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HomeMy WebLinkAboutItem 7c. Attachment B - 2025 Paving Project Plans (2000616) Reference Documents: City Standard Specifications -August 2020 Edition City Engineering Standards - August 2020 Edition index to plans sheet no.description san luis obispo county, california 2025 PAVING PROJECT T1 VICINITY MAP, GENERAL NOTES D1-2 DETAILS C1-7 CURB RAMPS P1-3 SACRAMENTO P4-8 TANK FARM APPROVED BY SPECIFICATION NO.DATE of SHEET Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date 35DATE 2000616 T1FILE NO./LOCATION [MO DAY, YEAR] S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L B R I A N A . NEL S O N No. C 79870 1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED). COMPLY WITH CALTRANS CURRENT STANDARDS FOR MADONNA STRIPING (SHEETS S02-S03). 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT. 4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION. 6.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES. 7.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE. 8.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION. 9.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECT BENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26. 10.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A 11.UNLESS OTHERWISE SHOWN HEREIN, ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 - A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84. 12.GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT PER SECTION 84-6.01. INSTALLATION ON AC AND/OR CONCRETE SURFACE SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 13.CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED. 14.THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION. 15.FLEX POST MUST BE PEXCO CITY POST MODEL EAC OR APPROVED EQUAL. FLEX POST SPECIFICATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO PROCUREMENT. 16.RECTANGULAR RAPID FLASHING BEACONS (RRFB) AND RADAR SPEED FEEDBACK SIGN EQUIPMENT SUBMITTALS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PROCUREMENT 17.HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920. DO NOT INSTALL IN BIKE LANES 18.DO NOT APPLY ROADWAY STRIPING OR PAVEMENT MARKINGS ON PCC UTILITY COLLARS UNLESS OTHERWISE APPROVED BY THE ENGINEER. general notes: legend: FIRE HYDRANT HYDRANT MARKER DRIVEWAY SIGN POST RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM STORM DRAIN INLET STORM DRAIN PIPE GAS LINE TREE PROTECTION 1.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STANDARD SPECIFICATIONS SECTION 20. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK. 2.WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES: a.USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREES b.BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENT c.EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREES d.UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY LAYOUT APPROVAL 1.ALL STRIPING LAYOUTS, PLACEMENT OF VERTICAL ROADWAY ELEMENTS (I.E. FLEX POSTS, MEDIANS, ETC.), PARKING STALL TEES AND CURB PAINTING LIMITS SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 2.NEW SIGN POSTS MUST BE INSTALLED PER ENG. STD. 7210 & 7215 AND LOCATIONS MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 3.UNLESS OTHERWISE NOTED HEREIN, ALL LANE WIDTH DIMENSIONS ARE MEASURED FROM CENTER OF STRIPE TO FACE OF CURB (OR EDGE OF PAVEMENT WHERE NO CURB EXISTS AT OUTSIDE EDGE OF ROADWAY). 4.CONTRACTOR IS RESPONSIBLE FOR RE-INSTALLING ANY EXISTING RED CURB PAINT REMOVED WITH RECONSTRUCTION OF CURB RAMPS. LIMITS OF RED CURB REPLACEMENT TO BE MARKED IN FIELD AND CONFIRMED BY ENGINEER PRIOR TO REINSTALLATION. P9-10 ORCUTT Base Bid Add. Alt. A N ADJUST TO FINISHED GRADE PER CITY STDs. STORM or SEWER MANHOLE (PER 6040) WATER VALVE (PER 6040) MONUMENT (PER 9020) TRAFFIC BOX COMMUNICATIONS (PER 9030) GAS COVER HMA SURFACE 6" DEPTH PER DETAIL Z, SHEET D2 HMA SURFACE 10" DEPTH PER DETAIL Y, SHEET D2 REPLACE REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610. INSTALL NEW CONE AND GRADE RINGS AS NECESSARY TO COMPLETE THE WORK. P11-12 CALLE JOAQUIN Add. Alt. B S1 SANTA ROSA & MILL S2-3 MADONNA (HIGUERA TO 101) S4-5 PRADO (HIGUERA TO E. END) S6-11 BROAD (ORCUTT TO TANK FARM) S12-13 TANK FARM (WEST OF BROAD) Striping Refresh CASE 1 SOLID GREEN BIKE LANE CASE 2 DASHED GREEN BIKE LANE EXTENSION APPROACHING INTERSECTION RIGHT TURN CONFLICT AREAS CASE 3 DASHED GREEN BIKE LANE EXTENSION THROUGH INTERSECTIONS AND ACROSS DRIVEWAYS GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR APPROVED EQUIVALENT SEE GENERAL NOTES AND SPECIAL PROVISIONS FOR ADDITIONAL REFERENCE NOT TO SCALE BIKE BUFFERA NOT TO SCALE MODIFIED CITY STD 7360E NOT TO SCALE CENTERLINE PAVEMENT MARKERSC NOT TO SCALE MODIFIED R10-15 SIGND AUTO LANE BIKE LANE 45°' 20' WIDTH PER PLAN 6" WHITE STRIPE WHITE BIKE LANE SYMBOL WITH PERSON AND BIKE ARROW PER CALTRANS STANDARD 6" WHITE STRIPE GREEN BIKE LANE PAVEMENT COATING 6" WHITE STRIPE GREEN BIKE LANE PAVEMENT COATING 6" WHITE STRIPE GREEN BIKE LANE PAVEMENT COATING 2" YELLOW BOTS DOTS, TYPE AY MARKER PER 2015 CALTRANS STANDARD PLAN A20A EXISTING DETAIL 22 5' HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3501 2000616 DATE AS NOTED BN WBH KH HN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. DE T A I L S D 30" 30" NOT TO SCALE BIKE BUFFER WITH PAVEMENT PARKERSB AUTO LANE 45°' 20' WIDTH PER PLAN 6" WHITE STRIPE EXISTING DETAIL 27B BIKE LANE 20' OR AS NOTED 4'8' 2' 3' 5' 2" 2" WHITE BOTS DOTS, TYPE A WHITE MARKER PER 2015 CALTRANS STANDARD PLAN A20A. 166.39 SW J/CC 166.56 BW J166.34 SD BX AP 166.35 SD BX AP 166.36 SW J 166.49 BW J EC 166.32 SDMH 166.34 UMSD PBC 166.30 TC 165.82 FL 165.93 LIP 166.17 AC 166.37 AC 166.19 BIKE 166.30 TC EC 165.84 FL 165.79 FL@INLET 165.79 FL@INLET 165.98 LIP166.39 AC 166.34 TC 165.96 FL166.09 LIP 166.30 AC 166.44 STR 166.23 CB/GB 166.50 TX BC 166.09 FL 166.16 LIP166.23 GB 166.14 GB 166.50 CB 166.60 RMP 166.73 RMP 166.79 RMP 166.93 RMP 166.95 RMP 166.94 PBTS 166.79 TX BC 166.37 FL 166.45 LIP166.51 GB 166.48 GB1 166.23 GB1 166.22 GB1 166.31 GB1 166.30 GB 166.23 LIP 166.16 FL 166.21 BX 166.24 BX/FL 166.21 FL 166.32 LIP 166.37 GB166.35 GB1 166.18 GB1 166.41 PBTS 166.55 SIG 166.78 TOP PLATE 166.78 TOP PLATE 166.79 TOP PLATE 166.54 FS 166.60 FS 166.58 FS 166.57 BW 166.62 FD N/T LS5702 166.66 BW 166.80 BW 166.38 UTIL CAB AP 166.38 UTIL CAB AP 166.36 UTIL CAB AP 166.35 UTIL CAB AP 166.33 UTIL CAB AP 166.47 UME 166.40 UME 166.93 UME 166.98 UME 166.97 SIG 166.54 MAT 166.48 MAT 166.43 CB AP 166.48 CB 166.60 CB 166.34 LIP166.39 GB166.37 GB1 166.36 AC 166.46 AC 166.53 AC 166.54 CB 166.68 CB 166.78 STR 166.54 CB 167.25 SDMH 167.24 SD BX AP 167.33 SD BX AP 167.50 18" UTIL CAB 167.50 CC1 167.47 CC1 167.48 CC1 167.48 CC1 167.25 CC2 167.26 CC2 167.17 CC2167.19 TC 167.08 TC BC166.36 FL 166.36 FL@INLET 166.44 FL@INLET 166.57 LIP 166.64 AC 166.76 AC 166.87 TC166.38 FL 166.51 LIP BC 166.50 LIP POC 166.52 LIP EC 166.53 LIP BC 166.85 TC 166.43 FL 166.55 AC 166.60 R ARROW TIP 166.72 AC 166.83 AC 166.69 LIP 166.77 AC 166.86 AC 166.94 AC 166.55 FL 167.19 TC J 166.98 FH 167.68 15" TREE 167.83 BW S GB 167.84 SW S GB 167.54 SW S PCC 167.43 BW S 167.15 BW S PRC 167.16 BW CRACK 167.37 SW CRACK 167.23 SW S 167.24 SW 167.40 NG 168.12 MON SGN BASE AP 168.14 MON SGN BASE AP 168.02 MON SGN BASE AP 168.02 MON SGN BASE AP 166.67 NG 166.64 GB 166.69 GB 166.99 GB 167.02 NG 167.49 TOP 39"DIA METAL UTIL LID167.26 NG 166.99 BW 166.87 SGN 4 167.22 TOP BASE 167.65 NG 167.69 NG 166.62 LIP 167.05 FS 166.99 FS 166.83 TC EC166.39 FL 166.50 LIP 166.44 TC EC166.11 FL 166.18 LIP166.27 GB166.28 GB1 166.39 AC 166.53 AC TANK FARM RD BR O A D S T 3 9 10 2 9 10 11 0.5% 1.5 % 1 . 5 % 1 . 8 % 1 . 8 % 1. 8 % 2.0%1.0% 0. 0 % 1 . 5 % 1.5% 2. 3 % 9 . 0 % 9.0 % 2 . 3 % 1.5% 1 . 5 % 6.4% 1 . 5 % 0. 2 % 6.8% 6.3% 3.1 % 2. 5 % 5.0% 5.0% 4.5% 4.5% 2.8% 5.9' 11.2' 8. 2 ' 4. 1 ' 12.5'2.0'4.7' 4. 3 ' 5.5' 6. 5 ' R 5 . 4 ' 2. 0 ' 4. 1 ' 10.5 ' 5. 0 ' 1 0 . 0 ' 4.2' 6.7' 1 0 . 5 ' 5 . 0 ' 3. 8 ' 1 1 168.30 AC 168.26 AC 168.27 AC 168.18 LIP 168.09 FL168.65 TC 168.61 TC J 168.04 FL 168.17 LIP 168.24 AC 168.24 AC 168.25 AC168.17 AC 168.14 AC 168.13 AC 168.19 AC 168.20 AC 168.19 AC 168.06 LIP 167.95 FL168.53 TC 168.50 TC EC J 167.91 FL 168.02 LIP 167.96 LIP 167.92 LIP 167.89 LIP 168.02 AC 168.08 AC 168.16 AC 168.10 AC 168.09 AC 167.99 STR 167.88 LIP 167.84 LIP 167.79 FL1 167.84 FL2/FL1 167.87 FL1 167.88 FL1 167.92 FL1 167.95 FL168.52 TC 168.51 TC J 167.98 FL 168.06 FL 168.53 TC TX J168.51 SW BC 167.97 FL2 167.89 FL2 167.88 LIP167.84 2" BRASS TAG STMPD "G" 168.03 AC 167.90 AC 168.28 AC 168.37 AC 168.41 AC 168.38 LIP 168.28 LIP 168.27 AC168.21 AC 168.06 AC 168.06 AC 168.01 LIP 168.16 LIP 168.09 FL 168.13 TC J 168.11 BX 168.07 FL 168.44 MAT 168.69 MAT 168.77 BW GB 168.75 NG 168.79 MON SGN 168.59 MON SGN 168.55 TC J 168.11 FL 168.29 FL 168.73 TC 168.74 TC 168.31 FL 168.36 FL 168.78 TC TX 168.36 TC 168.19 TC/FL 168.23 LIP/FL 168.26 BW 168.19 TC/FL BC 168.06 FL 168.09 TC 168.63 GB JNT X 168.52 SW EC J 168.49 SW 168.63 NG 168.54 WM 168.55 WM 168.65 SW 168.78 SW J 169.02 JNT X 168.82 JNT 168.88 BW 169.04 BW J 169.06 BW J 169.17 14" TREE 168.99 1.5" BFP 168.72 NG 169.18 BW/CC 169.33 CC 169.36 CC1 169.24 BW/CC1 169.24 BW 169.18 JNT 168.93 SW 168.87 NG 169.03 JNT X 168.82 SW J 168.97 SW J 169.17 JNT X 169.24 BW J 169.17 BW J 169.14 JNT X 169.01 SW BC J 168.86 NG 169.31 NG 169.23 PBTV 169.14 PBT 169.25 NG TANK FARM RD 711 TANK FARM 1.2 % 1 .2 % 0.4%0.4% 1. 5 % 2. 0 % 0.2% 3. 5 % 2.8% 1. 1 % 0.2% 0. 5 % 1.5% 7.5% 5.5% 2. 4 % 9. 0 ' 2.8' 6.6' 4.2' 11.4' 10.0' 14.4' 4. 2 % 2.0' 3.7'13.8' 2. 0 ' 10 . 0 ' 12.1' 6. 1 ' 1. 5 ' 1.6' 171.95 SW J 172.08 JNT 172.19 BW J 172.80 NG 172.13 NG 171.54 BW J 171.44 JNT 171.33 SW J171.06 SW170.84 SW J 171.02 JNT X 171.20 JNT 171.36 BW 171.85 NG 171.15 BW J/CFFS 171.71 NG 170.63 LIP 170.59 AC 170.54 AC 170.22 AC 170.28 AC 170.78 LIP BGN 170.63 FL 171.18 TC BC 171.41 NG 172.20 NG 170.90 AC 171.05 AC 170.67 AC 170.56 AC 170.35 SSCO 170.48 LIP 170.14 FL 170.66 TC170.85 NG 171.88 NG 171.03 NG 170.38 NG 170.17 TC 169.63 FL 170.11 LIP 170.15 AC 170.20 AC 170.18 STOP 169.86 SB 169.82 LIP 169.66 LIP 169.55 LIP 169.82 LIP 169.86 AC 169.70 AC 169.84 AC 169.94 AC 170.16 AC 170.32 AC 170.10 AC 169.96 LIP 170.10 LIP 169.98 FL1/FL2 169.96 FL1 170.09 LIP 170.13 SC 170.19 AC 170.25 AC 169.92 LIP 169.97 SC 170.03 AC 170.09 AC 169.68 FL1 169.81 LIP 169.84 SC 169.94 AC 169.99 AC 169.40 FL1 169.56 LIP 169.58 SC 169.64 AC 169.69 AC 169.88 AC 169.84 AC 169.77 SC 169.75 LIP 169.71 LIP 169.54 FL1 171.02 AC 171.10 AC 171.13 LIP 170.37 LIP 170.30 FL2 170.09 FL2 170.18 FS 170.35 FS 170.26 FS 170.13 FL1 170.28 LIP 170.32 SC 170.36 AC 170.44 AC 170.58 AC 170.51 AC 170.46 SC 170.42 LIP J 170.26 FL1 170.33 FL 170.79 TC EC J 170.79 TC BC 170.79 TC PRC 170.43 FL 170.41 FL RMP J 170.36 FL 170.59 FL 170.87 TC 170.98 TC 170.38 RMP JNT 170.41 RMP JNT T 170.36 GB 170.32 GB 170.33 GB 170.47 GB 171.04 TC BC 170.51 FL 171.03 TC170.47 FL RMP J 171.10 TC 170.57 FL 170.56 FL2 171.00 FL2 171.03 FL 171.48 TC 171.28 TC 170.80 FL 171.85 TC EC 171.39 FL 171.50 LIP END 171.55 AC 171.54 AC 171.34 NG 171.61 NG 171.05 TC 170.84 FL170.59 FL 171.06 TC 171.41 NG 171.69 NG 172.40 NG 172.90 NG 171.54 FL 171.34 FL 171.73 TC 171.93 NG 171.36 AC 171.42 AC 170.89 FL 169.99 SGN 170.01 TC 169.46 FL 169.68 FS 169.59 FS 169.37 FS 169.24 FS 169.36 FS 169.91 TC EC 169.43 FL 169.43 FL RMP J169.41 GB 169.30 GB 169.32 RMP J T 169.21 RMP J 169.17 GB 169.10 GB 169.24 RMP J 169.30 FL 169.62 TC PRC 169.60 TC EC169.11 FL169.07 FL 169.56 TC J 169.05 FL1 169.23 LIP J 169.29 SC 169.36 AC 169.37 AC 169.22 FL1 169.38 LIP 169.42 SC 169.43 AC 169.47 AC 169.28 AC 169.24 AC 169.20 SC 169.11 LIP 168.92 FL1 168.93 FL 169.52 TC 169.50 TC BC169.02 FL 169.56 CFFS TR 169.63 TC BC 169.40 FL 169.78 TR J 169.94 BW TR J 170.31 NG 169.77 CFFS/BW EC 170.33 NG 170.34 NG 169.48 FL 169.79 TC 169.84 TC169.41 FL169.74 FL 169.78 TC AP 169.67 JNT 169.43 JNT 169.27 GB1 169.30 GB1 169.82 JNT 169.61 SW 170.00 BW 170.42 NG 170.07 BW J 169.91 JNT X 169.67 SW J 169.81 SW 170.00 JNT 170.14 BW 170.54 NG 169.42 TC EC J168.87 FL 169.00 LIP 169.11 AC 169.11 SC 169.18 AC 169.06 LIP 168.90 FL 169.49 TC 171.06 TC BC J170.50 FL 170.60 LIP 170.64 AC 170.67 SC 170.79 AC 170.97 TC170.44 FL 170.40 FL1 170.46 FL1 170.33 FL1 170.51 LIP 170.56 SC 170.64 AC 170.38 FL 170.87 TC 170.70 JNT 171.27 WM 171.34 WM 171.14 CC 171.33 CC BC 171.47 CC EC 171.54 CC BC 171.69 CC PRC 171.72 CC EC 171.14 TC J170.55 FL 170.65 LIP 170.81 SC 170.91 AC R=20' R=20' TANK FARM RD MA R I G O L D C E N T E R 1.7%1.7% 4. 7 % 4. 7 % 1 . 0 % 1.0% 5 . 2 % 1. 5 % 1.5% 2. 4 % 3.8% 6.4% 6.4% 1.5% 1. 5 % 1.6%1.6% 1.6% 4. 1 % 4. 1 % 0.5% 1. 5 % 2.7% 0 .8 % 5 .2 % 5.7% 4. 5 % 3.3% 0.2% 1. 5 % 1. 5 % 0.2% 0.2% 0.2% 0.5% 1. 5 % 7.2'14.0'10.4' 2. 0 ' 10.5' 12. 2 ' 10.5' 8. 3 ' 10 . 9 ' 9' 9. 2 ' 7 . 5 ' 1 1 . 2 ' 12.9' 8.3'14.0'9.8' 2. 0 ' 10.1' 9' 7.3'8.9'4.2'7.8' 2.0' 2.0' 8.8'4.2'8.0'8.9' 1. 7 ' 1.7' 1.7' 1. 7 ' CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 C1 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N TA N K F A R M R O A D CU R B R A M P I M P R O V E M E N T S CURB RAMP GENERAL NOTES 1.CONSTRUCT CURB RAMP PER CITY ENG. STD. 4440 2.CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 4030. 3.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS. 4.RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK. 5.CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE RED PAINT CAN BE APPLIED. 6.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910. 7.CONTRACTOR MUST COORDINATE WITH UTILITY COMPANIES TO ADJUST UTILITY BOXES/COVERS TO FINISHED SURFACE. 8.ALL TRAFFIC SIGNAL BOXES WITHIN THE LIMITS OF WORK MUST BE REPLACED AND ADJUSTED TO FINISHED SURFACE. 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 174.30 BW 174.17 NG 174.38 BW J 174.48 BW LIFTED 174.16 SW J 174.12 SW 174.14 SW J 174.24 SW S 174.35 CFFS J 174.53 CFFS J 174.58 BW 174.55 BW S 174.56 BW J 174.54 BW S 174.28 NG 174.55 NG 174.32 SW 174.46 TC BC 174.00 FL/CFFS 174.10 CFFS 174.24 CFFS 174.48 FL/CFFS 174.92 TC EC 174.94 TC J 174.51 FL174.49 FL 174.78 TC 174.83 NG 175.21 SGN 174.76 LIP J174.71 SB 174.94 SB 175.09 STOP 175.13 LIP174.92 FL 175.33 TC 175.27 NG 175.24 NG 175.87 TC BC 175.35 FL 175.89 TC 175.47 LIP BGN 175.43 AC 175.43 AC 175.37 AC 175.10 AC 175.08 AC 174.78 AC 175.55 AC 175.62 FL 176.06 TC 175.54 AC 175.52 AC 175.54 LIP 175.44 FL 175.89 TC 176.34 NG 176.76 NG175.71 TC EC 175.27 FL 175.38 LIP 175.31 LIP 175.36 AC175.36 AC 175.15 AC 175.17 AC 175.20 LIP 175.04 FL 175.41 LIP175.02 FL1 175.05 FL1 174.91 FL1 175.06 LIP J 175.07 AC 175.03 AC 174.75 AC 174.88 AC 174.98 LIP 174.90 FL1 174.88 FL1 174.85 FL1/FL2 174.81 FL2 174.86 LIP 174.90 LIP J 174.97 AC 175.03 AC174.75 AC 174.70 AC 174.63 LIP 174.59 LIP 174.94 FS 174.55 FL2 174.65 AC174.39 AC 174.64 AC 174.51 LIP 174.29 LIP 174.36 LIP J 174.22 FL2 174.41 AC 174.43 AC 174.16 AC 174.19 AC 174.10 LIP 173.99 FL2 174.13 FL2 174.25 LIP 173.85 FL2 173.98 LIP J 174.01 AC 174.06 AC 173.85 FL J 174.36 TC J 174.19 TC173.70 FL 173.74 FL2 173.86 LIP 173.76 LIP 173.82 AC 173.84 AC173.68 AC 173.64 AC 173.54 LIP J 173.62 LIP J 173.47 FL 174.05 TC EC J 173.97 TC J173.38 FL 173.18 FL 173.78 TC J 173.30 LIP 173.41 AC 173.48 AC 173.44 STR 175.07 LIP 174.97 FL2 175.15 FL2 175.27 LIP J 175.36 AC 175.41 AC175.21 AC 175.13 AC 175.15 FL J 175.59 TC J 175.09 CFFS175.53 TC EC BRKN 175.52 TC 175.54 CFFS 175.73 TC175.27 FL 175.26 FL2 175.43 LIP 175.48 AC 175.55 AC 175.62 LIP 175.49 FL 176.08 TC BC J 175.67 AC 175.76 AC 175.77 BX/FL 175.88 SW EC J176.32 TX J175.73 FL 175.85 LIP 175.77 LIP 175.67 FL 176.25 TC J 175.89 AC 175.95 AC 176.03 SGN 176.22 CC 176.26 CC/SW BC 176.18 SW S 176.03 SW 176.24 JNT T 175.88 SW J/CC 175.98 CC 175.71 SW S 175.60 SW 175.76 BW 175.71 CFFS 176.38 NG 177.56 NG 177.48 NG 176.43 NG 175.67 NG 175.96 NG 177.60 9" TREE 178.55 12" TREE 178.22 NG 177.16 NG 174.88 CFFS/FL 175.30 TC BC 175.31 TC J 174.88 FL J 174.93 CFFS 175.03 CFFS 175.48 TC 175.21 FL 176.04 JNT 175.96 CL 24" BNCH 176.29 CL 24" BNCH 176.16 BW J 176.55 BW J 176.82 NG 178.34 NG 177.05 BW J176.80 BW 176.68 SW176.42 SW AP J176.40 BW AP J 176.39 BW R=20' TANK FARM RD MA R I G O L D A L L E Y 2.2% 1. 4 % 2.2% 3. 8 % 2.3% 3. 8 % 1. 4 % 0 . 3 % 1.0 % 3. 1 % 5.0% 1. 5 % 2.9%5.6% 1. 5 % 1. 5 % 5.6%3.1% 1.5% 1.5% 2.2% 0 . 5 % 2.3% 5 .8 % 1.0 % 0.6% 1. 5 % 1. 5 % 0.6%0.5%0.6% 0.7%3.4% 0.6% 1. 5 % 4. 4 % 9. 0 ' 9.4'4.2'8.0'6.6' 9.9' 9. 9 ' 2.0' 2. 2 ' 8.3'14.0'9.8' 7.0'4.2'8.0'6.3' 9. 0 ' 2. 0 ' 2.0' 10 . 0 ' 5 . 4 ' 1 0 . 7 ' 15.1 ' 9.7' 7.3'14.0'9.6' 1. 5 ' 1.6' 1.8' 2. 0 ' 186.61 LIP20 186.57 LIP20 PC 186.57 LIP20 186.61 LIP20 186.67 LIP20 186.76 LIP20 186.86 LIP20 186.95 LIP20 187.01 LIP20 187.03 LIP20 187.02 LIP20 PT 187.13 AC 187.18 AC 187.17 AC 187.10 AC 187.60 TC19187.03 FL33 186.89 FL33 PC LIP20 EL 187.55 TC19 PC 187.48 TC19186.94 FL33 186.92 FL33 187.39 TC19 J 187.29 TC19 TX 186.82 FL33 186.72 FL33 186.83 TC19 BX 186.72 TC19 BX 186.63 FL33 186.59 FL33 187.09 TC19 TX 187.05 TC19 186.59 FL33 186.51 FL33 186.98 TC19 186.91 TC19 186.45 FL33 186.47 FL33 PT 186.90 TC19 PT J 186.97 TC19 186.30 FL33 @DI 187.09 BW17 187.03 SDMH LID 187.02 BW17 PC J 187.03 BW17 187.10 BW17 187.16 BW17 PT J 187.40 BW17 187.49 BW17 187.48 BW17 PC 187.59 BW17 J 187.65 BW17 PT J 187.59 WL4 ST BRIDGE 187.65 WL4 BW17 187.55 ML7 ST SHRUB 187.69 ML7 187.50 ML7 187.40 ML7 187.42 ML7 187.51 ML7 187.49 FNW2 ST 187.40 FNW2 187.16 FNW2 186.98 FNW2 186.98 FNW2 187.07 FNW2186.95 AC 186.71 AC 186.67 AC 186.98 AC 186.99 AC 187.01 AC 187.06 AC 187.13 AC 187.19 AC 187.19 AC 187.20 AC 187.20 AC 187.25 AC 187.25 AC 187.14 AC 187.09 AC 187.26 AC 187.18 AC 187.22 AC 187.17 AC 187.10 AC 187.01 AC 186.86 AC 186.80 AC 186.77 AC 186.76 AC 186.70 AC 186.81 AC 186.88 AC 186.96 AC 187.05 AC 186.94 AC 187.10 AC 186.99 AC 187.29 GB48 ST 187.36 GB48 GB49 ST 186.84 GB49 EL 186.75 GB50 ST 187.23 GB50 EL GB48 187.08 GB48 EL 187.11 STDYS6 187.08 STDYS6 187.07 STDYS6 187.09 STDYS6 187.13 STDYS6 187.15 STDYS6 EL STSP4 ST 187.21 STSP4 187.06 STSP4186.68 STSP4 EL 187.03 FD SLO BM 186.48 LIP21 186.52 LIP21 PC 186.57 LIP21 186.58 LIP21 186.62 LIP21 186.57 LIP21 186.56 LIP21 186.58 LIP21 186.64 LIP21 186.72 LIP21 186.77 LIP21 PT 186.80 LIP21 186.58 FL34 187.04 TC20 186.99 TC20 PC J 186.55 FL34 PC 186.58 FL34 186.97 TC20 186.97 TC20 186.49 FL34 186.48 FL34 186.94 TC20 J 186.92 TC20 TX 186.48 FL34 186.44 FL34 186.49 TC20 BX 186.56 TC20 BX 186.50 FL34 186.50 FL34 187.03 TC20 TX J 187.00 TC20186.40 FL34 186.39 FL34 186.98 TC20 186.97 TC20186.37 FL34186.34 FL34 PT 186.95 TC20 PT 186.91 TC20186.32 FL34 187.37 SW4 187.24 SW4 187.15 SW4 PT PC 187.08 SW4 187.16 SW4 J 187.04 SW4 PT EL GB51 ST 186.92 GB51 GB52 ST 186.58 GB52 EL 186.52 GB53 ST 186.87 GB53 EL GB51 186.93 GB51 EL 187.05 SGN1 STREET 186.99 FH 187.46 BW18 187.35 BW18 187.23 BW18 PT PC 187.19 BW18 187.18 BW18 PT 187.20 BW18 187.10 BW18 187.14 BW18 PC 187.17 BW18 187.15 BW18 PT 187.09 BW18 ML8 187.55 ML8 187.74 ML8 EL 187.67 NG 187.69 NG 187.68 NG 187.85 NG 188.09 ML9 ST SHRUB 187.87 ML9 187.46 ML9 187.23 ML9 187.36 ML9 187.41 ML9 187.69 ML9 187.32 ML11 PC ST SHRUB 187.59 ML11 187.40 ML11 187.19 ML11 187.18 ML11187.14 ML11 PT CLO 186.53 BIKER TOP HELMET 186.62 STF5 186.69 STF5 EL 186.69 AC 186.55 AC 186.64 AC 186.75 AC 186.67 AC 186.81 AC 186.85 AC 186.68 AC 186.69 AC 186.94 AC 186.94 AC 186.69 AC 186.68 AC 187.00 AC 186.77 AC 186.99 AC 187.01 AC 186.80 AC 186.91 AC 187.03 AC 187.05 AC186.90 AC 186.92 AC 187.09 AC 187.08 STOP BTM P 186.98 SGN STOP 187.12 AC 187.21 AC 187.17 AC 187.18 AC 187.22 AC 187.16 AC 187.23 AC 187.17 AC 187.12 AC 187.00 AC 187.14 AC 187.17 AC 187.21 NG 187.20 NG 187.04 NG R=30' R=30' TANK FARM RD HO L L Y H O C K W A Y TANK FARM RD 0 .4 % 0.4% 0.4 % 0.4% 0.6% 9.0% 2.7% 7. 5 % 1. 5 % 1.4 % 0.3 % 0.5 % 1. 5 % 7. 5 % 9 .0 % 3 .9 % 0 . 4 % 1.9 % 2.4 % 0 .4 % 0 .4 % 1. 3 % 1 . 3 % 1 . 3 % 1 . 3 % 1.3 % 7.5% 7.5% 1.5% 1.5% 9 . 0 % 5 . 0 % 0 . 0 % 2.0% 1 . 3 % 2 . 9 % 2.4 % 1. 9 % 1 . 3 % 1 . 3 % 4.0'1.6'5.9' 1 0 . 2 ' 5 . 0 ' 1 2 . 4 ' 5. 9 ' 1.6 ' 13 . 1 ' 5 . 1 ' 5 . 0 ' 9 . 4 ' 5.9' 4.5' 2.0' 5.9'1.6'4.0' 5.0 ' 9.7 ' 7.2 ' 5 . 5 ' R=24' 19.4'1. 8 ' 4. 0 ' 2. 0 ' 3.2' 5.0 ' 5.0 ' 9. 0 ' 5.0 ' 5 . 0 ' 4. 2 ' 6. 1 ' CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 C2 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N TA N K F A R M R O A D CU R B R A M P I M P R O V E M E N T S 176.44 BW 176.40 BX 176.37 FL 176.37 FL 176.96 TX J 176.49 LIP 176.55 ARROW TIP 176.55 AC 176.60 AC 176.66 177.02 AC 176.91 AC 176.71 LIP 176.59 FL 177.16 TC J 176.82 TOP BIKE 176.37 TC/FL 178.38 NG 177.80 NG178.15 BW J GB 178.02 SW J GB 177.36 178.07 SW 178.21 BW 178.20 BW J 178.19 SW J 178.54 18" TREE 178.37 BW 178.34 SW 177.91 12" TREE 178.51 SW PCC J LIFTED 178.46 SW 178.48 BW J 178.46 BW J178.42 CFFS J 178.13 SW J 177.41 CB 177.69 CB AP 177.66 CC AP 177.76 AC 177.99 AC 177.98 CC 178.05 AC 177.87 AC 177.77 CC 177.35 LIP/CC177.33 LIP J 177.45 LIP 177.57 LIP 177.54 CC 177.55 STR 177.35 AC 177.35 LIP 177.16 FL 177.74 TC 177.79 TX177.21 FL 177.05 FL 177.63 TC 177.23 LIP 177.13 LIP 176.97 FL 177.59 TC J177.36 TC EC J176.79 FL 176.95 LIP 177.46 FH 177.34 CC 177.58 CC 177.58 CC 177.45 CC 177.21 AC 177.28 AC 177.60 SW EC 177.36 AC 177.62 CC 177.62 177.90 CC177.63 177.80 SGN W/BTN 178.06 SGN 178.04 TX 177.57 FL 177.71 LIP J177.69 CC 177.75 CB 177.88 CC 178.06 CC 178.14 CC 178.17 STR 177.81 RMP/GB 177.75 RMP/GB1 177.42 BX/FL 177.47 BX/FL 177.84 GB 177.92 FL/GB 178.40 TC J 178.38 TC J 177.90 FL/GB1 177.84 GB1 177.76 MAT 177.71 MAT 177.97 JNT X 178.14 FL J 178.42 TC J 178.21 ST SGN 178.26 TC J 178.07 FL J 178.06 JNT X 178.04 JNT T 177.97 WM 178.02 TC J 177.53 FL 177.74 LIP 177.89 AC 178.06 AC 178.24 AC 178.24 AC 178.18 AC178.18 AC 178.02 AC 177.86 AC 177.79 LIP 177.62 FL 178.08 TC 177.97 TC BC 177.50 FL 177.68 LIP 177.86 AC 178.04 AC 178.26 AC 178.25 STOP 178.01 SL 177.92 TC 178.05 TC J LIFTED 177.42 FL 177.51 FL 177.66 LIP 177.80 AC 178.13 TC 177.48 FL 177.96 BW BC J 178.08 BW 178.11 BW178.12 CFFS J 177.68 2-EM 177.60 UTIL CAB 177.97 PBE 178.01 18" TREE 177.92 1.5" BFP 178.26 1.5" BFP 178.38 NG 178.25 ICV 177.77 NG 178.79 FW TW 12" BGN ACACAC 178.26 AC 178.14 AC 178.05 AC 177.99 AC 178.10 AC 178.14 AC 178.15 AC 178.15 CC 178.32 CC 178.40 CC 178.40 CB 178.24 LIP 178.13 FL 178.61 TC J 178.63 BW J 178.85 NG 178.40 PBTV 178.47 VLTE 178.44 VLTE TCFL@INLETLIP 177.82 LIP 177.78 FL 178.25 TC EC J 178.32 BW EC J 178.49 BW 178.41 TC 177.91 FL178.06 LIP 178.83 BW 178.97 BW J 179.14 BW J 179.08 JNT END 178.92 JNT END 178.89 RMP 178.97 RMP 179.14 TX J178.53 FL 178.66 LIP 178.71 CB 178.67 CC 178.57 LIP 178.45 LIP 178.29 FL 178.76 TX J 178.36 LIP 178.24 FL 178.71 TC 178.41 FL 178.46 BX 178.53 BX 178.47 FL 178.46 FL 178.50 TC 178.45 CC 178.53 AC 178.60 AC 178.76 AC178.53 AC 178.40 AC 178.28 AC 178.21 CC 178.16 CC 178.15 AC 178.20 AC 178.84 AC 178.91 AC 179.09 AC 178.97 AC 178.88 LIP J 178.76 FL 179.39 TC J 179.35 2" MTL GRD 179.20 2" MTL GRD 179.31 BW 179.42 NG 179.31 NG 179.49 BW J 179.63 BW 179.84 BW BC J 180.10 NG 179.93 BW S 180.02 BW S 180.55 NG 180.10 BW S 180.18 BW S 180.26 BW J 180.75 NG180.63 NG 180.08 TC J179.40 FL 179.36 FL@INLET 179.02 FL@INLET 179.74 TC 179.62 TC BC J179.04 FL 179.17 LIP 179.01 LIP 178.88 FL 179.48 TC 179.61 LIP 179.79 STR 179.75 AC 179.89 AC179.59 AC 179.41 AC 179.44 STR END 179.38 LIP 179.12 FS 179.24 LIP 179.25 AC 179.39 AC 179.17 RE R=20' R=20' TANK FARM RD PO I N S E T T I A S T 4.5% 1.5% 0. 8 % 1.5% 0.5% 1. 5 % 3 . 0 % 4.5% 1 .6 % 1.7 % 8.7% 5.6 % 7.5 % 7.5 % 0.2% 1.0 % 1.2 % 2.4% 2 .4 % 0 .5 % 8.8% 1.6% 0. 5 % 1.5 % 1.3 % 1. 8 % 2. 2 % 2.7% 2. 7 % 2 . 8 % 1 . 8 % 2.7% 8 . 2 % 7.4% 3.7 % 6.3%1 . 5 % 1.5% 1.5 % 0. 4 % 1.5% 3 . 9 % 7.5% 5.5% 1.2% 1 . 1 % 4. 0 ' 12.1' 13 . 7 ' 6.0'1.6'4.0' 2. 0 ' 1. 7 ' R12 . 0 ' 9.8' 15.7' 5.4 ' 5.0 ' 5. 3 ' 12 . 2 ' 5.5' 7.2' 4.0'1.5'5.9' 1 2 . 9 ' 9 . 3 ' 11.1' 9. 9 ' 1. 5 ' 4. 0 ' 11 . 0 ' 2.0'2.0' 5 . 2 ' 2 0 . 2 ' 6.1'10.5' 8.1' 4.5' 4.5 ' 8.8 ' 179.89 AC 179.90 AC 179.90 ARROW TIP 179.81 LIP 179.70 FL180.15 TC J 180.02 TC J 179.54 FL 179.65 LIP 179.69 AC 179.65 AC 179.40 AC 179.44 AC 179.39 STR BGN 179.67 TOP BIKER 179.46 LIP 179.37 FL179.86 TC EC 179.90 SW EC 179.93 SL 179.50 TC J 179.04 FL 179.15 LIP 179.21 AC 179.15 AC 178.95 AC 178.92 AC 178.72 AC 178.68 AC 178.77 LIP/CB 178.66 LIP 178.71 CC 178.56 FL179.04 TX 178.37 BX 178.16 BX 178.21 FL 178.24 TC 178.39 TX 177.86 FL 178.03 LIP 177.90 CC 177.91 CB 177.91 CB 177.86 CC 178.23 CC 178.32 AC 178.37 AC 178.63 AC 178.51 AC 178.41 CC 177.71 LIP 177.58 FL178.06 TC J 177.78 AC 177.81 AC 177.61 LIP 177.45 FL 177.93 TC S 177.80 TC BC 177.36 FL 177.47 LIP 177.57 AC 177.61 AC 177.73 STOP 177.77 TC S 177.33 FL 177.47 LIP 177.93 BW 177.91 BW 177.99 BW 178.19 BW 178.40 BW 178.67 BW 179.04 VEG 178.69 VEG 178.78 VEG 177.97 VEG 178.17 SGN 179.23 SGN 179.10 2" MTL GRD 179.43 2" MTL GRD 179.21 BW 178.63 RMP 178.90 RMP 178.89 BW 179.41 BW 179.64 BW 179.77 BW 179.92 BW 179.65 TC S 179.19 FL 179.30 LIP 179.31 AC 179.26 AC 179.29 TC S 178.80 FL 178.92 LIP 179.95 PBC 179.85 VLTE AP 179.83 VLTE POL 179.82 PBE 179.93 BW 179.83 RSRT 179.93 CC 179.93 CC 179.93 CC/24"X24" UTIL CAB 179.51 VEG 179.80 VEG 179.89 VEG 179.85 VEG 179.86 VEG 179.99 BW 180.07 BW 180.21 BW 180.30 BW LIFTED 180.29 PBT 180.52 BW 180.41 SW 180.18 SW J 179.89 SW J 180.03 SW S 179.88 SW 179.88 SW 177.75 AC 177.80 AC 177.83 AC 177.98 STR 177.96 CC 178.06 CC 178.14 AC 178.19 AC178.02 AC 178.00 AC 177.92 CC 177.87 CC 177.92 AC 177.99 AC 177.87 AC 177.77 AC R=20' TANK FARM RD PO I N S E T T I A S T 4.0% 5. 4 % 5.4% 1 .5 % 4 .0 % 5.0% 1.5% 1 . 5 % 4.2% 2. 0 % 2. 0 % 1. 5 % 6 .7 % 2.5% 1.5% 7.6 % 8. 3 % 8.1% 6.6% 0. 6 % 1.9% 10.2' 12 . 4 ' 11 . 7 ' 6.4'1.6'4.0' 9. 9 ' 1. 5 ' 4. 0 ' 35.0' 36 . 0 ' 9.4' 9.3' 12. 6 ' 9. 5 ' 10 . 4 ' 8.0' 4.2' CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 C3 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N TA N K F A R M R O A D CU R B R A M P I M P R O V E M E N T S 0 SCALE IN FEET 5 10 N 189.38 AC 189.36 AC 189.46 AC 189.50 AC 189.51 AC 189.59 AC 189.60 AC 189.66 AC 189.75 AC 189.71 AC 189.76 AC 189.81 AC 189.82 AC 189.88 AC 189.96 AC 189.89 AC 189.99 AC 190.04 AC 190.06 AC 190.09 AC 190.16 AC 190.14 AC 190.23 AC 190.22 AC 190.27 AC 190.30 AC 190.19 LIP16 190.16 LIP16 190.10 LIP16190.03 LIP16190.00 LIP16189.99 LIP16189.92 LIP16 189.84 LIP16 189.82 LIP16 189.76 LIP16 189.75 LIP16 189.71 LIP16 189.69 LIP16 189.64 LIP16 189.57 LIP16 189.50 LIP16 189.47 LIP16 189.44 LIP16 189.36 LIP16 189.31 LIP16 189.27 LIP16 189.66 BW13 189.74 BW13 189.81 BW13 PC 189.85 BW13 189.89 BW13 189.92 BW13 189.96 BW13 190.01 BW13 190.09 BW13 190.16 BW13 190.21 BW13 190.28 BW13 190.40 BW13 PT 190.55 BW13192.21 NG 191.92 NG 191.98 NG 191.81 NG 191.46 NG 190.74 NG 190.99 NG 190.83 NG 189.60 TC13 J189.13 FL23 189.15 FL23 189.63 TC13 189.71 TC13 PC J189.19 FL23 PC 189.28 FL23 189.76 TC13 189.77 TC13 J189.27 FL23 189.31 FL23 189.79 TC13 189.82 TC13 J189.32 FL23 189.34 FL23 189.84 TC13 TX 189.43 TC13 BX 189.39 FL23 189.42 FL23 189.45 TC13 BX 189.80 TC13 189.49 FL23 189.55 FL23 189.95 TC13 TX 189.98 TC13 J 189.56 FL23 189.65 FL23 190.05 TC13 190.12 TC13 PT J BGN TRNS 189.81 FL23 PT 189.97 FL23 190.03 TC13 EL 190.32 TRC ST 190.43 TRC 190.09 FL23 190.20 LIP17 190.11 LIP17 190.03 LIP17 189.93 LIP17 189.84 LIP17 189.75 LIP17 189.78 LIP17 189.81 LIP17 189.81 LIP17 189.79 LIP17 189.86 LIP17 189.91 LIP17 190.01 LIP17 190.09 LIP17 190.19 LIP17 190.23 LIP17 190.27 AC 190.36 STR1 190.27 AC 190.19 AC190.26 STR1 190.19 AC 190.07 AC 190.13 STR1 190.10 AC 190.01 AC 190.05 STR1189.99 AC 190.00 STOP BTM P 189.88 AC 189.94 STR1 189.91 AC 189.81 AC 189.87 STR1 EL STSP2 ST 189.83 STSP2 189.83 STSP2 EL 189.84 WV 189.77 FS 189.71 FS 189.50 FS 189.35 GB32 PC ST 189.46 GB32 189.54 GB32 189.67 GB32 189.77 GB32 189.77 GB32 PT EL 189.28 FL24 ST 189.34 FL24 189.39 FL24 189.48 FL24 189.57 FL24 189.66 FL24 189.73 FL24 189.70 FL24 FL25 ST 189.81 FL24 189.87 FL24 189.93 FL24 189.94 FL24 EL 189.76 FL25 189.81 FL25 189.87 FL25 189.96 FL25 190.03 FL25 190.04 FL25 EL 189.39 BIKER HELMET /TOP 189.38 STF2 189.47 STF2 EL 190.27 STF3 ST 190.05 FL26 190.53 TC14 J 190.48 TC14189.99 FL26 189.96 FL26 PC 190.42 TC14 PC 190.42 TC14189.94 FL26 189.95 FL26 190.42 TC14 J 190.38 TC14189.89 FL26 189.93 FL26 190.38 TC14 J 190.34 TC14 TX 189.93 FL26 189.94 FL26 190.01 TC14 BX 190.03 TC14 BX 189.99 FL26 190.02 FL26 190.32 TC14 TX 190.35 TC14 J 190.04 FL26 190.05 FL26 190.41 TC14 190.41 TC14 J 190.05 FL26 190.04 FL26 190.41 TC14 190.41 TC14 J BGN TRNS 190.05 FL26 190.10 FL26 PT 190.17 TC14 PT EL 190.43 TRC ST 190.45 TRC 190.18 FL26 190.40 ICV 191.25 FNW1 EL WL3 PC ST 190.69 WL3 190.85 WL3 191.09 WL3 PT 191.85 WL3 191.98 WL3 191.93 WL3 192.05 WL3 EL 190.43 SGN1 190.30 SGN1 190.00 GB33 ST 190.19 GB33 EL FL27 PC ST TC15 PC ST 189.78 FL27 GB34 ST 189.49 GB34 EL 189.73 FL27 190.09 TC15 190.06 TC15 190.01 TC15 189.78 FL27 GB35 ST 189.48 GB35 EL 189.96 TC15 PT EL FL27 PT EL GB36 ST 189.86 GB36 EL 190.07 SGN1 STREET 190.24 SGN1 STOP 190.00 FS 189.97 FS 189.87 FS 189.92 FS 190.60 TC16 PC ST FL28 PC ST GB37 ST 190.35 GB37 EL 190.06 GB38 ST 190.33 GB38 EL FL28 190.58 TC16 190.54 TC16190.28 FL28 190.29 FL28 GB39 ST 190.04 GB39 EL 190.52 TC16 190.51 TC16 PT EL FL28 PT EL GB40 ST 190.38 GB40 EL 190.44 VLTE4 ST 190.46 VLTE4 190.52 VLTE4190.50 VLTE4 CLO 190.47 BW14 ST 190.60 BW14 PC 190.63 BW14 190.66 BW14 190.65 BW14 190.60 BW14 190.58 BW14 190.55 BW14 190.50 BW14 190.50 BW14 190.51 BW14 190.53 BW14 PT CC4 ST 190.61 CC4 190.71 CC4 190.61 CC4 EL BW14 190.64 BW14 190.64 CC5 ST BW14 190.62 CC5 190.70 CC5 190.67 CC5 EL BW14 190.70 BW14 191.29 NG 191.42 NG 190.78 NG190.52 NG 190.57 VLTU3 ST 190.53 VLTU3 190.56 VLTU3 RECT 190.90 ML1 ST BRUSH 190.56 ML1 190.58 ML1 190.61 ML1 190.82 ML1 191.39 ML1 191.90 ML1 CLO 190.68 EM 190.66 FH 190.35 PBTV190.50 PBE 190.48 PBE 189.95 AC 189.88 AC 189.44 AC 189.53 AC 189.75 AC R=20' R=20' TANK FARM RD SU N R O S E L N 1.0% 1. 6 % 1.3% 1 .6 % 1.6 % 1.6% 0. 9 % 1.5% 1 . 5 % 1.5% 3. 5 % 4. 0 % 1.5% 1. 6 % 2.1% 5.5%1.5% 1. 7 % 1.5% 1.0% 6.3 %3 . 0 % 2. 5 % 0.7% 0.7% 1. 7 % 0. 9 % 0 . 1 % 7.3 % 0.1 % 0 . 1 % 7 . 6 %7.5 % 7.5 % 1.5 % 1.5 % 0.7 % 1.2%1.2% 1. 5 % 1.5% 0. 7 % 1 . 5 % 0.5% 1.0% 2 . 2 % 0 . 8 % 2.5% 1 . 5 % 5. 0 % 5. 9 ' 1. 7 ' 2. 0 ' 7.4'14.1'12.5' 10.8' 15.1 ' 13 . 8 ' 5.3'1.1'2.0' 6.8'14.0'11.7' 2.0'1.1'5.3' 1 6 . 7 ' 5 . 0 ' 16.2' 10 . 6 ' 11.8'8.4' 5. 0 ' 5 . 0 ' 7 . 7 ' 8. 1 ' 7.7' 5.5 ' 4.3 ' 4 . 2 ' 4. 5 ' 5 . 1 ' 4 . 2 ' 1.5% 9. 6 ' 7. 7 ' 5.3 ' 18.5' 8.8'4.0' 5 . 0 ' 190.30 STF4 EL 190.26 AC 190.31 AC 190.20 AC 190.08 AC189.97 AC189.84 AC 189.79 AC 189.70 AC 189.63 AC 189.59 AC 189.57 AC 189.54 AC 189.48 AC 189.43 AC 189.48 AC 189.52 AC 189.56 AC 189.60 AC 189.60 AC 189.64 AC 189.69 AC 189.75 AC 189.80 AC 189.87 AC 189.93 AC 190.01 AC 190.14 AC 190.24 LIP18 190.18 LIP18 190.10 LIP18 190.05 LIP18 189.92 LIP18 189.83 LIP18 189.77 LIP18 189.77 LIP18 189.75 LIP18 189.74 LIP18 189.69 LIP18 189.67 LIP18 189.60 LIP18 189.57 LIP18 189.53 LIP18 189.52 LIP18 189.51 LIP18189.46 LIP18189.46 LIP18189.42 LIP18189.41 LIP18189.39 LIP18 189.34 LIP18 189.30 FL29 ST 189.34 FL29 189.37 FL29 189.39 FL29 189.42 FL29 189.47 FL29 189.46 FL29 189.46 FL29 189.49 FL29 189.55 FL29 189.54 FL29 189.57 FL29 189.59 FL29 189.63 FL29 189.62 FL29 FL30 ST 189.63 FL29 189.64 FL29 189.74 FL29 189.89 FL29 189.99 FL29 EL 189.65 FL30 189.70 FL30 189.71 FL30 189.74 FL30 189.79 FL30 189.84 FL30 EL 189.96 LIP19 189.97 LIP19 189.95 LIP19 189.92 LIP19 189.87 LIP19 189.84 LIP19 189.83 LIP19 189.79 LIP19 189.77 LIP19 189.75 LIP19 189.73 LIP19 189.70 LIP19 189.69 LIP19 189.65 LIP19 189.63 LIP19 189.60 LIP19 189.53 LIP19 189.56 LIP19 189.56 LIP19 189.57 LIP19 189.62 LIP19 189.62 LIP19 189.67 LIP19 189.72 LIP19 190.07 AC 190.05 AC 190.03 AC 189.97 AC 189.94 AC 189.90 AC 189.87 AC 189.86 AC 189.81 AC 189.70 AC189.73 AC 189.63 AC 189.60 AC 189.63 AC 189.66 AC 189.70 AC 189.75 AC 189.79 AC 189.81 AC 190.11 STDYS5 190.05 STDYS5 189.98 STDYS5 189.93 STDYS5 189.88 STDYS5 189.80 STDYS5 EL STSP3 ST 189.85 STSP3 189.83 STSP3 EL 189.92 AC 189.95 AC 189.99 AC 190.03 AC 190.06 AC 190.10 AC 189.97 AC 189.91 AC 189.88 AC 189.81 AC 189.72 AC 189.67 AC 189.72 AC 189.99 STOP BTM P 189.87 FL31 190.29 TC17 J 190.27 TC17 189.83 FL31 189.82 FL31 PC 190.26 TC17 PC J 190.32 TC17 189.90 FL31 189.89 FL31 190.30 TC17 J 190.24 TC17 189.88 FL31 189.81 FL31 190.17 TC17 J 190.15 TC17 TX 189.80 FL31 189.78 FL31 189.87 TC17 BX 189.91 TC17 BX 189.83 FL31 189.86 FL31190.29 TC17 TX 190.33 TC17 J 189.87 FL31 189.95 FL31190.39 TC17 190.42 TC17 J 190.01 FL31 190.02 FL31190.45 TC17 190.47 TC17 PT J 190.03 FL31 PT 189.95 FL31190.54 TC17 190.57 TC17 189.87 FL31 @DI 190.73 BW15 190.70 BW15 PC 190.63 BW15 190.62 BW15 190.58 BW15 190.57 BW15 PT 190.69 BW15 190.60 BW15 190.37 BW15 PC 190.37 BW15 190.37 BW15 190.38 BW15 190.37 BW15 PT 190.35 BW15 190.39 BW15 190.35 ML2 190.77 ML2 EL 190.69 ML3 ST SHRUB 190.31 ML3 190.30 ML3 PC 190.23 ML3 190.28 ML3 PT 190.53 ML3 EL 190.41 SGN1 STREET 190.55 ML4 ST SHRUB 190.46 ML4 PC 190.50 ML4 190.73 ML4 PT 190.82 ML4 191.13 ML4 EL 191.18 NG 191.46 TREE 16IN 189.75 FS189.76 FS 189.79 FS 189.80 FS 190.31 GB41 ST 190.40 GB41 GB42 ST 189.97 GB42 EL 189.95 GB43 ST 190.30 GB43 EL GB41 190.17 GB41 EL 190.34 SGN1 STOP 189.61 FL32 190.07 TC18 J 190.04 TC18 189.58 FL32 189.59 FL32 PC 190.05 TC18 PC J 189.98 TC18 189.49 FL32 189.44 FL32 189.91 TC18 J 189.86 TC18 189.40 FL32 189.39 FL32 189.84 TC18 J 189.83 TC18 TX 189.39 FL32 189.40 FL32 189.46 TC18 BX 189.44 TC18 BX 189.36 FL32 189.36 FL32189.81 TC18 TX 189.84 TC18 J 189.38 FL32 189.34 FL32189.84 TC18 189.79 TC18 J 189.31 FL32 189.20 FL32189.69 TC18 189.68 TC18 PT J 189.22 FL32 189.14 FL32189.62 TC18 189.73 SW3 189.69 SW3 EL 189.77 BW16 189.83 BW16 PC 189.79 BW16 189.83 BW16 189.88 BW16 189.87 BW16 189.87 BW16 189.98 BW16 190.12 BW16 190.16 BW16 190.25 BW16 PT 190.26 BW16 190.30 BW16 190.22 NG 190.29 ML6 PC ST BRUSH 190.24 ML6 190.28 ML6 PT 190.21 ML6 190.14 ML6 190.23 ML6 190.06 ML6 189.89 ML6 189.80 ML6 189.97 ML6 189.90 TF 189.86 TF 189.83 TF 189.87 TF 189.87 ML6 190.09 ML6 190.12 ML6 189.79 ML6 190.06 VLTE5 ST 190.01 VLTE5 190.09 VLTE5 RECT 189.39 GB44 PC ST 189.45 GB44 189.45 GB44 189.46 GB44 PT EL 189.52 FS 189.56 FS 189.55 FS 189.44 FS 189.53 FS 189.85 GB45 ST 189.84 GB45 GB46 ST 189.47 GB46 EL 189.48 GB47 ST 189.82 GB47 EL GB45 189.82 GB45 EL 194.66 RE 189.42 STR END 189.41 AC 189.62 WV 189.64 CC BC 189.68 CC EC R=20'R=20' TANK FARM RD MO R N I N G G L O R Y W A Y 2.5% 0. 5 % 0.8% 0. 4 % 0. 4 % 0.7% 1.5 % 1.5% 0 . 4 % 1.5% 4. 5 % 5. 0 % 1. 5 % 1. 5 % 1. 5 % 1.5% 2 . 8 % 1.5% 0.4% 0.3% 1. 9 % 1.5% 3.4% 1. 3 % 1 . 7 % 0. 6 % 1.0%1.9% 0. 6 % 0. 6 % 0.3 % 0 .3 % 0 .3 % 0.3% 7. 5 % 7. 5 % 1. 5 % 1. 5 % 0.3 % 1.5% 0.3 % 1.4 % 0 .9 % 1. 0 % 0.5% 1.9% 0.5 % 1.9% 0. 1 % 0.1% 3. 9 % 8 .2 % 9.0% 1. 4 % 1. 5 % 8. 0 ' 1. 6 ' 2. 0 ' 10.2' 13.6' 1 0 . 0 ' 7.9'1.5'2.0' 7.8'14.0'10.0'7.6'14.0'9.9' 2.0'1.4'5.9' 10 . 0 ' 4.1 ' 5.0 ' 6.1 ' 10.1' 10.1' 0 .0 % 8.0' 6.6' 5.0 ' 5.0 ' 6. 9 ' 9. 5 ' 8. 0 ' 4. 2 ' 4. 2 ' 7. 7 ' CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 C4 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N TA N K F A R M R O A D CU R B R A M P I M P R O V E M E N T S 258.09 FD SLO BM 397 258.82 LIP14 258.97 LIP14 PC 259.00 LIP14 258.99 LIP14 258.95 LIP14 258.91 LIP14 258.82 LIP14 258.74 LIP14 258.65 LIP14 258.50 LIP14 258.34 LIP14 258.18 LIP14 257.90 LIP14 257.70 LIP14 257.41 LIP14 PT 257.18 LIP14 257.53 TC11 257.04 FL21 257.28 FL21 PC257.73 TC11 PC J 258.07 TC11 257.57 FL21 257.83 FL21258.29 TC11 258.53 TC11 J 258.04 FL21 258.20 FL21258.67 TC11 258.87 TC11 TX 258.34 FL21 258.55 FL21 258.62 TC11 BX 258.71 TC11 BX 258.64 FL21 258.75 FL21 259.24 TC11 TX 259.33 TC11 258.85 FL21 258.87 FL21 259.37 TC11 J 259.33 TC11 258.87 FL21 258.82 FL21 PT 259.29 TC11 PT J 259.13 TC11 J 258.68 FL21 259.28 BW9 PC 259.41 BW9 259.49 BW9 259.53 BW9 259.42 BW9 BW10 ST 259.26 BW9 259.02 BW9 258.89 BW9 SW1 ST 258.59 BW9 258.34 BW9 258.17 BW9 PT 257.87 BW9 257.60 BW9 257.85 PBE 257.98 LS 258.55 SW1258.37 SW1 J 258.08 SW1 257.71 SW1 J 257.76 TREE 10IN 258.85 AC 258.90 AC 259.01 STDYS2 258.89 AC 258.72 AC 259.13 AC 259.22 AC 259.34 STDYS2 259.16 AC 259.09 AC 259.12 AC 259.44 AC 259.73 STDYS2 259.70 AC 259.63 AC 259.93 STSP1 ST 260.27 STSP1259.99 STSP1 EL STDYS2 EL 260.53 AC 261.11 AC 261.55 AC261.06 AC 260.72 AC 260.41 AC 260.15 AC 259.83 AC 259.51 AC259.00 AC 258.34 AC 258.66 AC 258.86 AC 259.01 AC 259.11 AC 259.68 AC259.30 AC 259.06 BW10 J258.67 BW10 258.41 BW10 J 258.10 BW10 257.80 BW10 J 258.34 WL1 PC 258.78 WL1 259.48 WL1 259.56 WL1 259.37 WL1 259.36 WL1 PT 259.53 WL1 262.11 AC 262.26 AC 261.67 AC 261.80 AC 261.20 AC 261.41 AC260.98 AC 260.83 AC 260.42 AC 260.62 AC260.29 AC 260.20 AC 259.84 AC 259.87 AC 259.46 AC 259.44 AC 259.12 AC 258.54 AC 258.41 AC257.91 AC 258.05 AC 257.44 AC 257.58 AC 259.61 MON LID 262.54 TC12 262.09 FL22 262.24 LIP15 261.96 LIP15 PC 261.84 FL22 PC262.30 TC12 PC J262.09 TC12 261.61 FL22 261.73 LIP15 261.48 LIP15 261.34 FL22261.86 TC12 J 261.53 TC12 261.07 FL22 261.22 LIP15 260.91 LIP15 260.77 FL22261.28 TC12 TX J 260.47 TC12 BX 260.40 FL22 260.51 LIP15 260.21 LIP15 260.07 FL22 260.16 TC12 BX 260.30 TC12 TJ 259.78 FL22 259.90 LIP15 259.62 LIP15 259.46 FL22259.96 TC12 259.72 TC12 J 259.22 FL22 259.36 LIP15 259.22 LIP15 259.06 FL22 259.55 TC12 259.35 TC12 PT TX J 258.89 FL22 PT 259.07 LIP15 PT 258.88 LIP15 258.67 FL22 259.15 TC12 258.95 TC12 J 258.45 FL22 258.63 LIP15 258.99 259.16 BW11 259.38 BW11 PC 259.65 BW11 259.96 BW11 260.41 BW11 BW12 ST 260.72 BW11 261.27 BW11 261.51 BW11 SW2 ST 262.01 BW11 262.23 BW11 262.39 BW11 PT 262.65 BW11 262.35 FH 261.68 ICV 258.78 GB30 ST 259.25 GB30 PC 259.16 GB30 259.07 GB30 PT 258.65 GB30 EL 259.40 STOP BTM P 259.43 SGN1 259.35 PBE 260.97 SGN1 261.57 BW12 J 262.15 BW12 J 262.44 BW12 J 262.70 BW12 262.05 SW2 J 262.44 SW2 262.75 SW2 263.06 VLTE3 ST 263.07 VLTE3 262.59 VLTE3 262.62 VLTE3 CLO 262.19 TREE 8IN 262.87 WL2 262.84 WL2 262.54 WL2 PC262.07 WL2 261.67 WL2 260.71 WL2 259.96 WL2 259.27 WL2 260.21 GB31 ST 260.72 GB31 PC 260.91 GB31 261.15 GB31 PT 260.49 GB31 EL 262.40 BIKER TOP HELMET R=20'R=20' TANK FARM RD BR O O K P I N E D R 4 . 4 % 0 . 9 %1. 5 % 5.7%1.5% 1. 5 % 2.1% 1. 8 % 2 . 2 % 4.4 % 5.0% 6 .7 % 7.3 % 1.5% 6.6% 1. 1 % 1.5%7.5% 1.5% 1.5% 12.7' 5. 8 ' 2. 4 % 1. 5 % 3.5 % 1. 2 % 5 . 0 % 6.1% 6.0% 6 . 7 % 5. 5 % 5.0 % 0.5% 1. 5 % 8.4% 1. 5 % 6.4% 1. 1 % 1. 1 % 10.0% 13.7% 13.6% 12.9% 8 .2 % 9.0 % 5.8'1.7'4.0' 9. 7 ' 4.1% 6. 5 % 4 . 6 ' 5 . 3 ' 2 . 8 ' 19. 7 ' 12.7' 4.2'5.4' 10 . 6 ' 3. 3 ' 5.3 ' 3.3 ' 18.6' 9.2' 4. 0 ' 2. 1 ' 5. 4 ' 4.0'1.6'5.9' 4.2'5.3' 2' 2' 9' 2' 5.6% 5.9 % 1.0% 1.0% 2. 0 % 5.7% 5.5% 2 . 5 % 1 . 6 % 1.5% 1. 5 % 0. 0 % 9.6% 5.0 % 1. 0 % 255.06 FD SLO BM 400 254.70 NG 254.37 BW 254.36 TC S 253.88 FL 254.05 LIP 254.08 AC254.11 AC 254.13 254.64 NG 254.53 BW 254.44 TC J 253.97 FL 254.09 LIP 254.24 AC 254.38 AC 254.41 STDYS 254.41 AC 254.34 AC 254.29 LIP 254.15 FL 254.61 TC J 254.67 BW 254.96 NG 254.63 NG 255.10 CNC 255.11 CNC 254.87 NG 254.96 NG 255.09 CNC 254.98 NG 255.07 CNC 254.96 BW 254.92 TC S 254.44 FL 254.62 LIP 254.39 LIP 254.31 FL 254.75 TC S 254.86 BW 255.15 BW 255.05 TC BC J 254.56 FL 254.71 LIP 254.75 AC 254.92 AC 254.96 STDYS 254.86 AC 254.80 STOP 254.81 AC 254.78 LIP 254.66 FL 255.09 TC BC J 255.16 SGN STOP 255.20 BW 255.21 NG 255.34 NG 255.36 NG 255.40 BW5 ST BW 255.29 TC 254.80 FL 254.94 LIP 255.36 TC J 254.89 FL 255.00 LIP 255.14 AC 255.29 AC 255.35 STDYS EL 255.34 AC 255.43 AC255.38 LIP 255.23 FL255.70 TC J 255.88 BW 255.63 BW6 ST BW 255.50 WV 255.50 CNC 255.52 CNC 255.36 CNC 255.34 CNC 255.30 CNC 255.23 CNC 255.16 CNC 255.14 CNC 255.17 CNC 255.21 SMPL STA 255.74 TC TX 255.96 TR BW 255.31 FL 255.43 LIP 255.62 LIP 255.51 FL 255.58 TC BX 255.66 TC 255.64 FL 255.76 LIP 255.90 LIP 255.78 FL 255.89 TC BX 256.49 TC TX J 256.02 FL 256.12 LIP 256.34 LIP 256.21 FL256.69 TC S 256.70 BW 256.72 SW 256.61 BW SW 256.11 TX NO GRADE 256.20 BW 256.41 BW 256.43 LIP 256.34 FL256.79 TC EC J 256.79 BW 256.77 NG 256.87 SW 257.02 BW 256.66 NG 256.18 NG 255.85 NG 256.06 FW 257.14 BW 256.97 SW 256.90 ICV 256.87 ICV 256.92 PGE VLT 1.3X2 257.02 VLT 1.3X2 256.96 BW 257.01 TC J 256.53 FL 256.58 LIP 256.82 LP 257.19 TC J 256.70 FL 256.84 LIP 257.10 BW 257.16 SW 257.42 BW 257.25 TREE 5IN 257.58 257.57 257.33 FW EC COL 0.2 OS IN257.62 FW COL 0.2 OS IN 256.95 LIP 256.87257.33 257.30 257.37 257.59 257.08 HYD 256.96 STFB 256.72 STFB EL 256.46 AC 255.99 AC 255.71 AC 255.99 AC 255.74 AC 255.48 AC 255.17 AC 255.06 STOP BAR255.39 STOP BAR 254.96 STF1 ST 254.86 BIKE 255.36 TC TX 254.91 FL 254.99 LIP 254.98 LIP 254.87 FL 254.98 TC BX 254.88 TC 254.84 FL 254.84 FL 254.92 TC BX 254.84 FL 255.29 TC TX 254.95 LIP 254.95 LIP 254.83 FL 255.30 TC J 254.90 LIP 254.91 LIP 255.41 TR BW 255.45 BW 255.29 BW SW1 ST 255.13 BW 255.10 TC J 254.65 FL 254.71 LIP 254.77 LIP 254.65 FL255.12 TC EC J 255.11 BW 255.31 SW 255.27 SW 255.38 BW 255.42 BW 255.03 AC 255.23 AC 255.23 AC 255.18 AC 255.20 AC 255.10 TRANS 255.06 TRANS 255.14 TRANS 255.36 SGN STRT 255.29 NG 255.25 NG 255.30 NG255.06 VEG 255.83 VEG 255.10 NG 255.21 NG 254.66 NG 255.86 AC 256.29 AC 256.48 AC 256.41 CK 53 261.04 FW POC RL 255.14 TREE 4IN 260.28 RE R=20'R=20' TANK FARM RD WA V E R T R E E S T 1. 5 % 1.7% 5.9 % 6 . 0 % 1 . 5 %1. 0 % 1.5% 7.5% 1. 0 % 0. 2 % 1. 8 % 1.9% 0.5 % 1 .8 % 1.8 % 5 . 0 % 5.0 % 0.7 % 1.3% 0.5% 0.0% 0.3% 3.8% 5.5% 9 .0 % 3. 8% 0 .4 % 2.0'1.6'5.9'8.0' 1.8% 7.4' 6. 0 ' 4. 8 ' 6. 0 ' 1. 5 ' 2. 0 ' 5.9' 7.5 % 8 . 0 % 3. 8 % 7.1% 7 . 1 %2 . 0 % 2.0' 1.5% 1. 0 % 1.5% 1. 5 % 1. 5 % 4. 4 % 6.5% 5.6% 10.3%12.4% 3.9% 5.6% 5. 9 ' 5. 8 ' 1. 6 ' 1. 9 ' 9.7' 9.9' 16. 2 ' 3 . 0 ' 5 . 6 ' 4 . 1 ' 5.9'1.5'2.0' 4.5' 5. 0 ' 17.1' 4. 2 ' 6. 9 ' 267.08 NG 267.53 BW 267.56 TC J 267.10 FL 267.25 LIP 267.42 AC 267.66 AC 267.41 AC 267.16 AC 267.00 LIP 266.89 FL 267.30 TX J 267.22 CFFS 267.20 BW 266.87 NG266.49 NG265.26 NG 266.45 NG 267.14 PBE 267.12 TC EC 266.99 FL 266.78 FL 267.07 TC EC 266.89 LIP 267.07 AC 267.23 AC 266.81 AC266.72 AC 266.61 LIP 266.46 FL1266.40 FL 266.55 TC J 266.71 FL1 266.54 FL J 266.91 TC J266.45 NG266.11 NG265.49 NG 266.07 TC 265.97 FL 266.16 FL1 266.25 LIP 266.36 AC 266.47 AC 266.00 LIP 266.10 LIP 266.24 AC 266.49 AC 265.93 FL1 265.72 FL1 265.67 FL1 T 265.81 FL1 265.79 FS 265.87 LIP 265.93 LIP 266.07 AC 266.32 AC 265.90 AC 265.71 AC 265.57 LIP 265.36 FL1 265.54 FS 265.75 FS 265.83 FS 266.05 FS 266.11 TX J 265.63 FL 266.11 CFFS266.09 BW 265.77 NG 266.08 NG 266.35 TC J 265.90 FL 265.88 MAT AP 265.96 MAT AP 265.84 TC/FL J 265.81 FL 265.93 BX 265.89 FL 265.85 BX 265.89 FL GB 266.01 FL GB 265.60 BW 265.37 NG 265.26 NG 265.17 NG 265.19 BW BC 265.06 TC J BC 264.54 FL 264.69 LIP 264.90 AC 265.09 AC 265.49 AC 265.24 AC 265.10 LIP 264.97 FL1 265.03 FL265.55 TC J 265.75 TC 265.25 FL 264.87 TC S 264.43 FL 264.52 LIP 264.73 AC 264.95 AC 264.51 264.35 264.27264.73 264.83 264.99 BW 267.48 FW TW STEP 265.50 FW TW 12" AP 265.28 FNW/FNI AP 265.81 FNW/FNI AP 266.04 FW TW AP266.07 FW TW 12"/8" 266.09 FW TW INSIDE AP 8" 265.59 FNW/FNI AP 263.74 FNW/FNI AP 264.61 FW TW INSIDE POL R=20' ORCUTT RD SP A N I S H O A K S D R 3.3% 5.0% 1.5% 3. 1 % 5 . 5 % 5 . 5 % 1 . 5 % 5 . 5 % 3. 1 % 4. 2 % 2. 3 % 7 . 5 % 1.5% 7.5% 1.5% 0.5% 1 . 3 % 1. 5 % 7.4 % 4.8% 1.0 % 1.5% 1.5% 5 . 3 % 5 . 7 % 2. 4 % 9 . 0 % 5. 1 % 5.0% 5.2% 8. 1 % 5.0% 5.4'1.9'2.0' 12 . 5 ' 5 . 9 ' 4 . 0 ' 5 . 0 ' 4 . 0 ' 13.9' 8.5' 5. 6 ' 1. 7 ' 2. 0 ' 17. 5 ' 1 3 . 9 ' 5 . 0 ' 4.6' 4.7' CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 TA N K F A R M R O A D A N D O R C U T T R O A D CU R B R A M P I M P R O V E M E N T S C5 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 202.52 SLO BM 202.03 LIP1 202.22 AC 202.46 AC 202.28 AC 202.48 AC 201.99 LIP1 PC 202.18 LIP1 202.33 AC 202.44 AC 202.16 LIP1 202.18 LIP1 202.24 AC 202.26 AC 202.24 AC 202.31 AC 202.12 LIP1 202.23 LIP1 202.36 AC 202.44 AC 202.53 AC 202.42 AC 202.25 LIP1 PT 202.88 LP 202.93 BW1 PC 202.87 BW1 202.79 BW1 202.70 BW1 202.73 BW1 202.68 BW1 202.71 BW1 PT 203.16 NG 203.22 NG 202.90 FNC1 203.82 FNC1 203.14 NG 202.86 GAS MRKR 202.69 SGN1 202.55 SGN1 202.67 SDMH LID C-6.75 202.56 TC1 PC201.73 FL1 DI 201.78 FL1 PC 201.93 FL1 202.62 TC1 202.62 TC1 TX GB3 ST201.91 FL1 201.97 FL1 202.67 GB3 202.04 GB3 EL TC1 BX 202.04 TC1 BX GB4 ST 202.00 FL1 202.77 GB4 202.69 GB4 EL TC1 TX 202.74 TC1 202.07 FL1 202.15 FL1 PT 202.80 TC1 PT 202.27 LIP2 202.14 LIP2 PC 202.07 LIP2 201.96 LIP2 201.83 LIP2 201.69 LIP2 201.50 LIP2 201.25 LIP2 PT 201.37 AC 201.56 AC 201.71 AC 201.59 AC 201.79 AC 201.98 AC 201.90 AC 202.03 AC 202.15 AC 202.02 AC 202.18 AC 202.25 AC 202.43 AC 202.31 AC 202.34 AC 202.47 AC 201.84 FL2 DI 202.61 TC2 202.53 TC2 PC 201.97 FL2 PC 201.89 FL2 202.43 TC2 202.30 TC2 TX201.80 FL2 201.73 FL2 201.79 TC2 BX 201.70 TC2 BX 201.64 FL2 201.57 FL2 202.06 TC2 TX 201.85 TC2201.33 FL2 201.12 FL2 PT 201.55 TC2 PT 201.80 BW2 PC 201.99 BW2 202.18 BW2 PT 202.41 BW2 202.60 BW2 202.56 BW2 PC 202.68 BW2 202.73 BW2 PC 202.83 BW2 202.74 SDMH LID C-3.65 202.72 VLTE1 ST 202.86 VLTE1 202.98 VLTE1 202.79 VLTE1 CLO 202.72 PBC 2X3 202.71 PBTV 2X3 202.92 VLTU1 ST 202.95 VLTU1 202.91 VLTU1 RECT 202.31 GB5 ST 202.43 GB5 GB6 ST 201.78 GB6 EL 202.29 GB5 GB7 ST 201.72 GB7 EL 202.07 GB5 EL 201.94 GV 203.13 NG 203.32 NG 203.22 NG 203.20 NG 203.86 NG 204.03 NG NG R=20' R=20' SACRAMENTO DR VI A E S T E B A N 7 2 1 8 8 15 2.2% 1.5 % 7.5% 1.5% 9.0% 9.0% 0. 4 % 4. 2 % 0. 4 % 2. 5 % 7.5% 7. 5 % 1. 5 % 1. 5 % 0.4% 9 .0 % 0 .4 % 0 .4 % 0 .4 % 0.4% 4.5% 4.5% 9.0% 0.4 % 0.4% 0.4%2.7% 1. 5 % 0.4% 3. 6 % 1.3% 3.4% 1.7% 1 . 7 % 1 . 7 % 1 . 5 % 0 . 5 % 0. 5 % 9 . 0 % 5. 8 % 1.5% 6 . 8 % 1.4% 7.5% 1 . 5 % 1.5% 1.3 % 1. 5 % 4. 5 % 4.5% 4.5% 0 . 8 % 2.6% 4.0% 0.6% 0. 6 % 3.5% 9 . 0 % 0 .8 % 0 .8 % 6.0% 13 14 5.9'1.6'4.0' 3. 5 ' 33.1'1.5'5.8' 9.9' 6. 6 ' 2 . 5 ' 5 . 0 ' 2 . 5 ' 21 . 4 ' 5. 6 ' 1. 6 ' 5. 0 ' 4. 6 ' 2. 3 ' 6. 0 ' 2. 0 ' 2.0' 5. 0 ' 9. 7 ' 2.0' 4. 5 % 4. 5 % 5.0' 2.9' 18.3 ' 2.7 ' 4.0'3.2' 15 . 1 ' 11.9 '9.2'3.0' 7 . 3 ' 5 . 3 ' 1 1 . 3 ' 10.2' 4.2' 4.5' 3.7' 4.3' 4. 7 ' 4. 5 ' XXXX 202.33 TB AP 201.92 FL 202.37 SGN 202.31 EP 202.38 EP 202.43 EP 202.46 EP202.46 BW END 202.34 SW 202.33 TC END 201.88 FL 201.95 FL 201.95 LIP 202.03 AC 201.98 GB 202.05 GB 201.97 GB 201.99 AC 202.18 STR 202.25 STR202.46 STR 202.39 STR 202.21 LIP 202.22 LIP/GB 202.18 LIP 202.05 FL1 202.33 FD MAG/WSHR TIE POINT LS6317 202.16 LIP 202.22 AC 202.05 FL1 202.15 GB 202.17 GB 202.16 GB/FL202.22 FL 202.56 TC BC 202.56 TC PCC 202.46 TC POC 202.04 FL 201.97 FL1 201.95 FL1 201.91 FL 202.39 TC EC 202.48 CFFS 202.52 CFFS 202.51 TC 202.34 FL 202.51 BW J 202.51 BW AP 202.53 BW AP 202.45 PBE 32"X49" 202.46 FS 202.50 FS 202.67 FNC AP 202.35 16" TREE 201.98 VLTE AP 201.87 VLTE AP 201.88 VLTE AP 202.22 BGN TW WD 202.41 NG 202.00 VLTE AP 201.71 NG201.78 PBT AP 201.84 PBT AP 201.91 PBT AP 201.83 PBT AP 202.34 END TW WD 202.56 TC 202.16 FL 202.14 FL 202.60 TC AP 201.95 FL202.45 TC POC 201.99 LIP 202.01 AC 202.10 AC 202.17 AC 201.86 AC 201.78 AC 202.16 AC 202.27 AC 202.11 AC 201.86 AC 202.05 AC 202.18 14" TREE 202.26 NG 202.39 NG 202.34 NG 201.46 TC EC 201.01 FL 201.10 LIP 201.14 AC 201.74 MB 201.75 TC 201.30 FL 202.14 TC BC J 201.74 FL 201.78 LIP AP 201.97 LIP 201.90 FS 202.31 TC POC 201.86 FL 202.12 FS 202.23 LIP 202.28 LIP J 202.32 LIP J 202.26 LIP 202.32 AC 202.43 STR 202.51 STR 202.54 STR 202.48 STR 202.40 AC 202.11 FL1202.11 FL1 202.22 FL1 202.34 LIP J 202.42 LIP J 202.46 AC 202.56 STR 202.64 STR 202.68 STR 202.62 STR 202.51 AC 202.47 LIP 202.39 LIP 202.30 FL1 202.40 FL1 202.52 LIP J 202.55 AC 202.68 STR 202.74 STR 202.48 LIP AP GB J 202.42 LIP 202.23 LIP 202.03 LIP AP201.90 FL 202.27 TC POC J 202.06 AC 202.40 AC 202.30 AC 202.09 AC 201.86 AC 202.24 AC 201.99 AC 201.66 AC 201.21 AC 201.47 AC 201.49 FL 201.90 TC PCC J 202.16 TC 201.75 FL 201.76 AC 201.44 AC 202.18 SGN 202.46 NG 202.78 NG 202.97 8" TREE 203.15 CC 203.13 CC 203.07 CC 203.00 CC 203.08 FH 203.04 BW 203.02 BW 202.99 CFFS 202.91 CFFS 202.82 FL 202.41 FL 202.35 FL 202.84 TC 202.78 TC AP 202.33 FS 202.49 GB202.53 GB 202.39 FL1 202.54 LIP AP 202.60 AC 202.72 STR 202.80 STR 202.56 LIP 202.57 LIP 202.51 FL202.95 TC BC J 203.06 BW J 202.44 FL202.89 TC POC 202.43 FL1 202.83 TC PCC202.83 TC EC 202.52 FL 202.48 FL 202.93 TC 202.52 FL 202.61 LIP 202.67 AC 202.89 STR 202.98 STR203.04 STR 202.94 STR 202.70 AC 202.62 LIP 202.54 FL202.96 TC J 203.18 BW J 203.13 BW S 203.10 BW/CFFL 203.14 BW/CFFL 203.04 FL J 202.94 FL J 203.52 TC 203.66 TC GB 203.50 TC GB 203.22 TC 202.68 FL J 202.59 FL J 203.19 TC 203.03 NG 203.12 NG 203.21 BW J 202.99 TC J 202.58 202.64 202.76 AC 203.00 STR 203.08 STR SACRAMENTO DR 6.8'6.8'8.0' 0.8%0.4%0.4% 0.4% 1. 5 % 1.5% 1. 5 % 7.8% 1.2% 3. 4 % 0.6%7.7% 1. 5 % 9 . 9 % 0.3% 3450 BROAD 7 3'X4' DWS6. 5 ' 1. 6 ' 2. 0 ' 9.8'10.5'5.0' 2.0' 2.0' 6.8'3.2'3.7' 1 5 . 4 ' 3' 196.42 LIP8 196.35 LIP8 196.43 LIP8196.41 LIP8196.37 LIP8196.32 LIP8196.30 LIP8 196.27 LIP8 196.24 LIP8 196.24 LIP8 196.36 AC 196.47 AC 196.34 AC 196.49 AC 196.51 AC 196.38 AC 196.40 AC 196.52 AC 196.42 AC 196.54 AC 196.51 AC 196.40 AC 196.44 AC 196.51 AC 196.48 AC 196.43 AC 196.42 AC 196.49 AC 196.50 AC 196.44 AC 196.26 FL12 ST 196.22 FL12 196.20 FL12 196.16 FL12 196.13 FL12 196.11 FL12 196.08 FL12 FL13 ST 196.09 FL12 196.07 FL12 EL 196.17 LIP9 ST 196.23 LIP9 196.12 FL13 196.19 FL13 196.28 LIP9 196.27 AC196.29 AC 196.28 AC 196.37 AC 196.34 AC 196.33 LIP9 196.22 FL13 196.27 FL13 196.39 LIP9 196.40 AC 196.41 AC 196.45 AC 196.44 AC 196.42 LIP9 196.32 FL13 196.36 FL13196.49 LIP9 196.52 AC 196.51 AC 196.61 AC 196.71 AC 196.33 FS 196.27 FS 196.23 FS 196.17 FS 196.26 FS 196.25 FS 196.28 FS 196.32 FS 196.37 FS 196.35 FS 196.26 FS 196.85 BW6 196.86 BW6 PC 196.82 BW6 196.87 BW6 196.90 BW6 196.89 BW6 PT 196.95 BW6 196.98 BW6196.93 BW6 PC 197.02 BW6 197.01 BW6 197.03 BW6 PT 197.05 BW6 197.46 SHRUB 197.52 SHRUB 197.32 SHRUB 197.29 SHRUB 197.33 SHRUB 197.35 TREE 8IN 197.25 SHRUB 197.23 SHRUB 197.13 SHRUB 197.15 SHRUB 197.38 SHRUB 197.42 SHRUB 197.28 SHRUB 197.29 GAS MRKR 197.15 SHRUB 197.05 SHRUB 197.23 SHRUB 197.36 SHRUB 197.49 TREE 8IN 197.16 NG 197.36 NG 196.68 GB21 ST 196.81 GB21 GB22 ST 196.44 GB22 EL 196.54 GB23 ST 196.85 GB23 EL GB21 196.72 GB21 EL 196.37 FL14 196.92 TC8 S 196.88 TC8 PC J 196.32 FL14 PC 196.43 FL14 196.89 TC8 S 196.53 LIP9 196.88 TC8 J 196.42 FL14 196.47 FL14 196.83 TC8 S 196.80 TC8 TX 196.48 FL14 196.44 FL14 196.53 TC8 BX 196.45 TC8 BX 196.42 FL14 196.36 FL14 196.69 TC8 TX 196.72 TC8 S 196.36 FL14 196.33 FL14 196.78 TC8 J 196.75 TC8 S196.32 FL14 196.25 FL14 196.73 TC8 S 196.73 TC8 PT J196.27 FL14 PT 196.27 FL14 196.75 TC8 S R=20' SACRAMENTO DR RI C A R D O C T 2. 2 % 0.2% 1. 5 % 1.5% 7.5% 7.5% 0 . 7 % 1.0% 2.5% 2 . 0 % 1.5% 0.5% 0.4% 0.5% 0.2% 0.5% 1. 0 % 0 . 4 % 0 . 4 % 9 . 0 % 0. 2 % 0. 1 % 0 . 4 % 0.8 % 0. 4 % 7 . 6 % 1 1 . 3 ' 13.7' 1 8 . 1 ' 5.9' 1.6'2.3' 5. 9 ' 1. 5 ' 2. 0 ' 10.4'14.0'13.2' 2. 0 ' 30 . 6 ' 8. 1 ' 8.1' 3.0' 5.8' 4.7' 11 . 0 ' 1 1 . 6 ' 5 . 0 ' 5. 0 ' 11.6' 13.3' 196.86 FS 196.73 TC 196.27 FL 197.03 FS 196.88 TC 196.32 FL 196.82 TC/FS 196.83 TC/FS 196.71 TC 196.21 FL 196.65 TC 196.25 FL 196.74 TC 196.31 FL 196.90 TC 196.33 FL 196.29 FL 196.27 FL 196.70 FS 196.72 FS 197.20 TC 196.77 FS 197.20 TC 196.78 FS 3 CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 SA C R A M E N T O D R I V E CU R B R A M P I M P R O V E M E N T S C6 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 200.26 FD SLO BM 200.31 CK 50 200.57 BW7 ST 200.54 BW7 200.58 BW7 200.59 BW7 200.58 BW7 200.52 BW7 200.53 BW7 PC 200.49 BW7 200.57 BW7 200.63 BW7 200.66 BW7 200.73 BW7 PT 200.78 BW7 200.86 BW7 200.98 BW7 201.13 BW7 201.15 BW7 200.89 MHC 200.60 FH 200.55 SGN1 200.21 GB24 ST 200.60 GB24 GB25 ST 200.41 GB25 EL 200.51 GB24 GB26 ST 200.12 GB26 EL 200.31 GB24 EL 200.37 SGN1 201.87 NG 199.94 LIP10 ST 199.88 FL15 ST 200.36 TC9 ST J 200.34 TC9199.88 FL15 199.94 LIP10 199.95 LIP10 199.96 MHC 199.87 FL15 200.36 TC9 J 200.30 TC9199.85 FL15 199.91 LIP10 199.90 LIP10 199.84 FL15 PC 200.29 TC9 PC J 200.29 TC9199.87 FL15 199.92 FL15 200.33 TC9 TX 200.08 TC9 BX 200.01 FL15 200.06 FL15 200.15 TC9 BX 200.03 FL15 200.38 TC9 TX 200.35 TC9 199.96 FL15 200.01 FL15 PT 200.47 TC9 PT J 200.12 FL15 200.61 TC9 200.72 TC9 J 200.25 FL15 200.39 FL15200.84 TC9 TC9 TX JFL15 201.93 NG 202.35 TRP 15IN 203.33 TRP 3X15IN 202.26 NG 202.95 NG 202.20 NG 202.40 NG 202.34 NG 200.09 AC 200.28 AC200.10 AC 199.99 AC 200.00 AC 200.08 AC 200.01 AC 199.90 AC 199.96 AC 200.02 AC200.01 AC 199.93 AC 199.87 SWUD 3IN 199.87 SWUD 3IN 201.21 ICV200.89 GV 200.72 GAS MRKR 199.82 FL16 ST 199.79 FL16 199.88 LIP10 199.86 LIP10 199.77 FL16 199.75 FL16 FL17 ST 199.73 FL16 199.86 LIP10 199.78 LIP10 EL 199.66 FL16 EL 199.78 LIP11 ST 199.84 LIP11 199.77 FL17 199.87 FL17 199.97 LIP11 200.05 LIP11 199.95 FL17 199.99 FL17 EL 200.08 LIP11 200.16 LIP11 200.29 LIP11 200.42 LIP11 200.58 AC 200.52 AC 200.33 AC 200.43 AC 200.28 AC 200.14 AC 200.00 AC 200.14 AC 199.89 AC 199.86 AC 199.83 FS 199.86 FS 199.97 FS 199.93 FS 199.74 LIP12 ST 199.71 LIP12199.68 LIP12 199.92 LIP12 200.22 LIP12 200.29 LIP12 200.39 LIP12 200.44 AC 200.41 AC 200.30 AC 200.31 AC 200.04 AC 200.04 AC 199.77 AC 199.77 AC 199.63 FL18 ST 199.74 LIP13 ST 199.71 LIP13 199.60 FL18 199.54 FL18 199.68 LIP13 199.62 LIP13 199.54 FL18 FL19 ST 199.64 FL19 199.86 FL19 200.13 FL19 EL 199.49 FL18199.46 FL18 EL 199.63 LIP13 199.61 LIP13 199.61 LIP13 199.91 AC 199.74 AC 199.82 AC 199.97 AC 199.75 AC 199.90 AC 199.91 AC 199.77 AC 199.81 AC 199.92 AC 199.91 AC 199.81 AC 199.92 TC10199.46 FL20 199.47 FL20 199.95 TC10 199.96 TC10199.47 FL20 199.44 FL20 PC 199.93 TC10 PC 200.16 TC10199.66 FL20 199.81 FL20 200.21 TC10 TX 199.97 TC10 BX199.88 FL20 199.98 FL20 200.07 TC10 BX 200.44 TC10 TX200.00 FL20 200.08 FL20 200.53 TC10 200.62 TC10 200.16 FL20 200.20 FL20 PT 200.69 TC10 PT J 200.72 TC10 200.29 FL20 200.71 SGN1 200.03 PP200.00 SGN1 201.14 TREE 12IN 201.18 NG 201.38 NG 201.79 NG 201.32 NG 201.39 NG 201.66 NG 202.20 NG 200.59 WV 200.48 WV 200.47 GB ST 200.57 GB28 ST GB 200.09 GB28 EL 200.45 GB 200.37 GB29 ST GB 200.01 GB29 EL 200.26 GB EL 200.07 BW8 200.11 BW8 200.13 BW8 200.10 BW8 PC 200.23 BW8 200.37 BW8 200.52 BW8 200.62 BW8 200.70 BW8 200.75 BW8 200.79 BW8 PT 200.81 BW8 R=20' R=20' INDUSTRIAL WAY SA C R A M E N T O D R 2. 7 % 1.6% 1. 5 % 1.5% 1 .5 % 1 .3 % 1.2 %5 . 0 % 1 . 5 % 1 . 5 % 5 . 0 % 1.5% 9 .0 % 9.0 % 3. 0 % 0 .4 %0.5% 0.0% 0.5%0.4%0.4% 0.4%0.4% 4.5% 1.5% 3.2% 4. 7 % 3. 1 % 0.3% 1. 5 % 1. 9 % 3. 7 % 0.4% 1. 5 % 1.5% 3.7% 1.5%1 . 5 % 1 . 5 % 1.0 % 2.4% 4. 0 % 1.5% 4 . 5 % 0 . 4 % 2.1% 0.3% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 1. 0 % 200.79 FS 200.69 TC 200.20 FL 200.29 FS 6.1' 1.5'2.0' 10 . 6 ' 8.0' 13.7' 5. 9 ' 1. 5 ' 13.6'14.0'57.3'14.0'11.3' 6. 0 ' 2. 0 ' 5. 9 ' 1. 5 ' 2. 0 ' 11.4' 5.9' 1.5'2.0' 2. 0 ' 2. 0 ' 4 . 8 ' 3 . 0 ' 5.8' 4.6' 8.1' 4.7 ' 5. 7 ' 9 . 3 ' 5 . 0 ' 9.3' 7. 4 ' 1 4 . 2 ' 14.2 ' 5 . 0 ' 3.0' 1 2 3 4 3 5 6 200.07 FS 200.12 FS 200.12 TC/FS 199.96 TC 199.47 FL 199.88 FS 200.00 FS 199.64 FL 199.76 FL 200.38 TC 199.88 FL 200.03 TC 199.53 FL 199.59 FL 199.75 FL 199.66 FS 199.66 FS 199.81 FS 199.81 FS 200.72 TC 200.25 FL 200.86 FS 200.48 TC 199.98 FL 200.56 TC/FS 200.66 TC 200.12 FS 200.59 TC 200.05 FS 200.41 TC/FS 200.33 TC 199.83 FL 2.5% 3 . 1 % 200.36 TC 199.87 FL 0.3% 1.5% 199.97 FL 200.04 FL 200.67 TC 200.79 TC 199.95 FS 200.55 TC 200.18 TC 199.82 FL 5.3' 5.0' 200.62 TC 3. 3 % 3. 6 % 4 . 2 ' LIP4 198.41 TC5 PC 197.95 FL5 PC 197.98 LIP4 197.96 LIP4 197.89 LIP4 197.85 LIP4 197.87 LIP4 EL 197.92 AC 197.89 AC 198.01 AC 198.12 AC 198.25 AC 198.09 AC 197.93 FL6 ST 197.83 FL6 197.74 FL6 FL7 ST 197.70 FL7 EL198.01 FL6 198.29 FL6 EL 198.35 LIP5 198.15 LIP5 197.89 LIP5 197.82 LIP5 EL 197.95 FS 197.82 FS 197.89 FS 198.36 TC5 TX 197.93 FL5 197.97 FL5 TC5 197.97 FL5 TC5 198.20 FL5 198.70 TC5 TX 198.78 TC5 PT198.29 FL5 PT 198.42 AC 198.43 AC 198.29 AC 198.20 AC 198.01 AC 198.14 AC 197.94 AC 198.16 AC 197.97 WV 198.12 WV 198.08 WV 198.89 VLTE2 ST 199.03 VLTE2 VLTE2 CLO 198.84 BW4 PC 198.82 BW4 198.63 BW4 198.64 BW4 198.53 BW4 198.56 BW4 PT 198.50 GB12 ST FL8 PC ST TC6 PC ST 198.36 GB12 EL 198.16 FL8 GB13 ST 198.00 GB13 EL 198.64 TC6 198.62 TC6 198.13 FL8 GB14 ST 197.99 GB14 EL 198.82 FL8 PT EL TC6 PT EL GB15 ST 198.71 GB15 EL 198.85 NG 199.24 NG 199.46 NG 199.00 NG 198.98 NG R=20' SACRAMENTO DR CA P I T O L I O W A Y 2.6% 1.5% 1.0% 1. 3 % 0. 1 % 0. 5 % 1. 0 % 0. 5 % 0.5 %5.0 % 1 .5 % 1 .0 % 2.8% 1.7% 1.9% 4 .7 % 9 .0 % 5.0% 1 . 5 % 1 . 5 % 1. 5 % 1. 1 % 0. 9 % 2.9% 3.9 % 1 .5 % 7 .2 % 3 .6 % 5.9' 1.5' 4.0' 6. 0 ' 1. 8 ' 2. 0 ' 8.2'14.0'3.5' 5. 7 ' 8.5' 4.3' 8.0' 4.3 ' 7.6 ' 6.7' 6. 8 ' 5 . 0 % 8.3' 198.41 FS 197.95 FL 198.56 FS 197.92 FL 198.40 TC 198.48 TC/FS 197.88 FL 198.33 TC 4.9' 5.0' 8.1' 5.0 ' 4. 9 ' 197.86 FL 198.08 TC 197.83 FL 197.95 FL 198.01 FL 198.41 TC 198.06 FL 198.64 TC 198.78 TC 198.29 FL (198.84 TC/FS) 198.54 FS 199.00 TC 198.20 FS 198.90 TC 198.08 FS 198.68 TC 198.26 FS 198.86 TC 198.13 FS 198.01 FS 4 . 7 ' 3 . 5 ' 197.02 BW3 197.53 BW3 PC 197.88 BW3 198.16 BW3 198.20 BW3 198.26 BW3 PT 198.17 BW3 197.72 LIP3 197.56 FL3198.03 TC3 198.14 TC3 PC 197.68 FL3 PC 197.80 LIP3 PC 197.69 LIP3 197.66 FL3 PC198.08 TC3 TX 197.59 TC3 FL3 197.54 TC3 FL3 197.69 LIP3 197.40 LIP3 197.31 FL3197.76 TC3 TX 197.38 TC3 PT 196.92 FL3 PT 197.03 LIP3 PT 196.71 LIP3 196.60 FL3 197.06 TC3 J 196.79 AC 196.86 AC 197.26 AC 197.14 AC 197.53 AC 197.86 AC 197.94 AC 197.80 AC 197.81 AC 197.93 AC 197.89 AC 197.77 AC 197.72 AC 197.81 AC 198.14 SGN1198.07 GB8 ST 198.16 GB8 EL TC4 PC ST FL4 PC ST 198.19 TC4 197.73 FL4 GB9 ST 197.61 GB9 EL 197.58 GB10 ST 197.62 GB10 EL FL4198.13 TC4 197.85 TC4 PT EL FL4 PT EL GB11 ST 197.76 GB11 EL 197.25 SGN1 197.58 BLRD 197.34 BLRD 197.08 RSC 197.22 BFP 8IN 197.34 BFP 8IN 197.53 NG 197.77 NG 198.00 NG 198.12 NG R= 20' SACRAMENTO DR CA P I T O L I O W A Y 1. 9 % 1. 0 % 3.1% 0.2% 0.5% 3.7% 1.0% 3.4% 2.4 % 2.3 % 3.5 % 4.0 % 4.2% 1 .0 % 0 .5 %0 .5 % 4.2 %1.0% 1 . 5 % 1 . 5 % 5 . 0 % 5 . 0 % 1.5 % 2.5 % 9 .0 % 2.0% 2 .8 % 8.0' 5.7' 5.2 ' 7. 0 ' 2. 0 ' 2. 0 ' 7.0' 2.0' 2.0' 5.7'2.8'1.6' 5.0' 5.0 ' 2.8 ' 1.5 ' 5.2 ' 3 . 0 ' 4 . 1 ' 5 . 2 ' 198.14 TC 197.68 FL 198.26 TC/FS 197.65 FL 198.15 TC 198.09 FS 197.53 TC/FS 198.50 TC 197.90 FS 198.36 TC 197.82 FS 198.13 TC 197.66 FS 198.00 TC 197.38 TC 196.92 FL 197.63 FL 198.06 TC 197.60 FL 197.52 FL 197.31 FL 197.65 TC 197.13 FL 197.56 TC 197.75 FS 197.83 FS 4.8' 4.9' 4 . 5 % 4 . 5 % CONSTRUCTION NOTES (SHEETS C1 - C7) REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415 RESET BENCHMARK PER SECTION 5-1.26 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLED PROTECT (E) SIGN INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310 PROTECT (E) POWER POLE PROTECT (E) CATCH BASIN REMOVE (E) SIGN AND POST ADJUST UTILITY BOX TO FINISH SURFACE ADJUST TRAFFIC SIGNAL TO FINISH SURFACE PROTECT (E) TRAFFIC SIGNAL CABINET REPLACE DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED) REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL NEW SIGNS PER ENG. STD. 7210 ON TOP OF (N) PUNCH POST PROTECT (E) GAS MARKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEGEND TRUNCATED DOMES (N) CONCRETE PAVEMENT RESTORATION PER PAVING PLANS 6" INCH FULL DEPTH AC REPLACEMENT PER ENG STD. 4110 SA C R A M E N T O D R I V E CU R B R A M P I M P R O V E M E N T S C7 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : of SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 20 2 5 P A V I N G P R O J E C T HN LS BN APRIL 2025 2000616 35 APPROVED: MAY XX, 2025 HN 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 0 SCALE IN FEET 5 10 N 6' 1. 5 ' 10 . 5 ' 10 . 5 ' 1. 5 ' 6' 6 0 ' REMOVE (E) SIGNS AND INSTALL (N) W1-1a(R)(25) SIGN ON (E) PUNCH POST INSTALL FLASHING YELLOW WARNING BEACON ON TOP OF SIGN POST, CARMANAH R247-MX SERIES, WITH 30W SOLAR KIT REMOVE (E) SIGNS AND POST 2" DIAMETER YELLOW RAISED PAVEMENT MARKERS (BOTS' DOTS) AT 5' SPACING ON EXISTING CENTERLINE PER DETAIL C, SHEET D1 317 LF N INSTALL 18" WIDE WHITE BICYCLE BUFFER WITH RAISED PAVEMENT MARKERS WITH EXISTING BICYCLE LANE PER DETAIL B, SHEET D1, 332 LF INSTALL 18" WIDE WHITE BICYCLE BUFFER WITH RAISED PAVEMENT MARKERS WITH EXISTING BICYCLE LANE PER DETAIL B, SHEET D1 320 LF INSTALL 24" X 24" W8-6 SIGN AND W16-9P SIGN ON EXISTING STREETLIGHT POLE WITH STRAP & SADDLE BRACKET INSTALL W1-8(L) SIGN ON (N) PUNCH POST PER CITY STANDARD 7210. REPLACE W1-8(L) SIGN ON EXISTING PUNCH POST PER CITY STANDARD 7210 INSTALL W1-8(R) SIGN ON (N) PUNCH POST PER CITY STANDARD 7210. REPLACE W1-8(L) SIGN ON EXISTING PUNCH POST PER CITY STANDARD 7210 REPLACE W1-8(R) SIGN ON EXISTING PUNCH POST PER CITY STD 7210 REPLACE W1-8(R) SIGN ON EXISTING PUNCH POST PER CITY STD 7210 REMOVE (E) SIGNS AND POST REMOVE (E) SIGNS AND INSTALL (N) W1-1a(L)(25) SIGN AND R26(S) (CA) SIGN ON (E) POST INSTALL FLASHING YELLOW WARNING BEACON ON TOP OF SIGN POST, CARMANAH R247-MX SERIES, WITH 30W SOLAR KIT REPLACE R26 (S) (CA) "NO STOPPING ANYTIME" SIGN REPLACE R26 (S) (CA) "NO STOPPING ANYTIME" SIGN SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 0 1 SH E E T P 0 2 6' 6' 10 ' 10 ' RED CURB 20' FROM STOP BAR REMOVE (E) SIGNS AND INSTALL (N) R26(CA) SIGN ON (E) PUNCH POST REMOVE (E) SIGNS AND INSTALL (N) R26(CA) SIGN ON (E) PUNCH POST RED CURB 50 LF 12" WHITE 88 LF 45° 20' O. C. INSTALL R2-1 (25) ON (N) PUNCH POST REPLACE CURB RAMP PER SHEET C7 REPLACE CURB RAMP PER SHEET C6 REMOVE (E) STREET NAME SIGNS AND (E) POST REMOVE (E) R1-1 "STOP SIGN" INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL STREET NAME SIGNS PER CITY STD 7250 ON TOP OF (N) PUNCH POST. REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 DETAIL 39 234 LF REMOVE (E) R3-7R SIGN, INSTALL MODIFIED R10-15 SIGN ON SAME POST (SEE DETAIL D, SHEET D1) REMOVE (E) R4-4 SIGN AND PUNCH POST CASE 2 BIKE LANE PER DETAIL E, SHEET D1, 112 LF INSTALL STREET NAME SIGNS PER CITY STD 7250 ON TOP OF (E) STOP SIGN POST CASE 2 BIKE LANE PER DETAIL E, SHEET D1 100 LF CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 77 LF INSTALL R2-1(25) SIGN ON (E) STREET LIGHT POLE WITH STRAP & SADDLE BRACKET REPLACE CURB RAMP PER SHEET C6 REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 N DETAIL 22 328 LF DETAIL 39 248 LF DETAIL 27B 346 LFBIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. REPLACE CURB RAMP PER SHEET C6 12" WHITE 24 LF LEGEND HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D240200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3501 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA C R A M E N T O P SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 0 1 SH E E T P 0 2 8' 6' 10 ' 10 ' 6' REMOVE (E) SIGNS AND 12' PUNCH POST. INSTALL (E) R2-1(30) AND (N) R26(CA) SIGN ON (N) 14' PUNCH POST REMOVE (E) SIGNS AND 12' PUNCH POST, INSTALL (N) RADAR SPEED FEEDBACK SIGN (TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR KIT) ON (N) 14' PUNCH POST. INSTALL (N) R26(CA) SIGN BELOW SPEED FEEDBACK SIGN ON SAME POST. RED CURB 20 LF FROM STOP BAR INSTALL (N) R1-1 AND STREET NAME SIGNS PER CITY STD 7250 ON TOP OF (E) PUNCH POST. REMOVE (E) SIGNS AND INSTALL (N) R26(CA) SIGN ON (E) PUNCH POST REPLACE CURB RAMP PER SHEET C7 RED CURB 20' FROM STOP BAR REMOVE SIGNS AND REPLACE PUNCH POST WITH 14' PUNCH POST. REINSTALL (E) R81(CA) SIGN AND INSTALL (N) R26(CA) SIGN REFRESH RED CURB 30 LF 12" WHITE 20 LF REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 PROTECT IN PLACE (E) 44"x72" ELLIPTICAL CMP AND INLET DETAIL 39 15 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1 100 LF CASE 3 BIKE LANE PER DETAIL E, SHEET D1 92 LF CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 77 LF N DETAIL 39 573 LFDETAIL 27B 698 LF DETAIL 22 406 LF DETAIL 39 312 LF BIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 0 2 SH E E T P 0 3 SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E 8. 5 ' 6' 10 ' 10 ' 6' 12" WHITE 37 LF 45° 20' O.C. 12" WHITE 80 LF 45° 20' O. C. REPLACE R26(CA) SIGN REPLACE R26(CA) SIGN RED CURB 20' FROM STOP BAR REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 PROTECT IN PLACE (E) 30" HDPE PROTECT IN PLACE (E) 24" HDPE PROTECT IN PLACE (E) 24" HDPE PROTECT IN PLACE (E) 17.7" HDPE CASE 3 BIKE LANE PER DETAIL E, SHEET D1 92 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1 112 LF DETAIL 39 364 LF INSTALL R2-1(30) SPEED LIMIT SIGN ON (E) STREET LIGHT POLE WITH STRAP & SADDLE BRACKET RED CURB 60 LF RED CURB 100 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1 100 LF CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 87 LF REPLACE STREET NAME SIGNS PER CITY STD 7250 REPLACE CURB RAMP PER SHEET C6 N DETAIL 22 1504 LF DETAIL 39 662 LF DETAIL 27B 368 LF BIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. INSTALL (N) RADAR SPEED FEEDBACK SIGN (TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR KIT) AND R2-1 (30) SIGN ON (E) STREET LIGHT POLE WITH STRAP & SADDLE BRACKETS LEGEND HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D240200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3502 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA C R A M E N T O P S E E M A T C H L I N E S E E M A T C H L I N E S E E M A T C H L I N E B E L O W A B O V E 10 ' 5' 2' 10 ' 10 ' 2' 5' REPLACE R1-1 SIGN ON (E) POST RED CURB 6 LF RED CURB 6 LF NARROW BIKE LANE TO AVOID VAULT EDGE REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 REPLACE CURB RAMP PER SHEET C7 REPLACE CROSS GUTTER PER SHEET C6 RED CURB 20 LF FROM STOP BAR REPLACE CURB RAMP PER SHEET C7 CASE 2 BIKE LANE PER DETAIL E, SHEET D1 88 LF INSTALL R81(CA) AND R81B(CA) SIGNS ON NEW 12' PUNCH POSTNARROW BIKE LANE TO AVOID VAULT EDGE BIKE BUFFER PER DETAIL A, SHEET D1 742 LF, Cont. BIKE BUFFER PER DETAIL A, SHEET D1 590 LF, Cont. N 12" WHITE 27.5 LF "STOP" LEGEND 22 SQFT, Typ. DETAIL 22 1504 LF, Cont. DETAIL 39 587 LF BIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 0 2 SH E E T P 0 3 9' 6' 10 ' 10 ' 10'10'10'10' 6' 8' 5' 2' 10 ' 10 ' 2' 5' NARROW BIKE LANE TO AVOID VAULT EDGE REPLACE (E) SSMH COATING. REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610 BIKE BUFFER PER DETAIL A, SHEET D1 590 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1 40 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1 40 LF DETAIL 39 662 LF, Cont.BIKE BUFFER PER DETAIL A, SHEET D1 742 LF DETAIL 39 109 LF N DETAIL 22 1504 LF, Cont. DETAIL 27B 109 LF LEGEND HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D240200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3503 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. SA C R A M E N T O P SE E MA T C H L I N E SH E E T P 0 5 SE E MA T C H L I N E AB O V E N REPLACE CURB RAMP PER SHEET C2 REPLACE CURB RAMP PER SHEET C2 REPLACE CURB RAMP PER SHEET C3REPLACE CURB RAMP PER SHEET C3 REPLACE CURB RAMP PER SHEET C3 SE E MA T C H L I N E BE L O W N REPLACE CURB RAMP PER SHEET C1 REPLACE CURB RAMP PER SHEET C1 REPLACE CURB RAMP PER SHEET C1 REPLACE CURB RAMP PER SHEET C1 LEGEND 40200 HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L 3504 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2 TA N K F A R M P TANK FARM DESIGNS PENDING CITY COUNCIL DIRECTION AT 5/6/25 HEARING S E E M A T C H L I N E S H E E T P 0 4 SE E MA T C H L I N E BE L O W N REPLACE CURB RAMP PER SHEET C2 SE E MA T C H L I N E SH E E T P 0 6 SE E MA T C H L I N E AB O V E N REPLACE CURB RAMP PER SHEET C2 REPLACE CURB RAMP PER SHEET C4 REPLACE CURB RAMP PER SHEET C4 REPLACE CURB RAMP PER SHEET C4 REPLACE CURB RAMP PER SHEET C4LEGEND 40200 HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L 3505 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2 TA N K F A R M P TANK FARM DESIGNS PENDING CITY COUNCIL DIRECTION AT 5/6/25 HEARING SE E MA T C H L I N E SH E E T P 0 5 N LEGEND 40200 HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L 3506 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2 TA N K F A R M P TANK FARM DESIGNS PENDING CITY COUNCIL DIRECTION AT 5/6/25 HEARING SE E MA T C H L I N E BE L O W N REPLACE CURB RAMP PER SHEET C5 REPLACE CURB RAMP PER SHEET C5 SE E MA T C H L I N E SH E E T P 0 8 SE E MA T C H L I N E AB O V E N REPLACE CURB RAMP PER SHEET C5 LEGEND 40200 HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L 3507 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2 TA N K F A R M P TANK FARM DESIGNS PENDING CITY COUNCIL DIRECTION AT 5/6/25 HEARING SE E MA T C H L I N E SH E E T P 0 7 N REPLACE CURB RAMP PER SHEET C5 REPLACE CURB RAMP PER SHEET C5 LEGEND 40200 HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L 3508 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2 TA N K F A R M P TANK FARM DESIGNS PENDING CITY COUNCIL DIRECTION AT 5/6/25 HEARING S E E M A T C H L I N E S E E M A T C H L I N E S E E M A T C H L I N E S H E E T P 0 9 S H E E T P 1 0 SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E 9' 12 ' 12 ' 7' DETAIL 22 1524 LF, Cont. DETAIL 39 1838 LF, Cont. DETAIL 39 1864 LF, Cont. N BIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. REGRADE, RECOMPACT AND INSTALL JUTE NETTING TO STABLIZE THIS SLOPE 7108 SQFT EXTEND HMA DIKE TO LIMITS OF GRADING REPLACE CALTRANS HMA DIKE 747 LF REPLACE CALTRANS HMA DIKE 757 LF, Cont. 30 ' SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E 8. 5 ' 12 ' 12 ' 8' MATCH EXISTING STRIPING DETAIL 22 1524 LF, Cont. DETAIL 39 1838 LF, Cont. DETAIL 39 1864 LF, Cont. N REPLACE CALTRANS HMA DIKE 747 LF, Cont. REPLACE CALTRANS HMA DIKE 278 LF REPLACE CALTRANS HMA DIKE 599 LF BIKE RIDER SYMBOL 2 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. LEGEND 40200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3510 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HMA SURFACE 8.5" DEPTH PER DETAIL Z, SHEET D2 AD D . A L T . A O R C U T T P SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E 2. 5 ' 2. 5 ' 12 ' 12 ' 12 ' 12 ' REPLACE R26(S)(CA) "NO STOPPING ANY TIME" SIGN REPLACE (3) W1-8(L) SIGNS REPLACE R26(S)(CA) "NO STOPPING ANY TIME" SIGN DOUBLE 5'x5' R.C.B. DETAIL 39 1963 LF DETAIL 39 1856 LF DETAIL 22 1992 LF REPLACE (3) W1-8(L) SIGNS REPLACE W14-1 "DEAD END" SIGN. N SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 1 1 SH E E T P 1 2 3' 3' 12 ' 12 '(E) 6'x7' R.C.B. PROTECT IN PLACE HEADWALL DETAIL 39 1963 LF, Cont. DETAIL 39 1856 LF, Cont. REPLACE R26(S)(CA) SIGN ON EXISTING POST REPLACE R26(S)(CA) SIGN ON EXISTING POST REPLACE R26(S)(CA) SIGN ON EXISTING POST N DETAIL 22 1992 LF, Cont. LEGEND HMA SURFACE 6" DEPTH PER DETAIL X, SHEET D240200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3511 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AD D . A L T . B C A L L E J O A Q U I N P S E E M A T C H L I N E S E E M A T C H L I N E S E E M A T C H L I N E B E L O W A B O V E SE E MA T C H L I N E SE E MA T C H L I N E SE E MA T C H L I N E SH E E T P 1 1 SH E E T P 1 2 1 . 5 ' 1 2 ' 1 2 ' 1 . 5 ' 4' 4' 12 ' 12 ' DETAIL 39 1963 LF, Cont. DETAIL 39 1856 LF, Cont. REPLACE EXISTING ROAD EDGE DELINEATORS WITH NEW DELINEATORS (CLASS 1, TYPE E ) PER CALTRANS STD PLN A73C SPACED 50 O.C., Typ.REPLACE R26(S)(CA) SIGN ON EXISTING POST REPLACE R26(S)(CA) SIGN ON EXISTING POST N DETAIL 22 1992 LF, Cont. SE E MA T C H L I N E SE EMA T C H L I N E SE E MA T C H L I N E BE L O W AB O V E 2 ' 2 ' 1 2 ' 1 2 ' REPLACE R26(S)(CA) SIGN ON EXISTING POST DETAIL 39 1963 LF, Cont. DETAIL 39 1856 LF, Cont. REPLACE R26(S)(CA) SIGN ON EXISTING POST N DETAIL 22 1992 LF, Cont. LEGEND HMA SURFACE 6" DEPTH PER DETAIL X, SHEET D240200 HAI-L O N G Q . N G U Y E N No. C 84733 S T ATE OF CA L I F O R NIA R E GISTER E D P R O F ESSION A L E N G I N EER C I V I L 3512 2000616 DATE 1" = 40' BN WBH KH NGN 20 2 5 P A V I N G P R O J E C T REVISION SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. AD D . A L T . B C A L L E J O A Q U I N P DETAIL 22 60 LF DETAIL 38 60 LF DETAIL 39 60 LF 12" WHITE 37 LF DETAIL 38 60 LF DETAIL 38 60 LF DETAIL 39A 52 LF 12" WHITE 62 LF 12" WHITE 10 LF 12" WHITE 10 LF TYPE IV ARROW 15 SQFT, Typ. TYPE VII ARROW 27 SQFT, Typ.12" WHITE 36 LF 12" WHITE 10 LF DETAIL 22 30 LF DETAIL 38 38 LF DETAIL 38 57 LF DETAIL 22 65 LF DETAIL 39 67 LF BIKE ARROW 3.5 SQFT BIKE SYMBOL 7 SQFT, Typ. DETAIL 39 53 LF DETAIL 38 53 LF DETAIL 22 54 LF DETAIL 38 54 LF DETAIL 38 50 LF DETAIL 39A 40 LF 12" WHITE 60 LF N 12" WHITE 209 LF ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3501 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S MI L L & S A N T A R O S A ; H I G H & S A N T A B A R B A R A ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC SE E MA T C H L I N E BE L O W TYPE IV ARROW SQFT, Typ.DETAIL 22 928 LF DETAIL 39 860 LF DETAIL 9 943 LF DETAIL 37 513 LF TYPE I 10' ARROW 14 SQFT, Typ. BIKE ARROW 3.5 SQFT BIKE SYMBOL 7 SQFT, Typ. 12" WHITE 50 LF DETAIL 38 252 LF DETAIL 39 895 LFDETAIL 9 967 LF DETAIL 9 319 LFTYPE VII ARROW 27 SQFT, Typ. DETAIL 39A 76 LF N SE EMA T C H L I N E SH E E T S 0 3 SE E MA T C H L I N E AB O V E FOR PCC STRUCTURE, STRIPE REMOVAL METHODS MUST BE BY MEANS THAT WILL NOT REMOVE OR DAMAGE THE EXISTING SURFACING. STRIPE REMOVAL METHOD ON PCC BRIDGE DECK SHALL BE APPROVED BY CALTRANS ENCROACHMENT ENGINEER PRIOR TO WORK DETAIL 40 113 LF DETAIL 41 120 LF 12" WHITE 11 LF 12" WHITE 12.5 LF TYPE I 18" ARROW 25 SQFT, Typ. 12" WHITE 25.5 LF DETAIL 38 434 LF DETAIL 38 434 LF BIKE ARROW 3.5 SQFT BIKE SYMBOL 7 SQFT, Typ. TYPE IV ARROW 15 SQFT, Typ. TYPE I 10' ARROW 14 SQFT, Typ. DETAIL 39 860 LF, Cont. DETAIL 9 943 LF, Cont. DETAIL 22 928 LF, Cont. DETAIL 39 895 LF, Cont.DETAIL 9 967 LF, Cont. N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3502 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S MA D O N N A ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT LANE WIDTHS AND ALIGNMENTS TO MATCH EXISTING SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 2 DETAIL 39 385 LF DETAIL 9 603 LF DETAIL 29 205 LF DETAIL 39 517 LF DETAIL 9 559 LF DETAIL 32 407 LF BIKE ARROW 3.5 SQFT, Typ. "LANE" LEGEND 6 SQFT, Typ. "BIKE" LEGEND 5 SQFT, Typ. DETAIL 39A 52 LF CROSSWALK 106 LF N SE E MA T C H L I N E AB O V E MATCH (E) STRIPING DETAIL 39 137 LF DETAIL 9 615 LF, Cont. DETAIL 39 517 LF, Cont. DETAIL 9 559 LF, Cont. DETAIL 32 407 LF, Cont. TYPE IV ARROW 15 SQFT, Typ. N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3503 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S MA D O N N A ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT S E E M A T C H L I N E B E L O W DETAIL 32 394 LF TYPE IV ARROW 15 SQFT, Typ. TYPE I 10' ARROW 14 SQFT DETAIL 22 173 LF DETAIL 38 104 LF DETAIL 38 108 LF N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 0 5 TYPE IV ARROW 15 SQFT, Typ. DETAIL 32 477 LF DETAIL 32 394 LF, Cont. N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3504 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S PR A D O ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC SE E MA T C H L I N E SH E E T S 0 4 DETAIL 39 391 LFDETAIL 39 391 LF DETAIL 39A 87 LF BIKE ARROW 3.5 SQFT BIKE SYMBOL 7 SQFT, Typ. DETAIL 39 82 LF 8" YELLOW 269 LF 45° 10' O.C. 6" YELLOW 370 LF DETAIL 29 368 LF TYPE IV ARROW 15 SQFT, Typ. DETAIL 32 477 LF N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3505 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S PR A D O ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC DETAIL 22 214 LF DETAIL 29 37 LF DETAIL 22 34 LF DETAIL 25 290 LF DETAIL 25 244 LF N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3506 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S PR A D O ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC CROSSWALK 18 LF DETAIL 39 41 LF DETAIL 39 207 LF N TYPE I 10' ARROW 25 SQFT, Typ. 12" WHITE 41 LF DETAIL 29 40 LF 6" YELLOW 10' O.C. 45° 36 LF BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT SE E MA T C H L I N E BE L O W DETAIL 39 247 LF TYPE IV ARROW 15 SQFT, Typ. DETAIL 38 132 LF DETAIL 24 444 LF DETAIL 39 994 LF DETAIL 9 1086 LF DETAIL 9 1903 LF DETAIL 39 84 LF DETAIL 39 125 LF DETAIL 25 444 LF DETAIL 39A 135 LF DETAIL 39A 135 LF DETAIL 38 155 LF DETAIL 39A 28 LF DETAIL 39A 28 LF DETAIL A, THIS SHEET 118 LF N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 0 8 BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT DETAIL 39 994 LF, Cont. DETAIL 9 1086 LF, Cont. DETAIL 9 1903 LF, Cont. TYPE IV ARROW 15 SQFT, Typ.DETAIL 39 30 LF DETAIL 39 127 LF DETAIL 39 127 LF DETAIL 39A 88 LF DETAIL 39A 112 LF DETAIL 24 369 LF DETAIL 39 1160 LF DETAIL 22 215 LF DETAIL 22 68 LFDETAIL 24 380 LF "LANE" LEGEND 4' 6 SQFT "BIKE" LEGEND 4' 5 SQFT DETAIL 39A 102 LF DETAIL 38 145 LF ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3507 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S BR O A D ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT 2" 4" DETAIL A 2" 12" 12" 2" WHITE BOTS DOTS 12" WHITE PAINT N S E E M A T C H L I N E S H E E T S 0 7 SE E MA T C H L I N E BE L O W DETAIL 39 1160 LF, Cont.DETAIL 9 1903 LF, Cont. BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT DETAIL 38 115 LF TYPE IV ARROW 15 SQFT, Typ. DETAIL 22 89 LF DETAIL 22 204 LF DETAIL 24 250 LF DETAIL 39 2225 LF DETAIL 9 2767 LF DETAIL 24 248 LF N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 0 9 DETAIL 22 77 LF DETAIL 39 2225 LF, Cont. DETAIL 9 2767 LF, Cont. DETAIL 39 1160 LF, Cont.DETAIL 9 1903 LF, Cont. DETAIL 22 318 LF DETAIL 38 198 LF DETAIL 32 1761 LF BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT TYPE IV ARROW 15 SQFT, Typ. DETAIL 39A 100 LF DETAIL 9 1903 LF DETAIL 39 1818 LF ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3508 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S BR O A D ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT N SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 8 DETAIL 9 1903 LF, Cont. DETAIL 39 1818 LF, Cont. DETAIL 32 1761 LF, Cont. DETAIL 39 2225 LF, Cont. DETAIL 9 2767 LF, Cont. TYPE IV ARROW 15 SQFT, Typ. N SE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 1 0 DETAIL 9 1903 LF, Cont. DETAIL 39 1818 LF, Cont. DETAIL 32 1761 LF, Cont. DETAIL 39 2225 LF, Cont. DETAIL 9 2767 LF, Cont. TYPE IV ARROW 15 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT "SIGNAL" LEGEND 32 SQFT, Typ. "AHEAD" LEGEND 31 SQFT, Typ. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3509 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S BR O A D ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT N SE E MA T C H L I N E BE L O W SE E MA T C H L I N E SH E E T S 0 9 DETAIL 9 1903 LF, Cont. DETAIL 39 1818 LF, Cont. DETAIL 32 1761 LF, Cont. DETAIL 9 2767 LF, Cont. TYPE IV ARROW 15 SQFT, Typ. BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT DETAIL 22 167 LF DETAIL 38 111 LF DETAIL 39 434 LF DETAIL 39 434 LF NSE E MA T C H L I N E AB O V E SE E MA T C H L I N E SH E E T S 1 1 CROSSWALK 86 LF BIKE ARROW 3.5 SQFT, Typ. BIKE LANE SYMBOL 7 SQFT CROSSWALK 105 LF "LANE" LEGEND 4' 6 SQFT "BIKE" LEGEND 4' 5 SQFT DETAIL 39 173 LF DETAIL 39 173 LF DETAIL 38 151 LF DETAIL 39 102 LF TYPE IV ARROW 15 SQFT, Typ. DETAIL 39A 52 LF DETAIL 39A 243 LF DETAIL 9 727 LF DETAIL 39 160 LF DETAIL 9 727 LF DETAIL 22 240 LF DETAIL 39 591 LF DETAIL 32 402 LF CROSSWALK 95 LF CROSSWALK 96 LF ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3510 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S BR O A D ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT N SE E MA T C H L I N E SH E E T S 1 0 DETAIL 32 402 LF, Cont. DETAIL 32 402 LF, Cont. DETAIL 39A 87 LF DETAIL 39 591 LF, Cont. DETAIL 9 727 LF, Cont. DETAIL 39A 88 LF DETAIL 9 295 LF DETAIL 22 356 LF TYPE IV ARROW 15 SQFT, Typ. DETAIL 39 276 LF INSTALL TYPE P(RIGHT) OBJECT MARKER JUST NORTH OF ELECTRICAL BOX PER CALTRANS STD PLAN A73B ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3511 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S BR O A D ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT SE E MA T C H L I N E BE L O W (9) 36" PEXCO CITY POST W/ EAC MOUNT, YELLOW W/ 2 YELLOW WRAPS 10' O.C. DETAIL 29 44 LF 8" YELLOW 20 LF, 10' O.C. 45° (11) 36" PEXCO CITY POST W/ EAC MOUNT, YELLOW W/ 2 YELLOW WRAPS 10' O.C. DETAIL 29 65 LF DETAIL 22 119 LF DETAIL 39A 100 LF DETAIL 9 436 LF DETAIL 38 49 LF DETAIL 22 62 LF (7) 36" PEXCO CITY POST W/ EAC MOUNT, YELLOW W/ 2 YELLOW WRAPS 10' O.C. DETAIL 22 134 LF (5) 36" PEXCO CITY POST W/ EAC MOUNT, YELLOW W/ 2 YELLOW WRAPS 10' O.C. 8" YELLOW 83 LF, 10' O.C. 45° DETAIL 32 65 LF DETAIL 39 260 LF DETAIL 39 1297 LF DETAIL 29 80 LF BIKE LANE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 15 SQFT, Typ. DETAIL 38 112 LF N SE E MA T C H L I N E SH E E T S 1 3 SE E MA T C H L I N E AB O V E TYPE VI ARROW 42 SQFT, Typ. DETAIL 9 679 LF DETAIL 25 736 LF DETAIL 22 18 LF TYPE I 10' ARROW 14 SQFT, Typ. DETAIL 39A 148 LF DETAIL 25 187 LF (16) 36" PEXCO CITY POST W/ EAC MOUNT, YELLOW W/ 2 YELLOW WRAPS 10' O.C.DETAIL 39 122 LF DETAIL 22 126 LF DETIAL 38 209 LF 12" WHITE 28 LF BIKE LANE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 15 SQFT, Typ. DETAIL 39 1297 LF, Cont. N ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3512 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S TA N K F A R M ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC SE E MA T C H L I N E SH E E T S 1 2 CROSSWALK 92 LF DETAI 27B 89 LF DETAI 27B 89 LF DETAIL 22 138 LF DETAIL 38 267 LF DETAIL 38 267 LF DETAIL 9 391 LF DETAIL 39A 244 LF BIKE LANE ARROW 3.5 SQFT, Typ. BIKE RIDER SYMBOL 7 SQFT, Typ. TYPE IV ARROW 15 SQFT, Typ. TYPE I 10' ARROW 14 SQFT, Typ.DETAIL 9 679 LF, Cont. DETAIL 25 736 LF, Cont. DETAIL 39 1297 LF, Cont.TYPE VI ARROW 42 SQFT, Typ. N SEE MATCHLINE SHEET S11 ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD. ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS. REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS. VERSION 1" = 40' 80400 3513 2000616 2025 BN WBH KH HN 20 2 5 P A V I N G P R O J E C T SCALE: APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: SHEET NO. of SH E E T T I T L E : PR O J E C T T I T L E : DATE: CITY SPECIFICATION NO. HAI-L O N G Q. N G U Y E N No. C 84733 S T ATE OF C A L I F O R NIA R E GISTER E D P R O F ESSIONA L E N G I N EER C I V I L S TA N K F A R M ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC