county of el paso, state of colorado...revise the ramp layout to a parallel pedestrian ramp. see ecm...
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Revise the ramp layout to a parallel pedestrian ramp. See ECM Appendix F Detail SD_2-50.
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If the line of sight crosses onto private property, a "Sight Distance Easement" shall be dedicated to provide the required sight distance. The easement shall be dedicated to the County. Maintenance of a sight distance easement shall be the responsibility of the property owner or the association unless otherwise approved by the County. See Table 2-21 of the ECM for Intersection Sight Distance criteria. Unresolved. Callout or add a legend defining the hatched area. Also add a note identifying the limitations and responsibilities regarding the sight distance easement.
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Label. Is this to be removed or remain in place?
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Label. Is this existing or proposed easement.
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Label. Is this existing or proposed easement.
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Show and callout the proposed striping. along Meadowbrook Parkway. Unresolved. Label the proposed striping. Deviation request for the proposed striping between Marksheffel & El Jefe Lane is pending. The following are the County Engineer's concerns/comments regarding the deviation request. - Regarding the deviation from the ECM criteria for a significantly reduced left turn lane design, the proposed deviated design contains 80 feet (per the LSC marking plan) for the lane length and ~35 feet for the bay taper, resulting in a total length of 115 feet. The deviation form mentions the ECM criteria of 155 feet for the lane length and 160 feet for the taper, but suggests the 100 foot of storage is not necessary. However, the ECM states: “The design elements for a left turn lane are the bay taper, lane length, storage length, which in combination makes up the left turn lane.” The ECM left turn lane design elements, when added together, yield a total left turn lane length of 415 feet, resulting in the LSC proposed left turn lane design satisfying only 28 percent of the ECM left turn lane design length. Even if a lesser storage length is considered, per the ECM, which states: “Where the ECM Administrator determines that meeting the required storage length is impractical or results in an unsafe condition, the minimum storage length shall be based on the mean arrival rate, but in no case shall the minimum storage length be less than 50 feet.”, this still results in the LSC proposed left turn lane design being well below ECM criteria, satisfying only 32 percent of the ECM criteria (and this is complicated by platooning that would be created by the signal). It is important to note that the ECM describes the necessity of the left turn lane design elements: “The basis for designing a deceleration lane and taper is to provide sufficient length for a vehicle to decelerate and brake primarily outside the through traffic lanes.” and “The basis for designing the length of required storage is to provide sufficient length for vehicles to queue within the lane without affecting other movements.”. Therefore, a left turn lane design that is substantially less than established criteria inherently presents a risk to the traveling public. - Regarding the deviation review and decision form, under the “The deviation will not adversely affect safety or operations.”, there was no discussion regarding the grossly undersized westbound left turn lane design, but it does mention eastbound approach queueing. - Regarding the queuing analysis results, the PM 2040 background plus site queueing and blocking report showed a maximum queue of 67 feet for the westbound left turn which is close to the left turn lane length of 80 feet. - Based on the inherent public safety risks associated with a grossly undersized left turn lane design and the resulting queueing analysis which shows queueing that is close to the length of the left turn lane, it seems prudent to consider not allowing left-ins or possibly considering a design that would permit side-by-side left turn lanes in order to achieve a length that would be reasonably close to criteria. There may be other design alternatives that would allow
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SP-17-004
CIVIL CONSULTANTS, INC.
20 BOULDER CRESCENT, SUITE 110COLORADO SPRINGS, CO 80903PHONE: 719.955.5485
CLAREMONT COMMERCIAL FILING NO. 2
COUNTY OF EL PASO, STATE OF COLORADO
PRELIMINARY GRADING AND EROSION CONTROL PLAN
FEBRUARY 2018
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“ ”
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EX N MARKSHEFFEL ROAD
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EX MEADOWBROOK PARKWAY
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U.S. HIGHWAY 24
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(6390)
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(6385)
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(6395)
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(6400)
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(6405)
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(6410)
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(6415)
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(6420)
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6370
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6375
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6380
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(6380)
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(6380)
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(6375)
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(6375)
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(6370)
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(6370)
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(6385)
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PROP 42" ST0RM SEW
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PROP W/Q POND
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PROP 24" ST0RM SEW
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PROP 24" ST0RM SEW
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PROP 24" ST0RM SEW
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PROP 42" ST0RM SEW
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PROP 15' SUMP INLET
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(6420)
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(6415)
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L.P.
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L.P.
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PROP AT-GRADE INLET
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PROP AT-GRADE INLET
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PROP 4' SUMP INLET
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H.P.
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H.P.
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EL JEFE LANE
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MOGUL DRIVE
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REY PEZ STREET
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MOGUL DRIVE
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EX RETAINING WALL
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EX RETAINING WALL
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EX RETAINING WALL
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EX SAN SEWER
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EX CURB AND GUTTER
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EX UNDERGROUND ELECTRICAL
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EX UNDERGROUND ELECTRICAL
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EX SAN SEWER
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L.P.
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SF
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SF
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IP
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IP
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IP
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VTC
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VTC
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CWA
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SBB
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SBB
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SBB
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SBB
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EVL
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G
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T
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T
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EVL
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EVL
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SS
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SS
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SS
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SS
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ST
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ST
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D
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Y
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H
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D
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Y
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H
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D
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Y
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H
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E
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T
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SS
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ST
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PROP 4' SUMP INLET
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EX 48" ST0RM SEWER ROUTED TO SAND CREEK CHANNEL
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EX 10' TYPE R AT GRADE INLETS
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EX 10' TYPE R AT GRADE INLETS
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EMERGENCY 32' WIDE SPILLWAY CREST ELEV=6367.99
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DIVERSION SWALE
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DIVERSION SWALE
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DIVERSION SWALE
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DIVERSION SWALE
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20' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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20' DRAINAGE ESMT
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15' DRAINAGE ESMT
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10' DRAINAGE ESMT
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20' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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10' DRAINAGE ESMT
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TRACT B
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TRACT B
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SF
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SF
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IP
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IP
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SF
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DIVERSION SWALE
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SF
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SF
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SECTION 5
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SECTION 8
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SECTION 5
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SECTION 8
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PROP 36" ST0RM SEW
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EX WOOSLEY HEIGHTS
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EX 42" STORM
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EX STORM MH
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TYPE "D" CDOT OUTLET STRUCTURE 8.66'X2.91'
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1" =
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0
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Scale in Feet
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60'
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30
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60
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120
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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PROJECT NO.
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FILE:
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HORIZ:
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DATE:
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\dwg\Eng Exhibits\PGR&EC.dwg
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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File: O:\42008A\MeadowBrook\dwg\Dev Plan\Preliminary Grading Plans\PGR&EC.dwg Plotstamp: 2/9/2018 1:58 PM
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CLAREMONT COMMERCIAL FILING NO. 2
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PRELIMINARY GRADING AND EROSION CONTROL PLAN
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42-008
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CMN
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CMN
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VAS
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1"=60'
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N/A
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2-9-2018
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SHEET 1 OF 1
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GR&EC01
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FLARED END SECTION
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INLET
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CROSSPAN
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STORM SEWER PIPE
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EXISTING CONTOUR
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FLOW DIRECTION
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(6920)
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%%uLEGEND
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EMERGENCY OVERFLOW DIRECTION
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EXISTING FLOW DIRECTION ARROW
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PROP CONTOUR
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6920
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HIGH POINT
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H.P.
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LOW POINT
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L.P.
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GRADING AND EROSION CONTROL NOTES: 1.CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND A PRECONSTRUCTION CONFERENCE IS HELD WITH DEVELOPMENT SERVICES INSPECTIONS. 2.STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF SITE WATERS, INCLUDING WETLANDS. 3.NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS TO REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. 4.A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUED PRIOR TO COMMENCING CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THE RESPONSIBILITY OF THE DESIGNATED STORMWATER MANAGER, SHALL BE LOCATED ON SITE AT ALL TIMES AND SHALL BE KEPT UP TO DATE WITH WORK PROGRESS AND CHANGES IN THE FIELD. 5.ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL BMPS AS INDICATED ON THE GEC. A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO COUNTY WILL BE HELD PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COORDINATE THE MEETING TIME AND PLACE WITH COUNTY DSD INSPECTIONS STAFF. 6.SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER FINAL GRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED AND ESTABLISHED. 7.TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO STANDARDS AND SPECIFICATION PRESCRIBED IN THE DCM VOLUME II AND THE ENGINEERING CRITERIA MANUAL (ECM) APPENDIX I. 8.ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING BMPS IN CONFORMANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE DRAINAGE CRITERIA MANUAL (DCM) VOLUME II AND IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN (SWMP). 9.ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ANY EARTH DISTURBANCE OPERATIONS, SHALL BE INSTALLED AS DEFINED IN THE APPROVED PLANS, THE SWMP AND THE DCM VOLUME II AND MAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE OPERATION. 10.ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCES SHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME. 11.ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCE AREA SHALL BE DESIGNED TO LIMIT THE DISCHARGE TO A NON-EROSIVE VELOCITY. 12.CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 13.EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. 14.BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY EL PASO COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES. 15.VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OF IMMEDIATELY. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE. 17.THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AND STORMWATER APPURTENANCES AS A RESULT OF SITE DEVELOPMENT. 18.THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS. 19.NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED. 20.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 21.NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER OR NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER OR IN THE DITCHLINE. 22.INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE (TITLE 25, ARTICLE 8, CRS), AND THE CLEAN WATER ACT” (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (NPDES, FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL, STATE, OR COUNTY AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY. 23.ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 24.PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. 25.A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND. 26.THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY ENTECH ENGINEERING, INC. # 76021 JUNE 1, 2011. AND THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY ENTECH ENGINEERING, INC. # 76021 JUNE 1, 2011. AND SHALL BE CONSIDERED A PART OF THESE PLANS. 27.AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT: COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION WQCD - PERMITS 4300 CHERRY CREEK DRIVE SOUTH DENVER, CO 80246-1530 ATTN: PERMITS UNIT
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EL PASO COUNTY FILE NO. PPR 17-004
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SILT FENCE
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VEHICLE TRACKING CONTROL
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VTC
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CONCRETE WASH-OUT BASIN
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CWA
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INLET PROTECTION
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STRAW BALE DITCH CHECK
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SBB
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24"
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EARTHEN RIDGE
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DS
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N.T.S.
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UNDERGROUND ELECTRICAL
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L
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C
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ROW
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ROW
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50' R.O.W.
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30' PAVEMENT
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5' ATTACHED SIDEWALK BOTH SIDES (4" THICK)
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2%
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2% TYP.
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2%
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2% TYP.
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URBAN LOCAL CROSS SECTION
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EPC TYPE A CURB & GUTTER
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5.0'
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2.5'
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2.5'
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2.5'
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5.0'
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PUBLIC IMPROVEMENT & UTILITY ESMT
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SCALE:NTS
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HOT MIX ASPHALT
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ASPHALT BASE COURSE
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PUBLIC IMPROVEMENT & UTILITY ESMT