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944p_sw/ "r ..l I OF dJ l J APP AAV ATWO COST IV RfE CI OUNTY j. c sma sE w AccammE omwry oF Rmns fx' ' ,:x SPRING MOUN 4 774E PRIVATE 8VG#ELW SIMM THE PLANS IS RES FOR ACCURACY J OF / HERE OF J 7- =. w- .. C . w -_ r/ .; yz s •.. 6 e P9 mm p 1 w W y -,�i r /,- x ', � C° lU: r : ♦ 1 ' �' r ^w .a- ':. ` �` r " i r' Ap _ o &A i n: , cc rr CURW Ex EAMNG r , .r GO GRADE BREAK / S - ,.: 77 0V LF LAWAR x MH •, 1 INSTALL SEWER PIPE ENCASEMENT PER CITY OF RIVERSIDE STD DWG. ,NO. 564 Alpw -,' :. r °w PROPOSM • P OI . YWX CH40RW 75 EA 2,658 s , tF 7–1 • , t f t 8 BACKWATER VAL VE 32 EA 8 METERING ST477ON (AWWA- GIs 150 00v 1 s I / // r tt ti• f x` .: •, k xJ : - r sr °,f rr F / •' ;f Ft. / t! .; 2,173 EA 1 /r +ry rr tfi r r - °• 7 ri t' it t' r ti r' 1 TRENCH BACKFILL PER CITY OF RIVERSIDE STD. DWG NO. 453, RIPE BEDDING PER STD. DWG. NO. 452 21,758 LF 13 CONNEC770N TO EX/ST7NG SEWER MANHOLE 1 t 14 INSTALL 8" PLUG 24 EA 15 r 436 LF ,. 'r x`t' ,. 1 r• .. ,_ _. 'x•r_ :7 - / .x " r -: tr '':7• i,r^ r ;. r' -, T:" .i._ , .: . 101.28 LF 10 +00 TO STA. 20 +38.31) ' .. .. .�.: 3i ' 'x / Y - .: 1 k / t Jx ""N <AI • ;. �. i.` ' ,:_ °t 9 ♦ r 1 °K / `; r x" i F l ,. ,r •x " /'" I I rte° N /.._ r i.': xr t -- _ a_ YJ ,J ,. ,. J . ,. _. , —0 +26 TO STA. 3 +77.29) - - - -11 SPRING MOUNTAIN ROAD (TTA4 29597) / 0 +00 TO STA. 5 +67.37) .. C . w -_ r/ .; yz s •.. 6 e P9 mm p 1 w RHOC W SO r' Ap _ o &A i n: , cc rr CURW Ex EAMNG Fm , .r GO GRADE BREAK / S - ,.: 77 0V LF LAWAR x MH •, 1 INSTALL SEWER PIPE ENCASEMENT PER CITY OF RIVERSIDE STD DWG. ,NO. 564 Alpw -,' :. r °w PROPOSM PIC P OI . YWX CH40RW 75 EA 2,658 s , tF 7–1 • , t f t RHOC x : , h � tom, i HA7FR CO MPAAP� CFD QTY. UNIT MR SrANVARD DA097VSIOV RA 770 715 SEN sr s7wr 3,777 LF ST SrAAVARD AP *° o 4 yr C IA Y PIPE O R COUNTY / ' Vii" �' t DE APPROVED BY t fi fy� DATE: V-.] d\ a WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT RIVERSIDE COUNTY DEPARTMENT OF PUBLIC WORKS DESIGN STANDARDS AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION (APWA) "GREEN BOOK" STANDARDS AND SPECIFICATIONS. CONSTRUCTION NOTES AND QUANTITY TABLE ITEM 1 DESCR/P77ON CFD QTY. UNIT 1 INSTALL 10" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STDD, DWG NO 452 715 LF 2 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DING. NO. 452 3,777 LF 3 INSTALL 8" S'DR 35 PVC SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG NO. 452 4 F 4 CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF-RIVERSIDE STD. DWG. ND 500 / S EA 5 SEWER MAIN CLEANOUT _ q 6 INSTALL SEWER PIPE ENCASEMENT PER CITY OF RIVERSIDE STD DWG. ,NO. 564 1 EA 23.25 LF 7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A, 560 75 EA 2,658 LF 8 BACKWATER VAL VE 32 EA 8 METERING ST477ON (AWWA- GIs 150 00v 1 EA 1f) INSTALL 8" PVC E- R t-ORCE. MA1 . BEDDING PER CITY OF RIVERSIDE STD. DWG NO. 452 2,173 EA 1 FORCEMA/N CLEANOUT PER 57D 559 7 LF 1 TRENCH BACKFILL PER CITY OF RIVERSIDE STD. DWG NO. 453, RIPE BEDDING PER STD. DWG. NO. 452 21,758 LF 13 CONNEC770N TO EX/ST7NG SEWER MANHOLE 1 EA 14 INSTALL 8" PLUG 24 EA 15 INSTALL 12" VCP SEINER MAIN. BEDDING PER CITY OF RIVERSIDE SID. DWG: NO. 452 436 LF SPRING SLEEVES TO BE PER PLAN. SEWER MAIN TO BE INSTALLED IN THE SLEEVE {39TH A CONTINUOUS 2 "X6" REDWOOD LUMBER SKID AND 1" STAN/NLESS S7EEL BANDS AT 5' ON CENTER. ATTACHING THE INSERT SIZE OF SEWER MAIN, HERE TO THE SKID. 101.28 LF OWNER / PERMITTEE RWR HOME4, INC 2710 LOKER AWAVE W£ST, STE, 350 CARLSBAD, CA 92008 (760) 918 -6797 BY.• BOB 7ZIRI DA TE VICE PRESIDENT DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRO.CCT, THAT I HAVE EX£Rasm RESPONSIBLE CHARGE OVER THE DESIGN OF THE i PROJECT AS DEFINED IN SEC7701V 6703 OF THE BUSINESS AND PROFESSION CODE, AND THAT 7HE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IN ASSUMING RESPONSIBLE CHARGE / ACCEPT fZILL RESPONSIBILITY FOR 7H£ EN77RE DESIGN OF THIS PROJECT AS SHOWN ON THESE PLANS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECYRCA770NS BY 7HE COUNTY OF RIVERSIDE, CITY OF Rl.WRS/DE, OR THEIR AGENTS IS CON1-7N£D 70 A REVIEW ONL Y AND DOES NOT RELIEVE ` ME, AS ENGINEER OF WW, OF MY RESPOIVSI8IL177ES FOR THE PROJECT DESIGN STAN7EC CONSUL TING INC. 277 RANCHEROS DRIVE, SU17F 300 SAN MARCOS, CA 92069 (760) 891-J 200 r DAM / No. 38396 Exp. 3/31/07 QF CA" LEGEND WATER LATERAL — SEWER LATERAL WITH CLEANOUT .— FIRE HYDRANT — NOTE: SEWER LOCATION IS 6' NORTH OR EAST OF CENTERLINE PER AGREEMENT BETWEEN THE CITY OF RIVERSIDE & RIVERSIDE COUNTY. SHEETINDEX TITLE SHEET — — — — — — — - -' -- - -- – — — -- —01 INDEX SHEET — — — — — — — -- -- -- -- — — -- -. – ---02 PIGEON PASS ROAD EAST (STA. 0 +00 TO STA. 9 +95.80) - - - -03 PIGEON PASS ROAD EAST (STA. 9 +95.80 TO STA. 19 +00) --04 PIGEON PASS ROAD EAST (STA. 19 +00 TO STA. 29 +00) - - -05 PIGEON PASS ROAD EAST (STA. 29 +00 TO STA. 39 +00) - - - -06 PIGEON PASS ROAD EAST (STA. 39 +00 TO STA. 46 +57.67) - --07 SPRING MOUNTAIN ROAD (TTM 29599) (STA. 0 +00 TO STA. 10 +91.90) - - - -08 SPRING MOUNTAIN ROAD (TIM 29597) (STA. 0 +00 TO STA. 10 +00.00) - - -09 SPRING MOUNTAIN ROAD (TTM 29597) (STA. 10 +00 TO STA. 20 +38.31) - - -10 CENTER STREET (STA. —0 +26 TO STA. 3 +77.29) - - - -11 SPRING MOUNTAIN ROAD (TTA4 29597) (STA. 0 +00 TO STA. 5 +67.37) - - - -12 SPRING MOUNTAIN ROAD (TIM 29600) (STA. 0 +00 TO STA. 8 +49.46) - - -13 PRAIRIE DRIVE (TTM 29597) (STA. 0 +00 TO STA. 4 +00) —14 PRAIRIE DRIVE (TTM 29597) (STA. 4 +00 TO STA. 11 + 11.27) - -15 SPRING STREET WEST (STA. 0 +00 TO STA. 10 +00) 16 SPRING STREET WEST (STA. 10 +00 TO STA. 20 +00) - - -17 SPRING STREET WEST (STA. 20 +00 70 STA. 23 +63) —18 PIGEON PASS ROAD WEST (STA. 1 +00 TO STA. 7 1 +96.66) --19 MOUNT VERNON AVE. (STA. 0 +00 TO STA. 5 +00) 20 MOUNT VERNON AVE. (STA. 5 +00 TO STA 10 +51.07) --21 PALMYRITA AVE. (STA. 74 +47.29 TO STA. 83+54.05)-22 PALMYRITA AVE. (STA. 72 +45.22 TO STA. 77 +53. 19) 23 PIGEON PASS ROAD WEST (STA. 1+00 TO STA. 11 +70.30) —24 MOUNT VERNON AVE. (STA. 0 +0 TO STA. 12 +77.14) 25 LINE "B" (STA. 10 +00 TO STA. 12 +00.16) —26 LINE "B PARK" (STA. 10 +00 TO STA. 12 +25.00) 26 a +�:, �: [ ,r •� ��� �. 0 •: 1 0: \160 "188.03 \Dwg \Improvements \Phase 1— Backbone \sewer\ SS- 02.dwg 06/28/06_1,5: 4Y 1O Flanged cast iron 45° elbow. Class 15' O Flanged 12" cast iron 45' WYE. Class 150. O Cast iron reducing flange. Class 150, 8" W/2 Threaded plug. 4 Flanged cast iron coupling adapter, x 24" dresser Style 127 (Epoxy lined & coats O Pipe support. See Detail Sheet 2. © Flanged plug valve. Class 150, Clow. O Ductile 7' Iron pipe to match — diameter of Force Main. ® Dresser-Style 253 Coupling MANHOLE FRAME AND COVER - ALHAMBRA FOUNDRY: A- 1251 -6 OR EQUAL APPROVED BY CITY Q ..loJ� CLASS 560 -B -3250 CONCRETE Manhole Cover All Steel Reinforcement No.4 — 4" O.C. n Force Main in. i 8 "min. APPROVED DATE I CITY OF RIVERSIDE CITY ENGINEER- R.C.E. 36170 PUBLIC WORKS DEPT. — ENGINEERING DIV. l;•1:1:1:� : a � � STANDARD DRAWING N0. 559 Sheet 1 of 2 OUTSIDE DIAMETER ,,�-'OF FORCE MAIN ADJUSTABLE PIPE SADDLE SUPPORT AND REDUCER. COMPLIES WITH WITH LOCKOUT NIPPLE FEDERAL SPECIFICATION A- A -1192A (Type 38) OR ANSI - /MSS SP -58 KM� Manhole Size Size 72" < 12" o: = o w STANDARD W m z w'-' z PIPE THREAD 02 � 8" ¢ 18" Z BASE 3/4" x STAND x 24" (See table 1) STANDARD WEIGHT BLACK PIPE, (SIZE TO MATCH REDUCER, THREAD ONE END) TABLE 1 PIPE SUPPORT DETAIL GENERAL NOTES NTS 1. All fittings shall be some size as the force main. 2. Steps shall be 14" wide stirrup type safety steps. The steps or sockets shall be cast in place at time of manufacture. Steps shall be spaced a maximum of 16 c.c. Material for steps shall be 1/2" grade 60 steel reinforcing rod coated with polypropylene, ASTM D -4101 or City approved equal. 3. Diameter of force main cleanout shall be determined by force main size as in the following table. Force Main 4" 10" Manhole Size Size 72" 1/2" x 12" 84" 6 4. When force main cleanout is in a street to be poved manhole frame shall be set after adjacent pavement has been placed. Top shall be flush with pavement. 5. At the contractors option, thickness of manhole wall may be 4 -1/8" provided Class 560 -D -4000 concrete is used. 6. Cover shall have letter S in center. Force Main Steel Plate Size 4• 1/2" x 12" x 12" 6 1 /2" x 18" x 18" 8" 5/8" x 18" x 18" 10" 3/4" x 24" x 24" APPROVED DATE CITY OF RIVERSIDE CITY ENGINEER- R.C.E, 36170 PUBLIC WORKS DEPT. — ENGINEERING DIV. PRECAST CONCRETE FORCE MAIN CLEANOIJT MARK REVISION APPR. DATE STANDARD DRAWING N0. Sheet 2 of 2 R/W 1.5' F, FM FIRE HYDRANT (LOCATE FIRE HYDRANT IN ACCORDANCE WITH STD. 400 AND ORD. 546, SEC. 901) JOINT U70T1E5 TRENCH — (AD✓UST TRENCH TO AVOID CONFLICTS) SOUTH SIDE OR WEST SIDE NORTH SIDE OR EAST SIDE 3.0' NORMAL MIN. C/L 4.0' I, C �. D , MIN 6' A' B' EWALK JAI VE —� BO' DEPTH VARIES 7MAIN GAS M AIN 6' , 6' CURB & GUTTER (TYP.) 6.5' M /N. 2.5! NORMAL MIN. STREET NAME DIMENSION REMARKS WATER WATER B' 'C' MAIN MAIN MOUNT VERNON A VENUE STORM STORM DRAIN DRAIN DEPTH VARIES 7MAIN GAS M AIN 6' , 6' CURB & GUTTER (TYP.) 6.5' M /N. 2.5! NORMAL MIN. STREET NAME DIMENSION REMARKS A ' B' 'C' D' MOUNT VERNON A VENUE 7' — — 77' 6' 6' 6' CENTER STREET 5' 3.5' — 15' 6' 6' — SPRING STREET 7' — — 12' 6' 6' — PRAIRIE DRIVE 7' — — — 6' 6' — PER RCTD STD. N0. 817 PIGEON PASS ROAD 7' — — — 6' 6' — PER RCTD STD. NO. 877 HIGHGROVE PLACE 7' — — — 5' — — PALMYRITA AVENUE 7' — — 12' 6' 6' — SPRING MOUNTAIN ROAD 5' 3.5' — 15' 6 6' — L YON ROAD 7' — — — 6' 6' — PER RCTD STD. ND. 817 OLD MULE ROAD 7' — — — — — — STOCKYARD ROAD 5' 3.5' 13' 6' 6' — IRON RAIL DRIVE — — — 12' — — — WALKING BEAM DRIVE — — — 12' — — — TYP /CAL UNDERGROUND UTILITY LOCATIONS DETAIL "E NOT TO SCALE D TYP. SEWER I SERVICE WITH CLEANOUT AT P.L. LOCATION 5' TYP. 1Vb VU Ltf NOTE: FINAL DRIVEWAY SIDEWALK LOCATIONS AND CONTIGUOUS CONSTRUCTION THEREOF TO CURB 10' M/N SHALL BE PER SEPARATE PLAN. DRIVEWAY SHALL LINE " STREET GRADE NOT BE CONSTRUCTED TO SEWER OVER WATER OR SEWER LIFT STATION LATERAL LOCATION. TYP /CAL LATERAL LOCATION DETAIL "C" MH NO. 1 BOTTOM CHANNEL DETAIL CITY OF RIVERSIDE RECOMMENDS APPROVAL NOT TO SCALE NOT TO SCALE Itn� NOTE: WATER METER TO BE INSTALLED BY SEPARATE PLAN CITY OF RIVERSIDE DRAWING # 5 CITY ' •. .� �G� loft 7/06 8u ENGINEER DATE WDID No. 8330327881 PW06 -0020 SEAL — COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 277 Ran c h eros Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING ESSI Q ROFESS/ 277 Rancheros Drive Suite 30o SPRING MOUNTAIN RANCH PERMIT HAS BEEN ISSUED. / A o AY q APPROVED BY: San A / "' son Maraos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 F 0 1 SEE SHEEP 1 FOR BENCHMARK DATA 29592, 29599, 29600, 29740 YP �i Tel. (760) 891 -3200 MS 4013 — No. 38396 `� ,.(�,_,_�. -y_� -, Fax. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 891 -3201 Exp. 331/07 Fox. (760) 760)oro DETAIL SHEET FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 - /Z l / /Q` HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL `. CMG�P I<HA A. OT N DATE: *�q CIVIL \P* PR ARED B R.C.E. N0. 38396 OF 26 SHT' OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �J RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND � CAV \ �- `L/ I� Z.2 - 0 / OF CAL \F l 'J ,{,,A/ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. E MARK REVISIONS APPR. DATE !.✓�vr•�y! w DATE: `�T Vf0 SCALE: FOR: W,O, COUNTY R COUNTY RECOMMENDED BY PBS & J DATE: ANI L A. LEE HoR: 1 =40 VERT: AS SHOWN FILE No. Q SANITARY SEWER DATA TABLE 4 BEARING DELTA RADIUS LENGTH ......_ REMARKS 0 J 1 OH O S08'36 56 E .._. NOTE. Z i - -'" EXISTING ROAD � U SEWER EASEMENT DEDICATION .PER 2 + EASEMENT PER E XISTI NG G 25' SCE " DOCUMENT N0. DATED - ___ - -- �_ O v � ,- -T DOC 878 EASEMENT PER ASEM • ry o._ _ . _ _ . - 4 DOC 66 -3373 0 m J o Q SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S08'36 56 E - 39.00 - 12 VCP 2 S81'21'12' E - 288.48' - 8" PVC 3 A= 03'32'46" 994.00' 61.52' 30.77 " 4 A= 20'10'28" 994.00' 350.00' 176.83' " 5 A= 02'27'07" 994.00' 42.54' 21.27' " 6 N72'28'27 "E - 7 S25'28 '18 "E - 39763' NOTE. I SEE SHEET TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF - - - -- ... o EXISTING _ - -- O + EASE MENT PER - - II o DOTED 2004 5 " 3 ti �' -_ _ i - - -- - - MANHOLE. 8 PVC SS L /NE L �� W - -- -- oo Q / ALL PIPE ARE CALCULATE FROM INSIDE MANHOLE WALL 0 - _ -�� NOTE.• - - - ; E (} n (1 / STREET RIGHT- OF-WAY DEDICATION PER DOCUMENT NO oo e ` " TO INSIDE MANHOLE WALL MH NO. 30 - - -- - - ���o Q ¢ Q Z Z . -- cn LINE "L" SS STA. 0 +40.64= + / Q m \ = m CONSTRUCTION NOTES: DATED INSTALL 8" PVC (SOR 35) SEWER MAIN. BEDDING W4iW�Q OZ ¢ R � 20 m PER CITY OF RIVERSIDE STD. DWG. NO. 452. W m cp /' \ \\ � Z _ o a a d o ti EXISTING ROAD L W Z� N = 4 CONSTRUCT SANITARY SEWER MANHOLE PER _ N oo PROP. STREET IMPROVEMENTS EASEMENT PER - 6 t Ctl O CITY OF RIVERSIDE STD. DWG. N0, 500. W DOC 878 -T w m °' m o PER RCTD DWG. lP 050030 _ - ( n 'O /' °� M. 15 INSTALL 12" VCP SEWER MAIN. BEDDING '/ (� _ _ e + / + 0° - EXISTING 25 SCE C3n PER CITY OF RIVERSIDE S7D. DWG. NO. 452. _ � cv a Ul R 3 EASEMENT PER " 1 /' ^_,_ m /' 11 . � DOC 66 -3373 8 PVC SS `V NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS DATED — ______ [NE POLE (I rl / T,g7 LINE A /pN SE 15 18 PVC n S NOTE. P BEGIN " SEWER SETRUCTIOON _ _ — 4..T — _ r LINE 'B" 7 3 SEWE EASEMENT DEDICATION PER ERp �0 5 - N FILE LOCATED GRAPHIC SCALE SEE PROFILE ABOVE. _ _ - _ _ _ _ _ _ _ _ _ _ DOCUMENT NO. _ T PRO ON SHEET 26 30 SCE 1 EXISTING LLA EASEMENT -- PER DOC. — EXISTING 25' SCE L - EXISTING ROAD EASEMENT PER MRF GROVES j EASEMENT PER BOUNDARY —' EXISTING 25' SCE ( IN FEET ) DOC 66 -3373 EXISTING ROAD 1 inch = 40 it DOC 878 -T DOC 983759 EASEMENT PER DATED 2003 EASEMENT PER DOC 66 -3373 30 1 •- DOC 878 -T CITY OF RIVERSIDE SCALE. 1 = 4 RECOMMENDS APPROVAL PIGEON PASS ROAD EAST 1111 "�• � CITY EN GINEER u` /, CITY �� CRY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 i z4z SEAL— COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT ' TRANSPORTATION DEPARTMENT 277 Ran Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS � e RpFESS/ '" 277 Rancheros eros Drive Suite 300 SPRING MOUNTAIN RANCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING QRCI ESS /ql� APPROVED BY: San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. E- A• o ° P��� � 29592, 29599, 29600, 29740 4 ti SEE SHEET 1 FOR BENCHMARK DATA , � Tel. (760) 891 -3200 MS 4013 Z No. 38396 — ma�yy y ,� Fax. (760) 891-3201 PIGEON PASS ROAD EAST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � Exp. � .r jj /Q 4 Exp. 3/3707 r�t1 UL4s',S www.stantec.com FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN �+ HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ` CIVIL \Q K AL-D 0TH DATE: Jj. CIVIL \P P ABED & R.C.E. NO. 38396 STA. 0 +00 TO STA 9 +6.50 OF 2 V SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9�. Q'CALI ` O REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE - /� Y CAL DATE: 2 q_::8 SCALE: „ , FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY PBS & J DATE: ANTE A. LE HOR: 1=40 VERT' 1 =8 FILE N0. W 4 +00 J +00 _ / o _ 3 -6 +00� - 1 / 5 +00 - - - - - -- - - - -- NOTE. R/W r ,. - �rz -,`` 12" WATE SEWER EASEMENT DEDICATION _ -- DOCUMENT NO. — _ _ _f, PROP. POWER - '- - -- -- - - - - - G ----- / NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS DATED — ______ [NE POLE (I rl / T,g7 LINE A /pN SE 15 18 PVC n S NOTE. P BEGIN " SEWER SETRUCTIOON _ _ — 4..T — _ r LINE 'B" 7 3 SEWE EASEMENT DEDICATION PER ERp �0 5 - N FILE LOCATED GRAPHIC SCALE SEE PROFILE ABOVE. _ _ - _ _ _ _ _ _ _ _ _ _ DOCUMENT NO. _ T PRO ON SHEET 26 30 SCE 1 EXISTING LLA EASEMENT -- PER DOC. — EXISTING 25' SCE L - EXISTING ROAD EASEMENT PER MRF GROVES j EASEMENT PER BOUNDARY —' EXISTING 25' SCE ( IN FEET ) DOC 66 -3373 EXISTING ROAD 1 inch = 40 it DOC 878 -T DOC 983759 EASEMENT PER DATED 2003 EASEMENT PER DOC 66 -3373 30 1 •- DOC 878 -T CITY OF RIVERSIDE SCALE. 1 = 4 RECOMMENDS APPROVAL PIGEON PASS ROAD EAST 1111 "�• � CITY EN GINEER u` /, CITY �� CRY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 i z4z SEAL— COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT ' TRANSPORTATION DEPARTMENT 277 Ran Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS � e RpFESS/ '" 277 Rancheros eros Drive Suite 300 SPRING MOUNTAIN RANCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING QRCI ESS /ql� APPROVED BY: San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. E- A• o ° P��� � 29592, 29599, 29600, 29740 4 ti SEE SHEET 1 FOR BENCHMARK DATA , � Tel. (760) 891 -3200 MS 4013 Z No. 38396 — ma�yy y ,� Fax. (760) 891-3201 PIGEON PASS ROAD EAST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � Exp. � .r jj /Q 4 Exp. 3/3707 r�t1 UL4s',S www.stantec.com FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN �+ HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ` CIVIL \Q K AL-D 0TH DATE: Jj. CIVIL \P P ABED & R.C.E. NO. 38396 STA. 0 +00 TO STA 9 +6.50 OF 2 V SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9�. Q'CALI ` O REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE - /� Y CAL DATE: 2 q_::8 SCALE: „ , FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY PBS & J DATE: ANTE A. LE HOR: 1=40 VERT' 1 =8 FILE N0. _! T � I . C Ib6 PROPOSED STORM NOTE: STREET RIGHT -OF -WAY DEDICATION PER 4 u DRAIN EASEMENT o DOCUMENT NO. __�_ o i - - - -- DOC DATED DATED N o EXISTING 2' SCE v CL EASEMENT PER DOC 66 -16268 EXIST. S ESM T T DO CE EXISTING ROAD EASEMENT PER DWG 878 —T _ FR /W m � Z i _ RI rn "'PROP. POWER r ji;-z- POLE (TYP.) f O � n SANITARY SEWER DATA TABLE EXISTING 3o SCE _ A I „;�,- RADIUS LENGTH TANGENT SPR /NG MOUNTA /N ROAD PW06 -0020 CL EASEMENT PER 6 d= 09'13'33" 1006.00 161.99 81.17 8 PVC (TTM29597) d= 09 DOC 66-16223 161.99 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: �, �Z /� /� � A ED 0T9 DATE: c / (�✓ f / �?'� d p RECOMMENDED BY PBS & J DATE: SEAL OFESS/ eR \� � oP ��� No. 38396 i Exp. 3/31/07 * * S Cm\_ �P q CA\- \`r / EXISTING LLA Q y + 108.86 4 N / - EASEMENT t SEE SHEET 9 h °c r") ti ao (f) r\ PROP. STREET IMPROVEMENTS S89'04'27' E - Q/ a DOC 0118105 DATED 2004 y o Q - n r: PER RCTD DWG IP0500JO 0 y z ,� �' + EXISTING LLA z 18 "S. D. z EASEMENT PER / g a v, c`"„ PROP. 12" NPW DWG 0118105 c OF 26 SHTS. Z Q DATED 2004 / P PARED Y: R.C.E. N0. 38396 DATE: D NI L A. EE Z o W 3 I / BY MARK 37.l -23.59 �20t00.00 �?D PIGEON PASS 2 a " a a II ENGINEER SPRING MOUNTAIN ROAD (IM 29597)= 8 PVC SS / / IW 104 -00.00 SPRING MOUNT ROAD (TM 2960 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS PW06 -0020 1 d= 09'13'33" 1006.00 161.99 81.17 8 PVC 2 d= 09 1006.00 161.99 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: �, �Z /� /� � A ED 0T9 DATE: c / (�✓ f / �?'� d p RECOMMENDED BY PBS & J DATE: SEAL OFESS/ eR \� � oP ��� No. 38396 i Exp. 3/31/07 * * S Cm\_ �P q CA\- \`r 3 S89'04 27 "E - 108.86 4 589'04'27 "E - 300.00' 5 S89'04'27' E - 171.37 NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SOR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500, EXIST. SCE ESMT DOC. 66 -16223 r -PROP. 12" NPW P ,.. + R 30.100 - - - - -- L - A EXISTING LLA j W MRF GROVES EASEMENT PROPOSED 30' SCE EASEMENT DOC 983759 PER DOC. i 10x8' DOUBLE BOX CULVERT DATED 2003 DAZED. PER RCFC & WCD DRAWING ; NO. MS 4013 ° o - n � rz SECTION LINE L — - EXISTING ROAD EASEMENT PE DWG 878 -T SPRING MOUNTA /N ROAD SCALE.• I I'_- 40' (TTM29600) 1 ' GRAPHIC SCALE ti N' � - "� ` r '`` SEE SHEET l3 0 20 4o 1 1 1 I I I I I NOTE, ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS • PIGEON PASS ROAD EAST Cf1Y OF RIVERSIDE RECOMMENDS APPROVAL 1012710C ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 CZ ENGINEER DATE NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND / OR GRADING PERMIT HAS BEEN ISSUED. SEAL— COUNTY QRQp ZP 1 i c� x z No. 33950 _ � Exp. 6�30 08�� � rT CIV14 �P q �OF L \F� C'A COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: �, �Z /� /� � A ED 0T9 DATE: c / (�✓ f / �?'� d p RECOMMENDED BY PBS & J DATE: SEAL OFESS/ eR \� � oP ��� No. 38396 i Exp. 3/31/07 * * S Cm\_ �P q CA\- \`r Stentec Consulting Inc. 277 Rancheros Drive Suite 300 San Marcos, CA s2oss � - Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com SEE SHEET 1 FOR BENCHMARK DATA COUNTY OF RIVERSIDE C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE 29 9 29599 29600, 29740 AND 29741 MS 4013 PIGEON PASS ROAD EAST STA 8 +96.80 TO STA 19 +00 SHEET NO. 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. c OF 26 SHTS. P PARED Y: R.C.E. N0. 38396 DATE: D NI L A. EE DATE BY MARK REVISIONS APPR. DATE SCALE: , HOR: 1 =40 VERT: 1 " =8 FOR: W.O. COUNTY FILE N0, ENGINEER COUNTY NOTE, ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS i - - -= Q SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S89'04 27 E — 178.63 — 8 PVC 2 S89'04'27 "E — 109.46' — " 3 A- 01'35'18" 5006.00' 138.79' 69.40' " 4 S87'29'09 "E — 101.75' — " 5 S87'29'09 "E — 350.00' 6 S87'29'09 "E — 121.38' EXISTING ROAD EASEMENT PER DOC 878 —T I I NO 7F.- ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SOR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE SID. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. L O N � 2 W - - - - - -- EXISTING ROAD EASEMENT PER DWG 878 —T NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL ANI ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR! APPROVAL BY THE COUNTY. ENGINEER REVISIONS APPR. DATED EXIS NG LLA EXISTING ROAD EASE ENT PER EASEMENT PER \ DOC 0118105 DWG 878 —T \ \ DATE 2004 \ \ CITY OF RIVERSIDE RECOMMENDS APPROVAL PASS ROAD EAST COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: ;X /L. I LADED BY PBS & ra // DATE: DATE: SEAL Stantec Consulting, Inc. Q ROFESS //H,. 277 Rancheros Drive Suite 300 A. San Marcos, CA 92069 D ON Tel. (760) 891 -3200 No. 38396 � � " "yy _" Fax. (760) 891 - 3201 Exp. 3 /31/07 www.stontec.com T CIVI\. �Q P ARED�B DATE: R.C.E. NO. 36 9� OF CA1 �F ' Z AN L A. L E SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1 " =8' SCALE.• I 1 -- 40' ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 6 MS 4013 PIGEON PASS ROAD EAST STA. 19 +00 TO STA. 29 +00 OF 26 SHTS. FOR: yy.p, coUNTY FILE N0. GRAPHIC SCALE EXISTING LLA EASEMENT PER EXISTING LLA DOC 0118105 MRF GROVES DATED 2004 BOUNDARY — DOC 983759 DATED 2003 PIGEO N SEAL — COUNTY IC U) + ti N EXISTING LLA 4 EXISTING LLA °^ e "� U) I I •� a EASEMENT PER EXISTIN LLA a , D 01 BOUNDARY EASEMENT p Z¢ V I O Z Q DA ED 2 004 N DOC 0118105 Z o T004 I I DOC 983759 W W PROP. STREET IMPROVEMENTS L IJ DATED 2004 Z c� Z I I Z y I DATED 2004 g J PER RCTD DWG. lP 050030 g a � 8" PVC SS I I N - - - - - - - J L- - - - - - - - - - - - - - - - - - - - - - - - - ----- ------------------ - - - - -- - - -�L- ZW� 0 ---------- - - - - -- - - - - -- ------------------------------ --- - - - 3 -- ------------------------- - - - - - - — - p ----------- - - - - -- a�n - - - - -__ op 2 lYJ Z- 33+00 2 34 +00 35 +00 — — 36 +00 37+00 — 38 +0 v 30 +00 O 31+00 32+00 O _ _ — — ' �' -- " • Cli - -- _ i �' -. - - - - - -- --- - - - - -- U W W U - - - - -- - - - -- - - -- - - -- -- — — R/W R1W - - — PROP. POWER EXISTING 30' SCE CL EASEMENT PER 16223 NOTE: STREET RIGHT —OF —WAY DEDICATION PER DOCUMENT NO. SANITARY SEWER DATA TABLE NO. BEARING DELTA I RADIUS LENGTH TANGENT REMARKS 1 S8T2909dE - 228.62 - ' 8 PVC 2 S8T29'09 - 350.00 - " 3 S87 7E - 350.00' - " 4 S87 09'!E - 71.38' - " 5 S19'48'05'iE - 42.16' - " NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL p DOC 66- 4 - TO INSIDE MANHOLE WALL 4 o DATED I I I p ti o CONSTRUCTION NOTES: NOTE. --- - - - - -- - - - - -- POLE (TYP.) — — J T — EXISTING LLA LINE "C" SEWER PROP. 30' SCE EXISTING LLA EASEMENT -� EASEMENT EASEMENT PE DOC 0118105 EXISTING ROAD PROFILE LOCATED 5 3 h ry r I � PER DOC. _��_ DOC 0118105 DATED 2004 EASEMENT PER ON THIS SHEET } ;� l �I/� 1 s: DATED: DATED 2004 DWG 878 -T EXISTING ROAD EXISTING ROAD EASEMENT PER EASEMENT PER DWG 878 -T DWG 878 -T PIGEON PASS ROAD EAST ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE REVISIONS 1II7_il? COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT OCFESS APPROVED BY: � \Fl A LFF� / No. 38396 Ze / ' O (7 * Exp. 3/31/07 . OT H )- e DATE: ST CVt\. �P JDED BY PBS & J DATE: CITY OF RIVERSIDE RECOMMENDS APPROVAL Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 o ° www.stantec.com z R.C.E. NQ 38396 DATE: 2' _0 l° SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1 " =8' O3 INSTALL 8" PVC (SDR 35) SEWER MAIN.. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. 14 INSTALL 8" PLUG. ,50/1)1"_ 40' GRAPHIC SCALE 0 20 40 80 120 160 ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 7 MS 4013 PIGEON PASS ROAD EAST STA. 29 +00 TO STA. 39 +00 of 26 SHTS. FOR: 1W.O. COUNTY FILE N0. SEAL — COUNTY �1209.,la2 I NGUD j I I NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS C m Q EXISTING 30' SCE q EASEMENT PER DOC 66 -16223 O Li 1 Mr r J "J I\ PROP. STREET IMPROVEMENTS PER RCTD DWG. IP 050030 0 EXISTING LLA MRF GROVES EASEMENT -J DOC 983759 DATED 2003 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EV NT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTR5CTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 41 +00 - - -_ PROP. 30' SCE EASEMENT IN:kTIMISM1 r v I uric GRAZING LANE f i l l II STA. 2 +56.1114 CITY OF RIVERSIDE RECOMMENDS APPROVAL SEWER DATA TABLE NO. \ MH NO 59 GRAZLNG LANE t6 DELTA -240- i z MANHOLE. TANGENT REMARKS 1 ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL - NOTE. - Z 2 TO INSIDE MANHOLE WALL - STREET RIGHT —OF —WAY DEDICATION PER - 3 PROFILE LOCATED 3 A--0517'467 1506.00 DOCUMENT NO. _ DATED 69.65 ON THIS SHEET I II I 4 A= 00'22'50" 1506.00 10.00 �1209.,la2 I NGUD j I I NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS C m Q EXISTING 30' SCE q EASEMENT PER DOC 66 -16223 O Li 1 Mr r J "J I\ PROP. STREET IMPROVEMENTS PER RCTD DWG. IP 050030 0 EXISTING LLA MRF GROVES EASEMENT -J DOC 983759 DATED 2003 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EV NT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTR5CTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 41 +00 - - -_ PROP. 30' SCE EASEMENT IN:kTIMISM1 r v I uric GRAZING LANE f i l l II STA. 2 +56.1114 CITY OF RIVERSIDE RECOMMENDS APPROVAL JJ P " III �4 3�{.k 8' PVC SS EXISTING 30' SCE q EASEMENT PER DOC 66 -16223 43+00 PROP. POWER POLE (TYP.) PIGEON PASS ROAD EAST 0 i.9 N 0 N + a ' r-R /W I / I -Ll� 4^ 33. _ ° - EC =46 +57.67 46 +00 LINE - � 4T - - SECTION PP Rur _ - � INT PIGERE 9y g9) � — — 66+0+()0 1,0. (TM 2 � COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT QR�ESS / APPROVED BY: A �'J PCB <F�� No. 38396 7 y V 6 Exp. 3/31/07 OT N DATE: 0) CiVI N_ 11 /I- 2.2 - O q� OF CAS \F 6 JDED BY PBS & J DATE: Consulting, Inc. 277 77 Ran c h eros eros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com R.C.E. NO. 3E O DATE: A. LEE FY ENGINEER. SANITARY SEWER DATA TABLE NO. \ MH NO 59 GRAZLNG LANE NOTE. ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF DELTA `\ ` EAST SS STA. 2t2.T56 4 MANHOLE. TANGENT REMARKS 1 ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL - NOTE. - LINE 'D° 2 TO INSIDE MANHOLE WALL - STREET RIGHT —OF —WAY DEDICATION PER - 3 PROFILE LOCATED 3 A--0517'467 1506.00 DOCUMENT NO. _ DATED 69.65 ON THIS SHEET I II I 4 A= 00'22'50" 1506.00 JJ P " III �4 3�{.k 8' PVC SS EXISTING 30' SCE q EASEMENT PER DOC 66 -16223 43+00 PROP. POWER POLE (TYP.) PIGEON PASS ROAD EAST 0 i.9 N 0 N + a ' r-R /W I / I -Ll� 4^ 33. _ ° - EC =46 +57.67 46 +00 LINE - � 4T - - SECTION PP Rur _ - � INT PIGERE 9y g9) � — — 66+0+()0 1,0. (TM 2 � COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT QR�ESS / APPROVED BY: A �'J PCB <F�� No. 38396 7 y V 6 Exp. 3/31/07 OT N DATE: 0) CiVI N_ 11 /I- 2.2 - O q� OF CAS \F 6 JDED BY PBS & J DATE: Consulting, Inc. 277 77 Ran c h eros eros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com R.C.E. NO. 3E O DATE: A. LEE FY ENGINEER. SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S87'29 09 E - 278.62 - ' 8 PVC 2 S87'29 09 E - 329.85 - " 3 A--0517'467 1506.00 139.21 69.65 " " 4 A= 00'22'50" 1506.00 10.00 5.00 " 5 NOT3456'E - 223.56 - " 6 N07 34'56 "E - 32.55' CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. 14 INSTALL 8" PLUG. ! 6/, 7 7186' SEE SHEET 1 FOR BENCHMARK DATA 1 "= 40' ( IN FEET ) 1 inch = 40 ft 50 CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET N0. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 8 MS 4013 PIGEON PASS ROAD EAST STA. 39 +00 TO STA. 46 +67.67 of 26 SHTS. FOR: N/,0, COUNTY qW FILE NO. SCA) "= 40' GRAPHIC SCALE SEAL — COUNTY 20 +00.00 SPRING MOUNTAIN ROAD (NORTH)(TM 29597)= 10 +00.00 SPRING MOUNTAIN ROAD (SOUTH)(TM 29600)= 37 +23.59 PIGEON PASS RD EXISTING ROAD EXISTING 30' SCE EASEMENT PER CL EASEMENT PER DWG 878 -T DOC 66 -16223 I X Z Jr \ rn r \\ M Z� ; mz \ A O \\ KD \ -A N \ E AS T SS R0A d IGEoN P E SHE ET 5 P SE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. PROPOSED SD EASEMENT PER DOC DATED 0 0 , 0 EXISTING LLA MRF GROVES BOUNDARY DOC 983759 DATED 2003 25+16.25 SPRING MOUNTAIN ,ROAD (TM 29597)= 29 +61.74 LYON ROAD (TM 29597) _a M � p °o - - - - 14 RADIUS it o 12" NPW + 1 N00'28 52 W' - 183.54 - j N Q 2 CiD 494.00' 141.60' 71.29' " 3 Z Z "G" 64.92' " LINE SEWER g - PROFILE LOCATED - " ON THIS SHEET PROP. 10x8' DOUBLE BOX CULVERT MH NO. 6 SPRING MOUNTAIN ROAD (NORTH) SS STA. 0 +00.00= PIGEON PASS EAST SS STA. 17 +28.63= SPRING MOUNTAIN ROAD (SOUTH) SS STA. 0 +00.00= SPRING MOUNTAIN ROAD (TM 29597) STA. 20 +00.00, 6' RT r }} Ar / l 1 R I �l � � + � z �� V�1 y 1 0 1 REVISIONS PTAO f JL yp N�p 8hE i 2 4 18" S.D. PVC SS y. co h Qll� �'o ° N �o N \� oaQ 2 c _� Q 2 C.D C—C s a a � �. 4 0) 10 SPRING MOUNTAIN ROAD COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: BY PBS & J I v / //O 6 DATE: //- 2 z -dG DATE: l NOTE.• STREET RIGHT -OF -WAY DEDICATION PER DOCUMENT NO. DATED 0 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 N00'28 52 W' - 183.54 - 8 PVC 2 X16'25'25" 494.00' 141.60' 71.29' " 3 X14'58'27" 494.00' 129.11' 64.92' " 4 N30'55'00 "E - 58.54' - " 5 N30'55'00 "E - 350.00' 6 I N30'55'00' - 137.21' 7 1 N69'36'25 'E 1 34.06' 1 - " NOTE- ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ? ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL i TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: 03 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE S7D. DWG. NO. 452. ' ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE S7D. DWGG, NO. 500. 3 L 2" WA7FR iz 12" NPW PROP.I STREET IMPROVEMEN. PER RCTD DWG. IP 050030 I Ems] i Cb i pi o d i 1 1 4 v h� CITY OF RIVERSIDE RECOMMENDS APPROVAL Z � SEAL Q RpFESS/ No. 38396^ * Exp. 3/31/07 J'T CIVIL �Q' 9� OF A_\F Stantec Consulting, Inc. ;r 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com R.C.E. N0. 3 DATE: �'VF 1"=40' VERT: 1"-8' FOR: IW.O. I �UUN FILE N0. 6dlAz SEE SHEET 1 FOR BENCHMARK DATA NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS ( IN FEET ) I inch = 40 it CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 9 MS 4013 SPRING MOUNTAIN ROAD OF 26 SHTS.' PVC SS A o_ GRAPHIC SCALE SEAL - COUNTY O O 2 LU LLA LLI Z NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. T r f (, � a r I , R,• t :' SEE SHEET 18 PRING STREET II I II ll \ \ ` STREET SARRICA6tj IPER III p \ I A STREET IMPROVEMETT p p PLANS, (TYP.) II CS FUTURE \ \\ \\ SPRING STREET + o C.D Z 2 Lo � mmmmm 4 REVISIONS Q o EXISTING LLA EXISTING 30' SCE RT BA PROP. STREET IMPROVEMENTS EASEMENT Z Z ~? PER RCTD DWG. IP 050030 — �m — 8 PVC 2 A= 05'57'36" 4 103.40' CONSTRUCTION NOTES: 4 O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. `� `\ `\ CITY OF RIVERSIDE STD. DWG. NO. 7 7 LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. 5 Q= 16'1847" \ \ 160.07' 80.58' co 6 u? \ \ 33 +68.71 SPRING MOUNTAIN ROAD — " \ \ \ (TM 29597)= — 56.05' — \ \ \ 98 +75.17 SPRING ST (TM 29597) ++ 124.50 63.20' " 9 v R/W W \ \ \ \ 97.59' m S71'15'46 "E — 27.00' NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. T r f (, � a r I , R,• t :' SEE SHEET 18 PRING STREET II I II ll \ \ ` STREET SARRICA6tj IPER III p \ I A STREET IMPROVEMETT p p PLANS, (TYP.) II CS FUTURE \ \\ \\ SPRING STREET + o C.D Z 2 Lo � mmmmm 4 REVISIONS Q o EXISTING LLA BEARING EASEMENT PER RT BA DOC 0118105 j + DATED 2004 0) Z Z ~? N30'55'00 E — �m — 8 PVC 2 A= 05'57'36" 4 103.40' CONSTRUCTION NOTES: 4 NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. T r f (, � a r I , R,• t :' SEE SHEET 18 PRING STREET II I II ll \ \ ` STREET SARRICA6tj IPER III p \ I A STREET IMPROVEMETT p p PLANS, (TYP.) II CS FUTURE \ \\ \\ SPRING STREET + o C.D Z 2 Lo � mmmmm 4 REVISIONS z � N N Z �mro 0 4 1 Q � O L I ' ° 0 o I FUTURE CENTER LO a SANITARY Q o FU AO BEARING + ¢ RT BA RADIUS LENGTH I TANGENT Z Z ~? N30'55'00 E — �m — 8 PVC 2 A= 05'57'36" 4 103.40' CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. O7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. z � N N Z �mro 0 4 1 Q � O L I ' ° 0 o I FUTURE CENTER LO a SANITARY SEWER DATA TABLE N0. I BEARING o Z DELTA RADIUS LENGTH I TANGENT REMARKS 1 1 N30'55'00 E — 46.16 — 8 PVC 2 A= 05'57'36" 994.00' 103.40' 3 NTT52'36 "E — 214.88' 4 N36'52 "E — 82.46' 5 Q= 16'1847" 562.19 160.07' 80.58' " 6 N18'44'14 "E — 33.42 — " 7 N18'44 "E — 56.05' — " 8 A= 24'1546" 294.00' 124.50 63.20' " 9 N43'0000"E — 217.37' — " 10 S71'15'46 "E — 27.00' S TREET Vi °moo o Z ° Z�l- 2 acnWQ¢ 4 NOTE: ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CITY OF RIVERSIDE RECOMMENDS APPROVAL SPRING MOUNTAIN ROAD ® BACKWATER VALVE V. U m 36 +42.39 SPRING MOUNTAIN ROAD (TM 29597)= 10 +00.00 FUTURE BARN ROAD (TM 29598) 7 0 40 7 � Q1 4 3 ` 42 + M d WATER LATERAL C. (TYP.) 1 c N 66.90' v 6.57 SE ESAIEET I/ yENTE/,' S7- B EXISTING LLA EET EASEMENT PER D 01 DATED 2004 004 40 +42.73 SPRING MOUTAIN ROAD TM 29597 = 54 +76.06 CENTER ST (TM 29597 + a �� Mrs � E 1 \ J \\ { \ LINE »H" PROFILE ON THIS C, \ b \\ \ STA. 0 +21 0 PROP. CURB r p o INLET 14 INSTALL 8" PLUG. COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT QROFESSI��, APPROVED BY: A4 F / No. 38396 -� t Z l /10 (� * Exp. 3/31/07 * ° �TH , I � DATE: ST CIV14 �Q' P PARED I / -,U 9 �oF CA.\F VDED BY PBS & J DATE: i Al' L A. LEE Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com R.C.E. N0, 38396 DATE: 2 -y -04 IdI1716 SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1"=8' ( IN FEET ) 1 inch = 40 ft i0 CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 1 MS 4013 SPRM MOUNTAIN ROAD (TTM 2M7) STA. 10 +00 OF 26 SHTS. TO 8TA. 20+3131 FOR: W.O. coUNTY FILE N0. GRAPHIC SCALE SEAL — COUNTY NOTE. 11 r STREET R! HT -OF -WAY DEDI TION PER DOCUMENT NO. DATED \ I0 Er 10 D e SEES E IT RoA M M 9 597) s P RIN e rr 54 +76.06 CENTER ST TM 29597 = /) \ 40 +42.73 SPRING MOUNTAIN ROAD (TM 29597) FU N E -0 +26.00 CE EE , MH NO. 23 4 CENTER ST EAST S STA. O +OObO= CENTER ST WEST SS STA. 0+00.'00= SPRING MOUNTAIN ROAD SS STA. 20 +38.3 = CENTER ST S 4 +82.06, 6' LT\ NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACf MENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THES PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND CCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPA CIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIV TE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN A CEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. M1 n } 0 cr J ' .. ENGINEER REVISIONS APPR. DATE COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT QROfESS/ APPROVED BY: �� A �4} P CV CF� `�� y N0. 38396 Exp. 3/31/07 0TH �) Q DATE: * T CIVIL �* P DED BY PDS & J DATE: Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 / Tel. (760) 891 -3200 Fax. (760) 891 -3201 O R EM - � www.stantec.com ;Eq aB R.C.E. NO. 5 8 � 339 � 6 A. LEE DATE: Z - 1 - 0b SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 N48 - 8.63 - 8 PVC 2 A- 01'00'05" 994.00' 17.37' 8.69' " 3 A= 12'32'52" 994.00' 217.69' 109.28' " 4 A= 03'37'36" 994.00' 62.92' 31.47' " 5 N30'56'51 "W - 96.69' - " r 6 _ 1 N55'04'48 "E - 74.68' - " 7 A- 15'45'40" 294.00 80.88' 40.69' " NOTE: ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. O7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. 14 INSTALL 8" PLUG. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS �a O GRAPHIC SCALE CITY OF RIVERSIDE RECOMMENDS APPROVAL V� SEE SHEET 1 FOR BENCHMARK DATA i ( IN FEET ) 1 inch = 40 ft 30 CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 11 MS 4013 CENTER STREET STA. -0 +26 TO STA. 3 +77.29 OF 26 SHTS. FOR: W.O. COUNTY 9:d fo FlLE N0. ti J ^ Mal 1 11111111 \ N 50 o t `° rn C:) N o 4 8 } � 0 III ti Q:: � 00+ 47 R/W 4 W 93' 7 � tip* o¢ 10 TYP. V 3^ J N � rn 1�V 'o O N O Q' W� W tp O N ti 2 W (0 Z Lu ti N �� I, � v1 � U�U 62.40 ^ Mal 1 11111111 \ N 3 � U FUTURE _ T €R -- - STREET - - - STREET BARRICADE PER - STREETIMPROVEMENT PLANS, (TYP.) PROP. STREET IMPROVEMENTS PER RCTD DWG.IP 050030 122" \-RR/W EXISTING LLA _ EASEMENT PER DOC 0118105 ATED 2004 LINE ' ' EWER 3 PROFILE L TED ON THIS SHE 2 41 STREET BARRICADE PER STREET IMPROVEMENT STA. 1,+55.5 55.5 PLANS, (TYP.) ' p S� R 0 CENTER STREET WEST SEAL— COUNTY Q RyESS /a,, Y No. 33950 zn Exp. 6/30/08 ` CI V11. �P KH_A f 49 50 o i 7 7 N rcql N � R/W 93' i h 61.1 10 TYP. � N rn a 'o [n 3 +000 N 3 � U FUTURE _ T €R -- - STREET - - - STREET BARRICADE PER - STREETIMPROVEMENT PLANS, (TYP.) PROP. STREET IMPROVEMENTS PER RCTD DWG.IP 050030 122" \-RR/W EXISTING LLA _ EASEMENT PER DOC 0118105 ATED 2004 LINE ' ' EWER 3 PROFILE L TED ON THIS SHE 2 41 STREET BARRICADE PER STREET IMPROVEMENT STA. 1,+55.5 55.5 PLANS, (TYP.) ' p S� R 0 CENTER STREET WEST SEAL— COUNTY Q RyESS /a,, Y No. 33950 zn Exp. 6/30/08 ` CI V11. �P KH_A f - - - -- — -- 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 SANITARY SEWER DATA TABLE SEE SHEET 9 SPRING MOUNTAIN ROAD (TTM 29597) ~ !I J u � o 2 ° 29 +61.74 LYON ROAD (TM 29597 25 +16.25 SPRING MOUNTAIN ROAD (TM 29597) NOTE: STREET RIGHT —OF —WAY DEDICATION PER DOCUMENT NO. DATED Ln Ln 1 11 1 1 -1 ' -' 1 11 1 1 ✓G MOUNTAIN ROAD (TTM29597) SEE SHEET 9 Iwo II NN + N� � O C 7 z Z / J J 27 +42.70 LYON ROAD (TM 295: FUTURE WALKING BEAM DRIVE (TM 29597) PROP. STREET IMPROVEMENTS PER RCTD DWG. IP P50030 OLD MULEROAD (TTM29597) l Q p BEARING DELTA PER RCTD DWG. j O� _ lP 050030 TANGENT REMARKS 1 STA 5t 66.37 14 - 6 "I SS i 03 218.72 — 8 PVC 2 N56'00'00 "W — 296.65' PER CITY OF RIVERSIDE STD. DWG. NO. 3 N56'00'00 W — 4 N34'00 00 E — 24.00' 24 +46.06 LYON ROAD (TM 1 13 +23.30 OLD MULE ROAD c n cn .—R /w (TM 29597) 21.21/ \ ­ R 1W I LINE 'J" SEWER PROFILE LOCATED N ON THIS SHEET r i � a A FUTURE GRA V OWL DRIVE 62. 70.00' 3+00 70.0 10" 7 k L YON ROAD (TTM 29597) NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 5 +00 �o �o h N h ti J � N 00 6 R R �zz 00 1-4 �S PER Q STREET IMPROVEMENT BEARING DELTA PER RCTD DWG. j O� _ lP 050030 TANGENT REMARKS 1 STA 5t 66.37 14 - 6 "I SS O v SEAL — COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT eROEESSIp Jg QROfESS APPROVED BY: (� A 2P 1i r��y No. 38396 No. 33950., J / * Exp. 3/31/07 Exp. /30/0 A ` CIV14 \P r*RCOMMENDED 0TH DATE: JT9 CIV14 \ \P BY MARK APPR. GATE q� OF CALV /A ; 0 (v � � CAL \F ENGINEER REVISIONS COUNTY BY PBS & J DATE: Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 �IJ 19L4.S www.stantec.com ARED' B R.C.E. N0. 3E ° DATE: Z-q A. LE 10 O NO. BEARING DELTA RADIUS LENGTH NO. TANGENT REMARKS 1 N56'00 00 W — 218.72 — 8 PVC 2 N56'00'00 "W — 296.65' PER CITY OF RIVERSIDE STD. DWG. NO. 3 N56'00'00 W — 4 N34'00 00 E — 24.00' NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. O7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. 14 INSTALL 8" PLUG. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS CITY OF RIVERSIDE // RECOMMENDS A PPROVAL �/? RE we z mt,Z. SEE SHEET 1 FOR BENCHMARK DATA HOR 1"=40' VERT: 1 " =8' ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET No. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 12 MS 4013 LYON ROAD (TTM 29597) STA. 0 +00 TO STA. 5 +87.37 of 26 SHTS. FOR: W,O. COUNTY FILE N0. GRAPHIC SCALE NOTE: STREET RIGHT -OF -WAY DEDICATION PER sso °G�'2Io z DOCUMENT N0. EXISTING LLA o 0 0 4x DATED _ �y MRF GROVES o o O j s 0 s� y� BOUNDARY II 9 9 II II ° - s n rte, -r; FUTURE DOC 98375 X 2 99 �� SEE SHEET 5 (S z o z f 1 GATED 2003 �<? �o��Q Q t� ,��`� ,ry LOSTCREEK PIGEON PASS ROAD �o ROAD o EXISTING LLA + + n EASEMENT PER rn Z '� TRA CT 29600 DOC 0118105 I DATED 2004 Z� Z� 2� ' II 4. V1 �.3314 o °.� z w z SEWER 6 3 x I 0 Q_ 4(0 N N 3 I PROFILE LINE "K" LOCATED RAW 0 0a��� d c� O D B R 2 c� (31 Ql� THIS SHEET T `I ��PVC SS Q � I I ,;' / (V I I v 1 1 +00 _ _ _ 2+00 +00 2 4+ o� ^ 5 +00 6 00 V �o _ I1, — W I C� I �' RAW + ,. WATER ' 18+10.62 SPRING MOUNTAIN ROAD SOUTH= \ j (( / 12 +98.05 SPRING MOUNTAIN \ (' 88 +34.45 PALMYRITA AVE R ROAD SOUTH = lI W I /W 10 +00.00 FUTURE GE CARRI POINT CIRCLE (TM 296000VUU� 0 ¢� II I I 16 +10.85 SPRING MOUNTAIN EXISTING 30' SCE I I - -I 10 0.00 SPRING MOUNTAIN ROAD SOUTH TM 29600 = I I II I ¢ o I I II EASEMENT PER I I 7 23.59 PIGEON PASS RD= o o ROAD SOUTH= 3 DOC 66 -16223 � + ° 0 10 +00.00 FUTURE LOST 2000.00 SPRING MOUNTAIN ROAD NORTH (TM 29597) PROP. STREET IMPROVEMENTS ? + CREEK ROAD 8" PVC SS I I I FUTURE PER RCTD DWG. lP 050030 Z d ° FUTURE EXISTING ROAD I PROP. 30' SCE EASEMENT N O v LOST CREEK EASEMENT PER PER DOC. _ CARR /AGE PD /NT �, DWG 878 -T PIGEON PASS ROAD DATED. — CIRCLE z z z ROAD SEE SHEET 5 x o z TRACT 29600 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS SPRING MOUNTAIN ROAD SOUTH (TTM 29600) COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT 277 Ran Consulting, Inc. Q RpFESS/ 277 Ran c h eros eros Drive Suite 300 APPROVED BY: A. San Marcos, CA 92069 F O Z � Tel. (760) 891 -3200 C-D No. 38396 °--- _- Fax. (760) 891 -3201 Exp. 3/31/07 www.stantec.com jOT aBY � DATE: / b * JP CIVIL. 1 \ P 1 R .C.E. NO. 3E OF CAt � (�\' — DATE: 2-1- VDFn RY PRS & J DATE: DXZIW A. LEE 6 A FUTURE SPRING MOUNTAIN SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S00'S3 23 W - 298.05 - 8 PVC 2 SOO'53'23 "W - 300.95' - " 3 A= 02717'59" 294.00' 11.80' 5.90' " 4 A= 38'11'37" 294.00' 195.95 101.78' " 5 31 E p= 07'40'" 294.00' 39.38' 19.72' " 6 S89'28'50' - 26.33' NUIALI NOTE. TRA 29600 AL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. STA. 8+49.4f ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL / TO INSIDE MANHOLE WALL STREET BARRICADE PER / STREET IMPROVEMENT PER RCTD DWG. lP o5003o CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. 14 INSTALL 8" PLUG. PP NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS 0 a ,II W U GRAPHIC SCALE CITY OF RIVERSIDE RECOMMENDS APPROVAL 7/06 SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1"=8' ( IN FEET ) 1 inch = 40 ft >0 CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET N0. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 13 MS 4013 SPRING MOUNTAIN ROAD SOUTH (TTM 29600) STA. 0 +00 TO STA. 8 +49.46 of 26 SHTS. FOR: W. couNTY N0 FlLE . SEAL — COUNTY v ; 1 fi�Il ON I �IK3A.'�l I m 1 1 0 +00 NOTE: STREET RIGHT -OF -WAY DEDICATION PER DOCUMENT NO. DATED EXISTING LLA MRF GROVES BOUNDARY D T 98 00 3 DATED 2003 PROP. 30' SCE I EASEMENT F MH NO. 30 LINE ""L" SS STA. 0 +40.62 I MH NO. 1 I LINE 1" SS STA. 0+00.00= PIGEON PASS WEST SS STA. 1 +00.00= I PIGEON PASS ST STA. 21+00.00, 6' LT SEE DETAIL SHEET 3 FOR MANHOLE NO 1 BOTTOM CHANNEL DETAIL S EINERL /FT STATION I 2 +00 0 +00 NOTE: SEWER EASEMENT DEDICATION PER DOCUMENT NO. _— DATED SEESI - 1,C SECTION LINE p1GE pN) ° •4SS,Qp, 4D EXISTING 25' SCE l EASEMENT PER DOC 66 -3373 8" PVC FM / II SEE SHEET 24 / 18" RCP a l — 36" RCP II — / 11 — 0' � 2 +00 1 3 — — 4 � l / �II EC 1 +40.03 � T / 2 II 2 t I ( I / BC 0 +33.03 1 1 1 EXISTING ROAD )O lGj N p / DWG E 878- PER AS SROAD SEE SHEE r �g EXISTING LLA EASEMENT PER SECTION LINE DOC 0118105 DATED 2004 2 +00 FUTURE STREET MH NO. 32 4 NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS PRAIRIE DRIVE SS STA. Ot00.00= 1 S33'4716 E - 1 BARREL ROAD SS STA. 0 +91.42 2 8 VCP -- - S 02'53 58 11 150.00 7.59 3.80 3 37'5810 150.00 7T- —_ 51.60 _ — - 150.14' - Lo -- - 10.00 - / I N82'55 I 96"W - 91.42 - 7 N00'37 43 E PROP. S.D. - MANHOLE N00'37 43 E - 216.61 - fI � I I MH NO. 31 4 LINE 1" SS STA. 2 +90.16= BARREL ROAD SS STA. 0 +00.00 = r co LINE 'M" SS STA. 0 +00.00 = ' BARREL ROAD STA. 21+89.36, 6' LT Z CL �' LINE "M" SEWER 7 3 4 PROFILE LOCATED ON THIS SHEET 0+ 10.00 14 F_WZIR BARREL ROAD 4 +00 131.5 FA PROFILE SCALE: HOR¢. T-40' VERP r-6' SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 1 S33'4716 E - 1 33.03 - 8 VCP 2 02'53 58 11 150.00 7.59 3.80 3 37'5810 150.00 99.40 51.60 4 N07'04 53 E - 150.14' - 5 N82'55 26 W - 10.00 - 6 N82'55 I 96"W - 91.42 - 7 N00'37 43 E 183.39 - 8 N00'37 43 E - 216.61 - NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O2 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG, NO. 452 O3 INSTALL 8'" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE S1D. OWG. N0. 500. 14 INSTALL 8" PLUG. PROP. CURB INLET (TYP) n -_- k, 00 — _1D — 3+� — — -- -- 10 8 - -- _ - - -_— �LQ 8" PVC SS NOTE.• SEWER EASEMENT DEDICATION PER DOCUMENT NO. DATED NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS !?1 11� a 0 GRAPHIC SCALE CITY OF RIVERSIDE RECOMMENDS APPROVAL FUTURE PRAIRIE DRIVE (TTM 2959 7) l4 SEAL — COUNTY NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER 0: \160188.03 \Dwg \Improvements \Phase 1— Backbone \sewer\ SS- 14.dwg 06/28/06_11:48 N REVISIONS ((XfE A' O�,SY'C No. 33950 xp. 6/30/06; ?lilt A m 11 r -Am. COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT eR O�ESS/ a�� APPROVED BY* QS��EL A4 1C No. 38396 Exp. 3/31/07 OT AN �) Q DATE: * PJ CIV14 GF j. JDED BY PBS & J DATE: rc 4@Q �, WIN 0 Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com R.C.E. N0, 3pE, DATE: 6 - Z` SEE SHEET 1 FOR BENCHMARK DATA in �1i ,111 ( m mm ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # 5 -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 14 MS 4013 PRAIRIE DRIVE (TTM 29597) STA. 0 +00 TO STA. 4 +00 OF 26 SHTS. FOR: yy,p, COUNTY FlLE N0. 4`J -1 " — �1 0. G (1I114 D �9) �I j I LE.T1T42.�j7 - P 0 OSED GRAD ( � 47.55 NVD 2 _ .. Z I� Z - i� ( - EXISTIACG -- I ��50.04 BOTTOM ! WA.TE +— - — - -I � -i - I. E. 1,146.9 —� _ 11446 I I S 1 26 _7dP L - 0 �0. 145 —. 44 2 LE�ILf -4.6.7 ( -I - -- 3-12C �— I (11 NGVD 2) ( I -- -- - _j ----- - _..... 1. E "1 (LL44.3� NGVD - 9) J��u- �- _ - - I 1- 1- 40. -12 NGVD- - 9) -E— r- — - - -' _ __ ; -; AID 0G I . I - v - C7INS!TRLICT j 28'T 88 0 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 NO0'37 43 E - 133.39 - 8 VCP 2 N00'37'43 "E - 290.00' - " 3 N00'37'43 "E - 287.88' - " 4 §89'22'17' E - 24.00 - 8" PVC 5 §89'22'17 E - 24.00' - " CROOKED BRANCH STREET s<\, STREET IMPROVEMENT PER RCTD DWG. IP 050030 FUTURE L YON ROAD PRAIRIE DRIVE 74 +67.43 SPRING ST t MAIMIC UIQVC JJ J /N. I SPRING ST WEST SS STA. 0 +00.00= PRAIRIE DRIVE STA. 9 +94.00, 6' LT I■ I I DO 0 E L SPRING STREET WEST DATED 2004 SEE SHEET 16 NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: 02 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE SID. DWG. NO. 452. 03 INSTALL 8" PVC (SOR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. 07 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. ® BACKWATER VALVE 14 INSTALL 8" PLUG. NOTE. ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS n a r i?1 II� GRAPHIC SCALE CITY OF RIVERSIDE ( IN FEET ) RECOMMENDS APPROVAL 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # S -1896 GI" ldI2 7 ld6 CITY ENGINEER DATE WDID No. 833027881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. COUNTY OF RIVERSIDE SEAL SEAL— COUNTY Stantec Consulting, Inc. C.F.D. SEWER IMPROVEMENT PLANS NOTE. E ACCURACY AND ACCEPTIBILITY OF THE DESIGN WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT - ESS/ 277 Rancheros Drive Suite 300 SPRING MOUNTAIN RANCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING 49 pROT ESS/ APPROVED BY- ��99 San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. ��o A. 0 OP��EL a O FF SEE SHEET 1 FOR BENCHMARK DATA 29592, 29599, 29600, 29740 15 Tel. (760) 891 -3200 MS 4013 / N0.38396 ----- — Fax. (760) 891 - 3201 PRAIRIE DRIVE (TTM 29597) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ENp. 6/30/06- ;F // 06 Exp. 3/31/07 0 wwwstantec.cam FOR ASSURING TH * 1 �s HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL `PT CIVt� �P HA E A. 0TH DATE: J`J CIVIL �Q' P RED'B R.C.E. NO. 38396 STA. 4 +00 TO STA 11 +11. OF 2 6 SHTS. 21 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 9 JF . � / p. Y A / RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CA��F �/ Z.Z °� �. CA��E 2 'y �0(e SCALE: „ „ COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE ' BY ^ ^MARK REVISIONS APPR r . rn DATE DATE: FOR: W.O. nury RECOMMENDED BY PBS & J DATE: A. LEE HOR: 1 =40 VERT: 1 =8 FlLE N0. (./ I T VIJ Z. I VV V • VV -. • vv .. .. .. - - - - - - N� io NOTE.• + 4 STREET RIGHT -OF -WAY DEDICATION PER 4 j DOCUMENT NO. 4 d N 14 STA. 0 +27.00 h 4 DATED 0O �+ ti SCHOOL SITE N 0 W o o a o�� fir)' -- g a (FUTURE) W �� + -� + STREET IMPROVEMENTS PROP. �n a cp ti ti EXISTING LLA o + o0 o Lo EASEMENT PER op n 0 0 a o, + TEMP. NPW DOC 0118105 5 ZZ p PER RCTD DWG. lP 050030 oo Z ri o0 C3 Cz LATERAL FOR ZQQ U� o p ^ �� 0 o N Z ? ? DATED 2004 + + a ¢ a CONSTRUCTION SCHOOL LA Z ? II ° v R W WATER 1 2 aQ U / THIS SHEET 2 R/W 0U3 3 R m 4 ■ 42-l v, v, o N 54 S. — — — 2 +00 _ _3 +00 _ 4 +00 5 M-- 6+ — — 0 ^� �RIW 7.27 63.00' 63.00 63.00' 63 00' j W. 63.10' 63.20 63.20' 63.20' 63.40 0h0 h I 6350 63.50 63.50 61.16 v a ��, ( N 10' MIN. h n RAW 00 o ,h R/W h 0 + PROP. + + + + �� o + h - I CURB INLET ` `�' ,, d -- i o + + + + i PRAIRIE DRIVE 78 78 7s 7 7 78 79 78 7s 7 7 78 78 7 7 SEE SHEET 15 NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. v z I 7 �4pI ti 1(i SPRING STREET WEST CONSTRUCTION NOTES: O2 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE S7D. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE SID. DWG. NO. 500. O7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. ® BACKWATER VALVE 14 INSTALL 8" PLUG. SEAL — COUNTY COUNTY OF RIVERSIDE SEAL !� f 277 Ran cheros Consulting, Inc. TRANSPORTATION DEPARTMENT QROFESS/ 277 Rancheros Drive Suite 300 Q(ZOFESS /qt� APPROVED BY: San Marcos, CA 92069 P FD A. 07y�F QP�\fl A. �FF� � Tel. (760) 891 -3200 y z No. 38396 N 33950 i" - ° - - °— Fax (760) 891 -3201 o. * Exp. 3/31/07 * www.stantec.com � Exp. 6/30/08 1 'L ` CIV14 �P HALED OTH A DATE: CIVIL �P P PARED•B R.C.E. NO. 38396 BY MARK A CA1 � • + . P -„� ��� Z Z D P CA�� 2 -04 REVISIONS RECOMMENDED BY PBS & J DATE: A. LEE DATE: SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 589'17 25 E - 350.00 - 8 VCP 2 S89'17'25 E - 350.00' - 8" PVC 3 S89'17'25 "E - 241.33' - 8" PVC 4 6--05'39'34" 594.00 58.67' 29.36' 8" PVC 5 N00'42'35 "E - 27.00" - 8" PVC NOTE ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL O W ,0. 45 rn SCALE.• �1 '- 40' CITY OF RIVERSIDE RECOMMENDS APPROVAL / IdI .7,/,j CITY ENGINEER DATE SEE SHEET 1 FOR BENCHMARK DATA 1"=40' VERT. 1 " =8' ( IN FEET ) 1 inch = 40 ft io CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 16 MS 4013 SPRING STREET WEST STA. 0 +00 TO STA. 10 +00 [ OF 26 SHTS. FOR: W.O. COUNTY FILE NO. GRAPHIC SCALE i - -�- PROPOSED LLA EASEMENT PER DOC 0118105 DATED 2004 PROP. STREET IMPROVEMENTS 1 ! PER RCTD DWG. IP 050030 o 0�5, t 60.45' w ti L PROPOSED POLE EASEMENT PER BOOK 901 -406 DATED 1948 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. r0TU'R R OAD RSP 1111 1 1111 _. 14 STA. \\ +\ 00 LINE P " PROFILE LOCATED ON THIS SHEET L66. + 65.34' /7 U r I 71.23 % IP 1 77.17 f0' MI 76.16 '"' L ` N. ( +� �o J ' 17 8 J 7 8 _q a L fl y `:1'Y e � l `+x:✓ h a (:c� �,x^ SPRING STREET WEST NOTE: REVISIONS I:1»:M1111111111" COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: 1Z11104 DATE: / / -2z °off DATE: w SEWER DATA TABLE ti� I BEARING DELTA RADIUS LENGTH TANGENT 3 rn 7 N d tiN 206.71 104.41 cn 2 65- u; v, 196.89' 3 12 0 64. 52.71' 4 / fl 4 A= 28'06'29" 606.00' � 151.70' 0 m o < 606.00' 339.71' 174.45' " 6 N24'53'21' W I – 27.00' c " _,.., ` 64.20 64.1 N M \ a - 7 I 58.52' 1 60.77 n � ^ } C%A + + a LO �7 wo to 7 r- 0 71.23 % IP 1 77.17 f0' MI 76.16 '"' L ` N. ( +� �o J ' 17 8 J 7 8 _q a L fl y `:1'Y e � l `+x:✓ h a (:c� �,x^ SPRING STREET WEST NOTE: REVISIONS I:1»:M1111111111" COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: 1Z11104 DATE: / / -2z °off DATE: w SEWER DATA TABLE ti� I BEARING DELTA RADIUS LENGTH TANGENT 'y+ 7 N d tiN 206.71 104.41 cn 2 < c� 8 7 U; Q 196.89' 3 N65'06'39 "E – 52.71' 4 / fl 4 LDOCUMENT .• ET RIGHT –OF –WAY DEDICATION PER i NO. _ / D — ��ctl 8 ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS SEAL Stantec Consulting, Inc. 1 R0ESS/ 277 Rancheros Drive Suite 300 A San Marcos, CA 92069 Tel. (760) 891 -3200 No. 38396i Fax. (760) 891 -3201 Exp. 3/31 07 ° www.stantee.com Uj C10, P AREG B R.C.E. NO. 3839 9� OF CALF 2 -4-0 N A. LEE DATE: CITY OF RIVERSIDE RECOMMENDS APPROVAL O SANITARY SEWER DATA TABLE N0. I BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 1 6= 19'56'22" 594.00 206.71 104.41 8 PVC 2 N65'06'39' E – 196.89' 3 N65'06'39 "E – 52.71' – " 4 A= 28'06'29" 606.00' 297.29' 151.70' 5 0= 32'07'07" 606.00' 339.71' 174.45' " 6 N24'53'21' W I – 27.00' – " NOTE: ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: (� INSTALL 8 " PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE SID. DWG. NO. 500. O7 INSTALL 4 PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE STD. DWG. NO. 562A. ® BACKWATER VALVE 14 INSTALL 8" PLUG. SCALT '= 40' GRAPHIC SCALE L4/ 1al27 /a! SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1 " =8' >0 ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 17 MS 4013 SPRING STREET WEST STA. 10 +00 TO STA. 20 +00 of 26 sI. FOR: w.0• COUNTY •I �1 FILE NO. YY SEAL — COUNTY 20 +00 EXISTING LLA EASEMENT DOC 0118105 DATED 2004 � 55. i mn m= r mrn � 1 --> O V O 0 NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. FUTURE gL UE OAK ROAD LINE "0" PROFILE LOCATED ON THIS SHEET STA. 7.00 l) 86.00' C 1 I I PROP. STREET IMPROVEMENTS PER RCTD DWG. IP 050030 r STREET r CENTERLINE J Q 4 + W�Q 3�cn Z 2 I V L ) 1 ( 1 0�� ( r 7 l.84 PRO P. CURB INLET im ' 68.90' 1 L STREET BARRICADE PER STREET IMPROVEMENT PER RCTD DWG. lP 050030 98 +75.17 SPRING ST= 33 +68.71 SPRING MOUNTAIN 1 ROAD (TM 29597) J � _ 77 6 , . 4 41 / ^ 69.00' 69.00' 57.94' Iz3 77.3 0 1 I + ^ I N 7 r _, SRING MDUNTAI 7 R D SEE SHEET 10 ¢ o 0 f ` ) r LE o SCA l (U " FI 1 40 O +� �' SPRING STREET WEST GRAPHIC SCALE rN� m 4 0 20 40 80 120 160 (VOTE. ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND D4ENGINEER M REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS SEAL — COUNTY I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT oR0�E _ a . APPROVED BY: �p A. O No. 33950 Exp. 6/30/08 t V IL/ w le_- )ED BY PBS & J I'Z/ Z DATE: l / -22 ° ®k DATE: SEAL Stantec Consulting, Inc. Q ROFES 4 277 Rancheros Drive Suite 300 A `yC � San Marcos, CA 92069 A. � OP �� Tel. (760) 891 -3200 w� No. 38396�i —�� ,,,��y ��' Fax. (760) 891 -3201 Exp. 3/31/07 c�JLt1 LJt4�� www.stantec.com * PJ CIV11. �* P PARED R.C.E. N0. 3839E 9�. CA1 � a•.... : �� DATE: CITY OF RIVERSIDE RECOMMENDS APPROVAL O SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 A= 08'49'24" 606.00 93.32 46.75 8 PVC 2 A= 06'30'30" 606.00 68.84' 34.46' " 3 548'07'24 "E - 200.51' - " NOTE- ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O3 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. O7 INSTALL 4" PVC (SDR 35) SEWER LATERAL W/ CLEANOUT PER CITY OF RIVERSIDE S7D. DWG. NO. 562A. 14 INSTALL 8" PLUG. Co. SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: 1"=8' ( IN FEET ) 1 inch = 40 ft CITY OF RI DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 18 MS 4013 SPRING STREET WEST STA. 20 +00 TO STA. 23 +63 of 26 SHTS. FOR: W.O. COUNTY FILE NO. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN, ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS SEWER L/FT STA T /ON O SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 N81'21 12 W - 396.66 - 12 VCP 2 N81'21'12 "W - 261.73' - 8" VCP 3 A= 06'16'29" 806.00' 88.27' 44.18 " 4 A= 18'58'56" 806.00' 267.03' 134:75 " 5 S73'23 "W - 82.97' NOTE.• SEWER EASEMENT DEDICATION PER DOCUMENT NO. DATED ____ EXISTING LLA MRF GROVES BOUNDARY - DOC 011810. DATED 2004 '. 12" SEWER SHEET 4 — — �Qr, Ljlj 4 MH NO. 1 \ PIGEON PASS WEST SS STA. 1 f00. D0� PIGEON PASS EAST SS STA. 1+00.00= LINE 'A" SS STA. 1+00.00= PIGEON PASS RD STA. 21+00.00, 6' _LT� SEE DETAIL SHEET - FOR MANHOLE N4_--_ . �. 8" SEWER FMI PROP. 30' SCE EASEMENT SHEET 24 PROP. POWER POLE (TYP.) \` 1 1 ~ \ 1 � 1 1 o zQ 1 1 z W PROP. STREET IMPROVEMENTS\ \ a PER RCTD DWG. IP 050030 1 1 T 1 \ 1 1 u 1 MH NO. LINE "L 1 - 5 +00 NOTE: STREET RIGHT -OF -WAY DEDICATION PER DOCUMENT NO. _ DATED n NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL EXISTING LLA MRF GROVES BOUNDARY - DOC 983759 DATED 2003 EXISTING ROAD EASEMENT PER DWG 878 -T I ­_ W cD \ �n (6 / \\ e+ \ a a 00 \ 0 o Q� R/VK SHEET N ASE EXISTING ROAD SEE vERNO /\ EASEMENT PER \ DWG 878 -T 'r M,O 10 +00.00 PIGEO PASS RD= V. \. \ 22 +73.50 MT. V RNON AVE A R i� a ' 8" SEWER FM SHEET 23 L---- - - - - -- - I 1 )P_8" SEWER FM \ \ Sl-IEET 24- - \ ------- 1 - - - - -- -- — — — — — — — — — — — — - 1 1 EXISTING 25' SCE f 11 EXISTING ROAD r 2 J J J r - ` J y `" 1 \\ EASEMENT PER / 1 . EASEMENT PER n r /\'r R r) �, �1 I � 11ml o \ GRAPHIC SCALE ' rn Z o ztiWZ° � �cn�arn EXISTING ROAD EASEMENT PER DOC 878 -T SCALE. 1 40' CHANNEL DETAIL UUC! 66 -3 /3 DWG 878 -T - EXISTING ROAD SEE SHEET 14 EXISTING SCE EASEMENT PER OW DWG 878-T ER IN FEET ) SECTION LINE EASEMENT PER DOC 233 -393 CONSTRUCTION NOTES: 1 inch = !t • " EXISTING LLA L EXISTING ROAD NOTE. DOC 66 - 162689 O2 INSTALL 8" VCP SEWER MAIN. BEDDING CITY OF RIVERSIDE EASEMENT PER EASEMENT PER SEWER EASEMENT DEDICATION PER PER CITY OF RIVERSIDE STD. DWG. NO. 452. • DOC 0118105 DWG 878 -T DOCUMENT NO. C ONSTR U CT - RECOMMENDS APPROVAL rr(� DATED 2004 DATED �_ ) j F ! Ij ' ; E( °_ O TY OFRIVERS E SID. S DWG. NON 500. PER m PIGEON PASS ROAD WEST 15 INSTALL 12" VCP SEWER MAIN. BEDDING ��T�C CITY OF RIVERSIDE DRAWING # S -1896 1 11 % PER CITY OF RIVERSIDE SID. DWG. NO. 452. CITY ENGINEER DATE WDID No. 833C327881 PW�6-0020 zVZ sjfi SEAL — COUNTY COUNTY OF RIVERSIDE SEAL - COUNTY OF RIVERSIDE SHEET NO. TRANSPORTATION DEPARTMENT Stantec Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT pRpFESS/ 277 Rancheros Drive Suite 300 SPRING MOUNTAIN RANCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING e gOFESS/ APPROVED BY: YC San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. �o A• o �`P��Ea < 29592, 29599, 29600, 29740 19 Tel. (760) 891 -3200 SEE SHEET 1 FOR BENCHMARK DATA MS 4013 Fax. (760) 891 -3201 No. 33950 _ PIGEON PASS ROAD WEST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Exp. 3�31�07 o: wwwstanteacom FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/08 T Z / 6 6 * * pp HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ` CIVI4 �Q K A ED OT DATE: J'J. CIVIC- \ P P ARED R.C.E. N0. 38396 STA. 1 +00 TO STA 11 +81B.e6 OF 26 SHTS, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 9�. /-, RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUT AND DATE BY MARK APPR. DATE CAt\ (� ff 32 -0 � CAO� �/ r W. aOUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE: Z l�r SCALE: FOR: „ , „ , ENGINEER COUNTY RECOMMENDED BY PUS & J DATE: D N L A. LEE HOR: 1 =4O VERT: 1 =8 FILE NO. 25 J JJJJJJ R r I\Jr R O, FA Y1\iJ OJ\O J 22+73.50 MT. VERNON AVE-- 10+00.00 PIGEON PASS RD SEE SHEET 99 I II PASS RO - T I I \yi 8 " FM / MT VERNON AVE r (SERPENTINE ROAD) TO BE VACATED o Q + 4 QN Q � e I NOTE.- STREET RIGHT -OF -WAY DEDICATION PER DOCUMENT NO. DATED I rt r rf a \ PROP. STREET IMPROVEMENTS \ I r Il PER RCTD DWG. IP 050030 c� Q 2 \ 1 lr Il Ill rr lIl 11 PROP.\ CURB \ \\ INLET (TYP) --- - - - - - - - 11 rl — l ll — 0 0 I ao ro Il —ll F _ a 11 ,I Il li I9 — �' LL t r PROP. POWER I 11 IIQ � Il POLE (TYP ) MT VERNON Al/E .(SERPENTINE ROAD) TO BE VACATED PM SEWER SEE SHEET EXISTING EASEMENT PER DOC 0013410 DATED 2004 h � Cd V� O SANITARY SEWER DATA TABLE NO. I BEARING DELTA RADIUS LENGTH I TANGENT REMARKS 1 A= 17'40'08" 1 1106.00 341.07 171.90 I 8 VCP 2 S00'44'52 "W I - 1 158.93' 1 - 1 " " NOTE.• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM lNSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O2 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS laz W GRAPHIC SCALE v llh r EXISTING DWR 1 v l — lI p• ll 11 EASEMENT PER r EXISTING lI Il 11 rl DOC 238860 V 1 / ( IN FEET ) EXISTING LLA EASEMENT PER lI lh o 11 11 DATED 1979 1 / 1 inch = 40 ft _ MRF GROVES DOC 0013412 & 6 rl lI mll // 1 1 . DOC 983759 DATED 2004 Il CITY OF RIVERSIDE DATED 2003 EXISTING ROW RECOMMENDS APPROVAL 2 5 ' 5 5 — 1 J J J J J EASEMENT PER THIS SHEET HAS CFD FACILITIES (' PROP. 30' / ��„l SCE EASEMENT r DOC 233 -393 �� ��/! l CITY OF RIVERSIDE DRAWING # S 1 J -1896 �� ��, D ANIEL r I J� /J, 1 � S I—I E F�� � �o ,tl its MOUNT VERNON AVE. Z C 4 ITY ENGINEE� DATE WDID No. 8330327881 FW06 -0020 (SEAL— COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT Stantec Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING �ESSI l p' ESS/ 277 Rancheros Drive Suite 300 SPRING MOUNTAIN RANCH QR C APPROVED BY: �� San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. Q A. OT ti P� <F 29592, 29599, 29600, 29740 20 SEE SHEET 1 FOR BENCHMARK DATA Tel. (760) 891 -3200 MS 4013 Y No. 33950 z No. 38396 i — ° —°— —� Fax. (760) 891 -3201 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Exp. 3/31 07 www.stantec.com MOUNT VERNON AVE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6 /30 /)98t: ' z ! // G HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL S �P K ALE A. OT N DATE: * ,J'/. CIVIL �* P ARED• STA. 0+00 TO STA 6 +00 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ,9 R.C.E. NO. 38396 OF 26 SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND GF CA��F ` ///// \F REVISING THE PLANS FOR APPROVAL T THE COUNTY. DATE 13 MARK REVISIONS APPR. DATE W �/ a� CAL DATE: � SCALE: „ , FOR: yy,0, COUNTY ENGINEER COUNTY ECOMMENDED BY PBS & J DATE: ANI A. L E HOR: 1 =40 VERT: 1 =8 F1 LE N0. EXISTING SD EASEMENT PER DOC 0013410 DATED 2004 EXISTING LLA MRF GROVES BOUNDARY DOC 983759 NOTE.- DATED 2003 STREET RIGHT —OF —WAY DEDICATION PER LINE ° S" SEWER DOCUMENT NO. 14 STA. 0 +44.00 PROFILE LOCATED 6 DATED _��� LINE 'lZ" SEWER ON THIS SHEET PROP. 8" PVC EL' 4 FM SEWER, SEE PROFILE LOCATED 4STA. 4.00 SHEET 24 STA. 0 +44.00 —- OI- THI5SHEET - - - - -- __ _ 14 - ____ ------- - - - - -- — — PROP. STREET IMPROVEMENTS O — PER RCTD DWG. 1P 050030 — — — — — — — _ _ _ _ _ _ _ _ LINE '7" SEWER ----------------- O O PROFILE LOCATED 5 ON THIS SHEET N L6 lk� i! Z co f J l DO-OD l 6 +00 �o p 7+00 � +00 — — 9 +00 10+00 — OIIG' G RO00 J OO i� WATER— o MOUNT VERNON AVE. ]\i100 GROVES Or V ll, I , 2 W � + 0 l�� Z ?Q� Z 1-4 to 2 O SANITARY SEWER DATA TABLE NO. BEARING DELTA EXISTING SO LENGTH Q EASEMENT PER p a + p DOC 0013410 Q) 1 0 Q in 8 VCP 2 II ° o — 121.75' /c� " " 3 S00'44'52 "W — 350.00' — ° o 4 ¢ Nd — 44.00' — cd LO 5 � Oijc1 — 3 UW o 6 WG1 '1i 41 Z " Z S89'15'08 "E EXISTING LLA i 56.00 W " J MRF GROVES DOC 983759 DATED 2003 ? z 4 MOUNT VERNON AVE. ]\i100 GROVES Or V ll, I , 2 W � + 0 l�� Z ?Q� Z 1-4 to 2 O SANITARY SEWER DATA TABLE NO. BEARING DELTA EXISTING SO LENGTH Q EASEMENT PER p a + p DOC 0013410 Z DATED 2004 0 Q in 8 VCP 2 S00'44'52 "W — 121.75' — " " 3 S00'44'52 "W MOUNT VERNON AVE. ]\i100 GROVES Or V ll, I , 2 W � + 0 l�� Z ?Q� Z 1-4 to 2 O SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S00'44 52 W — 79.32 — 8 VCP 2 S00'44'52 "W — 121.75' — " " 3 S00'44'52 "W — 350.00' — " " 4 S89'1 5'08"E — 44.00' — 8" VCP 5 589'15'08 "E — 44.00' — " 6 S89'15'08 "E — 44.00 — " 7 S89'15'08 "E — 56.00 — " NOTE:• ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES.' O2 INSTALL 8" VCP SEWER MAIN. BEDDING PER CITY OF RIVERSIDE SID. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE SID. DWG. NO. 500. 14 INSTALL 8" PLUG. NOTE. ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS 0 v ,u -- W J U GRAPHIC SCALE CITY OF RIVERSIDE RECOMMENDS APPROVAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE I BY IMARK ENGINEER yMI_1Qi1i111, ��QROFESSIpI,\ A oTy P No. 33950 ? Exp. 6/30/011= CIVIL REVISIONS APPR. I DATE COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: :NDED BY PBS & J )p ?, A � DATE: / /- DATE: SEAL Q RpFESS/ � \F� No. 38396 * Exp. 3/31/07 JI CIVI\- �Q 9� G CA1-\F Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 - Tel. (760) 891 -3200 Fax. (760) 891 -3201 O R IEN 1 9 www.stantec.com ET B R.C.E. NO. 35396 %114 a 2 -�1 -06 A. LEE DATE: SEE SHEET 1 FOR BENCHMARK DATA 1"=40' VERT: 1 " =8' CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 2 MS 4013 MOUNT VERNON AVE. STA. 5 +00 TO STA. 10 +51.07 of 26 SF FOR: W.O. COUNTY FILE NO. ( IN FEET ) 1 inch = 40 ft 88 +UU tty +UU yU +UU yI +UU yLilvv y3TUU VdfTvv ✓Tvv �vTvv 2JJJJ1 2 NOTE.• CONTRACTOR TO HORIZONTALLY AND STREET RIGHT -OF -WAY DEDICATION PER 1\11RF GR J V/r S DE V JJ L jD, VERTICALLY LOCATE THE EXISTING DOCUMENT NO MT VERNON AVE (SERPENTINE ROAD) 10" VCP SEWER PRIOR TO CONSTRUCTING ANY NEW SEWER PALMYRITA AVE SS STA. 87 +49.29 EX. MH NO. 2 PER PARCEL MAP NO. 30485 DATED CITY / COUNTY BOUNDW 1 MAINTAIN EXISTING SEWERLINE , PROP. EP EX. 10" VCP SEWER PER PARCEL MAP NO. 30485 1E.= 1112.39 5= 0.0296 (1109.90 NGVD 29) PROP. 10" VCP S= 0.0296 S= 0.0296 EX. 10" VCP EX. 10" VCP TO REMAIN TO REMAIN 1E. = 1112.19 1E. = 1112.31 (1109.70 NGVD 29) IE. =1112.25 ( (1109.76 NGVD 29) 1109.82 NGVD 29) SS MH NO. 52 DETAIL VMENDA IRRIGA77ON TO BE VACATED SEWER DATA TABLE W BEARING EXISTING 108" PCCP SWP PIPELINE 4 LENGTH W > REMARKS 4 J - 9.78 CO D) w v CITY DOC 0013412 & 6 J 10 W L PALMYRITA AVE rn 350.00 41 LQ �0 4 C OUNTY - SS FM STAN 21+87J4 - � ^ `I m + M "� u� Q rn o rn EX. PALMYR ITA AVE SS STA. 89 +4706= 4) +Q d NO o F'R ¢ PALMYRITA AVE 1 1 N PROPOSED SS STA. 89 +44.58 52 ¢ rn Q z CONNECT TO EX. 10" VCP SEWER Z > ° p Z ¢ v1 a c PIPE PER PARCEL MAP NO. 30485 Z � � Q W Q�el -tu Q ��ti m ROW a y PROP. EP 1 1 MAINTAIN EXISTING SEWERLINE , PROP. EP EX. 10" VCP SEWER PER PARCEL MAP NO. 30485 1E.= 1112.39 5= 0.0296 (1109.90 NGVD 29) PROP. 10" VCP S= 0.0296 S= 0.0296 EX. 10" VCP EX. 10" VCP TO REMAIN TO REMAIN 1E. = 1112.19 1E. = 1112.31 (1109.70 NGVD 29) IE. =1112.25 ( (1109.76 NGVD 29) 1109.82 NGVD 29) SS MH NO. 52 DETAIL VMENDA IRRIGA77ON TO BE VACATED SEWER DATA TABLE NO. BEARING EXISTING 108" PCCP SWP PIPELINE RADIUS LENGTH (PROTECT IN PLACE) REMARKS EXISTING N45'3719 E - 9.78 - 10 VCP 16 N89 DOC 0013412 & 6 71.28 10 W DATED 2003 PALMYRITA AVE rn 350.00 SS FM STA. 97 +00.97= 4 C OUNTY - SS FM STAN 21+87J4 - � ^ 5 A= 68'53'53" 100.00 118.25 68.60 rn 6 d Q "� °j MH NO. 55 4 d NO PROP. STREET IMPROVEMENTS PER RCTD DWG. lP 050030 ti Z PALMYRITA AVE 1 1 EA S, NT R/W BEGIN - 8" PVC FM (0 6 to W SEE SHEET 25 MOUNT VERNONA VE. I - - - -- - - - -- �n o 91 +00 92 +00 O3 N g 00 94 +00 ® 95 +00 O 66 56 - ^ -- 57 s6 _ 59 1 I I /I I I I o 100' DWR mm ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER 0: \ 160188.03 \Dwg \Improvements \Phase 1- Backbone \sewer\ SS- 22.dwg 06/28/0611:16 NOTE: CONTRACTOR TO POTHOLE DWR SAPL PRIOR TO SEWER INSTALLATION TO VERIFY LOCATION & DEPTH. REVISIONS SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 N45'3719 E - 9.78 - 10 VCP 2 N89 - 71.28 3 S89 - 350.00 4 S89'16 15 E - 168.30 - " 5 A= 68'53'53" 100.00 118.25 68.60 8" PVC 6 6= 21'04'59" 100.00 38.80 18.61 8" PVC NOTE ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: O7 INSTALL 10" VCP SEWER MAIN. BEDDING EXISTING LLA PER CITY OF RIVERSIDE STD. DWG. NO. 452. MRF GROVES BOUNDARY ® CONSTRUCT SANITARY SEWER MANHOLE PER DOC 983759 CITY OF RIVERSIDE STD. DWG. NO. 500. DATED 2004 10 INSTALL 8" PVC (SDR 35) SEWER FORCE - MAIN. BEDDING PER CITY OF RIVERSIDE EXISTING STD. DWG. NO. 452 EASEMENT PER SLEEVES TO BE PER PLAN. SEWER MAIN TO BE DOC 0013412 & 6 1 g INSTALLED IN 7HE SLEEVE WITH A CONTINUOUS DATED 2004 2 "X6" REDWOOD LUMBER SKID AND 1" STAINLESS � EXISTING STEEL BANDS AT 5' ON CENTER. ATTACHING EASEMENT PER INSERT SIZE OF SEWER MAIN, HERE TO 77 SKID. DOC 0013410 I DATED 2004 II I - -- -- --------------- - - -- - - -- - - - - - - - - - - - - - - - - - N � EXISTING APT EXISTING NAT000 EASEMENT PER ROAD & IRRIGATION IT" DOC 1010724 EASEMENT PER h I III DATED 2003 DOC 1925 -495 DATED 1956 Q 60 +00.00 PALMYRITA AVE REFER TO ENCROACHMENT PERMIT NO. 1357 TTY v~j 10 +00.00 MT. VERNON AVE FOR SEWER CROSSING IN DWR ROW PALMYRITA AVE. SEAL - COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT OFESSI APPROVED BY: � No. 33950 5b Exp. 6'30/0 0 b f CIV1�. te r_ tKH��A ED . 0TH A DATE: Lor C A\_\F L L RECOMMENDED BY PBS & J DATE: JJJGJ- 1GR0Vr J-, - i CITY OF RIVERSIDE RECOMMENDS APPROVAL SEAL o '-P, Stantec Consulting, Inc. ESS /a 277 Rancheros Drive Suite 300 A San Marcos, CA 92069 - C(� Tel. (760) 891 -3200 No. 38396 Fax. (760) 891 -3201 Exp. 3/31/0 0. ! ` www.stantec.com * JJ CIVIC �* P ARED%B R.C.E. N0. 38396 9� CA1-\F DATE: ( • z8 -0(0 ...._ SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT 1 " =8' EX /STING APT EASEMENT PER DOC 1010724 DATED 2003 SCALE. I 1 '= 40' GRAPHIC SCALE 0 20 40 80 120 1 1 1 1 1 ( IN FEET ) 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # 8-1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 22 MS 4013 PALMYRITA AVE. STA. 74+4729 TO STA. 89+54.05 of 26 sF FOR: W0' FILE NO. NOTE.• N STREET RIGHT -OF -WAY DEDICATION PER EXISTING 20' EXISTING 20' N n - �i l 1 `r• I DOCUMENT NO. _ NATOCO ROAD NATOCO ROAD V. I r. DATED __ EASEMENT IRRIGAT PER E45 1925- ER 4 DCC 1925 -495 DATED 1956 ° o ti DATED 1956 UTURE 0 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 A= 1039'06" 584.76 108.71 54.51 8 PVC 2 N53'26'46" E — 103.08' — " 3 4= 01'55'31" 803.72' 27.01' 13.50' " 4 6= 19'08'05" 806.00' 269.17' 135.85 " 5 S25 29'35 "E — 39.00' — " 6 N363314 "W — 27.00' 7 S11'24 01 "E — 39.00' 6 + F STA. 0 +27.00= US STREET 73 L � L l l °p • � OP NO. 2974PW05R 0221, ST NOT 1897) 4 ° E Q � ¢ ¢ I II I I ^ ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF h QN 00 + I I I In II ° MANHOLE. PRO . STREET IMPROVEMEN II— ° ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL o III I III PER RCTD DWG. IP 050030 j 435 ¢ TO INSIDE MANHOLE WALL LINE 'V" SEWER ^ Q +� Q z Q "� + I PROFILE LOCATE 6 3 '� "�' a _ _ CONSTRUCTION NOTES: �, ON THIS SHEET O3 INSTALL 8" PVC (SDR 35) SEWER MAiN. BEDDING LINE "U" SEWER _ PROFILE LOCATED v ON THIS SHEET II II � II �I FUTURE OPERA LOOP ltw — — — — — � — �t39.00 14 o WpWp �Z � z WZ) o �v�i�v rL 4 r 18" LINE "W" SEWER PROFILE LOCATED — ON THIS SHEET Q,o� �U,Q� 11 'Q9 LQ S PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE STD. DWG. NO. 500. 14 INSTALL 8" PLUG. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 40 IMPROVEMENT PLANS s� GRAPHIC SCALE PALMYRITA AVE, 0 20 40 ao 120 160 CITY OF RIVERSIDE ( IN FEET ) • RECOMMENDS APPROVAL 1 inch = 40 ft CITY OF RIVERSIDE DRAWING # S -1896 •�� •� CITY ENGINEER DATE WDID No. 833C327881 PW06-0020 �2 SEAL — COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 277 Ranh Consulting Inc. C.F.D. SEWER IMPROVEMENT PLANS Q RpFESS /a 277 Rancheros Drive suite 30o SPRING MOUNTAIN RANCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING QRpFESSlOI,, APPROVED BY: q`� "rl San Marcos, CA 92069 BACKBONE SYSTEM FOR TRACT 29597 AND 29741 PERMIT HAS BEEN ISSUED. �o A pry SEE SHEET 1 FOR BENCHMARK DATA 29592, 29599, 29600, 29740 23 y v No. 38396 -- Tel. (760) 891 -3200 MS 401$ 0. __ ____ Fax. (760) 891 -3201 PALMYRITA AVE. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z / Exp. 3/31�07 e' ' www.stontec.com FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6 /30'OB? V * * STA. 0 +00 TO STA. 2 +69.17 & � on HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ` CIVN. \ P KHALE A. 0TH DATE: U`j• CIVIL \P NO, R.C.E. N0. 38396 OF 26 SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 9 ( 9 S TA. 0 +00 TO STA 2 +98.80 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CA1-�F 'C ' REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE 11'Z .z G CA4�F DATE: Z - 1 � / .04 SCALE: , „ , FOR: W.O. FlLE No. COUNTY RECOMMENDED BY PBS & J DATE: HoR: 1 =40 VERT: 1 =8 i ' 9 +, 50c66 TO- 11 +02. ?5 H �VAI�I� FEv�OM wi o Q ._...k 1125;. { r 1115 r r � 1 310.4.E TOP 8 ,SEWER .. � 3 Zb95 i I � ,y, ;I I rvic. LL WATER AND NON POTABLE WATER LINES SHOWN ON THIS HEET IS PROPPOSED PER RIVERSIDE HIGHLAND WATER COMPAN IPOVEMENT PLANS LL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER RUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 i'ari�, irurur n, A ♦ I ^ EXISTING EASEMENT PER — DOC 0013412 -6 DATED 2004 SHEET N #v - s EE % IGRNO \ \� 1O `Q Cf) . - -- Q5 rc Qj 4J — - EXISTING LLA EASEMENT PER DOC 0 118 105 DATED 2004 EXISTING ROAD EASEMENT PER DWG 878 —T NOTE- WORK CONTAINED WTH/N THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACH PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SCALE]i "R 40 — EXISTING PIGEON PASS ROAD ROW SEE SHEET 1 FOR BENCHMARK DATA " =40' VERT: l e' GRAPHIC SCALE NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROVPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS DATED 2004 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 a1 0'O8'18" 1112.00 196.77 98.64 8 PVC FM 2 A= 03'02'34" 1112.00 59.06 29.53 " 3 S00'44 52 W - 290.94 - " 4 S00'44 52 W - 350.00 5 S00'44 52 W - 187.34 NOTE: ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER EASEMENT PER NOTE: CONSTRUCTION NOTES: COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 DOC 0013410 EXISTING IMPROVEMENT PLANS EASEMENT PER STREET RIGHT -OF -WAY DEDICATION PER O DATED 2004 10 INSTALL 8" PVC SOR 35 SEWER FORCE -MAIN. DOCUMENT NO. ( ) DOC 0013412 & 6 BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. DATED 2004 DATED II II II II \ \ 11 FORCEMAIN CLEANOUT PER S7D 559 II III III II \ ` ` \ \ PROP. LINE "S" II Ila III II \ \ NOTE. PROP. LINE 'R" 8" GRAVITY SEWER PROP. LINE 'T" PROP. _ II III jll II \ SEE SHEETS 20 & 21 8" GRAVITY SEWER SEE SHEET 21 8" GRAVITY SEWER EASEMENT \ � i FOR GRAVITY SEWER l� SEE SHEET 21 SEE SHEET 21 I - - - - - - - - - - - - - ------------------- II Ilxlkll II \ --------------------- E GEON 2� 10 oW P� \ N x II II II +9 +e 12" IIIzW �o +e0 0o c�2t+e IF 97 00 o o — - - - - - - - ` II II I II II \ \ " WATER \ l =: CO II II II II _____ \ - - 11 STA. 20 +00.00 PALMYRITA AVE \ o \ I R N SS FM STA. 97 +00.97= STA. 16 +50.00 CLEANOUT N \ CLEANOUT o MT. VERNON AVE. STA. 13 +00.00 11 \ ao I rn L _ - A ! f J II 1 II II II CLEANOUT \� \\ I o O o SS FM STA. 21187.34 PROPOSED 0 2 L Z SCE EASE NT I� II i EXISTING DWR \ I Z PROP. LINE 'RR" NOTE. � J J 2 D D — D J 2 w EASEMENT PER \ I v� 8 GRAVITY SEWER SEE SHEETS 20 & 21 \ II II II II �0 \ \\ I SEE SHEET 21 FO DATED 19 R GRAVITY SEWER J \ / J R r G C D r'� 1 D E `, JJ, L � P, II II II II >� , 1J N II II II II ° EXISTING ROW L� ) 1 / 1 EASEMENT PER 1 li ' ytl - ,' I , c i /r a li ;II z �' ° EXISTING DOC 233 -393 GRAPHIC SCALE Im— I I I I I I I I J 'SEE SHEET22 RALMYR /TA A VE. m D p 2 & 6 55 1 9D — J J J 0 20 40 80 120 1 I NOTE. SEE SHEETS 22 FOR GRAVITY SEWER EXISTING i LJL� `�� �L� IM J r I l \/J . r rrJ r F� rte, MOUNT VERNON A VE. SEAL — COUNTY NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �9 Q Rpf ES$/ � FiD A O T < Y No. 33950 ` Exp. 6/30/0& COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT - ESS /q APPROVED BY: �I' APP I<HAL A.OTHN/�BY MARK R. DATE 9 / ENGINEER REVISIONS COUNTY RECOMMENDED BY PBS & J No. 38396 ?Z 1� f a / Exp. 3/31/07 DATE: ` *� CIVI\1 \* //- Z Z -0 ¢ q� of cp&_ DATE: Stantec Consulting, Inc. 1 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891 -3200 Fax. (760) 891 -3201 www.stantec.com ED*B R.C.E. N0. 38396 ' DATE: A. LEE CITY OF RIVERSIDE RECO APPROVAL `' CITY OF RIVERSIDE DRAWING # S -1896 10 /o� NGINEER ATE WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C.F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 SEE SHEET 1 FOR BENCHMARK DATA 29592, 29599, 29600, 29740 25 MS 4013 MOUNT VERNON AVE. 26 STA. 0 +00 TO STA. 12 +77.14 of SH TS. FOR: W COUNTY 1 „ =40 VERT: 1 ” =8 FILE NO. ( IN FEET) 1 inch = 40 ft NOTE.• \ STREET RIGHT —OF —WAY DEDICATION PER DOCUMENT NO. DATED SEE SHEET 5 PIGEON PASS ROAD \\ u EXISTING 25' SCE EASEMENT PER — DOC 66 -3373 EXISTING ROAD 4A \\ ` EASEMENT PER ` I DOC 878 —T \ \ ` i T :1 \ \ \ Y �, � EXISTING \ EASEMENT PER \ \ \ DOC 0118105 g., DATED 2004 R /W��_ \ -_ .. MH NO. 3 \ 6 PIGEON PASS EAST \ �. SS STA. 8 +00.00= LINE "B" SS STA. 10 +00.00\ r I � ,f EXISTING ROAD EASEMENT PER DOC 878 —T LINE "PIGEON PASS ROAD EAST" 3 SEE SHEET 4 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND VENGBINEER MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. \ \ 14 �\ \ EXI TING LLA \ \ MR,A GROVES a% \ \ BOUI�QARY RIW\ �DOC X83759 \ \ \ \, DATED 03 3 0 " 0 0 \ \ \ I EXISTIN¢ ROAD \ �\ EASEMENT PER \ \ DOC 87q—T SEE SHEET 19 PIGEON PASS ROAD REVISIONS LINE B AND LINE B PARK SEWER \ �x —PROP. JO' SCE \ \ EASEMENT I \ APPR. MH NO. 59 LINE "B" SS STA. 11+90.16 LINE 'B PARK" SS STA. 10 +00.00 ;.00 L ° O \ MH N0, 60 LINE "B PARK" SS STA. 11+7, 29 7 i; I� I LINE "N PARK" PROFIL# LOCATED 3 _ ON THO SHEET 1 1 1 \ \ I 1 I 'H \ \\ 1 SEAL — COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT Ize P ROFESS /qy , APPROVED BY: No. 33950 ' Exp. 6/30/08 /HMS DATE: //- -Z2 - DATE: MH NO. 61 LINE 'B PARK" NOTE.• SEWER EASEMENT DEDICATION PER DOCUMENT NO. DATED _ SEAL Stantec Consulting, Inc. Q ROFESS /� 277 Rancheros Drive Suite 300 A C Y San Marcos, CA 92069 P F� ' Tel. (760) 891 -3200 �y No. 38396 Fax. (760) 891 -3201 Exp. 3/31/07 ' c o11L114 5 www.stantec.com L �* P ARED• B LEE R.C.E. N0. 38396 9� OF CA\- \F ' DATE: Z - 4 1 - 0 c A L A. 09 W NO. BEARING DELTA RADIUS 7090 TANGENT REMARKS 1 S42'0910 E - 190.16 - 8 PVC 2 i � 10.00' - I 3 3 +00 PROFILE SCALE HORl2.- 1'-40' VERP P-8' 0 SANITARY SEWER DATA TABLE NO. BEARING DELTA RADIUS LENGTH TANGENT REMARKS 1 S42'0910 E - 190.16 - 8 PVC 2 S63'31'27' E - 10.00' - 11 3 S32'21 '39"W - 175.00' 4 532'21'39 "W - 50.00' NOTE - ALL DATA TABLE PIPE LENGTHS ARE MEASURED TO CENTER OF MANHOLE. ALL PIPE SLOPES ARE CALCULATE FROM INSIDE MANHOLE WALL TO INSIDE MANHOLE WALL CONSTRUCTION NOTES: 03 INSTALL 8" PVC (SDR 35) SEWER MAIN. BEDDING PER CITY OF RIVERSIDE STD. DWG. NO. 452. ® CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF RIVERSIDE S7D. DWG. NO. 500. © INSTALL SEWER PIPE ENCASEMENT PER CITY OF RIVERSIDE STD. DWG. NO. 564 14 INSTALL 8" PLUG. NOTE: ALL WATER AND NON POTABLE WATER LINES SHOWN ON THIS SHEET IS PROVPOSED PER RIVERSIDE HIGHLAND WATER COMPANY IMPOVEMENT PLANS ALL STORM DRAIN SHOWN ON THIS SHEET IS PROPOSED PER COUNTY OF RIVERSIDE MISCELLANEOUS DRAWING (MS) 4013 IMPROVEMENT PLANS _ND- EIVGASE-MENT 0 ,II J U CITY OF RIVERSIDE RECOMMENDS APPROVAL CITY ENGINEER /s SEE SHEET 1 FOR BENCHMARK DATA 1 " =40' VERT: 1 " =8' GRAPHIC SCALE 0 20 40 80 120 160 ( IN FEET ) 1 inch = 40 Pt CITY OF RIVERSIDE DRAWING # S -1896 WDID No. 833C327881 PW06 -0020 COUNTY OF RIVERSIDE SHEET NO. C F.D. SEWER IMPROVEMENT PLANS SPRING MOUNTAIN RANCH BACKBONE SYSTEM FOR TRACT 29597 AND 29741 29592, 29599, 29600, 29740 26 MS 4013 LINE B & LINE B PARK of 26 sl FOR: I W.O. FILE N0. V ° -3" b 'S i I s N z . - & SEWER REF. POINT N 2312053.93 E 6241005.60 _ I 54 I I I i O 12" VCP STUBOUT—_, 3 STA. 9 +95.00 12" INLET • WET WELL WV. 1089.42 v. v v N. 2" DRAIN v E° II p 38 ` I I / I lp I 7 F --- _ FLOW INDICATOR I I \ \ / / I I LIGHT i Y I 27 28 1 30 30 . N 32 i \ � � J y MP - ��1111�11 = II�I 1111 .� Ilsi�i I 0 � III II II �� II II II —iI - II�II■ 1 1�. `� �� � li• nii ii_ � -1 li —ii+ - - � . �� i _�. 10111111 1 1 , Q +D / �G ° II ��Il 0 ®i ®i mul ii M] 176 1 J z y X - ADJUSTABLE PIPE SUPPORT NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, mi PRE PAR 'D L7lJOER TNB SUPCRVIS{OL4 aF; M ICIAA.GL J.50GcCK 0A"TE: P,CB NO, G4; 41 E)(F 4 (o 30-tfc �QP COtJ .it_T'tJC� 4obt® COQ 47y CGNTF -fZ DDP, TC CA `�2S�, SEAL - COUNTY I COUNTY OF RIVERSIDE TRANSP❑RTATI ❑N DEPARTMENT _ P� /Q{t,. APPROVED BYc 9° -0" No. 33950 Z Exp. 6/30/08 CIVI\ \R KHALED A, OTHMAN DATEI 9 CAL \F REVISIDNS APPR. DATE COUNTY RECOMMENDED BY'PSS & J DATE CONSTRUCTION NOTES: O SUBMERSIBLE VORTEX PUMP, 341 GPM 0 84' TDH, WITH 25 HP, 1750 RPM, 460 1111 PHASE 160 HZ SUBMERSIBLE EXPLOSION -PROOF MOTOR, ESSCO MODEL No. 012 IF 7 VANE OR APPROVED EQUAL. ® 5" GUARD POST, SEE DETAIL 3 O 6" D.I. PIPE, FLG X FIG M3 O 6" -90' D.I. ELBOW, FLG'D O6 6" D.I. PIPE, FIG X BE O7 6" D.I. PIPE, PE X PE 6" RESTRAINED FLANGED FLEXIBLE COUPLING, EPDXY COATED, WITH 316 S.S. BOLTS & 4 77E RODS. O 6" SWING CHECK VALVE, WITH LEVER & AIR CUSHION DEVICE, APCO SERIES 6000. 10 6" D.1. SPOOL, FIG X GVD 11 6" V►CTAULIC COUPLING, STYLE 31 W/ RESTRAINING RODS (4). 2 12 6" ECCENTRIC PLUG VALVE, MILLIKEN #'600, MILLCEN.TRG OR CITY OF RIVERSIDE APPROVED EQUAL 13 6" -45° L.R. ELBOW, D.I., FLG 15 6 "x6" 45' WYE, D.I., FLG'D. i6 6" 0.1. PIPE, FLG X PE. it 6" COMPANION FLANGE W/ SHORT NIPPLE & FEMALE CAMLOCK ADAPTER NTH MALE CAMLOCK PLUG. P 18 8" 0.1. PIPE, FLG. X PE ! 20 9' x 10' CONCRETE WET WELL, DESIGNED FOR H-29 BRIDGE LOADING 21 -0" "x16' -0 PRE AST CONCRETE VAULT DESIGNED FOR Z 2 0A�DER, SEE DE A!L SH . MA T M -i. M4 22 -6 8' -0 OU LEAF ALUMINUM ACCESS DOOR BILCO TYPE JD-3AL, H -20 LOAD WITH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 23 5'- 0 'Wx5' -0" DOUBLE LEAF ALUMINUM ACCESS DOOR BILCO TYPE JO-4AL, H -20 LOAD WITH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 24 SONIC LEVEL SENSOR (MILORONICS). 27 POWER CABLE WITH EXTENDED LENGTH AS REQUIRED. 28 STAINLESS STEEL PUMP LIFTING CABLE W/ EXTENDED LENGTH AS REQ'D. 29 STAINLESS STEEL PIPE GUIDE RAIL W/ EXTENDED LENGTH AS REQ'D. 30 6" ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264 PER IRM W -24. 31 GAILY STL. LADDER, ALHAMBRA FDY. No. A -3400. 32 INTERMEDIATE GUIDE RAIL BRACKETS (SS) PER PUMP MFR'S DESIGN. 33 4" FLOOR DRAIN, CLOW MODEL F -3946. O 4" PVC PIPE DRAIN, SCH. 80. 35 4" FLAP VALVE, CLOW MODEL F -3016. O 8 X 6" REDUCER, FLG. X FLG. 37 6" GALV. STL. PIPE VENT, ALHAMBRA FDY. No. A -2151 (AIR EXHAUST) 38 6" GALV. STL PIPE VENT, ALHAMBRA FDY. No. A -2151 R IN A 39 8" ECCENTRIC PLUG VALVE, DEZURIK SERIES 11 Ml�Lc9 *J 40 12 T2:C. GENE AL THE VAULT WALLS. THE VAULT STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND 55 7 I HATCH DOOR 22 ANY OPENINGS IN THE WET WELL WALLS SHALL BE SEALED WITH UNKSEAL AND GROUTED WATERTIGHT. PIPES THROUGH CAST IN PLACE CONCRETE WALL SHALL BE CAST IN WALL. Z I I I J. CODE. 2001 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, SEAL _ QROFESSIgy� STANTEC CONSULTING INC. 1 29 � I 1. LIFT STA71ON ROOF LIVE LOAD HS20 LOADING I I. SEISMIC ZONE 4 \ I IJ v i SEISMIC SOURCE TYPE A I Exp. �sisvos DISTANCE TO CRITICAL SOURCE = 5 Km pF \F �` PREPARED HYI R.C.E. Cp` NO. No = = 1.2 JEFF Y DATE, Cv = 1.02 Nv = 1.6 R = 4.5 o , i; 3 ItJ� R ��V +S{oar �'TE V = 0.293W (ULTIMATE DESIGN) M X V = 0.21OW (ALLOWABLE DESIGN) P �SOV o o1 / {g 8 Ao� A.R.V. PIPI►aG 2. LATERAL EFP = 60 PSF /FT (TRUINGULAR) CITY OF RIVERSIDE RECOMMENDS APPROVAL CITY OF RIVERSIDE DRANtI�� NG No. 8 N WDID No. 8330327881 PW05 -0064 6 0 CITY ENGINEER DATE WALL PERMIT No. BXX06 5 d i \ t I I \ Iv I I WET WELL STRUCTURE, CONSTRUCTION NOTES: O SUBMERSIBLE VORTEX PUMP, 341 GPM 0 84' TDH, WITH 25 HP, 1750 RPM, 460 1111 PHASE 160 HZ SUBMERSIBLE EXPLOSION -PROOF MOTOR, ESSCO MODEL No. 012 IF 7 VANE OR APPROVED EQUAL. ® 5" GUARD POST, SEE DETAIL 3 O 6" D.I. PIPE, FLG X FIG M3 O 6" -90' D.I. ELBOW, FLG'D O6 6" D.I. PIPE, FIG X BE O7 6" D.I. PIPE, PE X PE 6" RESTRAINED FLANGED FLEXIBLE COUPLING, EPDXY COATED, WITH 316 S.S. BOLTS & 4 77E RODS. O 6" SWING CHECK VALVE, WITH LEVER & AIR CUSHION DEVICE, APCO SERIES 6000. 10 6" D.1. SPOOL, FIG X GVD 11 6" V►CTAULIC COUPLING, STYLE 31 W/ RESTRAINING RODS (4). 2 12 6" ECCENTRIC PLUG VALVE, MILLIKEN #'600, MILLCEN.TRG OR CITY OF RIVERSIDE APPROVED EQUAL 13 6" -45° L.R. ELBOW, D.I., FLG 15 6 "x6" 45' WYE, D.I., FLG'D. i6 6" 0.1. PIPE, FLG X PE. it 6" COMPANION FLANGE W/ SHORT NIPPLE & FEMALE CAMLOCK ADAPTER NTH MALE CAMLOCK PLUG. P 18 8" 0.1. PIPE, FLG. X PE ! 20 9' x 10' CONCRETE WET WELL, DESIGNED FOR H-29 BRIDGE LOADING 21 -0" "x16' -0 PRE AST CONCRETE VAULT DESIGNED FOR Z 2 0A�DER, SEE DE A!L SH . MA T M -i. M4 22 -6 8' -0 OU LEAF ALUMINUM ACCESS DOOR BILCO TYPE JD-3AL, H -20 LOAD WITH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 23 5'- 0 'Wx5' -0" DOUBLE LEAF ALUMINUM ACCESS DOOR BILCO TYPE JO-4AL, H -20 LOAD WITH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 24 SONIC LEVEL SENSOR (MILORONICS). 27 POWER CABLE WITH EXTENDED LENGTH AS REQUIRED. 28 STAINLESS STEEL PUMP LIFTING CABLE W/ EXTENDED LENGTH AS REQ'D. 29 STAINLESS STEEL PIPE GUIDE RAIL W/ EXTENDED LENGTH AS REQ'D. 30 6" ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264 PER IRM W -24. 31 GAILY STL. LADDER, ALHAMBRA FDY. No. A -3400. 32 INTERMEDIATE GUIDE RAIL BRACKETS (SS) PER PUMP MFR'S DESIGN. 33 4" FLOOR DRAIN, CLOW MODEL F -3946. O 4" PVC PIPE DRAIN, SCH. 80. 35 4" FLAP VALVE, CLOW MODEL F -3016. O 8 X 6" REDUCER, FLG. X FLG. 37 6" GALV. STL. PIPE VENT, ALHAMBRA FDY. No. A -2151 (AIR EXHAUST) 38 6" GALV. STL PIPE VENT, ALHAMBRA FDY. No. A -2151 R IN A 39 8" ECCENTRIC PLUG VALVE, DEZURIK SERIES 11 Ml�Lc9 *J 40 12 T2:C. GENE AL 45 6" D. STR�1 L) G DAPTOR O 6" MAGNETIC FLOW METER WITH LOCAL FLOW INDICATOR & REMOTE TRANSMITTER, WATER SPECIALTIES PJM06 -R OR APPROVED EQUAL. O PIPE ANCHOR, SEE DETAIL M3 49 60" I.D. CONCRETE MANHOLE NTH 30" DIA. C.I. FRAME AND COVER. 50 i" WATER LINE, COPPER TYPE K HARD. 51 I BACK FLOW PREVENTOR WITH BALL VALVES AND nmNGS 52 2 DRAIN LINE, COPPER TYPE K HARD. 54 ZEBRON COATING INSIDE WET WELL, PER MANUFACTURERS REQUIREMENT. 55 316 STAINLESS STEEL S71RRUP STEPS PER CITY OF RIVERSIDE STANDARD DRAWING No. 500 O 16x8 ° H ENTRANCE SLIDING GATE W/ ELECT. OPERATOR & INTRUSION ALARM 57 YARD LIGHT POLE, SEE DETAIL G E6 O 314" HOSE 61BB PER APWA SID. PLAN 505 W/ AN71 SIPHON DEVICE. 60 B" PVC FORCEMAIN, C -900, CL150. 61 12" GRAVITY SEWER PIPE COUPLING 4 62 B" DIP TO P TRANS ITION COUPLING M3 IG. SERI ES I.LO. 4 A I" SCIA w PvC Pipe ® 2" 'r 80 INC PIPt 6 ,6,1� VALVE E.1JGL.+flS�R.� PE2 O�TNL. 3 41 12" VCP PIPE, EXTRA STRENGTH THE VALVE VAULT MAY BE PRE -CAST OR CAST IN PLACE IN EITHER CASE, THE CONTRCTOR SHALL DESIGN THE VAULT AND BASE STRUCTURES AND HAVE THE BASE CAST IN PLACE AND FORMED TO Fl 1 THE VAULT WALLS. THE VAULT STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND SEE SHEETS S3 & S4. DESIGN CALCULATIONS AND PLANS FOR REVIEW AND APPROVAL. ANY OPENINGS IN THE WET WELL WALLS SHALL BE SEALED WITH UNKSEAL AND GROUTED WATERTIGHT. PIPES THROUGH CAST IN PLACE CONCRETE WALL SHALL BE CAST IN WALL. Z PRE -04ST CONCRETE VAULT SHALL BE PROVIDED AND DESIGNED BASED ON THE FOLLOWING. J. CODE. 2001 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, SEAL TITLE 24, PART 2 QROFESSIgy� STANTEC CONSULTING INC. GRAVITY LOADS. 277 RANCHEROS DRIVE ,t I 1. LIFT STA71ON ROOF LIVE LOAD HS20 LOADING SUITE 300 SAN I. SEISMIC ZONE 4 n� MARCOS, CA 92069.: * No. 58455 SEISMIC SOURCE TYPE A 760.891.3200 Exp. �sisvos DISTANCE TO CRITICAL SOURCE = 5 Km pF \F �` PREPARED HYI R.C.E. Cp` NO. No = = 1.2 JEFF Y DATE, Cv = 1.02 45 6" D. STR�1 L) G DAPTOR O 6" MAGNETIC FLOW METER WITH LOCAL FLOW INDICATOR & REMOTE TRANSMITTER, WATER SPECIALTIES PJM06 -R OR APPROVED EQUAL. O PIPE ANCHOR, SEE DETAIL M3 49 60" I.D. CONCRETE MANHOLE NTH 30" DIA. C.I. FRAME AND COVER. 50 i" WATER LINE, COPPER TYPE K HARD. 51 I BACK FLOW PREVENTOR WITH BALL VALVES AND nmNGS 52 2 DRAIN LINE, COPPER TYPE K HARD. 54 ZEBRON COATING INSIDE WET WELL, PER MANUFACTURERS REQUIREMENT. 55 316 STAINLESS STEEL S71RRUP STEPS PER CITY OF RIVERSIDE STANDARD DRAWING No. 500 O 16x8 ° H ENTRANCE SLIDING GATE W/ ELECT. OPERATOR & INTRUSION ALARM 57 YARD LIGHT POLE, SEE DETAIL G E6 O 314" HOSE 61BB PER APWA SID. PLAN 505 W/ AN71 SIPHON DEVICE. 60 B" PVC FORCEMAIN, C -900, CL150. 61 12" GRAVITY SEWER PIPE COUPLING 4 62 B" DIP TO P TRANS ITION COUPLING M3 IG. SERI ES I.LO. 4 A I" SCIA w PvC Pipe ® 2" 'r 80 INC PIPt 6 ,6,1� VALVE E.1JGL.+flS�R.� PE2 O�TNL. 3 41 12" VCP PIPE, EXTRA STRENGTH THE VALVE VAULT MAY BE PRE -CAST OR CAST IN PLACE IN EITHER CASE, THE CONTRCTOR SHALL DESIGN THE VAULT AND BASE STRUCTURES AND HAVE THE BASE CAST IN PLACE AND FORMED TO Fl 1 THE VAULT WALLS. THE VAULT STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND MAXIMUM EARTH AND H -20 LOAD. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ALL DESIGN CALCULATIONS AND PLANS FOR REVIEW AND APPROVAL. ANY OPENINGS IN THE WET WELL WALLS SHALL BE SEALED WITH UNKSEAL AND GROUTED WATERTIGHT. PIPES THROUGH CAST IN PLACE CONCRETE WALL SHALL BE CAST IN WALL. Z PRE -04ST CONCRETE VAULT SHALL BE PROVIDED AND DESIGNED BASED ON THE FOLLOWING. J. CODE. 2001 C.B.C. (CALIFORNIA BUILDING CODE TITLE) CCR, 4 TITLE 24, PART 2 GRAVITY LOADS. ,t I 1. LIFT STA71ON ROOF LIVE LOAD HS20 LOADING LATERAL LOADS. SEE GEOTECH REPORT BY CHJ INC. I. SEISMIC ZONE 4 n� �r SEISMIC SOURCE TYPE A DISTANCE TO CRITICAL SOURCE = 5 Km o` Co = 0.53 No = = 1.2 0 Cv = 1.02 Nv = 1.6 R = 4.5 m SEISMIC BASE SHEAR: 3 ItJ� R ��V +S{oar �'TE V = 0.293W (ULTIMATE DESIGN) M X V = 0.21OW (ALLOWABLE DESIGN) P �SOV o o1 / {g 8 Ao� A.R.V. PIPI►aG 2. LATERAL EFP = 60 PSF /FT (TRUINGULAR) CITY OF RIVERSIDE RECOMMENDS APPROVAL CITY OF RIVERSIDE DRANtI�� NG No. 8 N WDID No. 8330327881 PW05 -0064 6 0 CITY ENGINEER DATE WALL PERMIT No. BXX06 5 d i • • ml 1: I' Y llk_ , V PIPING PLAN 6 "P,C.C. OVER 6" A.B. PAV'T TOP OF WET WELL EL 1110.50 < G < S- ( y� SUBMERSIBLE VORTEX PUMP, 341 GPM 0 84' TDH, WITH 25 HP, ti 1 1750 RPM, 460 VOL7S /3 PHASE HZ SUBMERSIBLE EXPLOSION -PROOF MOTOR, ESS 0 MODEL No. 412 IF 7 VANES, OR APPROVED EQUAL, 4 6" 0.1. PIPE, FLG X FLG 6 " -90' D.E. ELBOW, FLG'D 6" D.1. PIPE, FLG X BE 6" 0.1. PIPE, PE X PE Q 6" RESTRAINED FLANGED FLEXIBLE COUPLING, EPDXY COATED, WI7H 316 S.S. BOLTS & 4 TIE RODS. 6" SWING CHECK VALVE, NTH LEVER & AIR CUSHION DEVICE, APCO SERIES 6000. PO 6" 03. SPOOL, FLG X GVD 11 6" VICTAULPC COUPLING, STYLE 31 W/ RESTRAINING RODS (4). 12 6" ECCENTRIC PLUG VALVE, MILLIKEN 1600, OR CITY OF RIVERSIDE APPROVED EQUAL. 13 6 " -45' L.R. ELBOW, D.I., FLGD. 15 6 45° WYE, D.i., FLGD. 16 6" DL PIPE, FLG X PE 17 6" COMPANION FLANGE WJ SHORT NIPPLE & FEMALE CAMLOCK ADAPTER W1774 MALE CAMLOCK PLUG. 18 8" 0.1. PIPE, FLG X PE 20 9' x 10' CONCRETE WET WALL, DESIGNED FOR H -20 BRIDGE LOADING. 2P 9' -O "x16' -0" PRECAST CONCRETE VAULT DESIGNED FOR H -20 BRIDGE LOADING. SEE N07E 4 SHT M -1. FOR LADDER, SEE DETAIL 2, SHT. M4 22 5'4"Wx8` -0" DOUBLE LEAF ALUMINUM ACCESS DOOR BILCO TYPE JD -JAL, H -20 LOAD WITH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 23 5'- 0 %5' -O" DOUBLE LEAF ALUMINUM ACCESS DOOR BILCO TYPE JD -4AL, H -20 LOAD NTH 316 S.S. SPRING OPERATOR, TRIMS, BOLTS AND LOCK. 24 SONIC LEVEL SENSOR (MILLTRONICS). 25 MC 5X9 S. STL. PIPE SUPPORT AT 6' (MAX.) SPACING 1 ANCHORED TO WET WELL WALL, SEE DETAIL 4-1 NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANOIOR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 9, \I' 1 10 E'ipl 1 L SLOPE 8" MIN. 34 TO DRAIN l i < , G 1 L - _ - 114" ITT V p -_ - - _ - - - - -- - SLOPE /W. 1100.50 - - - - - - - - - INV. 1100,25 L / a 1 L < L < <i,G 1 1 L < .' 1 / L 25 WET WELL, SEE SHEET S4 FOR STRUCTURAL DESIGN F / 4 L { G / < S � 1 L ` L � I /1 L L \ In t_ L SEAL-CDUNTY CDUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT AAN APPROVED BY; t � , W.T.1 VIA =## DATE w < i L 7 G 1 41 1 G i i G. 1 < L < 1 L' � t l 1 L Di 1 L L L 'I i L iG G 4 •- cG p / L V L < 1 L 1 1 G ` G - G ! Ic <I a? 1W. HWL ALARM, s wA COUNTY OF $1W Ir ri P REPARED - 1' s' ktl3ti c r I .S dpi r . SEWER f 277 RANCHEROS DRIVE no PKCON PASS SEWER "P STA PON RCE ,�. 04,-3 SUITE 0. r te _ r .�.. . �+•� ,Y a 4 . , y J" F AX y r,• 7 60 . 891 . 3200 GENERAL NOTE 1. P O C ONTRACTOR SHALL D ESIGN ` STR UCTURES AND HAVE THE 5ASE CAST IN PLACE AND F-ORMEO TO FIT THE VAULT WALLS. THE VAULT STRUCTURES SHALL B DESIGNED AND CONSTRUCTED TO WITHSTAND WXIMUM EARTH AND H-20 LOAD. PRIOR TO CONSTRUC77ON THE CONTRACTOR SHALL ROW DE A" DESIGN CALCULA77ONS AND PLANS FOR REVIEW AND APPROVAL. r 2 ALL OPENINGS IN THE WET WELL WALLS SHALL BE GROUTED AND SEALED WATERTIGHT, �, P I P ES P LACE C WALL SHALL BE CAST IN WALL. DATE SC& Q ,r - ' Ml 013 CITY OF P W P 9 D E RECOAMENDS APPROVAL r,.- A. �� �. CITY ENGINEER DATE WALL PER MIT • 1W. HWL ALARM, COUNTY OF $1W Ir ri SHEET NO, 1' ' '. CONSULTING I .S dpi r . SEWER f 277 RANCHEROS DRIVE PKCON PASS SEWER "P STA PON SUITE 0. r,• 7 60 . 891 . 3200 , w -. P SECTI r PAR y ,. �, 1 DATE SC& Q ,r - ' 1W. HWL ALARM, "' �l b. 4 L ° 51 CxCx3 18" SS PLATE X 3 518" WIDE BRACKET W/ SLOTTED HOLES r 2 -112"0 SS BOLTS 1 r MC 5X9 ST. STL. �— 6" Dl PIPE 518"0 SS U -BOLT W/ WASHER, PL AN NUT & LOCKWASHER NOT TO SCALE PIPE BRACKET, DETAIL , NOT TO SCALE - !O l2 STAlNLcss Sr� AN C{•4C R BOLT COST IM SLAB (Z EACH 3 AT 160 APART) STA{Nt 4 STEt =L iL 0 'J a 6" AS REQ'D MIN. PIPE CLAMP 4" MIN. GRINNELL FIG. 216 a a PIPE Oe i A A 518' D1A 316 S.S. BOLT (TYP.) 518" D14 S.S. CONC. INSERT (TYP.) CONCRETE OR CMU WALL N07ES: I. ALL BOLTS, NUTS, ANCHORS, MOUNTING BRACKETS, & CLAMP TO BE TYPE 316 SS, UNLESS NOTED 07HERM7SE. C�1T'll4m m; TEM NO MATERtALs O G,,&LVAAUZED ST EI-VEt1TED V.4L•ttc COVER, SEC WOO E Z. O 2 2" p.1R tZELEA.SE VALHI`= SE6-- ltto - rte 2 Z h11PPLC - ® Z �•L VALES STRUCTURE 2" SLIP 01.1 x TNRtAD C:oL1PUNG AI fT TlC�t+TL( t'AcKED LAYEtzS OF ExPP.0Qa0 PbLYtTHYt- EI1c°oSZ, O 2! X Z' -(o C01-1 ETE SL/aB POLYLIRE°T144AS POPL PIPE O 2 ' PVC ELL IN?E FILLF-P, ® z' CowogLb'mz)Q Slop O SIZE BY 2 S�t2�iK.e. SAI�oLE JO 1" Sc,4. &) NC CLOSE N I PP L ES A--WD C ie BEwel SC A. 80 P'VC Plf C 12 !" SCH• 80 PV C Plf cl� SWfF- To DRAtN 54r-K TO WF-T WELL PE=R, J pemw IS Ot-A Sl•4t -T "I � M a APPLY 1" OF GUN GRAM 11 ELASTOMERIC 5E.ALA 3T A{JIJu. A ARZC ltd "I 3L)LAR SFb4E ! MIN. ALL ARaL1{JD AL A 40000 150Th sloFt5 � NoTG: FOR WETI PE4�ETQATto A C4 E.T}4E MAX IIAUM ►•}WL 0 o Ly N01ES' 1• CONTRACTOR TO VERIFY PAD DIMENSIONS FOR CONTROL PAD PRIOR TO CONSTRUCTION. 2. ANCHORAGE BY 518'0-112" HIL77 KB3 GALVANIZED EXPANSION ANCHORS, TOTAL (4), (1) EACH CORNER, ICBO ESR -1385, SPECIAL INSPECTION IS NOT REQUIRED BY DESIGN. CONTROL PANEL PAD DETAIL NOT TO SCALE �, f NOT TO SCALE NOT TO SCALE 't a 11� 111 : .''' -• ►11=x• /' A�+c •. E N 11 i ' ' ' 111 ppp PAD SUPPofZT U Iii tl -4 - ' MOST SE LEVEL OR SEc SHEET M� M2 SLOPE. UPWARDS 1C INSTALL OUTLET If.1 VETtTICAL POSITION NOTES: 1. SEE SFtEET M- I FbR LOCATIOW OF pr=LIEF VALVE. 2 R&,i T PIPE COVER it A4R REL•EA.Sc VALVE W IT•U 1 COAT OF P(Z\MER A440 Z CoAT5 o4= FUJISH f A11JT (ScE PANT SPECIRCATioo) A� . • N07F WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. .7-5, DETAIL REVISIONS b i BUMP HEAD GROUTED FINISH TOP. b TWO (2) - 112"0 STL X 3"0 LIFTING EYE WELDED TO PIPE REMOVABLE 5" STEEL PIPE POST SCN 40 PRIMED & PAINTED OSHA YELLOW FINISH, 7 MILS TOTAL. CONC. GROUTED IN PIPE a , P.C.C. PAVEMENT F PE CASING PRIMED &PAINTED EXPOSED AS THE POST VE SEMENT MIN. 0 6110 e1 2 W ALL P r r E.06 WEER I REVISION 7� IS RBF ADD Q om . / RV � . p ® P4 � 1 1 . � 1 -� G C Cf ! O RIVERSIDE RECOMMENDS APPROVAL W %