ i , . - I @ SPECIFICATIONS > < < < TWn � / \ s,­­�'­i z___,:1;Ma�:.1,T 1:1:1,1`...11 , � * , � , I , : .__:­�_:�: , � I " , I I . , I I k­­.i. I z . / \ ., PA + ""I" I I/ ­ -.i.r,.--- . p I . 1, , "I .. ......� I uj � 0 � / ­­.­­.­­1.+­- . ­i-­11 I 11�,.!�!�­_.... :::::.,tl� I : . I . I \ \ S. \ , I . I I , ' dVIDE 12'* X12" SQUARE CONTINUOUS J" CRUSHED GRAVEL . 11 // - I .....I.-I.,...­­. .I-I--I" 11--.1-1-...�...­.­1 ...11.1................11.1 I%\% \ , 4T, i - . . -.1-...11 .. ..I. I I.....1+111.111-1.1-1. IR, .11_� N i ; � :::: :�:�:��::::�._�:�' :.:�::_ , , I/ , �, ... ! I / '==--- ; ; .,\ N �'Sk 1\ � , PR W I : : �..... : +* \ � ­ ­1 :."L,.\ \ _ _+:­ > � ' . I \ ; ... . t�=I , , / ,, W 0. am 2 .... --fA I + � ; . I ; � : ; I-� "I / \. -:- . � &_- : q � ; I : i �� . I : . � . ,, . I . POCKET WITH 3" DIA. PERFORATED DRAINLINE IN CENTER. i ­ ; ­:;�:�+,,:- , V . � I � � -� ., � I : I . ; L > t. PA � I . I � . ;.. 1-1 .11- I.-I I—. .-I ­­. I...-.. .......I ..1- b .+; . I � .t1r.­V?­ It , ; ..- ..1. I ...I �, / ­­­-.1- ��. I a cc WRAPPED W/ MIRAFI 14ON GEOTEXTILE FABRIC. SET FRENCH DRAIN i I ..1--l.... .1.1.... 1-1-1- 1­11.1 .1--­ .......... .1....... ........- ...I— -....-.1 ....1-1­11-.. "'L...... .......... ­.....­..­... 1.1-1... ......�.. ­1...� - � :�7 , �� / _ RETAIL BUILDING 2A F I @ " ! . ­= �­....­......I........-......­+ .......1.1........�................................-............�............. . ­.� � \ , \ � III � ! I / . \ 1; I I 1: I ­. ......... ....". ��. . : ::, :: ::.....I ­­­1. ­111 -1-1-1 , - '" + ­­ r � ­­.... I . . I " � : ­­!­:_ �" ::.­ . .: I . i; �� � t", .,_". � I: \" \ . x , . , I I . . " I 1, . . ­__ f > : . I - I'� -� .� . %.'' Z;,.:: t:� :: k , �mm ,� ­ . ,�' ­7. �/ - - — p .", 7 � , � _ � ["..""Al',...,...1] �',' a M' ' 4 ;:. ;:: T:r . . ke .; Z� . 1, . i ; a . \ \", �, I I Ir, I ; ; I I t­ , , : , PARCEL 2 , + ­­­ ; . � . / / I I .j I , , . :, . I , -1-1-1/ " % ; . � o I : i . , \ _1� � , I . . . :1! ; q , � . ,� �� ,�, I FLUSH WITH FINISH GRADE. , : . : ; i " I , ��,, a i . :� . F . . � , I � � : 7 ,\ �_ a W 0 cc W W < . I I : I w I i ;I : I � � --- ; . . � : :� ; � q . , . I i ; . i + 1. � I q I ; G Z.. . ; I � ./ ,\�,A,-,, at .I . . I . . . i : . . \ �. : . ; T . � * I i I z � . '. � i ".­, �; � : � I i; . . , \ , I 0 < : ::m I D t I � q . I : 11 . � I . � I I I I i; I � ....-.1.1.- " \1--- \ ­­.­...I-.. L.... ... .1.11..........."...".........1.1-1.1..... I .......-.1.1--l-.....­­­.­­­�...-.111,1. -1-1. �....�:.".�1.11,�,.�1.11.1.�..,+.,.+ ­-.1'..-I........ ­­­­­­­. ......- .11--l-.1.... .....-1-1-7-.......� -.... ....;.........;............�...­_­..................1.I J­l... ....".1-11T.-_....?.....­...­­­­­­.­­..... ...�t� ..... - ­;+,'' I ". - i I-- .116111.1"....­1111 ,..11.111 .....-......I—...... T. ;. . 4.1 . : '. � + \ . . 11, , I .. . I � � . , . , . z � 4 ; . . . � : � ; � . , '. -1 I I I I ... . . I . I /,�. , ? . . I . . 4 1�/ , , 3 :il � .� I o , I : . / .! 1.� - , � I . : I . . , .../ I ,/ V , . % ; I ..; . . . . � I � \ \ , ,- / . p ; . : �. I . ; ;�. q : i 1. ,I %�,�,/ . ,. ; . : . I : . I I ,. ­:­ I....I.....-.... I PAD FFE E I 1-111...­....,...-....................I.......;.........�...... ........ ......�..............................I............... � -.... ........1-1.1...1. ., I . � � . , I ,,,,�/ X 4k I " I .. . . ; I > I I , � ..., / /�� � : ; : 7 . . . �� .. i . I . i I I . \ 11 1h . I � ; I 4 . �, 1_�//, : ; 1 : I I . ; � \ ___� ,,," CABLE BARRIER RAIL SEE DETAIL 2, SHEET L-1 .06a > Cr t I i , .11: q : ; I I 0 @ .) CL . ! : . t I . .: : : P I i . I :, : i . ,� 1 . . I 1 , . , � ; � ­/� I :. . I ; . . I \ E7 — ! ! - 1� � I . . . I 1 7 : z . . ! ! ! \ -+, ­',-=�­ ­ - .... I " mi -0 ;;. : I � I : . ;. � . i : . + : q 1\ ; , X, I . � . I . \ . \ \ I I � �jar,-- " �:��; . ; I � � I I , " ;,_L .11 I cr_ @ 4" CONCRETE PAVING HARVEST .7 .: . . : . . . % : ­ : I . % . . I . � I , ��, - , . : � : . : ,, �'-. ; . . . I . , I , ,, \ ,0/ 1� . — - � — � , i 7 . I I . : . � 4 .1 . . I 4 . I ; . i i ! / � AV 0% ! \_�� : p \ , ; : : � . : I ; � q . . I . � \ \ . � . � I I I � " I , " , , I : � . . . % . p : ; : i I p . 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I I 'I � � I : ;: r. � I ; _LLTV I " \ � q I ; � - . , WITH RETARDENT ETCH FINISH I I "' .14 . i a . . ; I ­ � . . r m + . 9 r, r I I 0 1 -I . ­ . � , , *�, 1 7&-ft �ft� , '��)� " ��, Ps � I -2-4 � I "I 1,>; + - * * 4 � /--I-Flj ,\\ " - + 0/\ 0 ��"':' 11 �11�pw* 0 � I E::�___.� - X,z I I K�_ ""N �, - - mam"Nom , OF— PA I ­­­­ _A<Q. in I V --\ — \ i I 11 I F_ nmr,_=__k�_ 11 LL � �t­ 6 ­.: -s. Afl-', lr_-'� > , � .11.1. -.1- ......- I.-I.- \ . . ......... y ., 'P"', 1-1-1 .111 , IL 1�_ + - - I , I ­ ,". .".- I". � .1 -... ­­. .1-1.1 -N\I - -11.1. ,! ,:z.�� ­p , I I -......I C I'll......... .......... ...I.....� ...� , IF TION NOTES ; ­ ­­ .-I.. ..".I... .." .11-1 ", 11-- .. t; \V ��-�Ii��--,,4:""!�_, ,.'4* -, �', _. �_'!, - - .. I T!T A �i_,A I I I I % ,.',��t: ,�'! ,1.1,ij I .- - ____­­­._­_ � �X� ... ", �_ Ja 1; - ­­­ , - ' ' . �� 1111 .- ",e;; I il "'N' "' - . '.� (� �� -11 . .j-d::H::d::dU:,-. Z . lm". �Ii_ \71t­ .- ..,.,:,.% I li ,­ ­!�� . " ,,:!:-�.� -f:j: i , !�'J��:!��,'�, ' ' -,­.i��,.r !1­ I V&Irl�.­\;ill 1�1.xs.,,, , , ff , I , I " I , , :!.-,��i�-��ji��:l��,�.!i���l�,��.'���, ir - .,..-�!�i�-_.-�,�j� �� ,x , , T ,r" 0, 1. ENSURE THAT FINE GRA .Q]�,,j.��J: _� k ;�,k-.�i". k" I DES HAVE Cc ��- I _.... _ .....­­­......�...11.....I...,....... ,.� \ , ffl ,:��i , I a I.. �ii:�__, Oiji ­ I ! � �.� I " I ; , , '�,:�:!�t�:::� �:�:,�,.i:�,�,,,�'Li:�:�:�,:!:�:;.,.":f:.:!: � ,�..., 1� ' __ r -i:k �_,1_1 T­`_­'.1 I �. . . 1.i�. . ol � ! I 10, A. "I � ":j:1", . I.:..s ­­­,..­. 'k, _3 lift \ PA '. X ENGINEER PRIOR TO INSTALLING WALKS, . —.1­1 I'll---I ­_ ­1­ _­__._­__. III _, . I :_:..,,_t......_1.i__­­­­�1,_ I - i I \ .:,::.s , - ,.i+.��'i,­4.­ - � ... I - - ., ti I < 7 ,J: s� _+;,��.;�:A :�-i::� i� � ��:: _R 'i ; K p 1-1 ,11111. ". , N::,�.!, �:��i:�!Iii. -':��.-q! �t: 14 �.i I'll I I .j 2. CONFORM WORK TO REQUIREMENTS OF LATEST CITY ADOPTED EDITION OF CALIFORNIA �rm � I . ;1:t.:,�r�k ;:��,� , �,I� , ,\ ­�_i �­ I I - ki�i , I t. I .4 Lt_l !���I� I �; - ��i:�` , -u-1. -A �-:: i ,. 'A : \� I < I I - . �.��.; ­­_�f � � 10 - - p 1 " " j ��-�',,�l:�',:i��:i�,�,:�i���i:;+i.�.:!:�: p . ___­ 'P�-_ .> � j - i .1 I - ��_..+.+.,.. L - ;��. �!�� "", � P� I it 11 444 L � mum _�IiSL_;,r r-I , :NNK� ly ­­11'L..................... p : .i"IJ: I h, BUILDING CODE, (CBC) AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND 3: 0 Uj it I I— A __....-............. mi I � ., + . ­ 1.1 � _1 �����l�",�li��i',���-",i���i�Ir I ;+3:�­�*�]',,­ � !;�I.i�,-�4'­ , _.. I "I 1� 1 � .11.;_­..�­ .� 1..?.1!_..1t, I I - ­ �:<,, 0-1,, .W 11 1, �­:T,::%� �:.., , . it I ,C :::: " .15, �* -, +- ­F�_? ","" I i z";+:: _1:�_: 1; , PA ,\ , ��A, � REGULATIONS. THE MORE STRINGENT CODE SHALL APPLY. . 4 :­­p.. .­ -, - �.. ;­;.I;.I ::, .�".­s..­, -1..z �', h:l� ,;.t.�.�'. :..�­;�;­i. 1_11 ..­.-I'Ll.. plp-­ t.­r�­:...... ;-i-i" ;..;+s�� . !::!:,-:i:.::i,i:i?,,,������:11:;:�: � ..- I I j i i ... ;.4 1_-", �,�,' I .. .\ u�,� ­;�i - - I i.,zl_ �::�I,:�i�:!:� - ...........� ,� I .1111;�� 1�� .: �;�,!�;:�ij........ "..W. .,..'�,� s­U] - .1 I I.. __ . ­ . . , ­_'. ,i­ :j�.,L�jj'�,:j:..._­ �, s�­_ I iiMb"': , _bw ­­I.. ,/..�,w %4 1 ........, ­...�...�..,.............. .�s�, .., � � ..: - . � ....­s.­;1 ;­,­!.�!.. .C�il; �s,�i.:�o:ffli,t',i:­­................I_ .s s,i, ". - , - r 4;­.­,e­:�,�I.,...... :: ].�i.!t s.�s.ji� - ". . , !!�!i�!!!Iji .i�',_!�. : 7: :1-­:,�'�:::: ­­­ 1..�\� t:H!;!��H,��,��,K',i:� ,, 11 - .1 , �J--!:] .�""?i.,........�'..,...+''.��,.!�?,I.......�m­�a , " -,- � , _''.. :� " , .. . - ..i ,�.:i t! � I . ­ .� -11 , � , It j�;','.'j, , j�j;.s:s';;c z.i�::ti!11.�'F�l ,�,� , ­­., _'�"�'�":�L��:��!:��'i*i����!�,�'i ­'.­­­­t!'" .1"I��.,�i L 4 M.4 ilt-,W��sl-,:01.1 :: 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS , , m; ­4�1­1­ 11 -1....- :. I L''�l;.;,:+��;�l,:,�.:�1;1;zi,�-;�l.�'.., s,s- � r/­ 0­� ',�/ � I - :;''," '. +;,.,��.I.�:.",�.l�.,.''�,,�'.. ­.........­_,_"," 111.­­:;4 ­;:�­ ._�, -,-�i4:�,�f�,-���,--�-�-�,��.�17.�:.-"t� - i4: -,,-.,.%,;�i,n - .. I �11� .1,I..I 11 I.. ..''��1.1�,. "'��'�.";'L��':�'ll�..f�- z;­ s.:'t­­i!..N..! -'s ­sznP�_sl'­­ - ,_11..1--l. Z_ - ._,�.�:.� :,,�H� ,`�::�'.?!.'t,. !.Is , .srs.�­, s, e­ � .1 'W", 'wl .4 s.;m, e s;­­.-H I.t:X , 1-1. _11."'. , ­'; !_ , !"I., ­­ k i & :­11.­...­..­­s1s­­, I'll,1-11....­­­�­�i s.z+� , ]'Z­�.s�:Ut....z ..­-. , - 1.il�11�1:�:!:!�i ii�:!.N.1.,� �­i�si*;­4 i­.i,sz;­_�� ,� sl__�i�,! . � ::, .I ,­I... I - �i! i 111111101!�..!t,­� . . ,..% , , ,� 111:lilli!�� �1�14��;��,,�":",�:"":!!",�l,��'���:i� i L.�.i +. � \ : , .ii I I - ,"" . 11,1`�Ti,s. . Cc ! �: ­­... �­s­­;i , 1 77 11*11� 1�i�:!-� " '' ­`­� , ­ --�i��;:�I��7�ij!k ' _ I— J� +. . . - _ '. ",; - - .�, I 777 .. �m, �-�i��i]��il' - ____,� _-i��,i' ; . I - :i�i:�!::� - __'...,_ ' ' , ­­ -, t j 1111,i�i_. ..g �!!��j:j� _:;11:: j�j�j .�� ��,:�:�, � ,'A /14!1����]� 1. � ­­11-1--, ;­­ ..., - ''., I - , ­­`­­­­:��r`�� �i���,,+�::��,,+��l�,�',++��.�.,�,'�"-.�i�"".����ii�i�""�',-.!!�:!!!,'�*, � ? . W �.... �, I .1]. " ., ` ,:., s.,e i� � �.+ , 1� , -.....14�i�� -�,����i���,�,����!�i��l:i���:���i I � �, * - t, I INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. '11w Ity'? k Niil! ,.. ,� +Iil.i::���,,�����+.,,�l������',���l�Iii�.��lf . ................ �1:t,­ , � : I­I 11 1.I.,I— � '. - ;� W , wk a ii� . ......1. ili�IJ:11.i`i:��:L�lii��ill.."- I '�­1.i's11+i­,i_,­­ I I 7'y \4 - - t mmi, r � _s�'i­­I I 11­�...­­­­ , , -U..f.1.11!- - ­ "I 11.11 11"I 11.11­ --1.1.1 1, 1­.4-1­,jt__r­.­ .,­�!:.',�s. �_­­..14_11­ E 7`1�iflllll:, /­_, 1,\ � I .1�".:,;"�...".�"li,!i.�ll.ii......1."'HI.O.. -1,_ _11­­­­.1 � p­­­ .s;;s-i I Q:)� fl!21RJ::?.!��:s I I rf% I .. - . , � i - . - .� � -:�"m,q -�: '!",i: _ ::_:�i: -�N?�:�i*�]:.,� d4i,l !��­ ,�/­ j 10 . 1 6 ,� -`;�i::;i�;Ii:iq::;�i:5 :11`�d�11;��:j;��., �:���!�i����i:i,��i:i��!:i��l:���-�,�:l��l������','.���:"",���:i��i�!:�i�l:�j:,4�,:�::��:��tf:��:'.,:!IL:ii��::��i"ti::t�. � -0,­�."..1.­"I­�., - �.�fl.l.." �:i�:��i:.!:��:,�"o,Q�,�.-,:�l�l:i::�:��:�l���l::�z�.�i.�ilil,,- � . ... llk:���r+4""! ...1 , _ i I �--,�,,, 4.,,.,�i�� bli�:!�ji� , ,, ,,�:, !..­­_­­,,­­­ 1E I:: ., ::�­s-­ ,��;i t:1 ZI�1 � ,4 .�:�.., , _ ,�11 .__,_ 1111-111-- _ . , , " ­ �, i �:-I�:�.�l!i-i�'I'�.I..t�l,��l,�.: -......1.-.1�... . ­ , 0 -- �. �< UNLESS INDICATED OTHERWISE ON DRAWINGS. I ,�s.t .1 ­ � �­­.. , �. . ;;�_.'' ..'.. ...11 _�- - �, 11 ­ �;::L�i E't��EmOe � _. 1'­'i� '', - , ­ __.:;, .. t� � _ ) .. _ ...... ,.i:,-i:`.. .�-'].��h��Ii; M;.s:..-,L.1.. .. 4, �_, $ oi ..O��­­­­_ , �" m;; ]�%'U. .. '' ul.:; .1......- T-1i 1-1: - ��11 I i � . M��11, _�­t, -...���':"-�-�,;':�--�;�:5'�-�:�",:';,�',�L,���',� ..,i!;:�r; ­:� ­­11 1 � "-,��!��.-.!]��!�flm.i��:�! K A�1 ; _ I.. - 1 : L ! t V L I ,,,� 1< - .�. ,:�:�*��. s��s�, , . ', " �, I I W 11:� . .,.�... "is., , - � i 1, - ly' '. f m F 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND : -I-------------8-- - T 1.11.; I I I—- ­.­." I I IL� ,. f .- -�,:�!,.i I I I I I V...�f�:...��.?-t......I �. A . .. - �. I I CTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR I I : ,_� i I ��:��:�i��1��:!', --,------- , X61 � ,.:� I I , 8 \__(�) � ` � V� CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE I \ 0. ____ . .,-.*i:�,--:i��-,:�: ��! . ,,;+b,,,­��,, ,�",: ; :­ "" TYP. pp!_. �, /L�x) : I_­t......."...­­.­­;.p � � ­� �� ;I.I.,1.:;,_1:;,I.,­I I I L i � +L.I T t.;! -7"" ," �� I ­... i . I . .�..�..;,�l.;,�� .�.1i.�..�.;�.�;: .;>, ,, , FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. � ; I i , V"? I i z I :I I � : I ! , U,11. ! �11.t. � . . ­�­` r : . I y I J��j�`,.'+'.j 1 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE � ; ; ; I . ; .. 'A � I - ! i . : . � I q . ! _Z�.­..! 'ZI.. A i . ; m ,�__ GENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES . A i . ::H�rs..'� . I " . ; li_�-i�l ; ...1, e : I : :: - ..�, I : ; ; : ; �i_�S_� . '�+:� I PA ! I . I �� , "I URES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO 4a4u i 1,,., ! \ .?:'_�� . � .��;­�.i­t . I , i I . ; ls­s.%­� . .-- i , : t[ j .-H-ti'l-I . �>,�� I I .." I . ­_�!_r Is-� SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. I p .. q I . I , , I 1- 1 ­ f �'.., : � ..:f s.;�-4 si" J::�C;i:: 1. ; ; . ,.;:�J::�:�::d:; . - . . . . �.�..:��­­­­.­_ ..­ . f I i ` I ;i�� � &a I I - . i . 1 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT a" 11 i t;;,;�.;-I.;1,I-`�.! I i . .1- . �_ __________1 __ __ - ___ _­____-�:,_­,,PP,_,'�:: __ __- ________ - ___ __ _ __ - __ ____ - � 1-...�.......- . - I ;i��.�:. A / I S - . : � :i <16'- 10-31- I I :�i ,!-! i:,t"t ' 1�-0, - I UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN � I q ! .; ­,R­_�­,­ 11, 1�� - ' I '� ' ft � i . : '::i -` -,, _��,! i — 1 _7.......�' ) ; ----FUTURE BUILDING 3 ::��--1�1�, �::�<J�::�:; _ m�,_ ��'_, I , I i DIRECT RETAIL RETAIL BUILDING 2B - �% KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO 21:; W(1� 11 I I � _111 I I � I I i­�­­ 11,; I IT C F WORK - ! ; I '.1 ..it -� i.,�k:��11'.�, �, , , I �� ,�­_ V oat*' � � -1, p ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL a n i _� . = - LIMIT OF WORK 0, ��4�ljl .4-- f . - I ­J!, - � � I ; i+11 I��+���i�.::!il.wt+! , Z� t / I I i I s i I .......I..., I............. LEGEN ) RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF : I I " i PAR C' EL 3 w , — PARCEL 2 ��, ,,� I . .. ; '0-!Ki�q­­­­.� ., n. - I �_,. - - I r : _�/�,, �i_ � 11 I ��:!,�:!��:�:��!�!��:I:si (SEE LEGEND THIS SHEET) _,�, I �� _ .�p", fil.- ­ ;:il.. i,-- L ­ � - _ �:'.',-� � . ii;­. 1-- s—';­ � , �:,.L . . 1 ;­,.,;:�,��:'­vi r-sxt ". j.-. PROVIDING SUCH NOTIFICATION. � - i � I i ., . � ,, 0p , .., t . i ��. ;, i.:,.! ,�:1,0 N':.....;� t., I 2s F�1, ��j� �­',� , , , , ;_- ­ I .V � , , , HIS �3H � � , ! i 1" !1;::;m..1 -1.1.1%.­ k ,"�� * ` EE") I I C__ � .­ ­11--l­ , " � , ` � � - �- ! ! I 5 I — . i ...I I � , ..�� ,( , — �:�:,;­­;'­+�, ,W . . I � 11 . �;i ", 41­ ­,, �, 4 i�­�4-:­ -q - THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, � .­.­­­_­, ,ioi� _'� , _,,�Ci 111'11�fl . 7......._.. N.A.P. � `1111 _R1. �......�.. . I " �­ j �� . I PAD FFE A,> �;­ i'.'-.,.­`, i ", 7. ENSURE � � 1., 4 �.., i", : ; I ; li:-,":', , `01,Li` :",-, I I I ­-�, , �. J., .11 I I ------- I . ,_��ils. :�yi 11 wl�_ SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY I - , " ! 1� t t,_ , I I � � (�) 2 .1 r" .. - ., t;:q­%i­.;_. I ,_,�..:�,:;. :.�.K, ; ,;,.,, . i - I I i �;��.�;.�!­t L_T_ 91, PHASING WIT14 PENERAL CONTRACTOR. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED ; : 5 = F_ ,1: 11 V__ I] ;.t 1. ! ____ , !�._i��,. 1 +--,;;. - I I �� AND REQUIRED MODIFICA7TIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. � , � ­ I I i (D_� � I ­�­­.­_;!�, . I I , . I .. I ; __ = . - � I I�1.1­­I­ 0;1 �,�� , I ­1pf­­­­.­­ ­�;s-As�., u 11 I . � . .. " ­�­­ �, ­­� I 11 I I i ::;1,.' i� - _� � I � Q�� - � .. I � ��:�::���j�j�j i.,11� 0 p 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING I . I 1 ;�; P.z I. I ,N�I.,L F1% -i'd ., I � i � 1� � 1:1­ ­ ---IT] I lv� 11 VI.- I � Z­st� ��, CONSTRUCTION. I I - q : ::, �, -.1 q -,i��.�i.. I", n­ � i ,I I ; i - : ; 1111�­­` .+- , - SHEET CONTENTS'. j I ;� ,.`,� . ��� 1 — . �_ 1 1 � ,�_, I � � 9. PAVING AND SEALANT MOCK-UPS ARE REOUIRED-REFER TO CONSTRUCTION NOTES. ' ' : t.11.1 ill �j­�� 7 ./ I ­­.. i 1 1,I-; . a I ,Iiild.,! �1 I PA - I . .� 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. I . I . _Lj_ _LF_ ' � I � ��.­z 11.1- I ; i _11-1-1-1...-...I--....1-1- I � I '��i`­ 11:1 I � � I rlli.g ,f.�i 11 � 11 7 ..........lil CONSTRUCTION I ; � a - - --_ - I -_ 75 rm* - -�i_ _mw am-i W-0 9-ma-aw im-'a - - - - - - -- ---- � I W. a ; a PA � C*�� I z ; In NNE sm mm sm sm m it�MW� Sw mrwi rw 1i W now mwliw Iii �m;miraw ift M W� - I m fumm �Oak am rwe am& - /� , 7 — - - - - N�= ogymr � I m. MAX Wilarlam smalum as&Amats&mgiaI maxammitAw"A SAMMISURAIISM Ems W111115FA MR]AINN'tomammmal� Ammall FERNAmmem INNINSEMEN11I ME IRE saws nommo .goner- P-11 m a 0 min - 1 1.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO , ­_" � , . "_�41 i '"T'407117112 f----[ I I I �!j, I 1112111m," I - - I 11 I 11 . . I .. - COMMENCING WORK. PLAN I ,�.,I ; . -­­---------- :-­.­-11��F­ . � 1I.. 11��F,7­�:i.­.:. !�­i��­ . 1­1 ,_.... 1:!:�:�7.',:p.:._s� . " 5.�,.,.___1�411­ _.. 12-REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS 1� ` , ­ i _1 �_-Z�-- �11.4 7i'Tl� Lil-1. ,.�s s, - ., - _­ ,�,,, -1- ACCESS PA - i-_ :!:,�," ...0 11 I . I " ­_ 1i �� ___��L4 ""N� 'N�_� .�,, . 1-11 �:jrfl,_� . T'.M,i�ms......s�...��e�­I .. � ! K: 5'-O" TYp. . RECF-I'VF-P " ., _ , i I ­ , I I......1; � . .- .i:s,i­ (_ 'In. I , , ., , ., , ., , ., I i > _" I ]", ` i � I- _:1, -t-­­­ Mir, 11 I. I ---i po� 1 15 PA -r .�,:1,:: -!:�` I 6 WALLS, - - ! PA m "'.-,,- ,-,'� ,"..K.' :�.�,:!_,:!: , ! " 't, I / I _Tfll.� , 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDIN ��]_ �� �.c ! _p­­__ .­ I I 5��Vi � ) n . m Z� PA 11 COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. '11"f OF PAL$A VE'�EM I ; -_ ­­_____­--­-­---­­­-­­­­-­---­-­ I -_ - ____________ . . . ­ C Ar� ! I IN I'll llli.��11 ill 11 0!M7�_ --.-- ___ . 001" I— ,K$DEPI . , . _,�m_;"3_-:-mm��� t ! v ��of �01 mm mmmm=P�=W��Wmmmmm�mft�mmmmm OV-1�ommmmmommomalmomommmunwownswomawwwwanw�owwwomoI : _____ PUBUC WOn . ; ; : �1 ! . . -----_ -----.-.,- __ 11 �, I ; _�� . ".4 1 ?"_ LOW - I 1, 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN i 11, i = FA a PAVING WORK STOPPAGES OCCUR. F� L 1 7�� — �� I � - I Is W, r-IL Aff lnr%m Ir"I ma mm nw,mom am am . � I __� i .I L. " -_ I= - F_ - / SEE ENLAR%GAV-M NT PLAN L t.04 r%0" I"1%060�_ � / I I 15.REFER TO THE CONSULTANT REFERANCE LEGEND. ALL CONSTRUCTION ITEMS ARE CALLED � � �r � ­�� I - 11 / � ,�� R 11- I ;LIP- -1 ______ I .1 "a rA I_�_� : 1,�,�­ tNlc 0. z-,_- - .!WW�­ ��,Ie P�Ivll �1'11__ -1 - �, , I I %_y P womm 4w� �% la IN , I I I - , I i � I 11moom"m1w, 11111000 :� V�I�i , � � W k � / I 11!!I . I ! I I 1,� mwmfta 1 � -_ Ili, 54 I OUT ONCE PER SHEET, TYPICAL. ��%" I � :-�4�` 11 \__� N____1_1 . � '. T t�,'J . � .11, . ! Z ; �,��_ ,. I 11- ', ��� \,-_� --,� " , 4 / 11 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. ­ "I" � .. ����� I . Revisions: lt� � . . � exIL1111, -1 I-. . f I I 1 $ 0. Revision Descriptio : , � : � . _i� : ­'� ON THE CONSTRUCTION PLANS PRIOR TO BUILDING - -_ - ,- �! I I m � 'SEE ASSESSMENT '�111 . 1 . I ; I PLANTING IN THIS MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED i m_ � 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN � DISTRICT PLANS PER i'll � WALLS AND POURING CONCRETE N COOK ST. ME IAN PLANS PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. APPROVED PLANS 1 � t; ! . I I : N A P - SEE 1+1 ; -"ie i . . . BID SET 10/24/05 i ! (A SHALL BE VE IFIED THROUGH SPENCER KNIGHT AND DIANE HOLLINGER AT THE CITY OF PALM DESERT : CIVIL ENGINEER �- a FLATWORK. 1�-�7­�`XF7 1, al,.�, I." A\ I I I I i I ..I ­qm ­7�rq , I ; , ASSESSMENT DISTRICT m;rl , " � ; . /Z 6 � I t .! ! I i � . z - 1 (760)346-06 1. CONTRACTOR SHALL PROVIDE A BID NUMBER TO IMPLEMENT THE APPROVED PLANS IV X ,z 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. BID SET 03/14/06 rT1 . . PACKAGE, SHEET * AND A BID A ERNATE NUMBER TO INSTALL THE PLANT MATERIAL SHOWN ON THE CONCEPT PLAN i 6" EXISTING SLEEVES, REFER TO , m I " i 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. � ", ! o� :, : /ft\ BID SET 1 m , . ", i , ; L-2.02 : : ; 11 I ___�ASSOCIATES, INC. COOK STREET + t ; 20.GRADING INDICATED ON THE PLANS ARE APPROXIMATE GRADE AND GRADE RELATIONS. SEE � . �L. . (t� ,& WALL AND BARRIER RAIL . ! + 11� mum awfAmmammins% I I . .W'---�"....4 m momm"nommomm"mu m nwim mumi,pnom. wpummmorijammoom ma*mNamommimmen \" Kafkams"Okumm N *"a" "no 11 \N N., "'. \, NN I, IN \\ IN IN IN , I \ \ I � I N\\ N\, - ' \ : \, IN \\ I\ IN I\ \\ I I \\ I \ CIVIL ENGINEERING PLANS FOR FINAL GRADE. NOTIFY OWNER OF ANY DISCREPENCIES PRIOR ... I q \ \ \ \" \ \ 11 \" \ � \ \ I I I N ­,� \ � \\ N , I \ I \, \, \\ \, \\ I\ \, \\ I\ N. I \ 11 \ I N \ _4'� ­., I\ \ I a \ " \ \ I\ I 1, \1 \.7, I, I., I . I %�_ \, \, \, \ � ., I % _\ \ \ \ I I � I _\\ I 1\ I, \I \ I � _� , %. I ,- \�', \, \, -\I \1\ I, I I \ I., .. IN 1\ TO START OF WORK. REVISIONS I I I------ 4---------1- � IN ;;.�� I \ - \, \, \., \\ \\ 'IN \ \\ %\ \, \\ \\ \" \I \\ IN I N I \N \, \\ I \� I IN \N IN \ \ , I � I Ii___11�_�N N , \ I \ \ \ \ \ \ \ \ , , , I I I I \ , - I I I I , � I ,,, , I \ \ N, - I \ I - 1 ,,,, I \I \\ ___ 11-� ., , ! C/) IN \N \\ \\ IN \\ \\ \I \\ \I \, N. , I \ I ­t,\ I % IN \, I\ \I \\ )��\ \, \, \ I, \\ \ \\\ I" \, IN . I . 7 ,�K�'Ll� ,­�',� ,�, I � ,,7 ,L I I \ I I \ N" \\ \ \N \\., N.", \, \\ 1� \ 11., \, \N \, \, \N \ \ I \ \ %.. \, IN I \, \, \\ \\ \ ­ �, ,,,,, I � � 11 I \\ \ I ". RETAIL 4 BUILDING I \ 1 I ,�.f: 11 � � i \\ \, \ ! 11 \ -11, 11 I 11 I . I , I = , NN\, \\, N\11 \\\\ \,\, \-\, N\\\ \, I., \\ \ \ I\ \ I', IN\, I\\\ \\, ,\\" \N\., \ N,N\\ N,\\ "N..., "\N \\\ 11\ \, % \ I., \ N%, \\ IN IN I\ \\ \, \\N \I\ \I\ \,I\ \\I, IN\\ \\\\ \\\, \\\, IN\N \\"'.57,�' 1. \ I \ \\ \ I\, N, I\, \\N \N IN \\\N \N I\ I\ \\ I " \ ---& I III \\ IN \\ \, \\ \ \, \N \ \. \\ \,. 11\ N, \\ IN I\ \ I " %" \\ \\ " I I I m I \N \, \\ \\ I\ I \ \N \\ \ , \\ %', ,*1 \ N" \" \ \, \\ IN I\ \\ \\ N\ \\ \\ \ \\ N , IN I\ \" \\ , , \ a AREA OF RESPONSIBILITY LEGEND I \\ \, I\ I I\ \\ \\ \I \ \ \\ \\ \ \\ I\N IN \N \, \, \\ -\, %%, \N \' %%" \\ , " \ \ 11 N \, \, 11, 11, \\ N, \, \\ IN 1, \\ \\ \\ \\ IN \, \I '. \\I\ \\I" \\I\ \,1, \I\ \N \\ \\ \\ \\ \\ I\\ \\\ \,\ \\N N\ I LAYOUT REVISIONS I � \\ \ \ I I I I \1 NI \\ \ \ \ \ \ I' 1.*1 \ \ %N N\ \\ \\ \\ ,\ .,\ \\ \, \, \\ I\ \ \ \ \ \ \ I \ I I I I ) "I, I \ I \ I I NN \ I, I *1 � I - I I m \ \ I 1 \ I \ I \\ \\ I I , I\ I \\ I\\\ I\\\\ I\IN I\N\ I\IN I\\ N\*\ \N\\ \\\N %,\\ \\%1\ 1\\� ,%\ 11\ ,\\ -N\\ 1,\ I.,\ \\ \" 1'.N \ IN 1\ IN ,\ .\ 1, ,.1 IN \\ \ ,N ,I ,\ IN 1\ I, .%__�, I\" \, \\ \\ \ 1\ I I 1, I I IN I 1'\ 'N\ ,\\ I\ \\ \\ \ 0 � SYMBOL DESCRIPTION ,& PHASE 1 B RETAIL , , i I \ N , , I *1 I \, \, IN \ 11, \\ I\ \ IN \N 11.,\ \ \ \ \ \ �. \\ \ I" \\ \\ \, \\ IN \\ I" \\ \\ \\ \\ \\ \\ \" \, \ , , , I I" N\ I\ I, \\ \, I \%� \\ \N \\ I �_ I I \\\ \ \ N I \ \\, \\ I \\ \\ I, NN \ \ \ I I ,\ \\ " ., I " ,\ \\ \\ N\ \N ,-N "N N \ \N \\ \ \\ \1 \ \. I I \ I I I \_1 \., � %. \_ \ I I., N4 I., I., IN I., \�, \., � - \� A s \ I N I\\ N I I I \ \\ \, \\ \\ \, \\ I \ \ \ 11 N, \ , \ \ N%, I., \\ \N\ \\N \N \, \\ IN �IN \\ \\ N I" ,\, 7 1\\ 1\ ,\\ \\ \ '.. ,\ IN IN IN N'I IN \\ \\ I\ \\ IN ,\\ I I I\ COMMO ---i � I \\ \ \ \, \ N \ \\ \ I \ IN I N I \\ \\ \, \, N AREA / JOINT COST AREA INCLUDES ALL JOINT COST ADDITION LL I- I I I. \ \ \ I \ \ \ \ \ \ I __��� I , 1\ I , , N I I \ \N \\ % \ \ , I ., " , \ \ \ 11 \ \, IN IN \\ \\ \\ I\ �me No oft MR I I. , I I , , \ I , \ I i% \ I , I IM . I\ \\ N\ \\ \\ \ I I \ \ \ \ \ \ � \ \1 \1 \, \, ___aw I I \ I I I I �,1/1, I I % ,7 6 1. I I I , , . . ,�1�, g ! I, \ \ \ I \ \N \N \\ I\ IN \N \ %\ I I \ N \ , \ \ \� I \ \ I I , I \ It '4N \\ \ \ I I I \ \ \\ ,\,yw\I% I (I r- I�, \,\, \ I I\\ I\ 11\ \ \\\ \, \, I \\ \, \ \ \ \ \ I \ I \ \\ \ 1%\ \ \\ \N \, -, ,,�` \� \� zp," CURB WORK UNLESS OTHERWISE NOTED C IN \\ \ \\\ \, \\ \, \, \, .,\\ ,\\ \I\ ,\, ,\\ ,\\ I\ \N\\ .\�. \,\ \ \"-', \ \\ N\ %, \, \, N, I - `�,_ ,�'f . Datet 5 I \\\ N\ \\\1 IN, 1,\ \\\ \N IN 1%, \\\ \'I \ \% I, I. \ \ \ \ I I I I il`�i, �11_ Vi�l ,, " �Z � . \ I - i'�_, - 'hi I / . �.. � 11 . I'-1;1� 3 A-1 � DIRECT RETAIL COST AREA INCLUDES ALL AREAS I - - - , ,_ _. __., I_ '' , 2;1� .. ,, --..7Z�­ - a I ""_,�', i".I_�;, / . �, . " now 0 BUILDING FACE UNLESS Drawn By: SG/BG/AA _% - I . ­kl,� - � ��4`---j' moxxx '�_," ...... " - i"Z'l 7 �� , .- I.. I I-,,,, - r 1. .19�.: :. .-" 41, 11 11;1 s I " 1. i� I I 1�1 � `5 , " �q 4 , f! � I !��-M� . ­ ,0- ,- ,�J�— jt 0� 0 , I, 1�- —_-.11 "" ,,j I :/.: .. THERWISE NOTED . - it si!�'. I _'�� " , - . 1./t,. , . ­;rsm��; -- ! / , ,I It, - " �.5 i -.7, CH - tt, "// . I 11 I". �I t,� '/.­" 7 ��1' a!.3 I-jf..' .. Checked: TJ/TA IV .,!�. ­� 7 — a ' , ', 1_,� 5 ASSESSMENT DISTRICT INCLUDES AREA FROM BACK , �. ,i7 G I - b . r. 715 !�-- - '1, " ,\/ __ WALL AND RAIL REFERENCE LEGEND REFERENCE SYMOL LEGEND 1�1 C�i,,��','�'�\- - , _tw�:� f � 1� I 11 I Ngli: �r, - ­," , 11 I 1_� � I _ 7, ,, 'k � 1 4�,,UL-_�j ; URB OF PERIMETERSTREET .? U4 SYMBOL DESCRIPTION ...... __,_:.:," , N'1111 �n Job #, 03-1170 — �5� 1 �- =.�­,�- �1- 1\11 \ - FOR THE FOLLOWING: � __,_.­_­�,,� "' 1,IK" t � 4 I �:: �_��_V�X,_'_ .,g"'�t' �4 " i"." - 5;�- . �� CURB AND ALL PERIMETER STREET MEDIAN ISLANDS I I 1��4�t_­'� _111M �, ek; � I rg 2__ Plot Date; 05-23-06 �_ , n I L'� I I ._;.,f� � I i ­��­ ,< � , I I � . ,�� :�ip�_11.< , ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, .+ I SYMBOL DESCRIPTION i . -1, ; �. ,�_- I - , L !(�� 5 *:,., . I - — t ���_,, �,_� -!i� I - RETAINING WALL , 1;5"I"3 111.1". �_- sFX 11" :.%f.-.::.i y, 7 �, .­­ . ..,,,.: : ;_ Im. I �%­,, � - .. - .9 COLLEGE DRIVE AND TECHNOLOGY DRIVE. SEE CONSTRUCTION MATERIALS L' , -,I.i.] . _��-.zlll:.�_%;. ....K: I Plan Set, F ­­­ , �=11 ,:.,.,.*.'f ; , - fl.. : de ,_',% . . L_ . .1.,:.*.'.'.*.'.'..*.*.,�7��.',, q ,��_ I ______ SCHEDULE i','� F­�_:­;­J­ . __�,g4it 1 —_ ­­­­ aL � __ I I I I �, (_ � �11' �� i� ol---,�,", ?" - 4 CQUE b I KEE:I - I I � H DIRECT OFFICE COST AREA INCLUDES ALL AREAS I - � I .. ..... ..... BARRIER RAIL ATOP RETAINING WALL - ,Iz�, KEY PLAN-NOT TO SCALE ffinimilmlMW8110 CURB TO BUILDING FACE UNLESS JE-11 SEE SITE ELEMDTS SCHEDULE 11 �_�,`12Z2meili��, '1.k 11 , 4 ­�� 1114, ,1 . (Z I — - �� __ t­ I -- I '. ��,�� _­­. ­1 � _ - _". OT ' , , ., ,. 1 - " �� I I I? � lw_,� HERWISE NOTED - -, L" " I "" I - , m , ,&,,-, ,;,,� � �,�� 0 40 ____ __1 I ` �� 11 _­. _ I ­--` - 1. `�, 1-11 ,,,, , 5 't1r, - ,- I )_I -] � , ,, 4 � -- � I 1� -1 ,1 ­1111111 1. 1-11 - � I FA I , 1,i _ _ - 1 > I ­ . - -1 -­ � � - I I I . . -� I 1- 1 C I p M, L , L — 1 . (') 2 - � BARRIER RAIL UCTION LEGEND % 111. 111", -- EIRS11111111111 LIMIT OF WORK . I 1�1 � �, `�,Nl 1­ ge .%% . Im ­ 1. 11� I I I � ,,-,�... ��,, , , � , " . . 0 SEE PLAN SHEETS , ­1 "'.. , - x�­, . ­ - U � I �� I. , I - . ! I � I I--,-,, 174 ' 'I'll - '11K I I a SHEET 4 OF 263 11 I I _(000�\ � rc + we I � \_,�� � i 11 I � S ) ***/ (,,TI7 * / t ** / , H �r I `NNNN __ ____ I'— 91 9 91 1 i 1 _41��,4 - I , SCALE: 1 =20 -0 � III, .k�l At t ___ I - .1 I- � _�_ __ ,!.I., .- -.40- e � 1 - ___ - ___ ,--- -, ____­_­_­__ - � - - - ____ low— - ­_ - __ - ________,__ -L-_.�� _,___�� � _- -, -___�_ _ __ I- - " -, ..osg�_" - I - -___­, ­­ � .- -- F"q­l �., � - - I - ,��, �, � � , 11 v ­, �, I�C­- �, �,'�-j- '14- - ___ -,"-'� -, I �41 11 ,,. _ -- -- - ---- -.____ CONSULTANT REFERENCE LEGEND 06- \G�r ♦® !� SYMBOL DESCRIPTION REMARKS � � CURB AND GUTTER SEE CIVIL .ENGINEER PLANS �\ o� o� -' ♦ AREA OF RESPONSIBILITY LEGEND 0 O�C�G� G�Q` / ♦ SY.11 MBOL DESCRIPTION ❑B CONCRETE GUTTER SEE CIVIL ENGINEER PLANS land 8 �'C + west �G O �` . COMMON AREA / JOINT COST AREA INCLUDES ALL CC FIRE HYDRANT SEE CIVIL ENGINEER PLANS \,�", �� ��, ♦ � " ' CURB WORK UNLESS OTHERWISE NOTED If �P �'' ♦ D WATER METER SEE CIVIL ENGINEER PLANS Q` / ♦ 1, 3901 westerly pi. suite 111 '� PC ,�� / / ♦ r ,` DIRECT RETAIL COST AREA INCLUDES ALL AREAS E❑ PARKING LOT STRIPING SEE CIVIL ENGINEER PLANS newport beach,ca9MO It I ♦ �■ . ROM -BACK-OF-CIJ-RB TO -BUILDING-FACE-UNL-ESS - -- �c.as4o P P �, / �., ♦ = HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS tel:tsasl224-0040 � Q Q / ♦ , OTHERWISE NOTED ♦ fax:t9491224-0044 i Q '� - i , �, © HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENGINEER PLANS O OG / /� i �. / \♦♦ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK H DRAIN 1 G ; INLET SEE CIVIL ENGINEER PLANS `4\ ,\ .� ♦ OF WALK TO BACK OF CURB OF PERIMETERSTREET // \,�� ® CURB AND ALL PERIMETER STREET MEDIAN ISLANDS i ELECTRICAL TRANSFORMER�,Q\ ,Q\ / \ ® ❑ S RMER SEE UTILITY CONSULTANT PLANS ` ��`, ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, . i / , 111 .1� ` -- J BUILDING SEE ARCHITECTURAL PLANS / ,' ® COLLEGE DRIVE AND TECHNOLOGY DRIVE. ❑ CONSULTANT �' �; ! '' ♦ K❑ GREASE INTERCEPTOR SEE UTILITY CONSULTANT PLANS ♦♦ DIRECT OFFICE COST AREA INCLUDES ALL AREAS ` S ! `' ■,t■.I■�J■'■I■,1■;.■ L GAS METER SEE UTILITY CONSULTANT PLANS ,' / ♦ FROM BACK OF CURB TO BUILDING FACE UNLESS ❑ ' '\ IN. ♦® OTHERWISE NOTED RETAINING WALL f �' ` ` SEE CIVIL ENGINEER PLANS ".; , j /� SEE ASSESSMENT DISTRICT PLAN 1 / \ _......_._.____. ;. �♦ ✓p/ /� ® ■ ® ® ® ■ LIMIT OF WORK N❑ SIDEWALK SEE CIVIL ENGINEER PLANS : B / / ®� i >, � ;/ ■ �, = i `' , `` ` 0 SEE CIVIL ENGINEER PLANS ♦ c/ �/` RETAINING WALL : ,.s �/ .O ■ S ... / ® ❑ ... ......_ :.. _.. _. 0 ■ -" C �, G , r . ® �% / ♦♦��' SJ;'S'q © CATCH BASIN SEE CIVIL ENGINEER PLANS _ ....... "X ;♦ o i S ® fi+ °®0 1 ,/ ♦ '� Q TYPICAL VINE POCKET SEE CIVIL ENGINEER PLANS ,,. / ♦ �' q� J /i++ o®♦® e♦ ♦ A �-9 �j R❑ HANDICAP RAMP SEE CIVIL ENGINEER PLANS 11 %i° i. poo 'H o� ; ` z °♦°° �� C���� S SHADE STRUCTURE SEE ARCHITECTURAL PLANS J. ♦°MR. ,O F.47 F - EMEN 1- 1 I. % . , / LANDSCAPE CONSTRUCTION LEGEND 1 ,p 11 .. ' : -=' °+°'�► INNINNER •♦® ° �C' SYMBOL DESCRIPTION REMARKS R .. Cf- F4., Mi t ,, :, „ ♦ �' 11 l+ , ® '9 SEE DETAIL 1, SHEET L-1 .05 r• f ...- _..u:_� _�-- . ♦ �,�„ O,h� SPLIT FACE WALL AT STEPS ._._.. .......4- _.. .t_i. .... .: . l�s t ( . „ <"i ;x H_.w� .^ • ♦ 9G�./C�� 2O SPLIT FACE WALL ® TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1.05 a f t1. ;, i� CONCRETE STEPS, NATURAL GREY I'�' W ' �' < ♦ 3 SEE DETAIL 3, SHEET L-1 .05 i■ ' {` ® O WITH RETARDENT ETCH FINISH ;. JOINT COST (� (n ammil a. `� ° t t ♦® LIMIT OF WORK 0 TRASH ENCLOSURE SEE DETAIL 4, SHEET L-1.05 ! . .I � , r'� (SEE LEGEND THIS SHEET) 5 Q ® LO ,■ 0 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 5, SHEET L-1 .05 ■ RETAIL BUILDING 5 I is. .._...... ...... ,Q DIRECT: RETAIL _. . : - ® V ■�n 4w:" t.IMIT. = -O.F WORK. ♦ O PEDESTRIAN INTERLOCKING SEE DETAIL 6, SHEET L-1 .05 >0= � T PARCEL 5 (S'EE-; LEGEND THIS SHEET) coNRETE PAVING 6 VEHICULAR PAVING NATURAL GREYz >- iiiiiin- W Z < ,; r�l ��® FFE ♦ 7 CONCRETE WITH MEDIUM BROOM FINISH SEE DETAIL 7, SHEET L-1.05 da ■► - A �1, 1, +o Q 4" CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1.05 �"�■ ■�■ T 'i , WITH RETARDENT ETCH FINISH CC M OC s r Q +� I C r �9 STONE PAVING SEE DETAIL 9, SHEET L-1 .05 2 am LL fa` T' . -4111111 e 0 IS .__. -__ ■._. co 0. - .. ....t. . ._._ F .... ......... ...,,.., 1 : t s ,t ...r...3 c.r s...J .,ir.:-:., .a r, t ( -..; ' .J, ■ SEE DETAIL 1 SHEET - - - L 1.06 ■ ,J.. ., 10 CONCRETE JOINT ,It •,. }, ,... J.., , ,., ... DETAIL ,.,. . ...^. . ,. .. r J ,. .r .. :,........: .}.. > , {.,,,.. ......x,J.:6r= ,_r Y: ..J -I. :tJ .Jr, ) 1 ... : _. 0 .j �, ) > C) a _ 7.y,,.,,.J , J. ■■■L■■■■■■�H■■ -.:_,... ,_,:.,..: is;.J .-:_::. ...-.,..r,_,,..� _, .1. 0 ., A' o-,. IVY , .t.. !: ! _ ® ■ ■ I. �t _ c _.inu 1 ._,. r :, SPHER SEE DETAIL 2 SHEET i of �T> ... .... .., 1 (M ma... =) NNj 0 1 . 11 _. I u r 1 + „ : ^ HANDRAIL 3, 1 .06 ♦ 4 a ■ O 12cr ■� P■■■■■■ ■■ -- ■■■ ■■■■■y� `'. P ♦'iai ■�I■ ®i� ft P ♦ ■ar�� P ,� ■ice i■■■y\'�f' . c* 5 < w , > �00 FOUNTAIN SEE DETAIL 1 -5, SHEET C-z ♦ ♦ ♦ ♦ ♦ ♦ PA . 13 . .._. _. . . ....._ ..._ ..... .I._ ... . _ ....,. ::.. _.._. - .. .. _ �r , _:. . ......_... .._..._ _ 1. _ _ _ ._. Bs .._,,.. __., __._ 09 . ... ._ ...__ __ ...._ -_ .._... . ... w PER POT PLANTING L G ` :, .' "► - - 1 r,♦ \1 _._ 14 TYPICAL PLANTER POT E END, Imam0 a SHEET L-3.02 (� -- trr■® ■■s° 4■w�♦ �♦elee® G > > PERI - _ _ : . .... ...... ._ . _._. _ ......._.._.__— . . _... .__ E - 15 PROTO II RETAINING WALL RER S r W ,. .,... . . ._. . .. . I SPECMACATFONSU 6 � D 0 t F y. I ------ - - -- _ ---._. ----------- --- ---- - ----- __ - __ _----- - - - -_ _--_ -_ _ -.^ __ �_.. _ __ -_--- --- ---- I ------_-.--.--_._-�._._.-- --_--.. _-___..__ ___._.__.___. _ _. ____-..__..__.--____-_ ____ _.---..._-------__.---_ __-- - ___-- - ----- - - --- ---- (� PROVIDE 12" X12" SQUARE CONTINUOUS " CRUSHED GRAVEL f; _ _ „. ... . .... . .. . .. .... .. . . . _. � . ._:.. _- ._. 4 ,�<; PERFORATED DRAINLINE IN CENTER. C I C I- 16 ♦g..■■■■■ ---- - --- - --- _ GEOTEXTILE FABRIC. SET FRENCH DRAT -D ' w i oei■a■■iei���s■■■■■o■ ■■meeeir W/ M N . ■ - - - F USH WITH FINISHFIGRADN. J .. .... ..._ _ WO cc ww < Q. _ .. .._ - E a _ _ - Q ?r n: Q ♦ PA PA pA ®♦ 1►1A1�¢ "� ►♦ _., , \ ■ a . , ■ _,.» _ „, ■ ' I ♦ ■ -:,. .... ■ :,::< 17 CABLE BARRIER RAIL CC 0 0. - ■ s iTl SEE DE AIL SHEET L 1 0 ■ o■r► PA PA ""�' SUN < Uw) �" 4" CONCRETE PAVING HARVESTN.E.1 0 F � °" SEE DETAIL SHEET L 1 05 111111111111111111111111111111111111111 ® ,i �.. ■ PA 18 - PA S 8 > " r 3 .. . :, PA ,, , PA w WITH RETARDENT ETCH FINISH M ■ 61---< a. 0 ■ ! ■ ,:. �: .. . ...... ... I .> ,.:: ■ ! > . : ... s ■ : PA ■ D U ■ I+Q . ry > , : , 11;1 . z v. I . - , I� - z < I i : : ..y , : ■■.■■■■■� G ►' GENERAL CONSTRUCTION NOTES W , ■ Fso 0 I■ . . . : i .'11.11.�: (�)_j a N ■■ ■■■■■ ■ �■■r ■� ®' 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY AND CERTIFIED BY PROJECTiiiiiiiiiiiiiiiiiii i i 6 C-a M ■ �L I L °� 6 G-= `n C z = ENGINEER PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS, AND OTHER STRUCTURES ■ ,� 2. CONFORM WORK TO REQUIREMENTS OF LATEST CITY ADOPTED EDITION OF CALIFORNIA ; �" _ _.._._ _ LIMIT O F WORK ..... ........- _. .... ... ..__ (mil 1 ■ E ♦i■e®■■■■■■■,� i pA t;, :.,< .:. BUILDING CODE, CBC AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND ■ ■ r ■ EE LEGEND THIS SHE - ,ti',ti 7 REGULATIONS T ■ ® : ■ : ; , - HE MORE STRINGENT CODE SHALL APPLY. I ■ ■ ®■ ■� ■ ■■■■■ ■■■■p s „tN __, 5 � 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS ' .1 ■ ■ ' , 15 RETAIL 4a INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS PAVING CURBS ETC. ' �: , i i ® ; a a '�'� E 4 - UNLESS INDICATED OTHERWISE ON DRAWINGS. - - ■ j i i ■ ■ ■ # ■ ■ ■ F PARCEL ; - !` 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ■ J _ i r , ■ ; DIRECT RETAIL - ACTUAL FIELD CONDITIONS, NOTIFY OWNERS AUTHORIZED REPRESENTATIVE FOR ���t�-"'"� ■ I ■r■■■■■■■■e CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE tAt. ■ i6•i --- , LIMIT OF WORK PAD FFE 7 _ _ _ ® FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. 494 (SEE LEGEND THIS SHEET) 5 CONTRACTOR TO BE RESPONS am , IBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE I L_ - _ - - --_AGENCIES AND RAW - - - A DRAWINGS F - - -J -- - - -- - ■IN t _-- ;-- L - - - ,, r� _ - - -- - - :_. - - OR VERIFYING .LOCATIONS FOR UNDERGROUND UTILITIES, .PIPES - a -- - ■ RETAIL -PA PA N 10- 1 r'�-- ■ �� _�;i AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO 1 ■ : e -downsomi`, PA SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. '"� t8 t' ■ a , ■ PARCEL '�!° ♦ �., fiL41�?, 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT N °°`. ®q - K N CT AN R DIFFERENCES THAT MAY NOT V BEEN ® ' ■ ■ �i ♦� �"�+V KNOWN DURING THE 'DESIGN PROCESS.DI BRING SUCH COND TIONS IMMEDIATELY 0 �0� 1,JF� _ .. nowrmr- PAD FFE PA t CA I ® - •♦ PA ® PA ®o°°. o® �� � �' x 0s ATTENTION OF OWNERS AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL ■ ■ oi11 q,�*,� �. : ,,; ., ♦♦o °° ♦e♦ �-- RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF ■ - ■ ------..,. __----!�► 1p - ----- - ---- °. ♦ ♦ a, - - - PROVIDING SUCH NOTIFICATION.-•�r�rr�n■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■L-- - - �, .� _.. .,... - .... _. -- - - - -.- - - ■ ---- ® ■■ ■■ ® ® °°�r„� ■ \���,,,��� _ ___ _ pA 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, !` ■ PA `��/� I13, I ('T I r� SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY . ■ =`----s= `�_-`_===-=y ='�=- ;-� PHASING WITH GENERAL CONTRACTOR. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED PA o PA ' ¢'- AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. SHEET CONTENTS - wSign - �_ E " p - 15 _ 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING ® ■ 2 CONSTRUCTION ■N■ ■, ,■, -----. - ��, ■■� _ «r■^ CONSTRUCTION. ■ - - �\ _ =F 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. ® - , �, P , �- a ; . , ;� � PLAN O.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. , ® _ _ _ _ 1.1­111-1. _...___._.._.. R EC I a r 1 "'�"■� 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO G A M N JOINT COST COMMENCING WORK. 2 inn^ ■ JOINT CAST AUG =. -i ■ LIMIT 0 F WORK 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS z 3 LIMIT OF WORK SEE LEGEND THIS SHEET WHERE APPLICABLE. „YOFi Li'le, E9EI41 I LL• (SEE` LEGEND THIS SHEET) ) 13.P OVID BUILDING WALLS, �uBucv:c;�aksG�.f R E ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILD N ® F-- - -- ----- j I PLANTING AND IRRIGATION IN THIS MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. ■ APPROVED COOK ST. MEDIAN PLANS PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. APPROVED 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN , .; +. ® � PLANS SHALL BE VERIFIED THROUGH SPENCER KNIGHT AND DIANE HOLLINGER AT. THE CITY OF PALM COOK STREET PAVING WORK STOPPAGES OCCUR. Revisions `' DESERT 760 346-0611. CONTRACTOR SHALL PROVIDE A BID NUMBER TO IMPLEMENT THE APPROVED A ■ ° .,.: I PLANS AND A BID ALTERNATE NUMBER TO INSTALL THE PLANT MATERIAL SHOWN ON THE CONCEPT PLAN. 15.REFER TO THE CONSULTANT REFERANCE LEGEND. ALL CONSTRUCTION ITEMS ARE CALLED , ■ Jim mew■ oe„r■ ■rrrs�rr■r■arsararair■eJ■r■■rrr■■�nrer,*ryes:rs,c■■rr■ererrxa,,,,r,ara,e■■■■wesweri�e�a��■■w■tllrtr*t7tt�■�eww■ ■•>wr�lftt�w■ ,■■■I�aw■•+1■r■■■r■sRA■w,taN■■■■ esonON ■■�t■■■■n■ar■�■��■R■■�■grrri�,xrE■ ww*w ■■r■ ■■■■ r.,e■ ■s,�w ■■■■ ■■rM rases ■rw: ■�■■ r■■■ ■��■ saa■ �crer■eJs■s■r�t�„arw�c.rR■r■�r■r■■e�i■r„rrrrrw■rrr■rrrrrr�rrrr�r�t�e�e■,�r�e�wwws�■�'at��a■n■�rrst■■�nwwr■at■ ,n-.., No. Revision Desert tlon: , '�\ '�\ '�, '�. "�, '�\ '°. K\ '�\ '�, '�\ "�. "�\ '�\ �> , '�\ "�. OUT ONCE PER SHEET, TYPICAL. P \ \ \ \\ `\ \\ `\ `\ `\ `\ \\ \\ \\ \\ `\ \\ `, `, `\ `\ \\ `\ \\ \\ \\ `\ \\ \, `\ \\ , \\ \, \\ \\ ., \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ `\ `\ `\ \\ \\ \\ `\ `\ `\ \\ `\ `\ \\ `\ `\ `\ O >.: ■ \ \\ \\ \\ \\ \\ \\ \, \\ x,:..�.* \\ \\ ....'I .,.__- 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. \ .............�...... \._...._...,._._... _ ._. \..... \.:.._.._ ._..ti......._-.\ _...\_.._ ,............ , _ v......._.. .�........ ,..___.....,.\- \ \ BID SET 10 �4 05 _..__ ..__._._.._... _.._.. . ..._._._ ..... __..._. _._ \ \ - \_ \ _ _.a.__-_--h.- �_...____-. \_.__......__._........ ........ \..... . . ._�...... �.._. \ -- - - ® `` `` �` 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN BID SET 03 14 06 I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ .\ \\ ,\ \\ \\ \\ ,\ \\ .\ \\ \\ .\ \\ .\ \\ .\ \ , . \ \ . , \ . , . . \ \. \ \ \ \ \ . \ tz ` ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE ` BID SET OS 23 06 \ \ \ \ FLATWORK. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ .\ \\ \\ \\ \\ \\ -1 \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ ,\ ,\ \\ ,\ \\ ,\ \\ \\ .\ \\ .\ \\ \\ \\ ,\ .\ \\ \\ \ , \ \ . \ \ \ , , , . , \ \ \ ':-1 . \\ \; \\ 18.AL.L ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. WALL AND BARRIER RAIL \ 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. REVISIONS \ `\ \\ \ `\ `\ `\ \ \. `\ \. `. \\ \\ \. \\ \\ `. \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ .\ ,\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ `\ `\ 20.GRADING INDICATED ON THE PLANS ARE APPROXIMATE GRADE AND GRADE RELATIONS. SEE` RETAIL 4 BUILDING \ \ `\ \ " \ \ CIVIL ENGINEERING PLANS FOR FINAL GRADE. NOTIFY OWNER OF ANY DISCREPENCIES PRIOR \ \ �`,_ LAYOUT REVISIONS \ \ 1y: \ \ \ `\% `\\ `\ TO START OF WORK. \ \ \ \ \ \ \ \ \ \ \ \ . \ i PHASE 1 B RETAIL 7/ F- �, lrrv., REFERENCE SYMBOL LEGEND JOINT COST ADDITION LL rf' , ,:� SEE SHEETS L-1 .06 FOR THE FOLLOWING: _ :,� , "I I�. a Dates 10-24-05 "�' �, J� CiL 3;; I.Iro ,J �a� _ , L;r SYMBOL DESCRIPTION - Dian By: SG/BG/AA Cl.I. G� _ ji C-1 SEE CONSTRUCTION MATERIALS kip �'' ` -` SCHEDULE Cheeked� TJ/TA ill ,xYI GG� , \ 4. �,� !t V yoo� 1�1 , J\y- � \'/ 'f � 'I1. E-1 SEE SITE ELEMENTS SCHEDULE �Ob � _ " J f - 03-1170 ,� �, ;� FA] CONSULTANTS REFERENCE END et_ Plot Date 05-23-06 �- >a ? , r t�`� \ , }a! SEE PLAN SHEETS t~ 711 � Yr , "�, �; t p LANDSCAPE CONSTRUCTION LEGEND .: �' •-e-r a �.J a t - .4.t„rx5-w Plan t, s -, v _ E-. 1_1 - 0 SEE PLAN SHEETS c �¢ 1 :r �° k J1 t < � � �­111, KEY PLAN-NOT TO SCALE - `. ;` � 0 10 20 40 w-. K 11 ­�! �:&' __ " I 1 07 I ,�,� L - 1803 :5�,�� = SHEET 5 OF 2LL 6 . ,_ �� s ; 11 , SCALE: 1 "=20 -0 - 4 r� �- .r.r. . > CONSULTANT REFERENCE LEGEND - _ SYMBOL DESCRIPTION REMARKS `1 ._ -I1I-1>;I.I�%.!..;.7.�.i�;I I. �, 7 CURB AND GUTTER SEE CIVIL ENGINEER PLANS I an \ __ �A- +w I F� _;..........._......._...... - ;. , \� _..__.-.._...__....._..__..,._..._..._..._._..__..._..__ y ., ,.�s.- CONCRETE GUTTER SEE CIVIL ENGINEER PLANS \ .\. . . �1�.,I�I�I � /, . / . I�.I\\I\I ,\.II \ �'�I,r\"I I I. I \V\/\��i_1.m;::i2ii./�I I-I I I... I,\...I. 1- I _ _. _ © FIRE HYDRANT SEE CIVIL ENGINEER PLANS �\ i ;"; WATER METER SEE CIVIL ENGINEER PLANS 901 westerly pl. suite 111 D .._._..........I... ` % A E PARKING LOT STRIPING SEE CIVIL ENGINEER PLANS newport beach,ca 92660 -- --o.434 \ ;' _-' `` 0 HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS tel:(949)2240040 h ( ) 4-ao44 949 22 \\ ;C! \ J I �G HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENGINEER PLANS �` \�y 1, \ __ ... ee _ ❑H DRAIN INLET SEE CIVIL ENGINEER PLANS \ \ ��)Ii�!�Ii1I1�I�Ii IIiII Ii:IIi1IIiIiII���I�ii IiI!iIiI:i!Iii!I:�IIi��:II:���;:!�:I I - �'­I�-I.�I'-.. -­1k--,--.�i!IIiIIIii:II;IIiI.1II.!i�����!II�Ii;�.;II�t�;.IIII�I;II.�;iII-I;II�ti.II.:i�i!I�.II.I��iI..z;;:1?��iI ..;i;I�I�i.;I;�IIi�t��:.� 1..._,�1.�­L.1'1f.1.-1iiI:I:.T��L\I*1'.­�1..,--".I.­��_.I_I lL:"..iI�L\� ".+..:__...�..._..I,,..I­jT-I\_.­.__+­.�_­._....-.-.1.10_tjI.Ii�t.�-..._".,...._­..-..._..........�1"_i;�L!;.!;.,_­..."��..._.­....0�.," '".�II.""I.�_,a...;7(.I::i;;i�;i:1 '\I���-�7+��7 1.,',,,,��/!��-.�" I9,,I;/'_...,/"I,1/1F" $1�,-11/.. 1 X 1�,.. I,_,p,��1,,",,/�.-W._�,//,, 1�1 L�_@@-���, �" III I.I�-_1 ,,`o.,7�tI� I I� ��_II L',1_I11 I ❑I ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS \\ \ CONSULTANT \ \ ,` \ PA } - ❑ BUILDING SEE ARCHITECTURAL PLANS .:_ I. IIj "I J \ GREASE INTERCEPTOR SEE UTILITY CONSULTANT PLANS\ ♦ P . ' ` L GAS METER SEE UTILITY CONSULTANT PLANS \ \ `\ DIRECT RETAIL ❑ \ � / LIMIT OF WORK RETAINING WALL �\`:: 0 SEE CIVIL ENGINEER PLANS SEE ASSESSMENT DISTRICT PLAN \ �� �\, s:. 6 C-2 FN SIDEWALK SEE CIVIL ENGINEER PLANS ?, r WALL �. \ i , " , ar n y`; \ , \, ,\ \..w'.--- :.:.:.: .. . PA . .. 2:=-b _.: . ..I i ,...' 1--ri • ❑0 SEE CIVIL ENGINEER PLANS \. 1. \�-' i\ © CATCH BASIN SEE CIVIL ENGINEER PLANS RETAIL BUILDING 2 ® TYPICAL VINE POCKET SEE CIVIL ENGINEER PLANS -- A \ ' \ �� ` ..._. _.. __.... \ pJ \ R HANDICAP RAMP SEE CIVIL ENGINEER PLANS t \ � ❑ \, .r \ Q \\ C * �o _�,_. PA ,.\ ��! l��L 2 x S❑ SHADE STRUCTURE SEE ARCHITECTURAL PLANS �` �� r�.` �, \ < _ \ \ 6 ;I,< r. \ 6 c 2 PAD FF E - - - _ I P �, y LANDSCAPE CONSTRUCTION LEGEND i ,/f0 �� , �C ,` \' : .• ; ' ` `� :, ,�: , SYMBOL DESCRIPTION REMARK5 I \►` - - ( % \. \` \ q�� ��, ,; SEE DETAIL 1 , SHEET L-1.05 _ .. . ..__ _.. _._..__._._.__._... -_----._._.____�..�4 \ c� O1 SPL{T FACE WALL AT STEPS ( \\\ �o ��. 7"" :4 �SOt�E EE DETAIL SHEET L 1 OS SPLIT FACE WALL ® TRASH ENCLOSURE S 2, - . \ c � _._. ..,.._.. ...._ ._...... . _.. .__.........----..._............_...,._ .....> 1 y >� , , >y < ; 172.96 F pg� N _. 1 y v CONCRETE STE ATURAL GREY - 9 '\ Y 9 a _' O WITH RETARDENT ETCH FINISH SEE DETAIL 3, SHEET L 1.05 \ y� ,i� y W �' - 4 TRASH ENCLOSURE SEE DETAIL 4, SHEET L-1.05 6 O y s PA 14 y y 0 - - - j I v ,,� ,` Q TRASH ENCLOSURE TUBULAR STEEL GATE EE DETAIL 5, SHEET L-1.05 .I......... _.... _. _....._ ....._ _ , ¢' 1 0 S �� y 172.96 Fs ` SEE ASSESSMENT i ' v PA 0 ,� \ , , `. SEE DETAIL 6, SHEET L-1 .05 11,,��I 1 1.1: /15 ."r�-,�'-.I...�.1_,".I.'i�­--IU-/O, !I/,..I__�_-._",,,, \ PA g PEDESTRIAN INTERLOCKING \ .-�, �' DISTRICT PLANS CONRETE PAVI y , -, ER CIVIL,. .....: �' #, � y :`> �/,'\N w. . P 6" VEHICULARNPAVING NATURAL GREY .. ,`` > 14 ,- �� O EDIUM EE DETAIL 7, SHEET L 1.05 , f; i PA -'c a :... \ o\ �,. ' r V ; > ENGINEER 7 CONCRETE WITH M BROOM FINISH S \ p , \ Y , , _ .. :-. \ \ a arm \ ,' P. �; , ;, T 8 4 CONCRETE PAVING NATURAL GREY W �i �; 0 5 �. \x. O SEE DETAIL 8, T` ET L-1. �`' WITH RETARDEN7 FTCN FINISH \ O j'� �, Y \: i �,:` 9 STONE PAVING SEE DETAIL 9, SHEET L-1.05 i� / ," PA 6 / , 'r -�- y T�' � ��.< . ,, ti, S' , ; ,.;';. ± ' ' . S' ,1 :: 10 CONCRETE JOINT DETAIL SEE DETAIL 1, SHEET L 1.06 .J �_ _ ;� , \ .. . ,, \ .. , ;. ;... \\ri ,\ f f\ . _ \Y O _, . . ;.._ \ - \,` _, . . ;. t j _ SE ETAIL HEET - 6 f ♦ _, 3 . :: 2, , . SPHERE BOLLARD E D S L 10 . : . - . _ . .. _: y; ..I,_­�­.1�._.�*..j­:jj,­!�..,.'I�?�.-..1.._I,1.­...­._-......,._.:._...I_7,..�....�,_.�,j!.!Zj.'�'.;­�­I",. :_.—.­I..__1­:­\—.1_.­�J,,,'1'.�.,11,,.l7I.)_.-,:_,­­.�­F\_i:'?._��+1_.:.71i:�.�I���r;�..i��.�..I:II����1:.�1, �f1_­L.r,'.­j._iA��;+Ij.;,71i;­,II1i.1.I�IIr4iF N­"�,_1­,1-Ti��.;:I%-�+.;1.7I7z;III;I\q:I..�IIa -..__�-.­j.,;.,+.­._\..­."'._...j:.r.1_�..�._...�._.7­­I.:......"­...._."..:.�'.....-.1!:.:1r+L-....­...1_..-.-L­..".1..4.._�L -.-�.-�.-.�!f,---V I,I:; .:.�...I.�]J..1......1_I1._t*;..1.,!..,1I.-�Lk:J..'I_Y:.....�.--I,jI\i:....".�,,,]. ..­+�..�*(....L.�",.......�*..I,*i--.,rI.L II., -I_..­"1-1 I-.rz,r,-, ./,..­�...-4".­�,I!;�_ -7-_.,0\,p.,u 1"I. ,l,.(-.,�"+'­.��­.,L'./,,-.v',/.,.I.<e#�/.)/,,p,,4,�:I.,1�,',�,�I,I,\"'�5_"0y�,I I-�r I'tn'">Ik.�I0-, I/i e'..y L.,"f.�q1E!;..2f" -E.,+_.,\.1.<\,1..­zI"i,]',,..*1.l..��''....�I1���I�.-"It�I.1�,.�%1i,­..'t�]/��.-­.:I-\v���­...i,.i.>.�_11,..1,.t.1�t;,­_/�../1,-_r1 ,.­.,.'__�.,i�..i..-.,1<..!.,,,.­L,1�.�..,>.I..,iWL._".i.�--.�l,� .��.,�_4 i;..p-I i,�.l_I.y\'.I!.Y/,...1\.­_, <--'...!.Y�.­..�,91.­�,'I..�,,,/,V.;­+.,- .\.j..,._�..,��6­:I...,..-- I�I,0.. ��Z�.I�.r.,:I ..)./Z.1.,. �:I�t-!I�,-,t+.4�1�,-!.'l­ --�)�,,.­.-,,"r,-,i...L,,,,*:..,.-�I.���...-/­.-�I+/\�T,,,Ni- -�....-: i'I�.-�-..;,..:1­�Ti!:iI-__T;(I�z­_;. i­YE�I�_..t::. : . . : : ,_.. _: . _.: ,,.!CRY �_. t` - .��­.,_.�.I­.�_N.­..:..-.+­_.�1.�4.',;!i_.1,:,1'�r,.'.'­­,­.O:-..­�,-+.L\I.:*.zF­­_/.",]..,.I"1jj;��,:'.'.�1 I..�._-L.4..1,.",..,:L'.�""`..�1;I�'j:'�.".-"­­.­.,..�.�_.'.I..-t':.1L�,",,1�.�..I­.�-.:.I\..-­.-�I..1..-.-�L.�1.­"....�.".".0ii\,W.1;,E�L17r.`..I\.�.,,..��I\.t11.�_:..�t-.:.,.I_­�',',.,-.��ln.L1�,i�...:�-.._......�.w..".I.L.....��..NI..,�1..,�;'...�,i,1.T;"!,.":1.�.._..1.�....�..--_�.�.1...�',t.f�L"­.,­.1"I4I.��-­._,,\-:.,_'J­­.4.L--"\;1�.��;"_+TITI,,FFi :�. ��:�\� � � '�� .�' � I� SEE SHEET L 1 .06a �ti' - .-��.f­"J'_�.1IIj!:T�IiI7;1IrI1:.�;.,�,:;.1!�;;.":.:.. ..I,.-"..-II.�.,-]I..y...�jz.�.-7�'.;...II.­,.-:.\�--�`!.1....\1.,.+1..��I.�1-.6.-.I­l_/L­�j-Ji1j.�]"-I%I�.:.:i�:.47;.:.;�..._�' ,...:7:].�.I­jI1..,zI,\1 e,%­_\.��\1 4.I,-�_�..;, -,,".\1I�'4.I �,,�1 1 I\1­I.17.�",.I�\\ .v.,­L`,­,".,� 1..'`qI F J.\�-.��., �,­,.-.­..,;..,.J­!.:.: ,[�rti(1�t..1.i�,.',-."11­+,.;�.,.1­�z,Tr�.,...,v._.� , . >._: _t ti SEE DETAIL 3 SHEET L 1.06 :_. ....: ;_ 't� �- HANDRAIL v. �;< 12 THIS PACK E ,... , ; . i i , . '._.: v . .... . . ... . .... . _.... PA_ >. : .: , - ����.: \ / / , � {y�, .�\. ;� GRADING ..._, AIL 1 5 SHEET �, FOUN . n Q 13 TAI N SEE DET - \, ' • �. r` PER• POT PLANTING LEGEND, j : \' ' ? ., - 14 TYPICAL PLANTER POT \ _< I. , y<, / �I SHEET L-3.02 a ` \` y�> `� a- I PER MANUFACTURERS < r Y �` ' v y, y' w;e,, v �,; \/ 15 PROTO it RETAINING WALL �'" I I 172.96 F >!. ti �y &, PA r _ -_ SPECIFICATIONS \ >\ \ \ w r \ �. ,. „ :/,\ `' \ / \ PROVIDE 12 X12 SQUARE CONTINUOUS CRUSHED GRAVEL \ ` °� i \ „ ( ,y \,/ \, ` /\ , j :. POCKET WITH 3 DIA. PERFORATED DRAINLINE IN CENTER. \/ O J �y '` \,� ! ; ;'. i ' PA WRAPPED W/ MIRAFI 140N GEOTEXTILE FABRIC. SET FRENCH DRAIN y` a I 1 �' ~ >\ " °"°- FLUSH WITH FIN SH GRADE �, \y� rn ;,:,: /\ r.. F i ,. ,� \ �4 ` ' 172_96 FS ` ` \T .7 O CABLE BARRIER RAIL EE DETAIL SHEET L-1.06 \ � ` 71 .6f 17 S 2 a ""'� i . . ,\` \ \< tt3 NCRETE PAVING HARVEST SEE DETAIL 8, SHEET L-1.05 B ' h1 , � WITH RETARDENT ETCH FINISH \ -, y > 1 j �, v + `� > \, j a. \ \ r ,.. r �, "� �+ IV•, rRETAIL BUILDING 23 u Q 13 \ 14 r. \.{ P s r ; \._. i . �.l j r . p \ \ PARCEL 2 \ Q /.: �,. r DIRECT RETAIL '� - �, .. W J I LIMIT OF WORK v, tl .�. .� .r ,, r i �. I PAD 66.00 FS GENERAL CONSTRUCT!®N NOTES ' \.. PA .A� d'• \- . ( C-1 9 �' $ 3 c : ' 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY AND CERTIFIED BY PROJECT ' I , yam`; '\ \ \ j /' '� �--�; , -' ENGINEER PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS, AND OTHER STRUCTURES. 2 CONFORM WORK TO REQUIREMENTS OF LATEST CITY ADOPTED EDITION OF CALIFORNIA - _ - -- - - - �, ' \ ,�.. - 167.00 5 - S AND - l N ODE, (CBC) AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCE - \ \ \ t6 w 'REGULATIONS. THE MORE STRINGENT CODE SHALL APPLY. f \ :;.a Y `,'_7 15 Fs 3'-10 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS i r UTSIDE FACE OF WALL PAVIN CURB ETC \ ''\ i INDICATED ON DRAWINGS ARE TAKEN FROM 0 S, G, S, 't�►t- ;- / Y , , ;' UNLESS INDICATED OTHERWISE ON DRAWINGS. 4 0 x` '1, ,'\ ,, ). '' " N d 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND { UTHORIZED REPRESE NTATIVE FOR -- - ------ - - - - - _ - - --- - - -� ,, _ , ... _�, , - :w - - -_ -ACTUAL FIELD CONDITIONS, NOTIFY OW _ , T�'' :. 7 52 F `: . d t r. CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE 10-37- ! �;; =, { FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. '" `° ' �a" �.. - D A. q,'U r 14 �3'' ;Y A 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE Nj, °"° �Q' I NO.. `' PA p ' " ' AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES '9j� � ' AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COST$ INCURRED DUE TO Cp1r� ' �o 'tti 168.00 Fs SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. , '; ✓ / \�; < a ' '' 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT 170.00 fS! '' I --- ,, s, r' UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN ; +� n r \ KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO '� Y :;.. / : �� ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL �;; _ _ ..� RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF - - - PROVIDING SUCH NOTIFICATION. SHEET CONTENTS: ( / a,, � _ - - - - . -' -' ""' PA �z - , • ORE CURB AND DAYLIGHT - NT i • % ": ?-. 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, 5 s 2-3" POLYETHYLENE SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY DRAINLINE AT CENTER OF PHASING WITH GENERAL CONTRACTOR. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED `` ' ` "� CURB. TIE TO PERFORATE PL I t L�4_.00 FS AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. { `� �I r ;= DRAINLINE RAC • r 6. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING :_° I ql f °�,1 a+ ' " �.a - 1 6 CONSTRUCTION .' �n �, -`y 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. ��� 2 '� . �? y . PA 6 C_3 PA 1 7 ?`'��� S'-4 ' PA '' / 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. rr rnvt ESN, �u6�c ,v.U 11;�car r 1 5 jr,,, D LIMIT OF WORK LINES WITH NERAL CONTRA OR P R TO :;_ 61 00 FS 11.VERIFY PROPERTY AN W GE CT RIO 15 - - -- ___ COMMENCING WORK. c-2 , W° 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS '.�` 162;00 WHERE APPLICABLE. r' "` 7 - - - - - - - - '� - - - - o/ 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, R@VISIOIIS: - - - - - - - - - - - - .-- - - - - � - 161.30 TC PA PA 163.00 FS - COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. r No. Revision Description: *t.. z t, 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WIHEN BID SET 10 24 05 PAVING WORK STOPPAGES OCCUR. BID SET 03 14 06 15.REFER TO THE CONSULTANT REFERANCE LEGEND. ALL CONSTRUCTION ITEMS ARE CALLED I OUT ONCE PER SHEET, TYPICAL. BID SET OS 23 06 SEE ASSESSMENT x 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%• WALL AND BARRIER RAIL f A DISTRICT PLANS PER 1! 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN REVISIONS `CIVIL ENGINEER ,A.P. - SEE ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE . : £. RETAIL 4 BUILDING FLATWORK. �_­) ?I'i.;�,I �P_I ,].;"I...\ I/\.��>.,-­*I.-.1.1­.-�1,,­.1I,11 �l-b J 1�,,,,"Z"..�.".,.I: 1._.:.��."L�,.,\.\LI<:,�;!�I­.­i­,—'1.'1­—%." .I�;..L,Y:_.t/.,.,.:0..­1�.�.�­.;eA....I,.,,�..!..-".t,1;,�I� ­-T,-.�p_. ../.I I.,:I­.-il",;� -Y1 l. -1I*;1-II­N;"�e_!� T�1._II�_l�,i.­�Il, .:'-;V�7J;.,,1"�XA-*,1-Z I�i;ef,.N1"f,_,.�_I?-_:,'�r 7NI_S!1I1-1'�V-LZ. /411 _L/ ,� I-_1I-1 0�.:,T `k.-Ire_.','T�0 I,� __L�.".�.­�A,p ,4 I,L\r4I,l� .1.�.�'L .0­f",p�;1,,_0-",,��,!I"—-j I�t-',11­�L:1-;t .L..'[1.'i.��.�o,,`.I.",..I�...1...-...11..4.�.1��."",;� VLF.­. 1 p­�1'`,,,'.1 -117I�. 1 E'��.II!iLLLL�.4 1"�,�1­1i� .�...,l.­�'/.I....;.,..1_.;­51 -.IL`'�...j�I­:�� /­, . _.,�.L­­,�A A'�.-,­'­­ yI"L.­%.N"I!.� mow:. :, _ . - ASSESSMENT DISTRICT ff , 1 S.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. LAYOUT REVISIONS -1 1_-,I--1",1,I'�,R'�1_,1 -"I." I PLANS, SHEET L-2.02 -� . I 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. I , PHASE 1 B RETAIL 7/ ' . I 20.GRADING INDICATED ON THE PLANS ARE APPROXIMATE GRADE AND GRADE RELATIONS. SEE �� _ "., '-4, JOINT COST ADDITION IQ1� CIVIL ENGINEERING PLANS FOR FINAL GRADE. NOTIFY OWNER OF ANY DISCREPENCIES PRIOR . w .,�e�t `� TO START OF WORK . ;�� -` t_ ys SG/BG/AA w D��WI� B yf: _ ,' ,\ e ` e �` REFER2ENCE SYMBOL LEGEND Checked TJ/TA �v �: ( : F/T/R\�' "` f' `' SEE SHEETS L-1 .06 FOR THE FOLLOWING: Job Na 03-1170 ' WALL AND RAIL REFERENCE LEGEND I_ _-� SYMBOL DESCRIPTION ; `,f ' g ...a: �A \\� \ 9 {�FF�t _ _ - - s lot Date 23 06 i e- s MB L P 05 RETAINING WALL 1, a ,� C-1 SEE CONSTRUCTION MATERIALS a ..: a h: -� ._ v��_ �. _.._., an et .8A11--I - t SCHEDULE aI­'..,_,I I 1_A'ta KEY PLAN-NOT TO SCALE E-1 SEE SITE ELEMENTS SCHEDULEw ia l fib ,> R'` + a .11 1��1"I 1g--� e"..l'f 1_k,1_�,--,-'1,'e­q-"--"',t _,,�_,-T,-�I//J ".�'-1Ii,I�I&� ", F_I I11 5 ,' x .1t'�, 4 •••••• ••••••• BARRIER RAIL ATOP RETAINING WALL a ' CONSULTANTS REFERENCE LEGEND � k k U r k, 0 10 2p 40 , _,a' � SEE PLAN SHEETS !> LANDSCAPE CONSTRUCTION LEGEND ` ' 1 ,, 11, I.-.0(C��d<W:-O�z<>_4O01 &DA-2go<W<�1>WzDW;�c0<a>Iu1�\1 ­amo;Jj-:- 0:tIA� L­ :0 W<<W�0 zMa0�Z0� 1,N 1�1.=�-1J1-13)M 7 - i7-i A0>1I c0zL�-0030-<WITL_L o 1Uc-L.)mF)o.-:1P ) ,..))-. 0W0za<<0L.U-a�2az.�Zli> 1 1111111111 -1111511111 c<11 kti;I: �II III BARRIER RAIL SEE PLAN SHEETS -#� m01WXcX.a=%aoL4 wrt0JJC - 4jj.J,1m1^1 1. 0)_wm r �. , :r ` SHEET OF C I ,, "�_ -• b =. �' �__ _..._ II �,, �,,, _ v,., N :`t; _ _._. _, I_. _ _� _ �� 23'-10" 8'-6" 41 2'-0" 8'-6" 2'-0" - 1 0 ADJACENT STEPS, LANDING, OR EQ. EQ. $ 0 SPLIT FACE WALL AND CONC. FINISHED GRADE PER CONSTRU ON CURB PER DETAIL 2, THIS SHT. PLAN. land a rC + West O 6" VEHICULAR CONC. PAVING 2"x8"x16" PRECISION CON ETE CAP 8 PER DETAIL 7, THIS SHT. COLOR BY OWNER 8"X8"X16" SPLIT FAC ONCRETE o O3 1 " DIA. CANE BOLT SLEEVE BLOCK. GROUT FILL L CELLS SOLID. 3901 westerly pl. suite111 3 -0 • new port beach,ca 92660 1 6" THICK NATURAL GREY N � TUBULAR STEEL TRASH _ •• • ' 8 'CK• ACCE S - TO MATCH CHITECTURE p° CONCRETE WITH MED. d: N 224- . _ - -- 1 ENCLOSURE GATE PER DETAIL 5, _ Q #4 VERT. BAR �fi" O.C.O.£. ALTERNATE tier:(,s�22�-oQ4© _ FINISH PER CONST. PLAN & SPECS. THIS SHT. BEND IN FO 0 GAS SHOWN. fax:(949)224-0044 2500 PSI CAD 28 DAYS 6 U5 CONCRETE PARKING LOT CURB #4 HORI BAR CONT. ® 16" O.C. 4 P.S.I. AT 28 DAYS. I PER CIVIL ENG. PLAN x 1 5 �2 t,3 HORIZ. BARS 12" O.0 EA. Q a2 CO S OF ASPHALTIC WATERPROOF AY 0 CENTER OF POUR 3 � I 6 2 (J 4 CONCRETE AND RAMP PAVING w �O ME RANE ALL BELOW GIRD. SURFACES fi CLEAR ALL EDGES TYP. ( N N PER DETAIL 8, THIS SHEET o CONSULTANT ��---� i 3 :1 SLOPE GRADE. �3 COMPACTED SUBGRADE PER 7 )ADDITIONAL TRASH ENCLOSURE STRUCTURAL SOILS REPORT. I CONFIGURATION PER v ® OMPACTED SUB-GRADE PER SOIL 6 CONSTRUCTION PLAN z REPORT. 3 TRASH ENCLOSURE WITH BACK a 3-#4 HORIZ. BAR CONTINUOUS IN I ( ACCESS SITUATION (ADJACENT ° FOOTING . �. o NOTE: l ^ V. (_ 1 . PROVIDE SCORE JOINTS AT CJ CJ TO WALK} EXTEND WALL. I o CONCRETE FOOTING SHALL ACHIEVE 10'-0" O.C. MAX SPACING & L\ ° ° ° 6 N I _ ° 2500 P.S.I. AT 28 DAYS EXPANSION JOINTS 0 20 -0 O.C. _- MAX. SPACING & 0 ALL CHANGES ( 4 o w III=1 � 1= =1�I 8 IN DIRECTION. 2. APPLY 1 /2 RADIUS NOSE ALL - SECTION EXPOSED EDGES CONT. TYP. I 2 !'' . 9 SCALE: 1 "=1 '-0" is 8" TYP. o o V . I I 5'-0" MIN. TO DAYLIGHT _ so 5 PER CODE 5 A EQ. EQ. N ` L 3"CLR ,r 2 0 W z PLAN VIEW CTION - SCALE 1 2"=1 '-0" SCALE "=1 '-0" / ico ±10'-2" VERIFY POST O J LOCATION IN FIELD L a. v 1 SPLIT FACE WALL AT STEPS >00 CL - j ? e• CONCRETE VEHICULAR PAVING 4 TRASH ENCLOSURE 1-- z ww _Q 9 -4" VERIFY < Fm Z LO O W E Q. 0 SPLITFACE MASONRY WALL PER DET. 2, THIS SHEET. /'� r CC Q RECT. 12 . . . . .. . . . . � 2 � BOTTOM AND SIDE RAILS,GA. TUBULAR STEEL GATE TOP, 1 � ••' 'T � � 3O 4"X4"X1 /4" THICK TUBULAR STEEL POSTS W/ PLATE CAP (D 2"X6"X16" PERCISION CONCRETE O0. 0 ,..� WELDED TO TOP. BLOCK CAP TO MATCH SPLIT FACE > 0 Q 3 4 1 "X1 "X1 /8" TUBULAR STEEL CROSS MEMBERS. BLOCK D J (� 1 FINISH GRADE. 2" AT G.C. AND O 1 " AT TURF AREAS, TYP. 4 5 PERFORATED 12 GA. METAL PLATE W 1 8" DIA. HOLES 04" O.C. � � 6"X8"X16 SPLIT-FACE BLOCK z J mw .. 1 Li . . _ . . . . . . o / / (BOTH SIDES SPLIT). GROUT _ W O APPLY 1/2 RADIUS NOSE ALL . . . . . . . 5 © NON-LOCKING MARQUIS PASSAGE LEVER SET #850-3 AVAIL. 2 FILL ALL CELLS SOLID. DEEP T 2 EXPOSED EDGES CONT. TYP. FROM ORLEANS ORNAMENTAL IRONS & CASTING RAKE JOINTS TO MATCH z T LU " a 6 DISTRIBUTIONS,INC. TEL. 800-824-3608. EXISTING. BLOCK COLOR TO *� 30 INTEGRAL COLOR 4 CONCRETE FLATWOR cr ca ( � 3 3 WITH TOP CREST FINISH ---- 7� 7� 3-3"X3" HEAVY DUTY HINGES WELD TO SIDE RAIL. Q MATCH ARCHITECTURE Q T W 0 2500 P.S.I. AT 28 DAYS. I 8 � 4 O #5 VERT. BAR AT 24" O.C. (OR #4 > 4 �, 13 ® 1 1 /2 X 1 1 /2 12 GA. TUBULAR STEEL MIDRAIL. ® 1 '-4" O.C.) ALTERNATE BEND IN UJI Uj AT CENTER 0 9 IN x 2.9W WWM OUR TYP. HOLD • • • • . • - 0 3/4" DIA. SOLID HEAVY DUTY DROP CANE BOLT WELD TO FOOTING AS SHOWN Uj W T am 5 2" CLEAR ALL EDGES TYP. t�► 0 RAIL. SET 6 LONG 1 SCHED. 40 P.V.C. PIPE SLEEVE IN PAVING co 4 HORIZ. BAR IN WALL T ,..,I . . . . . . . . . . . . TO RECEIVE CANE BOLT. ® # 11 CONTINUOUS @ 24" O.C. Q Q 6 Q JOINTS PER CONST. PLAN�� AND Q U PER TYP. JOINTS DETAIL 1 UJI � � fi" CONCRETE FLATWORK. PER DETAIL 7, THIS SHEET � 57: „ O ADJAC. VEHICULAR CONCRETE a SHT. L-1 .06. a: () 11 1 CU. FT. 3/4 CRUSHED GRAVEL POCKET 8 6 PAVING T '�" . _ © #3 BAR HORIZONTAL TIES ® 8" O.C. MAX. 7 6 8" WIDE NATURAL GREY CONC. Q W z 6 COMPACTED SUBGRADE PER 2 a O x O STRUCTURAL SOILS REPORT. _ - - 4-#5 VERTICAL BARS. CURB W/STEEL TRAVEL RUN. - > F �1 NOTE: I I _ a - 3 4 POST CONCRETE FOOTING INCORPORTATED INTO WALL PROVIDE 2 #4 BAR ��CONT. WITH z 1 . PROVIDE EXPANSION JOINTS o• '0. °' '0' -_ - � III- o � � FOOTING. SHALL ACHIEVE 2500 P.S.I. AT 28 DAYS. 4ar #3 TIES 12 O.C. i RAD. NOSE cr AT MAX. 25'-0" O.C. AND III ( ( 4 .� •• " �•� � < � Il!���m- EXPOSED EDGES �' z Q INTERMEDIATE SCORE JOINTS — — ( I III I I o ( I I I I =III 1I1�1I1=11 FINISH GRADE im W ® 10'-0" MAX. O.C. FOR 8f_0„ — o a — o I — — I O WIDE WALKWAY OR LESS. @8RECOMPACTED ALL OTHER JOINT LOCATIONS o ' --� io a: � �,I11,� SUB-GRADE, PER �"'� �•.. SEE CONST. PLAN. - I I I I o SOIL REPORT ff _I 11-� o' •� •' 2. PROVIDE 1 -1/2 LBS OF 3/4 — I I- —! I I SUPERNET FIBER BY FORTA CORP M NOTE: a ° a. • VARIES PER CU. YD. OF CONCRETE IN ALL ' 1 . ALL WELDS SHALL BE FILLET WELDS ALL AROUND. as 9 Q GRIND SMOOTH ALL WELDS. FLATWORK• PROTO II WALL. FOR WALL 2. PAINT WITH ONE COAT OF ENAMEL PRIMER AND TWO STRUCT. INFORMATION SEE SECTION o. °o 0 0. COATS COLOR PER CONST. NOTES. PROTO I) WALL DATA SHT. ' SCALE: 1 "=1 '-0" 0 3. ALL MEMBERS TO BE ZINC METALLIZED. THIS DETAIL IS FOR 1AL M o o � • o SECTION SECTION HEIGHT AND 4 0 EQ. EQ. '� APPEARANCE ONLY. SCALE: 4 -1 -0 SCALE 3/4 =1 -0 2,_0f, Date OP Cp1.� S 4' CONCRETE PAVING 5 TRASH ENCLOSURE TUBULAR STEEL GATE 2 SPLIT FACE WALL 8 4 2"MIN. AND 4" MAX. j 1 o r o PER LOCAL CODES SHEET CONTENTS, 1 5 8 3 Q 1 1 1 1 6 5 N 1/4„ 1/2„ 7 TYP. TYP. 8 CONSTRUCTION _--fl 6 4 1 DETAILS 2,_0„ t .t• .•i ram,t,. .•t •i w ' i 5 6 a -- - 1 ROW 4 4 4 a ? 1 -0 --� AM 2 � ss � � 1 O 'i t Y�' Yhi►A ES Rl I III= I—I I- 8 PAVER -- � tt UBL,G YJCRK�UP"f w - =I• a'<� —I ; BANDING = — =1I Q... - -III—III— I--I I ( =) I I III ►� 1 1 2 2 �a — Revisions, PAVERS AT PARKING CURB co III III -{ I I- I 2 T 1 8 go i SECTION-NTS of PAVER AT PLANTING EDGE & WALL ENLARGEMENT . . ��� . . ° No. Revision Description: SECTION-NTS N.T.S. c� BID SET 10 24 OS 6" O SWEEP DRY SAND INTO PAVER JOINTS PER MANUF. SPECS. _ III --ll I � BID SET 03 14 06 ( 2) COMPACTED SUBGRADE PER GEO--TECHNICAL SOILS REPORT. 3 co !� Q - - I�- BID SET OS 23 06 -� EQ. E ! l WALL AND BARRIER RAIL . o FINISH GRADE 4 CONC. SUB-BASE t� \_3 ROW 0 INTERLOCKING CONC. PAVERS. PATTERN, TYPE, SEALER, & ° 1 '-0" REVISIONS 2500 P.S.B. CAA E DAYS " TYP 8" PAVER COLOR PER CONST. SCHEDULE & PLAN. RETAIL 4 BUILDING STONE PAVING PER PLAN AND40 8" 'TYP. BANDING ® ADJACENT BUILDING PER CONST. PLANS & CIVIL ENG. PLANS. 0 5 NOTES W/WIPED JOINTS. MAX. � COMPACTED SUBGRADE PER SOILS REPORT +' PITCH TREAD O 1?6 TO FRONT, LAYOUT REVISIONS 1 THICK SAND FLAT SETTING BED. � Q'� O TYPICAL. MORTAR JOINT 1Y2". © 6" x 6% 2.9W x 2.9W WWM CURB ©AGGREGATE BASE PER GEO—TECHNICAL SOILS REPORT & I I IiII �CONC. STEPS COLOR AND FINISHPER PHASE 1 B RETAIL 7 i.. �3 ST. SCHEDULE. CONC. TO 1 " MIN. LEVELING MORTAR BASE. AT CENTER OF POUR -< - -o BUILDING MANUF. SPECS. � � ':� _ o. ' ' 7 ACHIEVE N 2500 P.S.I. O 28 DAYS. JOINT COST ADDITION � EDGE 7O, ADJACENT PLANTER-SEE PLAN FOR PLANTER LOCATIONS APPLY 1f2 RAD. AT ALL EDGES. NOTE: 8 60MM PAVER ATOP CONCRETE SUB—BASE VERIFY SEDGES PER CIVIL ENG. C O PRECISE GRADING PLAN. Dates 1 Q—2 4.—Q cj 1. FOR ALL CONCRETE IN CONTACT WITH SOIL, PROVIDE PER DETAIL AND CONST. SCHEDULE & PLAN. SECTION 3 ADJAC. LANDING PER CONST. PLAN �•'—o" - 4�+�3 e,�R AT aaoS€ 2"cL€Aa3 Drawn Byt SG/BG/AA CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AT 1 ��ROW @9 CONCRETE SUB-BASE SHALL ACHIEVE 2500 PSI 0 28 DAYS SCALE 1 "=1 ' 0" AT ALL EDGES.- DOWEL INTO CHEEK WALL �, 28 DAYS OF 2,500 PSI 8 PAVER 10 JOINT, SEE JOINT DETAIL THIS SHEET. U5 SEE ENLARGEMENT Chet% -- TJ/TA BANDING O ©GRADESPERSSTRUCT AGAINST RE-COMPACTED #� SCONC. ADJACENT PARKING LOT CONCRETE CURB. GR BAR ER TR CT.O.0 OILBOT •lob 03 1170 BANDING W 3-#3 BAR CONT. AT WAYS AS SHOWN,3" CLEAR ALL EDGES. Plot Date.-/ # DOWEL INTO CHEEK WALL O cJ—2 3—0 6 CENTER OF POUR AND #3x12" BAR 0 12" O.C. 2" ® 1/4" X 1/4" DEEP SAWCUT GROOVES. OR TOOLED STEP TREAD SLIP RESISTANT Plan Sets F PAVERS AT PARKING CURB PAVERS AT BUILDING EDGE 3 ROW CLR. ALL EDGES. CHANNEL WITH CONTRASTING COLOR STAIN PLAN VIEW-NTS PLAN VIEW-NTS 8" PAVER NOTES: PER CONTRUCTION SCHEDULE. a BANDING 1 . POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY ICE SECTION COMPACTED FILL PER GEO-TECHNICAL SOILS REPORT. 2. CONC. BASE PER GEOTECHNICAL SOILS REPORT. > L - 1m05 C le 9 STONE PAVING 6 INTERLOCKING CONCRETE PAVERS 3 CONCRETE STEP SHEET 7 OF 26 4 3 -0f, 10 11 1 /4" X )/2" DEEP JOINTS FOR AL___ JOINT W SEALANT. 1 EQ. EQ. ° ° 8 O TOOLED JOINT��1/2" DEEP, 2 SAW-CUT(1/8 X 1/2 ) J 6 1 �81,1)IA 3 -0 DIAMETER SPHERE 3 1/4 TOOLED RADIUS, TYP. iand arc + west CONCRETE BOLLARD QUICK 2 1 FBASE CRETE QR-36SP FIN. PER q 6 x6 x2.9 Wx2.9 W WWM. AT CENTER D CONST. NOTES Z 2 FELT EXPANSION JOINT O #3 BAR X 2'-0" LONGO 1 '-6" O.C. 1 1 2" MIN. �a ,f ,f CAD COLUMNS/WALLS (FEJ) , 3901 westerlypl. suite111 4-j DIA. x 17 LONG COIL2 6 BURKE KEY-KOLD OR EQUAL newport beach,ca 92660 8 d' RODS SET INTO FOOTING WITH , „ , " LIC. No.4340 COVERT OPERATION BRAND ° . . . ° - 7 - #3 BAR- X 2 --0 0 1 _--6 G.C. GREASE AND tel: (949) 24-0040 5 1 '-0" 41/2" PER EPDXY ° a WRAP ONE END IN EXPANSION JOINT (E.J.) fax: (949)224-0044 1 MANU. ° �8 1/4" THICK POLYFOAM �3 ADJAC. PAVING PER CONST. 4 EXPANSION JOINT W/ SEALANT PLAN �9 COMPACTED SUBGRADE PER �- a BOTTOM PLAN VIEW 1 — STRUCTURAL SOILS REPORT TYP. �4 4 #4 BAR EVENLY SPACED 3" 9 10 BLDG., COLUMN, OR PLANTERWALL PER PLAN. CONSULTANT CONTROL SCORE JOINT ELEVATION _ 3 CLR ALL EDGES 1 SCALE 11 2 NOTE: S.J•� 1 . CONCRETE THICKNESS, STRENGTH, =1 '-0" ^ 4 fi i ELEVATION #3 BAR TIES AT 8 O.C. COLOR, FIN. AND REINFORCEMENT PER SECTION - HANDRAIL ATOP WALL 5 CONST. PLAN, NOTES AND DETAILS. SCALE 3 =1 -0 SCALE 3 =1 -0 6 RECOMPACTED SUB-GRADE PER 2. ALL CONCRETE SHALL BE 2500 P.S.I. STRUCT. SOIL REPORT ® 28 DAYS UNLESS OTHERWISE NOTED. ° I i o 1 J"O.D. 11 GA. ROUND TUBING HANDRAIL. CAP EACH END 3. SOIL PRE-SATURATION PER STRUCTURAL i WITH J" PLATE STEEL. WELD ALL AROUND. 0 CONCRETE FOOTING SHALL fi SOILS REPORT. ��`� `V O 5 ACHIEVE 2500 P.S.I. AT 28 4• BY PROVIDE 1 .5 POUNDS OF SUPERNET FIBER 0 7 i 2 SPLIT FACE BLOCK WALL. FORTA CORP. PER CUBIC YARD IN CONC. DAYS. PROVIDE 3 DIA. X I.�.� �_. — I 171 �...�...I:—� L 2" O.D. 11 GA. POSTS AT 4'-0" O.C. WELD 2" 3 FOR ALL CONC. FLATWORK. 14 POCKETS TO RECEIVE PROVIDE DIA. j SPHERE CAP. SET POSTS IN SLEEVE COVERT 6 COIL RODS. COLD JOINT 9 5� STRUCTURAL MSOILS REPORTS.N.O. PER IN OPERATION BRAND EPDXY. 1 6. FOR ALL CONCRETE IN CONTACT WITH SOIL ® ADJACENT STEPS PER PLAN. , . a 4 (C.J.) PROVIDE CONCRETE WITH A MIN. COMPRESSIVE TREA WITH 0 ADJACENT LANDING PER PLAN � 7 - 3 STRENGTH AT 28 DAYS OF 2500P.S.1. WITH +1 '-0" PER COD © 1" DIA. BRACKET. WELD TO POSTS AND Z I ' a . _) I ^ 4 TYPE V CEMENT PLUS POZZOLAN, AND A MAX. o Q - I WATER AND CEMENT RATIO OF 0.45 UNLESS HANDRAIL. WELD ALL AROUND. " ► =I SECTION 7 GEOTECHNICAL ENGINEER OR BUILDING DEPARTMENT 7) 2 1/2" DIA. P.V.C. GREY PIPE SLEEVE. SCALE: "- 1 '-O" ° DETERMINES THAT SOIL SULFATE EXPOSURE IS - NEGLIGIBLE PER UBC TABLE 19-A-4. CONTINUOUS j ® HANDRAIL WALL BRACKET #3-RS FROM CLASSIC "� OTHERWISE NOTED AS DESIGN STREGTH IS 2500P.S.1. T IRON SUPPLY TEL: 800-367-2633. WELD °N ° • . 7. PROVIDE 1 -1/2 Lbs. OF 3/4" SUPERNET FIBER BY ELEVATION BRACKET TO RAIL AND MOUNT TO WALL PER • FORTA CORP. PER CU. YD. OF CONCRETE IN �- W Z SCAM: 1 =1 -0" MANUAL RECOMMENDATION. o r...r..7..._.. ...�....i �.....�..t....,=�_..r1. .. �...,.�...�..._....,. NOTES: o I I I—I I —) =� I ALL FLATWORK. 1. ALL WELDS SHALL BE I" FILLET WELDS ALL f_ f, 9 cc CO 0) i � 2 0 � EXPANSION JOINT Q ,J AROUND. GRIND ALL WELDS SMOOTH. 'r �'►- O 2. PAINT ALL METAL MEMBERS W/ONE COAT (E.J.) �. I CL V I ENAMEL PAINT COLOR PER CONSTRUCTION SPHERE BOLLARD 1 CONCRETE JOINT DETAIL �-- --� 3 HANDRAIL NOTES. 2 I-' z >111m � W i z L Cr Cr. -7 �- a, LL ' CONSTRUCTION MATERIAL SCHEDULE ow M Q- a J DESCRIPTION MANUFACTURER COLOR MATERIAL FINISH PATTERN REMARKS 0 > C) aQ I .Z J C-1 STONE PAVING DESERT ROCK & SUPPLY T.B.D. RANDOM � W W Cf� '�C �-- OR EQUAL (760-328-5877) T � a: MIXTURE PRE-CAST CONCRETE L1I E INTERLOCKING CONC. ANGELUS BLOCK CO. C-2 HOLLAND fi0 MM RED/BROWN, CREAM/BROWN FLAT EDGES RUNNING BOND �,.. PAVERS OR EQUAL (909-328-9115) Q 0 AND SAND/BROWN Q Q T W Q in C-3 PEDESTRIAN CONCRETE NATURAL GREY CONCRETE RETARDENT ETCH W PAVING FINISH LLJom f,J PRECAST CONCRETE EDINGER RETARDENT ETCH WO cc W �C e C-4 SEATWALL CAP MATERIALS (714-435-1626) NATURAL GREY CONCRETE FINISH cr CL { C-5 LEDGESTONE FACE CORONADO T.B.D. TO MATCH ARCHITECTURE J Q CO ON SEATWALL OR EQUAL > w , < a. o „ FINAL COLOR T.B.Q. BY I C-6 3/8 MINUS 11 % DESERT ROCK & SUPPLY WETTED, ROLLED/TAMPED TO A �' Z FINES- DG OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ FINAL DEPTH OF 2" w CITY OF PALM DESERT T Z Q FINAL COLOR T.B.D. BY Z W ..,.� C-7 3„-6 DIA. COBBLE DESERT ROCK & SUPPLY OWNER IN COORDINATION W/ ROCK MULCH OR EQUAL (760-328-5877) CITY OF PALM DESERT ORCO BLOCK CO. RUNNING BOND C-8 SPLIT FACE WALL OR EQUAL (760-775-5629) SOUR DOUGH CONCRETE MACHINED UNIT SPLIT FACE R MATCH ARCHITECTURE TO MATCH ARCHITECTURE PEDESTRIAN CONCRETE RETARDENT ETCH C-9 HARVEST CONCRETE PAVING FINISH y FINAL COLOR T.B.D. BY DESERT ROCK & SUPPLY OWNER IN COORDINATION 2 -3 BOULDER OR EQUAL (760-328-5877) W/ �• e j CITY OF PALM DESERTPs"al�-� DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY � Q. 3'-4' BOULDER OWNER IN COORDINATION W/ 9 1 OR EQUAL (760-328-5877) CITY OF PALM DESERT �Op CA1-� DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY C 4'-5' BOULDER OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ CITY OF PALM DESERT SHEET CONTENTS: CQIQR FINISH REMARKS SITE ELEMENTS SCHEDULE CONSTRUCTION , ; GREY FINISH SYMBOL DESCRIPTION MANUFACTURER SERIES MODEL # SIZE DETAILS AND E-1 SPHERE BOLLARD QUICKCRETE QR-36SP 36" DIAMETER SCHEDULE BENCHES, TABLES, AND T.B.D. BY OWNER UMBRELLA I RECF ivF-F I AUG 2 4 Revisions: No. Revision Description: I BID SET 10 24 05 BID SET 03 14 06 BID SET 05 23 06 WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION LL Cl Date: 10-24-05 Drawn Bp SG BG AA Checked: TJ/TA Job #o 03-1170 I' Plot Date: 05-23-06 i Plan Seto F — 1m06 SHEET 8 OF 26 'LL gat i WALL AND RAIL REFERENCE LEGEND. SYMBOL DESCRIPTION hCr ," /�r r r l �\ > RETAIL 2A ,/a• d r zz �: land (0000�N c west •: ,. .. . ,,, . .,.., _.,.. ,... > . F, ., � � ,. .. . ., .:..< RETAINING WALL , ...._ , x s < y� c� .a ,<.a ...t .... 5 r..♦ ./` /. (tF ita�"r ..-\ter"•,,' < c ! s. a <>.a,.•,.,,.,.. •,•>•,, ,,.E ,<..•....t5..... ..i... _...1._. 4.•..<,.,..,,, ti �♦♦ .... ....._............... , ...,..r.. ...£ �''' 1 w 11� westerly I. i 1 ,,,,•,. <,<.<>< <,,. a <. . -.-. . 5 ..> _ ,,.. �'• 390 este suite, x < , 'sue _ .. ARRIE RAIL T W,. ,,<; , .: :,<,,>:.:, _ ... ,•,•. , , ,., . , ,., <., ATOP RETAINING AL Y a. new rt beach, 92660 .. = n; \\ I . r d LIG 4340 ... ,a > T. Y.. a -1.. .1. ... r , u I .. > �_ Y } +,,. , a �> .> L. —.>.. ,v —_-.. — n>•u><,.<>.a><>.e>w>..—zv ...,- --.�.�. t—.. ...x.,Lt._E_... .. ...r.J ..... ... >.....<......,.....u..,,..;i+.>. .... .. .... ....- -�., a._ r.- �.5_a.LL3LLL5.k.1....._-.....u.. ...<.r< <.a•.• 5-1>. \ .�:� t n i..r Y, ...i. ...t. _ • < h r —,ti rs .. rn�, > > .. r. >f.,,> r, r ._..r... .... ...... :- .. .� a:.s z•-,,f..::<',r>.}. _.r........ ._... .tea e'..,'a• ,:e sF>. .a..>s.':.e, -)..-r.••�r �'. {{ _ .t , ._ .,. as,<>-•> ,.}'? F >1 i '.�• .<_.. .r.. ,.. .:. is . i .�s i 1 .. .ixF .. S ... r ) )F e. .1., 1. <k r . r _ ... .. ..- t, r >{ . <. —,> >•. ,< /. .. r. r , < . <><><> s i 11 YY tt .:.. , , r . ,. , ., .. .,ate > ,r. . . . . , `�t to 9922 000 , , < ` r y i ! u.r�. ., ... �>.��.., ,. ._. . . ..� .. , fax: 24 0044 ......... , ... .. .........,..... ._ .__ e e,:r:-. .. - _.. X , \ \7 \ 1.1 s, �'� ♦ \, BARRIER RAILLL , 1 4.4 , 2 x ' ' 9 ,aq( "Z' \ ( ■ L;_�:...+t ....:,_y,... r,.�. 'ate«-�^»>mrw�' - 9 KEY PLAN--NOT TO SCALE CONSULTANT B X� / �✓� 1 /X /'A � a 10 zo 40 f ` f/�� g0 61 FUTURE RETAIL 3 RETAIL 2B %: 1 > - ROCK LEGEND SCALE• 1 » _ZC'—C» 1 ?/ B B ./�".. 8 SYMBOL NAME OTY. REMARKS ' ur '' lr SEE CONSTRUCTION MATERIAL SCHEDULE C B ��� I COMPACTED DECOMPOSED GRANITE C UNDERMALLSPLA TING AIEA5, 2" DEPT SEE CONSTRUCTION MATERIAL SCHEDULE O ,�. F `' .�. F ,� B r y B B 3"-6" DIA. ROUNDED COBBLE SEE CONSTRUCTION MATERIAL SCHEDULE C 2'-3' BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE .--- --- g 13 o C , B SEE CONSTRUCTION MATERIAL SCHEDULE 3'-4 BOULDER _ 1"1�• 1,Iti ,�� �� �6g. . ® Y C r SEE CONSTRUCTION MATERIAL SCHEDULE 6 '1 ti + , C0. i W �G� <C A N W OD OD ODD COOK ST. ?° z \ ■� Q / 6 G z ow -Z POST LOCATION IN CHANGES IN ! �. a: Cc HORIZONTAL AND VERTICAL °�° 0 \ C� \ Q a DIRECTION. SEE CONSTRUCTION (� 4'-0" MAX. PLAN. W 0 J 2 � 1 1/4" THREAD GALVANIZED CAP. ` > 0 Q O 1 1/4" DIAMETER SCHEDULE 40 GALVANIZED STEEL PIPE POST. 1 , r Gl z W 3 THREAD AT TOP TO RECEIVE CAP. r'°�o t �` = Q Ir 4 1 4" X 3" STAINLESS STEEL EYE 1 SIGNAGE PER SIGNAGE \ Er \ / L\ � FUTURE \ V BOLT. DRILL STEEL POST TO CONSULTANT G> J �••� W RECEIVE EYE BOLT. PROVIDE 1/4" 2 BOULDER OUTCROPPINGS OFFICE 6 STAINLESS STEEL WASHER ON TYPICAL a �°` Q r W 4 !S f !f 1 —0 Q CONTINUOUS SIDE AND 1 4 !! ~� SPLIT LOCK WASHER ON THE NUT 2 ® 4 MIN. THK. CONCRETE 1 � 1 �"""' CL 6 BASIN FOR RECESSED W W ..J SIDE. ATTACH EYE BOLT TO POST °6> > LIGHTING TO ACHIEVE `6� �Gl W —I S WITH 1 /4 NYLON INSERT 5 2500 P.S.I. @ 28 DAYS 6g3� W W STAINLESS STEEL LOCK NUT. ' �7 5 4 ® SUB-GRADE PER ''°• o 4" � 1 /4" X 7 1 /2" STAINLESS STEEL STRUCTURAL SOILS f a \\ \\ \\\\ TURN BUCKLE AT RAIL TERMINUS ,-►II' ��+ REPORT rn ATTACH TO EYE BOLT. �I UPUGHT PER V < C \ \ I—III—III 2* I I—! © 3/16" MULTI STRAND CABLE LOOP ` III=III= i I-=-II' ELECTRICAL ENG. PLAN. , =1 I� =� ONE END TO TURNBUCKLE WITH - - - - - INSTALL J BOX AND >> o \� \� � I-11�11,;,III I-i� ITT=�_ IC_=1i�1 ��II -II III;,' '?o • 9 � \ \� , \\ 2- 3/16 FERRULE. CABLE TO BE -IIi� 11��=11 IlI-I1 I Ill�ll + CONDUIT PER ELECT. • s ,5 a6> CONTINUOUS FROM POST TO -III-11�1 - I -111�- ENGINEERS PLAN -� - - POST. SECTION IIII� 3 �I I I�-I.III= ' © DRAIN AND PIPE PER = J RETAINING WALL PER PROTO II'S SCALE: 3/4"=1 '-0" 6 CIVIL ENG PLANS — I \!!=III—I 11=III-1 I f=l I \lli=1!I\ 11= 1=1 I I=1 i I=III=11i-1 I I_i I (—I PLANS. F �61 ® FERRULE STOP AT EACH POST. PA ��69�6 , •°" Cr FINISH GRADE NOTE: __ _ _ _ _ _ 0 i=III\ 11=I \ I f\ 1 . POUR CONC. FTG. AGAINST FIRM .� LL - - - 10 INSTALL POSTS IN 2 0 MIN. I.D. UNDISTURBED SOIL OR PROPERLY GRAY SCHED. 80 PVC. PIPE RECOMPACTED FILL PER STRUCTURAL � ' PROTO II WALL. FOR WALL Ll SLEEVES W/COVERT BRAND SOILS REPORT. J VOL STRUCT. INFORMATION SEE NOTE: EPDXY-ICB04846. 2.CONTRACTOR SHALL COORDINATE 4 PROTO II WALL DATA SHT- 1 . (2) POSTS IN ENTRY CORNER. THIS DETAIL IS FOR 11 WATER PROOF MEMBRANE TO BESIGN LANS LIGHTING WITH ELECTRICAL ENG. HEIGHT AND ELEVATION !, !! Al \ � e ` 2• ALL METAL SHALL BE PAINTED W/ONE MEL ROL LM INSTALL PER W 1�3� I APPEARANCE ONLY. (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. PA �,„ e COATS PAINT. COLOR PER CONSTRUCTION , cio 0 SCHEDULE. 9.''0 Alyes ro f''• '9 � � Off• �F SCALE: 1 tt=1'—Q LAGHTINGINCONCRETE BASIN •so�� r�. ,�,°7� CAL 1 CABLE BARRIER RAIL B WALL RISE/FALL TRANSITION 1 LIGHTING IN CONCRETE BASIN D—CableBarrlerRali 0 6S'FG PA FGl 1 POST LOCATION IN CHANGES IN SHEET CONTENTS: HORIZONTAL AND VERTICAL 2 DIRECTION. SEE CONSTRUCTION 4'-0" MAX. PLAN. RETAINING 2 1 1 /4" THREAD GALVANIZED CAP. �'�ioo FGl _ 1,69 WALL GRADING 1 1 /4 DIAMETER SCHEDULE 40 3 GALVANIZED STEEL PIPE POST. PLAN AND 00 3 THREAD AT TOP TO RECEIVE CAP. — - ® 1/4" X 3" STAINLESS STEEL EYE RETAIL 1 DETAILS BOLT. DRILL STEEL POST TO REC '1 z PROTO I) WALL. FOR WALE. RECEIVE EYE BOLT. PROVIDE 1 /4 6 STRUCT. INFORMATION SEE 4 STAINLESS STEEL WASHER ON Al1G , PROTO II WALL DATA SHT. CONTINUOUS SIDE AND 1 /4 " ~r ReYiS10nS= THIS DETAIL IS FOR SPLIT LOCK WASHER ON THE NUT .:r'rH 11I. ;) — - HEIGHT AND 6 i Yua�tc�res�I:ant No. Revision Description: APPEARANCE ONLY. SIDE. ATTACH EYE BOLT TO POST PA 5 WITH 1 /4 NYLON INSERT00 _ _:,, .w,...,. __ _ BID SET 10 24 05 — - 7 STAINLESS STEEL LOCK NUT. L�A PA BID SET 03 14 06 O BID SET OS 23 06 0 1/4" X 7 1 /2" STAINLESS STEEL WALL AND BARRIER RAIL 00 7 TURN BUCKLE AT RAIL TERMINUS 10 10 ATTACH TO EYE BOLT. REVISIONS 63/16" MULTI STRAND CABLE LOOP ® RETAIL 4 BUILDING ONE END TO TURNBUCKLE WITH DPLO wI LAYOUT REVISIONS ;,�� �` ♦��� ,, \ 2- 3/16 FERRULE. CABLE TO BEXI PHASE 1 B RETAIL 7/ CONTINUOUS FROM POST TO D' D' JOINT COST ADDITION LL POST. '•34 �l rc EQ. EQ. I\1=1 \I I f I=�\III=1 I I (=III=I I I=I \ I=III\ \I I (=1 I (=III=I i I=III\ I ( O RETAINING WALL PER PROTO II'S PA Date= 10-24-05 C =III; =, 1=I 11=f I I\ 11=1 I I=III=III-I 11=III=III=III=1 l I={ I I=I PLANS. ac (1 I=1 i=I 1 I=� f=�10 (_1 1=1 j f=I E\ f-I i 1=1 1=f @FERRULE STOP AT EACH POST. Drawn B�/= 5�����AA =1 FINISH GRADE Checked= TJ/TA � NOTE: 1 . ENGINEER GRADES INDICATING TC, TW, FG, ETC. ARE SHOWN I I — I—I I —I 1 f—I I �I_-I i I=III I 11=1 I I—{ I I=I 11=I I hI I I-1 11=I l 1=L 11=I I I=1 I I PA PA FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY EXISTING I \III=I ( III- —{ 11=1 I L_ I\ f hI I I-1 I \I I f=1 i I 1=C I 1 1 I I_I I I_ f I—III\ 10 INSTALL POSTS IN 2" 0 MIN. I.D. �,,o �>>,00 �� ,o0 �� FG� Job no 03-1170 GRADES AND RAISE ANY DESCREPANCIES WITH OWNER AND LANDSCAPE GRAY SCHED. 80 PVC. PIPE '4 • s rq, •?s Tw �6� 14 ! ! NOTE: SLEEVES W/COVERT BRAND Plot Date ARCHITECT. c r rF ()cj_.23-06 � 2. REFER TO DETAIL 6 SHEET L-1 .06b FOR DESIGN INTENT OF EPDXY-•ICB04846. ' 1 . (2) POSTS IN ENTRY CORNER. Plan Set, F WALLS AT THE CORNER OF COOK ST. AND GERALD FORD. CONTRACTOR ECTION 11 WATER PROOF MEMBRANE TO BE SHALL COORDINATE WITH ELECTRICAL AND OTHER UTILITY NEEDS WITH ��- !! ELEVATION SCALE: 1 =1 -0 2. ALL METAL SHALL BE PAINTED W/ONE "MEL-ROL LM" INSTALL PER - - S�EGI SIGN CONSULTANT FOR IMPLEMENTATION OF SIGN GRAPHICS AND LIGHTS. (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDA N. 3. REFER TO DESIGN INTENT SECTIONS FOR ALL WALL, RAMP AND STEP COATS PAINT. COLOR PER CONSTRUCTION CONDITIONS SHOWN ON THESE PLANS, SHEET L-106b. SCHEDULE. L - 1 . 06a �„ 4. ALL WALLS EXCEEDING 30 IN HEIGHT SHALL RECEIVE CABLE _._..., BARRIER RAIL. ALE: �"=�'-a � 2 CABLE BARRIER RAIL SHEET 9 OF 26 D—CableBarrierRail f land . arc + west 3901 westerly pl, suite 111 OFFICE BUILDING 6 3'_0» newport beach,ca 92664 1 _ UC.No.4340 B.O.C. 42" HIGH BARRIER RAIL tel:(949)224-0040 t 42" HIGH BARRIER RAIL TO COLOR TO MATCH BUILDING fax:(949)224-0044 DRIVE THRU WALL PER DETAIL — 3'-0" 170.2 TW F.O.W. 30-0 " RETAINING WALL ® RETAINING WALL RETAINING WALL TO B.O.C. REFER TO PROTO 11 0 REFER TO PROTO 11 WALL PLANS FOR TO WALL PLANS FOR7f CONSULTANT REFER TO PROTO 11 WALL 171 .0 FG WALL STRUCTURAL DESIGN OF WALLS, (TYPICAL). Ir PLANS FOR STRUCTURAL DRIVE THRU ® PAD 1 WALL STRUCTURAL DESIGN FG 170.2 i DESIGN OF WALLS, OF WALLS, (TYPICAL). I (TYPICAL). PAD 171 .2 3:1 ® TC 175.12 8" WIDE C� PUBLIC SIDEWALK Ftl 167.7 FG 3:1 FG 169.1 3:1 SLOPE TC 165.6 165.78 FG TC 165.6 a0 ©� �i ��M TC 163.06 3:1 3.1 � o Q 8" WIDE ' ,--- LANDSCAPE ENTRY DRIVE LANDSCAPE ENTRY/DRIVE SWALE SWALE F 63.1 GERALD FORD ENTRY DRIVE & PAD 1 GERALD FORD ENTRY DRIVE & PAD 1 GERALD FORD ENTRY DRIVE & OFFICE BUILDING 6 SCALE: 1/4"=1 '-0" SCALE: 1/4"--1 '-0" SCALE: 1/4"=1 '-O" T W z (DESIGN INTENT ONLY) (DESIGN INTENT ONLY) (DESIGN INTENT ONLY) Q 0 < LO CL GERALD FORD ENTRY DRIVE OFFICE BLDG. 6 - 'F+' GERALD FORD ENTRY DRIVE PAD 1 - SECTION - 'E-E' 1 GERALD FORD ENTRY DRIVE o PAD 1 - SECTION - 'D-D' �' �- --� 6 4 1_ z J' F— „ W z _ L Uj z co 0 LO 2cc NOTE: SEE SHEET r Q U E: SEE SHEET Uj U. i L-1 .06a FOR SECTION Al/ 1 \ M J CUTLINES. L-1 .06a FOR SECTION O0 CUTLINES. > � J V Z z .J � W W mr > �.- 170.4 FS cc 30" HIGH BARRIER RAIL BOULDER OUTCROPPINGS z � � � W COLOR TO MATCH BUILDING SIGNAGE WITH BACKLIGHTING L� co ,r- Uj RETA IL L BUILDING 171 .4 TW RETAINING WALL _ W 1 REFER TO PROTO II WALL PLANS FOR , - W am o IF STRUCTURAL DESIGN OF WALLS, (TYPICAL). 170.8 W 167.90 FG 3s-0" CC CL a > l+ 168.0 /l } J F= CO > I__< 0. Q 3:1 SLOPE 161 .18 FG 165. `"� z W z TEC 161 .12 C 00 0 00 h air W .J 161 .3 COOK ST. - GERALD FORD CORNER SECTION LANDSCAPE COOK STREET SCALE: 1/4 1 9-099 SWALE COOK STREET & BUILDING 2B j SCALE: 1/4"=1 '-0" 4 `�Y �• a -� 10-31-0 � e (DESIGN INTENT ONLY) (DESIGN INTENT ONLY) 9�4p CAS-�F 5 COOK ST. o BUILDING 2B - SECTION - 'G-G' 2 COOK ST. AND GERALD FORD CORNER - SECTION 'C-C' RECEIVEr AUG 2 4 ?19 SHEET%;&W' 0LR RETAINING WALL DETAILS AND SECTIONS Jt , �. Revisions: No. Revision Description: BID SET 10 24 05 I wrF , . A •�4 4 ,..u+-qua..ww;"m„'«:.+.u..r,we, ..va.:s.-. 4p°'s,?✓. v.. vu p.Ma �), fi , %M>. M«✓�`+ �.t r A- BID SET 03 14 06 ,. BID SET 05 23 06 tz WALL AND BARRIER RAIL . .._ . REVISIONS L . . w.. RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7 / JOINT COST ADDITION GGLL ( 1 ' r .r ate10-24-05 z vs it i I Drawn B SG BG QQ h vim, � �, :,,. ., ., .: - • , ..., .. hacked 0 Job 03-1170 fJ f I ,u, Plot Date: 05-23-06 i Plan Set, F V (DESIGN INTENT ONLY) - 1m06b > - LL 3 COOK ST. AND GERALD FORD CORNER ELEVATION SHEET 10 OF 26 I i i 1 land (arc + west ! 2 9 \ 4 o 3901 westerly pl. suite 111 J 8 TYPICAL newport beach,ca92660 !I 3 + J o 5 c — o LOW POINT 3 LIC.No.4340 Crp Ln I 1 ti C �,° tel:(949)224-0040 EDGE OF �'-� U l � ° ) fax:(949)224-0044 STREAM 00 o 9 o0oo to �-� 010 = J✓ �.3J v �" v £Q1 � EQ 4.99/ -- 1 - -a - �- _ �=�. - � r - �<J �l �.._ � .- �� 7� .� � � - - CENTER------- o ti ---E,__. --- _....- ------_ — o_ CONSULTANT OF FLOW -. — ) __. . — -- ._ ---- U ''`�J i �- A °of O� �' _,�''' f o 9 \115 1 a9" 6 rno ��• /jib � F- �ooa � 1J V a W O° - --"� �' `mo I o Q� o ti 10 7 { OEDGE AND TOP OF STREAM 7 STONE STREAM BANK LINING MORTAR IN BANK CONCRETE ON CONCRETE SUB-SLAB NOTE: 2 NATURAL BOULDER SEAT 8o FOUNTAIN STREAM DRAIN o 1 . THIS PLAN INDICATES MINIMUM AND MAINTAIN FLAT(PER FOUNTAIN g GRAVEL MULCH ,a I MAXIMUM PLACEMENT OF BOULDERS SHOP DRAWINGS PLAN) 3 FOUNTAIN CHURNER NOZZLE 0 10 FLOW DEVICE I FROM WALL AND FOUNTAIN EDGE. - CONTRACTOR TO STAKE PROPOSED O SPECIMEN PALM PLANTING 1 1 PLANT PIT BACK 0 ° BOULDER PLACEMENT FOR OWNER AND FILL 1 0/ r. LANDSCAPE ARCHITECT APPROVAL. EXPOSED VERTICAL BANK WASHED PLASTER SAND NOTE: WALL WITH STONE VENEER Z 1 . FOUNTAIN CONTRACTOR TO PROVIDE 6o SPEAKER LOCATION PER SHOP DRAWINGS NECESSARY FOR CITY Q UTILITY CONSULTANT PLANS, SUBMITTAL, OBTAINING CITY PERMITS CENTER TO TREE AS 0 o ! AND CONSTRUCTING THE FOUNTAIN. Lo SHOWN C SCALE, 1/8•-1'-0• 1 PLAZA FOUNTAIN SCHEMATIC PLAN SCALE, 1/8•-1'-0• 3 ROCK PLACEMENT PLAN I o < F� Z Ldow 2 O. cr ocC� � o0 � o � Q U. 4 a' _ 1 0 � mom -� -fl 1 EDGE AND TOP OF STREAM (2) STONE STREAM BANK LINING MORTAR IN O o � a � 2 BANK CONCRETE ON CONCRETE SUB-SLAB V ' o V I Z D WATER NATURAL BOULDER SEAT FOUNTAIN STREAM DRAIN z J �! W I 2 MAINTAIN FLAT(PER FOUNTAIN o LEVELmr > jr SHOP DRAWINGS PLAN) g GRAVEL MULCH W W ° ° -- - --- - FOUNTAIN CHURNER NOZZLE - --_ FLOW DEVICE 4 SPECIMEN PALM PLANTING 10 Q Q, �""' W 00 > � PLANT PIT BACKFILL 100% WASHED w ELEVATION 'A-A' 5 EXPOSED VERTICAL BANK 11 PLASTER SAND �j WALL WITH STONE VENEER In a O SPEAKER LOCATION PER W 0 ir W Q J UTILITY CONSULTANT PLANS, Q V CENTER TO TREE AS a 7 SHOWN .J 4 1 2 U 6 NOTE: Q 5 2 3 > �_-.. (L 9 1 . FOUNTAIN CONTRACTOR z SHALL PROVIDE SHOP AND a: WATER LEVEL 1 STRUCTURAL DRAWINGS AS W NECESSARY FOR AGENCY = W J SUBMITTAL, OBTAIN PERMITS �w! AND OWNER APPROVAL. !' { ! 2. FOUNTAIN CONTRACTOR 'T 1-- '_ ! - _ SHALL SUBMIT CATALOGUE B-B ELELVATION ' ' i, " -'! ! �! CUTS FOR ALL FOUNTAIN i !�; I -vi, -- _{ �il!o RooTBALL EQUIPMENT (LIGHTING PUMP, ETC.) FOR OWNER , AND LANDSCAPE ARCHITECT APPROVAL. 434-0 j w►e 10-31-0 (f 1, o m e /► °a`° `Q- 9� rF�� SCALE= 1/2•-1'-0• 4 ELEVATIONS cA� ! 1 O J RECEI��EI, SHEET CONTENTS., EDGE AND TOP OF STREAM a STONE STREAM BANK LINING MORTAR IN EDGE AND TOP OF STREAM O STONE STREAM BANK LINING MORTAR IN BANK CONCRETE ON CONCRETE SUB--SLAB BANK CONCRETE ON CONCRETE SUB-SLAB AUG 2 42,306 SCHEMATIC 2 NATURAL BOULDER SEAT 8 FOUNTAIN STREAM DRAIN NATURAL BOULDER SEAT C J8 FOUNTAIN STREAM DRAIN, E os�vr�RoP MAINTAIN FLAT(PER FOUNTAIN FOUNTAIN MAINTAIN FLAT(PER FOUNTAIN SHOP DRAWINGS PLAN) GRAVEL MULCH SHOP DRAWINGS PLAN) GRAVEL MULCH DETAILS � 3 j R� FOUNTAIN CHURNER NOZZLE FOUNTAIN CHURN E NOZZLE FLOW DEVICE 4 10 FLOW DEVICE 10 SPECIMEN PALM PLANTING o SPECIMEN PALM PLANTING o 4 5 EXPOSED VERTICAL BANK 11 PLANT PIT BACKFILL 100% WASHED ( PLANT PIT BACKFILL 100% WASHED O PLASTER SAND 5\o EXPOSED VERTICAL BANK 1 1 PLASTER SAND : o WALL WITH STONE VENEER ReVlSIOt1S WALL WITH STONE VENEER 6 SPEAKER LOCATION PER SPEAKER LOCATION PER P O NOTE: NOTE: No. Revision Description: j: UTILITY CONSULTANT PLANS, 1 . FOUNTAIN CONTRACTOR TO PROVIDE UTILITY CONSULTANT PLANS, 1 . FOUNTAIN CONTRACTOR TO PROVIDE BID SET 10 24 05 I CENTER TO TREE AS DRAWING NECESSARY FOR CITY BID SET 03 14 06 CENTER TO TREE AS DRAWING NECESSARY FOR CITY SHOWN SHOWN SUBMITTAL, OBTAINING CITY PERMITS SUBMITTAL, OBTAINING CITY PERMITS BID SET 05 23 06 A AND CONSTRUCTING THE FOUNTAIN. AND CONSTRUCTING THE FOUNTAIN. Al WALL AND BARRIER RAIL REVISIONS 5 ® RETAIL 4 BUILDING 8 - 4 LAYOUT REVISIONS PHASE 1 B RETAIL 7/ 0 1 JOINT COST ADDITION LI. s -_- _ _ o a __ o 11 o Dates 10-24-05 2% -, -- iNaT LEVE 4.99/ � - _---- - 4.99/_ �.� _ 2/ R�OGE a B , _�__ _ f Drawn y SG/BG/AA R- _ 71 Checked; TJ/TA c Job #= 03-1170 _ Plan DaDate.. 05-23-06 RooTBALL `=I I!--! I-- 1 - _ n Set F _.._ y r- u L - 1 . 07 >C LL 'G-C' SCALE= 1/2•-1'-0• 2 SEGTION 'D-D' SCALE, 1/2•-1'-0• SHEET 11 OF 26 5 SECTION I OWNER'S RESPONSIBILITY 21 . ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL 20. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL 10. SET RAILING STANDARDS TRUE AND PLUMB IN PROPERLY POSITIONED CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND AND FACE OF CONCRETE WILL BE MAINTAINED UNLESS NOTED OTHERWISE: SLEEVES, THEN BRACE TO POSITION AND CEMENT IN PACE WITH QUICK SETTING 1 . CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY WALLS. CEMENT. land (arc + west RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL CENTER OF SLAB FOR SLABS ON EARTH. 11 . PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS WILL BE INITIATED BY THE 22. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. TAPES, COATINGS OR ISOLATORS. CONTRACTOR AND COORDINATED THROUGH THE OWNER TO THE LANDSCAPE 2" FOR CONCRETE BELOW GRADE, FORMED. ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION 23. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF 12. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. 3" FOR CONCRETE BELOW GRADE, UNFORMED. WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME 3901 westerlypl. suite111 WITH THE OBSERVATION SCHEDULE AS NOTED. MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO newport beach,ca 92660 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, 24. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT 21 . ALL MASONRY WILL BE REINFORCED GROUTED SOLID MASONRY UNLESS RECEIVE FINISH COATS. - UC. No.4340 RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTED OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, 13. ALL GALVANIZED METAL WILL BE HOT DIPPED GALVANIZED. tel:((949) 24-04 ABOVE AND BELOW GRADE ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE tax:(g4s1�z4-oQa4 ( ) ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO IN MASONRY WILL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 14. APPLY ONE (1 ) PRIMER COAT AND TWO (2) COATS OF EXTERIOR METAL WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR WILL 22. SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND/OR INSPECTION PAINT. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. LANDSCAPE THE ABOVE INFORMATION. BE RESPONSIBLE FOR NOTIFYING THE NDSCAPE ARCHITECT FORTY-EIGHT (48) 3. OWNER FROM WILL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: REQUIREMENTS. SPECIAL CONSTRUCTION NOTES, FOOT OF FINISH GRADE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FINISH 23. CONTINUOUS INSPECTION WILL BE PROVIDED BY A TESTING LABORATORY CONSULTANT " GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. A. A CONTRACTOR PRE-CONSTRUCTION KICK-OFF" MEETING FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF B. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE 2,000 PSI OR GREATER AND CAISSONS. MASONRY WILL HAVE CONTINUOUS 4. ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL PERFORMED BY THE LANDSCAPE ARCHITECT DURING INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. 1 . CONCRETE PAVING STEPS AND CURB RETARDENT ETCH FINISH NOTES: BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE TO PANS IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT THE LANDSCAPE AND SPECIFICATIONS. 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE A. RETARDENT ETCH PAVING CURB AND STEPS: ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED C. CONSTRUCTION STAKING AND LAYOUT-TO INSURE PROPER DRAWINGS. 1 . PREPARATION AND APPLICATION DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. 25. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR BACKFILLING ALL WALLS a. PROTECT ALL CURBS, BORDERS, ADJACENT STONES, PAVERS, THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTORS RISK D. ROUGH CONSTRUCTION PROGRESS-TO INSPECT WORKMANSHIP TO GRADES PER PAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, ETC. THAT ARE NOT TO RECEIVE RETARDED FINISH PRIOR TO AND EXPENSE. AND CONSRUCTION TECHNIQUES PRIOR TO COMPLETION OF PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE APPLICATION OF RETARDERS. USE PROTECTION FACE OFF BY 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND CONSTRUCTION ELEMENTS. AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. GRACE CONSTRUCTION PRODUCTS. SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL RELATIVELY NON-EXPANSIVE FILL WILL BE USED IN BACKFILLING BEHIND WALLS. b. POUR CONCRETE, FLOAT AND TROWEL FINISH. THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE CONFORMANCE- THE OWNER AND LANDSCAPE ARCHITECT WILL ALL RETAINING WALLS WILL BE ADEQUATELY SHORED DURING THE BACKFILL c. APPLY TOP CAST RETARDERS WITH A LOW PRESSURE � ARCHITECT CONCURRENTLY. VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS OPERATION. SPRAYER AT A RATE OF 200-350 SF PER GALLON PER PRIOR TO STARTING THE MAINTENANCE PERIOD. MANUFACTURER'S REQUIREMENTS. MATERIAL IS COLORED TO j 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS WILL ALLOW FOR VERIFICATION OF EVEN AND COMPLETE 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL RECEIVE BROWN COAT (3/8" THICK MIN.) APPLIED AS NOTED: COVERAGE. LANDSCAPE ARCHITECT'S REQUIRED FIELD OWNERPREVIOUANDU ANDS APENCH LIST TARCHITECTS FAIL URELITOCACCOMP®E HAS SHN HEIVTIMELLY ED BY THE PORTLAED CEMENT: 1 PART d INTERMITONCE TENTI RAIN OR H)OTTOP WINDY S CONDITIONS ANDI PROVIDES NST OBSERVATION WORKI EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR HYDRATED LIME: 1 AR TS PART REQUIRES NO COVERING. r THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE- FOR SAND 16/20: 4 PAR 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE ANTI-SHRINKAGE AGENT: 3 OZ. BY WEIGHT PER SACK 2. RETARDER SELECTION GUIDELINES: Uj Z PREPARED FOR HE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING USE AND ARC WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. FOLLOW WITH COLOR FINISH COAT - 1/8 THICK MIN. NUMBER ETCH/AGGREGATE 0) C Q CONSTRUCTION OBSERVATION. FAILURE TO USE AND ARC WEST TO COMPLETE CODE SIZE TO EXPOSE COVERAGE COLOR a: THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL 26. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO � � � J PORTLAND CEMENT PLASTER - MIX WITH WATER PER SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE 3 RETARDENT ETCH FINISH 200/350 S.F./GAL. LT. BLUE L MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER 0 Q= FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PANS AND SPECIFICATIONS 27. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND APPLIED TO THE WALLS. 5 SANDBLAST FINISH 200/350 S.F./GAL. BLUE �.. J BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LAND ARC WEST WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 27. ALL PLASTER FINISHES AND COLORS WILL MATCH REFERENCED 200/350 S.F. . ZZ DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION.PROVIDE A WRITTEN 15 I I-UP TO 1 4" / S.F./GAL. WHITE �'�' ARCHITECTURE OR AS DIRECTED BY OWNER. APPLY A SAMPLE AREA FINISH / THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO PLASTER COAT OF 49 X 4 FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH Q Z L o w a HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD 28. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON 3. FINISHING: � !"" Z HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND AGAINST ANY CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH OWNER FOR PLASTER a. WASH WITH RINSE LIGHT BROOM OR PRESSURE WASH WITHIN 6 0 � � m AND ALL CLAIMS. DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS COLOR AND FINISH. TO 24 HOURS AFTER THE RETARDER IS APPLIED. INTERVAL T Q 0 OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE 28. APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS DEPENDS ON STRENGTH OF MIX, EXPOSED AGGREGATE SIZE AND 0 W CONTRACTORS LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 APPROVED Y 0 DESIRED WASHING TECHNIQUES. EARLIER WASHING FOR LIGHT > � B THE OWNER. a CONTRACTORS LICENSE NUMBER. ETCH FINISHES MAY BE NECESSARY. VERIFY IN TEST MOCKUPS. > � 'Q 29. THE CONTRACTOR IS REQUIRED TO SUBMIT T 0 A 29. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLANS. b. DO NOT OVER-FINISH AND/OR DELAY APPLICATION BEYOND � ""J V Q ED S BM T TO HE OWNER AND LANDSCAPE / Z Z J CONTRACTOR'S RESPONSIBILITIES ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER 30. ALL CONCRETE FLATWORK WILL BE A MINIMUM OF 4" THICK. NOSE ALL THE INITIAL BLEEDING ON THE LIGHT FINISHES. jr W MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; EDGES AS SHOWN ON THE DETAILS. CIO :3 W or > THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; 4. CURING AND PROTECTION: 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; 31 . ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF 1 %. a. CURING AND PROTECTION: IMMEDIATELY FOLLOWING PLACEMENT, Z W W j SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, HOT AND CO SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. FOOT 1 ' ABOVE GRADE FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE 32. ALL CONCRETE WILL MEET ALL EXISTING CONCRETE, ENGINEERS OR a ( ) ( ) COLD TEMPERATURES RAIN, FLOWING WATER AND MECHANICAL INJURY. � Q �.. W 2. ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF PHOTO OF EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. THIS LIST ARCHITECT'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, AND TOPS OF THE C.O. SHALL APPROVE MATERIALS AND METHODS FOR CURING. FINAL LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE WILL BE REQUIRED WITHIN FIFTEEN (15) FROM THE DATE THAT THE CONTRACT CURBS, ETC. FLUSH. CURING SHALL CONTINUE FOR NOT LESS THAN SEVEN DAYS. APPROVED W W LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. WAS AWARDED. 33. EXPANSION JOINT SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES METHODS INCLUDE; PONDING, CONTINUOUSLY WET MATS, AND LIQUID Uj Uj J 11 IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 10' ON CENTER. MEMBRANE CURING COMPOUNDS. W J 3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS b. ACID ETCH CURBS: EXPANSION JOINT MATERIAL WILL BE AS APPROVED BY THE OWNER. W a: � �C Q WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. 1 . PREPARATION AND APPLICATION FOR FURTHER TOP CAST WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL SPECIFICATION AND AVAILABILITY CONTACT MIKE DAVIS AT: IMM fro a- OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL CARPENTRY INNOVATIVE CONCRETE PRODUCTS. PH. 949.498.7077. ""'� REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. CONCRETE AND MASONRY NOTES: FAX. 949.498.7027 �..� THE CARPENTER WILL BE A CALIFORNIA LICENSED CONTRACTOR. C,,1 . 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF > W SPECIFICATIONS WHERE APPLICABLE. ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. 2. THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF 1 . FOR ALL DECOMPOSED GRANITE AREAS EXCAVATE 6" OF SOIL AND ADD 6" OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. D.G. IN 2" LIFTS. 2" FINAL PA 5. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED 2. THE CONCRETE CONTRACTOR WILL BE A C-8 CALIFORNIA LICENSED ,COM COMPACTION DEPTH. MATERIAL SHALL BE GAIL 1 CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR WILL BE A C-29 MATERIALS CALIFORNIA GOLD. TEL: 909-279-1095. CONTRACTOR SHALL W CONTRACTOR. CALIFORNIA LICENSED MASONRY CONTRACTOR. 3. ALL EDITION CONSTRUCTION THE UNIFORM AND WORKMANSDING HIP WILL CONFORM TO THE APPLICABLE MOCK-UP FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO 0 W j INSTALLATION. 6. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE EDITION OF THE UNIFORM BUILDING CODE. 4. THE CONTRACTOR WILL PERFORM ENTIRE WORK IN ACCORDANCE WITH THE WORK. BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN 4. ALL EXISTING FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE AND LAYOUT THE WORK AS REQUIRED. ACCURATELY SAW CUT AND FIT LUMBER 7. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC EXCAVATED AND REPLACED WITH PROPERLY COMPACT'tD FILL PER THE INTO THEIR RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS INDICATED OR REQUIRED AND PERMANENTLY SECURE IN PROPER POSITION WITH CODES, REGULATIONS AND BY THE OWNER. TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. SPIKES, NAILS, LAG SCREWS, BOLTS, HANGERS, OR OTHER FASTENERS TO MAKE 8. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE THE WORK SUBSTANTIAL AND RIGID IN ALL PARTS AND AND DRAWINGS FOR VERIFYING CONNECTIONS. SUPERINTENDENT, APPROPRIATE AGENCIES, 5. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, � -VAL BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS WILL BE 5. MAKE CONNECTIONS BETWEEN MEMBERS TIGHT ACCURATE AND SECURE. LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER PLACE FASTENINGS WITHOUT SPLITTING WOOD; PRE-DRILL WHEN REQUIRED. 4340 PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. AND APPROVED BY THE OWNER. DRILL BOLT HOLES THE SAME SIZE AS BOLT DIAMETER. DRILL HOLES FOR LAG CITY OFF PALM DESERT SCREWS THE SAME SIZE AS THE ADDED BOLT. COUNTERBORE THE SAME DEPTH 9. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE 6. AGGREGATES FOR CONCRETE WILL BE NATURAL SAND AND ROCK AND DIAMETER AS SHANK TO PROVIDE FLUSH INSTALLATION. TURN LAG SCREWS Landscape Inspection Schedule 10-3'o e SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH CONFORMING TO ASTM C33. INTO PLACE; DO NOT DRIVE. PROVIDE BOLTS AND AG SCREWS WITH WASHERS N), Da� OF ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR '9 7. AGGREGATES FOR MORTAR AND GROUT WILL BE NATURAL SAND AND ROCK UNDER EVERY HEAD AND NUT BEARING ON WOOD. TIGHTEN BOLTS AND AG UTILITY LINES ARE ENCOUNTERED IN ANY EXCAVATION THE OWNER AND SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO THE �Op CA1-���� Grading Sl�evn / LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. CONFORMING TO ASTM C-144 AND C-404. COMPLETION OF PROJECT. 1) g a. Sleeve diameter, type, depth and location 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER 8. CEMENT WILL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V. 6. ALL NAILS, CONNECTORS, OR OTHER HARDWARE WILL BE HOT DIPPED b. ,Soil surface drainage, elevations and trash (including weeds & rubble) 1 CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK. GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL HARDWARE 9. THE CONTRACTOR WILL FURNISH ONE 5-FOOT X 5-FOOT X 3 1/2-INCH WILL BE PAINTED TO MATCH WOOD MEMBERS, UNLESS OTHERWISE NOTED. 11 . PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR WILL VERIFY, AT SAMPLE OF EACH TYPE OF CONCRETE FINISH AND COLOR SPECIFIED IN ON THE 2) Hardscape 1 Boulders - Cobble THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS DRAWINGS. SAMPLES ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE 7. ALL WOOD WILL BE PRIMED/PAINTED WITH TWO (2) COATS OF PAINT OR a. Sidewalk and wall layout SHEET CONTENTS., AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY SAMPLES IN A SAFE AND CONVENIENT LOCATION. APPROVED SAMPLES SHALL BE STAINED WITH TWO (2) COATS AS DIRECTED BY THE OWNER AND/OR LANDSCAPE b. Utilities location DISCREPANCIES WILL BE REPORTED TO THE OWNER IMMEDIATELY. STANDARDS FOR FINISHES IN LATER CONCRETE WORK. ARCHITECT UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DETAILS. c. Boulder type, size, weight and placement CONSTRUCTION 12. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH CONSTRUCTION 10. ALL CONCRETE BLOCK WILL CONFORM TO ASTM C-90, GRADE N. MASONRY CONFORM TO PAINT MANUFACTURERS PRINTED INSTRUCTIONS AND NOTES RECOMMENDATIONS, INCLUDING PREPARATION OF SURFACE PRIOR TO BEING 3) Irl'igation System Bough - In REC I',/E� OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE WILL BE LIGHTWEIGHT UNIT FM = 1500 PSl PAINTED. PROTECT SURFACES NOT TO BE PAINTED. CORRECT ANY PAINTING a. Trench depth and location DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN RELATED DAMAGES OR, IF REQUIRED, REPLACE DAMAGED MATERIAL AT NO COST b. Pipe size and ciass PROCESS. BRING SUCH. CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S 1 1 . MORTAR WILL ASTM C 270, TYPE S AUG AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY TO THE OWNER. c. Pressure test (125 psi for hears) FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 12. GROUT WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT �P6e��cw� bTraT PROVIDING SUCH NOTIFICATION. 28 DAYS. MIX GROUT IN ACCORDANCE WITH ASTM C 94. 8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE, MASONRY 4) Plant Material (trees & shrubs) OR BURIED INTO GRADE WILL BE PRESSURE TREATED DOUGLAS FIR NO. 2 a Condition 13. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY 13. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. UNLESS OTHERWISE NOTED. CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE WILL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED b. Revisions: CONTRACTOR WILL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR TO THE OWNER UPON REQUEST. ' P Iolaclacement METAL WORK No. Revision Description: RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S 14. ALL CONCRETE WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 5) Ground Cover (decomposed granite) BID SET 10 24 05 AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN PSI AT 28 DAYS. MAX. WATER/CEMENT RATIO TO BE 0.55 - MAX SLUMP TO 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT a. Type CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST CASE, BE 5" OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. b. Depth ands spacing BID SET 03 14 06 BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. ' p g BID SET OS 23 06 14. THE CONTRACTOR WILL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR 2. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT C. Compaction 15. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE Q WALL AND BARRIER RAIL TO COMMENCING WORK. EDITION OF THE UNIFORM BUILDING CODE. DIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES. LAP ALL 6) Find REVISIONS 15. PRIOR TO INSTALLATION THE CONTRACTOR WILL LOCATE BY STAKES, OR BARS IN MASONRY A MINIMUM OF FORTY (40) TIMES THE DIAMETER OF THE 3. THE TUBULAR STEEL FENCE CONTRACTOR WILL BE A C-23 CALIFORNIA a. Irrigation: RETAIL 4 BUILDING OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS REINFORCING BAR (2'-6" LICENSED TUBULAR STEEL FENCE CONTRACTOR. MINIMUM) AT ALL SPLICES, UNLESS NOTED OTHERWISE. i) Valves, bakes and wiring LAYOUT REVISIONS FOR APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS WILL BE STAGGERED. 4. ALL STEEL TUBING WILL BE ASTM 500 GRADE A, OR ASTM A501 SEAMLESS. li) Controller operation and schedule PHASE 1 B RETAIL 7/ REINFORCING STEEL WILL CONFORM TO ASTM A615, GRADE 40, #4 AND SMALLER F� 16. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE AND ASTM 1615 GRADE 60 #5 AND LARGER. 5. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET III W) Sprinkler, bubbler and/or drip emitter type, flow rate and COST ADDITION L, , , DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. THE MINIMUM STATE AND LOCAL CODES. ALL CONDITIONS THAT DO NOT quantity per plant U 16. PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES CONFORM WILL BE BROUGHT TO THE OWNER'S AND LANDSCAPE ARCHITECT'S iv) Overall operation Dates 1 -24-05 Ic 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. ATTENTION PRIOR TO FABRICATION AND INSTALLATION. V) As built ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ,ANY OTHER 6. PRIMER-COAT PAINT WILL CONFORM TO FS TT-P-86 TYPE 11 FOR RED b• Tree staking LEGAL PROPERTY RESTRICTION ETHER MARKED OR UNMARKED. 17. DOWELS FOR WALLS WILL BE SAME SIZE AND SPACING AS THE WALLDrawn By: SG/BG/AA REINFORCEMENT AND WILL LAP WITH THE REINFORCING BAR AS NOTED ABOVE LEAD/ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINC CHROMATE TYPE PAINT. c. Overall 18. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, UNLESS NOTED OTHERWISE. Chocked-- TJ/TA CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED 7. TO TOUCH-UP GALVANIZED SURFACES, USE `ALL-STATE' 321 GALVANIZING 18. ANCHOR BOLTS DOWELS, INSERTS, ETC., WILL BE SECURELY TIED IN PLACE POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY Job #e 03-1170 OR UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL CALL-STATE' WELDING ALLOYS COMPANY OR EQUAL. A MANNER ACCEPTABLE TO THE OWNER. Plot Date- 05-23--06 I- WILL BE HOT DIPPED GALVANIZED. 8. MISCELLANEOUS METAL WORK WILL BE FREE OF DEFECTS WHICH IMPAIR F- 19. PROVIDE ISOLATION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS STRENGTH, DURABILITY AND APPEARANCE. Plan Sets F 19. WELDING OF REINFORCING STEEL WILL CONFORM TO LAWS D12-1 USING BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED a VERTICAL SURFACES. PROPER LOW HYDROGEN ELECTRODES. 9. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PACE, BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH. 20. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. L - 1m08 , > is le 1 LL SHEET 12 OF 26 Q EQUIPMENT LEGEND Q 1" WATER METER - LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE - TO BE LINE SIZE 1" REDUCED PRESSURE BACKFLOW PREVENTER - LOCATION (INSTALLED BY CVWD) i 1.5" WATTS 25AUB-HP PRESSURE REGULATOR (SEE PRESSURE CALCULATION FOR SETTING) ® 1.5" MASTER CONTROL VALVE - RAINBIRD EFB-CP BRASS FLOW SENSOR - DATA INDUSTRIAL - SEE PLAN AND CONTROLLER NOTES FOR SIZE QUICK COUPLING VALVE - RAINBIRD 33DRC RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT le RAINBIRD PEB REMOTE CONTROL VALVE - SEE PLAN FOR SIZE MS IRROMETER WATERMARK MOISTURE SENSOR - SEE DETAIL LIMIT OF WORK O SPEARS 314" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING TREE BUBBLER - RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE - SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY Cal m o UN ©�� n 0 0 �a ►mod ��� �� �. 1\ ` ills IL 2O 2 Q❑O & QX CONTROLLER - RAINMASTER -EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER - BURY 24" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER - BURY 24" WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY RETAIL) WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY JOINT USE) WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" SLEEVE - SCH 40 PVC - TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL WIRE SLEEVES TO BE 2" MIN. WHITE PVC - SEE SLEEVE SCHEDULE FOR SIZE DENOTES VALVE STATION NUMBER DENOTES FLOW DENOTES VALVE SIZE WATER CONSERVATION CONCEPT STATEMENT RETAIL Project Site: The Village at University Park Tract or Parcel Number, 31515 Project Location: Landscape ArchitecNlrrigation Designer/Contractor: Land Arc + West I Water Concern Included in this project submittal package are: (Check to indicate completion) X 1. Maximum Annual Applied Water Allowance: Conventional landscape. 1,693 hundred cubic fee9year + Recreational Turfgrass Landscape: NIA 100 cubic feetlyear Maximum Annual Applied Water Allowance: 1,693 hundred cubic feeilyear X 2. Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones: NIA 100 cubic feetlyear Recreational Turigrass Hydrozones: NIA 100 cubic feetlyear Very Low Plant Hydrozones: NIA 100 cubic feetlyear Low Plant Hydrozones: WA 100 cubic feetlyear Medium Plant Hydrozones: 1,410 100 cubic feet/year High Plant Hydrozones: NIA 100 cubic feetlyear Water Features: NIA 100 cubic feetlyear Other 100 cubic feeUlyear Estimated Annual Total Applied Water Use: 1,410 hundred cubic feetiywf X 3. EATAWU < MAAWA X 4. Landscape Design Plan X 5. Irrigation Design Plan X 6, Grading Design Plan 7. Soil Chemical Analysis (optional) Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and efficiency in water use.): During the generation of the construction drawings, the following actions were taken to help achieve water use efficiency and conservation. Plant material with medium or low water requirements were selected. There are no Turf areas. - Shrub area are irrigated with head to head coverage and have matched precipitation rates. - Irrigation system is designed by micro climate and using rain sensors. • Controller has multiple stations and run times to ensure each micro climate recieves only the water it requires. - Controller has evapotranspiration (ET) based scheduling and flow sensing. Date: March 14, 2006 Prepared by: Ryan Grdfin KEY PLAN —NOT TO SCALE 0 10 20 40 7%mr7- SCALE:20'--0" REFER TO SHEET L-2.04 THROUGH L-2.08 FOR IRRIGATION NOTES, LEGEND, DETAILS, PRESSURE CALCULATION, AND SPECIFICATIONS. - PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, IRRIGATION EQUIPMENT, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE BOXES IN SHRUB AREAS ONLY. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS, STREETS, WALLS, OR OTHER HARDSCAPES / STRUCTURES. PIPE SIZE LEGEND 3/4" tt• 1-1/4" 1-112" 1 2" IE 2-1/2" SLEEVE LEGEND QA (1) 4" SCH. 40 SLEEVE © (2) 4" SCH. 40 SLEEVE © (1) 2" SCH, 40 SLEEVE (D) (2) 2" SCH. 40 SLEEVE Q (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. Iandlarc+west 3901 westerly pl. suite 111 newport beach, ca 92660 UC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT !!r WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRYRD, ORANGE, CA 92868 (714) 835.2068 (714) 835-2168 FAX .now SHEET CONTENTS= IRRIGATION PLAN RECEIVF-r AUG 2 4 7006 CITY QC w, 1i g f:p Revisions No. Revision Description: B1D SET 10/24/05 ® BID SET 03/14/06 Q WALL AND BARRIER RAIL REVISIONS ® RETAIL 4 BUILDING LAYOUT REVISIONS ® PHASE 10 RETAIL 7/ JOINT COST ADDITION L I 0n Date, 10-24-05 cl Drawn S ya PM Checked: R G Job as 03-1170 Plot Date, 05-23-06 Plan Sets F L�2001 7— SHEET 13 OF 26 LL C KEY PLAN -NOT TO SCALE ............ . . . . . . . . . . . . . . 0 10 20 40 low 7_77 SCALE: 1 =20 -0 11 REFER TO SHEET L-2.04 THROUGH L-2.08 FOR IRRIGATION NOTES, LEGEND, DETAILS, PRESSURE CALCULATION, AND SPECIFICATIONS. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, IRRIGATION EQUIPMENT, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE BOXES IN SHRUB AREAS ONLY. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS, STREETS, WALLS, OR OTHER HARDSCAPES / STRUCTURES. PIPE SIZE LEGEND 314# :F 1 2" 1E 2-10 SLEEVE LEGEND (1) 411 SCH, 40 SLEEVE (2) 4" SCH. 40 SLEEVE (1) 2" SCH. 40 SLEEVE (2) 2" SCH. 40 SLEEVE (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. These plans have been reviewed* by the Coachella Valley Water DistTlct in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq, requiring efficient landscape and irrigation design in cooperation with local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER Rights -of -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Supervisor Development Services Supervisor 'o"o' SHEET CONTENTS: IRRIGATION J PLAN :.�. R E C E I Vt"--- n AUG 2 4 7,016 4W Revisions, No. Revision Description: BID SET 10/24/05 BID SET 03/14/06 WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE I B RETAIL 7 JOINT COST ADDITION EQUIPMENT LEGEND -SHADE STRUCTURE BY OTHERS, (TYPICAL) FUTURE PHASE JOINT COST LIMIT OF WORK n 1" WATER METER - LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE - TO BE LINE SIZE 1" REDUCED PRESSURE BACKFLOW PREVENTER - LOCATION (INSTALLED BY CVWD) 1.5" WATTS 25AUB-HP PRESSURE REGULATOR (SEE PRESSURE CALCULATION FOR SETTING) 1.5" MASTER CONTROL VALVE - RAINBIRD EFB-CP BRASS FLOW SENSOR - DATA INDUSTRIAL - SEE PLAN AND CONTROLLER NOTES FOR SIZE Q QUICK COUPLING VALVE - RAINBIRD 33DRC RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT RAINBIRD PEB REMOTE CONTROL VALVE - SEE PLAN FOR SIZE MS IRROMETER WATERMARK MOISTURE SENSOR - SEE DETAIL CF SPEARS 3/4" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING O TREE BUBBLER - RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE - SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY A N & QIN CONTROLLER - RAINMASTER -EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER - BURY 24" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER - BURY 24" -R R - WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY RETAIL) -jj- WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY JOINT USE) WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" SLEEVE - SCH 40 PVC - TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL WIRE SLEEVES TO BE 2" MIN. WHITE PVC - SEE SLEEVE SCHEDULE FOR SIZE DENOTES VALVE STATION NUMBER DENOTES FLOW DENOTES VALVE SIZE C7 17 r Z M C) M M () M M ---i KEY PLAN --NOT TO SCALE 0 10 20 40 SCALE:1 "-20'-0" POINT OF CONNECTION r-------I r——————— - - ---I I INSTALLED I I INSTALLED BY CONTRACTOR I BY CVWD ( I 1.5" 1.5" 1.25" 2" I IAQ,Y e L — — — — — — --I REFER TO SHEET L-2.04 THROUGH L-2.08 FOR IRRIGATION NOTES, LEGEND, DETAILS, PRESSURE CALCULATION, AND SPECIFICATIONS. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, IRRIGATION EQUIPMENT, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE BOXES IN SHRUB AREAS ONLY. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS, STREETS, WALLS, OR OTHER HARDSCAPES / STRUCTURES. PIPE SIZE LEGEND 3/4" 1" 1-112" — 2" — 2-1/2" SLEEVE LEGEND UA (1) 4" SCH. 40 SLEEVE © (2) 4" SCH. 40 SLEEVE © (1) 2" SCH. 40 SLEEVE QD (2) 2" SCH. 40 SLEEVE QE (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING, These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code Tftfe i, Derision 1, Chapter 3, Articfe 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Supervisor Development Services Supervisor land [arc + west CONSULTANT WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRY RD, ORANGE, CA 92868 (714) 833-2068 (714) 835-2168 FAX i W V �..! W� Lo 0 ...� Z T Z C0 CC a: a MM2 T� < 0 0M UL Q W C9 ow. 0 J 0z Z 0J v 0) n a: z W < m F- �- -.J F- > W � a W W pL W �, J W W � V J �..� F- (� C F- Z d W --j i :.�3*_ o SHEET CONTENTS., IRRIGATION PLAN #� �T RECEIVgr AUG 2 4 PU6LiC't10Fi}CS DF . Revisicnea No. Revision Description: BID SET 1.0/24/05 BID SET 03/14/06 0 WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ I — JOINT COST ADDITION LU 0C Date, 10-24-05 11 Drawn By, PM Checked RG Job ev 03-1170 Plot Date, 05--23-06 1­- Plan Sets F � (r. L�2.03 SHEET 15 OF 2 EQUIPMENT LEGEND 1. All main line and lateral line piping and control wires under paving shall be installed in separate sleeves. Main and lateral line sleeves shall be a minimum of twice (2x) the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 3. Install all piping between the point of connection and the basket strainer or the R.P. Backfiow preventor as per local codes. 4. Final location of the automatic controller and basket strainer or the R.P. Backflow shall be approved by the developer and the landscape irrigation designer prior to installation. 5. 117 vac electrical power source at controller location shall be provided by the developer. The irrigation contractor shall make the final connection from the electrical source to the controller. 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray onto walks, streets, walls, etc. 8. This design is diagrammatic. All piping, valves, etc., shown within paved areas is for design clarification only and shall be installed in planting areas wherever possible. 9. It is the responsibility of the irrigation contractor to become familiar with all grade differences, location of walls, retaining walls, structures and utilities. The irrigation contractor shall repair or replace all items damaged by their work. Work shall be coordinated with other contractors for the location and installation of pipe sleeves through wall, under roadways and paving, etc. 10. The sprinkler system design is based on a minimum operating pressure as shown on the respective point of connection notes. Contractor shall verify water pressures prior to construction. Report any differences between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative. 11. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 13. The irrigation contractor shall install kbi series adv's (anti drain valves) on all heads in areas where finish grade exceeds 4:1, where post valve shut-off draining of the irrigation head occurs or as directed by the owner's authorized representative. 14. The contractor shall provide reduced pcs - pressure compensation screens (per attached legend) as necessary to eliminate overspray onto streets, walks or other areas as directed by the owner's authorized representative. 15. Shrub heads and risers may be substituted for pop-up heads in planted areas except where adjacent to high traffic areas such as walks, curbs, turf lines, monuments, fountains, or signage. Refer to installation details. GENERAL IRRIGATION NOTES TO LANDSCAPE CONTRACTOR 1. The irrigation contractor shall obtain a copy of the latest edition of the " Coachella Valley Water District General Landscaping Guidelines and Irrigation System Design Criteria". These rules and regulations are incorporated into and made a part of the irrigation specifications, and their provisions shall be carried out by the contractor. 2. Not Applicable. 3. Anything contained in the irrigation specifications shall not be construed to conflict with any of the Rules and Regulations or requirements of the same. Irrigation specifications and drawings call for described materials and workmanship, however alternative material and special identification may be used when approved. 4. The Irrigation Plan is diagrammatic. All irrigation equipment shown within paved areas is for design clarification only and shall be installed in planting areas only. 5. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in the area dimensions exist. Such obstructions or differences should be notified. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 6. The sprinkler system design is based on the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Report any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection. In the event pressure differences are not reported prior to the start of construction, the irrigation contractor shall assume full responsibility for any revisions necessk 7. Automatic controllers shall be of the size and type indicated on the plans and installed where shown. Control wires shall be sleeved in electrical conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to make the final hook-up from the electrical outlet to the automatic controller. 8. All controller wire shall be AWG-UF direct burial type, and all splices and connections shall be made with pentite connectors or approved equal. Each valve on a controller shall have a separate wire color. All wire shall be installed with two feet of extra wire coiled at the end of each wire run. 9. Not Applicable. 10. Irrigation equipment, including backfiow prevention device, shall be installed at the approximate location indicated on the Plan and approved prior to installation. Installation shall conform to all codes, regulations and manufacturers' specifications. 11. All valves (remote control, ball valve, quick coupler) shall be installed in a precast valve box with Tan locking lid (manufactured by Brooks, Cristy or equal). The lids shall be embossed with 2-inch high initials designating the contents of the valve box (i.e., RVC, BV, QCV, etc.). 12. All mainline, lateral lines and irrigation wire shall be installed in SCH 40 PVC pipe sleeving where they pass under dirt roads and paved areas. Mainlines and lateral lines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. Irrigation control wire shall be sleeved in SCH 40 PVC pipe 1-inch diameter per ten strand direct burial wire. 13. Irrigation contractor shall guarantee the enitre irrigation system to be free of defects in workmanship and materials before final acceptance. A. All risers shall be SCH 80 PVC pipe. B. All pipe fittings shall be PVC SCH 80, except as noted in Details. C. Use Teflon tape or Teflon pipe dope on all PVC male pipe threads on all sprinkler swing joint valves and on all riser threads. 14. All pressure mainlines shall be buried 24 inches deep, and all non -pressure laterals 9 inches deep. Trench backfill shall be free of any material that may damage irrigation pipe or equipment. In the event of backfill settlement, contractor shall perform required repairs at his own cost. 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected, tested and approved. 16. Prior to backfilling irrigation trenches: All mainlines in the system shall be capped and pressure tested at 125 psi for a period of six hours. Anv leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. 17. Not Applicable. 18. Not Applicable. 19. Not Applicable. 20. Not Applicable. 21. Not Applicable. 22. When the irrigation system is completed, the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant root area. The contractor shall furnish all materials and perform all work required to correct inadequacies of coverage at his own cost. R 1" WATER METER - LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE - TO BE LINE SIZE 1" REDUCED PRESSURE BACKFLOW PREVENTER - LOCATION (INSTALLED BY CVWD) 1.5" WATTS 25AUB-HP PRESSURE REGULATOR (SEE PRESSURE CALCULATION FOR SETTING) 1.5" MASTER CONTROL -VALVE - RAINBIRD EFB-CP BRASS FLOW SENSOR - DATA INDUSTRIAL - SEE PLAN AND CONTROLLER NOTES FOR SIZE Q QUICK COUPLING VALVE - RAINBIRD 33DRC RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN e RAINBIRD PEB REMOTE CONTROL VALVE - SEE PLAN FOR SIZE s IRROMETER WATERMARK MOISTURE SENSOR - SEE DETAIL 0 SPEARS 3/4" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING O TREE BUBBLER - RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE - SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY Q� & Q� CONTROLLER - RAINMASTER -EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER -BURY 24" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER - BURY 24" -R R R WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY RETAIL) WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY JOINT USE) WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" AM SLEEVE - SCH 40 PVC - TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL WIRE SLEEVES TO BE 2" MIN. WHITE PVC - SEE SLEEVE SCHEDULE FOR SIZE DENOTES VALVE STATION NUMBER DENOTES FLOW DENOTES VALVE SIZE CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE 1. Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2. Hardscape / Boulders -Cobble a. Sidewalk and wall layout b. Utilities location c. Boulder type, size, weights and placement 3. Irrigation System Rough - In a. Trench depth and location b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4. Plant Material (trees & shrubs) a. Condition b. Type c. Placement 5. Ground Cover (decomposed granite) a. Type b. Depth and spacing c. Compaction 6. Final a. Irrigation: i.) Valves, boxes and wiring ii.) Controller operation and schedule iii.) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant. iv.) Overall operation v.) As built b. Tree staking c. Overall PRIOR TO ANY IRRIGATION CONSTRUCTION THE CONTRACTOR SHALL TEST THE STATIC WATER PRESSURE AT ALL WATER METER LOCATIONS AND REPORT ALL TEST RESULTS TO THE DEVELOPER, THE LANDSCAPE ARCHITECT, AND IRRIGATION DESIGNER. These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code rdle 7, 01vision 1, Chapter 3, article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. land arc*west 3901 westerly pl. suite 111 newport beach, ca 92660 LIC,. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRY RD, ORANGE, CA 92M (714) 835.2068 (714) 835-2188 FAX SHEET CONTENTS IRRIGATION NOTES AND LEGENDS RECEIVFr' AUG 2 4 ?uC,6 PUBU�'C'N IRKS UE'ry? Revisions. - No. Revision Description: BID SET 10/24/05 ® BID SET 03/14/06 A WALL AND BARRIER RAiL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ I- JOINT COST ADDITION L Dates 10--24-05 C- Drawn Bys PM Checked, RG Job a, 03-1170 Plot Dates 0 5- 2 3- 0 6 1- Plan Sets F 09 Date Water Management Supervisor Development Services Supervisor U L-2.04 SHEET 16 OF 26 �s+ 10" BOLT LOCKING TAN --0 TAN, BOLT LOCKING RECTANGULAR --� SENSOR TEE TAN, BOLT LOCKING PLASTIC PLASTIC CIRCULAR VALVE BOX - VALVE BOX MARK'RCV' FLOW SENSOR WIRES - #14 AWG BLACK CIRCULAR VALVE BOX - MARKED "BV" CARSON 910 -3B (HEAT BRAND " FINISHED 1/2 IN TURF --• T.CHRISTY YELLOW AND RED WITH EXTENSIONS AS NECESSARY 11pR") GRADE 1" IN SHRUBS STATION # TAG #14 BLACK AND RED WIRE - MAX 2000' MI DISTANCE FULL PORT BRASS BALL VALVE, -� ADJUST PRESSURE SETTING PER z 1 PVC CONDUIT TO CONTROLLER (EPDXY ALL SEE LEGEND FOR TYPE FINISH POINT OF CONNECTION NOTE � P _ •24" LONG EXPANSION COIL ENDPOINTS TO WATERPROOF) GRADE 1 -- -= SCOTCH LOC WIRE 3" LONG SCH. 80 NIPPLE IIII I=_= PRESSURE REGULATOR -SEE �►�i CONNECTORS (OR EQUAL) MIN. X MIN.15 X lI=IIII III=- = LEGEND LATERAL AUTOMATIC CONTROL PIPE DIA. PIPE DIA. (2) #14 GA. CONTROL IIIIII=17IlI= IIII IIIIII_IIIIIL= - - VALVE -SEE PLAN FOR TYPE WIRES (TO CONTROLLER) IIIIII IIIIII= III_II IIIIIIIIIIII BRASS PIPE FROM R.P.B.F. TO I FLOW I -- -----� MASTER CONTROL SCH. 80 THREAD ONE ENDII�II SCH. 80 PVC THREAD ONE END �� 2 MIN. 4 CRUS D 12 IN INLET OF MASTER VALVE DOWNSIZE III OWNSIZE DO VALVE (T.O.E.) NIPPLE -TWO REQ'D NIPPLE (T.O.E.) TWO REQUIRED VGRAVEL -- SCH.80 NIPPLE ' HEAT BRAND "FS" HEAT BRAND "MCV" VALVE BOXES 12" MIN. DEPTH OF 3/4" CRUSHED _ - � = ii -- 8" COMMON BRICK ' WITH HEAT BRICK STABILIZER (FOUR �� 11111 SUPPORT-4 REQUIRED MAINLINE FROM R.P. BACKFLOW DEVICE BRANDED BRICK STABILIZER - 4 REQUIRED FLOW --� REQUIRED) i1lil S PPRESSURE LETTERS COMPACTED SUB -GRADE COMPACTED SUB -GRADE MAINLINE 12" MIN, DEPTH OF 3/4" CRUSHED NOTE: MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN GRAVEL MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE. FULL PORT BALL VALVE 1/2" IN TURF o TAN, BOLT LOCKING PLASTIC CIRCULAR VALVE BOX - CARSON 910 HEAT BRANDED "QCV" GRADE QUICK COUPLER VALVE, SEE _ LEGEND FOR TYPE _�II111 SCH. 80 NIPPLE, LENGTH AS REQUIRED — - 0-12" MIN. DEPTH OF 3/4" CRUSHED GRAVEL �0BRICK STABILIZER SPEARS SWING JOINT ASSEMBLY PART NO.-5807-01008. (MIPTXFIPT) PVC SCH. 40 TEE OR ELL PVC MAINLINE, DEPTH AS REQUIRED 36" MIN. LENGTH #4 REBAR STABILIZER. ATTACH W/ TWO STAINLESS STEEL STRAPS o COMPACTED SUB -GRADE QUICK COUPLER (2) WARNING TAPE LINES 1- ON TOP OF SLEEVE ►1=12" ABOVE SLEEVE VEHICULAR OR PEDESTRIAN PAVING - SEE PLAN LATERAL LINE SEE LEGEND FOR TYPE 90% MIN. BACKFILL RELATIVE COMPACTION 6" MIN. COVER AND 2" BASE OF SAND BACKFILL MAINLINE - SEE LEGEND FOR TYPE. MAINLINE TO BE SLEEVED 2X DIAMETER OF MAINLINE CONTROL WIRE BUNDLE IN A SLEEVE - SEE PLAN FOR SLEEVE TYPE AND SIZE PRESSURE REGULATOR PVC SCH 40 ELL PVC SCH 80 NIPPLE 30" LQNG EXPANSION COIL WATER PROOF WIRE CONNECTORS TAN, BOLT LOCKING PLASTIC RECTANGULAR VALVE BOX - MARKED "RCV" WITH EXTENSIONS AS NECESSARY CONTROL ZONE KIT: RAIN BIRD MODEL XCZ-10000M SCH. 80 THREAD ONE END (T.O.E.) NIPPLE - TWO REQ'D 12" MIN. DEPTH OF 3/4-INCH CRUSHED GRAVEL PVC MAINLINE STABILIZER BRICKS - 4 REQUIRED PVC SCH 80 NIPPLE AND PVC SCH 40 ELL DRIP CONTROL ZONE KIT NOTES: ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER VEHICULAR AND PEDESTRIAN PAVING. CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE LINE TYPE LOCATION SIZE DEPTH IN LANDSCAPE <2" =>21' 24" 24" PRESSURE UNDER VEHICULAR <2i1 30" MAINLINE PAVING =>2" 30" UNDER PEDESTRIAN <2-1/2" 24" PAVING =>2-1/2" 24" IN LANDSCAPE <2-1I2"' 9" 9" LATERAL LINE UNDER VEHICULAR <2-1/2" 30" PAVING =>2-1/2" 30" UNDER PEDESTRIAN <2-1/2" 12" PAVING =>2-1/2" 12" PIPES UNDER PAVING WHEN MORE THAN ONE GROUP OF SLEEVES EXISTS, LOCATE AT SAME LEVEL SIDE BY SIDE. NO SLEEVE SHALL BE LAYED ON TOP OF ONE ANOTHER. UNDER PEDESTRIAN PAVING PRESSURE < 2-1/2" 24" MAINLINE >= 2-1/2" 24" UNDER VEHICULAR PAVING LATERALS 30" TRENCHING MASTER VALVE 1" IN TURF 1-1/2" IN SHRUB TAN, BOLT LOCKING RECTANGULAR n VALVE BOX MARK'FV �1197"FINISH GRADE iPEARS SCH. 40-1/2" BALL VALVE WITH FxF INLETS MIN ADAPTER MIPTxSOC INLETS ■��LCO• 2' MIN. GLUE PVC�FLEX HOSE INTO SOCKET OF MALE ADAPTER WITH PVC GLUE. (SEE SPECIFICATION) WOSCH. :0 T.O.E. LE �m�� _ uuu riirrr��►r. " COMMON BRICK NOTE: CONTRACTOR WILL FLUSH ALL DRIP SUPPORT LINES PRIOR TO TURN OVER TO MAINTENANCE DRIP MANUAL FLUSH VALVE (BURIED) PAVEMENT (2) WARNING TAPE LINES: 1 - ON TOP OF SLEEVE OR MAINLINE 1-12" ABOVE SLEEVE FINISH GRADE LATERAL LINE 2" LAYER OF CLEAN BACKFILL PRESSURE MAINLINE CONTROL WIRE BUNDLE 2" LAYER OF CLEAN BACKFILL NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES, 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS. 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN DIRECTION GREATER THAN 30%. UN -TIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. MASTER VALVE/FLOW SENSOR m ---a AUTOMATIC CONTROLLER STAINLESS STEEL ENCLOSURE - SEE CONTROLLER NOTE FOR SPECIFICATIONS --+r ON/OFF - GFI SWITCH PER CODE --- a EPDXY SEALANT AROUND EDGES 6" MIN. THICK POURED CONC. BASE AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS SLOPE TO DRAIN PEDESTAL FOUNDATION I 5/8" X 96" COPPER CLAD GROUND ROD - FINISH GRADE `� ATTACH TO CONTROLLER CABINET IIIIII= >o IIIIII= IIIIII=(11I11111111= UU — 3" PVC LONG SWEEP ELL 117 VAC CONDUIT =11� - DIRECT BURIAL CONTROL WIRE TO CONTROL VALVES FLOW SENSING WIRE 117 VOLT, 60 CYCLE POWER WIRES IN CONDUIT CONDUIT - —� 1" SCH. 40 PVC CONDUIT FOR SENSOR WIRES x6j'k, k 9 :is] 14 _44 0 FOR WIRE SIZES NO. 14,12 AND 10 FOR WIRE SIZES LARGER THAN NO. 10 SLIP BASE SOCKET OVER END STEP 1 STRIP WIRES APPROX. 5/8" FROM ENDS OF WIRES. �— STRIP WIRES APPROXIMATELY 5/8" FROM ENDS TWIST ENDS TOGETHER. APPLY SEALER TO OUTSIDE OF STEP 2 ♦ SEALING PLUG. FILL CAVITY WITH PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. STEP 3 -� PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE PUSH SEALING PLUG INTO SOCKET BASE STEP 4 PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD PEN-TITE WIRE CONNECTOR OR APPROVED EQUAL WIRE CONNECTORS TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM AFTER MIXING CONTENTS OF SEALING PACK IN ACCORDANCE WITH INSTRUCTIONS, CUT 1/2" OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END. WRAP OPEN END OF SEALING PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROXIMATELY 8 MIN. AT 72-F.) land arc+ west 3901 westerly pl. suite 111 newport beach, ca 92660 LIC. No. 4340 tek (949) 224-0040 fax: (949) 224-0044 CONSULTANT WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRY RD, ORANGE, CA 92M (714) 835-7068 (714) 835.2168 FAX SHEET CONTENTS ' IRRIGATION DETAILS RECEIVE""t AUG 2 '} pUBI�'.C'alA� IVF ['�� Revisions= No. Revision Description: BID SET 10/24/05 ® BID SET 03/14/06 Q WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION LLD O� Date, 10-24-05 C Drawn By= PM in en Checked, R G Job at 03-1170 Plot Dates 05-23-06 Ia- Plan Sets F -- a z L�2m05 >- SHEET 17 OF 26 11I11G1I0 go of V. •. av R TREE LOCATION - REFER N 1 ° TO PLANTING PLAN MIN. RAINBIRD 1400 SERIES BUBBLER (SEE LEGEND FOR TYPE) RAINBIRD ACV-050 CHECK VALVE 11((( 1111111 SEE TREE BUBBLER ON RISER DETAIL (THIS SHEET) NOTE: SEE TREE LEGEND (THIS SHEET) FOR BUBBLER TYPE AND QUANTITY. REFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. aCt'r� � 00 FINISH GRADE 84" BOX OLEA EUROPA RAINBIRD 1400 SERIES BUBBLER (SEE LEGEND FOR TYPE) NOTE: ALL BUBBLERS TO BE SET 1 ° CLEAR FROM ALL HARDSCAPE SURFACES. FINISH GRADE SCH. 80 PVC RISER SCH. 40 PVC ELL MARLEX STREET ELL, TYP. SCH. 80 PVC NIPPLE PVC LATERAL LINE SIZE AS NOTED ON PLAN MARLEX STREET ELL SCH. 40 PVC SxSxT TEE OR ELBOW TREE BUBBLER ON RISER \\ —WETTED PATTERN �— ROOTBALL BUBBLER PLACEMENT TRUNK TREE BUBBLER SPACING SHRUB LOCATION - REFER TO PLANTING PLAN RAINBIRD PRESSURE COMPENSATING EMITTER WITH 10-32 THREADED INLET. SEE CHART FOR TYPE. RAINBIRD POLYFLEX RISER PFR/FRA CUT TO LENGTH AS REQUIRED SCHEDULE 40 TEE SXSX1/2"T PVC LATERAL LINE - SEE PLAN FOR SIZING NOTE: SEE SHRUB LEGEND (THIS SHEET) FOR EMITTER TYPE AND QUANTITY. REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. EMITTER ON POLYFLEX RISER 5 GAL 1 GAL WETTED PATTERN ITTER PLACEMENT 1. IF SHRUB RECIEVES ONE EMITTER, PLACE ON UPHILL SIDE OF ROOT BALL. 2. PLACE EM(TT'ERS OUT80E OF ROOTBALL. SHRUB/CACTI EMITTER SPACING 24" BOX TAN, BOLT LOCKABLE PLASTIC CIRCULAR VALVE BOX - MARKED'MS' 1" CLEARANCE FINISH GRADE 111111= :r ill`I i00 I I 0 \ CO �IUj m N ��j 1�1 d� O _ Cn Uj �) � tt CL I a o C o �'' W I C0 a �r I III LU 1 SET PIPE AND SENSOR INTO PRE -TAPPED HOLE USING A 1/2" GALVANIZED TAP PIPE. MINIMAL SOIL SHALL BE DISTURBED. RECOMPACT ALL SOIL AFTER INSTALLATION SET DEPTH OF SENSOR ASSEMBLY AS SHOWN TO ALLOW IDENTIFICATION OF SHALLOW, MID AND DEEP SENSORS. COMMON BRICK STABLIZER -TWO REQUIRED 1/2" DIA CLASS 315 PVC PIPE -CUT LENGTH AS NECESSARY TO ACHIEVE DEPTH REQUIRED FOR SENSOR iRROMETER WATERMARK SENSOR -INSERT INTO CLASS 315 PVC PIPE PULL WIRES AND ATTACH TO CAP ASSEMBLY -THREE REQUIRED MOISTURE SENSOR ASSEMBLY 112" SLIP CAP - DO NOT GLUE 1/8" X 3/4" S.S. ROUNDED SLOT BOLT 1/8" S.S. NUT WRAP WIRE AROUND BOLT AND TIGHTEN WIRE FROM WATERMARK SENSOR SHRUB LEGEND SYMBOL NAME SIZE QTY. EMITTER WATER USE AGAVE BOVICORNUTA Q COWSHORN AGAVE 5 GA! 2 PC 05 L AGAVE PARRYI VARIEGATA 5 GAL 2 PC 05 L PARRYS AGAVE OAGAVE VILMORINIANA 2 L OCTOPUS AGAVE 5 GAL PC 05 BOUGAINVILLEA 1 GAL 2 PC 07 M ROSENKA BOUGAINVILLEA 1 GAL 2 PC 07 M �y BARBARA KARST CAESALPINIA PULCHERRIMA 2 RED BIRD OF PARADISE 5 GAL PC 05 M DASYLIRION WHEELERI 5 GAL 2 PC 07 L DESERT SPOON TECOMA X 'SUNRISE' 5 GAL 2 PC 05 L/M SUNRISE FOUQUIERIA SPLENDENS MIN CAN ALL OCOTILLO BANES 2 PC 05 L CANES HESPERALOE PARVIFOLIA O RED YUCCA 5 GAL 2 PC 05 L LEUCOPHYLUM FRUTESCENS 5 GAL 3 PC 05 L M TEXAS RANGER GREEN CLOUD'/ LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 5 GAL 3 PC 05 L/M RIO BRAVO SAGE LaWEDELIA TRILOBATA 1 GAL 2 PC 05 M WEDILIA ECHINOCACTUS GRUSONII 5 GAL 2 PC 05 L GOLDEN BARREL CACTUS DALEA CANTATA 5 GAL 2 PC 05 L SIERRA GOLD GROUNDCOVER LEGEND SYMBOL NAME SIZE QTY. EMITTER WATER USE LANTANA MONTEVIDENSIS 'NEW GOLD' 1 GAL 1 PC 07 M (� LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL 1 PC 07 M VINE LEGEND SYMBOL NAME SIZE QTY. EMITTER WATER USE MACFADYENA UNGUIS—CATI CAT'S CLAW 15 GAL 1 PC 05 L land arc +west 3901 westerly pl. suite 111 newport beach, ca 92660 UC. No. 4340 tel: (949) 224-0040 fax: (949) 2240044 A CONSULTANT (j) 0 LO 0. .j > ujr-< (L 0 F- Z 2 WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 982 TOWN AND COUNTRYRD, ORANGE C 92868 (714) 835-2068 (714) 835.2968 FAX HEET CONTENT$. IRRIGATION DETAILS CITY Or` PALM UEERT L�2006 as wOWQ — : 0 W J Revisions; No. Revision Description: BID SET 10/24/05 ® BID SET 03/14/06 Q WALL AND BARRIER RAIL REVISIONS ® RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ S JOINT COST ADDITION Date, 10-24-05 Drawn Sy= PM M e� Checked= RG ,lob 03-1170 Plot Date, 05-23-06 � Plan Sets F SHEET 18 OF 26 U, SECTION 02810 - IRRIGATION SYSTEM 1. GENERAL a. Permits: Contractor shall obtain and pay for all permits required for irrigation installation. 2. AS BUiLT DRAWINGS a. Record accurately on one set of black and white prints (irrigation drawings), all changes in work constituting departures from the original contract drawings. Include changes in both pressure and non -pressure lines. b. Upon completion of each increment of work, transfer all such information and dimensions to the prints. Record changes and dimensions in a legible and professional manner. When the drawings are approved, the Contractor shall perform all final as -built drawings. c. Dimension from two permanent points of reference (monuments, sidewalks, curbs, pavement). Record information on as -built drawings day -today as the work is installed. All dimensions noted on the drawings shall be 1/4 inch in size. d. Show dimensional locations and depths of the following: e. Maintain as -built drawings on site at all times Point of connection (P.O.C.) Backflow prevention assembly Basket strainer Master valve Flow sensor Routing of irrigation pressure mainlines Shut-off valves irrigation control valves Automatic controller, and electrical conduits Central control hardware, communication conduit with pull boxes Sleeves and pull boxes 3. CONTROLLER CHARTS a. As -built drawings shall be provided by the Contractor prior to the preparation of the Controller Charts. As -bunts shall be drawn on 3 mil sepia mylar of same size as construction documents. b. The Contractor shall provide two 11 x 17 controller charts for each controller supplied, showing the area covered by the automatic controller. c. The chart shall be a reproduction of the as -built system drawing. If the controller sequence is not legible when the drawing is reduced, enlarge it to a size that will be readable when reduced. d. Charts shall be blackline print or computer plot with a different transparent color used to show area of coverage for each station. e. When completed and approved, hermetically seal the chart between two pieces of plastic, each piece being a minimum of 10 mils thick. 4. OPERATION AND MANUALS a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity, property prepared in two individually bound copies. Describe the material installed in sufficient detail to permit qualified maintenance personnel to understand, operate and maintain the equipment. Each manual shall include the following: Index sheet stating contractor's address and telephone number. Duration of guarantee period with guarantee forms. 5. SPARE PARTS AND EQUIPMENT a. Prepare and deliver to the Irrigation Consultant, prior to the start of maintenance, all required spare parts, tools and equipment. Spare parts, tools, and equipment shall include the following per water meter xxxxxx" mocxxxxx 6. GUARANTEE a. Submit written guarantee, in approved form, that all work showing defects in materials or workmanship will be repaired or replaced at no cost to the Builder or Developer contracted with the Landscape Contractor for a period of one (1) year from date of acceptance by the Irrigation Consultant. b. The guarantee form shall be written onto the Contractor's letterhead and contain the following information. (Shown as an example only) Guarantee for lai ation S j1 jvstem ProN T t are fact 1111 i Lot 1 � t We hereby guarantee that the irrigation system we have furnished and installed for Project Name, Tract Number 11111 Lot Number 1 is free from deflects in materials and workm anshi the p, and work has been completed in accordance with the drawings and speaficaBons, ordinary wear and tear and unusual abuse, or neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one (1) year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Developer. We shall make such repairs or replacements w#hm a reasonable time, as determined by the Developer, after receipt of written notice. In the event of our failure to make such repairs rurep/acenrnnfs wftn a reasmable time aftarrecg#ofsuch w0an notcee from the Developer, we auttwn'ze them to p wd to have said rapairs or replacements made at our expense and we will pay for the costs and charges therefore upon demand. Project Name: Name Owner. Developer's Name Here Landscape Architect. Name Tract Number(s) 11111 Lot Numbers) 1 Signed: rifle: Date of Signature: Address: Telephone: Date of Signature.- 12. MASTER CONTROL VALVES a. Master control valves shall be of the brand, size and type indicated on the irrigation plans. b. The master control valve shall be a switchable normally closed 24 VAC solenoid actuated globe pattern, spring loaded diaphragm type. The valve shall be pressure rated up to 200 P.S.I. c. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. d. The body and bonnet shall be brass and the valve shall have a stainless steel control / shutoff stem and manual operator. e. The valve shall contain pressure regulation and surge anticipation devices as an integral part of the assembly. Type: Rainbird EFB-CP f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve boxes at right angles to adjacent hardscape whenever possible. h. When master valve is grouped together with other point of connection equipment, allow a minimum of 12 inches between valve boxes. 13. BATTERY OPERATED VALVES - Not applicable 14. CONTROLLER SATELLITES - See Controller Spec (This Sheet) 15. CENTRAL CONTROL COMPUTER - Not Applicable 16. COMMUNICATION CABLE - Not Applicable 17. FLOW SENSOR INTERCONNECT a. The flow sensor wire shall be (2) conductor (1 wire copper,1 wire tinned) direct burial shielded cable. All cable shall be certified by Rainmaster Irrigation Systems. b. Flow sensor wire may be extended to a maximum distance of 5,000 feet from the location of the assembly to which it is connected. Wire shall be installed in a 1" PVC Schedule 40 pipe at 24" min. depth. All conductors shall be the same type and shall be of the sizes shown on the drawings as required for proper operation of the systems. Type: Rainmaster EV-CAB-COM 18. WiRE SPLICES a. Conductors shall be installed with no underground splices, unless absolutely necessary and unavoidable. Any and all underground splices that are required to be made, must be approved by the Architect, and shall he placed in a suitable type valve box for easy access. b. Wire splices on the two conductor cable communication wires shall be made with Hydroscape EV-CAB-SPLICE kits 19. LOW VOLTAGE CONTROL WIRING a. Connections between the controller and remote control valves shall be made with ,direct burial OF type wire, installed in accordance with valve manufacturer's wire chart and specifications. . b. Wire shall be soft drawn bare copper meeting the requirements of ASTM specification B-3 or B-8 10°C +60°C. c. Wire shield shall be Polyvinyl chloride, 600C rated conforming to UL Standards 493 and 83. d. Shield shall be surface marked with Paige -Electric, voltage rating, size and type, and UL file number e. All cables shall be tested physically and electrically in accordance with UL Standard 493, and 83 (paragrahs 28.1, 29.1 and 29.2). All reels and cartons shall bear UL labels f. Wiring shall be installed adjacent to the mainline whenever possible and shall never be installed above or below the pipe. g. Where more than one wire is placed in a trench, the wiring shall be taped together using black electrical tape at intervals of 10 feet. Type: Paige 7001-D h. All splices shall be made using sealed waterproof connectors. Type: Paige DBY series, Snap-Tite, or approved equal. I. An expansion turf shall be provided at all directional changes. Expansion curls shall be sufficient length at each splice connection at each electric control valve so that in case of rep air,air the valve bonne t may be brou ght to the surface without disconnecting the control wires. j. Control wires shall be laid loosely in the trench next to mainline at 24" min. depth, without stress or stretching of control wire conductors. A two (2) foot expansion loop shall be located every 100 feet on continuous wire nuns. k. Sizing of the lead wire shall be in accordance with irrigation drawings and manufacturer's recommendations, in no case shall the thickness of the wire be less than #14 AWG. I. All leads wires to be #14 AWG m. All common wire shall be #12 AWG. n. Use continuous wire between controller and remote control valves. Under no circumstances shall splices exist without prior approval. Any splices allowed shall be installed in a labeled pull box. o. All control wires shall be uniform in color. When more than one controller is installed use a different color wire for each controller. . All common wires s and only common wires shall be white in color. When more than one controller is installed use white colored wire with a different color stripe for each controller. Color of the stripe shall match the color of the control wire. 20. VALVE BOXES a. Round valve boxes shall be 10 inch diameter x 10 inch high constructed of rigid polyoleflh, chemically inert plastic, with 6 inch CL.160 PVC. extension sleeves where required. Valve boxes shall have locking plastic covers. b. Valve boxes and covers shall be tan in color. Heat brand box lid with the appropriate identification letters. Type. Round: Carson 910 Type: Rectangular: Carson 1419 c. Identification letters or numbers shall be 2 inch high and heat branded onto the box cover. identification shall be as indicated on the detail drawings. d. Heat branding shall be accomplished using branding irons specifically designed for this purpose. Heat branding shall not weaken or in any way puncture the valve box cover. e Valve box covers sh 11 b to ' a e n in co I PRODUCTS or. Type: Rectangular: Carson 1. GENERAL PIPING Round: Carson a. NOT APPLICABLE f. Round valve boxes shall be used for shut off valves, quick coupler valves. b. Domestic water pipe (Pressurized mainline and laterals) shall be extruded of an improved P. V. C. virgin pipe compound featuring high impact strength. Type: Round: Carson 910 Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P. S. I. hydrostatic design g. Rectangular valve boxes shall be used for remote control valves, master control valves, drip control valves, drip pressure regulator / wye filter stress rating. Pipe shall be white in color. assemblies, flow sensors, and pull boxes. c. NOT APPLICABLE Type: Rectangular: Carson 1419 d. Ultra -Violet Resistant (UVR) pipe shall be extruded of an improved PVC. virgin pipe compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I. hydrostatic design stress rating. 21. SPRINKLER HEADS -Not Applicable e. UVR water pipe shall be manufactured using ASTM G-53 testing for accelerated weathering to resist weakening or corrosion by ultra -violet radiation. Pipe shall be brown colored. UVR water pipe shall use Sch. 40 PVC. fittings manufactured of the same material 22. CHECK VALVES or process the UVR pipe which they are used. : c Type: Pipe: Sun Stop, Pacific Plastics, or approved equal. a. Provide check valves and/or anti -drain valves as may be required b the Irrigation Consultant to prevent drainage of irri ation water from Y q � Y 9 P 9 9 f. Pipe materials shall be used as follows: sprinkler system due to changes in elevation. 1. P Pressure mainline from point of connection P O.C. po (. }through backflow, prevention unit or basket strainer to master valve: Brass. b. Anti -drain valve shall b of s s a e lea du virgin PVC n F heavy duty g construction with xM NPT. Internal parts shall be stainless steel and neoprene. Anti -drain 2. Mainlines (pressurized)1-1/2 inch and smaller downstream of backflow unit: Schedule 40 solvent -weld PVC. unless otherwise noted. valve shall be field adjustable against drawout from 5 to 32 feet of head. 3. Mainlines (pressurized) 2 inch through 3 inch downstream of backfiow unit: Class 315 solvent -weld PVC. unless otherwise noted. Types: Rainbird ACV-W 4. Lateral lines: Schedule 40 solvent -weld PVC. V4" and above unless otherwise noted. 2. PLASTIC PIPE FITTINGS a. Solvent weld pipe, extruded of an improved PVC. virgin pipe compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the 23. FLOW SENSOR a. An irrigation main -line flow sensor shall be installed in accord with Drawings. See Drawings for location. Contractor shall be responsible for the requirements of cell classification 12454E for pipe. Compound shall have a 2,000 P.S.I. hydrostatic design stress rating. installation, hook-ups, materials, components, connections, etc., of the flow sensors for the complete automatic operation of the system. and fittings shall bear the following markings: Manufacturer's name, nominal pipe size, schedule or class, pressure rating P.S.I., NSF, and date of b. The flow sensor shall be manufactured by Data Industrial Company. Install as recommended by the manufacturer and as detailed. e�spoine c. Use Data Industrial 220E brass tee mounted flow sensor for sizes 1"through 1-114" c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shall be low-volitile. d. Use Data Industrial IR-220P plastic tee mounted flow sensor for sizes 1-1/2" through 4" as noted on the drawings. d. All PVC. fittings shall be Schedule 40 PVC. and shall be injection molded of an approved PVC. fitting compound featuring high tensile strength, high chemical e. All splices shall be performed in a dry splice type connected with an empty tube and gel pack tube of sealant. resistance, and high impact strength. Fittings shall conform to ASTM D-1784, and meet the requirements of cell classification 12464B. Where threads are required in plastic fittings, these shall be injection molded also. 24. COMMUNICATION CONDUIT -Not Applicable Type: Spears, Lasco, or approved equal. e. All threaded nipples shall be standard weight Schedule 80, with molded threads. 25. BOOSTER PUMP - Not Applicable f. Nipples on pressurized mainline shall be Sch. 80 Thread One End (T.O.E.) with the threaded side attached to the FIPT device and the SLIP end attached to the pressure mainline with a SLiP coupling. 26. MISCELLANEOUS EQUIPMENT g. Use 3/4 inch size Teflon tape on all threaded ends. a. Hose Bibs: Not Applicable 3. COPPER PIPE AND FITTINGS - Not Applicable b. Thrust Blocks: Not Applicable c. Gravel: All gravel used in valve boxes shall be washed crushed gravel of approximately 3/4 inch size. No pea gravel shall be used. 4. BRASS PIPE FITTINGS d. J-hooks: All pipe installed on grade shall be secured to the ground surface using #4 x 18 inch rebar J-hooks. J-hooks are to be installed a a. Brass pipe shall be 85 % red brass, American National Standard Institute (ANSI), Schedule 40 screwed pipe. minimum of 8 feet on center and as indicated on the irrigation drawings. b. Fittings shall be medium brass, screwed, 125 pound class. e. Stabilizing Rods: All assemblies requiring stabilization shall be equipped with #4 x 30 inch rebar stabilizer rods. Quantity of stabilizing rods shall be as indicated on the detail drawings.f. 5. GALVANIZED STEEL PiPE & FITTINGS -Not Applicable Sprinkler Ties: Not Applicable 6. BACKFLOW PREVENTION UNITS - installed by C.V,W.D g. Identification tags with numbers are required on all valves. Type: Christy Tags (yellow background with black lettering) 7 PRESSURE REDUCING VALVES h. Sprinkler head Swing Joint Assemblies: Not Applicable a. Pressure reducing valve shall be of the brand, size and type indicated on the irrigation plans. b. Pressure reducing valve shall be of bronze and stainless steel construction and be adjustable from 25 P.S.I. to 125 P.S.L. Type: Wilkins 500HLR, Watts 25AUB-HP or approved equal. 8. BASKET STRAINERS - Not Applicable 9. BALL VALVES a. Ball valves 3 inch and smaller shall be of the brand, size and type indicated on the irrigation plans. b. Refer to legend for type. Type: Watts FBV-3 full port brass bail valve 10. QUICK COUPLING VALVES a. Quick coupler valves shall be of the brand, size and type indicated on the irrigation plans. b. Quick coupler valve shall have a body constructed of red brass with a wall thickness guaranteed to withstand normal working pressure of 150 P.S.I. without leakage, with female threads opening at base. c. Quick coupler valve shall have a hinge cover constructed of red brass with a leather like vinyl cover bonded to it in a permanent type of cover. d. Quick couplers used with potable water shall have vinyl covers yellow in color. Type: Potable Water. Rainbird 33DRC e. Quick coupler valve shall be operated only with quick coupler key, designed for that purpose. Quick coupler key is inserted into the valve and a positive, water -tight connection shall be made between coupler key and valve. Type: Rainbird 33DK (key only) f. Locate all quick coupling valves within 12 -18 inch of walks, curbs, header boards, or paved areas where applicable. Locate quick coupler valves inside shrub and ground cover areas when ever possible. Quick coupling valves shall be installed such that valve top will be 3 inch below the lid of the valve box. 11. REMOTE CONTROL VALVES a. Remote control valves shall be of the brand, size and type indicated on the irrigation plans. b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern, spring loaded diaphragm type. c. The valve shall be pressure rated up to 200 P.S.i. d. The valve shalt have a 60 poW test fabric rein mced rfher da~ a&errrdy ae'i'tl'r selkleaft stainless sk# scrw. e. The body and bonnet shall be plastic and the valve shall have a stainless steel control / shut-off stem and manual operator. Type: Domestic Water. Rainbird PEB Domestic Drip Assembly: Rainbird XCZ-100-B-COM f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation: . _ _ _ _ _ . g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve boxes at right angles to adjacent hardscape whenever possible. Where several valve boxes are located in the same area, arrange them in a uniform and orderly fashion. When grouped together, allow a minimum of 12 inches between valve boxes. Do not group more than two boxes together. EXECUTION 1. INSPECTION SCHEDULE a. Contractor is responsible for notifying the Irrigation Consultant and City of Palm Desert inspector 48 hours in advance for on -site meetings and observations. b. As -built drawings must be submitted to the irrigation Consultant and City of Palm Desert Inspector for approval prior to site inspection; no inspection will commence without as -built drawing approval. c. When performing the irrigation coverage test, the contractor shall be responsible for having a two-way communication system or sufficient personnel, so that the directions from the inspection area to the controller of the system can be readily accomplished. REFER TO CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE for timeline of inspections. 2. WATER SUPPLY a. Utilize existing water meter and backflow prevention unit installed by C.V.W.D. b. Connections to the existing water meter shall be at the meter location shown on the drawings. Minor changes caused by actual site conditions shall be made without additional cost to Owner. c. Any R.P. backflow prevention unit shall be tested by a certified backflow prevention technician and its operation certified in writing. Landscape Contractor is to arrange and pay for all testing and certification fees. The original written certification of the backflow prevention unit is to be submitted to the Irrigation Consultant 3. LAYOUT a. Layout irrigation heads and make any minor adjustments required due to differences between site and the drawings. Any such deviations in layout shall be within the intent of the original drawings and approved by the Irrigation Consultant and the City of Palm Desert. b. Lay out all irrigation equipment using an approved staking method, and maintain the staking of approved layout. c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to equipment installation. d. Before starting work on irrigation system, determine that work may proceed without disruption of activities of other trades. e. The contractor shall carefully check grades to ensure that the area is safe to begin work. f. Contractor is responsible for taking all reasonable investigative actions and precautions, when working around any utility system. Underground Service Alert shall be utilized where possible. g. Contractor shall be responsible for verification of site conditions and minor revisions as approved by the Irrigation Consultant and the City of Palm Desert to insure 100% irrigation coverage in all areas. h. In the event that there are changes to the original irrigation drawings a letter will need to be submitted to the Irrigation Consultant and the City of Palm Desert. 4. ASSEMBLIES a. Routing of irrigation lines as indicated on drawings is diagrammatic. Install lines (and various assemblies) to conform to details on plans. Whenever possible, place all irrigation gate valves, remote control valves, quick couplers, pull boxes, etc. in the shrub planting areas. irrigation elements drawn in hardscape areas on the plans are for graphic clarity only and intended to be placed in shrub planting areas. b. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. c. Install all assemblies specified herein according to the respective detail drawings or specifications, using the best standard practices with prior approval. d. Assemble brass pipe / fittings and plastic pipe / threaded fittings, using Teflon tape applied to the male threads only. 5. LINE CLEARANCE a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. b. Do not install parallel lines directly over one another. 6. TRENCHING a. Dig trenches and support pipe continuously on bottom of trench. Lay pipe to an even grade. Pipe shall be snaked from side to side to allow for expansion and contraction. Trenching excavation shall follow layout indicated and as noted. Where lines occur under paved area, these dimensions shall be considered below sub - grade. b. Provide the following minimum covers: I. Pressure mainlines (Common area) 24 inches ii. Non -pressure lines (Common area)12 inches III. Control wiring (Common areas) 24 inches 7. BACKFILLING a. Initial backfill on all lines shall be of a fine granular material, not larger than 1/2 inch diameter. b. Compact backfill to dry density equal to 95% compaction, conforming to adjacent grades without dips, sunken areas, humps, or other irregularities. c. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas, and a minimum of 2 inches on all other piping. d. If settlement occurs and subsequent adjustments in pipe, valves, irrigation heads, turf or other plantings, or other construction are necessary, the contractor shall make all required adjustments without cost to the Owner. 8. FLUSHING THE SYSTEM a. After all irrigation pipe lines and risers are in place and connected, and prior to installation of irrigation heads, the control valves shall be opened and a full head of water used to flush out the system. b. Sprinkler heads shall be installed only after flushing of the system has been accomplished where all debri has been flushed out of the system and to the complete satisfaction of the Irrigation Consultant 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: a. Trenches loc ated under areas where paving, asphaltic concrete or concrete will be installed shall be backfllled with sand and compacted in layers to 95 % compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in flush with the adjoining grade. The irrigation contractor shall set in place, cap and pressure test all piping under paving prior to paving work. b. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. However, no hydraulic driving will be permitted under asphalt paving. c. Provide a minimum cover of 18 inches between the top of the pipe and the bottom non -pressure piping (laterals) installed under asphaltic concrete paving. d. Sleeves shall be two times the diameter of lateral line, mainline, and wire bundle size, and a minimum of 2 inch size. Install separate sleeves for each use. e. Under public roads, all mainlines and lateral piping must have a minimum cover of 36 inches from the top of the pipe to the bottom of aggregate base or per local code. f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement, and/or if existing pavement is city sidewalk, notify the City of Palm Desert. All necessary repairs and replacements shall be approved by the Irrigation Consultant and Owner at no additional cost to the Owner. 10. CONTROLLER a. The contractor shall install a new controller as specified on the irrigation drawings. b. Controller shall be installed in the locations indicated on the irrigation drawings and approved by the Irrigation Consultant. c. Contractor shall install separate conduits for control wiring, ground wire and electrical power wires as required. 11. COMMUNICATIONS CABLE - Not Applicable 12. IRRIGATION HEADS a. Install irrigation heads as indicated on the irrigation drawings. b. Spacing of heads shall not exceed the maximum indicated. In no case shall the spacing exceed the maximum recommended by the manufacturer. c. Heads along curbs, walks, paving, etc., shall be placed 1/2 inch above finish grade. d. Final sprinkler head heights shall be as indicated on the irrigation detail drawings. All sprinkler heads installed adjacent to hardscape features shall be located min. 18 inches off the edge of the hardscape feature for turf and shrubs. e. All irrigation heads shall be set perpendicular to finish grades unless otherwise indicated on the plans. 13. TREE IRRIGATION a. The tree bubblers shall be nozzles constructed out of heavy duty plastic, configured for use with 1/2" male threads. b. Bubblers shall utilize check valve under nozzle to prevent low head drainage. c. Bubblers are pressure compensating full circle pattern. Type: Rain Bird 1400 series 14. ADJUSTING THE SYSTEM a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to eliminate over spray onto walks, roadways, buildings, walls and other structures. b. if it is determined that adjustments in the irrigation equipment do not provide adequate coverage, contact the Irrigation Consultant so that adjustments can be made, prior to any planting. 15. COVERAGE TEST a. When the irrigation system is completed, perform a coverage test in the presence of the Irrigation Consultant to determine if the plant and tree material is recieving complete and adequate water. b. Complete Irrigation application must be accepted by the Irrigation Consultant. Fumish all materials and perform all work required to correct any inadequacies of application due to deviations from the plans or where the system has been willfully installed as indicated in the drawings, when it is obviously inadequate or inappropriate, without bringing this to the attention of the Irrigation Consultant. This test shall be accomplished before any plant material is planted (excluding trees). 16. TESTS a. All piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and approved watertight, prior to the paving operation Make hydrostatic tests only in the presence of the Irrigation Consultant and City of Palm Desert. No pipe shall be backfilled until it has been inspected, tested, and approved in writing from the City of Palm Desert, Allow 48 hours lead time for pressure testing inspections. b. Furnish necessary force pump and all other test equipment. c. Test all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. d. All testing shall be approved prior to the installation of remote control valves, quick couplers, or other valve assemblies. 17. COMPLETION CLEANING: a. Upon completion of the work, make ground surface -level, remove excess materials, rubbish, debris, etc., and remove construction and installation equipment from the premises. 18. LICENSE a. All work shall be performed by a C-27, California licensed landscape irrigation contractor. END OF SECTION SEE CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE FOR IRRIGATION RELATED INSPECTIONS, EAGLE Irrigation Controller Specifications 1.0 BASIC RME SERIES FEATURES 1.1 Standard Programming Capability The controller shall have: - Four (4) independently controllable irrigation programs, with fire (5) selectable start times, for a total of 20 possible irrigation cycles per day. - Runtime(s) for each station can be set from 1 minute to 9 his 59 minutes per station, in one -minute increments. - Quick Station(s) programming to allow rapid programming of an entire block of stations, with the same runtime. - Water Days for each program can be based on a seven-day cycle or a skip -by -day cycle, which allows a program to skip from 1 to 30 days between watering cycles. The water days can be restricted with the selection of ODDIEVEN calendar days. - Manually activated system check/syringe, cycle to sequentially run each station for a user selectable time, with a range from one minute up to nine minutes. • Manually activated program cycle to execute a program independently of its programmed start time and water days. - Manually activated station cycle to operate a single station for a selectable period of time from 1 minute to 9 hours 59 minutes. • Programmable Master Valve to utilize and control a Master Valve on a per program basis. - Configurable Master Valve Type to select either a Normally Open Master Valve or a Normally Closed Master Valve. • Programmable pump independent of the master valve on a per program basis, - Programmable stacking or non -stacking operation of the programs. In the event that programmed start times either within a program or between programs should overlap, or coincide, the controller can either be programmed to sequentially execute one program after the other program has completed (Stack Mode) or to simultaneously execute all programs as their programmed start times occur (No Stack Mode). Programmable delay time between station execution. The programmed delay time can be between 0 to 255 seconds (4 minutes 15 seconds). This capability allows slow -closing valves to completely shut off, before the next valve turns on, 1.2 Water Conservation Features The controller shall have: - Flow sensing and control (refer to section 2.0) • Evapotranspiration (ET) based scheduling (refer to section 3.0) - Percentage adjustment on a per program basis to allow an increase or decrease of all station runtimes within that program. The percentage shall allow adjustment from 0 to 300% in 1 % increments. -Programmable rain shut off in order to delay the start of irrigation after a rain storm. The controller shall not water during the programmed delay period (from one to seven days). After the delay period has expired the controller shall return to the automatic mode of operation. • Manual Rain Switch (Automatic Watering - No Watering) provides a means of quickly turning off all irrigation programs without disturbing the stored program(s). When the switch is placed in the No Watering position the display shall show "RAIN OFF" Connectivity for any one of the following: rain, moisture, or freeze sensor device. The enabling of this device can be performed on a per program basis. When the sensor is "active" irrigation shall stop and the display will indicate that the sensor isactive. This feature allows non -irrigation programs to execute independent of this device, - The ability to select either ODD or EVEN day watering on a per program basis. (When either of these features are selected, the controller shall not water on the 31st day of the month.) • Selectable cycle and soak irrigation programming or conventional programming on a per -program basis. • Programmable cycle runtime, Max Cycle Time, and Soak time on a per station basis. • Automatic minimization of the water window by intelligently scheduling station starts when other stations are satisfying their SOAK TIMES. • Controller supports Quick Station programming in the Cycle and Soak programming mode. -' The controller provides a display of the total runtime of the program using the REVIEW feature of the controller. The cycle and soak feature intelligently displays the total runtime of the program, the controller considers all soak delays, optimized program features, water budget percentage and inter -station delays. • Optimized water savings. Re -calculated station run times are executed to the nearest second. 1.3 Convenience Features The controller shall have: - Easy to understand and use keyboard layout, provides ease of use during programming and review. • Multiple displays provide a simple way of programming and information review. • During program execution the controller shall display the executing program number, the flow in GPM, and the station runtime countdown in hours, minutes and seconds. • Programmable Controller Security Access code to prevent unauthorized use or modifications to be made of the controller's programs. This feature is enabled by entering a security access code from 1 to 4 digits in length. Review key to display all program parameters on a per program basis. Successive invocation of the key shall display program parameters one by one. Depression and subsequent hold of this key shall allow rapid review of program parameters. " " 1.4 Diagnostic an d Fault Detection T he n co troller shall have: • Programmable rogrammable audible alarm. When enabled this alarm wnti chap once every six seconds for ' r erthe an electrical field wire fault or any flow fault condition. The alarm will continue until reset by the user. -Automatic field wire fault detection enables the controller to sense a short in the field wire and instantly turn off that station. The display will report the fault condition any time a field wire fault occurs. Additionally an audible alarm will "chirp" (if enabled, once every six seconds) until it is reset The controller will automaticalty advance the fault u station to the next programmed station. •Built-in self -test allows you to test various internal circuitry utilizing built-in test capability. - Non-volatile memory to retain the programs) and controller infomration during power outages or seasonal shut downs. This information is maintained indefinitely. • A "real time" clock with non-volatile backup to maintain the actual date and time during power outages without the need of batteries. This eliminates the need to reprogram the clock every time there is a power outage. • Advanced circuitry to automatically monitor internal voltages and reset on -board microprocessor circuitry during power "brown -out" or error conditions. • Automatic electronic fuse which resets intelligently based upon need. (No user fuses or circuit breakers to reset or fail.) - Intelligent resumption of program execution after power outages to ensure that program starts are not lost. The controller intelligently schedules irrigation after any outage while preserving the original water window. • Automatic detection of main line water breaks. Upon detection the controller shall: shutdown all active irrigation, energize a normally open master valve (if selected), condemn any future start times, trigger audible and visual alarm indicators. - Automatic detection of unscheduled water flow. Upon detection the controller shall: activate the normally open master valve (if selected), condemn any future start times, trigger audible and visual alarm indicators. • Automatic detection of upper stations flow limit. Upon detection the controller shall: turn off the fault station, advance the program to the next station, condemn the station from any future watering times, trigger audible and visual alarm indicators. 2.0 FLOW CAPABILIITES The controller shall have: - Programmable flow to enable or disable the flow sensor features. - Programmable flow sensor pipe sizes for standard Rain Master flow sensors (1.0,1.25,1.5, 2.0, 3.0, and 4.0 inch). Non-standard pipe sizes are also programmable. • Inputs for connectivity to a flow sensor. The controller shall read the frequency of the sensor by sensing each time a contact closure appears at the input The controller shall source +8 VDC to the sensor. • Programmable main line flow limit from 1-999 GPM defines the maximum allowable flow during scheduled irrigation. • Automatic detection of main line water breaks. Upon detection the controller shall: shutdown all active irrigation, energize a normally, open master valve (if selected), condemn any future start times, trigger audible and visual alarm indicators. - Programmable unscheduled flow limit from 0-999 GPM defines the maximum amount of flow which will be tolerated during unscheduled irrigation periods. • Automatic detection of unscheduled water flow. Upon detection the controller shall: energize the normally open master valve (if selected), condemn any future start times, trigger audible and visual alarm indicators. • Programmable station upper flow limits from 0-500 GPM. - Automatic detection of upper stations flow limit Upon detection the controller shall: turn off the fault station, advance the program to the next station, condemn the station from any future watering times, trigger audible and visual alarm indicators. - Programmable flow check delay between one and six minutes (one minute increments). This delay allows stations to stabilize each time a station is turned on/off before limit checks are applied. • Automatic monitoring and display of measured station flow in Gallons -Per -Minute (GPM) from 0 to 999 GPM. • Controller utilizes automatic LEARN mode for setting individual station flow limits for the entire controller. A global percentage adjustment from 5% to 80% is used to automatically factor upper flow limits for all stations once the nominal values have been measured. Single station flow limits can be setup based upon the measured nominal flow or a manually entered value (0-500 GPM). • Intelligent upper4imit processing for concurrent station operation. - A water usage meter indicates total water used by the controller. The water usage meter can be reset at any time. 3.0 EVAPOTRANSPIRATION (ET) FEATURES OF THE RME EAGLE 3.1 ET Operations The controller shall have: - Ability to enable or disable ET processing on a per program basis. • The ability to use any one of four different ET sources as the basis for its ET calculations: 1. Historical ET data 2. Manually entered ET data 3. Rain Master ET measurement device or equivalent 4. Downloaded ET data from the internet (requires optional hardware) The ability to input and store Historical ET data on a monthly basis (12 months); the data is based on a daily average, at the geographic location of the controller. - The ability to store an ET reference value. This value is used during the adjusted station runtime ET calculations. • The ability to automatically re -compute the user entered station runtime, at the moment of irrigation, utilizing the current ET information. The station runtime is evaluated and adjusted based on days since last irrigation. The controller automatically compensates for changes in weather patterns between irrigation days. - Accept a manual operator entered weekly ET value. The manual entry will override previous entered or accumulated ET data. At the end of the seven day period the controller will automatic revert to utilizing Historic, device, or Internet provided daily ET data. • Connectivity to an ET measuring device such as a Rain Master Weather Station. The controller shall record .01 of an inch (ET ) each time a contact closure appears at the input. The contact closure shall be between .2 seconds and 2.3 seconds induration. The controller shall source +5 VDC to the device -The ability to display the last ET daily value including the source ( historical, measured, manually entered, or Internet). • Ability to display the current adjusted runtime as a percent of the base runtime for all ET enabled programs. 4.0 AVAILABLE RME EAGLE OPTIONS The controller shall have: - Ability to connect to a Rain Master communications card (iCentral) to provide connectivity to the internet - Ability to interface to a Rain Master Weather Station for direct ET measurements. • Ability to connect to a Rain Master Flow sensor or other flow sensor evice. - Built-in remote control capability for compatibility with all Rain Master remote control systems. • Connectivity for any one of the following: rain, freeze, or moisture sensor device. The enabling of this device can be performed on a per program basis. This feature allows nonarrigation programs to execute independent of this device. - Availability in a variety of enclosure options including: standard cold rolled steel enclosure with power coat paint, extended size cold rolled steel enclosure with station screw terminals, extended size stainless steel enclosure with station screw terminals. - All extended size enclosures are available with optional heavy duty lightning protection REFER TO RAINMASTER WEB SITE FOR MORE INFORMATION ABOUT EAGLE CONTROLLERS: http:/twww.rainmaster.com/eagle.htm land arc+west 3901 westerly pl. suite 111 newport beach, ca 92660 LIC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT r• _A . ,., ,. ' ' ti . . WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRYRD, ORANGE, CA 92868 (714) 835.2068 (714) 835-2168 FAX T� SHEET CONTENTS IRRIGATION SPECIFICATIONS RECEIVE D AUG 242106 CITY .1PC R2$ DES r Revisions. - No. Revision Description: BID SET 10/24/OS BID SET 03/14/06 Al WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 113 RETAIL 7/ JOINT COST ADDITION F_ W Date 9 G-24-05 Drawn Byi P M Checked R G INt 0 Job us 03-1170 Plot Date, 0 5- 2 3- 0 6 Plan Sets F C0 L...2007 >- Z SHEET 19 OF 26 w i THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT land a r C + west i CONTROLLER'O' JOINT USE CONTROLLER 'ErMAIL Turf Rooting Depth 2" SEASONAL PERIOD JANFEB MAR APR MAY JUN JUL Aur, SEP OCT NOV DEC Tu{Rocift Dapth Y SEASONAL pE�D JAN 19113, MAR APR MAYJUN � JIUG SEP OCr NOtt 0EC i 3901 westerly pl. suite 111 City of Palm Desert Shrub epletion eRooting «a 30% SEASONAL 13 27 .3e 26 0eplatbnFactar 30Yi SEASONAL ------ NLYETe 13 27 40 11 ne beach,ortca92M i ' amity of Palm Desert tY - 40 lei:-(9as) 224-0040 s f Water Calculation. Chart Water Calculation Chart soNType(rtrraq SandyLoarn CYCLESPERWEEK•TURF 8 17 25 24 16 7 &oN7 ��/ /y Ewdi capaO'Ry 14% TURF CROP COEFFICENT A3 !a A2 J O 75 •� " ■ � ype tTe>mu� SarldyLoam CYCLES PER WEEK �rURI= a 17 25 24 M r fax: 949 224-0044 Water �t r Meter # t Field capacity 14% TURF CROP COEFFICIENT b3 90 $2 90 .75 6S Water Meter # R1 ei PnrmaneKWlkPofnt 6% Panl»attattWlkPotnt &% Apparent Specific Gravity 1.50 CYCLES PER WEEK - SHRUBS 3 4 5 5 4 3 Apparart Spedf o GrMy 15D CYCLES PER WEEK. SHRUBS 3 4 5 5 4 3 Maximum Water Allowance Maximum Water Allowance (mwA) C CLIMATE MICROADJ PRECIP SPKLREFFIC. ROOT DEPTH IRRIGAW J/NFES MAR APR MAYJUN�TIMEJUL AUG SEP OCT NOVOEC STA PLAWTYRE War c Ke SPRWLERTYPE QICROCLWATE � PRECIP SPI(Mu C. IT DEPTH 1 � JAWfa MAR APR MAYJUN JULAW Sep OCT NOVt7EC CONSULTANT S F"TimEs STA PLANT TYPE Water Usage Kc SPRIht(LERTYPE MICRO MA FACTOR pnArt) (in) RCT � FACTOR (ixAtr} {p11 RC'r Sq tie Footage Calculations Square Footage CalCfv€laiions 1 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 1 Tree Medurn 0.50 Rainbird 1401 East 75% 1.65 80% 4 94% 6 8 i6 9 a 4 2 Tree Medium 0.50 Rainbird PC Series Full Sun 100% 1.65 90% 4 125% 7 11 13 12 10 6 2 Drip Median 0:5D RairtNrdPC Series NORTH 60% 1.78 90% 4 67`>i S 5 6 $ b 3 j Tree & Shrub Square foot 9.0 Tree 8` Square ot �0 3 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 3 Tree Medium 0.5D Rainb d 1401 West 05% 165 80% 4 106% 4 8 11 10 9. 5 ! Tad square foot 0 7'ud square rant D ioui square foot CobbwBoulder. 0 4 Tree Medium 0.50 Rainbird 1401 Full Sun 10D% 1.65 80% 4 125% 7 11 13 12 10 6 4 flop Me[62m 0.50 Rainbird.PC Sew Wiest 85% 1.78 90% 4 94% 3 8 9 8 7 4 Total Square four CAquare footage a 0 5 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 90% 4 125% 7 11 13 12 10 6 6 Tree Median 0,50 Rainbird W1 Full Sun 100% 1.65 80% 4 125% 7 t1 13 12 10 $ Total V1ta#:erfeature Square footage 500 i`oaN W'aRedeatrue Square footage 0 - .?L• Total Laaildscape Square foot 33,801 6 Tree Median 0:50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 6 Tree Medium 0.50 Rambud 1401 Full Sun 100% 166 W% 4 125% 7 11 13 12 10 $ v Total Landscape Square foot 9 725 7 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 7 Drip Medium 0.50 Rainbird Series Full Sun 100% 178 90% 4 111% 6 9 10 16 8 3 ZO»e 1Va. Eto water Acy. Total Conversion Ctors Oita rate t 34: tt� Water Ad}. ToCa l rlver�an Plc ots Ufa 8 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 6 Tree Medium 0.50 Ramb�d 14D1 F A Sues 100% 1AS 80% 4 125% 7 11 18 12 i0 8 Favor S ft. MWA Favor Sq. ft. MWA I q• 9 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 B 5 9 Drip Metfitm 0.50 Reatcird PC Series East 75% 1.7$ 90% 4 83% 4 7 8 7 $ 4 1 57.01 0.5 0.62 7 0 1 577101 0,5 0 0,62 748 10 Drip Medium 0.50 Rainbird PC Series EAST 75% 1.78 90% 4 83% 4 7 8 7 6 4 10 1.00%. 2 SSa2 0.5 0.62 7 0 2 '66,82 0. 0 0.62 7 s t 3a 75 05 062 7 0 Sur 7 0.5 0 0.62 7 11 Drip Medium 0.50 Rainbird PC Series EAST 75% 1.78 90% 4 83% 4 7 8 T 6 4 ff 1t)0% 3b $$ 0.5 0 0,62 7 0 3b SS 0.5 0 0.62 748 0 12 Tree Median 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 'P 100% 4 93 0 5 972 0 62 748 378. 1 4 $3.8 9.5 33501 0.62 748 1315.35212 13 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 60% 4 125% 7 11 13 12 10 6 13 10D% WATER CONCERN LTD 14 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 44 1 100% 2[ �r�+l� 15 Drip Medium 0.50 Rainbird PC Series West 85% 1.78 90% 4 94% 5 8 9 8 7 4 100% LANDSCAPE IRRIGATION CONSULTING 16 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 90% 4 111% 6 10 11 11 9 5 16 IDD% 932 TOWN AND COUNTRY RD, ORANGE, CA 92iit68 Estimated Water Use W 100% Estimated Water Use ,s 100% to � (714) 833-2068 (7'14) 835.1168 FAX j Total. Number of plaits 1-- 270 TOW Number of plants �i�" -� 1s 100% � 10h 20 100% 1 Number of ants water use % Of Total L a nee scape Square Footage !Number of fattts by water use % of TOE Landscape $mare l:oatacte 21 100% 25 10016 f LOW 125 0,463 4506.944 1 LOW 405 OA67 7SMa94 21 100% 2 Lbw)Mod 8 0.Wo 288444 2 LowlMod 25 0.029 974.654 22 100% 22 100% 3 Mad 95 0.352 3425.278 3 Mod > 314 0.362 '12241:O54' 23 100% 23 11709s 4 Mod A Hi 0 O,ODO a000 4 Mod 114 0 O.00D 0,000 24 100% t0 % S High 0 0.000 0.000 5 Nigh 0 0.000 0.tX60 6" Low Trees 14 0.052 504.778 6 Low Trees 40 0.046 1559:44i3 RUN TIME TOTALS 7LawJMod7rees 14 0.016 545;Zg1{r RUN TIME TOTALS ControlerRun Time Chad tbrsro6erRrrnTimeQral r 7 LOw1Mod Trees 4 0.015 144.223 PLANT TYPE fi Mod' Trees 4 0.016 144:222 8 Mod Trees 51 0.0% 1988.294 PLANT TYPE AREA JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AREA JAN FEB MAR APR MAY JUN JULAUG SEP OCT NOV t1EC 1,$0 3.50 9 ModlHi Tree 0 0.000 0,000Shrulbs 9 ModlMl Tree 0 XWE"A 1,a- W z 0.Ow D.OW Turf x Tuf 160 ' T' A H ,. �� kw tit OA74 721':111 10'H�hTrees 18 0.021 701:751 Shrubs <, ,r� , 1� 10 hTrees 20 a,5It °rrrt�r.xl��. Sloe 2.50 n, $ rr fiJ Slope 140 ",, r kr Total 270 Total $6? Slope i x.; t20��. Tree 54 85 100 95 81 45 Tree 31 50 55 q7 26 t "a 9735:000 U. 33809.0DQ 1 77 73 35 2.00 max;Drip1.Ov 1 Drip 4 65 62 Fe � a. t13 34 32 27 15 r. ll ��y{ „' LO I'I "Rilt7�r._ - = 1.50 5�.� ,k Y+�c-S?` h � ,� h €",,�,� Total Area Sq. fit.1.00 a?'� � �>•* R.. fi�++�' �,� -�„ rye '� PianiNntgatiOn System Type. Zone Irr. WE Area Seasonal Plait Factor. P1anUlr' anon 3 stem Zone Irv. Bit Area Seasonal PtartPactiar Total Area Peres a. v x , y Totci Area Aar 5 0.50 mm , U 020 w s > I S rat l8ublDd 4 0.9 4507 1 LOYrShrub S rat ABubdDri 4 0.9 7119 Ss r Zonal Eto a4em Area Conversion Factors Eatlntaled 0.00 GRAND TOTALS MINUTES 5D 78 9z 87 74 41 Season 2artalEto Want Area CotwessionPactors Estimates! GRAND TOTALS MINUTES 95 150 177 168 143 � JANFEB MAR APR MAY JUN JULAUG SEP OCT NOVDEC JANFEB M4R"APR MY JUN JULAUG SEP OCT Nov1JF1G Value Factor s . fL 0.62 748 Uri. Eft Ysfetaruse GRAND TOTAL HOURS 083 130 1.54 IA5 1,23 0,69 Value Factor sq, % O.r52 748 tttL Elf- tArateruse GRAND TOTAL HOURS 1.59 2.51 296 ' 2.80 2.38 1.33 Month � 20.69 :2 9 4.62 748 0.9 17.1 n9 . 2 1 0.62 748 0: -1 ummer 5.9 0,2 0.67 748 0.9 47• met 57,29 0.2 1 89.39 0.62 748 0. 1 a0 �Mnttr Z z 15.97 0.2 4iWO.944 o.e2 748 0.9 13:2 aft -waster 15.97 0.2 157W 0-62 748 0. 46: r TOTAL 273.2 TOTA! 9Ld W z ar�rlr. T� cr Pia 5' T Zom 1rr WE Area i r: P!!a * lion! 3 m Zone Irv. Eff. AM 3ba l rim t P�Ir. I0S 1Bub! ip 4 01 288.444 2 LowlMod Shrub 5 ABubimmri 4 0.9 974ANI 2 LowdMod Shrub V season Zonal Eta Plant Area Convefsbn Factors Estimated Season Zonal Bo Plaint Area Comersioa Factors t admaaa ' - value Factor 94. R 0.62 748 arcs. Eff. WasarUse. Value factor ft 0.62 748 Irti. Ctf: WatbrlJse ring 20. 0. 288.4444 0,62 748 0.9 1. (19 20.69 0. 974.654 0.82 748 0: 8. u0mmer 67.29 0,35 288- o.62 748 0.9 5. miner 5729 0.35 974.854 0.62 748 0.9 16: ie■.to J a#I-WMrer 15,97 0.35 28L3.44 0.82 74s 0,9 1, ail -Winter 15.97 0. 974.654 0.62 748 0.9 5. THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY O Ti3TAL s:7_ oTAL s THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY0 Plan fiat S stem T Zone irr. Eff. Area Seasonal Plant Factor: Plantitrri ation S stern T Zone irr. Eft Area Plant Factor: CONTROLLER V JOINT USE S It3ublOri -7-0.9 3425 278 3 Mod heals Pra ub! z W 0. 1 1.654 3 Mod S rut, CONTRt}LLER'E' RETAIL w / ` lY P Se29ern 20IGa1 110 Plant Area CWrversbn Factors Estimated 0) =) < W ir Season Zonal Ex0 Plant Area conversion Factors Estimated Turf Rooting Depth 4" SEASONAL PERIOD JAN FEB MAR APR MAYJUN JUL AUG SEP OCT NOVDEC wow t value Factor ft 0.62 748 Irri. Ett wateruse Value Factor sq. ft 0-62 748 irri. Eft Waterose ■ ■ 5 1 41. 0.G1 748 0: 11 TurfRootingoap�r 4" SEASONAL PERIOD JANFEB Mi9iAPR MAYJ6IV JULAt10 SEP NOVDEC CC r rag 20,69 05 5. 7 o.62 748 0,9 reJ Shrub Rooting Depth 7" SEASONAL GAILY ETo 13 27 .40 38 .26 .11 ummer 57.29 0.5 3425,27 0.62 748 0.9 90. mar 'S?:Z9 0. 17141. 0.62 748 0. 32 all -Winter 15.97 0.5 :2 0.62 748 0.9 25.1 all-Wtmter 15.8 0.5 12241, 0.62 748 D. �, DeplcitonFartor 30!6 Shnr6Rooang0ep4Ft 7' �ASONiALDNLY£t'e .13 ,27 .40 .38 T8 .ii Depletion Factor 30% TOTA! 14$.1 TAT, �. 1 ® -+ SoNType (Texarral) Sandy loam CYCLESPERWEEK-TURF 4 9 13 12 B 4 '® PtantfirrigationSystemType: Gone lrc.Ef°G Area Sasrsn iPhnttcaetor Plantfil!q alionSysttemType: Zone Irr.Eff. Area SerasonalPlotFactor: SoNType(Texatrat) Sandy Loam CYCLESPERWEEI(-TUgF 4 9 13 12 8 4 S�rayl lJ p 0.9 O.t O 4 Mod/High shrub S ublDri 4 0.9 OAM 4 ModlHi h Shrub Field Capacity 14% TURF CROP COEFFICIENi 63 90 .92 .90 .75 $5 Season Zonal Eto Mart Area Corners" Factors Estimated Season zonal M Plant Area Cone Factors Eadmated Permanent Wilt Point 6% Field hlt Point 14% TURF CROP CO�FtC1ENT A3 90 22 90 .73 65 value Factor . ft 0.62 748 Iiri, EftweterUse Value Factor fl 0,62 748 Int. Eff. wdMr Usa Perrrranent411l1t Point f>96 ' rutg 20. 0. 0.62 748 9 20, D 0.62 748 0. AppZ2rt Specific Grawy 1.50 CYCLES PER WEEK- SHRUBS 3 4 5 5 4 2 miner 20.69 0.65 0.62 74a 0.9 miner 0. 0 0.62 748 0, Apparant9peclfteGravTty 15Di CYCLES PER ST INS 3 4 5 5 4 2 0 W all -Wiener 5729 0.65 0 0.62 748 0.9 an -winter t5.29 0.65 0 0,62 748 0.9 RUN TIMES ~` ��v� � .,. RUN TIMES TOY O.a TOTAL 0.0 0 MICRO ADJ PRECIP ROOT DEPTH IRRIG ADJ STA PLANT TYPE Water Usage Kc SPRINKLER TYPE MACRO CLIMATE SPKLR EFF1C. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MK:ROAD) PRECIP ROOT DEPTH "M ADJ Q FACTOR pn►ltrl (in) PCT STA PLANTTYPE WawUsaga Kc SPRiWLERTYPtE MCROCLWATE FACTOR parrot SPKLREFFIC. (�) JANFEB MAR APR MAYJUN ALAUG SEP OCT NOVDEC PCT > PlarrMrrigaiton System Type: Zone hr. Eff. Area 8eaaonel Plant Factor: PlalitArrigatlon System Type: Zone Ur. Eft Area Seasonal Plant Factor: _ 1 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 7 111% 6 9 10 10 8 T 1 Tree Medlin 0.50 Rainbird 1401 East 75% 1 U� 80% J 94% 5 d i0 9 8 8 ®• j S r ub/Qrip 4 0.9 0.000 5 High Shrub S r ublDri 4 0.9 O.ODO 5 High h Shrub 2 Tree Median 0.50 Rainbird PC Series Full Sun 10Q% 1-65 8% 7 1250% 68 108 127 120 102 86 Season Zonal Eto Plant area lassa- Estimated Season Zonal Eto Plant Area Estimated 3 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 2 DtF Median 0.5fl RambrrdPC Series NORTH 6D% 118 90% 7 671s 3 S $ 8 3, 4 Value Factor . R. 0.62 748 Irri. ER. Water U se Value Factor sq. n. 0.62 748 Iry . EB. Water U se 3 Tree fitedun 0.5I1 Rainbird 1401 Wes! 85% 1 fi5 8D% 7 106% 6 9 11 10 9 7 sq 1 11 13 12 10 9 1 % 1. 80% 7 25% T 4 Tree Median 0.50 Rainbird 140 Full Sun 100 65 4 d P West % 176 % 7 94% 5 8 9 8 Spring 20.69 0.8 0 os2 748 0.9 spring 20.69 0.8 D 0.62 746 0.9 � Me<hrm 0.50 Ram€xr PC W 86 90 7 a _ .... ®_ ,, ._ Q ummer 57.29 0.8 0 o.s2 74e 0.9 summer 57.29 0.8 0 o.6z 7aa 0.9 5 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 5 Free Median 0.50 Ratrrbid 1401 Full Sty IW% 1.65 90% 7 125% 7 11 13 12 10 9 //� 6 Tree Median 0.50 Rainbird 1401 Full Sun 100% 1.65 fl0% 4 125% 7 11 13 12 10 9 Fall -winter 15.97 0.8 0 0.62 748 0.9 Fall -winter t5.97 0.8 0 0.62 748 0.9 i Thee Me4tm 0.50 Ra nbrd 1401 Full Sun_ 100% 113Ci 80% 7 125% 7 11 13 12 10 9 �® TOTAL 0.0 TOTAL 0.0 7 Drip Mediurn 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 7 111 % 6 9 10 10 8 7 1 Drip Merton 050 RainbirdPC Series Full Sun 100% 1,78 90% 7 111% 6 9 10 10 0 7 CC ! 8 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 9 8 Tree Medilm 0.50 Rainbrd 1M}i Full Sum 10096 1.65 80% 7 12996 1 41 1S 12 10 9 s�tssn TREES TREES 9 Drip Median 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 1 9 Drip Medium 0.50 Flakird PC Series East 75% 1.78 90% 1 83ii 4 7 8 r 8 3 10 Drip Median 0.50 Rainbird PC Series EAST 75% 1.78 90% 7 83% 4 7 8 7 6 5 10 100% a PlginMrrtgation Systern Type. Zone hr. Efi Arm Seasonal Plant Factor. Plantlirdgadon System Tie: Zone irr. Eff. Area Seasonal Plant Factor: 11 Drip Median 0.5D Rainbird PC Series EAST 75% 1.78 90°6 7 83% 4 7 8 7 $ 5 tit 100% S r ubMill 4 0.75 504.T78 6 LOwTrt S r ublai 4 0.75 1669.446 6 Low Tree �® 12 Tree Median 0.50 Rainbird 1401 EAST 75% 1.65 90% 7 94% 5 8 10 9 8 6 t2 Season Zonal Eto Plant Area Converslon Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor . n W;2 748 Ion. Err. Water se Value Factor s . fit 0.62 748 Im. Ett. Water use 13 Tree Medium 0.50 Rainbird M01 Full Sun 100% 1,65 00% 7 125% 7 11 13 12 10 9 13 _. 100% Spring 0.62 748 Spring 20.69 0.2 1 59,446 0.62 748 0.75 7,1 14 Drip Medium- 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 14 100% summer 5Z29 0.2 504.7778 o.62 748 0.75 6.3 summer 57,29 0.2 1559.446 0.62 743 0,75 19.7 15 Drip Median 0,50 Rainbird PC Series West 85% 1.78 90% 7 94% 5 8 9 8 7 6 15 ION Fall -Winter 15.97 0.2 504.7778 0s2 748 0.75 1.7 Fan -Winter 15.97 0.2 1559.446 062 748 0.75 5.5 16 Tree Mediutr 0-50 Rainbird1401 Full Sun 100% 1.65 90% 7 111% 6 10 11 11 9 8 16 10D% TOTAL 10, TOTAL 32.3 17 100% tT tD0% 18 100% 1a 100% J PlariVirrtaatlon System Type: Zone lu. Efr. Are Seasonal Plant Factor: Plantfirrir�alton System Type: Zone irr. Eft. Area Seasonal Plant Factor: 19 100% 19 D00% S r ubMill 4 0.75 144,222 7 Low/ Mod Tree' Spra�d8ubfiMp 4 0.75 545.806 7 Low d Mod Tree Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated 20 100% 10B% Value Factor S .n. 0:62 748 Irn.Elf. Water Use Value Factor s tt. 0.62 748 Irrf.Err. Water Use 21 100% 14Et% pring 0.62 748 pang 20.69 0.35 545.8�2 o.62 748 0.75 4.3 22 100% 22 1 Summer 57.29 0.35 144.2222 0.62 748 0.75 3.2 summer 57.29 0,35 545.8062 0.62 748 0.75 12.1 23 100% �_ 1()D%24 s� Far -Winter i5.97 0.35 144.2222 0.62 7aa 0.75 0.8 Fall -Winter 15.97 0.35 545.8062 062 748 0,75 3.3 100% 1x% OTAL 5.2 TOTAL 19.8 RUN TIME TOTALS r slpratue _ - _ _ _ _- _ _ N ! TOTALS _ __ - -_ _- - --_ ___ _ _ _- 12U TIME A PlanVIrrigatlon Eystem Type: Zone IV. ETi Area Seasonal Plant Factor: Plaratlirrigativn System Type: row IW. W. Ama seasonal Plant factor: �t'oMrvlierRun Time Chart r ubMri 4 0.75 144.222 8 Mod Tree Spr ubAOrip 4 0.75 1988294 8 Mod Tree PLANT TYPE AREA JANFEB MARAPR MAYJUN JUL AUG SEP OCT NOVDEC PLANT TYPE AREA JAtIFEB MfBtAPR MAY ! JuAlm SEP OCT NOVDEC 1.81a 10-`9107 i` aeon ZonalEto Plant Area Conversion Factors Estimated 6.00 Season Zonal Eto Plant Area Cornrersion Factors Estimated Se _ x� Tl1rf ,, »i��'•+:, � 2.M1f,•3�aN '•�i�''��Y,,h�4 R�ana1�a .6 748 Inv. Ett. water U se - �" 74 Infl,Err. Water Use Value Factor sq.ft- 0 2,-. `a Value Factor s . n. 0.62 8 5.00 <,,, � °� �'�r ��t�,� �- 1.40 w� � � Dab Shrubs a �. .; �s �." x,t'.„ }�" ' a +m, ".; �, Sflope "r�+:'° �. ,[• Y e� _ ,pa�i3 s�'x" 2 748 spdng 20.69 .5 19 S. o.s2 748 0.7 22.7 1, .., Sprang 0.6 Slope wry. zr , ;ti �� _, Tree 31 50 M 55 47 40 Summer 57.29 0.5 144.2222 0.62 748 0.75 4.5 summer 57.29 L15 1988.294 0.62. 74a 0.7a 62. Tree 114 179 212 200 170 143 4.OQ" s idE3 18 28 34 32 27 23 Fall -Winter 16,97 0.5 144.2222 0.G2 748 0,75 1.2 all -Winter 16.97 0,3 1988.294 062 74% 0.75 17.5 Drip 41 65 77 73 62 52 TOTAL 7.4 TOTAL16.2OAT - = 3.00 �s C - e 5 Area Sq. f( r, _.. ... _.ss- Total Area Sq. fit. - 2.00 Total � 7 Total Am Md�s 0:49 Plantflrtt attar Zone Irv. Eli Area Seasonal Plant Factor: Plarrttkrtgadon 8ystetn Type:. Zorrrp. Iv. W. Artist Seasonal Plant Factor. Total Area Peresi, g SY� Me 4 �. 1.00 s ` ModrH1 h Tree r ub1IIld ` 44 0.7:€`' 0. . � MoriMi h Tree S 9 .�..� , r . -. ...� - , .� .T .. •;i --S r ub(Dn 4 0.75 0.000 9 p � (� -- -_ .;, � �.•,, .x .. ,. _.air :, .. r..., a., ,, .�. ,:, - -- 0.c0 _ Season Zonal Eto Plant Area Conversion Factors Estimated season Zonal Eto Plant Area Conversion Factors Estlmstetl 0.00 GRAND TOTALS rAIW3TES 5() 87 4 fit JANFEB WR APR WAY JUN JUL AUG SEPOCT NOVDEC Value Factor s , ft. 0.62 748 1 on. Eff. Water U se Value Factor sq. ft. DA2 746 Irn, Eft. Water U se 6RAND TOTALS MINUTES 155 245 289 273 232 195 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC GRAND TOTAL HOURS 083 130 1,51 1.45 123 104 pring 0,62 748 Sprang 0.62 74e GRAND TOTAL HOURS 2.59 4.06 4.81 4.56 3.87 3.25 Month frbrtlr ummer 57.29 0.65 0 0.62 748 0.75 ummer 57.29 0,65 0 0,62 748 0.75 RECEIVED,, SHEET w � w` all -winter 15.97 0.65 0 0.62 748 0.75 Fall -Winter 15.97 0.65 0 0.62 748 0.75 SHEE i CONITENTSis 4 TOTAL a.0 TOTAL 0.001i AUG 2 �a6 R ' t PltanillrrlgadonSy�tem Type: Zone tR. ER Area Seasonal Plant Factor. Plarstdfrnlgation System Typo: Zone ltr. EA. Area Seasons! Plant Factor: T10N S ubiori 4 0.75 721.111 10 Hi h Tree S r ublDril4 0.75 701.761 10 I I h Tree CITY OF PALFA DEDE Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Converston Factors Estimated PUE►LrC #1G SCHEDULES Value Factor s .ft 0.62 748 Ird. Err. WaterUse Value Factor sq. n. 0.62 748 Irrl. Eff. Water Use /l/�►'. pang . .1 1 0.62 748 pring 0.62 746 CONTROLLER U METER #J 1 CONTROLLED F METER #R1 summer 57.29 0.8 721.1111 262 748 0.75 36.5 Summer 57.29 0.8 70 .7509 o.s2 74e o,75 35.5 IRRIGATION PRESSURE CALCULATION TABLE IRRIGATION PRESSURE CALCULATION PR���� � all -Winter 15.97 0.8 721.1111 0,62 748 0.75 10.1 all-Wtrter 15.97 0.8 701.7509 0.62 748 0.75 9.91 � • TOTAL 59.9 TOTAL 58.2 Water Meter No. J1 Size 1" Water Meter No. R1 Size 1° CALCULATIONS Total Tree And Shrub 318.02 Total Tree And Shrub 1046.09 Elevation of Meter 177.0' CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX Elevation of Meter 177.0' CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX Platttllrngation systern Type: Zone irr. Eft. Area Seasonal Plaint Factor: Plantllrrigatlon System Type: Zone Irv. Efr. Area Seasoned Plant Factor: TOP MOUNT ENCLOSURE. TOP MOUNT ENCLOSURE. S r uIlMri 4 0.6 0 11 Turf $ rat ubrOrf 4 0.6 0 11 Tuff Static Pressure 95.0 psi Static Pressure 95.0 psi MODEL NUMBER: MODEL NUMBER: Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eta Plant Area Conversion Factors Estimated Source of Information Joseph Cicchini -RBF Consulting Source of information Joseph -RBF Consulting 4 Value Factor sq. It 0.62 748 Irri. Eff. Water Use Value Factor sq. R. D.62 748 Irri. Elf. Water Use hone Number 760-346-7481 HS16-RME30EGS 1 HSRSE 1 EV-GROUND / HSFS-100 Phone Number 760-346-7481 HS16-RME30EGS I HSRSE I EV-GROUND 1 HSFS-100 Spring 20.69 0.76 0 0,62 746 0.6 pring 20.69 0.76 0 0.62 748 0.6 Summer 57.29 0.6 0 0.62 748 0.6 Summer 57.29 0.6 0 0.62 748 0.6 Date of information 6/30/2000 Date of Information 6/30/2000 ' v Fall -Winter 15.97 0.76 0 0.62 748 0.6 Fan -Winter 15.97 0,76 0 0,62 748 0.6 Basis for Calculation Longest Run/Highest Elevation/Highest Flow (BID ALTERNATE) MODEL NUMBER: Basis for Calculation Longest Run/Highest Elevation/Highest Flow (BID ALTERNATE) MODEL NUMBER: Revisions; TOTAL 0.0 TOTAL 0.0 HS16-RME30EGI I HSRSE I EV-GROUND / HSFS-100 ('EGI' INCLUDES I -CENTRAL CARD) HS16-RME30EGI I HSRSE / EV-GROUND I HSFS-100 ('EGI' INCLUDES I -CENTRAL CARD) Total Turf 0.00 Total Turf 0.00 Remote Control Valve D9 Size 1" Remote Control Valve E9 Size 1" No. Revision Description: Demand 22 GPM 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR Demand 10 GPM 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR BID SET 10/24/05 PlanUlrllgatilon System Type: Zone Irv. Err. Area Seasoned Plant Factor: PlarrtAlrrlgati0rt Systurrrr Type: Zone irr. EtT. Area Seasonal Plant Factor: Elevation Of Elevation Of Waterfeature 4 1 Soo 12 Moving Waterfeature 4 1 0 12 Moving SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON ® BID SET 03/14/06 Season Zonal Eto Plant Area Conversion Factors Estimated season Zonal Plant Area ContvarsionFacWrs Estimated Highest head 176.0' Highest head 174.0' PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO 0 WALL AND BARRIER RAIL Value Factor sq. It. 0.62 748 Irn.Eff Water Use Value Factor sq.ft. 0.62 748 Irn.Eff Water Use Elevation of R.C.V 177.0' Elevation of R.C.V 171.0' Spring 20.69 1.2 500 0,62 746 1 10.2 pring 20.69 1.2 0 0.62 748 1 Pressure at R.C.V. 72 psi INSTALLATION. Pressure at R.C.V. 74 psi INSTALLATION. Summer 57.29 1.2 600 0.62 748 1 28,4 summer 57.29 1.2 0 0,62 748 1 REVISIONS Fall -Winter 15.97 1.2 500 0.62 748 1 7.9 all -winter 15.97 1.2 0 0.62 748 1 TOTAL 46.7 TOTAL D.o QTY. SIZE ITEM PSI LOSS CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION QTY. SIZE ITEM PSI LOSS CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION RETAIL 4 BUILDING 1 1" Water Meter 1.00 MASTER VALVE AND FLOW METER INSTALLATIONS. CONTRACTOR 1 1" Water Meter 1.00 OF CONTROLLER MASTER VALVE AND FLOW METER INSTALLATIONS. CONTRACTOR LAYOUT REVISIONS Total Waterfeature 46.72 Total Waterfeature 0.00 1 1" Backflow Prev, 12.00 OF CONTROLLER, 1 1" Backflow Prev. 12.00 ' IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT PHASE 1 B RETAIL 7/ Total Estimated Water Use 364.75 Total Estimated Water use 1046.09 INSTALLATIONS ARE RECOMMENDED AND APPROVED. INSTALLATIONS ARE RECOMMENDED AND APPROVED. 3 2" Gate Valves 0.50 3 2" Gate valves 0,50 JOINT COST ADDITION LLI 1 1.25" Master Valve 2.00 1 1.25" Master Valve 1.00 1 1" Flow Sensor 1.00 1 1" Flow Sensor 1.00 350' 2" Mainline 1.47 660' 2" Mainline 1.00 Date: � O - 24--- O5 These plans have been reviewed by the Coachella Valley Water District in accordance with � Water Code Tide 7, Division 1, Chapter 3, arfide 10.8, Section 66507 at seq. requiring Drawn : PM 1 1" Automatic Control Valve 2.90 1 1" Automatic Control Valve 1:80 y � AVG. Lateral Line Loss 4.00 AVG. Lateral tine Loss 4.00 efficient landscape and irriga#ion design in cooperation with local governing agency (City or Lateral Line Loss Lateral Line Loss County). Checked. RG Lateral Line Loss Lateral Line Loss *Approval of this drawing by CVWD Staff' does not constitute approval to encroach into 0$-1170 _! Lateral line Loss Lateral Line Loss district and USBR Rights -of -Way. Trees, plants, walls and permanent structures of any kind �0b #_ Fittings Loss (10%) 2.49 Fittings Loss (10%) 2.23 may not be planted or installed in CVWD and USBR easements or right-ofway without first PIOt Dc'te� Q J -- 2 3 - 0 6 1­- Elevation Change -0.4 Elevation Change -1.3 obtaining an encroachment permit from CVWD. Totals stem Losses 27 psi Plan Set.. F y p Total System Losses 23 psi Pressure Required to operate head 30 psi Pressure Required to operate head 30 psi Im Date Total Pressure Required 67 psi Total Pressure Required 53 psi Lowest Static Pressure Available 95 psi Lowest Static Pressure Available 95 psi Water Management Supervisor Pre-set Regulated Pressure 65 psi Pre-set Regulated Pressure 61 psi L-2,.o8 Residual Pressure 30 psi Residual Pressure 34 psi Development Services Supervisor SHEET 20 OF 2 cr LIMIT OF •COST PACKAGE -SEE DIRECT OFFICE & JOINT• SEPARATE PACKAGE ii_ �ir�►fog ®U ® B s 0 S E ASSESSMENT (STRICT PLANS ER SEPERATE 4 ,,,, AC KAG E OFFICE PARCEL 1 RETAIL PARCEL 1 00 4 ®o N.A.P. SEE ASSESSMENT B ¢ B DISTRICT �A% v PACKAGE, SHEET L-2.01, �x ,x�� ,o e 2.02 DIRECT i+ETA1L ' 6 LIMIT OF WORK G� 4NZ (SEE LEGEND THIS SHEET) e Z\N` J� DIRECT RETAIL r RETAIL PAD 1 LIMIT OF WORK 3 (SEE LEGEND TH SHEET) PARCEL 1 0 W JOINT COST ,� P PAD. FFE Q LIMIT OF WORK P�� / ® ® (SEE LEGEND TH SHEET) 4 eP, Q �� ■ srse a sa�a as�s a■#.r ■,rew ■• �e � an mars ■rxseaaasn "Pal ingunum AJ cc o ���r�®er��■ ■aAw���rrerr�t�rp B , • p)° O 3 �terwentet� 03 � C ® SEE ASSESSMEN U. no DISTRICT PLANS 0 �� `,�� ■ , PER SEPERATE .J PACKAGE 1.' W so '� B uj o 5 o ew Y ♦ ■ w:_ 1 � - -- a 'O 3 c r. AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS ■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, COLLEGE DRIVE AND TECHNOLOGY DRIVE. DIRECT OFFICE COST AREA INCLUDES ALL AREAS ■■'■''■'■'■■°■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED 000000 LIMIT OF WORK KEY PLAN -NOT TO SCALE 0 10 20 40 SCALE:1 "=20'--0" TREE LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE OACACIA SMALLII NCN 3 24" BOX MULTI -TRUNK L CERCIDIUM HYBRID DESERT MUSEUM 1 24" BOX MULTI -TRUNK L . DALBERGIA SISSOO ROSEWOOD 10 4" BOX MATCHING M STANDARD SINGLE TRUNK KOELRCHINES UT RIATREE BIPINNLANTERN CHINESE TREE LANTERN 24" BOX STANDARD SINGLE TRUNK M PHOENIX DACTYLIFERA 'MEDJOOL' 13 BTH__ MATCHING HEIGHT STRAIGHT TRUNK WITH / DATE PALM DIAMOND CUT TRUNK H PROSOPIS 'PHOENIX' MESQUITE 1 24" BOX STANDARD SINGLE TRUNK L/M SHRUB LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE AGAVE BOVICORNUTA * COWSHORN AGAVE 11 5 GAL 4'-0" O.C. L ® AGAVE PARRYI VARIEGATA 20 5 GAL 2'-0" O.C. L PARRYS AGAVE OAGAVE VILMORINIANA 2 5 GAL 5'-0" O.C. L OCTOPUS AGAVE ROSENKA BOUGAINVILLEA g 1 GAL 8'-0" O.C. M BOUGAINVILLEA 12 1 GAL 8'-0" O.C. M �y BARBARA KARST HESPERALOE PARVIFOLIA RED YUCCA 38 5 GAL „ 4 -0 O.C. L DASYLIRION WHEELERI 12 5 GAL 6'-0" O.C. L DESERT SPOON O FTEMA X 'SUNRISE' 1 5 GAL 10'-0" O.C. L/M RISE GROUNDCOVER LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTANA MONTEVIDENSIS 'NEW GOLD' 21 1 GAL 6'-0" O.C. M QPALM MULCH SEE NOTE ON SHEET VINE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE 17 MACFADYENA UNGUIS-CATI 3 15 GAL ESPALIER L CAT'S CLAW ROCK LEGEND SYMBOLI NAME QTY. REMARKS 3 DERMALLSPLANTING AREAS, 2" COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE AND VIRRA PI ATF 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE 2'-3' BOULDER 82 SEE CONSTRUCTION MATERIAL SCHEDULE V-4' BOULDER 30 SEE CONSTRUCTION MATERIAL SCHEDULE a4'-5' BOULDER 1 SEE CONSTRUCTION MATERIAL SCHEDULE PLANT COUNT IS PER SHEET PLANTING NOTES: 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING NOTE SHEET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. FOR POTS AND PLANT MATERIAL SEE SHEET L-3.02. 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. land arc + west 3901 westerly pl. suite 111 newport beach, ca 92660 UC. No. 4340 tel: (949) 224-0040 fax: (949) 224-004-4 CONSULTANT '1AL'C 434 10-31-05 (� `Date Q- Of CAL i SHEET CONTENTS: PLANTING PLAN AUG 2 4 "?f' 3 PUBL�i ; V OR S DIEr*T Revisions: No. Revision Description: BID SET 10 24 05 BID SET 03 14 06 BID SET 05 23 06 1Q WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION Datei 10-- 24-05 Drawn Bye SG/BG/AA Checked TJ/TA Job #, 03-1170 Plot Date: 05-23-06 Plan Set, F L-3w0l SHEET 21 OF 26 AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION 0 U4 F JOINT COST AREA � (SEE LEGEND THIS SHEET) 0 HYDROSEED SEE SHEET L-3.04 FUTURE BUILDING 3 PARCEL 3 N.A.P. 0 POT "A" �-- DIRECT RETAIL LIMIT OF WORK (SEE LEGEND THIS SHEET) 0 wog COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, COLLEGE DRIVE AND TECHNOLOGY DRIVE. DIRECT OFFICE COST AREA INCLUDES ALL AREAS ■■■■,■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ■ ■ ■ ■ ■ ■ LIMIT OF WORK 0 0 0 0 �� r r�.o' fi POT "D" POT "B"- RETAIL BUILDING 2B PARCEL 2 PAD FFE POT "A" "�--DIRECT RETAIL LIMIT OF WORK (SEE LEGEND THIS SHEET) al" UNI On°�% ©t�a'►Zre%;�� 'l 64ftiii o I� . •..�� ; • iil�i li�i�iii li�Ti iiii.. l�i�i ii�rTi i�l ii�iilTiiii�"iil�i�l► �..,_...... - -- p-p-M.W01 SIMON ,, ,. _ ``,,,y�I \/,.;�/ 0 ,� �" ®�►1'��1 © �ri� �� �� �i/ r-� 1�S 541 _• ♦ % `( F:.:�••�• 1:zr` , � � �� � J• �� 0 , „• r'L � �� � of ' E � %.��• , � �y . � � 't r �. ,:��'��' •�' r.►... .• �.� �' _.. .►, �......r..wi .., �,� ■.� ...�...1.: .�... /_! ,�J� ..w r!11 ��A7���� R7i ..��... _.�.. .►,.�,. e.� �/�.� ,�M ,. �!■��►1� ..r —� w,�1 �. i \��� /11► V ..� _ �' ...-. -.a. 7r.J""."-xo 1..-..... .., .r "mat' ,a0..�'- �'IIc -_. A......."".wSc. ,.. ..x .....t�"""�,' :'2�-- )i"..,. 2:':. ,....-..a-.c--...•-s..' v.`.�,.. �=:,P - ._. — .:..� �• _.=py.�.—...:'NYC..... �.`Y. �tta� - �'"�,.YaC ..fir a .> / • / -'�_ "� `..�► ► ,a "_.► - ^', j v ,, t` � Sam.,- '� - "wit�� /� �► a � . �j . ..♦ ♦° � I —•i( ...... � �� 1 '• �7 ► D/_' �/ ,. �• 'i �s� :. a+:•. :..i �. �, / I� �r� J ,'� . . ``, ,, ,. �"jj .1►L� �,''� , e v �. �/ ��I • r /♦� • �II■tI►��i�..+/i���_.� �`✓�.�� ����/I�� .���s rJ�`���� �T�� I�J���LJ.L1) 1 7w�✓V-1 ��J LA1 �' �. �� .® ���i_—���r�`���� �. � �`. ��/ •i1A.� SYMBOL NAME PLT. QTY. SIZE REMARKS MODEL NO. COLOR POT QTY. AGAVE ATTENUATA 1 5 GAL. CHINESE EGG FOXTAIL AGAVE PLANTER TBD 6 A 24EW X 42"H. ROS-MARMUS OMCINALIS STRATUS, Z 1 GAL PROSTRATE' ROSEMARY AGAVE DESMETTIANA 'VARIEGATA' CHINESE EGG NCN 1 15 GAL B *FGEGG40 TBD 8 LANTANA X 'NEW GOLD' FGEGG40 NEW GOLD LANTANA 7 1 GAL. *SEE NOTES HESPERALOE PARVIFLORA RED YUCCA 1 15 GAL. CHINESE EGG PLANTER COLOR 5 1 GAL. FGEANNUAL 4W1 34W . X 36"H. TBD 2 LAVANDULA DENTATA 1 5 GAL. CHINESE EGG p FRENCH LAVENDER PLANTER TBD 2 FGEGG22 LAVANDULA DENTATA 4 1 GAL. 30W, X 22"H. FRENCH LAVENDER AVAILABLE FROM: - ARCHITECTURAL POTTERY - 15161 VAS! BUREN MIDWAY CITY, CA 92655 (714) 895-3359 NOTES: 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. 2. POT QUANTITIES ARE PER SHEET. 3. SOIL MIX TO CONTAIN SUPER-ABOSRBENT SOIL POLYMERS TO CONSERVE WATER. ACTIVE INGREDIANT IS COIR FIBER - DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT. 4. CUSTOM SIZE POT. CONTACT SALES REP. 0 10 20 40 7%m ©�•��FEE 4 OINT COST IMIT OF WORK SEE LEGEND THIS SHEET) SEE ASSESSMENT DISTRICT PLANS PER SEPARATE PACKAGE OINT COST IMIT OF WORK SEE LEGEND THIS SHEET) SCALE:1 "=20'-O" TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE SPECIMEN TREE TO BE DETERMINED BY OWNER , T.B.D. T.B.D. M ACACIA SMALLII NCN 5 24" BOX MULTI —TRUNK L 0 "���--��� ACACIA STENOPHYUA 4 24" BOX STANDARD SINGLE TRUNK L/M SHOESTRING ACACIA SHOESTRING ACACIA 0 CERCIDIUM FLORIDUM 5 24" BOX MULTI —TRUNK L BLUE PALO VERDE CERCIDIUM HYBRID DESERT MUSEUM 4 24" BOX MULTI —TRUNK L 0 CHITALPA TASKENTENSIS CHITALPA 5 24" BOX MULTI —TRUNK M C DALBERGIA SISSOO ROSEWOOD 23 24" BOX MATCHING M STANDARD SINGLE TRUNK KOELREUTERIA BIPINNATA CHINESE TREE LANTERN s 24" BOX STANDARD SINGLE TRUNK M MATCHING HEIGHT PHOENIX DACTYLIFERA 'MEDJOOL' (14 13' BTH STRAIGHT TRUNK WITH / H DATE PALM DIAMOND CUT TRUNK PROSOPIS 'PHOENIX' MESQUITE 5 24" BOX 1 STANDARD SINGLE TRUNK L/M TIPU TIPU t5 24" BOX STANDARD SINGLE TRUNK M -0TIPUANA - SYMBOL NAME QTY. SIZE REMARKS WATER USE AGAVE BOVICORNUTA O COWSHORN AGAVE 31 5 GAL 4'-0" O.C. L AGAVE PARRYI VARIEGATA sa 5 GAL 2'-0" O.C. L PARRYS AGAVE OAGAVE VILMORINIANA 2t 5 GAL " 5 -0 O.C. L OCTOPUS AGAVE (D BOUGAINVILLEA 33 1 GAL 8'-0" O.C. M ROSENKA 0 CAESALPINIA PULCHERRIMA 5 GAL 8'-0" O.C. M RED BIRD OF PARADISE 18 ODASYURION WHEELERI 5 GAL fi'-O" O.C. L DESERT SPOON33 FOUQUIERIA SPLENDENS s IN 8 HT 1 CANES " S -0 O.C. L OCOTILLO IN 8 O HESPERALOE PARYIFOUA 95 5 GAL 4'-0" O.C. L RED YUCCA LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 24 5 GAL 6'—O" O.C. L/M RIO BRAVO SAGE BOUGAINVILLEA 12 1 GAL 8'-0" O.C. M BARBARA KARST TECOMA X 'SUNRISE' Q 3 5 GAL 10'-0" O.C. L/M `.J SUNRISE , + LEUCOPHYLUM FRUTESCENS 7 5 GAL 8'-0" O.C. L M N -4 TO WEDELIA TRILOBATA g 1 GAL 8'-0 O.C. M WEDELIA ® ECHINOCACTUS GRUSONII 25 5 GAL 3'-0" O.C. L GOLDEN BARREL CACTUS ® DAL CAPITATA 1 g 5 GAL 3'-0" O.C. L SIERRA GOLD GROUNDCOVER �LG END SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTANA MONTEVIDENSIS 55 1 GAL 6'-0" O.C. M 'NEW GOLD' (T LANTANA MONTEVIDENSIS , 9 1 GAL V-0" O.C. M PURPLE TRAILING LANTANA D PALM MULCH SEE NOTE ON SHEET AVAILABLE AT: TIFGREEN 328 WEST COAST TURF H SOD OR EQUAL OVERSEEDED W/ PERENNIAL RYE OCT. THRU FE•. VINE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE v MACFADYENA UNGUIS—CATI CAT'S CLAW 2 15 GAL ESPALIER L ROCK LEGEND SYMBOL NAME QTY. REMARKS %'►-T-T—s SEE CONSTRUCTION MATERIAL SCHEDULE COMPACTED DECOMPOSED GRANITE I-I-t I —I-, 3 DERMALLSPLANTING AREAS, 2" COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE AND VIBRA PLATE 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE 2'-3' BOULDER r226 SEE CONSTRUCTION MATERIAL SCHEDULE 3'-4' BOULDER 82 SEE CONSTRUCTION MATERIAL SCHEDULE ( C; % 4'-5' BOULDER 23 SEE CONSTRUCTION MATERIAL SCHEDULE Q PLANT COUNT IS PER SHEET PLANTING NOTES: 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING NOTE SHEET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. 6. TREES AVAILABLE THROUGH CLAUDIA CALUGARI — 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. 8. ALL BOULDERS ON THIS SHEET SHALL BE FIELD LOCATED BY OWNER OR LANDSCAPE ARCHITECT. land are + west i 3901 westerly pl. suite 111 newportbeach, ca`92660 LIC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT SHEET CONTENTS: PLANTING PLAN R E C. 'ffY Jf YAi_"-� CEAEPT s�UBu^. VV ,' ;K3 i'FP i Revisions: No. Revision Description: ZL BID SET 10 24 05 BID SET 03 14 06 BID SET 05 23 06 Al ALL AND W BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 18 RETAIL 7/ JOINT COST ADDITION Date: 10--24-05 Drawn By: SG/BG/AA Checked: TJ/TA Job as 03-1170 Plot Date: 05•-23--06 Plan Set: F 3.02 SHEET 22 OF 26 -SHADE STRUCTURE BY OTHERS, (TYPICAL) FUTURE PHASE AREA OF RESPONSIBILITY LEGEND SYMROL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS FROM—BAifC--Of—GURB-'0--BUIL-DING—FA-CE—UJL-ESS �■�■�■�■�■* OTHERWISE NOTED ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, COLLEGE DRIVE AND TECHNOLOGY DRIVE. DIRECT OFFICE COST AREA INCLUDES ALL AREAS ■■■a■3■�■■ ■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED 11 LIMIT OF WORK JOINT COST LIMIT OF WORK (SEE LEGEND THIS SHEET) C7 77 m m m Z m m ­11 U4 • 0 I\j SCALE:1 "=20'-0" TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE OACACIA ° SALICINA WHEEPING WATTLE 7 24" BOX STANDARD SINGLE TRUNK L OACACIA SMALLII NCN 6 24" BOX MULTI -TRUNK L CERCIDIUM HYBRID 33 'DESERT MUSEUM' 13 4" BOX MULTI -TRUNK L DALBERGIA SISS00 ROSEWOOD 15 4" BOX MATCHING STANDARD SINGLE M TRUNK KOELREUTERIA BIPINNATA CHINESE TREE LANTERN 9 24" BOX STANDARD SINGLE TRUNK M PHOENIX DACTYLIFERA 'MEDJOOL' DATE PALM 9 13' BTH MATCHING HEIGHT STRAIGHT TRUNK WITH / DIAMOND CUT TRUNK H . PROSOPIS 'PHOENIX' MESQUITE 2 24" BOX STANDARD SINGLE TRUNK L/M SHRUB LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE AGAVE BOVICORNUTA 34 5 GAL 4'-0" O.C. L COWSHORN AGAVE E) AGAVE PARRYI VARIEGATA 36 5 GAL 2'-O" O.C. L PARRYS AGAVE OAGAVE VILMORINIANA 2 5 GAL 5'-0" O.C. L OCTOPUS AGAVE BOUGAINVILLEA 24 1 GAL 8'-0" O.C. M ROSENKA BOUGAINVILLEA f5 1 GAL 8'-0" O.C. M j/ BARBARA KARST ODASYLIRION WHEELERI 30 5 GAL 6'-0" O.C. L DESERT SPOON 08 FOUQUIERIA SPLENDENS 6 tIN SANE LL CANES �_ " 0 O.C. L OCOTILLO IN 8 CANES HESPERALOE PARVIFOLIA 82 5 GAL 4'-0" O.C. L RED YUCCA G LEUCOPHYLUM LANGMANIAE 'RIO BRAV 135 GAL 6'-0" O.C. L/M RIO BRAVO SAGE GROUNDCOVER LEGEND �� SYMBOL NAME SIZE REMARKS WATER USE LANTANA MONTEVIDENSIS 3 'NEW 49 1 GAL 6'-0" O.C. M GOLD' LANTANA MONTEVIDENSIS 5 1 GAL 8'-0" O.C. M PURPLE TRAILING LANTANA PALM MULCH SEE NOTE ON SHEET VINE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE ® MACFADYENA UNGUIS-CATI CAT'S CLAW 9 15 GAL ESPALIER L ROCK LEGEND U v SYMBOL NAME QTY. REMARKS 3 8 MINUS 11 % FINES DER ALL PLANTING AREAS, 2" COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE AND VIBRA PLATE 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE ® 2'-3' BOULDER 142 SEE CONSTRUCTION MATERIAL SCHEDULE Q 3'-4' BOULDER 49 SEE CONSTRUCTION MATERIAL SCHEDULE ( (; 4'-5' BOULDER i t SEE CONSTRUCTION MATERIAL SCHEDULE �� 4 PLANT COUNT IS PER SHEET land arc *west 3901 westerly pl. suite 111 newport beach, ca 92660 LIC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT PLANTING NOTES: 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL 40. PLANTING NOTE, PLANTING NOTE SHEET L-3.06. 434 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL siynsaure BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. -31-cr 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. N� Date 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR C�L1Fc�` ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. SHEET CONTENTS: PLANTINN Gw% .N r �Iilt-t AUG 24 rxITV OF FAQ+A fl�c;Ef�' YUOLIC 1A'C:31iKS nVLj ; Revisions: No. Revision Description: BID SET 10 24 05 BID SET 03 14 06 BID SET OS 23 06 Q WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION -A land(are + west LIMIT OF WORK LIMIT OF WORK AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS ��■�■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, COLLEGE DRIVE AND TECHNOLOGY DRIVE. DIRECT OFFICE COST AREA INCLUDES ALL AREAS •a��ww R»e FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ■ ■ ■ ■ ■ ■ LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK GROUNDCOVER LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE -PALM- MULCH -SEE MOTE -ONN -SHEET PLANTING NOTES: PLANT COUNT IS PER SHEET 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL PLANTING NOTE, PLANTING NOTE SHEET L-3.06. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2 Y. 4. THE CONTRACTOR SHALL OBSERVE THE 'FOLLOWING PLANTING REQUIREMENTS FOR ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. 3901 westerlypl. suite 111 newport beach, ca 92660 LIC.-No.-4340 . tel: (949) 224-004Q fax: (949) 224-0044 SHEET CONTENTS; 1 PLANTING PLAN i REC'IV AUG 2 4 "P 1uauvvERT Ul ° DEPT Revisions: ti No. Revision Description: BID SET 10 24 05 BID SET 03 14 06 BID SET 05 23 O6 Q WALL AND BARRIER RAIL REVISIONS RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION 0 ORGANIC TWINE BY NURSERY PREVAILING WIND FROND NODE BASE/PINEAPPLE W/OBLONG CONFIGURATION. �' O3 PALM TRUNK TO BE STRAIGHT AND WIDTH PER .CONST. PLAN INSTALLED VERTICAL(PLUMB). _ PLAN VIEW NATIVE SOIL BACKFILL @ FINISH GRA E -- LEGEND: VARIABLE MEDIAN • • — `-� ROOTBALL Q TREE CENTER IN PIT. 3"-6" ROUNDED COBBLE — — � _. w , _ ®FINAL GRADE 2 is O TREE TIES. (VIT PRODUCTS, CINCH TIES OR EQUAL, TEL: (800) 729-1314). RANDOMLY PLACED WITH FLAT z�. SIDE UP Oqo 2 �p �� �, w = PLANT PIT BACKFILL 100% W > ~ Z DIA. X i 0 LODGE POLE PINE STAKE 2 -- --- Oq w �• WASHED PLASTER SAND. � 2 (2 TYP.) KEEP CLEAR OF ROOTBALL. SEE w U PROPOSED CURB PROPOSED CURB o CO m �. x 2 _ _ - _ _ ® UNDISTURBED NATIVE SOIL SPECIFICATIONS. WATER BASIN. N. DEPTH AFTER Q 3 O 3" M LLJ \ �' �/ I o =LdN a a- WATERING BY HOSE. MAINTAIN 4 GROUNDCOVER 6" CLEAR FROM TREE TRUNK. '� 3 in = N >- z 5 FINAL GRADE. J 5 O w C� ` / _ = 6 AMENDED BACKFILL: SEE SPECIFICATIONS O S I I o — m i t PER CITY OF PALM DESERT COMMENTS. 3 . O \ / = 0 4 I s O UNDISTURBED NATIVE SOIL. — M 4 5 '�' �8 SET TOP OF ROOTCROWN FLUSH WITH FINAL GRADE AND SLOPE FOR O — _ III= I DRAINAGE. w III FIRM WELL COMPACTED SUBGRADE NI -I ROOTBALL _ 6 NOTE: USE ONLY IF NECESSARY SET COBBLE IN 3" THICK =11 I_1 1_ -_ 1 MAINTAIN" SPACE 7-U,CONCRETE I_=I ROCKS. REMOVE EXCESS acr I=1 w>BETWEEN oTROWEL CONCRETE IN JOINTS. TO " m0 DEEP BETWEEN JOINTS �1 STAINLESS STEEL AIRPLANE CABLE. NOTE:I I " I I ( (� I I I 1. ALL BACKFILL TO BE WATER 7 �2 3/8 DIA. X 2 LONG EYE BOLTS --DRILL &71 ; ,III= —1 JETTED DURING PLANTING SET WITH PLASTIC HOLLOW WALL ANCHOR. „ FOR MAXIMUM STABILITY. 6 6 O3 EXISTING WALL OR FENCE. 2. PALM TO BE PLANTED AT OOTBALL SECTION Q FINAL GRADE OR SURFACE. SECTION N.T.S. VERIFY SAME DEPTH FROM FIELD, 3X ROOTBALL DIAMETER N.T.S. 9 COBBLESTONE MEDIAN PAVING DETAIL 6 VINE CABLE SCADEVineCable.dw0 4 PALM TREE PLANTING DETAIL 1 N.T.S. TREE PLANTING - DOUBLE STAKE TO 24•/36• BOX "P g - 002.dwg 1 CURB 2 1 J G 0 6 2 3 • < _ •. ... .a Z • .w ►�� g • • • �o0�_ U) • 4 wa 150 MIN. _I I (�-„—...-.. i III —I i�� (� :•,: • 4 :. • Q z > w a v I- a_ • . • Q 0Q� ME COBBLE FREE FORM EDGE W/ COBBLE DO NOT USE FORM BOARD EQUAL I -I I >. ' — 1 ` • ON -CENTER . . . • 3 SPACING 00 � 5 3 X ROOTBALL BUILDING DIAMETER PLAN VEW O VINE. 01 TRIANGULAR SPACE PLANT MATERIAL PER SPACING INDICATED IN THE PLANTING LEGEND. FIRST BOULDER 0 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. 0 SIDEWALK, CURB OR HEADER. SET SHRUB MINIMUM 150' FROM END OF MEDIAN FINAL GRADE. NOTES: EDGE TEN INCHES (10") FROM EACH. A. SET VINE AS CLOSE TO BACK SURFACE OF ® AMENDED BACKFILL: SEE SPECIFICATIONS 0 BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") FROM BUILDING. PIT AS POSSIBLE. PER CITY OF PALM DESERT COMMENTS. N.T.S. U5 UNDISTURBED NATIVE SOIL. B. ALL VINES SHALL BE TIED TO SUPPORTING WALLS AND FENCING. CONTRACTOR SHALL © SET TOP OF ROOTCROWN AT FINAL SECURE VINES TO WALLS AND FENCES W/ GRADE AND SLOPE FOR DRAINAGE. VINE SUPPORTS. C. ESPALIER VINE ONTO WALL/FENCE. 10 BOULDER PLACEMENT ON MEDIAN 7 VINE PLANTING N.T.S. 2 D-VINE.DWG O PLANT SHRUB WITH ROOTBALL CROWN ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. AVOID PLANTING SHRUBS DIRECTLY IN FRONT OF IRRIGATION SPRAY HEADS TO PROVIDE CLEARANCE WHEN POSSIBLE. O 3" HIGH WATER RETENTION BASIN TO BE REMOVED PRIOR TO THE END OF THE MAINTENANCE PERIOD. (")BOULDER — SEE PLAN 1 O3 FINAL GRADE. 2� FINISH GRADE AMENDED BACKFILL: SEE SPECIFICATIONS PER CITY OF PALM DESERT COMMENTS. INTENTIONALLY 2 O9rJ% COMPACTED � UNDISTURBED NATIVE SOIL. Ln X SUBGRADE o (•�; �' °0 60 B °`�-, LEFT 11 p"0 io 2 °� , o �-(�o 040 .� o NOTES: 0�°° � o° A. BACKFILL MATERIAL SHALL NOT HAVE oi` ° .� 'u ob I PARTICLES GREATER THAN 1 /2". Q • V 0 � o o � ° °g ° 2 — =1 11=111=1 11 I I—i I I—i! 1- V o ° Ilk ,d'� ° ,_,. • —' NOTE: LOCATE BOULDER NO 3 111 ;Ifi—T—III—III- MORE THEN 30" ABOVE GRADE. a• I I—� 11-1 I (� l SECTION N.T.S. Q= —) I „ m a - CC =II►-��� I►I-���=I- 6 I I III— l i i—III—1 I I I 3x ROOTBALL DIAMETER 8 SECTION - BOULDER INSTALLATION 5 SHRUB PLANTING 3 D-SHRUB DWG land arc *west 3901 westerly pl. suite 111 newport beach, ca 92660 UC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT SHEET CONTENTS. PLANTING DETAILS EXEC. ','', r"- r) Revisions: No. Revision Description: BID SET 10 24 05 BID SET 03 14/06 BID SET 05 23 06 Q WALL AND BARRIER RAIL REVISIONS 0 RETAIL 4 BUILDING LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION Date 10-24-05 Drawn By: SG/BG/AA U U Checked TJ/TA Job us 03-1170 Plot Date; 05-23-06 F Plan Set, F tl L-3mO5 C SHEET 25 OF 26 c. R OWNER'S CONSTRUCTION WORK RESPONSIBILITIES` 1. THE OWNER IS DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED TO THE LANDSCAPE ARCHITECT THROUGH THE OWNER. THE ROLE OF THE LANDSCAPE ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE CONTRACT AND OBSERVATION SCHEDULE AS NOTED. 2: THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. 3. THE OWNER WILL PROVIDE ROUGH GRADE TO WITHIN 1 /10TH OF ONE FOOT FROM FINISH GRADE. 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 5. ALL QUESTIONS RELATING TO INTERPRETATION of THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK, AND FULFILLMENT OF THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVATION WORK 1. THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED FOR THE OWNER WiTH THE UNDERSTANDING THAT THE OWNER WILL USE LAND ARC WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. iN THE EVENT THAT LAND ARC WEST DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND AGAINST ANY AND ALL CLAIMS. CONTRACTOR'S RESPONSIBILITIES 1. THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. 3. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. 5. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER. 6. THE CONTRACTOR WiLL BE RESPONSIBLE TO CONSULT WiTH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PiPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING LOCATIONS MAY BE SELECTED BY THE OWNER. 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. 9. THE CONTRACTOR WiLL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 10. THE CONTRACTOR WILL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM THE OWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADES ARE WITHIN 1 /10TH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE THAT FiNiSH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, AND CURBS. 11. PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS INCURRED BY CONTRACTOR. 12. THE CONTRACTOR WILL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE -SELECTED OR PRE -TAGGED PLANT MATERIAL PROVIDED BY OWNER. 13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE ACTUAL PLANTS THEMSELVES FOR THE OWNER'S REVIEW AND APPROVAL PRIOR TO PLANTING. 14. SOIL TESTING- 1 COMP. SAMPLE/5 ACRES -AGRICULTURAL SUITABILITY TEXT -REQUIRED TEST TO BE COMPLETED AND CiTY APPROVED BEFORE PLANTING 15. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON -SITE AND THOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE iN A TIMELY FASHION MAY RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5-FEET TO ANY FIXED . EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. 17. THE CONTRACTOR WlhrnYq�WR rCONTROL D Vic WNPRE R&nl IR REFER Tu--URAWINGS FOR qWM UiRE THEM. 18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM LOCATIONS INDICATED ON DRAWINGS. 19. THE CONTRACTOR WILL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. 20. THE CONTRACTOR WiLL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. 21. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. 22. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER. 23. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR OVERTIME. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT 48 HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: _ A. A CONTRACTOR PRE -CONSTRUCTION "KICK-OFF" MEETING B. WEED ABATEMENT EFFECTIVENESS C. FINE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE OWNER AND LANDSCAPE ARCHITECT WiLL APPROVE PLANT MATERIAL TYPE AND QUALITY; LOCATIONS OF ALL PLANT MATERIAL; BACKFILL MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. D. PROGRESS VISITS -PERIODIC INSPECTIONS WILL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE TO PLANS AND SPECIFICATIONS. E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE - THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE MAINTENANCE PERIOD. G. MAINTENANCE OBSERVATIONS -THE OWNER AND LANDSCAPE ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE PROJECT TO THE OWNER. 24. NO SiTE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FiNAL ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION. 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 28. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER MATERIAL. THE LiST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1') ABOVE GRADE (FOR TREES). A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. UPON RECEIPT AND ACCEPTANCE OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY OF TREES TO THE SITE. THIS LIST WILL BE REQUIRED WiTHIN FIFTEEN (15) DAYS FROM THE DATE THAT THE CONTRACT WAS AWARDED. LANDSCAPE CONTRACTOR'S SCOPE OF WORK 1. PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF -SITE IN A SUITABLE AND LAWFUL MANNER. 2. UPON COMPLETION OF ALL IRRIGATION WORK IF THERE IS EVIDENCE OF WEEDS ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED AND GRUBBED OF SURFACE WEED GROWTH, AND SHALL BE WEED FREE PRIOR TO PROCEEDING WITH ANY PLANTING WORK. 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES iN GRADE SHALL BE BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF WILL BE SMOOTHED TO THE OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE STOCKPILED AND REMOVED. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% GRADIENT. 5. THE CONTRACTOR WILL USE ON E�-LLSITE SOIL FOR ALL LANDSCAPE BE MOUNDING. WHEN ON�ONISN OVffla6 WALLACE LABORATORIES, ISEE SOILS L MEET HE REPORT: SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 20% BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 THE SODIUM A (''TIOPPMa OT EXCEED 6.0 MM. AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION EXTRACT OF THIS SOIL WiLL NOT EXCEED 3.0 MMHOS./CM AT 250C. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN 1 PPM AS MEASURED ON TH S RATIO TO i�Q""& G MIAOM,LOF THE IMPORT SOIL WILL '- BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR TO IMPORT ON SITE. 6. ALL PLANT MATERIAL WiLL BE OF A SIZE, CHARACTER, AND QUALITY WHICH MEETS THE ACCEPTED INDUSTRY STANDARDS (ARIZONA NURSERY AS A MINIMUM) FOR THAT PLANT AND WiLL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, OR OTHER DETRIMENTAL CHARACTERISTICS. 7. ALL PLANTS WiLL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND NOTED. 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS WI ROOTED a TTINGS�_$Q�d._.EPPUI�I/�k TREES AND SHRUBS AND 31CD-NOTED ON PLANS AND STAGGERED AS SHOWN ON DETAIL. 11. ALL PLANTING AREAS TO RECEIVE GROUND COVER FROM FLATS AND/OR TURF (EXCEPT GROUND COVER ARE S E THE FO J��1,�� . .AND SHALL HE UNIFORMLY BLENDED INTO THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL SOILS REPORT. 12. ALL VINES WILL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND WELL HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, SHEET L-3.05 ESTABLISHMENT MAINTENANCE NOTESe 1. THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNER'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND WILL BE FOR THE PERIOD OF TIME AS FOLLOWS: 30 CONTINUOUS CALENDAR DAYS 2. THE GENERAL CARE AND MAINTENANCE OF ALL AREAS WILL BE IN COMPLIANCE WITH THE CITY OF PALM DESERT MAINTENANCE GUIDELINES. 3. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE MAINTENANCE PERIOD WILL BE REMOVED AT TEN (10) DAY INTERVALS. THE CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE OWNER AND LANDSCAPE ARCHITECT.. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. 4. THE CONTRACTOR_ WILL TAKE THE NECESSARY STEPS AS DISCUSSED WITH OWNER TO -ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. 5. THE CONTRACTOR WILL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION. ANY SURPLUS MATERIALS AND DEBRIS WILL BE REMOVED FROM THE SITE. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1 /2 INCH WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. 8. THE CONTRACTOR WIN9,D'EiF THIRTY�30� AYS OF MAINTENANCE OR 9. FINAL ACCEPTANCE WILL BE GIVEN,,,,��jjE END FOR ALL P OTHARW&IX INATIO(�F HAS OCCURRED AND ES AB1'` SHMENT HAS BEEN OBTAINED. SPECIAL PLANTING NOTE 1. ALL AREAS DESIGNATED ON THE PLAN TO RECEIVE SODDED TURF SHALL BE AS FOLLOWS: TIFGREEN 328 SOD AVAILABLE FROM: WEST COAST TURF 88-200 AVE. 58 THERMAL, CA 92274 TEL: (760) 340-7300 FAX: (760) 340-7345 2. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1 /2 INCH WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. 3. THE 'SOLE SOURCE' SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. 21622 HONEYSUCKLE STREET TRABUCO CANYON, CA 92679 TEL: (949) 766-7457 CONTACT: CLAUDIA CALLIGARI 4. TREES TO BE PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL PURCHASE TREES. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND WARRANTY OF ALL PLANT MATERIAL. 5. PALM MULCH AS INDICATED ON PLAN IS AVAILABLE FROM THE FOLLOWING AGRI-SERVICE, INC. 30 SOUTH MELROSE, SUITE 341 VISTA, CA 92083 TEL: (760) 643-4041 CONTACT: MARY MATALVA 6. PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM: YOUNG & SONS 81-910 ARUS ST. INDO, CA 92201 TEL - (760) 347-7906 CITY OF PALM DESERT Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soli surface drainage, elevations and trash (including weeds & rubble) 7) Hardscape i Boulders - Cobble a. Sidewalk and wall layout b. Utilities location c. Boulder type, size, weight and placement 3) Irrigation System Rough -- In O. Trench depth and location b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4) Plant Material (trees & shrubs) a. Condition b. Type c. Placement S) Ground Cover (decomposed granite) a. Type b. Depth and spacing c. Compaction 6) Final a. irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iII) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall WALLACE LABORATORIES 365 Coral Circle E) Seplado, CA %245 Phone (310) 61"116 foal (310) 641-6863 June 29, 2005 fax 949/224-0044 Land Arc -I- West Tal Jackson 3901 Westerly Place n II I Newport Beach, CA 92660 RE: University Village, Southwest Corner of Cook St. & Gerald Ford Dr. Job No. 03-1170 Site visit on June 27, 2005 Dear Tal, The site has been over excavated and recompacted. The soil is sandy but is cemented except in depressions where blow sand has accumulated. Calcium salts and especially calcium carbonate and calcium sulfate form a cement upon drying making soils impermeable. The term is caliche when it occurs in the subsoil Agronomists call this :nil condition "hare! -setting sandy soils." 'Dwre are potential problems with deep water migration through the compacted soil. Unconipacted soil below the depth of recompaction should drain well unless a clay lense is present.. Clay lenses occur in floculpiains and are common in Imperial Valley_ Many of the farms in imperial Valley have aubdrains. Sandy soils have low water and nutrient retention. Organic matter can be addetl to increase the moisture retention. Organic matter will also condition the soil and reduce the eeinentin& Native plants could be used which are deeply rooted and which have .1mver• miter regtdrements. Tttey toleale i'tikrdlity better thm? ornamentals. Five soil samples were taken from the site at the locations marled on the site map. Sampic 3 was taken near the interjection of Cook Street and Gerald Ford Drive. Weeds were growing in the southwest coraer bear the intersection and in the westerly areas (sainple locations 3 and 4). Weeds were absent in the northerly area near sample areas 1 and 2, Due to the soil compaction, the rooting volume was low for the weeds. Some of the weeds had rooted deeper than 18 inches with a single tap root. The sails are infertile and alkaline. the pH values range from 8.54 to 8.96. Limestone. is nut press rit. Salinity is low. It ranges from 0.15 to 015 millimbo/cm. 'Vitrogen, phosphorus, potassium, manganese, sulfur, zinc: copper and boron are low 011 average_ The highest fertility is in samples 3 acid 4 where weeds are growing. Potassium phosphorus, iron, manganese, zinc and copper are the highest in these two areas. Low fertility will support growth in plants with large, extensive root systems which are ahlc to assimilate nutrients from a large sail volnmc. Planting density needs Solt Analyses Plant Analyses Water Analyses Land Arc + West, June 29, 2W5, !page 2 University Village, Project No. 01-1 I7Li to be low in this condition, Soil conditioning and soil amendment will: incrme the sustainable planting density. -lf MnMVs¢d4 ions C1.,FAN11P Clean up, construction debris and masonry maternal. Remove the trap 2 inches or concrete slag, trash, paint resides, etc, Highly containinated areas from confrere washings wd pains washings will need to be over excavated and removed. Rtmo4e sail !sigh in gravel, i.e. where gravel is over 50%i such as in planters in parking lot cutouts and near the footings of walls. RIPPTKG Areas where the soil is not readily rototillable treed to be nipped. Cross -rip the soil oo 18-inch centers to a minimum depth of 12 inches, 2 feet deep is Better. TILLAGE After approximate finished grade has'been established, rototill the soil as steep as practical but at least 6 inches. Reduce soil clods to a n=imum diameter of I inch in the top 6 inches, Do not till overly wel. stalls, they are not friable. Optimum moisture conrem is partially damp. Remove debris and clods larger than I inch in diameter from the top 6 inches. on avolromms4 lis!tla twf w o(Arl ;A "I "d wlii�t=*U"0n �ie'Wa L,ab 1179.Mato feet: trash as uhW& tillage, 04 bats as ha1�-ePcNo, IX3-'fi7a� , lB�It !!Aill�R11111f'�t it blaia 4 #u tat t L tMo sqow iRnet of Thk atly"efAg�Il�eu mla md3 I bk* edlpdortts , 'ice blow bo do 0t110nb aahe hr in d a " lolls tttbiad �t 11 � 1Nal swa mist, 'tuts above app�ion talppty tbta flblbWbo to sub loco itCd fort of WiL- s $ past ttlbtt�ly 4 panmr�I liltat� tr�iaad � l �t bot]a tdtrot* %aa tree 25 Wpm • I vWofNU= ldeoitt v ft Abnamose, Zfits, bkosweek i]✓oaa COPPerad ~low a I qActc►fTJkh id4aauataaa9f`Iate N0V10VtLc 1y 1**rP0Mttr the ctbM 11110LrUb 110 ft $ail 40 4 dolt of six am:. P0M.CACMNG bma ft soil and rahwe tie AIliitLi y. later to than CO, It ft pha poko is " sainifive w tdlt U sity, dw kaebbe eta +r taaoft it the soil bier SoW dWnW, TtAN." PLANTING I qmm pia ttin$ ppits� wrmully twice as wide as the rw tballs, The wails+ and brrixtsnn of ttic plant ;pits sli old not hunt$ tx~d soil except tt"Wr flrc rill, It weessivy, looms SWW soil by wiri( ft flea cull aqr%. AU05M ROLE Ar buxW bw ate tombs 15 SOm saki iitiW, mW a buk In A Wma of ft pkmft PR At Ion tlw 1 in dkm*r of eximft at low Six feet dftp from ft bue of ft plaWaS pk im-coittpMd ate, Soil A,aatlysm Plant Analyses Water Analyses Land .Are + West, June 29, 2IXi5, page 3 University Village, Pro d No, 03.1I70 BACKFILL ibl`3`X Blatad the following .materials into clean excavated soil or lulled soil. Remove detins, rwks and foreign material. Soil clods should not exceed 1 inch in diameter Excessive ,gravel s xadd not be present. hates are per cubic yantl: Urea%rmalddryde (384)-A) 1/3 pound Potassium sulfate (0-0-50) - 1/3 pound 'triple superphospbste (0 5-0) - 1/4 pound GYPS= - 1 Pound Organic amer at - 20% by volume i1l�rrt �ala�a Csriptaellimd wIn d'�and rm�cs; al+oaotoaoal�ad b;x � Waiitee � wbaa used as bad 4tie 3 of Use tsbo�4 Backfill tite draztsplant wilt the prepared soil and aupred hole if used. The root flare needs to be slightly above grade. If a basin is used, it should be used temporarily. Stamlipg water at the base of the trunk is undesirable. QROAN1C AMENDMENT THE PREFERRED SOIL. AMENDMENT IS LOCALLY COMPOSTED ORGANIC MATTER. Other humus specif`iratiow 1. Humus material shall have an ash content of no less than 6% and no more than 20%. 2. The pH of the material shall be between 6 and 7.5. 3, The salt content shall be less than 10 nrilWtiWcm 0 25' C. on a saturated paste extract. 4. Boron content of ft sawrsted extract shall be less than 1.0 parts pex rloiliiw. 5. Silicon content (acid.-insttbble ash) sbalt be i ss illuan 50%. 6. Calcium carbonate shalt not be present if to ire applied on alkaline soils. 7. Types of acceptable products are conVosts, manures, mushroom etyt *om, straw, aWf"a, eta. low in saUts, low in heavy metals, frft firm weed seeds, free of pathogens and other deleterious mil tsriais. 8, Composted wood produco are amditionally accepteMe Islable humus trust be present). Wood basal products are not Viable which are based on red wood or cedar. 9, Sludge -used materials are trot acceptable if the soil already has a high level. (toxic level) of zwc, copper or other heavy metals based on soil awlytiis, 10. Carbon -nitrogen ratio is less than 25: 1. IL The conVw shall be aerobic without nwlodorous presence of decomposition products. 12. The maxia>aum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 screen. Soli Anallyses Plant Aliwlym Water And Land Arc T West, June 29, 2005. page 4 University Village, Project No. 03-1170 Maximum total permissible pollutant concentrations hi amendinent in parts ,per millirm on a dry weight basis: arsenic 20 copper 150 selenium 30 uadtnium 15 lead 100 silver 10 chromium 100 mercury 10 vanadium 200 COW[ 50 molybdenum 60 zinc 300 nickel too Higher mnounts of salinity or boron may be present if the soils are to be preicached to reduce the excess or if the plant species will tolerate the salinity and/or boron. Tlicrc are three materials which will decrease the hard -setting of alkaline sandy soils - orgaaic matter, gypsum and linear polyacryiamide. Polyacrylamide will increase the uaterial cost per 1,000 square feet by about ,$50.00. It can be used if the owner would like to the hest growth conditions or if there are known growth problems in the local ore@. Fnr site maintenance: Apply ureaformaldehyde (38-0-0) at 8 pounds per 1,000 square feet twice per year_ ripply agricultural gypsum at 8 pentads per 1,000 square feet twice a year.. Morittor the site with periodic soil testing. Apply potassium and phosphorus it'needed- Apply gypstnn if the soil pH increases above 8.0. Sincerely, Lan, . Ph. D. L-"xecutivc Director GAIN',n Soil Analyses Pliant Analyses Water Analyses 1. THE SOILS PREPARATION AND BACKFILL LISTED IN THE SOILS REPORT ABOVE, WAS PROVIDED BY AGRI-SERVICE, INC. TO BE INCORPORATED INTO WALLACE LABS SOIL REPORT AS REQUIRED BY THE CITY PALM DESERT. 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE IN SOIL PREPARATION AND BACKFILL IS AVAILABLE FROM THE FOLLOWING: AGRI-SERVICE, INC. 380 S. MELROSE DRIVE, SUITE 203 VISTA, CALIFORNIA 92081 TEL: (800) 262-4167 CONTACT: MARY MATALVA �V11®L G fR�f=tw.S�r �' land (!, arc + west 3901 westerly pl. suite 111 newport beach, ca 92660 LTC. No. 4340 tel: (949) 224-0040 fax: (949) 224-0044 CONSULTANT ®LJA� \. 4340 / Signifture �neL » a �N�or /t SHEET CONTENTS PLANTING NOTES Revisions: No. Revision Description: ! BID SET 10/24/05 i BID SET 03/14/06 BID SET 05 23 06 0 ! WALL AND BARRIER RAIL REVISIONS RETAIL 4 BLDG. LAYOUT REVISIONS PHASE 1 B RETAIL 7/ JOINT COST ADDITION Date: 10-24-05 Drawn By: SG/BG/AA Checked, TJ/TA Job as 03-1170 Plot Date; 05-23-06 Plan Sets F L-3.06 SHEET 26 OF 26