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937-O TR 24495-5 12/31/2005 Traffic Sign Plans,Street Light Plans,St Macintosh St,Watson Rd,Cranberry Rd,Red ti TRAFFIC SIGN PLAN GENERAL NOTES TR ICT • 2 1. TRAFFIC SIGN AND THEIR LOCATION. NO STRIPING IS TO BE SHOWN OTHER THAN STOP 84RS AND STOP LEGENDS. ALL DEVICES ARE TO BE PER CILTRANS, STANAARD PLANS AND SPECIFICAVONS, LATEST EDITION AND THE M.U.T.C.D. a4TED 2003 AND M.U.T.C.D. CALIFORN14 SUPPLEMENT LIATED 2004. 2. ALL SIGNS SHALL BE STANLMRD SIZE UNLESS OTHERWISE NOTED ONWAFSeN ROAD � �• 6� -_- -__ _-_-- -- ______________ __ __ PLANS SIGNS SHALL BE INSTALLED ON 4' X 4" 0000 POSTS WITH ANCHOR BLOCKS, IF IN UNIMPROVED AREA. OTHERWISE SIGNS ARE TO BE 949515 PLACED BEHIND THE CURB OR MOUNTED IN STREET NAME SIGNPOSTS UNLESS -- -- ----- -- -- - - --- --- --- ---- . -- - - -- -- --- -- - -"- -- - --- - - _ OTHERWISE NOTED ON PLAN. PROPOSED 480 SIGIIIS SHALL BE INSTALLED. ^T i 3. ALL SIGNS, STOP BARS, AND STOP LEGENDS SHALL BE REFLECTOR/ZED. STENCILS FOR STOP BARS AND LEGENDS SHALL A/ATCH COUNTY FEDERAL �I 15 14 METRIC STANDARD STENCILS EXACTLY. if 4. ALL REMOVALS OF SIGNS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OF APPLICANT. 16 13 - c� 5. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE - - -- --------- -- _---_ _ -- _ \/ �.\ W I W COUNTY YARD AS DIRECTED •Y THE COUNTY INSPECTOR ON THE JOB SITE ---- -----008BLER.--00URT_- 6. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LANES INSTA44TMW OF SIGNING SHALL BE IN ACCORaWCE WITH THE APPROVED PLAN WITH - -_ 17 ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY J ^ 12 Z RESERVES THE RIGHT TO REOUIRE ALL WORK TO BE DONE BY THE I Z W CONTRACTOR 18 � 11 , I 2 -- -'- ----_ --__ ---.y _' - .-- - - _-- -- --_' -._-_.- -..__-_ _-_-j- __.__ .__.__ --_. 1 _= - - - - ------ RE0 - y `APPLE ROAD 20 N 9 10ROA -� tRANWRRY co �l, Lil - -- 8 l ell 22 7 N112 SH1/4 5FG. ll, T-55., R.31N. s ' - r 20' , - 20 23 WATSON RD. 6 V4� 245 C.) 25 j li W I W y E, a o 3 ~ 26 2 Pl TE RD. h J I 74if I j1 Q .I ' 'f i1i if Yt�� 27 if R 2 j U F 28 2�•S' 3 I ! ' - I -- if CONSTRUCT/ON NOTES - ---"-- -- PLACE STREET NAME SIGN PER COUNTY OF 3 EA. BY COUNTY --= 2 _- -- -____ --- RIVERSIDE �_-------- -- -- - - - STD. No. 816 -. ' _ a2 -REMOVE EXlS71NG 8+1 mrwE 2 EA. BY CONTRACTOR So-INSTALL STD SIZE SIGN AS INDICATED PER M.U.T.C.D. 1 EA. BY COUNTY ---_---- ------- ----- -------_---`\ � ~�" R2-1(25) ! ` 7TRA CT IV 0, 464 r0 LEGEND >�B 74162-6,3 j r PROPOSED STREET SIGN & POST L 0r 68 �- - - BARRICADE ROjWOL A PAfr?jW S JV G. 12 / 7J 100 0 100 200 300 Underground Service Al*rt Call: TOLL FREE Scale 1 " = 100' 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PUNS"�� TRACT No. 29495-5 /.P.NO. 030132 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCRa4CHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED APPROVED BY: COUNTY OF RIVERSIDE 1 0-4 E'N Gi 114 E E nos t �, �� C" • arvaAw • �r>n SCHED ULE A 6820 Airport Drive. Riverside, CA 92504 OF f SHEETS rhF f'141'KITE EA+ OWTR SM,�M W ThfNF 'W_"S /S 55WE AZW N0. 3Nm K D AN DATE: NO. 5=0 Tel:(951) 6 1 - F 951) 688-0599 h A5S440W rhf-ACIX MCY AAIO A i7Y Or rhE a�iv h0ffM * pW. «- « * R.C.E. 0 * �, 6-30-0 � Lhdw bg TRAFFIC SIGN PLAN AV )W EkL9147 ar AfAgW Ax7ER C060V7 AP194OW aW S41 " twat► ICc.E r oRaa07 A~ 6V"7 W7XW, 71C RAWATE EAR JQWL �A�au�E ,� clvl � / ,� C - IL f6iS' UE7ZrAf1uM1!(A�l^AN ACCEPTA6t f SOL417A7W A4V A974S�{'G' 1hf-f'YA/VS '��� �l O� '� �CAA� „ , FOR: ENGINEERS COUNTY ti f6W,4A) 0kN BY Thy COIAV7Y MARK Bl" DATE REVISIONS APPR. DATE COMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 =100 VERT. N A FIESTA --]FILE No. 5706-ce FILE No. ;17* 0 ME NOE.- U.•\&v�\�+'\5706\�s5-5\5700901.� STREE LIGHT PLAIVS TRA CT IVO* 29 95so5 R.S. 53 / 82 STA 25+81.81 WATSON EX/STING CL ROAD p-m. 112 / 23 16 34 35 36 37 17 18 19 20 21 22 23 24 25 26 - 27 2 29 30 31 32 33 _. 15 14 33 32 254 17 'F 1.5 2 2 1 2 0 i 9 %;' ? 7 ��� TRACT OUNDRY ROPOSE R/If J 14 16 13 34 31 ,_ 3 ?3 = 15 N _ - COURT - 3 -- 11 — -- — 12 - —13 j� 14 15 W,1 17 12 35 3 27 22 1_q 14 11 ,1�1 !f k Fh .fir ry. i 1 V 5 6 7 8 9 10 11 12 w 18 TA 11i 3o O 29 28UI 21 20 i Ali 13 STA11+00. I� ,z 19 _ RED APPLE ROAD I _ •� V 11 12 13 14 15 16 17 18 19 20 t11 � 2 �' 24 23 22 e 1 2J 19 18 17 76 r 5 - - -- _-- - --- - co �' ! r� 20 ^ • 3 Cj /, PRR9 10 S D RR 1 ��' 4 J & -7 8 1 C° 1 1 1�' m i d, it 11 _ 12 13 14 15 16 17 a Po 21 . 8 6 7 �' 9 10 11 1 13 14 TA1 + 25 24 9 8 9 8 22 7 23 10 4 7 1 - 7 O 6 7 8 9 10 6 +, 22 / x f STA 1 +77.7627 —= 24 1g` =---MOTTE-Z`TItCZE 1 L I, 28 25 4 20 13Ob 12 y0 2 9 4 7 't z 0 18 1 7 1 "r 4 z �t a, 16 , 5 2 4 � Zi l Q Vr j i V 3 14 o GENERAL NOTES: �. N N � 4 ! 27 STA 11+37.11 30 Y. ALL MC�W SH&Z CGINFOAW R7 THE*VST OZIAWE/VT RM11AEA/EWS OF THEt it CWN7Y 6f-Anf?PS//� T)PAN-V06WTA7XW ZgfPARTA&W7,, IA/PI'4l012 ftVT 40 STi1i s AND SPEC/F/C4T/ONS, COUNTY 6KV1A 4Vf AV. 4WI AND II it 3 g 15 SU8SEQIUENT AA/ENDWN75 �+ 2 ! ;i 42 I 43 44 45 46 4 48 49 J0: 28 �^ 3 7 r 2 15 2 2. /T.SAWL BE THE AYNPO1NSIB/L/7Y Lam THE a1E12Z0PfR 6W L:} N)MC76W I it TO APPLY F6W AN EAVRl24QVW?Vr PERA//T FOR ALL M 2W PERFGl� kfP * 1 7 1 6 + M�'/HAV THE 6WN7YS RYGHT-OF--WAY. -52 1 1 16 .3 THE CGW/7Z4C717YP shc4LL CGWTACT UNA-RGhgUNO sERbJfGE ALERT AT��� 227-26G0 � CIDER , STREET ; --- - r AT LEAST •1ST hY>!/RS PR/Q!? 7?7 ANY EXCAhAT/GW. THE LYWTRACTCiYP AGY,L�P7S ALL 1 1 12 13 �_ 14_ 15 16 RESP6WSA5WLI7Y FOR ANY AND ALL LYUNGES 77 EX/SPA0G' U77L/77E3 - THIS PAUCCT/S NOT w/THIN M A//LES �AeT. PALGlIL4R �G �� 19 - �' __=-=-22=_ --- - -----24 _ lD R STREET - 20 25L 26 27 28 29 5. SCE//L!� SERf�JL^E P/iWNER_K/A/ E12�R,14W Mt7WK ORDL�R NUA/BER 6877-1864 39 33 37 36 35 34 33 3� - — --- --__ __ — ---- -f LEGEND & Q UANTI TIES: TRACT NO. 4540 51 31 30 29 28 27 26 2.5 24 23 22 21 2 0 19 18 17 OINsrALL im ►mr, jwwwrLR..•SK Luww 5 EACH I M.B. 74 / 62-53 STREET Z)W75 PER RY{�WIGI' COUN7Y STANBUPD I I AV. 1000 Wl/2 51W1/4 SEC. ll, T._'55., R.3W. 225001 EACH AV. fool Y 75 N7r srT�O l�B���/ 71 Lo�sa 917r EX/571H4�' STREET LIGHTS k"P- V RD. fZI77Ai'E S7MEET L/GH7S QQ G/ ST. QL INDEX MA P 3 4 z 3 74 PINAGATE RV. Underground S�� ANrt goo o �o0 200 30o hw T.5 FORE y : TOLL � Scale 1 " = 100' 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PLW���` BENCHMARK: SEE SHEET 1 SHEET No. TRANSPORTATION DEPARTMENT � TRACT No. 29495-5 /.P.NO. 030132 COMMENCE UNTIL AS ENCROACHMENT PERMIT AND/OR / VED BY: EIS/Q COUNTY OF RIVERSIDE l GRADING PERMIT HAS BEEN ISSUED � A. O � J ENGINEER S �� , 01 E SCHEDULE A o de - �0 STREET IMPROVEMENT PLAN � m �0, so -r; 6820 Airport Drive, Riverside CA 92504 OF ' SHEETS TiSfE P1H'I�A7E E74^✓A(EER Sti^rWMG 7hIESE PLANS /S RE3FtaNS/�E FZ7YP NO, �50 KHAL A. OTH DATE: NO, 53390 Tel:(909) 909� 688- 599A.S571R1WfG 7hE ACClAP4G'Y MID ACCEPANUTr� THE a�N hERELaV EV. 06-30-0W * C.E. 50 * �. s-3o-o� * ,r,�„�,, /TwSTREET LIGHT PLAN AN ThF fWVT ar LXQP AZ3 ARY,SI{U AfTER COU/N7YARANW.& Lai awSTRI'il IAX )7k-PlM97E f, 6**--FR SHWL fF RI�NSA�E � S� CaIb�N / 1 S f! ,1f CIV11. �� �j, CIVIIL ��� t..� Rc.E sa�lo� L D o FW .yV ACCEPTA6L'E.SOZ11 iGW MD AFKS✓A 77)IE PLANS � � ' �' „_ , FOR: ENGINEERS COUNTY ti FqP.� BY 7hE GYtWY MARK BY DATE REVISIONS APPR. DATE RECOMEN ED BY WILLDAN DATE: ' DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HOWZ. AS NOTED VERT. 1 -4 FIESTA FILE N E 5706 FILE No. ° a File name. U:\DRAWING\ASHBY\57©6\29495-5\S7101 GENERAL NO TES: 1A IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY CONSTRUCTION NOTES & Q UA N T/T/ES: TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN OUAN7777ES ARE FOR BONDING PURPOSES ONLY - CONTRACTORSTREET IMPROVEMEIVT PLAIVS ENCR014CHMENT PERMIT FOR ALL WORK PERFORMED W17HIN PUBLIC RIGHT-OF-WAY, TO BID PROJECT BASED ON HIS OWN TAKE-OfF' DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENWRONMENTAL REGULATIONS DURING THE LIFE OF to-C:WS'TRWr 0JO'AC OIL R............................................................... M7 IM � CONSTRUCTION ACTM77ES FOR THIS PROJECT. AFL STUDIES AND/OR PERMITS M4Y 050'A8 (CLASS 2V (44,752 .sFV..................................................... &V Cr BE REQUIRED. 18 PRIOR 70 ANY CON57RUCT70N, THE DEVELOPER SHALL PROVIDE THE COUNTY A o-C:WS'IRwr 0."1 AC 0147P................................................................ J." 7 W � 29 95&w5 COPY OF THE NOl WT7H A VALID WDJD NUMBER. o s7'Ae (crA�s 2� (14588 SV..................................................... .Ms2 cr TRACT to-CGhGS'TRGCT TYPE 2-S-CURl4 & � PER IVO* 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED *VRK RAf7PS1 F CWNIY S7D. No. ....................................................... 2,4M IF AREA, AND RELOCATION COSTS OF ALL DUSTING U77U77ES PERMIT TEE MUST INFORM �-C:WS'IRWr CGWP . -gXW4LK PER RYI27 WZF ROAD COUP' OF CONSTRUC7XNN SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONUSTRUCT70N. CarrNTY STD. A�b. � at �fo1............................................................ 8,128 Sr WATSON ROAD SEE SHEET PHONE. 909 955-6790 FOR PERRMIT CASES C.U. P.U. P.P. OR o-C"7RWr 10' CAVtW alrfER & S 4AVMZ PER R��OE" PER TRACT 29495-1 ( ) ( > CauN7Y STD. IVo z09 et 2Uft......................................................... 1,67-T SF I.P. NO. 020004 NO. 3 VOLUNTARY), C46AZON AND AREA WEST. o-C W7AWr/i4N�•IP A=h3Y RAW PERZ:7WWAATSON PHONE. (909) 955-6885 FOR PARCEL MAPS AND ]RACY MAPS AnfA A'Z- Cal/NTY S7D. No. 4W (C4SE 4�..................................... •f EACH -� o-C0A-S71PUG'T ZIOW ARINMCH PER AYkEA/AF - PHONE• (760) J42-8267 FOR PERMIT CASES EAST OF C4614ZON. Caf/NTY STD. A(06 207........................................................................ 4 184 .Sr 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD 0 PUCE S7A)97 N4 F JWV PER 6WNIY 6F ACCESS ROAD LIMITS 6 NO. 816. R/YL�RS' STD. No. 816..................................................................... 3 EACH I FULLY CONSTRUCTED SECTION 5 4 Ca4a'rR�r B4RJ41CAL�PER A�RS� C�VTr srAAo4Rn PER TRACT 29495-1 � S6 g pig 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY 8 I.P. N0 94 r„ TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS ANO SPECIFrADONS, LATEST J 4i EDITION, CO1INTY ORDINANCE N0. 461 AND SUBSEQUENT AMEND1/ENTS AV. 810 ............................................................................................. 40 LF 16 13 l�J PLACE STREET LAG,HTS SVO#W PER - - - J \ J W DG/ CD /'T _ _ rr SEPARATE STREET L�/T PUN............................................................ 5 EACH G ItPv k - 5. lT SHALL BE THE RESPONSIBILI]Y OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL -V A/ETAL INSTALL STD. SIZE REfZECTLtiP/ZED STL7�' Slav (R>f - C I C� 6 �+ STREET CEN7FRUNE MONUMEMS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 QY A 17 I 12 � STREET AM&-JWV PUSr" PER C 4VNIY OF R1YL7PSDIE �(�r p� I I 2V► (M4C75 AND PARCEL MAPS ONLY). STD. 816 AND PUCE 12- 7hff?0kl5VE4S7K' LW1r UNE PER \ LLI 04cTR446 STD. PUN A2lE................................................................. 1 E4 I CRANBERRY RD. 18 11 Q 6. ALL UNDERGROUND FAC/LMES, W17H LATERALS, SHALL BE IN PLACE PRIOR TO PAVING 7HE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING. SEWER, WATER, EL£C7MC, GAS, o-,S4liC!/T AND REA1dll2r EX/SANG AC. PAI�£hIENT"N lN7H I \`�` IMPROVEMENTS PER I FFAnf OYL�IPLAY PER ✓OYN LAETA/L f/ERE01N.................................... '�� STORM DRAINS. TRACT 29495-5 PLANS . -PG4CE•STREET TREES' PER GEJ DW A40TF I.P. NO. 02 6 9 Z CURB DEPRESSIONS AND DRIVEWAY APPRL14CHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD N0. 206 AND/OR N0. 207, AS DIRECTL�U IN 1NE NO. 1,7 SHEET 1 6V- 11..................................................................... .4 EACH 20 FIELD. -,w,�oNr4r ExCA1�ATifGW........................................................................ 8" Cr � 9 9 10 RED APPLE RD. 8. N/A _ I SEE SHEET >,215 LF 9. lT SHALL BE 7HE RESPONSINUTY OF 7HE CWMCTD? OR DEVELOPER TO INSTALL AND -unu7r TRENCH.................................................................................. - - -� - - - - o-REAA2/2r EX771MG AC PAYER/ENT........................................................ 72a7 SF 0 �R P 9 I MACINTOSH CT. . _-- --- -- - -- AlA/NTA/N ALL CONSTRUCTION REGULATORY, GUIDE AND WARNING SIGNS WITH/N THE PROJECT 32 SEE SHEET 21 CRANBERRY RID. WORKERS UNTIL SURROUNDINGS UNAL COMTO PROV1DE PLEIION AND A�CCOVAW O 77HOR E PERWEC UT BY NG THE COUNLIC TY ��aYF ExrSrh►V air,�a�............................................................ .><o � � � P SEE SHEET � N N0. 2 o-REWW E.Y/SnW LEZINE47WS......................................................... 8 E4 22 7 NO 4 O��9 A 7R4fF1C CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO 1AfSTALL CRICKS 20' OW CENTER, OBTAINING AN ENCROlACHMENT PERMIT 'V 1' 6FF PAM4A49 RE? PUN ............................................................. 8 EA 23 I _ �� , _ ,= U 5 S P Q f0. ALL STREET SEC110NS ARE 1EMATlVE. AD571Oy11AL SOIL 1E515 SHALL BE TAKEN BY THE 6 '�� COUNTY AFTER ROUGH GRADING TO DETERMINE THE DACT STREET SECTION REQUIREMENTS l V USE STANDARD NO. 401 /F EXPANSIVE SOILS ARE ENCOUNTERED. LEGEND � � �G- 24 I � BEPR BEGIN EDGE PAVEMENT RETURN � � -�r�E�LE 5 � J V BCR BEGIN CURB RETURN \� „�, 25 (� Nq 11. ASPHALTIC EMULSION (FOG SEAL) SHALL. BE APPLIED NOT LESS THAN FOURTEEN DAYS EEPR END EDGE PAVEMENT RETURN / OV 2� FOLLOWING PLACEMENT OF THE ASPHALT SURFACING FOG SEAL AND PAINT BINDER SHALL ECR END CURB RETURN 4 (� BE APPLIED AT A R47E OF 0.05 AND 0.03 la4LLON PER SQUARE YARD RESPECTIVELY. EPR EDGE PAVEMENT RETURN Q 26 Z G g ASPHALI7C EMULSION SHALL CONFORM TO SEC77NV 37, 39 AND 94 OF THE STATE LT. LEFT oT ON TANGENT I 3 Q 1 -1 3 CFS `'P S I / STANDARD SPECIRC 77ONS. RT. RIGHT VC VERTICAL CURVE I 27 I Q 1 = 4 CFS JO G' 12 N/A CL CENTERLINE P/ POINT OF /NIERSEC170N ( 1 2 01 -1 3 CFS y 13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 G� 1 .4 CFS I A CUPAN/OPSIS ANAC4R0/ODES (CARROT WOOD) ELY, WLY EASTERLY, WESTERLY O PROPOSED STREET LIGHT �g✓ 28 4 B. LKXJl54A/64R SIYRACJFLLLA LIQUID AMBAR SLY, NLY SOUTHERLY, NOR7HERLY AC ASPHALTIC CONCRETE 77 - -T.. -� 1 C. PYRUS KAWAKAM/ EVERGREL�N PEAR) )-.,� . AB AGGREGATE BASE - • : -- . Tic TOP OF CURB 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET ,. _ _ _ _ �..��.�. LIGHTING PLAN. FL FLOW LINE EP EDGE OF PAVEMENT 15. AS DE7ERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE A AS A MIN/MUM FOR ROAD IMPROVEMENTS TO CENIERUN£, AND MAY BE REQUIRED TO P.C.C. PORTLAND CEMENT CONCRETE \`�' I RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO t MEET THE STRUCTURAL STANDARDS FOR 7H£ CURRENT ASSIGNED TR4FFTC INDEX. C.B. CATCH BASIN ACCESS ROAD LIMITS `) PROP. STREET TREE FULLY CONSTRUCTED SECTION 16 ONLY LANDSCAPING CONSISANG OF GRASS AND PARKWAY TREES A41Y BE INSTALLED PER TRACT 29495-1 WITHIN PARKWAYS ON LOCAL RESIDDV714L STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ASPHALTIC CONCRETE I.P. NO. 020004 ALL OTHER TYPES OF LANDSCAPING /N THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER CIDER STREET STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPE E71VRO1~1CHMENT5 --X EX. CHAIN LINK FENCE TRACT 29495-1 SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THE ADN/N67RAT70N OF EXIS77NG BUILDING I.P. NO. 020004 LANDSCAPE EACROlACHMENT5" DATED JUNE 1990. F.H. FIRE HYDRANT l N D E X M A P 17. ANY PRIVATE DRAINAGE FAclL111E5 SHOWN ON THESE PLANS ARE FOR /N DC/S77NG CONCRETE 4i ONLY. BY SIGN/NG THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE;::;.. ;;..=•.-:- o 0 3 LT. STD. EX ST. LIGHT v� _ U77E5 IS IMPLIED OR INTENDED BY 7HE RIVERSIDE COUNTY 7RANSPORTAI7ON �-I,� 150 0 150 300 450 S/W D( SIDEWALK o W z 18. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A W.M. EX WATER METER s NATIONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A N077CE OF INTENT (N0I) WITH THE STATE W.V EX. WATER VALVE Scale = 15O WATER RESOURCES CONTROL "RD (SWRCB), PREPARE A S70RM WATER POLLU77ON o MH EX � HOLE W112 SWI14 SEC. 11, T.5S, R.M. PREVEN77ON PLAN (SWPPP) AND MON70INNG PLAN FOR THE SITE. ��- PROP. CHA/NUNK FENCE 7' 6' PROP. BLOCK WALL R/W �� 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE R/W F U T U R E P R O P O S E D R/W INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND DIREC77ON OF FLOW 60' 0' 34 58' #47SON RD. STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT 7O THE PROJECT 40' GRADED SHOULDER 88' BOUNDARIES, UPON THE REQUEST OF 7HE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFTIC SAFETY ON THE RQ4DS UNDER THE JURISDICTION OF THE DEVELOPER PROPOSED STREET LIGHT ?, % 4' 20 LEVEL LINE 6 4 ',� I , 64' , , 6 6 18 12 32 6 6 CM ST 29 I - '2� 20. EXISTING STORM DR4/N PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, 2' MIN. OVERLAY OR AS APPROVED AT 1.7% 1.79 2.1 VA TES h 1 1 I - -"~ ,�I I ? 2 -39 2' �0• 2.pq 2q 2 ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR 0.10' MIN. THICKNESS. 2' WI' - III - - 2.09 `� CLEANED TO MAKE THEM RJACT/aW AND ACCEPTABLE AS DIRECTED BY THE I I-�� _ - SAWCUT 1' MIN. I -1 I I -III_ I I N -11 I- I I I=1 I•• 2.1X ,u_ , _ I L3d• � ••� i-III - � _ / EXISTING PAVEMENT. I I I I W I I P �-� 111= =III-' I - - I I v> > o 2 MIN. 1 2 Q 3 I I 1 2 III_ �I I - I I TRANSPORTATION DEPARTMENT 3I I W W A �I a �I I 3 �I I �� E I `� 0 3 0 �I I �I I I 3 I�� 3 PAVEMENT W I I C I I O PMNGIIE 4 MONUMENT NOTE: NEW PAVEMENT �I ( � �.'N DRY UTILITY TRENCH MAY BE LOCATED ON EITHER TYPICAL SECT/ON N.T.S. The contractor shall be responsible for any monmentation and/or SIDE OF STREET R W benchmarks which will be disturbed or destroyed by construction. JOIN DETAIL l TYPICAL SECTION WATSON ROAD - m ,r... Such points shall be referenced and rep/aced with appropriate N.T.S. MACINTOSH CT., RED APPLE ROAD, CRANBERRY RD. (PUBLIC STREET monumentation by a licensed land surveyor or a registered civil COUNTY OF RIVERS/DE STD. 104, SECTION ';4" COUNTY OF RIVERSIDE STD. 103, SECTION ';4" engineer authorizedpr to practice land surveying. A comer record or record., N.T.S. N.T.S. of survey, as appropriate, shall be filled by the licensed land Underground Service A�e(y 1 R = 35*, T.L=6.0 AC=0.30%AB=0.50' R = 40*, TL=7.5 AC=0.33%AB=0.67' surveyor,or registered civil engineer as required by the land surveyors act. * INDICATES ASSUMED R. VALUES * INDICATES ASSUMED R. VALUES BENCHMARK BASIS OF BEARING OR r FROM SID GEOTECHNICAL (PRELIMINARY) FROM SID GEOTECHNICAL (PRELIMINARY) 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM FROM THE INTERSECTION THE CENTERUNE ANTELOPE ROAD INDEX OF SHEETS. Call: TOLL FREE PER SOILS ENGINEER DATED 2125100 PER SOILS ENGINEER DATED 2125100 OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE AS SHOWN ON TRACT 4540, M.B. 74/62-63 SHEET NO.(s) DESCRIPTION CENTERLINE OF 8007LEG ROAD, 21 FEET EAST OF THE CEN7ERUNE OF RECORDS OF RIVERS/DE COUNTY, CAUFORN/A SHEET , 1 TITLE SHEET BOREL RD. 8 FEET SOU7H OF A TELEPHONE RISER, A 3-1/4 INCH AND BEING N 00'21'19" W SHEET , 2-4 PLAN AND PROFILE 1 -800 STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND /N THE SHEET 1 5-6 CROSS SEC77ONSIWATSON ROAD Z Z 7 2 OO CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FEET EAST OF CURB FACE. SHEET 1 OF 1 STREET LIGHT PLAN SHEET j 1 OF 1 SIGN INVENTORY PLAN MWD DESIGM770N: SO 6 1 TWO WORKING DAYS BEFORE YOU DIG NAVD 88 ELEV. 1401.44 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL AWNS PABrW ee BENCHMARK: SEE HEREON TRACT No. 29495-5 I.P.NO. 030 ,32 SHEET No. TRANSPORTATION DEPARTMENT COMMENCE RN1IL AN BEEN ISSUED r PERMIT AND/OR ESS/11�. APPROVED BY: tbWl R CO UNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED \� A. o � Z� o r \ � HMO / N�E�E��S SCHEDULE_ A o *+ I� �! / 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEAt'ENT PLAN of 4 SHEETS THE PRl'I�A7F EalkWZ7P S!;/WA4; 1NES'E PYANS/S /i3�.ftWSL6?CE f27YP NO. 33950 KH D HMAN DATE: NO. 23713 Tel:(909) 688-0241 • Fax:(909) 688-0599 c ASWAMG 7hEA6WR4CYAW AC FRA61t'L17Y ac' THE bf37&V NEREGW. * EXP. 06-30-K * R.C. 0 �t EXP. 12-31-05 �t -o5-0y c hV IhF E7EA/T A AFTER COY/NIY APPROYAL DYP awry Mmm C.E 2M3 Eip, 12JLB5 Boer alAYAW CVAT7AW7A%V, THE RAWATF E16i6✓NEE/P SSNLL 6E/FSP6YVSARE ' CIY4L �� ` CIv„ �� „ , FOR: ENGINEERS COUNTY Faf Zf7Z WVhWG AN AGL^EPTA6YE SYXU7J19N AND A"MA49 771E PUNS '�GF CN.�E DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HONZ. j =40 VE'RT. NIA FIESTA FILE No. 570� FILE No. '�� .A P A09VIOiZ SY THE CaINTY MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN DATE: File name. U:\DRAW/MG\4SHBY\5706\29495-5\S701 • TCICURB REFPROPOSED T.C. GRADE _ 6» CF 20' LT _ PER TR. 29495-1 lP No: 020004 PROPOSED -T.C. GRADE 6» CF (20' LT) 0. 0% L= 9.62' TOD ON X- 0 50 X 0.50% �t d d TAN-1.36 1460 LT d .+ .� + + + 1460 LT O N d iD S0' •,n ON ON AN. ' .� n di + W< W m Wto *2 • +m - F ., EXISTING GROUND AT z "< < W CENTERLINE - L=39.2T W 50' VC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TAN=1.387E - - - -1. PI=1458.76 PI STA 1.0+70.00 _ - - - - PROPOSED GRADE AT °•50% i< < CENTERLINEz n 6 it o+ + +0.50R O +1460 CL to'i 1460 CL ON < 50' VC 0n � + PI STA139.80 PROPOSED T.C. GRADE PER TR 29495- 1 < W PROPOSED FL 0 GUTTER6» CF (20' RT) 20 RIGHT -0.50X lP Na. Q20004 50' vc FUTURE T.C. GRADE _ PI=1459.41 PI STA 10+70.00 6» CF (20' RT) 0.50% o ,+i 00 d d d d , t t0 N 1460 RT � a n n a 1460 RT < . 04 _j L=34. 2' L=34.82' N a0 < � W W =34.82' 69.64' VC L=34 ' d , 0 i ^ + m w PI=1464.10 z L=28 82' I L=13 .29' ON CURVEI ON TAN. I ON CURVE W L= Q6 L= 9.57• C ON CMM TC/CURB RET. PI=1459.19 PER TR. 29495-1 IP No. 020004 PLAN SCALE. 1" = 40' PROFILE SCALE. 10+00 1" = 4' 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 I'!° o CAAAEERWROAD CL INTERSECTJON 11 /I J �T 4 C� TABLE P Z:7- STA. 18+01.62 CIDER STREET l 20' 20 o ao U NUMBER d= L=' R=' T=-' TRACT 29495-1 l .�+"► lx�q' J "� VO m rz 16 C24 90'00'00" 39.27 25.00 25.00 CS // V � ")+ c,; + Z + 17 C25 91'48'37" 40.06 25.00 25.80• h a+o C48 90'00'00" 39.27 25.00 25.00 14 28 27 26 25 24 23 22 21 ,0 20 c� 19 18 > + e ; 4j6 . Q C49 90'00�00� 39.27 25.00 2500 h y wo > L�.52 C53 14'14 49" 79.57 320.00 39.99 c� L'¢S. C54 14'14 49 69.62 280.00 34.99 B.C.R. + �+ 50.00 " (58.28 L4• �' k6 .� E.C.R. C55 90'0433" 39.30 25.00 25.03 51 /l Fl. 02 L=1 . 12 51.88 65.00 65.00 65.00 s5.0o 3 65.Oo 55.00 53.00 68.00 58.87 L_1 O6 1 C56 8955270 39.24 25.00 24.97 - � � C57 15'00 38 28.82 1 f0.00 14.49 n S9 BA SIN 4?l. � � C54 � 6�0 °p A� C57 � C58 15'00'38" 28.82 1 f0.00 14.49 . N C59 210'01'17" 139.29 38.00 141.71 1 cr .. 74.60 C60 14 14 49 37.49 30000 2 1 TC- FL 2 - - -t ----1--- - I- G L 1 fS 4 I���6��� L 114i f2. f3, � , � fS. 17 8. 1- ' // 2 ^� 11 3 11 59.47 5 $s9' C53 io �'ss 9�7 C58 ��' 14 31 11 11 +R15L-66.43' 73 00' 73.00' 73.00' 73.00' 73.00' 73.00' 104.98' 18' s� 61.43' °p L 26.2 CL INTERSECTION 4j 11 II �D 9' 3 O STA 19+39.8© MACINTOSH R/�' CL INTERSECnav E c.R� _ a.c.R QD 4.414 II II o v STA 18+28.30 MACINTOSH r� � 'I a 2 3 4 5 6 7 8 sr 18+2s 5o CRANBERRY g + + 11 12 13 v FED APPLEfn CONSTRUCTION NOTES: MACINTOSH STREET SEENISFr4 l.�CGWSTRUCT 0.30'AC 0127P 0.50'AB (CLASS 2) Underground Service Alen _2 CGWSTRUCT TYPE A-6"CU/P!9 at Gl/7TER PER �� O f roG I PA VEMENT LEGEND o- COWSrRrcr COW. Sy K PER , AF Call. TOLL FREE 6w/017Y STD. ft &V & .r0lf SiS 'sue 025'A O� 1�S4/W7",D "N EX. AC PAI�A/T/ IWER OWAMY 1 _800 40 0 40 80 120 PER AFTAIL =No.1 I� F �RE,�rvvF EXrsnnRc ea��r,�a� 227-2600 Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL AM BENCHMARK: SEE SHEET 1 TRACT No. 29495-5 I.P.NO. 030132 SHEET No. NOTE: WORK CONTAINED wITH►N THESE PLANS sHaLL NOT TRANSPORTATION DEPARTMENT �m COMMENCE UNTIL AN ENCRa4CHMENT PERMIT AND/OR ESSI APPROVED BY: Ess/ /� COUNTY OF RIVERSIDE 2 GRADING PERMIT HAS BEEN ISSUED A. 0 _ HN a I Nv E E R S SCHED ULE A 6820 Airport Delve, Rivers d° CAAs250 STREET IMPROVEMENT PLAN of 4 SHEETS NO. �0 K ED HMAN DATE: NO. 23713 Tel:(909) 688-0241 • Fax:(9095 688-0599 THE PJPA�ATE ENGYNEER S�YY/NG Tit/E5E PG4NS IS /��'3)°gN,SY6�E f7�YP A53'UR/1'VfG 77fE AC6VR40Y AND 4=994611L17Y ac' THE�V HEREOYI/. * EXP. Oi-30-K * R.C.E. 50 * EXP. 12-31-OS * Uw fo m ,( MA � /N 7hE EM9VT aF AAMA19 AFTER CVZIN7Y APl°14171/AL 6W � ��.P..U�, Y I-oS-oY DIl/4n11G GY�YICS7AW7"V,, THE RAWATE DV6W FF S q4U 61F RESJ°lg4eS/" �,� CIVIL �� �/► CIVIC. �� OWY ia7f3 E, f231.o�s apex F6W Zf7E/PA/6VAV AN ACCEPTA6YE SA &MV AND RE1�ibtGG THE PLOWS' ��' \ S ` ZO �Ir „_ , FOR: ENGINEERS COUN FGYP APJ°1R'JI�AL RY 77C GYIUNTY MARK BY DATE REVISIONS APPR. DATE ECOMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. I -40 VL'RT. N A FIESTA FILE No. 5706 FILE No iL File name: U:\DRAWING\ASHBY\5706\29495-5\ST02 • FUTURE FL PROPOSED FL ® 9' LT osr — — — 09' LT. — — — � TAPS + (0.82%) 1475 CL C14W e FUTURE FS AT CENTERLINE o Q I W ('`� I PROPOSED FS PER TI? 29495-6 _ :78i)' 0 0 (W 0 CENTERLINE (o.7s o� o� .80iI ) (0.98% o o� `off 9 N N^ OR 0.82X 0. ) (0.88%) ( h o+ W _ 0.90xZ _ _(0.4ex (Q.soz) (0.80z) _ ( I� �o .p .f 1.14 �' Q �IW _ _ — FA 211.211 Ed _ — + N W EXISTING GROUND AT 1475 CL �^ �� a — -- - - o �; N �� �, W CENTERLINE _ 1475 RT �' z-m will �' �0 6u CFE 32' RT PER TR. 29495-6 + Q(oldW EXISTING EP � IzSo +V. f a I v°' ®14'f RT PER TR. 29495-6 0s2�r N Q4', (nW �^ �� Wd � 1 I o 0 1 — W EXISTING EP TRANS — _ osx Z 4 PER 29495-4 ©.82X 1.01 X ON EP j"K _ — w 1475 RT _ _ _ - -- _ QN n N + Qi_ - - y Lo N^ m PROPOSED TC o N ® 32' RT. N � Q N^ Q� �W PLAN SCALE. 1" = 40' PROFILE SCALE.• 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 U CAUTXWI BWTM#19111134 TION N1ELL TO 6E fELOCA7W BlY TRACT O PM 1121123 W i-�� ND ow EX. R/W w 68'�Q 69CEP 10 EQ 0• EX. R/W 1 10•�Q T TRACT 29495-5 BiOUNLIIRY 61 �Q T T T T T T 1 T T T _ T WT WT T T T - - - - - - - -ccc - - - —� W — T T T -- - - - - �- - T — - -- - - - - - - - - - -♦ccyyT --� i _ — - - — T wT T .,, — -- — { _- — - iu _ 31 2 3 — b +---- f 29 30+1 1 -- — 5 26 11 2 EXIST. E.P. �, w G G G G — — G 7 23 24 1 G G — c c 4L c .6 �e�7L � — 2 - �A EX. EPY 111_N ., — E.P. PER 1A 10:1 TAPER 11 — _`" _ TR. 2 -4 — `O — R/W 3 �' `D �ER TRACT 29495 6 PA VEMENT LEGEND OPEN SPACE LOT A Wo wNN-1� �' o CaysTRucr 0 4U'AC OWR N N Q 15 14 N C4 g 33 32 26 24 0 0.67'Ae (cL. s 2) 17' 16 16 14 + a RZWW EVS77AV AC PAIfA/EVT 2 2 � �o S4NL"VT AND vf0/N EX. AC PAYWT CONSTRUCT/ON NOTES: W A T S 0 N R 0 A D 06WSTRIC7 0JU'AC O,f 057 AS (cups 2) Underground Service Alert � c�csrRL�cr myA-6-am �• cv7TER PER RlPf?MAF 6WN7Y STD. Ab. " o-C6wsrfi (Cr caw. S/L—ILK PER RN£RS/QE N Call: TOLL FREE PERaET41L JWEErW �1 S4N �'J L'VT AND "N EX. AC DAeV/ ;,FEATHER Ol27P Ar @_RFWkF EX/SAAIG R4"ENT 1 —800 40 0 40 80 120 @ ,_AYW F EX/SANO ZLFZ1NE4rafS 227-2600 o->"'SOFF P�iI� � GW CE7VTER, Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PLANS BENCHMARK: SEE SHEET 1 TRACT No. 29495-5 I.P.NO. 0.50132 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY TRANSPORTATION DEPARTMENT COMMENCE UNnL AN ENCROACHMENT PERMIT AND/OR M/� APPROVED BY: Ess/u�, CO UNTY OF RIVERSIDE ,3 GWING PERMIT HAS BEEN ISSUED A. G ,� H AI G I N H H R S SCHED ULE A L$l (9 Airport 8 Drive,024 Fax:Riverside, CA 90 94 STREET IMPROVEMENT PLAN of 4 SHEETS N 7HE RAWA7E EAGME? . THESE�/S Tim&E AVW NO. 33950 KH D A. AN DATE: NO. 23713 WAT M ROAD A.SZWRA 49 THE AG 4MCY AND"Z?9WJ7Y a,- rALF 610V6W NEMM * EXP. 06-30- 6 tt R.C.E. 4t EXP. 12-31-05 * 16 r a e /N THEC fX9VT G AAXV AF7D? 619WIY APP14bO& 6W C �, ► Skry Atom M ?23"J� 1DAw 1 aS-�`I o bVAD CONSTRrii 776W, T/iE AFMIF EA .Su R WU 6F fikTF E C1V1� �� I V1 �( ►�� „ FOR: ENGINEERS FF OUN FdYP G1E"IF/P1biM/AIG'AN AGL^E7'TA6�E.SYJYUIXIA/ANO REI�ISY/14;' THE PLANS �GF � of ��CN�`' DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HOPJZ. 1 =40 VERT. NAFIESTA FILE No. 5708 ILE No. FOR APJ°14bYAL Sr THE GOMN7Y. MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN AT : ;L0 Fib name: U:\DRAWING\ASHBY\5706\29495-5\ST03 • • PROPOSED T.C. GRADE 6" CF (20 LT) FUTURE T C. GRADE PROPOSED T.C. GRADE 6" CF (20' LT) 6" CF (20' LT) _ TAN-1.74X 39.24' 50' W 0.50X TAN=0.5X N CURBRET. P1=63.88 0.50X ----- IMPROV/EMENTS PER Pi=s2.92 o.50x --- TRACT 29495- rAN=�u. r $ $ a N 1.11x a 4b4ZV4 4 ^ o , + ' + ao pp - 1! Of O + + �F �O N '� N ^ t0 ' ^ ' WNo 1460 LT W 1460 LT + =O - W W W W W m W PROPOSED GRADE AT CENTERLINE FUTURE GRADE AT EXISTING GRADE AT a 5D V.C. I_--39.27 CENTERLINE CENTERLINE P.I.=1462.58 Cs. RTN. Ali 100' V.0 STA. 17+56.50 PI=1462.33 P.I.=1461.40 3:1 TO EXIST. 0 g M 50' 0.50X STA. 16+50.00 PROPOSED GRADE Pi=s3. __- - TEMP. FIRE TURN + _IMPROVEMENTS PER A ROUND AT 1.0% + CENTERLINE - TRACT 29495.-3 - - - _ _ ^EGe� � g 1x g C3 + 1.1 -1.S6X 1.70X 00) + ri m " EXISTING GRA E AT _ Go So g u� C N RLIN O o 0o O 'p C O o o� � � � } � o,o UW iWW 0 . ^ + � + 1460 CL + IN +N � 1460 CL + DO ^ C ce W o "� _ Qla- u PROPOSED T C. GRADE FUTURE T.C. GRADE V.C. a �' �" 6" CF (20' RT) 6' CF (20' RT) Cm � P.I.=1462.5 100' V.0 STA. 17+56.50 TAN=2.11 x 50' VC P.I.=1461.37 39.30' P1=63.88 0.50x STA. 16+50.00 PROPOSED T.C. GRADE TAN=0.5xCURV 0 5ox 6 CF (20 RT) PI=62.72 111 IMPROWMENTS PER TAN=-0.907E o . _ o g TRACT 29495-, g 1.11x aa � go oo o + 1460 RT '+ ' W 1460 RT + _ n n m 1iu-i Elul' m� U � V H m W W W W W W W V AJLLJ , = 7. 100' V.C. P.L=1462. CB. RTN. STA. 17+56.50 PI=1462.13 P.I.=1461.40 STA 16+50.00 PLAN SCALE.• 1" = 40' PROFILE SCALE.• 1" = 4' 16+00 17+00 18+00 10+00 11 +00 12+00 MACINTOSH STREET MACINTOSH H STREET SEE SHEET 2 SEE SHEET 2 SEE SHEET2- TR. 29495-6 ' A l I II II I STA 17+46.80 MACINTOSH f STA 10+00.00 RED APPLE RD. I N -t89 g g m 15 o 1 III II I f f g �v h 55.00' 67,00 18 1 1 L �� A J 6 +or N go � I I I I I I m k\ r� g T^ BCRot V2 20 ECR 5 `E'�I � c) gh // II II �� . l t i I + cl� 95.03' ,7 95.03' , I I \ 5 dQ2 9 10 gao - - - - - - - - - - - - - - - N19 ,E 2 1 B W L2 J - - - -- - - `O CL INTERSECTION I -- + L 11 + �_ - - - - - - - J STA 16+28.30 STA 18+26.50 CRAN RD. N STA 17+46.80 MACINTOSH t.. 12 t3 Q MACI SH f ? STA 10+00.00 R D APPLE RD. - - - - - - - - - - - - - - Ix N is W w W m H rI �, ,� 55.00' 3 67.00' 69.00' 67.00' _ Z W -__________ A II ao I Q W + 11. _ 5 fe) o BCR CL INTERSEC N U h STA 12+78. RED APPLE RD. W 0 N 3 l M 20 1 STA 10+00. FUTURE STREET W W LA I + N W �' i o AREMOVE 4,6001 SF OF TEMP. I Q � F V 10 f AC. PAVING g Q N 3 I W 9 21 ^ o I 8 O �l wi �� Jam/ I N `O o CL INTERSECTION � I STA. 18+2So RD. CONSTRUCTION NOTES: STA 16+28.30 A44 SH E m H .� caws�'i(G'r TYPE A-6'CURD & 6vn27P PER MACINTOSH 6I0IW7Y STD. No. aro MACINTOSH STREET SEE SHEET 2 SEE SHEET 2 U w PA VEMENT LEGEND o- c�prr cow n ,,�, ;�`R ' ' r W COOSMW7 0.25'A WC OWR 61 7AWr 10' CAM-W WnZ7P & -WA4WR PER R172 W&- Underground Service Alert N 0.50'AB (dASS 2) "MY STD. ft. " & 2M 0EF R y G �GYJW 4W C4SE A Call. TOLL FREE Z Z ® REArrol�EX/SnA4; TEA�Pla4ARr PA12�A/ENr � � o- CONS7RYr r B4fR /*W , &c' COUNTr STAvmw A47 810 -8 0 40 0 40 80 120 40 0 40 80 120 S4NCUr AND "N EX. AC PAP A/T/�Fi41HER OWAYAr 227-2600 CRANBERRY ROAD RED APPLE RD . PER �aL . W1 Scale 1" = 40' Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL AUM PIE1�Q" BENCHMARK: SEE SHEET 1 TRACT No. 29495-5 I.P.NO. 030132 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT GRADING PERMIT HAS BEEN ISSUED Qgt �[I APPROVED BY: IWESS COUNTY OF RIVERSIDE 4 E"N / N� EffwSE Rs SCHED ULE A 6820 Airport Drive, Riverside, CA�92504 STREET IMPROVEMENT PLAN of 4 SHEETS NO. gasp � K ED MAN DATE: of NO. 23713 � Tel:(909) 688-0241 • Fax:(909) 688-0599 TWE RAWATE RV6YNEER SlaV/A49 THESE PLOWS /S RESPl2N/SY61LE FOR o ASS'UR1NG THE AGL^UR4CY AND ACCEPA61V7Y� THE ASV HEREOIN. * EXP. 0`-30-K it R.C. 3 0 �t EXP. 12-31-OS �t u�ir tlM /N THE&kL9VT ar QYSCREPANC/E3'AR/SYAC AFTER CDIUNTY APPMY0i1L 6W S1�MWn a� Y � I I e5 � APPLE LG rIV. DIUR/NG CaI�VS)WW/xw, THE PAWA1F E716VAfFR SWa 6F Aff-VaU✓6iCE S! clyl �� �, CIV1%. �� s ry NAM a.n13 E* 1z•71.a5 M& 0 �IT�,\ �' \ „_ , FOR: ENGINEERS COUN FCJYP DL�7E1PA1/N/AR('AN ALL^EPTA6i�E Sl�1CUT1aYV AND RENS/MG Th/E P!'iWS ' v ' DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: jSj��Z, j 40 �+''RZ: N A FIESTA FILE No. 5708 FILE N �� a f7.I'P Az)cA' 7W Br THE CQUNTY MARK BY DATE REVISIONS APPR. DATE ECOMENDED BY WILLDAN DATE: Rio noms: U.\DRAWNMG\ASHBY\5706\29495-5\S704 E.M. W.D. WATER NOTES SEWER WA TER IMPR 0 VEMEIV PLAIVS WATER QUANTITY ESTIMATE 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH E.M.W.D.S STANDARDS AND ITEM QUANTITY UNIT SPECIFICATIONS. 2. PRIOR TO THE CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY TRACT IVO* 29 95mv5 8" P.V.C. WATER C-900, CL 150 2,081 L ITS EXISTING ELEVATION AND LOCATION. J. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/8" METERS, UNLESS OTHERWISE NOTED; AND SHALL 8 X 8" X 8" FLANGED TEE 5 EA BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICE 8" FXH RESILIENT SEAT GATE VALVE 4 EA ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG. B-590, TYPE B° - 8" FXH ADAPTOR 2 EA 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598. (TYPE B) - 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. -� WATSON ROAD 8 ELBOW, ANGLE 45' 1 EA ASSEMBLIES SHALL BE INSTALLED !N ACCORDANCE WITH STD. DWGS B-362, COLOR CODED GREEN. - 7. FIRE HYDRANT ASSE - _. --� 6x x2 5 £A 8. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG. 8-568. 6" FIRE HYDRANT ASSEMBLY B 362 WET BARREL -_. ,. .__ 6" TEMP. END BLOW OFF (B 568) 2 EA 9. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. PIPE i1" AIR VACUUM & AIR RELEASE VALVE (B-598) TYPE "B" 3 EA SHALL CONFORM TO AWWA SPECIFICATIONS. 10. FITTINGS FOR P.V.C. PIPE SMALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL ___ _-___ © ` 5 4 i 1" WATER SERVICE & 5/8" METER (B-590) TYPE "B" 28 EA JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS to d.UE PHiKf mwexi EA AND SPECIFICATIONS. 116 3 11. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS ' ff - LU 12. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF - i,'�. - - - _-_. a = - --- SEWER QUANTITY ESTIMATE WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. - a; 1 7 - - 2 ITEM QUANTITY UNIT 13. ALL FIRE HYDRANT BARRELS SHALL BE PAINTED CHROME YELLOW WITH TOPS & NOZZLE CAPS PAINTED GREEN - 8" SEWER 45 LF PER RIVERSIDE COUNTY FIRE DEPARTMENT APPROVAL. I _ ' 1,0 ------ ` S - -- I 4" SEWER LATERAL 861 LF WATER DISTRICT WATER CERTIFICATION i ^- _ 5 EA EASTERN MUNICIPAL MANHOLE (SB 56) - I SEE �+HG L T 19 _ TERMINUS MANHOLE (SB-58) 1 EA l CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 29595-5 IS IN ACCORDANCE WITH G •71 --- --- - _ A, LEROAD- CLEANOUT RESIDENTIAL (SB 52) 28 EA WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER NO. 3 SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH 7R4CT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT f t AT ANY SPECIFIC QUANTITIES, FLOW OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. - - - 9 I t . CRA T. : EASTERN MUNICIPAL ATER DISTRICT - - I f` WATER LEGEND - =------ ------------------- --_�1 8 I - - WATER MAIN CIVIL ENG/WEER OF SUBDIVISIONS DATE - 2 PROP. 8 P. 90 , CL 150 V. C r ! I - - EXIST WATER MAIN OR PROP. BY OTHERS E.M. W.D. SEWER NOTES ;�' 22 7 -- - - - \ \ i I _ .. - 6" FIRE HYDRANT ASS'Y (B-362) 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH E.M.W.D.S STANDARDS AND SPECIFICATIONS. WET SAVE-L (aK 4 x 2Yz 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). ` 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY DESIGNATED ON RESILIENT SEAT GATE VALVE FXH6 s .. PLANS, PER EMWD STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DWGS. SB-53, SB-56, SB-58 AND SB-61 AS S. �` - { II \,- �, _. �� _. _ .'. 24 i { ;+ � � � 1" AIR VACUUM & Al RELEASE APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. VALVE ASS Y -5 TYPE B CONTRACTOR -SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING , . __. i' - 5 I F -- (B 98) 5. PRIOR TO THE CONSTRUCT/ON OF SEWER, CONTR4 - ELEVATION AND LOCATION. t a-. .j, _ s SERVICE ( 5 ) TYPE B 6. SEWER LATER#L:3 SHALL BE CONSTRUCTED /N ACCORDANCE WITH EMWD STANDARD DRAWING SB-177. LOCATIONS OF WYES - 1 /8 WATER METER SERV! - AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLAN. 25 4 " X 5 B 90 TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4 DIAMETER V Z THE CONTRACTOR IS ADVISED ;HAT THE WORK ON THIS PROJECT MAY"INVQLVE WORKING IN CONFINED AIR SPACE. ' �+ 6 _ _ i --� 6" TEMP. BLOW OFF (B-568) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE ARTICLE 108, TITLE 8, CALIFORNIA M�1 CINTOSH COG/R ADMINISTRATIVE CODE. 8. ALL RESIDENTIAL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE W17N STD. DWG. SO-52. t SEE SHEET 2 BLUE REFLECTOR 9. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE y , ; A' O. PER EMWD SPECIFICATIONS ,Y �, 10. WHERE EXIS77NG GRADE GOES CUT TO FILL, USE SHORT JOINTS 2.5' MAX., 10' EACH SIDE, FOR VCP PIPE. USE FLEX i! ©28 COUPLINGS FOR PLASTIC PIPE. I ' SEWER LEGEND TO BE PER STD. DWG. SB-157 SB-158 AND SB-159. -: _-_ -_- -_ - -J. 11. ALL PIPE ZONE BEDDING & TRENCH B,4CKFlLL ARE , - -- -- 1 r r11 f 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE. - - - - - - - - -- EXIST AND/OR PROP SEWER EASTERN MUNICIPAL WATER DISTRICT SEWER CERTIFICATION - - - - - - q� - L PROP. 15 SEWER - � _ _- -- -.-�``-` ;i,, � , --'- _ - EXIST. A /OR PROP. MH ' ND PAP R ?? � .a; "I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 29495-5 /S /N ACCORDANCE WITH THE EASTERN NEW SEWER MAIN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY 5�I ' TO TREAT THE WASTES FROM THE PROPOSED TRACT" e f TWO LANE STREET AT 1NTERSEC770N SEWER MAIN WITH LATERALS EAST RN MUNICIPAL WATER DISTRICT I ` f j i # # a � i . CIVIL ENGINEER OF SUBDIVISIONS DATE O NEW MANHOLE ENGINEERS NOTE __ -.__.___m_� __�___�^ l N D E X MAP � ► � -� 6- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE cONDInONS DURING GENERAL NOTE.. AND REQUIREMENTS 150 0 150 300 450 NOTIFICATIONS THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 77-IIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE NOTE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 1. ALL MATERIALS, TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY � � � DAYS PRIOR CONTRACTORO COMMENCING CONSTRUCTION TWO ONWRKINGFOLLOWING LIABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR WITH THE REQUIREMENTS (�F RIVERSIDE COUNTY AND THE AMERICAN WATER �� + • UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WORKS ASSOCIATION (AWWA) STANDARDS. SCaIe 1 = 150 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 2. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY AND s• RIVERSIDE COUNTY ROAD DEPARTMENT OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY THE (AWWA) SPECIFICATIONS WILL BE CAUSE FOR REJECTION. TYPICAL BLUE REFLECTIVE CONSTRUCT/ON SECTION: (909) 955-6885 R MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS J. ALL MATERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE Lu � W PAVEMENT MARKER LOCATION EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPT. AND /S RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE 461. O Q--\ N.T.S. (909) 928-3777 EXT. 4830 THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTIL177ES AND SHALL REPORT ANY THE TELEPHONE. (USA) 1 (800) 227-2600 DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK V)� cl� c~i> UNDERGROUND SERVICE ALERT. (U.S.A.) 1-800-227-2600 R/w F U T U F E PROPOSED R/W LS EASEMENT R/�y 7'(n 6' R/W TIME L IMI TA TION 32 S6 5/ ALL OTHER AFFECTED AGENCIES THAT ARE NOT i 88 60, NUMBERS OF U.SA. THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. 64' IF IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED 6' 6' �'0 I 12' 32' 6' 6 4, 6, 120' 40 I 20 6' 4' 1' TYP. BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMIT TO EMWD FOR POSSIBLE CHANGES /N MASTER PLANED 2 3 4 p d LEVEL LINE p, 2 �'1 p LEVEL LINE 2 5 MIN. SIZING AND CHANGES /N SPECIE/CATIONS AND STANDARDS. 2q GRADED ,O' 2.Oq J 2% 2Z O i - SHOD'DE 1_ 7_ q O 0 1 P� r: ,� � 2•P� WI wl I A �I I I IJ JI I -�1� I; �I_�II- WATER 4 1oMAX. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Sul I �1 I 2 3 U ~� 2 �I ( W I I 1 2 COMMENCE UNTIL AN ENCROACHMENT AND/OR GRADING �I I I I 3 SEWER PERMIT HAS BEEN ISSUED COI ( O 3 p C�I I QI I CL TYPICAL SECTION LIJ DRY UTILITY TRENCH DRY UTILITY TRENCH TYPICAL L O T PRIVATE ENGINEER'S CERTIFICATION TO FIRE DEPARTMENT WATSON ROAD MAY BE LOCATED ON EITHER Wl/2 sW!/4 SSG. ff, T.Ss., R.31�I. (PUBLIC STREET) SIDE OF STREET R/W TYPICAL SECTION N. ZZN i CERTIFY THAT T'-'� DESIGN OF THIS WATER SYSTEM IS /N ACCORDANCE WITH THE REQUIREMENTS CG'UNTY OF RIVERSIDE STD. 102 �� PRESCRIBED BY TH RIVERSIDE COUNTY FIRE DEPARTMENT MACINTOSH COURT RED.APPLE ROAD, CRANBERRY ROAD N.T.S. kI,4TSON iev. ,/ R = 40t T.L=8.5 COUNTY OF RIVERSIDE STD. 104, SECTION 'A" N. S. CHAR/SSAP.E.LEACH, P. R.C.E. 53390 EXP. 6130107 DATE 2 G ? INDICATES R. VALUES ARE *r T I.=6.0 IMPLEMENTING FACILITIES PRELIMINARY AND WILL BE R = 35 CIVER 5T. ;''ER SOILS ENGINEER. * INDICATES R. VALUES ARE WATER.• PROP. 8" PIPELINE PER TR. 29495-1, 8" WATERLINE PER p PRELIMINARY AND WILL BE TR. 29495-3 �Y PER SOILS ENGINEER. SEWER: PROPOSED 15" SEWER PER TR. 29495-1 N ly Underground Service 14I61~t WATER/SEWER APPROVED BY: PRESSURE ZONE: 1627 BENCHMARK 9 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM FROM THE INTERSECTION GOUNrY tlFRIVER5/DE FIRE DEPARTMENT MONUMENT NOTE' OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE z 3 e�F 0 R E yo i ,QTP 6F WALTfI CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF PINACATE RV. Call: TOLL FREE - yv y7, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONMENTATION AND/OR BOREL RD. 8 FEET SOUTH OF A TELEPHONE RISER, A 3-1/4 INCH T 4 CIVIL ENGINEER OF SUBDIVISIONS DATE BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND IN THE 1//G/N/ MAP INITIAL DATE ' f �' � SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FEET EAST OF CURB FACE. 1 --800 A0P)ROWO BY.- APPROVED BY: MONUMENTAT/ON BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL N rs. PROJECT ENG. Can^ gI f b/O�jl ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD 227-2600 APPROVALS INSPECTION - DATE: Lo• I,'�`�' C _� OF SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND NA VD 88SlGNATIONEVMW0 DE . 1O 6 401.441 COORD. 37C-56 WTR. OPERATIONS 7 SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND COORD. 37D-60 TWO WORKING DAYS BEFORE YOU DIG SWR. OPERATIONS DATE: SURVEYOR'S ACT. I P 030132 AP04 A F114- DePAILT74SWr 544AN6 RECOMMENDED FOR SEAL COUNTY SEAL COUNTY OF RIVERSIDE BENCHMARK: SEE HEREON /�/ LD. U31, U32 TRANSP T ION DEPARTMENT PUNS p17EpgR£p By TRACT / Y o. 2 9 4 9 5 -5 APPROVAL eY: / � /L A. �� *E '� F HA A. OT AN C.E. 33950 D / zV4 y CO UNTY OF RIVERSIDE W.O. 3504 558 N o ►Z,I�>I l E N G / /1 S E E R S c.a i . 6M �' C a COMMENDED (WILLDAN) DATE Civil E • Surveying �� o _ NO 339 NO. 53390 y • �e SEWER & WATER TITLE AND INDEX THE Pf,'/DATE ENG/WEER S/GN/NG THESE PLANS /S RESPONSIBLE FOR * EXP. 6-30-07 yt 6820 Airport Drive, Riverside, CA 92504 COORD. SEE ABOVE o ASSURING TNEACCUR4CYAN0 ACOZPA91LIIY OF THE DES/GN HEREON. DATE: iZIol (0y * EXP. 06-30-� * PREPARE UNDER THE DIRECTI N F: Tel:(909) 688-0241 • Fox:(909) 688-0599 a IN THE EVENT OF O/SCREPAN61ES ARISING AFTER COUNTY APPROOAL OR CI VI DATE: 7 SHT. 1 OF 3 0 IJURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK REVISIONS APPR. DATE CHECKED BY: j�' C1yI1. ��. ` ,�wOF FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS L �CALVE CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 SCALE: AS NOTED BENCHMARK: SEE SHEET NO. 1 of 7 FOR: FIESTA FILE No. 5706 D d%" 7 FOR APPROVAZ BY INE COUN7Y. DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: C:- DATE: --A T l=,lP norm,•• /h\nRAW/N(;\AC4, SEWER WA TER IMPR 0 VEMEX PLA IVS E.M. W.D. WATER NOTES WATER QUANTITY ESTIMATE 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH E.M.W.D.'S STANDARDS AND ITEM QUANTITY UNIT SPECIFICATIONS. TRACT 2. PRIOR TO THE CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY IVO* 29 95&w5 8" P.V.C. WATER C-900, CL 150 2,081 LF ITS EXISTING ELEVATION AND LOCATION. EA J. ALL SERVICE CONNECTIONS SHALL BE 1- SERVICES X 5/8" METERS, UNLESS OTHERWISE NOTED; AND SHALL 8 X B" X 8" FLANGED TEE 5 BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICE - - 8" FXH RESILIENT SEAT GATE VALVE 4 EA ___ ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, TYPE B". - 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598. (TYPE B) - 8" FXH ADAPTOR 2 EA 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. WATSON ROAD 8" ELBOW, ANGLE 45' 1 EA 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. �- - __ - _ __ _ _ x - 0 6" FIRE HYDRANT ASSEMBLY (8-362) WET BARREL 6X4xZ%z 5 EA Z FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWGS. B-362, COLOR CODED GREEN. 8. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG B-568. ,' 6" TEMP. END BLOW-OFF (B-568) 2 EA 9. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 1" AIR VACUUM & AIR RELEASE VALVE (B-598) TYPE B" 3 EA 10. JOIN FITTINGS FOR PUSH ON POINTS AND SHALL BE OR GRAY MORTAR FITTINGS SHALL AND TARE FLANGED, BOLTED PER EMWD NSTANDARDS ® ` 15 ,4 1" WATER SERVICE & 5/8" METER (B-590) TYPE "B" 28 £A II NED ED AND SPECIFICATIONS (SEAL) ) I 16 Swre rRvem"q M (L 6 EA 11. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER - - ---- - - EMWD STANDARDS AND SPECIFICATIONS. "' -___ _ - _ SEWER QUANTITY ESTIMATE 12. JOINT RE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF ! - --- - - - - , WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. -'^' 12 __. _, .. ..- v,;_ � 7 ,, ,' - ITEM QUANTITY UNIT 13. ALL FIRE HYDRANT BARRELS SHALL BE PAINTED CHROME YELLOW WITH TOPS & NOZZLE CAPS PAINTED GREEN PER RIVERSIDE COUNTY FIRE DEPARTMENT APPROVAL 8" SEWER 1,045 LF I ,8 J 4" SEWER LATERAL 861 LF MANHOLE (SB 56) 5 EA EASTERN MUNICIPAL WATER DISTRICT WATER CERTIFICATION TERMINUS MANHOLE (SB-58) SEE SHEET 79 "/ CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 29595-5 IS IN ACCORDANCE WITH A/O. 13 A - I CLEANOUT-RESIDENTIAL (SB-52) 28 EA WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER 1 ' l v - SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. __ __- i i O 6"F 4a THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT iI AT ANY SPECIFIC QUANTITIES, FLOW OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. ; - , - - -f - - - T RN MUNICIPAL ATER DISTRICT { EASE WATER LEGEND �"1W ------------- -------------------- CIVIL ENGINEER OF SUBDiVlS10NS DATE 8 ? PROP. 8" P.V.C. C-900, CL-150 WATER MAIN ` ,l 2 , I { i ! - - - - -- - EXIST WATER MAIN OR PROP. BY OTHERS E.M. W.D. SEWER NOTES 22 7 6" FIRE HYDRANT ASS'Y (B-362) // \ 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE 1N ACCORDANCE WITH E.M.W.D.S STANDARDS AND SPECIFICATIONS. I I WET DMtREL bX4x2yi 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT)_ 2`)- 3. CONTRACTOR HAS THE OP770N TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY DESIGNATED ON 6 -, I ]XI RESILIENT SEAT GATE VALVE FXH PLANS, PER EMWD STANDARDS AND SPECIFICATIONS. ---- 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DWGS. SB-53, SB-56, SB-58 AND SB-61 AS �- .. 24 ( 1" AIR VACUUM & AIR RELEASE �'. APPLICABLE. SEWER MAINS MAY BE LAND THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. '/r - _ VALVE ASS Y 5 TYPE B 5. PRIOR TO THE CONSTRUCTION OF SEWER, CONTRACTOR .SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING -I' 'i `- , ELEVATION AND LOCATION. I�' - _._ _. _._•. _. " 6. SEWER LATEFa,L:3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH EMWD STANDARD DRAWING SB-177. LOCATIONS OF WYES "d 25 j II 1 X 5/8 WATER METER SERVICE (8-590) TYPE B AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS OTHERWISE SHOWN ON THE PLAN. ____. , 4 ' ! - Z THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN CONFINED AIR SPACE. & TEMP. BLOW OFF (6-568) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE" ARTICLE 1D8, TITLE 8, CALlFORNIA M14I CIIV TOSH C0�/R . _ _ . , ADMINISTRATIVE CODE. SEE SHEET -- _ t � � 8. ALL RESIDENTIAL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STD. DWG. SB-52. 3 I BLUE REFLECTOR 4 - - : i 9. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE I N 2 2 PER EMWD SPECIFICATIONS -- - I 2 I i 10. WHERE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS 2.5' MAX., 10' EACH SIDE, FOR VCP PIPE. USE FLEX Q28 ; E COUPLINGS FOR PLASTIC PIPE. SEWERLEGEND 11. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STD. DWG. SB-157, S6-158, AND SR-159. - 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE_ �- __ - ' ,� 1?_ �. _.. _ _ u`_- _. .. - ! j I - - - - - - EXIST. AND/OR PROP. SEWER r_. ` ;I I EASTERN MUNICIPAL WATER DISTRICT SEWER CERTIFICATION PRo� 15 s6WER -_ _ , , -- - - - - - EXIST. AND/OR PROP. MH PER R 2� I - -- - _- - CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 29495-5 IS IN ACCORDANCE WITH THE EASTERN PROP. 8" WATER } / NEW SEWER MAIN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY PER TR.21415-I TO TREAT THE WASTES FROM THE PROPOSED TRACT" EAST RN MUNICIPAL WATER DISTRICT i i TWO LANE STREET AT INTERSECRON SEWER MAIN WITH LATERALS I f € CIVIL ENGINEER OF SUBDIVISIONS DATE NEW MANHOLE ENGINEERS NOTE -®-- -- - -- -____� _ __..______ , ______ / N D E X M A P CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING GENERAL NOTES AND REQUIREMENTS 150 0 150 300 450 I + NOTIFICATIONS THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS, AND THAT THE NOTE. THE EN NOTIFY FOLLOWING CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 1. ALL MATERIALS, TESTING IiND INSPECTION OF PIPE SHALL BE /N CONFORMITY + UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER DAYS PRIOR TO COMMENCING CONSTRUCTION: LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WORKS ASSOCIATION (AWWA) STANDARDS. Scale 1 " = 150 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL177ES OR STRUCTURES SHOWN ON THESE PLANS ARE 2. FAILURE TO MEET ANY OF' THE REQUIREMENTS OF RIVERSIDE COUNTY AND e' RIVERSIDE COUNTY ROAD DEPARTMENT OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY THE (AWWA) SPECIFICATIONS WILL BE CAUSE FOR REJECTION. TYPICAL BLUE REFLECTIVE CONSTRUCTION SECTION: (909) 955-6885 MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS J. ALL MATERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE � W W PAVEMENT MARKER LOCATION EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPT. AND /S RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE 461. O C) N.T.S. (909) 928-3777 EXT. 4830 THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTILITIES AND SHALL REPORT ANY GENERAL TELEPHONE. (USA) 1 (800) 227-2600 DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. O W O CO-— R/ R/W F U T U F' E P R O P O S E D RAW LS EASEMENT R/w 7'� 6' Z W W UNDERGROUND SERVICE ALERT.• (U.S.A.) 1-800-227-2600 TIME L/MI TA TION 32 88, 5 6 5� ALL OTHER AFFECTED AGENCIES THAT ARE NOT THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. �'Q' ( 12' 64 32' 6' 6' 1 40' 1 NUMBERS OF U.S.A. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED 6 6 4 6 % 20 20' 6' 4' 1, TYR. BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMIT TO EMWD FOR POSSIBLE CHANGES IN MASTER PLANED ?'� 3 LEVEL LINE 2:1 2/ 1 GRADED ��' 2.0% �' 2 pq � 2� 0 LEVEL LlNE7 `t 5 MIN. SIZING AND CHANGES /N SPECIFICATIONS AND STANDARDS _-2�- SHOO DE 2� k� 1.79 79 // 2%Li 2J n � II T. o R `pX �I''' Lit I -1 I I I =1 I I_-1 11-' WATER JO'MAX A QI 1 2 I I� �I I 2 wl I CrI I NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT �I I �sl ( 3 U I I I ( 1 2 COMMENCE UNTIL AN ENCROACHMENT AND/OR GRADING Q cc 3 I I 3 SEWER _ PERMIT HAS BEEN ISSUED oI I Q_ p C)I I TYPICAL SECTION DRY UTILITY TRENCH DRY UTILITY TRENCH TYPICAL L O T PRIVATE ENGINEER'S CERTIFICATION TO FIRE DEPARTMENT WATSON ROAD MAY BE LOCATED ON EITHER WI/2 SWl/4 SFG. iJ, T.�s., R.3t�l. T. PUBLIC STREET SIDE OF STREET R/W TYPICAL SECTION N. s. I CERTIFY THAT T,"r' DESIGN OF THIS WATER SYSTEM IS 1N ACCORDANCE WITH THE REQUIREMENTS CG'UNTY OF RIVERSIDE STD. 102 V PRESCRIBED BY TH RIVERSIDE COUNTY FIRE DEPARTMENT. MACINTOSH COURT, RED.APPLE ROAD, CRANBERRY ROAD IkJATSON RFo N.T.S. R = 40* Tl.=&5 COUNTY OF RIVERSIDE STD. 104, SECTION ';4" Al G INDICATES R. VALUES ARE N.T.S. CHARISSA LEACH, P.E. R.C.E. 53390 EXP. 6/30107 DATE[ ,="RELIMINARY AND WILL BE R = 35*, T.I.=6.0 IMPLEMENTING FACILITIES GlD 5T ,"ER SOILS ENGINEER. PRELIMINARY AND* INDICATES R. LWILL BE UES ARE WR.T 29495�3 8" PIPELINE PER TR. 29495-1, 8" WATERLINE PER PER SOILS ENGINEER. SEWER. PROPOSED 15" SEWER PER TR. 29495-1 w WATER/SEWER APPROVED BY: BENCHMARK a 4 1 z Underground Service Alert RIVERSIDE COUNTY PRESSURE ZONE: 1627 z z 9 EASTERN MUNICIPAL WATER DISTRICT GOUNTYPFRIVERSIDE 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM FROM THE INTERSECTION 3 3 a 9 FIRE DEPARTMENT MONUMENT NOTE" OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE z 3 OEFORe yo i _0FAW, T 4C'WATFI CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF PINACATE RD. all: TOLL FREE y��7lo y CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONMENTA77ON AND/OR BOREL RD. 8 FEET SOUTH OF A TELEPHONE RISER, A 3-1/4 INCH 74 v CIVIL ENGIN ER OF SUBDIVISIONS DATE , �� � BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND IN THE Y/G/N/ M/�l' INITIAL DATE A,PROWD 6y. % APPROVED SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FEET EAST OF CURB FACE. N.T.5. - 800 PROJECT ENG. C�v� �/6�f'O ENGINEERMONUMENTAUTHORIZED TOEPRACTICENLANDRSURV EYING. AR OR A RCORNERED CIVIL RECORD 227-2600 APPROVALS INSPECTION - DATE: �:' /0-7-d y OF SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND MOD DESIGNATION: SD 6 1 COORD. 37C-56 WTR. OPERATIONS -- DATE: SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND NA VD 88 ELEV. 1401.44 COORD. 37D-60 TWO WORKING DAYS BEFORE YOU DIG SWR. OPERATIONS - SURVEYOR'S ACT -+ IP 030132 'IL7 cE DEPAJL LHAA/6 -O RECOMMENDED FOR SEAL COUNTY SEAL COUNTY OF RIVERSIDE BENCHMARK: SEE HEREON TRACT T NO 29495 --5 I D. U31, U32 1fESS/ Q�OFESs/(y� TRANSP T ION DEPARTMENT z�L , CO UNTY OF RIVERSIDE 1 APPROVAL ev: �j / 1" S.A_ 35 41 A. `�' ��� F� HA A. OT AN C.E. 33950 DATE ` y � W.O. 10-558 N _ ' I'Zlef (o4 ENG / /1PEERS C.0 6`0 0 COMMENDED (WILLDAN) DATE Civil Eng�eerk7g • SL"&ying • PAwy*�g )20 �o. ��o SEWER &. WATER TITLE AND INDEX �• 33950 �r EXP. 6-30-07 yt 6820 Airport Drive, Riverside, CA 92504 COORD. SEE ABOVE c THE RI GATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR iZtpl (DL1 * p�P. 06-30-06 * PREPARE UNDER THE DIRECTI N F: Tel:(909) 688-0241 • Fax:(909) 688-0599 ASSURING THE ACCURACY AND ACCEPSING Y OF THE DES A HEREON. DATE: DATE: 7 SHT. 1 OF 3 0 /N THE EVENT OF D/SCREPANC/ES ARISEN&AFTER COUNTY APPROVAAL OR CHECKED BY: �jy. C1VI� . `!J.J CIV14 �� DURING CONSTRUCTION, THE PRIYATE ENG/NEER SHALL BE RESPONSIBLE 4 FOR DETERM/N/N&AN ACCEPTABLE SOL UT/ON AND REVISING THE PLANS DATE BY MARK REVISIONS APPR. DATE '�I�' or CA�.�E FOR 00ROII BY NNE COUNTY CH�A J. A. 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INSTALL 611.06 . aoa ._ -I- ------ --i--- - -._ . - - - - - -- -- . 1 z OF-8":SEWER Q W o; U _ .. _..- �,.._ _ _ - - - . - - -- --- - - - - - -- --- - - - -- - - - -- - , -- -- -_. -,, - - - - _ _ _. ---- - _ - _ - - I - - - - . - _ - - - - - - _ -- ------ ------ --- -- ---- --- - r _ - - - - - -- - -=- -- -' _ -- - - - . _. - _ _ _ __ _ . _ _. - .- .. - --- -- - - __ . - -- --- --- _ - -- -.. - -.. --- - - ----- -- - -.. - - - -- . __. - - - PLAN SCALE. - _ ; . - - - _ i = s 1 40 PROFILE SCALE.- 9+00 1" = 4' 10+00 1 1 +00 12-+�00 \13N I+0 14+OCR 15+00 16+00 17+00 18+00 19+00 20+00 I /�i 1,_�1 1 1-/---/-j*11;� � =H I= T-:LI/Z . I L't // f AO 41 iI CIDER STREET SEE SHEET 4-TR. 29495- 1 CRANBERRY RD. SEE SHEET 3 /� I / / w 0'--1--20' �� _ _ / - � in 18 I // / 23 22 2 � 0' 30' � 2� P.E.=64.9 P.E.= 65.3 7 o m P.E.= 65.5 P.E.- 64.6 Z1 �6 l // t� 28 27 26 P.E.=62.6 24 P.E.= 63.3 P.E.= 65.6 P.E.= 65.3 - P.E.= 65.4 ENTERUNE INTERSECTION P.E.= 61.6 P.E.- 62.0 P.E.= 62.3 P.E.= 62.9 - ,, 17+33.80 MACINTOSH CT. STA 17+52.80 MACIN OSH CT. ZZ TA. 10+0.00 MACINTOSH COURT I/ / l v 0p i -PIL1-14S. /T�A. 18+26.50 I--2\ I\ TA. 17+48.43 CIDER STREET l I 9+87.00 APPLE RED RD. CTAq H.+NO.DO RED PLE ROAD ,n a N Z // l / STA 10+48.00 8" FLANGED '7" W/ ,m W STA 13+33.30 J FXH ADAPT. N + Q .m 10+06.00 MACINTOSH COURT / I l _ a� MACINTOSH COURT MACINTOSH COURT 16+15.30 MACINTOST CT. 8 RSGV (E)(S) 8" P.V.C. C-900, CL-15 °)' _U) •a EXIST. REMOVE 8 BF & STA 11+14.12 52' L * 18+07.62 CIDER STREET // / F H 8 P.V.C., C-900, CL-150 F.H. B 362 STA 14+33.18 18+13.48 CRANBERRY L 3• L JOIN 8" RSGV MACINTOSH COURT MACINTOSH COURT 8" HxHxF TEE 13' W/f , . " M.H. PER TR. 29495-1 / 00 r 3j82' PER TR. 29495-1 F M.H. NO. 2 13' W/F M.H. NO. 3 8" RSGV 1 `��_ 50• l C_ _ .< C 54.02. L 13.12' 51.88, 65.00' 65.00' 65,00' 65.00' 65.00' 55.00, �1�' ^ %>, �'" 53.00' 68.00' S8.8T L 9.14' L 17.06 / w / / - - �� / • / ---- - 4 - Nor L11 � -fC2 - _� ('. L L13 _ Ll5 / - » - - - , - - Lll - f- - - - - - - - - - - - I - L11 - ---- - - - - - - - - r / °' - 6 - +- L 1 7 o i" / jow 1. PROP. 8" WATERLINE // ' _ I ,1 yy' ,j159, o PER D-24897 2 RAD. PT r / L < C9 ( STA. 19+39.80 MACINTOSH CT. l 15 62 L 66.43' 73.00' 73.00' 73.00' 73.00' 73.00' 73.00' 104.98' r, 61.43' / /' PROP. 15" SEWER / i / p.E.=161.3 ARIES ER L 26.20 ! n� PER D-24897 ' 8" SEWER CENTERLINE INTERSECT/ON -''� J �1 Y 8" SEWER S .00, 14 'I STA 10+55.00 6 E/q STA. 16+28.30 MACINTOSITY CO 6 E/q L 469 L42.49 P E- 65.7 113-/ // MACINTOSH COURT - - - ' 1 V -- +`-' II ^ REMOVE EXIST. 8" PLUG 2 3 r P E. 62.;1� P.E.--J�62.8 P.E.663.1 P.E.763.5 P.E.863.9 "I N PER TR. 29495-1, P.E. 61.7 P.E.- 6.i. 0 l i---+ a INSTALL M.H. N0. 1 P.E.965.8 0 0 0 P.E.= 65.2 12 P.E.= 65.5 4) �f 17+33.80 MACINTOSH CT. P.E.= 65.4 If 0 30' 10+06.00 RED APPLE. RD J , J -I TOP 8" SWR= 1455.49 STA 19+39.80 MACINTOSH CT. J J �� w BOT 8" WTR= 1458.40 TERM. M.H. NO. 5 SB-58 CIDER STREET MACINTOSH COURT R SEE SHL E ROAD SEE SHEET 4-TR. 29495-1 LINE DATA TABLE CURVE DATA TABLE Under round Service Alert WATER/SEWER APPROVED BY: NUMBER DIRECTION DISTANCE NUMBER D= R=' L=' T=' 9 EASTERN MUNICIPAL WATER DISTRICT L113 N 14.2159" E 47.00' C1 14'1449" 280.00 69.62 34.99 11 L 114 N 14'2159" E 56.06' C2 14'14 49" 300.00 74.60 JZ49 6Ef O R F y , L 115 N 00'07'10" E 316.00' C3 14'14 49" 320.00 79.57 39.99 Call: TOLL FREE � j• a L 116 N 00'07'10" E 193.13' C4 90'Oli'00" 25.00 39.27 25.00 uP CIVIL ENGINEER OF SUBDIVISIONS DATE 40 0 40 80 120 L117 N 00'07'10" E 183.01' C5 90'00'00" 25.00 39.27 25.00 -Q00 INITIAL DATE C6 ,WO4 M" 25.00 39.30 25.03 Q PROJECT ENG. p C7 895527" 25.00 39.24 24.97 227-2600 C8 15'00'36" 110.00 28.82 14.49 APPROVALS INSPECTION `� Scale I" = 40' COORD• 37C-56 WTR. OPERATIONS �-- ""' C9 15'0038' 110.00 28.82 14.49 COORD. 37D-60 TWO WORKING DAYS BEFORE YOU DIG SWR. OPERATIONS - - C10 210'01'17" 3800 139.29 141.71 lP 030132 4 / zc' --mL RECOMMENDED FOR SEAL COUNTY SEAL COUNTY OF RIVERSIDE TRACT NO 2 9 4 9 5 -5 I D. U31, U32 APPROVAL TRANSPO TION DEPARTMENT PLANS PRODAPiD BY Q Ess/ oQ EJ.( P * _ /y/•y COUNTY OF RIVERSIDE S.A. 35/41 N WIZZ,,40" P, O I KH . OTH . 33950 DATE W.0. 10 558 n- �; ` m Z o f toy ENG / N E E R S SCHED ULE A C.O.J,6 0 D o - l�. 4--� ("v' - NO. o a OMMENDED LDAN) DATE Civil Engineering • Surveyk)g • Piarm*V SEWER & WATER PLAN AND PROFILE m THE PRIVATE ENG/NEER SIGNING THESE PLANS /S RESPONSI9E FOR NO' 3M50 * EXP. 6-30-07 * 6820 Airport Drive, Riverside, CA 92504 COORD.SEE A80VE b ASSURING THE ACCURACY AND ACCEPABIL17Y OF THE DES/ON HEREON. - DATE: IZjb1 tbLA * EXP• 06-30-06 * PREPARED UNDER THE DIRECTION OF: Tel:(909) 688-0241 • Fax:(909) 688-0599 MACINTOSH COURT /N THE EVENT OF D/SCREPANC/ES AR/SING AfTER COUNTY APPROVAL OR C1V1� /� DATE: SHT. 2 OF 3 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE CHECKED BY: C1V11. �!. �� d FOR DETERMINING.4N ACCEPTABLE SOLUTION AND REYIS/NG THE PLANS DATE BY MARK REVISIONS APPR. DATE '��' E OF W Z- - SCALD: AS NOTED BENCHMARK: SEE SHEET NO. 1 OF 7 FOR APPROVAL BY THE COUNTY p `` CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: C:- DATE: FOR: FIESTA FILE No. 5706 D c7 Y03r Rle name: U:\DRAWING\ASHB O -5\S 2 • `' 14 LF OF REETRAINED JOINTS I 1E0.06 LF OF RE NE JOINTS E /Sl RA EA �U I&IST. 110 L 017 1 Z8.9B U-- O RESTRONED JOINTS _ 41 ci RESTRAINED J r N na o r?Z L/Lto w _ CO E IS IN RA E A w� �, VrV �0 0 0 Q it 24 to cV fn —J OO II of ri 13: E LE) L/VE > P 0 0 D 8 S R 0 C. 8 P. .C. rr o C- 001 CL 15 0 U JID 1-990, CL 150 I - RAT 49 -3 (S 0.0)50 z w ¢ m w o m w w w CD Z O N O + Q 0 3 'x a Oo OD W U N m II O rn U + d 8' SWR cn C �; " Q n j T T 94 5- t~n _ Ii i PLAN SCALE.' LL 1" = 40' PROFILE SCALE: 15+00 1 M = 4' 16+00 17+00 18+00 10+00 1 1 +00 12+00 MA( INTOSH COURT SEE SHEET 2 MACINTOSH COURT SEE SHEET 2 00 � j d. 0o z > o ti1�� '8 � 0' 0' tQ P.E.=65.2 o to 0 1 6 1 5 + Z O 20 ^z 30 P.E.=65.3 I 17+52.80 MACINTOSH C .06.00 RED APPLE Z PROPOSED" SEWER o c� m P.E.=64.6 0 J 0 I M.H. N0. 4 8" SEWER „ Z It � 6' N/C CENTERLINE INTERSECTION I ��� 6' N/� (n O STA. 10+00.00 RED APPLE ROAD 95.03' 95.03' R/ ~ 101.44' STA. 17+46.80 MACINTOSH CT. - — — — — — — — — — — I— — — — — — — L9 I o 9t87.00 RED APPLE ROAD o I L12 =_ _ _ - — — — — — — — — — — ^ CENTERLINE INTERSECTION 17+33.80 MACINTOSH CT o 0 o - 8-X8" FLG. TEE o o cd STA. 18+26.50 CRANBERRY ROAD ____ N STA. 16+28.30 MACINTOSH CT. CG=1458.30 io _ L11. , +- — I 1 6 I I I r7 L8 — I 8" F X H ADAPTOR (N) p,E�4,9 I — i o 0 8" SEWER 16 17 F � 1� �� r7 � 12 - -I- L85 I- - - - - - - -11- - — - - - -) 0 0 I {- 171 01 �'Jr t 10+06.00 RED APPLE ROAD G6 96.98 Q _� � 17+33 80 MACINTOSH CT I .y 55 00' 67.00' 69.00' rNco o� I V TOP 8" SWR= 1455.49 p ' BOT 8 WTR= 1458.40 r i „�T .� 8' P.V.C., C OO,L CL-150 to O Q to 13 14 � -� �m= _ o QUW � 20 o°pi 2 Q z�` o I o v ~ 3 Q_ P.E.=64.6 I o$o m to a o r\`.Q 1 .� W a Q PROPOSED i RE.=65.3 v o ro o ^ p I �, Q Q m m d � �� � Q �� I Q�� 9 10 a e 8" P.V.C., C-900, CL-150 Q �- Z m 8' P.V.C., C-900, CL-150 'i 101.44' Ito P.E.=65.8 P.E.=66.1 Q W /� A w otq� O� L9 0 to i p ta � I 2 ti 13' S/j �c cn U c� 13' S I +ax k I °' O t°ri Q Q to h om omm WW ^ N m ^ O Q to O � LLJ W J L8 — i I tom ^ Q + + � ^ o � Lx 0 3 MACINTOSH COURT M W 8 ( k Q Q Q. D� ( ( 00 SEE SHEET 2 a n ' ^ ' �°c MACINTOSH COURT00 CRANBERRY ROAD SEE SHEET 2. Underground Service Alert WATER/SEWER APPROVED BY: RED APPLE ROAD g EASTERN MUNICIPAL WATER DISTRICT O�FORf Y Call: TOLL FREE U� • � - '� • CIVIL ENGINEER OF SUBDIVISIONS DATE 1 —800 INITIAL DATE 40 0 40 80 120 ((' v PROJECT ENG �/y�/t. 8 /b/oft 227-2600 APPROVALS INSPECTION Scale 1" = 40' COORD. 37C-56 WTR. OPERATIONS TWO WORKING DAYS BEFORE YOU DIG SWR. OPERATIONS — lP 030132 RECOMMENDED FOR SEAL COUNTY SEAL COUNTY OF RIVERSIDE TRACT No 29495 -5 ° U31, `2 TRANSP T N DEPARTMENT qµS per@ gy,• � APPROVAL �j E�/ P/P IW&*XA BY: ('' S.A. 35/41 tl. /L e�E�/ J"4 � KH A. OT AN .C.E. 33950 DATE t /: �`~ � COUNTY�' OF RIVERSIDE W.O. 10-558 N �� o\ o ENG / �/ E E R S SCHED ULE A 1 ( ✓� ' t V 0 a COMMENDED (WILLDAN) DATE I C"E ' • St1r••Ve S' C.O. fll 0,'jt o ,�, 53�0 � y� • ems, EWER & WATER PLAN AND PROFILE THE PR/V47E ENG/NEER S/GN/NG THESE PLANS /S RESPONS/BLE FOR NO. �r EXP. 6-30-07 * 6820 Airport Drive, Riverside, CA 92504 COOPD. AS ABOVE b ASSURING THE ACCURACY AND ACCEPAB/L/TY OF THE DES/GN HEREON. DATE: �Z * EXP. 06-50-06 * PREPARED U DER THE DIRECTI F: Tel:(909) 688-0241 • Fax:(909) 688-0599 CRAN�RRY ROAD /N THE Ev£NT OF D/SCREPANC/ES ARISING AFTER COUNTY APPRIOIiAL OR .9 C1Yyy, DATE: 7 o RED APPLE ROAD SHT 3 OF 3 0 DURING CONSTRUCTION, THE PRIVATE ENG/NEER SHALL BE RESPONS/BLE DATE BY MARK REVISIONS APPR. DATE CHECKED BY: ,j�' CIVIC. f. \Ey �� -_ FOR DETERAMN/NG AN ACCEPTABLE SOLUTION AN, REW/S/NG THE PLANS �( \F SCALE: AS NOTED BENCHMARK: SEE SHEET NO. 1 OF 3 FOR APPROI�AL BY THE COUNTY CHART SA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: I;- DATE: FOR: FIESTA FILE No. 5706 903 9 Hle name. U:\DRAW/NG\ASH 7dw5