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912g_sppr .r� L I I ftlEASTH4VEI1 ROAD I IZ► Q10 -0.9CFS , I 2 Q,00=1.5CFS 1. O Q 10=1.3CFS V V X �Q100=2.1CFS I I I/001 �X I � �) � Q10 =0.9CFS 0� „ X I ~ Q! r Q100=1.5CFS (-J o)I� hI �1 4 ; 50 LOT 1 p' pts V Q10=0.7CFS I w�' 0100=1.1CFS I X z PROP. DRYWELL _ PROP. CURB OUTLET HOVLEY LANE EAST Q 10 CF5 •� 4 Q100=0 CFS 2ND AVENUE ' (ry J^�\wLL_ 1VI_ � I i I-I�1 A.l vL_L_ IVI/-1# , I Vlll. iii I U IVL/ �' ��� P.M.B. 35/100 P.M.B. 185/3-6 I r� A `tai �t. Q10=1.9CFS' Q 100=3.1 CFS~ INDEX MAP SCALE: 1"--100' X = STREET TREES O 120 VOLT, 100 WATT H.P.S.V. 9500 LUMEN - 1 EA • 120 VOLT, 200 WATT H.P.S.V. 22000 LUMEN - 4 EA. EXISTING STREET LIGHT COUNTRY CLUB," DR QTY. EST. Tota/ m WOODHAVENSITE J APPROVED BY: COUNTRY ¢ a�> CLUB I oo 12,826 42ND0AVENUE rLo-CATION: CITY OF Z L. F. COUNTY OF 640 PALM DESERT RIVERSIDE E. F. © 317 FRED WARING , DRIVE ��o ryes y� VICIN17Y MAP S. F. N.T.S. / SEC. 7, T.5S., R.7E., S.B.M. HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE Underground Service Alert PRIVATE ENGINEERING NOTE: o ��++,,.. C* -�ryI FRIM CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 1 U CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE 1 AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1-800 CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 422-4133 THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, 4 INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, TWO WORKING DAYS BEFORE YOU DIG REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ESS�Q S/Qt PREPARED UNDER THE DIRECTION Hl�°=�, OF: PACIFIC ENGINEERING R EA. o" • & ASSOCIATES W � N0. 32182 m rn ,- �_� �.` CIVIL ENGINEERING -PLANNING -SURVEYING L * DEC. 31, 20 * LYD(A R. SHINOHARA, RCE 32182 AND ELECTRICAL ENGINEERING SERVICES EXP. DATE: 12-31-00 41-230 CARLOTTA DRIVE �O CA0 DATE: g -1Q_ 4PALM DESERT, CA 92211 - - . (7460) 346-4264 FAX (160) 779-5994 EXISTING W. R/W 12' 55' 43' © * 19' I ��n�e crn ..�....,rQ 16.5' Qrr nA FEATHER 2, OVERLAY * * ? w !_ z VARIES (i % - 2%) * (2Y� /f /S7Kjj A\ STA. 0+74.29 - STA. EX. IMPROVEMENTS STA. - STA. 6+40.52 PER TR. 19299 ®Zf 3 O. 19 R/W 19' 16.5' rrr Qenntrn- nr-reams nri nisi .�, FEATHER OC C�lT!!lwr1 �•6Ft[i�iE OVERLAY 2' �W U J VARIES (1X - 2%) * (2X) : 3 z a �W 9' U_ M 14' I I +4-7 9 7 ! -f-9-7•9-7 ®- STA. 4 - STA. RIV. CO. STD. 100 TYPICAL SECTION LOOKING NORTH WASHINGTON STREET N. TS. T. 1. = 8.5 PREL. 'R'= 60 50' 12' 38' EX. R/W 6' 30' 30' FEATHER 2, OVERLAY 18' 18' 17' EX. A.C. PAVEMENT 3 (2%) VARIES 8 can ? 4- (2%) : 1.2% TO 3.0% PROPOSED A.C. PAVEMENT 18 TYPE "Fi F 0 24' O.C. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTAB LUiY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGCNEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. RIV. CO. STD. 101 TYPICAL SECTION LOOKING EAST 42ND AVENUE N. T. S T.I. = 8.0 PREL. " R' = 60 2' TYPE D-1 RB (8" C.F. OURED MONO ICALLY WITH " THICK CONC. AVING (TYP.) J4 REBAR X 1(" LONG 10' O.C. 63*21,1Qf -im'. T & 55' 43' 40' EX. I I VARIES 2.1 % TO 2.8% , 55' 47' ** 40' EX. R/W I VARIES 1 2.1 % TO 2.49; 12' 12' 6' 12' PROPOSED e. R/W PROPOSED E. R/W 8' I BUS TURN -OUT I ** VARIES FROM 43' TO 47': 9 0 STA. /+/,5.7S - S rA. 1-t47.a) 7 ST -A. lfg7. 97 - S7 -A- 2 f 30. /9 EX. R/W NOTE lr'NAUrNMIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE REMOVAL AND REPLACEMENT SHALL BE AT CONTRACTOR'S EXPENSE AND PREPARER OF THESE PLANS. SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966 OR A LICENSED LAND SURVEYOR. Moved St. L; Af on wgsh. S>~. SU' S/y fU q void new Lx,,y Lac. Sl"8 LAe Acdded Co,75f-Note N!2 S 'Rev. Qt �Sf. 3-27-g$ LlLS Relocated i3us Turn -Out 214•So' S'! f De/efed /nodilckol Center•Meaianon 1.,Vashj'n ton St. Rev. St. Trees. 2 -2i -q a3 L.P-S f (�E:viSed [-j4rrier Lirr7it5 T,el e fed Con St- Q Se 1,3d/- . fie v i Sed Q t E S f , er CUP 32/43J. /o - a -7 N0. I REVISION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 275-6885. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTAT'ON DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS,"LATEST EDITION", COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. 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 FOR PUBLIC 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. 5. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 6. 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. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TEST SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 8. ASPHALTIC EMULSION (FOG SEAL) \SHALL BE APPLIED 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. 9. 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 THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 10. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS 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. 11. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLANS. 12. 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 ENCROACH- MENTS" DATED JUNE 1990. 13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. 1. DESERT WILLOW (CHILOPSIS LINEARIS) 2. BLUE PALO VERDE (CERCIDIUM FLORIDUM) 3. SWEETSHADE (HYMENOSPORUM FLAVUM) 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 15. 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. BENCH MARK DETAILED DESCRIPTION: CONSTRUCTION NOTES: 1� CONSTRUCT 0.43' AC OVER 0.93' CL. IL A.B. O CONSTRUCT 0.39' AC OVER 0.50' CL. 11 A.B. O CONSTRUCT TYPE A-6 (6" C.F.) CURB & GUTTER PER RIV. CO. STD. NO. 200. CONSTRUCT TYPE A-8 (8" C.F.) CURB & GUTTER PER RIV. CO. STD. No. 201. J v V r+.Y J :FR Tvnr n 1 (8" n ) GYRB PER RIV. STD.NG. �203 o PER OBARRIER �i'1rTA11 Tl iIC` ["1 irrT 5 vi�l�nn 1\ UL coos -f. 8" thI'cfS A_C'.C. _ lSfab. © CONSTRUCT SIDEWALK PER RIV. CO. STD. 401. 0 PROVICE 3'W X 15' LONG GRADED AC SWALE ® END OF C & G. ® SAWCUT AND REMOVE EX. PAVEMENT (1' MIN.) & FEATHER OVERLAY (2' MIN.). O CONSTRUCT ACCESS RAMP PER RIV. CO. STD. NO. 403. 10 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. NO. 207. 11 CONSTRUCT CURB OUTLET PER RIV. CO. STD. NO. 308. 12 ADJUST EX. UTILITIES TO GRADE (GAS VALVE COVER, GAS VAULT, TEL. RISER BOX). 13 RELOCATE EX. P.P. (BY OTHERS). 14 RELOCATE EX. STRUCTURE. 15 RELOCATE EX. SIGN. 16 PLANT STREET TREES PER GENERAL NOTE NO. 13 ON SHEET 1. 0 STREET LIGHTS. )• 19 LANDSCAPE & IRRIGATION. ?0 SIGNING & STRIPING. 1.0 MILE N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE INT. OF WASHINGTON ST. AND 42ND AVE., 258.28' NE'LY FROM A CUT "X" AND CONC. NAIL IN CURB, 125.58' NULY FROM A CUT -X" IN THE SW'LY COR. OF A CONC. SLAB AT A GAS STATION, 171.51' AND 75.86' NW'LY FROM A 2"X2" WITH NAIL, 134.49' AND 63.11' SW'LY FROM A 2'X2" WITH NAIL, 69.59' NW'LY FROM A CUT -X" AND CONC. NAIL IN DRIVEWAY, 55.49' SW'LY FROM A TAG MARKED LS 2344 ON THE SW'LY SIDE OF PP 19770-1.D., 53.58' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE NE'LY FROM A NAIL AND TIN ON PP X330581-3. UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED QTY. EST. Tota/ Unit S. F. APPROVED BY: 151 225 12,826 S. F. rLo-CATION: 592 L. F. n.t�, 640 L. F. E. F. © 317 G. F- ��o ryes y� 7,243 S. F. Q / EA. HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE 1,270 L. F. c� 2 z FIG. 33950 rn 6 EA. 02201 ST1 1 EA. 1 EA. 4 EA. 5 EA. 3 EA. 4 EA. TRACT N0. 26938-1 ►l EA. SHEET 1 5 EA. DATE: DEC. 1963 JT DEPT., RIVERSIDE CO., CA KHALED L.S. L. S. BENCH MARK DETAILED DESCRIPTION: CONSTRUCTION NOTES: 1� CONSTRUCT 0.43' AC OVER 0.93' CL. IL A.B. O CONSTRUCT 0.39' AC OVER 0.50' CL. 11 A.B. O CONSTRUCT TYPE A-6 (6" C.F.) CURB & GUTTER PER RIV. CO. STD. NO. 200. CONSTRUCT TYPE A-8 (8" C.F.) CURB & GUTTER PER RIV. CO. STD. No. 201. J v V r+.Y J :FR Tvnr n 1 (8" n ) GYRB PER RIV. STD.NG. �203 o PER OBARRIER �i'1rTA11 Tl iIC` ["1 irrT 5 vi�l�nn 1\ UL coos -f. 8" thI'cfS A_C'.C. _ lSfab. © CONSTRUCT SIDEWALK PER RIV. CO. STD. 401. 0 PROVICE 3'W X 15' LONG GRADED AC SWALE ® END OF C & G. ® SAWCUT AND REMOVE EX. PAVEMENT (1' MIN.) & FEATHER OVERLAY (2' MIN.). O CONSTRUCT ACCESS RAMP PER RIV. CO. STD. NO. 403. 10 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. NO. 207. 11 CONSTRUCT CURB OUTLET PER RIV. CO. STD. NO. 308. 12 ADJUST EX. UTILITIES TO GRADE (GAS VALVE COVER, GAS VAULT, TEL. RISER BOX). 13 RELOCATE EX. P.P. (BY OTHERS). 14 RELOCATE EX. STRUCTURE. 15 RELOCATE EX. SIGN. 16 PLANT STREET TREES PER GENERAL NOTE NO. 13 ON SHEET 1. 0 STREET LIGHTS. )• 19 LANDSCAPE & IRRIGATION. ?0 SIGNING & STRIPING. 1.0 MILE N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE INT. OF WASHINGTON ST. AND 42ND AVE., 258.28' NE'LY FROM A CUT "X" AND CONC. NAIL IN CURB, 125.58' NULY FROM A CUT -X" IN THE SW'LY COR. OF A CONC. SLAB AT A GAS STATION, 171.51' AND 75.86' NW'LY FROM A 2"X2" WITH NAIL, 134.49' AND 63.11' SW'LY FROM A 2'X2" WITH NAIL, 69.59' NW'LY FROM A CUT -X" AND CONC. NAIL IN DRIVEWAY, 55.49' SW'LY FROM A TAG MARKED LS 2344 ON THE SW'LY SIDE OF PP 19770-1.D., 53.58' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE NE'LY FROM A NAIL AND TIN ON PP X330581-3. UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED BNCH MARK N0. PD -3-3W ELEV. 117.047 RECOMMENDED FOR APPROVAL: ESS/ APPROVED BY: DRAWING N0. 4 rLo-CATION: n.t�, COUNTY 0 F RIVERSIDE ��o ryes y� -Z2 S 4 HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE DAA' c� 2 z FIG. 33950 rn STREET IMPROVEMENT PLAN & PROFILE 02201 ST1 INT. OF WASHINGTON ST. AND 42ND AVE. CHECKED BY: * EXP.016 -3o-9e * TRACT N0. 26938-1 SHEET 1 TRANSPORT DATE: DEC. 1963 JT DEPT., RIVERSIDE CO., CA KHALED (SEE ABOVE RIGHT FOR DETAILED DESCRIPTION) CIV \,- ��a�Q ��� CAL�E� A. 0 AN, RCE NO. 33950 EXP. DATE 06-30-98 TITLE SHEET OF DATE: AP OVED DATE DATE POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.S.M. - SCHEDULE "A" SHEETS 912-G 911 -G N a z < o .. 18.85' FZ PI 13.9 120 3 =� .. 1411 8 < Mt(0.31MV $g 0' EX TP O TZ3 ^ ±1 0.56 2� aa Nh� �.� + 0.� .oz.X) $ mV_ F O S + a �ati v �m /2 W � 115 7 ++ N $ Mm O r� (0.4 . T§Ad $+4 (0.78 8� a5 1 Oct '0� 1$ i40.7a& C To.sac T=N RT. -i � � DETAIL "B" �4T Rr. ®ts 120 " �F)-re 110 RT. PROP. TC � 43' RT• PROP. TCO 434RT/ WCF) (8" CF) a60X � SEE oEt -,A,' PROP. TC O 43' RT. EX. GRD. • R/W RT. _� POW Cugd AM (8 CF) PROP. TC O 43' RT. /4 SEE DET. "B" (8~ CF) FOR CURB RETURN Zf�/ t ri �c ec N 1. L=18.85 mw r^�� V � V N �b _ ._._ �' 0 A/4 /4A4 a L 18.85' FL PI= _ F1913 rN�� i3da4 .i$ho 0^� N�a�M �� Mr�� n �z ism �� v a yJ, /4 �Wm T: z 15.15 e�+0,�2 ..o r- Q`Mv� ti!�1 r` v !�. $ N r N 110 120 L�55.55' m 04 r4i�, r �. �.. � � N ' NwR^�= RN RT. RT. L = 2o.2a /2.35 T cV 1� W ua 10 n► L=54.41. R vi 0 r-.. 8u� TARN ^ Ot1T FL PI=12.79 T--0.60%�/2 W /2 /2 T=0.602 PROFILE SCALES: HORZ: 1" = 40' DETAIL "A" Q VERT: 1"= 4' 0 1 2 3 4 5 6 7 8 9 1J 12' WIDE Bus TURN-OUT SCALE. 1 " = 40 �I CONSTRUCTION NOTES: 40 20 0 40 80 120 I� � � 1 CONSTRUCT 0.43' AC OVER 0.93' CL. IL A.S. SCALE: 1' = 40' V ` x HOVLEY LANE EAST o�° v o � % y m 1i �I� � * � / (~ TRACT \I r 1\10. 0. 1 9 2 9 `9 ® CONSTRUCT TYPE A-8 (8" C.F.) CURB & GUTTER PER RIV. CO. STD. N0. 201. S0' P,k NO. 2-7885 S0' P5�p P r N rn V. 14 (1 H �1 ��� � �. (t��JOOD;-�A��r �\1 COUNTRY CLUB) p. ���� 00 " R 12' 38 P.M.B. 185/3-6 38' 12 °� °O . i h Xo°'x°o bio a, �r h y� 111 a= p�N r. V \�� P ���� const_ 8" thIC/< t?C.C. S/ab . ~ � O� \' s'P�P © CONSTRUCT SIDEWALK PER RIV. CO. STD. 401. ► ��x°° °�° 8 SAWCUT AND REMOVE EX. PAVEMENT (1' MIN.) & FEATHER OVERLAY (2' MIN.). O --- �+ -- -- -- -- -- -- -- -- -- -- -- -- -- -- N 9D CONSTRUCT ACCESS RAMP PER RIV. CO. STD. NO. 403. Tr CITY O r PALM DESERT F IMPROVEMENTS 12 ADJUST EX. UTILITIES TO GRADE (GAS VALVE COVER, GAS VAULT, TEL. RISER BOX). � EX. W T T -T EX. 12" SEWER MAIN T 14 RELOCATE EX. STRUCTURE. y) S S S C/TY C /M/T Z v9'E + r S 5 ' 1A3s4 ` 15 RELOCATE EX. SIGN. N - Nov•1-7 5 s 7 8 S �'- POST FOR 14 "p g WAU(•- O $ Ex.7-t4frk Sifn - EX. 18' D.I.P. WATER MAIN 15 EX. SPEED LIMIT SIGN - PROP. 8' VCP - _ � to - 8 rn ,.� _ EX. EP - - - ' EX. 12" FORCE MAIN �- 16 PLANT STREET TREES PER GENERAL NOTE N0. 13 ON SHEET 1. - W BUTTON W18 1 GAS Y. CI�R ' �1 .r ►N1 • ,.� r %•• W W -:Zlbcam' EX. IMPROVEMENTS 1 G p 1 7rL J'. GAS YIA1N 4 1 6 t' 2 2 T 4 ty 15 - G 'n 1 rrB' '� r,3 ' �6yfi � G 14 GUY X 9 EX. TRAFFIC x ,- ` 3 SIGNAL POLE ,�a g i� ,� 9 u 9 -, (m ^ R/W 9 �BC� 6 ry EX. TRAFFIC * y SIGNAL VAULT 16 r O v - 3 0 7' r6, O �`1''��T1 3: I� I I r 1 ��il 0 i� 4J J :J 3 m F1 G ri 0,-79.21BCR �� v G o ��„ v �e x _ CMWr �D {.� ;�� Stella ��'sj I: ,�,,, �o� � + m cl C� J 0+77.12ECR w 1 , ,\J , P.M.B. 35/100 w I N a , 3 w ro o� v� `� x w , Q3 - m o: �: L ANN �v 2"�a)`ro � n, i S s� JOIN EX. 16 (TYP.) v IMP. m rnl : c, 3 "1 N z N '*MOS --Re /o co -/e Ex. N ,, Q%__ d ��? 1 _ SEE DET. B" ;v o ``' SEE DEt. "A" + (FOR CURB 00 '` rn w I X w c� + ('Ste Sfjt. s) � see G Alan (AOR CURB Rr, RE-TURN PROFILE`) RETURN PROFILE) d + tO z '� L r RA/ J / (` \J (J it it J `, � f 4 0 f 1\10, ` k z o' 50' � For PraP_ p� op- 30' 30' C W 12' 3 Colored Co nate 1n pwy. W/2'conc. LOT 1 10' 20' 20' 10 M.B. 211 /5-7 I 3 a REN1 N0 & i=11.1 NOCE ''vi BASE - AdJ . fz� AC. I � / t� \ (`� Aft, o TRACT 1 1 J. 26938-1 EASTHAVEN RD. 42ND AVE. SEE SHEET 3 CURVE DATA NO. RADIUS DELTA LENGTH TANGENT Underground Service Alert 10 35.00' 89' 04' 10" 54.41' 34.44' WASHINGTON STREET 0 C* TU FPE O 12.00' 90. 00' 00" 18.85' 12.00' 1-800 O3 35.00' 90' 56' 37" 55.55' 35.58' SEE SHEET 1 FOR PRIVATE ENGINEERING NOTE. ® 50.00' 14' 09' 13" 12.35' 6.21' 422-4133 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE O 81.77' 14• os' 13" 20.20' 10. 15' UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT 'I'if0 TrfORKING DAYS BEFORE YOU DIG ® _ HAS BEEN ISSUED. OFEss/ PREPARED UNDER THE DIRECTION OF: PACIFIC ENGINEERING BENCH MARK N0. PD-3-3W ELEV. 117.047 RECOMMENDED FOR APPROVAL: �o QROFAss/ 0ry� APPROVED BY: COUNTY .0 F RIVERSIDE DRAWING N0. �, SH/ & ASSOCIATES LOCATION: ��O �' 02201ST2 dried Const. e nr_ S- Co c. Slgfj s TUr�Ot1l` 3-27_g8 LRS y G A Con c. fiord w . STREET IMPROVEMENT PLAN & PROFILE Relocoted Bus Turn- ^U f 2 /4.5 " S'/ f Oe/ef'ed mod.'yc'ied z DATE: / NO. 32182 y ' i+Ls --. �r �+ J"�zcu �..� CIVIL ENGINEERING•PLANNING•SURVEYING HANDWELL MONUMENT AT 1.0 MI. N LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE � NO. 33950 y rn DEC 31. 00 * * AND ELECTRICAL ENGINEERING SERVICES Center Marilyn on Wash,'ngton St. LRS 98. INT. OF WASHINGTON ST. AND 42ND AVE: �' �-30-98 * * TRACT N0. 26938-1 SHEET 2 L A R. SHINOHARA, RCE 32182 CHECKED BY: FO TRANSPORT ON DEPT., RIVERSIDE CO., CA `req EXP. DATE: 12-31-00 41-230 CARLOTTA DRIVE ► Sh, ted 1)W en trQnce bus Turn -©� f N7y per C. u � 3214S1 � Lie%ted r DATE: DEC. 1963 sj c I V �� �Q KHALED A. OTHMAN, RCE NO. 33950 WASHINGTON STREET OF Constructran L'hgSe Shortened lsctrri�r a0 `� per-CUP-3214 Sl. ID-z�-c OrV� F`� CAt� DATE: 8- ! 4-96 PALM DESERT, CA 92211 (7W) 346-4264 FAX (7400) 779-5994 ( SEE SHEET 1 FOR DETAILED DESCRIPTION) OF CALF EXP. DATE 06-30-98 ' DATE Z:� g POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE "A" S SHEET DATE: REVISION APPROVED DATE NO. 911 -G 120 PI. 14. LT. m N + oz $r O + N- J O v r 4 115 ±� m a ��40 co dn LT. mo; C4 Ci W 1 N 00 xU Za Zt 1.aoZ � j 0% 4 n ~lens0 U J `< ° EX. GRD. • R/W LT. J ago 99 (6 1• s rPRO (PTC • 38' LT. + h Nm 6 O, —' /2 j a0 N ��a. U\ N G tc (1.04 l 8X 0 � ! ON U� •- + M 115+ NO WO +T a. 8 � 105 N 0.7 N = _ FUT. TCO 3s' LT. R T. EX. T. • �� c O m (1.70.%) 0.7 S80 ^ _ O i=' + OCo 0. 105 PROFILE SCALES: H OR Z: 1" = 40' VERT. I'v = 4' 0 1 2 3 4 5 6 7 8 9 10 WASHINGTON ST. SEE SHEET 2 71�Nrr 1\10. 1 -9 2-9-9 ' (W00D1- AVE N COUNTRY CLUB) � 12' 3')5�11 55 : 13 - 26938-1 43' 43' OX N 1 TRANSFORMER do METER POLE \1 0 I -110TRANSFORMER NO POLE HAS UNDERGROUND Ox 00 k I POWER DROP & LINES RUNNING LOT 1 Z f k R r ]WIN -11\1 D T R J 0 0 ky V Iw SOUTH do EAST ONLY. 0 Ip v C (o U) o syy ( 1) Cr 0 �; Q N R S 20/81 ' G' �� m co Q 0 w O O,y 41 o? ��8• aj STAMPED 3 k 4 w z a tt RCOLORED CL 0 < 9 sT Q Q N z 1 �O�jC o pkv 4 Zg�C CONCRETE i } z o~ u �`Z TRAFFIC PER G.P. ` M w O F Q �2 SIGNAL EXPOSED TV "A" '� o o N N I ° > CABLE CONNECTION + o c� + z �) • y. GAS VAULT I � o 1 R/W 13 266.65' l6 TYP- 13 10 4) M 13 R/w 325.33' 15 TRAFFIC 13 �I (o M w II V 3� X X x x x X x X X X 7� ;~ — TV • N PP42935CWT - P97511D 60 PP42934C PP97501D • PP42933CW7 o / W Q b ~ L. R SERs AS VLV. COVER 12 '1�` m �,� 110 1�' $ 6 3 2 �$ GRADE TO DRAT — — — — ��EX. R W — — — — — Q Ld to ao BOX c4tp p A" N EX. 12" WATER i• EX. 6" HIGH POWER GAS MAIN Z LjjW12 MAIN (STUB) N 00 4 ¢ GTE X-ING EX. E.P. 8 s o 10 Q — — I — —11 — — t — — — — — — --� — — — — i — — - -I -H N89'20'32"E 0 00 i° o —b EX. E.P. N r� J� • � � � I Wr l � ~ — �EX.�TEL. CABLE O F �X. R/W N J 40 20 0 40 80 120 Lj SCALE: 1" 40' � I 42ND AVENUE CONSTRUCTION NOTES: = V I 3 , I I r 6,810 2 CONSTRUCT 0.39' AC OVER 0.50s CL. 7I A.B. 55' 40 F'IM. J y 0' O 10 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. NO. 207. 3 r� -y cc� r� P.M.B. 35/100 �3 CONSTRUCT TYPE A-6 (6" C.F.) CURB & GUTTER PER RIV. CO. STD. NO. 200. 0. 2CONSTRUCT CURB OUTLET PER RIV. CO. STD. N0. 308. 1I 88 5 12' 43' 11 P.M.B. 185/3-6 I © CONSTRUCT SIDEWALK PER RIV. CO. STD. 401. 12 ADJUST EX. UTILITIES TO GRADE (GAS VALVE COVER, GAS VAULT, TEL. RISER BOX). 13.ss' O7 11 PROVIDE GRADED SWALE (0-65% MIN.) ® END OF C & G. 13 RELOCATE EX. P.P. (BY OTHERS). IQ� ,a6 8TC 1 FS ® SAWCUT AND REMOVE EX. PAVEMENT (1' MIN.) & FEATHER OVERLAY (2' MIN.). 14 RELOCATE EX. STRUCTURE. Underground Service Alert•�:.-.. •••�--- • ' • •==•- °`--: 2.66% o���.i,\ \ 3,� O9 CONSTRUCT ACCESS RAMP PER RIV. CO. STD. N0. 403. 4 \ M 15 RELOCATE EX. SIGN. In f nh Tf 1 I FFA ..oX TWO 1fORKII1G DAYS BElF•ORE YOII DIG nU i t: WUKK WN TAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT eESSI HAS BEEN ISSUED. SN � H PREPARED UNDER THE DIRECTION OF: P ACI FI C ENGINEERING BENCH MARK NO. PD -3-3W ELEV. 117.047 RECOMMENDED FOR APPROVAL: APPROVED BY: eROFEss/ COUNTY O F RIVERSIDE DRAWING N0. • & ASSOCIATES LOCATION: F4 0Jko W NO. 32182 lL. �i��CIVIL ENGINEERING•PLANNING•SURVEYING HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. �P y �, STREET IMPROVEMENT PLAN &PROFILE 02201ST3 * DEC. 31,Z000 * LYD A R. SHINOHARA, RCE 32152 AND ELECTRICAL ENGINEERING SERVICESDATE: FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE � N0. 33950 EXP. DATE: 12-31-00 41-230 CARLOTTA DRIVE ` INT. OF WASHINGTON ST. AND 42ND AVE. CHECKED BY: * �'-3o-9s * TRACT NO. 26938-1 SHEET 3 ti OF CALF 8 PALM DESERT, CA 92211 Ic heel o 3 - . 4 S ^10V e 3 79 FAL g DATE; DEC. 1963 ` P FO ANSPORTA O DEPT., RIVERSIDE CO., CA DATE: - 4-9� (7C�p) 346-4264 FAX (Tbp) 779-5994 �O-2'-�� T C\ KHALED A. OTHMAN, RCE NO. 33950 NO. REVISION APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION) DATE: o CA��F EXP. DATE 06-30-98 42ND AVENUE of DATE 8 Z'=• POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE "A" S SHEET CURVE DATA PLANT STREET TREES PER GENERAL NOTE 1-800 NO. 13 ON SHEET 1. '•A"- 422-4433 NO. RADIUS DELTA LENGTH TANGENT DETAIL W �/ RET . BASIN BOTT. EL. = 106.1 SEE SHEET 1 FOR PRIVATE ENGINEERING NOTE. 1O 35.00' 90' 56' 37" 55.55' 35.58' _ VERT. 1 " 4' TWO 1fORKII1G DAYS BElF•ORE YOII DIG nU i t: WUKK WN TAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT eESSI HAS BEEN ISSUED. SN � H PREPARED UNDER THE DIRECTION OF: P ACI FI C ENGINEERING BENCH MARK NO. PD -3-3W ELEV. 117.047 RECOMMENDED FOR APPROVAL: APPROVED BY: eROFEss/ COUNTY O F RIVERSIDE DRAWING N0. • & ASSOCIATES LOCATION: F4 0Jko W NO. 32182 lL. �i��CIVIL ENGINEERING•PLANNING•SURVEYING HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. �P y �, STREET IMPROVEMENT PLAN &PROFILE 02201ST3 * DEC. 31,Z000 * LYD A R. SHINOHARA, RCE 32152 AND ELECTRICAL ENGINEERING SERVICESDATE: FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE � N0. 33950 EXP. DATE: 12-31-00 41-230 CARLOTTA DRIVE ` INT. OF WASHINGTON ST. AND 42ND AVE. CHECKED BY: * �'-3o-9s * TRACT NO. 26938-1 SHEET 3 ti OF CALF 8 PALM DESERT, CA 92211 Ic heel o 3 - . 4 S ^10V e 3 79 FAL g DATE; DEC. 1963 ` P FO ANSPORTA O DEPT., RIVERSIDE CO., CA DATE: - 4-9� (7C�p) 346-4264 FAX (Tbp) 779-5994 �O-2'-�� T C\ KHALED A. OTHMAN, RCE NO. 33950 NO. REVISION APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION) DATE: o CA��F EXP. DATE 06-30-98 42ND AVENUE of DATE 8 Z'=• POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE "A" S SHEET 11yr Et0 6�g4.Z� 000 = L� II II I ----------1 -- I II I I FUT. FAST 1I - II it I u II Fnnn I . .� PROP. C & G-1/ LO co- ©i /2l VeR S1 E -------------------- - ------- ----- E x. obl.Ye/%M/ Lf" �eS - - - - CDetail 28jto Re_n-pa n- -- ciTY-Limer LO in C/Ty pF PALM OESE SCALE.- 1" = 40' 40 20 0 40 80 120 SCALE- 1 " = 40' EX. R/W `a ko TR'ACT 1v0. 19299 Q M.B. 136/36-37 W 3"2 © Added Canc • Slab Z $u5 7Ztrn-0a, - RELOCATE EX. TRAFFIC SIGN Prod. , Det4i / /1 Strr p; n9 '6y Ci f y or P41fn Descl-t /Vote: A1104-St Striping Signage located ouafs:de of County RtdV sha// be ><urni Shed �` i n s to/%d by the Deve /o pe, - maintained by >he ©wnerES). REVISIONS RECOMMENDATIONS 010cated d4S Turn-0z;t d 4.5o' S"/ Dele-ted 240 2 REVIEWED BY DATE modified oe/7 ftr Median ?,,rL-Tqon h/oshington St e WOOD POSTS WITH ANCHOR /5 BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. 4 QReloca-ted OUS %Ur'n-OC.(t f Drive -ways and Rev/'S'ew ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVE- L.S. MENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. &A - 1a-tiq . /e per CUP 32 14 S 1. e Revj'Sed Qt 65t. VeletedPhoing ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. EA. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS SHALL N0. DESCRIPT10N APPR. DATE ESS/p�, SHI,y� 0 NO. 32182 y * DEC 31, 2000 `i Cly\`' �R PREPARED UNDER THE DIRECTION OF: aL 4 !Ti / � - J kui1_Lak41x_1 � I a: I I \I T 1 I i� I o I I X w � I 0 h I CL iZLdi _jxl w a3 0O I J U J uj W J 1 I 1 x CL m �a W � I W aW End f?ev.Curve I Meet 6.C- Dbl- Yel. Lines I v j IU y a � I a c I I z r r 00 1 7 W Lae . Rev. R1 6 I 1 CL Curve End I Ex. Obl. Yellow L; neS 1 � 18' '18't z � Y 50 1 1 30' Q � I � 38' i 20' 12'141 I Of I 16" I a I 1 1 1 P �P %tib 0. 00 00 ' o" o"� r , L--------- 1 ` sssss. EX. PAVEMENT MARKINGS (TYP.) r 1 1 r 1 I r l l 1 I r i 1 1 I 1 r 1 1 ! r 1 1 l ZO' ■ � r � � H OVLEY LANE EAST : 12-31-00 DATE: /2-15-96 GENERAL NOTES 1. TRAFFIC STRIPES, PAVEMENT MARKINGS PER CALTRANS TRAFFIC 240 MANUAL, STANDARD PLANS & SPECIFICATIONS, LATEST EDITION. 2/ O 2. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON e X e WOOD POSTS WITH ANCHOR /5 BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. 4 3. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVE- L.S. MENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. &A - 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. EA. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COATS. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD. 7. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALIRANS STANDARD PLANS DETAILS. 8. THE COUNTY SHALL INSTALL SIGNING, STRIPING IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER. Developer sha/1 �urn;sh f 1nSt4?// 4// fherrnop/QSf/C. QTY. EST. A va to / un. t /,235 L.F. 240 L. F. 2/ O L. F. 294 5 . F. /5 s.F. 4 EA. L.S. 2 &A - Z EA. / EA. SIGNING, STRIPING, MARKING LEGEND: 10 PAINT a DASH WHITE (DETAIL 11). 02 PANT 4'/4' DOUBLE YELLOW (DETAIL 21). Q3 PAINT Ir SOLID V&17E ( D ETA /L 37/3). A,,-3PLY /2" $LUL/O w14,eTE CROSS WALK fG1/N1TC.INE-r14EI21%-ioPC.A5TI6, L/ Oy DEVE(_OPER. OApPLy rypElV ARROW 111AANIA14S 7146AA40PLASrIC, ay 4EVEL-OPER PEA CALrAANS STD CJUL.'92 EQ). © INSTALL R1 SIGN & POST. 70 REMOVE ALL CONFLIC1NG STRIPES AND/OR PAVEMENT MARKINGS 1gy- SAND BLS► S T/n/G, 0Y O E VE LO PER . ® JNSTALL R 17 5!aN• q INSTALL RID S/CsA� 'e POST. o 1AISrALI. A7 S(c3-Ov e PoS7- Noce See Sheet 5 for S19n41 Modi fi'ecttian P/cin. PACIFIC ENGINEERING & ASSOCIATES CIVIL ENGINEERING - PLANNING - SURVEYING AND ELECTRICAL ENGINEERING SERVICES 41-230 CARLOTTA DRIVE PALM DESERT, CA 92211 (760) 346-4264 FAX (76a) 779-5994 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY MIKE M. GHA AMANI, ASSOCIATE CIVIL ENGINEE DATE R.C.E. NO. 45720 ,-.EXP. DATE: 12-31-98 10 FRFe�q r COUNTRY CLUB DR m WOODHAVEN SITE a COUNTRY 5U N cn CLUB N I o0 42ND Z:,'AVENUE CITY OF Z COUNTY OF PALM DESERT RIVERSIDE FRED WARING I UKIVt MINI TY MAP N.T.S. SEC. 7, T.5S., R.7E., S.B.M. TRACT NO. 26938-1 COUNTY OF RIVERSIDE SIGNING & STRIPING PLAN WASHINGTON ST. & 42ND AVE. SCALE: J.N. 22-01-00 1"=4-O' __ SHEET 4 s OF # 02201 SG1 HOVLEY LANE EAST N I 20 10 0 20 40 60 I I I I I N I N Q I I I r• I II I I I w II I SCAM: ,- 20' I I � o� I I I V, II I I N I lz} II I TO SIGNAL i t I I q l m i ,r 20' 1 I W - -I 0 3 0 � U i U W I w c -�- _ FM18 \ ' � AB TYP. / EX. SIGNAL TO REMAIN I •+ _ ,,,j � T 5 r r N 4 r.. I � I� I I .3 I TYP. I � I I i I� I I wI I X w 42ND AVENUE �\ EX. SIGNAL TO REMAIN � �fl G ! TY DF A4 LM —T WA&Fff4GTOIIV STREET — — FM18 — -T— S12 —T— S12 — PROP. CURB BARRIER (8r CF) GOunIT Y OF Ri v&RStolE GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPT. OF TRANSPORTATION (CALTRANS) STD. PLANS AND SPECIFICATIONS DATED JULY 1992, AND STANDARD COUNTY REQUIREMENTS. 2. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. ALL CONDUIT SHALL BE 2" RIGID METAL UNLESS SHOWN OTHERWISE. 4. DETECTOR LOOPS SHALL BE 6—FOOT DIAMETER LOOPS OR 6' X 10' AS SHOWN ON PLAN. DETECTOR LEAD—IN CABLE SHALL BE TYPE B. 5. SEE SHEET 4 FOR SIGNING AND STRIPING PLAN. 6. REFER TO RIVERSIDE COUNTY "AS BUILT' DWG. BY RBF & ASSOC. FOR EX. SIGNAL PLAN (COUNTY FILE # 902—Y SHEET NO. 9). 7. SALVAGED SIGNAL EQUIPMENT SHALL BE DELIVERED TO COUNTY YARD, 2950 WASHINGTON ST., RIVERSIDE. 0 REMOVE & SALVAGE EXISTING PPB POST & PULLBOX. FILL HOLE WITH CLASS 2 BASE. 12' 4t FURNISH & INSTALL NEW TYPE 26-4-80 POLE FOUNDATION. B) RELOCATE EXISTING TYPE 26-4-80 POLE TO NEW POLE FOUNDATION. C) REMOVE AND SALVAGE EX. 40—FOOT SIGNAL MAST—ARM. v D) FURNISH & INSTALL NEW 45—FOOT SIGNAL MAST—ARM. E) 42ND AVENUE �\ EX. SIGNAL TO REMAIN � �fl G ! TY DF A4 LM —T WA&Fff4GTOIIV STREET — — FM18 — -T— S12 —T— S12 — PROP. CURB BARRIER (8r CF) GOunIT Y OF Ri v&RStolE GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPT. OF TRANSPORTATION (CALTRANS) STD. PLANS AND SPECIFICATIONS DATED JULY 1992, AND STANDARD COUNTY REQUIREMENTS. 2. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. ALL CONDUIT SHALL BE 2" RIGID METAL UNLESS SHOWN OTHERWISE. 4. DETECTOR LOOPS SHALL BE 6—FOOT DIAMETER LOOPS OR 6' X 10' AS SHOWN ON PLAN. DETECTOR LEAD—IN CABLE SHALL BE TYPE B. 5. SEE SHEET 4 FOR SIGNING AND STRIPING PLAN. 6. REFER TO RIVERSIDE COUNTY "AS BUILT' DWG. BY RBF & ASSOC. FOR EX. SIGNAL PLAN (COUNTY FILE # 902—Y SHEET NO. 9). 7. SALVAGED SIGNAL EQUIPMENT SHALL BE DELIVERED TO COUNTY YARD, 2950 WASHINGTON ST., RIVERSIDE. 0 REMOVE & SALVAGE EXISTING PPB POST & PULLBOX. FILL HOLE WITH CLASS 2 BASE. J A) FURNISH & INSTALL NEW TYPE 26-4-80 POLE FOUNDATION. B) RELOCATE EXISTING TYPE 26-4-80 POLE TO NEW POLE FOUNDATION. C) REMOVE AND SALVAGE EX. 40—FOOT SIGNAL MAST—ARM. D) FURNISH & INSTALL NEW 45—FOOT SIGNAL MAST—ARM. E) FURNISH & INSTALL NEW STREET NAME SIGN MOUNTING BRACKET. F) INSTALL EX. SALVAGED VEHICLE SIGNAL HEADS. G) INSTALL EX. INTERNALLY—ILLUMINATED STREET NAME SIGN. H) FURNISH AND INSTALL NEW TYPE B PEDESTRIAN PUSHBUTTON (PHASE 4). 1) REMOVE EX. SIGNAL POLE FOUNDATION AND ANCHOR BOLTS TO ELEVATION 116.10. FURNISH & INSTALL NEW 6—FOOT DIAMETER LOOPS PER COUNTY SPECS. �4 FURNISH & INSTALL NEW 6' X 10' DETECTOR LOOPS WITH TYPE B LEAD—IN CABLE. SEE SIGNING & STRIPING PLAN ON SHEET 4. FURNISH AND INSTALL ONE DLC IN EX. CONDUIT TO CONTROLLER CABINET. �7 FURNISH AND INSTALL 1 INDUCTOR LOOP DETECTOR UNIT FOR DETECTOR 3—E-4 INTO EX. TRS} pFIC SIGNAL CONTROLLER . A) FURNISH & INSTALL NEW TYPE 1—A POLE FOUNDATION. B) REMOVE EX. TYPE 1—A POLE FOUNDATION TO ELEVATION 115.5. C) INSTALL SALVAGED 1—A POLE & SIGNAL HEAD ONTO NEW FOUNDATION. �s FURNISH & INSTALL 2" CONDUIT. PucL n/Ew SIGNAL STREET L/6117-IN6 WfAE As ivEEDED_ THERE WILL BE NO SPLICES IN SIGAIAL LIRE. 10 FURNISH & INSTALL DLC. 9 17,- 6