© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS (FG 14.08) (FG 13.97) (FG 13.79) (FG 13.67) FG 13.95 FG 14.23 FG 14.18 FG 14.04 21.00' 10.00'5.50' 5.50' 27.00' 2.00' 2.00' 2.00' CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 POINT EMERY LANE 1 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET 2' AC CONFORM. SAWCUT AND PLACE 6" FULL DEPTH REPLACEMENT DGAC PAVEMENT SECTION PER SPECIAL PROVISIONS. PLACE IN TWO LIFTS. DIG OUT TYPE A. SEE DETAIL 7 SHEET PCC CROSSWALK SPEED TABLE. SEE DETAIL 4 IN SHEET TYPE I SLURRY SEAL ONLY. SAW CUT LIMIT LINE WHITE THERMOPLASTIC PAINT, 6" WIDTH. STANDARD COLOR AND WIDTH U.O.N. 1 SAN FRANCISCO BAY TRAIL WEST FRONTAGE ROAD POINT EMERY PAVEMENT DELINEATION PLAN POINT EMERY & W. FRONTAGE RD. C28 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 580 LF TYPE 3 MICRO SURFACE 10,871 SF LEVELING COURSE - SF DIG OUTS TYPE A 544 SF PCC PAVEMENT - SF TYPE I SLURRY SEAL - SF SURFACE TREATMENT TO EXISTING PAVING SEAM. NOT USED. CROSSWALK SPEED TABLE. SEE DETAIL 7 IN SHEET CONSTRUCTION NOTES: 23 1 12" WIDE WHITE PAINT YELLOW PAINT YELLOW PAINT 3 STOP PAVEMENT MARKING PER SHEET A24D IN CALTRANS 27 47 L-23 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 POINT EMERY & W. FRONTAGE ROAD 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 D-03 D-03 D-03 D-03 55 10,871 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE B. SEE DETAIL 7 SHEET C40. PCC CROSSWALK SPEED TABLE. SEE DETAIL 4 IN SHEET C40. TYPE II SLURRY SEAL ONLY. SAW CUT LIMIT LINE. 63RD STREET HOLLIS STREET FIRE STATION NO. 35 PAVEMENT DELINEATION PLAN ALAMEDA COUNTY FIRE STATION C29 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 1 NOT USED. CONSTRUCTION NOTES: ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 300 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE B 7,947 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 3,623 SF 28 47 L-24 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 ALAEMDA COUNTY FIRE STATION 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 11,215 7,500 55 B.
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 108.97' 203.59'
26.77' 23.40'
65.25' 44.23' 122.55' 21.77' 24.98' 149.22' CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 CONSTRUCTION NOTES: AVOID CONSTRUCTION OVER EXISTING TREE WELLS, LIGHT POLE FOUNDATION, AND WHEEL STOPS. 1 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET C40. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT. DIG OUT TYPE A. SEE DETAIL 7 SHEET C40. PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40. TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. SAW CUT LIMIT LINE HAVEN STREET 40TH STREET TOWN HALL PAVEMENT DELINEATION PLAN TOWN HALL LOT C30 29 JAN 2024 GENERAL NOTES: 1. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 713 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE B - SF PCC PAVEMENT - SF TYPE I SLURRY SEAL 22,043 SF 1 29 47 L-25 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TOWN HALL LOT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
16.00'
60.0°
60.0°
60.0°
60.0°
19.83'
16.00' EV EV 8.50' NO PARKING BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER BESSLER NO PARKING EV CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 1 HAVEN STREET 40TH STREET TOWN HALL PAVEMENT DELINEATION PLAN TOWN HALL LOT STRIPING C31 29 JAN 2024 GENERAL NOTES: 1. TOPOGRAPHIC SURVEY WAS NOT PROVIDED FOR PROJECT SITE. ASSUMED GRADES ARE COMPLIANT. EXISTING 4'X4' TREE WELLS. TYP. (E) EVCS (E) EVCS BUS PARKING CHARGING STATION CITY OF EMERYVILLE TOWN HALL EXISTING 87 REDUCTION 20 PROPOSED 67 (E) EVCS VAN ACCESSIBLE STALL 30 47 L-26 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TOWN HALL LOT STRIPING 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 2. INSTALL STRIPING AS SHOWN, PAINT FOR PARKING LINES AND BLUE THERMO FOR HANDICAP STALLS 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D R R
R R SUSTAINABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 2024 SUSTAINABLE STREETSCAPES PROJECT 02/08/2024 100 E. Thousand Oaks Blvd., Suite 105 Thousand Oaks, CA 91360 805-648-4840 | www.mnsengineers.com 65TH STREET 62ND STREET SHELLMOUND STREET KEY MAP SHELLMOUND KEY MAP 27 55 64TH STREET 63RD STREET 1" = 100' L-28 L-29 L-30 C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\1093876 SStreetscape-STRIPE-SHELL.dwg Fri 23.Feb.24 10:21:29 AM by: Patrick De Guzman SHELLMOUND KEY MAP L-27 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 31 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D R RR R R30 (CA) BUS STOP R30 (CA) R2-1-25 D11-1 R30 (CA) G20-2 R30 (CA) W10 -3 W48-(CA)(3) R30 (CA) R2-1-25 (CA) D11-1 R30(CA) EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER 6' 11' 11' 5.5'
2'
12'
6' 11'
11' 10'
6.5'
6'
10' 11' 9' 6' 7' 11' 11' 6.5 2' 3' DIAGONAL @ 10' SPACING 12'
+39
+71
10'
4'
+39
3'
+89
8'
+28 10' L=48';W=4' L=42';W=4' 11 12 13 14 15 L=25';W=4.5' 3 @ 5' SPACING 4 @ 5' SPACING 10' SPACING BETWEEN STRIPES L=95';W=5.5' 10' SPACING EX DWY EX DWY 3 @ 5' SPACING 3 @ 5' SPACING 9'
+78
15'
+25
15'
+04
+48
15'
+99
15'
18'
+49 CW TYPE VII (L)TYPE IV(R) "SHLMD" LINE X3 CHEVRON 10' SPACING TYPE IV (R) TYPE VII(L) 10' SPACING 2' 18'
+17
+44
15'
2'
6'
+54
5'
+97
5' 68' 150' 31'
14'
+83
11'DETAIL B DETAIL C 5' FROM MEDIAN TYPE II SLURRY LIMITS BL PM PM 27B 1 2 PM 2 A A S1-01 BPS LL BIKE BOX 39 22BLKPPM GB2 S1 38A 38A KP KPSSC BL BS KPKPBS WM BS WM 37B KP BS GB1 BS WM 22WM GB1 BSKP PT PM LL 39 41 2' L=10';W=12' LL S1 RMRM RM DIAGONAL BL RR XING 37' CENTERED BETWEEN DIAGONAL AND ISLAND R30(CA) RM R30(CA) RM RMD11-1 R81(CA) IS R30(CA) RM IP R3-7R RM D11-1 RM R2-1(25) IP W17-1 W13-1P(15) W84(CA) IP RM W10-3 IS W10-2 S1-02 S1-03 S1-04 S1-05 S1-06 S1-07 S1-08 10' BD 27B BL 39 DIAGONAL 10' SPACING 38A GENERAL NOTES 1. ROADSIDE SIGNS, PAVEMENT DELINEATION (STRIPING), MARKINGS, AND MARKERS MUST CONFORM WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND AND SPECIFICATIONS, AND THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL (CA-MUTCD). 2. STRIPING MUST BE 2 APPLICATIONS FOR A TOTAL OF 4-COATS OF PAINT, UNLESS OTHERWISE NOTED. 3. CONTRACTOR MUST REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. WET SANDBLASTING MUST BE USED FOR REMOVALS. AREAS FOR PAVEMENT MARKING LEGEND AND ARROWS SHALL BE RECTANGULAR. NOT ALL REMOVALS NOTED. 4. CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 5. LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM CURB FLOW LINE TO CENTER OF STRIPE. 6. STRIPING MUST BE "CAT TRACKED" AND FIELD MATCHED FOR REVIEW AND APPROVAL BY CITY ENGINEER PRIOR TO FINAL SIGN AND STRIPING INSTALLATION. 7. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 8. TRAFFIC STRIPING AND MARKING IS PROHIBITED ON CONCRETE RAILROAD CROSSING SURFACES. 9. AVOID PLACING PARKING TEES AT DRIVE WAY ENTRANCES. CONTRACTOR TO VERIFY IN FIELD DRIVEWAY OPENINGS AND FIRE HYDRANT LOCATIONS. 10. STALLS ARE 22'X7' , UON. ONE STALL IS SHOWN WITH DIMENSION AS 20'X7'. 11. PARKING SIGNAGE SOUTH OF 65TH ST AND NORTH OF STA 15+28 ON THE WEST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 12. PARKING SIGNAGE SOUTH OF 65TH ST, AND NORTH OF 64TH ST ON THE EAST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 13. CONTRACTOR SHALL ADD NEW DETAIL 27B RIGHT EDGE LINES NEXT TO 2' MEDIANS 14. INSTALLATION OF NEW YIELD LINES IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ENGINEERING DRAWINGS. 15. ALL BIKE PAVEMENT MARKINGS ARE PREFORM. 16. CONTRACTOR SHALL REMOVE ANY SIGN POSTS IN WHICH SIGN REMOVALS CAUSE THERE TO BE NO REMAINING SIGNS. LEGENDINSTALL STRIPING DETAIL NUMBER (CALTRANS) INSTALL 12" WIDE WHITE LIMIT LINE SX-X SIGN IDENTIFICATION NUMBER INSTALL 4" WHITE PARKING TICKS W/ 1' LEGS INSTALL BIKE LANE ARROW AND SYMBOL WITH PERSON INSTALL CONFLICT ZONE GREEN BIKE LANE PER DETAIL 6 ON SHEET 36. DIMENSIONS AS NOTED. INSTALL BIKE WITH ARROW SYMBOL ON GREEN BASE PER DETAIL ON SHEET 37 INSTALL WHITE REFLECTIVE PAVEMENT MARKING ON TOP AND FACE OF CURB PER DETAIL A INSTALL PAVEMENT MARKING AS SHOWN INSTALL K72 MARKER POST AS NOTED. SEE DETAIL 19 ON SHEET 37. INSTALL GREEN BIKE LANE SHARROW PER DETAIL 14 ON SHEET 36 INSTALL CONTINENTAL CROSSWALK PER DETAIL 4 ON SHEET 35 S1 PT CWKPPMWM BPS GB1 BSLLXX GB2 INSTALL GREEN BIKE LANE DIMENSIONS AS NOTED. INSTALL 4" DIAGONAL OR CHEVRON STRIPING. SPACING AS NOTED. INSTALL 6" PCC MEDIAN WITH 2' CURB CUTS @ 20' SPACING. WIDTH AS NOTED. SEE DETAIL A ON SHEET L-28 AND DETAIL 1 ON SHEET D-03. 1 INSTALL CHANNELIZING CONCRETE ISLAND. SEE DETAIL B/C ON SHEET L-28 SSCBL INSTALL SLOTTED SPEED CUSHION PER DETAIL 1 ON SHEET 35 2QB INSTALL TWO-STAGE TURN QUEUE BOX BDRM REMOVE CONFLICTING STRIPING AND MARKINGS BIKE BOX INSTALL BIKE BOX, INCLUDING HELMETED BIKE SYMBOL AS SHOWN INSTALL BIKE DETECTION PAVEMENT MARKING PER CA MUTCD, FIGURE 9C-7 REMOVE SIGN RELOCATE SIGN INSTALL SIGN USE EXISTING SIGN REPLACE SIGN (INCLUDES REMOVE) INSTALL SIGN AND NEW POST ROADSIDE SIGN RL RPRMIPIS SUSTAINABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 2024 SUSTAINABLE STREETSCAPES PROJECT 02/08/2024 100 E. Thousand Oaks Blvd., Suite 105 Thousand Oaks, CA 91360 805-648-4840 | www.mnsengineers.com SHELLMOUND (65TH - 64TH) 28 55 SHELLMOUND STREET 65TH STREET SEE MATCH LINE SHEET 29 BIKE LANE ARROW BIKE LANE WITH PERSON TYPE VII (L) ARROW YIELD MARKING ROADWAY SIGNS WHITE THERMOPLASTIC PAINT, 6" WIDTH. STANDARD COLOR AND WIDTH U.O.N. ISLAND PAVEMENT MARKING WITH RETROREFLECTIVE MARKER AND CHEVRON DETAIL A TYPICAL CONCRETE ISLAND 5' MEDIAN NOSE, TRAFFIC SIDE, AND 5' BIKE LANE SIDE WHITE REFLECTIVE PAVEMENT MARKING ON TOP AND FACE OF CURB TRAFFIC SIDE BIKE LANE 20' 10' 0' 20'10' SCALE: 1" = 20' RR 22' Exist. DETAIL 39A W/GREEN CONFLICT MARKING Exist. DETAIL 38 Exist. DETAIL 22 Exist. LIMIT LINE Exist. DETAIL 27BExist. CROSSWALK Exist. DETAIL 22 Exist. DETAIL 27B Exist. CROSSWALK 1" = 20' 22' CURB CUT O.C. DETAIL 27B RIGHT EDGE STRIPE 1'
2'* *NOTE: WIDTH VARIES - 3', ADJACENT TO PARKING, NO DETAIL 27B - 2', ADJACENT TO TRAVELED WAY WITH DETAIL 27B 3 K72 SPACED 5' O.C. STATION AND OFFSET CALLS OUT ECR OF ISLAND AND BEGIN A1-6 CURB 10' 6' 7' 10' 1' DETAIL B CHANNELIZING CONCRETE ISLAND 22' CURB CUT O.C. 3 K72 SPACED 5' O.C. 3'
10'
1' DETAIL C CHANNELIZING CONCRETE ISLAND 6' 11' 11' 2' BUFFER w/K72 5.5' 12' BIKE TRAVELED WAYTRAVELED WAY RIGHT TURN LANE LANE BIKE LANE SECTION A-A STATION 12+39 6' SIDE WALK 6' SIDE WALK R/W R/W "SHLMD" LINE Beg B1-6 CURB 4.25' Exist. DETAIL 22 10' 4'
1' R5' R5' R2' STRIPING LEGEND:
C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\1093876 SStreetscape-STRIPE-SHELL.dwg Fri 23.Feb.24 10:21:29 AM by: Patrick De Guzman SHELLMOUND (65TH - 64TH) L-28 TYPE II SLURRY LIMITS (56,000 SF WITH 3,000 LF CRACK FILL/REPAIR AND 500 SF DIGOUTS - TYPE C) 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 32 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D R30 (CA) R2-1-25 R30 (CA) R81 (CA) W11-2 R26(S) (CA) R1-1 R26 (CA) R30(CA) CUSTOME R30(CA) R2-1-25 R30(CA) G27-2(CA) M6-3 D11-1 R30(CA) CUSTOME R26(CA) EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER 6' 11' 11' 6.5 2' 3' 6' 11' 11' 2' 3' 6' 11' 11'
2' 3'
6.5' 11'
2'
6.5'
2'
11' FUTURE SIDEWALK 16 17 18 19 20 L=56';W=4' EX DWY EX DWY L=40';W=4' L=58';W=6' 3' 3 @ 5' SPACING
+39
1'
+47
+61
14' +13 15' +72 15'
+39
15'
+84
15' 15' +23 15' +66 15' +33 TYP.VII(L)
4' 22' 7'
7'
6.5' 22'
2'
3.5'
6.5' 11' 2
3.5'
6.5'
2'
11'
4' 1 1 1 1 27B C C 6.5' 7' 3 @ 5' SPACING 3 @ 5' SPACING 3 @ 5' SPACING 3' +33 +33 15' 15'
+39
15'
+83
+58
10' KPBS GB1 WM 22 BS WM PT BS GB1 KPBS PT WM WM 22 BS PM BS 41 CWCW GB1 27B KP 27B BS KP PMA BS 22 WM WM 27B 27B PM 27B LL LL 39 KP
5.5' RMD11-1 R81(CA) IS RMW11-2 ISR1-1 ISW1-3 R2-1(25) RM IS R2-1(25) RM D11-1 IS R81(CA) IP W73A(CA) S2-06 S2-01 S2-02 S2-03 S2-04 S2-05 L=10';W=4' QB
4.5' B B TYPE II SLURRY LIMITS GENERAL NOTES 1. ROADSIDE SIGNS, PAVEMENT DELINEATION (STRIPING), MARKINGS, AND MARKERS MUST CONFORM WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND AND SPECIFICATIONS, AND THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL (CA-MUTCD). 2. STRIPING MUST BE 2 APPLICATIONS FOR A TOTAL OF 4-COATS OF PAINT, UNLESS OTHERWISE NOTED. 3. CONTRACTOR MUST REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. WET SANDBLASTING MUST BE USED FOR REMOVALS. AREAS FOR PAVEMENT MARKING LEGEND AND ARROWS SHALL BE RECTANGULAR. NOT ALL REMOVALS NOTED. 4. CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 5. LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM CURB FLOW LINE TO CENTER OF STRIPE. 6. STRIPING MUST BE "CAT TRACKED" AND FIELD MATCHED FOR REVIEW AND APPROVAL BY CITY ENGINEER PRIOR TO FINAL SIGN AND STRIPING INSTALLATION. 7. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 8. TRAFFIC STRIPING AND MARKING IS PROHIBITED ON CONCRETE RAILROAD CROSSING SURFACES. 9. AVOID PLACING PARKING TEES AT DRIVE WAY ENTRANCES. CONTRACTOR TO VERIFY IN FIELD DRIVEWAY OPENINGS AND FIRE HYDRANT LOCATIONS. 10. STALLS ARE 22'X7' , UON. ONE STALL IS SHOWN WITH DIMENSION AS 20'X7'. 11. PARKING SIGNAGE SOUTH OF 65TH ST AND NORTH OF STA 15+28 ON THE WEST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 12. PARKING SIGNAGE SOUTH OF 65TH ST, AND NORTH OF 64TH ST ON THE EAST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 13. CONTRACTOR SHALL ADD NEW DETAIL 27B RIGHT EDGE LINES NEXT TO 2' MEDIANS 14. INSTALLATION OF NEW YIELD LINES IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ENGINEERING DRAWINGS. 15. ALL BIKE PAVEMENT MARKINGS ARE PREFORM. 16. CONTRACTOR SHALL REMOVE ANY SIGN POSTS IN WHICH SIGN REMOVALS CAUSE THERE TO BE NO REMAINING SIGNS. REMOVE SIGN RELOCATE SIGN INSTALL SIGN USE EXISTING SIGN REPLACE SIGN (INCLUDES REMOVE) INSTALL SIGN AND NEW POST ROADSIDE SIGN RL RPRMIPIS LEGENDINSTALL STRIPING DETAIL NUMBER (CALTRANS) INSTALL 12" WIDE WHITE LIMIT LINE SX-X SIGN IDENTIFICATION NUMBER INSTALL 4" WHITE PARKING TICKS W/ 1' LEGS INSTALL BIKE LANE ARROW AND SYMBOL WITH PERSON INSTALL CONFLICT ZONE GREEN BIKE LANE PER DETAIL 6 ON SHEET 36. DIMENSIONS AS NOTED. INSTALL BIKE WITH ARROW SYMBOL ON GREEN BASE PER DETAIL ON SHEET 37 INSTALL WHITE REFLECTIVE PAVEMENT MARKING ON TOP AND FACE OF CURB PER DETAIL A INSTALL PAVEMENT MARKING AS SHOWN INSTALL K72 MARKER POST AS NOTED. SEE DETAIL 19 ON SHEET 37. INSTALL GREEN BIKE LANE SHARROW PER DETAIL 14 ON SHEET 36 INSTALL CONTINENTAL CROSSWALK PER DETAIL 4 ON SHEET 35 S1 PT CWKPPMWM BPS GB1 BSLLXX GB2 INSTALL GREEN BIKE LANE DIMENSIONS AS NOTED. INSTALL 4" DIAGONAL OR CHEVRON STRIPING. SPACING AS NOTED. INSTALL 6" PCC MEDIAN WITH 2' CURB CUTS @ 20' SPACING. WIDTH AS NOTED. SEE DETAIL ON SHEET D-03. 1 INSTALL CHANNELIZING CONCRETE ISLAND. SEE DETAIL AS NOTED SSC BL INSTALL SLOTTED SPEED CUSHION PER DETAIL 1 ON SHEET 35 2QB INSTALL TWO-STAGE TURN QUEUE BOX BDRM REMOVE CONFLICTING STRIPING AND MARKINGS BIKE BOX INSTALL BIKE BOX, INCLUDING HELMETED BIKE SYMBOL AS SHOWN INSTALL BIKE DETECTION PAVEMENT MARKING PER CA MUTCD, FIGURE 9C-7 SUSTAINABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 2024 SUSTAINABLE STREETSCAPES PROJECT 02/08/2024 100 E. Thousand Oaks Blvd., Suite 105 Thousand Oaks, CA 91360 805-648-4840 | www.mnsengineers.com SHELLMOUND (64TH - 63RD) 29 55 SHELLMOUND STREET 64TH STREET
SEE MATCH LINE SHEET 30
SEE MATCH LINE SHEET 28 20' 10' 0' 20'10' SCALE: 1" = 20' 22' 2' 22' 2' 8' 1" = 20' BIKE LANE ARROW BIKE LANE WITH PERSON TYPE VII (L) ARROW YIELD MARKING ROADWAY SIGNS WHITE THERMOPLASTIC PAINT, 6" WIDTH. STANDARD COLOR AND WIDTH U.O.N. ISLAND PAVEMENT MARKING WITH RETROREFLECTIVE MARKER AND CHEVRON RR 6.5' 11' 11' 6.5' 6' BIKE TRAVELED WAYTRAVELED WAY LANE BIKE LANE SECTION B-B STATION 17+00 6' SIDE WALK 3' 48' 3' CONCRETE ISLAND W/1' EDGE STRIPE CONCRETE ISLAND 66' 6' PARK WAY 2' R/W R/W "SHLMD" LINE 3.25' 6.5' 11' 11' 6.5' 3.5' 4' BIKE TRAVELED WAYTRAVELED WAY LANE BIKE LANE SECTION C-C STATION 20+15 6' SIDE WALK 3' 44.5' 3' CONCRETE ISLAND W/1' EDGE STRIPE SHOULDER CONCRETE ISLAND W/1' EDGE STRIPE 60.5' 6' PARK WAY 2' 2' Exist. CURB AND GUTTER R/W R/W "SHLMD" LINE 1.75' 7' PARKING SIDE WALK STRIPING LEGEND:
C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\1093876 SStreetscape-STRIPE-SHELL.dwg Fri 23.Feb.24 10:21:29 AM by: Patrick De Guzman SHELLMOUND (64TH - 63RD) L-29 TYPE II SLURRY LIMITS (56,000 SF WITH 3,000 LF CRACK FILL/REPAIR AND 500 SF DIGOUTS - TYPE C) 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 33 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D R26(S) (CA) R7-108 R7-108 R1-1R7-108 R26() (CA) W3-1 R1-1 R32-CA R6-1 G7-1(CA) R5-1 R28(S) (CA) R26(CA) R26(CA) R2-1-25 R26 (CA) R81 (CA) R1-1 R3-2 R3-2 R7-108 EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER EDGE OF ROADWAY (E) CURB AND GUTTER
6.5' 11'
2' 3.5'
6.5 2'
11'
6.5' 11'
2'
6.5'
2'
11' 6' 11' 11' 21 22 23 24 25 26 26 L=62';W=6' L=44';W=6' 14'
+02
14'
+72
+02
8'
+48
10'
14'
+48 APPROXIMATE R/W APPROXIMATE R/W APPROXIMATE R/W
14'
+72 L=44';W=6' 13' +60 +312' 5.6' 8' 4'
3.5'
4'
4'
+72
10'
+48
2' +19 10' 27B 22 27B BS KP GB1 BS CW BS KP BS 22 27B 27B27B KP BS BS PM GB1 CW27B 39 PM BPS BPS27B 39 BPS39 22 BPS GB1 39 39 KP KP YIELD LINES 3 @ 5' SPACING 3 @ 5' SPACING RMR1-1 ISR1-5 RMW3-1 W11-2 IP W16-9P IPW11-2 W16-7P(L) IS R1-5 RM R1-1 IP W11-2 W16-9P RM W3-1 S3-01 S3-02 S3-03 S3-04 S3-05 S3-06 S3-07 S3-09 IS W11-2 W16-7P(L) S3-08 EX DWY 3 @ 5' SPACING QB L=10';W=6' 4'
4' TYP.VII(L) PM YIELD LINES KP KP 14' +35 TYPE II SLURRY LIMITS GENERAL NOTES 1. ROADSIDE SIGNS, PAVEMENT DELINEATION (STRIPING), MARKINGS, AND MARKERS MUST CONFORM WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND AND SPECIFICATIONS, AND THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL (CA-MUTCD). 2. STRIPING MUST BE 2 APPLICATIONS FOR A TOTAL OF 4-COATS OF PAINT, UNLESS OTHERWISE NOTED. 3. CONTRACTOR MUST REMOVE ALL EXISTING STRIPING AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON THE PLANS. WET SANDBLASTING MUST BE USED FOR REMOVALS. AREAS FOR PAVEMENT MARKING LEGEND AND ARROWS SHALL BE RECTANGULAR. NOT ALL REMOVALS NOTED. 4. CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 5. LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM CURB FLOW LINE TO CENTER OF STRIPE. 6. STRIPING MUST BE "CAT TRACKED" AND FIELD MATCHED FOR REVIEW AND APPROVAL BY CITY ENGINEER PRIOR TO FINAL SIGN AND STRIPING INSTALLATION. 7. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 8. TRAFFIC STRIPING AND MARKING IS PROHIBITED ON CONCRETE RAILROAD CROSSING SURFACES. 9. AVOID PLACING PARKING TEES AT DRIVE WAY ENTRANCES. CONTRACTOR TO VERIFY IN FIELD DRIVEWAY OPENINGS AND FIRE HYDRANT LOCATIONS. 10. STALLS ARE 22'X7' , UON. ONE STALL IS SHOWN WITH DIMENSION AS 20'X7'. 11. PARKING SIGNAGE SOUTH OF 65TH ST AND NORTH OF STA 15+28 ON THE WEST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 12. PARKING SIGNAGE SOUTH OF 65TH ST, AND NORTH OF 64TH ST ON THE EAST SIDE OF SHELLMOUND SHALL BE REMOVED. CONTRACTOR TO VERIFY IN FIELD EXISTING PARKING SIGNAGE TO BE REMOVED. 13. CONTRACTOR SHALL ADD NEW DETAIL 27B RIGHT EDGE LINES NEXT TO 2' MEDIANS 14. INSTALLATION OF NEW YIELD LINES IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ENGINEERING DRAWINGS. 15. ALL BIKE PAVEMENT MARKINGS ARE PREFORM. 16. CONTRACTOR SHALL REMOVE ANY SIGN POSTS IN WHICH SIGN REMOVALS CAUSE THERE TO BE NO REMAINING SIGNS. REMOVE SIGN RELOCATE SIGN INSTALL SIGN USE EXISTING SIGN REPLACE SIGN (INCLUDES REMOVE) INSTALL SIGN AND NEW POST ROADSIDE SIGN RL RPRMIPIS LEGENDINSTALL STRIPING DETAIL NUMBER (CALTRANS) INSTALL 12" WIDE WHITE LIMIT LINE SX-X SIGN IDENTIFICATION NUMBER INSTALL 4" WHITE PARKING TICKS W/ 1' LEGS INSTALL BIKE LANE ARROW AND SYMBOL WITH PERSON INSTALL CONFLICT ZONE GREEN BIKE LANE PER DETAIL 6 ON SHEET 36. DIMENSIONS AS NOTED. INSTALL BIKE WITH ARROW SYMBOL ON GREEN BASE PER DETAIL ON SHEET 37 INSTALL WHITE REFLECTIVE PAVEMENT MARKING ON TOP AND FACE OF CURB PER DETAIL A INSTALL PAVEMENT MARKING AS SHOWN INSTALL K72 MARKER POST AS NOTED. SEE DETAIL 19 ON SHEET 37. INSTALL GREEN BIKE LANE SHARROW PER DETAIL 14 ON SHEET 36 INSTALL CONTINENTAL CROSSWALK PER DETAIL 4 ON SHEET 35 S1 PT CWKPPMWM BPS GB1 BSLLXX GB2 INSTALL GREEN BIKE LANE DIMENSIONS AS NOTED. INSTALL 4" DIAGONAL OR CHEVRON STRIPING. SPACING AS NOTED. 1 INSTALL CONCRETE ISLAND WITH 2' CURB CUTS @ 20' SPACING. WIDTH AS NOTED INSTALL CHANNELIZING CONCRETE ISLAND. SEE DETAIL AS NOTED SSC BL INSTALL SLOTTED SPEED CUSHION PER DETAIL 1 ON SHEET 35 2QB INSTALL TWO-STAGE TURN QUEUE BOX BDRM REMOVE CONFLICTING STRIPING AND MARKINGS BIKE BOX INSTALL BIKE BOX, INCLUDING HELMETED BIKE SYMBOL AS SHOWN INSTALL BIKE DETECTION PAVEMENT MARKING PER CA MUTCD, FIGURE 9C-7 SUSTAINABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 2024 SUSTAINABLE STREETSCAPES PROJECT 02/08/2024 100 E. Thousand Oaks Blvd., Suite 105 Thousand Oaks, CA 91360 805-648-4840 | www.mnsengineers.com SHELLMOUND (63RD-62ND) 30 55 SHELLMOUND STREET 63RD STREET
SEE MATCH LINE SHEET 29
62ND STREET Exist. STANDARD CROSSWALK 20' 10' 0' 20'10' SCALE: 1" = 20' 1 1 1 1" = 20' STRIPING LEGEND: BIKE LANE ARROW BIKE LANE WITH PERSON TYPE VII (L) ARROW YIELD MARKING ROADWAY SIGNS WHITE THERMOPLASTIC PAINT, 6" WIDTH. STANDARD COLOR AND WIDTH U.O.N. ISLAND PAVEMENT MARKING WITH RETROREFLECTIVE MARKER AND CHEVRON RR 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\1093876 SStreetscape-STRIPE-SHELL.dwg Fri 23.Feb.24 10:21:29 AM by: Patrick De Guzman SHELLMOUND (63RD-62ND) L-30 TYPE II SLURRY LIMITS (56,000 SF WITH 3,000 LF CRACK FILL/REPAIR AND 500 SF DIGOUTS - TYPE C) 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 34 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D HOLDEN
HORTON STREET PARK AVENUE HUBBARD STREET HALLECK STREET
HARLAN STREET HAVEN STREET
45TH
STREET
53RD STREET
54TH STREET
55TH STREET
POWELL STREET
HARUFF ST Horton STREET
DOYLE STREET BEAUDRY STREET
47TH STREET
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C31 40
1" = 250' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab Keymap-C31.dwg Fri 16.Feb.24 03:28:10 PM by: Oscar Hernandez
KEY MAP
SCALE: 1" = 250'
C32
C33
C34
C35
C37
C38
C36
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET KEY MAP
48 55 L-31 L
L
L
L
L
L
L
35 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D HOLLIS STREET 40TH STREET PARK AVENUE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
SHELLMOUND PAVEMENT DELINEATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C32 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C32.dwg Fri 16.Feb.24 03:26:42 PM by: Oscar Hernandez 20' 10' 0' 20'10'
SCALE: 1" = 20' MATCH LINE - STA ###+## SEE DRAWING C33 LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (40TH - PARK)
49 55 L-32
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND.
2. TOTAL QUANTITIES FOR HOLLIS STREET
- 3" COLD PLANE = 17,682 SY
- 3" DGAC OVERLAY = 2,890 TONS
- INSTALL CRACK FILL/REPAIR = 5,000 LF
- DIGOUTS TYPE C = 7,957 SF
- PCC ADA RAMP = 140 CY
- MINOR CONCRETE (SIDEWALK, BULBOUTS, AND DRIVEWAYS) = 100 CY - MINOR CONCRETE (CURB AND GUTTER) = 60 CY
36 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D HOLLIS STREET 45TH STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C33 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C33.dwg Fri 16.Feb.24 03:29:56 PM by: Oscar Hernandez MATCH LINE - STA ###+## SEE DRAWING X-## MATCH LINE - STA ###+## SEE DRAWING X-## LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (PARK - 45TH)
50 55 L-33
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 37 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
HOLLIS STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C34 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C34.dwg Fri 16.Feb.24 03:30:44 PM by: Oscar Hernandez LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB MATCH LINE - STA ###+## SEE DRAWING C33 MATCH LINE - STA ###+## SEE DRAWING C35 2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (BTWN 45TH & 53RD)
51 55 L-34
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 38 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D 53RD STREET
HOLLIS STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C35 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C35.dwg Fri 16.Feb.24 03:31:16 PM by: Oscar Hernandez MATCH LINE - STA ###+## SEE DRAWING C34 MATCH LINE - STA ###+## SEE DRAWING C36 LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (53RD)
52 55 L-35
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 39 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
HOLLIS STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
SHELLMOUND PAVEMENT DELINEATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C36 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C36.dwg Fri 16.Feb.24 03:31:53 PM by: Oscar Hernandez MATCH LINE - STA ###+## SEE DRAWING C-4 MATCH LINE - STA ###+## SEE DRAWING C-6 LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (BTWN 53RD & STANFORD)
53 55 L-36
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 40 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
STANFORD AVE
HOLLIS STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS C
1-800
227-2600 O A L F E G YO RE I D B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL REGI STERED PROFESS IONAL ENGI NEER STATE OF CAL I FORN 100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C37 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C37.dwg Fri 16.Feb.24 03:32:32 PM by: Oscar Hernandez MATCH LINE - STA ###+## SEE DRAWING C36 MATCH LINE - STA ###+## SEE DRAWING C38 2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (STANFORD)
54 55 L-37
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 41 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
HOLLIS STREET POWELL STREET
20' 10' 0' 20'10'
SCALE: 1" = 20'
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SUSTAINABLE STREETSCAPE PLANS
C
1-800
227-2600
O
A
L
F E
G
YO
RE
I D
B U
ANNUAL STREET REHABILITATION AND
PREVENTIVE MAINTENANCE PROJECT
FISCAL YEAR 2023/2024
02/08/2024
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/25
CIVIL
RE
GI STERED PROFESS IONAL
ENGI NEER
STATE OF CAL I FORN
100 E. Thousand Oaks Blvd., Suite 105 IA
Thousand Oaks, CA 91360
805-648-4840 | www.mnsengineers.com
HOLLIS PAVEMENT REHABILITATION PLAN
HOLLIS STREET PAVEMENT
REHAB
C38 40
1" = 20' C:\Box\Projects\CIEME Emeryville\CIEME.230597.01 Shellmound 62nd-65th\5 Eng\!CAD\2 Sheets\Hollis-Pvmt-Rehab-C38.dwg Fri 16.Feb.24 03:33:10 PM by: Oscar Hernandez MATCH LINE - STA ###+## SEE DRAWING C37 LEGEND:
PAVEMENT OVERLAY
CURB RAMP REHAB
2024
SUSTAINABLE
STREETSCAPES PROJECT EPW-23008
HOLLIS STREET (POWELL)
55 55 L-38
(3" COLD PLANE WITH 3" DGAC OVERLAY)
(REPLACE "TYPE IN-KIND" TO LIMITS OF NEARBY
SIDEWALK FLAGS IN ORDER TO CONSTRUCT CALTRANS
A88A COMPLIANT RAMP, LANDING, WINGS, AND
SIDEWALK)
NOTES:
1. FOR ANY AREA THAT WAS COLD-PLANED, ALL STRIPING TO BE REPLACED IN-KIND. 42 1 ADDED PER ADDENDUM NO. 2 RO 3/5/24 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
PREFORM VIZIGRIP-GREEN
CONCRETE
SHARED PAVEMENT MARKING
INSTALL NEW OR RELOCATED SIGN ON NEW POST
EXISTING SIGN ON EXISTING POST
BIKE SYMBOLS WITH (PREFORM VIZIGRIP)
K72 MARKER POST
ELECTROLIER - SINGLE ARM
EXISTING HYDRANT
EXISTING PAVEMENT MARKING
PROPOSED PAVEMENT MARKING BLVDBIKE BLVD PAVEMENT MARKING
INSTALL NEW SIGN PANEL ON EXISTING POST
REMOVE EXISTING SIGN PANEL
REMOVE EXISTING SIGN & POST
NEW SIGN PANEL ON NEW POLE
_ _ _ _ DETAILS & CALTRANS STRIPING & MARKING DETAILS
BLVD
BLVD
SSC
HDC
HDA
PM
SIGN POST INSTALLATION
BICYCLE BOULEVARD MARKING
SLOTTED SPEED CUSHION
HATCH DETAIL @ CORNER
HATCH DETAIL @ APPROACH
PAVEMENT MARKINGS
S1
GB1
GB2
CW
CWSM
GREEN BIKE LANE SHARROW
CONFLICT ZONE GREEN BIKE LANE
GREEN BIKE LANE
CONTINENTAL CROSSWALK
STOP BAR & MARKING WITH CROSSWALK
♦
▼
●
▲
■
RELOCATE SIGN PANEL
LL INSTALL 12" WHITE LINE
EXISTING RAMPS
CWSM
22 LL
22 39
39 XX-XX
A
BL INSTALL 4" WHITE STRIPE
PARKING LOSS LOCATIONS
SPEED HUMP
YL INSTALL 6" YELLOW STRIPE
W8-1
W13-1P "15"
23' RED CURB
FROM HERE
DIRECTION OF TRAVEL
DRIVE WAY OR PARKING CLOSED
ALIGN CROSSWALK
GAPS TO WHEEL PATH
◘ INSTALL NEW SIGN PANEL ON EXISTING POLE (SSBM)
PLANTERS
METHYL METHACRYLATE (MMA) "TAN"
EXISTING LOOP DETECTOR
RELOCATE SIGN PANEL TO NEW POLE/SSBM
EXISTING FACE OF CURB
ELECTROLIER - DOUBLE ARM
22 21
2 DIRECTIONAL DRIVE WAY ENTRY / EXIT
1 DIRECTIONAL DRIVE WAY ENTRY / EXIT
WHITE FLEXIBLE MOUNT DELINEATOR
SIGN POST INSTALLATION NOTES:
1. POSTS SHALL BE TELESPAR OR APPROVED EQUAL PERFORATED 4" SQUARE, FOURTEEN (14) GAUGE STEEL POSTS AND MINIMUM 10 FEET IN LENGTH. POSTS
SHALL BE MANUFACTURED FROM HOT-DIPPED GALVANIZED STEEL CONFORMING TO ASTM A 653, G-90, STRUCTURAL QUALITY,L CLASS 1. THE CORNER WELD SHALL BE ZINC COATED AFTER SCARFING OPERATION. THE POST SHALL ALSO BE COATED
WITH A CHROMATE CONVERSION COATING AND CLEAR ORGANIC POLYMER TOPCOAT. BOTH THE INTERIOR AND THE EXTERIOR OF THE POST SHALL BE GALVANIZED. POST SHALL BE HUNTER GREEN POWDER COATING COLOR.
2. ANCHORS SHALL BE TELESPAR OR APPROVED EQUAL PERFORATED 2" SQUARE, TWELVE (12) GAUGE HOT-DIPPED GALVANIZED STEEL ANCHORS. A
TWO-PIECE BREAKAWAY ANCHOR SYSTEM (ANCHOR ASSEMBLY) SHALL BE USED BY WELDING AN EIGHTEEN INCH (18") LONG,TWELVE (12) GAUGE OUTER SLEEVE OF THE NEXT LARGER SIZE PERFORATED TUBE TO THE ORIGINAL 2" SQUARE PERFORATED ANCHOR BASE.
3. THE CONTRACTOR IS RESPONSIBLE TO CAREFULLY REMOVE ANY SIGNS
FROM THE POSTS, REMOVE POSTS FROM THE GROUND WITHOUT CUTTING,
CAREFULLY REMOVE ANY CONCRETE FROM THE POSTS, REPAIR THE POST HOLE,
BIND THE POSTS, COORDINATE WITH THE ENGINEER FOR TRANSPORTATION TO
CITY CORPORATION YARD AND TRANSPORT SIGNS AND POSTS TO THE LOCATION DETERMINED BY THE ENGINEER WITHOUT DAMAGE.
INSTALL NEW OR RELOCATED SIGN PANEL ON
EXISTING LIGHTING OR SIGNAL POLE BY SSBM
BLACK INTERLOCKING SPEED CUSHION
WITH WHITE DOUBLE CHEVRON
ARROWS AND OUTSIDE STRIPING
(TRAFFIC LOGIX OR APPROVED EQUAL)
OR
1 SLOTTED SPEED CUSHION SCALE: NTS 2 BICYCLE BOULEVARD MARKING SCALE: NTS SSC
3 STOP BAR & MARKING WITH CROSSWALK SCALE: NTS
5 SIGN POST INSTALLATION SCALE: NTS
LEGEND:
8'
PARKING 10' RED CURB
6' TYP 4'
VARIES
10' (VARIES) 6' 10' (VARIES)
36'
8'
PARKING
4' 2' 4'
8'
PLAN VIEW
SECTION A-A
SECTION B-B
4' 2' 4'
B
A A
B
W8-1
W13-1P "15"
K72 MARKER POST
OR APPROVED EQUAL
(TYP.) 10' RED CURB 23' RED CURB 3" 3" 3"
NOTE:
INSTALL PER MANUFACTURER'S INSTRUCTIONS
6' X 7' SPEED
CUSHION (TYP)
7' 75.5" 40" 53" 40" 139"
12" 72"
ALIGN CONTINENTAL CROSSWALK
WITH RAMP & PERPENDICULAR TO
DIRECTION OF TRAVEL
8' TYP
5' TYP
12' TYP
2'-6"
8"
7' MI N
SIGN
CLEARANCE
FC
18"
BW
2"
2"
4' MIN
SIGN
POST (SEE NOTE 1)
ANCHOR
(SEE NOTE 2)
CURB
CLASS "B"
CONCRETE
EX. SIDEWALK
* EXISTING POLE & SIGN PANEL TO BE RETAINED
4 CONTINENTAL CROSSWALK CW SCALE: NTS
11'
(OR AS PER PLAN) 2' TYP. 2' TYP.
11'
(OR AS PER PLAN) 2' TYP. 2' TYP.
PAINT CROSSWALK YELLOW
IF WITHIN 500' OF SCHOOL
YL1 INSTALL 4" YELLOW STRIPE
11'
(OR AS PER PLAN) 2' TYP. 2' TYP. TRAVEL LANE BIKE LANE
PREFORMED
GREEN THERMO
PLASTIC (TYP.)
GB
1'
5'
**TYPICAL INSTALL, OTHER STRIPING ELEMENTS ARE
NOT A PART OF DETAIL FOR 2024 SUSTAINABLE
STREETSCAPES PROJECT
** 35 47 PD-01
2024
SUSTAINABLE
STREETSCAPES PROJECT
STRIPING DETAILS 1
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 43 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
TRAVEL LANE
4'-0" 8'-0"
(TYP) (TYP)
DETAIL 39A (TYP.) VARIES
TRAVEL LANE
TRAVEL LANE DETAIL 39A (TYP.)
BIKE LANE
PREFORMED
GREEN THERMO
PLASTIC (TYP.) 5' TYP. (OR AS PER PLAN) VARIES (AS PER PLAN)
TRAVEL LANE
TRAVEL LANE
DETAIL 39 PER PLAN (TYP.)
BIKE LANE
DETAIL NOTE:
BIKE LANE BUFFER
TYPE PER PLAN
12'-0"
(TYP) 6'-0"
12'-0"
WHITE PREFORMED THERMOPLASTIC
SHARROW PAVEMENT MARKING
10'-0" 10'-0"
8' - 6" 19' 0" SEE PLAN
TRAVEL LANE
EXISTING FACE OF CURB
39 BL
14 GREEN BIKE LANE SHARROW S1 SCALE: NTS
8 GREEN BIKE LANE WITH BIKE BUFFER SCALE: NTS
12 BIKE LANE BUFFER DETAILS
SCALE: NTS
6 CONFLICT ZONE GREEN BIKE LANE SCALE: NTS 16' SEE PLAN 5' TYP.
(OR AS PER PLAN)
VARIES
6' MAX
DIRECTION OF TRAVEL
12' O.C. @ 45° STOP
LL
16 SEPARATE BIKE WAY INTERSECTION APPROACH SCALE: NTS
15 ANGLED PARKING DETAIL SCALE: NTS
SBIA
BL
BL
GB
BL
PM
BL
39 FD
KP
EXISTING FACE
OF CURB/ISLAND
FD
12' 0"
12' 0"
5'
4'
4'-0" 8'-0"
(TYP) (TYP)
DETAIL 39A (TYP.) 5' TYP. (OR AS PER PLAN) TRAVEL LANE
4" THICK DASHED
YELLOW CENTERLINE
PREFORMED
GREEN THERMO
PLASTIC (TYP.)
39A
7 CONFLICT ZONE TWO-WAY GREEN BIKE LANE GB1 SCALE: NTS
BIKE LANE
TRAVEL LANE
BIKE LANE 5' TYP. (OR AS PER PLAN)
TRAVEL LANE 5' TYP. (OR AS PER PLAN) VARIES
(AS PER PLAN)
VARIES
(AS PER PLAN)
PREFORMED GREEN
THERMOPLASTIC (TYP.)
PROPOSED CONCRETE ISLAND VARIES (AS PER PLAN)
EXISTING STORM WATER
ISLAND/PLANTER AREA VARIES (AS PER PLAN)
3' TYP.
(OR AS PER PLAN)
VARIES
(AS PER PLAN)
VARIES
(AS PER PLAN)
4' TYP.
(OR AS PER PLAN)
KP VARIES (AS PER PLAN)
DETAIL 39A PER PLAN (TYP.)
VARIES
VARIES
(AS PER PLAN)
3' TYP.
PREFORMED VIZIGRIP
GREEN BACK
BIKE LANE
FACE OF CURB
8'-0" 4'-0" EDGE OF DRIVEWAY
8'-0" 4'-0" VARIES VARIES EDGE OF DRIVEWAY EDGE OF DRIVEWAY EDGE OF DRIVEWAY 5' TYP. (OR AS PER PLAN) VARIES
FACE OF CURB
DIAGONAL 4" WHITE BUFFER STRIPING
12'-0"
DELINEATOR SHALL BE INSTALLED IN
GROUP OF 12' O.C. AS SHOWN IN PLAN VARIES VARIES
10 BIKEWAY BUFFER DELINEATOR PLACEMENT AT TYPE "B" DRIVEWAY APPROACHES SCALE: NTS 11 BIKEWAY BUFFER & DELINEATOR PLACEMENT AT DRIVEWAY APPROACHES SCALE: NTS 9 TYPICAL DELINEATOR PLACEMENT AND SPACING ON BIKEWAY BUFFERS SCALE: NTS 12'-0"
12'-0"
39 BL
39 BL
39 BL
BDTB
BDA
R-5' TYP.
(OR AS PER PLAN) KP 5' TYP. (OR AS PER PLAN)
FD
KP
R-5' TYP.
(OR AS PER PLAN) FD 5' TYP. (OR AS PER PLAN) VARIES (AS PER PLAN)
EXISTING FACE
OF CURB OR BIKE LANE
(AS PER PLAN)
13 LOADING ZONE DETAIL SCALE: NTS 1'
VARIES
(AS PER PLAN)
BL 12'-0"
1' THICK YELLOW
LOADING ZONE MARKING
LZ 1'
1'
1'
1' THICK YELLOW
LOADING ZONE MARKING
FACE OF CURB
8'-0"
36 47 PD-02
2024
SUSTAINABLE
STREETSCAPES PROJECT
STRIPING DETAILS 2
44 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D 22 WHITE FLEXIBLE MOUNT DELINEATOR SCALE: NTS 30"
FD
STOP
ONLY STOP
NOTE :- REFER TO CALTRANS STANDARD
PLANS IF REQUIRED.
LINK: https://dot.ca.gov/-/media/dot-media/programs/
design/documents/2018-std-plns-for-web-a11y.pdf
XING
SLOW
SCHOOL BUMP
19 K72 MARKER POST SCALE: NTS
GREY
KP
8' 36'
12'
NOTE :- MARKINGS TO BE PAINTED IN YELLOW
COLOR IF WITHIN 500FT FROM SCHOOL.
17 PAVEMENT MARKINGS PM SCALE: NTS
18 PAVEMENT MARKINGS - BIKE PM SCALE: NTS
20 PROPOSED SIGNAGE CHART SCALE: NTS
20'
(TYP) MIN 4' (OR AS PER PLAN)
5'
(TYP)
6'
(TYP)
6'
(TYP)
PREFORMED GREEN
THERMO PLASTIC (TYP.)
TRAVEL LANE
BIKE LANE
WHITE THERMO
PLASTIC (TYP.)
SHARE
THE PATH 1"
1"
3' 3'
PREFORMED YELLOW
THERMOPLASTIC (TYP.)
PREFORMED WHITE
THERMOPLASTIC (TYP.)
23 BIKE PED SHARE PATH DETAIL BPS SCALE: NTS
24 BIKE WITH ARROW ON GREEN BASE BPS SCALE: NTS
W84 (CA) W8-1 W13-1P"15" R1-1 W11-15 R2-1"15"
W11-15P
S1-1 W16-7P W11-2 R5-1 R10-15MOD-A R10-15MOD-B
R25A (CA) R6-5P
R9-5 R81A(CA) R81B(CA)
NOTE : All BIKE MARKINGS ARE PREFORM
21 PARKING TIPS DETAIL SCALE: NTS 8' TYP 7' MIN
20'
TYP
22'
TYP
18' MIN 20' MIN
EXISTING FACE
OF CURB 1'
37 47 PD-03
2024
SUSTAINABLE
STREETSCAPES PROJECT
STRIPING DETAILS 3
45 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D * R1-1
* R30 (CA) * CANNOT
IDENTIFY
SIGN * R1-1
* R30 (CA) * R30 (CA)
* "15 MPH" * R1-1
* R30 (CA) * R30 (CA) * "15 MPH" * R99 (CA)
* "RIGHT TURN ONLY" * R30 (CA) * R1-1
* R1-1
* R30 (CA) * CANNOT
IDENTIFY
SIGN * R1-1
* R30 (CA) * R30 (CA)
* "15 MPH" * R1-1
* R30 (CA) * R30 (CA) * "15 MPH" * R99 (CA)
* "RIGHT TURN ONLY" * R30 (CA) * R1-1 STOP
STOP STOP STOP
22 22
PM
LL
CW
30' 30' 11' 30'
30'
* R1-1
* R36 (CA) (MOD) * R30 (CA)
* R30 (CA)
* R1-1
* R36 (CA) (MOD) * R30 (CA)
* R30 (CA)
STOP
BUMP BUMP
22 PM
LL
01-02
♦ W8-1
♦ W13-1P "15"
01-03
♦ W8-1
♦ W13-1P "15"
01-04
01-01
♦ W84
♦ W84
PM
PM
SSC
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)
R30 (CA) * R30 (CA)
* R30 (CA)
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)
R30 (CA) * R30 (CA)
* R30 (CA)
STOP
22 PM
SPEED HUMPS
NOT A PART.
COMPLETED IN
2023 PROJECT.
SPEED HUMPS
NOT A PART.
COMPLETED IN
2023 PROJECT.
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
Detail 22
PM 38 47 PD-04
2024
SUSTAINABLE
STREETSCAPES PROJECT
48TH & SALEM
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 46 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * R26 (CA)
* R26 (CA) * R26 (CA) * R26 (CA) * R30 (CA)
* R30 (CA)
* SNS
* R1-1 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * R26 (CA)
* R26 (CA) * R26 (CA) * R26 (CA) * R30 (CA)
* R30 (CA)
* SNS
* R1-1 SHARE THE PATH
CW
27B
22 SB2
PM
LL
27B
39 22
PM
FD
KP
BPS
22 27B
BL
39 22
BL
PM
02-04
♦ R2-1 "15"
02-03
♦ W11-15
02-02
R1-1
52' 11'
29'
14'
17'
26'
23'
20'
54' 54'
49' 50'
37'
11' 11'
8' 10' 10'
2' 15'
7'
11' 11' 10' 10'
18' 11'
10'
17'
17'
67'
5'
3'
4' 1'
28' 20'
FD
FD
8' 25' 22' 23' 314'
128'
02-01
R1-1
SNS
EXISTING AFFECTED PARKING
LOSS = 5 SPACE
EXISTING AFFECTED PARKING
LOSS = 10 SPACE EXISTING AFFECTED PARKING LOSS = 1 SPACE EXISTING AFFECTED PARKING LOSS = 1 SPACE 6'
LOCATION LOSS OF PARKING SPACES
10 PARKING GAIN/LOSS (THIS SHEET)
L-02
TOTAL 17 (LOSS)
L-02 5
A
B
A
B
L-02 C 1
L-02 D 1
INTERSECTION STRIPING NOT
A PART. COMPLETED IN 2023
PROJECT.
NORTHBOUND DOYLE
STREET NOT A PART.
COMPLETED IN 2023
PROJECT. 324'-3 3/4" 39 47 PD-05
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
45TH & DOYLE
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 47 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R2-1 (15) * R4-7a * W14-1 * UNKNOWN SIGN * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * "15 MPH" * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R2-1 (15) * R4-7a * W14-1 * UNKNOWN SIGN * R26 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * "15 MPH" * R30 (CA) SLOW SCHOOL XING SHARE THE PATH BUMP BUMP SHARE THE PATH SHARE
THE PATH SHARE
THE PATH ■ KP
22 22
PM
CW
BPS
BM
22 YL1
22 39
22 BPS
FD
BL
BL
BL
39A
GB1
KP
03-03 ♦ W2-1 "15"
03-01 ♦ W11-15P
03-02
W11-15P
03-06 ♦ S1-1 ♦ W16-7P
03-05 ♦ S1-1 ♦ W16-7P
W84 (CA)
03-04 ■
10' 10' 17'
15' 2'
11'
6' 23' 9' 81' 17' 77' 40' 8.5' 10' 8'
15'
16'
30' ▲ 16'
SSC 52' 74'
133'
112'
30' 15' 2'
EXISTING AFFECTED PARKING
LOSS = 7 SPACE
EXISTING AFFECTED PARKING
LOSS = 6 SPACE EXISTING AFFECTED PARKING LOSS = 5 SPACE * R30A (CA) XINGBUMP BL PM
39 03-07 ♦ W84(CA)
LOCATION LOSS OF PARKING SPACES 7
PARKING GAIN/LOSS (THIS SHEET)
L-03
TOTAL 13 (LOSS)
L-03 6 AB A B
NORTHBOUND DOYLE
STREET AND EASTBOUND
47TH STREET NOT A
PART. COMPLETED IN
2023 PROJECT. REPLACE PARKING LOT STRIPING "IN-KIND" OF ~250 LF 4" WHITE (PAINT) 40 47 PD-06
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
47TH & DOYLE
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 48 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D * R1-1
* R3-5(R) * SW52
* "BIKE OK"
* R3-5(L) * R30 (CA) * R30 (CA)
* W14-2 (CA) * R30 (CA) * W14-2 (CA) * SW52 (CA)
* W14-2 (CA) * "BIKE OK"
* W14-2 (CA)
* R1-1
* R3-5(R) * SW52
* "BIKE OK"
* R3-5(L) * R30 (CA) * R30 (CA)
* W14-2 (CA) * R30 (CA) * W14-2 (CA) * SW52 (CA)
* W14-2 (CA) * "BIKE OK"
* W14-2 (CA) BLVD BLVD BLVD BLVD STOP
STOP SCHOOL SLOW
PM
39 22
PM
FD
39 38
PM
39 CW
BL
PM
LL
KP
04-01
♦ W11-2
♦ W16-7P
04-02
♦ W11-2
♦ W16-7P
11' 11' 15' 10'
10' 8' 11'
32' 24' 25' 36'
04-07
♦ R5-1
04-06
♦ R5-1
■
BLVD
CW 14' 16' 4' 14'
6'
04-03
♦ R25A(CA)
04-04
♦ R25A(CA)
04-05
■ R25A(CA)
25' 293'
283'
100'
40'
EXISTING AFFECTED PARKING
GAIN = 2 SPACE
EXISTING AFFECTED PARKING
GAIN = 2 SPACE
* R30 (CA) * R30 (CA) * W17-1 * R30 (CA) * W17-1 R1-1 * R30 (CA) R3-5(R)
* W17-1
* R99 (CA) * R30(CA) * W17-1 * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * W17-1 * R30 (CA) * W17-1 R1-1 * R30 (CA) R3-5(R)
* W17-1
* R99 (CA) * R30(CA) * W17-1 * R30 (CA) * R30 (CA) * R30 (CA) STOP 22 39 39
39 39
CW 8' 6' 11' 11' 6' 8'
LOCATION LOSS OF PARKING SPACES
-2
PARKING GAIN/LOSS (THIS SHEET)
L-04
TOTAL 4 (GAIN)
A
A
L-04 B -2
B
NOT A PART. COMPLETED IN
2023 PROJECT.
41 47 PD-07
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
47TH & SALEM
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 49 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * "STREET CLOSED AT SALEM" * R36 (CA) (MOD) * W17-1
* R30 (CA) * W17-1
* R30 (CA)
R30 (CA)
R30 (CA) * W17-1 * W17-1 * R30 (CA) * R30 (CA) * SNS
* R1-1
* R1-1
* R1-1
* R2-1
* R1-6
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * "STREET CLOSED AT SALEM" * R36 (CA) (MOD) * W17-1
* R30 (CA) * W17-1
* R30 (CA)
R30 (CA)
R30 (CA) * W17-1 * W17-1 * R30 (CA) * R30 (CA) * SNS
* R1-1
* R1-1
* R1-1
* R2-1
* R1-6 STOP
STOP
STOP
CW
22 39
39 39
39 BM
BM
39A
DG
KP 8' 6' 11' 11' 6' 8'
1'
11'
11'
9'
5' 2'
11'
10'
6' 5'
11'
6'
13'
10.5' 5'
9'
11'
05-02
05-03
05-01
♦ R10-15MOD-B-R
♦ R25A(CA)
♦ R25A(CA)
05-04
♦ R10-15MOD-B-L
LZ
2.5'5'
10.5' 7.0' 5.0'
10.5'
9.0'
7.0'
4.0'
4.0' 22' 10.5' 2.0' 5.0'
44'
YL1
EXISTING AFFECTED PARKING
LOSS = 2 SPACE
LOCATION LOSS OF PARKING SPACES
2 PARKING GAIN/LOSS (THIS SHEET)
L-05
TOTAL 2 (LOSS)
A
NOT A PART.
COMPLETED IN
2023 PROJECT. 42 47 PD-08
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
47TH & ADELINE
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 50 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * LOCAL GUIDE
SIGNAGE * R30 (CA) * R1-1 * R6-5p (MOD) * R99 (CA) * "BICYCLE BOULEVARD SIGN" * R30 (CA) * R30 (CA) * R1-1 * PUSH
BUTTON * R36 (CA) (MOD) * LOCAL BIKE
SIGN * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * LOCAL BIKE SIGN * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R1-1 * LOCAL GUIDE
SIGNAGE * R30 (CA) * R1-1 * R6-5p (MOD) * R99 (CA) * "BICYCLE BOULEVARD SIGN" * R30 (CA) * R30 (CA) * R1-1 * PUSH
BUTTON * R36 (CA) (MOD) * LOCAL BIKE
SIGN * R30 (CA) * R99 (CA) * R30 (CA) * R1-1 * LOCAL BIKE SIGN * R30 (CA) STOP
STOP STOP BLVD BLVD BLVD SLOW SCHOOL XING SCHOOLSTOP XING SLOW 39 22
PM
BLVD
LL
39 KP
22 CW
CW
22 11'
28' 11' 13' 11.5' 11' 13'
06-07 ▲ ■ R6-5P
06-08
06-09 ■ R6-5P ■ R6-5P
BLVD
06-01
06-02
06-03 * R1-1 * R99 (CA) * R30 (CA) * R6-5p (MOD) * R1-1 * R30 (CA)* R1-1 * R30 (CA) * R1-1 * R99 (CA) * R30 (CA) * R6-5p (MOD) * R1-1 * R30 (CA)* R1-1 * R30 (CA) STOP
STOP STOP BLVD BLVD SLOW
22 39
22 39
PM
CW
CW
LL
11' 11' 13' 11.5' 11' 13' 14' 11.0' 10' ▲ 13'
06-10 ■ R6-5P
06-12
R6-5P
06-11 ■ R6-5P ■
BLVD
BLVD
06-04 06-05 06-06
KP
KP
KP 43 47 PD-09
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
45TH & SALEM / ESSEX
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 51 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * LOCAL GUIDE SIGN * R30 (CA) * R30 (CA) * SNS * R1-1* R36 (CA) (MOD) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * LOCAL GUIDE SIGN * R30 (CA) * R30 (CA) * SNS * R1-1* R36 (CA) (MOD) BLVD STOP 39 22
39 PM
39 39A
DG
KP
22 39
39 BL
22 14' 11.0' 10' 13' 11.0' 6' 11' 10.5' 6'
07-03 ♦ R10-15MOD-B-R
07-02 ■ R10-15MOD-B-L
07-01 ♦ R10-15MOD-B-R
39A
10.5' 5.0' 10.5' 5.0' 10.5' 13.0' 10.5' 15.0' 22' 10.5' 2.0' 5.0' NOT A PART.
COMPLETED IN
2023 PROJECT. 44 47 PD-10
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
45TH & ADELINE
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 52 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D 2022) Distribution Airbus DS
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * R30 (CA) * R30 (CA) * R30 (CA) * R99 (CA) * R30 (CA) * 2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * S1-1 * S4-3P * R30 (CA) * R30 (CA) * R30 (CA) * R99 (CA) * R30 (CA) * STOP STOP © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) * R30 (CA) STOP STOP DETAIL 22 DETAIL 22
PM PM 45 47 PD-11
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
ESSEX AND SALEM
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 53 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1 * S4-3P
* LOCAL
SIGN
* YELLOW
SPEED
REGULATORY
SIGN
* R30 (CA) * R2-1 (25) * R30 (CA) * NO
PARKING
LOADING
ZONE
SIGNS
* LOCAL
GUIDE
SIGN
* R1-1
* R6-5p (MOD)
* NO PARKING
LOCAL SIGN
* R30 (CA)
* R30 (CA) * R1-1
* R30 (CA) * R30 (CA) * R30 (CA) * NO
PARKING
LOADING
SIGN
* R1-1
* R1-1
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * S1-1 * S4-3P
* LOCAL
SIGN
* YELLOW
SPEED
REGULATORY
SIGN
* R30 (CA) * R2-1 (25) * R30 (CA) * NO
PARKING
LOADING
ZONE
SIGNS
* LOCAL
GUIDE
SIGN
* R1-1
* R6-5p (MOD)
* NO PARKING
LOCAL SIGN
* R30 (CA)
* R30 (CA) * R1-1
* R30 (CA) * R30 (CA) * R30 (CA) * NO
PARKING
LOADING
SIGN
* R1-1
* R1-1 STOP
STOP STOPSLOW SCHOOL XING XING SCHOOL STOP 39
22 PM
LL
22 CW 22
CW
22 KP
39 39
39 13' 10.5' 12' 13' 11'
11'
09-04
■ R6-5P
09-05
■ R6-5P
09-06
■ R6-5P
▲
09-01
09-02
09-03
PM LL
46 47 PD-12
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
43RD & SALEM
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 54 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)* R1-1
* R6-5p (MOD)
* "WARNING DRUG FREE
SCHOOL ZONE" SIGN
* R30 (CA)
* SNS
* R36 (CA) (MOD) * R30 (CA) * R99 (CA) * YELLOW SPEED
REGULATORY
SIGN
* S1-1
* S4-3P
* R1-1 * R30 (CA)
* R30 (CA)
* R30 (CA)
* R1-1
* S1-1
* SNS
* "AFTER STOP RIGHT
TURN PERMITTED ON
RED"
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS * R30 (CA)* R1-1
* R6-5p (MOD)
* "WARNING DRUG FREE
SCHOOL ZONE" SIGN
* R30 (CA)
* SNS
* R36 (CA) (MOD) * R30 (CA) * R99 (CA) * YELLOW SPEED
REGULATORY
SIGN
* S1-1
* S4-3P
* R1-1 * R30 (CA)
* R30 (CA)
* R30 (CA)
* R1-1
* S1-1
* SNS
* "AFTER STOP RIGHT
TURN PERMITTED ON
RED"
STOP STOP SLOW STOP
22 LL
CW
CW
22 39
22 39
39 39
KP
GB
39A
BL
CW 13' 11' 11' 13'
11' 11'
11'
13'
1'
57'
11'
11'
6' 10.5' 10.5' 6.5'
11.5'
11'
9'
7'
12'
10.5' 6'
11.5'
5'
5'
▲
10-10
■ R6-5P
10-11
■ R6-5P
10-12
■ R6-5P
10-04
10-05
■ R10-15MOD-A-L
♦ R10-15MOD-A-R
10-07
10-06
♦ R10-15MOD-A-R
■ R10-15MOD-A-L
CW
LL
10-08
R9-5
10-09
R9-5
3' 10.5' 10.5'
3.5'
5.0'
5'
1'
7'
18'
10' 17'
◘
◘
10-01 10-02 10-03
NOT A PART.
COMPLETED
IN 2023
PROJECT.
LL
LL
LL
LL
47 47 PD-13
2024 SUSTAINABLE STREETSCAPES PROJECT
TRIANGLE NEIGHBORHOOD STRIPING AREAS
2024
SUSTAINABLE
STREETSCAPES PROJECT
43RD & ESSEX/ADELINE
1 UPDATED FOR 2024 PROJECT (RO) 3/5/24 55 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D