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Old Town-CS100406010) Keith Marvin - FW: Old Town Coppell 30% PDF's Page 1 From: Tricia Hatley <thh @freese.com> To: Keith Marvin <kmarvin @coppelltx.gov >, "kgriffin @ci.coppell.tx.us" <kgrif... Date: 4/6/2010 4:44 PM Subject: FW: Old Town Coppell 30% PDF's Attachments: Old Town Coppell 30% full set.pdf Ken and Keith - The full size drawings are being delivered to your office this afternoon. Attached is a pdf version in case you need it. These plans are at the conceptual level and do not have a lot of construction detail. We have been working on various elements of the detailed design and there are several items that hope to discuss with you at our meeting on Monday. Even though the callouts are not all there and the detailed design work has only begun, I am very interested in all the comments you might have. If you need additional sets to review or if you have questions about what you are looking at, please give me a call. Thanks so much for the opportunity to work on this great project. We sat down with Bill Peck this afternoon and talked about the architectural elements, etc so that our landscape designer could get a feel for the project. It is a really great project and we are pleased to be a part of its development. Thanks! Trish Trish Hatley Freese and Nichols, Inc. From: Dan Prendergast Sent: Tuesday, April 06, 2010 4:28 PM To: Tricia Hatley Subject: Old Town Coppell 30% PDF's Trish, Here's the full set of 30% PDF's that you can forward on to the client. Thanks, Dan This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. CONSTRUCTION PLANS FOR OLD TOWN COPPELL INFRASTRUCTURE IMPROVEMENTS CITY OF COPPELL, TEXAS T H E C 1 T Y O F COPPELL F A A S 1 a 9 MAYOR Doug Stover MAYOR PRO TEM — PLACE 6 Marvin Franklin COUNCIL MEMBER — PLACE 1 Tim Brancheau COUNCIL MEMBER — PLACE 2 Jayne Peters COUNCIL MEMBER — PLACE 3 Brianna Hinojosa — Flores COUNCIL MEMBER — PLACE 4 Marsha Tunnell COUNCIL MEMBER — PLACE 5 Billy Faught COUNCIL MEMBER — PLACE 7 Karen Hunt CITY MANAGER Clay Phillips DIRECTOR OF PUBLIC WORKS Ken Griffin P.E. APRIL 2010 PROJECT # XXXXXXX 30% SUBMITTAL S"" Sheet Tltle Number SHEET LIST TABLE 1 COVER 2 GENERAL NOTES 3 TYPICAL ROADWAY SECTIONS 4 HORIZONTAL CONTROL 5 MASS GRADING AND EROSION CONTROL 6 MAIN STREET STA 1 +DD TO 4 +DO MAIN STREET STA 4 +00 TO END WEST MAIN STA. 0+00 TO 3 +00 8 WEST MAIN STREET STA 3 +00 TO END 9 EAST MAIN STREET STA 1 +00 TO 3 +80 10 EAST MAIN STREET STA 3 +80 TO END 11 HOUSTON STREET STA 1 +0D TO 5 +00 12 HOUSTON STREET STA 5 +0D To END 13 TRAVIS STREET STA 1 +00 TO 5 +50 14 TRAVIS STREET STA 5 +50 TO END 15 BETHEL ROAD AND MAIN STREET INTERSECTION PLAN 16 DRAINAGE AREA MAP 1] OVERALL WATERLINE PLAN 18 SAN SEWER LINE A STA 0 +00 TO 5 +00 19 SAN SEWER LINE A STA 5 +00 TO END 20 SAN SEWER LINE B STA O +OO TO 5 +00 21 SAN SEWER LINE B STA 5 +00 TO END FREESE uau.t s� e:�, sit �e si aeH NOT FOR CONSTRUCTION uxo 111E YERM ERANRARR SEEM SPRCIPIGLLY IURMIRD ARM BAYS BEEN SEISRED BY NE OR UNDER NY RESPONSIBLE UPE6VERM AS BIRMG —U.— YO YEL4 ff.—. i f� 4l 22 (2i sP:o 11) T 2 a4 0o e Ere�� ��counLau�iE P.R. BANK BAY. GENERAL NOTES ALL DIMENSIONS AND COORDINATES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED, BARRICADES, TEMPORARY PAVEMENT MARKINGS, AND SIGNS REQUIRED FOR SAFETY CONTROL OF TRAFFIC, PROVIDED BY THE CONTRACTOR IN THE TRAFFIC CONTROL PLAN AND APPROVED BY THE CITY ENGINEER, SHALL BE MAINTAINED IN GOOD CONDITION UNTIL THE COMPLETION AND ACCEPTANCE OF ALL WORK WITHIN THE PUBLIC RIGHT –OF –WAY AND CONSTRUCTED IN ACCORDANCE WITH MUTCD STD. NO WORK SHALL COMMENCE WITHIN THE EXISTING STREET RIGHT –OF –WAY WITHOUT A TRAFFIC CONTROL PLAN SUPPLIED By THE CONTRACTOR AND APPROVED BY THE CITY ENGINEER. CONTRACTOR SHALL NOTIFY THE CITY OF COPPELL ENGINEERING DEPARTMENT AT LEAST TWO (2) DAYS PRIOR TO BEGINNING WORK WITHIN THE RIGHT –OF –WAY, OR BEFORE PERFORMING ANY WORK THAT WILL OBSTRUCT OR IMPEDE THE NORMAL FLOW OF TRAFFIC, CONTRACTOR SHALL NOT UNLOAD MATERIALS OR STORE MATERIALS, PERMIT WORKERS TO PARK, NOR PARK EQUIPMENT WITHIN THE STREET RIGHT –OF –WAY WHERE STREET IS OPEN TO PUBLIC TRAVEL WITHOUT PRIOR APPROVAL OF THE CITY OF CDPPELL ENGINEERING DEPARTMENT. SUBGRADE MATERIAL SHALL COMPLY WITH CITY OF CDPPELL PAVING STANDARDS AND DETAIL SHEETS. FILL MATERIAL WHEN TESTED IN ACCORDANCE WITH ASTM D- 698 /THD T -99 SHALL BE PLACED IN 6 TO 8 INCH LIFTS COMPACTED TO 959 OF THEORETICAL DENSITY WITH A MOISTURE CONTENT AT MINUS 29 TO PLUS 4% OF OPTIMUM. THE APPROVAL OF ANY DEVIATION FROM THE ABOVE REQUIREMENTS WILL BE MADE ON A CASE BY CASE BASIS BY THE CITY ENGINEER. CONCRETE PAVEMENT THICKNESS SHALL BE MINIMUM 8 INCHES AND HAVE MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI, ALL PAVEMENT HAND POURS AND IRREGULAR SECTIONS SHALL CONTAIN A 3600 PSI CONCRETE WITH A MINIMUM OF 6 SACKS OF CEMENT PER CUBIC YARD. ALL CONCRETE MIXES SHALL CONTAIN CRUSHED ROCK AGGREGATE. ELY ASH WILL NOT BE PERMITTED FOR CONCRETE PAVEMENT MIXES. ALL CURBS SHALL BE 6 INCH INTEGRAL CURBS. O. THE SPECIFICATIONS FOR MATERIALS AND WORKMANSHIP SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION PUBLISHED BY NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, FOURTH EDITION, UNLESS OTHERWISE NOTED. 11, VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE BEGINNING EXCAVATION. 12. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCE BY THE USE OF BAR CHAIRS OR OTHER .APPROVED SUPPORTS. 13, ACCESS TO ABUTTING PROPERTY DURING CONSTRUCTION OF THIS PROJECT MUST BE MAINTAINED FOR EMERGENCY AND LOCAL TRAFFIC. 14_ STREET INTERSECTIONS, AS REQUIRED BY THE ENGINEER, WILL BE KEPT OPEN TO THE TRAFFIC BY PAVING ONE –HALF WIDTH AT A TIME. 15, THE CONTRACTOR SHALL CONTACT THE CITY AT LEAST 48 HOURS PRIOR TO ANY DETOURS AND SHALL RECEIVE APPROVAL PRIOR TO IMPLEMENTATION. 16, PAVEMENT CONSTRUCTION SHALL COMPLY WITH CITY OF GOODELL PAVING STANDARDS AND DETAIL SHEETS. 17, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH A.D.A. AND TAS REGULATIONS FOR SIDEWALKS, CROSSWALKS, DRIVEWAYS, PARKING. ETC. BARRIER –FREE RAMPS SHALL BE CONSTRUCTED PER CITY OF CORRELL DETAILS. 18. FRANCHISE UTILITIES TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 FRS, PRIOR TO CONSTRUCTION FOR FLAGGING AND VERIFICATION OF ALL UNDERGROUND UTILITIES. 19, WHEN GRADING PARKWAYS, CONTRACTOR SHALL PRESERVE TREES WHERE SHOWN AND MAINTAIN DRAINAGE FROM ROW TO BACK OF CURB. CONTRACTOR SHALL OBTAIN CITY APPROVAL ON ALL PARKWAY GRADING. 20, NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG ANY NATURAL DRAINAGE WAY, WITHOUT APPROVAL BY THE CITY ENGINEER. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST IF THE CITY SO DIRECTS. 21, NO TREES SHALL BE CUT EXCEPT ON SPECIFIC AUTHORITY OF THE OWNER, AT THE LOCATIONS SHOWN ON PLANS. 22, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION AT ALL TIMES. 23, THE CONTRACTOR SHALL USE THE CITY OF CORDELL STANDARD CONSTRUCTION DETAILS FOR ALL CONSTRUCTION UNLESS NOTED OTHERWISE. 24, THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT AS PART OF THE LODES CONSTRUCTION PERMIT SUBMITTED TO TCEQ, WORK MAY NOT BEGIN ON THIS PROJECT UNTIL AN APPROVED SWPPP IS ON FILE WITH THE CITY. 25, THE CONTRACTOR SHALL NOTIFY THE CITY AND UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION THAT MIGHT AFFECT THEIR UTILITIES. 26, VERIFY LOCATIONS OF ONCOR UNDERGROUND FACILITIES BEFORE BEGINNING EXCAVATION. IF NECESSARY, DIG TEST DITCHES TO DETERMINE ACTUAL FIELD CONDITIONS. CALL 214- 486 -4245 TWO WORKING DAYS PRIOR TO EXCAVATING IN VICINITY OF ONCOR COMPANY FACILITIES. 27, PRIOR TO BEGINNING CONSTRUCTION IN THE AREA OF VERIZON TELEPHONE UNDERGROUND FACILITIES CALL 972 - 578 -3354 TWO WORKING DAYS IN ADVANCE OF WORK, IF NECESSARY, TEST DITCHES WILL BE DUG TO VERIFY ACTUAL LOCATIONS AND CONDITIONS. 28, CONTACT TIME WARNER CABLE FRANCHISE AT 214 - 320 -5435 48 HOURS PRIOR TO BEGINNING CONSTRUCTION SO THAT THE LOCATION OF UNDERGROUND LINES CAN BE MARKED. 29, CONTACT TRI TEX ( ATMOS) GAS COMPANY AT 972- 233 -2536, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE PROXIMITY OF ATMOS GAS FACILITIES. 30, CONTACT ONCOR ELECTRIC COMPANY AT 214- 486 -4245, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE PROXIMITY OF CROCE ELECTRIC FACILITIES. 31, CONTACT AT&T TEXAS AT 214- 464 -4095. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE PROXIMITY OF AT &T FACILITIES. 32, LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINAGE FACILITIES IN THE AREA OF STORM DRAIN CONSTRUCTION AND OTHER AREAS OF POSSIBLE CONFLICT WILL BE UNCOVERED TO DETERMINE EXACT LOCATIONS PRIOR TO START OF CONSTRUCTION. 33, REMOVAL OF EXISTING DRAINAGE STRUCTURES IS INCIDENTAL TO OTHER BID ITEMS AND SHALL INCLUDE ALL DRIVEWAY CULVERTS, EXISTING DROP INLETS AND STORM DRAIN PIPE AS SHOWN ON THE PLANS. 34, THE EROSION CONTROL PLAN SHALL BE USED BY THE CONTRACTOR AS A GUIDE. THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS GOVERNING EROSION AND SEDIMENT CONTROL. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CONTRACTOR IN ORDER TO COMPLY WITH REGULATIONS, TO THE CITY AT NO EXTRA COST. 35, PAYMENT FOR EROSION CONTROL SHALL BE MADE AT THE PRICE BID FOR EROSION CONTROL AND SHALL INCLUDE ALL MATERIALS, LABOR AND INCIDENTALS NECESSARY TO COMPLETE THESE ITEMS AND COMPLY WITH EPA REGULATIONS. IF MORE EROSION AND SEDIMENT CONTROL DEVICES ARE BEQUIRED THAN SHOWN, SUCH DEVICES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE CITY. 36, EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES. THEY SHALL REMAIN IN PLACE UNTIL AFTER THE NEW CONSTRUCTION IN THAT AREA HAS BEEN COMPLETED. 37. THE CONTRACTOR IS REMINDED OF HIS RESPONSIBILITY TO PROVIDE A TRENCH SAFETY PLAN AS PER NCTCOG SPECIFICATION ITEM NO, 1.24.3, "TRENCH SAFETY ". THIS DOCUMENT IS TO BE SUBMITTED TO THE CITY AT THE P RE CONSTRUCTION CONFERENCE OR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH TRENCH SAFETY PLAN, AND WITH CITY STANDARDS. TEXAS STATE LAW, AND OSHA STANDARDS. 38. STORM SEWER PIPE SHALL BE RCP, CLASS III, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. EMBEDMENT SHALL BE A MINIMUM OF 6" CRUSHED STONE BELOW PIPE AND SAND TO 12' ABOVE TOP OF PIPE, (SEE CITY DETAILS) 39, ALL CONCRETE USED FOR CONSTRUCTION OF STORM SEWER MANHOLES AND INLETS SHALL BE 3500 PSI CONCRETE AT 28 DAYS (MIN. 5.5 SACKS/Cy). 40, ALL CURB INLET TO BE DOUBLE – FORMED PER CITY REQUIREMENTS. 41, ALL CONCRETE COLLARS AND CONNECTIONS OF STORM DRAIN PIPES SHALL BE CONSIDERED SUBSIDIARY TO THE PRICE BID FOR RCP. 42, MAILBOXES WILL BE RELOCATED AS DIRECTED BY THE CITY ENGINEER AND IN ACCORDANCE WITH USPS REGULATIONS_ CONTINUOUS MAIL SERVICE SHALL BE MAINTAINED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE THE USE OF TEMPORARY MAILBOXES USED DURING CONSTRUCTION WITH THE USPS. THIS ITEM IS SUBSIDARY. COORDINATE POINT NUMBER, PROJECT LEGEND: (SEE TABLE, EACH SHEET, 5 PROPOSED B – EXISTING ASPAHLT PAVEMENT 1/111 EX. R.O.W. AND PROPERTY LINE – – TREES TO BE REMOVED REINFORCED 4' CONCRETE 01. LOT LINE RE 6' CONCRETE BRA E PAVEMENT EXISTING PROPOSED PROPOSED R.O.W. — – – — REINFORCED 8" CONCRETE PAVEMENT EXISTING GROUND O LEFT R.O,W. BUILDING LINE EXISTING GROUND 0 RIGHT R.O.W. SANITARY SEWER ` ss EXISTING GROUND C CL WATER PROPOSED TOP OF CURB PROPOSED CONTOUR MAJOR — 515 — STORM DRAIN PROPOSED CONTOUR MINOR 516 COORDINATE POINT NUMBER, (SEE TABLE, EACH SHEET, 5 FOR COOK D. INFORMATION.) BENCHMARK BM #4 Q CP D1 CONTROL POINT REINFORCED 4' CONCRETE SIDEWALK PAVEMENT RE 6' CONCRETE BRA E PAVEMENT PROP. 6" ASPHALT TRANSITION /DRIVEWAY PROP. GRAVEL DRIVEWAY REINFORCED 8" CONCRETE PAVEMENT REINFORCED 8' CONCRETE STAMPED ROADWAY TELEPHONE LINES T GAS LINES & METERS G OVERHEAD ELECTRIC LINES —EFE---7 FENCE — - - — 30% SUBMITTAL i �s4$o O OF Soper a `R' I J LJ J > QEd o r a- Jo b wU� O z LLJ > U > � U 00� > U V Q D J o� GN -1 2 OF X ZI FD 63' RAW t pl 9,5 6" e PA RK ING 6' 6 U PARKING oo�o 2% MAX y 6' INTEGRAL CDRB GL SAWED JDIM 6" PARABOLIC CROWN I PGL IMf CURB 200 6" .-29 MAX I �y n 4" REINFORCED CONCRETE SIDEWALK e UBGRADE 8" REINFORCED CONCRETE LIME STABILIZED S PAVEMENT (MIN. 3600 PSI) CONCRETE R SIDEWALK WITH N0, 3 BARS AT W = = S 8" C -C BOTH —5 W ST (62' B CZo° OHOLTON —B) Nor To SCALE (n ~ 59' BOB 1 3 ROw 44' B -B 1e' A PRKNG PARKING 6" SAWED J01 6' PARABOLIC CRDWN ( 1e 12,5 � 12s' I 9.5' _2 009 w O 6' PARKING SAWED JOINT 6" PARABOLIC CROWN 6' _J > > MAX I 6 INTEGRAL CDRB Of W cn pGL 6 INTEGRAL CURB 2% MAX � O — 1 8" LIME STABILIZED SDBGRPDE 1 8' REINFORCED CONCRETE 4" REINFORCED CONCRETE SIpEWPLK. NT ,MIN PSI) 4" REINFORCED WN, '18 C -C BOTH WAYS CONCRETE SIDEWALK z HOUSTON ST (44' B —B) oZLu Nor To SCALE I I 1 el El INN I fie' B -B 4 o O 9.5' 18 Y25 125 18' U C PARKING SAWED -N7 0" PARABOLIC CROWN PARKING 6" MA 29 MAX BP 1 6" INTEGRAL CURB pGL 2.OD 8" LIME I PGL TEGRAL CURB �2.D09 9 I STABILIZED SUBGRADE 8" REINFORCED CONCRETE C ONCRETE SIDEWALK INFO CED PAVEMENT B (MIN. 36DO PSI) 4" RE R CONCRETE SI DEWALK 1e o-C BOTH wan TRAVIS ST (62' B —B) 3 Nor To SCALE oG I 63 R 44' B -B 95 1B' - 125 2 12.5' 9.5 I. 6 - MAX, 0" INTEG OIN T 8" PPRPBDLIC CROWN INTEGRAL CU R B 6 fi 2 % M r 1 29 4" REINFORC" ED GRADE REIFT 8 NORCED CONCREE 4 " REINFO CED R SIDEW - CONCRETE SIDEWALK I PAVEMENT (MIN. 3600 PSI) D_ 3 BA CONCRETE LK BOTH WALS )TRAVIS ST (44' B —B — PARKING LEFT) NoT Ta SCALE Do,e All %A. 2D1D — 922R «m TI, N „IF,D,aw1�9=vCV— CPL— X�— TIPLD1 "JWR 63' RAW t OO t S- 44 B -B _ _ o 6 U oo�o I 1 8' LIME STABILIZED SUBGRADE 1 ' z '6 co CONCRETE SIDEWALK R �y n n W = = S W OTRAVIS ST (44' B —B — PARKING RIGHT) C CZo° Nor To scALE I I (n ~ 59' BOB 1 3 1e' A PRKNG PARKING 6" SAWED J01 6' PARABOLIC CRDWN ( 2" MAx I z _2 009 w O I _ 8" LIME STABILIZED SUBGRADE I _J > > 4o REI NFORCEO WA a 8 W Of W cn 18 C - BOTH R r a � O — wU— Q — oZLu EAST MAIN ST (59' B —B) o o O NOT To SCALE Y Y U U J Q Q 0 u u 18' *6' 9.5' 1° PARKING 8 - PARKING MAX PAT PG 9 MAX I I 4" REINFORCED e LIME STABILIZED SUBGRADE 8" REINFORCED CONCRETE & B ON K R K CCRETE SIDEWALK PAVEMENT (MIN. 3600 PSI) CONCRETE SIDEWALK WITH N0. 3 BARS AT 18" C -C BOTH WARS ONORTH IN ST (95' B —B) - N MA OT To SCALE G,,,,, MENNEN s HAMMOND STR ET PI - 0 20'40' 120' P -198 BM _ cP_le7 HA MO` STREET Bu- ' °_>�� - SCALE IN FEET o °`C cp I �w� SURVEY CONTROL POINTS C ¢ -¢mmp is =o I-J _ so�mep 3 I ' CONTROL POINT NV.11s 1 z" IRON Roo }I - WITH RED "RANDOM POINT" CAP 3 ry I to p- 116 N= 7032145.13501 E= 2426099.46036 1 1 ELEV. 515.19 CONTROL POINT No, 116 1/2 IRON ROD 0 I WITH RED RAN OOM POINT" CAP t E 5 230.11348 E= 2426092.84687 h 3 I I Q m S 5 1 y a 1 n ELEV.= slz4zo W= „ oo` PROPOSED - .. I: PROPOSED Q CONTROL PRINT N.A17 1 2 IRON ROD �i�'" "8° e to PROPOSED e1 - - - WITH PO INT" N69 ann� R.O.W. W RED RANDOM -24 26446 CA 78 R.O.W. N= 703323 P 3 P 4 f I a 8.66596 E= 24.42111 I I Y9 '�"/ J H RD.W. •. ;, I I J I ELEV. 513.85 Ld P WEST MAIN STR w __ __ R �aI 2 IRON ROD P ROP. R .O.W. PRO P.O.W CONTROL POINT NO.ns 1 /z° 4! g6 -- -- -- -- Q ,vp WITH RED "RAND POINT" AP (n 0� '\m: �� " N= 7033502.11130 E= 2426707.30509 y ELEV. 512.32 sss.00 - � 1 I I LPROPO'ED I CP -117 I 0 I CONTROL POINT D 1 2" IRON ROD 19 1/ H PROP. R.O.W. a E _ WITH RED 'RAN DOM POINT" CAP _ N= 7033065.94 570 E= 2426708.51204 LJ "s CP - 166 ( { I ( ! ELEV. 513.8 It + 1 - - PR _ O.W CONTROL POINT No.126 1/2" IRON ROD z R- 3 3 P ° LJ 0 �_ WITH RED "RAN OOM POINT" CAP w N= 7032191.36862 E= 24267 &7.29795 (n € O I� { r �� z; I III ELEV. 515.41 J > O � _ g p.° 6 _ 0 S � S.St ' 3 +0 ^�F - +OtlM_ CONTROL POINT No .186 1/2" IRON ROD x LJ O Of n'S3 - AD WITH RED" RANDOM POINT" CAP w Z m Iz F I 3. N= 7033 031 3 65 82 E= 2426411,36820 O Iy cf, T I ELEV 514.54 O w o.w. -._I I I CONTROL POINT N,187 1 12" IRON ROD a CJ PROPOSED 1 } .�.- .„. „.,.° WITH RED ° RANDOM POINT" CAP LJ > J CP -197 78 PROPOSED PROPOS M f y N= 7033021.07387 E= 2426083.52971 F, z F R.o.w. E AST MAIN ST REET PROP. R.O.W. jI 15 J 45.00 ELEV. 511.49 3: Z 1 PROP. P.O.W. - - - - - I R.O.w. Q O O O 1V l W I CONTROL POINT NPJ1 7 112" IRON ROD C 0 +00 - ] 06 WITH RED "RANDOM POINT" CAP IN vt; IY 10 ',. P N= 7032537.80722 E= 2426720.OD701 Y . 515.31 U SANITARY ELEV J u SERVE I� § _ - EASEE MENT A ° M CONTROL POINT N,198 1/2" IRON ROD ° P 1 PROP. R.O.W. QROP. R.O.W. R , O.W CP -116 WITH RED "RANDOM POINT" CAP Q 1 CP - ° ;� " CP - I ° I s N= 7032535.97527 E= 2426088.00002 PROPOSED PROPOSED 5' PROPOSED C ELEV. LL 63 WATERLINE 63 TT STREET ' BURNE Z R.O.W. EASEMENT R,OX I - - - � _ CONTROL PRINT 1 /z" IRON Roo WITH RED "RANDOM OM POINT" CAP 1 N= 7032544.71917 E= 2426940.17942 EX. RR.O.W. ELEV. 514.92 P FUTURE AL LEY t q 'P SE o mT Io PROPOSED�� Row. IP I BENCHMARKS SANITARY SEWER + §{ ay m k 13 T~ W BM -1, CHISELED SQUARE CUT T/C AT a F 5€ 5 EPa°EMENT s x� = CENTER OF INLET ON THE EAST SIDE K i 1 g x a i HAMMO STREET, 49.4' NORTH OF THE '" .�'� - e � - t, '� CP -202 9 is °j _ ;� � gm ��: � RL �li CENTER OF BURNS STREET � ELEVATION 514.97 BM -2, CHISELED SQUARE CUT T/C AT _ 5N �Ib CENTER OF INLET ON THE EAST SIDE - - - _ __ HAMMOND STREET, 609.4' NORTH OF THE _ - CENTERLINE OF BURNS STREET €§ a a c ELEVATION= 512.70 BM -3, CHISELED SQUARE CUT T/C AT CENTER OF INLET ON THE EAST SIDE Bu -4 HAMMOND STREET, 1145.2 NORTH OF - �` °'"'°' °`°'"" " "'"" " "°°' t THE CENTERLINE OF BURNS STREET - ELEVATION = 510.01 BM -4. CHISELED SQUARE CUT NORTH -- CURB OF PRIVATE DRIVE, 78.6' EAST OF - THE CENTERLINE INTERSECTION OF coPPEU ROR souTH WITH BURNS STREET ELEVATION =51721 BM - 5' CHESELED SQUARE CUT CORNER - OF PARKING LOT. ELEVATION 514.78 SHEET HC -1 30% SUBMITTAL 5E0 4 of x Dole. A oe, NI. - ISI3 UI , wvF1D,a .1�,�1CV- CPL- PL- HOPZ,J ., 0 20 40' 60' 120' - ® � $ B $ SCALE IN FEET " Ao w� ° == s I - - - �� S a i s C N6x� �I s P T s, s vM � � I s 5 ,5 m � s, s a s J h I O gt4 2 s s H Z I s - - Z O le ~ o s F- P m W W U I S 516 W T MAIN REET I I J � 5� J � O < 0 > s ' a O J O B LC wU— W e s e w - s F > i h w D - s oZ � a 2 �� U � � �n sl is _ LL ROAD o O Q E o MAI C7 s1a �a Z 5 I J � 518 Q — H 517 S ° O < � Z_ N T MA N�TREET °Y Ln U — I� 5 T BUR STREET rl I EF � g E 5 6 I I (I I I 5� 1 I W i 5 � o F I I I I 1 i o i m "a N - � OLD TOWN COPPELL EARTH WORK j CUT (CT) FILL 11 IFEET 24593 26034 1441 (FILL) GR -1 30% SUBMITTAL seR. s OF x E- A, oe, NI. - -13 FIe, wvFTD,a .,�C�TCV- CPL- PL- GRAOOl.awg 27B= JOE STUART SHIRLEY V. 97076, P.3 D. R. D.0 T. 4 0 BETETH H EL � Ib-- E ROW M I 0 0. p 3 ($ #00 1 +00 F ' f— . C o a SCALE: HORIZ:1 " =20' VERT 1 " -4' 525 HASSAV RELOCATE *AFFIL KHOSRAVI, VOL, 98117, PG. 3 m W CONTROL BOX 420, D.R.D.CT. a� - OCATE �I WA ER METER - F W PROP. R.O.W. Y R 3 U I U O 3 a � MAIN S RE ET EX PROP LINE VI Ld - - -- `- - - - -- Wx 520 _2 #00 ^ _ _ '47'53_ 6 _ 3 + I -� 4 J W = an ABA�DO E 0.O d I PRO IT o ❑ VA T 0 arc ADJUST SS MIT DEMO EX B ILDING TO GRADE I - - REMOVE GAS ABANDONED RELOCATE TRAFFIC GAS ME ER CONTROL BOX CHADICK CAPITAL \L.P. CHADICK CAPITAL, LP. V.99114, 1 P.B135 0 RELOCATE VOL. 99114, PG. 8117 615 COPPELL 1; I ^ WATER MET R D.R.D.CT. \ d EDE BETHEL 525 SCALE: HORIZ:1 " =20' VERT 1 " -4' 525 520 I 520 p - a PRO OsE To I 5�5 - I F (n 575 _ - -_ -' J 51 0 . 510 _ _ j U I Q 505 505 > I 500 500 O ¢s4g� o Spy% g ym W= 8 O O + Z � W ::5 O a O Joy + wU� oZLu H U � � O � U W V W O IF- H U) Ul � Z L� Q Z a � � M,,,,, MENNEN PROPOSE 15' w R.O.W. W TEXAS, VOL. 2003094. PG 797 m TRACT II, D.R.D. C?, J PROP. R.O.w. Q r MAIN STREET r N W � W W = _ _ 5 ate LL 5+ + , 0 Z 565.51 J W � a } STA 1 +00. ST 00 WEST M STREET= PROPO E0 11 REMOVE / SA 4 +26.71 TRAVIS STREET R.f1.W I P�AB�DON ED I 1 N= 7032504:90 6 L4GFT STANDARD I T I E= 24263 -8 8 REMOV STANDARD E ABANDONED = a I I LIGHT C _ C 0. T of oe I} S 5 +65.51 MAIN ST NORTH= + °x S 5 +60.36 HOUSTON STREET a \ U) I N= 703307512 a E= 2426514.41 s5 5 55 ss m RIF 1 N14753w °'> 2 +0o CITY OF COPPELL. - — - 5 1 - t 6 TEXAS, VOL 2003094, r 566 00 PC, 797 1 1 w W w TRACT I> �a G rot m /�' z cn � PROP. R.o.w. - RIF seE sHT T -1 r" W W W DO El 1' m PRO . R.O. CITY of coPPELL. — + qw. + r , TEXASVOL. 2003094, PG. 79], RE O E TEx S G. 79] MV T. I / /, I ABAN DONEq I I I TRACT II, D.R.D.C.T. i I / LIGHT STANDARD z -- CITY OF COPPELL, VOL. 2003094, PG. 797, TRACT II, D.R.D.CT- w \ \ \ ~ W s5. ss SS N W ~ 3+ w (n MAIN S TREET - Z W uj J 2 tJ) U a J 53D SCALE: IT ORIZ:1 - 20' VERT 1 -4' 530 5 PF POSED T t M 520 _ - -- - - -- -- — F 520 0.970 — -- — -- — —� N w Z J 515 515 IU la I� 510 510 _ 505 505 O r S Syr LLZ s CD H � w + w M _J L J U U J > H aW0 O r 0- a + CD 0� + wU— p o Z LLI E H � UU� H 000 wCll U W Z O � F cn Z IF- Z � Ed M,,,,, MENNEN 4 +00 4 +50 5 +00 5 +50 6 +00 n u� CI TV OF COPPELL A 1 TEXAS, COL. 2003D94, PG. 79 TA 6 +66.00 WEST MAIN ST= TRACT II, D.R.D. C.T. E STA 4 +17.00 HOUSTON STREET ' N= 7033070.62 = 2426371.12 PROP. R.O.W. M P OP SS A �� N N W ss SE 5 s ss ss ss \ ss s ss Ss s ss ss 1 W ss ss s �— ss s s ss LV = 00 4 +00 N1'47 ' 53 "W 5 +00 �3 6 +00 r66 Vl —---- + - - - - Z W EST M AI N STRE 66.00' J W w w w w w w w 3 = f / 7p�ly W U /j F- ~ z & o Y PROP. R.O.W. I ( T J CONTROL POINT #186 � A Q N= 7033031.365 = N 61 N E= 2426411.368 PIE PO ED 81' CITY F COPPELL, REMOVE ABANDONED � R. .W, TEXAS, VOL. 2003094, PG. 797, LIGHT STANDARD TRACT II, D.R.D.CT, a REMOVE ABANDONED p F o ' // LIGHT STANDARD d"�/' 525 SCALE: HORIZ:1 -20' 1 VERT 1 -4' 525 P CRO ED T C XISTI C PROUD 520 - CE TER LINE 520 CJ } - M 515. F _ I I 515 Ld Z J 510 510 4 505 505 500 1 1 1 1 500 S+UU } +7U 4 +UU 4 +5U 7 +UU S +yu b +UU b +yU b +bb M 4$ O o Spy% � +m W =a ILE 0 z W H U z � LL1 J Ld O J > + aa CC 0� ,U— (n oZW F, W W 00� � U (n �D J Q z U IF— Q Q z (n W PV -3 30% SUBMITTAL I lEl, a OF A Z� CITY OF COPPELL, ' TEXAS. VOL. 2003094, PC, 797, TRACT II, o.R.o.C,T. w F- sTA 1 +00.00 EAST MAIN STREET-1 Y � w SS 71,9.,, TRAVIS STREET o3 0! E = "2514.09 H E= 2426681.73 - SS L" PROP. R.O.W. �U O c o Cr + O H //A/ A A PS B., ITT , ( W w w ,y w w w 3+00 N 1 2 +00 w w w w NN1'47'53 "W w S 5H &.00' _ _ — Z VI EAST MAIN STREET �S` J w w Im r Ln ss �, PROP 8' SS -A _ _ _ _ _ _ _ —TA Oe. E.o.w— LIT -7 --- - --- PROP " w -A SEE S T UT -1 C PPELL, F�il 03 94, PG797 0. .O.C.T. 530 SCALE: IT OR I Z:1"=20' VERT 1"=4' 53D 525 1 - 525 P OPO Eo 1 oc. @ c LATER INE O W 520 + 520 _ I _ M a N 515 - -- — - -- - -- - -- - - -Ir- -- -- - I - - - -_ - - Ld 515 Z J o a 510 F a 510 505 505 00 500 30% SUBMITTAL 0 o Sp.% Wyr W =9 N6Z ` � 00 + N Z 00 W J O Qap + r0- a- �o a wU— � o Z W W 00� W r F- (� F- H 0 [if V) O cn Z_ Q Q Z F- Q W �a PV -4 9 OF X z� CITV OF COPPELL TEXAS, VOL. 2003094, PG. 797, I STA 6 +66.00 EAST MAIN STREET= R PO ED 81 R,TwW -_ zs4\op TRACT II, D, R,D.C,T, Q STA 7 +10,00 HOUSTON STREET N 7033079.82 - ego °d - - 3 E = 2426663.97 s _ 0 88E�6� PROP. R.O.W. W 'w + o Wym C o� ° Ao N W w w w w w ww w w w w + WZ a L' N1'47'53 "W - e e EAST MAIN STREET xL - Ld N 3 u w It e — PROP. R.O.W. — = Z w REMOVE A AN ONED m LIGHT STA DAD CITY OF OR ELL, ONTROL P IN #119 = 7033065 94 P OPOSED R.O.W. � EXAS, VOL 200 0 4, PG. 797, - 2426708.51 P I Z fg S RACT u, .R D.c r. E I 520 i w J 0 524 Q o. o o a Ed o Q N O 2.0 515 w w U) oZw U H I V LL1 00� LJ [e HLE: F V Q U RIZ:1� =20' FVERT " 53o 1 =4' 53a Z ' Pw TA � 4+ o.00 '. < Q Q => PVI LEV = 518.54 i �I Z_ 525 _ .525 W � I P oPO ED oc Q 00 - a 1 a of 505 3 +80 4 +00 4 +50 5 +00 5 +50 6 +DO 6 +50 6 +66 505 SHEET PV -5 5E6 10 of x 30% SUBMITTAL Dote. A oe, NI. — -1e use,. �nm F�I, N1\IF\D,a .l� CPL —PP —Pn EQe,dw N cl cEN ERU E I 520 524 Q o. o o N 2.0 515 w I 515 U 510 510 Q - 505 505 500 500 zl w 's ' mss L N 1 HQ O� PROP. R.O.W O ¢s4g� O Sop W= 8 LLZt- 0 + � Ln W 0 J L ~ W J > Q W + JA W wU� Q o Z W V1 CC U 00� W r �() W W � J � � 0� Q z 0 Li H z (n 0 a � � L I I I \�\ 11 IHI S7, CONTROL P [IIN �1a7 Z N= 7033021 °' E= 2426083L TsraNDaRO CIT OF COP ELL, REMOVE ABA ZONED F &16 "RCP= 507 TEXAS. V L 200309 PG, 797, LIGHT ST NDARD + Q TR cT II. D.R. .0 T. .a => CONTROL POINT N= 7033031.36 + ORM DRAIN INLET PV -6 30% SUBMITTAL 1 - 11 O F x 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 CITY OF CO PPELL. I 'I TA 4 +17.00 HOUSTON STREET- TE — Al VOL. 2003094, PG. 7 7. �7 TA 6 +6600 WEST MAIN STREET TRACT II, D.R.D., T. = 7033070.62 REMOVE ABANDONED = 2426371.12 LIGHT STANDARD PROP. R.O.W. � Ip� a 9S e � N ss — — S� N STrtT 88 iz'o7 E _ _ + _ w } 1 858.01' y W = N Lj =I Ld U �w I m a 0`64- PROP O ¢s4g� O Sop W= 8 LLZt- 0 + � Ln W 0 J L ~ W J > Q W + JA W wU� Q o Z W V1 CC U 00� W r �() W W � J � � 0� Q z 0 Li H z (n 0 a � � L I I I \�\ 11 IHI S7, CONTROL P [IIN �1a7 Z N= 7033021 °' E= 2426083L TsraNDaRO CIT OF COP ELL, REMOVE ABA ZONED F &16 "RCP= 507 TEXAS. V L 200309 PG, 797, LIGHT ST NDARD + Q TR cT II. D.R. .0 T. .a => CONTROL POINT N= 7033031.36 + ORM DRAIN INLET PV -6 30% SUBMITTAL 1 - 11 O F x 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 Dote. W. De, ID,o - 'Pl uses. o Fil, w >iF7D .l� CPL -PP -Pn EO8,d.g CITY OF COPPELL, LOT BLOCK CON - l VOL. 2003094. P 79�. IO 0 423 0B0V RACT II, D.R.D.C.T. STA 7 +1000 HOUSTON STREET= ADDITION VOL. 2004237, PG. 3 o }I STA 6 +6600 EAST MAIN STREET REMOVE EX 13, P. R. D. C.T. N= 7033079.82 ASPHALT N - vo+i F STA 5 +60.36 HOUSTON STREET- E- 2426663.97 PROP 8" SS -A O W STA 5 +6551 MAIN STREET 172" iR N O D AiN W N 7033075.12 EW ROOF UND RAtE E= 2426514.41 LE R MOVE S6 - 5 4.o A A E INLET N - 8 0 0 (!7 PROP. R. =5 EX. R.O.W. - - - - - p z S o „ _ £ Q RR O Q•�7 .. + M\N 3 r U �Iv i` oH0UST0E yy G 9 W OO "E 6+00 q 8 +00 9 +00 �?S W = -- N�aa12_07 858.01' - -'i00° - -- _rt - - - -' - -- N6 _ J = W - - - PROP. R.O.W - - _ - - - PROP_ R.O.W_ - p F "T A. �,�a� alv W � 3 I a CONTROL POINT //119 W PROP 10' W -B 1 LLJ D zl p PROP. R.O.W. F N= 7033065.94 SEE SIFT UT -1 1 I Z (n I E= 2426708.51 J I W � Q Z 3 ~ nanNOON D. I W I 31a 3 z O C1 TV L. p° 4G1T STNJD p d' F COPPEL W TEXAS, VOL. 003094, G. 797, F- NED ::5 ICI i TRACT II, D.R. D.C.. LIGHOTVSTAPROBE i J O B o a _ wU— U) o Z W ao W 00� U SCALE: p D (n HORIZ:1" 20' J VERT 1� 4' O Z 53 0 530 cn O Q H PvI TA 7+ 0.00 Z O 525 PVI _LEV 1= 516.71 525 Z - I - -T'9 Y PROPO EDT C 520 rJ+ + E 1ST+ �GR - - _ __ -- 520 > I a a N 515 0. '�- — - 515 - -- Ld z �� J _ � 510 2 510 _ _ _ 05 505 500 500 5 +00 5 +5D 6 +00 6 +50 7 +00 7 +50 8 +00 8 + 9 +00 9 +50 10 +00 p SHEET PV -7 sEa. 12 of x 30% SUBMITTAL Dote. W. De, ID,o - 'Pl uses. o Fil, w >iF7D .l� CPL -PP -Pn EO8,d.g 530 SCALE: H O DIE: 1 -20' VERT 1 -0 530 N CITY OF COPPELL, �a O Soo PROPOSED 7a.00' TEXAS, VOL. 2003094, PG. 797, TRACT u. D.R.D.c.T. �y R.O.W. STA 4 +26.11 TRAVIS SFREE7= W =8 CI OF CORRELL, TEXAS, L 2003094. PG. 797, 3 LLZt ST 1 +00.00 WEST MAIN STREET 3 N= 7032504.90 No PARInNG SICK TRACT II, D.R.D.GT. FE E= 2426388,88 Ln REMOVE ABANDONED z lnlo No3 J J J W > O HT T A LIGHT STANDARD 0 a- REMOVE ABANDONED I + o J0 wU� F RAI oZ LIGHT STANDARD [If 00 E- W PROP. R.O.W. Y U W v, ZN. `}7 PROP. R.O.W. t - - - - -- - - -- 117 V RY S .F LOU TN NFIOLE Yl o Q A DON B AND CIF- K3 H Ld Q N W )435 F /L,1 ()504'18 F /�I.IN(E pp s 9.3e a HT s NDAR LI T sTaN� - P OP W- W Vl �j \ W SE S IT DT- I R � \ W = Z () W W W W 6�W —�1W I h' W W W W W W W P W rv 'A W 1 W © J 00 TRAVIS STR T p z +oo +oo ~_ N D7 E <rtoo N _TRAVIS STREET_s +oo= w _ _ _ _ o _s _ _ 868.14 _ _ = U !n 1 a I 525 � F/L.15 RCP= 510.09 SP01L (FILL) DIRT - - - - - - PROP, R.O.W. - - - - i PROP. R.O.W. Ci7v of COPPELL, TEXAS, VOL. 2003094, 797, I� STORM DRAIN INLET TRACT II, D, R: D.c .T. r. 530 SCALE: H O DIE: 1 -20' VERT 1 -0 530 N 1 O Soo a �y r W =8 LLZt Ln z W o ::5 ~ J J W > O Qao 0 a- r 0- + J0 wU� F RAI oZ W> !) [If 00 E- W Y U W E5 W D O n cn Li Q z � GF4DE CLARK _ -2.9 % K =168.5 525 ROPF SED TOO ®cENTE )L NE N t 620 A -- m -- — -- 520 —�— -- - - _> 515 -' — 2. w Z 515 U F 0 510 a 505 �o 505 500 500 I +UV I+JU L +UU L +JV C +UU 3 +JU 4 U 4 +CU J +UU A +JV i PV -8 30% SUBMITTAL I lEl, 13 of x N 1 O Soo a �y r W =8 LLZt Ln z W o ::5 ~ J J W > O Qao 0 a- r 0- + J0 wU� F oZ W> !) [If 00 E- W Y U W E5 W D O n cn Li Q z � i PV -8 30% SUBMITTAL I lEl, 13 of x STA 7 +18.11 TRAVIS STREET= \ 3 I / "A 1 +00.00 EAST MAN STREET N= 7032514.06 R PO 7 CONTROL POIN //197 W S CT OF COPPE LL E= 2426680.73 �R Iww ! N_ 7032537,80 3 J TEXAS, VOL. 2003094, PG, 797, CI TV OF COPPELL. Q .. . TEXAS, VOL. 2003094, PG. 797, y W STORM DRAIN II TRACT II, D. R. D:C.T. J fY CONTR L POINT //202 REMOVE ABAN ONED (UNDER roNSRU - REMOVE ABANDONED w 3 i ll B- LIGHT STANDAR '" N =70 2544.71 T /L,24'RCP =5� LIGHT STANDARD - I = 6940,17 PROP. P,2 _ _ AB DOMED AT UAL ER E DO � nND reo - O 3 V 3 3 o 0 + 1A Q BAND R.7an1 '� o < t _ _ _ A _ 1 _ PROP0_W. FIRE HvDRANT � � u SEM�aR �o PROP 8" W - - - - - - - - LJ SEE SHT UT -1 W`. W W W O W W W W W W 4V R VALVE F F z�N ` w s +oo T AVIS STREE +oo 8.00 TRAVIS ST T 9 +00 R,M s,azs — Z � � 868914' o� J SS SS _ S SS SS SS SS S SS SS v LLSS . SS S SS Ty � Ed -N A Ed Q , N A PROP. R.O.W. PROP 8" SSrA TEXAS. TRACT II00 OR PG. 797. F7 RIM- jPi?R8 71.(5)55D 03 SEE SHT UT 2 530 SCALE: HORIZ:1 - 20' VERT 1-4' 530 525 525 520 DO u7 - - Ell TING - o DEC POSE - D TO 520 --- Lf] Q _0 515 1 - - -- - -' - -- - -1 -- - - -- - 515 I I z I I I J I I I I I 510 57.0 2 m U F 505 505 500 500 O ¢s4g� o Spy% �y r 1101 a LLZ s o8° Z � W W H W TV W > O a O + r W L 0 wU� o Z W CC U o O I W U � W Q U) CC Li Q Z � — H ■ y +�X lu +vv woJ SHEET PV -9 30 SUBMITTAL IEa. 14 of x o� NIG109 1/2" IRO N OCSS ROD LOU D Cam v y . Mb 'STOCKADE LEDO BUI DING 3 W EX 4 "'WAT R - —— —— EX OW 23456 � DBAORBER R � svo ti A HA OAK w W W w E TE EX. S 1 55 55 5 —55 SS FHr r Ili SIGN Iz TR FI / SI NA L P OO I IRS �w W AL g z ° w z u Q m o NCRETE X ❑ m - r ° Q 3 �q AF IC ❑N L �'IT FA,FFIC -3❑NAL BC E_ z - SS, kL S M M� D/ X7Nnn�als EIEOCNO3 EJ ° o SIGN Q� F OCATE TRAFFIC � GRAPE. SIGNAL QT C- LI G T P ADJUST S MIT " X" IN CO N GRADE FO U N cRA�e \\ O cn F\ w < Q , o S T, p 06. —A — 244p Uses. onm FIIe: N: \IF \Drawt \CV— CPL— CL— INF5DI. d, 0 10' 20' SCALE w 0 MAIN STREET w O N m v _ FE 0 O 0 BUSH BUILDING w 0 z O GAS DIET R ABA`VDONE 0 2 W W 1 /2" IRON ROD FOUND E GRAVEL s u w o W - O o \ m Y O U — _ N -F _ a cD a ° z Q gop= Syr W =s 16Mt w Z W � �� u Z W W � z Q a O Q CL ry � °O 00 o Z Lit , Q u F, 3: W oo Q 01 1 CJ O w O� JZ cn w L,Ld L, w z m i IP -1 30% SUBMITTAL sEa. 15 OF x FIE 0 20 40' 80' I ' ® _ SCALE IN FEET 5 � TO \ — 516 t6 5 I1 17 - S,g _ i 51T DL 5 7 ST X_b g 3 1.9D 5 7 517 51,x' 518 03 5. 9 5 UUU L_L_L_L_L_L_LJIII IIIJ 11 77 515 ,.73 232 � 1 / ��yla \ Ss Sig 513 � I I I � I 1 s - ST19 T MAIN REET s I � DS DS 2.09 i� D1 I , Az SY d 3 00 0 5 5;7 I I 6 s,e y e so r' AMAIN T A LEGEND D1 w — 515— PROPOSED CONTOUR MAJOR LIP J a 6 PROPOSED CONTOUR MINOR 1 m AST MAIN STREET 5 Q I 515 EXISTING CONTOUR MAJOR ' 1 C, 516 EXISTING CONTOUR MINOR U 5 DRAINAGE AREA — — w — — — 3.00 (NUMBER /ACERAGE) I , 16 S] B, 5 / > ' ,.39 ' DRAINAGE AREA BOUNDARY � � � h � � BUR STREET , f FLOW DIRECTION I ' ' , — �� -�- ' FUTURE ALLE El Y P N PROPOSED STORM DRAIN 89 ` 45 DESIGN POINT I ' S 232 -c\/ ' o S , ' , \ C2 2 50 Q INLET 1 ; '515 �,r3 ' 5,5 a 0.67 �o os o soo�� aye W= a �? s � o 0 o w T � 2 � 1� Z om W p J � Q xEd o 0 a Joy Ed \ ozw> Q o �" w o o F- Q V — o� Q CC LL � o Z_ Q O , D B2 a - SHEET DR -1 a� 30% SUBMITTAL 1Ea. 16 of x — 516 t6 5 I1 17 - S,g _ i 51T DL 5 7 ST X_b g 3 1.9D 5 7 517 51,x' 518 03 5. 9 5 UUU L_L_L_L_L_L_LJIII IIIJ 11 77 515 ,.73 232 � 1 / ��yla \ Ss Sig 513 � I I I � I 1 s - ST19 T MAIN REET s I � DS DS 2.09 i� D1 I , Az SY d 3 00 0 5 5;7 I I 6 s,e y e so r' AMAIN T A LEGEND D1 w — 515— PROPOSED CONTOUR MAJOR LIP J a 6 PROPOSED CONTOUR MINOR 1 m AST MAIN STREET 5 Q I 515 EXISTING CONTOUR MAJOR ' 1 C, 516 EXISTING CONTOUR MINOR U 5 DRAINAGE AREA — — w — — — 3.00 (NUMBER /ACERAGE) I , 16 S] B, 5 / > ' ,.39 ' DRAINAGE AREA BOUNDARY � � � h � � BUR STREET , f FLOW DIRECTION I ' ' , — �� -�- ' FUTURE ALLE El Y P N PROPOSED STORM DRAIN 89 ` 45 DESIGN POINT I ' S 232 -c\/ ' o S , ' , \ C2 2 50 Q INLET 1 ; '515 �,r3 ' 5,5 a 0.67 �o BEGIN 8" W -A ai Y [ W in$ °e IF — - - CONNECT TO EXISTING - _ � - w 0 20' Pzo' R z E= 2426035.75 SCALE ALE IN IN FEET M M ED 43'x? -F e a v o —Q Wp 21' f _ S n W Q _8 = 7 22 09 G WY D x so i 8" SS -B (SS P &P SHEETS) a I til _ " 9 + STA 4 +77.78 W B= 9 (o STA 13 +25.50 W -A J ° 1 -10" X 10" TEE n 1 -10" X 8" REDUCER STA 3 +61.00 W -A= I P N= 7033065 24 (3 STA E= 24 0 +00 00 w -C 26470.70 Z Z 1 -8" X 8" TEE {� s t +0 2+ OF 5 3 +00 5 4+ 0 5 +00� }E} �yJ Q N= 7032514.65 W E= 2426396.57 -C H , e W -C W m If STA 9 +45.76 J w a ( + 39 ' n CONNECT TO EXISTING W > W 43 N N= 7033533.00 x z cA m F —F '§ _ a E= 2426456 -01 w CC 4' - - - J 21 j m — a W STA 2 +92] 4 W -B= ,� 5 ° STA s +48.10 w -D '� M -�� O Z W- Q °+, —10` X 1 0 TEE _ _ ELL ROA T, 2� 0 X 8' REDUCER O 1 -1" o N= 7033071.07 + O ~ J 23 E= 2426656.24 > C W A 6 +3 &00 W —A= A T AI T T 8 IT STA OF O D.00 W _ Q 1 -8" X 8' TEE + 4+ - - N= 7032523.34 E= 2426673.44 �O W -D 8 W -D o s3J r z U 43' _ nn e .J + 0 . U $= P WATER D 5' o 4 ATER INE AGE ME NT BURNETT STRE +00 9 +0 0 +00 11+ 12 00 13 +0 1 - H LL LH W n o 9 'o a 8.. W -A 8,. W A ❑ TA 5. W - A _ - FUTURE ALLEY sTA 1 +52.64 W -8= 5 ¢' S 13 +250 ' S N N 1 -1 p" X 10" TEE g a 8" SS -A (SS P &P SHEETS) o m 1 -10" X 8" REDUCER _ F� N= 7033075.45 I� E= 2426795.67 yy II - - -- S ow STA 0 +00.00 - v BEGIN 10" W -B _5 CONNECT TO EXISTING I -- N= 7033080.24 Q - G - - - - - - - - - - E= 2426948.24 4 I SHEET b UT -1 a. 30 SUBMITTAL 17 OF x Date: Apr 08. P01,0. — Z:A6pm User onm ril, N: \iF \D,a.!,gs \CV— CPL —PL —W RLawg MATCH LINE G PR - PROP. R.O.W. Q I POSED 5' J PROPOSEC 5' _ < TERLINE f Q PROPOSED SIDEWALK SEWER EASEMENT " s.weo 3 F EASEMENT ~3 STA 0 +00.00 ° (J) I BEGIN 8" SS -A 3w PROP. R.O.W. PROP CS D 5' INSTALL: 1 -40 SSMH WATER INE rc m EASEM NT = ° �o�o ADJUST TO GRADE y N= TOSZSOO.s4 w w W` w � o �p�.�o E= 2426546.38 :a�e�m RAVIS THE T w w n FAS 1 +0 rn 0 8 S 2 +00 " S -A o 3 n % ss ss — ss ss ss ss ss� ss ss ss ss s ss— s Z Y FUTUREALLE Nw Wy �� � +m PROP. P.0.w. /� w y0 ss ss ss s ss ss w 2 r i = PROP ED 5' Z N � 0 7 LEF F SA �' w �� t Q Sl P EH °. ° w - - PR R.O. - - - - - - - - - PROP R.O.W. AT 2 +92.22 8' SS -A I NSTALL' 1 -4'0 SSMH / O ADJUST TO GRADE \ O E= 2426838.46. / may/ \ / Lo U) w 0 J O J W O W � O + aa O r W Q w 00 H U) oZW— Q � ao 00 W O F !n W W SCALE: HORIZ: 1 i U) 525 VERT 1 " =4' 525 Z_ Z Q U) TTTL a q 515 3 p9J EE 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 SHEET UT -2 30% SUBMITTAL seR. 18 OF x D- A, °a, I— — lAlT uses. onm UI, w .m w �IF�D,a g ��CV— CPL —PP — WWQI,dw 520. _ P OPO ED ROU D — O 520 E isri c GR uND � -- I I a I w J 510 U z = 510 a 505 505 500 I 500 3 Date'. M, 08. EUI. —'Al— use.. — File. NNF\Drawmgs\CV— CPL —PP —W1 WQ2.awg 7 I I z� PROPOSE 5' PROPOSED 3' - J WATERLI , R.O.W. _ EASEME Ld 8" W -A of s4g�p PROP. R.O.W. (A p I o FUTURE ALLEY FUTURE ALLEY G s N a0 —sA��- PROP. R.o,W +moo �' ss-A 55 55 s9 ss ss ss—ss ss _ ss 55 55 55 55 51 - F W 2. 0' PROPOSE 5' "0 3 3E �y r W ANITARY E ER A 8 +89.46 STA 5 +90.84 EASEME W = z U) 8" SS IN STALL ss -A MH h � O �o J INSTALL 1 -40 SSMH ADJUSTTO GRADE I ADJUST TO GRADE W= Y a Uj _ W M N= 7032807.98 N= 7033106.45 E= 2426829.08 E= 2426819.70 LLZ c - _ U ......._.._.....__..._ S 10 +01 .99 Z ENO a" ss INSTALL: 1 - SSMH W IN40 TIE TO EXISTG I ADJUST T GRADE Q 1 N= 7033109.98 Z E= 2426932.17 N W a - — Q Ld s ss 1 J SS ss As ss Ss 3 E 3 W aa W M W w M W MW wM W M MM M M Boa S_ COPPELL ROAD N g a T 00� W Z Y U J W Ld 0 w cn W SCALE: HORIZ:1 -20' Li 525 VERT 1"=4' S25 Z Q M 520 p 520 P o o r PR POS D GROUN _ ExI4IN GRO ND N = 515 515a -- --- - - - -- - - - - -- -- z J 510 = U I _ 510 _ F a g - 505 505 - Soo 500 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 1UG -CD2 o f HEET UT -3 sEa. 19 of x 30% SUBMITTAL 3 Date'. M, 08. EUI. —'Al— use.. — File. NNF\Drawmgs\CV— CPL —PP —W1 WQ2.awg 3V Hot,. n Pa, eHTO — v EH uses. — ril, NaiE\ora .l� cPL—PP —wr WQ3,dwg F STA 0 +00.00 GIN B' SS —B INS LL: 1 -4'0 SSMH TYP. \= T I AD, TO GRADE N =324 = '" E 2426380. _P.Llq F I .fir, El 0 OF Soo �N� \� ss 00 55 WEST MA1 RE +00 3 0 55 X55 ss Q s9 55 ss mss ss X55 ss SS B i+ 5 55 55 ss N 55 s o ST O 8 ,. C w�w w —N M 8 Lj �Y'd Z D \ J LL Z t W PROPOSED SIDEWALK (n PPOP. R.Q.W. — — — — — — — r — — — — — — MOP. R.A.W. a o O m m p Ln N H O CD O CD L xa� p ri w0 ~ m oz a o m" m 00F W >�U z c W Q SCALE: Q:� W T0RIZ:1 " =20' " Z 0 52 5 VERT 1 =4' 525 — Q ExISn c GI OUN 520 _ _ 520 515 F N 515 a� Z J — 510 2 510 - - — - U F a o 505 505 w a 500 500 0 +00 0 +50 1 +00 1 +50 2 +00 2 + 3 +00 3 +50 4 +00 4 +50 5 +00 o J SHEET UT -4 SEa. 20 of x 30% SUBMITTAL 3V Hot,. n Pa, eHTO — v EH uses. — ril, NaiE\ora .l� cPL—PP —wr WQ3,dwg MATCH LINE STA 5 +00 SCALE: TORIZ:1 - 20' VEST 1 -4' 525 SEE SHEET 20 STA 5+83,50 5 _ 5 8 +67.91 \\ Lo INSTALL 1 -40 SSMH END 8" SS -B L - ADJUST TO GRADE - _ - - - CONNECT TO E + TING I N= 7033078 34 5 INSTALL 1 -4' SSMH 17 E= 2426361.87 ADJUST TO BADE 3 Z� N =70330 Al E =2426 7.60 w a o El PRD P. RO.W. 520 M . s M "w e 18SS-B ZHOUSTON OUST N STREET STREET° 6 +00 7 +00 55 —55 — 55 551 55. 8 +00 55— 55 _55 8 8 PROP. R.O.W. N 3 mm Ll 525 SCALE: TORIZ:1 - 20' VEST 1 -4' 525 520 52 O + to 515 Q �� j EXI S TING GRO ND `s{3 ` - -- -- -J -- -- -- -- _I - - - -_ - - __ ____ 510 J 510 2 u 505 5 5 500 5 00 AIIIIIIIIIII— 2 � o i nm S Wye W =a LLZt- 0 Z W � O z W O W O J > + aa O� H wU� u� o Z W m 3:m W 00� Z } U J D J O cn w Q W Z — Z V) O N o f SHEET UT -5 30% SUBMITTAL SEQ, 21 OF x