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Art3_Redlands_FY17_BikePed_EValleyInterconnect_Design CONSTRUCTION PLANS FOR CITY OF REDLANDS EAST VALLEY CORRIDOR BIKE ROUTE INTERCONNECT PROJECT GENERAL STREET IMPROVEMENT NOTES CITY PROJECT No. 47029 1. ALL WORK SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK),"LATEST EDITION (INCLUDING THE LATEST SUPPLEMENTAL AMENDMENTS THERETO), THE "STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION,"LATEST EDITION (INCLUDING THE LATEST SUPPLEMENTAL AMENDMENTS THERETO), AND THESE CITY OF REDLANDS STANDARD SPECIFICATIONS. ALL WORK SHALL BE COMPLETED TO THE SATISFACTION OF OV R b THE PUBLIC WORKS DIRECTOR OR APPOINTED REPRESENTATIVE. 1�� CONSTRUCTION NOTES 2. THE APPROXIMATE LOCATIONS OF KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THIS PLAN. THE UTILITIES ARE PLOTTED FROM RECORD AND FIELD DATA. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF / REMOVE EXISTING CONCRETE CURB, GUTTER, WALL, ROCKS, SOIL, PAVEMENT, FENCE, SAID LINES WHETHER SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES O A.C. DIKE, DRIVEWAY AND CONCRETE, ETC. AS NEEDED FOR CONSTRUCTION AND AS PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF UNDERGROUND LINES. ' SHOWN ON PLANS. 3. STREETS MAY BE REQUIRED TO HAVE A SEAL COAT APPLIED AT THE OPTION OF THE PUBLIC WORKS DIRECTOR OR 1\'d�L REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND APPOINTED REPRESENTATIVE. TYPE OF SEAL COAT IS TO BE DETERMINED BY THE PUBLIC WORKS DIRECTOR OR \ \ �� O REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF APPOINTED REPRESENTATIVE. BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. �pOR A'f�4 O 4. RESURFACE EXISTING ROADWAY, AS DIRECTED BY THE PUBLIC WORKS DIRECTOR OR APPOINTED REPRESENTATIVE, DUE ADJUST UTIUTY TO GRADE AS SHOWN ON PLANS. TO UTIUTY INSTALLATIONS AND CONSTRUCTION DAMAGE. O PROTECT IN PLACE AS SHOWN ON PLANS. 5. EXISTING STRIPING SHALL BE REMOVED AND REPLACED AS NECESSARY. NEW STRIPING AND PAVEMENT MARKINGS O CONSTRUCT 4" A.C. PAVEMENT OVER 8" CAB OVER 95%COMPACTED SHALL BE INSTALLED IN ACCORDANCE WITH THE STRIPING PLAN APPROVED BY THE PUBUC WORKS DIRECTOR OR NATIVE. APPOINTED REPRESENTATIVE. O CONSTRUCT TYPE Al-8 P.C.C. CURB PER APWA STD. PLAN 120-2. 6. CURB INSTALLATIONS AT LESS THAN 0.50% GRADE SHALL HAVE CONSTRUCTION STAKES SET AT 12.5 FOOT (3.8 M) O INSTALL GROUTED COBBLES OVER 95%COMPACTED SUBBASE PER DETAIL MAXIMUM INTERVALS AND ALL CURB FORMS SHALL BE CHECKED FOR GRADE COMPUANCE PRIOR TO CONCRETE POUR. C ON SHEET 2. MAXIMUM DEVIATION FROM DESIGN PROFILE GRADE AT ANY LOCATION SHALL BE 0.0 1 FOOT(3 MM). —— O APPLY TYPE II REAS SLURRY SEAL. PROPOSED CLASS II BIKE LANE CONSTRUCT A 2'RAISED ISLAND BREAK EVERY 25' O.C. PER DETAIL"D" 7. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE SEE SHEETS 8-13 O ON SHEET 2. THE "ENCROACHMENT PERMIT' WILL BE VALID. FOR YOUR DIG ALERT ID NUMBER, CALL UNDERGROUND SERVICE ALERT —_ —— 10 CONSTRUCT CURB RAMP PER APWA STD. PLAN 115-5, CASE B TYPE 1. (TOLL FREE)AT 1-800-227-2600, TWO WORKING DAYS BEFORE YOU DIG. J F N CITY BOUNDAR 11 CONSTRUCT RAMP APPROACH PER APWA STD. PLAN 110-2 8. SOILS REPORT WITH LABORATORY TESTS OF THE "R" VALUE AND SOILS ENGINEER'S STREET STRUCTURAL SECTION ROP SE D CLASS III BIKE �' ¢ RECOMMENDATION SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO ISSUANCE OF THE ENCROACHMENT i PERMIT. OUT SEE SHEET 14 I m 12 CONSTRUCT 6"SIDEWALK PER APWA STD. PLAN 113-2 a 9. ASPHALT CONCRETE PAVEMENT SECTIONS ON NEW STREETS GREATER THAN 3 INCHES (75 MM) THICK SHALL BE 13 RELOCATE FIREHYDRANT AND BURY AS SHOWN ON PLANS./ CITY BOUNDAR PLACED IN A MINIMUM OF TWO LIFTS WITH THE LAST LIFT BEING DELAYED UNTIL 95% OF ALL DEVELOPER CONSTRUCTION HAS BEEN COMPLETED. 10. THE FINAL PAVEMENT OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED � RIVER BLUFF UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, COMPACTED, TESTED AND ACCEPTED BY THE CITY, ALL ON—SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED AND ALL PROPOSED CLA S IV BIKE LANE LEGEND: UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE SEE SHEETS 5-8 CITY. z N PIONEER VE ON PROPOSED CONCRETE EXISTING CURB &GUTTER 11. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH o EXISTING EDGE OF PAVEMENT ¢ CONSTRUCT A.C. PAVEMENT THE COUNTY SURVEYOR. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER a 2.�o REMOVE EXISTING EDGE OF RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE PROJECT. a z PAVEMENT w v SA BERN R I E TYPE II REAS SLURRY SEAL. SIGNING AND STRIPING GENERAL NOTES SAN BERNARDINO AVE a N T EX. TREES/LANDSCAPE mm EXISTING RIGHT—OF—WAY EX. STREET LIGHT 1. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM ¢ PROPOSED RIGHT—OF—WAY TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: ¢ ®—••--•.. CITY BOUNDARY EX. SANITARY SEWER MANHOLE o w A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS,(S.A.E)UNLESS OTHERWISE NOTED. EXISTING SIDEWALK ® EX. WATER VALVE _ S. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED. LUGONIA AVE L GONA AVE UG NA EXISTING CHAINLINK FENCE EX. FIRE HYDRANT E °^ I C. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING REMOVAL PROCESS SHALL BE REPLACED PRIOR TO INSTALLATION PROPOSE CLASS II K EXSTING OVERHEAD LINE O EX. POWER POLE OF STRIPING AND MARKINGS. 10 LANE - - EXISTING GAURD RAIL D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING REMOVAL PROCESS SHALL BE REPLACED PRIOR TO INSTALLATION OF E S E TS ZT x x REMOVE EXISTING CHAINLINK FENCE EX. GUY WIRE STRIPING AND MARKINGS. N REMOVE GUARD RAIL REMOVE TREES/LANDSCAPE rt E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION OF INDEX OF SHEETS VICINITY MAP " ' PROPOSED GUARD RAIL ----- REMOVE STREET LIGHT NEW OR REPLACEMENT STRIPING AND MARKINGS. SHEET 1 —TITLE SHEET&VICINITY MAP N.T.S. W E x—z PROPOSED PVC FENCE PROPOSED DETECTABLE F. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL SHEET 2 —DETAIL SHEET WARNING SURFACE THICK(DRY),UNLESS OTHERWISE NOTED, SHEET 3-4 —STREET IMPROVEMENT PLANS g SHEET 4-14 —SIGNING AND STRIPING PLANS PROPOSED PEDESTRIAN LIGHT SHEET 15-17 —TRAFFIC SIGNAL PLANS G. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT,WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND CITY OF REDLANDS MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. Plea Prepared By.MING GUAN R.C.E.7S793 p PaDG GUNA! Municipal Utilities and Engineering Department H. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL ,� �N q � MEASURES,IN ACCORDANCE W1111 THE CITY AND STATE STANDARDS. Date EAST VALLEY CORRIDOR I. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS KOPA No. 93 A BIKE ROUTE INTERCONNECT AND AS DIRECTED BY THE CITY ENGINEER. * .B/3 * PROJECT NO.47029 UNE M 2 INCHES ov—EIN1 1 AT FULL SIZE 3190C Snelmystreae ATfOFCAUF \ TITLE SHEET 1�1 �IIII'\IIII\�=I('III VIA II'I IIIIII IIIIII�I'II F NOT 2'-SCALE ACCORDINGLY JJa CS OntaroCalforna9l]fi4 Tel'.P90)8 -q6 Far.(wq)e90- " Dwlgnad by. FMR ReMewed By Data: 10/10/19 MG Dwtae d DabeA B.anaaM Mamma.R.C.E.758/8 Dab BENCHMARK checked by. Approved By DIAL/LOG-0N 2 WORKING DAYB �� — CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. Wr' Dmdd P.Ya Prbabd Prolad ld w ,N.C.E.d 8 Dab BEFORE YOU DIG BEFORE YOU DIG Dyty� R-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF 10/10/19 —digalert.org DIAL:811 � 1\i!() „�L n 1 U ORKS 1 ORANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Data: — BI"I1 of 17 Sheets RETURN. Letter Deecrlptlon Date Ingid Inklal InRid Che.ed by Saale: Ha jI AS SHOWN COORDINATES ARE CALIFORNIA STATE PLANE,ZONE 5,(NAD83), AS SHOWN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BY GPS OBSERVATIONS. Revisions � Vart• 6"WHITE SKID—RESISTANT GREEN PAINT PER SPECIFICATIONS THERMOPLASTIC BIKE LANE LINE AROUND BIKE SYMBOL AND ARROW PER CALTRANS STD. PLAN A20D, DETAIL 39. "W CALLED OUT ON PLAN AS SHOWN ON PLANS 6"WHITE SKID RESISTANT TYPE G WHITE SKID—RESISTANT THERMOPLASTIC BIKE LANE LINE THERMOPLASTIC BIKE LANE WHITE SKID—RESISTANT THERMOPLASTIC PER CALTRANS STD. PLAN A20D, SYMBOL WITH PERSON BIKE LANE ARROW PER CALTRANS STD. 8' 4' 8' 4' (��DETAIL 6"WHITE SKID—RESISTANT CALTRANS STD. PLAN A24C. PLAN A24A. DETAIL 39. THERMOPLASTIC BIKE LANE LINE 6"(1VP.) DIRECTION OF TRAVEL 4^WHITE STRIPE ER CALTRANS STD. PLAN A20D, 39A. DETAIL "E" O 5^ �,�s• 5" SOLID LANE LINE (NTS) m m GREEN PAINT PER SPECIFICATIONS 3 g'�T�� �x o BETWEEN DETAIL 39A AND DIRECTION OF TRAVEL EX. C/G a x GUTTERLINE/BIKE LINE 1 EX. C/G 1 DIRECTION OF TRAVEL 6"YELLOW STRIPE DETAIL "A" DETAIL "B" DETAIL "F" GREEN BIKE LANE SYMBOL DETAIL(NTS) DASHED GREEN BIKE PAINT DETAIL CENTER LINE BIKE MARKING (NTS) (NTS) CONSTRUCTION NOTES VAR. (94'-104') O REMOVE EXISTING CONCRETE CURB, GUTTER, WALL, ROCKS, SOIL, PAVEMENT, FENCE,A.C. DIKE, DRIVEWAY AND CONCRETE, ETC. AS NEEDED FOR CONSTRUCTION AND AS SHOWN ON PLANS. REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND 12' 12' 11' 11' 10' 12' VAR.(12'-16') VAR. (12'-22') O REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF 2, BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. CLASS IV LANE LANE LANE MEDIAN LANE LANE LANE BIKE LANE 3 ADJUST UTILITY TO GRADE AS SHOWN ON PLANS. 3' O PROTECT IN PLACE AS SHOWN ON PLANS. EX. C/G EX. C/G 4"P.C.C. O CONSTRUCT 4" A.C. PAVEMENT OVER 8" CAB OVER 95%COMPACTED 6 5 g PAVEMENT 6 2 NATIVE. i—� OVER 6 CONSTRUCT TYPE Al-8 P.C.C. CURB PER APWA STD. PLAN 120-2. / VAR.(1%_3%) _____ __------__—__ VAR.(1%-3% 8"CAB O �-___-___—_`— -------------------- ---------------- —Z__ INSTALL GROUTED COBBLES OVER 95%COMPACTED SUBBASE PER DETAIL r---_J � -- C ON SHEET 2. TYPICAL MEDIAN f iv O APPLY TYPE II REAS SLURRY SEAL. DETAIL O CONSTRUCT A 2' RAISED ISLAND BREAK EVERY 25'O.C. PER DETAIL"D" ON SHEET 2. 1" MAX SEPARATION A A 10 CONSTRUCT CURB RAMP PER APWA STD. PLAN 115-5, CASE B TYPE 1. BETWEEN THE TOP OF k' •u'.•. ADJACENT ROCK 11 CONSTRUCT RAMP APPROACH PER APWA STD. PLAN 110-2 SURFACES M N V 7 \ 1"MIN AND 1}"MAX K'1 :�d:; 12 CONSTRUCT 6"SIDEWALK PER APWA STD. PLAN 113-2 \ BETWEEN TOP OF ROCK SURFACE AND TOP OF ROCK(FLATTEST SIDE UP) MORTAR 13 RELOCATE FIREHYDRANT AND BURY AS SHOWN ON PLANS. / 3• \ d`• K .?" O / EMBED 50%TO 80%IN CONCRETE. ROCK SHALL BE 1"MAX SEPARATION BETWEEN 4"-8"IN DIAMETER MORTAR EXPOSED ROCK SURFACES AFTER / 7 \ MORTAR IS APPLIED N / 2 5 6 6 5 2 1 6 - -- ABBREVIATIONS 8 --- 5 2 PROP. PROPOSED P.C.C. PORTLAND CEMENT CONCRETE RT RIGHT --- EX. 4" A.C. EX. 4" A.C. —_—� 2' EX. EXISTING FH FIRE HYDRANT EA EACH --— EX. 8" I Y' 4"P.C.C. TEMP. TEMPORARY TELE TELEPHONE A.C. ASPHALT CONCRETE 1 BASE —BASE 7 6 9 CU ENT 6 7 EG. EXISTING GROUND WV WATER VALVE BEG. BEGIN 8"CAB EP EDGE OF PAVEMENT WM WATER METER TRANS. TRANSITION / FL FLOW LINE PB PULLBOX WILY NORTHERLY \ 8"CAB 6"M N CF CURB FACE MH MANHOLE STY SOUTHERLY B 8"CAB "" TC TOP OF CURB G GAS VALVE E'LY EASTERLY \ 95%COMPACTED .�•y / SUBBASE .'\ •�9•`.n.,. „."::','.':::;..., ;'•.' BCR BEGINNING OF CURB RETURN E ELECTRICAL E'LY EASTERLY \ / CONCRETE BASE ECR END OF CURB RETURN T TELEPHONE STA. STATION \ — CL CENTERLINE M MAILBOX ELEV ELEVATION SECTION A—A R/W RIGHT—OF—WAY PP POWER POLE ULT.R/W ULTIMATE RIGHT OF WAY BVC BEGIN VERTICAL CURVE EA EACH DETAIL "D" EVC END VERTICAL CURVE LT LEFT RAISED ISLAND BREAK DETAIL DETAIL "C" (NTS) SAN BERNARDINO AVE TYPICAL SECTION AND MEDIAN SECTION DETAILS Plea Prepared By-.MING GUAN R.C.E.7S793 CITY OF REDLANDS STA. 10+52.54 TO STA. 61+80.31 p AOfESS G GUq e Municipal Utilities and Engineering Department (NTS) K$PA Date T EAST VALLEY CORRIDOR ND. 93 BIKE ROUTE INTERCONNECT LEGEND' ONE IS 21SIZE5 0 ;oN Mµ�w ENT aML * 6/ * PROJECT NO.47029 I�"��IIII�IIIh�'I� AT FULL SIZE 3190 C Shelby street ATfOF CAUF \ DETAIL SHEET LS F NOT 2"—SCALE ACCORDINGLY Ontario,California 91]fi4 PROPOSED CONCRETE Tel'.ry09)e90-9693 Fax ryW)890-9694 FMR ReNewed By. Designed by. Data: 10/10/19 CONSTRUCT A.C. PAVEMENT BENCHMARK Ch-k d by. MG Dmtan d DIen GyFsaFp RGE 758N Dd. CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 Apprarad 8X DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG PROPOSED TYPE II REAS SLURRY SEAL SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. Wr' Dmde P.Ye "dpd ftj o li a ,R.aE 198I8 Doh R-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/19 ORANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB 2 17 DIAL:811 RETURN. attar Oeecrptlon Data Initltl Inklal Inild Cheledby Scale: HxtLASSHOWN —dlgalert.org Sheets A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT BY OPS AOBSERVATONgIFORNIA STATE PLANE,ZONE 5,(NAD83), Revisions Data: — v L AS SHOWN STA 21+00.00 ELEV= (1110.1l') SAN BERNMDINO AVE BEG. MEDIAN MEDIAN = 1110.78' END MEDIAN STA 17+84.98 END MEDIAN STA 12+00.00 STA- - 2.66 STA 21+49.06 LEV= (1107.03') 12 � � 105.94') 1 ZAX, ELEV N (111 11.19 v ELEV= 1101.40' TC=1107.64' H 4 ( ) ELEV-+13 ___>__. __ ___. _,___-,--` MEDIAN = 1111.19' q MEDIAN 1102.0T (L LT=42.92' �__-,_--_.-- ---"----- 0 R 4 = " TC-1106.E LT-42.08' G t �':"-°-" STA 20+00.00 a 10 ��, f*e -STA 18+00.00 STA 19+00.00 ELEV= 1108.93') 0 12 �,`� '"�� - V- (1108.07') ( b STA 13+00.00 5 STA 100.00 ST5+00.00 STA 16+00.00 _ ELEV= (1107.13') �IEIAN - 1 4 -MEDIAN = 1109.60'ELEV= (1102.7l') ELEV= (1103.68') - ELEV- (1104.59) o_ ELEV= (1105.60') MEDIAN = 1107.80' O ---1106.2T ----- -- O_MEDIAN 1103.38' MEDIAN = 1104.35'3 EDIAN = 1105.2E - ---- -------- -- - - - -u ��� -- --- -- --o - _moo -- 5 - - _ rn/ 5 20+00 0- - +2 11+00 22 s 7(H O / / 6 a TYP 7 -�TYP. 7 6 19+0� �� �'I'� 8 8 / 6 4 MH - 10+00 /� 11+00 X2+00 13+00 - 14+00 15+00 16+00 ��- 17+00 8+00 - 8 4 _ MH 4 8 �MHw SLURRY SEAL LIMITS0.94 ��� WV 4 O1 4 MH ro STA. 10+3 _ 4 MH + \ JJJ g WV 4 / 0 o i I J o we MOUNTAIN VIEW AVE BEG. MEDIAN STA 31+00.00 STA 2 7 (111 ELEV2(1111117') � � BER� M040AVE MEDIAN 12 250' BEG. MEDIAN MEDIAN = 1111.78' END IAN -STA 31+93 01 STA-2 00.00 STA 27+00.00 - STA 30+0 00 0 1 STA 31+D04.97 LE 12 .97') - ELEV= (1114.77') ELEV (1116.94') o ELEV- (1120.43) ELEV= 1121.89') ELEV= (1126.50') MEDIAN = 1115.44 ---*- " -. „__ MEDIAN = 1117.60' / = 1 ( S,2 / - --- -, _G _,____,_ _L._ w____,_, MEDIAN 112.10' TC=1122.56' 1 C• MEDIAN = 1127,17' -�STA 23+00 00 STA 24+00.00 ------- --------- gp -STA 26+00.00 _ ___ ___ - STA 28+00.00 -- STA 29+00.00 LT-39.00' Lj`''�5, _ ELEV= (1115.72') 4 5 _ +00.00 STA 33+00.00 STA 34+00.00 2 5 1 A.C. ELEV= (1112.19') - - (1113.34') ELEV= (1118.14') ELEV= (1119.35') (1123.18') ELEV= (1123.98') ELEV= (1125.23') MEDIAN = 1112.86'_ --=MF111 " ---- MEDIAN = 1116.39' _ _ - _-------- -; - MEDIAN 1118� - 1123.8 N - 46 MEDIAN - 1125 -----------------MEDIAN 1120.02' 2 - 7 90--CEO ------ - --------00 7 TYP23+00 -24+00 2.,+00 2 26+00 - --- _ y I- �+ - - -h - - -I� ��/ 27+00 may, 4�MH --- 6 U 5 6 7 TYP 7 TYP. 2 6 3 �7 / �TI1 28+00 o L 8 29+00 30+00 1 0 32+00 33+00 34+00 35 r SEE DETAIL"3" + �i BELOW - 8 + - hl2 m STARRY L LIMITS 31+11_ =np S ® 8 CONSTRUCTION NOTES REMOVE EXISTING CONCRETE CURB, GUTTER, WALL, ROCKS, SOIL, PAVEMENT, FENCE, LEGEND: O7 A.C. DIKE, DRIVEWAY AND CONCRETE, ETC. AS NEEDED FOR CONSTRUCTION AND AS _ ---- SHOWN ON PLANS. -- REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND TYPE II REAS SLURRY SEAL. I O MOH CONTRACTO R,LIMITS TO THE SHOWN NCLOIG PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY T I I---_--_CONSTRUCT ----- A.C. PAVEMENT O3 ADJUST UTILITY TO GRADE AS SHOWN ON PLANS. 1 3 MH / O4 PROTECT IN PLACE AS SHOWN ON PLANS. OCONSTRUCT 4" A.C. PAVEMENT OVER 8" CAB OVER 95%COMPACTED North OCONSTRUCT TYPE Al-8 P.C.C. CURB PER APWA STD. PLAN 120-2. ` -- OINSTALL GROUTED COBBLES OVER 95%COMPACTED SUBBASE PER DETAIL DETAIL 3 0 40 80 "C" ON SHEET 2. SCALE 1"=40' OAPPLY TYPE II REAS SLURRY SEAL. SCALE 1"=1 0' OCONSTRUCT A 2' RAISED ISLAND BREAK EVERY 25' O.C. PER DETAIL"D" ON SHEET 2. 10 CONSTRUCT CURB RAMP PER APWA STD. PLAN 115-5, CASE B TYPE 1. Plea Prepared 133r.MINI GUAN R.G.E.75793 CITY OF REDLANDS OppOF E98/pNq` CONSTRUCT RAMP APPROACH PER APWA STD. PLAN 110-2 : Y�G GMq Municipal Utilities and Engineering Department c a 2 CONSTRUCT 6" SIDEWALK PER APWA STD. PLAN 113-2 No. 93 BIKE ROUTE INTERCONNECT RELOCATE FIREHYDRANT AND BURY AS SHOWN ON PLANS. KO*A Dta EAST VALLEY CORRIDOR * °6/3 PROJECT NO.47029 UNE IS 2 INCHES awa ucoENcud�E c ry APPROVED BY: AT FULL SIZE 319ocshellbynreet MET A OFCAL7F0��\ STREET IMPROVEMENT PLAN �j o t'IIII\�\^I('�'(V1� 'I I' CITY OF SAN BERNARDINO IF NOT 2'-SCALE ACCORDINGLY 3190 o,celllhy 9l Tfia L DC'P.4R7•[1'1E'!VT•0F'PUBLIC'WORKS• Td(909)890-9693 Fax(909)890A694 FMR Renewed By. Dwfgnad by. --- Data lo/10/19 Gouto. MG Approved K Dabey,FngNeerlg Yawper.RCE 75818 Dote BENCHMARK Checked by. ppprayd BY: CITY OF REDLANDS BENCHMARK R-18 ELEV=1360.154(NGVD1929.) Data; to/10/19 DIAL/LOG-0N 2 WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG DATE 5URVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by--"-' Dewco P.Y-4 Pdnapa Rs}ct Yaeope.RGE.e 8 Dab -18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF 10/10/19 -digalert.org DIAL:811 RANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Date: - Sheet 3 of 17 Show CITY ENGINEER ALEX CISHTA ETURN. L�� Description Date Initial Initial InIllal Checked by Scale: HorIz AS SHOWN REGISTERED CIVIL ENGINEER NO. 66702 ORDINATES ARE CAUFORNIA STATE PLANE,ZONE 5,(NAD83), AS SHOWN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y CPS OBSERVATIONS Revisions Data Vert. END MEDIAN STA 41+00.00 STA 45+99.21 BEG. MEDIAN ELEV- (1139.02') ELEV= (1133.79') STA 42+92.48 TC=1139.78' MEDIAN = 1134.46' ELEV= (1135.64') QAN BERN�MINO AVETC=1136.33' LT=39.06' BEG. MEDIAN ►7f11� DL'iL�L�I'lLWll� t1♦ END MEDIAN STA 46+62.67 STA 41+63.00 LT-38.86' _ (1134.3T) STA 43+00.00 / LEV= (1139.68') TC=1135.18' ELEV= (1135.72') LT=38.91' MEDIAN = 1136.39' STA 44+00.00 STA 45+00.00 LT=38.91' ,7+00.00 STA 35+00.00 STA 36+00.00 9 �"STA 37+00.00 1 STA 38+00.00 - STA 39+00.00 STA 40+00.00 1 'ELEV= (1138.05') 1 ELEV- (1140.16') ELEV= (1126.50') ELEV= (1127.59) ELEV= (1128.78') ' 'ELEV= (1129.93') ELEV= (1131.19') ELEV= (1132.61') 2 g ELEV N (11337.71 - o ° MEDIAN = 1137.71' MEDIAN = 1138.72' - _ MEDIAN = 1127.17' _ MEDIAN = 1128.26' MEDIAN = 1129.43' MEDIAN = 1130.60' MEDIAN = 1131.94' MEDIAN = 1133.28' N - --IAN -11- _-- - yp ---------- --------- --- ---- ------- - P12 -- - - -- - ----------------- ---- ------ -- ---------- - --- m W N m TYP. 7 6" - 5 6 2 5 TYP 7 6 5 TYP. 7 5 2 572 6 TYP. 7 3 00 37+00 38+00 -39+00 - 0+00 - 41+00- _ 42+00 43+00 4�+00 45+00 46+00 47+0 48 8 \ 8 MARIGOLD AVE STA 58+00.00 STA 50+00.00 LEV= (1150.90') END MEDIAN BEG. MEDIAN MEDIAN = 1151.57' ELEV N (11443.71 STA 53+96.91 ��T MEDIAN = 1143.71' STA 52+69.31 ELEV= (1147.19') � STA 60+00.00 ELEV- (1145.79') =1147.96' �7t1L\ _�_ O AVE L LT ______ - _ -- _ END MEDIAN C BEG. MEDIAN ELEV= (11 .B 9 STA 50+11.66 BEG. MEDIAN 2 T-38.92' - --.._ � STA 58+26.90 END MEDIAN r^�, TC-1146.51' STA 59+18.45 ED - "Y.7 LEV= (1143.21') STA 51+90.32 STA 548 00.00 STA 55+00.00 -STA 065A ++ 0.00 STA 57+00.00 _ - ELEV= (1151.19) ELEV- (1152.28') g g STA 49+ 1 ELEV= (1148.4o') ELEV= (1148.89') ��F, ELEV= (1149.83') - TC=1151.92' TC=1152.89' 2 TYP. 7 ELEV 2 ELEV= (1142.09') 1 2 TC=1143.91' ELEV= (1145.00') ELEV= (1147.23') MEDI MEDIAN = 1142.76' ELT=38.84' TC=1145.75' MEDIAN = 1147.99' MEDIAN = 1149.0T' "'`' MEDIAN = 1149.56' MEDIAN = 1150.50' LT=38.85' LT=3881' ` N LT=38.81' - -- - -- - - ------------ - ------- - --- y ------- ------- --- --- ------ N ------- ----- - ------ rt T 7 6 5 ....- u (�\ O w C �l 5 6 TYp, 7 2 TYP. 7 5 6 2 - 7 6 2 5 2 5 o m 'a rl 49T00 - 5 r0+00- - 51+00 52+00 _ - 53+00 - - 54+ - �r _ 55+ 56+00 57+00 58+00 59+0 - 60+00 e1 to 5d I- el I - I- � -I - Fn ------------ 11 STA 61+00.00 12 ELEV= (1154.01') CONSTRUCTION NOTES MEDIAN = 1154.68' 1 C 13 1 5 REMOVE EXISTING CONCRETE CURB, GUTTER, WALL, ROCKS, SOIL, PAVEMENT, FENCE, 2 --fir-- `w ® O A.C. DIKE, DRIVEWAY AND CONCRETE, ETC. AS NEEDED FOR CONSTRUCTION AND AS SHOWN ON PLANS. • - REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND J.v - - O REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF 3 BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. 7 5 6 5 O ADJUST UTILITY TO GRADE AS SHOWN ON PLANS. C 00 TYP. 62+00 63+ d 64+00 O PROTECT IN PLACE AS SHOWN ON PLANS. 2 _ _ vrn ' 9 - O CONSTRUCT 4" A.C. PAVEMENT OVER 8" CAB OVER 95%COMPACTED �y 5 NATIVE. zs O CONSTRUCT TYPE A1-8 P.C.C. CURB PER APWA STD. PLAN 120-2. ~+ ® ® O INSTALL GROUTED COBBLES OVER 95%COMPACTED SUBBASE PER DETAIL C SHEET 2 7,, OAPPLY TYPE II REAS SLURRY SEAL. NOrth CONSTRUCT A 2' RAISED ISLAND BREAK EVERY 25' O.C. PER DETAIL"D" 0 40 80 ON SHEET 2. SCALE ) -4O I Y I 10 CONSTRUCT CURB RAMP PER APWA STD. PLAN 115-5, CASE B TYPE 1. e `---_ 11 CONSTRUCT RAMP APPROACH PER APWA STD. PLAN 110-2 CITY OF REDLANDS '�4� PIeII PI'epel'ed Br.MING GUAN R.C.E.76793 12 CONSTRUCT 6" SIDEWALK PER APWA STD. PLAN 113-2 pp C�GLGUN Municipal Utilities and Engineering Department 13 RELOCATE FIREHYDRANT AND BURY AS SHOWN ON PLANS. KO*A Det» EAST VALLEY CORRIDOR No. 93 BIKE ROUTE INTERCONNECT LINE IS 21NCHE5 auNry Nn.ENcINNEINNII * 6/3 * PROJECT NO.47029 SIZE IIII\�\^I('�'(V1� O 'I�I' IF NOT 2"-SCALE ACCORDINGLY 3190 G Shellby stred. MET A OF CAL7F0��\ STREET IMPROVEMENT PLAN Jla L OntaroCelorne9l]fi4 Tel.(909)890-9693 Fax(909)890A694 Designed by FMR Reviewed By --- DatIX 10/10/19 Gouto.MG Approved K Dabey,FngNeerlg Yaw9er.RCE 75891 Dote BENCHMARK chocked by. MraY.d BY: CITY OF REDLANDS BENCHMARK R-18 ELEV=1360.154(NGVD1929.) Dart IX 10/10/19 DIAL/LOG-0N 2 WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by--"-' Donea P.Y-4"*d Ro}ct Ymow.RGE 1W18 Dab R-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF 10/10/19 -digalert.org DIAL:811 ORANGE Sf AND SAN BERNARDINO AVE,EAST END OF CURB DatIX - Sheet 4 of 17 Sheete RETURN. Checked Description Date Initial Initial InIllal Checked by ScalIX XorIz AS SHOWN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BYOCPS OBSERVATIONS. STATE PLANE,ZONE 5,(NAD83), Revisions Data - Vert,AS SHOWN Q�N •nT AVEEX. R26(CA) *}fie �T `�pQ� EX. R3-7, R26(CA) D�RL�L11LM0 .E I R44A �r R44A 1 6 MOL TALL\ ♦iG�1 R81A( 1 6 7 EX. R26(CA) -0- -0- EX. - -- ( ) v R 1A( ) W3-3 44A 4 100' ----r----�-----�-----*---*---*----*-- -*---*-------*--3 6 7 4 C G 1 R 1 ( 1 250' i ^------------5- EX. R26(CA) EX. C/G JOIN 4 1 R 18( 9 1 7 L � i MIT E "' o 0 0 ,� L 6 7 6 -*--*---W4-7(CA)96 EX. R26(CA) 5 O� ---- 1 O - - - - - - 0000�.i6�- - 0 ---- 1 ---- 5 ---- - _---- �_ - OOO -O ----� --o---- ---- ---- - - --®"-----.. ....----------' -'-----'--- - / ® 00' ---- 0 22- - - - - - - - -- - - �' -- 6 1 °-Y9+00 -- - - -- --- —-- _ 00 90 FAP •� � + 1 19 �-_ � � � 495'LANE LINE TAPER - AT 45:1 e N" E;CG 1 ® E - o _ _ MN BERNAP.MO AVE 4A ---------- 44 4 kA -- --- j -------- ---'---*----*---- 1 4 a /G E R2 CA o EX. R26(CA) ____-- _EX_C1G____-__________ _ R26(CA�______________ 5 1=X.-T72g A�.____„____-__-�____„____.____„____„____ �R26(CA) 5 g g 6 5 . 5 1 _ _ _ - - - _- ------- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Wig y p - - 00 - _ 000 _ _OOOo00 ----O _-i Oo0 O O" 00 000000 _ �1 t ___ — ___ ____ ____ __ EX. R26LCA) 7 ____ ___ ____ ____ ____ 00 23+00 24+00 - ---_ 25+00 _.- 26+00_ 5_ _1 ____ _ -__--__-- 32 _ _ N C a. =____ — — — — — — — — _• � � � � � � N N M N C/ ysA ® Y N A N y 1 1 EX. C/G JOIN EX. STRIPIN O EX. Rl-1 I I 495' 1 + 4.75 4 EX. C/G �•• EX. EMPTY POST AT :1 "� n C SIGNING & STRIPING CONSTRUCTION NOTES LEGEND SIGN LEGEND Oi REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED BIKE PATH THRU • O2REMOVE EXISTING SIGN AND/OR POST. FURNISH AND INSTALL ROADSIDE SIGN AND POST. TRAFFIC ® _- PAVEMENT ARROW IV// MNO OTOR MERGE • < APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. ®APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. BIKE LANE VEHMLES LEFT • F< APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39A. ® ROADSIDE SIGN APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. R81(CA) R44A(CA) W4-7 W3-3 O APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. O9 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A,DETAIL 22. ---""----""- TRAFFIC STRIPE OR MARKING (MOD) O6 APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®APPLY 10'WIDE 12'WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN BEGIN EN A24F. R81A(CA) R81B(CA) OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN Q APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24C. A24F. OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2.PAINT SHALL BE APPLIED PER THE APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. MANUFACTURERS SPECIFICATIONS. < APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. <0>APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO. A24D. ®APPLY DASHED GREEN BIKE PAINT PER DETAIL'B'ON SHEET 2, SHALL BE INSTALLED PER �4 APPLY 12'YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. MANUFACTURES SPECIFICATIONS. LL L1.,, 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD.PLAN A24E. ®APPLY 8"DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD. PLAN A20C,DETAIL 37B. North APPLY 4"WHITE LANE LINE PER CALTRANS STD. PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 279. 0 40 80 0 APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD.PLAN A20B, DETAIL 32. ®APPLY WHITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. SCALE 1"=40' <4 APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D,DETAIL 38. ®APPLY WHITE 4"STRIPE 20'C-C UNLESS NOTED OTHERWISE ON PLANS. Plea Prepared By:MING GUAN R.C.E.7S793 CITY OF REDLANDS INSTALL REMOVAL BOLLARDS® p,�G GU9Ay Municipal Utilities and Engineering Department,� y EAST VALLEY CORRIDOR K$PA Data ND 93 BIKE ROUTE INTERCONNECT . * 6i * PROJECT NO.47029 UNE IS 2 INCHES au""1""ory 11EINN EI AT FULL SIZE eT SINGING AND STRIPING C � O APPROVED BY IF NOT 2'—SCA E ACCORDINGLY 3190 C Shellby street fOFCA 1F ��� CITYOFSANBERCWORKS O TIP,oCafforola9,]64 Tel'.(909)89p-9693 Far.(9p9)890-9694 FMR Reviewed By. DEPARTMENT OF PUBLIC WORKS Dulgnad by. Data: 10/10/1s y MG App w Delroy.B.KwewKp Mvxgr.RGE 75818 Dote BENCHMARK checked by. Approved Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Va Prwepd Prod Ma l R.C.E.I 8 Doh —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Data: 10/10/18 viww.digalert.org DIAL:811 ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB — Slles! 5 M 17 Sneeh CITY ENGINEER ALEX QISHTA SRN' Letter Oeacriptlon Data Initltl Inklal Inilld Ch'dM py Scale: Hoft AS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER NO. 66702 ORDINATES ARE CALIFORNIA STATE PLANE,ZONE 5,(NAD83), _ FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPS OBSERVATIONS. Revisions Date: yapt,AS SHOWN SAN E MARIGOLD AVE BERNARDNO AVE R81(CA)'01 j 11 X\ R81(CA), —R44A 9 R44A W3_3 R44A R44A R14A 7 4 2' 250'FIR 5 tnjV 4 7 4 4' 0 C <t'� 0 EX. R26(CA) 5 6 6 ("Imr 6 5 -) I EX C/G 5 5 6 6 6 0 0 0 1 1111 6 f7CCI)' " , 1. M IN ZIN 25 - - - - - - - - - - - - - - - - - - - - ---- ------- ........... —--- -- ---- - ---- --- ---- --- ---- --- ---- ---- ---- — ---- ---- ---- ---- ---- —_ 4 5 __ __ ___ __7 ___ __- 5 _71 �:_t�_ Tiv.. .... ---- _z:- — — — — — — — 5+00 1 ....................;_ -4 400- 42+00 _4a4zo 4I,q------ -------- ---------------37+019_---------- 90'GAP 72' 9 o'y Aff 178%6­� pt 1 — — — — — — \-EX. R2-1(45) EX. C/G c dD 6) wl N�iINE, FROM MARIGOLD AVE MN BEP4ARD AVE R44A R44A R44A 6 -A 7 7 7 4 8' 4 172 7 7 4 36' 6 5 6 EX. C/G 6 6 6 EX. C/G 6 6 7 7� 1 y*W\ W. E. ' 1%4 - - — — — — — — — — — - ==c====c__ - - - - - - - - - - - 7L 8 -- ---- --- ---- ---- ---- ---- c ---- ---- --- ---- ---- ---- --- --- ---- ---- ---- f ---- ---- -- ---- ---- ---- ---- ---- ---- -- — — — — — — — -L — ---- ---- ---- ---- ---- ---- ---- 5 ---- --- ---- -- ---- ---- ---- --- 5 ---- ---- ---- ---- 6 ---- --- ---- -- ---- ---- ---- ---- ---- ---- ---- — — — — — — — — — — - --- ---- ---- — — — — — — — — ---------- ——------- ---------- "70;GAP + ni 0 OJ —of — — k-- —----------------------------------------- EX. G EX. R8-3A EX, C/G- W3-3 250'FROM LIMIT LINE EX- R.-3A SIGNING & STRIPING CONSTRUCTION NOTES LEGEND REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. SIGN LEGEND REMOVE EXISTING PROPOSED <9>REMOVE EXISTING SIGN AND/OR POST. <8>FURNISH AND INSTALL ROADSIDE SIGN AND POST. PAVEMENT ARROW OAPPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. MN TOR VEHICLES ROADSIDE SIGN L APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. APPLY WHITE TYPE\4 ARROW PER CALTRANS STANDARD PLAN A24A. OR. • <3> I> 0j MOTORIZED > <�>APPLY CENTER LINE BIKE MARKING PER DETAIL"F'ON SHEET 2. APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. BICYCLES TRAFFIC STRIPE OR MARKING APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN R81(CA) R44A(CA) W3_3 APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. 10>A24FO . APPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN BEGIN END A24C. <8>A24F. OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2. PAINT SHALL BE APPUED PER THE APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. R81A(CA) R81B(CA) MANUFACTURERS SPECIFICATIONS. <�> < APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. <0>APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. 0APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2,SHALLBE INSTALLED PER APPLY 12" YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. North MANUFACTURES SPECIFICATIONS. <0> <11>APPLY WHITE 12"SOLID UMIT LINE PER CALTRANS LATEST EDITION STD.PLAN A24E. <0>APPLY r DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 37B. 0 40 80 <@>APPLY 4"WHITE LANE LINE PER CALTRANS STD.PLAN A20A,DETAIL 11. <0>APPLY 6"RIGHT EDGE LINE PER CALTRANS STD. PLAN A20B,DETAIL 27B. SCALE 1"=40' <@>APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD. PLAN A20B,DETAIL 32. APPLY MITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD. PLAN NO.A24D. Plan Prepared By:MING GUAN R.C.E.75793 CITY OF REDLANDS APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D, DETAIL 38. APPLY WHITE 4"STRIPE 20'C-C UNLESS NOTED OTHERWISE ON PLANS. o OfESS G G c Municipal Utilities and Engineering Department ®INSTALL REMOVAL BOLLARDS K$PA Data EAST VALLEY CORRIDOR N. 93 BIKE ROUTE INTERCONNECT .6/ PROJECT NO.47029 U IE S 2 INCHES 1��l'I I El 11EIN11 I T L SIZE Till A FULL SIGNING AND STRIPING PLAN IF NOT 2'—SCALE ACCORDINGLY3190 C Sh.1by OFC T'I P,,�) (wq) Dwlg,,d by. FMR RevIewed By. D� � JaTData— 10/10/19 Gt-K Dob�Egb-lrq M�.ftCL 7550 Dd. BENCHMARK Ch..ked by.­M0 Aproiad B)c CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929.)_ Data: 10/10/19 BEFORE YOU DIG BEFORE YOU DIG SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Ddd P.Ya "dpd ft],d 111 B,R.CJ_d 18 Doh R-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF 10/10/19 —dig.I.rt..rg DIAL:811 ORANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB %met 6 of 17 Sha,,ts RETURN. Ch..kd by__�__ S.I.. H xt,AS SHOWN OOORDIN"TES ARE CASLIFORNIA STATE PLANE,ZONE 5,(NAD83), Lt'- D­rTpU- Date InftTd InftI Inild A PUBLIC SERVICE UNDERGROUND SERVICE ALERT By CPS VATON. I Revisions Data: I vL AS SHOWN R81(CA), nT.nT�T ��p R81A(CA) /Nw7 ny�ls�n♦ ff sN D�tL�llL4Jil\O A�J3 W3-3 7 EX. SIGN EX. R26(CA) 1 V40�FROM EX. R26(CA) 6 1 1r 4 100, 3 4 00' 3 4 136' 5 LEXR26(CA) 3 EX. R26(CA) EX. C/G Q EX. R26(CA) EX. C/G Ill[lII[ll IIII[l I � — " 0 i ___ — ___ — — — — — — — — — — — — — — _—._ . _ _ J _ 11 O'.. 6 _ �^�j-/��-._ 1 _ . _ . . _ _ . . _ . _ --- ___. ..__ .— __ 1 _ _ N._ 0 - EX. MEDIAN v - - N ....... _ 66+QD ...._. ......._. -- _ 63+ 6 Q - g 1 EX. R4-7 J m 1 11f1 I QInI IQ liumn 8 `EX. R26(CA) `., - 1 " 3 1 �`'�, 4 _ 7 8 3 �0 4 1 TFIE 2 ) zw' 1 / 16 R81 A(CA) 148"4 CALIFORNrA ST MN BERNARDINO AVE 3 JOIN EX. STRIPIN EX. R26(CA) 3 EX. C/G EX. CA) SLURRY SEAL LIMITS EX. R26(CA)` o`�ti-} 4 136' 0 EX:R26(CA) 3 EX. R26(CA EX. C/G R26 C 4 180" EX. R2 C STA. 78+07.6 a D ° — — . — — — — m — — — — — — — — — — — ro — — nt — — — — — —• — — — — — ® — — — — — •— — — —+ 90'LANE LINE TAPER — — t EX. MEDIAN ID A — — — — — N 1 1 N A N W a X W4-7 C G EX. RD-L (CA) o ( R26 A) •� W4-7 EX. CA) E�L'`f�G 3 f___p-_ Q__ --����� �+ 3,• + "' 'y' * •8 4 1 3 L 5 0 OD �1 4 O 148" 4 2 4 7 v 8 6 3 4 EX. R'(CA) 540'FROM EX. SIGN EX. W3-5, R26(CA) EX. SIGN LIMIT LINE SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND O1 REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E, SEE SHEET 2. BEGIN REMOVE EXISTING PROPOSED 2 REMOVE EXISTING SIGN AND/OR POST. 6 FURNISH AND INSTALL ROADSIDE SIGN AND POST. R81A CA ( ) - PAVEMENT ARROW O3 APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. Q APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERVISE ON PLANS. & LANE E N D •> M ROADSIDE SIGN O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. O8 APPLY WHITE TYPE M ARROW PER CALTRANS STANDARD PLAN A24A. R81(CA) R818(CA) TRAFFIC STRIPE OR MARKING O5 APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. 19 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. O6 APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN o • 7 O APPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN o o •A24C. ©A24F. o000o LEGEND O APPLY GREEN PAINT PER DETAIL"A"ON SHEET 2.PAINT SHALL BE APPLIED PER THE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. o <*> MANUFACTURERS SPECIFICATIONS. O9 APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO. A24D. TYPE II REAS SLURRY SEAL. OM1-1 W3-3 APPLY DASHED GREEN BIKE PAINT PER DETAIL"B" ON SHEET 2, SHALL BE INSTALLED PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. MANUFACTURES SPECIFICATIONS. 7,, 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD. PLAN A24E. ®APPLY 8"DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 37B. North Q APPLY 4"WHITE LANE LINE PER CALTRANS STD.PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD. PLAN A203,DETAIL 27B. 0 40 80 Q APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD. PLAN A20B, DETAIL 32. ®APPLY WHITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. SCALE 1`40' �4 APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D, DETAIL 38. ®APPLY WHITE 4"STRIPE 20'C-C UNLESS NOTED OTHERWISE ON PLANS. ®INSTALL REMOVAL BOLLARDS Plea Prepared By.MING GUAN R.C.E.7S793 pOFESS/0 CITY OF REDLANDS o�1AG GUq y Municipal Utilities and Engineering Department y EAST VALLEY CORRIDOR Data BIKE ROUTE INTERCONNECT ND. 93 KOPA * 6i * PROJECT NO.47029 UNE IS 2INCHES "NIE mINEINNII AT FULL SIZE qT a"` SIGNING AND STRIPING PLAN C � O APPROVED BY IF NOT 2"—SCA E ACCORDINGLY 3190 C Shelby street fOFCA IF CITY OF SANBERCWORKS O OntarloCafforola9,]64 Tel'.(9o9)e90-9693 Far.(909)890-9694 FMR ReNewed By. DEPARTMENT OF PUBLIC WORKS Dulgnad by. Data: 10/10/19 Deb x BewM 1l.awmopr.RGE 75H8 Date BENCHMARK cneaMed by. M0 AFp Apx d raw,d Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Va "pd Prod Maa ,R.C.E.Will Doh —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Data: 10/10/19 www.digalert.org DIAL:811 ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB _ Sllest 7 of 17 Sheet. CITY ENGINEER ALEX QISHTA SRN' Letter Oeacriptlon Data Initltl Inklal Inilld Ch'dM by Scale: Hoft AS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER NO. 66702 ORDINATES ARE CALIFORNIA STATE PLANE,ZONE 5,(NAD83), _ FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPS OBSERVATIONS. Revisions Date: Vim,AS SHOWN NEVAD>AA ST SAN BERNARDINO AVE R A l JOI 1 W 7 4 EX. R26(CA) 8 4 100' EX. R26(CA) 3 4 136' 3 EX. R26(CA) EX. R26(CA) 6 EX. R26(CA) 0 ® EX. C/C a _ — — — 1 N — — — — 3 — — 12' JOIN _ _ _ _ _ _ _ _ _ _ _N'• _ _" — — — ���iii N t > A +00 Go 96+00 97+00 98+00 99+00 100 SLURRY SEAL LIMITS - 1 71 1 STA. 89 96.80 _ N G G SLURRY SEAL LIMITS V STA. 813+91.98 1 EX. A.C. DIKE 3 1 w JOIN .STRIP G JOIN EX STRIPI 3 cy 9 1 9 8 . NG -- ___ •-_-* -I 7 6 3 EX. SR4-1(CA) 450'LANE LINE TAPER �';---*---*---*--- --*---*---*-- --- --*----•----*-- -*---*---*- -*--- ---^----(7)- -"----* --*--- V SLURRY SEAL LIMITS STA. 97+96.92 ® ❑ ❑ E G R81(CA)1 '` EX. R3-7, R26(CA) NEVADA ST SAN BERNARDNO AVE EX. C/G EX. 26(CA) EX. C/G 1 3 R81(CA 1 3 4 2' I 4 y S� ® 3 3 1 6 8 7 1 1, N _ _ • ` , '� "�.. rEX. A.C. DIKE �4 j Q AD 00 101,+00 102+00 — 103+00 rn 104+00 — 105+00 106+00 — _107+00 _ _ _ r _ � EX. W3-3 p Q # g 3 6 4 O 3 .1,1 ' 4 I © 3 © 4 3 40 4 3 ~ \ h1 p C 7 a SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND Oi REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. q�.**��.�'ry`�.y ff REMOVE EXISTING PROPOSED SAN DJC4L4 JLL\O A� --`_T 10 < REMOVE EXISTING SIGN AND/OR POST. • [+�] BEGIN SEE SHEET 10 O < APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. • R81A(CA) M6-4 PAVEMENT ARROW I o 7: ( O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. C A'D 1 C EX. R4-7 a • t ► ROADSIDE SIGN 4 76' 8 1 R A) 1 6 hPl O5 APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. BIKE LANE W3-3 R81B(CA) TRAFFIC STRIPE OR MARKING EX. 111 , O APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. R81(CA) APPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN HATCH LEGEND' APPLY GREEN MANUFACTURERS ISPECFICATIONS.NT PER DETAIL"A"ON SHEET 2.PAINT SHALL BE APPLIED PER THE TYPE II REAS SLURRY SEAL. APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS m LATEST EDITION STD.PLAN A24F. 114+00 A 9 115 115 68 APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2, SHALL BE INSTALLED PER APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD. PLAN N ®MANUFACTURES SPECIFICATIONS. ©A24F. gJOIN 80' 4 1 11 APPLY WHITE 12"SOUD LIMIT LINE PER CALTRANS LATEST EDITION STD. PLAN A24E. ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. IR. a A'• ®APPLY 4"WHITE LANE UNE PER CALTRANS STD. PLAN A20A, DETAIL 11. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. 3 R81(CAS 1 'O ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD. PLAN A208, DETAIL 32. ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD. PLAN A24F. LL 11..,, Y SEAL E 4 111111 —` �4 APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D,DETAIL 38. ®APPLY 8"DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C, DETAIL 378. NOTI.11 ST 114+06.0 81' Raoulo SLURRY SEAL UMI ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A20B,DETAIL 27B. STA. 114+06.04 0 40 80 PACKINGHOUSE n Oo ®FURNISH AND INSTALL ROADSIDE SIGN AND POST. ®APPLY WHITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. CHRISTIAN s SCALE 1"=40' ACADEMY Plan Prepared BT.MINA GUAN R.C.E.7S793 CITY OF REDLANDS J. , APPLY WHITE 4"DIAGONAL STRIPE 10' C-C UNLESS NOTED OTHERWISE ON PLANS. Dress EX. R26( os� 'Yq( Municipal Utilities and Engineering Department APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. ,� � G GU'4 � SEE SHEET 10 Date EAST VALLEY CORRIDOR �9 APPLY 6" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A,DETAIL 22. Na B3 A BIKE ROUTE INTERCONNECT * .si * PROJECT NO.47029 KPA ONE IS 2 INCHES ory minEMEry AT FULL SIZE qT SIGNING AND STRIPING PLAN C � O APPROVED BY IF NOT 2"—SCALE ACCORDINGLY 0—n.,.11f street fOF CAUF D�� e ��� CITY OFSANBERCWORKS O TIPatl Cafforola9,]64 Tel'.(909)890-9693 Far.(9o9)890-9694 FMR ReNewed By. DEPARTMENT OF PUBLIC WORKS Dulgnad by. Data: to/lo/1s y MG Apra"d Des x uaweaM 1lmopr.RGE 758/8 Dd. BENCHMARK checked by. APPrewd Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: to/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Yaaa Pkbdpd Prod Maagr,RA.E d9D18 Doh —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/18 —digalert.org DIAL:811 ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB _ Shaet 8 M 17 Shasta CITY ENGINEER ALEX QISHTA SRN' Letter Oeecriptlon Data Initltl Inklal Inilld � �bl` Scale: Nkeh.AS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER NO. 66702 ORDINATES ARE CALIFORNIA STATE PLANE,ZONE 5,(NAD83), _ FOR CITY USE ONLY: FILE N0. C.I.P. N0. Y CPS OBSERVATIONS. RBVISIODS Data: yRt,AS SHOWN LUGONIA AVE ALABAMA ST (40 MPW CITRUS PiAM I '�II } 6, EX. W4-7, EX EX. R26 S)(C EX. W4 R26(S)(CA) 26(S)(CA) 6 6 CA) 6 S)C BUS N 4 100' I R81 C 4 100' E 8 7 4 3 ® 3 3 N EX. R4-7 I I N N + EX. MEDIAN A + T EX. MEDIAN + EX. R4-7 �I- 13+00 I - 16+ _ I- + 19+00 ra J, ® N N 1 3 .3 ni dm ^EX. C G N ® ( ❑ 8 ®❑ �QI 8 3 EX. C/G 0 4 4 8 (1. I IN 6 c 48 4 10 (I 4 U✓ _ 7 S� SIB 1 EX. BUS EX. R3 X. 26(S)(C SIGN 26(S)(CA) f 11 11 11 111 l 11 EX. R26(S)(CA E 2 S(C ) E 2 S C ) LUGONIA AVE CITRUS ALM AVE AT ARAMA ST (40 MM 6 /�' E 2 S�) © � .f Q o I I I I I I I I I I I I a Q Q Q R2 S)(CA) Q EX. CA) rr e�rrrr nn r Q 4 100' X 4 148 Q 8 �..11l�[1Il ll l EX. R26(S CA) 3 R26( ( ) 6(S)(C• EX. G 1 ❑ 3 I O ypi` • N i 7 „1 1 ni � N 4 76' EX. R4-7 55 EX R4-7 EX. R6-1(RT) t . � A N 0 23+00 _ 27+00 J� �2 +00 .bL - - + - H - EX. MEDIAN- fQ 4 100' 11EEX. R4-7 , y EX. MEDIAN EX. R3-18 A +. JDI C1 7--r 184' 4 L\7 "f — - - - - - - - - - - - - - - - - - - EX. C/G i p o 7 CA)Q 3 © EX. R26(S)(CA) Q O © EX. R26(S)(CA) 76' 4 8 8 a 1I 8 C/ 0 EX. W4-7 _ 8Xr"E3US SIGN, R26(S)(CA) EX. SW24-3 A) EX. W73A(CA), R26(S)(CA) 7;!4-'"'I(CA) �a 7 _ _. _ / EX. R3-7, EX. W11-2, E . R26(S)(C EX. R26(S)(CA) -- R26(S)(CA) R26(S)(CA) ALMOND AVE SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND O1 REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED < REMOVE EXISTING SIGN AND/OR POST. <6 FURNISH AND INSTALL ROADSIDE SIGN AND POST. BEGIN R81 A(CA) PAVEMENT ARROW 3O APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. ®APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. tj O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. ®APPLY WHITE TYPE A ARROW PER CALTRANS STANDARD PLAN A24A. R81(CA) R818(CCA) t F ROADSIDE SIGN OAPPLY CENTER LINE BIKE MARKING PER DETAIL"F" ON SHEET 2. APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A,DETAIL 22. TRAFFIC STRIPE OR MARKING O APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD. PLAN A24F. OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN O APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24C. A24F. 7., OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2. PAINT SHALL BE APPLIED PER THE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. North MANUFACTURERS SPECIFICATIONS. < APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. 0 40 80 0 APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2, SHALL BE INSTALLED PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION S . PLAN A24F. SCALE 1"=40' MANUFACTURES SPECIFICATIONS. 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD. PLAN A24E. ®APPLY 8"DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 376. ].plea Repered By.MING GUAN R.C.E.75793 CITY OF REDLANDS ®APPLY 4"WHITE LANE LINE PER CALTRANS STD.PLAN A20A, DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A208,DETAIL 27B. QRDress/D o G G0q� c Municipal Utilities and Engineering Department ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD. PLAN A20B, DETAIL 32. ®APPLY WHITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD. PLAN NO.A24D. KOPA Date T EAST VALLEY CORRIDOR �4 APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D, DETAIL 38. Nc. 93 BIKE ROUTE INTERCONNECT * 6/ * PROJECT NO.47029 UNE IS 2 INCHES "^""�"�ory 11EIN1 EI APPROVED BY: AT FULL SIZE 3190C Shellbyoereee ATfOFCALIF©\ SIGNING AND STRIPING PLAN o �IIII'\IIII�\�I('III'/V1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO F NOT 2"—SCALE ACCORDINGLY 0ntatlo,C.Ilforo1a91764 Tl 909)890 9693 Far 909)890 9694 �R RE t- By. OF PUBLIC WORKS Dwtgned by. Dote: tohohs MO ApK K Ddroy.BiBwewYq Mamar.RGE 758/8 Dote BENCHMARK checked by Apprewd Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ya Pkbabd Proled Ma ,R.a.E de818 Doh —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10�10/19 —digalert.org "ST AND SAN BERNARDINO AVE,EAST END OF CURB ! 9 M 17 Sheeh DIAL:811 CITY ENGINEER ALEX OI6HTA r.Rll'NIl�A7ES attarDeecrlpUm Date InIt1al Inftl Inild Chkdby Scale: Hoft AS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER N0. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. P OBSERVAE IONgIFORNIA STATE PLANE,ZONE 5,(NAD83), D t. - v L AS SHOWN Revisions AT MWA ST (45 JQ ` X. W4-7 8 e I u'il Il� � 1 4 3 c/c t 3 3 1 ) 1 TYP) EX. S4-5 81(CA 7 d 6 I 1 - - - - - - - - - - - - - - - - - - - - - 112' 4 1 y N ^? (TYP) n> -i EX. R4-7 A g' -(50'C-C r 36+00 { _ 3 40+00 - 42+00 43+00 a T.P 44+00 45+00 46+00 47+00 ? 48 N 1 EX. R4-7 Im ? a a 5 dm 3 124' 4 3 - - - - - - - - - - - - - - - - - - - -1,W 4- - - - - - - - 3 ro ® ® N m 3 - - ------------- 7 -- - - g G ©_ ,_ 0 0 0 ^ ------_------- X. 4- �r r,6* i Rgi(CA7, EX."R2-1(�) - -- - - - - lfllllllAlr --- - --- E S $ EX W4-7 EX. R26(S)(CA) EX. R26(S)(CA) EX. W73A, R26(S)(CA) X. R3-7 II E 2 1( ) PIONEER AVE 1 ' u / ..1 Ir'�, ` � `t,.r' k...,- 4A�'� Y 3 8 7 1 `^....✓ 0 `.,I YOE) � 4 1�,D AT 50:1�!T YELLOW LJN A R 0 0 0 0 0 rEX XrR23(EA�- 3 N76-11 — -- — —— —— -- JOIN EX. STRIPIN -yi 1 rar r ----' --------'----- STA.60+51.61 184' ---.---------------'-----c''-- '--- ---'--'--------- 00 49+�. 50+00 N51+00 N 52+00 53+00 54+00 55+00 _ _ 56+ _ _ "®57+ 0----- .......... - _ �+ u _ _ + _ —'--_ + ��� - - ,. ....-.. - I- + -I - - ... .. -- - - - - 4 n?. �' �r 203' �' n>, - N_ -- �_ JOIN EX.STRIPING JOIN EX. STRIPING_ -_ -- - -ew- . ................ �i 19 1 1 JOIN EX.STRIPING STA.56+05.97 STA.56+09 9 -�, STA.60+27.56 u 8 1 R81(CA) STA.52+86.21 c - - .... . �T 100' 4 .. -- *--- ----- --*- ---'---;--- ----*---- 1 -- ---- -- ---*---*---*----*---*--- --�- ------------ --- -- - ---- ---- --- --- ---- --- --'--- - - -- --- --3 x y X. r E L CA) 1 *„ w, W 1 EX. EP EX. W71-1, W16-1 / EX. R25(CA) EX. TYPE L(CA) EX. W9-1 __ ————— _ -EX-TYPE1(CA)__ — — — i / . -- _ —— ———— — ———— —— PIONEER AVE SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND < REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED BEGIN O2 REMOVE EXISTING SIGN AND/OR POST. ®FURNISH AND INSTALL ROADSIDE SIGN AND POST. I�' RIGHT TL LANE � ® � ,r � �' PAVEMENT ARROW 3O APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. ©APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. I(BIK'E)Ly {ROUTE7i]' YIELD TO BIKES & LAB BEGIN END b b ROADSIDE SIGN O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. ®APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. D11-1 R4-4 R81(CA) R81A(CA) R81B(CA) 5O APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. �9 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. TRAFFIC STRIPE OR MARKING O8 APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN BIKE PATH APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ® A24F. NO OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN MOTOR SHARE A24C. ©A24F. VEHICLES THE OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2. PAINT SHALL BE APPLIED PER TIE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. MOTORIZED ROAD North MANUFACTURERS SPECIFICATIONS. BICYCLES O9 APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. R44A(CA) W16-1P 0 40 80 ®APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2,SHALL BE INSTALLED PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION S .PLAN A24F. SCALE 1"=40' MANUFACTURES SPECIFICATIONS. 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD.PLAN A24E. ®APPLY 8'DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 37B. ].alga Prepared By:MING GUAN R.C.E.75793 CITY OF REDLANDS ®APPLY a WHITE LANE LINE PER CALTRANS STD.PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A20B,DETAIL 27B. aQRDYESs/oNq G G Municipal Utilities and Engineering Department ti U'17 c ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD.PLAN A20B,DETAIL 32. ®APPLY WHITE'SIGNAL AHEAD'PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. KOPA Date W T EAST VALLEY CORRIDOR N. 93 BIKE ROUTE INTERCONNECT 04 APPLY B"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D, DETAIL 38. S/ LINE IS 21NCHE5 oENI,NEINNII ,,a PROJECT NO.47029 APPROVED BY: AT FULL SIZE 319ocshellbystren[ceme T ATfOFCALIF©\ SIGNING AND STRIPING PLAN o �IIII'\IIII�\�I('III'rV1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO IF NOT 2"—SCALE ACCORDINGLY pntar;o,California 9l]fiq JI CS 909)890 9693 Far 909)890 9694 �R GtanReviewed By. DEPARTMENT OF PUBLIC WORKS Dwtgned by. --- Dote: tohohs Y MG Appia idK.B), EnyMarYq Maxar.RC.E 75Ho Dote BENCHMARK cbeaKed by. ADpraw,d Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE URVEV IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. AG Dmdd P.Yawy Prbabd Prolad Maagr,R.C.E.MITI Dab —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Data: 10/10/18 —digalert.org ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Sheet 10 M 17 Sneete DIAL:811 CITY ENGINEER ALEX OISHTA ETURN. attar Oeearptlon Date Initltl Inklal initial pe ed by Seale: HoftASSHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED GVIL ENGINEER NO. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPDS AOBSERVAEIONSIFORNIA STATE PLANE.ZONE 5,(NAD83), Revisions I D.I v L AS SHOWN rAVE \ AiABAMA ST (45 MHO----- ——————— ———— EX. R2-1(g.} ? 7 °o 4 EX.�13�c\ \\\ �\ P - 3 \ EX. R25(CA) EX. W11-1, W76-1 _-----_ / \...... 7 _ 6 ------ --------- \\ \\EX. R26(CA -- -...... . t I 1 0 \ EX. El --- -- / ---------------- _ _ _ _ _ ------'-----------'----'----_ ------------------- _ - -'------'-- '------'----'---'---'---'------ --- --- -- - ro- 62�00 63+00 64+00 - -65+00 - - 66+00 - - - n>, - - _ _ - - - =7=7fOp _ O - �4 ^'. I - - 7 r3+00 7 nJ — � g 8 T JOIN ^? ro EX. 4-7 - - -A - - - -"ii EX. RAISED MEDIAN- - - - - - - - - - - - - - - - - - - - N - - -- - - - - - - -- - - - N - - - 1 R8 CA) s I a� �LVIU V aaa� W (A � u 4 _ G EX. R13A 7 4a a 7 _ EX. C/c Ex. R2s(CAA -- EX. TYPE L(CA) 6 1 (TYP.) 3 EX. R26 CA EX. R26(CA) EX. R3-7 4 EX. R26(CA 6n _.- 1 (TYP.),,, 1 3 1 h'• I EX. W73A(CA), R26(S)(CA) R26(CA) P AVE FJVM BLUFF hVE AIABAMA U (45 MM EX. NO FIREWORKS I i;r IN REDLANDS SIGN Y EX. EP '// 1 3 EX, EP EX. R26(CA) R81(CA) 7 1 L ')-- - - - - - my 3 1 EX. TYPE L(CA) 6 _ / \ .......... -.._-__ - -- .--.--------------.-----------.----- -- - - - 00 ^' R81(CA) 79+00 80+00 -P a 81+00 82+00 83+00 84+00 - 85+00 - - 86+00 a u 87 v g - ♦—� - - �-� - - - - ® -' --'------'-'------'-------'----- '-------- EX. A.C. DIKE --.- N -. \-.--.-.--.---.---.--®-.- - - m 1 e C/G 6 I 7 EX. CURB \\\ ��EXUIB EX. EP er bb 3 - 3 MOM ® p X. TYPE N (CA) ------ E R26(C SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND < REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED O2 REMOVE EXISTING SIGN AND/OR POST. ®FURNISH AND INSTALL ROADSIDE SIGN AND POST. a BEGIN END 1 _+ PAVEMENT ARROW 4>APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. ©APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. R 81(CA) R81 A(CA) R818(CA) p b ROADSIDE SIGN O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A201), DETAIL 39A. ®APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. 5O APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. �9 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. --' TRAFFIC STRIPE OR MARKING O6APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®A24F. OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN ©APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION S .PLAN A24C. A24F. O 7., APPLY GREEN PAINT PER DETAIL"A"ON SHEET 2. PAINT SHALL BE APPLIED PER THE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. North MANUFACTURERS SPECIFICATIONS. O9 APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. 0 40 80 ®APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2,SHALL BE INSTALIFD PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. SCALE 1"=40' MANUFACTURES SPECIFICATIONS. 11 APPLY WHITE lr SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD.PLAN A24E. ®APPLY 8'DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 37B. Plea Prepared By.MING GUAN R.C.E.75793 CITY OF REDLANDS ®APPLY a WHITE LANE LINE PER CALTRANS STD.PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A20B,DETAIL 27B. aQpOfE5s G G/oNq Municipal Utilities and Engineering Department ti �1A Uq` ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD.PLAN A20B,DETAIL 32. ®APPLY WHITE'SIGNAL AHEAD'PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. KOPA Dete W T EAST VALLEY CORRIDOR 93 BIKE ROUTE INTERCONNECT �4 APPLY B"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A20D, DETAIL 38. * 6/ UNE IS 2INCHES oENIINEINNII PROJECT NO.47029 CIML APPROVED BY: AT FULL SIZE 319ocshellbystrenlceme T ATfOFCALIF©\ SIGNING AND STRIPING PLAN o �IIII'\IIII�\�I('III'/V1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO F NOT 2"-SCALE ACCORDINGLY 0-n.,C.Ilforola91764 � CS Tel'.(909)890-9693 Far.(909)890-9694 �R RENIWIA BY DEPARTMENT OF PUBLIC WORKS Dwlgned by. Dote: 10/10/1s Y M0 ApK K Ddroy.EnaHaRM Mamar.RGE 758/8 Dote BENCHMARK checked by. Apprewd Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE URVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ya Pkbabd Prod Maa ,R.C.E.de818 Doh -18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/19 —digalert.org ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Slleal 11 M 17 Sh-t. DIAL:811 CITY ENGINEER ALEX OISHTA ETURN. attar Oeecr ptlon Data Initltl Inklal initial peed by Scale: H tAS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER N0. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPDS ATES OBSERVAEIONSIFORNIA STATE PLANE,ZONE 5,(NAD83), Data: - VarL AS SHOWN Revisions I - ALABAMA, ST (45 MI" \t(\p�) --- EX. R/W-——— -- --- —�-- 3 R8�C 6 7 \ \ 1 ——— 3 / 3 II �`, _ I _______ _ _ __ __ EX. CURB s !/ / .,y EX. CURB - _ - - -- ---- ---- ---- ---- - IX A 94 00 95+00 96+00 a 8+00 - - 99+00 I- a 100 yy D 00 a 88+00 89+00 - 90+00 91+00 92+00 - 93+00 - - - - - - y + W N ® O ' V p g aM I "_—_-"____-" ---'-— __ — tttnnn _ �E:P EX. CURB _—`` X. CURB------- _--�281(t?A 7 3 � j, I I — — h� --- EX. R/W I I e \\\ a --_--_---_�\\ 6 `^" \ 1 // a yC� —tea ALABAMA ST (45 MI" 3 `EX. R/W 3 -"-----"----'---�----"-----'----"----'----�---- ----*----x-----"-------f '----r---- ----"----- - ---- EX. EP - - - - _ _ _- 1 - EX EP Ep tt� EX. CURB - - - µ - - - - - - - - - - - - - a - "- o n CA a g EX. EP/ / 1 � Cfs✓'S EX.EURB-——- — ——— — --- - - ------- ----- R/W / /> / / \ -- ————— SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND < REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED O REMOVE EXISTING SIGN AND/OR POST. ®FURNISH AND INSTALL ROADSIDE SIGN AND POST. tj PAVEMENTARROW 3O APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. b ► ROADSIDE SIGN O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A201), DETAIL 39A. ®APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. R81(CA) 5O APPLY CENTER LINE BIKE MARKING PER DETAIL"I'"ON SHEET 2. �9 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. --' TRAFFIC STRIPE OR MARKING O6APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®A24F. OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN Q APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24C. A24F. OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2. PAINT SHALL BE APPLIED PER THE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. MANUFACTURERS SPECIFICATIONS. O9 APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD. PLAN NO.A24D. North ®APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2, SHALL BE INSTALLED PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. MANUFACTURES SPECIFICATIONS. 0 40 80 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD.PLAN A24E. ®APPLY 8"DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C, DETAIL 37B. SCALE 1"=40' ®APPLY a WHITE LANE LINE PER CALTRANS STD.PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A208,DETAIL 27B. ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD.PLAN A20B,DETAIL 32. ®APPLY WHITE"SIGNAL AHEAD"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. Plea Prepared By.MING GUAN R.C.E.7S793 ROrEss/o CITY OF REDLANDS O�1AG GUq c Municipal Utilities and Engineering Department 04 APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS STD.PLAN A201), DETAIL 38. KOPA Date n EAST VALLEY CORRIDOR ND. 93 BIKE ROUTE INTERCONNECT * R/ * PROJECT NO.47029 UNE IS 2 INCHES "^""�"Go v"min IN111 a APPROVED BY: AT FULL SIZE 819oc.1TIlys<reee ATfOFCALIF©\ SIGNING AND STRIPING PLAN o �IIII'\IIII�\�I('III'/V1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO IF NOT 2'—SCALE ACCORDINGLY Ontario,C.lfornia 9l]fiq �J� CS Tel'.(909)890-9693 Far.(909)890-9694 �R RENIWIA BY DEPARTMENT OF PUBLIC WORKS Dwtgned by. Dote ohohs y MG Apx d Des y,D.alaaaM 1lmopr.RGE 751/8 Don BENCHMARK checked by. Approved Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 EM DATE URVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. W' Ddd P.Ya Pkbabd Prolaot Manage,R.C.E d 18 Don —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/19 galert.org ANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Sheet 12 of 17 Shute DIAL:811 CITY ENGINEER ALEX OISHTA ENRN. attar Oeecrptlon Data Initltl Inklal initial Ch'&W by Scale: Neh.ASSHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER N0. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPDS AOBSERVAEIONSIFORNIA STATE PLANE,ZONE 5,(NAD83), Revisions I Data: — Vert AS SHOWN ALABAMA ►71 (50 MPW R81(CA) tL-. 3 6 EX. R 3 J� X. ER81 � O 7 3 EX. EP 125+00- - 126 t r rCITY BOUNDARY y spe}ffl N ? p R81(CA) �EX. R W __---- �, R81(OA) / I 7 *____ F 4 / 4 19 CEhM ENifliANIM 6 R81(CA), 3 R81A(CA) gr 1 m1 TYP.) EX. EP 1 ;•• - --.--.-.----.---.-._._�- -.- ------ — ti > _ 132+00 133+00 134+00 a 135+00 - 136+00 o - _-.-.--.-.- - - - CO 0' 127+00 - -128+00 - - - —r - g R81(CA), N CITY BOUNDARY HI R81 B(CA) A � t� r t EX. EP 7 3 _�_ ._ +-` --- -- -- - ---*---- --' ---- -'-- '-- '-- ---- --- ---' -- ---- '-- - �,/ �� -- --------------- -- SIGNING & STRIPING CONSTRUCTION NOTES SIGN LEGEND LEGEND < REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. ®APPLY WHITE SOLID LANE LINE PER DETAIL E,SEE SHEET 2. REMOVE EXISTING PROPOSED O2 REMOVE EXISTING SIGN AND/OR POST. ®FURNISH AND INSTALL ROADSIDE SIGN AND POST. (7 j 1J J+ PAVEMENT ARROW 4>APPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. ©APPLY WHITE 4"DIAGONAL STRIPE 10'C-C UNLESS NOTED OTHERWISE ON PLANS. & BEGIN E N D p b ROADSIDE SIGN O4 APPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. ®APPLY WHITE TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. R81(CA) R81A(CA) R81B(CA) 5O APPLY CENTER LINE BIKE MARKING PER DETAIL"F"ON SHEET 2. <9 APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS SAD.PLAN A20A, DETAIL 22. --' TRAFFIC STRIPE OR MARKING O6 APPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. ®APPLY 10'WIDE 12"WHITE CONTINENTAL CROSSWALK PER CALIRANS LATEST EDITION SM.PLAN A24F. OAPPLY WHITE PAVEMENT BIKE LANE SYMBOL WITH PERSON MARKING PER CALTRANS STANDARD PLAN ©APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION SM.PLAN A24C. A24F.O 7., APPLY GREEN PAINT PER DETAIL"A'ON SHEET 2. PAINT SHALL BE APPLIED PER TIE ®APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. North MANUFACTURERS SPECIFICATIONS. O9 APPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. ®APPLY YELLOW"SCHOOL"PAVEMENT MARKING PER CALTRANS STD.PLAN NO.A24D. 0 40 80 ®APPLY DASHED GREEN BIKE PAINT PER DETAIL"B"ON SHEET 2,SHALL BE INSTALLED PER ®APPLY 12"YELLOW CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD.PLAN A24F. SCALE 1"=40' MANUFACTURES SPECIFICATIONS. 11 APPLY WHITE 1r SOLID LIMIT LINE PER CALTRANS LATEST EDITION SM.PLAN A24E. ®APPLY 8'DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD.PLAN A20C,DETAIL 37B. Plea Prepared By:MING GUAN R.C.E.75793 CITY OF REDLANDS ®APPLY a WHITE LANE LINE PER CALTRANS SM.PLAN A20A,DETAIL 11. ®APPLY 6"RIGHT EDGE LINE PER CALTRANS STD.PLAN A20B,DETAIL 27B. aQp0rE5s G G FONq Municipal Utilities and Engineering Department ti �1A Uq` ®APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD.PLAN A20B,DETAIL 32. ®APPLY WHITE'SIGNAL AHEAD'PAVEMENT MARKING PER CALTRANS SM.PLAN NO.A24D. KOPA Date W T EAST VALLEY CORRIDOR ND. 93 BIKE ROUTE INTERCONNECT 0APPLY 8"WHITE CHANNELIZING LINE PER CALTRANS SAD.PLAN A20D, DETAIL 38. UNE IS 2INCHES , oEN�INEENN�N PROJECT NO.47029 CIML AT FULL SIZE asocsnelroNI t—EME T ATfOFCALIF \ SIGNING AND STRIPING PLAN L� �IIII'\IIII\�=I('III I'rV1�I II'I IIIIII IIIIII�I'II IF NOT 2"—SCALE ACCORDINGLY JJa CS OntaroCalforna9l]fi4 Tel'.P90)d -9693 Far.(909)890-9694 Dwlgnad by. FMR Reviewed By. --- DalC 10/10/19 y MO Deatan d ft EnpMarYq Maxar.RGE 75H8 Dote BENCHMARK checked by. Approved Bx DIAL/LOG-0N 2 WORKING DAYB CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 BEFORE YOU DIG BEFORE YOU DIG SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ya Prbabd ftj o Maa ,RCL deplf Doh R-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/19 viww.d DIAL: igalert.org ORANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB SII 13 f 17 gh�h 811 RETURN. attar Oeecrptlon Data Initltl Inklal Initial CllackW by Scale: Harh.ASSHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT BY OPS AOBSERVAEIONgIFORNIA STATE PLANE,ZONE 5,(NAD83), Data: —Revisions Va L AS SHOWN CALUX)NNIA ff E.D C/r 0 .C R4— -00 15+00 + iw 18+00 4--7 19+00 20+00 21+130 ------ --CUR0-------------------0 --- --- -----------------A------ -* _*--- _* *� X; Er - --------------------------------- ----------------------------------------------------------- CURB 0 �r- 0 � 1! - 00000000000 ------ 00080 0 000 0 0 0090 11 0 0 0 0 0 0C)o 0 0 7 00000 011 0 00 0 0000 00 SIGNING & STRIPING CONSTRUCTION NOTES 0 REMOVE TRAFFIC STRIPE AND PAVEMENT MARKINGS BY WET SANDBLASTING AS SHOWN ON THE PLANS. OREMOVE EXISTING SIGN AND/OR POST. OAPPLY 6"WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D,DETAIL 39. OAPPLY 6"WHITE DASHED BIKE LANE LINE PER CALTRANS STANDARD PLAN A201),DETAIL 39A. SIGN LEGEND LEGEND OAPPLY CENTER LINE BIKE MARKING PER DETAIL"F-ON SHEET 2. OAPPLY WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A.O EXMING PROPOSED APPLY WHITE PAVEMENT BIKE LANE SYMBOL NTH PERSON MARKING PER CALTRANS STANDARD PLAN PAVEMENT ARROW A24C. MAY USE OAPPLY GREEN PAINT PER DETAIL"A"ON SHEET 2.PAINT SHALL BE APPLIED PER THE FULL LANE MANUFACTURERS SPECIFICATIONS. ROADSIDE SIGN OAPPLY WHITE TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A. R4-11 TRAFFIC STRIPE OR MARKING APPLY DASHED GREEN BIKE PAINT PER DETAIL-8-ON SHEET 2, SHALL BE INSTALLED PER O MANUFACTURES SPECIFICATIONS. 11 APPLY WHITE 12"SOLID LIMIT LINE PER CALTRANS LATEST EDITION STD. PLAN A24E. APPLY 4"WHITE LANE LINE PER CALTRANS STD. PLAN A20A,DETAIL 11. APPLY 6"TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS STD. PLAN A2013, DETAIL 32. APPLY 8"WHITE CHANINELIZING LINE PER CALTRANS STD.PLAN A201),DETAIL 38. <@>APPLY WHITE SOLID LANE LINE PER DETAIL E, SEE SHEET 2. I>FURNISH AND INSTALL ROADSIDE SIGN AND POST. <�>APPLY WHITE 4"DIAGONAL STRIPE 10' C-C UNLESS NOTED OTHERWISE ON PLANS. North APPLY WHITE TYPE V! ARROW PER CALTRANS STANDARD PLAN A24A. 0 40 tso APPLY 6"DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22. SCALE 1 40' APPLY 10'WIDE 12"MITE CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD. PLAN A24F. < APPLY 10'WIDE 12"GREEN CONTINENTAL CROSSWALK PER CALTRANS LATEST EDITION STD. PLAN Plm Pr%wed Bp.MING GUAN R.C.E.75703 CITY OF REDLANDS A24F. GG Municipal Utilities and Engineering Department APPLY WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. list. EAST VALLEY CORRIDOR N.. 93 BIKE ROUTE INTERCONNECT U EE 2:1MCHE ��� .6/3 PROJECT NO.47029 TS T LUE S'. cl- A FU l.=­T­.-AcE­T DECP, T7 TD� IF NOT 2'- 3190 C Sh.lby— 0 SIGNING AND STRIPING PLAN 0-n.,C.I,f 1.91764 ­1191 1. —1- 1),,,w,d by. FMR Reviewed B)c D 10/10/19 BENCHMARK Checked by. MG Goctan K Dom.Eoplo-Ing Ma�.R.CL 75M Date DIAL LOG-ON CITY OF REDLANDS BENCHMARK R-18 ELEV=1360.154(NGVD1929.) Date: 10/10/19 BEFORE YOU DIG SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG -D.dd P.Yc�"diel ftj�lia�,N.C.E.CII)III Dete R_I 8 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF ORANGE ST AND SAN BERNARDINO AVE,EAST END OF CURB Data 10/10/19 Sheet 14 of 17 Sheet. DIAL:811 9)&q§ RETURN. COORDINATES ARE CALIFORNIA STATE PLANE.ZONE 5,(NAD83), L"" DmcrTptlw Date InItTd InTtlal nit,., Checked b - Scale: Hae�AS SHOWN By CPS Data - A PUBLIC SERVICE B UNDERGROUND SERVICE ALERT OBSERVATIONS. Revisions I Vwt,AS SHOWN N CURB ACE A -A POLE SCHEDULE CONDUCTOR SCHEDULE POLE SIGNAL STANDARD SIGNAL MOUNTING P PED PUSH m IM R.S.N.S. REMARKS No. TYPE HEIGHT 51GNAL LUM LUMINAIRE P M ARM P 'A' 'B' WAD ARROW RUNS i O M.A M.A HPSV VEHICLE ESTRI AWG POLE - - W E 7�, rc �A) 26-4-129 30' 40' 15' 150W SV-2-TA 2-MAS SP-1-T 2' 5' 4 E Mountain View Ave. PER CITY STD. b W \B) 1-A 10' - - - TV-2-T - SP-1-T 0' 5' 6 S - `q) B.C.R. 12c �C) 17-3-129 30' 20' 12' 150W SV-1-T 2-MAS SP-1-T 2' 5' 6 5 f San Bernardino Ave. PER CITY STD. C a B I - A S �D) 1-A 10' - - - TV-1-T - SP-1-T 0' 5' 8 W - B QUADRANT E) 61-5-129 30' 60' S' 150W SV-1-T 2-MAS SP-1-T 3' 5' - - y Mountain View Ave. PER CITY STD. E - - - - - - - - - - POLE LOCATION PUSH BUTTON LOCATION DETAIL 1 1 1 1 (TOP VIEW) �F) PPB POST 3'10" - - - - - - 12' S' 8 W - `E) - - - - - 1-A 10' - N-2-T SP-1-T 12' 5' 2 N F, AO (_1 - - - - 1 - - 1 1 �H) 17-3-129 30' 20' 12' 150W SV-1-T 2-MAS SP-1-T 2' S' 2 N f San Bernardino Ave. PER CITY STD. L _i - - - - - - - - - - - - - 1 1 i ;I) 1-A 10' - - - TV-2-T - SP-1-T 5' 5' 4 E - \H) 1 1 1 E - - - - - - - 1 1 1 m NOTES: .1w 1 1 1. ALL EQUIPMENT SHALL BE EXISTING UNLESS OTHERWISE NOTED (N)NEW. -iN 1N TOTAL 1 1 2 2 3 3 4 1 5 1 1 2 2 8 8 VIDEO POWER 1 1 2 2 3 - 1 4 4 VIDEO COAX CABLE , , 2 z 3 — 1 4 a Fj TRAFFIC SIGNAL CONSTRUCTION NOTES TOTAL CABLES 2 2 4 4 6 - 2 8 8 FURNISH AND INSTALL BIKE PUSH BUTTON ON SIGNAL POLE PER MANUFACTURER SPECIFICATIONS. #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 2 �C) ❑2 FURNISH AND INSTALL SIGN ON BIKE PUSH BUTTON POLE. REMOVE EXISTING VIDEO DETECTOR CARDS AND REPLACE FOUR (4)ITERIS VANTAGE #8 LUMINAIRES 2 2 2 2 2 - 2 2 - ri VECTOR PROCESSOR DETECTOR CARDS, OR APPROVED EQUAL. ,2 12PR #19 INTERCONNECT - - --7- - - - - - O d - PROTECT IN PLACE EXISTING CONTROLLER CABINET AND SERVICE CABINET EVPE 1 1 2 2 3 - 1 4 4 IV' Af8L P. -1 J EX. C/G CB INSTALL CONDUIT INTO EXISTING PULLBOX CONDUIT SIZE 3" 3.5" 3.5" 4" 4° 3" 3.5" 2-4" 2-4" rq1 f4P 1 f - PERCENT FILL RATIO (%) 13% 14% 21% 223- 28% 8% 1 14% 22% 21% EX. C/G YL__i� ; y3 �r M ALL CONDUCTORS AND CABLES ARE EXISTING UNLESS NOTED OTHERWISE; (N)= NEW 4r E io woo TRAFFIC SIGNAL GENERAL NOTES m ® - - PHASE DIAGRAM Ln 1. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE THE STANDARD PLANS AND r SPECIFICATIONS OF THE STATE OF CALIFORNIA, LATEST EDITION, AND THE CALIFORNIA MANUAL — — woo OF TRAFFIC CONTROL DEVICE$ TIE CURRENT CITY OF REDLANDS STANDARD SPECIFICATIONS F�k� ---y I A1771 ND DETAILS, UNLESS SPECIFIED ON THE PLANS. IC-�'111LLJ 10+00 Yi--- 285,TO _ 2. THE EXACT LOCATION OF SIGNAL STANDARDS SHALL BE DETERMINED IN THE FIELD BY THE N = I— - -b CITY ENGINEER. - LIMIT LINE 01 02 & 02P 03 04& 04P _ 3. ALL SIGNAL HEAD SHALL BE PROVIDED WITH METAL BACKPLATES.SIGNAL HEADS SHALL NOT BE PLASTIC.ALL SIGNAL INDICATIONS SHALL BE 12"LE.D.'S. LE.D.'S SHALL INCORPORATE ® QM 0010 GENERAL ELECTRIC(GE), AS ALL LE.D.'S OR APPROVED EQUAL,AND SHALL BE TESTED TO 02 MEET ITE STANDARD ST-0088. 285'TO 4. ALL PULLBOXES SHALL BE No.6 DOUBLE DEPTH UNLESS OTHERWISE SHOWN AND SHALL BE ,.IT LINE N 1111111111111111110 woo ul I ® 05 06 & 06P 07 08 & 08P SET ON 6"OF 3/4"GRAVEL ALL PULLBOX BOTTOMS SHALL BE SEALED WITH 2"MORTAR 1-1 — WITH A 1"WEEP HOLE.ALL CONDUITS INSTALLED IN ANY PULL BOXES SHALL BE CUT OFF 3" '1" MONO 0010I ABOVE THE BOTTOM. MAXIMUM PULLBOX SPACING SHALL BE 200' CUR J, N f2<- N� EX. �T 5. ALL CONDUIT SHALL BE SCHEDULE 80 P.V.C. AND SHALL HAVE A MINIMUM OF 24"COVER IN Q��T �T s�����T <�:;f2PWon ALL TRAFFIC LOADED AREAS. THERE SHALL BE A 24"RADIUS ON ALL CONDUITS. S\ JR��\O �I)' f4w 04 -J 6. CONDUIT BETWEEN PULL BOX AND SIGNAL STANDARD SHALL BE 2-1/2"PVC FOR TYPE 1-A AVE aP,T A M M--M ------ AND 3"PVC FOR ALL MAST ARM POLES. ,S \4 i _-y^A IIII''I' i .=, X. C G 7. PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE THE'NAVIGATOR iN2"PUSH BUTTON,AS MANUFACTURED BY POLARA,OR APPROVED EQUAL. , 8. THE SOUTHERN CAUFORNIA EDITION COMPANY SHALL PROVIDE SERVICE FOR THE SIGNAL.THE Yy CONTRACTOR SHALL BE RESPONSIBLE FOR THE FEED AS SHOWN ON THIS PLAN. 1 -`---- ----'---- ---'� 9. LUMINAIRE CONDUCTORS SHALL BE RUN THROUGH THE CONTROLLER. THEY SHALL RUN DIRECTLY FROM THE FEED AS SHOWN ON THIS PLAN. 10.THE CONTRACTOR SHALL INSTALL A TYPE IV PEC M OPERATE THE LUMINAIRES ON EACH } i STANDARD. 11. SAFETY LUMINAIRES SHALL HAVE#8 COPPER`IRE ONE BLACK, ONE WHITE AND#10 COPPER WIRE GOING UP IN THE POLE(ONE BLACK, ONE WHITE). North 12.SEE STRIPING PLAN FOR SIGNING AND STRIPING INSTALLATION. * 0 20 40 LEGEND s SCALE 1"=20' 6'X 50'VIDEO DETECTION ZONE PROPOSED SIGNAL EQUIPMENT ® Plea Prepeved By.MING GUAN R.C.E.75793 CITY OF REDLANDS G G 6'X 25'VIDEO DETECTION ZONE �'-�--- EXISTING SIGNAL EQUIPMENT w ® OYADfESS ( Municipal Utilities and Engineering Department z uq ® 6'X 6'VIDEO DETECTION ZONE <'.,}t— REMOVED SIGNAL EQUIPMENT EAST VALLEY CORRIDOR~ KOPA Dete �" T BIKE ROUTE INTERCONNECT m� � ND. 93 z N J si * PROJECT NO.47029 DNE IS 2 INCHES "Gory minEMEry ,,a APPROVED BY: AT FULL SIZE 319ocshellbys<reee ATfOFCALIF©\ TRAFFIC SIGNAL PLAN o �IIII'\IIII�\�I('III'/V1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO IF NOT 2'—SCALE ACCORDINGLY 3190C Callfomia9nfiq � CS Tel'.(909)890-9693 Far.(909)890-9694 �R R!N!W!A By. DEPARTMENT OF PUBLIC WORKS Dwlgned by. Dote: 10/10/19 y MG ApK l Bdroy.EnaEroerM Mvxar.RGE 75H8 Dote BENCHMARK checked by. Appromd Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 EM DATE URVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ym Pkbabd Prod Ma 'RA.E7-18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/18 galert.org AN('E ST AND SAN BERNAROINO AVE,EAST END OF CURB Shae< 15 M 17 Sh-h DIAL:811 CITY ENGINEER ALEX OISHTA ENRN. attar Oeecr ptlon Data Initltl Inklal Inild Ch k d by Scale: Noft AS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER N0. 66702 FQR CITY USE ONLY: FILE NO. C.I.P. NO. Y BPS AOBSERVAE IONSIFORNIA STATE PLANE,ZONE 5,(NAD83), tea: — v L AS SHOWN Revisions INSTALL TUNNEL VISOR CONDUCTOR SCHEDULE POLE SCHEDULE R POLE SIGNAL STANDARD SIGNAL MOUNTING PLACDAENTFED RUNS PHASE DIAGRAM SIGNAL wM wL1waRE MAST PRM p IM SIONS R,S.N.S. REMARKS No. TYPE (EIGHT A M.A HPSV VEHICLE PEDESTRIAN 'A" "B' R WAD ARROW AWG POLE Fs Y - A; 61A-5-129 35' 55' 15, 20OW -3-TA(N MAS 2-MAS SP-1-T 13' 3' 4 1 E f Marigold Ave. 1-A 10 - - - TV-1-T v�CJ 1 ' - SP-1-T 11 5' 6 S - 12c G ---y C - - - - - - - - - - - - 4A-4-12 35' 35' 15' 20OW SV-1-T 2-MAS SP-1-T 10' 5' 6 S f San Bernardino Ave. A 01 02 & 2P 03 04 & 04P 18-1-100 18'-6' 15' - - TV-3-T(N) - SP-1-T 13' 3' 8 W - L - - - - - - - DETAIL A / 2-MA E IUD) - _ - _ - _ - _ - _ 1 1 1 1 1 1 1 1 NTS BIKE f---y ;E; 61-5-129 30' 60' 15' 200W SV-1-T MAS SP-1-T 20' 3' 8 S f Marigold Ave. PPB POST 3'10- - - - - - - 33' 3' 2 N — - C :F) - - - 1 - 1 - 1 - 1 - - - - - 1 - 1 ;G; 1-A 10' - - - TV-2-T - SP-1-T 21' 5' - - - - 09 BIKE 05 06 & 06P 07 08 & 08P A `�) - 1 1 1 1 - - 1 1 _ HJ 61-5-129 30' 60' 15' 200W SV-1-T 2-MAS SP-1-T 28' 5' - - - San Bernardino Ave. B L \H) - - 1 1 1 - - 1 1 {I,` PPB POST 3'l0' - - - - - - 43' 3' 2 N f - E 1 1 1 1-A 10' - - - TV-1-T SP-1-T 21' 3' 4 E - F z I\�) - _ g - 1 Pury 310' - - - - - - -3' 2' 6 N- 1 N1 N1 N 7 POST N 3'10' - - - - - - SEE Od PLANS 6 S f© 1 i N i N i N i N N11 ALL EQUIPMENT SHALL BE EXISTING UNLESS OTHERWISE NOTED,(N) NEW.TOTAL 2 1 3 4 6 , 2 1 9 9 SIGN LEGEND: VIDEO POWER 1 1 2 2 3 - 1 4 4 TRAFFIC SIGNAL CONSTRUCTION NOTES VIDEO COAX CABLE 1 1 2 2 3 - 1 4 4 Q� ❑1 SFURNISH AND PECIFICATIONS.STALL BIKE PUSH BUTTON ON SIGNAL POLE PER MANUFACTURER L L \ 91 r1 �2 FURNISH AND INSTALL SIGN ON BIKE PUSH BUTTON POLE. PUSH BUTTON TOTAL CABLES 2 2 4 4 6 - 2 8 8 8, �c3 REMOVE EXISTING VIDEO DETECTOR CARDS AND REPLACE FOUR(4)ITERIS VANTAGE FOR GHTEN #10 SIGNAL COMMON 1 1 1 1 1 2 2 VECTOR PROCESSOR DETECTOR CARDS, OR APPROVED EQUAL `�) ® PROTECT IN PLACE EXISTING CONTROLLER CABINET AND SERVICE CABINET RIO-26 #8 LUMINAIRES 2 2 2 2 2 - 2 2 2 O `B) g CB INSTALL CONDUIT INTO EXISTING PULLBOX N SAN BERRM) iO AVE - 12PR#19 INTERCONNECT - - - 1 1 1 1 1 1 \(45 WO _y u EX.ySC./12 PR#19SIC EVPE 1 1 2 2 3 - 1 4 4 DETAIL"A" Ai a 03I f8 . 06P L PROP.BIKE PU BUTTON EX. C/G W E CONDUIT SIZE 3.5" 3.5° 3.5" 3.5" 3.5" 3" 2.5" -3.5 -3.5 ❑ DETAIL B ---q • _ - _ - - -1- - - - - - - - - _ _ - - - -DETAIL"A" - - ~ _ - -f°- - - - - - PERCENT FILL RA-10 (%) 14% 19% 26% 35% 45% 14% 37% 32% 32% � � ..:��._ - ALL CONDUCTORS AND CABLES ARE EXISTING UNLESS NOTED OTHERWISE; (N)= NEW __——— ———— ~ ® S PROP. BIKE PUSH BUTTON OK 7� o 911 QUADRANT TRAFFIC SIGNAL GENERAL NOTES 06 PROP. RAISED ISLAND R10-26 2 1 / --.1 — — — — — — — — - PUSH BUTTON LOCATION 1 SPECIFICATIONS OF THE STATE IN SHALL BE ACCORDANCE CAOFORNIAE LATES WTH THE THE STANDARD PLANS AND EDITION AND THE CALIFORNIA MANUAL OF PROP. RAISED ISLAND ,q, DETAIL'A" (TOP VIEW) TRAFFIC CONTROL DEVICES,THE CURRENT CITY OF REDLANDS STANDARD SPECIFICATIONS AND -',�,> 06 �_ DETAILS, UNLESS SPECIFIED ON THE PLANS. ' — — — — — 2. THE EXACT LOCATION OF SIGNAL STANDARDS SHALL BE DETERMINED IN THE FIELD BY THE CITY /1' =T CURB FACE A -A d�i ENGINEER. ---' _ 01 42+00 _ -- i _ -- 3. 00��yi ' —MMMM---- _ ALL SIGNAL HEAD SHALL BE PROVIDED WITH METAL BACKPLATES.SIGNAL HEADS SHALL NOT BE - - - - I- - LIMIT LINE �9 PLASTIC.ALL SIGNAL INDICATIONS SHALL BE 12"L.E.D.'S. L.E.D.'S SHALL INCORPORATE GENERAL ELECTRIC(GE), AS ALL L.E.D.'S OR APPROVED EQUAL,AND SHALL BE TESTED TO MEET ITEci STANDARD ST-008B. � `r s '� i__I a / 4. ALL PULLBOXES SHALL BE No. 6 DOUBLE DEPTH UNLESS OTHERWISE SHOWN AND SHALL BE SET —® — ��-I 02, I B.C.R. ON 6"OF 3/4"GRAVEL.ALL PULLBOX BOTTOMS SHALL BE SEALED WITH 2"MORTAR WITH A 1" <j B WEEP HOLE. ALL CONDUITS INSTALLED IN ANY PULL BOXES SHALL BE CUT OFF 3"ABOVE THE pig ® o _ BOTTOM. MAXIMUM PULLBOX SPACING SHALL BE 200' 5. ALL CONDUIT SHALL BE SCHEDULE 80 P.V.C.AND SHALL HAVE A MINIMUM OF 24"COVER IN POLE LOCATION DETAILALL TRAFFIC LOADED AREAS. THERE SHALL BE A 24"RADIUS ON ALL CONDUITS. N o 6. CONDUIT BETWEEN PULL BOX AND SIGNAL STANDARD SHALL BE 2-1/2"PVC FOR TYPE 1-A 285'TO—Y AND 3"PVC FOR ALL MAST ARM POLES. LIMIT LINE 7. PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE THE'NAVIGATOR 1112"PUSH BUTTON,AS MANUFACTURED BY POLARA,OR APPROVED EQUAL 8. THE SOUTHERN CALIFORNIA EDISON COMPANY SHALL PROVIDE SERVICE FOR THE SIGNAL. THE EX. C G CONTRACTOR SHALL BE RESPONSIBLE FOR THE FEED AS SHOWN ON THIS PLAN. , ® EX. 2'C./12 PR#19SIC ;3, 9. LUMINAIRE CONDUCTORS SHALL BE RUN THROUGH THE CONTROLLER. THEY SHALL RUN DIRECTLY ri ,2; Fi 08FI .__. "FROM THE FEED AS SHOWN ON THIS PLAN. 0 t � ' /Y G t_ �d-,------- ---f 10.THE CONTRACTOR SHALL INSTALL A TYPE IV PEC TO OPERATE THE LUMINAIRES ON EACH STANDARD. I 7,, 11. SAFETY LUMINAIRES SHALL HAVE#8 COPPER WIRE(ONE BLACK,ONE WHITE)AND#10 COPPER North WIRE GOING UP IN THE POLE(ONE BLACK, ONE WHITE). II 12.SEE STRIPING PLAN FOR SIGNING AND STRIPING INSTALLATION. 0 20 40 SCALE 1"=20' LEGEND 6'X 50'VIDEO DETECTION ZONE �� PROPOSED SIGNAL EQUIPMENT Plea Prepared Ely:MING GUAN R.C.E.7S793 CITY OF REDLANDS o`����q c Municipal Utilities and Engineering Department ® 6'X 25'VIDEO DETECTION ZONE <14--- EXISTING SIGNAL EQUIPMENT -- -- EAST VALLEY CORRIDOR 6'X 6'VIDEO DETECTION ZONE <C�-- REMOVED SIGNAL EQUIPMENT KOPA Data N.. 93 A BIKE ROUTE INTERCONNECT * 6i * PROJECT NO.47029 UNE IS 2 INCHES ory minEMEry a APPROVED BY: AT FULL SIZE 819ocshellbys<reet ATfOFCALIF©\ TRAFFIC SIGNAL PLAN o �IIII'\IIII�\�I('III'/V1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO IF NOT 2"-SCALE ACCORDINGLY 3190 C,Callfornia9nfiq �J� CS Tel'.(909)890-9693 Far.(909)890-9694 �R R!N!W!A Bx DEPARTMENT OF PUBLIC WORKS Dwlgaad by. Dote: 10/10/1s 3r MG 9aatan d Ddroy.EnalnsaM Mvxar.RC.E 758/8 Dote BENCHMARK cheaKed by. ADprorod Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NBW7929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ya Plbabd Prod 11 a ,RZJ-K 8 Doh -18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Data: 10/10/18 —di9alert-9 r.B1,N11�ATIES DSANBERNAROINO AVE,EAST END OF CURB Sheet 18 M 1SheeteDIAL:811 CIN ENGINEER AMEX OI6HTA Letter Description Date Initltl Inftl initW Claud byScale: Ho h AS SHOWNA PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVL ENGINEER N0. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. POBSERVAE IONgIFORNIA STATE P.E.ZONE 5,(NAD83), K - v L AS SHOWN Revisions CONDUCTOR SCHEDULE LEGEND POLE SCHEDULE POIE SIGNAL STANDARD SIGNAL MOUNTING P T PED PUSH 6'X 50'VIDEO DETECTION ZONE �— PROPOSED SIGNAL EQUIPMENT R.S.N.S. REMARKS RUNS N. TYPE HEIGHT SIGNAL _UM LUMINNRE P MAST ARM P •A" "B" WAD ARROW AWG POLE M.A M.A. HPSV VEHICLE PEDESIRIAN 6'X 25'VIDEO DETECTION ZONE EXISTING SIGNAL EQUIPMENT —�� �A) 61A-5-129 35' 55' 15, 250W SV-1-T(N) 3-MAS SP-1-T 9' 3' 4 E San Bernardino Ave. PER CITY STD. 6'X 6'VIDEO DETECTION ZONE •''1-�--- REMOVED SIGNAL EQUIPMENT 1 - - - - - - 1 1 1 1 1 1 ® "" _-_-_ B� 1-A 10' - - - N-2-T - SP-1-T 13' 3' 6 S - Cc 9A-5-10 35' 50' 15' 250W SV-1-T 2-MAS SP-1-T 22' 4' 6 S California St PER CITY STD. B �D) 1-A 10' - - - TV-2-T - SP-1-T 22' 4' 8 W - L �E1 61A-5-129 35' 60' 15' 250W SV-1-T 2-MAS SP-1-T 22' 4' 8 W f San Bernardino Ave PER CITY STD. PHASE DIAGRAM ;F) 1-A 10' - - - TV-2-r - sP-1-r 22' 4' 2 N - CD fF) 1 1 1 1 1 1 1 1 - - - 1 1 1 1 G) 61A-5-129 35' 60' 15' 250W SV-1-T 3-MAS SP-1-T 6' 5' 2 N California St PER CITY STD. A ~ - - - - - B \�) - - - - - - 1 1 1 1 1 1 1 1 1 1 CH) 1-A 10' TV-2-T SP-1-T 7' S' 4 E E �H; - _ - _ - _ - _ - _ 1 1 1 1 1 1 1 1 t---i + o z Q PPB POST 3'10" - - - - - - T 2' 8 S - - - 1 N 1 N - - - N N 01 02&02P 03 04& 04P n F NOTES: TOTAL 1 1 2 2 3 4 1 1 2 2 3 3 8 8 w 1. ALL EQUIPMENT SHALL BE EXISTING UNLESS OTHERWISE NOTED, (N) NEW. ® N f---i VIDEO POWER - 1 2 2 1 1 2 4 4 ^ CURB COAX CABLE - 1 2 2 1 1 2 4 4 \� +VIDEO 05 06 & 06P 07 08 & 08P W OE TOTAL CABLES - 2 4 4 2 2 4 8 8 ca43 a#10 SIGNAL COMMON - - - - - - - - - ih #8 LUMINAIRES - 2 2 2 2 2 2 li/2 I. II II ---- -------'---r------_ I' P W P QUADRANT POLE LOCATION 12PR #19 INTERCONNECT - - - - 1 1 4 DETAL PUSH BUTTON LOCATION EVPE - 1 1 2 1 1 2 4 4 (TO VIEW) SAN BERNMUNO AVE ------- CONDUIT SIZE 3" 4" 4" 4" 4" 4" 4" 2-4" 2-4" I III II '` PERCENT FILL RATIO (%) 8% 11% 20% 247 6% % 18% 22% 227 IREEX. C/G ;A1 " I�11 t• I PROP. BIKE PUSH BUTTON Ex. c G ALL CONDUCTORS AND CABLES ARE EXISTING UNLESS NOTED OTHERWISE; (N)= NEW kN- v © '•� ''- ® --- --- __________________====-M====_- ____-___ --- ---- --- --- --- - ---- TRAFFIC SIGNAL GENERAL NOTES `--------- --- _- 1. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE THE STANDARD PLANS AND - - - - - ''�— LIMIT LINE 8 SPECIFICATIONS OF THE STATE OF CALIFORNIA, LATEST EDITION, AND THE CALIFORNIA MANUAL tO >� OF TRAFFIC CONTROL DEVICES, THE CURRENT CITY OF REDLANDS STANDARD SPECIFICATIONS '— 1 2 R70-26 AND DETAILS,UNLESS SPECIFIED ON THE PLANS. I �-"no ff iv _ _ _ _ _ _ _ _ 2. THE EXACT LOCATION OF SIGNAL STANDARDS SHALL BE DETERMINED IN THE FIELD BY THE _ _ _ - - 6,- I - . . . . . . . " . ' ' ' 8 o - ® CITY ENGINEER. 3. ALL SIGNAL HEAD SHALL BE PROVIDED WITH METAL BACKPLATES.SIGNAL HEADS SHALL NOT _ _ _ _ - " - - - - " mmomi - BE PLASTIC. ALL SIGNAL INDICATIONS SHALL BE 12"L.E.D.'S. L.E.D.'S SHALL INCORPORATE - - - - - - GENERAL ELECTRIC(GE),AS ALL L.E.D.'S OR APPROVED EQUAL,AND SHALL BE TESTED TO _ MEET ITE STANDARD ST-0088. 63+ 0 _ N 65 4. ALL PULLBOXES SHALL BE No.6 DOUBLE DEPTH UNLESS OTHERWISE SHOWN AND SHALL BE - - o - i - - v - - __ __ _ SET ON 6'OF 3/4" GRAVEL. ALL PULLBOX BOTTOMS SHALL BE SEALED WITH 2"MORTAR _ _ - - - - -- , -------------`--_---- - __---------- WITH A 1"WEEP HOLE. ALL CONDUITS INSTALLED IN ANY PULL BOXES SHALL BE CUT OFF 3" god ------------ ------------------------------------" ---------_ ABOVE THE BOTTOM. MAXIMUM PULLBOX SPACING SHALL BE 200' — a 5. ALL CONDUIT SHALL BE SCHEDULE 80 P.V.C.AND SHALL HAVE A MINIMUM OF 24"COVER IN -©r I• � - ALL TRAFFIC LOADED AREAS.THERE SHALL BE A 24"RADIUS ON ALL CONDUITS. 6. CONDUIT BETWEEN PULL BOX AND SIGNAL STANDARD SHALL BE 2-1/2"PVC FOR TYPE 1-A AND 3"PVC FOR ALL MAST ARM POLES. O �yl 7. PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE THE'NAVIGATOR iN2"PUSH BUTTON,AS — MANUFACTURED BY POLARA,OR APPROVED EQUAL - ' I 011111111111�* 345'TO ��< I i� 8. THE SOUTHERN CALIFORNIA EDISON COMPANY SHALL PROVIDE SERVICE FOR THE SIGNAL THE _ _ _ ------------------------ ---- --c-==--_-- ___________________ SHALL BE RESPONSIBLE FOR THE FEED AS SHOWN ON TITS PLAN. _===_HMFT'-LINE==_ _____-_====-x__ ______ _____________ �' --------�- -- - _---------------- CONTRACTOR - ---------- --- 02 _ -'"' aI $ �' ___ - - -�- -A- - p 9. LUMINAIRE CONDUCTORS SHALL BE RUN THROUGH THE CONTROLLER.THEY SHALL RUN 01 I w0 '::`. 021� DIRECTLY FROM THE FEED AS SHOWN ON THIS PLAN. " 10.THE CONTRACTOR SHALL INSTALL A TYPE IV PEC TO OPERATE THE LUMINAIRES ON EACH -- ft � STANDARD. ® ® Xc. iN'W' _ '_-, _ --- 11. SAFETY LUMINAIRES SHALL HAVE#8 COPPER WIRE(ONE BLACK, ONE MITE) AND#10 --'---"-'-"- COPPER WIRE GOING UP IN THE POLE(ONE BLACK, ONE WHITE). i •_ III ;---�--• � I%; 5 ;® � � I < 12.SEE STRIPING PLAN FOR SIGNING AND STRIPING INSTALLATION. } SIGN LEGEND: i` TRAFFIC SIGNAL CONSTRUCTION NOTES R O % W North Z FURNISH AND INSTALL BIKE PUSH BUTTON ON SIGNAL POLE PER MANUFACTURER Y SPECIFICATIONS. PUSH O Q ® = G SCALE 21'�=20' �2 FURNISH AND INSTALL SIGN ON BIKE PUSH BUTTON POLE. BUTTON �S ❑ REMOVE EXISTING VIDEO DETECTOR CARDS AND REPLACE FOUR(4)ITERIS VANTAGE FOR OLIGHTEN G O PLn Prepared By:MING GUAN R.C.E.7S793 CITY OF REDLANDS 3 gaFESS/D VECTOR PROCESSOR DETECTOR CARDS, OR APPROVED EQUAL. Is v�G GUH e c Municipal Utilities and Engineering Department ® PROTECT IN PLACE EXISTING CONTROLLER CABINET AND SERVICE CABINET tt 11 Date EAST VALLEY CORRIDOR R10-2s DETAIL A W �, BIKE ROUTE INTERCONNECT TUTS ND. 93 >, CB INSTALL CONDUIT INTO EXISTING PULLBOXKOPA * 61 * PROJECT NO.47029 UNE IS 2 INCHES "Go v"min INNII ,,a APPROVED BY: AT FULL SIZE 3190C Shellby6ereee ATfOFCALIF©•\ TRAFFIC SIGNAL PLAN o �IIII'\IIII�\�I('III'`/1� I'I IIIIII�IIIIII I'I CITY OF SAN BERNARDINO F NOT 2•—SCALE ACCORDINGLY 0-n..Callf 1.91764 � CS Tel'.(909)890-9693 Far.(909)890-9694 RNR R!N!W!A BY DEPARTMENT OF PUBLIC WORKS Dwlgned by. Dote: 10/10/1s 3r MG ApK l Bebey.EnaHaRM Mamgr.RGE 75H8 Dote BENCHMARK checked by. Appromd Bx CITY OF REDLANDS BENCHMARK R-18 ELEV-1360.154'(NGVD1929. Data: 10/10/19 DIAL/LOG-0N 2 WORKING DAYB BEFORE YOU DIG BEFORE YOU DIG DATE SURVEY IS BASED UPON CITY OF REDLANDS BENCHMARK NO. Drawn by. WG Dmdd P.Ym Pkbabd ftj o Maa ,R.FE K 18 Doh —18 BEING A BRASS DISC IN TOP OF CURB AT NE CORNER OF Date: 10/10/19 —digalert.org ANSE ST AND SAN BERNARDINO AVE,EAST END OF CURB $Iles! 17 M 17 Sneeh DIAL:811 CITY ENGINEER ALEX OISHTA ETURN. attar Oeecr ptlon Date Initltl Initial initial Gaud by Scale: H tAS SHOWN A PUBLIC SERVICE BV UNDERGROUND SERVICE ALERT REGISTERED CIVIL ENGINEER N0. 66702 FOR CITY USE ONLY: FILE NO. C.I.P. NO. Y GPDS ATES OBSERVAEIONSIFORNIA STATE PLANE,ZONE 5,(NAD83), Data: — v L AS SHOWN Revisions