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SW1301-PN140110 CONSTRUCTION PLANS FOR 2 A H IDU 1-_, A n Aco-) A ID) kr - n g D D3 - M 1-- 1 n) A _ ML-. J 0 0 0iqn Hi 0 L J A A Nff A W L_J 0 0W ° _1 __, ° 0 g,\Ru LE 0° 0 PREPARED BY THE ENGINEERING DEPARTMENT CITY OF COPPELL, TEXAS CITY COUNCIL Karen Hunt:Mayor Tim Brancheau: Mayor Pro Tern ITT LVIIT INDEX OF SHEETS A__ .0. % - = Sheet Number Sheet Title Sheet Description Aaron Duncan Gary Roden / (xf ./ ���,i�,l t y 1 COVER SHEET c> —�M ��v]� W s 2 GENERAL NOTES Wes Mays Bob Mahalik t� �� )t I 3 QUANTITIES Arab ul LL `Jane ��s V*0 4 KEY MAP Billy Faught Marvin Franklin , W� -:' a`` i���aLC— `,� ��1 1 lan li Jr , 5 TRAIL&CONDUIT PLAN 1 OF 5 i r ■ I ° WWW EN n ''"'�" 1 d I ` 6 TRAIL&CONDUIT PLAN 2 OF 5 ■1.1 i gleb)3(1.- 7 TRAIL&CONDUIT PLAN 3 OF 5 1 u° �� -A p xu.- , 8 TRAIL&CONDUIT PLAN 4 OF 5 CITY MANAGER .� �►�� ,r.�,^vr s� `s �\ ��� t F 9 TRAIL&CONDUIT PLAN 5 OF 5 r� MUld lo ��� �� to 10 DRIVEWAY DETAILS Clay Phillips ° f s. \ I ROAD �1 I �� O F 1 ni iiiiiiiiiIr— :0 i I -ITE ,..x. N ( ft- DIRECTOR OF ENGINEERING/PUBLIC WORKS • _® I r •/,,,,`P •• `'•Fd.9,1 Ken Griffin,P.E. } \\ I`' •`�f '/* • • " •*r/ \\ J KEITH R. MARVIN J m �%-o:• 89388 ,rte Cif (l x IONA��~`~ )/J67/ Y JULY2013 SW13-01 SANDY LAKE ROAD HIKE & BIKE TRAIL EXTENSION FREEPORT PARKWAY TO ROYAL LANE 1/6/2014 J) GENERAL NOTES 11. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE BEGINNING 23. THE CONTRACTOR SHALL USE THE CITY OF COPPELL STANDARD W 1. ALL DIMENSIONS AND COORDINATES ARE TO BACK OF CURB UNLESS EXCAVATION. CONSTRUCTION DETAILS FOR ALL CONSTRUCTION UNLESS NOTED I OTHERWISE NOTED. OTHERWISE. O 12. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE 2. BARRICADES, TEMPORARY PAVEMENT MARKINGS, AND SIGNS REQUIRED SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCE BY THE USE 24. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER OF BAR CHAIRS OR OTHER APPROVED SUPPORTS. POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT AS PART OF Cl) FOR SAFETY CONTROL OF TRAFFIC, PROVIDED BY THE CONTRACTOR IN THE TPDES CONSTRUCTION PERMIT SUBMITTED TO TCEQ. WORK MAY NOT Z THE TRAFFIC CONTROL PLAN AND APPROVED BY THE CITY ENGINEER, 13. ACCESS TO ABUTTING PROPERTY DURING CONSTRUCTION OF THIS BEGIN ON THIS PROJECT UNTIL AN APPROVED SWPPP IS ON FILE WITH SHALL BE MAINTAINED IN GOOD CONDITION UNTIL THE COMPLETION AND PROJECT MUST BE MAINTAINED FOR EMERGENCY AND LOCAL TRAFFIC. THE CITY. 0 ACCEPTANCE OF ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY AND -{ CONSTRUCTED IN ACCORDANCE WITH TMUTCD. 14. STREET INTERSECTIONS, AS REQUIRED BY THE ENGINEER, WILL BE KEPT 25.THE CONTRACTOR SHALL NOTIFY THE CITY AND UTILITY COMPANIES AT OPEN TO THE TRAFFIC BY PAVING ONE-HALF WIDTH AT A TIME. LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION THAT MIGHT I- 3. NO WORK SHALL COMMENCE WITHIN THE EXISTING STREET D RIGHT-OF-WAY WITHOUT A TRAFFIC CONTROL PLAN SUPPLIED BY THE AFFECT THEIR UTILITIES. CONTRACTOR AND APPROVED BY THE CITY ENGINEER. CONTRACTOR 15. THE CONTRACTOR SHALL CONTACT THE CITY AT LEAST 48 HOURS PRIOR m SHALL NOTIFY THE CITY OF COPPELL, ENGINEERING DEPARTMENT AT TO ANY DETOURS AND SHALL RECEIVE APPROVAL PRIOR TO 26. VERIFY LOCATIONS OF ONCOR UNDERGROUND FACILITIES BEFORE LEAST TWO (2) DAYS PRIOR TO BEGINNING WORK WITHIN THE IMPLEMENTATION. BEGINNING EXCAVATION. IF NECESSARY, DIG TEST DITCHES TO o ( ) DETERMINE ACTUAL FIELD CONDITIONS. CALL 214-486-4245 TWO RIGHT-OF-WAY, OR BEFORE PERFORMING ANY WORK THAT WILL 16. PAVEMENT CONSTRUCTION SHALL COMPLY WITH CITY OF COPPELL PAVING WORKING DAYS PRIOR TO EXCAVATING IN VICINITY OF ONCOR COMPANY D OBSTRUCT OR IMPEDE THE NORMAL FLOW OF TRAFFIC. STANDARDS AND DETAIL SHEETS. FACILITIES. C) 4. CONTRACTOR SHALL NOT UNLOAD MATERIALS OR STORE MATERIALS, 17. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH A.D.A. AND 27. PRIOR TO BEGINNING CONSTRUCTION IN THE AREA OF VERIZON = PERMIT WORKERS TO PARK, NOR PARK EQUIPMENT WITHIN THE STREET TAS REGULATIONS FOR SIDEWALKS, CROSSWALKS, DRIVEWAYS, PARKING, TELEPHONE UNDERGROUND FACILITIES CALL 972-578-3354 TWO - RIGHT-OF-WAY WHERE STREET IS OPEN TO PUBLIC TRAVEL WITHOUT ETC. BARRIER-FREE RAMPS SHALL BE CONSTRUCTED PER CITY OF WORKING DAYS IN ADVANCE OF WORK. IF NECESSARY, TEST DITCHES m PRIOR APPROVAL OF THE CITY OF COPPELL, ENGINEERING DEPARTMENT. COPPELL DETAILS. WILL BE DUG TO VERIFY ACTUAL LOCATIONS AND CONDITIONS. m 5. SUBGRADE MATERIAL SHALL COMPLY WITH CITY OF COPPELL PAVING 18. FRANCHISE UTILITIES TO BE RELOCATED BY OTHERS PRIOR TO 28. CONTACT TIME WARNER CABLE FRANCHISE AT 214-320-5435 48 HOURS R=' STANDARDS AND DETAIL SHEETS. CONSTRUCTION. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HRS. PRIOR TO BEGINNING CONSTRUCTION SO THAT THE LOCATION OF PRIOR TO CONSTRUCTION FOR FLAGGING AND VERIFICATION OF ALL UNDERGROUND LINES CAN BE MARKED. CO 6. FILL MATERIAL WHEN TESTED IN ACCORDANCE WITH ASTM D-698/THD UNDERGROUND UTILITIES. T-99 SHALL BE PLACED IN 6 TO 8 INCH LIFTS COMPACTED TO 95% OF 29. CONTACT TRI TEX (ATMOS) GAS COMPANY AT 972-233-2536, 48 HOURS m THEORETICAL DENSITY WITH A MOISTURE CONTENT AT MINUS 2% TO PLUS 19. WHEN GRADING PARKWAYS, CONTRACTOR SHALL PRESERVE TREES WHERE PRIOR TO BEGINNING CONSTRUCTION IN THE PROXIMITY OF ATMOS GAS 4% OF OPTIMUM. THE APPROVAL OF ANY DEVIATION FROM THE ABOVE SHOWN AND MAINTAIN DRAINAGE FROM ROW TO BACK OF CURB. FACILITIES. REQUIREMENTS WILL BE MADE ON A CASE BY CASE BASIS BY THE CITY CONTRACTOR SHALL OBTAIN CITY APPROVAL ON ALL PARKWAY GRADING. 70 ENGINEER. 30. CONTACT ONCOR ELECTRIC COMPANY AT 214-486-4245, 48 HOURS D 20. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS PRIOR TO BEGINNING CONSTRUCTION IN THE PROXIMITY OF ONCOR I- 7. CONCRETE PAVEMENT THICKNESS SHALL BE MINIMUM 8 INCHES AND OR ALONG ANY NATURAL DRAINAGE WAY, WITHOUT APPROVAL BY THE ELECTRIC FACILITIES. HAVE MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI. CITY ENGINEER. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN m AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR 31. CONTACT AT&T TEXAS AT 214-464-4095. 48 HOURS PRIOR TO X 8. ALL PAVEMENT HAND POURS AND IRREGULAR SECTIONS SHALL CONTAIN ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE BEGINNING CONSTRUCTION IN THE PROXIMITY OF AT&T FACILITIES. -h A 3600 PSI CONCRETE WITH A MINIMUM OF 6 SACKS OF CEMENT PER MATERIAL AT HIS OWN COST IF THE CITY SO DIRECTS. CUBIC YARD. ALL CONCRETE MIXES SHALL CONTAIN CRUSHED ROCK z 32. THE CONTRACTOR IS REMINDED OF HIS RESPONSIBILITY TO PROVIDE A AGGREGATE. FLY ASH WILL NOT BE PERMITTED FOR CONCRETE 21.NO TREES SHALL BE CUT EXCEPT ON SPECIFIC AUTHORITY OF THE TRENCH SAFETY PLAN AS PER NCTCOG SPECIFICATION ITEM NO. 1.24.3, - PAVEMENT MIXES. OWNER, AT THE LOCATIONS SHOWN ON PLANS. "TRENCH SAFETY". THIS DOCUMENT IS TO BE SUBMITTED TO THE CITY 0 9. ALL CURBS SHALL BE 6 INCH INTEGRAL CURBS. 22. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND AT THE PRECONCONT CONTRACTOR CONFERENCE OR PRIOR TO THE AINTA OF z CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH TRENCH SAFETY m 10. THE SPECIFICATIONS FOR MATERIALS AND WORKMANSHIP SHALL CONFORM CONSTRUCTION AT ALL TIMES. TO "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION", PLAN, AND WITH CITY STANDARDS, TEXAS STATE LAW, AND OSHA m PUBLISHED BY NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, STANDARDS. m FOURTH EDITION, UNLESS OTHERWISE NOTED. m O 0, --H CONDUIT INSTALLATION NOTES z > c.T �7 >I 1. ALL GROUND BOXES PER TXDOT ED(3)-03 WITH "TRAFFIC" ON LID. U 2. CONDUIT SHALL BE 2" SCHEDULE SO PVC OR HDPE DR11, GRAY IN D U COLOR. I 3. CONTRACTOR SHALL INSTALL MULE TAPE WITH INTEGRAL TRACER WIRE. ��~O` � 1 -I 4. MINIMUM DEPTH OF BURY SHALL BE 30". . P.'''�''' '''. 1 D IA KEITH R. MARVIN Ph N ? -0% 89388 / D �rr.11,<<--,,„.��`''.../cENS .����,.C'/ m o i10N L ��t / /r 0 I 0) m z 7/12/2013 Fri Y n,IPRa xOTF� PROJECT > Q 1.EXISTING UTILITY DATA AMO ALL OBSTRUCTIONS SHOWN ARE PROVIDED FOR INFORMATION __ SCALE: HIKE& BIKE TRAIL EXTENSION NO. I- L ONLY.AND ARE SHOW AS ACCURATELY AS POSSIBLE. THE CONTRACTOR IS CAUTIONED THAT T M t C 1 T Y • O F 1 THE OTT DOES NOT IMPLY OR ASSUME ANY RESPONSIBILITY.FOR THE ACCURACY OF THIS DATA T.THE CONTRACTOR IS TO VERIFY THE LOCATO!AND ELEVATION O THE EXISTING UTILITIES COPP GENERAL NOTES ELL DESIGNED:KRM SW1 3-01 z y PRIOR TO CONSTRUCTION. O A S.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER CLEARANCE BETWEEN ANY *' DRAWN: KWR S WATER.SETTER,AND STORM DRAIN CROSSING. II ,-'`', a `7- SHEET m ♦ALL WORK SHALL BE IN ACCORDANCE WTN THE CITY CP COPPEII'S DESIGN STANDARDS T E- y `q° DATE:7/12/2013 (n AND LPENO CATIOxs. x ° ° L N DALLAS CITY OCO COUNTY,TEXAS 2 OF 10 S.ALL IN T'O OTHER UTILITIES SNAIL BE CONCRETE ENCASED 10 OTHER g SUE Q THE CODUCTN NO. REVISION BY DATE PATH:sw>of Cv_cN.aa 1 SW13-01 - SANDY LAKE ROAD cn ITEM No. DESC. STD UNIT 1A 1B 2A 2B 3A 3B 4A 4B 5A PLAN *BID DETAIL QUANTITY QUANTITY 1-1 MOBILIZATION LS 1 u.i I 1-2 FURNISH, INSTALL, AND MAINTAIN PROJECT SIGNS EA 1 0 1-3 PREPARE AND IMPLEMENT TRAFFIC CONTROL PLAN LS 1 > PREPARE AND IMPLEMENT STORM WATER POLLUTION 1 z 1-4 PREVENTION PLAN LS o -< 1-5 SAWCUT, REMOVE & DISPOSE OF CONCRETE (ALL SF 954 35 554 1543 2000 THICKNESSES) D 1-6 CONSTRUCT 6" REINFORCED CONCRETE TRAIL SF 1979 3355 3990 3688 3665 3535 1331 21544 24000 m 1-7 CONSTRUCT 8" REINFORCED CONCRETE PAVING WITH SY 35 35 100 0 INTEGRAL CURB > o 1-8 CONSTRUCT 6" REINFORCED CONCRETE DRIVEWAY SF 1226 139 927 2292 2600 _ 1_9 CONSTRUCT 6" REINFORCED "STAMPED" CONCRETE SY 18 18 40 m PAVEMENT 1-10 CONSTRUCT VARIABLE HEIGHT SIDEWALK RETAINING LF 52 149 290 294 59 844 950 oi WALL I-11 FURNISH & INSTALL 2" PVC CONDUIT LF 201 500 500 500 500 500 363 398 312 3774 3900 m 1-12 FURNISH & INSTALL GROUND BOX EA 1 1 2 1 1 3 1 10 11 z _D 1-13 FURNISH & INSTALL 12 STRAND CORNING ANYLAN LF 236 510 510 520 510 510 570 535 581 4482** 4600 r FIBER rn 1-14 FURNISH & INSTALL CORNING SPH BOX EA 1 >< 1 -15 RELOCATE EXISTING FIRE HYDRANT EA 1 2 3 3 m z 1-16 RELOCATE EXISTING WATER METER EA 1 1 1 C O 0 1-17 ADJUST EXISTING VALVE BOX TO GRADE EA 1 2 3 3 Z Y 1-18 RESTORE DISTURBED AREA LS _ 1 -U a REPAIR, REPLACE, MODIFY AND RESTORE EXISTING 1 rm� w 1-19 IRRIGATION SYSTEM LS _o - 0 c 1-20 REMOVE AND RESET STREET SIGN EA 1 2 1 4 4 -i 1-21 REMOVE & RESET CITY WAYFINDING SIGN EA 1 1 1 0 'BID QUANTITY INCLUDES ADDITIONAL CONTINGENCY TO ALLOW THE ENGINEER/INSPECTOR TO ADJUST TO ACTUAL FIELD CONDITIONS. PAYMENT WILL BE MADE ON ACTUAL QUANTITY INSTALLED IN PLACE AS MEASURED BY > �, THE OWNER. � **PLAN QUANTITY INCLUDES 10 FEET EXCESS FIBER AT EACH PULLBOX AND 25 FEET EXCESS FIBER AT EACH TRAFFIC SIGNAL CABINET. �' " P�E"" 1 -< • KEITH R. MARVIN 0 0 N r-o• 89388 :�-/ D IiISS�CNAL•E :" D 0 i�\\A�■∎~`V"ftcr m rn 7/12/2013 /� GMT RAI NOTTS - O I.EXISTING UTILITY DATA ANO ALL OBSniULTIONS SHOMJ ME FRONDED FOt NFOtMAnOI SCALE:1"=500' HIKE& BIKE TRAIL EXTENSION PR N NO. D 6a ONLY.AND ME SHOWN AS ACCURATELY AS POSSIBLE. THE CONTRACTOR IS CAUTIONED THAT .5 THE OTT DOES NOT IMPLT OR ASSUME 0RY RESPONSIMLITY FOR THE ACCURACY OF THIS DATA. T H E • C 1 T Y • O F 2.THE CONTRACTOR IS TO VERIFY TOE LOCATION AND ELEVATION 6 THE EXISTING ATLASES COPPELL DESIGNED:KRM QUANTITIES SW1 3-01 -I 66 PMOR TO CONSTRUCT.. A }THE CEWERACTOR 5 FESP RAIN C OO PRONDE ROE PROPER CLEARANCE BETWEEN ANY w;yaSy it•CyY 0:',e--**_ DRAWN:KWR H 9 WATER,SEWER.AND STORM DRAIN CROSSING `�' �t . SHEET m # ALL WORK SHALL RE IN ACCORDANCE MIH THE OTT OF CORRELL'S DESIGN STANDARDS l E tAr • '. 9° DATE:7/12/2013 (f) 0 AND SPECIFICATIONS. X A A . + ° CITY OF COPPELL �ORSINGT TAN 2 CD OnfR UTILITIES SHALL BE CONCRETE ENCASED O HER I g ROE OF THE CONTACT.T. NO. REVISION BY DATE PATH:SW SLR SOEWALK.DWG DALLAS COUNTY,TEXAS 3 OF 10 1 1 L.._ f - - • A \ I : I / y i 1 1 1 ;/ I \ \ . j / L 1 I . \ ° 1 i I ii I __ O \\\\ 1 1 I I . •\ W SANDY LAKE Z m i RD- 1 SHEET SHEET SHEET SHEET SHEET SHEET SHEET - — E `'t so°. 1000• — H ...E� CO ._. — — 9 OP 0 f 1 5 TCP 5 BOTTOM 6 TOP 6 BOTTOM 7 TOP 7 BOTTOM 8-'r 8 BO TOMII • j ; J( .............N >- I -H cr _I Y C Ct \ 0 • I� a l ~ j > < Z I o 0 w o o Z m • 00 I • i w Q U rrl I I z 1 I I I m (n — 0 • 0 I — Z I T•• ,•_J J 1 — o I / ----_. • r� n ..........._� - 0 • oL J _ _ r-) \ ( i / ( / \\\ 'O 1 1 ____T_____] I,..................... I • � /........,, �F• �r _...-J 1- •• D • ..F Xi 1 I ......... \ *: :* . L_ 1 .*ri -._...._. ■ i I Y�" KEITH R I 1 3 0 • M 89 8 ��� • N T i 1 T' } I -.-----1---1- __ -1---1- 1 k 1 1iJ ANAL ��� r- Pi 7/12/2013 1 GENERAL HDTES �ry ��,—w rt I ,,.v�e•t..eti w E/� � � PROJECT 1.EXISTING UNIT,DATA AND ALL OBSTRUCTIONS SHORN ARE FRONDED FOR NFCRMATION SCALE:1"=500' �MYr£lilI■ IFLEJ18/ INL(A/YF11'\IIWFl7Y 1pl I 25 ONLY.MD ARE SHORN AS ACCURATELY AS POSSIBLE. THE CONTRACTOR IS CAUTIONED THAT T FI E • C I T Y • O F \ (TI A THE Ott DOES NOT IMPLY CR ASSUME ANY RESPONSIBILITY FOR THE ACCURACY O THIS DATA 2.THE CONTRACTOR IS 10 VERIFY THE LOCATION AND ELEVATION O THE EXISTING UTILITIES COPPELL DESIGNED:KRM KEY MAP SW 13-01 -< 5 PRIOR To CONSTRUCTION. iA 3.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER OEARANCE BETTEEN MT -- ,"A 4,. ,,vim : v DRAWN: KWR 9 WATER.SUER.AND STORM DRAM CROSSING . s." * ` 3F SHEET D 1.ALL WOW SHALL BE IN ACCONDANCE MTH THE Ott Of COPPELL'$DESIGN STANDARDS T p"AM" ,y.�'.A? q° DATE 7/12/2013 Y MO SPECIFICATIONS ... n a S D CITY OF COPPELL SIDE OF THE CONFLICT.CONFLICT. 2'O OTHER UTILITIES SHALL BE CONCRETE ENCASED 10'EITHER DALLAS COUNTY,TEXAS 4 0, 10 ALL 1 4 NO. REVISION BY DATE PATH:sm3-01 SLR voEwALN.DwG i II 5 6 7 j 8�^9 6 -- — -- -.. I ��•�1=I11111111T0LA��—_� SANDY i I I r nF aLTr O � KEY MAP (f)1 W. SANDY LAKE RD. A D -- -__._� PULL PROPOSED FIBER OPTIC I THROUGH EXISTING CONDUIT TO t 1979 SF 6" CONCRETE F- r TRAFFIC SIGNAL CABINET d — SIDEWALK > \ - -��..- 52 LF VARIABLE HEIGHT _ < .... ;,;r„ __- ____ _.-. -` z;_. - _.;_ ..._. � _....- __-_ �s RETAINING WALL — L.;1- ,r+,• __. _... .: -- -�c c, __ ........ W W I \ CURB OUT- ... _. rrl /� ± , zo a o I z% 1 1 i (n O I 1 - . 1 T1 �'1 ; �, ,`• X ROW INS CONDUIT 1 . l �.✓ > TALL(1) 2 CONDU / � W y I a ,__... A.I ,... !+ .i "� & FIBER OPTIC W _ / -'S..--, -__-.. \ .,-.-- , - CONNECT PROPOSED \.-.1. --.-_ .... _-___ ---- - 201 LF ___-__ _--. -_ fTl x Y, r'v ,� -CONDUIT 0 EXISTING r ` - / t: ;l-- -I: f - TRAFFIC SIGNAL CABINET : Bock of Curb ` %� ' !t, , y ,L 1 - 1 INSTALL FIBER OPTIC ' _ -......._-_— �_ ONLY f \ ' I ` 0 L r= r, ,` ----- H2C ENTERPRISES ISES INC CU I C , _ I I s1� W SANDY LAKE RD LEGEND• r I 01 I rri / � I x ( " 6" CONCRETE TRAIL I / r n r I I i I ( — 6" CONCRETE DRIVEWAY X rh I�jj/1 8" CONCRETE PAVING (f) Q z RETAINING WALL -,„ ,T., �, — N-,, t_ _ .�,. i,_- l CONDUIT & FIBER OPTIC m FIBER OPTIC ONLY :y W. SANDY LAKE RD. <-:,� GROUND BOX r , I _REMOVE AND REPLACE 954 SF 6" , -1..----'1'. 1'�`..1 za 1310 SF 6" CONCRETE .1„:„. -.,_i,_ __._ Y I CONCRETE AND INTEGRAL CURB _, _ Y SIDEWALK D , ZJ - 150 SF 6" CONCRETE I SAW CUT,. J - 1895 SF 6" CONCRETE 1 FULL�DE RELOCATE WATER METER • • • Q SIDEWALK \ SIDEWALK I 8. SOUTH RELOCATE EXISTING FH Q y INSTALL(1) 2" CONDUIT r ADJUST EXISTING 3' SOUTH AND ADJUST 0 W W — _;x5 ""' ' `. ;" - & FIBER OPTIC ... _-- "` ........ .......... ., ,.' _-- ... VAULT TO FINAL WATER VALVE BOX TO co > , 0 W _.__ ..._. ...-... .. ZOO LF .xi .TYPE,"A" TYP,.E, _ •.. .,.,__. ... GRADE FINAL GRADE W z = ... - - -- .--_. ....... ,.�. .... -,- ... 111 J J / .. 'r, O W o za' ao'• cn S I f - - p I- _ '- ' ; • '", - Jf' `PROPOSED SIDEWALK ROW , '. \ I ~�\ ..; E :' I ( f.::R RELOCATE EXISTINGw,, J Q f- . ._ ,. ,°�. i _ : EASEMENT 1 } :,- ,. \ - ,.2i - 5 �_s_ ,r - �_.......• ^. , -._STREET SIGN, I W 0 r7 ,_ y i* ;:.� - _ I It. I I _ INSTALL(1) 2"CONDUIT. \ • U �•� W ; � .4 ; i1 _____ ._<_. ____. -.__. °..�'H2C EN ERPRISESINC ;' _— - ...-- xr 3 1 _ .., &FIBER OPTIC j h ' r '� V7 �s~' D W __ T l n (n 989 T� PTRS — / y 1 ti _ 300 LF Q ' � ____ _ - W SANDY LAKE RD SEE DRIVEWAY DETAIL j Back of Curb :::::. j 'I 1 r .. 201, ( .._- _»BIZ-n __- ._._ //� f 1 — L, a ON PAGE 9, DRIVEWAY DETAILS 1 \ NORTHR,OINT'DR t i i y r L .r- _wr a I . `Bock of Curb - * Z f, tom_ 1' / fTl•�� ��6 ; °° KEITH R. MARVIN , I — A� V ■ �1r 4� o 89388 :�� o r �`� �� FS.,, ENS c;,.. 1 = It R' C\I \ I I i 1 i C • I,' < C7 F3 7/12/2013 z i. PROJECT Q FFFF �R"'"��5 HIKE& BIKE TRAIL EXTENSION ,.EXISTING UTILITY DATA AND ALL OBSTRUCTIONS SHORN ARE PROVIDED FOR INFORMATION SCALE:1"=20' NO C 2 ONLY,AND ARE SNO,M AS ACCURATELY AS POSSIBLE. THE CONTRACTOR 15 CAUTIONED THAT T M [ - C 1 T -II • O O F i THE E T DOES NOT IMPLY OR ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA COPPELL _ 3.THE CONTRACTOR IS TO VERIFY THE LOCATION AND ELEVATION K THE EXISTING UTILITIES DESIGNED:KRM TRAIL & CONDUIT N D U I T PLAN SW 13-01 T I PRIOR TO GONSTRUOnON v WIER CONTRACTOR.AND IS TTORRNM DRAIN TSSI GLADE THE PROPER CLEARANCE BETNEE0 ANT '„ * , DRAWN: KWR 1 OE 5 SHEET I- °E D a ALL SPECIFICATIONS.SHALL BE N occc00ANCE MTH THE 010 or CWPELL'S DESIGN STANDARDS a.0,','. ^ DATE:7/12/2013 Z 5.A L CRSSINGS k n a ° CITY OF COPPELL I SIDE a THE CONFLICT.N Y p OTHER UTILITIES SHALL BE CONCRETE ENCASED td OTHER DALLAS COUNTY,TEXAS 5 OF 10 PATH:SM,D-0,AR BOEM.DAG I NO REVISION BY DATE I j J u) 5 6 7 8 911 ________.__._ -- ' e=re��f=TG�LTi■ ANDY LAKE R KEY MAP (n -- :., . z _3990 SF 6' CONCRETE RELOCATE EXISTING FH SIDEWALK WATER VALVE BOX TO (' F-- D RELOCATE EXISTING FH W. SANDY LAKE RD. r AND TO FINAL WATER VALVE 149 LF VARIABLE HEIGHT FINAL GRADE W Ln BOX TO FNAL GRADE _ —TYPE 'A' TYP. RETAINING WALL W = LLIz .. 1 ........ -._. --.. .. ___. ............ _ - - _- _z rn J W os .. ..` .', .. .E" .L >f f , 12. 1113%... '11.13% . d� .. O i o zo' ao' P �� "'. ROW y .;} ;� ';' i� t / 'c'• - �' / .:� \t i"- 1- (n o c t z ( / 1 — \ t._ mm.+` r 1" \ �d L If t Y < 4 < J : ��AO ' .� 6PPEL NILE LTD its.__ r ,' ' , , l f ' ;' INSTALL(1) 2 CONDUIT/ �5 zo1 w z W ti ✓ INSTALL (1) Y CONDUIT r - i t.,. t,..; — _. O i I k FIBER OPTIC T +-� —"� NORTHPOINT DR �. / :1 Il' I - � 5 j 6 1 7 8 91I u r.a,.u:,r n -u A 0 x.,oc=�-� k a .a ,rr - — x:_�,,.,,., _— _ W.,., A LA E RD r W — - r_ r3 ~ 5i i — KEY MAP cn -- D z _1677 SF 6" CONCRETE 0 RELOCATE VALVE SIDEWALK —1988 SF 6" CONCRETE BOX W. SANDY LAKE RD. 175 LF VARIABLE HEIGHT SIDEWALK 5 LF VARIABLE HEIGHT_ F—RETAINING WALL RETAINING WALL LEI > I- CQ _114 LF VARIABLE HEIGHT —TYPE"A" TYP. 1-1-1 LLI W RETAINING WALL J •.. y >r ROW + q..Ji �_---.'`{ IL �,. ;-'\ ..,. ,,�1, .. ROW v-, .. < '� ~ , T _ i 2 I 1 • t I :T'--,a_ ✓-� INSTALL(1) 2 CONDUIT r M s y . INSTALL(1) 2" CONDUIT / } ■ I / t AMBERPOINT DISTRIBUTION / O ,2_1 _ W �_ Y — & FIBER OPTIC --/ t` _ •� t . -• 825 &FIBER OPTIC W (n - W SANDY LAKE RD 358 LF 142 LF ., � W Backof Curb t Back —... ..... ...... ............ ____. .................. _-. _ _--_ ____. ____. .......- fTl —_- ''.- o Curb ' V 1, " R''4 1 CU �_ k LEGEND — 71„> - - -sC 2, ........... ___5` - - . ''-- -- ,u 21 ....... -ys:. n _ „-,F, B T,-PD —__..._ W-8_ E w:.W ,.. WIT� V,I 6 CONCRETE TRAIL -- — - - ...-- - D i 1 6" CONCRETE DRIVEWAY X rri j jj�o 8" CONCRETE PAVING __ 0 z _ RETAINING WALL T:'.: er .. .-.v_ _ k _ _ CONDUIT & FIBER OPTIC rri -- ,. ■...■ FIBER OPTIC ONLY - W O __-�- — GROUND BOX I REMOVE AND REPLACE 554 SF 6" O CONCRETE AND INTEGRAL CURB -.---- ---"-"" 0 FULL DEPTH 2919 SF 6" CONCRETE Y 616 SF 6" CONCRETE SAW CUT SIDEWALK > lr Q SIDEWALK W. SANDY LAKE RD. RELOCATE EXISTING RELOCATE EXISTING F— a© / SIGN CITY WAYFINDING SIGN I D W W 59 LF VARIABLE HEIGHT TYPE "A" TYP• O W W RETAINING WALL ----- ----- W i i. v 1 6;79 7 — W - I i Z _ �� — Icy U 4 % O 77 v 4 r,f O I C. r .' r ROW f .a l \ 'l,,,, \._.,� t 1 .+- - L< - —' / - n-' -." r I— '2,,\__'REMOVCIRICK AVERS (.: `� i _/ � �11�. `�'t ■. r -, ` J ,.% w I >_: I, r \ , REMOVE EXISTING / INSTALL(1) 2 CONDUIT , .s 1 = .. ' - I ' 1 _ O N) AND REPLACE WITH 18 SY �r -i � ..,SIGN ` AMBERPOINT DISTRIBUTION L.; FIBER OPTIC '� 1 ' Y r W '4'''b'���� W 6" STAMPED CONCRETE - `' 825 _ (n r �"` ..'Si DRIVEWAY DETAIL ! L 333 LF - - a 01 LA Bock of Curb W SANDY LAKE RD \ } '" 's •• D (n (n Back of Curb .ON PAGE 5. DRIVEWAY DETAILS _ ,....\` / P. . _ C INSTALL(1)2" CONDUIT ./ A I ' , I 1 ', t \L-- •4 •••� �� dE FIBER OPTIC / Av '-,,_,1 [ I e.i v.� i * • A\ E # z 167 LF G�% \,^ ° I ( l,>>r_ �.._...,.- .............. — ri, I . ;F, <. r KEITH R. MARVIN 0 I • _. r 89388 / -I 7 /VP, Yrh r, W R H S., r .. ,,�a •- . � ��r (2/\*.;�/ S� . ✓ D 7/12/2013. OZ L=NERAL G UNL HIKE& BIKE TRAIL EXTENSION PROJECT 1.DOSING UWLITY DATA AND ALL OBSTRUCTIONS SHOWN ARE FRONDED FOR INFORMATION SCALE 1"=20� N0. C 6•A ONLY,AND ARE SHOWN AS ACCURATELY AS POSSIBLE. THE CONTRACTOR 4 CAUTIONED THAT T X [ - C 1 T T • O F ,pppy THE OTT DOES NOT IMPLY Oi ASSUME ANY RESPONSIBILITY FOR THE ACCURACY O'THIS DATA. 2 2.THE TO I5 10 VERIFY THE LouWON AND ELEVATION R THE DUSTING URINES COPPELL DESIGNED:KRM TRAIL & CONDUIT PLAN SW13-01 — I 5�T PRIOR i0 CONSIRUCWON, ,may v x 3 THE CONTRACTOR IS RESPONSIBLE TO PRONDE THE PROPER CLEARANCE BETWEEN ANT 2,°y �i$1t.. , ,d;� u c„,y, DRAWN:KWR 3 OF 5 SHEET r Y HATER,SEWER,ANO STORM ORNN CROSSING A 6 ALL WORK SHALL BE IN ACCORDANCE WITH THE are OF 0033015 DESIGN STANDARDS T fY p '1�1 4 D DATE:7/12/2013 •AND SPECIFICAnas n s + ' CITY OF COPPELL Z OF THE CONFLICT. NO. REVISION BY DATE I 5.ALL CROSSINGS 001HIH 2'OF OTHER UTILITIES SHALL BE CONCRETE ENCASED TO'EITHER SIDE PATH:sn3-o1 SLR vDEWALK.Dnc DALLAS COUNTY,TEXAS 7 OF 10 i \ 6 —� \ .......x e i.,4. .....-.. __..-W< _s.:L,..Y.,� W R 1:�_ (••.sD ............... -- w n aS..n_�av - _— _____ _.-___ ___ MM= == r _i5 ___ ___ - _ __ — —_...— ......' — - .-- ....Il.' = SANDY LAKE : f __� t � ' n r • _..._—._ —_W'z-rta -`—�- _ k,✓]. ....... xTR _�_...._—_— ....__ ....._ O rrrrtS T`"N C 1 w j W. SANDY LAKE RD. IA KEY MAP D 1 1 • z 1 I I Ij CONNECT PROPOSED ,' PULL PROPOSED FIBER OPTIC ' CONDUIT O EXISTING Bock of Curb ___—_ --‹ GROUND BOX --- "-- _ /��- SIDEWALK SF 6• CONCRETE—RELOCATE VALVE BOX TRAFFIC EXISTING CONDUIT TO II j-_„ -- r SIDEWALK TRAFFIC SIGNAL CABINET — ---- -- _ ._._ —. - - ----" --- _- D ._.... _ , ! jdf _ — ROW 71 _:.,� fit, 7.1 �� \ _ ° 3 .- .. r i - .. ..� .. - - _ c,120' 40• O `_,,- d _' INSTALL(1)2• CONDUIT w _ � r I t — r \ �'' f--ar / / & FIBER OPTIC INSTALL(1)2• CONDUIT ° ROW J �� \ �r 196 LF I I _ / ER OPTIC /T CONNECT PROPOSED \ w /i /'" — \ ) 168 LF Back of Curb . CONDUIT O EXISTING ` fTl 1 j __ ..... _..... ......... —. GROUND BOX t 't( } F AMBERPOINT DISTRIBUTION - INSTALL FIBER OPTIC 825 I ONLY `*c-. W SANDY LAKE RD I 1 141 LF R' • LEGEND m I — a \ • 6" CONCRETE TRAIL D r \.I ; ) 6" CONCRETE DRIVEWAY X• rri I,jj% 8" CONCRETE PAVING F 0 z LL RETAINING WALL — t, CONDUIT & FIBER OPTIC m pi i = _ ze — ` = I E R OPTIC O N L Y o- _ _ _ . W. SANDY LAKE RD. TYPE A TYP. GROUND BOX c) ■ —_ --__ > . — ask Cam...... s — >.;sD---- ""--- 5'—; i Back of Curb "/� INSTALL(1)2• CONDUIT _ > 0 ' ____-.-... ____... -. _ ........ _ _... .-..._ _ =,.,. _ BE OPTIC - _ Z7 Y i Back of Curb -�_----- -II ..... _.-I 56 LF - - Q ...- _.L... _........... _ _ _...... _______.— —_ 1 X11111 /1.15,1: w --- - __. 4k11 - - 1luu > o — —._..__._�_ R� t j� II _ '---.--.. _..._--.i�a ROW./ _I � 1 i - —___ _ '-_'.. ROW i -- . .. _.___. - —1-- I-- INSTAdLLFl(BER20P CONDUIT t f II NSfALL(1E 2' 11C CONDUIT G' —..... — ___ .__. ....... _ __ - TIC J _ 197 LF 51 LF 0 zo' 40' 0 — ° 1� z 0 INSTALL (1) 2• CONDUIT 1- ) , 1. !1 I,r _ W I I &FIBER OPTIC / I !=II I ! ! I m rI) 201 LF U i ._7 , 11, I Y I� -i 1����k■ D I r I o ! •Ur X11 r II r / 1 I r KEITH R. MARVIN I l; 1 , F II 0� 89388 —1 — I .- --.._ b _ ,, u) _15 61 7__ j 8 911 �.�1T=��Ri�,.-r rya SANDY LAKE RD f15 _f • x h wF ..-g';17.-1 O o KEY MAP (n D z 0 -< D rTl • l ''''..:1 _1 : 1 0 1 o , / ° PULL PROPOSED FIBER P11C I"' + ` / _ THROUGH EXIS11NG CONDUIT T0, z I / i TRAFFIC SIGNAL C:INET I T7—F�f( ,1 Fri I .JJ I..,• LLL _ LEGEND GO 1 , INSTALL FIBER OPTIC j/ ONLY 1 _ ..._ .._,.._,194 LF / 6 CONCRETE TRAIL i \ I � D q'. "" ..x" -- 6 CONCRETE DRIVEWAY X _ W SANDY LAKE RD. --- — M, Bock of Curb _ 1 __..... _ \ �j w,R a 8 CONCRETE PAVING z A' TYP. ...._- ... ..... — ---- w A z_..`,�. ....._._ i . - - \ �f /� 2/1 I Bock of--Curb \ RETAINING WALL �/ �� �. CONDUIT & FIBER OPTIC m 1 ROW \ I1 I I ( �pj / \� / \ INSTALL(1) 2•CONDUIT ! INSTALL t1 2 CONDUIT�d » /'i' _ ���dddd il FIBER LOPnc I _1 &FIBOERLOPTIC �%ll�� �ti rr �9 "\ ■�-�■ FIBER OPTIC ONLY II II I-�' ,. \ 1 I ( /CONNECT PROPOSED EXISTING ROW �7"�, .,�`; .. �J-` \` GROUND BOX 73 r ( 1 I a 1 ' GROUND BOX ,..._ �� '9,r� -I O I I III" i O \� �l I Il I �? \v ,. acrd � ,, . w II 4 ci II I • m i ,f'� � I; -I — f 'N 0 20' 40• _J I 0 it •I 11 \ \ o ,; II � .�■ 1 ' 0 0 *:; /\ ;* / Z • KEITH R. MARVIN 0 I 000-9;\ 89388 ::•�j it .... ....EN N 1, „SS/ ~OVAL + LO N 7/12/2013 z "`RA`"°�` HIKE& BIKE TRAIL EXTENSION PROJECT C 1.E%6TNC UTILITY DATA AND ALL OBSTRUCTIONS SHOWN ARE PROVIDED FOR INFORMATION SCALE 1”=20' OJ _ S Y.AND ARE SHOWN AS ACCURATELY AS POSSIBLE. THE CONTRACTOR IS CAUTIONED THAT T N IC • C 1 T Y • O W THE E C DOES NOT IMPLY OR ASSUME ANY RESPONSIBILITY TIN THE ACCURACY K THIS DATA. COPPELL z TRAIL & CONDUIT PLAN 2 THE CONTRACTOR s TO VERIFY THE LouAnoN AND ELEVATION a THE EXISTING UTILITIES DESIGNED'KRM SW13-01 5 PRIOR TO CONTRACTOR IS 5 OF 5 r A S.THE CONTRACTM 5 PESOOHSIBIE TO PROVIDE THE PROPER CLEARANCE BETNFEN ANY . DRAWN:KWR SHEET D WATER,SEVER,AND STORM MEN CROSONO E.ALL WORK SHALL BE IN ACCORDANCE V1TH TIE OTT OF COPPELL'S DESIGN STANDARDS 1E' X A"' N: B M° DA 7E:7/12/2013 z t AND BPECIFICATDNS CITY OF COPPELL 5.ALL OE N z a OTTER ununcs SHALL BE CONCRETE ENCASED to'EITHER DALLAS COUNTY,TEXAS OF 10 "I V SIDE a H CONFLICT. NO REVISION BY DATE PATH: NNWOLT.D11G SHEET 1 989 H2C E\ TERPRISES INC SHEET 1 H2C ENTERPRISES I \C ± , 1 : I o :5 EAST DRIVEWAY DETAIL EAST DRIVEWAY APPROACH (\. T. S. ) 6 -- .... .....-7 8 9 � ' ANDY a-. •Jf. SAWCUT AND REMOVE AND w 3 ?E / REPLACE 954 SF 6" CONCRETE x a !, m� l _ 4 AND INTEGRAL CURB ° 8• 6' FULL DEPTH SAW CUT KEY MAP E,. 516.17 515.97 515.93 TP TP . \ cA 0 TP > - e' 516,17 . ' :515.99 �' BC �, DRIVEWAY APPROACH .1? TP. CC. v.•. I_ N.T.S. v U•A d 516.61 16 9 Jp6.'LJ�• , d•\,. -_. •,........ FULL DEPTH SAW CUT T V Tp.,: 515 23 516.43 a\ I 517.85 3 BEGIN REGRADING OF DRIVE I- • d > 516.61 TP. '�• 517.25 FULL DEPTH SAW CUT. • • .1 a TP \. J END REGRADING OF DRIVE \ X 1 D9 '"I .e 7.90 t 516.39 m x v 516.23 515.99• -- - 516.6•��516 57 , 576.49 X16 40 I I 10.75� TP TP TP TP EG F° ////.0///////////////// ' //®G�. 2.0-�� 8.00% II 516:3 9• 1 � //.y�///�� ��o D ROW 517941 > 51738 517.87 I I I I 17 25�51 .20 T 517.67 EG 1 BC -TIP z : II z ,5IL TP T ' BC = a_ i L 1 T7 .T 8.00 TRAIL 3 } _w_L,_L �, ■t -I 1T.-�a s B.00'BRICK PAVERS 7.8' Y � I> I"l ar.il S.SI L1-1�_III L�,.�,.-L.-rx - _ 1 STREET WITH M . 518.43 517.84 517.88 '517.76 518.27 6" CURB LEGEND , BC TP TP 'FP BC 517.88 - I � I 6" CONCRETE TRAIL m I ,1, 6" CONCRETE DRIVEWAY y i I E . W4+e r SHEET 3 AVBERPOINT DISTRIBUTIO\ SHEET 3 AMBERPOI\T DISTRIBUTIO\ 1%;i1 8" CONCRETE PAVING X MIDDLE DRIVEWAY DETAIL MIDDLE DRIVEWAY APPROACH (\ . T.S. ) RETAINING WALL m CONDUIT & FIBER OPTIC 5 ° RI■...■ FIBER OPTIC ONLY M FULL DEPTH SAW CUT al GROUND BOX m CD BEGIN REGRADING OF DRIVE ak -0 O FULL DEPTH 410 © -1 ° SAW CUT REMOVE AND REPLACE 554 SF � Q 6" CONCRETE AND INTEGRAL CURB w 519.05 518.96 518.94 FULL DEPTH SAW CUT D a TP TP TP END REGRADING OF DRIVE 7J - . ' 519.21 7519.05 518.99 518.97 518.96 1 ' D a. 4 9.00: " 1894 .. te .14 ° n 2.00%�• D • . - � 0.30 -< v • '519:32 ' ': 5].9:32 ......519.40 °a• v iI ,J TP9 54 TP 7P .TP9.46 .�d d �.J d t r�i����d���������/�������d������������ . . i �� �yAi `�l O 519.18 X k i.99 519.43 y `�• vi / PP 9•37. � 1J.38 L 519. 7' TP 2.P i• 519.53 T T TP L 1 it *••••• i'N , # D TP RCW 519.28 Z _ '. T *' 519.29 2 ,_ TP 519.19 519.21 519.21 / - 8.00 STAMPED CONCRETE 3.09 8.00 TRAIL KEITH MAR VIN 1 6'^ KE H R MA VIN y y 2 TP TP TP \ a STREET WITH Z REMOVE BRICK SAYER$ 519.21 \, 6" CURB 1-o\ 89388 •: m AND REPLACE WITH 164 SF .1 O �, �/ 010/.(/CENSR•. ��i/ I .6" STAMPED CONCRETE 'i \ y{ �� SSA• ••••••••' ��r 0 ZS ,. .r 1� • ,' , 0 A E�„ 7/12/2013 D LEHERAL NOlFS I.EXISTING UTILITY DATA AND ALL OBSTRUCTIONS SHORN ARE PROVIDED FOR INFORMATION SCALE: HIKE& BIKE TRAIL EXTENSION PROJECT NO. 2 ONLY AND ARE SHOWN AS ACCURATELY AS POSSIBLE. THE CONTRACTOR IS CAUTICHED THAT T N [ • C I T Y • O r CI Z THE CITY DOES NOT IMPLY ON ASSUME ANY RESPONSIBILI10 FOR THE ACCURACY OF THIS DATA. COPPELL THE CONTRACTOR 15 TO VERFT THE LOCATION AND ELEVATION OF THE EXISTING UTILITIES DESIGNED:KRM DRIVEWAY DETAILS SW13-01 PMOR TD CONSTRUCTION. _ - D ! 3.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER CLEARANCE BETvEEN MT DRAWN:DRAWN:KWR ---- SHEET 9 WATER.SERER,AND STORM[WMN CROSSING A ALL WORK 9100 BE IN ACCORDANCE MTI 110 CITY OF LOPPELL'0 OESIGN STANDARDS J f `' 9 0 DATE:7/12/2013 V i AND SPECIFICATIONS '� a L B CITY OF COPPELL S ALL CROSSINGS WITHIN Y R OTTER UTIUTE0 SHALL BE CONCRETE ENCASED 10'EITHER DALLAS COUNTY,TEXAS 10 of 10 .'� DOE a THE CONFLICT. NO. REVISION BY DATE PATH:sm3-m SLR vDEwALn.DWG