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PP 1991-473 (5)ENGINEERI G SERVICE CORPORATION -CV CONSULTANTS IN CIVIL ENGINEERING,.LAND,PLANNING & SURVEYING , April 11, 1996 , J. JOHN ANDERHOLT Re: Tent. Tract Map #27031; A- PROFESSIONAL LAW CORPORATION Our Project :No: 3028.1 42 -600 Cook Street, Suite 205- Palm Desert, California 92211 We are sending you herewith under separate cover returning herewith Twentyfive (25) prints of the Vesting Tentative Tract Map #:27031: e�< ^X in, with your request ' for execution and return.(retain last copy){ f(#_, your information -e B y Hans Rusche Prolect Manager HR / ins 9641- AIRPORT¢BOULEVARD • SUITE 714 • LOS ANGELES CALIFORNIA 90045 • TEL (310) 348 -8030 • FAX (310) :216 -6993 , I . J rri ca :.y • � �' urn.:' T C4 O CD m rri C/) im LSL , TRANS - -- LSA Associates, Inc�� To: City of La Quinta Transmitted: 78 -105 Calle Estado ❑ For your review ❑ Foryourfiles La Quinta, CA 92253 ❑ Atyourreguest ❑ Foryour information ❑ Foryourapproval ❑ Distribution Attn: Mr. Jerry Herman /Planning Director Date: 11/30/92 Subject: Project: CA -Riv -150 Project #: WS0201 Date Copies Description 11/30/92 1 Draft Report on the Archaeological Test Investigation at CA -Riv -150 I i he above are transmitted: ❑ Herewith ❑ Under separate cover x] via: Federal Express '----- t- -- --- -�- -. (' -r,i — F +),o –o + t.,oro oo„+ +.,. ht Th or., U l 1 ., + +., /r 11 l,1 i -, IT I'1 c,.. Archaeological Society, Mr. Richard Milanovich /Agua Caliente Tribal Council, and Mary Belardo /Torres - Martinez. Tribal Council. 3403 10th Street, Suite 520 Telephone 714 781 -9310 Riverside, California 92501 Facsimile 714 781 -4277 1 ti i5 r� CHICAGO TITLE 560 EAST HOSPITALITY LANE, SAN BERNARDINO, CA 92408 (909) 884 -0448 Date: APRIL 11, 1996 Enclosed you will find the radius requested by you on Assessor's Parcel No. SEE ATTACHED MAP This radius has been prepared as a courtesy using the most current assessor's tax rolls and equalized plat maps available to us, as per the county requirements. While the information herein provided is believed to be correct, this company assumes no liability for any loss occuring by the reason of reliance thereof. Ey. 2 Customer Service 0 RIVERSIDE COUNTY PLANNING DEPARTMENT PROPERTY OWNERS CERTIFICATION I, LYSA DELtON y certify that on CINWAN APRIL 17, 1991 , the attached property owners list was prepared by First American Title Insurance Company pursuant to appli- cation requirements furnished by the Riverside County Planning Depart- ment. Said list is a complete and .true compilation of owner of the subject property and all other property owners within 300 feet of the property involved in the application and is based upon the latest equalized assessment rolls. I further certify that the information filed is true and correct to the best of my knowledge. I understand that incorrect or erroneous information may be grounds for rejection or denial of the application. NAME: LYSA DLLEON TITLE REGISTRATION: Customer Service Representative ADDRESS: 3625 Fourteenth Street Riverside, California 92502 PHONE (8 -5): (714)- 787 -1730 SIGNIATURE: DATE: APRIL 17, 91CASE: See Attached 617020007 617020009 Jamie L Davidson Jamie L Davidson P 0 Box 1461 P 0 Box 1461 Fresno, CA 93716 Fresno, CA 93716 617020013 617020014 Jamie L Davidson Cvcwd P 0 Box 1461 P 0 Box 1058 Fresno, CA 93716 Coachella, CA 92236 617020017 617020019 Adams L Washington Simon Family Partnership 2377 Crenshaw Blv Ste 300 78611 Highway 111 Torrance, CA 90501 La Quinta, CA 92253 617020021 617020022 Jamie L Davidson Jamie L Davidson P 0 Box 1461 P 0 Box 1461 Fresno, CA 93716 Fresno, CA 93716 617020024 Jamie L Davidson P O Box 110 Pomona, CA 91769 * ** LABELS COMPLETED * ** 15 LABELS PRINTED 617040006 Earl R & Florence 13420 Newport Ave Dustin, CA k ** LABELS COMPLE' 1 LABELS Kiernan Ste H 92680 QED * ** PRINTED 517051001 Betty L Heard 78451 Palm Garden Pl La Quinta, CA 92253 t ** LABELS COMPLETED * ** 1 LABELS PRINTED 617020025 Jamie L Davidson P 0 Box 1461 Fresno, CA 93716 617020011 Cvcwd P 0 Box 1058 Coachella, CA 92236 617020016 Adams L Washington 2377 Crenshaw Blv Ste 30 Torrance, CA 90501 617020020 Jamie L Davidson P 0 Box 1461 Fresno, CA 617020023 Jamie L Davidson P 0 Box 1461 Fresno, CA 617020031 City Of La Quinta P 0 Box 1504 La Quinta, CA 93716 93716 92253 617051006 Richard L & Helen Gullion P 0 Box 1000 La Quinta, CA 92253 * ** LABELS 2 617051018 Robert P & 46405 Came La Quinta, COMPLE' LABELS Marcia o Palms CA PED * ** PRINTED Maloney Dr 92253 617051021 Pauline Finch 46285 Cameo Palms Dr La Quinta, CA 92253 * ** LABELS COMPLETED * ** 4 LABELS PRINTED 617051027 David E Orme 78510 Singing Palms Dr La Quinta, CA 92253 * ** LABELS COMPLETED * ** 3 LABELS PRINTED 617051031 R L & Susan Thomas 20101 Wells Dr Woodland Hills, CA 91364 * ** LABELS COMPLETED * ** 1 LABELS PRINTED 617051007 Ernest 0 & Mary Vossler P 0 Box 570 La Quinta, CA 92253 617051019 Thomas F & Mary Siersma 869 Circle Dr Santa Clara, CA 9505 617051028 Robert Fiore 78550 Singing Palms Dr La Quinta, CA 92253 617051020 Joe R & Pamela Hernandez 46325 Cameo Palms Dr . La Quinta, CA 92253 617051029 Wilfred & Doreen Huerta 29580 Poppy Meadow St Canyon Country, CA 91351 617052001 617052003 ;617052004 James E & Sherri Vandorn F B & Marlene Tosti ;James F & Mollie Siri 46290 Cameo Palms Dr 4712 E Avenue R12 ;46410 Cameo Palms Dr La Quinta, CA 92253 Palmdale, CA 93550 La Quinta, CA 92253 617052005 Donald R Rector 46450 Cameo Palms Dr La Quinta, CA 92253 617052011 Lee Sleight 46600 Cameo Palms Dr La Quinta, CA 92253 617052014 John R Harvey 46645 Washington St La Quinta, CA 92253 617052017 Steven D & Janet Gaylord 46555 Washington St La Quinta, CA 92253 617052020 Roger & Maria Grace 46445 Washington St La Quinta CA 92253 617052026 F B & Marlene Tosti 4712 E Avenue R12 Palmdale, CA 93550 617052029 F B & Marlene Tosti 4712 E Avenue R12 Palmdale, CA 93550 617052034 3ary R Henderson 46530 Cameo Palms Dr La Quinta, CA 92253 +� ** LABELS COMPLETED * ** 26 LABELS PRINTED 517061001 kldo A Corsini 3370 Mira Loma Ave knaheim, CA 92803 617052006 Frank L Como P 0 Box 149 Cathedral City, CA 92234 617052012 Kurt D & Debra Hoffman 46680 Cameo Palms Dr La Quinta, CA 92253 617052015 Thomas Casillas 46615 Washington St La Quinta, CA 92253 617052018 Anthony F & Janet Allen 46525 Washington St La Quinta, CA 92253 617052021 Kenneth F & Becky Price 46405 Washington St La Quinta, CA 1 92253 617052027 F B & Marlene Tosti 4712 E Avenue R12 Palmdale, CA 1 93550 i 617052010 John C & Joyce Mcdonald 38890 Kilimanjaro Palm Desert, CA 92260 617052013 Lynn.R Arrastia 29827 Via Puesta Del Sol Temecula, CA 92390 617052016 John F & Madeline Maselt 31 Montecillo Rolling Hills Estat90274 617052019 Veronica M Soptich 46495 Washington St La Quinta, CA 92253 617052024 Wayne W & Audry Weber 46285 Washington St La Quinta, CA 92253 617052028 F B & Marlene Tosti 4712 E Avenue R12 Palmdale, CA 93550 617052030 617052031 F B & Marlene Tosti F B & Marlene Tosti 4712 E Avenue R12 4712 E Avenue R12 Palmdale, CA 93550 Palmdale, CA 93550 617052035 Gerald E & Maria Forrest 46560 Cameo Palms Dr La Quinta, CA 92253 617061002 Matthew Miller 16962 Ruby Cir Huntington Bch, CA 92649 617061003 Josephine R Taylor P O, Box 663 La Quinta, CA 92253 *** LABELS COMPLETED * ** 3 LABELS PRINTED 617062005 Kathryn L Aberle 78450 Crestview Ter La Quinta CA 92253 * ** LABELS COMPLETED * ** 1 LABELS PRINTED 617063006 David F Johnson 46910 Highland Palms Dr La Quinta, CA 92253 *** LABELS COMPLETED * ** 2 LABELS PRINTED 617063012 Vicente F Alderete 46805 Cameo Palms Dr La Quinta; CA 92253 * ** LABELS COMPLETED * ** 3 LABELS PRINTED 617064001 Richard L & Loretta Levi 46700 Cameo Palms Dr La Quinta, CA 92253 617064004 Hans E & Lana Deroock 46800 Cameo Palms Dr La Quinta, CA 92253 617064007 John E & Carroll Brittain 3107 Eddes West Covina, CA 91791 617063007 Gideon & Francine Cohen 46865 Golden Sands P1 La Quinta; CA 92253 617063013 Gregory Savelli 46775 Cameo Palms Dr La Quinta, CA 92253 617064002 Raymond & Deirdre Hunt 46730 Cameo Palms Dr La Quinta, CA 92253 617064005 Kenneth R & Tina Siess 46840 Cameo Palms Dr La Quinta, CA 92253 617064008 Clyde A Davis' 46895 Washington St La Quinta, CA 92253 I, 617063014 Warren E & Adele Bliss 78451 Crestview Ter La Quinta, CA 92253 617064003 Michael & Karen Piper 46770 Cameo Palms Dr Ila Quinta, CA 92253 .617064006 Harold W & Therese Heitz P O Box 1336 La Quinta, CA 92253 617064009 Steve & Linda Meyn 78365 Highway 111. Ste 28 La Quinta, CA 92253 617064010 617064011 617064012 Emma L Sharpnack David & Maria Herrera Emerson Pollard 46835 Washington St 5008 W 140th St 46775 Washington St La Quinta, CA 92253 Hawthorne, CA 90250 La Quinta, CA 92253 617064013 617064014 Richard Winkle Jeffrey & Sharon Richards; 83525 Date St 46705 Washington St Indio, CA 92201 La Quinta, CA 92253 * ** LABELS COMPLETED * ** 14 LABELS PRINTED 617070005 617070006 617070007 Routhford J Burkett Wilma Pacific Inc Wilma Pacific Inc P 0 Box 251 1301 Dove St #300 1301 Dove St #300 Thermal, CA 92274 Newport Beach CA 92660 :Newport Beach CA 617070008 Wilma Pacific Inc 1301 Dove St #300 Newport Beach CA 92660 * ** LABELS COMPLETED * ** 4 LABELS PRINTED 617070013 617070014 Wilma Pacific Inc Cvcwd 1301 Dove St 4300 P O Box 1058 Newport Beach CA 92660 • I Coachella, CA 92236 , * ** LABELS.COMPLETED * ** 2 LABELS PRINTED If 617070017 Wilma Pacific Inc 1301 Dove St #300 vewport Beach CA 92660 +� ** LABELS COMPLETED * ** 1 LABELS PRINTED 92660 617070020 617070021 Wilma Pacific Inc Wilma Pacific Inc 1301 Dove St #300 - 1301 Dove St #300 Newport Beach CA 92660 i Newport Beach CA 92660 * ** LABELS COMPLETED * ** 3 LABELS PRINTED ' 617070030 Ag Spanos Const Inc 9449 Friars Rd San Diego, CA 92108 * ** LABELS COMPLETED * ** 1 LABELS PRINTED 617070032 Ag Spanos Const Inc 9449 Friars Rd San Diego, CA 92108 617070035 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 * ** LABELS COMPLETED * ** 6 LABELS PRINTED 617080002 Prop Del Monte 13911 Enterprise Dr "Xarden Grove, CA 92643 k ** LABELS COMPLETED * ** 1 LABELS PRINTED 517080020 2aymond T Troll 13911 Enterprise Dr No B 3arden Grove, CA 92643 617070033 Ag Spanos Const Inc 9449 Friars Rd San Diego, CA 92108 617070036 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617070022 Roman Catholic Bishop Of 1450 North D St San Bernardino, CA 92405 , 617070034 Madison West Partnership 78755 Darby Rd 'Indio, CA 92201 617070037 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 * ** LABELS COMPLETED * ** 1 LABELS PRINTED 617131001 Aaro W & Laura Juvonen 76670 Lark Ln Indian Wells, CA 92260 * ** LABELS COMPLETED * ** 1 LABELS PRINTED 617131011 Newco Dev Co 10100 Santa Monica Blv 40 Los Angeles, CA 9006.7 * ** LABELS COMPLETED * ** 1 LABELS•PRINTED 617840010 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840013 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 9266C 617840016 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 9266C 617840019 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA. 92660 617840022 Rilma Pacific Inc 1301 Dove St Ste 300 vewport Bch, CA 92660 617840011 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840014 1301 Dove St Newport Bch, 617840017 Wilma Pacifi, 1301 Dove St Newport Bch, Ste 300 CA 92660 c Inc Ste 300 CA 92660 617840020 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840012 Wilma Pacific Inc 1301 Dove St Ste 300 :Newport Bch, CA 92660 617840015 'Wilma Pacific Inc 1301 Dove St Ste 300 ;Newport Bch, CA 92660 I 617840018 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840021 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 * ** LABELS COMPLETED * ** 13 LABELS PRINTED 617840029 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840032 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840035 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 k ** LABELS COMPLETED * ** 8 LABELS PRINTED 517840043 Rilma Pacific Inc 1301 Dove St Ste 300 Vewport Bch, CA 92660 617840030 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840033 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840036 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617840044 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 517840046 617840047 gilma Pacific Inc Wilma Pacific Inc 1301 Dove St Ste 300 1301 Dove St Ste 300 Jewport Bch, CA 92660 Newport Bch, CA 92660 517840049 61784,0050 #ilma Pacific Inc Wilma Pacific Inc L301 Dove St Ste 300 1301 Dove St Ste 300 Newport Bch, CA 92660 Newport Bch, CA 92660 k ** LABELS COMPLETED * ** 8 LABELS PRINTED ** ALL REAL ESTATE REQUESTS-HAVE BEEN PROCESSED * ** ?RESS RETURN TO CONTINUE > 617840031 Wilma Pacific Inc 1301 Dove St Ste 300 ;Newport Bch, CA 92660 617840034 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 .617840045 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 1617840048 Wilma Pacific Inc 1301 Dove St Ste 300 Newport Bch, CA 92660 617-84 T R A 020-024 �° A -y� p y THIS MAP IS FOR 617 -07 POR SG 114 SEC -3®� /. 5S 1 !T. / E ASSESSMENT PURPOSES ONLY 02 i 4� _ &/ B9 °29'55 ^E nl^ �' oyasB4� <<69'? _ i S7B.�/ /LOT F -F 0.23 Ac .c ��4'4/G0 «.0? 2 42 -141.3 Y l /c- 2G 7 /58 �. 173 O 145 144 143 142 ` O two\ 30 174 P k m a I� a c O /4/ /S /o <. 0 171 N /60 e+ 157 146 y ' L -30. zf�) 5 333 136 o 0 � 90. > Q .-. � a 1.3.95 .� _ LOT O � /4 h 03 �. Q I 8 (P 0 67 N O7 39,24 (01' O7 / p9 g2 J C R /VgTc STREET qc 175 J 161 /�11� �p o�7> M 14 8594 J v \ I I s O n'S 170 p 156 q„y 147 5g4A �� 4.11.55 07 + �y b9 B < 0 O c s oo �.,8 34 136 /39 I t 22 �y �° / /2. /� 0 /37 /9 3 �` . -. h n.,T. ..�\ ,...r— �/. � m.,�...r/.3.8..`- 169 �` 155 tvt x148 ' hn o n h p� / B¢• O o 20 54 O pa 135 76 o 99 S- 111. 177's -, ie.so 7/ 163 1iJ59 154 113.87 �� O i34 97. s9 S2 ,Z N 0 149 ti O 133 � n /Z 0. ^ e " Y ' v � r , \pg f32 vh /78 4 0 39 7.36 109.54 Y / /s. 99 93 //C g� cs2o b 4p9 6 `� (D7 -0. 164 �' 153 ,�d.t. _ To /''c. 1E. 37.74 L-33 o V 167 I Q M o /50 F �i:a� 'Q /mar 3 .f/ 4 o \b '3 *, 02 ^ a 4/ V n h O I,Q .`1 4/. q ,2 3/ � P S 115.16 . �4 c j /79 � � � / a � � v83s.9/z •: /3/ } 165 .� /52 127 �� 9 S 07 � 166 h 0 a h 151 < / z9 13 ry V I O /28 X 8,.31.4,0 � � r . /2 9 7 a O /30 9//O .10 2.7 . 1 9 s-7 �9 N � � / I� DEL � n o O Q LOT T �Z3 90 w. a / o� off' O- /4 Ac ( `` e> ^� LOT C -C OnTE OLD NO. NEW NO. I Lry V� LOT S Q 0. 07 Ac I Q 83 �3 AlC \ O M. S. 227177 -78 Tract No. 26152 Ogre: ,v.6. 114169 -BZ ASSESSOR'S MAP BK. 617 PG 84 ,IAN /99/ ✓RB R /vF,4c/nX- /`n/M17-Y rA7 ic °� /3 25- 19 - - �CJ�/ ®TR.A. 020 -011, 007 -041 S 112 SEC. 29; T,55., R 7E THIS MAP /S FOR ASSESSMENT PURPOSES ONLY /3 "p 6 617-08 r.R.A -020— N112 SEC. 29, T 55, R. iE BK. 6/3 THIS MAP lS -OR ASSESSMENT PURPOSES ONLY ti /7 D e W. 08 r �� 617-07 O/ T C. A O/6 -002 020 -042 ♦ . • ♦ • DA T£ %uss 1 OLD No /opt/ NEW =A /y 2/79 020-002 020-043 /5 51'76 015 16,17 020 -003 80', s0z /e, /9 // j9 776 020- 024 6/eo 3 2r _Z3 9/80 0/6 -043 Z4 2 ZS �I 4 z6 9/8Sc I� 27, 2B* os90 P9'' 03 � NI r' Jn'f.f "/ Z7i�.rl oll P. M. 79158 I r EX. �i1 `• q 3 Zo o � �?. ! /3.10 Ac. > ,o Fl P h 400' i5 rR/ 0/6 - 043 rRI 016-00Z., (41.61) /.65Ac.� / P EX pl 1�/ i9 - P 26.86 Ac- 0 623 ♦ . • ♦ • DA T£ %uss 1 OLD No /opt/ NEW =A /y 2/79 /2 /5 51'76 015 16,17 8/79 80', s0z /e, /9 // j9 776 20 ZI 6/eo 3 2r _Z3 9/80 I Z4 2 ZS 4 z6 9/8Sc I� 27, 2B* os90 P9'' 24 21.07Ac.i ( PM. 79158 -59 M3 227177 -78 26 40.8940 r i _ L _ Ponce/ Mop 15772 Tiocl No. 26152 DATA= R/S 7/92, 914 , 9198, 23173, 40170 , 41138 M.B. 40181-83, MAP621 -F, G.L.O. PLAT M.8. 2M169-(92 Tr24230 5112 SEC. 30, 7.-..� S, R 7E 06 X2&/ 03 PA R. / 14. BO AC. Nt /272 7. PAR. 2 0. 42. BO AC. Nt. � 02 N ft LO/ L1 � •¢ 632.21' r, 16/12 Lo/ FF .4 /EJ O N I m• TRA �^ � d ate.- •ca4- �--- �� -.,.�. - ti.- ,�.�.�,� � p� h n 60 TR. 24P30 f'8M. LB h Lot Z81 i o t t ( F Lot 28.5 ~ 1 � Lj 32 say° �. ♦ — _ _� 0 33 Q Lj h r O 5.45dc I t ``• Lot CC /OJ7da v J yi2' . /ac c 44 57 v ✓.L*/ S a v2 - `° Q .,4 i �O c. 13.T /Ac E r yap 1 �w Lot DC = � v °4 ' ^ vy�� o v 3 ( T,� 5e x t.1t.e 5.0, 2 GY �� ` L�S , O - sue. C s �+ .� iA 15� Lot E£ b I` //46f/,� ma yo- �'li.o t' (LAXE) 'q ' I l yr 0 w `bt3v' 36 21 ISAc we 3b- 177 W y Y LOYA p r� 1 `, .. I O I /O�0 4 �.Ld 282w _ 2 +. yb l `^_ V h i�°ti �)• _ n 3.95, Rk nio J. i 1 ✓ 123s7 P. N. 79/98 Lot 285 25 \1 a i . Q . 8D + V O 3./ ll Q r y t I 0174C1 u /2264 c. s 79 I ti J v i e 9 -T - l `ti su.06' Ld cc .°• ``$ Lot 819 T, 26152 ,—T- ra. PtP3o L71T'v'— T _ o - 4/P//43 57 M fett.79 Si♦ �. r1 - 70 A THIS MAP /S FOR ASSESSMENT PURPOSES ONLY YLYy, rR.14P30 Lot � /4 EX w �o /. 78Ac. 4.1 \rte'/ l JBA >r \ �' • RA 020- Oo 60' Rds. per inst. 32692 4159 ^ ti ti /3 p/ 5 29 32 ASSESSOR'S MAP SK. 617 PB.07 RIVERS /DE' CMAfTY, CAL /F' P- — POR. E //2 IVW114 SEC. 30, T. 5S, R iE os � 04 0 ..l, 7.11 1S •,r 7. [f >.a! 1.1.•< TR. 2117 s • • r 5 35 36 37 /4 /4 33 34 " \ " 56 /O N �< 062 l4 69 ��' /00 r.. r a 57 (2) , a O 32 31 30 29 58 ,. i2 67 .. 27 /5 24 25 O /2 12 Alo O 59 064 65 I t , 26 03 l6 0 • - 02 023 G �� ;L /0 65 O21 " 61 06� 64 0' I q) s /8 W 5), -,, R /9 20 F 1 9 62 7, g 63 Y Jf 7'll'I5 _r 1 1 ` Y ' t rE i OGD Na � NEW .5b, � 7 6 Y 5 4 3 2 rR. 2// 7 O O 0 O 0 0 O Ia- M. B. 40181-8J Tract 2H7 07 DATA R/5 5136, 71-92, 914, MA P 62/ - F ASSESSOR'S MAP SK 617 PS. 06 RIVERS /DE COUA/TY, CALIF �6 APRIL 1967 N /I•' l '�l ..� J1 J� 1 n ��. rH 2043 Q 24 25 26 27 0 23 0 G o 0a AL MS DRIVE 22 1,4' , .ie.• 1'r / "i n n � � o 19 6 rl 24 5 2/ 23 y 20 J/f II 0 19f QL. 7 /Bta. y i I 20 0 02t4c OJt Ac 75 00 Le f 1. f< • l l, J r � l7 19 9 0 0011 ac � • U o /5 /7 s ti o e/f AC. l6 14 2 � ,�1• l6 ` a /0 O` O /3 / I� rR.zu o, 12 76 o 50 / :52 rR.2043 rA 2/l 7, /. 40 f AC. ° _\ 48 hl 49 /8 75 47 .5/ 34 } 0 25AC. f ' SAND PL AC Wall Lol kA I FL OWER Lol c /7 74 M , M 0 46 52 n 45 44 v 0.25AC. 16 73 O \ O 6 0 42 43 O4/ /5 72 M PAL M PL ACE ,GARDEN i 71 :040 39 38 ° 55 /2 l3 70 l _ , ro 3'J it • O N. 0 _l I �I BK. � 6/3 4' r£ I OLD Na NEW All — poi opt �°p�e°ajl 132 2 1 4 /,,: 200' r. C. A. 020 - 003 FOR E112 /VW 114 SEC. 30. %5S, R iE OA T.4 G.L.O. PLAT, M. 8.40/8/ -83, 4//6 -7 JADPII /9Fi 7 60'Rd. per insf. .32692 4159 03 R/S 5136, 7/92, 25189 ASSESSOR'S WAP SK. 617 PG. 04 RIVERSIDE COZINTY, CALIF �� i 617- O2 FR ,,4. 020-011 020-002 020-009 60 60� 020 -042 03 04 N112 SEC. 307 T. 5S, R. 7E 604 05 1-Abn. O -R 1360168 THIS MAP /S FOR ASSESSMENT PURPOSES ONLY 60 04 7-4rE I OLOMa NEWAb. DArE OLD No NEW No. I /0/90 127, 30 3/ 11 70 CpE :oF = ^.9 I I Z'74- 8 Z179 1 /O B/791 e01 14 1- Bra 1, 3 /J 9/8/ 4, 15 /6. 17 /Z e r OA TA: R15 18155, . CVCWO R/W -- - - /8 9 -25 -/3 — 214J0— '5143, MB. 40182 -83, 4116 -7 R1W X/ -R /V - 187- 0, MAP 621 -F 60't?ds. per /nsf. 32692 4/59 0.63 Ac. f 07 R1S 5136, 7130, 7192, 6114, 9198 PM 113149 -50 ASSESSOR'S MAP BK. 617 OS. 02 RIVERS /OE COUNTY, CAL /F, y t 4 s - N I M E D I P L E X it MEDICAL BUILDING CORPORAVON II Henningson, Durham & Richardson, Inc. EL M I RADOR MEDICAL PLAZA LA O U IN TA .J'. J2G' -�•" __-- _ - -- - - -_--__ in�� -cry , �Zt'. - 6t> 6a III loll Il'Fl7-.DlI Ell :1 D E] 1 EXTERIOR ELEVATIONS I ' • - I r SOUTHEAST ELEVATION ftoje" Mm"bw 0725J- 002- 032 Deft 10/7/94 Archltecta,rol C000rdinnow GEKR/CH MEL I SSA- KEATON MIKE TAKGNEY struetwd STEVE PUNCH JAY WINSLOW EkwbicAl MERLE HAWK ! KS D ... ii _ SOUTHWEST ELEVATION OF 0 Aw El 2 ROOF BELOW 1W BELOW / / DECK / / \lp DEC15-,., 7= WCK RENTAL AREA DE \PECK j BALCONY RENTAL ARE A �- A-� H RENTAL AREA sTG. ELE xx y, . '�o �:y. y PLANTER PLANTER TILE ROOF --TILE ROOF 0 ME�IFLEiXI SECOND FLOOR PLAN CDR - ORATION MEDICAL BUILDING MEDICAL PLANNERS 4 i li I� ►� I�i]DGG°�LQDElG� LJ E LQ� , "I PROFESSIONAL Ap I =) L, 'n, 'In, 9 Z2 Z2 Z - I on I ME OPL roq- r— BALCONY rr-ypa '4z MEDICAL MH CORPORATION � HER s r 1.1 1 . ........... I 1 `\ r WORKSHOP #3 G - G3LQDOG� MILTM L-IAEI:Dll AL Dr ED (o Mn �lc�doc�a0 C3�o�clo�g 10) o�a�oo� r P. t v s r 1.1 1 . ........... I 1 `\ r WORKSHOP #3 G - G3LQDOG� MILTM L-IAEI:Dll AL Dr ED (o Mn �lc�doc�a0 C3�o�clo�g 10) o�a�oo� 0 i= e o 0 •r 0 0 •o 0 0- i 1 i i� 11 .. t I r, illllj /► .. .i .i 0 TRASH DiA 93STER W 16' t#Gtl . SCREENWALL ENQLOSIRE • • • I. .......... ............. .............. ................... ................ LAWN ...... I 3: a: •;; • 6' fiGI DECORATIVE SCREEN WALL IL_. �T DATE PALMS (Ty'•1 If Il � LAWN J dr r' •ot h v •� •Na•. •'• t•. vrM .:N • • • r J i LANDSf%A J3= ZONE A s � o r - • ZONE B OFFICE BUILDING OVA goo �■ o ^ oa \ � cl 1 `J •' IIIIIIillllllllll�l IL l�POW � � 1�10i�j��' �.► FARM, b w "7/ - Oil i I i December 191 1991 G°�LQDOGED GEC D��LaL� G�lc�col °opOc�� Lw(perloc�a� C3�o�colarng L7 Coon ,! Cf�'11DIM i M [M d �c M [p (� 0 n n� o G7lc�doc�a� [P)umn NORTH SCALE 1' -40' og� ° PROPERTY LINE SERVICE AREA I FUTURE EXPANSION . I /A( / T i OUT DOCTOR PARKING • t:. IN • Z Z O O. / MRI PARKING DELIVERY /SHIPPING w o- MITI !! x uj 1:1, fl • } !l!! i}iI;'1tIl,'`i!� !:+r,!1,.l;!j a , �" PI 1! I,1,� {! ?I!+� • ;y !� !I.!+ ,,• y {!A,,' I'.,,!; , r I!I ?ajl ! i ,, Mill W / 'i�� hl, n!'•1 ?, !i i,'I ;�} 1,�il�.11il l + ?1 {,IL• ! , '!LYiI�V•: L�! {!fll "'�!,I�1 }} �,I A ` (" a cr !I,,,� !: ,I��!! �' 11 ...11 .4'� {� �: !!�vv.I�� }} Ih� `I:,!}.� ,;,wl. }:I�LI !}I �. 4,r,}•:! J ^ � �i? ki 1 U• •l.� d ,1! it {L . 1:1L!, �I • „l.! I� li'f? II LI! , n} , ,, r't:. I""� �. ,. �h 1 I it (t',;;, ,P1!, ,!r!!{ I�� },! ! • 1i h .It, l ?,, • i : ! :, ,: Q ,! ,�11��4' ��I'? �'• • ttf + +• I� I I� i } � }b�,!! ; , �! } ! ++ (hi; !! ! }; 'p�, r, , �+ I, h�1 , r `; 1! ;! !{ ! �'r� ila:ht I I'� I' �i'� ' }!�i�;' .'f�' 1 I , }•s� :v ? �,L } �' � {.' 1'+! } • i;�Ili I'. , �, , I , {! {{` +i':;1 } ap a ,''i tl! {u' t p + . 11� �Pii �! I }. `; �� , t�''r. 1�1 ><� n ' „I, t }!i,� ,}��ry�'i ,I! . .a ♦• LL Lu ya. .�: � ,;, ,! a ,, iM, ! I!n'b I! u;j, �! "i : ;I: !i ! .,Ir„ ,.1 I1 �11h'' {, }9k; i }1rL' .t r 6,'i•' ,I�I�,. `,�:? I'�n! 4 ! �' 1 ,1::. ! k I r ! +�!t � l ,9 . + 'r ! +a MIN !;! }! , :dl� ili• �!'.IN' i :} :1 { . {� }g : ?11!' { ��I y j'L!, I, ?i::'1; ,'II ! ii t, ! ' �. y 14� Irla .�. .Itt4��1!}} ! �. } t,1�n`j;�l '! `� +� !};„ I f� tt q ! !. �� , � Ri� ! ! +� j,,�I 4 , },I..!;:11 j� t !911;1.,'• �i��r,tu ?r +! ?; '! I,�1. O �,I''!�, :t!I :, , 'I !�j : ;1:?L, f tl�l. ,� 1t I!� {a�� {. 1 1 � ,h,.! I: I . �`.::,t1 ,, ., '!! � ! � i< t• r: ��I,W. ,t.Pyi„ � : L (li +>� �!,�!� °.,n t�?I �'�; +i� (' ;� �y!� f�r.�i�,lq��'a•..!,!I {j ��}+ V:: �!'I. °f ''II? I w�, ! } C ?•,, �. „ i,;,�,�4' i!5p }' t,�i} �1i1�!!!L 1° 4! }!,!i {I r,ll tl+�l , �� 4p,,��l' ,..•p ,, ?1'I ?! ! y }:,! 11+ "� •! ,I {1!�j1 �t�� !f , j jI !i:� '!• :t!j:! h`t , i ,. ,i i i !,h'!' i !i, ,!! i.i ' ,;!;I'•�r II' �!i ? 4. .. ..._ z. ;;,��j, h. ' `�41 h;•j llti� i;I �p :1� +h1� ,i . , 1 t!� .I• .,�,iyl j ,�tl ? ,!?� .,i! , Ih �P / y r: �� , � fl r.: + �, �''' � !'' ,i� '•�' ! � ! ,.1!!� ;III, ,ll., ; , , !! .� d, r + � I� }• .y:`�1 }1! :t1}I'Sj!�? 1 y .I ,�� ,1,��!p. u {�!I ,{ I,i ,w.! I� ! ,: , I , , 1 , ,!tl! ` P.,•I �, �!!! P," }I?�� I' : 4I�:�6� t� „11 : � , +y !1,a } }q,14>!� : ; {1v '! ..!{4 alI{}�!+,!!�,p! ,,��!``+' :!;I, 6,r.•,1;1 it91�j:� h�1�11' : { �• ! ,'!. r ': it i. j(4 . �! ih!'�!Ij d tl .,1,11} t , r �• I i '1 �!la�! . 1:�.V �,. 1 �v .+ . ,1 i ' }I� i ��. j;11 �!!f ' , �!i r: !i � 1, ?t! , ,.'�. ! j It ,,!1��• } {1, I !.. , I! tt I ! ri; � !: 1;�'�. 1, !`j,'`j!y1`l I ...:I� H. !�.:r!t''I!:" ,i • ♦r. \ . i �I, 1 � 9'� •� � 11i' ! (1'I , r I`I �•• {! It r! +..i, } II•,,,ii cr CL _,.�•, .. - ui ..,!I��ilr{l, :i11: �'pI'; ! i �j�;1��x�I,� !i' i �� °� ` ' +! i , N '! r• � P�I; •� ��'t �f , Lp c� • � `f,�jj!��19`t�'I'''"!.:, ryj� ''! �yl�' `1 N I {` !. „!.. '��,'; jY'!}j`�'! 1 - -•—+- • 'i11f!,;;�n� } i ,i '( •11,1 }� ,' ! �` ' e! Will. ,�, r ac y y f _ LJ �s LL 1z ' PATIENT /VISITOR PARKING 1 cc No CL DROP OAF p 1 N- � • EMPLOYEE PARKING i PATIENT /VISITOR PARKING —� O'U T i N — — ROpERT`f L1NE PHASE I STATISTICS lauttLDING • AREA 8 -1,790 GSF -� PARKING 432 CARS r _ _ _ ......_._. _ —_. _ . • A-�- �! - �--N -' C� T � N_ S---T- - R E--E t �? N O R T' H LF-L -0 , - D 0 D t7 0 O O cl o O O O d n • p no[F p g[?gr n [� D a O 0(9)ED. ° o Q C� E C�� a � � � Lr 1-0 7' + O r a—. amomm mono* _� d.—W Ar a.ora 6 o as m �� araar 1•r �� faaall �+ t�aai��—aa■ml FUTURE PARKING GARAGE I EMPLOYEE PARKING I DOCTOR PARKING ,� -,... �....- -4o.... OUT IN 1 SET� ACK 10' z� JI s cr W ' a 0 ir a i f I i (3 z Y cr a O z w Q a DOCTOR PARKING 0 a o� L ;�,Aw PATIENT / VISITOR PARKING _ SERVICE AREA i PATIENT /VISITOR PARKING OUT IN o r r, otzc)PERTY LINE -4L— — LL 0 0 cr -Li - PATIENT /VISITOR PARKING 0 z_ V a VISITOR PARKING 0 co SjergACK z Li i i 1 i j W I � or w a O cr �a I //V OVT I r r j f i r I f f ► I i O r a—. amomm mono* _� d.—W Ar a.ora 6 o as m �� araar 1•r �� faaall �+ t�aai��—aa■ml FUTURE PARKING GARAGE I EMPLOYEE PARKING I DOCTOR PARKING ,� -,... �....- -4o.... OUT IN 1 SET� ACK 10' z� JI s cr W ' a 0 ir a i f I i (3 z Y cr a O z w Q a DOCTOR PARKING 0 a o� L ;�,Aw PATIENT / VISITOR PARKING _ SERVICE AREA i PATIENT /VISITOR PARKING OUT IN o r r, otzc)PERTY LINE -4L— — LL 0 0 cr -Li - PATIENT /VISITOR PARKING 0 z_ V a VISITOR PARKING 0 co SjergACK z Li i i 1 i j W I � or w a O cr �a I //V OVT I i ED tD 'A NORTH 0 , , _........ . �., DECEMBER 19, 1991 1 40 JAS ( 5 / Z -jA- - +,iw1tY�c:LNS+ EE � '� mnxaecrae +ur,.�:,,w „,wiw.,.a�..�cxi a�xcierrfyl�l :DD q: 2�2\ D -0 D EXHIBIT -- ---- -1 y � ED LJ Q Q Q o a a a � dodo C�� C� D C�� o 0 0� o o o� � o o- Q rnfl N.J I� � C� D o a a o d a �� r' ,r i ED tD 'A NORTH 0 , , _........ . �., DECEMBER 19, 1991 1 40 JAS ( 5 / Z -jA- - +,iw1tY�c:LNS+ EE � '� mnxaecrae +ur,.�:,,w „,wiw.,.a�..�cxi a�xcierrfyl�l :DD q: 2�2\ D -0 D EXHIBIT -- ---- -1 y � ED LJ Q Q Q o a a a � dodo C�� C� D C�� o 0 0� o o o� � o o- Q rnfl N.J I� � C� D o a a o d a �� . r i i li 1' u 0 0 v 1 , la i 4 4 0 I. 4 24 X 36 PRINTED ON NO. IOOOH CLEARPRINT • A0 13 �I 0! -A: 47TH A V E N U E EL MIRA�OR MEDICAL PL�.ZA SITE 1=>L-^M O 1 REVIS16NS BY tJ uj w Z CL LLJ C/) Date .(z,/ Scala Drawn Job 14coll Sheet Of Sheets } . ... . • tip' FUTURE TENANT 3A008 H H H.._ H CORRIDOR ON UF' ELECTRICAL ROOM . 8 F CORRIDOR CORRIDOR w1 W1 STAIR STORAGE 0000 • - .' E OR OR OPEN TO . BELOW ELEV. LOBBY CORRIDOR CORRIDOR ffA_0_ ' WOMEN • JAN. ELEC. -• CORRIDOR 01 ® _ cpIR CORRIDOR MEN. ; ® v H H :.. _ I H H MAINTENANCE APPROVED Q COM MIS ON :NORTH LA UI IANNIRG SI BY iilE APPROVED .CITY CQ �� l . EXHIBIT THIRD. FLOOR PLAN ,CASE NO. ` -SCALE: 1 /8" - .1' -p" • 4 $ id y EL MIRAD OR MEDICAL PLAZA • LA. - UINTA � =: !`clahan'£at ri .' gip. • .'... :: .� ". • z. , 1 p'i CSI:' ELi MIRADOR C= O IM]�D�C�Q� El CENTER PLAZA ARROR—STRUXOV�E —1p —10 —Id —IP —Id (rypj ^,�,,: � : �r�a�sriN � '�ztjr�tiis�s>;:.�.,rx•�*ra+u.`C 0 1993 MAR 1 :.,,rer.a:•:r. z,rrd >. _,. ,,.. a..r. ,.r.> _....._.. _a15. ,�.tr APP�tO S4VNIING gEVELOpMENT DEPA�ri �' BY CATS EXHOT CASE No. ','� TRACT BORY CWA / T- nT- TA I / 11 11 PA MS - OR. PA 0 ! f \ \ !I \\ / cl uj AD Wf ! 1 4• la wo BASIN, 3 i ! '! SWA 1 E .`! `...r0) ! ! ! b SEE ETA IL HEREON) s - tAj ! ! PAD .• ,' 1 'EL 69. 7 !! o ` CN y - ! � 1t „ y c 1 1. u 1 RAID 0. Z ME D 1 CA L 0 KW X CA VA T ION S££ 'NOTE HER ! 1 � 1� 1. ,r •t• 7 1 l o IJ c. ca F cc EL ! �W i ;" X 5� 6 .r ! ! F' � t B A I N SW� i ! , - ` ! '`'•• '_'''.`: _, .�A V NUE 4 A / NI6HI AND / SPRINGS DR. ! , 'c,• *+ _ _ _ _•! `S` -� _ -' c3' 5 20 : 1 IN r I EXISTING CURB & 1.2 FT. ! �m ! !� GUTTER & SIDEWALK - - - -- - - -- I ix ! • U EL MI RADOR MEDICAL PIAZA nvFpF YrA' vA rrnni ninrT' THE AREA SHALL BE OVEREXCA VA TED FOR A BUI L DING PAD TO A ' OEPTH OF 2 FEET BELOW OR1 GI NAL GRADE OR 5 FEET BELOW THE BOTTOM OF FOOTINGS, WHICHEVER IS DEEPER. THE OVEREXCA VAT ION WILL BE PERFORMED ACCORDING TO THE SOILS REPORT PREPARED FOR DESERT HOSPI TA CORPORATION BY EARTH SYSTEMS CDNSUL TANTS ON FEBRUARY 7, 1992 (B7-366.5—PI), AND OBSERVED BY A SOILS ENGINEER TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THIS REPORT. ......... ! /% , / PHASE 1 P 1-fA S P 2 1. Zoe ,. ti o ♦ tip; l� 00 • IAA L I NU. L4 LJ U LAKE . L A OUI NTA PHASE 1 I PH-AS---"E. 2 SCALE: £P , 1„ -100' L EGf-ND ............... ...... EX I S T I NC CONTOUR PROPOSED CONTOUR DA Y —L 16H T L I NE PAD LIMIT C ®— F ` CUT —FILL L INE t• .. l...' 4 , •J p �t D .. Laos ' . ....... .. ........ . J ....... .. \` 4' i' ........ .... .. .. . .............. ............ —... ............................... .......... �.; t ''•t `,4...,,,...... L,y is .:'r. C V W D ........ WEI L SITE CORNER OF WASHINGTON AND H16HWAY 11 1 . SUPERVISION OF: ELEVATION = 75.74 FRANK R YNOLOS CITY EN61NEER R.C.E. 3Z740 DA T£ ENQI E'R R.C.E. 33486 EXP. G/30/94- G EW E:R -At N O *T E -S_. l . A L L WORK SHA L L BE DONE I N ACCORDANCE WI TH- THE STANDARD- PL ANS OF THE CI FY OF L A QUINTA AND THE- STANDARD' SPEC I F1 CA T IONS FOR' PUBG 1 C" WORKS. CONSTRUCTION;:. LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS .AND:,- ..SPECIFI-CATIONSz ORDINANCE_ NO. 461, LATEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES- 3. THE LOCATIONS OF EXISTING UNDERGROUND- UTILITIES - ARE SHOWP;P IN.- AN,� APPROXIMA -TE. WAY ONL Y. THE CONTRACTOR SHALL DETERMINE THE_ EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE' FOR' ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTlL I TIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. STREET NAME SIGNS AND TRAFFIC CONTROL S16NS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDIT ION, AND SOILS REPORT NO. 6901579 -01, DATED FERUARY 4, 1991, PREPARE BY LE16HTON AND ASSOCIATES, INC., TELEPHONE (714) 788-5800. B. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PR10R TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE Of CONSTRUCTION' AT (619) 564 -2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDI NG WATER AND DAMAGE TO ADJACENT PROPERTY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 1 / . AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED MIX APPROVED BY THE CITY OF LA QUINTA. 12 CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH MONDAY- FRIDAY 7:00 AM TO 5:30 PM SA T URDA Y 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 13. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIf1ED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT. 14. MAXIMUM CUT AND FILL SLOPES = 2 112 : 1. 15. PADS SHALL BE COMPACTED TO A MINIMUM OF 909 RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. 16. MINIMUM BUILDING PAD DRAINAGE SHALL BE 29. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWAL ES SHALL BE 0.509. 17. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT Of MAXIMUM DENSITY AD DETERMINED BY UNIFORM BUIIDIN6 CODE STANDARD NO. 70 -1 OR EQUIVALENT AS APPROVED BY THE CITY EN6INEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE STANDARD NO. 70 -2, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 18. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C.. 14" A.B. CLASS 11, ADDITIONAL SOIL TEST SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL. STREET SECTION. 19. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTIN6 AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTIN6 OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPL IN6S. 20. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOL LOWIN6: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 21. THE FINAL UTILITY 11N€ BACKFIII REPORT FROM THE PR©JfCT 5011 €NGIN € €R SHAII INCLUDE AN APPROVAL STATEMENT THAT THE BACKf 1 L L IS SUITABLE FOR THE INTENDED USE.. 22. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTIN6 PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OB TA I NI N6 THE I N -PL ACE D£NSI T Y , WHETHER SAND CONE OR DRIVE RIN6 AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXUMUM DENSITY CURVES USED BY THE f1ELD TECHNICIAN. 23. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE 6RADIN6 OPERATION. CL EANIN6 IS TO BE DONE TO THE SATISFACTION OF THE C1 T Y EN61 NEER . 24. BLOCK WALLS ARE NOT PART OF THE 6RADIN6 PERMIT SUBMIT FOR SEPARATE BUI L DING PERMIT. 25. AL L CONSTRUCTION AREAS SHAL L BE PROPERI Y POSTED AND L 16HTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNIN6 S16NS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 26. THE SOILS EN61NEER AND EN6INEERIN6 6ED1061ST SHALL EXERCISE SUFFICIENT ENGINEERING CONTROL DURING 6RA9IN6 AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 27. A REGISTERED CIVIL ENGINEER SHALL EXERCISE SUFFICIENT EN6IN££R1N6 CONTROL DURING 6RADIN6 AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 28. THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING DAYS WITH FINAL STREET SECTIONS AFTER SUBMITTAL OF "R VALUE" TEST FOR ROADWAY SUB -BASE. THE CITY OF LA QUINTA a No. ,nE;.p;res t FRED WARING DRIVE MILES AVENUE" ..` INDIQ 4 w Li 3 0 TL Z w V)l w LA QUT_riTA i / AVENUE 50 w LO o� Z AVENUE 49 Li LL w a TOTAL QUANTITIES: CUT 295,100 C.Y. FILL 207,500 C. Y. PHASE 1 QUANTITIES: CUT 108,110 C.Y. FILL 92,370 C.Y. PHASE 2 QUANTITIES. CUT 186,990 C.Y. FILL 115,130 C.Y. (QUANTITIES SHOWN HEREON ARE FOR PERMIT FEE ESTABL 1 SHMENT ONL Y AND SHALL NOT BE USED FOR BIDDING OR CONTRACT PURPOSES.) SOI LS 'ENG 1 NEER' S CERTIFICATE- N0- DATE r REVISION By 1 0 -22 -9 ADD PHASING QUANTIT£S WE HAVE REVIEWED THIS 6RADIN6 PLAN ANTI FIND IT TO Of IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS- OF OUR SOIL ' S REPORT, DATED FEBRUARY 4, 1991. L E16HTON AND ASSOCIATES 1737 ATLANTA AVE. , SUITE 1 RIVE 1 DE ` CAL I FOR 92507 ( 714) 788 -5800 QvfIsSIpy9 B. No. 33486 Esp. rr 9t a NOTES TO CONTRACTOR 1 . CONTRACTORS SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS'PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CDN'TRACTOR SHAL, L DEFEND,. INDEMNIFY, AND HOLD THE OWNER AND THE ENGI NEER HARMLESS FROM ANY. =AND, ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FOR LIABILITY AR1 SI NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE £NCINEER. 2. THE' EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR 1S RESPONSIBLE FOR LOCATING, REROUTING, REMOVING, AND /OR CAPPING OFF EXISTING OR ABANDONED UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UT I L 1 T Y L I NES SHOWN AND ANY OTHER L I NES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. 3. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND /OR GEOLOGIC REPORTS, AND THE SITE PRIOR TO COMMENCING WORK. 4. SPECIFICATIONS SHALL HAVE PRECEDENCE OVER DRAWINGS. 5. THE CONTRACTOR SHALL NOTIFY EN61N£ERIN6 SERVICE CORPORATION OF ANY DISCREPANCIES IN THE PLANS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CONTRACTOR UNDERSTANDS THERE WILL BE OTHER CONTRACTORS ON SITE PERFORMING OTHER WORK. COORDINATION AND COOPERATION WITH OTHER CONTRACTORS AND THEIR WORK IS MANDATORY. BASIS- OF SEARING BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHEAST 114 OF SECTION 30, TOWNSIP 5 SOUTH, RANG£ 7 EAST, Of THE S.B.B.M., AS BEING N 0.19'36" W. RIVERSIDE CD. SENCHMA R P.D. 100 -70 CHISELED CROSS IN 116HT POLE BASE AT THE NORTHEAST CORNER OF WASHINGTON AND HIGHWAY 111. ELEVATION = 75.74 MASS GRADING PLAN �jFaF CA`�F TRACT NO. 27031 v - A PORTION OF THE NE 1/4 OF SECTION 30. T.SS., R.7E., S.B.M. CITY OF LA Q I TAB � - PMC T NEPPTtVr CZ9:01f T C rrInDi-ar) T7 DESIGNED BY: SHEET FRANK(!= C17Y fAWaNeER R.C.E. 3274 1FXf? 613019¢ m CONSULTANTS IN CIVIL ENGINEERING & LAND PLANNING P. E. V) WESWARD HO DRIV OF PREPARED UNDER THE PALM DESERT, CALIFORNIA 92260 TELEPHONER (619) 56€3 -5997 SUPERVISION OF tae. P.14. SNEE7S 10 ?Z ENGINEER D.C.E. 33485 Exp. 6 -30 -93 OAT . EB. 2292 -9 FILE NQ. 16RADEID DAIS w elf ,�' HIGHWAY 111 PROJECT Fi ... Z i 0 - AVENUE 47 Z � • %erwu Jr wn LA QUT_riTA i / AVENUE 50 w LO o� Z AVENUE 49 Li LL w a TOTAL QUANTITIES: CUT 295,100 C.Y. FILL 207,500 C. Y. PHASE 1 QUANTITIES: CUT 108,110 C.Y. FILL 92,370 C.Y. PHASE 2 QUANTITIES. CUT 186,990 C.Y. FILL 115,130 C.Y. (QUANTITIES SHOWN HEREON ARE FOR PERMIT FEE ESTABL 1 SHMENT ONL Y AND SHALL NOT BE USED FOR BIDDING OR CONTRACT PURPOSES.) SOI LS 'ENG 1 NEER' S CERTIFICATE- N0- DATE r REVISION By 1 0 -22 -9 ADD PHASING QUANTIT£S WE HAVE REVIEWED THIS 6RADIN6 PLAN ANTI FIND IT TO Of IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS- OF OUR SOIL ' S REPORT, DATED FEBRUARY 4, 1991. L E16HTON AND ASSOCIATES 1737 ATLANTA AVE. , SUITE 1 RIVE 1 DE ` CAL I FOR 92507 ( 714) 788 -5800 QvfIsSIpy9 B. No. 33486 Esp. rr 9t a NOTES TO CONTRACTOR 1 . CONTRACTORS SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS'PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CDN'TRACTOR SHAL, L DEFEND,. INDEMNIFY, AND HOLD THE OWNER AND THE ENGI NEER HARMLESS FROM ANY. =AND, ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FOR LIABILITY AR1 SI NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE £NCINEER. 2. THE' EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR 1S RESPONSIBLE FOR LOCATING, REROUTING, REMOVING, AND /OR CAPPING OFF EXISTING OR ABANDONED UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UT I L 1 T Y L I NES SHOWN AND ANY OTHER L I NES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. 3. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND /OR GEOLOGIC REPORTS, AND THE SITE PRIOR TO COMMENCING WORK. 4. SPECIFICATIONS SHALL HAVE PRECEDENCE OVER DRAWINGS. 5. THE CONTRACTOR SHALL NOTIFY EN61N£ERIN6 SERVICE CORPORATION OF ANY DISCREPANCIES IN THE PLANS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CONTRACTOR UNDERSTANDS THERE WILL BE OTHER CONTRACTORS ON SITE PERFORMING OTHER WORK. COORDINATION AND COOPERATION WITH OTHER CONTRACTORS AND THEIR WORK IS MANDATORY. BASIS- OF SEARING BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHEAST 114 OF SECTION 30, TOWNSIP 5 SOUTH, RANG£ 7 EAST, Of THE S.B.B.M., AS BEING N 0.19'36" W. RIVERSIDE CD. SENCHMA R P.D. 100 -70 CHISELED CROSS IN 116HT POLE BASE AT THE NORTHEAST CORNER OF WASHINGTON AND HIGHWAY 111. ELEVATION = 75.74 MASS GRADING PLAN �jFaF CA`�F TRACT NO. 27031 v - A PORTION OF THE NE 1/4 OF SECTION 30. T.SS., R.7E., S.B.M. CITY OF LA Q I TAB � - PMC T NEPPTtVr CZ9:01f T C rrInDi-ar) T7 DESIGNED BY: SHEET FRANK(!= C17Y fAWaNeER R.C.E. 3274 1FXf? 613019¢ m CONSULTANTS IN CIVIL ENGINEERING & LAND PLANNING P. E. _ 72 -780 EL PASED. SUITE E -t OF PREPARED UNDER THE PALM DESERT, CALIFORNIA 92260 TELEPHONER (619) 56€3 -5997 SUPERVISION OF tae. P.14. SNEE7S 10 ?Z ENGINEER D.C.E. 33485 Exp. 6 -30 -93 OAT . EB. 2292 -9 FILE NQ. 16RADEID DAIS - <.:� - ll'� i 1-� LLJ Qt: Gl PROPOSED STREET IMPROVEM PER WASHINGTON STREET OFFSITE STREET PIAN 1+00.00 VIA EL MIRAGOR = 21+02.99 WASHINGTON STREET CURVE DA TA DEL TA RADIUS I EN6 TH TANGENT 10* 13'26 - 905.00' 161 .4 9' 80.96 ' ZO 4 9* / V 13- 80.00' 68.68' 62' 120 50' 19'" 200.00" 44 .82' 2 .50'. O 12 °50'19" 200.00' 44.82' 22 50' MATCH L IN[ SEE SHE T 3 fS2 E AL VICINITY MAP N.T.S. 3.5 " A.B. OVER 7" CLASS II A.B. CURB & GUTTER "A„ STREET N.T.S. I Al 21' g' 21' 0.56' 2.11- --=%r x 3.5" A.B. OVER 7" 6" TYPE "A" - CLASS II A.B. CURB &GUTTER VIA EL MIRADOR N.T.S. ESTIMATE OF OUANT I T I ES : TF�ACT NO WASHINGTON SQUARE UNGROUTED RIP -RAP (MIN, ROCK SIZE = 8-0.) S� s DIMENSION Qt ,Id' i PER PLAN i 1� iltlt AROUND • #4 BARS At t ��• '� PER S.D PAN /i/ /=. NIA �- • • c, SECTION P.C.C. COLLAR #4 BAR ALL AROUND ALL AROUND 24 PIPE e ..Ir --- DIA. /a I FRONT ELEVATION _OU T_L E_ T HEADWALL DETAIL NOT TO SCALE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI BI L 1 TY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUS LY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL OEFENO INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L IABIL 1T Y REAL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISIN6.FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. INDEX MAP N.T.S. 2 SHEET NUMBER PARKWAY MANHOLE COVER 8 FRAME (GRATE) PER ,PLATE NO. A -1284 ALHAMBRA FOUNDRY CO. OR APPROVED EQUAL INSTALL 48-PRECAST -5 -I ..� 24 "D I A REINFORCED MANHOLE 1_ PIPE BY AMERICAN PIPE & CONSTRUTION CO. OR 1 7 EQUAL - 3 1/2° N FILTER MATERIAL% EQUAL MIXES OF # 3 AND * 4 ROCK, PER GRAVEL OR # 2 ROCK BASIS OF BEARING: BEARINGS ARE BASED ON WEST LINE OF THE NORTHEAST 114 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, OF THE S.B.B.M., AS BIEN6 N 0 °19'36 "W. FINISHED -SURFACE OPEN JOINTS v n v n 1W wiw,. ow%.R Ln i u DRY WELL SECTION NOT TO SCALE BENCH MARK: RIVERSIDE CO. P.D. :100 -70 CHISELED CROSS IN L I6HT POLE BASE AT THE NORTHEAST CORNER OF WASHINGTON STREET AND HIGHWAY 111. ELEVATION = 75.74 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION, 2. 1'H£ CONTRACTOR SHALL OBTAIN AL I PERMITS AS REQUIRED BY THE CITY OF to QUINTA OR OTHER 60VERNIN6 AGENCIES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONL Y. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH M16HT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIL 1 TIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL RE6ULATORY, WARNIN6 AND GUIDE S16NS. 5. STREET NAME S16NS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY EN61 NEER . 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 7. GRADING SHALL BE IN ACCORDANC WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 6901579 -01 DATED FEBRUARY 4, 1991, PREPARED BY LE16HTON AND ASSOCIATES, INC. TELEPHONE ( 714) 788 -5800 8. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR TO ANY 6RADIN6, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (619) 564 -2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 9. OURIN6 ROUGH 6RAOIN6 OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT '. DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDIN6 WATER AND DAMAGE TO ADJACENT PROPERTY. .10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO L OWNER NECESSARY. 11. AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED MIX APPROVED BY THE C1Tr Of LA GUINN 12. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL' BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: ^. OCT. I ST TO APR. 30TH 'MONDA Y -FRIOA Y 7 :OOAM TO 5 *30PM. SA T 8 :OOAM ' TO 5 :OOPM. MAY I ST TO SEP . 30TH: MONDAY -FRIOA Y 6 : OOAM TO 7 : OOPM: SA T8 : OOAM TO 5 :OOPM . WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 13. AFTER CL£ARIN6, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT. 14. MAXIMUM CUT AND FILL SLOPES = 2 :1. 15. PADS SHALL BE COMPACTED TO A MINIMUM OF 909. RELATIVE DENSITY PER A . S. T .M, SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. 16. MINIMUM BUI L DI N6 PAD DRA 1 NAGE SHALL BE 2X. DRA 1 NAG£ SWAL ES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWAL ES SHALL BE 0.50%. 17. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AD DETERMINED BY UNIFORM BUI UDIN6 CODE STANDARD NO. 70 -1 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE STANDARD NO. 70 -2 OR LF'QUI VAL ENT, ,AS, DETERMINED. BY THE .C1 TY .ENGINEER. 18. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C. /4" A.B'. CLASS II, ADDITIONAL SOIL TEST MAY BE TAKEN AFTER ROUGH 6RAOIN6 TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 19. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST 1 N6 AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDI- TION TO THE NORMAL REPRESENTATIVE SAMPL I N6S . • 20. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAV1N6. INCL UDIN6, BUT NOT LIMITED TO THE FOL LOWIN6: SEWER, WATER ELECTRIC, GAS AND DRAINAGE. 21. THE FINAL UTILITY LINE BA CKF I L L REPORT FROM THE PROJECT SOIL EN61 NEER SHALL' INCLUDE AN APPROVAL STATEMENT THAT THE BACKFI L L IS SUITABLE FOR THE INTENDED USE. 22. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTA l NI N6 THE IN-PLACE DENSITY, WHETHER SAND. CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETER- MINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXUMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN, 23. AL I TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADI N6 OPERATION. CL EANI N6 IS TO BE DONE TO THE t SATISFACTION OF THE CITY ENGINEER. 24. BLOCK WALLS ARE NOT PART OF THE GRADI N6 PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. 25. ALL CONSTRUCTION AREAS • SHALL BE PROPERLY POSTED AND L 16HTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING S16NS, L 16HTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 26. THE SOILS EN61NEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT CONTROL DURING 6RAD1N6 TO INSURE COMPLIANCE WITH THE PLANS SPECIFICATIONS, AND C00£ WITHIN THEIR PURVIEW. 2.7. A RE6I STERED CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONI'R01 DURING- GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECI F I CA T IONS', AND CODE WITHIN HIS PURVIEW. PAVING NOTES 1. ALL UNDERGROUND FACILITIES INCLUDIN6 LATERALS SHALL BE IN PLACE, AND TRENCHES COMPACTED AND TESTED PRIOR TO PAVING. LEGEND 2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHAI T CONCRETE OF P.,C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO {70) EXISTING CONTOUR THE F1 TY ENGINEER, INCL UDIN6 NECESSARY SAW CUTTING, REMOVAL , REPLACEMENT 75-- FINISHED ,CONTOUR AND CAPPING. 3. A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS r. P. TOP OF PAVEMENT CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE `RESURFACEO'AT'THE RATE OF - -�- DA Y1 16HT L INE 0.10 - 6AL . /YD. THE TACK COAT SHAL 1 BE TYPE SS ASPHAI T EMU( SION WI TH A 60 -70 - -- = -- FLOW LINE GRADE LIQUID ASPHAI T. C . F . CURB FACE 4. THE VI SCOSI T Y GRADE OF PA V I NG A SPHA l T SHA L L BE AR -4 000 OR AR-8000, TO BE DETERMINED BY THE CITY ENGINEER AT THE TIME OF PAVING. G.B. GRADE BREAK 5.' wTHE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL INV. INVERT OF PIPE ON -SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK GRADING. T.C. TOP OF CURB 6. MANHOLES AND VAIVE" BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION OF CONSTRUCTION. W.L . WATER LEVEL ' 7. ANY EXISTING. TRAVEL WAYS IN WHICH EXCAVATION IS MADE IN CONJUNCTION WITH THIS H . HIGH POINT � 1 PROJECT SHALL BE COVERED BY A SEPARATE PERMIT, THIS AREA SHALL BE PROPERLY L.P. LOW POINT ' POSTED AND LISTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNIN6 SIGNS •`�" �:; '�= :'., <= F.S. FINISHED SURFACE'', " .:: �� A LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO El I MI NA TE ANY HAZARDS. F . L . FLOW LINE '\� . ' ' 4 �` 8. ALL EXI ST I N6 PAVEMENT WITHIN THIS PROJECT SHALL EITHER BE REMOVED OR �° STRUCTURALLY TESTED TO VERIFY THE STRUCTURAL CAPABILITIES AND THE RESULTS CENTER L INE`' \ °�?t �;.� '� ' ° °'.•'•i••ekr3 ,:' SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CURB SHALL BE "ETCHED" SHOWI N6 LATERAL LOCATIONS:* OCA T IONS : "S" FOR SEWER, „6„ FOR 6AS, AND "E" FOR ELECTRICAL. ,> 10. TRAFFIC STRIPING, LE6ENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. I CONSTRUCTION NOTES Q CONST . REMOVE QQ -3.5" A,C. PAVEMENT OVER 7" CLASS 11 AGGREGATE BASE 22- -TYPE "A" CURB & GUT TER PER RIV. CO. STD. OWG . NO. 200. (MODIFIW) a-- CONC . CROSS -6111 TER PER RIV. CO. STO . OWG . NO. 209 & 210. 0- TYPE ""D" CURB (6" C,F.) PER RIV. CO. STD. DWG. NO. 204 ;S,- REMOVE EXISTING EDGE OF PAVEMENT ,'6'--REMOVE EXISTING CONC. CURB & GUTTER a7 -'-BARRICADE PER RIV. CO. STO. DWG. NO. 810. ®--CAL TRANS TYPE N5 TRAFFIC GUIDE MARKERS (2>-2" x 6" REDWOOD HEADER &- OUTLET HEADWALL PER DETAIL HEREON Q-- DRY WELL PER DETAIL HEREON &- HANDI CAPPED ACCESS RAMP PER RIV. CO. STD. DWG. NO. 4 03 . @--CONC. SIDEWALK t9 6RA T ED CATCH BASIN PER DETAIL HEREON. &-14' CATCH BASIN PER RIV. CO. STD. NO. 301. TF�ACT NO WASHINGTON SQUARE UNGROUTED RIP -RAP (MIN, ROCK SIZE = 8-0.) S� s DIMENSION Qt ,Id' i PER PLAN i 1� iltlt AROUND • #4 BARS At t ��• '� PER S.D PAN /i/ /=. NIA �- • • c, SECTION P.C.C. COLLAR #4 BAR ALL AROUND ALL AROUND 24 PIPE e ..Ir --- DIA. /a I FRONT ELEVATION _OU T_L E_ T HEADWALL DETAIL NOT TO SCALE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI BI L 1 TY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUS LY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL OEFENO INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L IABIL 1T Y REAL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISIN6.FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. INDEX MAP N.T.S. 2 SHEET NUMBER PARKWAY MANHOLE COVER 8 FRAME (GRATE) PER ,PLATE NO. A -1284 ALHAMBRA FOUNDRY CO. OR APPROVED EQUAL INSTALL 48-PRECAST -5 -I ..� 24 "D I A REINFORCED MANHOLE 1_ PIPE BY AMERICAN PIPE & CONSTRUTION CO. OR 1 7 EQUAL - 3 1/2° N FILTER MATERIAL% EQUAL MIXES OF # 3 AND * 4 ROCK, PER GRAVEL OR # 2 ROCK BASIS OF BEARING: BEARINGS ARE BASED ON WEST LINE OF THE NORTHEAST 114 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, OF THE S.B.B.M., AS BIEN6 N 0 °19'36 "W. FINISHED -SURFACE OPEN JOINTS v n v n 1W wiw,. ow%.R Ln i u DRY WELL SECTION NOT TO SCALE BENCH MARK: RIVERSIDE CO. P.D. :100 -70 CHISELED CROSS IN L I6HT POLE BASE AT THE NORTHEAST CORNER OF WASHINGTON STREET AND HIGHWAY 111. ELEVATION = 75.74 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION, 2. 1'H£ CONTRACTOR SHALL OBTAIN AL I PERMITS AS REQUIRED BY THE CITY OF to QUINTA OR OTHER 60VERNIN6 AGENCIES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONL Y. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH M16HT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIL 1 TIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL RE6ULATORY, WARNIN6 AND GUIDE S16NS. 5. STREET NAME S16NS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY EN61 NEER . 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 7. GRADING SHALL BE IN ACCORDANC WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 6901579 -01 DATED FEBRUARY 4, 1991, PREPARED BY LE16HTON AND ASSOCIATES, INC. TELEPHONE ( 714) 788 -5800 8. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR TO ANY 6RADIN6, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (619) 564 -2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 9. OURIN6 ROUGH 6RAOIN6 OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT '. DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDIN6 WATER AND DAMAGE TO ADJACENT PROPERTY. .10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO L OWNER NECESSARY. 11. AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED MIX APPROVED BY THE C1Tr Of LA GUINN 12. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL' BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: ^. OCT. I ST TO APR. 30TH 'MONDA Y -FRIOA Y 7 :OOAM TO 5 *30PM. SA T 8 :OOAM ' TO 5 :OOPM. MAY I ST TO SEP . 30TH: MONDAY -FRIOA Y 6 : OOAM TO 7 : OOPM: SA T8 : OOAM TO 5 :OOPM . WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 13. AFTER CL£ARIN6, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT. 14. MAXIMUM CUT AND FILL SLOPES = 2 :1. 15. PADS SHALL BE COMPACTED TO A MINIMUM OF 909. RELATIVE DENSITY PER A . S. T .M, SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. 16. MINIMUM BUI L DI N6 PAD DRA 1 NAGE SHALL BE 2X. DRA 1 NAG£ SWAL ES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWAL ES SHALL BE 0.50%. 17. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AD DETERMINED BY UNIFORM BUI UDIN6 CODE STANDARD NO. 70 -1 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE STANDARD NO. 70 -2 OR LF'QUI VAL ENT, ,AS, DETERMINED. BY THE .C1 TY .ENGINEER. 18. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C. /4" A.B'. CLASS II, ADDITIONAL SOIL TEST MAY BE TAKEN AFTER ROUGH 6RAOIN6 TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 19. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST 1 N6 AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDI- TION TO THE NORMAL REPRESENTATIVE SAMPL I N6S . • 20. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAV1N6. INCL UDIN6, BUT NOT LIMITED TO THE FOL LOWIN6: SEWER, WATER ELECTRIC, GAS AND DRAINAGE. 21. THE FINAL UTILITY LINE BA CKF I L L REPORT FROM THE PROJECT SOIL EN61 NEER SHALL' INCLUDE AN APPROVAL STATEMENT THAT THE BACKFI L L IS SUITABLE FOR THE INTENDED USE. 22. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTA l NI N6 THE IN-PLACE DENSITY, WHETHER SAND. CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETER- MINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXUMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN, 23. AL I TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADI N6 OPERATION. CL EANI N6 IS TO BE DONE TO THE t SATISFACTION OF THE CITY ENGINEER. 24. BLOCK WALLS ARE NOT PART OF THE GRADI N6 PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. 25. ALL CONSTRUCTION AREAS • SHALL BE PROPERLY POSTED AND L 16HTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING S16NS, L 16HTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 26. THE SOILS EN61NEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT CONTROL DURING 6RAD1N6 TO INSURE COMPLIANCE WITH THE PLANS SPECIFICATIONS, AND C00£ WITHIN THEIR PURVIEW. 2.7. A RE6I STERED CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONI'R01 DURING- GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECI F I CA T IONS', AND CODE WITHIN HIS PURVIEW. PAVING NOTES 1. ALL UNDERGROUND FACILITIES INCLUDIN6 LATERALS SHALL BE IN PLACE, AND TRENCHES COMPACTED AND TESTED PRIOR TO PAVING. LEGEND 2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHAI T CONCRETE OF P.,C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO {70) EXISTING CONTOUR THE F1 TY ENGINEER, INCL UDIN6 NECESSARY SAW CUTTING, REMOVAL , REPLACEMENT 75-- FINISHED ,CONTOUR AND CAPPING. 3. A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS r. P. TOP OF PAVEMENT CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE `RESURFACEO'AT'THE RATE OF - -�- DA Y1 16HT L INE 0.10 - 6AL . /YD. THE TACK COAT SHAL 1 BE TYPE SS ASPHAI T EMU( SION WI TH A 60 -70 - -- = -- FLOW LINE GRADE LIQUID ASPHAI T. C . F . CURB FACE 4. THE VI SCOSI T Y GRADE OF PA V I NG A SPHA l T SHA L L BE AR -4 000 OR AR-8000, TO BE DETERMINED BY THE CITY ENGINEER AT THE TIME OF PAVING. G.B. GRADE BREAK 5.' wTHE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL INV. INVERT OF PIPE ON -SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK GRADING. T.C. TOP OF CURB 6. MANHOLES AND VAIVE" BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION OF CONSTRUCTION. W.L . WATER LEVEL ' 7. ANY EXISTING. TRAVEL WAYS IN WHICH EXCAVATION IS MADE IN CONJUNCTION WITH THIS H . HIGH POINT � 1 PROJECT SHALL BE COVERED BY A SEPARATE PERMIT, THIS AREA SHALL BE PROPERLY L.P. LOW POINT ' POSTED AND LISTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNIN6 SIGNS •`�" �:; '�= :'., <= F.S. FINISHED SURFACE'', " .:: �� A LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO El I MI NA TE ANY HAZARDS. F . L . FLOW LINE '\� . ' ' 4 �` 8. ALL EXI ST I N6 PAVEMENT WITHIN THIS PROJECT SHALL EITHER BE REMOVED OR �° STRUCTURALLY TESTED TO VERIFY THE STRUCTURAL CAPABILITIES AND THE RESULTS CENTER L INE`' \ °�?t �;.� '� ' ° °'.•'•i••ekr3 ,:' SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CURB SHALL BE "ETCHED" SHOWI N6 LATERAL LOCATIONS:* OCA T IONS : "S" FOR SEWER, „6„ FOR 6AS, AND "E" FOR ELECTRICAL. ,> 10. TRAFFIC STRIPING, LE6ENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. I IN THE C l TY OF LA QUINTA , RI VERSIDE COUNTY, CAL IFORNIA . T N TATI. I - I PA1-CEi_ NEAP �� I - : . -.", . ..... -- 1 X10. 2�0� 1 MAY, l99/ £•tr W � Y cIcr R ) W � R /W Rfv R /w 104' &. r 60 - -- - - - - -- - - -- �_ 32 /2' 48' I 48 12' - -- ••{�---- 55' 1 16' 32' -- ._...._..._- 3 ___...._..__... 0 ..._..- ---- •------ .- , "- . - -._.- I F•- - ;_..___ 2 ! Z / 34 /4 ! I9I9 j to .M ;,A,.. -. - - -- - - -- ..._. _ f I 4Y I EXISTING \ - !_� �---� - --��11-1 - -L ?- r . -. I GROUND I- - ; - U q. "t, I AN cuRa �r \\ a ,= 6 "MED i AN � ..? 8 "CURB zy GUTTER 3 n t I , J 1 I I �(._ .. ` . 1 - .• ,� ADAMS STREET PA MS DR .�'" T S . 1. ::.: I1 -•:: ♦ ,� Ill I I I ! ,' i_ 2 .1tiN, •, I ! 1� /y9' '•:' PROPOSED CENTER[ IN R/ I I i V ,N I K. .::i;.. ; OF NI GHWA Y l l l - -- - __$8 _.. 1.. 2 n i. �'� ```I�' lT f (i i = o. EXISTING CENTERLINE 44 - -- .. - - - -44' .2 ERL /N 2 32 V I -� - -- 2 1. F 1 0000 ``�� A �,.. Of H l GHWA Y l l/ - �+ - - - -- - 16 4 , sw .3 48 48 12 '�. ::� �°�' . •,0.75 AC / -- I i R /W .8' 1 :. - •i b :1 . � % ' L •�,,{J. �. 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VARIES o.I'TO 9.2' - - -1 40'f -_ X_- _ \ Z FUTURE MEDIAN CURB VARIES r. V- . -- . - - - - -- - -- - - 1Y ..1 • 13 8 "CURB & GUTTER S' L Y R /W -' - -??! 8' : sw 7 % 8 "CURB GUTTER *-4 f.. w I � ;. O , , I ., i { .1 ,, L.•• I ' (r. - - � PROPOSED , 7 I I 1 I" - - - -- .j 3' AC'.........._• ,,,.....,,,., ; ~+� �� CURB GUTTER r , _ _. 1 . ....... . ,._.._....... _ „... _ . , i I �. w r _... 'I •... ,.,...,.....^ 9 r _._..._ • t I rl - _ _ <� A� _ I I; .� ., 1 O.A.^ r '�';' i '� : ` it ' ' . l5 SLOPE EA I :' ", -._ ,._ � •,..� ". • .. EASEMENT /N FAVOR _ c'� SATE .. `.• �.: i ,. I, '• :I` "�J , ..........,. ,,;.. ;.. `� ,, I ,. OF CALIFORNIA Z , r,.... l ,�. S Of T i. �.. %II. -... 3 .: 7 5 A C I �� o �� ' i ,- _ ;' , .,.; / 0 / PER INST. NO . 31462 RECORDED l., 1 `'', I _ . 4. �. i- ( 0<i. � 1 �•. // - APRIL 5, 1968, O.R. I ; ...r' ":''. i, �.. �` �' 0.64 AC NS. I 5 i 4 _ , "� ' ,'`' 0 W 1 I I :' _ h°' I.. ' g 1; ° . 0.48 AC I ` S ` . `. 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BASIN a i .....r.• . _ - -.. -. . .. - -- -- = z- - -, �� .. .. .. . 1. f f''' EX I ST I "�G CMPROVEfv1ENTS �,~ �� ....... _ I' ..... .- - . ��\\ ,Z, (° �' TRAC T' NO . 24'2-x..0-.- `\ •, - .......... .. . /Z 11.1 LAKE LA QUINTA - ~��` `. - �/ �\ \\ \\ COUNTRY CLUB /VT�RSr q T, DRIVE W W cr II- U) FRED wARiNG DRivE S/ TE' SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE z Ln w O Q cc Lo z QO (n EISENHOwER DR1vE '-" U) :39 N.T.S. vICIN ITY MAP �, - -1- - � '� 1� ; ''I',''", ;I I � is aunts a, vu I ! ttt -� �--- 8 "CURB 6 GUTTER OWNER 47 A VEND - E N.T.S. • 1* . % . " . I .%..........1. I , W Qc ,- £P , SCALE f ' = 100' I.1 Ln - �' / <�� .., 1. 4 1 4 EF 1 Q ;y / :, rL . o .., - �' -.� •,�\ Cr. �# n , 1.� i �� _ /v'9 . • .. �r I �' . - '••. I . . JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON . 3433 WEST SHAW AVENUE, SUITE 100 FRESNO, CALIFORNIA. 93711 (2091 276 - 1 200 DEVELOPER /APPLICANT BIRTCHER ,701 NORTH HAVEN AVE.. SUITE 150 ONTARIO, CALIFORNIA. 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE GENERAL NOTES ' I. PROJECT NAME WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT 66� 7, TOTAL_ COMMERCIAL LOTS : 46 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) : I - UTILITIES_ SE:I R & WA ;'_R CGA , , LLA VALLEY WATER D f S T R I C Ei.,E_CriZ C11'Y iMf'tRIAi I I� ; i , �' I :;, f�R �A GN DISTRICT I A5 - S01 I E ^ S V A . r11. c J 1 J, .7 . LEGAL DESCRIPTION A i. -i -. !��(1 A " II 'v. i 'J,J . t'Ir. :\OR 1-a E.. AS 1 . . 4 1 :i : t.rt•v .' :. - (% - , • \:'�r''� 1 ! , 7 :3 i , �-;, RArtv:. j A.3 i. ;_t. �,• tip, r `; PR._ PA ;'-._ �3 . . :;6, AVI-' �r ; !,AN ' i � -t.. 1 NSA ,R'A \f,' -• -, . Y ., �t� COMI -Are :A I..:) APP :1 , . , ! y9 , /64 X0.61 AC' ,•' N �. . A - . y/ h•, i JAR S . ARCE:i. NOS. 617- 020 -OOt ..y ..,' •` . . ''(51. •r .4'. 61 r- 02G -U26 . ...... �.. , , I � 6,7- - '� 028 tt S .. TD �'., v -N ISS' 30' } - ;�' ,8 ..� • .0..72 AC - 6 7 OZC-'C29 m 3' . , �' r I . v 3. DA E. r1AY, 99 1. �] _, C3 ck .. ,+ .. ... . r+ '� W I :'2 1 AC. "I. i i ' rri m to' I. ,,. : +{ A. :., rn I ?I . I, i' L. T B 4 �0; 'k . +.r' - a0 a s r �+: a s A' G a , s (((yyyyyy �.,: EXHIBIT I -i tom" N i �22 _ ,. n N r,,e,. r^ :.. . a?. Y.n 4 b'd 7 - •, '' . -: 4 A .- 3 �f. 3 1 aSi t y i . . .... • :I 4 F� .. ' .... -_ 1. ':' �_. - p :t T. E �:' A Vf , I' , i 3 4 _... "- -. ' • - , . 6 f. . -_... 0 4.4 � . 1. :....... .: - TER, SEi�ER, GRADING HYDRO[ OGY l SEE rr .. CONCEPTUAL WATER I. . .... .... - i . . ...... .'30` 30• PLANS FOR UT IL 1 TY GRADIN G R .... ................ ........... .. ..... _._.. ..._ .. ... NAGS ONfOR�IA T / J/•f�N . �n . .: . , ,. _ ._.... . 'r ` - i i mwmmmammm B�CI ! BCFI�iC 8C8�/ICC CC�POF�ATIi�i� ! C C. V.tb'.D. CONSULTANTS IN CIVIL ENGINEERING &LAN 1. LNG I i ____ 1. D P ANN WEL 1 SI ff `. i ! PROJECT ENGINEER . "`;•••;.... . 72 - 780 EL PASEO, SUITE E - 1 i I ! i - -- - __ PAL�1 DESERT, CA 52260 I iPROJECT MANAGER (!-- C 619 ] 588 - 5997 i I _ - ! F --- --------------...-_..-- -`'r.- "- - - - -- ----- - - - - -- - 33486 1 229 2-8 I CHECKED BY ff . L . E . - ----- - - - - -- . .. 'D� PFiOJ . N� " ---- - - - - -- ( , - - -- --.1- - -- -.. _. , �- I I i �z Ca � W � Ln v tom+ oQ O � �q� t ' I VARIES o.I'TO 9.2' - - -1 40'f -_ X_- _ \ Z FUTURE MEDIAN CURB VARIES r. V- . -- . - - - - -- - -- - - 1Y ..1 • 13 8 "CURB & GUTTER S' L Y R /W -' - -??! 8' : sw 7 % 8 "CURB GUTTER *-4 f.. w I � ;. O , , I ., i { .1 ,, L.•• I ' (r. - - � PROPOSED , 7 I I 1 I" - - - -- .j 3' AC'.........._• ,,,.....,,,., ; ~+� �� CURB GUTTER r , _ _. 1 . ....... . ,._.._....... _ „... _ . , i I �. w r _... 'I •... ,.,...,.....^ 9 r _._..._ • t I rl - _ _ <� A� _ I I; .� ., 1 O.A.^ r '�';' i '� : ` it ' ' . l5 SLOPE EA I :' ", -._ ,._ � •,..� ". • .. EASEMENT /N FAVOR _ c'� SATE .. `.• �.: i ,. I, '• :I` "�J , ..........,. ,,;.. ;.. `� ,, I ,. OF CALIFORNIA Z , r,.... l ,�. S Of T i. �.. %II. -... 3 .: 7 5 A C I �� o �� ' i ,- _ ;' , .,.; / 0 / PER INST. NO . 31462 RECORDED l., 1 `'', I _ . 4. �. i- ( 0<i. � 1 �•. // - APRIL 5, 1968, O.R. I ; ...r' ":''. i, �.. �` �' 0.64 AC NS. I 5 i 4 _ , "� ' ,'`' 0 W 1 I I :' _ h°' I.. ' g 1; ° . 0.48 AC I ` S ` . `. PROPOSED R/W r I I � l 40 - : .tli f! 40 I ;.. -, , - I 34 _ ` ' j• 8 �`�' �' EXIST /NG R/W 1. i 2.87 AC 6. j .32 . zz I sI _ '1, I .,''• `, :�'l / / 1" ... :� 4 99.....aC - , j I 1 4 i' I r. I a �. II 1 9. 48 )A� f "t. .> 0' -' 04 1.. . ."N.**-. , i. = I Q - ....... t- '.::::: .- � �1 co i ' / - I {` . c 140' 1 1' c�• �` I J It I, I ,� r 1 _ �..., i .. - : _. :..... i . / I? .. - ( ; c' . 18 - 9_ 10 I . - } I , to - - _ : :. c ,' / ��' ., ... , cn ,Q• .. . I., 3 i' Ill I .. . ... ` I 0.86 AC . ' 5 �, m X N 2 13 h� .. ; .. `' k... , 0.6.E 1, I -141 I i z .. z 0 �" `° - ', o .' CI .� �� %,<, •1 A 7 I I' 4 N Tr 11 >> . '_ ... . . m ( 1 : � 1r) -. C 8AG s 17. '�o . 3.60 . h, ' . . u I: I _ 2 9 _..� i. Z I -) .. 0.84" AC �..' Z I I ; .;J 3.39 .AC 1= � 1..40' �o . ,' I s 1 '''0x' I I ; /? i i ....�.. ,.: ` I. ...� cXi`' 2. 74A' .2 . S '`• 9c.. - . • I, {. C ', % I i ._ 7 I Y1'' r I i '.� . ' ....... . 50 I :. '<p :. S 7.. AC .. IM 1. 1` .b. 57 A i - r7. cS �' % IV. C- / ar; '26. % _._ . i• �� ,° i (Do 38 .t _ i , ...,� j t 'i..... , I 1.50 AC % f` ;} 1 .3 Z I 17 ' f' 1 .. , 2 90 AC % i I i \ .... fl �:'� r` I i 7 ..... A II 105 . .. . ___- - _ i �' / �� ,I . y , ��J �� , --. -,-i.. �.� ...� ,ice N - ,. .. „ .,. r :' 4 , i 0 5• ••, 0 AC , .. HI GHL ANt? + , 3 cn �+ +, _ , ' e,' ; _. v X . �. I T l N E S G C URB & SPRINGS R. N o•. -,. - --' �,, �, GU T T ER S l DEWA K o . :.- L 1. �. Q �� .� �� _ g , 3 I I ��4 ( I., - , , . 11 g3'. �. �• t, z 325' '45' : O. 6 I AC ...• -_ ��:8 5 ' '•''.. '2 4 ' - rr . '_ � t L, ... .518 ...._..... •• -�. -` ' 3 .r .. ...�.�..� - 8 �. ; :•, . I tiw -� _ " `�z� xI ..... . 50 I 36 r - ....I U, _... R�"TENT ION.. 1. BASIN a i .....r.• . _ - -.. -. . .. - -- -- = z- - -, �� .. .. .. . 1. f f''' EX I ST I "�G CMPROVEfv1ENTS �,~ �� ....... _ I' ..... .- - . ��\\ ,Z, (° �' TRAC T' NO . 24'2-x..0-.- `\ •, - .......... .. . /Z 11.1 LAKE LA QUINTA - ~��` `. - �/ �\ \\ \\ COUNTRY CLUB /VT�RSr q T, DRIVE W W cr II- U) FRED wARiNG DRivE S/ TE' SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE z Ln w O Q cc Lo z QO (n EISENHOwER DR1vE '-" U) :39 N.T.S. vICIN ITY MAP �, - -1- - � '� 1� ; ''I',''", ;I I � is aunts a, vu I ! ttt -� �--- 8 "CURB 6 GUTTER OWNER 47 A VEND - E N.T.S. • 1* . % . " . I .%..........1. I , W Qc ,- £P , SCALE f ' = 100' I.1 Ln - �' / <�� .., 1. 4 1 4 EF 1 Q ;y / :, rL . o .., - �' -.� •,�\ Cr. �# n , 1.� i �� _ /v'9 . • .. �r I �' . - '••. I . . JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON . 3433 WEST SHAW AVENUE, SUITE 100 FRESNO, CALIFORNIA. 93711 (2091 276 - 1 200 DEVELOPER /APPLICANT BIRTCHER ,701 NORTH HAVEN AVE.. SUITE 150 ONTARIO, CALIFORNIA. 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE GENERAL NOTES ' I. PROJECT NAME WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT 66� 7, TOTAL_ COMMERCIAL LOTS : 46 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) : I - UTILITIES_ SE:I R & WA ;'_R CGA , , LLA VALLEY WATER D f S T R I C Ei.,E_CriZ C11'Y iMf'tRIAi I I� ; i , �' I :;, f�R �A GN DISTRICT I A5 - S01 I E ^ S V A . r11. c J 1 J, .7 . LEGAL DESCRIPTION A i. -i -. !��(1 A " II 'v. i 'J,J . t'Ir. :\OR 1-a E.. AS 1 . . 4 1 :i : t.rt•v .' :. - (% - , • \:'�r''� 1 ! , 7 :3 i , �-;, RArtv:. j A.3 i. ;_t. �,• tip, r `; PR._ PA ;'-._ �3 . . :;6, AVI-' �r ; !,AN ' i � -t.. 1 NSA ,R'A \f,' -• -, . Y ., �t� COMI -Are :A I..:) APP :1 , . , ! y9 , /64 X0.61 AC' ,•' N �. . A - . y/ h•, i JAR S . ARCE:i. NOS. 617- 020 -OOt ..y ..,' •` . . ''(51. •r .4'. 61 r- 02G -U26 . ...... �.. , , I � 6,7- - '� 028 tt S .. TD �'., v -N ISS' 30' } - ;�' ,8 ..� • .0..72 AC - 6 7 OZC-'C29 m 3' . , �' r I . v 3. DA E. r1AY, 99 1. �] _, C3 ck .. ,+ .. ... . r+ '� W I :'2 1 AC. "I. i i ' rri m to' I. ,,. : +{ A. :., rn I ?I . I, i' L. T B 4 �0; 'k . +.r' - a0 a s r �+: a s A' G a , s (((yyyyyy �.,: EXHIBIT I -i tom" N i �22 _ ,. n N r,,e,. r^ :.. . a?. Y.n 4 b'd 7 - •, '' . -: 4 A .- 3 �f. 3 1 aSi t y i . . .... • :I 4 F� .. ' .... -_ 1. ':' �_. - p :t T. E �:' A Vf , I' , i 3 4 _... "- -. ' • - , . 6 f. . -_... 0 4.4 � . 1. :....... .: - TER, SEi�ER, GRADING HYDRO[ OGY l SEE rr .. CONCEPTUAL WATER I. . .... .... - i . . ...... .'30` 30• PLANS FOR UT IL 1 TY GRADIN G R .... ................ ........... .. ..... _._.. ..._ .. ... NAGS ONfOR�IA T / J/•f�N . �n . .: . , ,. _ ._.... . 'r ` - i i mwmmmammm B�CI ! BCFI�iC 8C8�/ICC CC�POF�ATIi�i� ! C C. V.tb'.D. CONSULTANTS IN CIVIL ENGINEERING &LAN 1. LNG I i ____ 1. D P ANN WEL 1 SI ff `. i ! PROJECT ENGINEER . "`;•••;.... . 72 - 780 EL PASEO, SUITE E - 1 i I ! i - -- - __ PAL�1 DESERT, CA 52260 I iPROJECT MANAGER (!-- C 619 ] 588 - 5997 i I _ - ! F --- --------------...-_..-- -`'r.- "- - - - -- ----- - - - - -- - 33486 1 229 2-8 I CHECKED BY ff . L . E . - ----- - - - - -- . .. 'D� PFiOJ . N� " ---- - - - - -- ( , - - -- --.1- - -- -.. _. , �- I I i ., SIN61N6 PALMS DR, .:::... .I,,/ - .. 9 12' c i H z w a a CD z •• Q v) �• X W LQ z Zt Ln W 1° 1 T fj } } I ; ,............ .... 1 I ' rn ) r f I— I � ; -o it .:_.�., •') - • ......... `•; oa I —� is I 17D q N / i ........... E Li t, �• is - = Sa' -f s • t , . f �2. HIGHLAND — ... N . SPRINGS DR . ' jf �,� 222 _ LOT 8 _ 0.61 AC 518' 8 X m W - _, ---- VESTING IN THE C l TY OF LA QUINTA, RI VERSIDE COUNTY, CALIFORNIA . EN TAT I VE TRACT ISO. MINOR CHANGE DEC, 199 1 E' L Y W 4Y R /W R/W I 55" 30' 12 " 34, 14 " F 6' SW g' g' EXISTING ? 2% 2% GROUND 6 "MEDIAN CURB B "CURB & GUTTER N.T.S. PROPOSED C ENTfRL I NE R 1W OF H 16HWA Y l 1 / . 88 44' EXIST /N6 CENTERL I NE 12' 32' OF H 16HWA Y I// _ ♦ _ SW R /W 8 "CURB & GUTTER �—_ 8 "CURB & GUTTER S / MON D'R I VE l � r' It PROPOSE_ D. / CURB & 6UTTER 15' SLOPE EASEMENT IN FAVOR STATE OF CALIFORNIA PER INST. NO . 31462 RECORDED APRIL 5, 1968, O.R. — PROPOSED R%W EXISTIN6 R 1 t: ' 1 - — -_— _ — -- — ----- ___ - -_-_ _ — _ __. ..... uu•- -yam •�•`•� w.,,,� ,,,,,,,L -T _........ _ ... ....... ...... . . EX I ST I NG ' I MPROVEMENITS 1Z TRACT N ©. 24230 lily LAKE I A QU I N TA P7031 E'LY W' Y R /W R �W 104' 60' 12' 32' 12' 48' 48' 12' 16 32' e 19,9-1 ? MEAN SW 1_? x 8 "MEDIAN CURB 8 "CURB &GUTTER WASH/NOON SrREE r N, r.S. Ln �z Q oCt Lo O Q CZ) Ln S , Y R /W a w� 80' a 581 22 ' VARIES 0.1'TO 9.2' I 40 VARIES 8• r z SW , �.-- 96 _—� 2% FUTURE MEDIAN CURB 8"CURB K GUTTER STATE H /EiHWAY 111 N'LY S'LY R 1W R /W 8 "CURIB & GUTTER 8 "CURB & GUTTER 47 A VENUE N. l . S. i - \IV EP ♦ SCALE I "= 1 00' ` 1 W v 1 6 Q I ,,1 o• ' COUNTRY CLUB NTFRST q DRIVE N w w IC I~ cn FRED WARING DRIVE S� rE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE zz U) w L O � Z Q U) EISENHOWER DRIVE ~" a N.T.S. VICINITY MAP 'OWNER/APPLICANT Washington - 111, Ltd. a California Limited Partnership, Apollo Inc., an Idaho Corporation, General Partner 42 -600 Cook Street, Suite 205 Palm.Desert, California 92211 -5143 .(619) 341 -0397 E L. DAVIDSON, Ef. AL. STOUG DAVIDSON 3433 WEST S UE, SUITE 100 FRESNO FORNI 3711 27 1 200 CHER 701 N HAVEN AVE., S 50 ONTARIO, CA NI 1764 (714) 944 -9 ATTN: R. REDMOND AREBOTTLE .GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE : VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT : 66+ T. TOTAL COMMERCIAL LOTS : 7 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) : I UTILITIES SEWER & WATER : COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION DISTRICT GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE : GENERAL TELEPHONE T.V. : PALMER CABLEVISION LEGAL DESCRIPTION A PORTION OF THE NORTHEAST I14 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.B.M., AS DESCRIBED IN THE PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED APRIL 11, 1991. ASSESSOR'S PARCEL NOS. 617- 020 -007 617- 020 -026 617 -020 -028 617- 020 -029 DATE: MAY. 1991 �. •_ NO TE . f'.... SEE CONCEPTUAL WATER, SEWER, GRADING 8 HYDRO[ 06Y PLANS FOR UTILITY, GRADING 8 DRAINA6E INFORMATION.. vs 0-' 0 ENGINEERING SERVICE CORPORATION -N CONSULTANTS IN CIVIL ENGINEERING S LAND PLANNING PROJECT ENGINEER 964,;1 AnWRT BOULEVARD, SUIT? 714 LOB ANGELES, CA 90045 :1310) 348.8030 rt PROJECT MANAGER CHECKED BY 09 R.,. E . '' DA TE PROJ . NO. SIN61fi/6' PALMS DR. 12' IN THE CITY OF LA OUINTA, RIVERSIDE COUNTY, CALIFORNIA VES F I N G T ENTATIVE F ISO. M l NOR CHANGE DEC 1991 .......... II5 af 1 2 -3 14 11,64-1 12' C.) a10. m LO (6 LOT 4---- LLI Of 3.ff)2 AC Y % 2701 E' L Y W) Y W) y w R R 1W LQ 104 12' 32' 48' 4 ffl 30 6'5W 9•9' I? x EXISTING 2% GROUND 6"MEDIAN CURB 8"CURB & GUTTER 32.' 9; Z t% a5"MEDIAN CURB •'''..� ADAMS STREET C::) QC At ' T C t.Q 2 1-l,AC_' JVASHINVON STREET R 1W 12' :8 P 8"CURB & GUTTER COUNTRY CLUB 71 DRIVE . w w a: cn Ln --j '-" I FRED WAR ING DRIVE ,q /w R /w C�, Lu R )wl' PROPOSED CENTERL INE 88' 80' OF H16HWAY /11 14' 44 44 22' ..%.� - SIMON DRIVE VARIES EXISTING CENTER[ INE STATE HIGHWAY 12, 32' 32' 121 0.11 4 VARIES 80 TO 9.2' OF H16HWA Y r z 47TH AVENUE IE z LO w • . `:r'``t . r\ �:: - . •. 2% TURE MEDIAN CURB z % FUTURE EISENHOWER DRIVE 8"CURB GUTTER 8 CURB GUTTER2� `0_1�8"CURB LO L N. T. s. V ICINITY MAP TA Tf H 6HwA r ..SIMON'ORIVE OWNE. RIA ICANT z PPI, F_ z ....... ..... ""N 36 aWit9toa `111 'Ltd. • 36. atf6 Partnership PaAn •a C4 . rnla LW 12 24 241 12, goo 116 Inc., 00 oc Apo % ..... ....... in Who Cotpotation,Geo ............ .. . ....... Sw sw 41t6.00 Cook, Street Surf Paw iseri, cb, .. ... ....... '(619),341t03 7-.., s .205 ii ... ....... 64 :.- ... .' I , . — .) I8"CURB & GUTTER L) 0 . .. ........ . ...... 1 77� C� a 6'50' J % CD E L. DAVIDSON, ET.. AL. r) �450, STOUG C % j 3433 WEST S UE. S 0 FRESNO F RNI 3711 4 A 7 VL WE - 276-1200 .......... 1 . . . ......... I. .... .. ..... . . ......... .. ....... URB cOv 6LI T TER ........... . : Iu .. . ........ . ....... N# T,+S+ . ......... . .......... IS'. SLOPE EASEMENT N FAVOR 0 O)i� STATE OF CAL IFOkNIA 70 I. N E .io 150 L44 PER INST. NO. 31462 RECORDED r. A ........ . .. . .... ...... . ...... . ..... APRIL 5, 1968, O.R. .......... . P". NI 1764 ........ ........... -944- (7 14) 9 ATTN�.� R. D R1W ....................... I I - PROPOSE rc .......... ........... 0 R 1W ...... . ............. E 1. PROJECT NAME* WAS C 0 ZONING CPS . . ....... . . ..... CPS \ \ ILn ..... .... . .. SE. .... .......... 0 T ................... L 0 Tk,,j C ......... A C I.§Q . ..... L-Li 7 • yr' •........... LAj 8. TOTAL STREET LOTS 5 f SCALE I"=100' ........... Q< N.... ...... .... ...... L . .......... \ % I. ..... LOT 6 EP 0 ------------ Lr) UTILITIES 39 AC COACHELLA AL R WATER DISTRICT PU TRICI TY HR EIARL N C I R SEWER &WATER oI rTl GAS .. .. ...... .......... ........... ...... . GENE . . . . .............. . IL ........... T.V. Fri ICD E HONE ' I � irn t'-' � ' �. �/• .,1 �_ -• � � r ;.._:...:::�,;.y; •- = ( ^ '•, ,••' . .......... CD ............. ... . ...... . ...... _lD .......... A T 5 SOUTH,.RANGE T EAST, S.B.B.M., AS I % . .... . ...... . .. ... ......... . ..... . ..... ......... . ......... . .......... AMERICAN . .......... . . .......... . . ......... . APRIL 11, 1991. 5 AC . .......... >e .............. . . Ld ..... . ... .. .. I—— ASSESS PARCEL .......... v ............... ........... 4.1." . ......... 17 020 007 ........... ............ ....... . ... ........ .. ...... . ........... Ij . ........ 31 _AC • ti' 1) ` .. * 155' .70, 50' II-7 -62 ...11; ..;OD .... ...... II0 DATE : MAY Z2 2 tI. ......... ........... A I I I r- .......... . I(0 EX CUR U16HIAND i. I _... V6 Ill i B A il - : `_ _ , SPj?IN6S DR. V 21 7 ... ........ I ................. .... 0 61ITTER 8 SIDEWALK. 222 ..... . ..... LOT 5' .. . . ..... 5 . . .. . .................. .. . . . . ...... . .......... . ....... .... . ......... . . . ........ . .. - — — — — — — — — — — — --- — — - - — ILi 69 NOTE LD .......... . ar . ........ . . ..... 0 g+,. ... ....... ... VA W SEE CONCEPT L 'WATER OL06Y 0.61 AC ... . ........... ..... . ........ . . . . ........... . ..... .. .. . .................... . . .......... ...................... — — — — — .. ...... ............... PLANS FOR uruIrr, GRADING 4 DRAINA6E INFORMATION. ....... .... . ....... .. — — — — — - -- --------- . . ....... ......... ... .. ........... EX I ST I ........... ...... . .. G' IMPROVEMENTS IL 1 1 ION-' I .......... T .......... C V. W.D. G LAND PLANNING & TRAC T ND. 24230 il 7 �:CIONSILIIL ANTS lNCIVIL,ENGINEERI,N AU" I-AT BQULZ SXnTS 714 INEER WELL S/ ff I A 7' 4 6'' MANAGER I 0 /Q6 1,026-3- 9A IE 0 • ' :. . .' ' . / - .;I� Q •.� I T , . I Q X\ ,. o�017, ! t oo I 'VI ZI � j n� PAD � Q 70,2 ' . PAD \\ i i - 6y1 I PARKING FIELD, TYP. l i . 1 j PAD "1 G , I i „ f �t PAD 75.0 c V . �a A PAD 5.0 PEDESTRIAN LINK \� LA Q CA A COMMERCIAL PROJECT FOR • BIRTCHER 72120 Manufacturing Rd., Ste. K Thousand Palms, CA 92276 Tel: 619 343 -2330 Fax: 619 343 -0025 Q PAD EARTHWORK QUANTITIES: W W Z 4. 1 , -14 q - C`,! CUT 270; 299 - C.Y. FI LL c 1 t ��. to --► -'''� -+ ENGINEERING SERVICE CORPORATION CONSULTANTS IN CIVIL ENGINEERING 6 LAND PLANNING PROJ. ENGINEEI �y 72.780 EL PASEO, SUITE E -1 PALM DESERT, CA 92280 PROD. MANAGER (619) 568 -5997 _ - •- — 22032 -6 OIR. ENGINEERII W.O. DATE 1 -15 -91 0 _ i'.r 1P1 I 1 „{� �E 79 0 90 -t g SCALE: 1" 100' - 0" MUSH Perk Wtz.Ruthn 0 100 0 100 200 hillaw'-wal 213 f419333 •-.. scale feet WASHINGTON SQUA CqMMERCIAL MULTIUSE CENTS i , , , , r , , , , , , , , , c , , r , ti IN THE C l TY OF LA QUINTA, RI VERSIDE COUNTY, CALIFORNIA . L-D T9gCT MAY, 199/ W' Y E' L Y R 1W R' /W 55' 30' 34 ' /4 " 12' 61 s \`X PALMS DR . I �� NN Nx kk 12'1 � 164 3-2' 48 A' 12' �� \� ♦ \ / j �, - 1 j I Z j 1� 12' --� I; w >1 fill i _ LOT 4 �1i I EXISTING 2 % -- -`� I GROUND 6 "MEDIAN CURB - 8 "CURB & GUTTER ADAMS STREET N. T, S, PROPOSED C ENTERL / NE R /W OF H l GHWA Y /// EXISTING CENTERLIN€ OF H 1 GHWA Y l l l �.n W' Y � E Y R� R�W 104' 60' 12' 32' I2' 48' 48' I2` I6 32_ e q8'MED ? I ME ° Sw 2Z —r— x 29 L 1� IAN C URB 8 'CURS & GUTTER Ln Q� ca- o k- Q _ o �`''' R 1 ca, �W RAW BO' 14' Sg' 22' VAR I €§ I - 0.1'TO 9.2' 4O't VARI ES e' 2% -'I�i—F-UTIIRE MEDIAN CURB 8 "CURB & GUTTER 8 "CURB & GUTTER 8 " CURB & GUTTER S/MON DRl VE •- " S TA TE H l GHWA Y l l/ .�: N T s N, T, s, R 0 Xib { I �• — co 12, 24' '29' 12' 1 p 1 I I 293' '� �9. {77' 80' 9� c,`;,� _ ._. _ _?Z_ -_-�e - ti { 1 I 333' - '•.-r COUNTRY CLUB NrFRsr q rF DRIVE 10 F- W W IZ IF-- cn FRED WARING DRIVE S/ TE SIMON DRIVE— STATE HIGHWAY 47TH AVENUE z cn w H Q CE z <a Ln EISENHOWER DRIVE —r I _ Un N.T.S. VICINITY MAP 0 (I I 515 _ 80' 8 "CURB & GUTTER 8 "CURB It GUTTER OWNER 1I , I 333 217 T \ II z I T93' JAMIE L. DAVIDSON, ET. AL. Q I X I \ ♦ STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE. SUITE 100 W x II W I �S8• \ ` PROPOSED FRESNO, CALIFORNIA, 93711 W i l l o \ 4' 4 7 A VENUE 0 N ap CURB & GUT TER ( 209) 276 -1200 \ o 15' SLOPE EASEMENT IN FAVOR DEVELOPER/APPLICANT ((� OF STATE OF CALIFORNIA ? I I PER I NST . NO. 31462 RECORDED B 0 1 RTNORiH HAVEN AVE., SUITE 150 APRIL S, 1968, O.R. ONTARIO, CALIFORNIA. 91764 (714) 944-9890 W I I C-) I Lo �� PROPOSED R/W ul ATTN LEE R. REDMOND ifi JIM HAREBOTTLE IQ EXISTING R/W GENERAL NOTES LOT 6 \ I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 (1 (t 1 I I .95 AC a \ `'� 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTINGLAND USE : VACANT I t ♦ LOT 2 1 5. PROPOSED LAND USE : COMMERCIAL \ 1 CENTER 1.90 AC \ 6. TOTAL ACREAGE OF PROJECT : 66f W T. TOTAL COMMERCIAL LOTS 7 W 8. TOTAL STREET LOTS ; 5 fP , SCALE I"=100' 9. OTHER LOTS (RETENTION BAS I N) I I I 1 �o Ln I 8. UTILITIES 4 In \ EP 1 SEWER & WATER : COACHELLA VALLEY WATER DISTRICT i tx I�,1, LOT \ Q ELECTRICITY : IMPERIAL IRRIGATION DISTRICT '� �� I GA5 SOUTHERN CALIFORNIA GAS COMPANY 00 1 I 0 15.43 Ac , AO' .... w4 e. a TELEPHONE GENERAL TELEPHONE 1 I c 1m ._ .... T.V. : PALMER CABLEV I S I ON Ld LEGAL DESCRIPTION � 1 I � 1� \ A PORTION OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S,B.B.M., AS z f ,ai LOT �' 1 \ DESCRIBED IN THE PRELIMINARY TITLE REPORT N I I I N L O T 7 4/8, �• \ PREPARED BY FIRST AMERICAN TITLE INSURANCE w I I I 1 14.63 AC 3.15 AC \ ` COMPANY DATED APRIL Ii, 1991. ASSESSOR'S PARCEL NOS. 617- 020 -007 I ( a 617- 020 -026 _,.� s' 0 617- 020 -028 �3, 617- 020 -029 (o �Asr, moo. I? 1 DATE: MAY, 1991 rx 222' �- -- ~ c — _ - ---- -- LOT T R' �' cz Q3 _ _ HIGHLAND `° ''�� EXISTING CURB � JUL 1I 2 199' a a SPRINGS DR. co `'```- .�`„�` ?3' GUTTER & SIDEWALK M o. 18 AC � �,i� Y !�- ILAUil'tA APPRO°EO By CITE COUNCIL 222' 93 , ., `` ` `�..` ° 'lANNIIVG & DEVEWPMENTDEPT. %-- - ON LOT 8 - `-- 3. - ��. z a I 1) 0.61 AC 518' 8g `�`�. -1 9-_. ____'..= 325_ — ." '� - - -- 254' _ _ — Z2 164' 1 { I1 _ - - �� ---- -- - - -- ---------------- _______ --- ___ o• NOTE: J �� _ �ZO- -`,,�` " 609' SEE CONCEPTUAL WATER 2 °f SEWER, GRA D l NG H YDRO L OG Y I RETENTION // _ —_ _ -- _ ___ _ _`- 130 3o _ — — __ — r. PLANS FOR U T I L I T Y GRADING DRAINAGE INFORMATION. BASIN EX I ST I NG I MPROVEMENTS �:� �\ i Z �� ll' TRACT N0 242�D _ �� `N\ ENGINEERING SERVICE CORPORATION C . V. W. D. O CONSULTANTS IN CIVIL ENGINEERING & LAND PLANNING LAKE 1A Q U l /Y T A \\ WELL' S TE PROJECT ENGINEER \\ 72-780 EL PASEO, SUITE E -1 PALM DESERT, CA 92260 PROJECT MANAGER [6193 568 -5997 33486 2292 -8 CHECKED BY R. C E. OA TE PROJ. -RF 1 05 ----------------------- . i--------- -------- --------- - - ---- .----------------- -------------------- .---------- - - - - -. - -- - - -. —. ------------------------- -------------------- ---- -------------------------------------------------------------------- -------------------------..--- �------- �— ��--- ��— ��--- ��..— �.. �-- ��—.. �.. �..—.... ��—..--- �-- ��-- .....�— �----- �-- ..��..� - -..�� -- �— ��..-- �.... �- e— ..�.�-- �-------------- .. - -�— — - ; r S/N_G1NFi PALM'S DR, !I i NN 3n 148 4 12' 12' v. Y\x. PROPOSED CENTERLINE R 1W OF H / 6HWA Y /// L_ EXISTING CENTERLINE OF H 1 6HWA Y t I/ O e 6 »MEDIAN CURB 8 "CURB & GUTTER ADAMS 5 TREE T N. T. S, WASHINGTON STREET N, T, S. � Z MAY, 199/ rb `� J V cz °rt' R /W 0. w W' Y E Y R �W W' I RfW E r - Rfw R W 14' � - 104' 60' 12' 32' 12' 48' 48' 12' 55' 30' 16 32' 12' 34 ' 14 ' 9 61 Sw 9,91 z;r zx EXISTING\ 2i� GROUND r �- __ J VIAED IAN CURB PROPOSED CENTERLINE R 1W OF H / 6HWA Y /// L_ EXISTING CENTERLINE OF H 1 6HWA Y t I/ O e 6 »MEDIAN CURB 8 "CURB & GUTTER ADAMS 5 TREE T N. T. S, WASHINGTON STREET N, T, S. VARIES 0.1'TO 9.2' __,. 4 0' VAR/ES $'CURB a GUTTER INr COUNTRY_ CLUB �'Qs7; oArvE w w arc U) FRED WARING DRIVE S' Y R �W SITE 22' SIMON DRIVE e STATE HIGHWAY 111 sw 47TH AVENUE Zz U) w zx 0 a Cc r u i ur%E MED I AN CURB »- -�—.° ...� Z � � � �"�— ~ � � + � � _ �r � j � � � EISENHOWER DRIVE 8 1CURB & GUTTER Ln ti R 1W e LOT 14 �,,`� � A , w a LOT 12 � '�``�' I 1 I S 36' 36' 121 241 LOT 8 I-- W I I I {�� %: , sw I ` .40 Ite.11 8 "CURB & GUTTER LOT 7 PROPOSED CURB & MUTTER 15' SLOPE EASEMENT IN FAVOR `I LOT 15 LOT 21 GOT 6 ,u OF STATE OF CALIFORNIA `� PER I NST . NQ . 31462 RECORDED ! ( I APRIL S, 1968, O.R. PROPOSED i ! R/W II i ! LOT 16 EXISTING R/W LOT 5 ! e LOT 22 ! LOT 4 I i LOT 17 �. lip " rn LOT 0 i� LOT 18 ! i # LOT 20 I I I I L 0 T 1' } I 1 I 1 `'� I 1_50'_ ! I , „I I ! i 'LOT 20 L 10 24 YL'ri 1MW RauY� [N'�9Ml4bLPWAS,A�SCWANAiM� �f ..+ ..✓ � ...�^' � goy,. .r.0 »r.....o. — rr »�i_.......,..• .«.w mw ...,,r .w.. a.,ava ..ms .a.« ,.....�..,�� ,� � rtrrNi,a .►s ... -... i .�_.._ EX I ST I Nei CURB LOT SpRhv6s OR, 6UTTER SIOEWA I K AWMW + I ,. � I ! ~-'� �. ,,� ^``”` -,w '�- .;:�; --�,,. ,..,,,,. .�: ., �. ;.. .ter �.. �:,� ,::..... •.. : � { p., � � Rri11 b'S sari bM� ,�'""+. "'"r• :ow,., °""'° a.wt. _,..w.. «.ur »rir; . �aw,.�.+..^++. .µ .wr' �..�.� +,..rw„!. «..w. ray...e.,.r .+»�» ,ew+ _......A....snw ....... :wei � r,�.,F� �. .«...«,.� ,v»+ �r.r RE TENT /01V BA 5 IN EXISTING sT I NG IMPROVEMENTS 0 TRAC T NO, 24230 A � LAKE 1A QUI NTA 47 A VENUE N, T, , .S , Ep `► % SCALE I" =100' C. V.W.0. WELL SITE i �__I w Q VICINITY MAP s, RiW 8 »CURB & GUTTER ,U.E, OWNER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 FRESNO, CALIFORNIA, 93711 ( 209) 276 -1200 DEVELOPER /APPLICANT .BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 ONTARIO, CALIFORNIA, 91764 1(714) 944 -9890 ATTN: LEE R. REDMOND 1.11 JIM HAREBOTTLE GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2, EXISTING ZONING : CPS 3. PROPOSE D.ZONING : CPS 4. EXISTING LAND USE : VACANT 5, PROPOSED LAND USE COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT 66# 7. TOTAL COMMERCIAL LOTS : 7 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) : I UTILITIES SEWER & WATER COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION DISTRICT GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE GENERAL TELEPHONE T.V. PALMER CABLEVISION LEGAL DESCRIPTION A PORTION OF THE NORTHEAST 174 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.B.M,, AS DESCRIBED IN THE PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY MATED APRIL 1 1 , 1991. ASSESSOR'S PARCEL NOS. 617°020 -007' 617 -020 -026 617 -020- -028 617-- 020 -029 DATE: MAY, 1991 RECEIVED JUL 10 1991 l� ) CITY OF LA QUINTA NOTE N10) PLANNING & DEVELOPMENT DEPT. SEE C ONE°' EP TUA L WATER, SEWER, GRAD I N'C HYOROL 0 Y PLANS FOR U T I l 1 T Y, GRADING S DRA I NA 6E 1 NFORYA T I ON, y ENC I NEED .I M3' SERVICE CORPORATION , CONSULTANTS IN CIVIL ENG i NEER I NG & LANG PLANNING 72-790 E1,. F'ASE13, SUITE E-1 _ __ PALM DESERT, CA 92Q60 PR1� �E�T �iANAi�FR C6191 588-5997 _ .33484 � ifici lfo By w 1 . i � Z � rb `� J V cz °rt' R /W 0. w 80' 14' 58' VARIES 0.1'TO 9.2' __,. 4 0' VAR/ES $'CURB a GUTTER INr COUNTRY_ CLUB �'Qs7; oArvE w w arc U) FRED WARING DRIVE S' Y R �W SITE 22' SIMON DRIVE e STATE HIGHWAY 111 sw 47TH AVENUE Zz U) w zx 0 a Cc r u i ur%E MED I AN CURB »- -�—.° ...� Z � � � �"�— ~ � � + � � _ �r � j � � � EISENHOWER DRIVE 8 1CURB & GUTTER Ln ti R 1W e LOT 14 �,,`� � A , w a LOT 12 � '�``�' I 1 I S 36' 36' 121 241 LOT 8 I-- W I I I {�� %: , sw I ` .40 Ite.11 8 "CURB & GUTTER LOT 7 PROPOSED CURB & MUTTER 15' SLOPE EASEMENT IN FAVOR `I LOT 15 LOT 21 GOT 6 ,u OF STATE OF CALIFORNIA `� PER I NST . NQ . 31462 RECORDED ! ( I APRIL S, 1968, O.R. PROPOSED i ! R/W II i ! LOT 16 EXISTING R/W LOT 5 ! e LOT 22 ! LOT 4 I i LOT 17 �. lip " rn LOT 0 i� LOT 18 ! i # LOT 20 I I I I L 0 T 1' } I 1 I 1 `'� I 1_50'_ ! I , „I I ! i 'LOT 20 L 10 24 YL'ri 1MW RauY� [N'�9Ml4bLPWAS,A�SCWANAiM� �f ..+ ..✓ � ...�^' � goy,. .r.0 »r.....o. — rr »�i_.......,..• .«.w mw ...,,r .w.. a.,ava ..ms .a.« ,.....�..,�� ,� � rtrrNi,a .►s ... -... i .�_.._ EX I ST I Nei CURB LOT SpRhv6s OR, 6UTTER SIOEWA I K AWMW + I ,. � I ! ~-'� �. ,,� ^``”` -,w '�- .;:�; --�,,. ,..,,,,. .�: ., �. ;.. .ter �.. �:,� ,::..... •.. : � { p., � � Rri11 b'S sari bM� ,�'""+. "'"r• :ow,., °""'° a.wt. _,..w.. «.ur »rir; . �aw,.�.+..^++. .µ .wr' �..�.� +,..rw„!. «..w. ray...e.,.r .+»�» ,ew+ _......A....snw ....... :wei � r,�.,F� �. .«...«,.� ,v»+ �r.r RE TENT /01V BA 5 IN EXISTING sT I NG IMPROVEMENTS 0 TRAC T NO, 24230 A � LAKE 1A QUI NTA 47 A VENUE N, T, , .S , Ep `► % SCALE I" =100' C. V.W.0. WELL SITE i �__I w Q VICINITY MAP s, RiW 8 »CURB & GUTTER ,U.E, OWNER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 FRESNO, CALIFORNIA, 93711 ( 209) 276 -1200 DEVELOPER /APPLICANT .BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 ONTARIO, CALIFORNIA, 91764 1(714) 944 -9890 ATTN: LEE R. REDMOND 1.11 JIM HAREBOTTLE GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2, EXISTING ZONING : CPS 3. PROPOSE D.ZONING : CPS 4. EXISTING LAND USE : VACANT 5, PROPOSED LAND USE COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT 66# 7. TOTAL COMMERCIAL LOTS : 7 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) : I UTILITIES SEWER & WATER COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION DISTRICT GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE GENERAL TELEPHONE T.V. PALMER CABLEVISION LEGAL DESCRIPTION A PORTION OF THE NORTHEAST 174 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.B.M,, AS DESCRIBED IN THE PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY MATED APRIL 1 1 , 1991. ASSESSOR'S PARCEL NOS. 617°020 -007' 617 -020 -026 617 -020- -028 617-- 020 -029 DATE: MAY, 1991 RECEIVED JUL 10 1991 l� ) CITY OF LA QUINTA NOTE N10) PLANNING & DEVELOPMENT DEPT. SEE C ONE°' EP TUA L WATER, SEWER, GRAD I N'C HYOROL 0 Y PLANS FOR U T I l 1 T Y, GRADING S DRA I NA 6E 1 NFORYA T I ON, y ENC I NEED .I M3' SERVICE CORPORATION , CONSULTANTS IN CIVIL ENG i NEER I NG & LANG PLANNING 72-790 E1,. F'ASE13, SUITE E-1 _ __ PALM DESERT, CA 92Q60 PR1� �E�T �iANAi�FR C6191 588-5997 _ .33484 � ifici lfo By w 1 . i Y i f l� _ PA L MS DR. Ile it 12'1 l 164 32 i 1 48' 4 12' 1'_ 12' IN THE C / TY OF LA QUINTA ; Rl VERSIDE COUNTY, CALIFORNIA MAY, l99 / P�7031 a E' L Y W YV j Y • R Iw R � Y W w R ! w 104 ' 60' 12' 32' 12' 48' 48' 55' 30' 16' 32' - z 12' 34' 14' 6' SW 919, ? =� -MEDIAN CURB 8-CURB & GUTTER ADAMS STR -f ET g N,T.S, - _ 2.r EX I ST ING GROUND (— — j — ` — 8"WEDIAN CUR,a WA SH I NS T ON STREET N. T, S, PROPOSED CENTERL INE R w 88 R w OF H 1 GHWA Y 111 , 44 44 EX/STING CENTERL IN£ 12' 32' ►' 32' 12' OF H 1 GHWA Y I I I 6' SW SW r 2 it 2Z -a 8 "CURB & GUTTER 8-CURB & GUTTER \ / RON DR/ V E \ N'. T, s*. N W LOT 14 } i ,W I LOT 12 O I} 1 LOT 8 \ �, Zt Q to } '• „ ii z I LOT 7 \ i m 1 1 } \ W PROPOSED � W I i I Ap CURB & GUT TER 1 ti f I i 1 \ ikp 15' SLOPE EASEMENT IN FAVOR LOT 15 LOT 21 -LOT 6 \ �' OF STATE OF CALIFORNIA Z f I Lu I \ 5 I� PER INST. NO . 31462 RECORDED APRIL S, 1968, D.R. f i I , PROPOSED R/W f (Q I EXISTING R1W I� t L1) T_o-16 - \ iz i 1 Q i LO T 5 LOT 22 II 1 \ r 1 i LOT 4 IN LOT 17 i �X 1� + f , z ' I ,� 1or, . a W i i� LOT LOT 18 LOT 28 z h) I } W i LOT 19 f 5 I -,. `} } LOT 24 I LOT 20 LOT 25 AND a EX /STING CURB & > DR. -A VENUE GUTTER & SIDEWALK LOT 27 RE TEN T lON /l �% - ,.�___ __ _ _ - -- _ ___-- =-_ _ ___ _—= — — -_ BA S l N %L //, EXISTING IMPROVEMENTS �\ �i� �� TRAC T NO, 24 230 •`� vim` LAKE l A QUINTA E' Y .R lW 12' a' 8'CURS 4 GUTTER �z Q o � v cap S'LY W R /W � W 80' ! 4' 58' 22' 0.1•TOR9E21 l 40'f VARIES - a' — sw z � — — — 2 Ar FUTURE MEDIAN CURB 8 "CURB & GUTTER STATE- H/ GHWA Y l l l N.T,S. N'4Y S'LY R/W R/W INr�RS , COUNTRY CLUB lq if DRIVE W W In FRED WARING DRIVE Sl TE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE ---z m w - 8 Q Cc LB 0 F_ z Q co EISENHOWER DRIVE _ 3 N.T.S. VICINITY MAP 8 "CURB & GUTTER 8. "CURB & GUTTER OWNER JAMIE L. DAVIDSON, ET. AL. j EP 47 A VENUE SCALE 1" =100' 1 LLJ W Q Q 1 C'-) 1 I o' 3� 1 w m U I t 30' 30' t STOUGHTON DAVIDSON ' 3433 WEST SHAW AVENUE, SUITE 100 FRESNO, CALIFORNIA, 93711 (209) 276 -1200 DEVELOPER /APPLICANT BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 ONTARIO, CALIFORNIA. 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE : VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT : 66f. 7. TOTAL COMMERCIAL LOTS : � U 8. TOTAL STREET LOTS : 5 9. OTHER LOTS (RETENTION BASIN) 1 UTILITIES SEWER & WATER : COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION DISTRICT i GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE : GENERAL TELEPHONE T.V. : PALMER CABLEVISION LEGAL DESCRIPTION A PORTION OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.B.M., AS DESCRIBED IN THE PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED APRIL 11, 1991. ASSESSOR'S PARCEL NOS. 617- 020 -007 617- 020 -026 617- 020 -028 617- 020 -029 DATE: MAY, 1991 JUL 12 1991 JIJL121991 CITY OF LA U INTA O. ANNIING & DEVELOPMENT DEPT. NO T E SEE CONCEPTUAL WATER, SEWER, GRADING & HYDROL06Y PLANS FOR UTILITY, 6RA D I NG & DRA 1 NA 6E INFORMATION, S/N6/N6' PAL MS DR. � I L4' 48 • 4 12' 12' U: p I t�Y) I l►1 �.r �t .; N, go PC co �W q i I I 293' 43 'g- 177' gyp' i 333' fl LQ Oc s© zzi ail I w W it i NN II II I i m I � i 1 c 1 I t LOT 5 m 15.43 AC m Ui I I 0) 4 N i I I a i I i a I I I I�0,l 22.2' H 16111 A ND _ IJ SPR I N6S DR. I �y,,ti 222' `� i9• `"°°�� I. LOT 0 1� i III 0.61 AG 5.1 $•�� .... i } t W I to RETENTION BASIN Af �1l Tel Y E' L Y W' Y R /W R tw R �W w l04• aa• 12' 32' Iz' 48' 48' 55' 30' 16 32' 12' 34' 14' 9 $ Q y 2x F EX IST ING j WSW 919, 2 X GROUND "MEDIAN CURB :.\ 6 "MEDIAN CURB 8 "CURB It GUTTER ADAMS STREET N, T. S. ROPOS£D CENTERLINE OF H 1 GHWA Y 1 1 l EXIST/N6 CENTERL /NE OF H 16HWA Y l l l e e EXISTING CURB & rrllTTFR 9 ''I11FWA1 K R /W n n f 8 "CURB & GUTTER 8 "CURB & GUTTER e ° S I MON DRI V E t�= ' +r -SI e e �. to r e PROPOSED / CURB & 6UTTER 15' SLOPE EASEMENT IN FAVOR OF STATE OF CALIFORNIA PER INST, NO, 31462 RECORDED APRIL 5, 1968, O.R. 4 --- PROPOSED R/W EX/ STJNG RiW % WASHINGTON STREET N. T. s, STATE HIGHWAY / l / R /W 12' VCURB C GUTTER R /W 22' 8' sw z% V-fiCURR & GUTTER N' Y S' L Y R W R /W COUNTRY CLUE N�� "ISI' q r� DR VIE 9Q W FRED WARING DRIVE Si TE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE z cn w r°- a z °n EISENHOWER DRIVE _ U) rl< 3 N.T.S. VICINITY MAP 8 "CURB & GUTTER 8 "CURB GUTTER OWNER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 47 A VENUE FRESNO, CALIFORNIA, 93711 (209) 276 -1200 N, T. s, DEVELOPER /APPLICANT BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 ONTARIO, CALIFORNIA, 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE : VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT : 66* LQ T. TOTAL COMMERCIAL LOTS : 7 Ltj . 8. TOTAL STREET LOTS : 5 SCALE I"=100' 9. OTHER LOTS (RETENTION BASIN) : I UTILITIES _P N © SEWER & WATER : COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION. DISTRICT 4%b GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE : GENERAL TELEPHONE T.V. : PALMER CABLEVISION LEGAL DESCRIPTION A PORTION Of THE NORTHEAST 114 OF SECTION 30. TOWNSHIP 5 SOUTH, RANGE 7 EAST, S. B. B, M, , AS DESCRIBED IN THE PREL I M I NARY 'TITLE REPORT LOT ,. ' PREPARED BY F I RS`i' AMER I GAN TITLE INSURANCE: 3.15 AC COMPANY DATED APRIL 11, f991. ASSESSOR'S PARCEL NOS. 617- 020 --007 6 v 617-020-028 61 i -020-029 el 12L. 43' DATE: MAY, 1991 6 L C) T APPROVED oY Ciri COUNCIL 0.18 AC ON -7`_ "Gj� J JUL '. 0 lg: EXHIBIT A CITY O� LA QUINTA �- 164' I -T'::_CASE NO �`�31 LpNN1VG & DEVELOPMENT OEP• IV J T L SEE CONC EPTUAL WATER, SEWER, 6RAt IN6 k HYDRO! 015'1 P1 A•1NS FOR UTILITY, GRAOIN6 & DRAINAto6 INFORMATION c o� p � a. 80' 14' 5L? ' VAR IES 40,4 VAR I s 0.1'TO 9.2' ZZ FUTURE MEDIAN CURB ""--- STATE HIGHWAY / l / R /W 12' VCURB C GUTTER R /W 22' 8' sw z% V-fiCURR & GUTTER N' Y S' L Y R W R /W COUNTRY CLUE N�� "ISI' q r� DR VIE 9Q W FRED WARING DRIVE Si TE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE z cn w r°- a z °n EISENHOWER DRIVE _ U) rl< 3 N.T.S. VICINITY MAP 8 "CURB & GUTTER 8 "CURB GUTTER OWNER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 47 A VENUE FRESNO, CALIFORNIA, 93711 (209) 276 -1200 N, T. s, DEVELOPER /APPLICANT BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 ONTARIO, CALIFORNIA, 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 87 -011 2. EXISTING ZONING : CPS 3. PROPOSED ZONING : CPS 4. EXISTING LAND USE : VACANT 5. PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT : 66* LQ T. TOTAL COMMERCIAL LOTS : 7 Ltj . 8. TOTAL STREET LOTS : 5 SCALE I"=100' 9. OTHER LOTS (RETENTION BASIN) : I UTILITIES _P N © SEWER & WATER : COACHELLA VALLEY WATER DISTRICT ELECTRICITY : IMPERIAL IRRIGATION. DISTRICT 4%b GAS : SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE : GENERAL TELEPHONE T.V. : PALMER CABLEVISION LEGAL DESCRIPTION A PORTION Of THE NORTHEAST 114 OF SECTION 30. TOWNSHIP 5 SOUTH, RANGE 7 EAST, S. B. B, M, , AS DESCRIBED IN THE PREL I M I NARY 'TITLE REPORT LOT ,. 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I ... ... - -,. ..." -1 . . . . . . . ..'....... d .- . . . . ... .. .. .. . ... ENTION - ... . 1 27�Z-- , . -------, '�� ... . �% . - , . I ; �: ,� ..... - -- "' ... �. ..... .. ........ .. ..... . � ....... . - - �. . ..... - .. I. ... , I lk .1 - ... I I - ....... . .. . . )��'i . ; I -=-:---- , -1 '. OWNER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE. SUITE 100 FRESNO, CALIFORNIA, 93711 (209) 276 -1200 - BIRTCHER 701 NORTH HAVEN AVE., SUITE 150 I. ONTARIO. CALIFORNIA. 91764 (714) 944 -9890 ATTN: LEE R. REDMOND III JIM HAREBOTTLE . GENERAL NOTES I I. PROJECT NAME WASHINGTON SQUARE 2. EXISTING ZONING . . ... : CPS 3. PROPOSED ZONING : CPS 4, EXISTING LANp USE VACANT 5. PROPOSED LAND USE COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT 66�' 7. TOTAL COMMERCIAL LOTS : 45 8. TOTAL STREET LOTS : 2 9. OTHER LOTS (RETENTION BASIN) I SEWER & WATER : CUACHELLA VALLEY WATER DISTRICT LII : IMPERIAL IRRIGATION DISTRICT GAS .- SOUTHERN CALIFORNIA GAS COMPANY T a V. . GENF..RAL TELEPHONE LEGAL DESCRIPTION . . . A PORTION OF THE. NOR rHEAST 114 OF SECTION 30, SOUTH, TOWNSHIP 5 RANGE 7 EAS F , S. B. B. M., AS PREL'MINARY TITLEREPORT PREPARED BY F!RST AME`;!CAN T I Ti_E I DATED COMPANY ; ASSESSOR'S PARCEL NO:�. 617- 020 -007 DATE: MAY, Iggl .16, � �� I.. .. � , . � '-) � . , I , . . . ,�.2, 1� I * I � I - * .-. �,-1 Llil \ * e>; ,- U � 1, . fv� NOTE: SEE CONCEPTUAL WATER, HYDROLOGY PLANS FOR UTILITY, GRADING 8 ORAINA16f INFORMATION. I - " I I � 11 � 1, I _N_G I NG PALMS OR I�.S I ' •... It, I,�4 J,r. OD �9 ~- 00 4 32� 48 ' 48' 12 ' 0. 9 :. IN THE C l TY OF LA QUINTA , RI VERSIDE COUNTY, CALIFORNIA . v ET T TAT � TINACT I� � INS � � � 0 2 MAY, l99/ R/W � R 1 � ss- i_ jo- s'sw 9.9•� ♦ 6 "MEDIAN CURB 8 "CURB & GUTTER r \ ti ADAMS STREET NJ. S. •��• PROPOSED C£NTERL 1 N£ Of H I GHWA Y III 88 �� ,`;'�. - •; �� EXISTING CENTERL lNf 12 � 32 32 Of H/ GHWA Y! 1 i % { ' I 1_ t I. ',I T AC , _ 1 ' �. X 72' 4 . 1 41 -, I i r ,..,.: 00 tr rq ' I I rq , 0. 8-1 AC 03 io lei I t- m - N S ' I j I rj) `' +z P. $8AC cD , .•.. • KI V I I �. T• { O •t ! �I ..y s: U' t I f. I� � i _I ' i IAO' w cn c I f= i 40` I I _ UJ 2. 744 rn ._ i� 1. i -, 5 `,3 r ; I { 1 4 :w tO.50 I n Hl WAND ' '� 1p �C — i`y P /N S R. ;l S R G D _ i � T ..... is v je� �. N —•2. , { r N � I . r•. � .... ............. _..� _ ._... `'�,. c� ;•. F I I ......_._ _. ......... �. 0 61 AC 518 -...,. 91 , - I _ __.. • e71 I I •. _.... _. R E c ` 8ASIN / / z�� CAN W' Y � R �W 104' 60' 12' 32' 12' 48' 48' 16 ' 32 :. . s sl _ .,� J EX G I -` - I ` J GROUND 8 -MEDIAN CURB WASH INGTON STREET N.T.S. �� W Ln O I w Z ..., . ., R c 14' Q ,n 58' VARIES X " M.• w EI _ t O ' A 10 Ck V a � I I W IN THE C l TY OF LA QUINTA , RI VERSIDE COUNTY, CALIFORNIA . v ET T TAT � TINACT I� � INS � � � 0 2 MAY, l99/ R/W � R 1 � ss- i_ jo- s'sw 9.9•� ♦ 6 "MEDIAN CURB 8 "CURB & GUTTER r \ ti ADAMS STREET NJ. S. •��• PROPOSED C£NTERL 1 N£ Of H I GHWA Y III 88 �� ,`;'�. - •; �� EXISTING CENTERL lNf 12 � 32 32 Of H/ GHWA Y! 1 i % { ' I 1_ t I. ',I T AC , _ 1 ' �. X 72' 4 . 1 41 -, I i r ,..,.: 00 tr rq ' I I rq , 0. 8-1 AC 03 io lei I t- m - N S ' I j I rj) `' +z P. $8AC cD , .•.. • KI V I I �. T• { O •t ! �I ..y s: U' t I f. I� � i _I ' i IAO' w cn c I f= i 40` I I _ UJ 2. 744 rn ._ i� 1. i -, 5 `,3 r ; I { 1 4 :w tO.50 I n Hl WAND ' '� 1p �C — i`y P /N S R. ;l S R G D _ i � T ..... is v je� �. N —•2. , { r N � I . r•. � .... ............. _..� _ ._... `'�,. c� ;•. F I I ......_._ _. ......... �. 0 61 AC 518 -...,. 91 , - I _ __.. • e71 I I •. _.... _. R E c ` 8ASIN / / z�� CAN W' Y � R �W 104' 60' 12' 32' 12' 48' 48' 16 ' 32 :. . s sl _ .,� J EX G I -` - I ` J GROUND 8 -MEDIAN CURB WASH INGTON STREET N.T.S. ` -1 - - -_ 8 "CURB & GUTTER 8 "CUIRB & GUTTER SI MON OR / VE k. v' �{'•,'1� E'LY R /W 12' !NT 8-CURB & GUTTER COUNTRY CLUB �R 1 DRIVE w w ar_ N „ . S L Y , . R /W 80' 22' VARIES _ . 8' . sw 2% T .8' 8 "CURB & GUTTER STATE HIGHWAY l!! N.T.S. N' Y S' L Y R/W R 1 36 36 12' 2,41 24' 12' 6' _ SW FRED WARING DRIVE SITE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE �z (n w z Lo °a u� EISENHOWER DRIVE I= VJ N.T.S. VICINITY MAP OWNER 8 "CURB GUTTER "t7` ' •5;% 8 "CURB GUTTER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 PROPOSED 4 7 AVENUE FRESNO, CALIFORNIA. 937 I I CURB &GUTTER - (209) 276 -1200 N.T.S. • IS' SLOPE EASEMENT IN fA DEVELOPER /APPLICANT VOR • Of' STATE Of CALIFORNIA BIRTCHER PER INST. NO. 31462 RECORDED 701 NORTH HAVEN AVE., SUITE 150 APRIL 5, 1968, O.R. ONTARIO, C4LIFORNIA, 91764 (714) 944 -9890 ` PROPOSED R/W ATTN: LEE R. REDMOND III JIM HAREBOTTLE EXISTING R1W GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 8T -011 `�, •. 2. EXISTING ZONING : CPS 3. PROPOSED ZONING • CPS 4. EXISTING LAND USE : VACANT 5, PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT • 66+ T. TOTAL COMMERCIAL LOTS • 46 8. TOTAL STREET LOTS 5 SCALE I"=100' C 9. OTHER LOTS (RETENTION BASIN) I V UTILITIES SEWER & WATER COACHELLA VALLEY WATER DISTRICT S�, �• �`� :_, �., /g ,, Q ELECTRICITY IMPERIAL IRRIGATION DISTRICT GAS SOUTHERN -CAL I FORN I A GAS COMPANY TELEPHONE GENERAL TCLEPI iONE - ,`° 40' _ �''�U►, T.V. ;�. {•' � O 1 ` PALMER CAREEN I S I ON �6 \ C7 /S � 1 0.60 AC '' 4• � •• • <. LEGAL DESCRIPTION c _ 1 /39• n;• i A PORTION OF THE NORTHEAST 114 OF SECTION 30, s 1 J _... TOWNSHIP 5 SOUTH RANGE 7 EAST S B C ; x y' DESCRIBED IN THE PRELIMINARY TITLE REPORT 1 � ' t i 1 �r t ® '`..• .._ : ' : 4 ,.._.._. .. PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED APRIL I I 19 2 .:.., _. -. 0 61 A C'` , 6 ; {� o— � �; 1 ASSESSOR'S PARCEL NOS. 617- 020 -007 • 4 a.. z k•.i o. •`;•• 7 -020-026 ... i ..i "1 a 617 -020-028 �. 40 s• g0 _ _ ►-= 61 7 020 .. ''� '7• 029 4, cy i �o 1.' -'.. � • +; •c '� DATE MAY. 1991 m t '; _. _ I . 50 AC r .. .. ..' `S8 I 5 r : 7 i C� `. i b; i Lw 21 A`C. !�. m rI m J 4i L T B m ..Q •8 � � �' X10 /3cG•' V a- •� Q 0 '� Q R 8. Q 8 , t� i cm NCO � a -tp lip i rr: O 7 \ n t ,w e ', ry - r• L t 1 i4ii �! i f 11 ;t 'j' S... — •� 9'•• 11 p4 •' 1 I 1 i . f� M 1 t: t x rw I. EXPIRES NO T , :.............. 36 y` ,_ �o I .6 ._... - ..- _...__... _._.._._ ,.:. >..:... :.,...:.. ..................: _ ... .., �* 6-36-04 SEE CONCEPTUAL WATER, SEWER, GRADING & HYDR�L OGY 4° �_ .. - X54 ._...r 1 t; ............._._.._. ... _......... _._..._..........._......._._._ .... _._... - [ NS OR _.._ .............. .. `\ • E INFORMATION. iv P A F TI /TY A N _..._ U 1 GR 0 / G ' ©RA /NAG � f << 'ENGINEERI.NG SERVICE CORPORATION CONSULTANTS IN CIVIL ENGINEERING G LAND PLANNING WELL SITE PROJECT ENGII 72 -780 EL PASEO, SUITE E-1 PALM DESERT, CA 92260 PROJECT MANAI i (619) 566 -5997 �� t� �• 12�2.- 8 ^ CHECKEd 1 Y 33486 (011,1191 PR(?(:.. NO . �� o� Ln O Q OLn /W L R c 14' 58' VARIES 40't 0.1'TO 9.2' _ FUTURE MEDIAN CURB ` -1 - - -_ 8 "CURB & GUTTER 8 "CUIRB & GUTTER SI MON OR / VE k. v' �{'•,'1� E'LY R /W 12' !NT 8-CURB & GUTTER COUNTRY CLUB �R 1 DRIVE w w ar_ N „ . S L Y , . R /W 80' 22' VARIES _ . 8' . sw 2% T .8' 8 "CURB & GUTTER STATE HIGHWAY l!! N.T.S. N' Y S' L Y R/W R 1 36 36 12' 2,41 24' 12' 6' _ SW FRED WARING DRIVE SITE SIMON DRIVE STATE HIGHWAY 111 47TH AVENUE �z (n w z Lo °a u� EISENHOWER DRIVE I= VJ N.T.S. VICINITY MAP OWNER 8 "CURB GUTTER "t7` ' •5;% 8 "CURB GUTTER JAMIE L. DAVIDSON, ET. AL. STOUGHTON DAVIDSON 3433 WEST SHAW AVENUE, SUITE 100 PROPOSED 4 7 AVENUE FRESNO, CALIFORNIA. 937 I I CURB &GUTTER - (209) 276 -1200 N.T.S. • IS' SLOPE EASEMENT IN fA DEVELOPER /APPLICANT VOR • Of' STATE Of CALIFORNIA BIRTCHER PER INST. NO. 31462 RECORDED 701 NORTH HAVEN AVE., SUITE 150 APRIL 5, 1968, O.R. ONTARIO, C4LIFORNIA, 91764 (714) 944 -9890 ` PROPOSED R/W ATTN: LEE R. REDMOND III JIM HAREBOTTLE EXISTING R1W GENERAL NOTES I. PROJECT NAME : WASHINGTON SQUARE SPECIFIC PLAN 8T -011 `�, •. 2. EXISTING ZONING : CPS 3. PROPOSED ZONING • CPS 4. EXISTING LAND USE : VACANT 5, PROPOSED LAND USE : COMMERCIAL CENTER 6. TOTAL ACREAGE OF PROJECT • 66+ T. TOTAL COMMERCIAL LOTS • 46 8. TOTAL STREET LOTS 5 SCALE I"=100' C 9. OTHER LOTS (RETENTION BASIN) I V UTILITIES SEWER & WATER COACHELLA VALLEY WATER DISTRICT S�, �• �`� :_, �., /g ,, Q ELECTRICITY IMPERIAL IRRIGATION DISTRICT GAS SOUTHERN -CAL I FORN I A GAS COMPANY TELEPHONE GENERAL TCLEPI iONE - ,`° 40' _ �''�U►, T.V. ;�. {•' � O 1 ` PALMER CAREEN I S I ON �6 \ C7 /S � 1 0.60 AC '' 4• � •• • <. LEGAL DESCRIPTION c _ 1 /39• n;• i A PORTION OF THE NORTHEAST 114 OF SECTION 30, s 1 J _... TOWNSHIP 5 SOUTH RANGE 7 EAST S B C ; x y' DESCRIBED IN THE PRELIMINARY TITLE REPORT 1 � ' t i 1 �r t ® '`..• .._ : ' : 4 ,.._.._. .. PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED APRIL I I 19 2 .:.., _. -. 0 61 A C'` , 6 ; {� o— � �; 1 ASSESSOR'S PARCEL NOS. 617- 020 -007 • 4 a.. z k•.i o. •`;•• 7 -020-026 ... i ..i "1 a 617 -020-028 �. 40 s• g0 _ _ ►-= 61 7 020 .. ''� '7• 029 4, cy i �o 1.' -'.. � • +; •c '� DATE MAY. 1991 m t '; _. _ I . 50 AC r .. .. ..' `S8 I 5 r : 7 i C� `. i b; i Lw 21 A`C. !�. m rI m J 4i L T B m ..Q •8 � � �' X10 /3cG•' V a- •� Q 0 '� Q R 8. Q 8 , t� i cm NCO � a -tp lip i rr: O 7 \ n t ,w e ', ry - r• L t 1 i4ii �! i f 11 ;t 'j' S... — •� 9'•• 11 p4 •' 1 I 1 i . f� M 1 t: t x rw I. EXPIRES NO T , :.............. 36 y` ,_ �o I .6 ._... - ..- _...__... _._.._._ ,.:. >..:... :.,...:.. ..................: _ ... .., �* 6-36-04 SEE CONCEPTUAL WATER, SEWER, GRADING & HYDR�L OGY 4° �_ .. - X54 ._...r 1 t; ............._._.._. ... _......... _._..._..........._......._._._ .... _._... - [ NS OR _.._ .............. .. `\ • E INFORMATION. iv P A F TI /TY A N _..._ U 1 GR 0 / G ' ©RA /NAG � f << 'ENGINEERI.NG SERVICE CORPORATION CONSULTANTS IN CIVIL ENGINEERING G LAND PLANNING WELL SITE PROJECT ENGII 72 -780 EL PASEO, SUITE E-1 PALM DESERT, CA 92260 PROJECT MANAI i (619) 566 -5997 �� t� �• 12�2.- 8 ^ CHECKEd 1 Y 33486 (011,1191 PR(?(:.. NO . ,:, .,,., .. ,� . _ _ _ �, .,._.. ,.. .. ,. .. .. _. .. ,T ,. _ � ,, .. _ . _ _ . __ .., _ �. . _, :{ r- � � � � � / \ \ I I. -oA*rmLv-- lz4o-%( - 4mdoo-z' *,u 47TH A V E N U E 0 iP dti N J6 a, sro 0 �-PMH f �� -APPROV A ROVED BY CITY COUNCIL LA EXHIBIT'S QU NNING COMMISSION ON A er _CASE NO. 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Dt ;:imn Structural MIKE TANGNEY � I z x r1gEGPE� I , CH FE i STEVE P {�j 4"* x �tl PUNCH t1 E*�I7EU S 1 -117' Mechanical JAY W I NSLOW Electrical t 04RLOS J I MENEZ Ig�Lr�w — Si Civil ESCO Landscape V I NC'E EL,LW00D �:- I� 4 -_. .�.�! � 1• ICl/ � <il.KA p:5, N!�I_o� 1 l � \� fps► � �� ti -I. �•T � LasEl� (' i T►oM ��T � Revisions a��T�i � c T�� I`•IGI� � Ll •� � � A , i II ' AR�� _ I GERALD C. G5NRIGM 1 * 1C 17286 �r /� / / / // / ��R OATE ' A-1 �/ I E I J � I� 1") f� � ...� I G I�.._I r Ito 1-� I�,�Ti � -_ • ' Sheet Number I��►T I,J�.►��. i�!.��- i'I��.i ,� A4 -4 a F i I ename- Plot date /time: Reference .f i I es: CURB DROPS TO 0' (TYP.) \6 SEE CIVIL FOR ♦♦♦ PAVING INFO. SAREACE ♦'♦ ' (TYP.) AREA �2 Q PAVING V INFO. ! 6,9 2T -70 EXP. JT. , THIS AREA (TYP.) (TYP.) .♦♦ i�� ♦ ♦ ♦� \ ° TRASH ♦♦ SEE CIVIL FOR GRADING INFO, THIS AREA 1 i • i i i I F�\ I I I I I I I I ' I I I I ; r i i f I I I SEE CIVIL FOR � GRADING INFO THIS AREA �r . M i. ENCLOSURE ♦'rj V MR IAREA REEN LL Y YP: " •� h - CONC. WALK ♦♦ - PAVING 1 I TYPE *B' (TYP.) y SALT WASH' A a• FINISH ♦ ( TYP.) d� + 2' MIN. CLEAR ♦ 1 FROM DOOR ♦i SWING,., 9 EXP. JT. FROM DOOR CLEAR (TYP.) i.� � SWING 13 5 113: \� CONC. WALK PAVING TYPE *B* (TYP.) ��. 9 '6. E4 -3 Y :I ELECTRICAL SALT WASH `: NEW BUILDING TRANSFORMER FINISH (TYP.), \ `h E4 -3 FOR DETAIL) FIELD TILE 1 1 w SALT WASH / C5 -2 FINISH . SALT WASH \ (T'YP.) ' FINISH � (TYP.) B CYCLE 1 5 ° \ PARK:I�G 13 BOLLARDS ° ( TYP.) 2. _6. \\ .� 9 7 _ _ .� C5 -2 / Mal K12 SALT WASH / ■ ■� w . FINISH 5 CL (TYP.) C5 -2 FIELD \\ TILE / ( TYP.) .' EXP. JT. �o / ( TYP.) ,ys' CONC. WALK !s EXP. J T.' SEE CIVIL FOR PAVING \ \ r o• ' ` / (TYP. PAVING AND TYPE ' B' FIELD \ / LAYOUT INFO. ( TYP.) TILE j THIS AREA ( TYP.) \ / I I - ACCENT \ r / FIELD _ TI I LIMIT OF WOOD TILE '•.� LE FLOAT / (TYP) CONCRETE (TYP.) � LIMIT FINISH WALK PAVING (TYP,) ACCENT CONIC. TYPE ' B' \ / TILE WALK ( TYP.) \ of / EXP. J T. ( TYP.) PAVING I 135* ( TYP.) TYPE '13 EXP. JT. ; �� \OPEN �� " OPEN FIELD - (TYP. ) TILE I I ( TYP.) a;, ,� \ L EXP. JT. '• �1 (TYP.) O�Q• ; (TYP.) TRELLIS � ,� I COL. . .��:, ; ,�'^l\ '�' �/O'• SALT WASH TRELLIS FINISH STRUCTURE }' j . TT (TYP.) ( TYP.) SEE �' TYP. ') 0. WOOD SHT. A4 -9 �' , .�� , �` FLOAT i I LIMIT CONIC FINISH : ^ :: , , C5 -• �'' j ( TYP. ) WALK PAV G ;, :3 1'•: :__::• TYPE* :..,, OPENS !� tTYP :'J t TYP. :C5.= :2::';;: �� OPEN 1350 a a• ACCENT \ TILE ( TYP. ) N - I - �Tto•�+�. ,. ^ TEXTURED . .�O �Q • i in COLORED I I FINISH I TRELLIS `- t TYP.) TRELLIS COLLUMN W00D FLOAT CONC. WALK FINISH COLLUMN PAYING ,. CONC. BAND SALT WASH TYPE *B* - -- u, ( TYP.) FINISH cTY>7.� ( TYP.) . 5 �- . 20 32 2.b .'.• .. 5 FAN I SHASH ._ - -- YP 1 •:•t TYP..)... ( TYP.) .:t YP;') :: ( TYP i ( TYP.) i f I I CONCRETE CURB AND "' GUTTER I I ci , - m ( TYP.) -EXP: I Via: '• :JO.I:IV I I :, i, I I i 1:3 + WOOD ' S''' °°. a.... 5 ■ } fiFkl:Ct1 R:; 'o a' t )i: ►; ONE:;:.:.. 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O OEL MIRADOR MEDICAL PLAZA ENTRANCE PLAZA - PAVEMENTS, LAYOUT AND GRADING PLANS ro�ect Number 07253- 006- 032 ate DEC. 8, 1992 ro�ect Manager BILL PERSEF.I EL D Architectural Coordinator MELISSA KEATON Arch. Design MIKE TANGNEY tructura • STEVE PUNCH ec antca JAY WINSLOW ectrica CARLOS J I MENEZ Site Civil ESCO Landscape RONALD GREGORY ASSOCIATES raNn y FORD ca e SCALE: 1 " = 20' evasions A REVISED 1/7/93 ADDENDA N0. 6 G 4 C 1� Sheet Number C5 -1 F i I enome: Plot date /time: 7 i • i i i I F�\ I I I I I I I I ' I I I I ; r i i f I I I SEE CIVIL FOR � GRADING INFO THIS AREA �r . M i. ENCLOSURE ♦'rj V MR IAREA REEN LL Y YP: " •� h - CONC. WALK ♦♦ - PAVING 1 I TYPE *B' (TYP.) y SALT WASH' A a• FINISH ♦ ( TYP.) d� + 2' MIN. CLEAR ♦ 1 FROM DOOR ♦i SWING,., 9 EXP. JT. FROM DOOR CLEAR (TYP.) i.� � SWING 13 5 113: \� CONC. WALK PAVING TYPE *B* (TYP.) ��. 9 '6. E4 -3 Y :I ELECTRICAL SALT WASH `: NEW BUILDING TRANSFORMER FINISH (TYP.), \ `h E4 -3 FOR DETAIL) FIELD TILE 1 1 w SALT WASH / C5 -2 FINISH . SALT WASH \ (T'YP.) ' FINISH � (TYP.) B CYCLE 1 5 ° \ PARK:I�G 13 BOLLARDS ° ( TYP.) 2. _6. \\ .� 9 7 _ _ .� C5 -2 / Mal K12 SALT WASH / ■ ■� w . FINISH 5 CL (TYP.) C5 -2 FIELD \\ TILE / ( TYP.) .' EXP. JT. �o / ( TYP.) ,ys' CONC. WALK !s EXP. J T.' SEE CIVIL FOR PAVING \ \ r o• ' ` / (TYP. PAVING AND TYPE ' B' FIELD \ / LAYOUT INFO. ( TYP.) TILE j THIS AREA ( TYP.) \ / I I - ACCENT \ r / FIELD _ TI I LIMIT OF WOOD TILE '•.� LE FLOAT / (TYP) CONCRETE (TYP.) � LIMIT FINISH WALK PAVING (TYP,) ACCENT CONIC. TYPE ' B' \ / TILE WALK ( TYP.) \ of / EXP. J T. ( TYP.) PAVING I 135* ( TYP.) TYPE '13 EXP. JT. ; �� \OPEN �� " OPEN FIELD - (TYP. ) TILE I I ( TYP.) a;, ,� \ L EXP. JT. '• �1 (TYP.) O�Q• ; (TYP.) TRELLIS � ,� I COL. . .��:, ; ,�'^l\ '�' �/O'• SALT WASH TRELLIS FINISH STRUCTURE }' j . TT (TYP.) ( TYP.) SEE �' TYP. ') 0. WOOD SHT. 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OF DIMENSIONS TO FACE r•:.;.:. ::;. ;Yy. s .:. 14:::::::::1:4.::: CURB U.N.O. ...: :. � ::�t.�'yP:: ?': : ;::•, 2. TEXTURED COLORED FINISHED CONCRETE VEHICULAR PAVING �:. 'p;:.) ::::..:::.:.: ::::• ' 3: °;::::::::::::::::: TO BE STAMPED WITH 1$' X18' FLOAT SLATE PATTERN AS MANU- ��'• ENTRANCE FACTORED BY BOMAN I TE FINISH • ENTRANCE SALT WASH � '��'' • � � • � �-• SIGN WALL FINISH :DRIVE:.:._ . !�": ( TYP. ). SIGN WALL CORPORATION. COLOR AS �* (TYP. 1 SELECTED BY OWNER /ARCH. ( TYP.) (TYP,) 3-ACCENT TILE TO BE PT -2A ■ AND FIELD TILE TO BE PT -3A. REFER TO SPECIFICATIONS FOR TILE LEGEND. .5 ,5 YP J Q`` :':CURB :AN(? i TYP 3S `� UTTER.'... l o C5 -2 it }� TTK .. •• ■• ' EXP. JT ( TYP. ) JO NORTH M E D I P L E X MEDICAL BUILDING CORPORATION I i R4,666 Henningson, Durham & Richardson, Inc. O OEL MIRADOR MEDICAL PLAZA ENTRANCE PLAZA - PAVEMENTS, LAYOUT AND GRADING PLANS ro�ect Number 07253- 006- 032 ate DEC. 8, 1992 ro�ect Manager BILL PERSEF.I EL D Architectural Coordinator MELISSA KEATON Arch. Design MIKE TANGNEY tructura • STEVE PUNCH ec antca JAY WINSLOW ectrica CARLOS J I MENEZ Site Civil ESCO Landscape RONALD GREGORY ASSOCIATES raNn y FORD ca e SCALE: 1 " = 20' evasions A REVISED 1/7/93 ADDENDA N0. 6 G 4 C 1� Sheet Number C5 -1 F i I enome: Plot date /time: Plot. dote/ti 1 CD Q Q= L1J N-1. 0 0 0 0 _ o AREA 2 PROPERTY LINE on inn ■r r■ ■■ E a M1 PAT $NT/ I S I TOR AREA 3 III a inn no �RE in no a a inn INK an -man 0 a i SERVICE \ <\ T A CL RE Pik-M- Approval By 1 as10 apment 0' the Desert By.- - - - - -- Oates_ - 3 - PHASE I . Y ■. ■■ .■ ■■ ■■ ■.w.��n 0 MEN 0 WASHINGTON STREET pp A TOR I Ail Fpi/VNSIiOP G pl ilia mossommolmillillilli r 5 LEI Uj z f AREA 4 1 $ MEDICAL BUILDING CORPORATION Henningson, Durham & Richardson, Inc. RONALD GREGORY AS S O C I A T E S LAMD{CAPI AAQBI T{CIS 74.020 Alo"and o. Mfe E Poi■ Dossrf. California. < . EL P71 MEDICAL PLAZ LANDSCAPE & IRRIGATION ORIENTATION PLAN Project Number 07253- 006- 032 ate DEC. 8. 1992 Project Manager BILL PERSEFIELD Architectural Coordinator Arch. Design MEL I SSA KEATON MIKE TANGNEY tructura STEVE PUNCH JAY W I NSL OW ectrica CARL O S J 1 MENEZ site- Civil ESCO Landscape RONALD GREGORY ASSOCIATES awn y FORD a SCALE: 1" 40' evisions t 1 a c MAR 0 4 1993 r, ' G to QU1s0A HIING DEPARTMENT eet tuber L1--0 F i { ename: Plot dintP /tires- A V I