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912ll_sppVICINITY MAP N.T.S. SECTION 9, T.5S., RAW., S.B.B.M. 12 Underground Service Alert Call: TOLL FREE 1-800 227-2600 T0w0 WORKING DAYS BEFORE YOU DIG 11M *&dsntM low owb impow b fw Is ft Bey .w Of fb. &dp bwom b ft w.f of aw"al • w ter .fbr «W* gwmi a MIM ss@*%db% M Pbdb =0K Mi M wp -ib fw%!' f° 09040" uk �e =01ewft fly ow fw %VroW N 0 STREET IMPROVEMENT PLAN QUANTITY ESTIMATE I. r CURB AND CUTTER PER RIVERSIDE COUNTY STD. NO. 201 2. 6' SIDEWALK PER RIVERSIDE COUNTY STD. N0. 401 3. 0.30' ASPHALT CONCRETE PAYING 4. 0.50' AGGREGATE BASE CLASS II 5. FOG SEAL AT 0.05 GALLONS PER SQUARE YARD 6. REMOVE EXISTING ROLLED BERM t A.C. PAVING 7. SAWCUT EX!<STING A.C. PAYING 0 5' W/O CENTERLINE L RELOCATE EXISTING WATER METER BEHIND SIDEWALK 9. ADJUST EXISTING GTE VAULT TO GRADE 10. REMOVE EXISTING TREES 11. REMOVE EXISTING FLUME 12. PROTECT EXISTING WATER METER 13. 21 " WIDE DRIVEWAY PER MYER= COUNTY STD. NO. 207 14. 42' WIDE DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 207 15. RECONSTRUCT 4' WIDE SIDEWALKS To JOIN NEW STREET IMPROVEMENTS ->E 16. RELOCATE EXISTING POWER POLE AS DIRECTED BY S.C.E. 17. 6" A.C. BERM TAPER PER RIVERSIDE COUNTY STD. NO 212 13. 3" WET TAP 0 VALVE W/30 LF. C-900, PVC (CL 150) 19. a" DOUBLE CHECK BACKFLOW PREVENTER tTATE) 20. 6" F.H. ASSY PER STD. NO. W-701 (1-4 t 2-2 1/2- OUTLETS) W/ BLUE RETROREFLECTIVE PAVEMENT MARKER 21. REPLACE PAVEMENT CENTEII.INE STRIPING PER CALTRANS DETAL 22 22. TYPE ' F ' DELINEATORS * WITHIN PUBLIC R/W ONLY 23. ADJUST WATER VALVE COVER TO GRADE 24. FEATHER A.C. OVERLAY TO CENTERLINE 111AjrJ .!Wd I ZA I ►PO4-0G.47lEp F. N. 7V 5Tq. //4/8. 00. ENGINM I REVISIONS DESIGNED BY B. WHITE DRAWN BY MJW 201 LF. 654 S.F. 135 TN 113 C.Y. 6305 S.F. (0.15 TN) 3912 S.F. 295 LF. 1 EA. 1 EA. 4 EA. 151 LF. 1 EA. 203 S.F. 360 S.F. If S.F. 1 EA. 37 LF. LUMP SUM 1 EA. 1 EA. 288 L.F. 3 EA. I EA. 8 TN CHECKED BY SIDEWALK IA PER FT. 8" CURB t GUTTER 40' If 0.30' A.C. PAYEMENT REMOVE EXIST. BERM OVERLAY a JOIN ,$TR,4/6NT GR 4t 7� GUTTER S7WAIcSNT 5�,op� VWAVC-6 \ /. S /• MIN. 0.50' AGG. BASE COMPACTED SUBGRADE TYPICAL HALF STREET SECTION STANFORD STREET SCALE: 1 " = 6' T. 1. = 6.5 LAKE HEMET MUNICIPAL WATER DISTRICT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR P.U.P. 731 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE LAKE HEMET MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTFMTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SE TO SAID L NT. BY: LAKE • HE WATER DISTRICT TITLE: GENIERAL MANAGER DATE: sePY. 29, 199? APPIIOIIAL CX1JIMA/V DAT Z'3 OC T X17 SEAL O A. O1r i� Nis, 315 950 7b lit SEAL Jvwlr NO. 24102 Sal. 12-31-97' >k � CIL,, 1 2. S' i EXISTING 1 3. 4 n LIP lIOWI 5. BI� - \ 6. EX/ST SCOPE V,,4,1C/E+S Z.8Co kTb3.5Zo W 8. 9. W 10, FLORIDA AVENUE Cn 13. SITE ENGINEER'S NOTES: W RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BRIARWOOD ti t � BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL N ACACIA AVENUE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 1 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 2 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH 310 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY 3 OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS 4 RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-260DAT LEAST TWO WORKING�DAYS PRIOR TO EXCAVATION 5' IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES. STETSON AVENUE VICINITY MAP N.T.S. SECTION 9, T.5S., RAW., S.B.B.M. 12 Underground Service Alert Call: TOLL FREE 1-800 227-2600 T0w0 WORKING DAYS BEFORE YOU DIG 11M *&dsntM low owb impow b fw Is ft Bey .w Of fb. &dp bwom b ft w.f of aw"al • w ter .fbr «W* gwmi a MIM ss@*%db% M Pbdb =0K Mi M wp -ib fw%!' f° 09040" uk �e =01ewft fly ow fw %VroW N 0 STREET IMPROVEMENT PLAN QUANTITY ESTIMATE I. r CURB AND CUTTER PER RIVERSIDE COUNTY STD. NO. 201 2. 6' SIDEWALK PER RIVERSIDE COUNTY STD. N0. 401 3. 0.30' ASPHALT CONCRETE PAYING 4. 0.50' AGGREGATE BASE CLASS II 5. FOG SEAL AT 0.05 GALLONS PER SQUARE YARD 6. REMOVE EXISTING ROLLED BERM t A.C. PAVING 7. SAWCUT EX!<STING A.C. PAYING 0 5' W/O CENTERLINE L RELOCATE EXISTING WATER METER BEHIND SIDEWALK 9. ADJUST EXISTING GTE VAULT TO GRADE 10. REMOVE EXISTING TREES 11. REMOVE EXISTING FLUME 12. PROTECT EXISTING WATER METER 13. 21 " WIDE DRIVEWAY PER MYER= COUNTY STD. NO. 207 14. 42' WIDE DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 207 15. RECONSTRUCT 4' WIDE SIDEWALKS To JOIN NEW STREET IMPROVEMENTS ->E 16. RELOCATE EXISTING POWER POLE AS DIRECTED BY S.C.E. 17. 6" A.C. BERM TAPER PER RIVERSIDE COUNTY STD. NO 212 13. 3" WET TAP 0 VALVE W/30 LF. C-900, PVC (CL 150) 19. a" DOUBLE CHECK BACKFLOW PREVENTER tTATE) 20. 6" F.H. ASSY PER STD. NO. W-701 (1-4 t 2-2 1/2- OUTLETS) W/ BLUE RETROREFLECTIVE PAVEMENT MARKER 21. REPLACE PAVEMENT CENTEII.INE STRIPING PER CALTRANS DETAL 22 22. TYPE ' F ' DELINEATORS * WITHIN PUBLIC R/W ONLY 23. ADJUST WATER VALVE COVER TO GRADE 24. FEATHER A.C. OVERLAY TO CENTERLINE 111AjrJ .!Wd I ZA I ►PO4-0G.47lEp F. N. 7V 5Tq. //4/8. 00. ENGINM I REVISIONS DESIGNED BY B. WHITE DRAWN BY MJW 201 LF. 654 S.F. 135 TN 113 C.Y. 6305 S.F. (0.15 TN) 3912 S.F. 295 LF. 1 EA. 1 EA. 4 EA. 151 LF. 1 EA. 203 S.F. 360 S.F. If S.F. 1 EA. 37 LF. LUMP SUM 1 EA. 1 EA. 288 L.F. 3 EA. I EA. 8 TN CHECKED BY SIDEWALK IA PER FT. 8" CURB t GUTTER 40' If 0.30' A.C. PAYEMENT REMOVE EXIST. BERM OVERLAY a JOIN ,$TR,4/6NT GR 4t 7� GUTTER S7WAIcSNT 5�,op� VWAVC-6 \ /. S /• MIN. 0.50' AGG. BASE COMPACTED SUBGRADE TYPICAL HALF STREET SECTION STANFORD STREET SCALE: 1 " = 6' T. 1. = 6.5 LAKE HEMET MUNICIPAL WATER DISTRICT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR P.U.P. 731 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE LAKE HEMET MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTFMTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SE TO SAID L NT. BY: LAKE • HE WATER DISTRICT TITLE: GENIERAL MANAGER DATE: sePY. 29, 199? APPIIOIIAL CX1JIMA/V DAT Z'3 OC T X17 SEAL O A. O1r i� Nis, 315 950 7b lit SEAL Jvwlr NO. 24102 Sal. 12-31-97' >k � CIL,, 1 2. S' i EXISTING 1 3. 4 n LIP lIOWI 5. BI� - \ 6. EX/ST SCOPE V,,4,1C/E+S Z.8Co kTb3.5Zo 7. 8. 9. 10, 11. 12. 13. 14. ENGINEER'S NOTES: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 1 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 2 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY 3 OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS 4 RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-260DAT LEAST TWO WORKING�DAYS PRIOR TO EXCAVATION 5' IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES. NOTE: WORK CONTAINED WITHIN THESE PIANS SHALL NOT COMMENCE UN rIL AN E NCROACHIIENT PERMIT AND/OR GRADING PERP7IT HAS BEIM ISSUED. APP39VD BY, DATE .®� FOR TRANSPOF ION DEPT, IMAnK CKgM, CM FM M R.C.E. NO. 33050 EXP. DATE 6/30/96 APPROVED BY DATE R.C.E. NO. 24102 Ep, DATE 12/31/97 GENERAL NOT IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOA PUBUC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. (909-275-6885) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENTSTANDARDS AND SPECIFICATIONS, "LATEST EDITION", COUNTY ORDINANCE 461 AND SUBSEQUENT AMENDMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT UMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND►OR NO. 207, AS DIRECTED IN THE FIELD. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO.. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPUED. NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 460 AND 499. INSTALL EUCALYPTUS POLYANTHEMOS (SILVER DOLLAR), CRAPE MYRTLE, LIQUID AMBER OR APPROVED EQUAL. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVF'_OPER IS RESPONSIBLE, AS A MINIMUM, FOR ROAD IMPROPVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR T' -IE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. - AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED- TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. SIGNING do STRIPING GENERAL NOTES TRAFFIC STRIPES PER CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. ALL STRIPES SHALL BE REFLECTORIZED. TRAFFIC STRIPES AND MARKINGS SHALL BE APPUED IN TWO COATS. ALL STRIPING SHOWN PER APPUCABLE CALTRANS DETAILS. RIVERSIDE COUNTY WILL PERFORM THE SIGNING AND STRIPING PER THE APPROVED PLAN. THE COST SHALL BE BORNE BY THE DEVELOPER. Q 3550 E. Florida Ave. Suite G .LAMES W. INLAND & ASSOCIATES Hemet, California 92544 CML QRS 909/652-5575, FAX 909/925-6490 1" = 40' BENCHMARK RIVERSIDE COUNTY B.M. "H-4-1 RESET 1971. 0 THE N.W. CORNER OF HEMET STREET AND ACACIA AVENUE. MAY 1997 ELEV. = 1713.365 COUNTY OF RIVERSIDE P.U.P. 781 STREET IMPROVEMENT PLAN TITLE SHEET HEMET STANFORD LODGE I W.O. SHEET NO. OF 2 SHTS. FILE N0. PS -4-3353 BERM TRANSITION AT - uKl�t y�,QT: �-:2, �� Iv �' STA. 9+47 AND STA . 12 + 35 k Q�► �, �P o M s 2 W' M ti 3 h �� h Co �; W y O k �' ►• �` '` W 0. 1` f FO. t x 2, ftcE t i W �1 1 r` Z F M Q is ti V I o i Z I k u o k ,� w{ w v O�ETA/L B G.a 4 $v 110 4 ° ' r �`► STA // �/ 40 t a �� k 2�� h wl 17 III �..I . ■ • • • Sovice Calt TOLL ' 1 (� :61 V) 227-2600 i VVOMNG EMYS IMEFORIE• M 11 Do ps «gir s s - Wq- irr* ffrsae plena is - sp - -ib P kr aseurirg tNe accuracy and aoospfeb y of Mns dMsslpn fneraor� In tfre awrtrrt of dMaeperrd - ariWM afFsr DATE I BY fMARK oaunty approW or durirp oonahuc/im the pw ftWo s-pgimoo &W be nepon&!* far d lonnkw* an aooeple0a sok iion and reAft tho pima for approval by ENGINEER so county. DESIGNED BY B. WHITE ABANDONED FLUME (NOTE #t11) HAS BEEN INOPERATIVE FOR MANY YEARS. NO ADDITIONAL PLUG, RECONSTRUC- iTION, OR DRAINAGE FACILITY IS RE- !OUIRED. TED F. N . ra S T14. // REVO DRAWN BY M W C 61 IVIt i I_. ...I f0 I . T J Rlw 11 N. 7k,; ANOW ���. O^ g� Z4 Or (� I ��( �� Fa. 4' � /2 //(�, IDN. 3 a P46P TIC• /��/5, { N 5r 06��,/O.C�i►%� n \ ` ��k M. d. /�7//-2� NE. CO�t. GOT4 DLK.. /14 N. 4. CO. h � f 11 ��.0 /a M • D Q b .. Z i'vS7- ML �r T-4'0— J 1 v/ 5S O I q f e' w to,L �E W rho���,�,� Ip, Q STS BRIARWOOD STREET 4 3�10 11 Ir N<°"4" � '� NOSE .' STANFORD STREET � �I, WETET PS 41 0 CON5TAVOT -444- W,eTEit ^WIL/7/465 FrTOm Ti'NE \ I\ n EX/ST/Nb W,47 -46/C L -//VSE 7V THE wcuT e x157. =AP vEr1E/v7- 6' /a/iy o Mov Q k PA W_1%:Ptw_,oVT� �01Z^f W L Y. M� 7Z. -A/ -UfP' f'4 ✓�./yE�1/T t(}� 70 4SE inrs A- 4..t4Eo ry uP of nrL=-w csvrrMAr <!E.900 Fp• / % " /. P. 7 /SGE /r/ /Ci /N NAA10WAFL1_ 4wEi4 7-M. /0,W) /3, /y o. /4-7// - r COMMENDED FOR SEAL commAI AP D DATE ' e 3 • COUNTY OF RIVERSIDE SHEET NO. 7APPfiOVAL 4FESSt Jf .SNDT. AL A. HM p fo �0 A. 0oo� c>ePr, ., C LWORMA 3550 E. Florida Ave., Suite G F. U. P. 78 F Q`' ti?r N0. 24) 02 Menet, California 92544 2 CR Iis)Wli/V % _ s R.C.E. NO. 33900 EXP. DATE 6/30/98 x 3950 Z * JAMES W. N ANo & A SSMIATES 909/652-5575, FAX 909/925-6490 STREET I M PRO V E M E N T PLAN of 2 sHTs 3 DATE 2- ©CT No. 3 'I7 * EXP. 3960 PREPARED BY DATE t Area DATE CHECKED BY p/�rE CIV1L�o�'��� �'�� c1�1��� SCALE 1" = 40' BENCHMARK DAA t cr,+- DAVE SEE SHEET NO. 1 CHECKED BY R.C.E. NO. 24102 EXP. D,A7E 12/31/97 M AY 1997 STANFORD STREET FILEN°. FOR HEMET STANFORD LODGE wa PS -4-3359 9/2- L L CONSTRUCTION NOTES I NO 1. s' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 1 IJ 2. 6' SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401 3. 0.30' ASPHALT CONCRETE PAVING 4. 0.50' AGGREGATE BASE CLASS N 5. FOG SEAL AT 0.05 GALLONS PER SQUARE YARD 6. REMOVE EXISTING ROLLED BEIM t A.C. PAVNIG 7. SAWCUT EXISTING A.C. PAVMIG i S' W/O CEMTERL11ME S. RELOCATE EXISTING WATER METER BENMID SIDEWALK 9. ADJUST EXISTING GTE VAULT TO GRADE 10. REMOVE EXISTING TREES 11. REMOVE EXISTING FLUME 12, PROTECT EXISTING WATER MM SEE DET. 'A'). 13. 24' WIDE DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 207 SEE DET. 'B') 14. 45' WIDE DRIVEWAY PER RIVERSIDE COUNTY STI. NO. 207 15. RECONSTRUCT 4 WIDE SIDEWALKS TO JON NEN STREET (WITHIN R/W ONLY) 16. RELOCATE EXISTING POWER POLE AS DRIECTED BY S.C.E. 17. 6' A.C. BERM TAPER PER RIVERSIDE COUNTY STD. NO 212 18. I!' WET TAP A VALVE W 30 LF. CML & W (CL 1 S0) (BY LH MWD) 19. a' DOUBLE CHECK BACK PREVENTER (ON PRIVATE PROPERTY) 20. 6' F.H. ASSY PER STD. NO. W-701 (1-4 t 2-2 1/2- OUTLETS) W/ BLUE RETROREFL.ECTIVE PAVEMENT MARKER (BY L H MWD) 21. REPLACE EXISTING STRIPING IN KOO 22. TYPE 'F' DELINEATORS 23. ADJUST VALVE COVER TO GRADE 24. FEATHER A.C. OVERLAY TO CENTERLINE COMMENDED FOR SEAL commAI AP D DATE ' e 3 • COUNTY OF RIVERSIDE SHEET NO. 7APPfiOVAL 4FESSt Jf .SNDT. AL A. HM p fo �0 A. 0oo� c>ePr, ., C LWORMA 3550 E. Florida Ave., Suite G F. U. P. 78 F Q`' ti?r N0. 24) 02 Menet, California 92544 2 CR Iis)Wli/V % _ s R.C.E. NO. 33900 EXP. DATE 6/30/98 x 3950 Z * JAMES W. N ANo & A SSMIATES 909/652-5575, FAX 909/925-6490 STREET I M PRO V E M E N T PLAN of 2 sHTs 3 DATE 2- ©CT No. 3 'I7 * EXP. 3960 PREPARED BY DATE t Area DATE CHECKED BY p/�rE CIV1L�o�'��� �'�� c1�1��� SCALE 1" = 40' BENCHMARK DAA t cr,+- DAVE SEE SHEET NO. 1 CHECKED BY R.C.E. NO. 24102 EXP. D,A7E 12/31/97 M AY 1997 STANFORD STREET FILEN°. FOR HEMET STANFORD LODGE wa PS -4-3359 9/2- L L