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908d_sppEXISIT EXISTING BARRICADE SECT I❑N A N. T. S. EXISTING IMPROVEMENTS SWING GATE DETAIL REMOVE ONE SECTION OF BARRICADE AND INSTALL SWING GATE WORK INCLUDES ALL NECESSARY HARDWARE GOVERNMENT PROPERTY EX. C. L. FENCE PROTECT IN PLACE INSTALL 2 7/8' ❑,D. GAL PIPE HINGED TO EXISTING POST AND INSTALL HARDWARE ON OPPOSITE EXISTING POST TO ACCOMMODATE FUTURE LOCK WITH CHAIN. MEET EX. CONTRACTOR TO ACHIEVE MININUM 12 INCHES OF COVER FROM TOP OF BASE MATERIAL TO TOP OF C. S. P.—" EXISTING IMPROVEMENTS FLOWLINE ELEVATI❑N OF C.S.P.'S PER PLAN VIEW 42'± FIN, D/W/ TO MATCH EXISTING GROUND ELEVATI❑N GOVERNMENT PROPERTY REMOVE ONE EXISTING FENCE POST AND INSTALL CHAIN LINK GATE PER DETAIL AT RIGHT. SEE NOTE Q1 EXISTING GROUND MATCH EXISTING CONSTRUCT 13' WIDE A.C. ACCESS DRIVEWAY AND INSTALL EIGHT 24' C.S.P.'S, MAINTAIN 0.5' SEPARATION BETWEEN PIPES, SEE PLAN VIEW BELOW. REMOVE PORTION OF EXISTING RIP RAP TO ACCOMMODATE INSTALLATION OF C.S.P.'S. AFTER INSTALLATION OF C.S.P.'S COMPACT PROPOSED IMPROVEMENTS NATIVE SOIL TO 90% OF GREATER, ALL RIP RAP NOT REUSED SHALL BE LEGALLY DISP❑SED OF AND INCLUDED AS PART OF THIS WORK. -SECT I❑N B N. T. S. 19.3 t FL OUTLET OF NEW PAVING 6.5' I 6.5' i I PLACE GROUTED F RIP RAP � II 1I -I14 _��� � t _ 19.5 f FL INLET RIP RAP 8 - 24" C.S.P. SECTI❑N C N. T. S. BARBED WIRE SUPPORTING ARM - 1 5/8" O.D. TOP RAIL "B" (SEE / BELOW) GATE POST - 1 5/8" O.D. j BRACE 7 GA. BOTTOM TENSION WIRE "A" (SEE B \ 9 GA. GALV. FABRIC 1/4"x3/4" STRETCHER BAR 1.90" O.D. SCH. 40 GALV PIPE FRAME 3/8" DIA. ADJUSTABLE TRUSS ROD �S1Si;11N U. GROUND SURFACE z 'E CAP F14"'x STEEL STRETCHER BAR BANDS CENTER CATCH SET IN CONC. OUTSIDE DIAMETER GATE POST GATE OPENINGS: SIZE IN 114CHES „A" "B„ SINGLE TO 6' OR DOUBLE 12' INCL. 2_7:8" SINGLE OVER 6' TO 13' OR DOUBLE OVER 12' TO 26' INCL. 3-1/2" SINGLE OVER 13' TO 18' OR DOUBLE OVER 26' TO 36' INCL. 6-5/8- CHAIN -5/8" CHA N LINK FENCE DETAIL N.T.S. NOTES: 1. NEW PAVING SHALL MATCH EXISTING GRADES AT EXISTING CUT-OFF WALL IN CUL-DE-SAC AND SOUTH PROPERTY LINE OF GOVERNMENT PROPERTY, 2. NEW PAVING TO BE CONSTRUCTED AT A STRAIGHT NAND I NA AVENUE GRADE BETWEEN EXISTING FINISH SURFACES. 3. USE SECTI❑N e AS A TYPICAL SECTI❑N AFTER TRANSITIONING PAVEMENT TO MATCH EXISTING I AT CUL-DE-SAC AND PROPERTY LINE, I I C.S.P. INLET REMOVE SECTION OF BARRICADE AND INSTALL FL=19.5± SWING GATE PER DETAILS SHOWN ABOVE. CONTRACTOR TO FIELD LOCATE PROPOSED DRIVEWAY BETWEEN TWO EXISTING POSTS. iu in a0 - — ... — — — — — -- — — — — — ..— — — — — — — — — — — — — — — — — — — — — —.. — — ... ... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ao - - `" EXISTING POSTS WITH BARRICADE - iLn - M t - EXISTING RIP RAP HARV ILL AVENUE , Ln n D r!i �gIOfESS �460' LL oda q, Ory 41 w H � YP q No. -3 0 7° EXP. 6-30- it W �7r CIV 11- a4'�P� Underground Servi ce Alert Cath TOLL FREE TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION CONTRACTOR AGREES THAT JN ACCORDANCE KITH GENERALLY ACCEPTED CONSTRUCTION PNACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 3ROL£ AM COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FROPERTYj TNAT THIS REQUIREMENT SNALL BE "ABE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION COMTRACTUR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WOW OIL TKLS PMJEET, EXCEP"MM6 LITS TLM AWISIRG-TRIF THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK MY IS IONS DATE DESIGNED BY R. Y()UNG INOW BY P. D I AZ CHECKED BY R. YOUNG PREPARED UNDER THE D ECTI❑N OFI WESTERN HLJNICPAL MATER DISTRICT 54 -- 4ALESSAN1= IMLEVARD ENG I N JER R. C. E. # 46212 _ R I VISI M, CAL WORN I A 92508 31 /98 DATE (90% 4170 FAX ( 909) 780-3837 EXP. DATE:_ 12/31/96 _ _31 I APPROV BY: RcE*33 9SO fix/(,. Doic: C/9ol$8 SCALE 1,, BENCH MARK: kh"Aw iwvsiJe County Tr&m#wi4 o" De#• BATE DATE:-- 10,,1�h-� JUNE 1596 30' rCfr�o✓E- /Z�f alii�t �c Q '�t 4W.4./AV 7►'s ,Eli- �,a,�ovrt ����` = / > PSP ,�.4P � ��•/ �� lirli�r'71�► �+�Ar�wi!t� _ . SEE NOTE Q +� GOVERNMENT 4 PROPERTY z_ CONSTRUCT 13' WIDE A.C. ACCESS DRIVEWAY AND INSTALL EIGHT 24" C.S.P.'S, MAINTAIN 0.5' SEPARATION BETWEEN PIPES, SEE SECTION B ABOVE. EXACT LOCATION TO BE DETERMINED IN THE FIELD, WITH W.M.W.D. INSPECTOR. FL=19. 3± C❑NSTRUCTI❑N NOTES: Q CONSTRUCT M33' THICK A.C. PAVING OVER 1.10' CLASS II AGGREGATE BASE PER PLAN AND PROFILE ARID PER TYPICAL SECTION. © PLACE LIGHT CLASS GROUTED ROCK SLOPE PROTECTION. 0 INSTALL 8 - 24'0 C.S.P. 12 GAUGE. ® CONSTRUCT SWING GATE PER DETAIL HEREON. © CONSTRUCT CHAIN LINK GATE PER DETAIL 1 HEREON. 40 20 0 40 80 120 IN THE COUNTY OF RIVERSIDE CALIFORNIA STREET I ROVEi ENT PLANS Dish � H A R V I L E A V E N U E OF __SHEETS STREET M❑DIEICATI❑N FOR COUNTY OF RIVERSIDE W. ❑. F. BF I LE NO. 1873 9018 - k IN, -111:I1-1 11- _ �.[I1= c rn G 1 CONC. CLASS 500-C-2500 j PER STD. SPECS.FOR PUBLIC EJ CONSTRUCTION (6 SACKS) 1.90" O.D. SCH. 40 GALV PIPE FRAME 3/8" DIA. ADJUSTABLE TRUSS ROD �S1Si;11N U. GROUND SURFACE z 'E CAP F14"'x STEEL STRETCHER BAR BANDS CENTER CATCH SET IN CONC. OUTSIDE DIAMETER GATE POST GATE OPENINGS: SIZE IN 114CHES „A" "B„ SINGLE TO 6' OR DOUBLE 12' INCL. 2_7:8" SINGLE OVER 6' TO 13' OR DOUBLE OVER 12' TO 26' INCL. 3-1/2" SINGLE OVER 13' TO 18' OR DOUBLE OVER 26' TO 36' INCL. 6-5/8- CHAIN -5/8" CHA N LINK FENCE DETAIL N.T.S. NOTES: 1. NEW PAVING SHALL MATCH EXISTING GRADES AT EXISTING CUT-OFF WALL IN CUL-DE-SAC AND SOUTH PROPERTY LINE OF GOVERNMENT PROPERTY, 2. NEW PAVING TO BE CONSTRUCTED AT A STRAIGHT NAND I NA AVENUE GRADE BETWEEN EXISTING FINISH SURFACES. 3. USE SECTI❑N e AS A TYPICAL SECTI❑N AFTER TRANSITIONING PAVEMENT TO MATCH EXISTING I AT CUL-DE-SAC AND PROPERTY LINE, I I C.S.P. INLET REMOVE SECTION OF BARRICADE AND INSTALL FL=19.5± SWING GATE PER DETAILS SHOWN ABOVE. CONTRACTOR TO FIELD LOCATE PROPOSED DRIVEWAY BETWEEN TWO EXISTING POSTS. iu in a0 - — ... — — — — — -- — — — — — ..— — — — — — — — — — — — — — — — — — — — — —.. — — ... ... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ao - - `" EXISTING POSTS WITH BARRICADE - iLn - M t - EXISTING RIP RAP HARV ILL AVENUE , Ln n D r!i �gIOfESS �460' LL oda q, Ory 41 w H � YP q No. -3 0 7° EXP. 6-30- it W �7r CIV 11- a4'�P� Underground Servi ce Alert Cath TOLL FREE TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION CONTRACTOR AGREES THAT JN ACCORDANCE KITH GENERALLY ACCEPTED CONSTRUCTION PNACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 3ROL£ AM COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FROPERTYj TNAT THIS REQUIREMENT SNALL BE "ABE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION COMTRACTUR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WOW OIL TKLS PMJEET, EXCEP"MM6 LITS TLM AWISIRG-TRIF THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK MY IS IONS DATE DESIGNED BY R. Y()UNG INOW BY P. D I AZ CHECKED BY R. YOUNG PREPARED UNDER THE D ECTI❑N OFI WESTERN HLJNICPAL MATER DISTRICT 54 -- 4ALESSAN1= IMLEVARD ENG I N JER R. C. E. # 46212 _ R I VISI M, CAL WORN I A 92508 31 /98 DATE (90% 4170 FAX ( 909) 780-3837 EXP. DATE:_ 12/31/96 _ _31 I APPROV BY: RcE*33 9SO fix/(,. Doic: C/9ol$8 SCALE 1,, BENCH MARK: kh"Aw iwvsiJe County Tr&m#wi4 o" De#• BATE DATE:-- 10,,1�h-� JUNE 1596 30' rCfr�o✓E- /Z�f alii�t �c Q '�t 4W.4./AV 7►'s ,Eli- �,a,�ovrt ����` = / > PSP ,�.4P � ��•/ �� lirli�r'71�► �+�Ar�wi!t� _ . SEE NOTE Q +� GOVERNMENT 4 PROPERTY z_ CONSTRUCT 13' WIDE A.C. ACCESS DRIVEWAY AND INSTALL EIGHT 24" C.S.P.'S, MAINTAIN 0.5' SEPARATION BETWEEN PIPES, SEE SECTION B ABOVE. EXACT LOCATION TO BE DETERMINED IN THE FIELD, WITH W.M.W.D. INSPECTOR. FL=19. 3± C❑NSTRUCTI❑N NOTES: Q CONSTRUCT M33' THICK A.C. PAVING OVER 1.10' CLASS II AGGREGATE BASE PER PLAN AND PROFILE ARID PER TYPICAL SECTION. © PLACE LIGHT CLASS GROUTED ROCK SLOPE PROTECTION. 0 INSTALL 8 - 24'0 C.S.P. 12 GAUGE. ® CONSTRUCT SWING GATE PER DETAIL HEREON. © CONSTRUCT CHAIN LINK GATE PER DETAIL 1 HEREON. 40 20 0 40 80 120 IN THE COUNTY OF RIVERSIDE CALIFORNIA STREET I ROVEi ENT PLANS Dish � H A R V I L E A V E N U E OF __SHEETS STREET M❑DIEICATI❑N FOR COUNTY OF RIVERSIDE W. ❑. F. BF I LE NO. 1873 9018 - k IN,