Loading...
00057Z PT. FG FS GB INV IRR. LF MH SSMH T.P. VCP LEGEND CVWD DRAWING APPROVAL NOTICE TO CONTRACTORS 8 PROPOSED SEWER — SIZE AS NOTED Date 07/21/00 — — — — PROPOSED WATER MAIN — PER SEPARATE PLAN ROADRUNNER LANE LINE — — PROPOSED RIGHT—OF—WAY General Manager - Chief Engineer R.C.E. No. 23078 STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF — — EXISTING RIGHT—OF—WAY 9 ,� Appr. PROPOSED MANHOLE PROPOSED DROP MANHOLE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 1 O PROPOSED CLEANOUT 7)1 PROPOSED LATERAL S PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION PROPOSED CHIMNEY a L 12"IRR EXISTING IRRIGATION LINE HORSESHOE ROAD (LINE 8) - SIZE AS NOTED 8"S EXISTING SEWER — SIZE AS NOTED 3"G EXISTING GAS LINE — SIZE AS NOTED E EXISTING UNDERGROUND ELECTRIC CONDUIT 18"W EXISTING WATER LINE — SIZE AS NOTED 12" FM EXISTING SEWER FORCE MAIN— SIZE AS NOTED ABBREVIATIONS SUMMARY OF QUANTITIES ANGLE POINT COACHELLA VALLEY WATER DISTRICT FINISHED GRADE FINISHED SURFACE ITEMS UNIT QUANTITY GRADE BREAK 8" VCP MAIN LF 5'q0 INVERT 10" VCP MAIN LF 804 IRRIGATION 4" VCP LATERAL EA 115 LINEAR FEET MANHOLE EA 23 MANHOLE DROP MANHOLE EA 1 SANITARY SEWER MANHOLE CLEANOUT EA 3 TOP OF PIPE CHIMNEY EA 1 VITRIFIED CLAY PIPE CONCRETE ENCASEMENT LF 383 MILES W _ AVENUE V) CITY LIMIT Q _ W W � coPROJECT SITE p\" r� �) U�J�J rr� v' ' PLAZA WESTWARD HO DRIVE LA QUINT LA QUINTA i I' 'Sy Akfy .z HIGH SCHOOL a. Gy i s fC) 74 NOT TO SCALE CHANNEL" AVENUE4� 111 Q 041 � a '0000G�� �\�\� a o General District Notes for Sewer CITY OF LA QUI,NTA 1. All sewer line construction shall conform to the Standard Specifications for Construction of Sanitary Sewer Systems (Standard Specifications) of the Coachella Valley Water District (CVWD). CONSITRUCT'ION -PLANS FO�,R _ 2. Bedding and backfill shall be compacted in accordance with S.S.P.W.C. Section 306. 3. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 4. Work performed without inspection shall be rejected. LINE 1 � I :fit( U SEWER IMPROVEMENTS WITHIN5. Vitrified clay pipe shall be per Subsection 207-8 of S.S.P.W.C. socket and spigot with type G gasket. 6. Copies of compaction test results shall be furnished to CVWD. 7. Grade and alignment shall be established in a manner approved by CVWD. ASSESSMENT DISTRICT NO* 2000 1 8. Pipe shall be installed to within 0.02 foot tolerance of the line and grade. 9. The separation between water and sewer facilities shall be as specified PHASE V- C•WESITWARD H 0 in CVWD Standards W1. 10. Contractor shall contact the .Chief .Inspector, CVWD, to arrange a preconstruction conference at least 48 hours prior to construction. 11. Copies of grade sheets shall be submitted to Chief Inspector prior to construction. QJ •/1 12. Contractor shall submit to CVWD a list of materials to be used prior to a the preconstruction conference. Only materials on the approved list (� may be used. List shall include quantity, manufacturer, model, size; and other pertinent data. O 13. Contractor shall schedule his construction activities with the Chief .__. inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVWD is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another time. tz 0..4 �-+ - - �► If Contractor elects to cancel scheduled work without notice to CVWD, _ Contractor shall :be charged 1 hour of inspection time for each day of occurrence. INCORPORATED 14. No water or sewer lines shall be installed under decorative concrete, 1982 concrete, curbs, or sidewalks without prior approval of CVWD. All in - tract streets shall be paved with asphalt concrete pavement. 0%y is. These plans; may be subject to review and/or revision, by CVWD, if �j construction has not begun within 12 months from Date of Approval as WJV T� shown in CVWD Drawing Approval Block. 16. Contractor shall call Underground Service Alert at 1.-800-422-4133 at least two working days prior to start of construction. WESTWARD HO AVENUE 3 ; ! 5 W LINE LIN 11 10 z (VALLEY SANITARY DISTRICT) Q INE 8 ORS H o' I z Oq p � z6 W elf LINE 7 cn z � (7 o LINE.3 � FIESTA NOT TO SCALE Ld ll r z o g INE 6 DRIVE INE o LINE 10 LINE 4--::::* �N LINE 5 HUMMINGBIRD f CORIEZ LANE w SHEET INDEX 1 CI�.t11I,TA CD N VICINITY MAP I<i...�:.s, 0 O TITLE SHEET & NOTES 1 PLAN SHEET INDEX Ln CD BASIS OF BEARINGS 0 t0� WESTWARD HO AVENUE (LINE 1, LINE 2, LINE 0 © JEFFERSON STREET (LINIE 3) TD BEARINGS ARE BASED ON THE CENTERLINE OF JEFFERSON STREET NORTH 00'04'39" WEST PER MAP OF TRACT NO. 2180 RECORDED IN BOOK 41, PAGES 37-39, RIVERSIDE COUNTY. _"'N DnI InC-I I A I,IC /i IMC- A 2 1-800-227-2600 RECOMMENDED FOR SEAL SEAL APPROVED BY: CD DATE 78-120 Calle Estado, Suite 201 cn IT'S THE LAW ! CALL AT LEAST TWO APPROVAL QROf ESS /oN� ®r` �e La Quints, CA 92253 CITY OF LA QUINTA CA SHEET NO. i DIAL BEFORE WORKING DAYS PRIOR �p N a /�/w 1 19 (760) 771-8036 (760) 771-8037 fax �A� /� o YOU DIG ! TO EXCAVATING (/ ! : 998168X0 SEWER IMPROVEMENT LJ`�N 1 mx �� �' yG� RCE NO 4425 EXP 0630/01 Korve File Name P: PROJECTS 998168X0 PHASE V -C SWRTTL.DWG o Engineering �...� N 23 m CHRIS A. VOGT Last Print Date 7/5/2000 UNDERGROUND SERVICE ALERT DATE 31 0� �, PREPARED UNDER S ERVISION OF DATE OF SOUTHERN CALIFORNIA DATE BY MARK APPR DATE s / SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 �iITLE SHEET CHECKED BY: CIVIL 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREA OF 12 SHEETS ENGINEER '9 � - OJ G EER ROGATION OF UNDERGROUND OUTIRLATIE� BY CONTACTING THE DESCRIPTION CITY DATE TF OF CA�XF°� `�� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE N 3551 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, FILE NO. UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG DRAWN BY: JW CHECKED BY: EKL DATE JULY 2000 PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 POR. OF SEC.29, TSS, R%E, SSM ELDON K. LEE 2215 CVWD DRAWING APPROVAL NOTICE TO CONTRACTORS 8 CORTEZ LANE (LINE 4 AND 5) Date 07/21/00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR OC__ ROADRUNNER LANE LINE 6 % General Manager - Chief Engineer R.C.E. No. 23078 STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF HUMMINGBIRD LANE LINE 9 ,� Appr. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 1 O ROADRUNNER LANE (LINE 7)1 MEASURES TO S PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION a L OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.ORD HORSESHOE ROAD (LINE 8) - cn QD VISTA GRANDE (LINE 10) 1-800-227-2600 RECOMMENDED FOR SEAL SEAL APPROVED BY: CD DATE 78-120 Calle Estado, Suite 201 cn IT'S THE LAW ! CALL AT LEAST TWO APPROVAL QROf ESS /oN� ®r` �e La Quints, CA 92253 CITY OF LA QUINTA CA SHEET NO. i DIAL BEFORE WORKING DAYS PRIOR �p N a /�/w 1 19 (760) 771-8036 (760) 771-8037 fax �A� /� o YOU DIG ! TO EXCAVATING (/ ! : 998168X0 SEWER IMPROVEMENT LJ`�N 1 mx �� �' yG� RCE NO 4425 EXP 0630/01 Korve File Name P: PROJECTS 998168X0 PHASE V -C SWRTTL.DWG o Engineering �...� N 23 m CHRIS A. VOGT Last Print Date 7/5/2000 UNDERGROUND SERVICE ALERT DATE 31 0� �, PREPARED UNDER S ERVISION OF DATE OF SOUTHERN CALIFORNIA DATE BY MARK APPR DATE s / SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 �iITLE SHEET CHECKED BY: CIVIL 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREA OF 12 SHEETS ENGINEER '9 � - OJ G EER ROGATION OF UNDERGROUND OUTIRLATIE� BY CONTACTING THE DESCRIPTION CITY DATE TF OF CA�XF°� `�� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE N 3551 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, FILE NO. UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG DRAWN BY: JW CHECKED BY: EKL DATE JULY 2000 PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 POR. OF SEC.29, TSS, R%E, SSM ELDON K. LEE 2215 CVWD DRAWING APPROVAL Checked: Recommended: Approved: Pro' Engi r �..✓ i o nginee g R.C.E. NoL 2957 Date 07/21/00 DWG. No. 26215 General Manager - Chief Engineer R.C.E. No. 23078 Revision: Date: Appr. 1-800-227-2600 RECOMMENDED FOR SEAL SEAL APPROVED BY: CD DATE 78-120 Calle Estado, Suite 201 cn IT'S THE LAW ! CALL AT LEAST TWO APPROVAL QROf ESS /oN� ®r` �e La Quints, CA 92253 CITY OF LA QUINTA CA SHEET NO. i DIAL BEFORE WORKING DAYS PRIOR �p N a /�/w 1 19 (760) 771-8036 (760) 771-8037 fax �A� /� o YOU DIG ! TO EXCAVATING (/ ! : 998168X0 SEWER IMPROVEMENT LJ`�N 1 mx �� �' yG� RCE NO 4425 EXP 0630/01 Korve File Name P: PROJECTS 998168X0 PHASE V -C SWRTTL.DWG o Engineering �...� N 23 m CHRIS A. VOGT Last Print Date 7/5/2000 UNDERGROUND SERVICE ALERT DATE 31 0� �, PREPARED UNDER S ERVISION OF DATE OF SOUTHERN CALIFORNIA DATE BY MARK APPR DATE s / SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 �iITLE SHEET CHECKED BY: CIVIL 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET INDIO AREA OF 12 SHEETS ENGINEER '9 � - OJ G EER ROGATION OF UNDERGROUND OUTIRLATIE� BY CONTACTING THE DESCRIPTION CITY DATE TF OF CA�XF°� `�� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE N 3551 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, FILE NO. UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: MJG DRAWN BY: JW CHECKED BY: EKL DATE JULY 2000 PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 POR. OF SEC.29, TSS, R%E, SSM ELDON K. LEE 2215 0 0 C:) CV co cci 0 0 a 3 0i O Cn En U CD CD L OJ 3 / 0 L r0 3 co / I CD �n ro a / 0 X 00 co rn rn / cn U a� �o L CD_ / `N 10 11 12 13 14 1� I a l � I 0. D. + 0.67' \ 0.33' MIN. MIN. / `. <: CLASS „A„ 3000 PSI CONCRETE < \ 0.33' �\ MIN. r\ L < < \\i\\r\\r\\i\\r\ DETAIL »A„ CONCRETE ENCASEMENT CLASS A—IV PER CLAY PIPE ENGINEERING MANUAL NOT TO SCALE C11' y ��j( P17 / I r€s�mJ .•. X11 R�'V: DUNE PALMS ROAD W O4pS ? WESTWARD HO DRIVE 33' 0 330' .,._ .. 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 1-800-227-26001 DESIGNED BY. MJG RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY. DESCRIPTION CITY DATE DRAWN BY: MJG CHECKED BY: EKL 'v 20' 4' SEER 'EXIST T p13, WA TER EXIST 3" GAS EXIST TYPICAL SECTION 12" WA TER WESTWARD HO DRIVE STATION 10+00.00 TO STATION 16+05.00 SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 CITY OF LA OUINTA CA Q�Ot ESS/ONq `,Q La Quinta, CA 92253 7 OO Korve (760) 771-8036 (760) 771-8037 Fax �O N K. FZf Korve Job No. 998168XO SEWER IMPROVEMENT PLAN Q y Korve File Name : 8168CSS02.DWG RCE NO 44250 EXP 06/30/01 Engineering Last Print Date 75/2000 z CHRIS A. VOGT LINE 1 N 5• r''1 m a 2 11/01 , PREPARED UNDER SUPERVISION OF DATE SCALE AS. SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 WESTWARD HO DRIVE * --Ci ��* 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 10+00.00 TO 16+05.00 s�qT CIVIL � J-/�-� 1.75 MILES WEST ON 'AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST F of cA��Fo RCE NO 5 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POR. 01= SEC.29, TSS, R7E, SBS DATE JULY 2000 ELDON K. LEE PAGES 30 AND 41. 1771 7ij is Ifo0I illf � �T 11 SHEET N0. 2 OF 12 SHEETS`' FILE N0. ?6216 CVWD DRAWING APPROVAL Checked: alua—�� 1?�_ Date 07/21 /00 Recommended: Pold Engi DWG. No. .. 26216 Approved: iredor o ngineering R.C. . No. 29 72 General Manager • Chief Engineer R. .E. No. 23078 Revision: Date: Appr: STATION 10+00.00 TO STATION 16+05.00 SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 CITY OF LA OUINTA CA Q�Ot ESS/ONq `,Q La Quinta, CA 92253 7 OO Korve (760) 771-8036 (760) 771-8037 Fax �O N K. FZf Korve Job No. 998168XO SEWER IMPROVEMENT PLAN Q y Korve File Name : 8168CSS02.DWG RCE NO 44250 EXP 06/30/01 Engineering Last Print Date 75/2000 z CHRIS A. VOGT LINE 1 N 5• r''1 m a 2 11/01 , PREPARED UNDER SUPERVISION OF DATE SCALE AS. SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 WESTWARD HO DRIVE * --Ci ��* 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 10+00.00 TO 16+05.00 s�qT CIVIL � J-/�-� 1.75 MILES WEST ON 'AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST F of cA��Fo RCE NO 5 EXP 12/31/01 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POR. 01= SEC.29, TSS, R7E, SBS DATE JULY 2000 ELDON K. LEE PAGES 30 AND 41. 1771 7ij is Ifo0I illf � �T 11 SHEET N0. 2 OF 12 SHEETS`' FILE N0. ?6216 0 O 0 0 0 r-, a On3 M O cn U / L 3 co / O L r0 3 / U i 00 a / 0 X 00 C-) C-) / 0 L Q .. 73.03 X t i 1 I > r k; : y ROADRUNNER LANE SEE SHEET 10 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! Q TO EXCAVATING �cAL�� II 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: Mil N8937'53 y +d I {+ _ f +� N :� N d' II, J EXIST -14' WATER TO_BE, aANDONED PER SEPARATE PLAN t r J 1 -- I } V -• 20 • -• :• SCALE RECOMMENDED FOR APPROVAL DATE .APPR DATE CHECKED BY: DESCRIPTION CITY DATE DRAWN BY: VG CHECKED BY: EKL — _ V.� O \�� ,� ter- - OO, - — O• V 1 : r a, OI 0 cc�Lp - iJ CeIr� J LLJ cc L0 X I �.. _._.l i l -- J J Ir 21 TIr� 1 + f JJ I --- f s I , ; , r 3 r 1 / c - r i y i ,� � '....=a is f /� i' t�1 \ - __ _ -- _ -._ _....._..._..._._. �c_. r.- __._. ------- WESTWARD HO DRIVE 33' 33' o �:o c c 4 2' J 20 , � � o SE R WA MR v4' 11' 15' EXIST 3" GAS EXIST 4" WATER TO BE ABANDONED PER " SEPARATE PLAN TYPICAL SECTION 12 WATER PER SEPARATE ARD HO DRIVE PLA" 12 v O Ln F— z F- cQ L VESTW STATION 24+40.00 TO STA TION 15+00.00 SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 Q�°F ESS IO,V La Quints, CA 92253 Korve (760) 771-8036 (760) 771-8037 Fax o N K 89vv ■ Korve Job No. 998168X0 O0� <1% /,Z RENO 4425 EXP 06/30/01 Engineering Korve File Name : 8168CSS03.DWG C w 2 1 0 ; CHRIS A. VOGT Last Print Date 7/5/2000 ELEVATION: 28.703 W 1 01 ; PREPARED UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATO a _ SCALE AS SHOWN * * 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, sT CIVIL ��� -& 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST �rFoF cA1�F°� RCE NO EXP 12/31/01 DATE DULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. CITY OF LA OUINTA, CA SEWER IMPROVEMENT PLAN LINE 2 WESTWARD HO DRIVE 24+40.00 TO 15+00.00 POR. OF SEC.29, T5S, R7E, SMA SHEET N0. 3 OF 12 SHEETS FILE N0. 26217 CVWD DRAWING APPROVAL Checked: Date 07/21/00 Recommended: roje E ;n r DWG. No. 26217. Approved: Dir or of Engineering R.C.E. No. 29572 2 General Manager - Chief Engineer R.C.E. No3078 Revision: Date: Appr: VESTW STATION 24+40.00 TO STA TION 15+00.00 SEAL SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 Q�°F ESS IO,V La Quints, CA 92253 Korve (760) 771-8036 (760) 771-8037 Fax o N K 89vv ■ Korve Job No. 998168X0 O0� <1% /,Z RENO 4425 EXP 06/30/01 Engineering Korve File Name : 8168CSS03.DWG C w 2 1 0 ; CHRIS A. VOGT Last Print Date 7/5/2000 ELEVATION: 28.703 W 1 01 ; PREPARED UNDER SUPERVISION OF DATE BENCH MARK: PD -111-70 ELEVATO a _ SCALE AS SHOWN * * 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, sT CIVIL ��� -& 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST �rFoF cA1�F°� RCE NO EXP 12/31/01 DATE DULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. CITY OF LA OUINTA, CA SEWER IMPROVEMENT PLAN LINE 2 WESTWARD HO DRIVE 24+40.00 TO 15+00.00 POR. OF SEC.29, T5S, R7E, SMA SHEET N0. 3 OF 12 SHEETS FILE N0. 26217 CD CD CD M d - w 0 LO 0 m 3 v 0 c,) cn 00 c.0 00 / c - CD 3 CO. O D L 3. cn U C" co M / CD X co co m / cn 4-1 U QJ 0 Q / 15 14 13 12 11 10 W� � HO JEFFERSON STREET WESTWARD DRIVE SEE SHEET 6 ' / 20 0 40 i SC4LE 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING 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 DESCRIPTION DRAWN BY: VG RECOMMENDED FOR APPROVAL DATE APPR I DATE CHECKED BY: CITY DATE CHECKED BY: EKL SEAL 33' 33' 10 20' PROP. SEWER rkPROP.WA TER 5, v 4' 15' I TYPICAL SECTION WESTWARD HO DRIVE STATION 15+00.00 TO STATION 10+00.00 f. 0(oo s ? it CVWD DRAWING APPROVAL Che ked: Vjed Date 07/21/00 ngi r Recommended: DWG. No. 26218 D e r of EngineehAq R.C.E. No. 295 2 Approved: General Manager- Chief Engineer R.C.E. No. 23078 Revision: Date: Appr: SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 RpFESS/ON �Or�/� La Quints, CA 92253 �o Q N K , �� � � � 9' p� (760) 771-8036 (760) 771-8037 Fax Engineering Korve Job No. 8168CSX0 O < �� RCE NO 442 0 EXP 06/30/01 Korve File Name : 8168CSSO4.DWG W Q m m CHRIS A. VOGT Last Print Date 7/5/2000 W X. " 3 > — PREPARED UNDER SUP VISION OF DATESCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 * 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, s CIVIL�� %-1.7—W 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST .11;1 TCA��FO� RCE NO 2-39W EXP 12/31/01 DATE JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, ELDON K. LEE PAGES 30 AND 41. Inn CITY OF LA OUINTA, CA SHEET No. SEWER IMPROVEMENT PLAN 4 LINE 2 WESTWARD HO DRIVE OF 11 SHEETS 15-00.00 TO 10+00.00 FILE NO. POR. OF SEC.29, T5S, R7E, SB! 26218 CD CD CD CU CU N 0 0 M c LL 3 Ln 0 cr) U co CO L N / 0 L M 3 -N cn CD cn / 0 X rn rn / cn U 0 c CD/ n Wd, -2 21 20 19 18 17 44 r - J � " f-- ---cd — SEWER -LINE l i IL 41 N 89 54 53 E' 1 41 Z' L ._ _,_ 44 i . - 4 - .. - 43 _. i -i 4p :z -41 iq f o¢ I QoQ I i I Q `I J 00 3t 3t < 40 20 0 40 i ��� 9WWMUMWWWWffW1pW11�'WlY 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 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 SEAL APPROVAL DATE APPR DATE CHECKED BY - DESCRIPTION CITY DRAWN BY: GG CHECKED BY- EKL DATE 37.7, d� 16 15 14 13 12 11 10 SPYGLASS HILL STREET PROP. 10" SEWER l PER TRACT 9062-1 (BY OTHERS}2 JE PROP. 8" SEWER I I I I x yPER TRACT 29062-1 �K.'2(BY OTHERS) 10+00.00 SPYGLASS HILL STREET =47+57.85 WESTWARD HO DRIVE 51+52.65 WESTWARD HO , 15 70.00 13 12 11 51 +83.77 I — 4 — I — 14=- 3 — X48 49 ''7t— �+---_N —8� w 3W. 50 5 — — _ � 4 7 12 -=-�._ a -- ❑ ❑ }434"1: ; ---- -- �, - - - Q Q •-'� -' " PROPOSED STORM I cn �c PROP. 10 SEWER PER c� f o N `D °r TRACT 29062-1 DRAIN PER Z ; I to Ld �' SEPERATE PLAN oo ct` o 0 (BY OTHERS) I o � J I 0)w0)N J / o,� r f 1 + + I 0) CNI + rn VVE S TWA R D H O D R I V L 33' 33' C I C I 18' -- -- �\ C EXIST. ERR . -9 \ 10 W U o GAS T SWATER 17' 26'+ 5' V 24' APPROVED BY: I VALLEY SANITARY DISTRICT 0096 - - t TYPICAL SECTION WESTWARD HO DRIVE C�voS DANIEL R. CAIN DATE PLANNING DIRECTOR STATION 40+50.00 TO STATION 45+00.00 SEAL �OFESSjON APPROVED BY: DATE La Quin Calle Estado, suite tot CITY OF LA OUI TA, CA pp 0 , ' = Korve La Quints, CA 92253 SHEET N0. Q .1 A�-- v (�O V e (760) 771-8036 (760) 771-8037 Fax K F SEWER IMPROVEMENT PLAN] Engineering Korve Job No. 998168X0 K. � �� RCE NO 4425 EXP 06/30/01 Korve File Name: 8168CSS05.DWG rn F` z CHRIS A. VOGT Last Print Date 6/30/2000 tA' W No. 23551 m m LIFE 11 Exp. 12/31 01 * PREPARED UNDER SUPERVISION 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, WESTWARD HO DRIVE OF 12 SHEETS .111, CIVIL ¢��� 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 40+50,00 TO 45+00.00 FILE NO. FOF cm-\Fo RCE NO 23551 EXP 12/31/01 DATE JUNE 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POR. OF SEC.29, TSS, R7E, SBM ELDON K. LEE PAGES 30 AND 41. i ..... .. . ... (y) z J I 3 "� d X 22 r r a LU -1 BE 27 r zzk I , 1 23 2 2 3E C) 2 2/1 LLJ + ILLJ �A 71 Q) LLj C) > <1 XCM r LU . . . ...... ....... Cr + i U - "A X. X:: ON S 00 + z Yt ... ....... . ZI >1 jot: =10+00.00 LINE C MH115 r �4- LL- 11U X, LOW L i_ I----04 F - 1—u d 11--, 121+ 78. 00 LINE 3-f MH#5 cl� �gE Z LU Cr 1+86.00 q� 0-) -jT- + + EP' j 4Z) I0 :4 AI -'T LO + f — ------ --- ik ------- --------- -- r-- 4 G 41 'G + �'n -0�'07-W 12 --------NOO*a5-'07*W 17 18 19 383.00' 0 21 cj; — 3 1,6 NOO 14- - r"- . r 395.00, 393, QQ'� NOO�05'07-W 14 1 ---- ---- 4, 17 19 ------ - ---- -- ------ -- 14 �5 C_I_0 fT 7, X --777 ------- -j 0-1 12's 2",W I 2"W -- ----- --- ----- x" X CONSTRU& 4 2" W :Ij 4 nz 0 10+00.00 1 JEFFERSON ST' \� -- i P 8- VCP SE WER X X CN 17r-L"M -z-z 1" mr-CT�k nPfl/r I w LINE 3 - ----- C) - - - - - - - - -- ------ --- .. . ... ....... CD zr X C4 N-l'—EXIS T. EP CC) Lo....... L0 lz� -r 17+92.00 JEFFERSON STREET + + r), + t 6j + + Pi 0 �U-j Lf) U) + U, c1q P-5 --3/1 W) W" 3- '1 00 �- —r T- —1-) V- < 0 V- < V.- < = C PALM CIRCLE DRIVE Ln + 3-2 4 C) 41 --D 00 A CVWD DRAWING APPROVAL WESTWARD CD AA* zrj -15 -157 PALM CIRCLE DRIVE + WFq HO nRiv 0� C PROP. EAS r LID CD SEWER WATER U-) cn co 15, -4* CID 3: CD O C- TYPICAL SECTION cc 3: Cn JEFFERSON STREET a-) STATION 10+00.00 TO STATION 21+90.00 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 1-800-227-2600 CL) co IT'S THE LAW 1 CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR X YOU DIG TO EXCAVATING co 1-0 . .1 A co An 10 M UNDERGROUND SERVICE ALERT Cn -1-1 OF SOUTHERN CALIFORNIA U BY MARK BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING CD- UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY. MJIG DRAWN BY: MJG CHECKED BY: EKL RECOMMENDED FOR APPROVAL DATE CHECKED BY: ae Checked: 1 07/21100 'I (;ject n J EFFERSON STREET Recommended: DWG. No. f 6ine'n C. o. 572 Approved: 26220 General Manager - Chief Engineer R.C.E. No. 2307 Revision: Date: Appr: SCALE 00057? 40 20 0 40 80 SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 SHEET NO. 9,;g)f E S S I La Quinta, CA 92253 CITY OF LA OUNTA, CA Korve (760) 771-8036 (760) 771-8037 Fax K Plflaa �7 SEWER IMPROVEMENT PLAN 6 4V 10 <N- Korve Job No. 998168XO q-� \Phase V-C\Westward Ho\Sewer\8168cssO6.dwg <) RCE NO 44250 EXP 06/30/01 Engineering Korve File Name -4 CHRIS A. VOGT Lost Print Date 7/5/2000 w . rn LINE 3 51 m PREPARED UNDER S ERVISION OF DATE 01� X 31 SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 JEFFERSON STREET 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA,qr OF 12 SHEETS CIVIL 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 10+00.00 TO 21+78.00 16, FILE NO. OF CA RCE NO 2W,/—EXP 12/31/01 DATE JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FIB D-31, POR. OF SEC.29, T5S, R7E, SBM ELDON K. LE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 1 ft UK UU06 I HUI�6'4 UU11 26220 DATE BY MARK APPR DATE ENGINEER DESCRIPTION CITY LOCATION OF UNDERGROUND UTILITIES BY CONTACTING CD- UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY. MJIG DRAWN BY: MJG CHECKED BY: EKL RECOMMENDED FOR APPROVAL DATE CHECKED BY: ae Checked: 1 07/21100 'I (;ject n J EFFERSON STREET Recommended: DWG. No. f 6ine'n C. o. 572 Approved: 26220 General Manager - Chief Engineer R.C.E. No. 2307 Revision: Date: Appr: SCALE 00057? 40 20 0 40 80 SEAL APPROVED BY: DATE 78-120 Calle Estado, Suite 201 SHEET NO. 9,;g)f E S S I La Quinta, CA 92253 CITY OF LA OUNTA, CA Korve (760) 771-8036 (760) 771-8037 Fax K Plflaa �7 SEWER IMPROVEMENT PLAN 6 4V 10 <N- Korve Job No. 998168XO q-� \Phase V-C\Westward Ho\Sewer\8168cssO6.dwg <) RCE NO 44250 EXP 06/30/01 Engineering Korve File Name -4 CHRIS A. VOGT Lost Print Date 7/5/2000 w . rn LINE 3 51 m PREPARED UNDER S ERVISION OF DATE 01� X 31 SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 JEFFERSON STREET 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA,qr OF 12 SHEETS CIVIL 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST 10+00.00 TO 21+78.00 16, FILE NO. OF CA RCE NO 2W,/—EXP 12/31/01 DATE JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S-R7E, FIB D-31, POR. OF SEC.29, T5S, R7E, SBM ELDON K. LE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 1 ft UK UU06 I HUI�6'4 UU11 26220 O O 0 LO 0 in 0 CD 3 f` O cn U co L N U) 0 L cn U Cli L 0 X 00 67 a� .o L CL i .E ... ____ I..J _ .I. i 1 1 A, '' I ...----i — I I __ 25' _1 25' 14' i 14' C PROP. EXIST 6" SEWER WATER 1' 5' y TYPICAL SECTION ROUDEL LANE LINE 3 STATION 13+82.06 TO STATION 20+06.32 CURVE DATA NO. 16 R I L I T 01 48-55'06- 309.00' 1 263.82' 1 140.55' 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( CORTEZ LANE SEE SHEET 8 **—ELEVATION AND LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION Y J , i 000S7 CVWD DRAWING APPROVAL 0 Checked: IF RECOMMENDED FOR APPROVAL SEAL SEAL j??'OFESSION^ DWG. No. 26221 APPROVED BY: General Manager General Manager -Chief Engineer R.C.E. No. 23078R.C.E. No. 23078 Korve e Revision: Date: Appr. K (760) Engineering Korve Job No. File Name : 998168X0 8168css07.DWG RCE NO 44250 EXP 06/30/01Korve m CHRIS A. VOGT N � Last Print Date 7/52000 M rr? PREPARE UNDER S P VISION OF DATE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION 28.703 0 2 5d1 l STATE HWY 111 AT JACKSON STREET, INDIO AREA, 6 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE NO ; E P 12/31 /01 DATE DATE JULY `P CIVIL DATE BY MARK ELDON K. LEE APPR DATE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 CHECKED BY: q� ENGINEER DESCRIPTION CIN F OF CA��FC DATE DESIGNED BY: MJG DRAWN BY: MJG CHECKED BY: EKL **—ELEVATION AND LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION Y J , i 000S7 I ROUDEL CVWD DRAWING APPROVAL 0 Checked: IF Date 07/21/00 Recommended: Approved:` Pr i t n - ire or of Engine ring A.�E.N o 2 gre72 ' -� /' DWG. No. 26221 APPROVED BY: General Manager General Manager -Chief Engineer R.C.E. No. 23078R.C.E. No. 23078 Korve e Revision: Date: Appr. (760) 771-8036 (760) Engineering Korve Job No. File Name : 998168X0 8168css07.DWG RCE NO 44250 EXP 06/30/01Korve m CHRIS A. VOGT Last Print Date 7/52000 M rr? PREPARE UNDER S P VISION OF DATE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION 28.703 I ROUDEL 40 20 0 40 80 SCALE APPROVED BY: DATE Korve e 78-120 Calle Estado, Suite 201 La Quints, CA 92253 771-8037 Fax (760) 771-8036 (760) Engineering Korve Job No. File Name : 998168X0 8168css07.DWG RCE NO 44250 EXP 06/30/01Korve m CHRIS A. VOGT Last Print Date 7/52000 M rr? PREPARE UNDER S P VISION 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, 6 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE NO ; E P 12/31 /01 DATE JULY 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 CITY OF LA OUINTA, CA SEWER IMPROVEMENT PLAN LINE 4 ROUDEL LANE 13+82.06 TO 20+06.32 POR. OF SEC.29, T5S, R7E, SBM SHEET N0. 7 OF 12 SHEETS FILE NO. 26221 0 0 CD CU CDM 0 QCD cn 3 00 CD cn co U 03 co L CD 3z CID cn L CD 3 U I a, un co _c_- 0 - CD CD X CCD 00 M rn i co 4-1U a� 0 L Q i .■ I L ! I I U 1 1 1 ROADRUNNER LN. - LINE 6 SEE SHEET 9 10+ 00.00 C ROADRUNNER LN /710+00.00 12 COR TEZ LN i Opp - f i t, - - '•_-, ,�•-' `/_ / VARIES 30'TO 45, VARIES 30' TO 45' T A� PRq gaW VARIES 1PER SEPARATE PLAN 4 TO 29, VARIES 14' TO 29' 10+07.33 ,B. C 00 . 5' ,10+84x,x f -_ — - , 1 _ }E ArC 03 EG. 9 9 fPRW7ER SEVrE Q�#EXIST 2 PVMr00 ROUDEL LANE `� > SEE SHEET 7 00 1 76,' ALO _ \ 0 J ft\ VCP SEWER RIES RIES I r I E 5/ .►�.._ VA I I 1,4+85.00, ( L r f _, 15 TO 6 T I -0 ,� . ( L � _ :. i I s, 1 _ _. '�i. `� , �, �1; 1 i �-, . p � rr �, `�, ' 25 0 2 r r 410 LA7 All I N _._ 2 GAS �/ EXIST ?EXIST 6 WATER\� n r , '0' 28.52) CORTEZ LA"ntE , j d - ;`c- Y , 107-®rQ. ,0-RQUDEL..._LAIti7 ' _- _ _ ..... = - � ; TYPICAL SECTION ,, . -.PROPOSED STORItf _ _- __.- �.- '' 1 + 18,24 B. C. rr + 1?RAIN PER -- '- : �_ ,> ,� = c I CORTEZ LANE . -SEPARkT-E -PLr - _ - - - w `` O - LINE 4 TAT10N 1 ,.-•" _ ©o 0�6= '; w ``\: - �_ _. _ � - STATION 10+00 _ -� 1 + 18 24 - - TO i J NTS T o r J ' f r IIr v 5 N- -� ;,; LINE DA TA NO. DIREC77ON DISTANCE Q N464932"E 34.21' 02 N89 -5432"E 7.33' 03 N89'5432"E 170.00' CURVE DA TA NO. A R L T O 48-55'06" 309.00' 263.82' 140.55' Q 43-05'00" 102.00' 76.70' 40.26' CORTEZ LANE 40 20 t 40 :t � , SCALE C VARIES 30' TO 4, 1/ADICC 4A# rn nns 4' 4'C PROP SEWER . , EXIST GRADE TO MEET PVIdT g EXIST GRADE (2: 1) MAX TW VARIES VARIES %VST 15' TO 25' 6' TO 24 I EXIST 4" WATER) 2 GAS LIN ' GRADE TO MEET EXIST GRADE TYPICAL SECTION (2: 1) MAX TYP COR TEZ LANE LINE 5 STATION 10+00 TO STATION 11+70 NTS C VARIES 30 TO 45 _ _ VARIES 30' TO 45' VARIES 14' TO 29' I VARIES 14' TO 29' I I C EX►s r C PROP. MATER SEWER EXIST 2' PVMT' VARI y 8'-10' VARIES VARIES 15' TO 25' 6' TO 24 I IN EXIST EXIST 6" WATER 2" GAS TYPICAL SECTION CORTEZ LANE LINE 4 STATION 11+18.24 TO STATION 13+82.06 NTS 3 Y 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING Q/ ~�� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE BY MARK 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 CVWD DRAWING APPROVAL Checked: Proje ngi r Recommended: D re or of Engineerin R.C.E. No. 295 Approved: RECOMMENDED FOR APPROVAL ..Date 07/21/00 SEAL ?1q, pFESS/oN q� ��� QN K•,, F Q 2 '' � e� o. 551 m rn a 1 "' * s1.0 CIVIL �� a� FOF, CALF APPROVED BY: DATE C/!� �/G I� (//'� �(j 78-120 Calle Estado, Suite 201 ��I V� La Quinta, CA 92253 Y (760) 771-8036 (760) 771-8037 Fax Korve Job No. 998168X0 pQp� � Engineerin Korve File Name : 8168CSS08.DWG Last Print Date 7/5/2000 DWG. No. 26222 SHEET NO. 8 General Manager- Chief Engineer R.C.E. No. 23078 Revision: Date: Appr: c )EWER IMPROVEMENT PLAN LIVE �, LAVE 5 CORTEZ LANE PAIR. OF SEC.29, T5S, R7E, SBM RCE INC 4425 EXP 06/30/01 CHRIS A. VOGT DATE PREPAR UNDER PERVISION OF DATE 7��..(yG SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION 28.703 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 CAVAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41, RIVERSIDE COUNTY DESIGNATION PD -111-70 OF 12 SHEETS APPR DATE CHECKED BY: DESCRIPTION CITYqp DATE RCE NO ff551 EXP 12/31/01 ELDON K. LEE DATE JULY 2000 FILE NO. DRAWN BY: MJG CHECKED BY: EKL 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING Q/ ~�� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE BY MARK 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 SEAL SEAL ?1q, pFESS/oN q� ��� QN K•,, F Q 2 '' � e� o. 551 m rn a 1 "' * s1.0 CIVIL �� a� FOF, CALF APPROVED BY: DATE C/!� �/G I� (//'� �(j 78-120 Calle Estado, Suite 201 ��I V� La Quinta, CA 92253 Y (760) 771-8036 (760) 771-8037 Fax Korve Job No. 998168X0 pQp� � Engineerin Korve File Name : 8168CSS08.DWG Last Print Date 7/5/2000 ~ ®� LA C��JIiVTA CA SHEET NO. 8 c )EWER IMPROVEMENT PLAN LIVE �, LAVE 5 CORTEZ LANE PAIR. OF SEC.29, T5S, R7E, SBM RCE INC 4425 EXP 06/30/01 CHRIS A. VOGT DATE PREPAR UNDER PERVISION OF DATE 7��..(yG SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION 28.703 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 CAVAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, PAGES 30 AND 41, RIVERSIDE COUNTY DESIGNATION PD -111-70 OF 12 SHEETS APPR DATE CHECKED BY: DESCRIPTION CITYqp DATE RCE NO ff551 EXP 12/31/01 ELDON K. LEE DATE JULY 2000 FILE NO. DRAWN BY: MJG CHECKED BY: EKL 0 0 0 0 0 CD CM3 0 CD co U 00 L QJ 3 QJ 0 L r0 3 CD U I co ro L CD_ i 0 x OD rn rn i U QJ 0 L a i CORTEZ LANE -LINE 4 12 11 10 vWIN IL_L_ L.r-%111L_ L-ii11L_ v J J ),rI� J � JU`✓ SEE SHEET 812 ROADRUNNER LANE 30' 30'-40.53' VARIES 14' 14'-24.3' VARIES EXIST 6" SEWER ( EXIST. 6" WATER 5' S' S'-22.3PTER VARIES 2% 2X EXIST. 6" WATER TO BE ABANDONED PER TYPICAL SECTION SEPARATE PLAN ROADRUNNER LANE LINE 6 STATION 10+00.00 TO 12+53.00 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 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( 12 11 1U moo ll At___6 TYPICAL SECTION HUMMINGBIRD LANE LINE 9 STATION 10+00.00 TO 12+10.60 CURVE DA TA 3 1 CVWD DRAWING APPROVAL R L T ANO. 1 40'10'35" 1 100.00' 70.12' 36.57' 3 1 CVWD DRAWING APPROVAL Checked: eon Date 07121/00 Recommended: 74;n ze APPROVED BY: DATE UV r�/ 78-120 Calle Estado, Suite 201 Korve e (a 0) 77, CA 92253 ) (760 771-8037 Fax 760 Job No. ® r■ Korve Job No. 998168X0 Engineering 1g Korve File Name : 8168CSS09.DWG Last Print Date 7�5�2000 CITY OF LA QUINTA CA DWG. No. 26223 Approved:j/,.. rector of Enginee ng R.C.E. No. 29572 General Manager - Chief Engineer R.C.E. N . 23078 Revision: Date: Appr: SEWER IMPROVEMENT PLAN LINES 6, LINE 9 ROADRUNNER LANE 10+00.00 TO 12+53.00 HUMMINGBIRD LANE 10+00.00 TO 12+10.60 RCE NO 44250 EXP 06/30/01 CHRIS A. VOGT OF 12 SHEETS DATE PREPARED UNDER S PERVISION OF DATE 7 41— RCE NO 2 1 EX 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, 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 DATE BY 3 1 L RECOMMENDED FOR APPROVAL SEAL SEAL Q�OFESS14 ` � ��- rn z 3551 l p, 31 01 � s CIVIL �� qT F F0 of CA�� APPROVED BY: DATE UV r�/ 78-120 Calle Estado, Suite 201 Korve e (a 0) 77, CA 92253 ) (760 771-8037 Fax 760 Job No. ® r■ Korve Job No. 998168X0 Engineering 1g Korve File Name : 8168CSS09.DWG Last Print Date 7�5�2000 CITY OF LA QUINTA CA SHEET N0. g SEWER IMPROVEMENT PLAN LINES 6, LINE 9 ROADRUNNER LANE 10+00.00 TO 12+53.00 HUMMINGBIRD LANE 10+00.00 TO 12+10.60 RCE NO 44250 EXP 06/30/01 CHRIS A. VOGT OF 12 SHEETS DATE PREPARED UNDER S PERVISION OF DATE 7 41— RCE NO 2 1 EX 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, 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 DATE BY MARK APPR DATE CHECKED BY- FILE N0. ENGINEER DESCRIPTION CITY DATE JULY 2000 DATE DESIGNED BY: MJG DRAWN BY. MJG CHECKED BY: EKL L 0 0 0 r` m CD F— cn 3 0 cn cn CD OD c_ CD 3 v cn O S L co 3 4I UJ C) U ra cls / 0 X CC) co / U a� 0 L d /1 30' f- 14' 14' 30' SEWER PROP.6 EXIST. WTR. WTR. 7' 5' 5' L i I 0 TYPICAL SECTION EXIST. OR 6" W WATER ROADRUNNER LANE STATION 10+00.00 TO 12+66.06 SCALE 1" = 40' 40 20 0 40 80 1-800-227-2600 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG ! TO EXCAVATING O/ UNDERGROUND SERVICE ALERT DATE BYMARK 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 0011111 , RECOMMENDED FOR APPROVAL DATE APPR DATE CHECKED BY: DESCRIPTION CITY DATE DRAWN BY: MJG CHECKED BY: EKL SEAL SEAL Q�pFESS/ON q K 11% 551 m E 12 01 � CIVIL qTF OF C 60 �i` i ! )RIVE0005 ? _3 APPROVAL 1078 Date: APPROVED BY: DATE 78-120 Calle Estado, Suite 201 �/� L//4 QuI1-AC/�1 ,KOC"La Quints, CA 92253 CITY OF 7 (760) 771-8036 (760) 771-8037 Fax j Korve Job No. 998168XO SEWER IMPROVEMENT PLAN RCE NO 44250 EXP 06/30/01 Engineering1rKorve File Name : 8168CSS10.DWG CHRIS A. VOGT Last Print Date 7/5/2000 LINE 7 PREPARED UNDERPERVISION OF DATE SCALE AS SHOWN BENCH MARK: PD -111-70 ELEVATION: 28.703 ROADRUNNER LANE 1.0 MILE SOUTH OF STATE HWY 111 AT JACKSON STREET, INDIO AREA, 10+00.00 TO 14+95.00 7 �'w 1.75 MILES WEST ON AVENUE 48. A CHISELED SQUARE ON THE NORTHEAST RCE NO 23 51 EXP 12/31/01 DATE JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POEM. OF SEC.29, T5S, R7E, SBM ELDON K. LEE PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 — Date 07/21/00 e� DWG. No. 26224 SHEET N0. 10 OF 12 SHEETS FILE NO. O O O 0i Q C1J dC CU rn O L(7 O a On 3 ti U) U co (D ti co L QJ 3 C O L 3 U I cn a i 0 X i U) U a� 0 L a i L 1-800-227-2600 IT'S THE LAW! CALL DIAL BEFORE WORKIP YOU DIG ! TO EX( 401 � AL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHAT LOCATION OF UNDERGROUND UTILITIES BY C( UTILITY UNDERGROUND SERVICE ALERT AT 1- TYPICAL SECTION HORSESHOE ROAD LINE 8 STATION 10+00 TO STATION 19+81.06 1 25 57'00" 1495.00' 1 224.19 1 114.05' 1 RECOMMENDED FOR APPROVAL SEAL SEAL OFESS!p QR c,� F � �1.C ,�� c� � z a. 23551 rn m a �2 31/01 � �. '�'� CIVIL �� qTF OF CA��FO� oil APPROVED BY: DATE �' p GU l 78-120 Calle Estado, Suite 201 - (760La U1771-8036 nta, CA 92253 (760 771-8037 Fax ®rve (' E��I��1 ��� Korve Job No. 998168X0 r Korve File Name : 8168CSS11.DWG Last Print Date 7/5/2000 ^�� ®C /� ��I CA �/ 11 L�/� SHEET NO. 1 1 T LEAST TWO IG DAYS PRIOR :AVATING DATE BY MARK NTACTWG THE ENGINEER TACTIN7-2600 DESIGNED BY: MJG SEWER IMPROVEMENT PIAN LINE 8 HORSESHOE ROAD 10+00.00 TO 19+88 POR. O� SEC.29, TSS, R7E, SB RCE NO 44250 EXP 06/30/01 CHRIS A. VOGT ETS DATE PREPA UNDER SU ERVISION OF DATE — .td 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 11 41 11 APPR DATE CHECKED BY: LEN DESCRIPTION CITY RCE N �� �--• EXP /31/01 ELDON IC. LEE DATE JULY 2000 DATE DRAWN BY: MJG CHECKED BY: EKL CD 0 0 CU OD Cu cLi m 0 LC') 0 CD 3 cn co U co 00 CDL 3 CD CC) L LD U i co 0 X CCD co 0-) U a� 0 C_ LINE DA TA CURVE IDA TA DIRECTION CURVE A RADIUS LENGTH ITANGENT C1 22'04'21 " 305.00 117.501 59.49 C2 05'39'00" 3655.00 360.421 180.36 C3 0239'54" 3655.00 170.001 85.02 C4 02'21'05" 3655.00 150.00 75.01 DATE FDATEBYMARK LINE DA TA NO. DIRECTION DISTANCE 1 N89 56'44"E 22.08' 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( 20' C EXIST. VTR 1 I PROP. 5' SWR 0INV. Q�PER TYPICAL SECTION PLAN VISTA GRANDE STATION 10+00.00 TO STATION 19+68.59 SEAL QoFESS/%. �° pN K. F o m m ;!p 31 01 � sT CIVIL qTF OF CA��F'� CLASS »A»<' - L /\ 3000 PSI • ' ' .� CONCRETE X 0.33' �\ MIN. �\ \ /\/ DETAIL "A _ CONCRETE ENCASEMENT �_ CLASS A—I V PER CLAY PIPE 0100 S ENGINEERING MANUAL APPROVED BY: DATE l lel'*�� , RCE NO 44250 EXP 06/30/01 CHRIS A. VOGT PREPARE DER S P ISION OF DATE 7-/3-40 RCE NO 235' EXP 12/31/01 ELDON K. LEE CVWD DRAWING APPROVAL Checked: Recommended: Approved: Proje `Engin ITZre oro ngineering--,, .C.E. No. 2957 RECOMMENDED FOR APPROVAL SEAL - DWG. No. 26226 Gene al Manager- Chief Engineer R.C.E. No. 23078 Revision: Date: Appr. DATE FDATEBYMARK APPR DATECHECKED BY: ER DESCRIPTION CITYDATE Y: MJG DRAWN BY' MJG CHECKED BY: EKL SEAL QoFESS/%. �° pN K. F o m m ;!p 31 01 � sT CIVIL qTF OF CA��F'� CLASS »A»<' - L /\ 3000 PSI • ' ' .� CONCRETE X 0.33' �\ MIN. �\ \ /\/ DETAIL "A _ CONCRETE ENCASEMENT �_ CLASS A—I V PER CLAY PIPE 0100 S ENGINEERING MANUAL APPROVED BY: DATE l lel'*�� , RCE NO 44250 EXP 06/30/01 CHRIS A. VOGT PREPARE DER S P ISION OF DATE 7-/3-40 RCE NO 235' EXP 12/31/01 ELDON K. LEE T TO SCALE 78-120 Calle Estado, Suite 201 CITY OF Le QUINTAL Chi La Quinta, CA 92253 ��"� Korve (760) 771-8036 (760) 771-8037 Fax SEWER IMPROVEMENT PLAN Engineering II1g Korve Job No. 998168X0 Korve File Name : 8168CSS12.DWG LINE1 Last Print Date 7/5/2000 AS SHOWN BENCH MARK: PD -111-70 ELEVATION = 28.703 VISTA GRANDE SCALE 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 10.0®.00 TO 19+fl0.OD DATE: JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POR. 0� SEC.29, T5S, R7E, SR" PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 SHEET N0. 12 OF 12 SHEETS FI LE N 0. 26226 CVWD DRAWING APPROVAL Checked: Recommended: Approved: Proje `Engin ITZre oro ngineering--,, .C.E. No. 2957 Date 07/21/00 - DWG. No. 26226 Gene al Manager- Chief Engineer R.C.E. No. 23078 Revision: Date: Appr. T TO SCALE 78-120 Calle Estado, Suite 201 CITY OF Le QUINTAL Chi La Quinta, CA 92253 ��"� Korve (760) 771-8036 (760) 771-8037 Fax SEWER IMPROVEMENT PLAN Engineering II1g Korve Job No. 998168X0 Korve File Name : 8168CSS12.DWG LINE1 Last Print Date 7/5/2000 AS SHOWN BENCH MARK: PD -111-70 ELEVATION = 28.703 VISTA GRANDE SCALE 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 10.0®.00 TO 19+fl0.OD DATE: JULY 2000 WING WALL OF CANAL BRIDGE. IN SECTION 27, T5S—R7E, FB D-31, POR. 0� SEC.29, T5S, R7E, SR" PAGES 30 AND 41. RIVERSIDE COUNTY DESIGNATION PD -111-70 SHEET N0. 12 OF 12 SHEETS FI LE N 0. 26226