Loading...
Sandy Lk Cross L3-CS 890228~ Kimley-Horn and Associates, Inc. 12660 Coit Road, Suite 200, Dallas, Texas 75251 · (214) 386-7007 Raleigh, Charlotte, Nashville, Virginia eeach, Washington, Dallas, Phoenix, ', West Palm Beach, Tampa. Orlando, Ft. Lauderdale, Vero Beach. Ft. Myers. Stuarl ! February 28, 1989 Mr. Russell Doyle City Engineer City of Coppell 732 DeForest Road Coppell, Texas 75019 Re: Restricted Left-Turn Access Sandy Lake Crossing Coppell, Texas Dear Russell: Per our discussion at our meeting on February 16, 1989, I am submitting this letter and the attached sketch concerning the preliminary design concept for a restricted left-turn lane on northbound Denton Tap Road between the existing median opening at Braewood Drive and the opening into Minyards/McDonalds. This design restricts median access to northbound left- turns from Denton Tap Road, serving a planned future driveway located in the vicinity of Station 157 + 60 (+) on Denton Tap Road. Kimley-Horn's transportation experts have reviewed the concept and determined that the median access design provides the necessary transition and storage capacity to accommodate up to about 350 vehicles per hour, given unsignalized operations. Such unsignalized operation permits safe and efficient ingress from arterials, particularly where the median access is located in close proximity (1,000 feet or less) to a signalized intersection, i.e. Denton Tap at Sandy Lake. The adjacent traffic signal operation will effectively create adequate gaps in the traffic stream whereby ingress vehicles may safely negotiate the required turn maneuver. Recommended standard design criteria for spacing of unsignalized access, published by the Texas Transportation Institute, specifies a limiting distance of 250 feet separation for arterials where the average running speed exceeds 35 mph. The proposed design satisfies this spacing criteria. The other significant criteria is related to provision of adequate sight distance for left- turn vehicles for running speeds exceeding 35 mph. The proposed left-turn lane provides for the necessary sight distance. Building client relationships since 1967 Mr. Russell Doyle February 28, 1989 Page Two We appreciate your assistance in the review' of this preliminary design as this left-turn is of very significant importance to the proper development of the subject property. Please call if you have any questions or comments. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. ~-,. Aames M. Kurtz, P.E. / Project Manager c:\wp\chargble\rdoyte, jmk\xt2 , ~SAw'6 REMOVE EXIST. ~'~J AsPIHALT 6:5'Z LT. OF ~_ I ~ ..,.:'~,~'1PAY ITEMS IOO, 104. h 1~.21 , ~ = ~R~PLACE ~ Z" TYPE"~' , 153 +25 ~ ~HMACP ON 6" FLEXBASE,~ ' RBC'D. IN~T ~ - IMATCH EXtST. I /~PAY iTeMS ~49,~40.~ ~ ~ - 511.19 ~ IGRADE I ~ ~ ~ ~ ~ ,. , O' ~ ~EPLACE 6' ~ m ICONC. DRIVE m IPAY ITEM 530.1 ~ . _ .. ...... ...... :... , ~ ,'~" ~TO BE RE. LOCATED, ~. ~" ..... :.' * BY OTHERS -,. ~ ...... ..: A .c~ov~I ~ r-: . '-' . ·I X=' '""""  ~ ~ ~ ~ :-ICONC. DRIVE '-;'1 I ' ,~ ' , ,:" ~.~ .' ~ 5~o. ks~.uL V I ' ' ' ,',,- ~ ~ ,,, / ~-., - ~ ,~. ~.:, -5'CURBIN~ I-IO'CURBINLETI~IED) ~ [P~YI ~T~S ~OO,~04T~ J ~' ~ : ~ . ~c.~m~.~6 w~ R~AR O~NmN~ ONe' ~ 'F; ~' :' :'; m - ~ '*~ ~. :; I~ SET R.R. SP ', EL. 514.67 .... _ _._.--~~.~ . I/ ~ '~ ) _ " I-I ' ' N _. . , .~,~. ....... 0 RECD. I L~ ~ ~""'~ ~ ·. I ~ ~ / ~ ,e:;¢ e ~ ~ ITO RELOCATED,I~ ' ~ f I~ i, ' I J ,REPLA~ ~6"REINFI STA. 159 +00 II + , ~MA~CF EX~S~I I I iCONC. ~IVE 'l I- I0' REC'D. INLET I I IqAw ~1¢ Rrn'O) ~ ~E I ~MATCH EXI~I - . . . ~-,, ~ =- ~- . r~ U?ILLTY I