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914-z 6/17/1998 Street Light Plans Diamond Rd i� a� MENIFEE ROAD �--- _ 14+ — — _15+ W4 Q_ ''e-.L1-.LA - o o- 3 EXIST. TYPE A-6 CURB, 16" GUTTERLO +q z ----------------------- —�� — T Z;7- 3 bI7+ba,o IDRIVEWAY . A Q 0 W NOTE TO BIDDER V) z BASE BID=ALL WORK C❑NTAINED WITHIN F N I F E E LAKES 11+61,0 A W FiRESTATION PROPERTY LINES, FIRE STATION SITE Q M ADD ALTERNATE BID N❑:1=ALL WORK w LOCATED ❑UTSIDE OF THE FIRESTATI❑N PROPERTY LINES: SCALE 1 " = 40 ' 77 DRIVEWAY i , 39' 39' 30' 28' 28' 1(I8 TO RIVERSIDE SITE LEGEND AND QUANTITIES 0i INSTALL 120 VOLT 135 WATT LPSV 22,500 LUMEN 3 EACH ti d o w PER RIVERSIDE COUNTY STD. NO. 1001 fY7 NEWPORT ROAD NO SCALE .. GENERAL NOTES TO TE ECULA TY MAP 1, ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS MENIFEE, CALIF. AND SPECIFICATI❑NS, COUNTY ❑RDINANCE NO, 461 AND SUBSEQUENT AMENDMENTS. 2, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S RIGHT-❑F-WAY, 3, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, THE CONTRACTOR DIG ALERT ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES, TWO WORKING BEFORE DAYS BEFORE YE J DIG YOU DIG TOLL F14EF 1-8-00-227-2600 PUBLIC SERVICE BY NDGROUND ERVICE ALERT STREET LIGHT PLAN s SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—�� "a A. J. TRICK CIVIL ENGINEER BENCHMARK; SHEET NO, WORK C❑NTAINED WITHIN THESE PLANS �" � SHALL NOT COMMENCE UNTIL—AN TR - TATIDEPARTMENT 774 W A S H I N G T ❑N AVENUE DIAMDND ENCROACHMENT PERMIT AND/OR A APPROVED BY. K - A GRADING PERMIT HAS BEEN ISSUED, 191 S A N J A C I N T❑, CALIF, 92583 M' 3721 PU � o 9 DATE ,� �. �. � _ MENIFEE LADES FIRE STATION . '❑� 1 -- --SHTS NINE GNANRANANI, ASSO IATE C.E. j p MENIFEE, CALIFORNIA The private engineer signNg these-Plans Is responsible for nssring the accuracy R.C.E. NO. 45720 EXP. DATE 12-31-98 E <�`� � C 9 0 9) 9 a J 8 0 5 7 anal acceptaldlity of the design hereon. In the event of discrepaneks arlshg after - MARf< BY DATE APPR: DATE /^{ - //�► _ , / / f CA1-�� _ W:❑: COUNTY county opprovnl or cow-trmctbn, the prNnte englneer shall 6e responsNole ►,,,) � C f�/4�9�/'�`� le"' 7 q�' P R E P A R E D Y s for d"eterv5kdng 0.n ae �h tlen nr�d revlsWp the plans for approval by - - 0 R,C:E, N❑: 19128 S C A L E i F❑R i the Enuhty. DATE E / ENGINEER REVISI❑NS C❑UNTY RECOMMENDED FILE N❑: .. a DATE « H: Vi A �\ ®� �— -- -- -- -- — — -- -- — -- — -- -- -- — — -- _ ___ GENERAL NOTES 1: TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED MARKERS PER CALTRANS TRAFFIC Q ------------------------------------------- `�___ p MANUAL, STANDARD PLANS AND SPECIFICATI❑NS, LATEST EDITION, --�_ N❑TEl ®..o � 2. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON 4' x 4" WOOD POST WITH ANCHOR BLOCKS ROAD I NEI CENTERLINE STRIPING EXISTS, �="� _��a'`�� UNLESS ❑THERWISE NOTED ON THE PLAN, EiIEEE THIS IS THE RESP❑NSIBILITY OF 1' ©fi�1 THE PREVIOUS DEVELOPERS FOR ` 3: ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECT❑RIZED, STENSILS F'❑R PAVEMENT 10 11 1 13 1 THIS PAVEMENT J�fTION. W 3 �=�',® ��\ MARKINGS SHALL MATCH COUNTY STENS'ILS EXACTLY„ _ N 0"21'37" E - --- _ 16 Mom" 4, ALL C❑NFLICTING STRIPES AND PAVEMENT MARKINGS SHALL, BE REMOVED BY SANDBLASTING, N` Z � C❑NFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL :BE REMOVED. ALL REMOVALS SHALL BE n- +' Q o THE RESP❑NSIBILITY OF THE DEVELOPER, 3 EXIST. TYPE A-6 CURB, 16" GUTTER ^__ 17 5: TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED ON TWO COATS: LO z —TT—T 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD: APPLY 01 1 rW f i � -�— ����� -- - • •• ` • �•�'`' M adTHERMOPLASTICE Z. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTIRANS STANDARD PLAN ]DETAILS. j ---- Zr 8: THE CONTRACTOR SHALL INSTALL SIGNING, STRIPING AND PAVEMENT MARKINGS IN ACCORDANCE WITH STRIP ' THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER, APPLY i M \ 'STOP' LEGENb P.6. AND EDISON.EASEMENT II Pp I � (I 34 DRIVE . A ' Q Oz Z � W •i' W MENIFEE LADES A ESTIMATED QUANTITIES FIRE STATION SITE Z M 0 N❑, DESCRIPTI❑N QUANTITY � • x X , W Q 1 APPLY 12" S❑LID WHITE-THERM❑PLASTIC- BY CONTRACTOR I EA. 2 APPLY 'STOP' LEGEND-THERMQPLASTIC-BY CONTRACTOR I EA, A 3 INSTALL STREET NAME SIGN PER RIV. CO. STD: NO, 816-BY CONTRACTOR 1 EA . A ri N' 4 INSTALL R1 STOP SIGN (30") ON STREET NAME SIGN-BY CONTRACTOR 1 EA. 3l 3 3 3I 5 INSTALL W31 SIGN AND TYPE N RED-BY CONTRACTOR I EA, 00 TO RIVERSIDE SITE DRIVE OD OD I Zi Z La CV O! Z� 00 L�7 Z rc - ae l i La m W 39 39' 'L 30' fU 4 m a W z NEWPORT ROAD : NO SCALE 28' 28' 30' 108' TO TEMECULA VICINITY MAP MENIFEE, CALIF. 5 SCALE 1 " = 40 ' NOTE TIC BIDDERS DIG' ALERT BASE BID=ALL WORK C❑NTAINED WITHIN FIREST,ATI❑N PROPERTY LINES. DIAL _ TWO W❑RKING ADD ALTER F E DAYS BEFORE O D LOCATED ❑IUTSIDE•L ❑H OF Y DIG DIG FIRESTATIQN PROPERTY LINES, TOLL FREE 1-000-227-2600 A P lLIC SERVICE BY UINDERGROUND_ SERVICE ALERT _ SEAL SEAL-EN IEER As J. FRICK - CIVIL-: ENGINEER BENCHMARK! SIGNING AND STRIPING PLAN SHEET NO. WORK, C❑NTAINED WITHIN THESE PLANS ��pFESs/p E o �COUNTY ❑F RIVERSIDE SHALL NOT COMMENCE UNTIL AN �� p A. 0 a'�l TR TATI I I TWNT � ENCR04CHMENT PERMIT AND/OR A �°'� �� ��' `� APPROVED BYl `��`®����� F� �g 774 W A S H I N G T 0 N AVENUE DIAMOND RO A i-zall GRADING PERMIT HAS BEEN ISSUED: Z n+ `- �' ��� m S A N .J A C I N T O, CALIF, 9 2 S 8 3 MS 372 P 7(O 9 3ao2 Tl; Zg 19128 MENIFEE LADES FI E STATIONUP 1 DATE (909) 925-8057 MENIFEE, CAL ORNIA ❑F---.-_-_SHT` ..The private engineer signing these plans Is responsible for assuring the accuracy elvi . 'VIL - and acceptab&lty of the design hereon. In the event of discrepancies arising after MARK BY DATE APPR, DATE county oval,or durYg corlstructlon,the prvate engineer shaU be re nslble f yle lnlr>0 an aceep#able solutbn and revising the plans for alprom by ®F CALF _ PREP D Yl R.C.E: N❑,� 19128 " SCALE R F❑Rl C1N. F W.O. COUNTY ENGINEER REVISI❑NS COUNTY RECOMMENDED DATE W FILE N❑: � / r z DATE - H�-------- Vl------- r ij MENIFEE- I AIKES FIRE - STATIO. N P. W .A T R INE ­, EMWD WATER NOTES NOTIFICATIONS LEGEND WATER PIPELINES AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH CONTRACTOR SHALaL N❑TIFY RIVERSIDE COUNTY ROAD DEPARTMENT EMWD STANDARDS AND SPECIFICATIONS, CONSTRUCTION SECTION AT RIVERSIDE (909)-275-16.885 AT LEAST _ PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER 48 HOURS 1N ADVANCE OF STARTING CONSTRUCTION, 1 6"X1l' STAINLESS STEEL SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION, TAPPING SLEEVE WITH ►2 FXF 1, AT LEAST 48 HOURS PRIOR TO COMM'ENCING C❑NS'TRUCTION, ���- RSGV BY EMWVD AI.R VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD, DWG, B-598,., CONTRACT❑ SHALL NOTIFY: AT DEVELOPERS EXPENSE TYPE "B`, A. EASTERN MUNICIPAL WATER DISTRICT 12" FXH ADAPTOR, 1." CORP. STOP; (909) 928-3777 EXT. 4830 ATTENTION, JIM WYATT WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE, B, UNDERGROUND SERVICE ALERT CUSA) I z8010) 227-2600 APPROVED REDUCED PRESSURE 'BACKFL❑W PREVENTION DEVICE (B-597) REQUIRED C, ALL PERMIT AGENCIES TEMP B,❑, PER FOR ALL INDUSTRIAL, COMMERCIAL AND APARTMEW COMPLEXES, D, ALL OTHER AFFECTED UTILITIES; STD, DWG, B-568 INSTALL LOCATOR WIRE OVER WATER MAIN PLO 'STD, DWG, B-656, 1, SO, CAL, GAS CO. AT RIVERSIDE (USA) 1 (800) 227-2.600 2. SO, CAL EDISON CO. (USA) 1 (800) 227-26.00 ALL P,V,C, PIPE THROUGH 12 INCH SHALL .BE TYPE C-900, CLASS 150, EXCEPT WHERE 3. FIELD CABLE VISION (USA) 1 (800) 227-2600 IH X H R.S,G.V, NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS„ 4„ INLAND CABLE 'VISION (USA) 1 (600) 227-2600 5. GENERAL TELEPHONE (USA) 1 (800) 2 27-2600 FITTINGS F❑IR P,V,.C, PIPE SHALL BE DUCTILE OR GRAY IRON, FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL J❑INTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. RS.GV ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME IQF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED' ON ALL MAIN LINE PIPE 1" AVXAR VALVE PE-R B-598 JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STD, DWG, B-663, FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG, B-517, COLOR CODED GREEN, D.C.ID•A, DOUBLE CHECK DETECTOR ASSEMBLY PER B-657 TEMPORARY BLOW—OFF ASSEMBLIES SHALL BE INSTAILLED IN ACCORDANCE WITH STD, DWG, B-568. 3 REDUCED PRESSURE BACKFLOW DEVICE PER B-597 - ; T_ IME LIMITATIONS WATERLINE THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION, IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD (REQUIRES DRAWINGS TO BE REVIEWED. BY THE DEVELOPER/DESIGN ENGINEER FOR POSSIBLiE CHANGES IN 777 MASTER PLANNED SIZING AND CHANGES IN- SPECIFICATIONS AND STANDARDS, ' ~ '-- --� SUPER PIKE HYDRANT 1�. loY e 4"X2 1./2"X2 1,/2" ' SIAMES CONN. BENCH MARK: ELEV. 142.5.152 w CLAPPER WTERN�L VALVET TER ±RIV. CO. B.M. M-1.4-63 IN THE T—INTERSECTION ROE ERP#5M) OF NEWPORT ROAD AND LINDENBERGER ROAD. A 1" I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL M,ON. 6" INWATt t POST IND ;E X MAP 4" SCH. 40 GALV. STEEL P, SCALE 1"=100" TO DEVVEELOOPPEER. GRADE . TO DEVELOPER. 6" wAh'ER CH CIC VALVE N1BCO 6" C-900 6" PVC fL-150 0900 _ to MVVAM I T-E BUILDIN&TO FROM MAINLINE . �— 19" #4D. H.J. VALVE 6X4 MJXFiL TEE 6"X1.5" FXPE DI aIlk 4. r rmw w 4 ,�,1)1,.� 1. ,r� t�� 24" 24" NOTE TO BIDDERS As Je CIVIL ENGINEER ` NO SCAUE � 'Et FRIC � � 91 �� DETAIL NO, 1 BASE :BID=ALL WORK CONTAINED WITHIN 774 WAS H IN GT❑N AVENUE * NO SCALE 70 7ENECULA VICINITY MAP FIRESTATION PROPERTY LINES, yr IVIL S,AN JACINT❑, CALIF,, 912588 OfCAV NIENIFEE, CALIF. ADD ALTERNATE BID NO.I=ALL WOW ~� C90�3) 925-8057 LOCATE(( OUTSI3E OF THE FIRESTATION PROPERTY LINES. WATER APPROVED BY: I.D. 31 P EP D R.C,E. NO, 19126 =' S STY DATE SF- _EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE SA, 41 W,❑, 98-258 r round Service Alert C ❑U N T Y ❑ F R I �/ E R S I D E SEF#L�ROFESS�p COUNTY 13F RIVERSIDE � I E LAKU Cts TOLL FREE Q o h,. oT"q� TAT ! II �IT st CAD:, 23-B-4:a D E P A R T M E T ❑ P HEALTH . er�� 'S��ti�, APPROVED BY: CIVIL ENGINEER OF SUBDIVISIONS DATE FIRE TAT( � Z ,,, Y z m INITIAL DATE ���� �� F 2 �� i, W T t �c No.33950 PROJECT ENGINEER f�g$ _ 422-4133 ESP.6-30-02 * DATE TITLE SHEET 9 /4 Z �� APPROVALS INSPECTION ❑R 227 - 2600 APPROVED BY: ► �,. civil- �r MARK BY DATE Ate, D�sTE F @�;- O WTR, OPERATIONS --- OF CALF RECOMMENDED DATE ROAD TWO WORDING DAYS BEF E YQ1J DIG ENGINEER RE-VISIONS CLAtNIITY DATE SWR. OPERATIONS D D =zo55 � 1 [531214 PU -7ro _ r. CURVE DATA IL R L T ry 1 0&054'17" 321 .00' 38.68' 19.37' w 2 06*54'17" 300.00' 36.15' 18.10' I z w J C.) � m U � � 0 o 00 O 06 Lo 06 00 00 m ± C PROPOSED CENTERLINE GRADE O N N d' N N rnN O (n (n 0 —i V) 0U) W EX. GROUND AT C.L. 4: 1 S.S. N w LLJ �^ Ln > o, S=0.0050 _ S=0.0047 (3 N (D r V O Q l C) cD� S` -� At + I—w 0 U� 1 + --_0 0 0 0> S� 13+03,25 1' A,V.xA.R, VALVE cfl N v� 209 00� m /� _ ._ PER B-598 N o C. C. OP 12" PVC C- 900 CL 150 - RESTRAINED ENTIRE -LENGTH 0 = � � SCALE: NOTE TO BIDDERS—, N LD U z • " z HORIZ.: 1 "=20' N = w � „ — BASE BID=ALL WORK CONTAINED WITHIN J 0- VERT.: 1 2 FIRESTATION PROPERTY LINES. v, wI � v D A u ADD ALTERNATE BID N❑.1=ALL WORK LOCATED ❑UTSIDE OF THE FIRESTATION PROPERTY LINES, AT 16' ACP 10+00 a 11+00 12+00 13+00 AT 36` W/❑ C.L. � PER D-9708 9 63,79 DIAMOND ROAD 16+66,75 MENIFEE RD. // SADD-LE OUTLET o EX. 30' EDISON EASEMEIV'1" 0 12+03 16 X12 „ 11 2 WATER METER PER STD. NO. B-344 TAPPING SLEEVE WITH 12 FXF WITH BACKFLOW PER B-597 RSGV BY EMWD ff AT DEVELOPERS EXPENSE 12" FX-H ADAPTOR, 1" CORP. STOP.. Ld - . _ . 1 + 0 /f c, o+ NIFEE RD _ 12 PVC C C ._150 N (R I OND RO AT 21 .�.. + ,ri w g w 27„ AD 1 p+ _ N'. w o + CAUTION: LIGHT POLE ��- N o W Q0 2°34_'27„W 2 + w 98.20'- Co L - v _ _ S89°28'44"E N + 11+00 . 2+ 0 - Ki AV,xA,R, VALVE PER B-598 EDISON w 13 0 N82°3 ,� r- N EASEMENT N 6" DOUBLE CHECK DETECTOR ASSEMBLY - -11 +88 + 11 A 4 27 w PER EMWD STD. N0. B-657 WATER ESTIMATED QUANTITIES U : . 6" RSGV 13+0 .25 13+03.25 NO. ITEM OF WORK QUANTITIES C7 LY 12' H X H R.S.G.V, TEMP B.O. PER 1' A.V. PER 8-598 sTD. DWG. B-s6s 1. CONNECT TO 16" MAIN (16"x12" TAP) 1 EACH 3 2. CONSTRUCT 12 PVC MAINLINE 341 L.F. � Z '�. -. :, , • • �' - ° 3. CONSTRUCT DOMESTIC WATER SYSTEM LUMP SUM Co FB ; 4. CONSTRUCT FIREFLOW SYSTEM LUMP SUM 5. TRAFFIC CONTROL LUMP SUM " 3 �' 61' FIRE HYDRANT �,+95 6. TRENCH RESURFACE IN MENIFEE ROAD LUMP SUM 'J' PER E.M.W.D. STD. 1" RSGV 4.5 AC/17 AB CL2 NO. B-517 1 IRR. INSTALL 1' RPP PER IRR. DWGS. " _ 7, 12 RSGV 1" DOMESTIC 8, SUPER FIRE HYDRANT ASSEMBLY 1 EA. 6" FIRELINE o NEW P.I. AND F.D.C. O 9, DCDA ASSEMBLY 1 EA, PER DE AIL NO. 1 z 10. 1" ARxAV VALVE ASSEMBLY 1 EA. r 11, 6" BLOW OFF ASSEMBLY 1 EA. 12, 2' WATER METER ASSEMBLY 1 EA. 36' 43, SCALE 1" = 20' DIAMOND ROAD N 04 111 BENCH MARK: ELEV. 1425.152 S TD ` •����EES SI p�y9 RIV. CO. B.M. M-14-63 IN THE T-INTERSECTION F OF NEWPORT ROAD AND LINDENBERGER ROAD. ata A 1 " I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. OF MIL CA ` WATER APPROVED BY= C TY I,D, 31 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE S.A. 41 W.D. 98-258 Under . round Service Ater- A, J. FRICK, CIVIL ENGINEER, SEAL 1 `(Y CLlll�{TY OF RIVERSIDE � C.O. M�ENIFEE LASES s 71 w� ` T TAT I Pl T1 I4T �i. s : FIRE STATION COO- RD. 23—B-40 Calls TOLL FREE 774 WASHING TEN AVENUE v � ®, ti APPROVED BY: CIVIL ENGINEER ❑F SUBDIVISIONS DATE 1-800 SAN JACINTO, CALIF ,, 92583 �/1 7 MS 37211Pu 7� SHT, 2 OF 2 zt INITIAL DATE 422-4133 N0- 33950 !� -� ?• 4 <909) 925-8057 EXP 6.-30-02 \Q DATE PROJECT ENGINEER �5 /g � WATER ! E 914 Z �� 7 — 2 6 0 0 MARK BY DATE APPR, DATE cow APPROVALS P R O V A L S INSPECTION PREP ED R,C,E, NO, 19128 , �ova�- �� DIAMOND ROAD F �4o WTR, OPERATIONS —•---- ------- TWO W�RKIt+� DAYS BEFORE YOU DIG ENGINEER REVISIONS COUNTY 9 _ DATE �'' '' �F CA(- RECOMMENDE— DATE D -20552- 0 SWR, OPERATIONS ----• z Ld v A L3 W H ENGINEERS NOTES GENERAL NOTES z = 0 CL o a 1 RESPONSIBILITY❑ REES F❑R JOB SITE ITE CONDITIONS DURING THE COURSE ❑F 1 CONTRACTOR T❑ APPLY T❑ THE RIVERSIDE COUNTY TI a� �HE SHALL ASSUME SOLE AND COMPLETE TY TRANSPORTATION w CONSTRUCTION, INCLUDING AFETY OF ALL PERSONS AND PROPERTIES, DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT a 0 0 THIS REQUIREMENT SHALL PPLY CONTINUOUSLY AND SHALL NOT BE FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, EXISTING 30, Q 39' w w 39' LIMITED TO NORMAL WORKI G HOURS, THE CONTRACTOR SHALL DEFEND, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESP❑N'SIBLE EDISON EASEMENT INDEMNIFY AND HOLD HARMLESS THE ENGINEER AND OWNER FROM ANY FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL 28' 11' AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS ARILS PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING . FOR LIABILITY PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED, 8' 6' F I R E ST A T I E N SITE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER, 1' TO 26' 6' 4" PCC SIDEWALK 2, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR THE CLEARING OF 2, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND THE PROPOSED WORK AREA AND RELOCATION COTS [IFL - �� 2�- � � ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF L❑CAT ON AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS CONSTRUCTION SCHEDULE AT LEAST 48 HOURS ORIOR TO OR PROCEEDING WITH THE IMPROVEMENTS THEREON, AGREES T❑. BEGINNING OF C❑NSTRUCTION. PHONE: (909) 275-6790. FILL 0,4.2 AC / 1,151 AB Cl 2- FILL FILL ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY Ex. N,G, DAMAGES RESULTING FROM THE EXISTENCE OF ANY UNDERGROUND 3, THE DEVELOPER WILL INSTALL STREET NAME SIGNS CQNFLRMING TO UTILITIES OR STRUCTURES..N❑T REPORTED OR INDICATED ON COUNTY STANDARD NO. 816, PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH THE Ex. N.G. REPORTED OR RECORDED L❑CATIONS, THE CONTRACTOR IS REQUIRED 4, ALL WORK SHALL CONFORM TO THE REQUIREMENTS 12F THE VIVERSIDE TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES COUNTY TRANSP❑RTION DEPARTMENT IMPROVEMENT STANDARDS AND OR STRUCTURES SHOWN, AND ANY OTHERS FOUND AT THE SITE, SPECIFICATIONS, "LATEST EDITION', COUNTY ORDINANCE NO, 461 AND TT p IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SUBSEQUENT AMENDMENTS. DIAMOND ROAD OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE! SCALE V = 10' STARTING WORK, 5, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY T.I. = 7,5' THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS PRELIM, R VALUE=20 3, THE ENGINEER PREPORING THESE PLANS WILL NOT BE RESPONSIBLE REQUIRED BY RIVERSIDE COUNTY ORMNANCE NO, 461, r FOR, NOT LIABLE FPR, UNAUTHORIZED CHANCES TO OR USES OF EXISTING M❑NUMENTATION SHALL BE PROTECTED OR REPLACED AT w THESE PLANS, ALL CHANGES TO THESE PLANS MUST BE IN WRITING CONTRACTOR'S EXPENSE, AND MUST BE APPROVED BY THE PREPARE-P OF THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 6, ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE w OF ANY DESCREPANCIES BETWEEN THESE FLANS AND FIELD PRIOR TO PAVING THE STREET, INCLUDING BUT NOT LIMITED TO THE CONDITIONS FOR THEIR RESOLUTION PRIOR TO CONSTRUCTION, FOLLOWING; SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. z 4, QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES 7, CURB DEPR.ESSI❑NS AND DRIVEWAY APPROACHES WILL BE INSTALLED w ONLY. CONTRACTORS SHALL BE RESP❑NSIBLE FOR VERIFYING ALL AND CONSTRUCTED ACCORDING TO STANDARD NO, 207, AS DIRECTED QUANTITES PRIOR TO BIDDING FOR CONSTRUCTION, IN THE FIELD. A Z EXISTING 3;0' ¢ 39' 39' 8, ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL S❑IL TESTS EDIS❑N EASEMENT 11' 28' 28' 11' SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION (REQUIREMENTS, USE STANDARD NO, 401 IF EXPANSIVE (ALT. "A") 6' E I R E S T A T I❑N SITE SOILS ARE ENCOUNTERED, ` 4" PCC SIDEWALK 9, ASPHALT EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS I 2 z% TI-#�AN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT 2% 2X --+ - - SURFACING AND SHALL BE APP-LIED AT A DATE OF 0,05 GALLON 0.42' AC / L25' AB CL8 PER SQUARE YARD, ASPHALTIC EMULSION SHALL CONFORM TO Ex. N G T _ TT1 IT FILL SECTIONS 37, 39, AND OF THE STATE STANDARD SPECIFICATIONS, . TITIT EX. N.G. N0, ITEM QUANTITIES 10. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 460,53, (MODEST❑ ASH, LIQUID AMBER, OLIVE),1, CLEAR AND GRUB LUMP SUM 2, ROADWAY EXCAVATION 200 CY DIAMOND nD (FUl7LjPsa--) 3, COMPACTED FILL 100 CY 11, STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE SCALE 1" = 10' 4, 1,00' APPROVED LIGHTING PLAN, CONSTRUCT AC PAVING 393 SF T.I. = 7.5' CONSTRUCT AC PAVING 0-42' 10691 SF 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER PRELIM. R VALUE=20 CONSTRUCT AGG, BASE, CL 2 1.7-5' 10691 SF IS RESPONSIBLE FOR ROAD I �PROVENE-NTS TO CENTERLINE, AS A CONSTRUCT CR❑SiS-GUTTERS AND SPANDREL, STD. NO. 209 3 EA MINIMUM, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVENtNT, $, CONSTRUCT HANDICAP RAMP, STD, NO, 403 6 EA INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 9, CONSTRUCT TYPE' A-6 CURB, STD, NO, 200 59 LF STRUCTURAL STANDARDS FUR THE CURRENT ASSIGNED TRAFFIC INDEX, 0 REMOVAL OF AC PAVING 393 SF 1, SAWCUT OR TRIM' PAVEMENT 137 LF 13, ONLY LANDSCAPING CTING OF GRASS AND PARKWAY TREES MAY 2 REMOVE CURB AND GUTTER 132 LF BE INSTALLED WITHIN PAWWAYS ON LOCAL RESIDENTIAL STREETS CONSTRUCT SIDEM/ALK, STD, NO. 401 1650 SF WITHOUT SEPARATE LARDSCAPE PLANS, ALL OTHER, TYPES OF 4 CONSTRUCT BARRIICADE, STD. NO, 810 1 EACH LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE 15 REMOVE PLANTS AND SHRUBS LUMP SUM LANDSCAPE PLANS, ALL LANDSCAPING ENCROACHMENTS SHALL 16 RELOCATE IRRIGATION SYSTEMS LUMP SUM CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE 17 CONSTRUCT TWIN DRAIN STRUCTURE, STD, 309 M❑D, 12 LF ADMINISTRTATION OF LANDSCAPE ENCROACHMENTS", 1�v, c_ w= Z¢' S-l-,� Leo_ .2�'Z �c�. DATED JUNE 1990. EST MATED, TITIE + CMTRIXTRIN NOTESo ALT. A,Ouluale-) � - - �mnraean�nan aa� NO, IT QUANTITIES CONSTRUCT AC PAVING 2140 SF 61 CONSTRUCT AGG, BASE, CL 2 2140 SF 9, CONSTRUCT TYPE A-6 CURB, STD, NO, 200 196E TO RIVERSIDE , I T J A BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE CENTERLINE OF A 7%1- MENIFEE ROAD, BEING NQO°21137"E, AS SHOWN N-0- TE TO BIRAZO- Y u� W AND MO ENTED BY PARCEL MAP NO. 21836, a cu Uj ^ w PER PM 146/1-2i6. BASE BID=ALL WORK CONTAP4ED WITHIN z z FIRESTATIEN PROPERTY LINES, HL NEWP❑RT ROAD ADD ALTERNATE BID f41],1=AL,L WORK LOCATED OUTSIDE VF TtlE FIRESTATI❑N P P J T- Y LINES, NO SCALE DIG ALtt< TWO WORKING TO TEWIECULA KFMEDAYS BEFORE VICINITY MAC' ym YUU DIG Dm , MENIFEE, CALIF. BENCH MARK: ELEV. 14-25.152 RIV. CO. B.M. M-14-63 IN THE T-INTERSECTION TOLL FREE 1-800-227-2600 OF NEWPORT ROAD AND LINDENBERGER ROAD. PUBLIC SERVICE BY A 1" I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. D ERV I E._ -AL T -r - - - - - SEAL SEAL ENGINEER „ RIVERSIDE BENCHMARK, T p.., T ® 1-IEET t ❑, COUNTY Of /� pT �/ �+ T ��l1 ��11 STREET IMP L1V 7 1 ' WORK C❑NTAI .: N THESE PLANS 2 6 l oc5 csM ! /�D L� K o G K aoFEss�Q , f`l, J, FRIC CIVIL E1�!'GINEE� T UNTIL A woe A. O , TAT �Tl �lfi .w SHALL NO COME f` Q �O T � w � SEE ABOVE ENCROACHMENT PE T AND/OR A APPROVED BYl , k. , ; '``'� 774 W A S H I N G T❑N AVENUE 1 � E ��� AND �� s y, -.� GRADING PERMIT Hl S BEEN ISSUED, y j`� � „ _ S A N J A C I N ❑, C A L I E,, 92583 2 7 2 . r, r zm , N06 Cl .33950 � 7 7�/. � 7 * M S 3721 EXP.6-30-02 :�'` ` p� �� DATE - - -- --SHT t (909) 925-8057 pHyats t p for ass"the a« y � � � � s I M�EE LAKES FIB TAA TIDR .anal a .p '�d z=M the ev*nt of dscrepakdas-arlskp after MA. :K F �Q.., f ., .< ° �. `, the "au engineer shall be responsible BY DATE APPR DATE i- �F CA1-� ��$ � W.❑. COUNTY' for a on ooceptable�and revising the plans for approval by �X' P RED BY R,C,E NO. 19128 SCALE: F❑� - the county. DATE y- a'► 14ENIFEE L.�S FIRE STATION FILE NO � ENGINEER REV-ISI❑�JS• COUNTY RECOMMENDED 9 I �' _" z - DATE _ ;. . r° METE TO BIDDER COUTMETWIN MTES BASE BID=ALL WDW C❑NTAINED WITHIN FTRESTATI❑N PR❑PERTY LINES. 4, CONSTRUCT AC PAVING 1,00' ADD ALTERNATE BID N❑.1=ALL W13RK 6, CONSTRUCT AGG, BASE, CL 2 1,25' LOCATED ❑UTSIDE ❑F THE CONSTRUCT CROSS-GUTTERS AND SPANGREL, STD, NO, 209 FIRESTATION PROPERTY LINES. CONSTRUCT HANDICAP RAMP, STD, NO, 403 0 REMOVAL OF AC PAVING 11 SAWCUT OR TRIM PAVEMENT 2 REMOVE CURB AND GUTTER 3 CONSTRUCT SIDEWALK, STD, NO. 401 15 REMOVE PLANTS AND SHRUBS 16 RELOCATE IRRIGATI❑N SYSTEMS 17 CONSTRUCT TWIN DRAIN STRUCTURE, STD, 309 MOD. CURVE DATA 0 R L T 0' 20' 40' 60' 80, 1 98°35'24" 35.00' 60.23' 40.68' SCALE 1"=20' 2 87°52'33$1 35.00' 53.68 33.72' " = U 03°35'24" 1200.00' 75.19' 37.61 ' SCALE 1 20' 9 02°52'33" 1200.00' 60.23' 30.12' P� O 09*11 '23" 1200.00' 192.47' 96.44' o`� 0 Ln LANDSCAPING PER APPROVED LANDSCAPE AND 3 0 11 p I� IRRIGATI❑N PLANS APPROVED WITH TR. 25268 �— O�.' + ON 6-23-97, O J 0MENIFEE ROAD Or � FILE N❑. 909/CC. o W N pxp o v 1"IP, RCE 14232, DN. 6" � oN' c o � 3 v a N 0 21 37 E PER PM 146 1 -26 m 10 z v w Z 1"IP, RCE 14232, FLUSH - QZ Q — U C� N J_ L H — m �m 9 ��z 15 REMOVE SHRUBS AND PLANTS AS NEC.EXIST. TYPE A-6 CURB, 16" GUTTER o �1 16 MODIFY IRR. SYSTEM AS NEC.xO �.N0 , (o N U' + UU o d- • CG �'� GG3 1. SAWCUT PAVEMENT0 REMOVE 3' OF Q•4Q 2 REMOVE EX. CURBV , -- -- -- - _ C- (SEE SE TION AT _:1--,- TER i LAYOUT, STD. NO. 209 - -- - -- -- N 7"E 65.17 -- -- __ _ so --__ `Lq' °�� 4. REPLACE PAVING WITH 127AC. -- i EX. IRR. LINE - I� VAR. 0°' �' - Q .4Q.0 O� O 6„ 6„ 6„ SECTION (0"' TO 6") �� —� Q.40% �o 1 14" 1 (SEE GRADING PLAN) `L TYPICAL P 0� ` : ``� G `L 1 4 VID IN GH m�� Q TOE 5' ,� 'h sue° `b " iG GF TOP OF BANK 5 38 i J6:: I �� 6, 0���� N Q 4�%. �, TWIN RAINS (SEE - G� PLAN) _ °�' • \� SEE STD N0. 309 MODIFIED �' ti0 135' 51 0 04 �, 8 NEWPORT ROAD 2 z SECTION C �`� 10 2. CFs 36 NO SCALE F� j LO 9. 8... -_ : . ` 1 p4E DlG ALERT 39, 39, 1 DIAL TWO W❑RKING ��' • FORE DAYS BEFORE BENCH MARK: ELEV. 1425.152 NOTE : YOU DIG RIV. CO. B.M. M-14-63 IN THE T-INTERSECTIONYOU DIDDIAMOND ROAD OF NEWPORT ROAD AND LINDENBERGER ROAD. ALL SPANDRELS AND CROSSGUTTERS ARE TO BE 12 INCHES THICK, A 1 I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. 4000 PSI CONC. AT 28 DAYS, AND SHALL HAVE N0. 4 T❑L FREE 1-800-227-2600 - REBARS AT 12 INCHES ON CENTER, AT MID-SLAB. A PUBLIC SERVICE BY MENIFEE ROAD, U-N R❑UND . RVIOE ALERT SEAL- Y COUNTY ❑F RIVERSIDE SEAL-ENGINEER BENCHMARKI SHEET N❑. 1 A, J, FRICK CIVILENGINEER W❑RK C❑NTAIh ....WITHIN THESE _PLANS t �g �� Comm ` �J� r_ s+a�- �,oT ��}FESS1, ;e,, HALL NOT - P�NCE UNTIL AN = _ �� C-L oQ p, �,:' . TRIM ` TATH ! � 'T T 0v& STREET IMPROVEMENT s ❑ 4 - � � � �, o o�. PLAN ENCR❑ACh+MEIT PERMIT AND/OR A ' ��`' y � APPR❑VEIL BYI 774 W A S H I N G T❑N AVENUE SEE ABOVE GRADING PE . IT HAS BEEN ISSUED. W � + 400a s C. v�c.rel-e Go �Q- 7 h� emao� Ex. �b s� w 2 WY z SAN JACINT❑, CALIF .) 92583 MENIFEE �= No. 33950 � ROAD t * EXP.6- 7/7 30-UZ3 DATE / I'�( Y/'�� `/ OF---- -SHTS The prNn err�kieer slgnWip lens Is a•espoaW6le_.fax•nssirYp tiie accuracy ��.9 C j V �- ..; C 9 0 9) 9 2 5—8 0 5 7 V 7`1 f P V (o 9 and nEce�'I`ealallly of t#e deslpn In the event of alserrpale5 or Islrp nftn �F Old 'd C I ,.rr ceurrky or durinp ccxestr the prlvnte axigYteer shall loe responsibleF1E BY DATE APPR. DATE O 1F C fortennuecep#aJoke sduilciFi and rcvf�np the plans fax•npPr�cvnl by - ,F eA�- p. .:: [ PREP B �_. R.C.E. N❑. 19125 SCALE, F�'RI MEMIFEE W.O. COUNTY the county. ENGINEER REVISI❑NS COUNTY RECOMMENDED DATE � -4� � � .. "_ , FIRE STATION FILE: N❑. DATE - H:_ - VI_ 914 alF Z 1 20 ' CURB RETURN d=98°35:24'R=35.00 O , 0 T=40.6 8, w L=60.23 _ o Ln � z Nr o m w co CN (D (D (00 00 0 � '`ern o aN aN aN 0 ± � cd N 0 Wit' � N � � NOTE TOBIDDER U N � � 0 UU � WIC- N E- T BASE BID=ALL WORK C❑NTAINED WITHIN (-0.40%) w m 0.50% 0.50% FIRESTATI❑N PROPERTY LINES �FE ._ LN.G. AT R W O 4: 1 S.S. ADD ALTERNATE BID NO,1=ALL W❑RK TOP XISTING CURB TOP OF PROPOSED CU B / LOCATED ❑UTSIDE OF THE w FIRESTATI❑N PROPERTY LINES, LL - w 10' GUTTER, 12' THIC C 5 0' VC Ln w ww LL_ ww 0 c o 1-00 00 Ln 00 � �- °° w 0y o orn 00 rn o N c� o 00 m + o 0o N N°N° N N ci m c0i M PR POSED CENTERLINE GRADE + r- � (U N + cncn o J U)� ++ 0 CD + v' + w. LPL 0.50% LL w � LL �-w � L� o L'- � �. CONSTRUCTION NOTE 4 °, ::• O CONSTRUCT AC PAVING 0,42' Of 4: 1 S.S. C❑NSTIq CT AGG, BASE, CL 2 1,25' CUNST4aT CROSS-GUTTERS AND SPANDREL, STD. N❑. 209 N.G. AT C.L. g, CONSTRUCT HANDICAP RAMP, STD, NO, 403 R=35.00: N 9. CONSTRUCT TYPE A-6 CURB, STD, NO, 200 r� T=33.72 Lo d- z 3 CONSTRUCT SIDEWALK, STD, NO. 401 o L=53.68' c0 00 o w 14 CONSTRUCT BARRICADE, STD, NO, 810 N N O aNU a 0 . or) coo O (0O N + M + o N n�� o0 . N NN r-0 0) r NN + � 0' ck� ch U ~ N ~ w� � wm m w 0.50% mF_ 0.50% FLOW LINE 0.93% 0.50 '0 F PROPOSED CURB 0. 0% �_�TOP TOP OF PROPOSED CURB9/4 4-4 OF EXISTING CURB TOP OF PROPOSED CURB N.G. AT R/W 4: 1 S.S. 10 11 12 - DIAMOND ROAD EAR 1�� SCALE : H OR I Z . : 1 " = 20 ' ° " - _ �Rq ss.45 �o V E R T. . 1 4 D) N/3°S9, o \P NOTE : �5 2� �g0 og� 6 0 ° „ , ALL SPANDRELS AND CROSSGUTTERS ARE TO BE 12 INCHES THICK 65 9 S89 28 44 E 230.36 � AND SHALL HAVE NO. 4 REBARS � �'I��G ? G� • •• .• Q 4000 PSI CONC. AT 28 DAYS, �G �6 EACH WAY AT 12 INCHES ON CENTER, AT MID-SLAB. G� o , 12.17 1 - o 7 EX. 30' EDISON ASEMENT o S89 28 44 E 166.79 �MPR CURVE DATA LLJ1ok N -- -- -- - -- -- - 0 Oq 2$ 9512ko�' = 0 R L T 16+90.26 M F 8 98°35'24" 35.00' 60.23' 40.68' 10+00 pl ENIFEE 10, 006 1 2 PAYLINE: Q=O CFS 1 RD. (RqD) MOND RO N n o ALT A 87°52'33" 35.00' 53.68' 33.72' +oii-�,� -�, 2 34 2 D - N' 2°34'2 7"w N r 6 ,Q , 5 29.33 FL 2$$ 98.20'- m v cn n 9 83°00'00" 20.00' 28.97' 17.69' ��. _ LL - � _ 00 S89°28'44"E 166.90' 30- 2g + N EXI TING - ` rn 163.65' 1 C° EDI ON n 0' + o - L�- 90°00'00" 20.00' 31 .42' 20.00' N Liu N EA EMENT 4 28 74 $ U 0 C) N 3 6, Q=0 CFS 9, `N`PROUE. 5 06*54'17" 339.00' 40.85' 20.45' O• 'z>7 c3s,c 2 0 •S 3p,1 6 06°54'17" 300.00' 36.15' 18.10' . C , BCR 16+30 �- __ FS 06 54 17 261 .00 31 .45 15.75 (RAD ° •03 (TC 29 - •.- rLF' C. 2 -- W S89°28'44"E 0.42 -.,._ 167.01 ' � • • . SCALE 1 " = 20' ° , 11 `L� 3 C > g 03 35 24 1200.00 75.19 37.61 _BCR � 3 27'00��w _ _16+30_03 . . �`L(°`L ° �°�• $ 4 o G GF `t g 02°52'33" 1200.00' 60.23' 30.12' 1 O U �G ,`�, �G ❑' 20' 40' 60' 80DIG AL ERT ' ARJ ° N SCALE 10=20' 10 09-11'23" 1200.00' 192.47' 96.44' 0 D O DID TWO W❑RKING 15°39'20" 1200.00' 327.89' 164.97' d- . � _ z BE DAYS BEFORE . . 1 1 Y DIC YOU DIG 12 ND ROAD 06*54'17" 272.00' 32.78' 16.41 ' TOLL,, FREE 1-800-227-2600 S TD . N 0 . Ill RIV. CO. B.M. M-14-63 IN THE T-INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD, A PUBLIC SERVICE BY A 1 " I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. UNDE DU ERVICE ALERT 1 ._ SEAL- Y SEAL-EN EER SHEET NO, N THESE PLANS - 6-1-00 oMIT A -r "AY a DIQMatv'0 G FESS� COUNTY ❑F RIVERSIDE fES �. J. FRI CIVIL EN GINEER WORK C❑NTAIIk WITHIQuo ��, ry j BENCH MARK: ELEV. 1425.152 SHALL NOT COMMENCE UNTIL AN �o p• 0T �'<� T - TATION P fiI NTSTREET IMPROVEMENT PLAN AN ENI R❑ACHMENT PERMIT AND/❑ A Q ti ti � '� �, 7 7 4 W A S H I N G T❑N A V E N U E ���, a APPROVED BYi SEE ABOVE! GRADING PERMIT HAS BEEN ISSUED, r z �, r A SAN JACINTCI, CALIE�, 9258DIAMOND , ROAU e No. 33950 T � "'' *� EXP.6-30-02 DATE (909) 925-8057MS ' `) /J�j�]y'� ❑F__t _SHTS .The private a eer slgri,p these pla„s Is respo„s�le far ossurhg the nccuraey 9�, C i V, ��. ::i V i,,. 3721 p v I G and acceptat+x"ji'af tt,e ees�„ hereon m the eve„t of �screpnn ar�rq aftar MARK BY DATE APPR DATE caw+ty ovnl or during cohstructlan, the prNnte engineer shall tier e W.O. COUNTY �d�prr espo�bl �oF CAUE� � � ��� P � E Yi �� R.C.E. N❑, 19128 F❑�, teri�„Ing an acceptable salutbn and rcvlsMg the plor�s fa^opp^oval by � SCALEi tk,e county, ENGINEER REVISIONS COUNTY 1 RECOMMENDED ,_ , r- a. MENIFEE LAKES FIRE STATION FILE N❑, DATE _. : . • - DATE Hi 1_20 Vi_1 -4_ ---,. _- MENIF�E, CALIFORNIACAUFOk�NZA GENERAL NOTES 1, ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33, AND TO THE COUNTY OF RIVERSIDE ORDINANCE NO, 457. 2, A GRADING PERMIT MUST BE OBTAINED FROM THE DEPARTMENT OF BUILDING AND SAFETY, COUNTY OF RIVERSIDE, PRIOR TO GRADING. 3, THE CONTRACTOR SHALL N❑TIFY THE BUILDING AND SAFETY DEPARTMENT, 4080 LEMON STREET, RIVERSIDE, CA (909) 275-1800, AT LEAST 24 HOURS IN ADVANCE OF REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION, 4, THE EXISTENCE AND APPROXIMATE LOCATION OF UDERGR❑UND UTILITIES ❑R SITESTRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF T❑ RIVERSIDE AVAILABLE PUBLIC RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO A EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS PLAN, 5, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ra LD PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR Lo w ONSITE QUANTITIES STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY T❑ oj oj w oj ESTIMATED N❑TIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE �_ w STARTING WORK. Z � A NEWP❑RT ROAD J No. ITEM OF WORK QUANTITIES 6, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 7, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY 1 . IMPORT FILL IN PLACE 500 CY DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLET�ON OF ROUGH GRADING IN 2. TYPE A-6 CURB, STD NO. 200 448 LF ACCORDANCE WITH THE APPROVED GRADING PLAN RI❑R TO THE ISSUw4CE OF THE NO SCALE 3. TYPE D CURB, STD. NO. 204 365 LF BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND 4. 8" PCC PAVING 30432 SF L❑CATI❑N❑F CUT/FILL SLOPES, 5, DRAIN CHANNEL, SECTION A—A 15 LF 8, ALL GRADING SHALL BE DONE IN CONFORMANCE ITA THE RECOMMENDATIONS OF T❑ TEMECULA 6. DRAIN CHANNEL, SECTION B—B 30 LF THE PRELIMINARY SOILS INVESTIGATION BY_INLAN _ NUNDATIgN_ENG ,, INC,z_ 7. TWIN DRAINS, MODIFIED STD. NO. 309 LUMP SUM DATED__ 8_6_97 TWO SETS OF THE FINAL C MPACTION REPORT SHALL BE VICINITY MAP 8. HANDICAP SIGNS AND STRIPING LUMP SUM- SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS 9. PARKING STALL STRIPING LUMP SUM BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE MENIFEE, CALIF; 10. PCC TRACK FOR SLIDING GATES LUMP SUM INVESTIGATION REPORT, 11 . PCC WALKWAYS LUMP SUM 9, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 12. PCC TIRE STOPS 3 EA. ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED, Ate' WHO SHALL BUBMIT TWO SETS OF THE FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, RO UGH QUANTITIES- 10. ALL FILL OF 1' OR GREATER SHALL BE TESTED AND CERTIFIED AS T❑ RELATIVE NO. ITEM OF WORK QUANTITIES COMPACTION, 2' 7800 CY 11, ALL ❑N-SITE SLOPES SHALL NOT EXCEED A GRADE OF 2 TO 1, UNLESS OTHERWISE 1, OVER—EXCAVATION C SHOWN ON PLANS. 2, EXCAVATION 430 CY COMPACTED FILL IN PLACE 10700 CY 12, FILL SLOPES THREE FEET ❑R 'GREATER IN HEIGHT SHALL BE COMPACTED TO THE 4i SUBSIDENCE, 0,2' 900 CY FACE. THE SOILS ENGINEER SHALL INCLUDE SLOPE TESTS IN THE FINAL COMPACTION 5, SHRINKAGE, 207. 1646 CY REPORT FOR ROUGH GRADING. 6, PRECISE GRADING IMPORT 500 CY 13. ALL UTILITY TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS 7, PRECISE GRADING EXCAVATION 100 CY ENGINEER PER GRADING CODE, THE SOILS ENGINEER SHALL PROVIDE WRITTEN 8, TOTAL IMPORT 13216 CY APPROVAL OF UTILITY TRENCH BACKFILL PRIOR TO .FINAL GRADING RELEASE. 9, CALL TOTAL IMPORT 13000 CY 14. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE CURRENTLY ADOPTED UNIFORM BUILDING CODE OR RESPONSIBLE ENGINEERING RECOMMENDATIONS, 15. EROSION CONTROL AND LANDSCAPING REQUIREMENTS SHALL CONFORM TO THE CURRENT COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, 16. ALL ❑N-SITE DIMENSIONS FOR LOCATION OF BUILDINGS, SIDEWALK, CURBS, RAMPS, PLANTER ISLANDS, PARKING SPACES, ETC,, ARE TO BE -CONFIRMED ON THE ARCHITECTURAL SITE PLAN. 17, ALL WASTE, INFLAMMABLE WASTE, VEGETATION AND REFUSE SHALL BE REMOVED PRIOR TO GRADING. 18, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17 IF THE CUT OR FILL IS LESS THAN 10 FEET, 2% IF THE CUT OR FILL IS GREATER THAN 10 FEET, DRAINAGE SWALES, SHALL BE A MINIMUM OF 03' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES, 19. CUT AND FILL SLOPES EQUAL TO ❑R GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO, 457 PRIOR TO THE - APPROVAL OF FINAL INSPECTION, TEIPU SOURCE,THE T❑P❑ IS BASED ON A FIELD TOP❑-SURVEY BY 20, DURING ROUGH GRADING ❑PERATI❑NS AND PRIOR TO CONSTRUCTION OF PERMANENT A. J, FRICK, SEPT, 1997, DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES, 21. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PR❑VISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING NOTE TO GRADING ❑PERATI❑NS, BIDDERS 22, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN BASE BID-ALL WORK CONTAINED WITHIN 1/2 INCH PER FOOT FOR A MINIMUM OF THREE FEET, OR AS SHOWN, rIRESTATION PROPERTY LINES, 23, IF STEEP SL❑PING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE ADD ALTERNATE BID NO,1-ALL WORK CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL S❑IL FOR FULL SUPPORT. LOCATED OUTSIDE OF THE PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED FIRESTATI❑N PROPERTY LINES, PROFESSIONAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL, Un r round Service Alert �-C J. `` IN THE COUNTY OF RIVERSIDE ' C SHEET A. J, FfICf<, CIVIL ENGINEER COAls TOLL FREE BENCH MARK: ELEV. 1425.152 z 9128 ROUGH AND 1— RIV. CO. B.M. M-14-63 IN THE T—INTERSECTION ��� clv�� �� 7 7 4 W A S H I N G T ❑ N AVENUE C A DI PLAN OF NEWPORT ROAD AND LINDENBERGER ROAD. '� ' 7 1 P U 769` '4133 A 1 " I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. ��� ��`��� SAN JACINT ❑ ) CAL_ IE , , 92583ms =� 4-3A�- r ❑R 2 2 7 2 5 0 0 c909> 925-8057 MENIFEE LAKES FIRE STATION 3 - TWO WORKING DAYS BEFORE YOU BIG APPR ED BY _ 6 RCE 191226 EXP, 9-30--01 MEI�IFEE CALIFC�RNIA �iEETs I PL 400 ITUE TOP OF BANK 4: 1 SS T . S33 71 N00.�1 '37"E , 6 ' '- - - — - \ > GRAB BREAK /fGRADE BREAK 41 8 8 ' Z� ' 7 3 ' 9 0 ' F 110 , cu • �4g$5 I I14 URA AMEAK _ P �1 VAR, SLOPE I i .�� ` ,� /� ,/ _ 11 VRA AK / \\ TO RIVERSIDE SITE co p / I \ \ o , O \ NEWPORT ROAD - l� '-Go 0 , ^I �0! Lj 5 ' \ 25 N❑ SCALE oe � { S (3 CT I 04 \ I I TO TEMECULA F bo '4- J \ L0 A VICINITY MAP z El ' % � __ _\ - \!� — \ \ MENIFEE, CALIF, I of IC . 0¢C N �- -- \ \ rough grading Lj CD Co 04 PAD 31 .1 01 p \ \ 00 I \ v w / /3� z ✓ EE 2 � NOTE TO BIDDERS2% EXCEPT EDISON EASEMENTS \ _ I \< / / ^ \ BASE BID=ALL WORK C❑NTAINED WITHIN z _ I•. \ f \ — \ ' FIRESTATI❑N PROPERTY LINES. Ld 0 ♦ 1�� / / /- _ I w ` I ADD ALTERNATE BID N❑,1=ALL WORK A p I I \ N I LOCATED ❑UTSIDE OF THE w `Q \ FIRESTATI❑N PROPERTY LINES, l7 I I 1 X LLJI / GSA ' p � I 19 << ,o a: I \ N TYP 21 ) SLOPE I �. I j SITE SUBSIDENCE IS 0.2'. 12.17 ' - •4 \ -�-4� \ \ 1 _ � SCALE 1 " = 20' FS _ — NGRADE BREAK -\1 35' R = 35 ' ` 0g) ` 0 c j �� -- _ JJ 1 • `�' TOP OF BANK 0' 20' 40' 60' lb � -- -� �, N 00`21 '37'E�5,1 I00. = �- � G � Grp ���' <��� � �ti (0.40%) �� LEAD; I x� `L� �,�' `L�' �L� TC TOP OF CURB ►'� '� G G G FL FLOW LINE �� G �� �� Dt w FS FINISH SURFACE z o �b EXIST. TYPE A-6 CURB, 16 GUTTER Z FF FINISH FLOOR 3 Q pp� _ in U d-LO z � o 0 0 U + P\ -------------- piq C\j <v � ' C; ME N 0021 '37" E 437.56' 0 0� � co � o� •� ^ � Q TYPO ❑ IS BASED ON A FIELD T❑P❑-SURVEY BY m A. J, FRICK, SEPT, 1997, 44FESS/p�;� . . 5 J. ,r !Fg Underground Service Alert �, - IN THE COUNTY OF RIVERSIDE Co.((; A. J. FRICK, CIVIL ENGINEER SHEET TOLL FREE BENCH MARK: ELEV. 1425.152 1_800 RIV. CO. B.M. M-14-63 IN THE T—INTERSECTION �: vr� , 774 WASHINGT ❑ N AVENUE GRADING PLAN 2 OF NEWPORT ROAD AND LINDENBERGER ROAD. rFOF cAL�F � 4�2—�133 A 1 " I.P. AND TAGGED Rlv. co. su SAN JACINT ❑ , CALIF . ) 92588 � � 37� � PU 7�0� OF RV. IN CAP WELL ICON. -,Cy ❑ R 2 7 — 6 0 0 MENIFEE LAKES FIRE NATION3 TWO WORKING DAYS BEF13RE YOU DIG z/1) C909) 9z5-8057 MENIFEE CALIFORNIAh F APPROVED RCE 19128 EXP. 9-30-01 SHEET - 9 / 4 TOP WALL 37.07 , TOP WALL 37.07 TOP WALL 37.07 I TOP WALL 36.40 TOE TOP OF BANK TOP WALL 35,07 TOP WALL 35.07 � TOP WALL I /4: 1 SST - , _ , - TOP WALL 36.40 i / I I TO WA L 33. 7 1 co, ,� 9O 5' � i I p• 5 N00 1 '37"E 367.18' '� 6" 2'_8" 6" 337.18 259.18' J Lp-.I I ts' 130� .0-.5% :.5% ��'5 (1.5� co. : � PLANTER � � � �"� ---___ 12 `L I `1.0 PLANTER , •�O' >> � �� AX 5% HOSERAMP, BY OWNER rn 5 �, _ 6 CONC . CHANNEL og$�ti I l I �p 5 - _ ___ � 1% �� SECTION A- A P �1� b� FS ,c31 .6 FS 31 .60 O 0 cQ \ PLANTER GARDEN WALL, SEE NO SCALE P C,\D� 'v 4" PCC 6" PCC SLAB F3 AG ARCHITEXT'S PLAN 71 .00' LPG TANK, 5 X12 1 1 % TYPICAL � o. 0 'S FG' �, r-, co -- - --� TYP: VAR. C:F: / 0 ��' : • co ' 6 6.6 2' / \dam i\ N ' '' I t r� 5 2'-8" 5' ENDS❑❑6„ SEC B-B ° ;w/ � d.C., E.W� / �� o L 8 1 PCC \� I 6„ CHANNEL 0 01 cn ro 10 TYP. ��7 �`�'� �� �� � � �O W/. #31 � 24"OsCs Ei�✓ti, I 12'< N �-,� `b \ 4' c�� q� p`b 1 NO.4 REBARS AT 12" OC, EA. WAY %I�� ,� G`� Ln "� 000 `L �O. 00 5' \ 9 SEE ROUGH GRADING PLAN FOR DETAILED 00 00 oo p - \ G' I O 12 CONIC . CHANNEL GRADING IN THIS cN I cv I N b`` , - ,� iLo� 0 4" PCC R=15 ,� \ \ SECTION B- B L 4' . TYP. \ AREA. 00 00 00 . •: � N 0 SCALE ALSO SEE STREET z I z I z' . 0 :: FF *31 . 4" SEW_:Rro � FS I �� I �FG' \ IMPROVEMENT PLAN I _ I =2 ° 1 PAD 31 .E 1 .36 69.50 RAISED CURB CONTAINMENT FOR DETAILS: I I � , 5% f AX RAMP R, ISED 4" PCC 2•6 , r� 1 0 \ �' SLAB SEE ARCHITECTS PLANS I I I / � � ✓/ R=8 Ln I MECHANICAL 4� o p _ _ - _ _ o FOIR DETAILS 31 .6 13 � .,�0 •" ,� � 8,� �&E: 4» P C C SLABS � � �� � F � � � o 6 „6 „6 w I �G 6' I PLANTER / 2 DROP 4" PCC o \ ``� 14 14 I I \ , AT DOORS N G \ pp r� O 1 6„ I 111 2$ 28 1 00 � R- TYP. g Q I 39 - i 39' z TYPICAL = \ �� �\ 112 - B G �\ < o ° 12, TWIN DRAINS i z - °° . 2% ``� - � \ a, w ` I SEE STD N0. 309 MODIFIED I - PCC. a �O o. -Ito ; ---� 2 O F 31 .20 TYP. � O' N I SECTION C , C / o . ,... '� 0. b 4" PCC �G' NO SCALE o i ` . N . = TYP: i ��' °° ,`G �"� \ 0000 I I l2 75• I TOP WALL 36.40 1 7 4' 54 EVE 2� �b 3 �O' \ 1 tx TOP WALL 35.73 w I / G O , N SCALE 1" = 20 I 'S 5 3.5 00 8.4' R ' / _ _ 9 I j o TOI4 WALL 36.40 O �g O� r I , , 1 I - TIRE STOP � ,� ,� .7' � 1 �o I I NOTE: ALL PARKING SPACES 9 BY 18 . SITE SUBSIDENCE IS 0.2'. > I 1 w �� . 8 PC " 1 % \ WROUGHT IRON FENCE SEE ARCHITECTURAL WEEP SCREED 0 20 40 60 80 �` �n TOP WALL 36.40 w � __ ,- j -- 4' 0.Cs j EsWs. I SEE ARCHITECT'S PLANS DETAIL FOR TRANSITION OF EXTERIOR 1 �_ ' --?�� �' �L J �po � �� I Cb �,°� CONCRETE TO INTERIOR CONCRETE. `LO �� °' ' ��G � � TOP WALL 35.73 ��2i J G`I' G _ 0.5% TOP WALL 35.06 c�'� / '� 0.5% -00 I f G P _ - _ F 2g.70 / 15:70' '� - F� 28 0 83, 1 ,`� `L. 23.9 =20 - - i� 9' �t , �o �% -_ \135' �.- 01 50' \ TOP 'WALL 35.73 :.: :' d-� °'• 3.0 � 5% i 0.5 _ TOP WALLS 5.06 \\S w --_ -- - - - (p\ ` - ° - -- -�� NOTE TO BIDDERS Oq \ 00 0) < z � �!�• �G : . 4pq �� ,,gyp 0 TOP OF BANK m . •. :. O� PROVIDE OPENING,.-1.-BE-OCR-NTG 4 BASF BID=ALL WORK CONTAINED WITHIN 5 TOE .: .• - - - - o� )�J FIRESTATI❑N PROPERTY LINES. 4(� TOP WALL 36.40 ogg� �- - E_CTION B-B / ADD ALTERNATE BID N❑:1-ALL WORK p:409, WALL 35.73 N° �1�`J I LOCATED ❑UTSIDE OF THE QQ �-� __ 1 FIRESTATI❑N PROPERTY LINES: �, cb Say - _ _ _EX. IRR. LINE -- - = -- --- �• - w SECTION C `L �, tiC' I l v.40q) c ,\N . _ . -------.•--_----- '. • = A , (0.40%) CO LEGEND, to W 22 Z �C' �� x''0� ��� �� `L�b �1 ' TC TOP OF CURB O L _Cl _ .`G ,�pc G `1' ,`G ,`G ID FL FLOW LINE v- o� � r7 4 - '� �G 3 FS FINISH SURFACE 10 d- w FF FINISH FLOOR + I� EXIST. TYPE A-6 CURB, 16 GUTTER �- J ON wo Q, _ d- ch Cj MENI W of 0 _ I �z o ° _ _ w + p m � _ E ROAD + � oX o 4 Z _JLL1 N 0°21 '37" E 437.56' rn 00 'ZZCo TWO SOURCEi + O THE T❑P❑ IS BASED ON A FIELD T❑P❑-SU"2VEY B C0 A. J: FRICK, SEPT. 1997. J QRi)f F s s10H� TO RIVEft= SITEJ. 1912 IN THE COUNTY OF RIVERSIDE ' W . SHEET Under Wound Service Alert N A. J. FLICK, CIVIL ENGINEER PREEISE Co�lls TOLL FREEIW_ BENCH BENCH MARK: ELEV. 1425.152 4 �►� 3 NO SCALE .� �aa r`A��;^�� GRADING PL N n RIV. CO. B.M. M-14-63 IN THE T-INTERSECTION _ 0-+D� 7 7 4 WASHINGT ❑ N AVENUE1 OF 1-800 _ OF NEWPORT ROAD AND LINDENBERGER ROAD. Q S N J A C I N T ❑ CALIF , )% 92583 MS 3721 P U 769 4�C2-413 � VICINITY MAP A 1 " I.P. AND TAGGED RIV. CO. SURV. IN CAP WELL MON. � MEPJIFEE LAKES FIRE NATION 3 ❑ R 2 2 7 - 2 6 0 0 MENIFEE, CALIF. C909) 9z5-8057 MENIFEE, CALIFORNIA SHEETS TWO W❑RKING DAYS BEFORE YOU DIG AP QED BY; RCE 19128 EXR 9-30-01 9 /4