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10010See below for Finance Revenue Codes -� FILM ENCROACHMENT PERMIT F PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 2/19/2010 LOCATION OF CONSTRUCTION: FCA Amazing Grace Race; Avenida Bermudas to Ave 52 to Jefferson Street to Ave 54 to Madison Street PURPOSE OF CONSTRUCTION: Road Signage for, 1/2 Marathon/ 5K running Event DESCRIPTION OF CONSTRUCTION: See Attached Traffic Control Plan DIMENSION OF INSTALLATION OR REMOVAL: See Attached Traffic Control Plan APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/11/2010 TIME OF COMPLETION: 4/11/2010 ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS N/A In consideration of the granting of this permit, the applicant hereby agrees. to:. Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules d regu tions of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. .1� zll_1 Nolan Sparks - FCA c/o Sparks Constrcution, Inc. P.O. Box 1716, La Quinta, CA 92247 Name of Applicant Business Address Granite Construction Name of Contractor and Job Foreman 089 Contractor's License Number AXIS Insurance Co.- Applicant's o: Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I E✓ 38000 Monroe Street, Indio, CA 92201 Business Address Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee E_1 $0.00 As -Built Deposit E-A $0.00 .Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $0.00 or Agent 760-408-0106 Telephone No 760-775-7500 Telephone No. 02501 City Business License No AXGLO110101709 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 10010 DATEISSUED: i9r7l '7`Zolo EXPIRATION DATE: v:/ BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: * If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 1 Description of Construction i.e.: See Plan Set No. 0123.4) N Approval Date Expiration Date: Issue Date: Administrative Authority: Permit Fee: As -Built . Deposit: Dust Control p( Deposit: Credit Amount: TOTAL FEE DUE: nve ec is s — Morms Applicationg Applica Approval Date Expiration Date: Issue Date: Administrative Authority: - ACORD CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) r- , . TM 1 3/9/2010 PRODUCER Phone: 923.341.8998 Fax: 913.341.2923 Cretcher Heartland Incorporated 4551 West 107th Street, Third Floor Overland Park KS 66207 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Fellowship Of Christian Athletes 8701 Leeds Rd. Kansas City MO 64129 INSURERA:AXIS Insurance Co. INSURER B: INSURER C: INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AOD'L 78-495 Calle Tampico CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO POLICY EFFECTIVE POLICY EXPIRATION LTR D O SU C POLICY NUMBER DATE MMIDD DATE MM/DD LIMITS A X GENERAL LIABILITY GLO1101017095/12/2009 5/12/2010 EACH OCCURRENCE $1,000,000 DAMAGE TRENTEU X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $300,000 -1 CLAIMSMADE IX OCCUR MED EXP (Any one person) $ Excluded PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE $5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $5,000,000 PRO- POLICY LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ BODILY INJURY ALL OWNED AUTOS SCHEDULED AUTOS (Per person) $ BODILY INJURY HIRED AUTOS NON -OWNED AUTOS (Per accident) $ PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ OTHERTHAN EAACC $ ANY AUTO AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACHOCCURRENCE $ AGGREGATE $ OCCUR CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND WC STATUS OTH- TORY LIMITS ER OR EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? Ifyes,describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS The Certificate holder is only an additional insured with respect to liability caused by the negligence of the Named Insured as per Form AXIS 1003(02/08) -Additional Insured - Certificate Holders, as respects the CA Amazing Grace Race April 11, 2010 CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) ©ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Cit of La Quinta Y WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE 78-495 Calle Tampico CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO La Quinta CA 92253 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) POLICY NUMBER: AXGL01101017-09 COMMERCIAL GENERAL LIABILITY CG 20 26 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons Or Organization(s) Any Certificate Holder identified as an additional insured on a Certificate of Insurance issued by American Specialty Insurance & Risk Services, Inc. dba A.S.I.R.S.I. Insurance Agency, American Specialty Insurance & Risk Services Agency, and A S Insurance & Risk Services Agency Information required to complete this Schedule if not shown above will be shown in the Declarations. Section II — Who Is An Insured is amended to in- clude as an additional insured the person(s) or or- ganizations) shown in the Schedule, but only with respect to liability. for "bodily injury", "property dam- age' or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: A. In the performance of your ongoing operations; or B. In connection with your premises owned by or rented to you. CG 20 26 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 M THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -'CERTIFICATE HOLDERS This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SECTION II — WHO IS AN INSURED is amended to include any Certificate Holder, identified as an additional insured on a Certificate of Insurance Issued by American Specialty Insurance & Risk Services, Inc. dba A.S.I.R.S.I. Insurance Agency, American Specialty Insurance & Risk Services Agency, and A S Insurance & Risk Services Agency, but only for liability arising out of the negligence of the named Insured. The limits of insurance applicable to these additional insureds are the lesser of the policy limits or those limits specified in a contract or agreement. These limits are inclusive of and not in addition to the limits of Insurance shown in the declarations. All other terms and conditions remain unchanged. AXIS 1003(02108) Page 1 of 1 �R 1 PERMIT NO. 10010 FCA Amazing Grace Race / Traffic Control and Directional Signs/ Avenida Bermudas to Ave 52 to Jefferson Street to Ave 54 to Madison Street In addition to the standard permit conditions, the following shall apply: The applicant, Nolan Sparks, shall be available during the event by cellular phone at (760) 408-0106. 2. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 3. Fellowship of Christian Athletes c/o Sparks Construction, Inc. (Nolan Sparks), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. The permittee shall remove all signs immediately after the completion of the show. Sign removal should be accomplished by the end of 5PM on April 11, 2010. 6. The Permittee shall contact the City Traffic Signal Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 7. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 8. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), on Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest version of the California Manual of Uniform Traffic Control Devices (MUTCD). It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special ConditionsPage I oft PERMIT NO. 10010 FCA Amazing Grace Race / Traffic Control and Directional Signs/ Avenida Bermudas to Ave 52 to Jefferson Street to Ave 54 to Madison Street 11. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5`I' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 12. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. No excavation or backfill will be required on this project. Reapply if excavation is required. 13. All.landscapirig, irrigation, decorative rock, decorative concrete, lighting; etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 16. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 17. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions Page 2 of 2 DETOUR r000 rr All signs that are not on Type II or Type III - barricades will be portable type in addition all sign and cone spacing will refer to the chart below. (1) Reser io speatrc state requirements for work on stele Freeways arc =Te Ht51rAVys. (2) Posted Speed or observed operating speed (whichever is grezter). (3) Channalizer spacing shall be reduces in halt at areas «ftere work is taking place, on curves, or areas of head-on conflict - (4) Buffer space may be inserted in low speed urtan areas, should be inserted in high speed urban and rural areas, and shall be inserted in Local Agency Freeasys. Buffer space, when Inserted, should be increased on donngrades and should be kept Gear of equipment and materials, except Fora Shad= Vehicle. (6) Refer to Sectlon 8 far'Xigh Speed Situations. Silver Rock Way The FCA Amazina Grace Race 1/2 Marathon Route to Andalusia % Marathon Route Return 5K Race 0 Equestrian Path MINIMUM RECOMMENDED CHANNELlZER AND SIGN SPACING") SPEED'V NPH DINr=NSION A SIGN SPACINZ It :4 INNOISION 6 MN-VAA4 'G TAPER L tt W DRF --ION c A(iNYW SHTTM TAPER 42 L ti DWEI\ N D tANIbILIN, SHOULDER TAPER 11; L . R D R61ON SPACE Q MA)MUM CHANNELf2E2 SPACING TAP£Ra ft m MANIUM CHAINELIZER SPACiKr, TAT\GENTO It 25 1 125 40 123 OM 63 W 42. 13) 150 N 25 50 9 30 1 180 180 IM 93 W 63 fd7 285 W 1 30 .60 18 3b 245 1 235 123 0I 82 237 1 33 11 70 40 32+7 1{)6 320 (IM 16D W,1 107 ") 315 DOi l 40 80 • . . 450 1540 540 (1UR AM 4Q 180 378 1157 1 48 98 50 Ca 600 180 600 J1.8%200 M 446 130 1148 1 98 5693 6M 660 MM 3 100 N 220 6201 1 48 15)� 936DW 77D 720380 110 240 80) 1 46 s ea i 550' 780 70 ) '390 120 1 260 f&Z fi82. 0) I 48 1 98 LOW Freways0 1000 00 100D 500 OW 330 1 1000 48 Cl 98 ) pedestrians MIA NA 20 R 10 6 0 NIA NSA 3 1 6 M 8c,+dsas Usa Roadntiy 75 38 12I 25-__._'(8)_NIA KA...] 12 4 23 (1) Reser io speatrc state requirements for work on stele Freeways arc =Te Ht51rAVys. (2) Posted Speed or observed operating speed (whichever is grezter). (3) Channalizer spacing shall be reduces in halt at areas «ftere work is taking place, on curves, or areas of head-on conflict - (4) Buffer space may be inserted in low speed urtan areas, should be inserted in high speed urban and rural areas, and shall be inserted in Local Agency Freeasys. Buffer space, when Inserted, should be increased on donngrades and should be kept Gear of equipment and materials, except Fora Shad= Vehicle. (6) Refer to Sectlon 8 far'Xigh Speed Situations. Silver Rock Way The FCA Amazina Grace Race 1/2 Marathon Route to Andalusia % Marathon Route Return 5K Race 0 Equestrian Path All signs that are not on Type II or Type III barricades will be portable type in addition all sign and cone spacing will refer to the chart below. (1) Beier to specifrs SM -le requirements for work or, BMle Freg%Zr, and SlGta Kiitgbways. (2) Posted Speed or observed oiler siting sp2?d (, -A chever is gmatQt). (3) Charmefizer spacing shall be reduced in halt at areas 1.%t ere VIDA is t3shg pL�, on curves, or areas of head -an conitrt (4) Barter space maybe inserted in lour safBd titan areas, should be inseAcd in high speed toba l and rural areas, andsba9 to inserted in local Agency Freeways. Buffer space. Ether inserted should be increased on do-+anrades and should be apt claw of equipment and materials. ex-^.ept fora sh3dw.7 Vehicle. (5) NO& to Section 8 for';i1gh Speed Q t zl;iorp . Rosewood Ave. The Hideway C.C. Jefferson St. MINIMUM RECOMMENDED CHANNELIMR AND SIGN SPACING"' SPEED 'V A+IPI3M DINENSION A SIM, SPACWS ft :rel DIMENSION B WNiN,UM MERUNIG TAPER i. R r DRAE.NSION C NA'MA4 SITYnNG TAPER 112 L R DIMENS l D MIN}A+LU SHOULDER TAPER Z L in (MI DWBeON E WLIFFER SPACES R ftl {tiAXN41UN9 C8.4*Fii aOER its -rApmvt ft A4AXNUM CrLW%i `ii�l7E1R SPACM TANKENF01 25 1 125 40 1 125 (4C) 1 63 [A I 42 13) 1` 1 23 5tt 30 1 18'1c 1&0 60 SL'M Ifad' 2a5 1 3a .63 tlift 35. 245 fffi 245 123 'y 1 82 2257 35 V 1 70 am 40. 3 1#i 324 104 160 5rn 1 107 315 04) I Ott 4s� 50 1 540 1655) stG 180 •I 160 378 115) I 48 M9 1 98 50 ' 6M - 180 600 tep 3W 1 2W_-P)dG6 1 48 98 55� 660 ZCti) 6124 ) 3W 140' 1 220 w 525 JIW1 .48 ta I 98 724 ) --60. 114 1 240 598 184) 1 48 93. -' 7B3 4 M ) 390 1 1 264 fa 682 0) 1 48 5 < 1 w LOW AqWICY Frees to IWO 300? '1000 W 1501 300 140: I 10M I 43 05} S8 Padeojans I\rA . NA 20 (61 14 N 6 NA MA 3 1 6 &Wlism tkeRoadnoy SFgh R 75 c5 38 [1 25• WA N"A 12 25 (1) Beier to specifrs SM -le requirements for work or, BMle Freg%Zr, and SlGta Kiitgbways. (2) Posted Speed or observed oiler siting sp2?d (, -A chever is gmatQt). (3) Charmefizer spacing shall be reduced in halt at areas 1.%t ere VIDA is t3shg pL�, on curves, or areas of head -an conitrt (4) Barter space maybe inserted in lour safBd titan areas, should be inseAcd in high speed toba l and rural areas, andsba9 to inserted in local Agency Freeways. Buffer space. Ether inserted should be increased on do-+anrades and should be apt claw of equipment and materials. ex-^.ept fora sh3dw.7 Vehicle. (5) NO& to Section 8 for';i1gh Speed Q t zl;iorp . Rosewood Ave. The Hideway C.C. Jefferson St. 0 0 o a o 0 o = a r c��or�od�o 0 0 0 0 0 0 0 oa=o00 oi� o o s*� C== a== I== � o Ave. 54 U) o .�-- (D A? signs that are not on Type II or Type III barricades will be portable type in addition all sign and cone spacing will refer to the chart below. (1) Reierdo speapc state requirements tdrNvorx on stele ereeways and slate Hlgnways. (2) Pasted Speed or observed operating speed.(whichever is greater). (3) Channefizer spacing shall be reduced in hair at areas where work is taking place, on curves; or areas of head-on oontlici. (4) Buffer space may be inserted in low speed urban areas, should be Inserted in high speed urban and rural areas, and shall be fnserted in Local Agency Freev+ays. Buffer space, yiher, inserted, should be increased on downgrades and shou)d be kept dear of equipment and materials, except fora Shadan Vehicle. (5) Refer to Sewn 8 for *High Speed Situations'. 1/2 Marathon Route to Andalusia 1/2 Marathon Route Return 5K Race Q Equestrian Path 0 i D 0 D � D � D � �nog Madison MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING"' `S`SPEED ' MPH DIMENSION A' SIGN SPACM fl m) DIMSION 6 MdWIUM MERGING TAPER L R m DIMENSION C MINIMUM SHTTINGa TAPER 1J2 L ft D1M9�f",S, ION 0. MAMMUM SHOULDER TAPER 113 L fl m MENMAXIMUMVON E BUFFER SPACER it MAXIMUM CHANI�LIZER SPACING TAPERR fl m MAXIMUM CHANNajWR SPACWG TANGENT4 It 25 125 40 125 40) 63 42 jq 158 1 25 50 1 30 1 180 18D 90 M 60 (T0) 205 I' 30 .60 18 35 245 245 423 I a2 • 257 80 I 35 11 70 40 320 1 320 t 160 107 M 315 100 1 40 t 80. 450 540 (16M 540 1 270 160 378 11 1 48 t 93 SDP 600.. 186 600 190 .300 fA 200 446 130 1 08 t 98 55G9 6W (200) 6R) 200 330 100 1 22D 520 1 1 48 151 98 s0) 6DW 720 720 360 11D 1 240 598 160 1 48 11221 65K' 780 24 78D i 39"v I 260 682 0 I 48 1 98IN Local Agency Freev s" 1000 3001 1000 PA 500 1501 I 330 (10q 1000 ( 48 , ! 98 30 Pedeshiarss NA NA 20 R 10 I 6 NA NA I 3 1 6 8cds9 'Use Raadney 75 CA 38 '121 25. N'A NA 1T 4 25 (1) Reierdo speapc state requirements tdrNvorx on stele ereeways and slate Hlgnways. (2) Pasted Speed or observed operating speed.(whichever is greater). (3) Channefizer spacing shall be reduced in hair at areas where work is taking place, on curves; or areas of head-on oontlici. (4) Buffer space may be inserted in low speed urban areas, should be Inserted in high speed urban and rural areas, and shall be fnserted in Local Agency Freev+ays. Buffer space, yiher, inserted, should be increased on downgrades and shou)d be kept dear of equipment and materials, except fora Shadan Vehicle. (5) Refer to Sewn 8 for *High Speed Situations'. 1/2 Marathon Route to Andalusia 1/2 Marathon Route Return 5K Race Q Equestrian Path 0 i D 0 D � D � D � �nog Madison All signs that are not on Type II or Type I II barricades will be portable type in addition all sign and cone spacing will refer to the chart below 1}) rwrer ro specanp z=e repunemerns Ter. 1vard on amme rreaways ana state mign'A•ays. (2) Posted Speed or observed operating speed (whichever is greater). (3) Channel'¢er spacing shall be reduced In half at a eas vMero work Is taWng place, on curves, or areas of head-on oon0let (4) Buffer space may be inserted h lour speed urban areas, should be Inserted in high speed urban and rural areas, and shall be inserted In Leval Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept Geer of equipment and materia Is. except for a S hadoa Vehicle. (6) Refer to Section 8 fcr'Hlgh Speed Situations'. Weiskopf Via Puerta Azul Calle Azul f�OO�P Q 0 The FCAAmazina Grace Race '/2 Marathon Route to Andalusia '/2 Marathon Route Return 5K Race 0 Equestrian Path Mery Griffin Way Kingston Airport BLVD. Legends Way Valhalla 4-, n 0 � MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACINIGM SPEED'S MPH m DIMENSION A SIGN SPACM It ml DIMENSION B MINIMUM MERGING TAPER L it m DIMENSION C MINIMUM SHIFTING TAPER 1Q L ft (ml DIMENSION D MINIMUM SHOULDER TAPER' 1B L R m DWENStON E BUFFER SPACE 14 it' m MAXIMUM CHANNELIZER SPACING TAPERol ft m MAXIMUM CHANNEUZER' SPACWG TANGENT It 25 '. 125 40 125 40) 63 42 13 1513 25 50, 9 30 180 60 180 460 90 DO 60 12D 205 1 30 .6D 18 35 245 '245 123 82 257 35 11 70 40 320 IOD '320 1 t60 107 N 1 315 10 1 40 13 SO. 451e 540 (16M 540 1 2-70 160378 11 48 t 98 f30 50 600 186 60D 180 306 200 448 130 4815j fl8 55 663 66D' 330 100 22D M 520 165 48 ss s0) 600 720 72D 360 110 1 240 5 S98 180 1 48 15198 05el 780 780 ) 390 12D I M 9q 682 210 1 1 48 ('5) 98 Lon) Agency F f9 1000 300 1000 500 150 330 1 1000 48 15) 98 30 PedesMS art N'A WA 20 10 1 NFA NA 3 1 6 8100M Use ROQdAay 75 38 (2) 25• NA WA 12 4 28 1}) rwrer ro specanp z=e repunemerns Ter. 1vard on amme rreaways ana state mign'A•ays. (2) Posted Speed or observed operating speed (whichever is greater). (3) Channel'¢er spacing shall be reduced In half at a eas vMero work Is taWng place, on curves, or areas of head-on oon0let (4) Buffer space may be inserted h lour speed urban areas, should be Inserted in high speed urban and rural areas, and shall be inserted In Leval Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept Geer of equipment and materia Is. except for a S hadoa Vehicle. (6) Refer to Section 8 fcr'Hlgh Speed Situations'. Weiskopf Via Puerta Azul Calle Azul f�OO�P Q 0 The FCAAmazina Grace Race '/2 Marathon Route to Andalusia '/2 Marathon Route Return 5K Race 0 Equestrian Path Mery Griffin Way Kingston Airport BLVD. Legends Way Valhalla 4-, n 0 � 0 � a � f p � 4 p � D 4 p c 0 0 4 4 Q n n n Ave. 58 Turn Around Area Andalusia i•