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912xx_swINDIO HIl t S RAIMN PID PAI MS STATE PARK (PROPOSED) ) S4+ PROJECT l 4 Si TE 'n 35TH ST W I ,- >Cn Q FRANK SINATRA DR. 39TH AVE qwr U) COUNTRY CLUB OR. 40TH ST. J a C) N a N NTM ST - 47TH AVE.. VV LLS ViCINTTY MAP /10" i BERIMUDA Nom_. ESTIMATE OF QUANTI'T'IES: 18" LEGEND 2844 LF 8" - - - W - - - INDICATES EXISTING WATER MAIN TRENCHVIMLL; LF 48" MANHOLE 31 M Av Be SLOM - - - S - - - INDICATES EXISTING SEWER MAIN 4" ---W INDICATES PROPOSED WATER MAIN PLUG i INDICATES PROPOSED SEWER MAIN INITIALBACKFI 7221 E a 16+75.18 ' T INDICATES PROPOSED SEWER LATERAL 7 7140. MH -� INDICAT€S PROPOSED WATER SERVICE CAREFULLY S 73.12 0 6 PLACE© T - INDICATES FIRE HYDRANT ANGULAR BEDDING S 7 24+75.23 4 (ROCK) KED INDICATES SEWER MANHOLE CONST. 8" VCP SEWER MH 41 S 24F 28+22.02 INDICATES SEWER CLEANOUT 74.38 S \� INDICATES GATE VALVE Q 95.69 INDICATES BUTTERFLY VALVE 74.74 ESTIMATE OF QUANTI'T'IES: 18" VCP SEWER MAIN 2844 LF 8" VCP SEWER MAIN 6530 LF STRUCTURAL ENCASEMEN3 20 LF 48" MANHOLE 31 EA B" CLEANOUT 3 EA 4" VCP SEWER LATERAL 247 EA 18" PLUG i EA COUNTY OF RIVERSIDE I DEPARTMENT OF HEALTH APPROVEDt�l�( DATE: /- 0- DEVELOPER: DEL WEBB CALIFORNIA CORPORATION 39755 BERKLEY DRIVE BERMUDA DUNES, CA. 92203 (760) 772-5300 SOILS ENGINEER: HILLTOP GEOTECHNICAL 27210 E. 3RO STREET HIGHLAND, CA. 92346 (909) 862-0897 UNDERGROUND SERVICE ALERT ORE CALL TOLL FREE 0�F �aG 1-800- 422- 4133 . IN THE UNINCORPORATED TERRITORY 0 U�+iv, CALIFORNIA E SEWR IMPROVEMENT PLANS - TRACT 28243 1 DEL NEBB'S SUN CITY - PALM DESERT, CA. CONST 18" VCP SEWERZo NOTE DM FLOW -- DIR. FLOW 1 sG - J # i S E - .y 2 12+15.00 88.50 MH #E 1 MH / 14 7" '7E �' �� i r A. 141 $ e� 4 MH 3 3 CONST 8" VCP SERER CO 83 MH *R 137 an *j 2 V "';x_p C0144*lp H #H5 CONST. 18" VCP SEWER _ Mr #6 - MH 07 PIPE BEDDING � J -- ------ -------`;. '"� -- 18"VCPSEWER MAIN --- ---- ; MTS Mti W SPACE Esc MAN HOLE NO. STATION RIM ELEV NOTE DM FLOW INV.ELEV. (OUT) DIR. FLOW 1 sG 84.21 72.42 71.59 S E 71..39 .y 2 12+15.00 88.50 MH #E 1 MH / 14 7" '7E �' �� i r A. 141 $ e� 4 MH 3 3 -- 94.04 252 A / S 7221 E a 16+75.18 ' ` S 72.78 7 7140. MH 5 7,M 91.11 WEl S 73.12 0 6 21+94.28 T - _ 73.50 73.50 S 7 24+75.23 4 <' S 73.89 CONST. 8" VCP SEWER MH 41 S 24F 28+22.02 93.01 74.38 S \� S 9 Q 95.69 74.74 245 74.74 S 10 33+46.97 97.15 12" MIN _ 75.11 S 11 36+09,18 93.53 75.48 S 75.49 S 12 15+62.50N= 10'+00 E 91.14 62 S W 83.05 S 13 13+91.589 WAS PG' - 79.47 E 14 12+47.33 N= 10+00 M Dt/2 73.34 73.34 S E 73.24 S 15 14+92.09 N= 10+00 W 83.17 74.25 74.25 S E 74.15 _ V JV +ATTC 17+23.11 N= 10+00 W T rtl� BC/8 4"MIN 75.11 75.11 S E 75.01 S 17 19+87.27 N= 10+00 W 85.76 76.08 76.08 S E 75.98 PIPE BEDDING � J -- ------ -------`;. '"� -- 18"VCPSEWER MAIN --- ---- ; MTS Mti W SPACE Esc MAN HOLE NO. STATION RIM ELEV NOTE INV.ELEV. (IN) DM FLOW INV.ELEV. (OUT) DIR. FLOW 1 IO+OON+W 84.21 72.42 71.59 S E 71..39 S 2 12+15.00 88.50 71.91 E 71.91 E 3 14+14.OIN+E 94.04 172.78 72.41 S 7221 E a 16+75.18 92.49 S 72.78 s 5 19+23.55 91.11 73.12 S 73.12 S 6 21+94.28 92.16 73.50 S 73.50 S 7 24+75.23 91.20 173.89 S 73.89 S 9 28+22.02 93.01 74.38 S 74.38 S 9 30+79.59 95.69 74.74 S 74.74 S 10 33+46.97 97.15 75.11 - S 75.11 S 11 36+09,18 93.53 75.48 S 75.49 S 12 15+62.50N= 10'+00 E 91.14 83.15 83.15 S W 83.05 S 13 13+91.589 WAS - 79.47 E 14 12+47.33 N= 10+00 M 81.44 73.34 73.34 S E 73.24 S 15 14+92.09 N= 10+00 W 83.17 74.25 74.25 S E 74.15 S 16 17+23.11 N= 10+00 W 85.18 75.11 75.11 S E 75.01 S 17 19+87.27 N= 10+00 W 85.76 76.08 76.08 S E 75.98 S is 23+87.27 93.78 177.50 S 77.40 S 19 27+97.27 87.77 78.92 S 78.92 S 20 31+87.27 90.50 82.50 SE 82.40 SE 21 35+82.27 92.52 84.60 E 84.50 E 22 38+50.28 94.73 - 86.73 E 12+14.17 90.04 - - 82.04 E r2425 12+78.53 97.53 - - 79.53 E 12+37.79 W= 10+00 N 86.98 178.90 79.90. S E 79.80 E 15+22.35 88.47 - - 80.47 E [27 12+39.47 N= 10+00 W 88.13 80.20 90.20 S E 80.10 S 28 16+39.47 90.24 82.30 S 82.20 S 29 20+26.09 92.34 84.33 E 84..23 E 30 13+07.70N+W 89.92 91.83 S 81.73 E 31 19+62.24 93.27 - - 85.27 S COOT 11+15.17 91.76 - M CON2 21+09.92 92.75 - - $4.75 E CO#i3 11+23.87 93.89 - - 75.24 Is 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTMXTICN CONTRACTOR WILL 9E THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNERL BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR Joe SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF LNOERGROIMD UTILITIES OR STRUCTURES NOT WENT SHALL BE MAGE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOW ON THE RECORDS NOPWL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE ONE PIECAUTIONMIY TO DEFER. INDEMNIFY AND HOLO DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE IT SMALL BE THE CONTRACT- PERFORMIANCE OF WORK ON THIS PROJECT,. EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL STRUCTURES CONCERTED BEFOIS STARTING WORK HI/rK MH #8 MH #H9 MH #t 19 MH #10 MH #11 INDEX MAP SCALE.- 1'= 200 FEET 0 100 200 400 600 :II • CONST. 8" VCP SERER s LU / RJWC/L 20 R/W R/W 20 C/L 20 R/W 20 _ s RECOtA FnR APPF TYPICAL SECTION ALL STREETS EXCEPT PINEKNOLL DRIVE NTS NOTE: NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE. PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTOR. TYPICAL SECTION PINEKNOLL DRIVE NTS General District Notes for Sswer 1. All sewer line construction sball eoefora to the Standard Specifications for Construction of Sanitary Sever Wstsms (S'tada=d 9111110cifications) of the Coachella Valley Water District (CVM). 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 ostablisbsd in a sanssr appraved by CVWD. S. Pipe shall be installed to within 0.02 foot tolermes of the line and grade. 9. The separation between water and 94nmr facilities shall be as specified in CVWD Standards W1. 10. Contractor shall contact the Chief Inspector, CVW, to arrange a preconstruction conference at least 43 hsurs prior to cmatruction' 11. Copies of grade sheets shall be submitted to Chief Tsspector prior to construction. 12. Contractor shall submit to CVWD a list of amt•ri&" to be used prior to the preconstruction conference. Only rtsriala om the approved list may be used. List shall include quantity, manufacturer, msdsl, size, and other pertinent data. 13. Contracts 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, Coutractor shall reschedule its work for smother time. If Contractor elects to cancel scheduled work witbout :otic& to CVWD, Contractor shall be charged 1 hour of inspection ties for each day of occurrence. 14, iso water or sewer lines shall be installed under dative concrete, concrete, curbs, or sidewalks without prior appraV&1 of CVWD. All in -tract streets shall be paved with asphalt concrete pave0isat- 15. These plans say be subject to review amd/or revision, by CVWD, if construction has not begun within 12 months from Data of Approval as shown in CVWD Drawing Approval Block. 16. Contractor shall call Underground Service Alert at 1_400-422-4133 at least two Working days prior to start of construction. t I certify that the design of the sewer system in Tract No. 4XW143 is in accordance with the sewer system expansion plans of the Ctgachella Valley Water District and that the waste disposal system is adequate at this time to treat the anticipated wastes from the proposed tract. Date: 1 21a COACHELLA VALLEY WATER Di STRICT By: oniel L. Parks Director of Engineering R.C.E. No. 3-'W4e a • BENCHMARK: RIVERSIDE COUNTY BENCH MARK: BRASS DISK IN CONCRETE POST, STAMPED "603-37"3.6 MILES NORTHWEST ALONG INTERSTATE 10 FROM STATE HWY 111 AT "Y" IN INDIO. THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE BRASS DISK SET IN 12" CONCRETE CYLINDER. MONUMENT IS 6.0 FEET BELOW ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCEPANCIES RAILROAD TRACTS AND 0.8 FEET ABOVE GROUND. 254.0 FEET NORTHWEST OF ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER NEW WASHINGTON STREET OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE W/ SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON THE PLANS FOR APPROVAL BY COUNTY. STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACK OF RAILROAD ELEVATION: 103.651 ADJUSTMENT: 1970 SEAL SEAL COUNTY APPROV BY D E: 10 QPpFES810A, ��h� p GM�1#Sr `mss O Oro: F 5k KHAL DATA N PT RIVERSIDE COUNTY. CA E y 41 1 N E E R I M O _ _ 77-682 COUNTRY CLUB DRIUE. STE F-2 R C E NO. 33950 EXP GATE: 5 PALM DESERT. CA. 92211 c� No. 50083 i ^' PH ( 760) 345- 7808 F A x ;760) 345-4727 dc E�Hp. Ob_� e � NL 33950 * PRE P AR TE: 1VI't- ` KE M I _ T I ANSE N � E: AS NOTED E/OBWG(. mvivas am OhmROf A`SEE ABOVE R C E N0 50083 EXP DATE 6 34-QI mvu. JUL Y 1997 wet ". am 01/09/98 ow w. 23439 am I mm. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEWER IMPROVEMENT PLANS TRACT N0. 28243 OF TITLE SHEET IN THE, SE 1/4 OF SECTION 31. T 4 S. R 7 E, SBM Flt DEL WEBB CALIFORNIA CORP I r.o. MR 9 12,0,wX X 23439 v ns 99 nIn �Q J ff I I I1 1 s3 85 Iq r� -CONTRACTOR TO 'VERIFY } -11111 INVERT ElEV PRIOR �' 75 80 ID THE START OF My CONSTRUCTION 70 75 iutuv 70 PROFILE oo.r".CL SCALES VERT 1"-4 ' CON"� ar., IiCIRI i " =4fl ' 1w.._. rLowr ¢_a 9+00 PLAN 8+00 13+00 oaoao«•Ln SCaLE 1 "= 40 U-0 The location of house laterals shall be marked as follows: Streets with curbs: An "S" shall be chiseled or permanently marked on the curb at the location of the ban" laterals; and sa appropriate aid -range or full range magnetic marker smmmfactured by M Electrical Products TURNBERRYDivision, Scotcheark Marker Locator (M) or equal shall be placed ane feet ISLE DRIVE below the finished ground surface directly above the te�.as of the lateral. In areas where the finished ground surface is unknowup lha marker shall be installed two feet below the assumed finished ground surface. n=6' 36'26 " R=1780.00 80o_ 1-800- + + o � u 4Z SANDALWOOD ^_j = 4133 ^ ..Q 71 �Q Q J Q NPE DE T470 L ~(n (n v � r Lo'n a - UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE nQ AM CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY a No. 50063 z rn :D OTHERS AND THOSE SHOWN ON THE RECOFDS EXAMINED ARE INDICATED WITH �' � THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK THESE PLANS OR PPOCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS AEOUIRE- :"i _ �, � . �,:��,.�, � IXC • R � ��ii EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY _�' L -199.01 - C� - C 7 18, PERFOF*sANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING -SEWER s _T :.. TOP OF PPaVOSED *C R SEVER MAI* t WOMEN 95 00-11 +8o- 13+00 12+00 11+00 • ig PINEKNOLL AVENUE P/L JNF 90 P/L ul L=261.17 MATCH NE T=130- PROP SIDEWALK PROP CURS 6 GUTTER SEE S EET 5 PRL 93 n te!R�� CL 96 a + a` 97 98 r J m O + 1-' (n r + v _j 0.. a , C V p - _ y ^Q J Q Q J - J . + + ^ r + r ^Q ^Q _ � Q (n R ` J J -. r-- ._ _ - -- _ - f 75 v ns 99 nIn �Q J ff I I I1 1 s3 85 Iq r� -CONTRACTOR TO 'VERIFY } -11111 INVERT ElEV PRIOR �' 75 80 ID THE START OF My CONSTRUCTION 70 75 iutuv 70 PROFILE oo.r".CL SCALES VERT 1"-4 ' CON"� ar., IiCIRI i " =4fl ' 1w.._. rLowr ¢_a 9+00 PLAN 8+00 13+00 oaoao«•Ln SCaLE 1 "= 40 U-0 The location of house laterals shall be marked as follows: Streets with curbs: An "S" shall be chiseled or permanently marked on the curb at the location of the ban" laterals; and sa appropriate aid -range or full range magnetic marker smmmfactured by M Electrical Products TURNBERRYDivision, Scotcheark Marker Locator (M) or equal shall be placed ane feet ISLE DRIVE below the finished ground surface directly above the te�.as of the lateral. In areas where the finished ground surface is unknowup lha marker shall be installed two feet below the assumed finished ground surface. n=6' 36'26 " R=1780.00 80o_ 1-800- + + o � u 4Z SANDALWOOD ^_j = 4133 ^ ..Q 71 �Q Q J Q NPE DE T470 L ~(n (n v � r Lo'n a - UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE nQ AM CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY a No. 50063 z rn :D OTHERS AND THOSE SHOWN ON THE RECOFDS EXAMINED ARE INDICATED WITH �' � THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK THESE PLANS OR PPOCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS AEOUIRE- :"i _ �, � . �,:��,.�, � IXC • R � ��ii EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY _�' L -199.01 - C� - C 7 18, PERFOF*sANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING -SEWER s _T :.. STRUCTURES CONCERNED BEFORE STARTIM WORK. MARK WOMEN ol:slaN 00-11 +8o- 13+00 12+00 11+00 • ig PINEKNOLL AVENUE P/L JNF P/L P/L 4 R=i°4°o2. SE SHEET 3 L=261.17 MATCH NE T=130- PROP SIDEWALK PROP CURS 6 GUTTER SEE S EET 5 PRL 93 n te!R�� CL 96 a + a` 97 98 r J m O + 1-' (n r + v _j 0.. a , C V p - _ y ^Q J Q Q J - J . + + ^ r + r ^Q ^Q _ � Q (n R ` J J v ns 99 nIn �Q J ff I I I1 1 s3 85 Iq r� -CONTRACTOR TO 'VERIFY } -11111 INVERT ElEV PRIOR �' 75 80 ID THE START OF My CONSTRUCTION 70 75 iutuv 70 PROFILE oo.r".CL SCALES VERT 1"-4 ' CON"� ar., IiCIRI i " =4fl ' 1w.._. rLowr ¢_a 9+00 PLAN 8+00 13+00 oaoao«•Ln SCaLE 1 "= 40 U-0 The location of house laterals shall be marked as follows: Streets with curbs: An "S" shall be chiseled or permanently marked on the curb at the location of the ban" laterals; and sa appropriate aid -range or full range magnetic marker smmmfactured by M Electrical Products TURNBERRYDivision, Scotcheark Marker Locator (M) or equal shall be placed ane feet ISLE DRIVE below the finished ground surface directly above the te�.as of the lateral. In areas where the finished ground surface is unknowup lha marker shall be installed two feet below the assumed finished ground surface. n=6' 36'26 " R=1780.00 80o_ 1-800- + + o � u 4Z SANDALWOOD ^_j = 4133 ^ ..Q f■ �Q Q J Q 2 WORKING DAYS BEFORE YOU DIG ~(n (n v � r Lo'n a - UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE nQ AM CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY a No. 50063 z rn :D OTHERS AND THOSE SHOWN ON THE RECOFDS EXAMINED ARE INDICATED WITH �' � THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK THESE PLANS OR PPOCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS AEOUIRE- :"i _ �, � . �,:��,.�, � IXC • R � ��ii EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY _�' r ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFOF*sANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING • s FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL :.. STRUCTURES CONCERNED BEFORE STARTIM WORK. MARK WOMEN ol:slaN �1RG•E` SDI • v ns 99 nIn �Q J ff I I I1 1 s3 85 Iq r� -CONTRACTOR TO 'VERIFY } -11111 INVERT ElEV PRIOR �' 75 80 ID THE START OF My CONSTRUCTION 70 75 iutuv 70 PROFILE oo.r".CL SCALES VERT 1"-4 ' CON"� ar., IiCIRI i " =4fl ' 1w.._. rLowr ¢_a 9+00 PLAN 8+00 13+00 oaoao«•Ln SCaLE 1 "= 40 U-0 The location of house laterals shall be marked as follows: Streets with curbs: An "S" shall be chiseled or permanently marked on the curb at the location of the ban" laterals; and sa appropriate aid -range or full range magnetic marker smmmfactured by M Electrical Products TURNBERRYDivision, Scotcheark Marker Locator (M) or equal shall be placed ane feet ISLE DRIVE below the finished ground surface directly above the te�.as of the lateral. In areas where the finished ground surface is unknowup lha marker shall be installed two feet below the assumed finished ground surface. n=6' 36'26 " R=1780.00 PIPE BEDDING 3 STA 18VC P SEWER MAIN 1 4„ LAT \ NT% W. + ` J 1 g 4 Q O NOTE NO TREES AND/OR " PERMANENT STRUCTURES SHA (� 1 a STA 12*15 (nja Q STA +00 N + E (a , BE LACATED WITHIN CVW.D. 9 89 MH MI 2 n 1 ^_' 4 ESMT AS SHOWN TA 4+ 4 n .01 W N N 07'24'12"E( 8'7 �N 04'45'07'E(R) R=4646.00 85 %PEX 18" VCP SEWER MAIN w 3 _ 4N 83.27' i5"E (R) R=150 00 N SEE DIS7 DWG NO 18516 a N 0 51 ' 28'E (R) R=4 46 - QO R/W 88 86 FUT. BLOCK WA EX 4" LAT TO GATE HOUSE n N 7 36'32"W (R) R=1 86.00 1 PROP CURB 6 GUTTER $©� WIDE PROPOSED 8' SEDER MAIN PROP SIDEWALKSTA 9+07 08 SEWER ESMT Ca' EX WALL SEE SWEET 3 REMOVE TOIEXISrING , EX 8" VCP 18" SEWER MAIN R DIRECT Y♦c 4W1 110 SEE DIST DWG NO 18516 — — DISTRICT INSPE I rH EX 18' VCP SEWER MAIN Obi %SEE DIST DWG NO 18516 38TH AVENUE UNDERGROUND SERVICE ALERT CALL TOLL FREE fORE CONSTRUCT 18" VCP SEWER 80o_ 1-800- + + o � u 4Z SANDALWOOD ^_j = 4133 ^ ..Q A. �Q Q J Q 2 WORKING DAYS BEFORE YOU DIG ~(n (n v � r Lo'n a - UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE nQ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY a No. 50063 z rn :D OTHERS AND THOSE SHOWN ON THE RECOFDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE BY: TE. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK THESE PLANS OR PPOCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. PIPE BEDDING 3 STA 18VC P SEWER MAIN 1 4„ LAT \ NT% W. + ` J 1 g 4 Q O NOTE NO TREES AND/OR " PERMANENT STRUCTURES SHA (� 1 a STA 12*15 (nja Q STA +00 N + E (a , BE LACATED WITHIN CVW.D. 9 89 MH MI 2 n 1 ^_' 4 ESMT AS SHOWN TA 4+ 4 n .01 W N N 07'24'12"E( 8'7 �N 04'45'07'E(R) R=4646.00 85 %PEX 18" VCP SEWER MAIN w 3 _ 4N 83.27' i5"E (R) R=150 00 N SEE DIS7 DWG NO 18516 a N 0 51 ' 28'E (R) R=4 46 - QO R/W 88 86 FUT. BLOCK WA EX 4" LAT TO GATE HOUSE n N 7 36'32"W (R) R=1 86.00 1 PROP CURB 6 GUTTER $©� WIDE PROPOSED 8' SEDER MAIN PROP SIDEWALKSTA 9+07 08 SEWER ESMT Ca' EX WALL SEE SWEET 3 REMOVE TOIEXISrING , EX 8" VCP 18" SEWER MAIN R DIRECT Y♦c 4W1 110 SEE DIST DWG NO 18516 — — DISTRICT INSPE I rH EX 18' VCP SEWER MAIN Obi %SEE DIST DWG NO 18516 38TH AVENUE UNDERGROUND SERVICE ALERT CALL TOLL FREE fORE CONSTRUCT 18" VCP SEWER MAIN ..m: awsTROCTI1MID mz SKM SYSTEM IS APPOWM M MVICE mm TO as I�vEo 1111 10111111111Ci OF DISTRICT 11119PECTOR. REVISIONS BPAWN BY'. T + .74 RECD FOR APPROVAL SY: BOYLE EM10RNlERb(RJG DATE: O CHECKED BY: DATE: 109 V r d J "MIN U) ST 12+14.: �LiI! 12+00 11+00 NOTE: No SEWER L►TERALS TO BE R 10+oo 85 73 70 MAIN CONSTRUCTED III DRIVEWAY T U R N B E R RY SAS ISLE DRIVE P/` MATCH IN S S EET 5 ti PROP SIDEWALK n 1 10 R a PROP CURB 6 GUTTER o� 111 n 112 a 113 77 P/L - +Pik ko CU CU V r Q 3 ko .,Q Q J U-) "' c N ! I PROPOSED 30" CPP Q 80o_ 1-800- + + o � u 4Z SANDALWOOD ^_j = 4133 ^ ..Q A. �Q Q J Q 2 WORKING DAYS BEFORE YOU DIG ~(n (n v v Lo'n a - UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE nQ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY a No. 50063 z rn :D OTHERS AND THOSE SHOWN ON THE RECOFDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE BY: TE. THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK THESE PLANS OR PPOCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS AEOUIRE- :"i _ RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED♦ NOT INDICATED OR SHOW ON THE RECORDS MOFMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFER, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOW AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFOF*sANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE GIBERS OF 11E UTTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL :.. STRUCTURES CONCERNED BEFORE STARTIM WORK. MARK WOMEN ol:slaN MAIN ..m: awsTROCTI1MID mz SKM SYSTEM IS APPOWM M MVICE mm TO as I�vEo 1111 10111111111Ci OF DISTRICT 11119PECTOR. REVISIONS BPAWN BY'. T + .74 RECD FOR APPROVAL SY: BOYLE EM10RNlERb(RJG DATE: O CHECKED BY: DATE: 109 V r d J "MIN U) ST 12+14.: �LiI! 12+00 11+00 NOTE: No SEWER L►TERALS TO BE R 10+oo 85 73 70 MAIN CONSTRUCTED III DRIVEWAY T U R N B E R RY SAS ISLE DRIVE P/` MATCH IN S S EET 5 ti PROP SIDEWALK n 1 10 R a PROP CURB 6 GUTTER o� 111 n 112 a 113 77 P/L - +Pik ko CU CU V r Q 3 ko .,Q Q J U-) "' c N ! I PROPOSED 30" CPP Q OPOS D 8" MATER MAIN a _ C/ N 79. 05' 37"W 15 83 + J ^Q a J Q r (n v 103 a — CONSTRUCT 8" r+,+ + + o � 07 ^_j � a ^ ..Q A. �Q Q J Q ~(n (n v v Lo'n a 101 a 100 U z nQ R.C.E. NO. _y950 EXP DATE: 6-30-96 OPOS D 8" MATER MAIN a _ C/ N 79. 05' 37"W 15 83 + J ^Q a J Q r (n v 103 a — CONSTRUCT 8" n L, p n Z _O Y Q N � � W CV Q 3 (U I m Y O J W O is a (U O Q to a Y a 6 VCP SEWER MAIN TANGARINE COURT 0 20 40 80 120 + O F + SEAL ^Q BY: DATE 2 ^ ..Q A. J Q Q J Q ~(n (n v v Lo'n a 101 a 100 U z R/W R.C.E. NO. _y950 EXP DATE: 6-30-96 a No. 50063 z rn :D PROP CURB 6 GUTTER BY: TE. L PROP SIDEWALK 102 H a S I MASE n L, p n Z _O Y Q N � � W CV Q 3 (U I m Y O J W O is a (U O Q to a Y a 6 VCP SEWER MAIN TANGARINE COURT 0 20 40 80 120 160 SEAL SEAL APPROV BY: DATE 2 PpFESS'04' Y A. A DEPT RIVERSIDE COUNTY. CA Cy A OTHMAN �� c Y = KHALED U z �.�90 R.C.E. NO. _y950 EXP DATE: 6-30-96 a No. 50063 z rn :D # Ao-� PREP BY: TE. E� Os,�o-o� * �7r CIVl1. F OF C loOf O H a S I MASE APPA DATE R.C. N0. 50083 EXP. DATE. 6-30-01 E N® I N E E R I N 77-682 COUNTRY CLUB DRIUE. STE F-2 PALM DESERT. CA 92211 PH (7601 345-7808 FAX (760) 345-4727 SCALE AS NOTED BH»�s0ala SEE SHEET 1 B)A7E JULY 1997 STORM DRAIN 78 PROPOSED 36" CPP STORM DRAIN !L STA 10+00 W= STA 12+47 33 N MH NO 14 79 80 i V.V �,,: 81 4 011/09/98 23440 Ree[ erre. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS smT 2 TRACT N0. 28243 SANDALWOOD °F 12sws TANGARINE COURT IN THE SE 114 OF SECTION 31, T 4 S, R 7 E, SBM FGR DEL WEBB CALIFORNIA CORP r_0. for PROP 'MP OF ACPVMT s OVER SEWER MAIN = Elf TOPOF AC PVMT � OVER SEWER w UNDERGROUND SERVICE ALERT CALL TALL FREEff w MR ,- "F- r4'ti I t L ¢-7 422-- PROP 'MP OF ACPVMT s OVER SEWER MAIN = Elf TOPOF AC PVMT � OVER SEWER w k7 M- 4�1 3, 10 - - i COtdSTRU�T 8" VCP S€WAR MAIN — ' EXISTING 24' WATER MAIN 1 1 SEE DIST ONG NO 18547 1 EXIS ING 8" VCP SEWER MAIN -SEE DIST ONG NO 18516 "MIN290 n �� 1 1 1 ♦ NO: 1 1 N 64 32 1 1to 11 a 1 1 ------►t-- 1 1 BRANDYWINE AVENUE I � � 4 400 . o 1j m / W 1 m i x Cbcn x in v► m Im q '"� lrnsn rn.. n 15'22' 14" �4 loz Ivy R-294.00 100 IN n+ L=78.87 92 s:- — -+A T=39.67 I I I®ao Io • 9 GI ' TA 10+45.00 BC li �Z v CONTRACTOR TO REMOVE EXISTING 8" UG AND Porn to (n CQNINECT TO EXISTING 3D M 10 1La Z ®m ©ISMRiCT INSPELOADECTION CCTIIONT PIL 1 ( 1p1 D Pn i z r 11z 91 2 1 1 I 1 e 1 I PIL P/L I I 90 UNDERGROUND SERVICE ALERT CALL TALL FREEff w MR ,- "F- �FcfAWE t 422-- T 4133 -, 2 WORKING DAYS BEFORE YOU DIG TRENCH WALLS UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE MAY BE SLOPED ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR y OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR ._ _ THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WITIAL 9ACKFI THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, _ .-- TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HAIRLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL P'ER# AM IFAIPERTY*THAT THIS REQUIRE - CAREFULLY RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT .` PLACED BC� s, ANGULAR EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY TO DEFEND, INDEMNIFY ANO HOLD DESIGN PROFESSIONAL HARMLESS FROM 890DING MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE ( HED UTILITIES OR STRUCTURES FOUND AT VW SITE. IT '.HALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING �� PIPE BEDDING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 18"VC P SEWER MAIN k7 M- 4�1 3, 10 - - i COtdSTRU�T 8" VCP S€WAR MAIN — ' EXISTING 24' WATER MAIN 1 1 SEE DIST ONG NO 18547 1 EXIS ING 8" VCP SEWER MAIN -SEE DIST ONG NO 18516 "MIN290 n �� 1 1 1 ♦ NO: 1 1 N 64 32 1 1to 11 a 1 1 ------►t-- 1 1 BRANDYWINE AVENUE I � � 4 400 . o 1j m / W 1 m i x Cbcn x in v► m Im q '"� lrnsn rn.. n 15'22' 14" �4 loz Ivy R-294.00 100 IN n+ L=78.87 92 s:- — -+A T=39.67 I I I®ao Io • 9 GI ' TA 10+45.00 BC li �Z v CONTRACTOR TO REMOVE EXISTING 8" UG AND Porn to (n CQNINECT TO EXISTING 3D M 10 1La Z ®m ©ISMRiCT INSPELOADECTION CCTIIONT PIL 1 ( 1p1 D Pn i z r 11z 91 2 1 1 I 1 e 1 I PIL P/L I I 90 SANDALWOOD ion: NEW CONSTRUMM To n UNTIL SEWERS I IS FOR SERVICE n= IN U IN PRESENCE OF DISTRICT . SEAL 30 E''" 084"1 * I REVISIONSARS. rRRI \�: ORAWN DY: Ar MENOMONIE mom PYW%^[•�n TM f V A0 MUU7 AVCn CCWC'n 44TU 1 y ►.� 1 f \0 uk-/ 1 1 U} Vk_�' 1 IBJ 1i f T 1J I V ivi ty 1}1 IN 1 17+00 18+00 19+00 20+00 21+00 The location of house laterals shall be merhsd as follows: Streets with curbs: An "S" shall be chiseled or permanently narked on the curb at the location of the base latorals; and an appropriate aid -range or full range magnetic marker samufactured by IR Electrical Products Division. Scotchmark Marker Locator (M) or equal sM11 be placed ens foot below the finished ground surface directly above the tesadsns of the lateral. In areas where the finished ground surface is unkfssap Tbe market atoll be RECOMMENDED FOR APPROVAL BY: BOYLE ENGIIIEERING PINEKNOLL AVENUE DATE: Zlem CHECKED BY: SCALE: I' = 40' DATE: 0 20 40 80 120 160 SEAL - NTY APPROV D BY DATE: 2/10/ Y 22+00 ' u &-6.25'25' R=2506.00 L=280.96 T=140.63 182' 09' 417' M (R) 14-7 148 6W,, P/L _ est J4 0„ 01/09196 6 4 122 . ».DOL ». ,,,,,�,� .� w. �"M2 441 TAMARISK FLOWER SEE SHEET 8 MOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS 1"JpTSOiJ & CHRIST!�NSEN NSPOR T DEBT., RIVERSIDE COUNT ,CA KHALE© A. O MAN E 11 O I PI E E R I PI R . C . E . N10 . 33550 EXP DATE' _30-9d 77-682 SERI, C CLUB ORIUE. STE F-2 PALM DESERT, CA 92211 PREPA D DATE PH (760) 345-7808 FAx (760) 345-4727 K E A HAI 9cALE= AS NOTED SEE SHEET 1 R C E NO 50063 EXP. DATE. 6- JU Off_ BAiE_ ,RUL`( 1997 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS SW 3 TRACT N0. 28243 aF 12 9 PINEKNOLL AVENUE IN THE SE 114 OF SECTION 31, T 4 S. R 7 E, SBM FDR: DEL WEBB CALIFORNIA CORP W-0- Rra )< 23441 UNDERGROUND SERVICE ALERT CALL TALL FREEff MR ,- "F- �FcfAWE 1-800' 422-- T 4133 -, 2 WORKING DAYS BEFORE YOU DIG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY WILL BE OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR ._ _ THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, _ .-- TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HAIRLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL P'ER# AM IFAIPERTY*THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT WENT SHALL BE MADE TO APPLY CONTIMUiIKY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS. AND CONSTRUCTI4M CONTRACTOR FUTHER AGREES EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY TO DEFEND, INDEMNIFY ANO HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT VW SITE. IT '.HALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'$ RNPONSIBILITY TO NOTIFY THESAERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL STISCTU ES CONCERNED BEFORE STW(UO WAK . SANDALWOOD ion: NEW CONSTRUMM To n UNTIL SEWERS I IS FOR SERVICE n= IN U IN PRESENCE OF DISTRICT . SEAL 30 E''" 084"1 * I REVISIONSARS. rRRI \�: ORAWN DY: Ar MENOMONIE mom PYW%^[•�n TM f V A0 MUU7 AVCn CCWC'n 44TU 1 y ►.� 1 f \0 uk-/ 1 1 U} Vk_�' 1 IBJ 1i f T 1J I V ivi ty 1}1 IN 1 17+00 18+00 19+00 20+00 21+00 The location of house laterals shall be merhsd as follows: Streets with curbs: An "S" shall be chiseled or permanently narked on the curb at the location of the base latorals; and an appropriate aid -range or full range magnetic marker samufactured by IR Electrical Products Division. Scotchmark Marker Locator (M) or equal sM11 be placed ens foot below the finished ground surface directly above the tesadsns of the lateral. In areas where the finished ground surface is unkfssap Tbe market atoll be RECOMMENDED FOR APPROVAL BY: BOYLE ENGIIIEERING PINEKNOLL AVENUE DATE: Zlem CHECKED BY: SCALE: I' = 40' DATE: 0 20 40 80 120 160 SEAL - NTY APPROV D BY DATE: 2/10/ Y 22+00 ' u &-6.25'25' R=2506.00 L=280.96 T=140.63 182' 09' 417' M (R) 14-7 148 6W,, P/L _ est J4 0„ 01/09196 6 4 122 . ».DOL ». ,,,,,�,� .� w. �"M2 441 TAMARISK FLOWER SEE SHEET 8 MOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS 1"JpTSOiJ & CHRIST!�NSEN NSPOR T DEBT., RIVERSIDE COUNT ,CA KHALE© A. O MAN E 11 O I PI E E R I PI R . C . E . N10 . 33550 EXP DATE' _30-9d 77-682 SERI, C CLUB ORIUE. STE F-2 PALM DESERT, CA 92211 PREPA D DATE PH (760) 345-7808 FAx (760) 345-4727 K E A HAI 9cALE= AS NOTED SEE SHEET 1 R C E NO 50063 EXP. DATE. 6- JU Off_ BAiE_ ,RUL`( 1997 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS SW 3 TRACT N0. 28243 aF 12 9 PINEKNOLL AVENUE IN THE SE 114 OF SECTION 31, T 4 S. R 7 E, SBM FDR: DEL WEBB CALIFORNIA CORP W-0- Rra )< 23441 1 95 - 90 80 -75 70 —4 HVERT 1RIZ• ONSTRUCT 18VCP SEWER l� AIN arri �a� r•a� • r..r•a /J DATE_ Y UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES DR STRUCTURES REPORTED BY THE OWER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING MITH IMPROVEMENTS PURSUANT THERETO. AG EES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 0M PRECAUTIONARY TO PROTECT THE UTILITIES OR STRUCTURE'! SHOW AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT !RALE BE THE CONTRACT- OA `S RESPONSIBILITY TO NOTIFY THE OrIERS OF TME UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITr FOR .,D6 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AFO PROPERTY; THAT THIS REQUIRE- WENT SHALL BE MADE TO APPLY CONTINUOUSLY AAO NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONIMCTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, TEAL OR ALLEGED, IN CONNECTION MITH THE PERFORMANCE OF WORK ON THIS PRO.IECT, EXCEPTING LIABILITY ARISINs FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 22+00 23+00 24+00 25+00 28+00 27+00 PLAN 28+00 TRENGM WALLS 29+00 SEAL QPpFESSIpA, w GHRl�r ��F �Q r z ti � N 4� h T,� Z c7 No. 50063 z ^' EXPL064-10-01 * CjV�I �`� 'rEa�CA�Qa 30+00 31 +00 32+00 33+00 SCALE I"=40' MAV N SUM" ����©� �UlIU1�����L.111`Z1��UCJ E N A 1 N E E R I N ® 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA 92211 PH: c76o) 3A5-7808 FAX (760) 3t5-4727 R*RAnu SEE SHEET 1 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS slit. • TRACT N 0 28243 1 DF 12 BITS; PINEKNOLL AVENUE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E. SBM Font DEL WEBB CALIFORNIA CORP r_o. RRR The location of house laterals shall be narked as follows: PREP DATE: KE H A. IST N R.C. NO. 50083 EXP. DATE. 6-30-01 Streets with curbs: An "S" shall be chiseled or Permanently MAtE nEyISIONs Arm DAA DESIGNED @Y: DRAWN *Y. BY: marked on the curb at the location of the homes laterals; and as appropriate INITIAL SKF ff R WATERFALL aid -range or full range magnetic marker nammfsecured by 3H Electrical Products Division, Scotchmark !Barker Locator (M) or etmal shall be Placed one foot DRIVE below the finished ground surface directly above the tarsiaas of the lateral. In finished The be areas where the ground surface is amksoanp marker shall _.. installed two feet below the assumed finished areand surface. 34+00 • • ��� 2 WORKING DAYS BEFORE YOU QlG vvaw awa,v Ate$ arri �a� r•a� • r..r•a /J DATE_ Y UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES DR STRUCTURES REPORTED BY THE OWER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING MITH IMPROVEMENTS PURSUANT THERETO. AG EES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 0M PRECAUTIONARY TO PROTECT THE UTILITIES OR STRUCTURE'! SHOW AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT !RALE BE THE CONTRACT- OA `S RESPONSIBILITY TO NOTIFY THE OrIERS OF TME UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITr FOR .,D6 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AFO PROPERTY; THAT THIS REQUIRE- WENT SHALL BE MADE TO APPLY CONTINUOUSLY AAO NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONIMCTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, TEAL OR ALLEGED, IN CONNECTION MITH THE PERFORMANCE OF WORK ON THIS PRO.IECT, EXCEPTING LIABILITY ARISINs FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL SEAL QPpFESSIpA, w GHRl�r ��F �Q r z ti � N 4� h T,� Z c7 No. 50063 z ^' EXPL064-10-01 * CjV�I �`� 'rEa�CA�Qa SEAL- COUNTY r� jr x = t'� "460 040- 11, \'� APPROVED BY: FOR TATI KHALE A. OTHMA R . C . E . N0. 33950 DATE 2 PT RIVERSIDE EXP. DATE: 6-30-98 io 7 COUNTY, CA SEALS AS NOTED OATS JULY 1997 ����©� �UlIU1�����L.111`Z1��UCJ E N A 1 N E E R I N ® 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT, CA 92211 PH: c76o) 3A5-7808 FAX (760) 3t5-4727 R*RAnu SEE SHEET 1 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS slit. • TRACT N 0 28243 1 DF 12 BITS; PINEKNOLL AVENUE IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E. SBM Font DEL WEBB CALIFORNIA CORP r_o. RRR PREP DATE: KE H A. IST N R.C. NO. 50083 EXP. DATE. 6-30-01 MAtE nEyISIONs Arm DAA DESIGNED @Y: DRAWN *Y. BY: 4.- i T I-- - - Y _ ._ _ _ _-_ t __ — . . . 10+00 11 + +00 1200 13+00 14+00 15+00 PLAN 16+00 17+00 18+00 mZ SCALE 1"=40' Z CONSTRUCT 18" i TANGERINE "' CONSTRUCT 8 CONSTRUCT 8 TAMARISK TAMARINE POD VCP SEWER MAIN � SANDALWOOD COURT z VCP SEVER MAIM FLOWER - VCP SEWER MAIN CONSTRUCT 8 -� COURT z 113 �1:%'�'33" MATCHLINE a=33' 10'40" VCP SE =481 00 z AIN Mn 114 R=744.00 -4rn 77SEE SHEET 138 98 4 PFS �' MATCHLINE T=6930® 127 128 L=270 53 MATCHLINE )JATP�, E SHEET 2 ,J6 m SEE SHEET 8 19+00 20+00 CONSTRUCT 8" SILVER LAKE VCP SEWER MAIN TERRACE 139 111 11 1 111 • ter' '.Mn � � � � •• �' '7• ���� �� �► ��`!!i� �_ ••A•� �� iii �. • _ 99 __I No- -elm M�mmft.—� ' a=5.06'21" R=4646.00:402 �- L=414.02 w T=207.15 N 86 tM1 ps6•" a In W O In + + m a UD J J W to rn a a o� `n ru cn v co ~ Q 4 8 r 4 © a 4 a `STA 10+00 W3 77 p qu 8 5 � � (n < J U' v N 733* 521 12' W (R) 0, 79 78 39 10•,�� i J a 81 82 a i� 84 y A STA 10+00 N + W1o NR83�•27' 15"E (R) Ra650.00 83 STA 10+42.07 PCC N 04045'07'E(R) R 646-00 N 8 28' 38'W (R) e=16'04'07" PROPOSED 36" CPP R=150.00 STORM DRAIN L=42-07 T-21.17 Si UNDERGROUND SERVICE ALERT �f �CA1L:.I,,L FREE Qo. LO — 800 — 1 S�PL� 422- - / SCALE: 1" = 40' 4133 } 0 20 40 80 120 160 2 WORKING DAYS BEFORE YOU DtG UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE REC0R1)S EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTRICTISM CONTRACTOR MILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. RV ACCEPTING IES)IRED TO ASSiMi SOLE AND COMPLETE REWMIIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES CONDITIONS OWING THE COURSE OF CONSTRUCTIQN OF THE PROJECT TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES IMICLUDINS SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT HENT OWL BE MADE TO APPLY CONTINUOUSLY 00 NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS 1OORAL M1R1tiIING HOURS. Afii CONSTRUCTION CONTRACTOR FUTHER AGIREES EXAMINES THE CONTRACTOR IS REQUIRED TO TAKE DUE OM AND ANY TO DEFEND. INDEMNIFY AND HOLO DESIGN PROFESSIONAL HAAMLEU FROM MEASURES TO PROTECT THE UTILITIES W STRUCTURES SHHOMI AND ANY OTHER ANY ARO ALL LIABILITY. REAL. OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL E THE CONTRACT PEREORIANCE OF WORk ON THIS PWECT. EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OMER6 OF THE UTILITIES OR FRON THE SOLE HE6LIOENCE OF CESIGN PROFESSIONAL STRUCTURES CONCERNED iEFORE STARTING RSL. - J Q Q � Iq cn Q u STA 14+92.09 74 STA 10+00 W MH NO. 15 N 65059'30"W(R) R=1780 00 N 23'44'28"E (A) R=744.00 75 CONSTRUCT 41 f ADAMS STREET 8" VCP SEWER The location of house laterals hall be smirked as follows: Streets with curbs: An "'S" sha11 be chiseled or 1gtommestly marked on the curb at the location of the bssea laterals; asd as appropriate mid—range or full range magnetic marker massfactured by 3H electrical Prodects 01v1xion. Scotchmark Marker Locator (M) or equal shall be Placed oss feet below the finished groad swrface directly above the teeaLums of the lateral. In areas there she finished sreusd surface is wshs jp The marker shall be isatallsd two fast below the aseaased finished gsswd surface. M AI1�T TURNBERRY ISLE DRIVE NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIPEWAY AREAS RECOMMENDED FOR APPROVAL BY: BOYLE ENGINEERING DATE: Z CHECKED BY: DATE: 21f Af 21 +00 PROP SIDEWALK 247 PROP CURB 6 GUTTER R/w OD 246 \ + Q a N C CD � J J O� CjL- Cu �Q _ n + + �a n ~ o 1-- (n Q N < UU J fu. ko H J + ru . Q a 64 a aJ R1w u)Q PROP CURB & GU TER PROP 63 / SIDEWALK Q J Q .-. Q J + Q 4 Ln Q J a F �� Q STA 22+00 + SEE SIR! 73 J 72 U)Q aJ mQOD a` STA 17+23 11 N= n u~iQ a J CO 4 STA 10+00a W 70 '' �.Q tri 1.! MH NO. 18 69 c~n Q J a N 58' 33' 1 "W (R) R=1780. 0 e7 J n � 68 n a �Q J a N 41.36'4 'E (R) R=481.00 a �Q 71 67 66 STA 19+45.44 EC STA 19+87 27 N= STA 10+00 W MH No 17 N 39.28' ADAMS STREET 8" VCP SEWER The location of house laterals hall be smirked as follows: Streets with curbs: An "'S" sha11 be chiseled or 1gtommestly marked on the curb at the location of the bssea laterals; asd as appropriate mid—range or full range magnetic marker massfactured by 3H electrical Prodects 01v1xion. Scotchmark Marker Locator (M) or equal shall be Placed oss feet below the finished groad swrface directly above the teeaLums of the lateral. In areas there she finished sreusd surface is wshs jp The marker shall be isatallsd two fast below the aseaased finished gsswd surface. M AI1�T TURNBERRY ISLE DRIVE NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIPEWAY AREAS RECOMMENDED FOR APPROVAL BY: BOYLE ENGINEERING DATE: Z CHECKED BY: DATE: 21f Af 21 +00 PROP SIDEWALK 247 PROP CURB 6 GUTTER R/w OD 246 \ + Q a N C CD � J J O� CjL- SEAL SEAL - TY APPROVE BY DATE: Ir 11111111111 FOR SPORTAT PT RIVERSIDE COUNTY. CA KHALED A. OTHM E Id O I P1 E E R I ib No. 50083 = m 3 R C E NO 33950 EXP DATE' 6-30-98 77-682 COUNTRY CLUB DRIUE. STE F-2 N. 33950 PALM DESERT, CA 92211 EJlp�08.1D`OT * # Im PREPAR D Y: DA PH (760) 345-7806 FAX (760) 345-4727 CIV�� Msr><uw Svc OF- 0 Ac1f DP h A I S T I ANSEN 9R:ALE: AS NOTED MEICNMW- SEE SHEET 1 k 01 R C E NO 50083 EXP. DATE 6-30-01 8ATE JULY 1997 V. gh.ak.e: now Apprw"4: w.v..� LZI 22+00 tin J a 'Ln Q 62 tizz 61 4 01 /09 /9R osc. s. 01 23443 IN THE UNINCORPORATED TERRITORY OF ' THE COUNTY OF RIVERSIDE. CALIFORNIA SEVER IMPROVEMENT PLANS SKr 5 TRACT NO. 28243 12sms TURNBERRY ISLE DRIVE IN THE SE 114 OF SECTION 31, T 4 S. R 7 E. SBM Foto DEL WEBB CALIFORNIA CORP r.0. NOM: 912apX X 23443 �Q a + n ~ o 1-- (n Q N < UU J fu. 65 Q + a 64 a aJ R1w u)Q PROP CURB & GU TER PROP 63 / SIDEWALK 4 MATC NE °�� STA 22+00 SEE SIR! SEAL SEAL - TY APPROVE BY DATE: Ir 11111111111 FOR SPORTAT PT RIVERSIDE COUNTY. CA KHALED A. OTHM E Id O I P1 E E R I ib No. 50083 = m 3 R C E NO 33950 EXP DATE' 6-30-98 77-682 COUNTRY CLUB DRIUE. STE F-2 N. 33950 PALM DESERT, CA 92211 EJlp�08.1D`OT * # Im PREPAR D Y: DA PH (760) 345-7806 FAX (760) 345-4727 CIV�� Msr><uw Svc OF- 0 Ac1f DP h A I S T I ANSEN 9R:ALE: AS NOTED MEICNMW- SEE SHEET 1 k 01 R C E NO 50083 EXP. DATE 6-30-01 8ATE JULY 1997 V. gh.ak.e: now Apprw"4: w.v..� LZI 22+00 tin J a 'Ln Q 62 tizz 61 4 01 /09 /9R osc. s. 01 23443 IN THE UNINCORPORATED TERRITORY OF ' THE COUNTY OF RIVERSIDE. CALIFORNIA SEVER IMPROVEMENT PLANS SKr 5 TRACT NO. 28243 12sms TURNBERRY ISLE DRIVE IN THE SE 114 OF SECTION 31, T 4 S. R 7 E. SBM Foto DEL WEBB CALIFORNIA CORP r.0. NOM: 912apX X 23443 4,6 ) SERVICE ALERT CALL TOLL FREE 0- 422- 4133 MWON TOP OF AC PYNT OYEA SETEA NAIN - -- - - 1 = - SCALES VERT #"-4. "MIZ 1"=40' 24+00 25+00 26+00 27+00 PLAN 28+00 NOT : SCALE 1'l 1a 59m LAT01AU 'A m 0=111K'ILM I! m Aeras \_ MWOSE0 30' CPP STORM DAMN 8 CONSTRUCTff SCALE: 1" 40' UNDERGROIM UT IE I T I E S PH I V A I E EMC I NEER IM6 MOTE ALL UNWdONGUND UT ILIIitS QIR 01*XTMS IaPORTEO STV THE OW&A OR CONSTRIXIION tONINALION 44OWS THAT IN 6CC4LTAMMICE II1TN LY o1r" i Tt Cft Sit m ON THE 1110A 00 AM NOICAT£O MATIN ACCEPT10 [.ONfilp" i ION RWTICES. COWSTTXT AN COWTIiACT L - t"TIli IMMTE LOCA184M MW S TNi �Y ACCEPTING REQUIRED TO ASSUME SOLE as COWLETE Imaps"WIL ITr F� SITE ESE ft4W OR � MJrA i THERETO. A--v*kb COLIT10Nb UURikb I►f COAM OF COMEMWT1e1 OF THE - llAlii►ITv AMp TO IHANTIft&N FOR 4Nr (iAMAOES I11Cl1EiIN6 SAFEiti A�► IE l6 yp pair, IM41 )HIS T 14611 141610" OF U L i T I Ej M STOW Tumf S NOT HENT 9MIAL ► J& MADE lo APIl Y COgi I mmuLaL Y AMS HOT iE ► - To THIS A IE 1 ���CNOFtl6 i 11OfM iNh "Ok* t. 00 COIIYTNUC T 100 CQ*fVAC fON FUTf THE L OWS !� i b; i NUklw i ANA MSO M 614M �ENfi I DNA► - -- Tp PAu TEt 11 Ni i ii�IC T S *Nr O i H*HH AN% 00 AA ► 146 f I i Cfi Liiii i Hifi # T 1 t �11� T 1461 I LWi 14► I �OmiANE & •►HMs E1. fft C T(1N F, iT MMoit It, To H*4* E W M11iLN "'AEF.F �f►r► i c�Mfc cwl�w HlkM D Z g VCP SEWER Y ISLE DIN 52 I c,. 51 _\ MAIN IVE 0 20 40 SE AL SE AL C OUN T Y 0'' loft <�,� AL yr y� Na f6ss9 at as► Sam Dr. iV10-" 90 i 85 1 c 60 ch 75 PROPOSED TOP OF AC PUNT OVER SEWER MAIN mW +r►a Via. ixn PROPOSED W WATER AMAIN Vit► PIPE BEDDING PER DETAIL SHT I 0014 70 x•262.21 - - 70 L '41. 12 CONSTRUCT 29+00 30+00 F 34+00 232 MATCHLINE ff 18 35+00 VCP SEWER - . 38+00 J STA 34+00: SEE S 4 31 �( m 32 a 33 V. v cD m d + + a v v r - ma ma PROP SIDEWALKJ < < PROP CURB & GUTTER A/W En v m v C/L OSED 2" W TER MAIN ry 01 R=2494. L=26 .22 -1 1- — UPROPR/O -iPROP CURB & GUTTERAll!+ SIDEWALK a n=6'09'45" 4 20 .� R=2496 004 STA 33+46.97 PRC N a 48 L=267.38 MH NO 10 8 T=133.82 N 87. 1653"E (R) 164 165 F � Q )f 49 PSL Q CONSTRUCT VCP SEVER MAIN 13) LAI 0 P/L 166 0 0 iD a m o :. Ckedar t11. 1090ttm of bus lasw"o she l be as follows: Cr Straus' wl oufte: As "T Til M dHLoolod or *ewaueatly awb" .0 t.a cul at Me LaoMiAh at a" b. l.t«dLL*g mad am. aRtmptiate TURNBERRY vp fd o-rmW et full raa9s =610414a� mebor atasaaleod h IN Riaetrsaal Products f�ss1slSeotaMuar i rAabse Lemal (1110 K el orsll Uo *hood ono foot lslwr t.. ffaidHod 62"NM owwlt a dbwumJgr abw a Me toned of Me lateral. ISLE DRIVE Ia are" dears the ffaia�ad emu"oasdaaa is ,s>rYawy Ifo aiaeYa>< a1Ha11 be SEE SHEET 10 iaatallad too feet 1e1wr tfh small flyeambod goond wirtaaa./7 SCALE: 1" 40' E 1" 40' 90 120 160 PINEKNOLL AVENUE APPROV n BY DT ld 'OLF _j 11 TA MAI N 37+00 UC *&*%vwDwO POOL pPr 2AW1►L- me i r Pus . p� �r'ltf CAM4* o ops z1 pig PROP EP TEMP TUM AROUAID END CONST 18`SEWER 35 WASTALL i8" PLUG . � 0 L F C 0Umn20E .V.VA SEE 01 /09/98 ow 23444 spat Ar.e. A E IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA WAT310 1 �h C HIR14TIA[lgMM SEWER IMPROVEMENT PLANS FANSPOR I I ON DEPT R I vE RS I DE COUNTY , CA K HALED A O T HMAN t N a 1 N t t It 1 N a 91T 6 R c E NU 950 EXP DATE b ''-6W COUNTRY CLUB DAIUE. STE F-2 TRACT N0. 28243 — — — PALM DESERT, CA 92211 8Y [)ATE Pa Main 345-7we FAX i"W) 345-4727 TURNBERRY ISLE DRIVE aF 12 — PINEKNOLL AVENUE H A. t'11R S T I ANSE SSE AS NOTED ®OM[ IN THESE 1/ 4 OF SECTION 31, T 4S. R 7 E. SOME SEE SHEET 1 N k - .w nl t IRR 0A TR _ M1E191-4 JULY ' Fm DEL ME 98 CALIFORNIA COW 9.0. i! xx-, - V- -90 �:. 85 _ to 4j. .75 70 L-400.00' t• _ - T - 77,- 22+00 23+00 4,6 ) SERVICE ALERT CALL TOLL FREE 0- 422- 4133 MWON TOP OF AC PYNT OYEA SETEA NAIN - -- - - 1 = - SCALES VERT #"-4. "MIZ 1"=40' 24+00 25+00 26+00 27+00 PLAN 28+00 NOT : SCALE 1'l 1a 59m LAT01AU 'A m 0=111K'ILM I! m Aeras \_ MWOSE0 30' CPP STORM DAMN 8 CONSTRUCTff SCALE: 1" 40' UNDERGROIM UT IE I T I E S PH I V A I E EMC I NEER IM6 MOTE ALL UNWdONGUND UT ILIIitS QIR 01*XTMS IaPORTEO STV THE OW&A OR CONSTRIXIION tONINALION 44OWS THAT IN 6CC4LTAMMICE II1TN LY o1r" i Tt Cft Sit m ON THE 1110A 00 AM NOICAT£O MATIN ACCEPT10 [.ONfilp" i ION RWTICES. COWSTTXT AN COWTIiACT L - t"TIli IMMTE LOCA184M MW S TNi �Y ACCEPTING REQUIRED TO ASSUME SOLE as COWLETE Imaps"WIL ITr F� SITE ESE ft4W OR � MJrA i THERETO. A--v*kb COLIT10Nb UURikb I►f COAM OF COMEMWT1e1 OF THE - llAlii►ITv AMp TO IHANTIft&N FOR 4Nr (iAMAOES I11Cl1EiIN6 SAFEiti A�► IE l6 yp pair, IM41 )HIS T 14611 141610" OF U L i T I Ej M STOW Tumf S NOT HENT 9MIAL ► J& MADE lo APIl Y COgi I mmuLaL Y AMS HOT iE ► - To THIS A IE 1 ���CNOFtl6 i 11OfM iNh "Ok* t. 00 COIIYTNUC T 100 CQ*fVAC fON FUTf THE L OWS !� i b; i NUklw i ANA MSO M 614M �ENfi I DNA► - -- Tp PAu TEt 11 Ni i ii�IC T S *Nr O i H*HH AN% 00 AA ► 146 f I i Cfi Liiii i Hifi # T 1 t �11� T 1461 I LWi 14► I �OmiANE & •►HMs E1. fft C T(1N F, iT MMoit It, To H*4* E W M11iLN "'AEF.F �f►r► i c�Mfc cwl�w HlkM D Z g VCP SEWER Y ISLE DIN 52 I c,. 51 _\ MAIN IVE 0 20 40 SE AL SE AL C OUN T Y 0'' loft <�,� AL yr y� Na f6ss9 at as► Sam Dr. iV10-" 90 i 85 1 c 60 ch 75 PROPOSED TOP OF AC PUNT OVER SEWER MAIN mW +r►a Via. ixn PROPOSED W WATER AMAIN Vit► PIPE BEDDING PER DETAIL SHT I 0014 70 x•262.21 - - 70 L '41. 12 CONSTRUCT 29+00 30+00 F 34+00 232 MATCHLINE ff 18 35+00 VCP SEWER - . 38+00 J STA 34+00: SEE S 4 31 �( m 32 a 33 V. v cD m d + + a v v r - ma ma PROP SIDEWALKJ < < PROP CURB & GUTTER A/W En v m v C/L OSED 2" W TER MAIN ry 01 R=2494. L=26 .22 -1 1- — UPROPR/O -iPROP CURB & GUTTERAll!+ SIDEWALK a n=6'09'45" 4 20 .� R=2496 004 STA 33+46.97 PRC N a 48 L=267.38 MH NO 10 8 T=133.82 N 87. 1653"E (R) 164 165 F � Q )f 49 PSL Q CONSTRUCT VCP SEVER MAIN 13) LAI 0 P/L 166 0 0 iD a m o :. Ckedar t11. 1090ttm of bus lasw"o she l be as follows: Cr Straus' wl oufte: As "T Til M dHLoolod or *ewaueatly awb" .0 t.a cul at Me LaoMiAh at a" b. l.t«dLL*g mad am. aRtmptiate TURNBERRY vp fd o-rmW et full raa9s =610414a� mebor atasaaleod h IN Riaetrsaal Products f�ss1slSeotaMuar i rAabse Lemal (1110 K el orsll Uo *hood ono foot lslwr t.. ffaidHod 62"NM owwlt a dbwumJgr abw a Me toned of Me lateral. ISLE DRIVE Ia are" dears the ffaia�ad emu"oasdaaa is ,s>rYawy Ifo aiaeYa>< a1Ha11 be SEE SHEET 10 iaatallad too feet 1e1wr tfh small flyeambod goond wirtaaa./7 SCALE: 1" 40' E 1" 40' 90 120 160 PINEKNOLL AVENUE APPROV n BY DT ld 'OLF _j 11 TA MAI N 37+00 UC *&*%vwDwO POOL pPr 2AW1►L- me i r Pus . p� �r'ltf CAM4* o ops z1 pig PROP EP TEMP TUM AROUAID END CONST 18`SEWER 35 WASTALL i8" PLUG . � 0 L F C 0Umn20E .V.VA SEE 01 /09/98 ow 23444 spat Ar.e. A E IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA WAT310 1 �h C HIR14TIA[lgMM SEWER IMPROVEMENT PLANS FANSPOR I I ON DEPT R I vE RS I DE COUNTY , CA K HALED A O T HMAN t N a 1 N t t It 1 N a 91T 6 R c E NU 950 EXP DATE b ''-6W COUNTRY CLUB DAIUE. STE F-2 TRACT N0. 28243 — — — PALM DESERT, CA 92211 8Y [)ATE Pa Main 345-7we FAX i"W) 345-4727 TURNBERRY ISLE DRIVE aF 12 — PINEKNOLL AVENUE H A. t'11R S T I ANSE SSE AS NOTED ®OM[ IN THESE 1/ 4 OF SECTION 31, T 4S. R 7 E. SOME SEE SHEET 1 N k - .w nl t IRR 0A TR _ M1E191-4 JULY ' Fm DEL ME 98 CALIFORNIA COW 9.0. i! xx-, - V- u .;11;: CONSTRUCT VCP SEWER 3$+00 - K MAIIIN CONSTHUUT 8 VUF _ PROM E SCALES , VERT 1"'4' HORN 1"=40' 37+00 36+00 35+00 PLAN 34+00 SCALE 1"=40' 33+00 32+00 The 1osaciw of bow" lateraLs rM11 1s :meld no follows: streets with curbs: An "i" dull be chfiesisd or pommmtl] imbed so the a mb at the location of On Loves latersls; and as sllrurriate old -teals or full rums ungnatie aambsr unnotes- I by IN tLsetr1cal Predects OftlsAan. Seat ahsset Nember Locator (t•) or egas1 dwLL be }laced ons feet below an fiaLaaed /esusd surface disco ly ahwo Me taa■Aasn of the lacersl. Is &raw law tae flalabed frenal aaeiaae is .nrwsaf The amber aaall be lascalled tae feet beLow the accused finished ld surface. 31+00 95 i 90 0I f 30+00 - iw DATE: i 33 s TE 2 o W 32 F-ANSpMT T DEPT RIVERSIDE C(IUNTr• CA ,MfI ftMX ND SEIMCE ALERT CALL TOLL FK1 —8OO- 1-800- 33950 6-30-� _ _ 422- 422- R C E NO EXP DATE _ 2DRIUE. 9211 o 20 4133 PH t7601 345-7608 FAX 17601 345-4727 KFOK YOU u .;11;: CONSTRUCT VCP SEWER 3$+00 - K MAIIIN CONSTHUUT 8 VUF _ PROM E SCALES , VERT 1"'4' HORN 1"=40' 37+00 36+00 35+00 PLAN 34+00 SCALE 1"=40' 33+00 32+00 The 1osaciw of bow" lateraLs rM11 1s :meld no follows: streets with curbs: An "i" dull be chfiesisd or pommmtl] imbed so the a mb at the location of On Loves latersls; and as sllrurriate old -teals or full rums ungnatie aambsr unnotes- I by IN tLsetr1cal Predects OftlsAan. Seat ahsset Nember Locator (t•) or egas1 dwLL be }laced ons feet below an fiaLaaed /esusd surface disco ly ahwo Me taa■Aasn of the lacersl. Is &raw law tae flalabed frenal aaeiaae is .nrwsaf The amber aaall be lascalled tae feet beLow the accused finished ld surface. 31+00 95 i 90 0I f 30+00 SCALE 1 " 40' 40 80 120 too PRIVATE ENGINEERING NOTE CONiTA1CTlow CONTRACTOII MMS TIMT IN MX'AMICE WITH i1pIWLLY ACCEP"KII CON6MIXT ION Pfb1CTIClt� COSIOWTIAM CdWft%CTOI E IEMINED TO ASiSLW SOLE Me COPLETE ��SJOILITY FOR 611E CONDI T IOC S DMINS TME COQ OF CONSTASI OF TME P11SACT. INCLUDING SAFE TV OF ALL 01000s Alp PMWGMV. IMT TMtls MENT am F a %M* 10 OWL r CMT MOAK V S♦ NOT lE L M i NOINAL am INs NOhW6. AAS COwST#IC 1 IOM T(M FUTWO : _ TO IEffND. lowN llf V AND Mato MGM %=la ► MMMLEi AMY AND Att ► IA6111IV. 0" ON ALt-4460. go COMCTIMI OI1M To —. PNi OIEIMI('E k* wow (MI 1 PWA C T. E 1 bw I I ADII I T V A""w MIN THE SO& t NEw It*#" TESI" P11 low -- .. tlrN► _ 1 TURNBERRY ISLE DATE: yyzy NOTE: NO SEWER LATERALS TO BE DRIVE CHECKED BY: CONSTRUCTED IN DRIVEWAY SEAL SEAL t+ Na fold Eai► 0""I _ - - — Of CA1 wxt DATE: i 33 s TE 2 o W 32 F-ANSpMT T DEPT RIVERSIDE C(IUNTr• CA ,MfI ftMX ND SEIMCE ALERT CALL TOLL FK1 —8OO- 1-800- 33950 6-30-� _ _ 422- 422- R C E NO EXP DATE _ 2DRIUE. 9211 o 20 4133 PH t7601 345-7608 FAX 17601 345-4727 KFOK YOU UN EROWRIM UTILITIES ALL tINNOMM N6 UT IL I T IES 10 E 0 KPIORTEO by THE OVER 011 01IETM wow Imam ON Tt� 11SMINED, AN INDICATEO WITH "610 A 3 AATE LOCAT HN40 E Owalk OY ACCEpT IN6 TMTs TNF* RAMI 40 PMOMOI+NI *11M PIWKIANi TMEIETO. AOIEES TO Asaft LUSIL 1 IV AND TO 0 Madmen Fool ANY D* MMES NIVA TIN1) /ON EXISIFWk Of u IL I T Ifs am svwxyUIEs NOT iElFlrlT#D To IME Omo 4 +ATEA fill SHOW ON THE WOO" L4:w E k"41E8 TME C TNM. I! 10 1"& OCE MaCAUT IONMW hast"i TO fMIITECI IN& ut1Ll1 AkV 01MEH f1AC1tfts slMftt AAm OIIj4I�MMA1lIlT1 s >f • T#riF iMt UAi1Lf11Es TOOltlMitllACI siibll'Il�s COi1►ElitLl iiFEE f1 _.- k '-•�..a ._ _ �'I,IIAw�+� - mss. - _ SCALE 1 " 40' 40 80 120 too PRIVATE ENGINEERING NOTE CONiTA1CTlow CONTRACTOII MMS TIMT IN MX'AMICE WITH i1pIWLLY ACCEP"KII CON6MIXT ION Pfb1CTIClt� COSIOWTIAM CdWft%CTOI E IEMINED TO ASiSLW SOLE Me COPLETE ��SJOILITY FOR 611E CONDI T IOC S DMINS TME COQ OF CONSTASI OF TME P11SACT. INCLUDING SAFE TV OF ALL 01000s Alp PMWGMV. IMT TMtls MENT am F a %M* 10 OWL r CMT MOAK V S♦ NOT lE L M i NOINAL am INs NOhW6. AAS COwST#IC 1 IOM T(M FUTWO : _ TO IEffND. lowN llf V AND Mato MGM %=la ► MMMLEi AMY AND Att ► IA6111IV. 0" ON ALt-4460. go COMCTIMI OI1M To —. PNi OIEIMI('E k* wow (MI 1 PWA C T. E 1 bw I I ADII I T V A""w MIN THE SO& t NEw It*#" TESI" P11 low -- .. tlrN► _ 1 TURNBERRY ISLE DATE: yyzy NOTE: NO SEWER LATERALS TO BE DRIVE CHECKED BY: CONSTRUCTED IN DRIVEWAY SEAL SEAL t+ Na fold Eai► 0""I _ - - — Of CA1 wxt 0 - - - C.V. I.D. DRAW ArPINJVAIL ■/�■ 1 ort mos. e. At&�..�•� 0I ZEN 23445 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS s� 7 TRACT N0, 28243 OF 12 al+As TURNBERRY ISLE DRIVE IN THE SE 114 OF SECTION 31. T 4 S. R 7 E, SBM Fat DEL ME BB CALIFORNIA CORP Vjj?vwX23445 DATE: nsEns APPROV BY' TE 2 o F-ANSpMT T DEPT RIVERSIDE C(IUNTr• CA a N a I N E e R I N o K ED A OT AN 33950 6-30-� _ _ STE F-2 R C E NO EXP DATE PAL OESfRTTpCACL 2DRIUE. 9211 0 11 DATE PH t7601 345-7608 FAX 17601 345-4727 PREPA Y SCALE AS NOTED GENCau At A I I ANSE N SEE SHEET 1 H E w, 50Ud.i EXP DA IE 4 30 0I ___ r1E. JUL 1 1 99 0 - - - C.V. I.D. DRAW ArPINJVAIL ■/�■ 1 ort mos. e. At&�..�•� 0I ZEN 23445 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEVER IMPROVEMENT PLANS s� 7 TRACT N0, 28243 OF 12 al+As TURNBERRY ISLE DRIVE IN THE SE 114 OF SECTION 31. T 4 S. R 7 E, SBM Fat DEL ME BB CALIFORNIA CORP Vjj?vwX23445 1 90 80 011 •• • "•�" - •� �"� -- - -- - — ! Zit aeaaa ,�Itire+ tna lfaaatMa Ksta� omega" as a�y nom >arwc a.a.�...- 1 IJ4 OP PRSIDEWALK yt Z,°'� faatt bale" '� iba "AaA flum"d emu" swum. STA 12+64.5 PROP CURB 6 G CONSTRU 18 VCP SEWER MAIN V LAT R/W 13- - PROP SIDEW�OJLK 4 LA PROP CURB GUTTER 124 72 133 135 J J ' 121 122 R/� TA 125 = 126 127 CONSTRUCT 8" VCP SEWER MAIN 123 TA l -# �l ►� 0 4 LAT JlE GD I 11+00 136 <IJ I f MAIN o+oo 10 137 SEE/ SHEET 5 a 0 138 t J < f►1 J 73 P/L WIVIN �1 e1 _ _ Agm �t—■ . 1 : 26'00 1 ��` _�/ � .. . _ ... UMERMU14D SERVE ALERT �E�E� �AIVCPcALL rO�.L FREE CONSTRUCT 811 , ^. VA 1-800-- TAMARISK - 422- - 4133 II DAYS KFOK lieu w Pik--- -- — IJWDE RC>,R�1LMI�I UT IL I T I S PH I V A I f EMG i ME E R IMG MOTE. Ali tel u1 1t I ( IfS IM !!Wi�fi t4 MUD l>I IN& 011116N OR CUN61RUL 1 low t Uwtow 1lOft aMEti TIMI it* ACC�ICE :i let LI T#*m f110�E 9►10M1 fw [IR EXAI I EO An �1CAU a11a ACCEPTED ,,wbIwk I ION vgwIICES. C?rtors TIAI Gi1iIMCi� � � f1EIN SMAif LQCA1 ii1M Ye m [1E 00" �Y hmplIN6 MouliEO lu Abbt t tA*f 60 caftfiE � illi iiv ito $I it z 1116ft Woo 8R I+R kful" IIITM [Z PUNItIM[ THM10. AiiNEta C(114.lillowl LwoI tb INE Cqme 11 c®Mll"wildh M Iel W7�l Ail i! 1 (► AM�1 W 1 Egm F i T UA M S 111Ct ul) iw .2Af E 1 ► tw ALL �M Ail! Pili v . I I 4 rrl i — - 1 = t t 1T 1Ail[-t of tt I)1 I1I#� iM � f>1<1Giuf1Ea NIl( Out a►Mt t I* lw* Iu AM M coli Iftomai MA wi ft t /M" I M�ti i0 Im tell "kiwo A .� __�1 i/ �i�t ttt,lltt ultet► telt ,wMletn. M� iAM 1140 go~ wo btr#M �' AXAMI FIl ,,wiib/ !lift jit iu fAMA iCMftilt(IIMet► Id ti€ #IMr ItltReltit►r NiWltlN1 l F ftiM, I t t I i tit kit 11 i si iirlW►I ttti# ti A1� "% u t tic ee AMr NrD At , , 1 aM (l t t ► At t feiiiR, Awl' i wi souk I LS* u I, t# of ,t E tib 1 tom t slat 1 Itor lommo t ,r Nt+lw, aM r I 1. tt1 t 1 i i dell A t 1 1 t ► 0000 t# t es itlstt cnwta wruflfk yi f tiro t��titglQ IMIN 0► 74 75 76 77 0 20 40 SEAL : ALE. I" = 40 80 120 SE Al felt IN T Y 132 122 /L 1! N'& - CONSTRUCT 0 /L PROP S r WALK C> N V + J _ CONSTRUCT 8" TAMARINF 160 APPROVE t),*p J + o� J 129 a 128 STA 10+00 W - !M 17+23 11 N M , MH NO 16 X - N 58' 33 • 19" (R) R=1780, 00 2 N 41' 36'40 E (R) R-481 00 0 P/L i P/L �O 126 127 VCP SEWER MAIN POD CGURTf NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS �I� ���N � CHR1,1*)T1A�1MN, Fm Afi [1�E`�T RIVERS [TM COUIi�Y, CA hHAt t u A OIHMAN EN SINE RRINO N t t till1 L XP ()Ali b -.r 90 _ " Mc� COL*4I RV CLUB OA I U1 . S f f i .' VAIN Of Sf H 1 , CA W211 t' {IE {' 1 OA 1 t NH 1't+01 t4'S '808 17601 _146) 4 1.11 AL_L Meow §M 11 A", N l 1 It U E70� - SEE tiHE E 1 I N t" f OK MU083 t 1tf OA T t 6 .)l1 01 mw Jt It 1 19q, TURNBER ISLE DRI 4 716/9 Q �L = 69 N ti pXt 0 � Q � 0 70 P/t \ 71 -- CONSTRUCT 8" VCP SEINER MAIN c.v.w.jL M,%WMAll" MR clumck.: �►� �v��4s "pp""*ft mm 23446 ow.mems: IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEVER IMPROVEMENT PLANS 8 TRACT NO. 28243 TXMARISK FLOWERR w 129 TAMARINE POD COURT IN THE SE 1 4 [1f SECTION 31. T 4$. R 7 E. SOM Fm DEL MIN tW A, : F ORN I A CORP •.�. N! 11 psi • C/L NATER MAIN u _ N 4.12 rrI!0 L �. + + + + + < < J 4 t J J l J J i114 ;__ ri 119 118 117 116 115 TA + Wm } 120 R/W STA1 N 10 PROP CURB 6 GUT T R N 2 4426 E (A) 8-744.00 - PROP SIDEWALK N fs5 59'30'W (R) R=!790.00 i P/L R — — P/L ". g 1 109 110 111 112 113 ... UMERMU14D SERVE ALERT �E�E� �AIVCPcALL rO�.L FREE CONSTRUCT 811 , ^. VA 1-800-- TAMARISK - 422- - 4133 II DAYS KFOK lieu w Pik--- -- — IJWDE RC>,R�1LMI�I UT IL I T I S PH I V A I f EMG i ME E R IMG MOTE. Ali tel u1 1t I ( IfS IM !!Wi�fi t4 MUD l>I IN& 011116N OR CUN61RUL 1 low t Uwtow 1lOft aMEti TIMI it* ACC�ICE :i let LI T#*m f110�E 9►10M1 fw [IR EXAI I EO An �1CAU a11a ACCEPTED ,,wbIwk I ION vgwIICES. C?rtors TIAI Gi1iIMCi� � � f1EIN SMAif LQCA1 ii1M Ye m [1E 00" �Y hmplIN6 MouliEO lu Abbt t tA*f 60 caftfiE � illi iiv ito $I it z 1116ft Woo 8R I+R kful" IIITM [Z PUNItIM[ THM10. AiiNEta C(114.lillowl LwoI tb INE Cqme 11 c®Mll"wildh M Iel W7�l Ail i! 1 (► AM�1 W 1 Egm F i T UA M S 111Ct ul) iw .2Af E 1 ► tw ALL �M Ail! Pili v . I I 4 rrl i — - 1 = t t 1T 1Ail[-t of tt I)1 I1I#� iM � f>1<1Giuf1Ea NIl( Out a►Mt t I* lw* Iu AM M coli Iftomai MA wi ft t /M" I M�ti i0 Im tell "kiwo A .� __�1 i/ �i�t ttt,lltt ultet► telt ,wMletn. M� iAM 1140 go~ wo btr#M �' AXAMI FIl ,,wiib/ !lift jit iu fAMA iCMftilt(IIMet► Id ti€ #IMr ItltReltit►r NiWltlN1 l F ftiM, I t t I i tit kit 11 i si iirlW►I ttti# ti A1� "% u t tic ee AMr NrD At , , 1 aM (l t t ► At t feiiiR, Awl' i wi souk I LS* u I, t# of ,t E tib 1 tom t slat 1 Itor lommo t ,r Nt+lw, aM r I 1. tt1 t 1 i i dell A t 1 1 t ► 0000 t# t es itlstt cnwta wruflfk yi f tiro t��titglQ IMIN 0► 74 75 76 77 0 20 40 SEAL : ALE. I" = 40 80 120 SE Al felt IN T Y 132 122 /L 1! N'& - CONSTRUCT 0 /L PROP S r WALK C> N V + J _ CONSTRUCT 8" TAMARINF 160 APPROVE t),*p J + o� J 129 a 128 STA 10+00 W - !M 17+23 11 N M , MH NO 16 X - N 58' 33 • 19" (R) R=1780, 00 2 N 41' 36'40 E (R) R-481 00 0 P/L i P/L �O 126 127 VCP SEWER MAIN POD CGURTf NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS �I� ���N � CHR1,1*)T1A�1MN, Fm Afi [1�E`�T RIVERS [TM COUIi�Y, CA hHAt t u A OIHMAN EN SINE RRINO N t t till1 L XP ()Ali b -.r 90 _ " Mc� COL*4I RV CLUB OA I U1 . S f f i .' VAIN Of Sf H 1 , CA W211 t' {IE {' 1 OA 1 t NH 1't+01 t4'S '808 17601 _146) 4 1.11 AL_L Meow §M 11 A", N l 1 It U E70� - SEE tiHE E 1 I N t" f OK MU083 t 1tf OA T t 6 .)l1 01 mw Jt It 1 19q, TURNBER ISLE DRI 4 716/9 Q �L = 69 N ti pXt 0 � Q � 0 70 P/t \ 71 -- CONSTRUCT 8" VCP SEINER MAIN c.v.w.jL M,%WMAll" MR clumck.: �►� �v��4s "pp""*ft mm 23446 ow.mems: IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEVER IMPROVEMENT PLANS 8 TRACT NO. 28243 TXMARISK FLOWERR w 129 TAMARINE POD COURT IN THE SE 1 4 [1f SECTION 31. T 4$. R 7 E. SOM Fm DEL MIN tW A, : F ORN I A CORP •.�. N! 11 t +v ia • • i0 s W {VaA- JOLi i .- 16+00 15+00 14+00 PLAN 13+00 12+00 - SCALE 1"=40' ilii in n SEE SHEET 4 PINEKNOLL AVENUE ' rig rr� P/L ►� a-13'32'01' 152 R-506. oo E 21 L=119.52 T=60.04 180187 188 IV 184 165 Pfl • r + + c�11' / a CONSTRUCT 18" ,VCP SEVER MAIN +J T=,5.32 31 . 151 20 _ PNOP SIOENALK PIIOP CURS t GUTTER 13 b ,TEA AIR PSL L1 w:. 0/t K. + 19 • PROF+ CURB : GUTTER J � �- - PROP SIOENALK TA a 143 N Ori •0 150 TA + W 010. 26 N 03.30'33"E (RI 144 145 PA P/L 149 Rt> E3UNO SERVICE ALERT CALL TOLL FIFE WYNDAAM ROAD a_1pr mwfj im EQ. -to P, 017 "a %I N �- moi I 11+00 209 \ CONSTRUCT 8" V P SEW __p ` 208 a-18' 18 44" L-237 79 T=119.92 I 10+00 < J + J O STA + 7.7 NO, a v + STA N90+ + N ^ < m N 21' 09'%"E (RI141 J a` QD 142 Q + 140 ^ J 139 [ATC INE TA +a 2 A f + N P� E EET 5 N N No 17 39" 28' 42"£ IRI r > > 4 yIra�~ ......14r ~.-�. _,��-.= CONSTRUCT 8 — VCP SEWER 1 0 aft"s - reY�l w qHs �� rt r1Hs iNrrs�Dw � rlr �rarr �iM r � �liM� _ awal be tuna" w "Nommour 4 2 2 — �#-r�e �r tail rrl� �t �rtiaawO isrwarrl !tea IHilw"iw. %arm ftla r iaraarr am • amma drl ft (!6mod "a ft" "am as ftft~ "now smftm asswift mom as Guam* do aft womma. 4133 a.- &A—a-b—A --..dk— 4L_ 41kh—molub� Ahmal b� SILVER IAKE TERRACE i�sallM rw ars f�iwr sir arr�r� !lri� Blaaa� DAYS KFONE YOU 11OWN. UNDERGROUND UTILITIES PRIVATE ENGINEERING MUTE SEAL SEAL - ALL I UTILITIES 00 910SIOn OIOIEO OT VW OILER OR CONSTRUCTION CONTRACTOR Aad= THAT IN ACCOa1AUM NIT* ALLY r OUOM 40 TOOK 000% ON TNA E1WMIiNEII in TO WITH ACCEPTED CONSTRUCTION PWTICEI. CONOTOWTMO CSITftCMR �,� E "*to A 1E IOCATIO1l � TME IIS REQUIRED TO ASSUME SOLE A� COaRETE 1*000 301ILITY FOR ,r aIle W flow OL" Ot PFAIMEOINS MTITM TO. AQREES CONDITIONS DUAIN6 THE COWIN E COIMMUCTIOI OF TIE PM.KT, - h T1 LIAiILITV AND TO ANY DA" s INCLUDIN6 SAFETY OF ALL Pial NO *O♦01MY- THAT TOM >IB T PON EXISTENCE OF UTILITIES TURF NOT HENT IN LL YE NAME TO APRY COITIIMOWOLV 00 NOT OF LIN �+ TO Twa UsaftIAIEE TM M a TME IOC NOR ML 11 & ING HOURS, MO COSMICT ISH CWlftCTQR FUTWQ E TI# COIITRACTOA IS TO I"& a I tT 106mv TO DEFEND. INIIENNIF Y alA Ila►i wsIQN Iw/'ENIaML NrII1I"lAm µ Tp TZ"it THE UTik's ATI wTNm9 ANY OTHER ANY AND ALL L 1481L I TV, OR ALL*SW N1 CO KCI ION MITN TMS L i1 Iw 1iTRUCTUIES FOIA AT TNS TE. # CONTRACT PERFOONANCE OF MOM ON TI PACT. E TTIM LIAAILITV Mfl� milI1Y 10 NOTIFY TH� or T10 j A tNi Flbl THE St7LE tE61ItifiNCf 101�i Pte# TaMI CA ' Tm1 CAIICE�I) WFORF 61.7 MAS 4010 D Orw MSI NO ON 04 woo— u 247 It 95 RX 85 75 TURNBERRY ISLE DRIVE r 245 W, AI N SCALE: 1" = 40' s 46 9 0 20 40 80 120 160 � 16 0 63 ,y2 q f Q m N �o 64 65 n=7.09' 24" R=1780.00 L-222 34 T-111.31 ATE RECOMMENDED f� FOR APPROVAL BY: l7W AT,10N Q? CHRVITIWIRf MN ! N 41 1 N E t R 1 N 0 DOYLE ENGINEERING R C E i N0. e4000 -f AMZ DATE 6-0-98 77-692 COUNTRY PALM DESERT, CA PH (760) 345-7608 DATE: PREP BY: DATE Klftj4 CHECKED BY: LIR IVT I ANSE N — DATE: R c E Ll/SEE NO 50003 EXP DA r t SHEE T 1 oft JUL r 199 Y W AC PlOfT 00R GEN" MAIN F � 90 f 17 rw7P P� 1k i BMW. 75 t +v ia • • i0 s W {VaA- JOLi i .- 16+00 15+00 14+00 PLAN 13+00 12+00 - SCALE 1"=40' ilii in n SEE SHEET 4 PINEKNOLL AVENUE ' rig rr� P/L ►� a-13'32'01' 152 R-506. oo E 21 L=119.52 T=60.04 180187 188 IV 184 165 Pfl • r + + c�11' / a CONSTRUCT 18" ,VCP SEVER MAIN +J T=,5.32 31 . 151 20 _ PNOP SIOENALK PIIOP CURS t GUTTER 13 b ,TEA AIR PSL L1 w:. 0/t K. + 19 • PROF+ CURB : GUTTER J � �- - PROP SIOENALK TA a 143 N Ori •0 150 TA + W 010. 26 N 03.30'33"E (RI 144 145 PA P/L 149 Rt> E3UNO SERVICE ALERT CALL TOLL FIFE WYNDAAM ROAD a_1pr mwfj im EQ. -to P, 017 "a %I N �- moi I 11+00 209 \ CONSTRUCT 8" V P SEW __p ` 208 a-18' 18 44" L-237 79 T=119.92 I 10+00 < J + J O STA + 7.7 NO, a v + STA N90+ + N ^ < m N 21' 09'%"E (RI141 J a` QD 142 Q + 140 ^ J 139 [ATC INE TA +a 2 A f + N P� E EET 5 N N No 17 39" 28' 42"£ IRI r > > 4 yIra�~ ......14r ~.-�. _,��-.= CONSTRUCT 8 — VCP SEWER 1 0 aft"s - reY�l w qHs �� rt r1Hs iNrrs�Dw � rlr �rarr �iM r � �liM� _ awal be tuna" w "Nommour 4 2 2 — �#-r�e �r tail rrl� �t �rtiaawO isrwarrl !tea IHilw"iw. %arm ftla r iaraarr am • amma drl ft (!6mod "a ft" "am as ftft~ "now smftm asswift mom as Guam* do aft womma. 4133 a.- &A—a-b—A --..dk— 4L_ 41kh—molub� Ahmal b� SILVER IAKE TERRACE i�sallM rw ars f�iwr sir arr�r� !lri� Blaaa� DAYS KFONE YOU 11OWN. UNDERGROUND UTILITIES PRIVATE ENGINEERING MUTE SEAL SEAL - ALL I UTILITIES 00 910SIOn OIOIEO OT VW OILER OR CONSTRUCTION CONTRACTOR Aad= THAT IN ACCOa1AUM NIT* ALLY r OUOM 40 TOOK 000% ON TNA E1WMIiNEII in TO WITH ACCEPTED CONSTRUCTION PWTICEI. CONOTOWTMO CSITftCMR �,� E "*to A 1E IOCATIO1l � TME IIS REQUIRED TO ASSUME SOLE A� COaRETE 1*000 301ILITY FOR ,r aIle W flow OL" Ot PFAIMEOINS MTITM TO. AQREES CONDITIONS DUAIN6 THE COWIN E COIMMUCTIOI OF TIE PM.KT, - h T1 LIAiILITV AND TO ANY DA" s INCLUDIN6 SAFETY OF ALL Pial NO *O♦01MY- THAT TOM >IB T PON EXISTENCE OF UTILITIES TURF NOT HENT IN LL YE NAME TO APRY COITIIMOWOLV 00 NOT OF LIN �+ TO Twa UsaftIAIEE TM M a TME IOC NOR ML 11 & ING HOURS, MO COSMICT ISH CWlftCTQR FUTWQ E TI# COIITRACTOA IS TO I"& a I tT 106mv TO DEFEND. INIIENNIF Y alA Ila►i wsIQN Iw/'ENIaML NrII1I"lAm µ Tp TZ"it THE UTik's ATI wTNm9 ANY OTHER ANY AND ALL L 1481L I TV, OR ALL*SW N1 CO KCI ION MITN TMS L i1 Iw 1iTRUCTUIES FOIA AT TNS TE. # CONTRACT PERFOONANCE OF MOM ON TI PACT. E TTIM LIAAILITV Mfl� milI1Y 10 NOTIFY TH� or T10 j A tNi Flbl THE St7LE tE61ItifiNCf 101�i Pte# TaMI CA ' Tm1 CAIICE�I) WFORF 61.7 MAS 4010 D Orw MSI NO ON 04 woo— u 247 It 95 RX 85 75 TURNBERRY ISLE DRIVE r 245 W, AI N SCALE: 1" = 40' s 46 9 0 20 40 80 120 160 � 16 0 63 ,y2 q f Q m N �o 64 65 n=7.09' 24" R=1780.00 L-222 34 T-111.31 ATE RECOMMENDED f� FOR APPROVAL BY: l7W AT,10N Q? CHRVITIWIRf MN ! N 41 1 N E t R 1 N 0 DOYLE ENGINEERING R C E i N0. e4000 -f AMZ DATE 6-0-98 77-692 COUNTRY PALM DESERT, CA PH (760) 345-7608 DATE: PREP BY: DATE Klftj4 CHECKED BY: LIR IVT I ANSE N — DATE: I 23447 ..EI AM IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEWER IMPROVEMENT PLANS sir 9 TRACT N0. 28243 ff 2 SILVER LAKE TERRACE IN THE SE 1/4 OF SECTION 31. T 4 S. R 7 E. SBIM na DEL wEBB CALIFORNIA CORP U-0-00 ��al� x 23447 7 APPROVED BY ATE l7W AT,10N Q? CHRVITIWIRf MN ! N 41 1 N E t R 1 N 0 F ANSPOAT DEPT RIVERSIDE COUNTY CA KHALED A. OT R C E i N0. 3 xP DATE 6-0-98 77-692 COUNTRY PALM DESERT, CA PH (760) 345-7608 CLUB DRIVE. STE F-2 92211 FAX (7601 345-4727 PREP BY: DATE Klftj4 A LIR IVT I ANSE N — SCMU: AS NOTED • R c E Ll/SEE NO 50003 EXP DA r t SHEE T 1 oft JUL r 199 Y I 23447 ..EI AM IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEWER IMPROVEMENT PLANS sir 9 TRACT N0. 28243 ff 2 SILVER LAKE TERRACE IN THE SE 1/4 OF SECTION 31. T 4 S. R 7 E. SBIM na DEL wEBB CALIFORNIA CORP U-0-00 ��al� x 23447 7 CONSTRUCT 8 'SCP SEWER MAIN :Tot sTa -_ ►I► 108 r 10+00. 183 MH NO. +25 W TA 12+39.47 N= 142 NHANO +2 W STA + N 45" 14'55"W (R) R-506.00 N 31' 13' 35"E (R) R-294.00 �! / N - 04'E ` P /L `f W 141Q � + ------------- P/L � l .•y 95 208 < 209 _ i 0 14TCHUN . +Y_ t i -• ..- 4 - -- - -- - - ; f - - - Y �,f Y CONSTRUCT 8 'SCP SEWER MAIN :Tot sTa -_ ►I► 108 r 10+00. 183 MH NO. +25 W TA 12+39.47 N= 142 NHANO +2 W STA + N 45" 14'55"W (R) R-506.00 N 31' 13' 35"E (R) R-294.00 �! / N - 04'E ` P /L `f W 141Q � + ------------- P/L � l .•y 95 208 < 209 0 14TCHUN . +Y_ t 4 SM SHE - 4 UNDERGROUND SERVICE .ALERT POOTDr OF AC PWT OWNXlEM4 MAIM MM CALL TOLL FREE - Y �,f Y 1-800 Salaam woo somw As -r ...0 68 ddM6..4W..WNSMUT ys sw! W as Sm AA ag am low ssm of as %mm memo&K r m "w""Ifte 2 2 .0-:..� .r ftu mw Mona* =~� w mammon" r..f.." _ ff t faa. "*""oft am"*ti.aww din .e "" she" r fun" a "m :. b",m Oo 11"A" pan" @=@"a M.sat ags as xx�x 4 On Memo". 4133 Ia aew 4hom I" tf.fidwd Wound we...s f. a..wly So ..Ml.e ABU M m"all" am can Liar wa awmw clot w --.-& webs. SMG DAYS KFORE YOU OIG OWN W. PRIVATE ENGIIEERING NOTE A► L i AO UTILITIES ow THE OWN" ON 0M1E118 A» h'�- lISISN 011 THE IMDICATtID WITH CONSTNMJCT ION CONTMIAC Tall AGMEES Tirtt iN ACCO 0191F" ENEIML.L Y ACCEPTED CONS71%CTION MKTICE& MOTOXT14M C�CT�1 WILL E MEODUE'D TO AS11AE SALE AND COBE IElS�IGILITY rip in SITE w *AM WAIN =WIO APPM0111019 LOCATION AND EXIT. !V ACCEPTINS =WPLANS OM1 MINS MITMI TIEIETQ AOIEES CONDITIONS OWING THE CaIAMSF OF CiWMKTIGN OF INE PMACT. PEIIIONS AM �1 T: TMT WKS ORONOE- !!sem ip LIAIILIt�P 00 TO ISLQSM FSom AMr QAIMES TlM FIExISTENCE OF TOXVIMIES NOT INCLUDING WETY OF ALL WENT IMLL E NAW TO APPLY CONTMAROOLY AND ON IR LIMITED TO TO TIMEem MOt +il THE 1ECOIG6 TWE =� IS # CAUTISaWMY NLMMIAL. MONM(INS "SUM. AMD COMISTMTIiM COIITMMCWW ft"M Ai1�S TO Off"Em IldowiFY AMD MOLD SES1i1 llw'EsSIiMI IAMIE'SS Flim" ofteLfts TO 011101CT THE lit IL I T in OR AND am OTHO iMtN:I1SES i1 S1"I OCI MES FWAS AT TIE f So" SE THE CONTIIACT- ANY AMD ALL L IAOIL I T Y. lE AL ON ALLOM IM OSI�T liM WITH THE PE#won MICE OF W MMc ON THIS PMJKT. ExMPTLNS LIADILITY APISINGG y OPEC Fro$ THE SOLE NEOLIGENCE OF-DES140 CESSIOMML- 11 SE"m ST ART ING um. sme. gum fK 1 - - 75WILE L-400 00 _ r SCALES CONSTRUCT 8 y* VERT l'-4 IML 1w=40• J. 10+00 11+00 12+00 13+00 PLAN 14+00 15+00 SCALE 1"=40' z` • fun LAIMALS To la SILVER LAKE ERRACE ABALONE WAY .. 181 VIA- & -r 24 20 - 6 .. r 's 187 R-1519.00 L-63.78 J - t ` T-31 .89 194 195 _ F 143 0 182 4 189 x-- A CONSTRUCT 8 'SCP SEWER MAIN :Tot sTa -_ ►I► 108 r 10+00. 183 MH NO. +25 W TA 12+39.47 N= 142 NHANO +2 W STA + N 45" 14'55"W (R) R-506.00 N 31' 13' 35"E (R) R-294.00 �! / S 207 11 206 a 7.31 1d5' I + J ~ TA + 7. 210 4 LA TA 2114' LA 212 4" LAT 14+1 213 205 J rr� 5 s' s3A4.45 8' MF,t� TA 1 214 -4w--LA 7 N - 04'E ` P /L `f W 141Q � + ------------- P/L � l .•y 208 < 209 0 14TCHUN . +Y_ 4 SM SHE - 4 UNDERGROUND SERVICE .ALERT CALL TOLL FREE �,f Y nA Lsstfaa st awaa bwwria doU be 1,eani • SNIwe 1-800 Salaam woo somw As -r ...0 68 ddM6..4W..WNSMUT ys sw! W as Sm AA ag am low ssm of as %mm memo&K r m "w""Ifte 2 2 .0-:..� .r ftu mw Mona* =~� w mammon" r..f.." _ ff t faa. "*""oft am"*ti.aww din .e "" she" r fun" a "m :. b",m Oo 11"A" pan" @=@"a M.sat ags as xx�x 4 On Memo". 4133 Ia aew 4hom I" tf.fidwd Wound we...s f. a..wly So ..Ml.e ABU M m"all" am can Liar wa awmw clot w --.-& webs. SMG DAYS KFORE YOU OIG OWN U OEFNWA B UTILITIES PRIVATE ENGIIEERING NOTE A► L i AO UTILITIES ow THE OWN" ON 0M1E118 A» h'�- lISISN 011 THE IMDICATtID WITH CONSTNMJCT ION CONTMIAC Tall AGMEES Tirtt iN ACCO 0191F" ENEIML.L Y ACCEPTED CONS71%CTION MKTICE& MOTOXT14M C�CT�1 WILL E MEODUE'D TO AS11AE SALE AND COBE IElS�IGILITY rip in SITE =WIO APPM0111019 LOCATION AND EXIT. !V ACCEPTINS =WPLANS OM1 MINS MITMI TIEIETQ AOIEES CONDITIONS OWING THE CaIAMSF OF CiWMKTIGN OF INE PMACT. PEIIIONS AM �1 T: TMT WKS ORONOE- ip LIAIILIt�P 00 TO ISLQSM FSom AMr QAIMES TlM FIExISTENCE OF TOXVIMIES NOT INCLUDING WETY OF ALL WENT IMLL E NAW TO APPLY CONTMAROOLY AND ON IR LIMITED TO TO TIMEem MOt +il THE 1ECOIG6 TWE =� IS # CAUTISaWMY NLMMIAL. MONM(INS "SUM. AMD COMISTMTIiM COIITMMCWW ft"M Ai1�S TO Off"Em IldowiFY AMD MOLD SES1i1 llw'EsSIiMI IAMIE'SS Flim" ofteLfts TO 011101CT THE lit IL I T in OR AND am OTHO iMtN:I1SES i1 S1"I OCI MES FWAS AT TIE f So" SE THE CONTIIACT- ANY AMD ALL L IAOIL I T Y. lE AL ON ALLOM IM OSI�T liM WITH THE PE#won MICE OF W MMc ON THIS PMJKT. ExMPTLNS LIADILITY APISINGG !'S lowmal iLlTY TO NOTIFY Tic iR IME UTILITIES ON Fro$ THE SOLE NEOLIGENCE OF-DES140 CESSIOMML- 11 SE"m ST ART ING um. S 207 11 206 a 7.31 1d5' I + J ~ TA + 7. 210 4 LA TA 2114' LA 212 4" LAT 14+1 213 205 J rr� 5 s' s3A4.45 8' MF,t� TA 1 214 -4w--LA 7 Y 1 1J T T l:j 1 v lTl L3 i l 11 16+00 17+00 A/W 1 9C PROP SIDEWALK - 6 PROP CURB & GUTTER 202 *14% STA 16+32.47 MH NO 2 N 77" 40'57'E (R) 204 203 a-11' 40 45" R=343.60 (f L-70.04 T=35 14 En STA 12+45 9 4 LA 215 L CONSTRUCT 8" VCP SEWER MAIN NDAM ROAD SEAL SEAL - COUNTY pale APPROVE # 8Y F TA OM DEPT., RIVERSIDE COUNTY. CA KH&ED A OTHOW R C.E. N0. 3 EXP DATE'.6- - P'REPA Y: DATE. Iry A ISTIANSEN R.C.E. NO. 50063 EXP. DATE. 6-30-01 18+00 220 PROP SIDEWALK PROP CURB & GUTTER R/W \STA 17+92 4 LAT y A-48. 36'57" R=373.10 �6 �O L=316.58 i 16 T=168 52 s 9 219 9 STA 17+30.7 A 4 LAT \ / STA 17+09.51 PCC N 66.00' 12'E (R) % 218 RECON VENDED FOR APPROVAL BY: BOYLE ENOINEERMNG DATE: CHECKED BY: DATE: Z - f TT W AT50N Qr CHRISTIAMMM t N a I N E E R I N o 77-692 COUNTRY CLUB DRIVE. STE F-2 PALM DESERT, CA 92211 PH (760) 345-7908 FAX (760) 345-4727 SCON& AS NOTED ®� SEE SHEET 1 i vL- JUL Y 199 7 SCALE: 1" - 40' 0 20 40 80 120 160 CSG ars 01 /A19/98 sm ■w 23448 11 k j. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEWER IMPROVEMENT PLANS 9"T_ 10 TRACT N0. 28243 - o 12 == WYNDAM ROAD IN THE SE 114 OF SECTION 31. T 4 S. R 7 E. SBM FNMt DEL WEBB CALIFORNIA CORP Mt 2mXX `f Y 1 1J T T l:j 1 v lTl L3 i l 11 16+00 17+00 A/W 1 9C PROP SIDEWALK - 6 PROP CURB & GUTTER 202 *14% STA 16+32.47 MH NO 2 N 77" 40'57'E (R) 204 203 a-11' 40 45" R=343.60 (f L-70.04 T=35 14 En STA 12+45 9 4 LA 215 L CONSTRUCT 8" VCP SEWER MAIN NDAM ROAD SEAL SEAL - COUNTY pale APPROVE # 8Y F TA OM DEPT., RIVERSIDE COUNTY. CA KH&ED A OTHOW R C.E. N0. 3 EXP DATE'.6- - P'REPA Y: DATE. Iry A ISTIANSEN R.C.E. NO. 50063 EXP. DATE. 6-30-01 18+00 220 PROP SIDEWALK PROP CURB & GUTTER R/W \STA 17+92 4 LAT y A-48. 36'57" R=373.10 �6 �O L=316.58 i 16 T=168 52 s 9 219 9 STA 17+30.7 A 4 LAT \ / STA 17+09.51 PCC N 66.00' 12'E (R) % 218 RECON VENDED FOR APPROVAL BY: BOYLE ENOINEERMNG DATE: CHECKED BY: DATE: Z - f TT W AT50N Qr CHRISTIAMMM t N a I N E E R I N o 77-692 COUNTRY CLUB DRIVE. STE F-2 PALM DESERT, CA 92211 PH (760) 345-7908 FAX (760) 345-4727 SCON& AS NOTED ®� SEE SHEET 1 i vL- JUL Y 199 7 SCALE: 1" - 40' 0 20 40 80 120 160 CSG ars 01 /A19/98 sm ■w 23448 11 k j. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEWER IMPROVEMENT PLANS 9"T_ 10 TRACT N0. 28243 - o 12 == WYNDAM ROAD IN THE SE 114 OF SECTION 31. T 4 S. R 7 E. SBM FNMt DEL WEBB CALIFORNIA CORP Mt 2mXX _ A=• sem. �;. - VERT • CONSTRUCf 8 NUF �SEWEH MAIN CONSTRUCT 21+00 20+00 19+m 18+00 PLAN a SCALE 1"=40' ` - ®moi 1R=lmT AM" 222 176 ai2" 43' fi 4 1f•3�3. �e 223 In l�2.6 aw ' P/L .;e. 224 + < + 13+00 + 177 PROP CURB & }¢ ~ < t\v 219 PROP SIDEWALGUTTER r v C/L P/L a MA r P110r IOEwIf_K \ 36'57 R-373-10 L= f -I � MIjA, R/ CLfR1s G GUTTER M STA 3+07.70 W+N 040 30 0.Pf10P CUM t GUTTER 218 W178 SIDEWALK all< J J + t to Q J ' y QSv s 200199 �. 9 TA TA?0+26.09201 Y + " M H NO. 29 �� J * N 17023'15"E(R) 170 i M Or40'01"E Mf_ _ _ COi�iSTRUCT VCP SEWER MAIN 202 .ar�.a w as w[b at Ito mm"m de W MMs 3wwmi■4 r m affraw"we a. P/L Divisisa. ! >1N�t ioaMr (aB} tr asst ff1aL1 be f>rass� wa fast lslwr an fi.ift" /■al■+ massa itf■atl+f aflats ra taml� at No iaaaai. � la areae *060 ars t3airE minis walass is as mm% wa aaaf w atsal be � R-343.60 iastailei ww fast faiatr am asa mw if fiabw wood omdwm. T=3'3.04 SCALE: 1" 40' a 171 198 197 196 203 p /L 0 20 40 80 120 Im SNYCREST ROAD UNDERGROUND SERVICE ALERT Km ArrmokvL !r: BOYLE EIS SEE SHEET 2 h 81' SCP SEWER MAIN t I I 12+00 11+00 10+00 R/W PROP CURB C GUTTER PROP SIDEWALK SJ rn 191 cy H 10 N 90 85 80 Mn Al..LAI 11 rJ Igyp,` 12 a SEE SHEET 10 10 190 189 OI N + + n=57. 31 16" J J << R=343.60 N QR 1519 00 (' Q L=344 .95 L=63 78 T=188.59 T=31 89 C/L PROPOSE,) " Ir4 TER i'22'W 122.95 R.29 00 1=12n J IL IL ~Q 180 TA 1 179 a U P/L L p/L 185 186 .• CID 1+ O F t (n Q :., =. a 183 •84.75 EC STA 11+20.96 PCC STA 10+00 W= S A 12+39-47 N o 181 N 14• 38'58" E (R) MH NO 27 v `+ 182 0 N 38.13'35"E (R) R=294 0 +•„oy�/ - - ` 01 g _ _ PaCO I� OF QIIE# lINII� - a - WD 90 mz- 1)0 85 so Y _ - 80 - - - L 306, ` - =�tLE P"I } _ » : SCALES VERT • CONSTRUCf 8 NUF �SEWEH MAIN CONSTRUCT 21+00 20+00 19+m 18+00 PLAN a SCALE 1"=40' ` - ®moi 1R=lmT AM" 222 176 ai2" 43' fi 4 1f•3�3. �e 223 In l�2.6 aw ' P/L .;e. 224 + < + 13+00 + 177 PROP CURB & }¢ ~ < t\v 219 PROP SIDEWALGUTTER r v C/L P/L a MA r P110r IOEwIf_K \ 36'57 R-373-10 L= f -I � MIjA, R/ CLfR1s G GUTTER M STA 3+07.70 W+N 040 30 0.Pf10P CUM t GUTTER 218 W178 SIDEWALK all< J J + t to Q J ' y QSv s 200199 �. 9 TA TA?0+26.09201 Y + " M H NO. 29 �� J * N 17023'15"E(R) 170 i M Or40'01"E Mf_ _ _ COi�iSTRUCT VCP SEWER MAIN 202 .ar�.a w as w[b at Ito mm"m de W MMs 3wwmi■4 r m affraw"we a. P/L Divisisa. ! >1N�t ioaMr (aB} tr asst ff1aL1 be f>rass� wa fast lslwr an fi.ift" /■al■+ massa itf■atl+f aflats ra taml� at No iaaaai. � la areae *060 ars t3airE minis walass is as mm% wa aaaf w atsal be � R-343.60 iastailei ww fast faiatr am asa mw if fiabw wood omdwm. T=3'3.04 SCALE: 1" 40' a 171 198 197 196 203 p /L 0 20 40 80 120 Im SNYCREST ROAD UNDERGROUND SERVICE ALERT Km ArrmokvL !r: BOYLE EIS SEE SHEET 2 h 81' SCP SEWER MAIN t I I 12+00 11+00 10+00 R/W PROP CURB C GUTTER PROP SIDEWALK SJ rn 191 cy H 10 N 90 85 80 Mn Al..LAI 11 rJ Igyp,` 12 a SEE SHEET 10 10 190 189 OI N + + n=57. 31 16" J J << R=343.60 N QR 1519 00 (' Q L=344 .95 L=63 78 T=188.59 T=31 89 C/L PROPOSE,) " Ir4 TER i'22'W 122.95 R.29 00 1=12n J IL IL ~Q 180 TA 1 179 a U P/L L p/L 185 186 .• CID 1+ O F t (n Q to Q cn v a 183 •84.75 EC STA 11+20.96 PCC STA 10+00 W= S A 12+39-47 N o 181 N 14• 38'58" E (R) MH NO 27 v `+ 182 0 N 38.13'35"E (R) R=294 0 +•„oy�/ P 187 ALL TOLL FREE COI�ISTRUCT 8" VCP SEWER MAIN � � CONSTRUCT 8" VCPP,' WYNDAM ROAD �, 1-800- ��� .zz- � ABALONE 4133 /L ei FYNDAM ROA SEWER MAIN WAY � IM�ER UTILITIES PRIVATE ENGINEERING ITE SEAL SEAL - COUNTY APPROV BY :��A i K L UNIIEEMii� "As UT K I T I#8 Q11 S T T�8 fONTEO BY THE OwaR OR C UNS T RUl T I ON CQNTgAC T OR AB S THAT IN ACC W TH QE/EAALL Y �*Oft 5 �p A pQ® /� v1 f0 (, j) L. OTIER6 ANO T fid Tia IE� am IIDICATEc WITH ACCEPTED CONSTIEICTION PPIACT >L CQNQTINICTI Tall WILL :f �� c�r� ®� F ANSPM TION DEPT RIVERSIDE COUNTY. CA T7C lr� vUil l°i rilW (rte USIc�JLSUCI THEIR APPROXIfNA . L tIaf AID EXTENT •V 4CCEPTIN6 REQUIRED TO 486E SOLE 00 CTETE a 17 fall ,1Q1 SItE ,�Q' ! � KN D A 0 t N a I N t t R 1 N 4 ,- TwEsk PLUS am.pa } 01 TIN T T1��7Q AWWCS COWITION6lmG _ THE CaLm OF CQIETftxllIM t1E Pl"CT. "` 33 4 '?-6822 COLJNTRt CLUB DRIVE. STE F-2 FOR ANY NIiAE To 4swwa LfgL/IEXIi �� STikICA S NO S IwCtMENTWSHAII NAa TO APPLY Cg1T 1fiI011QLY TY OF ALL P60006 40 TY: i1TY TNI9 f1 flA+I1E- vwW 13 N0. 500 1 R L E NV EXP DArE b -� PALO DESERT CA 92211 IIIIT t0 - - -- - - iNf+f>fItEO TO THE NOT I ON T11g� i*CO" NOis1A� WORK WOL". AID COMIFfllCT[QN CON fNTiDII AQ1 S -- - —__-- --- Exp J8 11 � 0 *4ePH 2'601 315 '80d FAX 2'602 315-42' - (If�WlffEtS { Z fort Pmc4uTTrfAly T3 DEFtND. I IFY AMD 1 O (&fiIGN Pfi1IfE i1Al�ESG FlEit ' + � a,�' PREPA B� ATE ,� AS�IfIEf 1 u IL f T 14 4w AAiY 011E0 w AND AL l #41I I f % fEA LEC*06 IMI T 2181 MI TM TMS --- - -- -- - _ _ IiTtli� ulft E A TMS 1 p� TMS CgITffACT PERF ►► TM T. E11lEPT IIA�iLfiY Awfs�INF 'S' �' _ I#E # > N ITIta Aft FACw TrIE IMEN►E Si PMipFfS►sf - - -- - - - - 4-V r KE A. cHlmIST IANSEN -- - A , NO L� 4iAi1 1 Y �fI ..r T 1 _u1 \ I" . hilt_ N 199 9 H L t M `lAalaiL_{ t t1h• l A t t Q �_�i A on 01 am �. 2344' sin I = 1N IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CALIFORNIA SEVER IMPROVEMENT PLANS - .TRACT N0. #28243 WYN DAM ROAD OF _ g ABALONE RAY I N THE SE 1 4 OF SECTION 31. T 4S, R- E. SON no DEL NEW CALIFORNIA COAD 9.6. me 23449 a _ - -- _- e e r t. PROFILE _ CONSTRUCT V -P E MAIN VER Es 1-_4' HWIZ 1"=40' 13+00 14+00 15+00 16+00 17+00 18+00 PLAN 19+00 SCALE 2"=40' KYCIZEST ROAP - 178 177 176 N --0'56'0O- 175 ' R=2720.00 J J 170 169 ^ n ' STA 13+25.7 ^ 173 : 172 171 n L=44.44 F -- 179 q LAT D Q T=22.22174 CU �, s a )3+15.7 +ID a aD 4' LAT a o o + to 3+07.70 N+M a _j< + + + + a 30 uiQ _ (D0 �m` J Q F-- J J J Q J H- _aEnQ .. Q i PROP SI WA PqzwC 6 R/W W C/L ROPOPSEO 8" MATER MAIN A43o2 R=2 OQI L-399 6 17 _ R/M PROP CURB 6 GUTTER PROP SIDEWALK 198 STA 11+02.2 Z -LAT 19' p ST 11+SO-2. 4TALAT+08. :} 4-23' 34' 37" 189 4" LAT 196 R -*294 .00 1 3 T-120.96 194 195 STA 11 . i7 CO NO 1 201 ABALONE WAY i DAFFODIL \ CIRCLE SEE PROFILE ABOVE RIGHT CONSTRUCT 8" VCP SEWER MAIN UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PIMCTICES. CONSTRUCTION CONTRACTOR MILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO A61EES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARNESS FOR ANY OA0VMS INCLUDING SAFETY OF ALL PERSONS AND PROF RTY. THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE FECORIS NORMAL WORKING HOURS. AND CONSTNRMCTION CONTRACTOR FUTHER AGREES = EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONMAY TO OFFEND. INOENNTFr AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANT OTHER ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1 STRUCTURES CONCERNED BEFORE STARTING WORK. RAM g: REVISIONS ORAWN BY 199 A-120"43'14' R=373.10 L=82.83 T=41.59 P/L 4 a-48' 36 ' 57 • R=373.10 200 L=316.58 T=168.52_ I 17 1moi W _ f 222 /L 223 168 N + J cn 95 e1n F- 90 20+00 167 n n 95 85 CONSTRUCT 8" Na 3l _ n=1.07' 16" N 07' 44' 29"E (R) R=615.50 _ r L=12.04 T=6.02 225 �y /L STRUCT 8" D VCP SEDER MAIN —gyp/L 227 Q Q ZD ED z 10+00 416 80 SETTER. M 12+00 UNDERGROUND SERVICE ALERT �EawE r CALL TOLL FREE 1-800- 422- 4133 2 WORKING DAYS BEFORE YOU DIG 3g SCALE: 1 " = 40'— 0 20 40 80 120 160 SCALE. 1" = 40 WYNDAM ROAD TURNBERRY FOR APPROVAL BY: SEE SHEET 10 ISLE DRIVE The location of Muse laterals shall be marked as follows: SEE SHEET 2ti Street: with curbs: As "S" shall be chiseled or Pe90100140i17 NOTE marked on the curb at the locative of the house laterals; Md as aVPrWiate ��' NO SEWER NERALS TO BE slid -range or full range magnetic ssrbar sfnrdas- I b7 1•I lleetrica . Products Division. Scotch ark Market toeater (1•) er e*esl scall M ViatM ens fast CONSTRUCTED IN DRIVEWAY CHECKED BY: - below the fiuiohal ground surface direstl7 above els torudivas of tis lateral. AREAS In areas tier* the finished g ve d suslaoo to w#wa f Tha saeMt scall be installed two feet below the asset ffNsbad ,roved surface. DATE:Z SEAL SEAL - COUNTY APPROVE BY DATE 2 �� GRfl'�T ���. � ��y O� F T TAT ON DEP . RIVERSIDE COUNTY. CA *"qp_/" 's'q'� KHA A OTHMAN -682 COUNN 411 TRY pCLUB ORIUE.RSTE F� z "c -' �s� 3 3950 6 - 30 - 98 ~ . -n R C E NO EXP OATS $ 11 � 6000 r Z PALM DESERT. CA 42211 *YEaaa0oi ,W rip o50 * PREP E�Y D E PH1760) 3d5 -780b FAX 1760 345-4727 Ar s 644 - AS NOTED BEINfJ�M•RBt OF CA, CHRIST I ANSEN A#PR GATE SEE SHEET 1 R C E NO 50083 EXP DATE 6 -35? -0} B#1E: JULY 1997 .V.D. 09./98 23450 rN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEWER IMPROVEMENT PLANS 12 TRACT N0. 28243 SKYCREST ROAD aF 12 sws DAFFODIL CIRCLE IN THE SE 1/4 OF SECTION 31, T 4 S. R 7 E. SBM FOt DEL WEBB CALIFORNIA CORP W_0. MR J _ ` � P4 n of 0 a N 0 4 210. 44 Cr 180ru 6 8 16 fw 190 STA I5+18.14 8C .ry 2 STA 15+62 58 M= -¢ 4 s 16 191 STA 10+00 E � �'P�L v y� NH8�5153'W (R) � T _ - MATCHLINE ►- -_ ^ = STA 10+48.8 - _SEE a-2'24'20" it S 1 1927 LAT STA 1 a� v f� s 4" LA PROP SI WA PqzwC 6 R/W W C/L ROPOPSEO 8" MATER MAIN A43o2 R=2 OQI L-399 6 17 _ R/M PROP CURB 6 GUTTER PROP SIDEWALK 198 STA 11+02.2 Z -LAT 19' p ST 11+SO-2. 4TALAT+08. :} 4-23' 34' 37" 189 4" LAT 196 R -*294 .00 1 3 T-120.96 194 195 STA 11 . i7 CO NO 1 201 ABALONE WAY i DAFFODIL \ CIRCLE SEE PROFILE ABOVE RIGHT CONSTRUCT 8" VCP SEWER MAIN UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PIMCTICES. CONSTRUCTION CONTRACTOR MILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO A61EES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARNESS FOR ANY OA0VMS INCLUDING SAFETY OF ALL PERSONS AND PROF RTY. THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE FECORIS NORMAL WORKING HOURS. AND CONSTNRMCTION CONTRACTOR FUTHER AGREES = EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONMAY TO OFFEND. INOENNTFr AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANT OTHER ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1 STRUCTURES CONCERNED BEFORE STARTING WORK. RAM g: REVISIONS ORAWN BY 199 A-120"43'14' R=373.10 L=82.83 T=41.59 P/L 4 a-48' 36 ' 57 • R=373.10 200 L=316.58 T=168.52_ I 17 1moi W _ f 222 /L 223 168 N + J cn 95 e1n F- 90 20+00 167 n n 95 85 CONSTRUCT 8" Na 3l _ n=1.07' 16" N 07' 44' 29"E (R) R=615.50 _ r L=12.04 T=6.02 225 �y /L STRUCT 8" D VCP SEDER MAIN —gyp/L 227 Q Q ZD ED z 10+00 416 80 SETTER. M 12+00 UNDERGROUND SERVICE ALERT �EawE r CALL TOLL FREE 1-800- 422- 4133 2 WORKING DAYS BEFORE YOU DIG 3g SCALE: 1 " = 40'— 0 20 40 80 120 160 SCALE. 1" = 40 WYNDAM ROAD TURNBERRY FOR APPROVAL BY: SEE SHEET 10 ISLE DRIVE The location of Muse laterals shall be marked as follows: SEE SHEET 2ti Street: with curbs: As "S" shall be chiseled or Pe90100140i17 NOTE marked on the curb at the locative of the house laterals; Md as aVPrWiate ��' NO SEWER NERALS TO BE slid -range or full range magnetic ssrbar sfnrdas- I b7 1•I lleetrica . Products Division. Scotch ark Market toeater (1•) er e*esl scall M ViatM ens fast CONSTRUCTED IN DRIVEWAY CHECKED BY: - below the fiuiohal ground surface direstl7 above els torudivas of tis lateral. AREAS In areas tier* the finished g ve d suslaoo to w#wa f Tha saeMt scall be installed two feet below the asset ffNsbad ,roved surface. DATE:Z SEAL SEAL - COUNTY APPROVE BY DATE 2 �� GRfl'�T ���. � ��y O� F T TAT ON DEP . RIVERSIDE COUNTY. CA *"qp_/" 's'q'� KHA A OTHMAN -682 COUNN 411 TRY pCLUB ORIUE.RSTE F� z "c -' �s� 3 3950 6 - 30 - 98 ~ . -n R C E NO EXP OATS $ 11 � 6000 r Z PALM DESERT. CA 42211 *YEaaa0oi ,W rip o50 * PREP E�Y D E PH1760) 3d5 -780b FAX 1760 345-4727 Ar s 644 - AS NOTED BEINfJ�M•RBt OF CA, CHRIST I ANSEN A#PR GATE SEE SHEET 1 R C E NO 50083 EXP DATE 6 -35? -0} B#1E: JULY 1997 .V.D. 09./98 23450 rN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEWER IMPROVEMENT PLANS 12 TRACT N0. 28243 SKYCREST ROAD aF 12 sws DAFFODIL CIRCLE IN THE SE 1/4 OF SECTION 31, T 4 S. R 7 E. SBM FOt DEL WEBB CALIFORNIA CORP W_0. MR _ ` � P4 n of 0 a Cr 6 8 190 STA 1+04.2 2 4 LA -¢ 4 s 16 193 � 182 6 8z 4 n - -_ - a-2'24'20" it R=1519.00 v f� L=63.78 T=31 89 STA 11+06-2 4"LAT PROP SI WA PqzwC 6 R/W W C/L ROPOPSEO 8" MATER MAIN A43o2 R=2 OQI L-399 6 17 _ R/M PROP CURB 6 GUTTER PROP SIDEWALK 198 STA 11+02.2 Z -LAT 19' p ST 11+SO-2. 4TALAT+08. :} 4-23' 34' 37" 189 4" LAT 196 R -*294 .00 1 3 T-120.96 194 195 STA 11 . i7 CO NO 1 201 ABALONE WAY i DAFFODIL \ CIRCLE SEE PROFILE ABOVE RIGHT CONSTRUCT 8" VCP SEWER MAIN UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PIMCTICES. CONSTRUCTION CONTRACTOR MILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO A61EES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARNESS FOR ANY OA0VMS INCLUDING SAFETY OF ALL PERSONS AND PROF RTY. THAT THIS REQUIRE - RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE FECORIS NORMAL WORKING HOURS. AND CONSTNRMCTION CONTRACTOR FUTHER AGREES = EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONMAY TO OFFEND. INOENNTFr AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANT OTHER ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1 STRUCTURES CONCERNED BEFORE STARTING WORK. RAM g: REVISIONS ORAWN BY 199 A-120"43'14' R=373.10 L=82.83 T=41.59 P/L 4 a-48' 36 ' 57 • R=373.10 200 L=316.58 T=168.52_ I 17 1moi W _ f 222 /L 223 168 N + J cn 95 e1n F- 90 20+00 167 n n 95 85 CONSTRUCT 8" Na 3l _ n=1.07' 16" N 07' 44' 29"E (R) R=615.50 _ r L=12.04 T=6.02 225 �y /L STRUCT 8" D VCP SEDER MAIN —gyp/L 227 Q Q ZD ED z 10+00 416 80 SETTER. M 12+00 UNDERGROUND SERVICE ALERT �EawE r CALL TOLL FREE 1-800- 422- 4133 2 WORKING DAYS BEFORE YOU DIG 3g SCALE: 1 " = 40'— 0 20 40 80 120 160 SCALE. 1" = 40 WYNDAM ROAD TURNBERRY FOR APPROVAL BY: SEE SHEET 10 ISLE DRIVE The location of Muse laterals shall be marked as follows: SEE SHEET 2ti Street: with curbs: As "S" shall be chiseled or Pe90100140i17 NOTE marked on the curb at the locative of the house laterals; Md as aVPrWiate ��' NO SEWER NERALS TO BE slid -range or full range magnetic ssrbar sfnrdas- I b7 1•I lleetrica . Products Division. Scotch ark Market toeater (1•) er e*esl scall M ViatM ens fast CONSTRUCTED IN DRIVEWAY CHECKED BY: - below the fiuiohal ground surface direstl7 above els torudivas of tis lateral. AREAS In areas tier* the finished g ve d suslaoo to w#wa f Tha saeMt scall be installed two feet below the asset ffNsbad ,roved surface. DATE:Z SEAL SEAL - COUNTY APPROVE BY DATE 2 �� GRfl'�T ���. � ��y O� F T TAT ON DEP . RIVERSIDE COUNTY. CA *"qp_/" 's'q'� KHA A OTHMAN -682 COUNN 411 TRY pCLUB ORIUE.RSTE F� z "c -' �s� 3 3950 6 - 30 - 98 ~ . -n R C E NO EXP OATS $ 11 � 6000 r Z PALM DESERT. CA 42211 *YEaaa0oi ,W rip o50 * PREP E�Y D E PH1760) 3d5 -780b FAX 1760 345-4727 Ar s 644 - AS NOTED BEINfJ�M•RBt OF CA, CHRIST I ANSEN A#PR GATE SEE SHEET 1 R C E NO 50083 EXP DATE 6 -35? -0} B#1E: JULY 1997 .V.D. 09./98 23450 rN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SEWER IMPROVEMENT PLANS 12 TRACT N0. 28243 SKYCREST ROAD aF 12 sws DAFFODIL CIRCLE IN THE SE 1/4 OF SECTION 31, T 4 S. R 7 E. SBM FOt DEL WEBB CALIFORNIA CORP W_0. MR