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GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, THE STANDARD PLANS OF THE CITY OF LA QUINTA, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS 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 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS 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 UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. STREET NAME SIGN AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER, TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION 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 EDITION, AND GEOTECHNICAL ENGINEERING REPORT NO. 07042-01 DATED JUNE 3. 1999 PREPARED BY EARTH SYSTEMS CONSULTANTS, TELEPHONE (760) 345-1588. 8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUC11ON AT (760) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCT. 1 TO APR. 30: MON.-FRI. 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPT. 30: MON.-FRI. 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR ON FEDERAL HOLIDAYS. 11. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27". DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 FEET DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OF FILL SLOPES. MINIMUM SWALE SLOPE = 0.507o. 12. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3 INCH A.C. OVER 4.5 INCH AGGREGATE BASE. ADDITIONAL SOIL TESTS MAY BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 13. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF CRITICAL NATURE OF SPECIAL EMMPHASIS SHALL BE IN ADDITON TO THE NORMAL REPRESENTATIVE SAMPLINGS. 18. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 20. 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 OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND THE CODE WITHIN THEIR PURVIEW. 25. IF UNDER CONTRACT WITH THE OWNER, AND PURSUANT TO BUSINESS AND PROFESSIONAL CODE SECTION 6735.1 (PROFESSIONAL ENGINEERING ACT), THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND THE CODE WITHIN HIS PURVIEW. 26. THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING DAYS WITH FINAL STREET SECTIONS AFTER SUBMITTAL OF "R VALUE" TESTS FOR ROADWAY SUBBASE. 27. THE CONTRACTOR RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILTIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CD CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE CD THEFN CITY OF LA QUINTA CONSTRUCTION PLANS STREET IMPROVEMENTS ASSESSMENT DISTRICT FOR (THIN N0. 2000 PHASE V -C* WESTWARD HO lair n-rI AI♦-- ho VICINITY MAP CQ U CTIONAL ADEQUACY OF THE FACILITIES. �9sti�ti a� 28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL TI TLE SHEET NOTES cT MILES `' MEASURES AS REQUIRED BY THE 'FUGITIVE DUST CONTROL PLAN' APPROVED O AVENUE Ln FOR THIS PROJECT. cn PLAN SHEET INDEX 13 ROUDEL LANE CITY LIMIT BASIS OF BEARINGS a DETAILS 0 14 CORTEZ LANE �.. �' PROJECT SITE BEARINGS ARE BASED ON THE CENTERLINE OF JEFFERSON STREET NORTH 00'0439" WEST `�/ t0� DUNE PALMS ROAD 15 t0 16 ROADRUNNER LANE �A\ r� QUINA � PLAZA �cq • WESTWARD HO DRIVE PER MAP OF TRACT N0. 2180 RECORDED IN BOOK 41, PAGES 37-39, RIVERSIDE COUNTY. 5 to 9 WESTWARD HO AVENUE LA DINT LA QUINTA 0 O 17 VISTA GRANDE ti, 3 � - . HIGH NOTICE TO CONTRACTORS 18 SIGNING AND STRIPINGq 10 HORSESHOE ROAD W s�HooL „k G� FIE - WESTWARD HO 11 STA DRIVE NOT TO SCALE o� 19 STORM DRAIN - WESTWARD HO A�NIU cn � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR FIESTA DRIVE BC � E�� STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF , "` 1 2 HUMMINGBIRD LANE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO J EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE �,� of L� QUINTAcn a Z CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO FPS t No, �.��� a z PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION G\� a = of OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. o 7005, cn 1-800-227-2600 03 RECOMMENDED FOR SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 A'� �� �� ��� � APPROVAL FESS u ° I ° q -� Korve La Quinta, CA 92253 SHEET NO. L IT'S THE LAW ! CALL AT LEAST TWO Q� H CD DIAL BEFORE WORKING DAYS PRIOR �p N K t �/C 8 /7 C� (760) 771-8036 (760) 771-8037 Fax X YOU DIG TO EXCAVATING y ! Korve Job No. 998168X0 STREET IMPROVEMENT PLAN RCE NO 44250 EXP 06/30/01 Engineering Korve File Name : .Phase V-C\Westward Ho\Tities\STRTTL.DWG CD �,rn co N 1 m i CHRIS A. VOGT Last Print Date 01/31/00 %' DATE a P /01 PREPARED UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION 2&.703 TITLE -SHEET � UNDERGROUND SERVICE ALERT LDATEBY MARK * SCALE AS SHOWN OF SOUTHERN CALIFORNIAAPPR DATE0F 19 SHSETS CHECKED BY: sr CIVIL �� Q 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREABEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THEER DESCRIPTION CITY 9T �v �/� ' ' 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE OF CpI\F RCE NO 2 1 EXP 12/31/01 DATE MAR 2000WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FB D-31, FILE N0. UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600Y: MJG DRAWN BY: mjg CHECKED BY: EKL ELDON K. LEE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 U11111,5, y�fi Y VICINITY MAP CQ U CTIONAL ADEQUACY OF THE FACILITIES. �9sti�ti a� 28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL TI TLE SHEET NOTES cT MILES `' MEASURES AS REQUIRED BY THE 'FUGITIVE DUST CONTROL PLAN' APPROVED O AVENUE Ln FOR THIS PROJECT. cn PLAN SHEET INDEX 13 ROUDEL LANE CITY LIMIT BASIS OF BEARINGS a DETAILS 0 14 CORTEZ LANE �.. �' PROJECT SITE BEARINGS ARE BASED ON THE CENTERLINE OF JEFFERSON STREET NORTH 00'0439" WEST `�/ t0� DUNE PALMS ROAD 15 t0 16 ROADRUNNER LANE �A\ r� QUINA � PLAZA �cq • WESTWARD HO DRIVE PER MAP OF TRACT N0. 2180 RECORDED IN BOOK 41, PAGES 37-39, RIVERSIDE COUNTY. 5 to 9 WESTWARD HO AVENUE LA DINT LA QUINTA 0 O 17 VISTA GRANDE ti, 3 � - . HIGH NOTICE TO CONTRACTORS 18 SIGNING AND STRIPINGq 10 HORSESHOE ROAD W s�HooL „k G� FIE - WESTWARD HO 11 STA DRIVE NOT TO SCALE o� 19 STORM DRAIN - WESTWARD HO A�NIU cn � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR FIESTA DRIVE BC � E�� STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF , "` 1 2 HUMMINGBIRD LANE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO J EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE �,� of L� QUINTAcn a Z CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO FPS t No, �.��� a z PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION G\� a = of OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. o 7005, cn 1-800-227-2600 03 RECOMMENDED FOR SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 A'� �� �� ��� � APPROVAL FESS u ° I ° q -� Korve La Quinta, CA 92253 SHEET NO. L IT'S THE LAW ! CALL AT LEAST TWO Q� H CD DIAL BEFORE WORKING DAYS PRIOR �p N K t �/C 8 /7 C� (760) 771-8036 (760) 771-8037 Fax X YOU DIG TO EXCAVATING y ! Korve Job No. 998168X0 STREET IMPROVEMENT PLAN RCE NO 44250 EXP 06/30/01 Engineering Korve File Name : .Phase V-C\Westward Ho\Tities\STRTTL.DWG CD �,rn co N 1 m i CHRIS A. VOGT Last Print Date 01/31/00 %' DATE a P /01 PREPARED UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION 2&.703 TITLE -SHEET � UNDERGROUND SERVICE ALERT LDATEBY MARK * SCALE AS SHOWN OF SOUTHERN CALIFORNIAAPPR DATE0F 19 SHSETS CHECKED BY: sr CIVIL �� Q 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREABEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THEER DESCRIPTION CITY 9T �v �/� ' ' 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE OF CpI\F RCE NO 2 1 EXP 12/31/01 DATE MAR 2000WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FB D-31, FILE N0. UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600Y: MJG DRAWN BY: mjg CHECKED BY: EKL ELDON K. LEE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 U11111,5, 0 0 0 CD M 6 CD 0 z m 3 O 0 1 0 LU 0 co c0 / co 0 L O L 3 co N U i Co a / 0 X c0 co 0) 0-) / cn 4- U QJ O L Q / CONSTRUCTION NOTES U1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL "A" OCONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD DRAWING NO.200 �3 CONSTRUCT 3" AC OVER 4" AB O4 CONSTRUCT 4" AC OVER 6" AB O5 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD NO. 207 CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "B" (D CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "C" O8 CONSTRUCT CROSS GUTTER & SPANDREL PER COUNTY OF RIVERSIDE STANDARD 209 AND 209A U9 REMOVE EXISTING AC PAVEMENT 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB 12 RELOCATE EXISTING POWER POLE (BY OTHERS) 13 ADJUST MANHOLE FRAME & COVER TO GRADE 14 RELOCATE CABLE TELEVISION BOX (BY OTHERS) 15 RELOCATE EXISTING FIRE HYDRANT TO A POSITION BEHIND PROPOSED CURB 16 ADJUST VALVE COVER TO MEET FINISHED GRADE RELOCATE EXISTING WATER METER BEHIND CURB PER CVDW STANDARD 17 DRAWING W-5 18 SAWCUT EXISTING AC PAVEMENT 19 COLD MILL EXISTING PAVEMENT 0.10' MIN DEPTH. 20 REMOVE EXISTING TREE OR BUSH IF NECESSARY 21 RELOCATE DECORATIVE ROCK TO A POSITION BEHIND PROPOSED CURB 22 RELOCATE ELECTRICAL BOX 23 RELOCATE AND/OR ADJUST GAS VALVE TO GRADE Q REMOVE AND RELOCATE FENCE TO A POSITION BEHIND PROPOSED CURB 25 PROTECT IN PLACE CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STANDARD PLAN NO.300 Q CONSTRUCT DRYWELL PER CITY OF RANCHO MIRAGE STANDARD NO.306 Q CONSTRUCT 0.10' MINIMUM DEPTH OVERLAY 29 RELOCATE TELEPHONE RISER (BY OTHERS) STORM DRAIN N 0 TES SD1 CONSTRUCT 18" RCP (1600-D) SD2 CONSTRUCT 24" RCP (1600-D) SD3 CONSTRUCT 48" RCP (1600-D) SD4 CONSTRUCT 48" RCP (2400-D) SD5 CONSTRUCT MANHOLE NO. 2 PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STD. MH252 SD6 CONSTRUCT OUTLET FOR STORM DRAIN PER DETAIL "D" SD7 DELETED. OSDS CONSTRUCT SAND FILTER (LEACH LINE = 24') PER CITY OF LA QUINTA STD. 370 SD9 CONSTRUCT WATERMAN F-25 DRAINAGE GATE OR APPROVED EQUAL NC CoQ o�� EX. CONC. SLOPE PROTECTION �• G�� G� Q� I co D=48" I DRAINAGE GA TE C 12" 00 #6 0 12 12» A 48" RCP d- ILI I i� SECTION A - A N. T. S. SAWCUT LINE C B 0� P OQF' 5� LEX. CONC. SLOPE PROTECTION EXIST. TOE OF SLOPE C o RECTANGULAR CHANNEL 00 A&L #6 n TYP. 8" 8„ f , � iii 6------�w—��,` €! • I VV #6 f i SECTION B -B N. T. S. NOTES. 1. THE EXISTING NORTH BANK STORM DRAINS 0 STA. 1230+50f SHALL BE CUT AND FURNISHED WITH OUTLET STRUCTURES AS SHOWN. REMOVE AND REPLACE EXISTING SLOPE PROTECTION CL SLOPE PROTECTION 0 9" co N N W W • 6X6X1OX10 WWW w #4 BAR 0 18 O.(;., 4 BAR DOWELED INTO EXISTING ao RECTA iB D D SAWCUT LINE PLAN OUTLET FOR STORM DRAIN DETAIL "D" N. T. S. VICINITY MAP SEE NOTE 1 IN Ir -,i/ -x CHANNEL BOTH WAYS. SLOPE PROTECTION 0 18 O.C., EPDXY IN PLACE. CONNECTION - EXISTING TO REM 0 VE & REPLACE SLOPE PR 0 TEC TI ON ,SECTION,C- C 1-800-227-2600 RECOMMENDED FOR APPROVAL IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! O TO EXCAVATING UNDERGROUND SERVICE ALERT DATE OF SOUTHERN CALIFORNIA DATE BY MARK APPR DATE CHECKED BY: BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER DESCRIPTION CITY LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY. MJG DRAWN BY. MJG CHECKED BY. EKL N. T. S. 20 MATCH EXISTING TOP OF SLOPE PROTECTION N CF ROADBED WIDTH 1 5" TO THIS POINT 10.5" TC PER AC PAVEMENT PLAN 31g" LIP d b d -� T FL 4 CLASS "B" CONCRETE MINIMUM 4" AB UNDER CURB & GUTTER DETAIL ,)A MODIFIED CURB & GUTTER N. T. S. w z LU j VARIES PER PLAN EXIST DRIVEWAY E) DRI VEV STREET SURFACE VARIES _ y 47 " PCC DETAIL "B" DRIVEWAY MA TCHUP N. T. S. U DETAIL "C" T ICE XISTING TOE OF SLOPE DRIVEWAY MA TCHUP N. T. S. 520-C-2500 CONCRET7O\N APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLYMATCH EXISTING CUT OFF DEPTH FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAYC`LOPE 17 DOTCFOR ENCROACHMENT PERMIT NO. 050728-2-039J I" i� V G _ APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT INCLUDE APPROVAL OF ANY STRUCTURAL SECTION D — D ITEMS, NOR APPROVAL OF ANY PORTION OF THE PROJECT AS TO ADEQUACY OF ITS INTENDED N. T , S. FUNCTION. CVWD DRAWING APPROVAL Date Ch • 11/13/00 Pro' et gi r Recommended: ' DWG. No. Di ector of Engin ring R.C.E. o. 29572 Approved: 26801 I General Manager- Chief Engineer R.C.E. No. 23078 1-10 Revision: Date: Appr: CITY cf L,' QU,INTA i IFn c, ObOS � ` SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 �( LA C RpFEss/oN Korve (760)1771-8036 92253 (760) 771-8037 Fax SHEET N0. � 2001,4p K Korve Job No. 998168X0 STREET IMPROVEMENT E NT PLAN 2 RC NO 44250 XP 06/30/01 '} EngineeringCHRIS File Name : 8168DET-10-OO.DWG Cl) m m CHRIS A. VOGT Last Print Date 11/03/00 a PREPARED UNDER SIJ9ERVISION OF DATE A SHOWN CIVIL BENCH MARK: PD -111-70 ELEVATION: 28.703 _ SCALE A S S 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, OF 19 SHEETS � ��- -a v 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST gTF0 ca��4RCE NO EXP 12/31/01 DATE NOV 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FB D-31, FILE N0. ELDON K. LEE PAGES 30 AND 41. 1 IT DI Y I BEFC LOCA UTILI 10 77 F 40 20 0 40 80 W W 4,Gi �_ / -__ _ _ -__ -__._ _ 3` ...._..____ __—._ _ _ .__._ _...,__._..... _—_.� ..._._ _.....---._._,.._._ _..._.___ ..-__._.-.,_.. _.__ --_..__.._...... ._ _.. __... .. _ _...}..._.. i I L. r `; 12 13 _ ( 14 / 11,� f ______ w _ _______. _. _ _ __-_ ___ _� 10 ` �, ., _ ; -_. , °s + ter_ 1 � � f---� 1-fi � -.�r:r fV_OQ-�-�fl2'_�W� __-f _ _ �- _ `-° � - _---_ _ . � = _ __�� -�— f -__..-.._ . _..._ _.. __ _ _ -_ -_-___ _ __._.. ,_ .z.,_� _,. � O ._ 1272.38'' o N� SAWCUT LINE �. 19 -- _ _ 1 1 s a as _ _ i 1 0 _._LO� .__.___..______._____.__ _ _ rte. s_- — / `•(0 -��✓_,'-✓-,f V- + .,-v'�.,�, ,.'Y._r-v._ f - a 1 s , f r �'. N J Sllj ...1. v/ V v. v �,_ l..\; _ 4 12 ,, ,. 4 -EXIST 11 � ✓ _ . .._ _�"t f 1 ti 2 t 7-7- ;,f I .r,.1.. �� r�-� � �� 3 } .__.� � �-__._.�_ I __._ �' �*• / �, 4 �`., �R V 1 � ��.I �..-_.�.. _ .'�.^. -_.�e_`...,_..a.r._. ._- .:.��,. �_V.1;,✓_` ...r,Jt_ ?.t� / a}r-r'�8 � _� _� YIi _! ._t`i _"...-.^._r .,{i i ._,.�_j .. �7 .r,✓1 i--If� ;-�t'-r^..'�n^.�,t.;_" ____ _..._._..i� � _�.`...k..�1_., 9. -:s _._.... � / N _. !I�?� tis %'-, \t - V _�/tii1t t ` -.,.� �Ii `�-�vt1I,+ ; - �Ii tI •E1� _� �i II �,� i�� `\ 1 ,Iii � WMETEP\ ,� I RELOC�WTER V) II�i06 + N t ANDBA KFLOWtDEVICE z N 1CURBB_CVWDf _j" II-_ Qp o 4 @ r.� , co BEHI�D 4 r1f1 Qo���.1 :17+ j f! � I 15 :L _t----- 1j, _i�Ul d {// (I 1 + p� �._ . tom.. _._._. j r` .� �.1�! _� ✓ �. � �: �r1 R/W ,..0 RAW 32' VARIES 12'-32' DUNE PALMS ROAD EXIST. 13'f E.P. I 10' 2inx — SAWCUT AND REMOVE 9 4 TYPICAL SEC770N DUNE PALMS ROAD STA77ON 10+00 TO STATION 15+00 CURVE DATA NO. A I R I L I T 1� 14'30'08" 30.00' 1 7.59' 1 3.82' CONSTRUCTION NOTES n CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD DRAWING NO.200 �4 CONSTRUCT 4" AC OVER 6" AB CONSTRUCT ONCRE DRIVEWAY APPROACH PER 5 CONCRETE D VE 0 COUNTY OF RIVERSIDE STANDARD N0. 207 REMOVE EXISTING AC PAVEMENT 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB O1 RELOCATE EXISTING POWER POLE BY OTHERS 2 14 ADJUST WATER METER OR CABLE TELEVISION BOX TO GRADE 16 ADJUST VALVE COVER TO MEET FINISH GRADE 19 COLD MILL EXISTING PAVEMENT 0.10' MIN DEPTH. 0 REMOVE EXISTING TREE OR BUSH IF NECESSARY Q REMOVE AND RELOCATE FENCE TO A POSITION BEHIND PROPOSED CURB CONSTRUCT 0.10' MINIMUM DEPTH OVERLAY CITE' or Lf, OF TA o00 54 u 1-800-227-2600 1D/i S THE LAW ! CALL AT LEAST TWO AL BEFORE WORKING DAYS PRIOR )U DIG ! TO EXCAVATING �G`iA���' UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNfA 2E EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER TION OF UNDERGROUND UTILITIES BY CONTACTING 'Y UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG C1/A��,2b �u�a �oca�i fo 21�ro� RECOMMENDED FOR APPROVAL SEAL SEAL QRp'ESS/ONS�7 w0 N K � F �� O � 2� rn O Z W 5 m a 12 31 01 * CIVIL �� qj• Q�. F OF' CA��FO APPROVED BY: DATE RCE NO 44250 EXP O6 30 O1 / / CHRIS A. VOGT 78-120 Calle Estodo, Suite 201 Kor\/e ( 0jinta, CA 92253 > Y 760 771-8036 (760 771-8037 Fax Korve Job No. 998168X0 En�neerin' Korve File Name : 8168R003REV.DWG Last Print Date 310 2000 (� SHEET NO. 3 STREET IMPROVEMENT PLAN DUNE PALMS ROAD STATION 10+00.00 TO 15+00.00 DATE PREPARE NDER SUPE SION OF DATE `--"""�� %G /�% RCE NO 23551 XP 12/31 /01 ELDON K. LEE SCALE AS SHOWN CH MARK: BENPD-111-70 ELEVATION: 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. 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I - I I- --o- , 1� I t., - __ - ._- _________.,___ __-7- _.�,____.______,__ �___ - . � ��' - L' I " - - , �, ,, , - ., , , - � L' . .1 i. � 11 , � � _1-1 I � I - � � I I I I . I �11:. : , , _�,, � . I I I ". � I . I I I I . I I I � i I � I I I I 11 11 I I I : I � 'r � I 1. I - I - ''I A, � 1. VERT: . � 1. .1 .1 � I., ... . I- I I -1 1. .1 I— ....... __ - .,-,. _ '� " "I ... ........ l�.-'�l',�,1111'��'I'll�',��,l��'.- I- , - " __ - -1 - - - 1-.1.1 11 11-11111111 I L to I � I 1 = 4 ; � 11 " -1 ... �', " I , � 1 7 b 40 20 0 40 80 p, "I'll, I I I '. , � I ____j! SCALE R/W I - " P 32 * I if�' F - w w r V) w w V) riw, -90 - 0, '00" Q P-4. Q VI , I / _/ b I IV zu z -1 22 I #%/ rg I" A, -1 EXIST. R1W -1 � . , � _ - � , � - -7- __" , ��� �� - I E - - - �7 - � I _`= SAWCUTANDREMOVE 9U 00 � TYPICAL SECTION DUNE PALMS ROAD STATION 16+50.00 TO STA77ON 22+1760 IT'S THE LAW ! � CALL AT LEAST TWO DIAL BEFORE I WORKING DAYS PRIOR YOU. DIG 1 TO EXCAVATING �� I ' I %NAL�� UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260C 1 I CURVE DATA, NO. A I R I L I T _ __ I - 0 1 89 '48'55 - 1 35. 00' 1 54.8 7' 1 34.89' 1 . I CONSTRUCTION NOTES I - @CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD DRA KING NO.200 (@ CONSTRUCT 4" AC OVER 6" AB I 0 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD NO. 207 @ RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB (D RELOCATE EXISTING SIGN TO A POS17ION BEHIND PROPOSED CURB @ RELOCATE EXISTING POWER POLE (BY OTHERS) 0 ADJUST VALVE COVER TO MEET FINISHED GRADE @ RELOCATE EXIS77NG WATER METER @ COLD MILL EXISTING PAVEMENT 0.10'MIN DEPTH. 0 REMOVE EXISTING TREE OR BUSH IF NECESSARY @ REMOVE AND RELOCATE FENCE TO A POS177ON BEHIND @ CONSTRUCT 0.10'MINIMUM DEPTH OVERLAY PROPOSED CURB @ REMOVE EXISTING WALL pl-Ir- c�e .- %.- C-h'4w,p CusR tc, �-j,, f,� tl'ht., � APPROVAL SEAL � � SEAL I ,,0fESS/% X1_ K �1 () -k- 1( 0 co 0 - - z 0 . 23551 - Irn M Ul Xp. 1 oi- ;v 0� * * d� , CIVIL If", �0 OF CA APPROVED BY- DATE ;�_,_'�'__ Z449. tol Z� - #1 91 6/30/01 CHRIS A. VOGT � 78-120 Calle Estado, Suite 201 . r-" Korve La Quinta, CA 92253 1, '. 7 (760) 771-8036 1 (760) 771-8037 Fox Korve Job No. : 998168XO E\A Engineering Korve File Name : 8168RO04REV.DWG Last Print Date : 01/31/00 _ .'_,___ Avwwp� C" VJMLA 0=& COVA , SHEET NO. 4 - � STREET IMPROVEMENT PLAN DUNE PALMS ROAD STA. 16+50.00 TO STA. 22+17.60 I e 1 � l I - DATE PREPAR=ON OF DATE /0 72�� 2 d SCALE AS SHOWN BENCH MARK: 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FB D-31, PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 I OF 19 SHEETS DATE . BY MARK APPIR JDATE . CHECKED BY: ENGINEER DESCRIPTION CITY - . - RCE NO 2356i --"EXP 12/31/01 I ELDON K. LEE DATE: MAR 2000 FILE NO. DATE I . DESIGNED BY: MJG DRAWN BY* VG -,--- I & OCT 2 0 2000 M � / A B Y.. � � ,� . � , . I I - I I CD 0 0 0i M N m CD Q 3 a 0 0 CE OD / (10 0 / 0 L CU 3 U] C 3z U cn a / 0 X OD c mo / U 0 a .� 40 20 0 40 80 SCALE CURVE DA TA NO. 'A R L T (D 894855" 35.00' 54.87' 34.89' 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING O/ 014 5p", UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY. MJG 7U 7I 1L I1) 1y- 1j iU DUNE PALMS RD. SEE SHEET 4 RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY: DESCRIPTION CITY DATE DRAWN BY: MJG CHECKED BY: EKL WESTWARD HO DRIVE SEAL SEAL ,,?,o ESS i ON,9 K F y� c 1 m W E 1 01 CIVIL qrF OF CAL\FO� O O O + (0 (0 Lij v7 w LLj z LSI J V) U �Q R/W RIW I� SAW—CUT ASPHALT—" -N PROP. 8"0 VCP TYPICAL SECTION WESTWARD NO DRIVE STATION 10+00 TO STATION 16+00 �-- EXISTING GAS STING WATER CONSTRUCTION NOTES O2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD DRAWING NO.200 O4 CONSTRUCT 4" AC OVER 6" AB �9 REMOVE EXISTING AC PAVEMENT 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB 16 ADJUST VALVE COVER TO MEET FINISHED GRADE Q PROTECT IN PLACE ® CONSTRUCT DRYWELL PER CITY OF RANCHO MIRAGE STD. NO.306 CITYofI 1CAS "x�����1 APPROVED BY: DATE 78-120 Calle Estado, Suite 201 CITY of L1 ICS/ TA CA La Guinta, CA 92253 Korve (760) 771-8036 (760) 771-8037 Fax STREET IMPROVEMENT f L/'11,N %j l7 0D Q •fin Korve Job No. 998168X0 RCE NO 44250 EXP 06/30/01 E�I���irll 1 Korve File Name : 8168R005.DWG CHRIS A. VOGT Last Print Date 3/10/2000 PREPARED UNDER SU ERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION: 28.703 WES ARL HO DRIVE SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 10+00.00 TO 16+00.0® RCE NO 23861' XP 12/31 /01 DATE: MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. SHEET N0. 5 OF 19 SHEETS FI LE N 0. CD 0 0 Ln 66 Q c - CD cp3 CD 0 Fr 00 ro 0 c - CD L 3 4! Co CD i cn ch i 0 x co co rn i U) U 0 C_ a if W Ld V7 LLJ W V) I O O O c0 Q F— V Lij z U F— Q 1-800-227-2600 ITS THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! O TO EXCAVATING UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA I i BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-26001 DESIGNED BY: MJG DESCRIPTION DRAWN BY: MJG RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY: CITY DATE CHECKED BY: EKL SEAL KUAUKUNNLK LANL SEE SH T. 16 CURVE DA TA NO. A R L T Q 90'16'24" 25.00' 39.39' 25.12 02 894336" 25.00' 39.15 24.88' SEAL 9 OFESSi% � W� o. 51 m W 2 01 ;v a CIVIL qTF OF CA-VI0/ LINE TABLE NO. BEARING L 1� N1 *3322"W 19.61' 20 N120'17"E 20.01' 33' 33' o 'v .S c � o $ � U o SAW CUT v \ASPHAL T EXIST. ST. PAVEMENT PROP. 8"0 VCPJ EXISTING GAS EXISTING WATER TYPICAL SECTIONS WESTWARD HO DRIVE STATION 16+00 TO STATION 25+00 APPROVED BY: DATE 78-120 Calle Estado, Suite 201 ( j OF LA QUI TA CA La Quinta, CA 92253 Korve (760) 771-8036 (760) 771-8037 Fax C Last Print Date 3/10/ 3/10/200000 Korve Job No. 998168XO STREET IMPROVEMENT P LAN RCE NO 4425 EXP 06/30/01 Engineering Korve File Name : 0 CHRIS A. VOGT PREPAR UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION: 28.703 WESTWARD �C DRIVE SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 16+00.0® TO 25+00.00 RCE NO 2 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, DATE: MAR 2000 ELDON K. LEE PAGES 30 AND 41. + von;! SHEET N0. 6 OF 19 SHEETS FILE NO. CONSTRUCTION NOTES TYPE A-6 CURB PER COUNTY OF RIVERSIDE oCONSTRUCT STANDARD DRAWING NO.200 D O4 CONSTRUCT 4" AC OVER 6" AB f - CONSTRUCT CONCRETE DRIVEWAY APPROACH PER O COUNTY OF RIVERSIDE STANDARD NO. 207 ~ �9 REMOVE EXISTING AC PAVEMENT n (A 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB Li W 7 W J 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB L 16 ADJUST VALVE COVER TO MEET FINISHED GRADE Q PROTECT IN PLACE 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 33' 33' o 'v .S c � o $ � U o SAW CUT v \ASPHAL T EXIST. ST. PAVEMENT PROP. 8"0 VCPJ EXISTING GAS EXISTING WATER TYPICAL SECTIONS WESTWARD HO DRIVE STATION 16+00 TO STATION 25+00 APPROVED BY: DATE 78-120 Calle Estado, Suite 201 ( j OF LA QUI TA CA La Quinta, CA 92253 Korve (760) 771-8036 (760) 771-8037 Fax C Last Print Date 3/10/ 3/10/200000 Korve Job No. 998168XO STREET IMPROVEMENT P LAN RCE NO 4425 EXP 06/30/01 Engineering Korve File Name : 0 CHRIS A. VOGT PREPAR UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION: 28.703 WESTWARD �C DRIVE SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 16+00.0® TO 25+00.00 RCE NO 2 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, DATE: MAR 2000 ELDON K. LEE PAGES 30 AND 41. + von;! SHEET N0. 6 OF 19 SHEETS FILE NO. O O 0 N M f` r CD m Q C O 3 O O CD 00 D (D 0 c- c- (0 - LCO 3 cn v N 0- i O X CD Ol U 0 c- a .11 X H W W V) W i V) 40 20 0 40 80 p �.s Q SCALE o LO N Q F— Ld Z J U F - Q 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! Q TO EXCAVATING UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY: DESCRIPTION CITY DATE DRAWN BY: MJG CHECKED BY: EKL '7AS ►Yf i(:AL SLL►IUN ,„.., ...,.�.. WESTWARD HO DRIVE STATION 25+00 TO STATION 34+00 SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 CITY OF LA OUINTA, CA SHEET NO. La I? OFES%4, �17 �� � Korve (760)771-8 36 nta, CA 2253 (760) 771-8037 Fox o K C/�- Korve Job No. 998168XO STREET IMPROVEMENT PLAN � ti RCE NO 44250 3/10/ XP 06/30/01 Engineering Korve File Name : 3/10/ 0 Last Print Date 200000 WESTWARD � ��� �® N W � m m CHRIS A. VOGTDRIVE U1 Xp. 1/01 � PREPARED UNDER LSE -RR VISION OF DATE BENCH MARK: PD -111-70 ELEVATION: 28.703 SCALE AS SHOWN OF 19 SHEETS * * 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREA s� CIVIL ��-16—�' 25+00.00 TO 34+00.00 q 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST FILE N0. lF OF CAO �`RCE NO 2 EXP 12/31 /01WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE DATE: MAR 2000 PAGES 30 AND 41. O 0 O N co O CU CO Q 0 3 O O co CD ti co 0 L 0 L 3 CD r U i co ro a i O X OD co m CD i L Q l NO. .:_ LA ! . R L O 01 90'17'00" 35.00' 55.15' : 02 90'00'00" 35.00' 54.98' COUNTY OF RIVERSIDE STANDARD NO. 207 O 0O +� QW F -W U7 V) WW Z Ljj J (n Z F- 40 20 0 40 80 :2 SCALE 1-800-227-2600 IT'S THE LAW!WORKING DAYS CALL AT LEAST TWO YOU DIG ! TO EXCAVATING DIAL BEFOREG UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-26001 DESIGNED BY. MJG R/W 33' I� SAW CUT \ ASPHALT T- p JEFFERSON STREET WESTWARD HO DRIVE Q 33' vic _ STATION 34+00.00 TO STATION 36+54.66 EXISTING GAS WATER TYPICAL SECTION WESTWARD HO DRIVE rrcur. 0 w VurJ V„,� , ING GAS L EXISTING WATER STATION 36+54.66 TO STATION 42+00.00 RECOMMENDED FOR SEAL SEAL APPROVED BY: DATE APPROVAL Q�pFESS�p�9 6\1K (7 od �w O < tic" RCE NO 44250 P 06/30/01 CHRIS A. VOGT Ld rn w31rn PREPARED UNDER SUPERVISION OF DATE DATE APPR DATE CIVIL CHECKED BY. DESCRIPTION CITY DATE F OF, CA��F RCE NO 235 EXP 12/31/01 DRAWN BY: MJG CHECKED BY: EKL ELDON K. LEE COCA .:_ LA ! . CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE � O STANDARD DRAWING NO.200 O Q4 CONSTRUCT 4" AC OVER 6" AB +CONSTRUCT Korve Job No. Korve File Name : CONCRETE DRIVEWAY APPROACH PER dN- O COUNTY OF RIVERSIDE STANDARD NO. 207 ~ W 8 CONSTRUCT CROSS GUTTER & SPANDREL PER W PD -111-70 COUNTY OF RIVERSIDE STANDARD 209 AND 209A � V) SHOWN REMOVE EXISTING AC PAVEMENT W AT JACKSON STREET, INDIO AREA, � 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB A CHISELED SQUARE ON THE NORTHEAST U F- 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB �C PAGES 30 AND 41. 12 RELOCATE EXISTING POWER POLE (BY OTHERS) 0 REMOVE EXISTING TREE OR BUSH IF NECESSARY 3 CONSTRUCT CROSS GUTTER WITH SPLASH AREA PER RIVERSIDE COUNTY STD DWG 210 34 REMOVE EXISTING CONCRETE CROSS GUTTER CITY .:_ LA ! . 78-120 Calle Estado, Suite 201 � Korve La Quinta, CA 92253 (760) 771-8036 (760) 771-8037 Fax Engineering Korve Job No. Korve File Name : 998168XO 8168R008.DWG Last Print Date 3/10/2000 BENCH MARK: PD -111-70 ELEVATION: 28.703 SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FB D-31, DATE: MAR 2000 PAGES 30 AND 41. CITY .:_ LA ! . ol WESTWARD HD DRIVE OF 19 SHEETS 34+00.00 TO 42+00.00 FILE NO. CD 0 0 cU M_ m CU co Q 0 3 0 0 cr 00 O c - i 0 3 -N cn CL) U cn coi 0 X co cC co i co U a� 0 L a i 42 00 w Ld 07 w 07 O N d- 4 U7 W Z 2 U I— a 43 44 45 46 47 48 49 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING 'IQAUS� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260C WESTWARD HO DRIVE CONSTRUCTION NOTES OCONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD DRAWING NO.200 O4 CONSTRUCT 4" AC OVER 6" AB APPROVED BY: DATE RCE NO 4425 EXP 06/30/01 CHRIS A. VOGT CONSTRUCT CONCRETE DRIVEWAY APPROACH PER O5 COUNTY OF RIVERSIDE STANDARD NO. 207 �9 REMOVE EXISTING AC PAVEMENT 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB �O REMOVE EXISTING TREE OR BUSH IF NECESSARY OCONSTRUCT 26 CATCH BASIN PER RIVERSIDE COUNTY STANDARD DRAWING NO.300 R/W 33' R/W _ 33' _ 0 0 0'� v �0 18• 0 051 U U 24' I I I I T. U `l`J\EXISPAVEMENT PROP. 8"0 VCP EXISTING GAS EXISTING WATER TYPICAL SECTION WESTWARD HO DRIVE STATION 48+39.66 TO STATION 47+53.00 ih .• a i i 4. RECOMMENDED FOR APPROVAL SEAL SEAL eRpFESS/ON9 w O { ti� _� '' 0 M " 31 01 ; `rj CIVIL �� qTF pQ� OF Cp' APPROVED BY: DATE RCE NO 4425 EXP 06/30/01 CHRIS A. VOGT 78-120 Calle Estado, Suite 201CITY �OI V e (760)La 1 ta, 03692253 (760) 771-8037 Fax Korve Job No. 998168XO Engineering Korve File Name . 8168R009.DWG Last Print Date 3/10/2000 �� �� � � ��� �� SHEET NO. g STREET IMPROVEMENT PLAN WESTWARDICJ ®RIVE �'2'E®x•00 TO 49+77.27 DATE PREPARED DER SUPE VISION OF DATE (� / 1l ��(•'t'a RCE NO 23551 P 12/31/01 ELDON K. LEE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703OF 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREA 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41. 19 SHEETS DATE BY MARK APPR DATE CHECKED BY: ENGINEER DESCRIPTION CITY DATE: MAR 2000 FILE N O. DATE DESIGNED BY: MJG DRAWN BY. MJG CHECKED BY. EKL 0 0 N In CU 0 0 CD m 0 rr 0 co co / 0 L O L T) 3 co CD/ c CD co 0 r_ - (D Lo co m C 3 L �I �I CD a. CD / a z H �I Q, 1-800-227-2600 IT'S THE LAW 1CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! O TO EXCAVATING MOAUF UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF 6 R U lZuPECA. a T PCL T 1 1 90 00'15" 25.00' 39.27' 25.00' 2 1 89'59'45" 25.00' 39.27' 25.00' 3 25'57'00" 500.00' 226.46' 115.20' 4 25'57'00" 486.00' 218.24' 111.98' 5 25'57'00" 514.00' 232.80' 118.43' DATE BY MARK 26.12' APPR DATE ENGINEER DESCRIPTION CITY UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG DRAWN BY: MJG CHECKED BY: EKL LEVn VARIES -0.21' 3 4 °^ 1 VARIES VARIES —0.16' 10 TO 14 5 TO 11 TO -0.92' I TYPICAL SECTION HORSESHOE ROAD STATION 10+00 TO STATION 19+81.06 RECOMMENDED FOR SEAL SEAL APPROVAL QROFESS/ON N K 9t F ' 2� 23551 m DATE 2/311701 � CHECKED BY: `r�QT CIVIL DATE F OF CCO) NO. R L T 1 1 90 00'15" 25.00' 39.27' 25.00' 2 1 89'59'45" 25.00' 39.27' 25.00' 3 25'57'00" 500.00' 226.46' 115.20' 4 25'57'00" 486.00' 218.24' 111.98' 5 25'57'00" 514.00' 232.80' 118.43' 6 14 40'29" 102.00' 26.12' 13.13' = 209'19'50" 31.00' 113.27' 118.47' LI NL UA I A NO. DIRECTION DISTANCE _F17 N49'2759"W 50.00' 2 N78'4857"W 50.00' APPROVED BY: DATE /fir Q 78-120 cane Estado, site 201 C� �� LA 0� A (,;A Korve La Quinta, CA 92253 SHEET NO. !� 2� p� (760) 771-8036 (760) 771-8037 Fax Korve Job No. 998168X0 STREET IMPROVEMENT P LAN 10 CE NO 4425 EXP 06/310/01 ___ Engineering Korve File Name : 8168R010rev.DWG CHRIS A. VOGT Last Print Date 3/10/2000 PREPARED UN RVISION OF DATE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 HORSESHOE ROA® 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INNO AREA, OF 19 SHEETS 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 10+00.00 TO 19+81.06 RCE NO 23551 EXP 12/31/01 DATE: MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, FILE NO. ELDON K. LEE PAGES 30 AND 41. CIONSTRUCTION NOTES �1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL "A" �3 CONSTRUCT 3" AC OVER 4.5" CAB O CONSTRUCT 4"PCC CONCRETE DRIVEWAY PER DETAIL "B" O CONSTRUCT 4"PCC CONCRETE DRIVEWAY PER DETAIL "C" 0 REMOVE EXISTING AC PAVEMENT 10 RELOCA 'E EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB 12 RELOCA7 EXISTING POWER POLE (BY OTHERS) 14 o RELOCA T CABLE TELEVISION BOX (BY OTHERS) 2�0 REMOVE EXIS77NG TREE OR BUSH IF NECESSARY 21 REL OCA DECORATIVE ROCK TO A POSITION BEHIND PROPOS D CURB RELOCA ELECTRICAL BOX (BY OTHERS) 2�5 PROTEC IN PLACE 29 RELOCATE TELEPHONE RISER (BY OTHERS) 33 REMOVE XISTING WALL 34 REMOVE EXISTING CONCRETE CROSS GUTTER 35 CONSTR CT 2" AC TO MATCH EXISTING CAR PATH GRADE 38 CONSTRL CT CROSS GUTTER (MODIFIED WIDTH = 6 FEET) PER COUNTY OF RIVERSIl)F STANIIIARn qnA ANn 9nQA 2090 B Y: __�_. CD 0 0 CU rn LD &i cv CD Q m Q 0 m 3 0 00 OD / 0 L 0 M U) U L / ca 0 X 00 M a) / co U U 0 c - Cl_ / CURVE DATA NO. A R L T Q 89 5945" 25.00' 39.27' 25.00' �2 90 00'15" 25.00' 39.27' 25.00' Q 90 00'00" 25.00' 39.27' 25.00' ® 90 00'00" 25.00' 39.27' 25.00' © 2257'16" 500.00' 200.32' 101.52' © 22-57'16" 514.00' 205.92' 104.36' © 22-57'16" 486.00' 194.71' 98.68' 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING CA Ui UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260C z 25• ..• FIESTA DRI VE STATION 10+00 TO STATION 19+00 FIESTA DRIVE i / ry 0 1 ^ �/ ', SyFF O �� �2 NF ��Aplw 40 20 0 40 80 SCALE: 1 "= 40' RECOMMENDED FOR APPROVAL SEAL SEAL Q�pFESS/04, �� pN K. � F �.t — w No - 51 m a 01 * s �� 11h CIVIL F OF CA0 APPROVED BY: DATE �-- � � I7 Uv RCE NO 44250 6P 06/30/01 CHRIS A. VOGT `, 78-120 Calle Estado, Suite 201 Korve (760)'nta771-8036 2253 (760) 771-8037 Fax Korve Job No. 998168XO �+ Engineering Korve File Name : 8168ROlO.DWG Last Print Date 3/10/2000 t (1 A, GA T1Y �A QV CITY SHEET N0. 1 1 60 ,co ryo X DATE PREPARED UNDER PERVISION OF DATE ' 6 F _ q , OF 19 SHEETS DATE BY MARK APPR DATE CHECKED 13Y- ENGINEER DESCRIPTION CITY DATE: MAR 2000 FILE N0. RCE NO 2 1 EXP 12/31/01 ELDON K. LEE :1 Y oO�v 40 20 0 40 80 SCALE: 1 "= 40' RECOMMENDED FOR APPROVAL SEAL SEAL Q�pFESS/04, �� pN K. � F �.t — w No - 51 m a 01 * s �� 11h CIVIL F OF CA0 APPROVED BY: DATE �-- � � I7 Uv RCE NO 44250 6P 06/30/01 CHRIS A. VOGT `, 78-120 Calle Estado, Suite 201 Korve (760)'nta771-8036 2253 (760) 771-8037 Fax Korve Job No. 998168XO �+ Engineering Korve File Name : 8168ROlO.DWG Last Print Date 3/10/2000 t (1 A, GA T1Y �A QV CITY SHEET N0. 1 1 STREET IMPROVEMENT PLAN FIESTA DRIVE 1 U-F®�.�0 TO 'I 9�-UO.Ci� DATE PREPARED UNDER PERVISION OF DATE ' SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41. OF 19 SHEETS DATE BY MARK APPR DATE CHECKED 13Y- ENGINEER DESCRIPTION CITY DATE: MAR 2000 FILE N0. RCE NO 2 1 EXP 12/31/01 ELDON K. LEE DATE DESIGNED BY: MJG DRAWN BY: MJG CHECKED BY- EKL CD 0 0 CU 00 M 73 Q c - CD 3 0 FF -C3 Co 0 0 z L ca3 cn co a 0 x m rn 0-) i CD4- U c- CD - WE 0 0 O +� W W U7 V) 25' FIESTA DRIVE STATION 19+00.00 TO STATION 24+42.38 1-800-227-2600 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG I O TO EXCAVATING UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260 DATE ( BY -L MARK ENGINEER DESIGNED BY: MJG DESCRIPTION DRAWN BY: MJG FIESTA DRIVE CURVE DA TA HUMMINGBIRD LANE NO. 16 R L T 1 90'00'00" 25.00' 39.27' 25.00' (2> 90 00'00" 25.00' 39.27' 25.00' 2234'25" 102.00' 40.19' 20.36' 4 43 194'52'52" 26.00' 88.43' 199.09' 5 07'41 '33" 96.00' 12.89' 6.45' CURVE DATA FIESTA DRIVE NO. NO A R L T 1 22-5655- 500.00' 200.26' 101.49' RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY.- CITY Y:CITY DATE CHECKED BY: EKL CONSTRUCTION NOTES M�1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL "A" O3 CONSTRUCT 3" AC OVER 4.5" CAB O CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "B" !r I(7 CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "C" OCONSTRUCT CROSS GUTTER & SPANDREL PER 8 COUNTY OF RIVERSIDE STANDARD 209 AND 209A 9 REMOVE EXISTING AC PAVEMENT 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB__ 13 ADJUST MANHOLE FRAME & COVER TO GRADE 14 RELOCATE CABLE TELEVISION BOX (BY OTHERS) RELOCATE EXISTING WATER METER BEHIND CURB PER 17 CVDW STANDARD DRAWING W-5 18 SAINCUT EXISTING AC PAVEMENT ' 19 COLD MILL EXISTING PAVEMENT 0.10' MIN DEPTH. Q REMOVE EXISTING TREE OR BUSH IF NECESSARY 21 RELOCATE DECORATIVE ROCK TO A POSITION BEHIND PROPOSED CURB © RELOCATE ELECTRICAL BOX (BY OTHERS) JEFFERSON STREET 0 PROTECT IN PLACE 68) CONSTRUCT 0.10' MINIMUM DEPTH OVERLAY LINE DATA 30 FIESTA DRIVE CONSTRUCT CURB TRANSITION PER COUNTY OF RIVERSIDE STD DWG 211 No BEARING DISTANCE 1 N87'03'08"E 20.02' 2 N87'13'22"W 20.02' 40 20 I 40 :f SCALE SEAL SEAL FESS/04/� h 3 tT1 m � ,123101 M * Jt CIVIL qTF OF- CAMEO/ 36 REMOVE AND REPLACE 4" CONC. SDWK TO MATCH EXISTING SDWK GRADE 3� REMOVE EXISTING PLANTER 38 CONSTRUCT CROSS GUTTER (MODIFIED WIDTH = 6 FEET) PER COUNTY OF RIVERSIDE STANDARD 209 AND 209 A APPROVED BY: DATE RCE NO 44250 XP 06/30/01 CHRIS A. VOGT, PREPARE UNDER S ERVISION OF DATE RCE NO 23551 EXP 12/31/01 ELDON K. LEE HUMMINGBIRD LANE l_ s - 59 zs } poUS�o VARIES cp 5' ' I TYPICAL SECTION HUMMINGBIRD LANE STATION 10+00.00 TO STATION 11+85.00 07--� LA Ouiw&CA SHEET NO. STREET IMPROVEMENT PLAN 12 1 J 19+00.00 TO 25+29.34, OF 19 SHEETS -7 1 FILE N0. 11+00.00 TO 11+85.00 78-120 Calle Estado, Suite 201 KOr"e La Quints, CA 92253 j �/ (760) 771-8036 (760) 771-8037 Fax E1 aineel 'n Korve Job No. Korve File Name : 998168X0 8168R012.DWG 1 Last Print Date 3/10/2000 SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST DATE: MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41. VARIES cp 5' ' I TYPICAL SECTION HUMMINGBIRD LANE STATION 10+00.00 TO STATION 11+85.00 07--� LA Ouiw&CA SHEET NO. STREET IMPROVEMENT PLAN 12 1 J 19+00.00 TO 25+29.34, OF 19 SHEETS -7 1 FILE N0. 11+00.00 TO 11+85.00 0 0 cu m Q 0 3 M O co co / CD L 0 L fL7 4-) / a� cn cucl / 0 X / cn a� 0 c- a / ME EXIST. AC TYPICAL SECTION ROUDEL LANE STATION 10+00 TO STATION 16+06.29 LINE DATA NO. DIRECTION DISTANCE i N15 3725"E 21.88' 2 S7i 59'50"W 77.35' CURVE DATA NO. A R L T 01 97'16'47" 42.00' 71.31' 47.71 02 123'3734" 51.00' 110.04' 95.71' 03 15-4325" 111.00' 1 30.46' 1 15.33' ® 95'43'13" 50.00' 1 83.53' 1 55.26' 1-800-227-2600 ITS THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING ocAL��. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260 DESIGNED BY: MJG DRAWN BY: MJG CHECKED BY: EKL CONSTRUCT CURB AND GUTTER TYPE A-6 O CONSTRUCT 3" AC OVER 4.5" CAB O CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "B" P�A 0 REMOVE EXISTING AC PAVEMENT 16 ADJUST VALVE COVER TO MEET FINISH GRADE ©5 PROTECT IN PLACE 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 31 REMOVE EXISTING CONCRETE CURB AND GUTTER CORTEZ LANE SEE SHT 14 ROUDEL La. RECOMMENDED FOR APPROVAL SEAL SEAL ESS / APPROVED BY: DATE �( r o Ve 78-120 Calle Estado, Suite 201 into, CA 92253 (a Q�pF 0�9 DATE BY MARK 760 771-8036 (760 771-8037 Fax 0) ) APPR DATE ENGINEER DESCRIPTION CIT' DESIGNED BY: MJG DRAWN BY: MJG CHECKED BY: EKL CONSTRUCT CURB AND GUTTER TYPE A-6 O CONSTRUCT 3" AC OVER 4.5" CAB O CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "B" P�A 0 REMOVE EXISTING AC PAVEMENT 16 ADJUST VALVE COVER TO MEET FINISH GRADE ©5 PROTECT IN PLACE 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 31 REMOVE EXISTING CONCRETE CURB AND GUTTER CORTEZ LANE SEE SHT 14 ROUDEL La. RECOMMENDED FOR APPROVAL SEAL SEAL ESS / APPROVED BY: DATE �( r o Ve 78-120 Calle Estado, Suite 201 into, CA 92253 (a Q�pF 0�9 1 1 760 771-8036 (760 771-8037 Fax 0) ) K ti� `� Engineering Korve Job No. 998168XO Korve File Name : 8168ROl3.DWG RCE NO 44250 EXP 06 30 O1 / / 7- CHRIS A. VOGT Last Print Date 3/10/2000 UJ No. 551 rn w 1701 � DATE PREPARED UNDER SUPERVISION OF DATE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 * sTgT CIVIL 1.0 MILE SOUTH OF 1.75 MILES WEST ON STATE HWY 111 AT JACKSON STREET, INDIO AREA, AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST CHECKED BY: RCE NO 23551"EXP 12/31/01 FDF cPA, DATE: MAR 2000 WING WALL OF CANALBRIDGE. IN SECTION 27, T5S—R7E, FB D-31, DATE ELDON K. LEE I PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 STREET IMPROVEMENT PLAN ROUDIEEL LANE 10+00.00 TO 16+06.29 SHEET N0. 13 OF 19 SHEETS FILE NO. 0 0 0 0 66 66 Q, Q 77 m 3 0 CD 00 ro0 L 0 L cn U co a i 0 X OD c9 CDL CD_ i .11 Mro� 7+00 10+00 11+00 12+00 U 13+00 14+00 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG DESCRIPTION DRAWN BY: MJG L4J I N89 54"32""E 99.63" 5 N76 39'19"E 50.00' 35-47'41" 6 N76'50'15"W 50.00' 7 I N7159'50"E 77.35' ® I N54'21 '22 "E 68.85' RECOMMENDED FOR SEAL SEAL APPROVAL O Q'j'pF E IC / ONS F 5 (99 rrnn DATE 01 * APPR DATE CHECKED BY: `rte CIVIL CITY DATE qTF OF CAUFp¢ CHECKED BY: EKL CONSTRUCTION NOTES �1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL �2 CONSTRUCT CURB AND GUTTER TYPE A-6 (3 CONSTRUCT 3" AC OVER 4" AB �6 CONSTRUCT 4"PCC CONCRETE DRIVEWAY PER DETAIL "B" �9 REMOVE EXISTING AC PAVEMENT 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB 15 RELOCATE EXISTING FIRE HYDRANT TO A POSITION BEHIND PROPOSED CURB 16 ADJUST VALVE COVER TO MEET FINISHED GRADE RELOCATE EXISTING WATER METER BEHIND PROPOSED CURB PER 17 CVDW STANDARD DRAWING W-5 REMOVE EXISTING TREE OR BUSH IF NECESSARY Q PROTECT IN PLACE QCONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STANDARD DRAWING ,300. CURB OPENING = "W" SHOWN ON PLAN 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 31 REMOVE EXISTING CONCRETE CURB AND GUTTER 38 CONSTRUCT CROSS GUTTER (MODIFIED WIDTH = 6 FEET) PER COUNTY OF RIVERSIDE STANDARD 209 AND 209 A R/W I GRADE TO MEET _ EXIST GRADE- (2.- RADE(2. 1) MAX TYP TYPICAL SECTION COR TEZ LANE» r cam. � t. t STATION 6+28.52 TO STA TION 10+ 00 VARIES 30' TO 45' _ _ VARIES '30' TO 45' 6' VARIES 14' TO 33' I VARIES 14' TO 33' VARIES 12.5' TO 31.5' VARIES 12.5' TO 31.5OR VARIES' 4' SEE PLAN) EXIc __. I PST 2$ APPROVED BY: '43-05'00" 96.00' 72.19' 37.90' Q 35-47'41" 286.00' 178.67' 92.36' 11 2150'44" 126.00' 47.28' 23.93' 0 58-31'48" 40.00' 40.86' 22.41 ' © 95-43 13" 50.00' 83.53' 55.26' RECOMMENDED FOR SEAL SEAL APPROVAL O Q'j'pF E IC / ONS F 5 (99 rrnn DATE 01 * APPR DATE CHECKED BY: `rte CIVIL CITY DATE qTF OF CAUFp¢ CHECKED BY: EKL CONSTRUCTION NOTES �1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL �2 CONSTRUCT CURB AND GUTTER TYPE A-6 (3 CONSTRUCT 3" AC OVER 4" AB �6 CONSTRUCT 4"PCC CONCRETE DRIVEWAY PER DETAIL "B" �9 REMOVE EXISTING AC PAVEMENT 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB 15 RELOCATE EXISTING FIRE HYDRANT TO A POSITION BEHIND PROPOSED CURB 16 ADJUST VALVE COVER TO MEET FINISHED GRADE RELOCATE EXISTING WATER METER BEHIND PROPOSED CURB PER 17 CVDW STANDARD DRAWING W-5 REMOVE EXISTING TREE OR BUSH IF NECESSARY Q PROTECT IN PLACE QCONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STANDARD DRAWING ,300. CURB OPENING = "W" SHOWN ON PLAN 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 31 REMOVE EXISTING CONCRETE CURB AND GUTTER 38 CONSTRUCT CROSS GUTTER (MODIFIED WIDTH = 6 FEET) PER COUNTY OF RIVERSIDE STANDARD 209 AND 209 A R/W I GRADE TO MEET _ EXIST GRADE- (2.- RADE(2. 1) MAX TYP TYPICAL SECTION COR TEZ LANE» r cam. � t. t STATION 6+28.52 TO STA TION 10+ 00 VARIES 30' TO 45' _ _ VARIES '30' TO 45' 6' VARIES 14' TO 33' I VARIES 14' TO 33' VARIES 12.5' TO 31.5' VARIES 12.5' TO 31.5OR VARIES' 4' SEE PLAN) EXIc __. I PST 2$ APPROVED BY: DATE 78-120 Calle Estado, Suite 201 r] Korve 77, CA 92253 I Z m Y (7 0) (760) 771-8036 (760) 771-8037 Fax i�e -1(7/d0 Engineering Korve Job No. X0 Korve File Name : 8168RO8168R014.DWG RCE NO 44250 EXP 06 30 01 / / e� CHRIS A. VOGT Last Print Date 3/10/2000 PREPARED NDER SUP VISION OF DATE SCALE AS SHOWN BENCHMARK: PD -111-70 ELEVATION 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, �� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE NO 2355 EXP 12/31/01 DATE MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 2% VARIES� _ VARIES — 15' TO 25_ 6' TO I TYPICAL SECTION GRADE TO MEET EXIST GRADE COR TEZ LANE (2.1) MAX TYP STATION 10+00 TO STATION 11+75 CrTY OF LA OUINTA, CA SHEET NO. STREET IMPROVEMENT PLAN 14 CORTEZ LANE OF 19 SHEETS 10+00.00 TO 11+75.00 FI LE N 0. _,.V Vv "UNX1191 U Ulu" . . 0 0 LD CD 73 Q c_- 0 O 3 LO 0 cr M co roO L 0 C -- co co CD co a 0 x co rn co U a� 0 L a i M n. v. rn r�muv TYPICAL SECTION ROADRUNNER LANE STATION 10+00 TO STATION 19+00 1-800-227-2600 IT'S THE LAW! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING O/ OAL� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260 DATE I BY I MARK ENGINEER DESIGNED BY. MJG FIESTA DRIVE TRACT 2 1 �J SEE SHEET NO. 6 IM'. r., 4 1/3- 7-0-0 ROADRUNNER LANE DESCRIPTION DRAWN BY: VG RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY.- CITY Y:CITY DATE CHECKED BY. EKL SEAL HORSESHOE ROAD SEE SHEET NO. 5 CURVE DA TA NO. 16 R L T SEAL APPROVED BY: 39.27' DATE Q,;xpFESS/pN q� 90'00'15" 25.00' 39.27' Olt K , 895945" 25.00' 1 39.27' 00 ® 58'31'48" O RCE NO 44250 XP 06/30/01 N z W o 55 fn m CHRIS A. VOGT 11 PREPARED UNDE PERVISION OF DATE a ` E M, 12 RELOCATE EXISTING POWER POLE (BY OTHERS) CO 6 Q CIVIL �� + 07"r-<* ADJUST MANHOLE FRAME & COVER TO GRADE RCE N 3551 EXP 12/31/01 `— 16 ELDON K. LEE RELOCATE EXISTING WATER METER BEHIND CURB PER (n 17 CVDW STANDARD DRAWING W-5 W Z_ Q PROTECT IN PLACE HORSESHOE ROAD SEE SHEET NO. 5 CURVE DA TA NO. 16 R L T 01 89 5945" 25.00' 39.27' 25.00' Q2 90'00'15" 25.00' 39.27' 25.00' Q 895945" 25.00' 1 39.27' 1 25.00' ® 58'31'48" 40.00' 1 40.86' 1 22.41 ' SCALE 40 200 40 78-120 Calle Estado, Suite 201 KorveLa 7, CA 92253 Y (760)0) 7771-8036 (760) 771-8037 Fax EnEngineering Korve Job No. 998168X0 C �i Korve File Name : 8168R015.DWG Last Print Date 3/10/2000 SCALE AS SHOWN BENCHMARK: PD -111-70 ELEVATION 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST DATE: MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 CITY 01= LA OUINTA, CA SHEET NO. STREET IMPROVEMENT PLAN 15 ROADMISINER LANE 10+00.00 TO 19+00.00 OF 19 SHEETS FI LE N 0. �1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL "A" (0 v— F— O3 CONSTRUCT 3" AC OVER 4.5" CAB W r O6 CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL B V) REMOVE EXISTING AC PAVEMENT W W 10 RELOCATE EXISTING MAILBOX TO A POSITION BEHIND PROPOSED CURB 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND 'PROPOSED CURB 0 12 RELOCATE EXISTING POWER POLE (BY OTHERS) CO 6 + 13 ADJUST MANHOLE FRAME & COVER TO GRADE 0 `— 16 ADJUST VALVE COVER TO MEET FINISHED GRADE RELOCATE EXISTING WATER METER BEHIND CURB PER (n 17 CVDW STANDARD DRAWING W-5 W Z_ Q PROTECT IN PLACE J r38 CONSTRUCT CROSS GUTTER (MODIFIED WIDTH = 6 FEET) PER COUNTY OF RIVERSIDE STANDARD 209 AND 209 A 0 Q SCALE 40 200 40 78-120 Calle Estado, Suite 201 KorveLa 7, CA 92253 Y (760)0) 7771-8036 (760) 771-8037 Fax EnEngineering Korve Job No. 998168X0 C �i Korve File Name : 8168R015.DWG Last Print Date 3/10/2000 SCALE AS SHOWN BENCHMARK: PD -111-70 ELEVATION 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST DATE: MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 CITY 01= LA OUINTA, CA SHEET NO. STREET IMPROVEMENT PLAN 15 ROADMISINER LANE 10+00.00 TO 19+00.00 OF 19 SHEETS FI LE N 0. C) 0 0 m Lc) m Q U 3 0 co / 0 / 0 L 3 4- Cn CD U CLI a� L / 0 X CD OD / U 0 M_ / 'am 19 40 20 0 40 80 SCALE 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-260 LO w w V) W U7 I O O 0 O rn Q V) w z _I U h Q 21 m WESTWARD HO DRIVE (46TH AVE.) SEE SHEET NO. 2 DATE I BY I MARK ENGINEER DESIGNED BY: MJG DESCRIPTION DRAWN BY: VG WESTWARD HO DRIVE (46TH AVE.) ROADRUNNER LANE SEE SHEET N0. 2 RECOMMENDED FOR I SEAL I SEAL APPROVAL /-,nFESS/OH9a < c� 23551 m m a — LN DR DATE APPR DATE CHECKED BY: CITY DATE. CHECKED BY: EKL p 1 01 � rRA CT 2-18 O rRA CT 2-10 O 4-1/3- _�Jf� `� J\jl,�, 4 Jl 6 6J J 7 CIVIL F OF CAL��O CURVE DATA NO. A R L T 01 90'16'24" 25.00' 39.39' 25.12' �2 89'43'36" 25.00' 39.15' 24.88' 7A LINE TABLE NO. BEARING DISTANCE 1 N1 '33'22"W 19.61' 2 N120'17"E 20.01' 5 9 CONSTRUCTION NOTES �1 CONSTRUCT MODIFIED CURB & GUTTER PER DETAIL "A" �3 CONSTRUCT 3" AC OVER 4.5" CAB O CONSTRUCT 4" PCC CONCRETE DRIVEWAY PER DETAIL "B" M�9 REMOVE EXISTING AC PAVEMENT 11 RELOCATE EXISTING SIGN TO A POSITION BEHIND PROPOSED CURB 16 ADJUST VALVE COVER TO MEET FINISHED GRADE 30 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STD DWG 211 v 1 EXIST. AC TYPICAL SECTION r ROADRUNNER LANE STATION 19+00 TO STATION 22+30 ii ®O O VC � . ,. APPROVED BY: DATE 78-120 Calle Estado, Suite 201 Korvea La Quinta, CA 92253 j� (760) 771-8036 (760) 771-8037 Fax v DU 7 '`'"�""1• Korve Job No. 998168XO RCE NO 4425 EXP 06/30/01 Engineering Korve File Name : 8168ROl6.DWG CHRIS A. VOGT Last Print Date 3/10/2000 PREPARE UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATION 28.703 SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, /� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE NO 23551 EXP 12/31/01 DATE MAR 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 CrrY OF LA + [ c STREET IMPROVEMENT PLAN ROADRUNNER LANE 19+00.00 • 22+30.00 SHEET N0. 16 CD 0 0 0i 0 Ln c6 0 Q m a 0 3 a OD 00 0 a3 c- c - LD CD i v cn s cli 0 x OD CT) o-) co 4� U a� CD- �o i n NO. DIRECTION DISTANCE Q N895647"E 75.01' 21 S23'2249.12"E 49.73' 3 S30'01 '49.12"E 58.81' 18 SA UNCUT EXISTING AC PAVEMENT 20' 20' � 19 COLD MILL EXISTING PAVEMENT 0.10' MINIMUM DEPTH J88 CONSTRUCT 0.10 MINIMUM DEPTH OVERLAY CURVE DA TA ,9 �^� /')mil nnnrr"nr ml 01 Ar+c NO. 0 R L T 01 22-04'50.59" 300.00' 115.57' 58.51' 2Q 12'12'46" 3650.00' 778.01' 1 390.48' 3Q 21-03'37.61" 300.00' 110.27' 55.77' ® 16-54'41.31" 300.00' 88.55' 44.60' STATION 10+00.00 TO STATION 19+68.59 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! O TO EXCAVATING rQAL� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 RECOMMENDED FOR APPROVAL SEAL SEAL S ,W E S"741 �e K q� O� Fyc �� z .. a N . s ''' rn * - `�'� CIVIL ���� gTFOF CA�F��� APPROVED BY: DATE RCE NO 44250 P 06/30/01 CHRIS A. VOGT i00 Calle Suite 201 CAEstado, r La 78-120 Korve (760) 771-8036 (760) 771-8037 Fax •. Korve ,lob No. : 998168XO Engineering Korve File Name : 8168RO17.DWG Last Print Date 3/10/2000 CITY OF LA QUINTA, CA SHEET N0. 17 STREET IMPROVEMENT PLAN 1ASTA GRANDE 10+00.00 TO 19+68.59 OF 19 SHEETS DATE PREPARED UNDER SUPERVISION OF DATE (} / i�= EI 7� "b0 RCE NO 23551 XP 12/31/01 ELDON K. LEE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION 28.703 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 27, T`5SA R7 � FB THE NORTHEAST W NG WALL OF1.75 MILES SCANALABR BRIDGE. SECTION CHISELED PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 DATE BY MARK APPR DATE CHECKED BY: FILE N0. DATE MAR 2000 ENGINEER DESCRIPTION CIN DATE DESIGNED BY:DESIGNER DRAWN BY' DRAFTER CHECKED BY. -CHECKER, O 0 0 cu 0 co �r m Q C- C) m 3 O Co CD OD ' tD O C- CD O S L 3 -4, U] dJ / I N U M L d (D X OD co co O-) co J-� U N O C Q / d 0 0 0 0 co 0 0 z T cu 0 0 0 CU 0 L 0 O L ro Cn a, U I U) 0 x cn 411 U 0 L a i .v CONSTRUCTION NOTES QCONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STANDARD DRAWING NO.300 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING O�cAL�� UNDERGROUND SERVICE ALERT DATE BY MARK OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG OF CONCRETE )TECTION 7/1 A IL j cvw0 DRAWING APPROVAL STORM DRAIN NOTES / Checke Date SD2 CONSTRUCT 24" RCP (1600—D) SD DELETED Ci T y cf , '-NFA ;' w - , 11(13100 O P Izz eer �'�'� ��,� ctv�'i., I: Recommended: SD3 CONSTRUCT 48 RCP 1600—D SD8 CONSTRUCT SAND FILTER (LEACH LINE = 24') 40 20 0 40 80 DWG. No. O ( ) o , ,a,,n /('1/'fY� � ctor of Engineenng R.GE 29572 PER CITY OF LA QUINTA STD. 370 Approved G n 2 SD4 CONSTRUCT 48" RCP (2400—D) SD9 CONSTRUCT WATERMAN F-25 DRAINAGE GATE OR APPROVED EQUAL SCALE General Manager_ chief Engineer R.C.E. No. zsola APPROVAL OF THIS DRAWING BY C.V.W.D. IS 'ONLY Revision: Date: Appr: SD5 CONSTRUCT MANHOLE N0. 2 PER RIVERSIDE COUNTY FLOOD FOR THAT PORTION WITHIN C.V. W.D. RIGHT OF WAY CONTROL AND WATER CONSERVATION DISTRICT STD. MH252 FOR ENCROACHMENT PERMIT NO. 050728-2-039 APPROVAL OF THIS DRAWING BY C.V.W.D.. DOES SD6 CONSTRUCT OUTLET FOR STORM DRAIN PER DETAIL "D" ON NOT INCLUDE APPROVAL OF ANY STRUCTURAL SHEET 2 OF 19. ITEMS, NOR APPROVAL OF ANY PORTION OF THE PROJECT AS TO ADEQUACY OF ITS INTENDED, FUNCTION. RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY: DESCRIPTION CITY DRAWN BY: MJG CHECKED BY: EKL DATE SEAL SEAL e,;?,pFESS/o4, ��o N K Fy No M m rn C(Ar 1 sr CIVIL qTF OF CAL�FO¢ - APPROVED BY: DATE 78-120 canSuite 201e Estado, - K�OLo Quinta, CA 92253 CITY OF LA OUINTA, C orve /p Z Q �I 1 Y (760) 771-8036 (760) 771-8037 Fax Korve Job No. 998168X0 STORM D RAIN P LAN RCE NO 44250 1FvP 06/30/01 U . _ Engineering Korve File Name : 8168SD02-10—OO.DWG CHRIS A. VOGT Last Print Date 11/03/00 WESTWARD HO DRIVE PREPARED UNDER SUP ISION OF DATE BENCHMARK: PD -111-70 ELEVATION: 28.703 LINE A SCALE AS SHOWN 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 10+00.00 TO 15+46.00 RCE NO 2 EXP 12/31/01 DATE NOV 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. SHEET N0. 19 OF 19 SHEETS FILE NO. Gt70VG