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908y_sppI R/w n 0 'C < i? -I DESCRIPTION 6 W 11. THERE SHALL BE A MINIMUM OF 5 FEET OF FULL FACE CURB f.3Aiw+4£9 y ,°. Oty NO '•,i % REVISIONS: 'D_ OR/VEW4Y &STREET }(-5EC7/ONS. 8/�!o JWU APPROVED BY: z MEIN BETWEEN THE BEGINNING OF ANY DRIVEWAY APPROACH AND w TYPE "A"CLIrS C bLlrTER 5 a 4 THE BEGINNING OR END OF CURB RETURNS. R/w R/w R/w DATE: ?� HEMET ORDINANCES. Henet, CoUfornin 92544 ta,Es W. UtaA10 & ASSOCIATES909/652-5575, FAX 909/925-6490 4 I , . 3 2 OF 7 8 \71 72 73 rLI MENLO FZfm0mmfl 12 1 Q 67 w W C7 w f - N' LLf W W z > _ >' LY Q RIVERSIDE AVENUE COUNTY OF stir. HEMET ,us 7 z- CITY 5111r.t✓s a OF z N - = - w (13 14 15 16 17 i8 19 N 20 21 22 23 24 z I 66 65 64 63 62 61 60 25 26 27 28 � `;'] SECTION LAI - LAI I I I 1 1 _j I It = 3 y sEE stir tis 3 SEE stir PARIS 1 STREET _ -scCs ��a=r<� PAR/ 29 S cn a 39 _j1 49 48 47 46 45 _ 44 43 42 41 40 m 34 33 30 / t\ (R J w /� I o 38 N� to 31 (L m 35 32 W w 50 51 52 53 54 55 ' 56 57 58 59 ` c > 37 U1 W � y 0) \ 75. �o _ FLORENCE _ STREET - o$ 36 /s g"2 QI II i c�P� ,\I COUNTY OF RIVERSIDE QUANTITY ESTIMATE I I � � (FOR PERMIT PURPOSES, ONLY) 1. A.C. PAVEMENT (0.36' THK.) 642 TONS i T T. -1 , AGGREGATE TE S S(F.71' THK.) 647 CY © L/ 3. FOG SE I / SF 4. ROAD EXCAVATION ) 24,742 W CY o _ _ SEATTLE - STREET Il%6 1zf71%S -: Jcl5 J 17,j,5� J:�1 I c.��J i-rJR_ �� I I -�s�-2 r��\ UZIV&`HI L IVO 32 5' ,SipEG1/HG/� 1 3'AC G'<+YEiY/�Nl'� as, , e.' / SLOPE 777 L- 6'(6G BASE CG. Il jF TYPICAL STREET= SECTION CTION V TS GA,&/,Z$TaiY A ✓erN4/E A!lo'/iYL 47 A ►/�.Ale1 " T. /. = 7. 5 VICINITY MAP DEPRESSED SIDEWALK AT DRIVEWAYS If I = 6' BRISBANE STREET, LIVEPOOL STREET, PARIS STREET AND FLORENCE STREET 20. THE CONTRACTOR/DEVELOPER WILL HOLD HARMLESS, INDEMNIFY' AND DEFEND THE CITY OF HEMET, THE OWNER, THE ARCHITECT,r THE ENGINEER AND HIS CONSULTANTS,.AND EACH OF THEIR OFFICERS AND EMPLOYEES AND AGENTS, FROM ANY AND ALL LI- ABILITY CLAIMS, LOSSES OR DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE CITY OF HEMET, THE OWNER, THE ARCHITECT, THE ENGINEER AND HIS CONSULTANTS, AND EACH OF THEIR OFFICERS AND EMPLOYEES AND AGENTS. 21. A 24-HOUR NOTICE IS REQUIRED PRIOR TO PUBLIC WORKS INSPECTIONS. 22. QUANTITIES SHOWN HEREON ARE FOR PERMIT PUPPOSES ONLY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO GENERATE HIS/OR HER OWN QUANTITIES FOR CONSTRUCTION AND/OR BID PURPOSES. CITY OF HEMET` QUANTITY gS-T1MATE FOR PERMIT :PURPOSES ONLY) - - NOTED. ALSO APPLIES TO PAVING TIE-INS TO NEW CURB AND GUTTER NTS FROM AN EXISTING STREET (IN SOME INSTANACES IT WILL BE GENEVA 5T• bF B/P/$6A/VE ST. (STA• /Z�G - 6. ANY RELOCATION OF EXISTING FACILITIES SHALL BE THE NECESSARY TO OVERLAY A MINIMUM OF ONE-HALF THE STREET R/w 7:/. `S.5 57W•/6vL2c)- R/w RESPONSIBILITY AND AT THE EXPENSETO OBT * TYPICAL STRUCTURAL. SECTION IS SHOWN FOR ESTIMATING PURPOSES ONLY. ACTUAL THICKNESS SHALL BE DETER= BY DEVELOPER'S SOIL'S ENGINEER/ GEOLOGIST BASED UPON TRAFFIC INDEX AND R -VALUE OF SOIL. BENCH MARK H-10-2 RESET 3/82 AT THE SOUTHEAST CORNER OF MENLO AVENUE AND SANDERSON AVENUE;` 43.5 FEET SOUTH OF MENLO AVENUE; 86.0 FEET EAST ON SANDERSON AVENUE; 54.5 FEET NORTHEAST OF P.P. 2178127E; 82.4 FEET WEST OF P.P. 1976314E; 1.1 FEET NORTH OF A 2.5' HIGH CONCRETE BLOCK WALL AT THE BEGINNING OF THE CORNER CUT BACK MENLO AVENUE; AN ALUMINUM DISK SET FLUSH IN A.C. IN A CONCRETE CYLINDER. ELEV. 1522.796 NOTE: COUNTY WORK CONTAINED WITHIN THESE PLANS -SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT HAS BEEN ISSUED. OF THE SUBDIVIDER. AIN THE PROPER TIE-IN TO NEW CURB AND GUTTER. v THE AMOUNT OF SUCH OVERLAY SHALL BE DETERMINED IN THE 2' Min. 7. ALL SEWER, WATER AND UNDERGROUND UTILITY TRENCHES SHALL FIELD BY THE PUBLIC WORKS INSPECTOR AND THE DEVELOPER 36' BE COMPACTED TO 85% OF MAXIMUM DENSITY AS DETERMINED OR OWNER WILL BE RESPONSIBLE FOR PAYMENT THEREOF). 18. ¢ ¢ BY THE METHOD OF ASTM D -1557-70T MODIFIED FROM 1" ABOVE THE FINAL PAVING COURSE SHALL BE LAID WITH A SELF PRO - THE TOP OF THE PIPE TO 5' BELOW SUBGRADE OF THE STREET PELLED MECHANICAL SPREADING AND FINISHING MACHINE TO 90% FROM 5' BELOW TO 1' BELOW SUBGRADE AND TO 95% EQUIPPED WITH TAMPER BARS AND AUTOMATIC SCREED (BARBER t /� IN THE TOP 12", OR WITHIN 6" OF NATURAL GRADE IF LOCA- GREEN OR APPROVED EQUAL) A c� 0.50°° 2% 2% �5O % TED IN AREAS WHERE NO ROADWAY SURFACING IS REQUIRED. - IN NO EVENT SHALL 15. ALL STREETS AND PARKING LOT SUBGRADE MATE a / , THE BACKFILL MATERIAL BE COMPACTED MATERIAL AND A.B. s •••a•v:•.•e:�•"'O• a o,:a:..,; .o.:,q_ -- s TOA DENSITY OF LESS THAN THAT OF THE UNDISTURBED MATERIAL SHALL BE COMPACTED TO 95% DENSITY FOR THE TOP N ISTURBED SOIL SURROUNDING. 12". BASE R VALVES SHALL BE OBTAINED PRIOR TO THE m e: v.,...�•::. ^'� " a 3 I m PLACEMENT OF ANY CLASS III BASE MATERIAL MINIMUM. _Z2 m a�G.34SE C�.-* 9 v 8. STREET LIGHTS ARE A CITY REQUIREMENT AND SHALL BE IN- STALLED AS PER CITY OF HEMET STANDARDS & SPECIFICATIONS. 16. ALL STREETS SHALL BE FOG SEALED. (0.05 GAL/SQ. YD.) PROVIDE RAMPS FOR THE HANDICAPPED AT ALL SIDEWALK IN- BETWEEN THE PROLONGATION OF ANY PROPERTY LINE AND THE 9. THERE SHALL BE A MINIMUM OF 2.5 FEET OF FULL FACE CURB 17. TERSECTIONS. THE INSPECTOR WILL LOCATE RAMPS AT THE F TYPICAL STREET SECTION TIME BEGINNING OF ANY DRIVEWAY APPROACH. THERE SHALL BE A 0 CONSTRUCTION. Al TS MINIMUM OF 5.0 FEET OF FULL FACE CURB BETWEEN ANY TWO DRIVEWAYS ON ADJACENT18. INSTALL AUTOMATIC IRRIGATION SYSTEM TO ALL OFF SITE BR/.6AlVET. ('STA. /O�OO -STA• l$2� PROPERTIES. VEGETATION. r.=v L/VERPOOL $T. 10. BEFORE ANY PERMITS ARE ISSUED BY THE CITY OF HEMET FG�RENC E 57. THERE SHALL BE HELD A PRE -CONSTRUCTION CONFERENCE BE- 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TWEEN THE DEVELOPER, THE DEPARTMENT OF PUBLIC WORKS, NOTIFY THE PUBLIC WORKS DEPARTMENT 24 HOURS IN ADVANCE, T./. s $. O OR THEIR REPRESENTATIVES AND THE DEVELOPER'S ENGINEER, PRIOR TO THE CONCEALING OF EACH PHASE OF WORK SO THAT CONTRACTOR. THE CONSTRUCTION INSPECTOR CAN INSPECT THE WORK BEING No ': DONE. DKA kl� g� A� l�-4 S 6,9 G COUNTY PORTIONS, SHEETS 1.6,7.881E APPR D BY DATE F RANSP ION DEPT., RIVERSIDE COUNTY, CA. LED .0TIWMAM RCE NO. aa=1so EXP.DATE 6-30-9B DESCRIPTION 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 11. THERE SHALL BE A MINIMUM OF 5 FEET OF FULL FACE CURB f.3Aiw+4£9 y ,°. Oty NO '•,i % REVISIONS: 'D_ OR/VEW4Y &STREET }(-5EC7/ONS. 8/�!o JWU APPROVED BY: SPECIFICATIONS FOR THE IMPROVEMENTS OF DEVELOPMENTS MEIN BETWEEN THE BEGINNING OF ANY DRIVEWAY APPROACH AND 3 TYPE "A"CLIrS C bLlrTER WITHIN THE CITY OF HEMET, IN ACCORDANCE WITH CITY OF 4 THE BEGINNING OR END OF CURB RETURNS. R/w R/w R/w DATE: ?� HEMET ORDINANCES. Henet, CoUfornin 92544 ta,Es W. UtaA10 & ASSOCIATES909/652-5575, FAX 909/925-6490 . 7 /S REGISTRATION EXPIRES 12/31 /97 CivIL0011 1'2-31-97 8 ' /70 12. ALL POST FOR STREET NAME SIGNS & TRAFFIC CONTROL SIGNS SCALE: BENCH MARK: 60' 61 I9 2. THE DEVELOPER AND/OR CONTRACTOR SHALL SECURE ALL PER- /?AMPS ('C,OJ ,w- .5 TO, C -e S SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF CONCRETE Ek 12 CITY OF HEMET 8 40' 13 SrOR S1GAIS DATE: cl 6 Eq•, MITS REQUIRED BY THE CITY OF HEMET. SrR,,5,'T TREES SIDEWALK. EXACT LOCATIONS FOR SIGN POSTS TO BE DESIGNED EA.; 15 8' EA. 16 AGS✓G!5 SEWER 7. Y. Tc) C�Rr ✓1�,_ LUMP SUI 17 GQ%,Mz11P-,e4Pr AilAl• scho BY THE DEPARTMENT OF PUBLIC WORKS. ALL SIGNS SHALL BE 18 RELOC47"E C -X/.57 R n Pep SCS / 454.' 19 - 20' / E4.< 3. ASHP. CONC. SURFACES SHALL COMPLY WITH RIVERSIDE COUNTY FABRICATED BY THE CITY OF HEMET. 21 20' t 64.'.. 22 P/pe OUn-e7-pER c-O.W- G-ro. O -B15 454 23 C01VC. CROSS C-w/JTTER (8: 4'WJpE) &00 SPECIFICATIONS FOR 1/2" MAXIMUM AGGREGATE. THE MIX SHALL 44 W,dRnl1^16 51CVN5 A& 641/0e M4RkeR 8. a �••I p4vE nr7 5TR1p1Ai & .' RK/N "; L. 26 11vS741_G BARB1040E vER C.©.1-1. SM. C 902 40 CONTAIN NOT LESS THAN 5.0% BY GROSS BATCH WEIGHT OF 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 3 i ��,y/G /✓TSF rY%C F4 GAG AR 8000 ASPHALT AS DEFINED IN SEC. 92 OF THE STD. SPECS DEVELOPER TO TEMPORARILY PATCH ALL UTILITY TRENCHES O_SO % OF THE STATE OF CALIFORNIA CALTRANS DATED JAN. 1978. WITHIN EXISTING PAVED STREETS, THE TEMPORARY PATCH SHALL BE REMOVED AND REPLACED WITH A PERMANENT PATCH °•,,, •�,.,.,n..,o•. :.-•a;4: n••,v.:;o.:e.;q._�..:o .; �,q.. ..: s 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AT THE TIME OF A.C. SURFACING. I NOTIFY THE ENGINEER AFTER THE BASE COURSE FOR THE GG.lT x- STREETS HAS BEEN PLACED AND BEFORE THE PAVING HAS BEEN 14. THE FINAL PAVING COURSE FOR ROAD MIX AND A.C. SUFACE y „ INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET STREETS SHALL BE ONE TENTH OF A FOOT (.10) IN THICK - CENTER LINE MONUMENTS. NESS AND A MINIMUM OF EIGHT (8') IN WIDTH OR AS WIDE AS NECESSARY TO COVER ALL BREAK-OUTS AND OVER -LAP 5. CURBS, GUTTERS, SIDEWALKS & STREET SIGNS SHALL ALL BE EXISTING PAVEMENT TWO FEET (21) ON EITHER SIDE OF STREST TYPICAL SECTION INSTALLED AS PER CITY OF HEMET, STANDARDS, EXCEPT AS TRENCH, WHICHEVER IS THE GREATER. THIS REQUIREMENT - - NOTED. ALSO APPLIES TO PAVING TIE-INS TO NEW CURB AND GUTTER NTS FROM AN EXISTING STREET (IN SOME INSTANACES IT WILL BE GENEVA 5T• bF B/P/$6A/VE ST. (STA• /Z�G - 6. ANY RELOCATION OF EXISTING FACILITIES SHALL BE THE NECESSARY TO OVERLAY A MINIMUM OF ONE-HALF THE STREET R/w 7:/. `S.5 57W•/6vL2c)- R/w RESPONSIBILITY AND AT THE EXPENSETO OBT * TYPICAL STRUCTURAL. SECTION IS SHOWN FOR ESTIMATING PURPOSES ONLY. ACTUAL THICKNESS SHALL BE DETER= BY DEVELOPER'S SOIL'S ENGINEER/ GEOLOGIST BASED UPON TRAFFIC INDEX AND R -VALUE OF SOIL. BENCH MARK H-10-2 RESET 3/82 AT THE SOUTHEAST CORNER OF MENLO AVENUE AND SANDERSON AVENUE;` 43.5 FEET SOUTH OF MENLO AVENUE; 86.0 FEET EAST ON SANDERSON AVENUE; 54.5 FEET NORTHEAST OF P.P. 2178127E; 82.4 FEET WEST OF P.P. 1976314E; 1.1 FEET NORTH OF A 2.5' HIGH CONCRETE BLOCK WALL AT THE BEGINNING OF THE CORNER CUT BACK MENLO AVENUE; AN ALUMINUM DISK SET FLUSH IN A.C. IN A CONCRETE CYLINDER. ELEV. 1522.796 NOTE: COUNTY WORK CONTAINED WITHIN THESE PLANS -SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT HAS BEEN ISSUED. OF THE SUBDIVIDER. AIN THE PROPER TIE-IN TO NEW CURB AND GUTTER. v THE AMOUNT OF SUCH OVERLAY SHALL BE DETERMINED IN THE 2' Min. 7. ALL SEWER, WATER AND UNDERGROUND UTILITY TRENCHES SHALL FIELD BY THE PUBLIC WORKS INSPECTOR AND THE DEVELOPER 36' BE COMPACTED TO 85% OF MAXIMUM DENSITY AS DETERMINED OR OWNER WILL BE RESPONSIBLE FOR PAYMENT THEREOF). 18. ¢ ¢ BY THE METHOD OF ASTM D -1557-70T MODIFIED FROM 1" ABOVE THE FINAL PAVING COURSE SHALL BE LAID WITH A SELF PRO - THE TOP OF THE PIPE TO 5' BELOW SUBGRADE OF THE STREET PELLED MECHANICAL SPREADING AND FINISHING MACHINE TO 90% FROM 5' BELOW TO 1' BELOW SUBGRADE AND TO 95% EQUIPPED WITH TAMPER BARS AND AUTOMATIC SCREED (BARBER t /� IN THE TOP 12", OR WITHIN 6" OF NATURAL GRADE IF LOCA- GREEN OR APPROVED EQUAL) A c� 0.50°° 2% 2% �5O % TED IN AREAS WHERE NO ROADWAY SURFACING IS REQUIRED. - IN NO EVENT SHALL 15. ALL STREETS AND PARKING LOT SUBGRADE MATE a / , THE BACKFILL MATERIAL BE COMPACTED MATERIAL AND A.B. s •••a•v:•.•e:�•"'O• a o,:a:..,; .o.:,q_ -- s TOA DENSITY OF LESS THAN THAT OF THE UNDISTURBED MATERIAL SHALL BE COMPACTED TO 95% DENSITY FOR THE TOP N ISTURBED SOIL SURROUNDING. 12". BASE R VALVES SHALL BE OBTAINED PRIOR TO THE m e: v.,...�•::. ^'� " a 3 I m PLACEMENT OF ANY CLASS III BASE MATERIAL MINIMUM. _Z2 m a�G.34SE C�.-* 9 v 8. STREET LIGHTS ARE A CITY REQUIREMENT AND SHALL BE IN- STALLED AS PER CITY OF HEMET STANDARDS & SPECIFICATIONS. 16. ALL STREETS SHALL BE FOG SEALED. (0.05 GAL/SQ. YD.) PROVIDE RAMPS FOR THE HANDICAPPED AT ALL SIDEWALK IN- BETWEEN THE PROLONGATION OF ANY PROPERTY LINE AND THE 9. THERE SHALL BE A MINIMUM OF 2.5 FEET OF FULL FACE CURB 17. TERSECTIONS. THE INSPECTOR WILL LOCATE RAMPS AT THE F TYPICAL STREET SECTION TIME BEGINNING OF ANY DRIVEWAY APPROACH. THERE SHALL BE A 0 CONSTRUCTION. Al TS MINIMUM OF 5.0 FEET OF FULL FACE CURB BETWEEN ANY TWO DRIVEWAYS ON ADJACENT18. INSTALL AUTOMATIC IRRIGATION SYSTEM TO ALL OFF SITE BR/.6AlVET. ('STA. /O�OO -STA• l$2� PROPERTIES. VEGETATION. r.=v L/VERPOOL $T. 10. BEFORE ANY PERMITS ARE ISSUED BY THE CITY OF HEMET FG�RENC E 57. THERE SHALL BE HELD A PRE -CONSTRUCTION CONFERENCE BE- 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TWEEN THE DEVELOPER, THE DEPARTMENT OF PUBLIC WORKS, NOTIFY THE PUBLIC WORKS DEPARTMENT 24 HOURS IN ADVANCE, T./. s $. O OR THEIR REPRESENTATIVES AND THE DEVELOPER'S ENGINEER, PRIOR TO THE CONCEALING OF EACH PHASE OF WORK SO THAT CONTRACTOR. THE CONSTRUCTION INSPECTOR CAN INSPECT THE WORK BEING No ': DONE. DKA kl� g� A� l�-4 S 6,9 G COUNTY PORTIONS, SHEETS 1.6,7.881E APPR D BY DATE F RANSP ION DEPT., RIVERSIDE COUNTY, CA. LED .0TIWMAM RCE NO. aa=1so EXP.DATE 6-30-9B Nfl. DESCRIPTION QUANTITY 1 3 " ASPHALT f.3Aiw+4£9 y ,°. Oty NO '•,i % REVISIONS: 'D_ OR/VEW4Y &STREET }(-5EC7/ONS. 8/�!o JWU APPROVED BY: /LaQ//�r?//!D/�(y MEIN 3550 E. Florida Ave. Suite G 3 TYPE "A"CLIrS C bLlrTER Z--' 4 T71*,C "B" CL RS G TER ?4t{'2 JWU DATE: ?� GI TEREO CIVIL ENGINEER NO. 41 Henet, CoUfornin 92544 ta,Es W. UtaA10 & ASSOCIATES909/652-5575, FAX 909/925-6490 . 7 /S REGISTRATION EXPIRES 12/31 /97 CivIL0011 1'2-31-97 8 ' /70 APPROVED BY: ^ - SCALE: BENCH MARK: 10 - I9 p� , a \?, AS SHOWN /?AMPS ('C,OJ ,w- .5 TO, C -e S 14, Ek 12 CITY OF HEMET 8 SEE ABOVE 13 SrOR S1GAIS DATE: cl 6 Eq•, DATE FEB. 1996 SrR,,5,'T TREES Nfl. DESCRIPTION QUANTITY 1 3 " ASPHALT '327.3 TO 2 6:4 ! I3. ! ( .27 3327 C'.Y. 3 TYPE "A"CLIrS C bLlrTER Z--' 4 T71*,C "B" CL RS G TER 22t7 L . 5 6 6" Tf/ B" CL19B TRA&S/7-1DAI C055 GLITTER t, SPA&DZEL z Zd &O.5ci Lr S. r 7 CtJAICQC"TE 51©EklALK 4 Tfr/L:K 5O,e)50 5.F 8 /8 " R p f. P. 0.5 go ©) /70 L. 9 Fl3G SEAL /70' aa0.5.F. 10 ;rREEr LlGf1TS CtVA/Q T,t�EAIL'HJ I9 EA. 1 IlL4A1DlC.4P /?AMPS ('C,OJ ,w- .5 TO, C -e S 14, Ek 12 STREET 516NS 8 eA. 13 SrOR S1GAIS 6i Eq•, 14 SrR,,5,'T TREES /&7 EA.; 15 8' EA. 16 AGS✓G!5 SEWER 7. Y. Tc) C�Rr ✓1�,_ LUMP SUI 17 GQ%,Mz11P-,e4Pr AilAl• scho s. c 18 RELOC47"E C -X/.57 R n Pep SCS / 454.' 19 RC-1_6C47E EXIST. TE4.99-RISEf? / E4.< 2 Q. 915NOVE EX/ST. CSL 10.E M/✓PK KERS E4-'' 21 GONG OR/VEW,4YPER C.O.,y. gro,. G- I,JB t 64.'.. 22 P/pe OUn-e7-pER c-O.W- G-ro. O -B15 454 23 C01VC. CROSS C-w/JTTER (8: 4'WJpE) &00 S. , 44 W,dRnl1^16 51CVN5 A& 641/0e M4RkeR 8. a �••I p4vE nr7 5TR1p1Ai & .' RK/N "; L. 26 11vS741_G BARB1040E vER C.©.1-1. SM. C 902 40 IN THE CITY OF HEMET lwfl*veAIEWi Y a - o TRACT NO. 22189-3 COUNTY M.S. NO. 36$6 OF 5HEET5 COVER SHEET FILE NO. W:O. FOR: PACIFIC CENT Y FB. PS 4-1<3 8 SEE SHEET ii/_' 7 tu m v r WQ SCALE: P,=40' 02 t00 23 +00 w® d ?4400 7L L AA 7L J: /1^ FgC'rt std y�� JAM68 ID 0? 4 A U? NO UL�Z �l AOOEO PAVEMEA/T TAPER GO k1 � COUNTY PORTIONS SHEETS 167 881 < NO. 24102 ,.._ ... __. .. a Nn 33 T !� (r i -9y f t.' V0AANSPOR�,KTiQKDElPT., BY RIVERSfOE COUNTY, CA.OTii RCE NO. 33950 EXP. DATE &-30-9E3 ...... �,.._. w w _. _ , e. a. ._e .... ..� WW CURVE_DATA �I 0 �tV N No. IL R L T ° N W P W 45O 900 00,001, 35.00' 54.98' 35.00' tu F o 3 BoaVi �� �,,o a v�QN I Nrxm° W ` �Z kcrh ! �Q m� �00 Lk 0 cW-w Leg -- I Ul _.HEMET 41 Q o� �`' a a mq,4 v kSEATTLE Sr oI` No SEE` TRACT 2Z/B'1^/ Fo ° M.S. N0. 3686 APPROVED BY: � IN THE CITY OF HEM'ET 3550 E. Ftorxln Ave, Suite G -._ -10— Hemet, CQformo 92544 y R N-0-724-102— ,'LQI..Q'Z_ ,JAMES W. UNLANO & ASSOCIATES 909/652 5575, FAX 909/925-6490 DATE: RF-Gl- RATA ON LXPRE5 12/31/96 Gvu. wce s HORIZ 1"=40' VERT 1 a 40' AVl� CITE' OF HEMET __.e.. SEE SHEET I FIL5 NO Wo, rOR:,PAGIFIG CENTURY F8 f>5-4-1913$ 908 -WY �1 a tt........ - .. _n.. _ . _. _. m �Zv 02 t00 23 +00 w® d ?4400 7L L AA 7L J: /1^ FgC'rt std y�� JAM68 ID 0? 4 A U? NO UL�Z �l AOOEO PAVEMEA/T TAPER GO k1 � COUNTY PORTIONS SHEETS 167 881 < NO. 24102 ,.._ ... __. .. a Nn 33 T !� (r i -9y f t.' V0AANSPOR�,KTiQKDElPT., BY RIVERSfOE COUNTY, CA.OTii RCE NO. 33950 EXP. DATE &-30-9E3 ...... �,.._. w w _. _ , e. a. ._e .... ..� WW CURVE_DATA �I 0 �tV N No. IL R L T ° N W P W 45O 900 00,001, 35.00' 54.98' 35.00' tu F o 3 BoaVi �� �,,o a v�QN I Nrxm° W ` �Z kcrh ! �Q m� �00 Lk 0 cW-w Leg -- I Ul _.HEMET 41 Q o� �`' a a mq,4 v kSEATTLE Sr oI` No SEE` TRACT 2Z/B'1^/ Fo ° M.S. N0. 3686 APPROVED BY: � IN THE CITY OF HEM'ET 3550 E. Ftorxln Ave, Suite G -._ -10— Hemet, CQformo 92544 y R N-0-724-102— ,'LQI..Q'Z_ ,JAMES W. UNLANO & ASSOCIATES 909/652 5575, FAX 909/925-6490 DATE: RF-Gl- RATA ON LXPRE5 12/31/96 Gvu. wce s HORIZ 1"=40' VERT 1 a 40' AVl� CITE' OF HEMET __.e.. SEE SHEET I FIL5 NO Wo, rOR:,PAGIFIG CENTURY F8 f>5-4-1913$ 908 -WY } } I— z Z) U U 30 30' INSTAL(_ R -/ (S TOP) S/6N O Q� //157;4G.4 6,4RRrC.40r= W PER C'. h'• s7-0. A/0. G -802 p (L En/G=7"N = 400 O/RT ROAD) W/O C.4W5T0/V AVE. /n/ST.4G.L AF 0 CAWSTON AVENUE PW VEMEA T DUUNTY C ITY FUTURE R/W�'1� I C ¢" W/OE, H✓, 4" W/DE, YELLOW PAVEMENT 5Ti?/P/Nta PER C.4G TRANS OET S -EDGE jJP PAVE/`/E — OF — N MENTO AVENUE w 0 M Q LWFUTURE R/W EX/ST. R/W 5/Gv,v ff 400' E/0 C.4w57-01V 4vE. RIVERSH HEMET Mill N �IIIIIGENEVA STREET 6 U /N57,4LG W/6 eROAG 5/4S/V W/ W 74 C7-, RZ/ MERE LEFTS 5/GN. } H E06E OF PAVEMENT COUNTY OF RIVERSIDE ° CITY OF HEMET ti z _J STOP / U /NSTAGL R -/(STOP) S/6n/ ¢" W/OE YELLOW F;',4VEM+4A/T & PAVEMt=NT MARK/NCS STR/P/NGC-R C.9LRA/�'S OE TA/G. 5. 22' Q 20' 20' Z3 I) II BRISBANE STREET SEATTLE STREET lnderground Service Aler Cali; TOLL FREE 1-500 422-4133 TWO WORKING DAYS BEFORE YOU DIG The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arising after DATE BY P city approval or during construction, the private engineer shelf be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the city. DESIGNED BY COUNTY PORTIONS, SHEET 9 APPROVED BY DATE F P FOR TRANSPOOTA ION DEPT., RIVERSIDE COUNTY, CA. RCE NO. EXP. DATE RECOMMENDED FOR SEAL, SE � r�ss o APPROVAL �f � JAMES W. UNLAND NO. 24102, DATE EXP. 12-31-S7 �k CHECKED BY APPR. DATE �3u REVISIONS DATE DRAWN BY MJW CHECKED BY A�F0 QY ` ATE I I ` �•-� 6 CITY OF HEMET R.C.E. NO. s EXP. DATE PREPARED BY DATE W EXP R.C.E. NO. . DATE 24102 12/31/96 R-/ /57G /E /`M EA/ GT. 50.' / CEA/TERL/NE Ti?ANS/T/0A/ 9 49A/ (000 ' L En/G7h') EFE 01:10 3550 E. Florida Ave, Suite G QPAW Hemet, California 92544 .LAMES W. UNLAND & ASSOCIATES 909/652-5575, FAX 909/925-6490 CMLS I" = 40' BENCHMARK SEPT. 1996 0 R/ P/NCS YELLOW) I I 38' W, SANDERSON AVENUE CITY OF HEMET SHEET NO. TRACT NO. 22189-3 ,g SIGNING & STRIPING PLAN OF_A_S' TS. MENLO AVENUE LFILEFOR PACIFIC CENTURY H©MES W. 908,*WY