OF LONGMONT PUBLIC WORKS & NATURAL RESOURCES DEPARTMENT

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1 FRANCIS ST LINCOLN ST GAY ST BOSTON CT BROSS ST BROSS ST PRATT ST PRATT ST TERRY ST DARBY CT COLLYER ST ATW OOD ST ATW OOD ST MARTIN ST KENSINGTON ST CITY OF LONGMONT PUBLIC WORKS & NATURAL RESOURCES DEPARTMENT ENGINEERING SERVICES DIVISION PROJECT NUMBER ANGLE PLAN PREPARED BY: CITY OF LONGMONT PUBLIC WORKS AND NATURAL RESOURCES DEPARTMENT APPROVED FOR CONSTRUCTION BY: DESIGNED BY: m estas 10:09:11 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_TitleSht_1.dgn Print Date:7/13/ File Name: DES_TitleSht_1.dgn Horiz. Scale:1:1 JUDSON ST 6TH AV SPRUCE AV DONOVAN PL SHERMAN CT LONGS PEAK AV SHERMAN ST SHERMAN ST 8TH AV SHERMAN ST ALASKA AV BARNARD CT ELIZABETH CT GRANT ST GRANT ST (IF NOT 2" - SCALE ACCORDINGLY GRANT ST GRANT ST CAROLINA AV CARLTON PL LINCOLN ST LINCOLN ST LINCOLN PL 1ST AV BOW EN ST PRICE RD 8TH AV 8TH AV 6TH AV PROJECT LOCATION MAP 0' 1000' 2000' 4000' COFFMAN ST 2ND AV COFFMAN ST 8TH AV LONGS PEAK AV Date: BAKER ST 6TH AV 4TH AV LONGS PEAK AV MARSHALL PL ROTHROCK PL The CITY OF LONGMONT assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is however, 5TH AV 4TH AV 1ST AV the contractor's responsibility to field verify the location of all utilities prior to the commencement of any construction. The Contractor shall notify the City of any underground discrepancies. 1ST AV 2ND AV KENSINGTON ST VARIOUS PROJECT LOCATION REVISIONS 4/ " 40" SHARED ROADWAY BIKE MARKING N.T.S. NICK WOLFRUM ENGINEERING SERVICES MANAGER CITY OF LONGMONT C OLORAD O 72" MARKING / STRIPING DETAILS REVISIONS 4/2012 6'-0" 6'-0" 6'-0" 1'-6" 2'-6" N.T.S. 6" TYPICAL MARKING ON FAR SIDE OF INTERSECTION Contractor: PROJECT STARTED: : BOB BALL P.E. TRAFFIC ENGINEER CITY OF LONGMONT C OLORAD O Contract Information Project Manager: XXXXXXXX Project Engineer: XXXXXXX REVISIONS 6/2003 4/ /2016 SPACING OF LINES SELECTED TO AVOID WHEEL PATH FACE OF CURB (4") SOLID WHITE LINE (4") SOLID WHITE LINE ON-STREET / / ACCEPTED: / / 6' (MIN.) (MIN.) 50' ON-STREET 7'-8' LANE WITH S N.T.S. (TYP.) (TYP.) CROSSWALKS TYPICAL OFFSET APPROACH TO A CONTROLLED INTERSECTION T. INTERSECTION OR CROSSWALK FACE OF CURB WITN NO PAINTED Project No. CITY OF LONGMONT C OLORAD O 1

2 m estas 11:56:17 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_Bross_St_Longs_Peak_to_8th_Sht2.dgn MATCHLINE A-A Print Date:7/6/ 3 6' 24' 14' 32 ANGLED SPACES AT ANGLED SPACES AT 40 File Name: DES_Bross_St_Longs_Peak_to_8th_Sht2.dgn Date: LONGS PEAK AVE BROSS STREET - LONGS PEAK TO 8TH AVE 8TH AVE BROSS STREET - LONGS PEAK TO 8TH AVE 30' 14' 8TH AVE BROSS STREET LONGS PEAK AVE TO 8TH AVE Subset Sheets: 1 of 9 MATCHLINE A-A 2

3 m estas 11:56:59 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_Bross_St_and_Pratt_St_4th_to_5th_Sht3.dgn 4TH AVE 4TH AVE FIRE Print Date:7/6/ HYDRANT File Name: DES_Bross_St_and_Pratt_St_4th_to_5th_Sht3.dgn Date: 18' 18' 182' 13 ANGLED SPACES AT 40 14' BROSS STREET - 4TH AVE TO 5TH AVE PRATT STREET - 4TH AVE TO 5TH AVE 38' 14' 7' 26' 7' 434' 31 ANGLED SPACES AT ANGLED SPACES AT 40 BROSS ST & PRATT ST 4TH AVE TO 5TH AVE Subset Sheets: 2 of 9 5TH AVE 5TH AVE 3

4 35 ANGLED SPACES AT ' 30. 4'x 4.6' m estas 9:59:56 AM PRATT ST 18' BROSS ST 26' 2 EX. 0' 40' 4TH AVENUE - BROSS ST TO PRATT ST 9 ANGLED 6 ANGLED SPACES AT 55 SPACES AT 55 99' 66' 23' 27' 40' 0' ST TERRY 41' PRATT ST 9' I :\Projects\ Downtown Parki ng\_\proj Loc\Desi gn\w orki ng\_downtown_angl e_parki ng\ DES_4th_Ave_Bross_to_Pratt_6th_Ave_Pratt_to_Terry_Sht4.dgn 9.3' 6TH AVENUE - PRATT ST TO TERRY ST Print Date: 7/13/ File Name: DES_4th_Ave_Bross_to_Pratt_6th_Ave_Pratt_to_Terry_Sht4.dgn Date: Horiz. Scale: 1:40 4TH AVE-BROSS ST TO PRATT ST 6TH AVE-PRATT ST TO TERRY ST Subset Sheets: 3 of 9 4

5 11 ANGLED SPACES AT ' m estas 11:53:57 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_Longs_Peak_Ave_Main_to_Em ery_sht5.dgn Print Date:7/6/ File Name: DES_Longs_Peak_Ave_Main_to_Emery_Sht5.dgn Date: 3-4'x 29' 6.3' 2-4'x 9.6' 3' DOUBLE SOLID 23' YELLOW (TYP) RE-CONNECCT TO 106' EXIST. DOUBLE DOUBLE SOLID YELLOW YELLOW LINES MAIN ST LONGS PEAK AVENUE - MAIN ST TO EX. 21' 6' 12.7' 12.7' 89.2' 23' ANGLED SPACES AT 45 LONGS PEAK AVENUE - TO (BACK IN ) 7 ANGLED SPACES AT 45 22' 28' LONGS PEAK AVE - MAIN ST TO - 33' 23' Subset Sheets: 4 of 9 5

6 RELOCATE SIGN AND RTD BUS STOP SIGN 4' WEST TO MIDDLE OF GRASS STRIP 14 ANGLED SPACES AT BIKE RACK 3-4.x KEEP EXIST. 15.9' BIKE RACK 15.9' 12.7' m estas 11:54:37 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_Kim bark_st_5th_to_longs_peak_ave_sht6.dgn 5TH AVE 6TH AVE Print Date:7/6/ REET - 5TH AVE TO 6TH AVE (BAK IN ) File Name: DES_Kimbark_St_5th_to_Longs_Peak_Ave_Sht6.dgn Date: RE-CONNECT TO EXIST. DOUBLE SOLID YELLOW EXIST. DOUBLE SOLID YELLOW EX. 40' EXIST. DOUBLE SOLID YELLOW 18 ANGLED SPACES AT 37 EX. REET - 6TH AVE TO LONGS PEAK AVE (BACK IN ) KEEP EX. STRIPING END HERE RE-CONNECT TO EXIST. DOUBLE SOLID YELLOW REMOVE STRIPING END HERE 40' 268.2' 22' 14.9' 19.9' 22' - 5TH TO LONGS PEAK 42.4' LONGS PEAK AVE Subset Sheets: 5 of 9 6TH AVE 6

7 m estas 11:58:41 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_5th_Ave_and_6th_Ave_Kim bark_to Em ery_sht7.dgn Print Date:7/6/ File Name: DES_5th_Ave_and_6th_Ave_Kimbark_to Date: Emery_Sht7.dgn REMOVE 4. OF STOP LINE 8' 22' 9 ANGLED SPACES AT 55 9 ANGLED SPACES AT 50 DOUBLE SOLID YELLOW (TYP) DOUBLE SOLID YELLOW 7 ANGLED SPACES AT 55 5TH AVENUE - TO ALLEY REMOVE RTD BUS SIGN AND 6TH AVENUE - TO 7' 11.7' ' 12.3' 10 18' POLE 21' 77' 12.3' 21' 5TH AVE & 6TH KIMBARK TO EMERY Subset Sheets: 6 of 9 7

8 m estas 11:59:21 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_4th_Ave_Kim bark_to_em ery_em ery_st_2nd_ave_to_3rd_ave_sht8.dgn 2ND AVE Print Date:7/6/ File Name: DES_4th_Ave_Kimbark_to_Emery_Emery_St_2nd_Ave_to_3rd_Ave_Sht8.dgn Date: 24' FIRE HYDRANT 4TH AVENUE - TO (BACK IN ) 8 ANGLED SPACES AT ' GRASS AREA 4.x 14.3' 19.1' ' 22.4' 3' 12.6' REET - 2ND AVE TO 3RD AVE EX. 10 ANGLED SPACES AT 45 4' 101' 16.1' FENCE LINE EX. STREET LIGHT POLE 25.3' 45.1' 8' 2-4.x 6 ANGLED SPACES AT 40 27' 84' 14' 19.1' 22' 30' FIRE HYDRANT 4TH - TO - 2ND AVE TO 3RD AVE Subset Sheets: 7 of 9 3RD AVE 8

9 m estas 11:55:18 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_Em ery_st_4th_ave_to_5th_ave_and_longs_peak_to_8th_ave_sht9.dgn 4TH AVE LONGS PEAK AVE Print Date:7/6/ 14' ' ANGLED SPACES AT ANGLED SPACES AT 40 REET - 4TH AVE TO 5TH AVE 14' 244.4' File Name: DES_Emery_St_4th_Ave_to_5th_Ave_and_Longs_Peak_to_8th_Ave_Sht9.dgn Date: 14' ' 18' ' 40' 31.9' 31.9' 4.2' REET - LONGS PEAK AVE TO 8TH AVE 4' 40' 30' 30' 22.2' 22.2' ' - 4TH AVE TO 5TH AVE AND LONGS PEAK AVE TO 8TH AVE Subset Sheets: 8 of 9 8TH AVE 5TH AVE 9

10 m estas 11:58:10 AM I:\Projects\ Downtown Parking\_\Proj Loc\Design\W orking\_downtown_angle_parking\ DES_6th_Ave_Co lyer_to_atwoodt_lp_ave_co lyer_to_atwood_sht10.dgn Print Date:7/6/ EX. NO CHANGE 20.6' SOLID WHITE LINE 9.4' 24' 13.9' 17.8' 16.7' File Name: DES_6th_Ave_Collyer_to_Atwoodt_LP_Ave_Collyer_to_Atwood_Sht10.dgn Date: COLLYER ST COLLYER ST 6.4' 4-4'x ' 6.3' LONGS PEAK AVENUE - COLLYER ST TO ATWOOD ST (BACK IN ) 6TH AVENUE - COLLYER ST TO ATWOOD ST 12 ANGLED SPACES AT 40 DOUBLE SOLID YELLOW (TYP) 33 ANGLED SPACES AT ' 5 ANGLED SPACES AT 40 REMOVE AND REPLACE RR MARKING REMOVE AND REPLACE RR MARKING 168' 34.2' 70' 47.8' R R R R 9.6' ATW OOD ST L.P. AVE-COLLYER TO ATWOOD 6TH AVE-COLLYER TO ATWOOD ATW OOD ST Subset Sheets: 9 of 9 10

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