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908oo_sw1 z1 rWr�� isc � i 2525 1 26 I 2 28I � 29 (TRACT NO. 27787) LAS ELORES WXY _ �_- -- 4 Z ? E 3 3 221 1 56 39 38 � I I` , 24 %23 22 21 20 19 P 18 D a1 C.P. S wE 15 14 13 12 1 1 10 9 ti I 16 -W � SMIH 3 sE�1H I I i W�40 1 I 41 ss 1 1 59 76 I I 77 1 1 ----1 1- 1- -1 -1-- - I I ` 39 I 1 42 57 i 60 I 7 4I 1 78 ' � 1 5 8 I 1 1 far I I 79 56 61 = a 74 J 38 1 1 43 I = 1 1 ` W i t iIn 14 1 1 i W Ali a 1 I I I 137 44 ' li 55 1 I 62 © U 73W ' b 54 63 ` b 72 11 81 I I I ' 1036 1 =1 1 45 0 �l 1 W �1 1 � 12 I W 1 1 11 I 1 82 I 35 46 ' v3 I 1 64 II I q71 1 1 ! 1 1 (L 1 1 4 ' 34 47 4 152 1 1 65 70 1 I 83 I I I I I 33 1 148 51 1- 1 66 69 i i 84 d SMH NO. 7 I 30 1 1 1 1 use SM I' L.! !J �..! !J L! !! !J L 85 86 87 I I � 1 50 67 68 is E I 31 32 49 NORTH INDEX MAF' SCALE: 1" = 100' -j SOUTH L� - R/W 13' I I 1 �w Came- E.t!STlN6 .!T ATM4 eiWAAe' 1�lXlrs,4TlON LlNEi PROPOSED 12" D.I.P. WATERLINE TYPICAL SECTION 64th AVENUE (NO SCALE) APPROVED: COUNTY OF RIVERSIDE, DEPARTMENT OF ENVIRONMENTAL HEALTH TITLE: DATE: IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT I CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A l 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG 111 Prtrirt rr Ifl 11 SCALE: 1" =100' 0 NORTH , R/W , c� SOUTH R/W 16' ' 5' 9' 7' ,I I I i 36" COVER AT N I FINAL GRADE C14 I PROPOSED 8" D.I.P. > 06 1 WATERLINE �-- PROP. 8" V.C.P. SEWERLINE TYPICAL SECTION PA*= CANYON ©OM VISTA COMCM COM (NO SCALE) OfI f sapli l" ' 4 , • 11 • • Lig: r THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STURCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION LIAB WITH THE ROMO HAE SOLENCE OF WORK ON NEGLGENCE OFETHE OWNEREPT OR FOR THE ENGINEER. DATE BY ) MARK ENGINEER DESIGNED BY: APPROVAL DATE412.7 CHECKE BY APPR. DATE . Z• DESCRIPTION COUNTY DATE DRAWN BY: CHECKED BY: WHW SEAL COUNTY QUANTITY ESTNiAATE: 8" V.C.P. SEWERLINE-------------------------- 2,746 L.F. 48" DIA. SEWER MANHOLE ------------------------- 14 EA. REMODEL EXISTING SEWER MANHOLE ----------------- 1 EA- ------ 4" V.C.P. SEWER LATERAL ----------- -------- -88 EA. NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN ESTIMATE OF QUANTITIES FOR BID AND PAYMENT PURPOSES. PROPOSED 8" SEWERLINE PROPOSED a SEWER LATERAL PROPOSED WATERLINE (SIZE PER PLAN) - -- PROPOSED 6" FIRE HYDRANT ASSEMBLY (WET BARREL) -� PROPOSED WATER SERVICE (SIZE PER PLAN) PROPOSED BLOW -OFF ASSEMBLY (SIZE PER PLAN) �T PROPOSED DRIVEWAY `J6' NORTH OR' SOUTH OR eAi5T R\W 18' WCgr R/W 36" COVER AT N I FINAL GRADE PROPOSED 8" > c6 l WATERLINE PROP. 8" V.C.P. SEWERLINE TYPICAL SECTION -SO~ WAY. LCIS SOW" (NO SCALE) VICINITY MAP - (No E T. S. General District dotes for Sewer 1, All sewer line construction shall conform to the Statdud Specifications for Construction of Sanitary Sewer Systems (Standard Specifications) of the Coachella valley Water District (CVWD). 2• Bedding and backfill shall be compacted in accordance with County of Riverside -Standard No. 818. 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. 5, 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. 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 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. 12. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list say be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 13. Contractor shall schedule his co:tstruction activities with the Chieffda Inspector, daily, between 3:30 and 4:30 p.m. for the following B y• If CVWD is unable to provide an inspector or inspectors, Coatractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall bs charged 1 hour of inspection time for each day of occurrence. 14. No water of sewer lines €hall be installed under dscora►:ive concrlte* tract concrete, curbs, or sidewalks without prior approval of CVWD. streets shall be paved with asphalt concrete pave0►ent- 15. These plans may be subject: to review and/or revisioai by CVWD, if construction has not begun within 12 months from DateOfApproval as shown in CVWD Drawing Approval Block. 16. Contractor shall call Dude --ground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. I certify that the design of the sewer system in Tract No. is in accordance with the sewer system expansion plans of the Coachella Valley Water Distract and that the waste disposal system is adequate at this time to treat the anticipated wcstes from the proposed tract. Date Z -A CCACHELLA VALLEY WATER DISTRICT By: Daniel I arks Director of Engineering R.C.E. No. 29572 The location of boo" laterals stall be masbsd as iellsw: streets with curbs: As "g" @ball be ChLealad of pesmsmostly marked on the curb at the location of the bourn Letorstsi mei OR affswgriate rid -range or full rauge magnetic rather maeufactured by x Electrical Products Division, Scotcbmark Marker Locator (M) or Meet @bull w VUW9d ora foot below the finished ground surface directly above the tsmd4 of the lateral. In areas where the finished grmwmd surfaaa to mohnawd 'fba mssbar @ball be installed two feet below the aseueed tSalabed gtwma, sw9a"- NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS DATE -3 EAL APPROVED BY 35-325 ' --'Varner SUITE23DATE PALM DRIVE �tOEES�S/,� ---� � M H -'W _..� CATHEDRAL CITY CA. 92234 �•Qn OR SPORT I� EPI., RIVERSIDE COUNTY, C`ALIF3 `U�G � Q n i n e e r i n (619) 321-4017 ~ R.C.E. NO 'k-1_39" EXP. DATE i G g 3 3 No. 23256 PAR BY DATE 10-16-96 CIVIL ENGINEERING LAND SURVEYING PLANNING Exp. 12/31/97N SCALE 1" - 40' BENCHMARK C.V.W.O. BM FD. CHISELED SQUARE ON N.W. COR. os OF CONC. PUMP PAD INSIDE WELL # 7993 SITE 160' W. OF CL C/ V ���� WILLIAM H. WARNER, WARNER ENGINEERING DATEOF LINCOLN, 1/8 MILE N. OF 6TH ST, AND 1/2 MILE \OF CAL1F0 R.C.E. NO 23256 EXP. DATE 12/31/97 SEPT. 1996 SOUTHERLY OF THEC OF 64TH AVE. E EV: _ -18 .36 miss t s nes ew LA N011E W. E.EV. OIR. W. EIA (0� DI L MD.SuiION E (W) 1 0+71.70 -175.00 -163.24 _ I62.33 NJ -163.34t -162.432 5 SHTS FLE2 I 490. 0+00.00 -173 !2 882.33 3 2+50.00 -172.96 -161.25 N -161.35 -181.25 E 4 5+00.00 -171.96 -180.17 N -180.27 S -160.17 E 5 7+53.00 -170.96 -170.07 E N -179.17 -177.47 S (1 6 7 4+03.37 1+06.00 -165.00 -163.52 END -177.37 -176.26 S 8 4+20.00 -171.N END -179,71 -176.63 W w 9 4+19.00 4+ 19.00 -149.50 -1M•SO EMD END -177.56 W 10 I 1 2+06.00 _ I7 -IBM -179.01 E E -161.06 -160-01 MI 'N 12 2+07.00 9.57 _ I75A3 E -176.93 w 14 j 1 1+90.00 -170.01 -176.26 E -178X' w ' 34 47 4 152 1 1 65 70 1 I 83 I I I I I 33 1 148 51 1- 1 66 69 i i 84 d SMH NO. 7 I 30 1 1 1 1 use SM I' L.! !J �..! !J L! !! !J L 85 86 87 I I � 1 50 67 68 is E I 31 32 49 NORTH INDEX MAF' SCALE: 1" = 100' -j SOUTH L� - R/W 13' I I 1 �w Came- E.t!STlN6 .!T ATM4 eiWAAe' 1�lXlrs,4TlON LlNEi PROPOSED 12" D.I.P. WATERLINE TYPICAL SECTION 64th AVENUE (NO SCALE) APPROVED: COUNTY OF RIVERSIDE, DEPARTMENT OF ENVIRONMENTAL HEALTH TITLE: DATE: IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT I CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A l 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG 111 Prtrirt rr Ifl 11 SCALE: 1" =100' 0 NORTH , R/W , c� SOUTH R/W 16' ' 5' 9' 7' ,I I I i 36" COVER AT N I FINAL GRADE C14 I PROPOSED 8" D.I.P. > 06 1 WATERLINE �-- PROP. 8" V.C.P. SEWERLINE TYPICAL SECTION PA*= CANYON ©OM VISTA COMCM COM (NO SCALE) OfI f sapli l" ' 4 , • 11 • • Lig: r THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STURCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION LIAB WITH THE ROMO HAE SOLENCE OF WORK ON NEGLGENCE OFETHE OWNEREPT OR FOR THE ENGINEER. DATE BY ) MARK ENGINEER DESIGNED BY: APPROVAL DATE412.7 CHECKE BY APPR. DATE . Z• DESCRIPTION COUNTY DATE DRAWN BY: CHECKED BY: WHW SEAL COUNTY QUANTITY ESTNiAATE: 8" V.C.P. SEWERLINE-------------------------- 2,746 L.F. 48" DIA. SEWER MANHOLE ------------------------- 14 EA. REMODEL EXISTING SEWER MANHOLE ----------------- 1 EA- ------ 4" V.C.P. SEWER LATERAL ----------- -------- -88 EA. NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN ESTIMATE OF QUANTITIES FOR BID AND PAYMENT PURPOSES. PROPOSED 8" SEWERLINE PROPOSED a SEWER LATERAL PROPOSED WATERLINE (SIZE PER PLAN) - -- PROPOSED 6" FIRE HYDRANT ASSEMBLY (WET BARREL) -� PROPOSED WATER SERVICE (SIZE PER PLAN) PROPOSED BLOW -OFF ASSEMBLY (SIZE PER PLAN) �T PROPOSED DRIVEWAY `J6' NORTH OR' SOUTH OR eAi5T R\W 18' WCgr R/W 36" COVER AT N I FINAL GRADE PROPOSED 8" > c6 l WATERLINE PROP. 8" V.C.P. SEWERLINE TYPICAL SECTION -SO~ WAY. LCIS SOW" (NO SCALE) VICINITY MAP - (No E T. S. General District dotes for Sewer 1, All sewer line construction shall conform to the Statdud Specifications for Construction of Sanitary Sewer Systems (Standard Specifications) of the Coachella valley Water District (CVWD). 2• Bedding and backfill shall be compacted in accordance with County of Riverside -Standard No. 818. 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. 5, 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. 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 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. 12. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list say be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 13. Contractor shall schedule his co:tstruction activities with the Chieffda Inspector, daily, between 3:30 and 4:30 p.m. for the following B y• If CVWD is unable to provide an inspector or inspectors, Coatractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall bs charged 1 hour of inspection time for each day of occurrence. 14. No water of sewer lines €hall be installed under dscora►:ive concrlte* tract concrete, curbs, or sidewalks without prior approval of CVWD. streets shall be paved with asphalt concrete pave0►ent- 15. These plans may be subject: to review and/or revisioai by CVWD, if construction has not begun within 12 months from DateOfApproval as shown in CVWD Drawing Approval Block. 16. Contractor shall call Dude --ground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. I certify that the design of the sewer system in Tract No. is in accordance with the sewer system expansion plans of the Coachella Valley Water Distract and that the waste disposal system is adequate at this time to treat the anticipated wcstes from the proposed tract. Date Z -A CCACHELLA VALLEY WATER DISTRICT By: Daniel I arks Director of Engineering R.C.E. No. 29572 The location of boo" laterals stall be masbsd as iellsw: streets with curbs: As "g" @ball be ChLealad of pesmsmostly marked on the curb at the location of the bourn Letorstsi mei OR affswgriate rid -range or full rauge magnetic rather maeufactured by x Electrical Products Division, Scotcbmark Marker Locator (M) or Meet @bull w VUW9d ora foot below the finished ground surface directly above the tsmd4 of the lateral. In areas where the finished grmwmd surfaaa to mohnawd 'fba mssbar @ball be installed two feet below the aseueed tSalabed gtwma, sw9a"- NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS DATE -3 EAL APPROVED BY 35-325 ' --'Varner SUITE23DATE PALM DRIVE �tOEES�S/,� ---� � M H -'W _..� CATHEDRAL CITY CA. 92234 �•Qn OR SPORT I� EPI., RIVERSIDE COUNTY, C`ALIF3 `U�G � Q n i n e e r i n (619) 321-4017 ~ R.C.E. NO 'k-1_39" EXP. DATE i G g 3 3 No. 23256 PAR BY DATE 10-16-96 CIVIL ENGINEERING LAND SURVEYING PLANNING Exp. 12/31/97N SCALE 1" - 40' BENCHMARK C.V.W.O. BM FD. CHISELED SQUARE ON N.W. COR. os OF CONC. PUMP PAD INSIDE WELL # 7993 SITE 160' W. OF CL C/ V ���� WILLIAM H. WARNER, WARNER ENGINEERING DATEOF LINCOLN, 1/8 MILE N. OF 6TH ST, AND 1/2 MILE \OF CAL1F0 R.C.E. NO 23256 EXP. DATE 12/31/97 SEPT. 1996 SOUTHERLY OF THEC OF 64TH AVE. E EV: _ -18 .36 miss t s nes ew ONE 10 FEB 97 Nm a& Z2S23 MECCA, RIVERSIDE COUNTY SEWER IMPROVEMENTS 4OF TRACT N.W. 1/4, SEC. 8, T. 7S.. R.9E., S.B.B.&M FOR W.O. OLIPHANT AND WILLIAMS, INC. C8227SD 5 SHTS FLE2 I 490. 90#9-002252J,-11 I mott;ro 14EV ISO PROFILE SCALES HORIZONTAL 1'=40' VERTICAL V=4' tv, eyxl J .,WwFW- 00% 0 h t t M AA Aw~ 1''I?1,rC ^7" AY0AWQ1W AWW AW 100 54 `u A— i whw;x w r .ma LP # 4'y4p 6 wAA., Z IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REGIUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800--422-4133 TWO (2) WORKING DAYS BEFORE YOU DIC T1,e pr;vote engineer �,QninS these ptuns is res�se[de for assurinij the accuracy and acceptanitify of the des;4n hereon. In the event of discreponcies ar .sing ofte county approval or during construction, t:he private engineer shat) The r espons0ble far deterr�w" an acceptawte sotution and revc;ing the pians I'or opprovat by the county. 3 CDN:flW47-' 9W3 k1w0*AWPgF•ft/ 4 7 8 }1 141 A.i _ Jq .e i VISTA CT. ~az S 41M ~F~ T ms LP POPW A&Az 1+ AO 40 N �I+ IL .'Si W SIS+4 I lY s9 � CIELO CT. Aw Arr. 4c LfNE ~E a SONRISA WAY. to INE "O' RECOMMENDED FOR SEAL COUNTY — - APPROVAL — _ — IL 0rti — - -- ---- DATE: Mg. 33960 — - -- _� --- --- - -- CHECKED By APPR. DATE .`. QVIL DATE BY MARK DESI:RIPTION ENGINEER COUN I Y DATE DE�IGNE:D BY: SER DRAWN BY: RSF CHECKED EY: 1%/HW %i 77 w �4�Ub I ` j I 1 LAS SERENAS bra 9wz f L INE 'C 4' 8 NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DIRIV9"y 7 AREAS no leassiea of house laterals don be worked as follaaei Streets with curbs: An N" sball be etdwled or poamsnsntly marked as the curb at the location of the bwss latesels; aad as appr4eiats mid -rasp or full rands ■ymetic rebnc mosfastnred b = Qastrissl heists Diriaioa. Seetehmsrk Market Leester (M) or seal dwU be Dlesed ass fast baler the finished gr••ad surface jisestly abo a as sw■Lss of tis lateral. In areas Mere the fiaiahed grow& amts" Is ashOwrwg The awbw 4 Ml1 be iastallsd tuts fest balm the saaa■ad fladabad wood aeries. DODC.V.V.m =Ayw pP r r r . ar "M97 Iryf o •.o.,.,,,.,,r..:MOM sari a. Now. 10000 -Ow GRAPHIC SCALE 40• 0 40' C IN FEET ) 1 inch = 40 f t. _ MECCA, RIVERSIDE COUNTY SHEET APPR VED BY DATE ���� -� SEgQ � SIo�,/ Harmer 3s-32�' DATE F�;�M DRIv=� � & PROFILE SU.TE � _ _ SEWER FLAN 2 H t✓4�q\ ' CATHEDRAL CITY CF+ 9E'234 — /�� RANSPORTA DEPT., RIVERSIDE CEiUNTY, CALIFURNIA I n (619) 321- ►017 ,� engineer g f� -� �? R C.E. N0._��� — E XP. DATE= ��3� � Of _ SHTS. TRACT 28436 Ion No 23256 ��, P ARE Y CIVIL ENGINEERING LAND SURVEYING PLANNING FILE NO. Exp. 12/31/97 =0 DATE Q - SCALE - _ BENCHMARK CvwD BM FD CHISELED SQUARE ON Nw COR OF /�/Y. �•6, .SEG- 8, T. 7S., R.4E. £Bd�Y 1�" l� �,ti WILLIAM H. WARNER, wARNE ENGINEERING 1 CONC. aUMP PAD INSIDE WELL 799:1 SIZE 1E.0 wvo . ❑F CL OF FOR 82z� SD 23256 EXP. DATE lc"'/31'97 DATE OCT, 1996 TI EC��NOF/ 64TH ST.ILE OE _EVF�: ST AND 1:35 3Er 1I` MILE SOUTHERLY OF IJLIPHAN T AND w'ILL.lAMS INC. CA1PIj/ PC E NO- — () 22524 I ` j I 1 LAS SERENAS bra 9wz f L INE 'C 4' 8 NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DIRIV9"y 7 AREAS no leassiea of house laterals don be worked as follaaei Streets with curbs: An N" sball be etdwled or poamsnsntly marked as the curb at the location of the bwss latesels; aad as appr4eiats mid -rasp or full rands ■ymetic rebnc mosfastnred b = Qastrissl heists Diriaioa. Seetehmsrk Market Leester (M) or seal dwU be Dlesed ass fast baler the finished gr••ad surface jisestly abo a as sw■Lss of tis lateral. In areas Mere the fiaiahed grow& amts" Is ashOwrwg The awbw 4 Ml1 be iastallsd tuts fest balm the saaa■ad fladabad wood aeries. DODC.V.V.m =Ayw pP r r r . ar "M97 Iryf o •.o.,.,,,.,,r..:MOM sari a. Now. 10000 -Ow GRAPHIC SCALE 40• 0 40' C IN FEET ) 1 inch = 40 f t. _ MECCA, RIVERSIDE COUNTY SHEET APPR VED BY DATE ���� -� SEgQ � SIo�,/ Harmer 3s-32�' DATE F�;�M DRIv=� � & PROFILE SU.TE � _ _ SEWER FLAN 2 H t✓4�q\ ' CATHEDRAL CITY CF+ 9E'234 — /�� RANSPORTA DEPT., RIVERSIDE CEiUNTY, CALIFURNIA I n (619) 321- ►017 ,� engineer g f� -� �? R C.E. N0._��� — E XP. DATE= ��3� � Of _ SHTS. TRACT 28436 Ion No 23256 ��, P ARE Y CIVIL ENGINEERING LAND SURVEYING PLANNING FILE NO. Exp. 12/31/97 =0 DATE Q - SCALE - _ BENCHMARK CvwD BM FD CHISELED SQUARE ON Nw COR OF /�/Y. �•6, .SEG- 8, T. 7S., R.4E. £Bd�Y 1�" l� �,ti WILLIAM H. WARNER, wARNE ENGINEERING 1 CONC. aUMP PAD INSIDE WELL 799:1 SIZE 1E.0 wvo . ❑F CL OF FOR 82z� SD 23256 EXP. DATE lc"'/31'97 DATE OCT, 1996 TI EC��NOF/ 64TH ST.ILE OE _EVF�: ST AND 1:35 3Er 1I` MILE SOUTHERLY OF IJLIPHAN T AND w'ILL.lAMS INC. CA1PIj/ PC E NO- — () 22524 r- PROFILE. SCALES = HORIZONTAL 1'=40' VERTICAL 1'=4' M� VA - � s 1�• �G►GrQ ~4W..if JWY AW Z IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG LOT A� ,r,�rwrawlr �� The private en er signing these plans is responsible for assuring the accuracy and acceptability of the design hereon In the event of discrepancies arising after county approval or during construction, the private engineer shalt be responsible for deternwAng an acceptable solution and revising the plans for approval by the county. s ,A�WOW AJ*NWA0W ~ joymow AW *AermweAlt? - fW r YAWNrAO0 a, s: O.00foO f 3 JV w Aa• iw .0- 0.20 --0-ft I I! A00//J"!!' PAINTED CANYON COURT_ L /NE 'G" l NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWLY AREAS RECOMMENDED FOR APPROVAL _ / IDA TE -- CHECKED BY DATE BY MARK DESCRIF ^'v APPR, DATE L• ENGINEER C UN Y DATE 21t. D�SIGNED BY; JER DRAWN BY: RSP CHECKED BY: WHW -%-Owrl SEAL couNTY 15 .�f "170 -180 ~IN4 /my caw i 1z Oar ANO sfhw Z .4'1 W W41 4W 4 4V mmt *MOT OT o VISTA COURT _ GRAPHIC SCALE L/IYE #�~ :-- Mm. 40' 0 40' 0' 120' She location o bouse laterals oball be wrbd as follows: Streets vttb curbs: An "S" shall be ehiaeloi or *e:amwatlY mark" as the curb at the loeatism of the bomse laterals; 804 a ailroPriate C IN FEET i ull-ramie or full ramie rimstic marker =. factored by N[ Electrical Products 1 lfteh = 40 f t. Dtvialoao Seotchmsrk Marker Locator (M) or moral 86&11 be *lard ems toot below the fiaishd ground suvtwA tirectl7 above the torulmmo of the lateral. In areas rbore the flalobed Sroua/ surface is mmhmw� ha marker shall be iwtalld tw icor below tSo aawosA iimisbod irawd surface. SE T�� APPR VED BY DATE -IZ�fZ72 v MECCA, RIVERSIDE COUNTY QRdFE�SIp�, Varner 35-325 DATE PALM DRivE H !� 9� SUITE 232 SEWER PLAN & PROFILE 3- pORWON DEPT., RIVERSIDE COUNTY, CALIFORNIA engineering CATHEDRAL CITY CA. 9�c 34 Y � ?a '(619) 321-4017 p Z R C E N0. 3 _. EXP DATE l��} No, 23�'S6 � OF 5 SHTS. TRACT 28436 Id Exp 12/31/97 AD RED DATE CIVIL ENGINEERING LAND SURVEYING PLANNING FILE NO. C,1 1� ti� SCALE 1• = 40, BENCHMARK i CVWD BM FD, CHISELED SQUARE ON NW COR. OF & ko SEC. S L7.£ .e3� V M H. ARN WA N R ENGINEERING CONC PUMP PAD INSIDE WELL 4 7993 SITE 1611' ',w. OF CL OF FOR 1""8227 i INCU�N, 1/8 MILE N. OF 6TH ST AND 1/2 MILE SOUTHERLY OF SD CA R.C.E. N0 23256 _ EXP. DATE 12/31/97 DATE [ICT. 1996 THE CL OF 64TH ST. ELEV -185.36 OLIPHANT AND 4ILLIAMS, INC. 490&00. 22525 --..I Ale f7 JAW .3S .f4 m—rill M - N - I - - ,, • f rpt - co ar o'4f� Oro •t - 20A. ' o� �1+ C '� 41W 1h 3 f7 *is. f V 1z Oar ANO sfhw Z .4'1 W W41 4W 4 4V mmt *MOT OT o VISTA COURT _ GRAPHIC SCALE L/IYE #�~ :-- Mm. 40' 0 40' 0' 120' She location o bouse laterals oball be wrbd as follows: Streets vttb curbs: An "S" shall be ehiaeloi or *e:amwatlY mark" as the curb at the loeatism of the bomse laterals; 804 a ailroPriate C IN FEET i ull-ramie or full ramie rimstic marker =. factored by N[ Electrical Products 1 lfteh = 40 f t. Dtvialoao Seotchmsrk Marker Locator (M) or moral 86&11 be *lard ems toot below the fiaishd ground suvtwA tirectl7 above the torulmmo of the lateral. In areas rbore the flalobed Sroua/ surface is mmhmw� ha marker shall be iwtalld tw icor below tSo aawosA iimisbod irawd surface. SE T�� APPR VED BY DATE -IZ�fZ72 v MECCA, RIVERSIDE COUNTY QRdFE�SIp�, Varner 35-325 DATE PALM DRivE H !� 9� SUITE 232 SEWER PLAN & PROFILE 3- pORWON DEPT., RIVERSIDE COUNTY, CALIFORNIA engineering CATHEDRAL CITY CA. 9�c 34 Y � ?a '(619) 321-4017 p Z R C E N0. 3 _. EXP DATE l��} No, 23�'S6 � OF 5 SHTS. TRACT 28436 Id Exp 12/31/97 AD RED DATE CIVIL ENGINEERING LAND SURVEYING PLANNING FILE NO. C,1 1� ti� SCALE 1• = 40, BENCHMARK i CVWD BM FD, CHISELED SQUARE ON NW COR. OF & ko SEC. S L7.£ .e3� V M H. ARN WA N R ENGINEERING CONC PUMP PAD INSIDE WELL 4 7993 SITE 1611' ',w. OF CL OF FOR 1""8227 i INCU�N, 1/8 MILE N. OF 6TH ST AND 1/2 MILE SOUTHERLY OF SD CA R.C.E. N0 23256 _ EXP. DATE 12/31/97 DATE [ICT. 1996 THE CL OF 64TH ST. ELEV -185.36 OLIPHANT AND 4ILLIAMS, INC. 490&00. 22525 t PROFILE SCALES 1 :r E_ 1y T 11- L yr' ANOM t Arr , , !LAW f ~ ACAN AM 0.1 X OSA! LINA � �°� – – i- .�r see► lWr. t JQNWAW AWY IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG The private engOnVOr SiQmiftg these plans is responsible for assuring the QCCuraCy aaCl acceptaba-t r of tk- dts+gn Ktreom In the event of discrepancies arising of ter county app��wal or during construction, the priivte enaneer shall beores responsible for deter an acceptable solution and revising the plans for app► y the county. X Aj"w.w 4 Rl.P- .fAt0• T 0/' l,F 8` A' xw-, �w � w ajws o ac -s spa a� � ' ••� �iilifi 1 elm CIELO COURT. 4 ate. p un Q 1ss GRAPHIC SCALE i 40 0 PIZP'ft 69 4fA9 .T�t 4f19 ./ "c.a r 6T t~s 104""me, Nuri lataeals snail N umb" as fsllws: lt"ece with ewbe: is -s- ABU �� ed ?s .atb.a w era aper ae a e"ttiw of � aetssr, b 3K tlsetrual lssirsts sfd-rays or full says aaNstie aaebsr syll N flass� sas fest lyiaiaiw. lisataraslt liartisr Lseatsr (So) ec of ty lateral. be wr the ftstaisi Stam aurfaes "C"Cly "0" eM s sra11 is In asps rusts the f isiaMi isuri sueiaas is +�31 llrs asrlts iaatalisi tm fust Nim tbs aaa�si fisiaM� ifs astfaes- NOTE: NO SEWER Lt Tv -PALS TO BE CONSTRUCTED IN DRIVEWAY AREAS „o. (IN FEET ) I Inch= 40 f t. RECOMMENDED FOR SEAL COUNTY APPROVAL. Amp, E Y DATE 33960 CHECKED 3Y �; Ell/.6-w4 DATE BY APPR, DATE MARK DESCRIPTION ENGINEER UN Y DATE vf DESIGNED BY: JER DRAWN BY: RSP CHECKED BY, WNW 10V`0 L lN� • AO AM O#r. Z .yaw M AW1 y .0-2 r dlJ1 147 GAr N';CAP i!Wi e mo AM it" s LAS SERENAS .V.V. AVAL art a ���► ® - Chars,lie •% ...��.�— O �' - i AV C�Vr GRAPHIC SCALE 40' 0 40• �, C IN FEET ) I inch = 40 f t. MECCA, RIVERSIDE COUNTY APPR VED BY DATE -91 SE QROI'ESSI\ —�4 Varner 35-325 DATE PALM DRIVE EWER PLAN PROFILE --v SUITE 232 S M H. I✓ -� CATHEDRAL CITY CA. 92234 v 2��� F ANSPORT DEPT, RIVERSIDE COUNTY, CALIFORNIA — : n , n e e r n g (619) 321-4017 .�EXP. DATE A��� 9� ' ' v OF SHTS. R.C.E.0. _j S RCE 28436 TRACT LD L No. 23256 'VP RED DATE CIVIL ENGINEERING LAND SURVEYING PLANNING FILE IND. Exp. 12/31/97 �J A SCALE � - � BENCHMARK 1 CVWD BM FD. CHISELED SQUARE ON NW ICDR.FOF /�II!�s, W.D. � � -�\ �9l C f' J�/��Q - 1 - 40 CONC PUMP PAD INSIDE WELL M 7993 SITE 160' W. OF L 0 �n WILLIAM H. WARNER, WARNER ENGINEERING LINCGLN, 1/8 MILE N. OF 6TH ST. AND 112 MILE SOUTHERLY OF OOLIPHANT AND WILLIAMS, INC. 8227 SD \� �CALIF� R.0 E N13- 23256 _ EXP. DATE 12/31/97 DATE OCT, 1996 THE CL OF 64TH ST. ELEV -185.36 J008 -m-00 2265 L 1YA6 ~G If ~ AWZ' f j wtolf IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG (I&mll.71^6rWI rawv l•jr 8o SGP 61�L S LAS SERENAS ............ Im IM eF °B`' The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon.In the event of discrepancies arising after county for deterowww+oval or g an acceptableing nstruction, the sol tion and revising tthenppllansr forlt be approval responsible Bible y the county. 40' 2 A / � 00o Do � SPP„PPPPPrr«<,. GRAPHIC SCALE ( IN FEET ) lurch= 40 ft. -170 RECOMMENDED FOR APPROVAL IDA TE CHECKED BY DATEBY MARK APPR. DATE L-- ENGINEEREDESCRIPTION COUNTY DATE` DESIGNED BY: JER DRAWN BY: RSP CHECKED BY: WHW 4vW77XWr 7f.;WAP I 0�1 fWOWAV, ,}tJ1�Mi� �1 —s ,L -T At I w �►iI/pOENl,4 <wvRT � N'/I; iw <✓wo ( �ow�v wfs"v. �t ion: mm -ClICN TO K FV=ZD - mim � S; I TV Y Pm Sones mm 70 ss zoom m RZSNCi W DISUICT MEPICMIL. F-4 G�'1W47' 16'1. ;Z L)P LINj �4 H r$'ip 5-0�� ow A+%-- 2 LINE "A” V z"01 mol x 0 i9f11'Irl W 0'4n fl -W ,0~ �n�vr�uv er�siv 40' e_ a._ o D � o GRAPHIC SCALE 0 40' 80' ( IN FEET . ) 1 inch= 40 f t. 120' NOTE: NO SEWER LATERALS TO BE CONSTRUCT=D IN DRIVEWAY AREAS Tae location of hoaoe LateraLs shall k awahud as JoLlass: itvaste with esrbs s As h" abail be oblooLed or yommomtiT narked on tba curb at the Iocatton of rim bmwee lata vug swo sa aptv"Clate gad -mase or fnll T "ge .osmatic meftr mmoteetumod by ]It Qastrleal !waists DI-W.aa. R-o:t%mmrk Marker Locator (») or e usl shalt! be V1lasod ams foot below the flaiohed btoaaf surface directly above tbo tasadw of the Lateral. In areas ■bane tye fiaimbed frowi wafase is mainsnajm The Mrkat scall be iumtalld t"s feet bales the asaswsd fia/sisd Pound asrfsom. �•� �.- -tea .- —� MECCA, RIVERSIDE COUNTY SEAL COUNTY SE QRflFESSI� APPROVED BY DATE 3/��/97 _Varner S2PALM DRIVE H.wqUI E32 SEWER PLAN PROFILE 5 A. 0 (v � 2 F RANSPD IDN DEPT., RIVERSIDE COUNTY, CALIFORNIA � � � CATHEDRAL CITY CA. 92234 r �~v �� EXP DATE 6 3l 9� engineering g I n e e r I n g (619) 3?1-4017 OF 5 -SHTS. u R.C.E NO28436 L Exp ,2;3;;9, RE B DATE CIVIL ENGINEERING LAND SURVEYING PLANNING ILE No. N.b! ko. SEC. d, r. 75 , R 9E., SQ AL >4AK _ I CHMARK d CVWD HM FD. CHISELED SOIIARE ON NV COO Of t L11►h- s1 C tiQ _ SCALE 1 = 40 p�,1P pAD INSIDE VEL 799 SITE 160 W. L OF OR W.O. c MM 3 lQ1►t,�'f 9�F I V 1 Q� ILLIAM H. WARNER, WARNER ENGINEERING DATE LINCOLN, 1/8 MILE N. OF 6N ST. AND 1/2 MILE SOU OLIPHANT AND WILLIAMS, INC. 8227 SD OF CAL -W R.0 E N0._ 23256 __ EXP DATE 12/31/97 OCT• 1996 T F 4TH T. • 22627 s t L 1YA6 ~G If ~ AWZ' f j wtolf IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG (I&mll.71^6rWI rawv l•jr 8o SGP 61�L S LAS SERENAS ............ Im IM eF °B`' The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon.In the event of discrepancies arising after county for deterowww+oval or g an acceptableing nstruction, the sol tion and revising tthenppllansr forlt be approval responsible Bible y the county. 40' 2 A / � 00o Do � SPP„PPPPPrr«<,. GRAPHIC SCALE ( IN FEET ) lurch= 40 ft. -170 RECOMMENDED FOR APPROVAL IDA TE CHECKED BY DATEBY MARK APPR. DATE L-- ENGINEEREDESCRIPTION COUNTY DATE` DESIGNED BY: JER DRAWN BY: RSP CHECKED BY: WHW 4vW77XWr 7f.;WAP I 0�1 fWOWAV, ,}tJ1�Mi� �1 —s ,L -T At I w �►iI/pOENl,4 <wvRT � N'/I; iw <✓wo ( �ow�v wfs"v. �t ion: mm -ClICN TO K FV=ZD - mim � S; I TV Y Pm Sones mm 70 ss zoom m RZSNCi W DISUICT MEPICMIL. F-4 G�'1W47' 16'1. ;Z L)P LINj �4 H r$'ip 5-0�� ow A+%-- 2 LINE "A” V z"01 mol x 0 i9f11'Irl W 0'4n fl -W ,0~ �n�vr�uv er�siv 40' e_ a._ o D � o GRAPHIC SCALE 0 40' 80' ( IN FEET . ) 1 inch= 40 f t. 120' NOTE: NO SEWER LATERALS TO BE CONSTRUCT=D IN DRIVEWAY AREAS Tae location of hoaoe LateraLs shall k awahud as JoLlass: itvaste with esrbs s As h" abail be oblooLed or yommomtiT narked on tba curb at the Iocatton of rim bmwee lata vug swo sa aptv"Clate gad -mase or fnll T "ge .osmatic meftr mmoteetumod by ]It Qastrleal !waists DI-W.aa. R-o:t%mmrk Marker Locator (») or e usl shalt! be V1lasod ams foot below the flaiohed btoaaf surface directly above tbo tasadw of the Lateral. In areas ■bane tye fiaimbed frowi wafase is mainsnajm The Mrkat scall be iumtalld t"s feet bales the asaswsd fia/sisd Pound asrfsom. �•� �.- -tea .- —� MECCA, RIVERSIDE COUNTY SEAL COUNTY SE QRflFESSI� APPROVED BY DATE 3/��/97 _Varner S2PALM DRIVE H.wqUI E32 SEWER PLAN PROFILE 5 A. 0 (v � 2 F RANSPD IDN DEPT., RIVERSIDE COUNTY, CALIFORNIA � � � CATHEDRAL CITY CA. 92234 r �~v �� EXP DATE 6 3l 9� engineering g I n e e r I n g (619) 3?1-4017 OF 5 -SHTS. u R.C.E NO28436 L Exp ,2;3;;9, RE B DATE CIVIL ENGINEERING LAND SURVEYING PLANNING ILE No. N.b! ko. SEC. d, r. 75 , R 9E., SQ AL >4AK _ I CHMARK d CVWD HM FD. CHISELED SOIIARE ON NV COO Of t L11►h- s1 C tiQ _ SCALE 1 = 40 p�,1P pAD INSIDE VEL 799 SITE 160 W. L OF OR W.O. c MM 3 lQ1►t,�'f 9�F I V 1 Q� ILLIAM H. WARNER, WARNER ENGINEERING DATE LINCOLN, 1/8 MILE N. OF 6N ST. AND 1/2 MILE SOU OLIPHANT AND WILLIAMS, INC. 8227 SD OF CAL -W R.0 E N0._ 23256 __ EXP DATE 12/31/97 OCT• 1996 T F 4TH T. • 22627