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912ee_wtWORK TO BE DONE - THESE IMPROVEMENTS ! CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF PALM DESERT STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB -CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATION SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUB -CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENTOF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGANDISUBRCONTRACTORSBCOaIPLPIANCEBLE WITHISAAIDYWAY FOR REGULATIIONSECONTRACTORS SHALL NOT AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT SHOWN HERONIONS OF AND FORLANYINES DAMAGEFORCTING THIS PROTECTIONW©OKTHESETLER OR NOT LINES. FIRE FLOW CERTIFICATION I STATE THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS FOR MINIMUM FIRE AND RESIDUAL PRESSURE AND FIRE HYDRANT TYPE AND SPACING PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT AS SPECIFIED IN THE CONDITIONS OF APPROVAL ISSUED FOR THE SUBJECT PROJECT. (SYSTEM DESIGNED T TVFO2H�ANGPM )AT 20 PSI FOR TWO HOUR DURATION ATMOSREMOTE REHYDRANT) BY1%" ESTIMATE OF QUANTITIES Q2 6' DCY BARREL F IRE HYDRANT ((I X4 X 2%2>----------------------------------- 33 EA. 18' 1 11/4' BEND-------------------------------------------------------------------------17 EA. EA. 12' 1 11/4' BEND-------------------------------------------------------------------------9 18 EA. 8' 1 11/4 • BEND-------------------------------------------------------------------------- I EA. 12' 22'/2' BEND-------------------------------------------------------------------------I 13 EA. 8' 221/2' BEND------------------------------------------------------------------ --- -- I EA. 8' 45' BEND------------------------------------------------------------------------------- 12' 45' BEND----------------------------------------------------------------------------- 2 EA. 18' X 18' X 8' TEE ------------------------------------------------------------------- 3 EA. 12' X 8' TEE----------------------------------------------------------------------------- 2 EA. 8' TEE -------------------------------------------------------------------------------------- I EA. 12' CROSS---------------------------------------------------------------------------------- 2 EA. 18' CROSS ----------- 12' X 8' REDUCER ---------------------------------------------------------------------- I EA. 18' X 12' REDUCER--------------------------------------------------------------------- 3 EA. 12' X 6' REDUCER---------------------------------------------------------------------- 18' DUCTILE IRON BUTTERFLY VALVE, EPDXY LINED ------------------------ 8 EA. 12' DUCTILE IRON GATE VALVE -----------------------------------------------------13 14 EA. EA. ----------------------------------------------- 8' DUCTILE IRON GATE VALVE ------------------------------------------------------ ----14 L.F. 18' DIP--------------------------------------------------------------------------------1600 3875 L.F. 12' DIP-------------------------------------------------------------------------------- 4138 L.F. 8' DIP--------------------------------------------------------------------------------- 168 EA. WATERSERVICES ----------------------------------------------------------------------- 6' BLOWOFF--------------------------------------------------------------------------------- 2 EA. 4' BLOWOFF ---------------------------------------------------------- ----------------------- LEGEND WATER MAIN --------------------------------------- -------------------------------- EXISTING WATER MAIN ---------------------""-"------"------------------------- — — — --------------- p----� ' WATER SERVICE ----------------------------------------------- N'LY OR W'LY R/W 1 1 40' 0 20' LK 8' 6' AND VARIES � 1 U 0 Y U CID Al 20' 16' FUTURE 1� PAVEMENT WATER LOT 6 \ TRACT N0, 77090 \ \\ \\ \ GOLF COURSE \ \\ \, 132 131 \ \ 133 130 \ \135 134• \ � 129 8' DP BANYON GROVE CT. 38 139 128 \ r DP \ 136 13 140 127 \ \ 43 x2141 126 125 \ FREDQ4CT. 46147 124 \ 9A 144'k 148 :, 123 s '1 4 \ 151 5 122 \ 121 / DAMASK ROSE CT. 8' DIP ;, 12C 8, DIP\ I.� F F 5b vE \ / 161 162 ll7 \ � V Cpl , 160 w�Lp 116 \ ALLEGRO CT. , 165 6 163 \ 8, DP \ 114 \ DEERBROOK CIR. / ? 113 \ 12' DP F. 8 112 A P.L. & OF MAILBOX IN THE COUNTY OF RIVERSIDE IMPROVEMENT TRACT 28242 SUN CITY, PALM DESErxO T DEL WEBB CALIFORNIA, INC. SCALE I' = 300' 300 0 300 600 INDEX MAP COUNTY RIVERSIDE PALM DESERT �- - — -COUNTRY - CI d, a � r NI o, I PLAN DEL WEBB SUN CITY REEDS OR.2 �6 N.T.S. SITE 40TH ST. vium I T MA 2 REDS ORIVE ro10£N 1 i Ib6 WELL SITE 11 a N0. 5724 I u0/ \ 10 W DIP / / §�'` ' = gal— 108 / \ �'�S r s �' ��, 9� G 106 LOT 20 \ �0m — -- a / 105 TRACT NO � 27090 73 ;3 4' 46 45 104 GOLF COURSE � e 82,�`'( 103 85 84 48 3 5 7 4 FM 00 lit" AWN r ✓ U J YJJ J I r ROAD WELL SITE f 4 60 59 53 38 L `� N0. 5723 6 �I 54 37 33 18' DP \ 3 36 4 WELL SITE I / 35 N0. 5722 VARNER ROAD \ — — 18'DIP 12' I 3 / 1� �' D / \ �" \ \\ // TypFIRE HYDRANT \ C.L. WATER METER BOX N o . 18".. aSIDEWALK SO' G BACK OF- CURB I �T f RS?AT£ 1p MAILBOX BASE . WEDGE CURB & GUTTER MAILBOX LOCATION DETAIL w w U U cr_ Z c ZO U-1 o w _ N N S'LY OR PLY w N R/W ``' W N a a 3 3 r2' SIDEWAL'� 1 2' m M U E.� 0 Y U a m CURB AND — — — — GUTTER (TYP) 3' COVER AT FINAL GRADE I 7' MIN. COVER FOR 8' AND 12' DIP 6.79' MIN. AT MH NO. 14 4' COVER AT FINAL GRADE FOR 18' DIP FUTURE D.I.P. WATER a --EXIST. 10' VCP OR PROPOSED 8'VCP SEWER CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground service AlerE 0 Ca I I z TOLL FREE 1-800 422-4133 I TWO WORKING DAYS BEFORE YOU DIG /usr/proJdata/r-grp/d-12569/569wot6.dgn WATER METER (TYP) � r l I r' \ r J-rUrr �r �J1�111\11r lir 1 AL w w U U Z wO w o V N CC F - w N LLL N F- F- 3: -- a 3' CURB AND 3' GUTTER I -FIRE R/W HYDRANT f-� STREET WATER MAIN TYPICAL WATER METER LOCATION DETAIL APPROVED BY THE RIVERSIDE TYPICAL SECTION COUNTY FIRE DEPARR- MENT (ALL STREETS) N.T.S. APPROVED BY! DATE: ti DATE I BY I MARK ENGINEER DESIGNED BY: N.T.S. - WATER SERVICE COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH �-' APPROVED BY, q DATE, REVISIONS DRAWN BY: CHECKED BY: APPROVAL DATE APPR. DATE I-LiECKED BY COUNTY _ DATE �OFESSICN, � �0 A • 0',IV & " No. 33950 2 Exp.6-30-98 Sj CIVIL QT£ OF CAI. dr - F' J7Ul�r / 00J111\11r l�G I F - w w V a � 0 NOTE: BLUE RETROREFLECTIVE PAVEMENT MARKERS SHALL BE MOUNTED ON PRIVATE STREETS, PUBLIC STREETS & DRIVEWAYS TO INDICATE LOCATION OF FIRE HYDRANTS.AN NOTE REEL TO BE FIRELOCATED HYDTWO FEET FARTHER FROM THEANTS AND AIR VAC/RELEASE LSTREET R GHTIOVES MARKED F -WAY ASTERISK AA ® TO ALLOW FOR A SIDEWALK EXPANSION AROUND THE MAILBOX BASE PER DETAIL ON SHEET #I . NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURFFORIDETERMSINRINGTANNACCEPTABLEATE SOLUTIONEER ANDSHALL REVISBINGTHERESPONSIBLE PLANS FOR APPROVAL BY THE COUNTY. BENCHMARK: RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37-68 3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY III AT 'Y' IN INDIO, THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE, SET BRASS DISK IN 12 INCH CONCRETE CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE GROUND, 254.0 FEET NORTHWEST OF NEW WASHINGTON ST. OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE POLE, NO NUMBER. TSOUTHEAST OF SOUTHEAST296.0 FEET 60UND TRAC�UOFEAST OF RAILROAD. LD WASHINGTON STREET, 44.0 E ELEV. 103.651 ADJUSTMENT 1970 _ General District Notes for Domestic Water 1. All materials and construction shall conform to the Standard Specifications for the Construction of Domestic Water Systems (Standard Specifications) of the Coachella Valley Water District (CVWD). Unless modified by the Standard Specifications, the standards of the American Water Works Associations shall -apply to all materials and construction methods. 2. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 3. Work performed without inspection shall be rejected. 4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets shall be brought to subgrade, sewer installed and curb and gutter installed before pipeline is installed. 5. All connections to existing facilities will be made by CVWD at the owner's expense. Sixty days notice required. 6. The separation between water and sewer facilities shall be as specified in CVWD Standard Drawing Wl. 7. Contractor shall contact the Chief Dispector, CVWD, at least 48 hours prior to start of construction to arrange a pieconstructi.ou conference. 8. An approved cleaning tool shall be pulled through the pipe during the progress of its assembly to remove dist, locks or foreign materials. 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list may be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 12. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVUD is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 13. Contractor shall call underground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. 14. Curb and gutter shall be in place before any domestic water pipelines are constructed. I certify that the design of the water system in Tract No. 401142- is in accordance with the water system expansion plans of the Coachella Valley Water District and that the water service, storage and distribution system will be adequate to provide water service to such tract. This certification does not constitute a guarantee that it will supply water to such tract at any specific quantities, flows or pressures for fire protection or any other purpose. Date: COACHELLA VALLEY WATER DIST ICT By: Daniel L. Parks Director of Engineering R.C.E. No. 29572 SEAL PREPARED UNDER THE DIR TION OF• Le-a COMPANY V OfESSI_ 4 "Y( 3050 C100 Avenue `' EDWARD . RATI AN R.C.E. 46804 suite loo 1 N,,CHE� Eye, Riverside. CA 92507 (909) 782-007 Q� /� DATE: �/ REGISTRATION EXPIRES 6-30-99 o No. 46804 31DATE: / t� g 4 7 SCALE: BENCH MARK: W Exp.6-30-99 Z APPROVE --T— � � AS SHOWN SEE ABOVE J`/. CIV►- R ANSPORT 10 DEPT., RIVERSIDE COUNTY. CALIFORNIA KHALED A.OTHMAN �lF CAO R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: NOV., 1997 MENNEN C.V.W.D. DRAWING APPROVAL 1 DATE 17 NOV 97 Rw mnwnded: ' RZ.E Ns. z,67z DWG. No. Ot ApV--& 23111 GEPNML y,N,p,M RAM Ns, z707a wW ASR Revisions: I ADOED A/OTE i/-20-17 2 CNM/bE0 i/KE /fYOZ4AI r3 PROM WET l0 ORY //-Z4-17 ADDED DErA/C FOR ^411 Wrlr1 E AfymNt Comouir 4 ADDED NOTE 11-24-97 o N DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN 1 °' TRACT NO.28242 IN THE COUNTY OF RIVERSIDE of 7 SHEETS 00 W 1/2, SECT. 6, T. 5S., R. 7E., SBBM FILE NO. W.O. FOR: DEL WEBB CALIFORNIA CORP. I F.B. a 9/2 -EE 23111 /COLgDL�'D'99`94 x,61- �YF'1'G F gtiFc� /tip /.o�'T9FsTg0 p/19 gD�, 1 ,fl•0 Underground Service Alert Call: TOLL FREE. 1-800 422-4133 1 TWO WORKING DAYS BEFORE YOU DIG /usr/pro jdota/r-grp/d-12569/569WAT7.dgn �o Z Ca SEAL �OFESSI \ ,o �t A. 0 r c�G� No.33950 Exp.6-30-98 T CMV \\TF OF Clm-W)P SCALE I' = 40' NOTE:NORTH ARROW POINTS DOWN SEAL `-o? OFESS/q� O, CHQ FZC� w No. 46804 Z Exp.6-30-99 ix). CIVIL CAO QP// WELL LOGAT101w 10 tsc N/N/MUM 50'5EPEQA7'10A1 FROM SEWER MAINZ WATER DATA RECOMMENDED FOR APPROVAL G � DATE ? DELTA OR BRIG. RADIUS LENGTH REMARK I DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY DATE DESIGNED BY: DRAWN BY: CHECKED BY: SEAL �OFESSI \ ,o �t A. 0 r c�G� No.33950 Exp.6-30-98 T CMV \\TF OF Clm-W)P SCALE I' = 40' NOTE:NORTH ARROW POINTS DOWN SEAL `-o? OFESS/q� O, CHQ FZC� w No. 46804 Z Exp.6-30-99 ix). CIVIL CAO QP// WELL LOGAT101w 10 tsc N/N/MUM 50'5EPEQA7'10A1 FROM SEWER MAINZ WATER DATA N0. DELTA OR BRIG. RADIUS LENGTH REMARK I N 06' 48'41 ' E 24.00' 2 N 07° 24' 20' E DATE Ai" 151. 84' 3 N 18' 39' 20' E 73. 52' WELL/SEWER NorE 11-Z4-97 4 N 29' 54'20' E 63.56' 5 N 41' 09' 20' E 62.49' 6 N 52' 24' 20' E 34.56' 7 N 53-25'03' E 34.56' 8 N 64' 40' 03' E 34.56' 9 N 65'40'47- E 34. 56' I N 76' 55' 47' E 34.56' I I N 77' 56' 31' E 42.19' I N 89.26' 32' E 50.39' I N 89' 26' 32' E 215.98' I N 78' 1 1' 32' E 51.49' I N 78' 1 1' 32' E 22.98' I N 66° 56' 32' E 71.50' I N 55-41'32- E 26.00' I N 54' 29' 42' E 32.17' I N 43° 14' 42' E 65.28' 149XALL 2d of ZAP oo x 1jy' STEEL X44 C-) p9001D Zee %AX%9 VASftf*l'r . � ploTt: ►10 ZREI�.S I►�►O�eR. p�/i1RYM►1�G�C 4iRuC�R� '�1.i1.,, • Z ft LvcAVIAZI w rITIMN cvw fP i/kb"I^lr Cn 55()I SEEEE1 3 SN PREPARED UNDER THE DIRECTION OF•LO-0 RIC, ENGINEERING COMPIANYM. RATI AN R.C.E. 46804 Suite 1003050 0100 Avenue DATE:/� REGISTRATION EXPIRES 6-30-99Riverside. CA 92507 (909) 782-0707 APPRO BY: DATE: ' L 9 7 SCALE: BENCH MARK: 1' - 4 0' TRANsF-6RUtf1ON DEPT., RIVERSIDE COUNTY, CALIFORNIA SEE SHEET ONE KHALEO A.OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: NOV., 1997 LA vil DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN TRACT NO.28242 IN THE COUNTY OF RIVERSIDE 2 OF 7 SHEETS 1/2, SECT. 6, T. 5S., R. 7E., SBBM — FILE NO. o W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. 0 a 9%,�'� 2 3112 C.V.W.D. DRAWING APPROVAL DATE 17 NOV 97 R�commendsd A°"'"'° GEN4.TIN. Df04 R.CE Me. 2Y6 mmftj R -CHEF END.Eim R.C.E. w. ZM75 DWG. No. 23112 RMsions: DATE Ai" i 0AN6E0 F/REHyORAAir5 FxoM we rb DRY 2 APDED MA/L 80X C0Nf416T NOTE 11-14-97 ADDED WELL/SEWER NorE 11-Z4-97 DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN TRACT NO.28242 IN THE COUNTY OF RIVERSIDE 2 OF 7 SHEETS 1/2, SECT. 6, T. 5S., R. 7E., SBBM — FILE NO. o W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. 0 a 9%,�'� 2 3112 FINISHED o > "� ���' h1� SURFACE OVER n 8s oco h 3' COVER AT WATER LINE 88.96 FS~ \° in 4' �v� nQ FINAL GRADE N r ` > za 8.4 gs Tp 84.10 5: -o oobo 0 X20 INV S=-0.0050 S� �� dt �± ho 80 T• &1, q 00 2`I ` CPP 46 A CROSSING v 0 3 N.T.S. EXIST. WALL• NOTE 4' SIDEWALK m V' WELL LOCATION TO BE `sx MINIMUM 5O'SEPERAr16A( 9GUTBTER FROM SEWER MAIN �• 1 ASTALL Zo' of 24'' bo ty4o ' Ssv . trio IMES AND(dR QlIMMAaEa i --rtes. CAS►11C� P.� A 22' ACCESS OPENING s°�uc�6IMALL.bF_ uxhtEc %4 01414 3 SEE GATE DETAIL GVWO "51EMeA-r, WELL SITE ,PLANS MANORGATE RD. 40' FINISHED EjJ SURFACE 15' 5' 15' 18' DIP WITH 18' F BUTTERFLY VALVE d AND 18' X 12' REDUCER - 12' X 6' --- REDUCER - - WITH 6' BLOW OFF 24' STEEL CASING 12' DIP WITH RESTRAINED JOINTS B WELL SITE LINE DETAIL 3 N.T.S. SEE SHEET NO.2 IRONER 4' SIDEWALK I � � 8 9 2 CONSTRUCT 8' DIP WATER 4' SIDEWALK 10+85* 10+97 (TYP.) I * 11+01 10+89 0 A _ 4' SIDEWALK - w10+91 CL GLENEAGLES CIR. (TYP.) PROPOSED 7 10 - 8' VCP SEWER 11+3-1 11+43 11+47.87 3 88:-221 X6' WED 01: NO 11+71.10 ER 6' OKY BARREL)k' 3 , FIRE H RANT A2 SEE TYPICAL WATER METER LOCATION DETAIL ON SHEET 1 4 5 ♦ ` u PROPOSED 8' VCP SEWER 11+71 FUTURE 8' PVC WELL DISCHARGE LINE II f 0 12+25 12+31 12 CAUTION: SCALE IN = 40' EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS 40 6 40 80 120 UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground. Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SEE TYPICAL WATER METER LOCATION DETAIL ON SHEET I- 13 PROP. t F'lO 6' WALL (L. MANORGAT ROAD , CVWD WELL i'B'�XBS SITE NO. 5722 /0,� i8;9f X90 �d� EXIST. 8' 611 41 x 6B°o VCP SEWER R/W ex l •pFO OGl'O CONSTRUCT 18' DIP WATER CONSTRUCT 12' DIP WATER WITH / C' RESTRAINED JOINTS �i '6 , ''Q 1Qxo oyoQ�� y j j � Sao o0 B PROPOSED 20' WATER Q� oX 34 EASEMENT 3 Li.D. ,.� F • c�- TRANS. PAD - o� >a 0 X0• X FUTUR � :, / :� �. �p � ELECT 33 4' SIDEWALK C INSTALL 20' OF 36' O.D. X 1/4' STEEL CASING 10+71.00 Go m 3 mO0 = �� 18'X6' REDUCER 6X'WALLD , R/W �� o 6' BLOWOFF O CONSTRUCT 18' z DIP WA I LH WI I H EXISTING 10' VCP SEWER w - RESTRAINED JOINTS PER CVWD DWG NO. 22456 41 'ti t .► CURB & � GUTTER ;z 0 77 ��- �� �€ ASE MEN, TS.,_�.._ _- _ LLl 39 1 i8 qC) ill CURB & �a { 71+87.62 -- _ _-._. ._ 00�r GUTTER 35 0o mo 4 i 10+0p• (NW)_ - _ Q O0 _ 18' CROSS) FINISHED N �4-1$. CONSTR T 0 SURFACE 2 w ~ �� 3 f 182X8' RED W) 12' DIP W TER R/W 00 16 , ,; 1N) 56 57 Q f CURB & GUTTER ,{ 1 10+80 Q *10+8b 1 ' 10+84 18' X 6' x+`10+94 I= 10+90 25J REDUCER I 8' -1/1 • 8 WITH 6 I END = BLOW OFF J 36 I 55 1,1, --CONSTRUCT ' Q 1 I I 8' DIP WATER 37 MIRAGE CIR. - 0� 11+i 8k 11 9� PROPOSED 8' VCP SE 38 \ R/W '1;" 32 20 80DNSPTRUC ER 19 PROPOSED\ \2k\°���0 8' VCP SEWER y , 51 31 •-\\�I . 0 � � 4 12+38.6a 1 # Q �' aaX6A 3.EE a 10+ia 21 , 6 oR iNYDRI'NT Q 4'(DALK l 12+41.68 10+91.47 85-221/2' BEND 18 CL BLOSSOM CIR. `a , o �! W 11+11.47 ;i i'" i 30 DEF. ANG.=0'10'21' 12+9A•T3 16 " i S'-11/4 8EN0 i 8' DIP WATER 22 ` CL GINGHAM CT. i 13+14.73 f 17 ' ' DEF. ANG.=22' 30'00' I 29 � 13+39 I t 11+91.86 11+93.86 13+43 13+50_ 8 X6 TEE F-)11+96.86 6' DkY BARREL Q M7 13+54 .FIRE HYDRANT ! �16 23 ;4 12+27t A3 6, 12+29 3 13+9014�1 8 ,i 13+88 28 12+36.02 13+92 80x 4 REDUCER 13+94 � 14+08.38 WITH 4' BLOW OFF t r' 8'-221/2' BEND 8'X6' REDUCER 5' R / W 3 I 15 24 6.�RY146ARREL SEE TYPICAL WATER I FIRE HYDRANT METELOCATION 14 DETAIL ON SHEET 1 SNuI oN 27 --10' PRIVATE STORM 25 I 26 DRAIN EASEMENT ` I 10' PRIVATE STORM 1 3 DRAIN EASEMENT I � r r 1 NOTE: NORTH ARROW POINTS DOWN DATE I BY I MARK ENGINEER REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: am 39 1 � 11+57.87 i 4' SIDEWALK R/W 54 12+,4.99 a'-11/4 8EN0 � � z �,� 0 ti a P R to \ 4 oZk�'S 1� O�� ��g �t \ E 6\� 1Dfl� a 53 kc A Sa `a v 52 4 SIDEWALK YP.ALK ( t3+a 13+91 �9 a' 11/4 KENO 40 ;t 51 CURB & GUTTER e i 50 � No 1 I a. 11 /4 0E j { 0i4+77 14+85.59 3Q � 1q+EA* DEF. ANG.=1° 13'51' At 14+81 I 1 14+88 F t 42 49 t m Q. t f � 15+46.44 15+43 € 15+49.44 6' DRY BARRELQz FIRE HYDRANT 43 t 8 48 15+81 15+83 15+85 ►,rA. _ 15+87 R/W- SEE TYPICAL WATER 44 METER LOCATION DETAIL ON SHEET 1 Slpww' 45 46 { 3 10' PRIVATE STORM DRAIN EASEMENT tI mum I t EXIST. MANORGATE RD. WALL 40 8' 1 18' S' 15' 18' DIP WITH 18' - - - BUTTERFLY VALVE -� 36' STEEL CASING 18' DIP WITH RESTRAINED JOINTS C WELL SITE LINE DETAIL 3 N.T.S. WATER DATA N0. DELTA OR BRG. RADIUS LENGTH REMARK 2 N 00-33'28- W 147.87' 21 N 21' 56' 32' E BENCH MARK: SEE SHEET ONE 23.23' 2 N I I' 38' 07' W F RANSPORT I DEPT., RIVERSIDE COUNTY, CALIFORNIA KHALED A. OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 91.47' 2 N 00' 23' 07' W 20.00' 2 N 00-33'28- W 124.55' 2 N 45° 15' 18' W 18.00' 2 N 46' 15' 18' W 68.00' 2 N 46' 45' 18' W 24.00' 2 N 33' 33' 07' W 79.48' 2 N 22' 18' 07' W 59.60' 3 N 1 1' 03' 07' W 74.91' 31 N 00' 1 1 ' 53' E 20.00' 3 N 00' 33'28' W 93.65' 3 N 21* 56'32' E 31.39' 3 N 43' 14' 42' E 127.75' 3 N 54-27'41- E 66.34' 3 N 65' 42'41' E 57. 16' 3 N 76° 57'415 E 57.17' 3 N 88' 12' 41 ' E 66.39' 3 N 80' 32' 19' W 27.53' 4 N 80' 32'19' W 212. 38' 4 I N 09' 27'41' E 90.25' 4 N 01' 47' 19' W 67.62' 4 N 13° 02' 19' W 57.12' 4 N 24' 1 7' 19' W 67.62' 4 N 35-32' 19' W 34.1 1 ' 4 N 24' 1 7' 19' W 74.47' 4 N 13' 02' 19' W 74.40' 4 N 01-47' 19' W 20.00' 4 N 00' 33' 28' W 105.18' 5 N 44' 48' 07' W 38.73' 117 N 09' 27' 41 ' E 71.00' 15+90.77 8'x 4' REDUCER WITH 4' BLOW OFF 47 1 y C.V.W.D. DRAWING APPROVAL DATE 17 NOV 97 kacomm.Mad: OF Ew..EHIigG RC M°. 49672 DwG. No bpo.d R 2 3113 DENE1Ml Yy1h(;ER-GREE 01CWFER.C.. No. 43 YS RMaiona: DATE APPR. RELOGq TED FtA'E HYDR�INT #-20_97 2 CNkA(6E0 FmM HyVC4A/r3 `ROM WET TO DIS/ 3 AD060 MAI(, Box CONF6lcr NOTE /I-14-97 4 k'e4ocATED w4me 58RVIG - /(-Z4-97 ADDED Weu. /Mj,/EIK Norte (I-24-97 DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN 3 TRACT NO. 28242 IN THE COUNTY OF RIVERSIDE of 7 SHEETS W I/2, SECT. 6, T. 5S., R. 7E., SBBM - FILE NO. W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. URI I /usr/pro Jdato/r_grp/d_i25691569wat8.dgn �/���� 23113 m N z m 0 T co W a v RECOMMENDED FOR AP ROVAL SEAL �OfEss1 ��, �p A• pl Fye r No. 33950 z m Exp.6-30-98 s� CIVIL �P ATF or CAl �FO�� SEAL o o�Ess10'�t ���' N,ICHE� Eye c3r^DATE:REGISTRATION '� W No. 46804 z Exp.6-30-99 sT CIVIL �P 4TF CAL\FO¢� I PREPARED UNDER THE DIRECT N OF EDWARD M. RATICAN R.C.E. 46804 Alfh_7 EXPIRES 6-30-99 WCK ENGINEERING COMPANY 3050 C100 Avenue LemRiveSuitrside, CA 92507 (909) 782-0707 �L i%iw APPRO ED BY: DATE: it SCALE: I' = 40' [DATE: NOV., 1997 BENCH MARK: SEE SHEET ONE DATE ! Y APPR. DATE CHECKED BY F RANSPORT I DEPT., RIVERSIDE COUNTY, CALIFORNIA KHALED A. OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 COUNTY DATE 1 y C.V.W.D. DRAWING APPROVAL DATE 17 NOV 97 kacomm.Mad: OF Ew..EHIigG RC M°. 49672 DwG. No bpo.d R 2 3113 DENE1Ml Yy1h(;ER-GREE 01CWFER.C.. No. 43 YS RMaiona: DATE APPR. RELOGq TED FtA'E HYDR�INT #-20_97 2 CNkA(6E0 FmM HyVC4A/r3 `ROM WET TO DIS/ 3 AD060 MAI(, Box CONF6lcr NOTE /I-14-97 4 k'e4ocATED w4me 58RVIG - /(-Z4-97 ADDED Weu. /Mj,/EIK Norte (I-24-97 DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN 3 TRACT NO. 28242 IN THE COUNTY OF RIVERSIDE of 7 SHEETS W I/2, SECT. 6, T. 5S., R. 7E., SBBM - FILE NO. W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. URI I /usr/pro Jdato/r_grp/d_i25691569wat8.dgn �/���� 23113 m N z m 0 T co W a v ' Z W3Z 3-- f -as" �n n--FIN15HFf1 SIIRFA('F cvo Dow Z o �` OVER WATER LINE A`�' y09 �p N>00 + CO 9 cS EXISTING 10' VCP o - N Oo + m o SEWER PER CVWD o s CURB & 00 ^`" w a w w a w M DWG N0. 22456 °O `" GUTTER--\f� - * o ti,`b o > z a B� ; 'o a c� A 12' 1. P. o� 12' D.LP. W EXISTING 10 VCP SEWER S=-0.0050 O S=-0.0092 W PER CVWD DWG N0. 22456 85,0 TP 2 -o M _ 51 81 .��•►�.=p / \ S=0.0000 ��x . \ z z z Z 0 0 00 W '� '� o m C0 Ca C"io o N Q N W� R/W SS e3 MANORGATE LOAD \ N ° " + oo oo - co 00 00 O Q \ _ to N Irl N RC1 Ln N I � O 7 m in I 6 2 C ONST R T ` \� \`\ �, 6.0' 10' 10' 6.0' co �' 0 M OA _ , 12' DIP ATER s �' L' 0 s \ ' NO TE: co 00 + � �m i CONSTRUCT \.\ ,� `J��'�O �`<c,�� \ WELL LOCATION TO BE RESTRAINED JOINTS 0 \ 8 DIP WATER \ .. 4' SIDEWALK xpo',.�� ��� `�, MINIMUM 60'sEPERArIoA! oo Q�10+79 10+81* 2 4' SIDEWALK (TYP.) �o �`Lo�,o� FROM SEWER MAIN 10+83 ,' 0 (TYP.) ,ti 0 D CROSSING 6' 10+85 'L ~ PROP. � 63 �� �' �/ � 22' ACCESS OPENING 4 N.T.S. � N 8' VCP �` CURB & \ \ SEE GATE DETAIL n W SEWER , FALCONWOOD CT. GUTTER S \ WELL SITE PLAN = J 58 E Q\ R/W Z 11+24 61 a°� pQ` R/W + X�`L• O �P ,h ; CVWD WELL - rn II 32 O EXISTING 2-4' ELECTRICAL (_) 11+44.33 OP,p���+ \' i l ° CONDUITS AND 1-4' EXISTING 16' WALL SITE N0. 5723 1�' 72 8'-221/2 BEND �O ��' �\ a a TELEPHONE CONDUIT ~ � *' F �►: EXISTING 10' VCP SEWER — Q CURB & 6 REDUCER 6q �-_- 'pX D i6. i % ! a� �� �; _ H PER CVWD DWG NO. 22456 � � GVp UTTER d d \ t' SEE TYPICAL R Ox \ . \ S ` ' \ X 1� �O o ,`\�'� ` o =° IID �9 METER LOCATION 0�' �"' o o <v v �4 �,�' TRANS. 9� DETAIL ON SHEET I 0 a cv o PAD CURB & --- '" W R/W PROPOSED \ // \ n, "� o ��oJ� * o- �i CONSTRUCT 12 DI '��, _�-� 9 + S �� x ,h o• c�, o c� o GUTTER r - '�~' 8' VCP SEWER �ti o .�����o�e �� �- WATER WITH O RESTRAINED JOINTS - -,A ✓ 59 RF y Cn gRRF CONSTRUCT \ �' ' � M o a Q Q Z -`�� -~'" CURB & o rn 0 yORq << / o ti Z Co N w ,9 �'''i - " GUT TER m + N NOTE: NORTH ARROW POINTS DOWN SCALE I'= 90' ISM 40 0 90 BO 120 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK 51 N 80' 32' 19' W CHECKED BY 87.62' DATE 5 N 80' 32' 19' W 90. 53' 5 N 69' 17' 19' W 66. 39' 5 N 58'02' 19' W 31.43' 5 N 56' 55'09' W 31. 4 I' 5 N 45' 40' 10' W 66. 39' 5 N 34' 25'09' W 93. 72' 5 N 34' 25'09' W 109.98' 5 N 45' 40'092 W 46. 86' 6 N 46' 35' 16' W 46.02' 6 ! N 57' 50' 16' W 26.80' 6 N 57' 50' 16' W 19.23' 6 N 69° 05' 16' W 24.63' 6 N 70-16'02' W 40.62' 6 N 81'31'02' W 31.26' 6 N 82'41'46- W 29.54' 6 N 86' 03' 13' E 47.44' 6 N 84-52'27- E 42.01' 6 N 73' 37' 27' E 65.98' 7 17' 54' 08' 967.00' 302.14' 71 N 09-27'41- E 144.33' 7 N 31' 57' 41' E 23.19' 7 N 55-34'51- E 1 1 1.83' 7 N 44-19'51- E 67.63' 7 N 33'04'51' E 57.11' 7 N 21 ' 49' 51 ' E 52.99' 7 N 10' 34' 51 ' E 75.78' 7 N 00'40'09' W 20.00' 7 N 00' 33' 29' W 53.60' 8 N 21-56'33- E 15.67' 81 N 32-09'44- E 68.00' 8 N 32' 09' 44' E 140.73' 8 N 54' 39' 44' E 23.38' Underground Service Alert Ca I I : TOLL FREE I-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG /usr/pro Jdata 'r-Crp/d-12569/569wot9.dgn 60 Nrf �- 8 DIP WATER ,, �� o m + o Q ... / �.� '" N N 65 p \ \ EX. 6' 1 78 D \ WALL 00 _ 0000 1' m > , -./`/ / r Ae 6+ rn GAINS OUGH CIR. a �9 �* 4., �� `, I a - ` W `` � CONST UCT � m= _ w #irxe8 �� ,� R/W CON RUCT s _ - `' �� �"� 12' DIP ATER +, o A2 77 12' IP WATER ° 6g �� 0 94 �IIGrn - 9-' 93 66 I /,X ' e '% CURB & 6 �� _ _ 6a d 92 0 ti r' 69 Fyo� 79 GUTTER l , ? 63 �y�p • f X68 - A Ac 3E5, �---••.___.-.._..,..._ 65 _._. 64 66 91 4' SIDEWALK ( PJ s oTi. �d 91 � V�P s 1{ ''` 4 • ,19 £SFR E BFN9s F 0�0� ,�- , ,o R/W o 90 o 4 ERN f �,,= q SEE TY ICAL WATER � � i l I i 76 �,V C ,- 0� IC'`9q ;f i „ p� 8 METER OCATiON d' 67 r Q �'WLZ o DETAIL N SHEET 1 89 ! 1 + I fs. t 6'f Y BARRE 8''/i/ . 8£ ST 80 fi* # �NS00 HYDRANT N 29 i 40yp Ijc 8 7 8 8 B.T f , x 12+96 t r "-' I ! 8'-u% • 89.56 + END 75 } 68 � \ UI 13+49 R/W 83 ( 85 I 13+53 13+65.34 SEE PICAL W ER 6.0 l/x X6°RF $FN too 13+55 ' I ME R LOCATI �P 6 0 D '-111/4' � CO8BEND AIL ONS ETI F/RF y 8gRRF�iI /�\ CSR CURB & 13+85.34 74 RgNT A / GUTTER' DEF. ANG.=O° 06'40' 84 13+91 i 4 6 9 i 83 EXIST. MANORGATE RD. i ..--- 9q WALL 40, 8 ' 14+3g. \ ` 14+36 g--22' 12 g CER ♦ too W 8`X6 REpO j4+34 82 FINISHED 80 `4+ 61 SURFACE ? 6' pR y 8 AFIRE R/W FIRE NYORAN Sµ����+AA!►'�� 73 v i5' S' 15' SEE TYPICAL WATER 12' DIP WITH 12' J' METER LOCATION TE SjpRM fi GATE VALVE DETAIL ON SHEET I �\0' PRINEASEMENT 12' X 6' — — — ` DRAIN REDUCER — — — i 72 WITH 6' C.V.W.D. DRAWING APPROVAL 70 71 BLOW OFF --/24' STEEL CASING Ch -4 DATE �'�17 NOV 97 RIQIECf E 12' DIP WITH RESTRAINED JOINTS R.cvm.»now pf R.0 E. M°. 29672 Dlwf No. wo "ll -d23114 daiElui Iu9wrER-CIEs ENGs#fR R.C.E. Mo, 1 600 � CAUTION: EXACT LOCATION of EXISTING E WELL SITE LINE DETAIL UNDERGROUND FACILITIES IS 4 N.T.S. UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. SEAL SEAL PREPARED UNDER THE DIRECTION OF- r" RICK ENGINEERING CONTRAN Y �p�OFESSIOHQRpFESS�pA,' Q$' A. 0 �`� q 1CHE( `K Fey EDWARD M. RATI AN R.C.E. 4 804 3050 Chicago venue `cv F,� T �G� lav M q _ G� Suite 100 ?Riverside. CA 92507 (909) 782-0707 0 ZP U 3P ' �^ DATE:AV17 REGISTRATION EXPIRES 6-30-99 No. 33950 W No. 46804 z Exp.6-30-98 Exp.6-30-99 APPROVED Y: DATE: Z SCALE: BENCH MARK: sT CIVIL �p 'PT CIV1\- I"ANSPORTVIVTDEPT.. RIVERSIDE COUNTY, CALIFORNIA SEE SHEET ONE 4TFP� CAI�FOQTF CA`��pP� KHALED A.OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: NOV., 1997 Ro.isions. DATE APPR. I CHANGED FILE HYDRANT AROM WET TO DRY 2 ADDED mom BOX CONF6I(.7 Nore 1l- 24 -97 3 ADDED W61Z I SEWER NOTE n -Z4-97 0*1 ko N DEL WEBB SUN CITY PALM DESERT WATER PLAN X TRACT NO.28242 4 ' 0 IN THE COUNTY OF RIVERSIDEz W Ill SECT. 6 T. 5S. R. 7E. SBBM of 7 SHEETS FILE NO. o W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. 0- 23114 23114 RECOMMENDED FOR APPROVAL / DATE DATE BY MARK APPR. DATE CHECKED BY ENGINEER REVISIONS COUNTY DATE DESIGNED BY: DRAWN BY: CHECKED BY: SEAL SEAL PREPARED UNDER THE DIRECTION OF- r" RICK ENGINEERING CONTRAN Y �p�OFESSIOHQRpFESS�pA,' Q$' A. 0 �`� q 1CHE( `K Fey EDWARD M. RATI AN R.C.E. 4 804 3050 Chicago venue `cv F,� T �G� lav M q _ G� Suite 100 ?Riverside. CA 92507 (909) 782-0707 0 ZP U 3P ' �^ DATE:AV17 REGISTRATION EXPIRES 6-30-99 No. 33950 W No. 46804 z Exp.6-30-98 Exp.6-30-99 APPROVED Y: DATE: Z SCALE: BENCH MARK: sT CIVIL �p 'PT CIV1\- I"ANSPORTVIVTDEPT.. RIVERSIDE COUNTY, CALIFORNIA SEE SHEET ONE 4TFP� CAI�FOQTF CA`��pP� KHALED A.OTHMAN R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: NOV., 1997 Ro.isions. DATE APPR. I CHANGED FILE HYDRANT AROM WET TO DRY 2 ADDED mom BOX CONF6I(.7 Nore 1l- 24 -97 3 ADDED W61Z I SEWER NOTE n -Z4-97 0*1 ko N DEL WEBB SUN CITY PALM DESERT WATER PLAN X TRACT NO.28242 4 ' 0 IN THE COUNTY OF RIVERSIDEz W Ill SECT. 6 T. 5S. R. 7E. SBBM of 7 SHEETS FILE NO. o W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. 0- 23114 23114 SCALE 13= 40' 40 0 40 CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert Call: TOLL FREE 1-800 422-4133 I TWO WORKING DAYS BEFORE YOU DIG /usr/pro Jdoto/r-qrp/d-12569/569woti0:dgn IN11 IZ' D.LP, S=-0.0050 I 87,0 TP $I�iI1I1Il; WATER DATA z N0. DELTA OR BRG. RADIUS LENGTH REMARK 8 37' 30' 480 967.00' 633. 13' 8 N 50057'36' W 7.52' 8 18. 41 ' 58' 1 1 17.00' 364.55' SCALE 13= 40' 40 0 40 CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert Call: TOLL FREE 1-800 422-4133 I TWO WORKING DAYS BEFORE YOU DIG /usr/pro Jdoto/r-qrp/d-12569/569woti0:dgn IN11 IZ' D.LP, S=-0.0050 I 87,0 TP $I�iI1I1Il; F CROSSING 5 N.T.S. NOTE: NORTH ARROW POINTS DOWN RECOMMENDED APPROVAL DATE !- `> DATE I BY I MARK APPR. DATE ENGINEER REVISIONS COUNTY CHECKED BY DESIGNED BY: DRAWN BY: CHECKED BY: DATE SEAL VOESSI- A. l c It 9 W " N0. 33950 Exp.6-30-98 CIVo- � �rF CAOFQP// C.V.W.D. DRAWING APPROVAL DATE Ch.c4 11 17 NOV 97 Rgcomrt�ondod� ow. No. pF R&.E M•. 2 bay. 23115 GEN WL M.N WN-CMET GOGM R RZ.E No. 73074 R�eisiona'. WE APPR. Ai, ELOCATED F/QEHYDRAAlTS /l'ZD-97 2 CNAA1660 f/RE NVORAN13 F&M WET to DR 3 gDDED MAIL BOX "A/FL/GT NOTE /1-24-97 4 RELOI.A7-66P WA17E2 .58RV106.5 /1-20-97 Lo N SEAL PREPARED UNDER THE DIRECTION OF- - DEL WEBB SUN CITY PALM DESERT POFESSI r F RICK ENGINEERING COMPANY PWATER IMPROVEMENT PLAN O\CHEt F%yc EDWA D M. R TICAN R.C.E.46804 I 3050 side, C Avenue92507 5 Suite 100 TRACT NO.28242 ' 1Riverside. CA 92507 (909) 782-0707 � 3Q ' � DATE: 7 REGISTRATION EXPIRES 6 30-99 o N0.46804 r' 7 Co Z '° APPROV DATE: /t -7 SCALE: BENCH MARK: IN THE COUNTY OF RIVERSIDE Exp.6-30-99 OF I SHEETS 40' EE SHEET ONE W 1/2, SECT. 6, T. 5S., R. 7E., SBBM FILE No. sT CIV1L �P F ANSPORT I DEPT.. RIVERSIDE COUNTY, CALIFORNIA S 4p P� KHALED A.OTHMAN f CAO �F13 W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. -� R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: SEPT. 1997 ° q�� rjr 23115 z z z z OMO w w M O w oooOm w N O. e O 0 • O •N N f� O " N� N � N + C.0 N �o (V N O 110ti O 5.8' 10' lo' 5.8 en RESTRAINED JOINTS F CROSSING 5 N.T.S. NOTE: NORTH ARROW POINTS DOWN RECOMMENDED APPROVAL DATE !- `> DATE I BY I MARK APPR. DATE ENGINEER REVISIONS COUNTY CHECKED BY DESIGNED BY: DRAWN BY: CHECKED BY: DATE SEAL VOESSI- A. l c It 9 W " N0. 33950 Exp.6-30-98 CIVo- � �rF CAOFQP// C.V.W.D. DRAWING APPROVAL DATE Ch.c4 11 17 NOV 97 Rgcomrt�ondod� ow. No. pF R&.E M•. 2 bay. 23115 GEN WL M.N WN-CMET GOGM R RZ.E No. 73074 R�eisiona'. WE APPR. Ai, ELOCATED F/QEHYDRAAlTS /l'ZD-97 2 CNAA1660 f/RE NVORAN13 F&M WET to DR 3 gDDED MAIL BOX "A/FL/GT NOTE /1-24-97 4 RELOI.A7-66P WA17E2 .58RV106.5 /1-20-97 Lo N SEAL PREPARED UNDER THE DIRECTION OF- - DEL WEBB SUN CITY PALM DESERT POFESSI r F RICK ENGINEERING COMPANY PWATER IMPROVEMENT PLAN O\CHEt F%yc EDWA D M. R TICAN R.C.E.46804 I 3050 side, C Avenue92507 5 Suite 100 TRACT NO.28242 ' 1Riverside. CA 92507 (909) 782-0707 � 3Q ' � DATE: 7 REGISTRATION EXPIRES 6 30-99 o N0.46804 r' 7 Co Z '° APPROV DATE: /t -7 SCALE: BENCH MARK: IN THE COUNTY OF RIVERSIDE Exp.6-30-99 OF I SHEETS 40' EE SHEET ONE W 1/2, SECT. 6, T. 5S., R. 7E., SBBM FILE No. sT CIV1L �P F ANSPORT I DEPT.. RIVERSIDE COUNTY, CALIFORNIA S 4p P� KHALED A.OTHMAN f CAO �F13 W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. -� R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: SEPT. 1997 ° q�� rjr 23115 PROPOSED FINISHED SURFACE OVER WATER LINE --\ Y COVER AT FINAL GRADE 12' DIP 40 0 5= l i Q EXIST. 48' CSP SO AT RIGHT SCALE I'= 40' 40 80 120 �? I aw aI I r-1 V) o�0 V I u w IZ Cc >� Q a(-,) O 571� a N ZC a CONSTRUCT Q o M Zm + I w S=-0.0050 +� 00 w> I 1 I I Ii 1 I I W � a, m o0 cv 6T.14' PROPOSED '0'2 91 w I V, &V w No. 46804i 9 D• `QQ dF�o WALL 134.54' I+15.05 9 co /> .0 cy. 37.51' I REMOVE EX. BLOW I REDUCER 9 ti CONSTRUCT 18.00' oo, 9sF ofe, I CROSSING +� 20.00' . '� 6 N.T.S. N 5.00' oo � 9�'' I UNDER DIRECT Di iL INSP TRICT CTION 9 N 75' 46' 58' E O 184.07' R.C.E. NO. 33950 0 N 75046'58' E II `� * 3' COVER AT " I EX. 24' SLEE 5' EA. I m FINAL GRADE + co� aMo\ JowTSalNEo NOTE: N 12' DIP �a " 8' D I EXIST. SD JUNC. STRUCT. AT RIGHT - - NO TREES AND/OR PERMANENT _ 93 II I 1 STRUCTURES SHALL BE LOCATED I EXIST 12' DIP I WITHIN CVWD EASEMENT AS SHOWN I I l i Q EXIST. 48' CSP SO AT RIGHT SCALE I'= 40' 40 80 120 �? I aw aI I w W � I o�0 V I Cn > N IZ Cc >� Q a(-,) 09' 18' 39' a �� I ZC a CONSTRUCT v I W I w S=-0.0050 I 5=-0.005 I 1 I I Ii 1 I I CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert Ca I I i TOIL FREE 1-800 422-4133 I TWO WORKING DAYS BEFORE YOU DIG /usr/projdoto/r_grp/d_12569/569wotil.dgn RESTRAINED JOINTS G CROSSING 6 N.T.S. FINISHED SURFACE OVER WATER LINE 0) 'SSE 5 —A SID J 22' ACCESS OPENING SEE GATE DETAIL WELL SITE PLAN IJ 10' PRIVATE STORM ( NOTE: DRAIN EASEMENT//4\ WELL LOCAT 10A1 TO BE II 1 a� R/W M/N/MUM 50'SEPreAT'IOA1 JJ IID 3 �g4 4' SIDEWALK (TYP) FROM 5_cW6K MAIN 1 11 1 Q 1p3 "5 11U SITEWELL 5724 D 1 I I I JIB �e -• ��►� Io+68.00 I ��•CURBER ,/ ` 'X6• REOUC F� I I II J <b III k� 12 6 B`_ I II H I I WJ aw `Q w W J ZW o > za � s i � > 154. 85' N Z O���Z 09' 18' 39' Z cr M a CONSTRUCT 1 1 1 7. 00' W' Uj w 12' DIP WATER 9 S=-0.0050 1' 5=-0.005 153.93' w z ALLEGRO DR. STORM DRAIN ?A 1483.00' 6T.14' PROPOSED 93 92 0 N 91 w I 68.00' &V w No. 46804i 9 D• `QQ dF�o WALL 134.54' I+15.05 9 �O0 /> .0 cy. 37.51' I REMOVE EX. BLOW I REDUCER 9 ti CONSTRUCT 18.00' oo, 9sF ofe, I CROSSING '14 CIV11. ��P TE' 20.00' . '� 6 N.T.S. 18807 3 5.00' 10 +60 05 tN1= Io I a oo•pO kw' s3 2� Gy 112 R/W CONSTRUCT I 12' DIP WATER 113 1 105+76.11 105+79.11 - --- 6 DRY BARREL 105+82-11 FIRE HYDRANT 114 106+41.57 (N)=10+00.00 (W) 12' TEE 3-12' GV �. MANORGATE ROAD 115 107+09 107+I 4' SIDEWALK 116 (TYP) R/W CONSTRUCT 12' DIP WATER 117 3QCURB & GUTTER * 108+33 'x'108+37 0 8 6 I I it I !2 I II I CONSTRUCT 6'X XWALL I I 1.1.D. 12' DIP WATER I TRANS. I I I I . AD I N I WATER DATA WSEo ao� RADIUS LENGTH dONIU r i � � s i � 1°0 �aW .��o G 154. 85' N Z O���Z 09' 18' 39' Z mx�W 6 V1 I I 8 CONSTRUCT 1 1 1 7. 00' W' Uj w 12' DIP WATER 9 9 05-56'49- > W EXIST. 48' CSP 153.93' w z ALLEGRO DR. STORM DRAIN 02' 35' 37' 1483.00' 6T.14' PROPOSED 93 92 0 N 91 w I 68.00' 10 +60 05 tN1= Io I a oo•pO kw' s3 2� Gy 112 R/W CONSTRUCT I 12' DIP WATER 113 1 105+76.11 105+79.11 - --- 6 DRY BARREL 105+82-11 FIRE HYDRANT 114 106+41.57 (N)=10+00.00 (W) 12' TEE 3-12' GV �. MANORGATE ROAD 115 107+09 107+I 4' SIDEWALK 116 (TYP) R/W CONSTRUCT 12' DIP WATER 117 3QCURB & GUTTER * 108+33 'x'108+37 0 8 6 I I it I !2 I II I CONSTRUCT 6'X XWALL I I 1.1.D. 12' DIP WATER I TRANS. I I I I . AD I N I WATER DATA N0. DELTA OR BRG. RADIUS LENGTH REMARK 8 07' 56' 35' 1 1 17. 00' 154. 85' I 8 09' 18' 39' 1 1 1 7. 00' 181.52' I I 8 07-02'45- 1 1 1 7. 00' 137. 36' 30050Suit•CII Avonue 100 9 05-56'49- 1483.00' 153.93' 9 02' 35' 37' 1483.00' 6T.14' PROPOSED 9 N 65'40'55- E w I 68.00' &V w No. 46804i 9 N 75' 24' 13' E dF�o WALL 134.54' I+15.05 9 N 30' 24' 12' E /> .0 cy. 37.51' I REMOVE EX. BLOW I REDUCER 9 N 31' 46' 54' E CONSTRUCT 18.00' oo, 9sF ofe, 9 N 33' 16' 54' E '14 CIV11. ��P TE' 20.00' . '� 9 N 78' 1 6' 53' E 18807 3 5.00' oo � 9�'' I UNDER DIRECT Di iL INSP TRICT CTION 9 N 75' 46' 58' E O 184.07' R.C.E. NO. 33950 0 N 75046'58' E DATE: 413.61' * oh I EX. 24' SLEE 5' EA. I NOR188 WD DWG. Z I oho w = co N `c w o °>o R/W Ln u, re) I1 • PROPOSED ,`r, .1 ± w 1 �" 8' VCP S ER ± N CC_ I ( V I SEE TYP WATER METER (`;Cao I I Z I i LOC. DET IL ON SHEET I M� �, I I CD I I EERBROOK °NZI CD I CIR �+ I ZI I I 163a 164 I I 1 t 165 I I 3 107+78.93 PRC I I -- EXIST. GAS 1 I----I-�-- EXIST. ELEC. W I PROPOSED WER I 11 I 8 C SE 161 160 " 1 1 162 1 1 EXIST. WATER M wI iI M. z w EXIST. 48' CSP CONSTRUCT STORM DRAIN 00 o z 1 I 118 - , 8' DIP WATER I R/W 108+88.87 �' rl-I 5'nRy. BAKREL F.i$E _KYQfiAKI ! `� o Cr Ln I i I � 1. 00� z 00 00 90 8 —_ 99 88 fi A. , � / � S� WILD CAT RESTRAINED JOINTS N FROM STA 109+00 TO Q Q I °O STA 109+60 L_ % co I I — 12 CROSS. IZ,GV3 CURB & 000 0 CO U 9_ I 2-12'X8' REDUCER -NV) GUTTER )f * P OPOS 87+68* 11, 0 8 VCP SE ER CONST. 8' DIP WATER MATCH LINE STA. 110+00.0 SEE SHEET NO, 7 AL EGRO CIR. 159 156 157 158 NOTE: NORTH ARROW POINTS DOWN RECOMMENDED FOR APPROVAL DATEt�L CHECKED 0Y T,' I DATE ( LI PREPARED UNDER THE DIRECTION OFA DATE BY MARK APPR. DATE ENGINEER REVISIONS COUNTY DESIGNED BY: DRAWN BY: CHECKED BY: 166 � I i I 167 A. 0l EL I I I EDWARD M. R TI AN R.C.E. 46804 - CURB & GUTTER Lee 30050Suit•CII Avonue 100 EXIST 6' WALL I DATE: 168 Riverside. CA 92501 (909) 782-0707 APPRO EO Y: DATE: Z?ZgZ9> PROPOSED p9 BLOCK w I I- &V w No. 46804i 8' VCP SEWER //X F�,�, dF�o WALL i 1 I+15.05 /> .0 cy. °� I REMOVE EX. BLOW I REDUCER FF & CONSTRUCT gtic` ''x>> oo, 9sF ofe, AND CO I TO EX. 12 DIP WATE IN LINE I '14 CIV11. ��P TE' 12' DIP WATER . '� 97 PER CVWD DWG. NO 18807 3 SEE SHEET ONE oo � 9�'' I UNDER DIRECT Di iL INSP TRICT CTION O O R.C.E. NO. 33950 W -- DATE: CURB & CUTTER Q * oh I EX. 24' SLEE 5' EA. I I SIDE OF WAL JowTSalNEo NOTE: �a I NO TREES AND/OR PERMANENT _ 93 II I 1 STRUCTURES SHALL BE LOCATED EXIST 12' DIP I WITHIN CVWD EASEMENT AS SHOWN NOR188 WD DWG. Z I oho w = co N `c w o °>o R/W Ln u, re) I1 • PROPOSED ,`r, .1 ± w 1 �" 8' VCP S ER ± N CC_ I ( V I SEE TYP WATER METER (`;Cao I I Z I i LOC. DET IL ON SHEET I M� �, I I CD I I EERBROOK °NZI CD I CIR �+ I ZI I I 163a 164 I I 1 t 165 I I 3 107+78.93 PRC I I -- EXIST. GAS 1 I----I-�-- EXIST. ELEC. W I PROPOSED WER I 11 I 8 C SE 161 160 " 1 1 162 1 1 EXIST. WATER M wI iI M. z w EXIST. 48' CSP CONSTRUCT STORM DRAIN 00 o z 1 I 118 - , 8' DIP WATER I R/W 108+88.87 �' rl-I 5'nRy. BAKREL F.i$E _KYQfiAKI ! `� o Cr Ln I i I � 1. 00� z 00 00 90 8 —_ 99 88 fi A. , � / � S� WILD CAT RESTRAINED JOINTS N FROM STA 109+00 TO Q Q I °O STA 109+60 L_ % co I I — 12 CROSS. IZ,GV3 CURB & 000 0 CO U 9_ I 2-12'X8' REDUCER -NV) GUTTER )f * P OPOS 87+68* 11, 0 8 VCP SE ER CONST. 8' DIP WATER MATCH LINE STA. 110+00.0 SEE SHEET NO, 7 AL EGRO CIR. 159 156 157 158 NOTE: NORTH ARROW POINTS DOWN EXIST. n j MANORGATE RD. - WALL 40' 1 FINISHED SURFACE--\ I iii IS 5 IS IZ' DIP WITH 12' �f1 GATE VALVE � 12' X 6' — — — REDUCER — — WITH 6' BLOW OFF 24' STEEL CASING 12' DIP WITH RESTRAINED JOINTS H WELL SITE LINE DETAIL 6 N.T.S. SEAL RECOMMENDED FOR APPROVAL DATEt�L CHECKED 0Y T,' I DATE ( LI PREPARED UNDER THE DIRECTION OFA DATE BY MARK APPR. DATE ENGINEER REVISIONS COUNTY DESIGNED BY: DRAWN BY: CHECKED BY: EXIST. n j MANORGATE RD. - WALL 40' 1 FINISHED SURFACE--\ I iii IS 5 IS IZ' DIP WITH 12' �f1 GATE VALVE � 12' X 6' — — — REDUCER — — WITH 6' BLOW OFF 24' STEEL CASING 12' DIP WITH RESTRAINED JOINTS H WELL SITE LINE DETAIL 6 N.T.S. SEAL SEAL PREPARED UNDER THE DIRECTION OFA RICK ENGINEERING COMPANY �OFESSI �OFEss� A. 0l EL AjCHQ 4, EDWARD M. R TI AN R.C.E. 46804 Lee 30050Suit•CII Avonue 100 `^U " 'Af^ DATE: REGISTRATION EXPIRES 6-30-99 Riverside. CA 92501 (909) 782-0707 APPRO EO Y: DATE: Z?ZgZ9> SCALE: BENCH MARK: N0.33950 &V w No. 46804i Exp.6-30-98 Exp.6-30-99 '54 CIVIL ��P '14 CIV11. ��P TE' F RANSPORT TI DEPT., RIVERSIDE COUNTY. CALIFORNIA KHALEO A. OTHMAN SEE SHEET ONE � CAL,� ()f �,ALI� R.C.E. NO. 33950 EXP. DATE 6-30-98 DATE: NOV., 1997 If'e_e I 1-1-VWJ oATE 17 NOV 97 Mao,rw.u,ww:JI or c. w n oro. Pic 23116 avow ww-cmu R.C.K. w. mys m A RuocwEO F/RE,yvoe. A1r #40-97 2 CNAN&ED F1&-HWRAAir6 FROM WET ro DRY I1-24-97 3 ADDED MAILBDX COAIACICt NOTE 11-24- 97 4 fFDDBD WE[-L/5Ewelt 1110TE7 Il -Z4-917 DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN TRACT NO.28242 6 IN THE COUNTY OF RIVERSIDE W 1/2 SECT. 6 T. 5S. R. 7E. SBBM °F SHEETS FILE NO. o W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. 0 91;2,off 2 3116 I i � Soo S• G� S 112 � � � . 121+D5R•y BpRRE` 00 ND f / aI, 261�RED� ER II a' ✓ a X 120+15.62 EC , 6 I — - — "`✓ EXIST. 6' WALL 136 ; -----"— -- -" 143 0124+34 �� R/W 4.\2()+30 \ � ---" CUR & _ - GU ER SEE TYPICAL WATER METER CURB &o DETAIL ON SHEET I GUTTER i I- _ - ( 6' t7R NYpRpN� '� 116 02 13 7 µ D FIRE 12+02 PROPOSED 12: 27 ,p3 BEND � ���°►� 142 8' VCP SEW i 22 �i a - EDUCER N I 4' SIDEWALK 144 a'X6 R ! CE FREISHA CT. (TYPJ r + I i R/W 151 011+90 � CURB & f GUTTER SEE TYPICAL WATER METE ..---�'`138 119+13.96 BC 12 2S.1 !3pRQ DETAIL ON SHEET I X D F1RE H't�RpN CONSTRUCT I' 88 VCPSSEEWER 119+I 14 11+a4�c 145 8 DIP WATER ;� 141 119+06 152a+ao *A 150 t1+Ao 118+74.41 11+36 159 12+0� .23 BEND , ` 8'-111/4 BEND 8'x • 2 EDUCE11+86 DAMASK ROSE CT i — t 1 10+95 139 i t { 10+9I 118+41.09 146 4' SID) WALK 1L 140 8'-22y2' BEND Jll ( SIDEWALK f i (T P.) ; 158 153 CONSTRUCT PROPOSED 3 — O ' WATER � ; 8' VCP SEWER 149 ,*10+a6 � PROPOSED 8 DIP A R/W 8' VCP SEW R t c� W Q2 v CrCURB & PROPED 8 co 1 I 10+93` O s 147 GUTTER W s VCP S WER Q 154 157 0 10+a2 3t` 148 ' �= -- z 00 --� CO STRUCT �lo 8' P WATER � � 8' l 4' SIDEWALK ,,.._-�----""" U5 � z Z6' (TYP.) ° MANORGAT ROAD ao CURB & _ t CUR & r- CD :1 156 155 GUTTER t -"" 11A ° x GUTT R N N T= Cr,129 w PROPOSED R/W Q W 8' VCP SEWER 1 -- '" - o Co N---�--"--_- i3 0� o a LL 128 w __ _-112 -- CONSTRUCT r- Q o 127 N _ �, 111 101 R/w 8' DIP WATER Q mo 126 z Z 4' SIDEWALK t CO v,� woo so* 0 CO r el + C:) 125 Q• a sn Lo m _oj ORM � t 12 4 ,i 10' FRIV p� E SENZwoo � o Q ` , DRAIN EASEM +� CONSTRUCT �a 123 C" 8 DIP WATER a� Z t -.. m o o� N 122 © ± �+ ap M V) 119 120 121 'k � _ Z A �� J U_.��• CAUTION= EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS 'UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. Underground Service Alert a. Ca I I : TOLL FREE 1-800 422-4133 /usr/pr N!elata/r-qrp/d-12569/569wot12.dgn DATE I BY I MARK ENGINEER DLSIUNLU bY: R/W 135 ' SEE TYPICAL WATER METER ' DETAIL ON SHEET I I 120+52 * ZD 134 - BANYON GROVE CT. --A A -CONSTRUCT 8' DIP WATER 133 4' SIDEWALK (TYP.) 119+17 119+13 132 CURB & GUTTER w R/W 131 A`s• xp0 OF2 °s O SCALE I' = 40' 40 0 40 80 120 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK 101 10' 12' 48' 1483.00' 264.35' ,mss, I 0 04' 13' 1 1 ' 1483.00' 109.22' p. 19� 10 N 30° 54' 30' W U Cr_ 10.38` 9 10 02'29'36' 1417. 00' 61.66' I 0 N 28-24'43- W 105.33' , 10 N 28-24'43. W S=-0.0050 240.11' .I.P. �0.I. I 0 N 73-24'43- W 41.04' 90.3 TP 10 N 84' 05' 1 7' E 33.32' S=0.0000 10 N 72' 50' 1 7' E 39.55' Z Z I I 1 1' 27' 49' 808.00' 161.66' w w omom o omom III N 61' 23' 21 ' E 6.63' cn, m m a,. ��tl1��N� N I I N 38' 53'21' E 23. 54' 00 N a,) N O N N + + N + + N + N O i I N 62' 58'31' E 207. 23' ocr) I I N 85' 28'32' E 20, 91' r- 6.3' 10' 10' 6.3' 11 N 61' 35' 1 7' E 227.03' 11 N 84' 05'17' E j 20.90' RESTRAINED JOINTS FINISHED SURFACE S 9.95. OVEWATER LINE �hQ`' ,mss, Cr aw o �a p. 19� Cr J zwp U Cr_ 9 F_ a , S=-0.0050 .I.P. �0.I. 5=0.0144 90.3 TP S=0.0000 Z Z w w omom o omom cn, m m a,. ��tl1��N� N 00 N a,) N O N N + + N + + N + N O ocr) r- 6.3' 10' 10' 6.3' RESTRAINED JOINTS CROSSING 7 N.T.S. RECOMMENDED FOR SEAL SEAL PREPARED UNDER THE DIRECTION OF- �' RICK ENGINEERING COMPANY APPROVAL gyp? OFESS/_N oQRpFESSiON �c 3050 Ch)Cogo Avewe A. p EyEDWARD 1RTICN Sulte 100 N L0.9 Riverside, CA 92507 (909) 782-0707 % DATE: / REGISTRA ION EXPIRES 6-30-99 iyle- i�t�rt;K " No. 33950 Z w No. 46804 z APPROV D BY• DATE: i'C SCALE: BENCH MARK: T- Exp.6-30-98 Exp.6-30-99 DATE lti % I" = 40' APPR. DATE SEE SHEET ONE CHECKED BY sT CI V lti �P .l'T CIVIL �P TRANSP 7 N DEPT.: RIVERSIDE COUNTY. CALIFORNIA REVISIONS COUNTY 4r \epP� 4lF `�OP� KHAL1=u A. 0 i aMAN ., / F� cA� cA� FxI . DATI 30 �e DATE: fiOV.,100� DRAWN BY: LHLLKLU by: DATE /2f Y/ �� o=_/ k.�.L. leu. 33` �u C.V.W.D. DRAWING APPROVAL DATE 17 %r0 • 9 7 12" RowrtrnorWOA. OF RF. Ro. 29672 - MG. No- �aow.a: 2 3117 YYM(ER-CHU F7rmlx R.CF. No. =78 Revisions: DA"' A'. 1 CNANUEO F/REHVORANTS F94M WET f0 DRY 11-7,4.97 2 A0060 m41t_ oX ewatcr Norr 11-24-97 DEL WEBB SUN CITY PALM DESERT WATER IMPROVEMENT PLAN TRACT NO.28242 7 z IN THE COUNTY OF RIVERSIDE of 7SHEETS CO W 1/2, SECT. 6, T. 5S., R. 7E., SBBM — W FILE NO. W.O. FOR: DEL WEBB CALIFORNIA CORP. F.B. o a q/ ja,mrr 2 3117