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Belmont-PN050525
BILLINGSLEY COMPANY FLOODPLAIN DEVELOPMENT PERMIT A PORTION OF A 158.6 ACRE TRACT ON GRAPEVINE CREEK CITY OF. COPP L, T XAS IN REFERENC E TO CONDITIONAL LETTER OF MAP REVISION (F.E.M.A. CASE N0* 04-06-A148R) APPROVED MAY 25, 2005. ti�oy SER \ pA NA��'�9p I a'goo o w�OGP G wTNE ELICA _J I_--- - _J Ap �- t o RIVE I O� CREEK \✓� ' w i -y. \l I f- - — - -' _-✓� ¢ '`-�, DART MM �-+v. J I ♦ � �_-•--+--�--�• -- __ -_ - (SSW) UGORTWMM-LINE - -- -- i 00 BEL LINE - - - PROJECT ' CDPPEL LOCATION j I LLIMIT 1 I CITY LIMM IT DALLAS II \i CITY LIMIT ,. 3 1 > 1 _ u l \� IRVING S E F p I a - - I CITY LIMIT Z N 11 0 NORTH LAKE I 111 oI SPILLWAY ELEV 510.0' RANCH \ 111 L NI STONEGATE o \ �Q <rI 0 r �Q tiV C. I Ov of SANTA FE I IMAR ON SUNDANCE DA 2y 0 } I A 0 C S WRED RIVER FI W I W IN I o RANCH F Io uj w �I 0 NORTH LAKE PARK I HACKBERRY IRVIt G CITY LIMIT RANCH m o W v 30 Bch a 20 VIEW m WAY ID Ll ON' - '- S m OUlhERNOq S U AR '-, ,` — -==- ,-8.7 Fx PROJECT LOCATION MAP N.T.S. Halff Associates, Inc. ENGINEERS ARCHITECTS SCIENTISTS PLANNERS SURVEYORS 8616 ORTHWEST PLAZA -DALLAS, TX 75225 one: (214) 346-6200 Fax:. (214) 361-5573 Contact: Mark W. McGraw AVO 23186 JULY 2005 F RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY FIELD SURVEY DATED 3-06-06 AND FIELD OBSERVATIONS DATED 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY NOT BE REPRESENTED. ENGINEER: MARK W. CGRAW,P.E. DATE 2318 'COOO-CVR-231E 6.DGN i I SHEET INDEX SHEET NUMBER TITLE SHEET No. DESCRIPTION COVER TITLE/INDEX CO.01 GENERAL CIVIL NOTES - NOT USED AS RECORD DRAWING CO.02 SURVEY CONTROL PLAN C1.01 GRADING PLAN (WEST) C1.02 GRADING PLAN (EAST) C1.03 GRADING SECTIONS PLAN C1.04 CROSS SECTIONS C2.01 PROPOSED DRAINAGE AREA MAP SHT. 49 OF 238 EXISTING DRAINAGE AREA MAP PER BELT LINE RD IMPROVEMENT PI,ANS C3.01 STORM DRAIN PLAN C3.02 STORM DRAIN PROFILE C4.01 EROSION CONTROL PLAN - NOT USED AS RECORD DRAWING C4.02 EROSION CONTROL DETAILS - NOT USED AS RECORD DRAWING F RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY FIELD SURVEY DATED 3-06-06 AND FIELD OBSERVATIONS DATED 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY NOT BE REPRESENTED. ENGINEER: MARK W. CGRAW,P.E. DATE 2318 'COOO-CVR-231E 6.DGN i I StandardlotTve Pro eot-C ii i I GENERAL NOTES c W V GENERAL PROJECT NOTES 1. The Contractor is directed to the work specific notes included on this sheet GRADING NOTES 1. The contractor i directed to the general project notes included on this STORM DRAINAGE NOTES 1. The Contractor is directed to the General Project Notes included on this Z �- Q z w'� 0- w CC C w and he shall consider them as part of the General Project Notes included below. 2 The Contractor shall comply with additional conditions of approval specified sheet and he shall below. onsider them as part of the specific work notes included sheet and he shall consider them as part of the specific work notes included below. G Q Q Q_ U O I w V in the Floodplaln Permit and Early Grading Permit issued by the City. 3. Contractor is responsible for, and must obtain prior to construction, all necessary construction permits required by the City of Coppell. 4. All site work details shall be done in accordance with the Standard Details of the City of Coppell and conform to the requirements of the plans and contract documents. 2. The work shown that is part of th FEMA (Case No. 04-06 separate submittal options to develop 3. Upon completion o survey of final elev conform to the CL n these drawings represents Phase I of the relcamation plan overall Floodplain Reclamation Project CLOMR approved by Al 48R). Phase II of the reclamation plan will follow as a ackage following alternatives analysis by the Owner of he area encompassed by Phase 11. the floodplain reclamation project for Phase I & II, a tions will be performed to verify that the final grades MR, at which time a LOMR will be prepared and submitted for 2. All materials and workmanship for storm drain construction shall conform to the Standard Specifications for Public Works Construction for North Central Texas, latest edition, and the City of Coppell requirements. 3. The Contractor shall abide by all applicable federal, state, and local laws governing excavation. The Contractor shall provide detailed plans and specifications for trench safety systems that comply with applicable laws governing excavation. These plans shall be sealed by an Engineer experienced in the design of trench safety systems and licensed by the State of Texas. J o W w > a J w LJ._w U� Q 0 ZZ z 0 Z '> Q 5. The contractor shall maintain on the project site at all times a set of the current City of Coppell '2005 Standard Construction Details'. 6. During the construction of these improvements, any interpretation of the Standard Specifications for Public Works Construction for North Central Texas, approval. 4. Contractor shall maintain positive drainage at all time during construction. Ponds g of water in streets, drives, truck courts, trenches, etc. Shall not be allo ed. Submit plan to the Owner prior to commencing work. The Contractor shall be sole responsible for all aspects of work related to excavation. P 4. Contractor shall maintain drainage at all times during construction. Ponding of water in streets, drives, truck courts, trenches, etc., will not be ~ J � - J m 0- a Q and any matter which requires the approval of the Owner, must be approved by allowed. O a the appropriate governmental official before any construction involving that decision commences. Assumptions about what these decisions might be which are made Burin the bidding hose will have no bearing on the decision. 9 g P 9 5. Contractor shall 1 cleanouts, water vol construction. Contr disciplines and the Cate and adjust existing utility manhole lids, es and other surface appurtenances as required for new ctor shall coordinate utility adjustments with other ppropriate utility agencies and provide for all fees for 5. Install concrete collar or pre-fabricated pipe transitions at all pipe size changes, and lateral connections unless otherwise noted. O J LL 7. Existing utility locations shown are taken from available records provided permits, connection , inspections, etc. by the utility Owner and field locations of surface appurtenances. Locations shown are generally schematic in nature and may not accurately reflect the size 6. Embankments shall be constructed in layers of uniform thickness, the loose and location of each particular utility. Some utility lines may not be shown. thickness of each I yer before compaction shall not exceed 8-inches with the Contractor shall assume responsibility for actual field location and protection following exceptions allowed: of existing facilities whether shown or not. Contractor shall also assume responsibility for repairs to existing facilities, whether shown or not, A. When embankm nt material contains by volume, over 50 percent of rock damaged by contractor's activities. Differences in horizontal or vertical larger than 0.5-fee in greatest dimension, the loose layers of embankment location of existing utilities shall not be a basis for additional expense. shall not exceed th maximum size of the rock in the material. 8. Contractor shall coordinate with utility companies regarding connections to B. When embankm nt material contains, by volume, between 25 percent and 50 and for adjustment of existing sanitary sewer, storm drain and water percent of rock la ger than 0.5-foot in greatest dimension, the loose layers of appurtenances; franchise utilities and appurtenances to proposed grades as embankment shall no exceed 3-feet in thickness, however said layers are not to required. exceed the maximun size of rock in the material. ATMOS ENERGY: (972) 485-6204 C. When embank nt material contains, by volume, up to 25 percent of rock CITY OF COPPELL ENGINEERING: (972) 304-3679 larger than 0.5-foo In greatest dimension, the loose layers of embankment CITY OF COPPELL BUILDING DEPT.: (972) 304-3500 shall not exceed 8-i ches in the area between the rocks larger than 8-inches. CITY OF IRVING UTILITY DEPT.: (972) 721-2103 COMCAST: (214) 320-5471 7. Where embankmen s are to be constructed and compacted on hillsides or DALLAS WATER UTILITIES: (214) 670-8963 slopes and where n w embankment is to be compacted against existing embankments TXU ELECTRIC DELIVERY CO.: (972) 570-4126 the slopes of origi al hillsides and old or new embankments shall be benched by VERIZON: (972) 318-5297 cutting into the sl pe a minimum of 6-feet horizontally as the work is brought up in layers. 9. The Contractor shall protect existing property monumentation and primary control. Any such points which the Contractor believes will be destroyed shall 8. Embankments shall be constructed so that each layers cross fall does not have offset points established by the Contractor prior to construction. Any monumentation destroyed by the Contractor shall be reestablished at his expense. 10. It shall be the responsibility of the Contractor to: A. Prevent any damage to private property and property owner's poles, fences, shrubs, etc. B. Provide access to all drives during construction. C. Protect all underground utilities exceed one foot in 9. The final six-lnche minimum of 95 perc moisture. This moisture paving is in-place 20 feet as it is brought up in uniform layers. of subgrade below pavement shall be compacted to a nt of standard proctor, at 0 to +4 percent above optimum content and density must be maintained until the O tx to remain in service. D. Notify allutIlIty companies and verify location of all utilities prior to start of construction. 11. Barricading and traffic control during construction shall be the responsibility of the Contractor and shall conform to the 'Texas Manual on 10. Density tests on Testing shall be furnished the f111 material will be required by the City of Coppell. by the owner or contractor. Z Uniform Traffic Control Devices ', Part VI in particular. Traffic flow and pi access shall be maintained during all phases of the construction. The Contractor is responsible for providing traffic safety measures for work on project. No lane of traffic may be closed prior to 9:00 am or after 3:30 pm. 12. The Contractor shall abide by all applicable federal, state, and local laws governing excavation. The Contractor shall provide detailed plans and ® H W U specifications for trench safety systems that comply with applicable laws governing excavation. These plans shall be sealed by an Engineer experienced in the design of trench safety systems and licensed by the State of Texas. Submit Ian to the Owner prior to commencing work. The Contractor shall be sole) P P 9 y responsible for all aspects of work related to excavation. P P � U W � U q 13. Any damages that may occur to real property or existing improvements shall be restored by the Contractor to at lease the same condition that the real property or existing improvements were in prior to the damages. This restoration shall be subject to the Owner's approval; moreover, this restoration shall not be a basis for additional compensation to the Contractor. Restoration shall include, but not be limited to, regressing, revegetation, replacing fences, replacing trees, etc. 14. The Contractor shall administer sprinklers for dust control, earthwork or 111-01 ■■. ■ ■E■ W Z W a N ¢� N M a z w �aH � A H. w base construction as required or as directed by the Engineer in accordance with TxDOT specifications Item 204. Project No: AVO # 186 Issued: July 27, 2005 15. Contractor's work shall include removal and disposal required for all materials and deleterious materials that are not suitable for embankment at not Revisions: No. Date Descrip n additoinal cost to the Owner. 5-25-06 RECORD )RAWING i I Drawn by: CAD Checked by: MWM Sheet TWO GENERAL JOTES NOT USED AS RECORD DRAWING GENERAL NOTES ON SHEET CO.01 APPLY TO THIS SHEET Co. Sheet Number 1 StandardlotTve Pro eot-C ii i I I i � 1\ I ".. "" ./, .x ,.I-,- �,.l 11,_ll, .- I", / , ; f -I,' / .,\,-.. ,\\ - .,:"-) -- 1. / --", ./ , 11 ,_1 , / , I I , I .1 I e�l 1— I - I ". \ . . 1. A . I ..; : t ;: " �`ll, 11/1 .1! I/ � ,q,l ��. 1 : \ x . —\ \ -41--.�i,, I i . )" \1 . 11 " 9 �- I � .,-., ./ ...." / 1�,-- / ,_--, / . / ,> - , ".. " / " j I " " \ ,,,.-: \ ! I ", I 11 I , .., ./I ,- ? 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SXs 00 : d / >4 � � J / P T CT ARKS BY HE ASSOCI S) B * 34® d7. 66 N IN � 5 ttt -24 ,M .408 Q LOQg ED N TOP EXI dd INLET ' �E ER E ONEtl AG U ST TH SIDE T L NE D. d 1 B 2 " CUT IN ET N- 0 04.9428 E 24 o 1'48126.722 d P - L ED ON P IST ONC. CURB INL I OX. 1030 E ARTHUR BLV I CE ERLINE DE OF BELT L RD. w I 1 /A _� 0 0.0 RASE I MATCHXIST. GRADES. CLEARI OR GRADING BEYON XTENT OF GRADING SHOWN. T 61M:E04 € USEEXTREME CARE AND # ' FLOODPLAIN 1 € /d WORKING IN THIS AREA. NO € ;, I • f Y CO. 48 HRS. PRIOR TO �f.. S� cwag ho 50, 4 T41d d POTENTIAL WETLANDS IAREA S� DO NOT DISTUR OR CIN �A I # III { € 1 Ci E, " i [ kwµ / '€i { r f IN W EXIST. OV D CO T F-2 'OCR $c�'n W ' cL • f $ S' OPTICLINES IN E ONTR SHALL USE EXTR AR '� +0 "—+1 $+ o a CAUTION WHILE IN '� '� / -.� --� ►- - • IN THIS AREA. N I CO. O Oz `0 ,� ;5[,,_ 1 48 HRS. PRIOR G WOR .€ 1 o� J l II ooW , bb -5 Ic LU �''°;,•.. 1 IIS I `aQ Cc O00, 1000, • III #' • j€ I I f ^ ►I� _w a I oo€ '� I 1 NO ONST UC'I•ON • � ALQL��MENT NED IOTH� L i � TXUo R.O.W LIS I• I to ma $4n= +o 1 #► )# tlt • � 7 3 co II PAD- -- r lXUF.O.W. SIVE j 100- R FULLY MA / D LOPED Qi€ GR WI' b u 61 IN W Me: .SL E � i G � W UI � CL dn 7p Ly 1 CL W ;f 1 IW €� V 0 J W 8f >. WZ f' \\ W > / e% J WW o CLQ e ; 0 oC Z C7 01 — — J Q J M 04 O O vvvvvvvrv1 V� D LEC R CI LINIIS AC pORC I0 U HE S AR TIF RS. I R TO RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY FIELD SURVEY DATED 3-06-06 AND FIELD OBSERVATIONS DATED 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY NOT BE REPRESENTED. 'ENGINEER: MARK W. M GRAW,P.E. DATE EXCAVATED ,"+o LOODPLaN � $-._..._._ •-4 r { I 1 w `�' ^' $�; $�"� III $�O +� r r f 1T in Ill N_ a ;aO m tee, AD SITS $+� $+$ , € # V4RI 1 § # DAF (' £ ¢! { P € 1' +� o - N ..... I .. # I 4s $ I LEI i ID / J i 1 ## # CONSTRUCT I TERCEPTOR/__J 0 SWALE LEVEL, ALONG CONTOUR. SEq DETAIL IATCH ,EXIST. , THIS SHEET. / I ATX R 0 W ► ' # ` d I "' ! t I / 1 to MATCH LINE —SEE SHEET C1.02 0 D •0• t E ID LEGEND 454.4+ AS -BUILT SURVEY DATA TOP OF SLOPE —1446 DESIGN CONTOUR -- EXISTING CONTOUR GENERAL NOTES ON SHEET CO.01 APPLY TO THIS SHEET col:l � a O� a w z a, � SII i H U w U I� aN • p 0 ■■■ z0, ■■■ W 00Aw Project No: AVO # 13186 Issued: July 27, 2005 Revisions: No. Date Descrip n 1 55-25-M RECORD DRAWING I Drawn by: CAD Checked by: MWM Sheet Title GRADING PLAN it C1. 1 Sheet Number PM vvvvvvvrv1 V� D LEC R CI LINIIS AC pORC I0 U HE S AR TIF RS. I R TO RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY FIELD SURVEY DATED 3-06-06 AND FIELD OBSERVATIONS DATED 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY NOT BE REPRESENTED. 'ENGINEER: MARK W. M GRAW,P.E. DATE EXCAVATED ,"+o LOODPLaN � $-._..._._ •-4 r { I 1 w `�' ^' $�; $�"� III $�O +� r r f 1T in Ill N_ a ;aO m tee, AD SITS $+� $+$ , € # V4RI 1 § # DAF (' £ ¢! { P € 1' +� o - N ..... I .. # I 4s $ I LEI i ID / J i 1 ## # CONSTRUCT I TERCEPTOR/__J 0 SWALE LEVEL, ALONG CONTOUR. SEq DETAIL IATCH ,EXIST. , THIS SHEET. / I ATX R 0 W ► ' # ` d I "' ! t I / 1 to MATCH LINE —SEE SHEET C1.02 0 D •0• t E ID LEGEND 454.4+ AS -BUILT SURVEY DATA TOP OF SLOPE —1446 DESIGN CONTOUR -- EXISTING CONTOUR GENERAL NOTES ON SHEET CO.01 APPLY TO THIS SHEET col:l � a O� a w z a, � SII i H U w U I� aN • p 0 ■■■ z0, ■■■ W 00Aw Project No: AVO # 13186 Issued: July 27, 2005 Revisions: No. Date Descrip n 1 55-25-M RECORD DRAWING I Drawn by: CAD Checked by: MWM Sheet Title GRADING PLAN it C1. 1 Sheet Number PM PM NO EQUIPMENT OR WORK �-- ALLOWED WITHIN 10' OF 10' GRAPEVINE CREEK TOP OF SLOPE MATCH LI E - SEE SHEET C1.01 N EXISTING PROPOSER „{ : r ; • ; I € € ,: ; ;? GRADE EXCAVATED'-,, ! .. € . • } r € SWALE � t — — GRAPEV//VE- — 5' `i' f J r t >•.. / r /' I I C TION €! ! € I ( €�T T?. } W �. CREEK MIRAF1.18Q�1..\ / t`" `` ; ; / i r { 1 E ST.O RH AD POWER LIN S I €• € O: S P \, f € 0 25 50 75 100 150 2 FILTER -' '� a...� 1 € �..._... f o / :._ ! / / I IN ARE 1 ACTOR SHAL USE -\� r € I i FABRIC ' . - •v,a ^� ; _�� (,,, ` I EX REM1 & CAUTION WHILE 7 i—••• ••-_... SCALE IN FEET 1 4 $e- A, ��" / 1 W RKIN( IN .T IS AREA. NOT( Y >�1 €i jf r - -/ +N o$ - : ` ^ I UT LITY 1 0. 4 HRS. PRIOR 0 I € # ! I U) 12 TO 24 DIA. STONE 2.5 Q 0'^,; / { ST TIN WO K. { ; ' f?` { $ I SCALE . 1 — 50'Q Z Q RIP RAP OVER MIRAFI ..:: �°'� `, / / I LU x 180N FILTER FABRIC PAD LU � ..... � SITE ~ SECTION D -D :. f' :.:. /% i11 I 1 f { € __ �.i ,/........� / 7 a ir COR TION \ t � O SWALE-TO-CREEK TRANSITION DETAIL :: ,; N O s € f { ? f } �.. i 440 i }tom_ .. i to I +{ <N. T.S.> l - /, x- ; I i E LOW N WI HIN ILL I .. V O j W i I € 1 # ` ;' i EXI FEW EtECTRIC LINES LU CL f 11 IN E . C TQR SHALL USE E LU Z_ f { I ' / -. - = i I •', 1 f f € •i. G D CAU I N WHILE T U �R .W. I # 45 T �E E � � = f f-' , Y�11 Vit / € 1 I I IN I T IS A. TIFY W\\ O // 1JTIL %14 HRS.'PRI TO / („) �,' I { 1 ; I �� i {7ST` TI W. K1 J w r^ ?k LOI 1 �CHXI � f1 � O --; :=�:��::.:"" y, f —•�.— r, . ,..... _. _.,_.., .._..{ 1 1$� � � is ' '\ _ ME � 111 CI�iU I ; , \ _ z 1 _. ^� l USE ER I ; E�#IS •Df� GROUND TX 42 RAW WAT \ \ -MATCH- E IS. GLAD /" w J +� ,� ;' € I I -' € } f �# LI E i ARS . ,CONTRACT SHALL U V C AFRI OR dkRD �• AS I I j ! I { . , E T AND CAUISN WHILE J 5-i r`BE�'OND ;EXT •NT? 0 ° I € ? II : W K IN THIS AREA. TIFY UTILITY C.. R ORIOR TO TING WORK.M CL .. - I , i G"R4NG` TOWN i4 f } CA TION!!! f f O /' ' EXCAVATED EXI T. OVERHEAD TX�J POWER �_ .......�... ; V► / � TRIC LINES IN AR�A. €I { • Q a....� 1 ? E S .' AN1TARY SEWER LINE S W AL E \ , A CO TRACTOR SHALL USE EXTREME I - ; € { QQz� ^� oS �` I 1 # ' € 'I NITRACTOR HALL USE LL / .i• / 'T� / € € �l I i I• # f € i } f .............. r ; A C E AND CAUTION WHILE` WORKING: $ ; �W / ^ \ ^ IN HIS AREA. NOTIFY UTILITY, CO. I 11€ ATCH GF AB IT,H 1 If ; EX11 E AND CAPTION WHILE 48 HRS. PRIOR TO STARTING 111�ORK +S+$ € €11 EXIST. SLOF'�� I•; € ! ® HIS AREA. NOTIFY THE -` $o } i • ; f I f PIT 48 IRS. PRIOR 1� REFLECTED C { ! I' T ...._\�O�''P ` i A 439 / ' \ m o Q `:� TOPO SHO 1� / ; ;_ e' TQ WORK. I w 'v ..-......„, 0'e'=eei t !. .} i' m ._ ; _ \ q`h •� ,hV.. ..\ I i...... "'".9ro-.q._.. .�. f , i ' �\ \ � ; ��� � € � € l i j{ � \ � - i � t I ` ,, hw.. 1 1 • w! w } # f '\y I a � ...# # { f LEG 1 # E.:O / . .....^ \ `. % 1 I '.. ' w` : I • t € ~ w } f $39ff f f ( f t ^'•hhG ,+.''_'•,,; ;� R •€. f r ; { .( _# ; f j 1106 _... P• /.°�(• \• AS -BUILT SURVEY DATA \ TOSLOPE' �+j I - ULLYDEVELO f I j rfl FLOODPLAI DESIGN CONTOUR \, \ \ } ' } 1 } ' � -P j .,_.....,...- \, Rj N ••7• �.. ` \ j i \` r' { i i w '. ,M � � � " ( � { j °`,i � � f • € f t i { ............. MAT GRADE WITH wl €� w 7 € i { � f '- ------'-�'-""'- EXISTING CONTOUR 0 EXIST. .1=T�...�: � �. ! REFLECTE EXIST { -rnp 3I 1 �-, \, \4`\ i� { ! 'i k , � ' ' 1 ' f•` ^ \ ^ .._�\�. ' � \ +� it Vr�'t"...�+,� ^.. ,,. I� G e R • •f t'�°`.^a ` �4 1.:' I ? \ ��-. •�!) IDT I w w w 't { _ I LC t i �_., y ' ..._...... = i ✓,� � r ..,, r' ,• � �' �..,�. r /' = I \ QN-' '} : € '^ ! { f:h i f # } :;, � "`• t` -'; --- `..r PAD SITE , V11 ( CV r € w h , , , _ � � j 't l,_.~ � .... 1 �j .} i `'� } _; tt t } `� } i ! I �€ a { f � ^,, f � # ` •.. } `t. , �� - ' . \ � ti, � -'- r i t t t / "' = i , ' i I ! I } {' , i (• 1 4 ( ( .i„ ( I :.....l = t 1 , � ,` � /', . } t i t i t = } I b't � � { } f f € ^h 1:t (( 7 t • i fl' t t` i i , ( f CAUTION!}}.., • i { I -•�•� . € f � � ',`` t` 1 ._._-.\ ,l\ { ` , ` i `,S'1 it - •-o_\: ,tt \ , ':t ^ ...... i i t i= {-/ ! ` �/ I`1, • 3 j { .....€ # .,, { : { EXIST. OVIff . E PQyNER LINES MATCH G ADE AT TO ' - IN AREA.' TRACTOR SHALL USE OF S OP ALONG BELN ' LINE 0 FRONTAGE. I ! I # + f € b J :t EXTREME , fAND"- AUTION WHILE ? i Op: 1 S# NI E CON RACTOR j EX T. R COMCAT FIBER w WORKING IN' TH1.9', AKA. NOTIFY DO N T RADE IN ! ; ! {0 f w UTILITY CO. 48 ,FYR$. (PRIOR TO BELT: LIN RD. f •t} CREME C AND _............. _.i 't '� '; ' PARI { i • i t i CAU � 10 I EI ORKING / r } G W ; f... } STARTIN OFI.i ;` , F i ? i f IN ! TL NOTIFY UTILI1� CO. w w • ! } ` _ : } ..._ . d• ;I CONSTRUCT (NTE CEPTOR I I _r r h � ; I SWALE LEVEL AL NG 4 W } ..._..._... • { j .,. CONSTUCT INTERCEPTOR ; 1 ; 1 4! ,Hf; RSO j 0 START( G WORK SWqL,EEVEL ALONG CONTOUR S C1.01. ? } } ii t fi 1! 438 '; ; t ; CONTOUR. SEE SHT C1.01. j f w SEE H � �, \... .'\. ,� i ',: _ '. . , _ I t 1 [7 � i � \./, \.� In � ! { • { � j f ! ) J � II t to 110' .: 3 �" � f it (, = t { w> s I # t "`: w t't ;i ( t t { `,, i ` G I ....._......... 3 i -pi a .l h }7`. � , \ _...._.............� �� � '� 1 f •,\, 1� ' { `. i�' '' � f f ' •� �# { c u1I :!! \t ,, t f`AD TXU P EWER IS tr. a r • �I..� • �: N . AR -L� TRACTOR S : ALL USE � `e a } XTR C E� AND CA ION ;E %._. I } I ? — ! 1 h FlS AREA,r OfiIFYILITY t� � E \ ^ I 100 -YR. FULLY t I } { i I o t. I' I aj ^ I 't f I NOT VISIBLE 3I; . - ! } I ' bR4 HR .'FIOR TO TIJ,-' ORK. . DEVELOPED ; _ �y FLOODPLAIN f f ; Jr... I I � IN FILE I i � •, ? � I i VVTYVYIVV 4371.40 tI t, o { .�..._ INSTALL 625 CY._12II T` O 18 DIA.....� � I � �I I • � � ' {; RECORD € DRAWING RIP RAF,.`�4" THCK OVER-'--, MIRAFI180N FILTER FABRIC S WINGS HAVE BEEN PREPARED l NO EQUIPMENT OR WORK T E RECORD DRAWINGS 1 I ' ! -a \ I •..rrf 5-1 � A -ALLONED WITHIN 10' OF CAUTION.!. g 1 { j € { :{{ i f } f r ? B EQ ON INFORMATION PROVIDED BY FIELD SURVEY I - GRAPEVINE`-�-CREEK ITOP ' I `` I EXIST. CITY OF IRVING 54 WAITER I i, D ED 3-06-06 AND FIELD OBSERVATIONS DATED z _ # f i -D6. RECORD DRAWINGS REPRESENT OBSERVATIONS �--.OF BANK MAIN IN AREA. C NTRACTOR SMALL •€ s f ? ; { i\ ^\.... USE EXTREME ARE AND CAUT ON I -j \€. '- ' r i r f ; ; TfME OF VISIT. ALL CONCEALED CONDITIONS MAY a tn N INSTALL .180 CY 12"1 TO 4" DIA. ; ��' WHILE WORKING IN THIS AREA. l • m } i r T IBE REPRESENTED. o ' STONE 11 RAP OVER --, �+ I ��_CONSTRUCT I TERCEPTOR 7.._ p� $i�"-g' NOTIFY TODD RACK AT CITY (�F { - €. �,:'2 MIRAF1180N-TILTER IrABRIC �. �r 1� IRVING UTILITY DEPT, 972-721- 103 - i' ;� I I SWALE LEVEL •ALONG � • ' - � f { ! i [ ? w { : t I I { 48 HRS. PRIOR 0 STARTING WORK. 10d -YR. FULLY i - ATH Ij , ; t ; M ;_, } DEVELOPED CONTOUR. SEE $HT�C1.01r�,- \; {/ EXIST IN� �,' ? 111 M1 CH EXIST. G1�ADE I FLOODPLAIN l • j 10' EHIND TOP OF SLOPE j j j I R K E DATE Fr A -. f G'I EE . M W. MCG A � i ELECf.- 43$a +/- ' I 1,!` { N W,P ��� z € y' . \ E'- APPROX. TOP OF (BAN 11 _ z_. € ` _ _.. , { , !F (�'`{f'" {fes -M-•-.`..+ Y .. .... - \ i { 3 1 f f ....F•• ■■.00A MATCH EXIST. AT ,VIEST { I \ _ �.i......_.;— ; t 1 437.40 PROJECT BENCHMARKS \ - , SIDE OF WATER `MAIN 9 EASEMEN :' ;! — — — — — — — — — — — — — # -� f t` If 1 + ' (SET BY HALFF ASSOCIATES) Project No: AVO 23186 \ \ € 2tN15 _.. 1 >. .............. — .\.. _�.__'_==------- €— =Y --r---- INLET • 1 CUT ON t ` `\ \ \ \ 1 f• . \ �' -,. i .... t d — — _,.,.1•- — —� —1+ — — 11 — ° I } � • € '_ E-2441079408 17 No. Date D riptiontINLET 55-25-06 REO D DRAWING f 60' WE CENTERLINE € 7 BLVD TONFSOUTH SDE OFF _ �..... ••�- --- •-' �-•"• BELT LINE RD. ' • • ��. • •,• • '.. lR.1R.f11111R.JR.IR..®.AR.Iw..• — •e • • • • • '' ....... .,..�... ........ """.`...___................—..................... ..--........_...._..-......_......................_.-.....-.............................. ' .. I fl GRADE TO DRAIN } f J; BM 2 "O" CUT ON INLET I ' V 1 ;` iiNO CONSTRUCTION 1 $HALL Be GRADE TO DRAIN �- { ! .- ,° N-7034104.9428 30 WATER --AIN EASEMENT / i RAI , ; , ... f f 1 i PERFORMED OR EpU PMQNT """"". I i i f 1 = 1 '1 ? E-2440816.7226 VOL:',20011234, PG. 1278 ; I •- CAUTION!!! - ALLOWED IN 2 DI 30� UTILITY ,,� PROPERTY LINE EL 454.12 EASEMENTS P NDI�J G EXIST. CITY OF D LAS 48 WATER ? { { _ f !: { ; f' $ j ! LOCATED ON TOP OF EXIST. CONC. CURB INLET Drawn by: CAD ` ' ` ' ,ii NOTIFICATION F ©V1U AND ,, �' MAIN IN E TRACTOR SHALL '� II�' 1 r f ; I �€ E! r + f_ APPROX. 1030' WEST OF CENTERLINE OF 1 ! 20' WATER MAIN EASSEMENT € USE EXTR CARE AND CAUTION chef ked by: nnwlw V L. 7104, PG. 2162 € CITY OF IRVING. - MAX. 6 TO 12 OF FILL ; E ? ( i < .._..._ ? { ; MACARTHUR BLVD. ON SOUTH SIDE OF { { l •� f { f f t # if z BELT LINE RD. sheet Title CONTRACTOR S DIREtCTE`D TO WHILE WOR EA. I11 € 1 f -( (? ; D. .D. .T. I ALLOWED IN EASEMENTS. -. f { 1. \ ! q LIMIT SIZE OF EQUIPMENT", WITHIN NOTIFY SHANE CRAFT AT DALLAS CAUTION... { i ! f ; GRADIN PLAN 1 ' EASEMENTS T LIGHTERQUIPMNT -'` WATER UTILITIES, 214-670- 963 EXIST. 42" STbRM DRAIN 01 ; j AND ONLY FOR PURPO, ES,\ OF 0 STARTIN WORK. AREA. CONTRACTOR SHAL 48 HRS PRIOR T _ { S � � USE EXTREME, AND } 1:/ GRADING AS REQUIRED. EASEMENT : MATCH EXIST. GRADE I a ci 0 r� }t { SHALL TBC USED'' Ofd A! HAUII_, RD. E ;r ; AT PROPERTY LINE CAUTION W `RRING IN AREA. , f ; 1 f # I ' f L s _.. r j r�€ ; i F GENERAL NOTES ON SHEET sheet Number E --- { •.{ CO.01 APPLY TO THIS SHEET / f 1:\23000s\23186\dqn\x102-qqpp-23186.d 5/25/2006 3:5T PM Standardlctive Prole Civil I I .. 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Y ....-_....�..... ...,.. _'i1' "\ ...... ;':.. ...... .... ..... t .... ................. f 1 _ _ \ \ ` / : - • 447 4+ 1` ."..........,...-....-...... �. • _� _ _ -a r �•' • r .� - - �• - - 1067 { TOE OF SLOPE .... / , E . i_ ...................................._11 ------�� ......-............... ,,._• - - -s - - -s - - r : ! 450A+ .......__._........"_.-....... , ......,... ter. fir• -- .. .., T� OF SLOPE ........._..._........_..._........_............_............... i ---- •\ �.......____ e -..", ... ...._..• ' f................. ..........�..».......... . l f �.... f 1 // 100-YR/FULLY / 4 4 i j( \ \_ i -•-_ .,,_!. ..... ..-..... 3-.........____._-.-.-..... ..........,-__..........._._-..............[...-.• - .i .. r ............ i i-/ -s - 0 ii DEVELOPED l ,i "1• '`\ ♦ A 3 i ` }} e� ,._..r / 1 fJ f it -. .... } •fd` { J ........._............._._._..........._..._._...:........."....._...-._-..........w�............. •.-',•- --. _.� . OIIDP•L-A� f , o ! } _.~.. 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TOP SLOPE \ ~ f i �r { I \ Ij \ I" 1 //sem � \ \� �j►, N. ? / 1 ' j 1 1t 13 f' i { ' - \... \ - ViV, .. 1 � 0. � � - - 1094 -'-'` I• 7 jt ; 1 / t ``` • \' - • .� T SLOPE 9 fJ / { 1 { I { t f 411~6 I ^ - - ...�\✓" r .:,...-...,-. ..,r.--:2S`r,/-"= •_- - - - ; - ~ ry ( +SLOPE >\ -,s -,. - - .,,^./ , , `+,"'i - f 1/ '\,, .1__1,-,/\ \ - - - - - - - ... ..........."--.-._...~ f» L.,-, I 1 } I i •� •� \ _C\i%1 f ISI - ) £4 - - - �' • - `, '�•^..-.,,,., \"' \ `\\\ • /r/ TOP OF SLOPE 4 b T5' SLOPE 1 ,,.J, ...._ I`; :i ` \� \ \ \ \\ \ 453.9+1 1093 /.:......:::;-•�,..... _...........•.. ... /' `\ ..q \ \ \ `\ \ \, \� i 1 t 11 14 \,,w ,t � / 444 i ..\'\\\ \�\ `\ S� ``�` •tV I i! ._`••,`" .'�'\\ \ \X.,�'/\.i, ,\ \.'--::•..-.-._�.i (t `, _ ...................1 lI I ... » - \ �� \ % \-J \, \ �? \\ ; / °0a° �� 1 % is / ! 1 f `:.. \ \ / ..\ \ a 8\ `;�\� `\� `_• �,;(/, 4544!06 Q \ i 494 ._._.. , PROPERTY L E I I "\ \� .l 1 { \ tom,.\'�\\. \ \ „b~r j / 11 TOP'OF SLOPE \ / / ... ` / t,.\ ,.�-- _ _ - _ �,-.a-��_ _ _ _ _ ,'- I• ! \ ` ',., \ •, '&+�8 \�.+ - \1 /'\ � y' X. t I } I B €9...1 \` it 1107 / { { \ /: t I '- .. 1 1 ' 11 _-r,.'--" -,\ �-? : •} • i \ \"+ �.s C, \ \ `� ! /\ l S • 1, 443.4+ \ ......�................... \\.,\ \ `' /\,-, 1 f\ TOE SLOPE \ » C>. ' \ / / \'' , \. \ \ \ �` $ \ ` \ ` R PAD SITS I E / I :1 I.. I 1 r \ _. _ 1'11 / i -�.:-" -4 '`� /� \ 'i `\\-` • : } •-3 eR f ., ary \ !'_.~~....~._ / a +I tt E . i.' \ j 1 ..7 I II ill 110 I r CAP ; -1.1: 2 _ _...� C ; �f \ f , : ,� r 1_..........�...--......._-_........ ._.. L • r // �•r.�'':,\\'�\�-Ji ` : ... \ �`, \ / r! ! t Ta 2.6 SLOPE ' \ ! 1 \" E 1 /-` / , 1\r 1 J\ I /1 } t L,-...•,+ \" / -r ' J' .0- � \;.\\. \,\ ,. ..\\`a. \� / n/ TOP 8 SLOE \ \. / \ ...................- ............- / !''E /sf,\ �\ :\ ." , \. / ^T ' o \ /' *•\\- / - 13901 i r \ '"` J 1/,-.>,_. \�\ ,•.k\ \ \ ::\ y% _\. 1 11 -\,/Z.' 45.810 ✓ 3'} '^, t /,.' �/i.' SPOT „-.%'' i -1 I \ IN\ " ~ � 1 1! �1.-,_'•ry-•., ��// , .�;� ,.-'/ { , 1104 i jl /-3a \0\\.7\: 11 11" \. \�\ / .' \ - S - 453.3+ 11 f \,. . \ '. ' , i \ . \ /\ O 7 ~' TOP OF A OPE �\ .~�. - / \ "-,_, \ 1 \ ; 0-1 I �...r' ' { / / I C4 /. \/ / MSV 1 I• .... C \ \\ \ \\ E / (.' \ '(may �"1 f ` I 1--; \\ s " t \ \pis cW i Vi { 1 a4i.9105 \ \ I 1 ti. %1 I L \ �� \ , -"�,. TOE of SLOPE / I I T / `; ,,� ' f }f \ i 100 -YR FULLY _. _ ............._._✓' ., �. \ \ \- ❑ { \ / `., DEVELOPED I 1 i r_. _ \_.~ f P� /' .~.~ \\N 11 \..fit I ; FLOODPLAIN \/ :f `�' •.,. \., ..`` W 1 f•1 \\ �` � - - - - �r - - - - - - - - - - - - - - - - - - -- - - - � 44 I ` `t f `j 1 , •�- r L.�•_, \ I w ci / r' ~ • \L\ _ _ _ • ._ter .s '..\ _._ _ _ . f; 1 : % \! 1102 r _ _ _ ^`` \ ,,,..._........-..., '\"\ \'.\ ..., '+. '` �`b-•+rr..:t„* .::.. : •.......--.. ».•\ 451.9+ i .-.... ✓ r I I ,t _.~..:a-' r __ - - •..16'�'•'!• - •,-•6"^„'- �- .'.I _ ���� '•'•,,., \,.{, ....�c: '• OP OF SLOPE ._.,-.....-..-- \'\r/ - �-� li I _~_'_ \."^ °'\ �:^.. _. ._:_'.~..,. ._. ".- �.':'� 1099 I i ` } 1 j '°: fix,..\ -� _ 1.;. "' s -... .. r! - - ~ 7 ....._.»» _....._., l �,- +.: ................. 451.2+ T ...-,...... ^-" ,•,.r .,..- 1 '`, r i,.! \ ,.\ ., ;1 \ \ -1 44 TOP OF SLOPE i - r •� fw,*,.r- ^Y � .µ• ......�.....� i__ - ~•'^..«_..'�' $:i --- •. 2+ 9.8+ •• it I �. I ` t \. -`:. \: ��, � '. '1 -- ^^. ",' -n! • ,..,_ , .. � _..".. - _. 'N , `.� T OF 9L�E 1 1 ? -. - •-- r ....... s,,,- _ . _ __ - ^_^ i \./ - •,.,., . _ \ � f � ~ ' ISI, Itif-�: .1 iI , _ .! \ t t \ \�.\ \ j .- -- .,-1 940.6+ r ��% f ; ({(, � , � _ : ..- 1/ i ..... ,,,, -_ ,- •-` ._.. .._-..-. ....., ._. _.,_ ams;,.-„•,~..5,•,'� ,- , ,,,•~. ... f ,_ �.. /.• 1 t : l €11� `'•. ' .4\.. \ '.\ `+. t \-`' \ � T� OF SLOPE EXCA ATO M" 1 1 t' f t J, _/ -,,. 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'� \- \�\ ! ! `\ �'• S Revisions: ''ri i ! / ; %` 1 i l i itt t , . { 1 { { f / /' / 7 i f I i \ ', : \ \ i 1• 1 jj i \ \ \ '� I 1 �'•.. \ \ i t t 1 ; 1 f / f" 1 / ! \ 1 t i i / i t / \ `'t ``i `\\' '` No. Date De pt ion / ! f 7 } .> �. \ t i ,/ . { , t . ,, f ,. ! ` f i i \\ \ \ i i I I \\ 1 1 i I 1 .1 . ✓ i f / j \ \ C \ ' \ \ \ ! i r' \ 1 , i , , i :✓�� \ \ . \ i i { , J 1. / / i'` : , i , ) \ §} \ `\ ! \ '\ \. t , i %,/' %.•"-•-• t', i I ; f . \ `n . J r� / 1 ,'} `\ t i ; \ \ 1 \ i `\ \ `t ; 'i i '; `i I �' i THESE RECORD DRAWINGS HAVE BEEN PREPARED 5 -25 -os REG pD DRAWING f' i / 1 f \ } t ~ / \ \ t i i t r'~'� .,. ,. : i ; : . } ! , I f 1 . 1 r .. .I f \ .--.........." ... .✓, i . .: . 1 r t i t � \ i3 ,. \ , ., . .. i G BASED ON INFORMATION PROVIDED BY FIELD SURVEY 1 1 p DATED 3-06-06 AND FIELD OBSERVATIONS DATED11 �_B Q 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS C1•04 LEGEND AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY NOT BE REPRESENTED. 1106 454.4+ AS -BUILT SURVEY DATA TOP OF SLOPE 41 ®/ Drawn by: CAD Checked by: NIW 446 DESIGN CONTOUR 'ENGIN-EER: MARK W. CGRAW,P.E. DATE `� Sheet Title GRADING SECTIO S P N EXISTING CONTOUR 11 GENERAL NOTES ON SHEET C1 03 CO.01 APPLY TO THIS SHEET Sheet Number StandarNo ve Proje -Glut! : �I I 1 I I I 1 1 1NF_'�'' 111 0 I 0I1 III 4 uU No. Date De 5-25-06 REO .I W � u a ci Z JQ F3 a. Drawn by: CAD Checked by: MWM Sheet Title CROSS IiECTIONI 0 C1. Sheet Number 4 1 Revisions: No. Date De 5-25-06 REO tription D DRAWING Drawn by: CAD Checked by: MWM Sheet Title CROSS IiECTIONI C1. Sheet Number 4 ..I--- '1..,71 6 4 a 4 -I- 4 u F5 a 0 :` �0 ' `3 ' ? 1 „ 6 REFERENCE SHE.&T DA2 SOF 2 (SF FROM BE E ROAD LMPROVEi FOR DRAINAGE }**Ek, MAR, OF HA REGION SHOWN. (INCLUDED IN T.HI-.1 ALL A-1 4Et. 2 ' s . 4 I� 46:: f IV ,OUTFALL A-2'NOT AVAILABLE /FOR 2 DUE TO PfFFERENCE IN EI VATIPN -E- 4 4 311 a' J f � d ,�....•....«..._......../ ^_..........•,...-...�... :ems - ( € €€£ t i -I--- 4 4 j a \ I N 0 50 100 150 200 300 SCALE IN FEET SCALE: 1"= 100' _ -- t }t € rM _ . .......................... OUTFALL OS=4 i is •••^-......_... - __ a -+a- •• : ......_.-. .. ..._.. ....._; r_ € t \ '- -air.• I , \ 1 �/ iii T; T� • • - _-€. _ r. 4 .., 1 a ,.. � �� / .... ...-. �..� ` �.1 r3A -_ ^- ,.°°".°,�°" � <,,.-•. „,. ow,...,,,..,,,„,a,,, µ. """ """ .... ........... ...._....._...... .� � :a-, ...... - ---- - \\ "�' •• _ �� �. � �•.. r�ab /i •,�� € 1.0 + LL 8.63 ; - d • _.`` ,< �q_~� ._.. ..._... .._.-_....._ `} €- , , \ / I 4 P'`�'�\\. � \ `\\.^ : - -._ -•eee - eeeeee-.•eee ,e•e f �d ...., .;.z..., Le.e•ewe see.-•e.e �.e..-• �.�... �,.�. \ ^ { � :�.,a id RECORD DRAWING .......- ` f I \. - d >.. r f 2: �A p ,� € _ _ - _ _ w �� -" (€ �a O. .3 i t AVE BEEN PREPARED « _ ~ -;J. THESE RECORD DRAWINGS H y - _ w r ( BASED ON INFORMATION PROVIDED BY FIELD SURVEY -"" ` -� __ _ _ j�' �\, /'� } . i € DATED 3-06-06 AND FIELD OBSERVATIONS DATED \ \\ - - t_1'7.9 r `� -- 1 �, _ _ -.. _, _ - � � M _ _ _ ��¢ r`I. � � •=3' C � � r � � M � � � ��� � � � =�i� � � Y � � µ � -MA _ �� - - ��� _ } � =€ ) € � ;€ €. 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS _ \ \ \ �,,. .... """ V\I ....,••%x, W.••x ••as -:,.x••..:. ^5" �� �t \.. _' ............«. ..................... OZ'SS4 { U Y �ry V f - - mm - ! I I 11� \`; } '€ AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY �4-- 4 4 _ � it � oa'ssro i .4 1 ` /` t 1 \' � NOT BE REPRESENTED. \ sro � E 1 .... •,^ •-. `a\ \ \ \ i \ \ ``\. \= .`` \� O `( �` ee. • /' .e. ee. • e- e'-e� • • e. • i .4000, f '•} \,,,ti - \ `. \. ... ``^, • e e. e. e. a e. e. • i t `1 . \ -✓'*� ^, ,, "\:-.,"\re,..\•- ,r a r= """i• e,e e e><e ea .sem ^`v - e�" t ,f t 1 is 1 # E .• • e e. e e. e e ` \\.\• �'.'� •� e • • .r."e'`G _,,=..,,./_., e,...,,-, v.r-NM' - ,-.'\, \ • �-'.,, v'( �.\ `'"''� 0.93 7.43, • •e • -.ii''n'✓ten}^-•r r�\,_' • ',-i, e" .::... , ``.,, �a \ , \`\��. \i.` `�\\ . �\\��\ "�z' `_i a •,\ .t ., ,.,,,,...o hZ v :. \\`\\ \`\\�-�-' %\\� `^•-\� \ f : s l , - _i _ .._..1,.. " I;�...-,.,f, i ar3 t- .. � - •r~ =-- -•'".` NGIN R: ARKWGRAW,P.E. DAT. E .... 4-7 �` \, 1 3 ` M-8 13.4 .4 \ A_6 I: 448. j \\\'\ �•••a¢^^+,... ? j .Y ; why / % \"\\ �; �~__- ��•�� �a,. � � � , ;; \ / / 3.78 28.4 "� ,} t�. � -1- '"`'•� '1 - - - - - - - - - - - --- - - - - - - ~, ;F, z>\-- `� <w ..._. - -, {' DRAINAGE AREA DESIGN CRITERIA \ • ..\ r f/ T } _� A r 4.19 4. 3�i4/ \.\ I... 446. € r{ 41w- 0.10 0. ` -- _ € I I € /• \S- :\\.\ \-: \ -J is34, { 4'n - -- --� - - - - - - - - - - - - - -- 5 - - - -♦ 1t •-/�,•, �::; / DRAINAGE AREA DESIGNATION Al 0.56 .08 AREA IN 100 YEAR RUNOFF ACRES 0100=C i A C = Runoff coefficient = 0.9 1100= Rainfall intensity = 8.88 in/hr A = Area in acres I i:4H 0. -----\ CCS i 1 ;• 1 \ `� ,t i \ \ � :�\ \ \:�:` o RUNOFF COEFFICIENTS ARE 0.9 UNLESS NOTED OTHERWISE. \ j } S ALE�• �"��- �r" _. 2. DRAINAGE AREAS &DISCHARGE RATES SHOWN I ,t ' '\, ` „_._._..ra--.n-^j'• ,., 1 ._. W f , - ---•• ___ REFLECT THE PROPOSED FUTURE CONDITION _^ /:. t i.. - _ - - - - i ~1.~ WHEN DEVELOPMENT OCCURS SHOWING \ }" ---•r \, \ I - _ - - ALLOWABLE DISCHARGES TO EXISTING OUTFALLS. �� ._...�� ,_ ''= t •- `\` ,ice t I I� } ...f ...w••-'°'....-...:. -7 ALLOWABLE :.1,...-' � I { i / ; \� .. \\ �\ ( \ '\ } I i - } DRAINAGE AREA A-7 ALLOWABLE DISCHARGE ,._.\ �_)_��� }} } j 3. i 't a �. �_ `\ , , `\`' 1' \ ; i _...._.._.. CAPACITY IN EXIST .::3 �� \ %' it ; -'''�\ �51�.:� �\ ��_,...���, „ � \ \\ \ \ �' .... BASED ON REMAINING i ;` ;` \�. \ \,'\ �.., !' i! a 2 i "--- . • - } STORM AFTER DEDUCTING FULLY DEVELOPED i i `, STEM FROM VALLEY RANCH �\ GE TO SYSTEM _ l 158 61 <� If -1\` < (0EL. 14Nt,, RD: A `------- 11 i PLAZA DEVELOPMENT, AS WELL AS AREAS \ � ' • �, ; ` \ ' :� j fes_ f •; \-{-�--- �• .- � _ � .- _ A-2, A-5 AND A-6. � A DRAINAGE AREA DESIGN CRITERIA �\ ;€.; ~ _ - _ _ _,__ A ' •� ' ` ,� ,- ' �r I { I ( '\ '\ _� • •- - -k -4. DRAINAGE AREAS OS -1 THRU OS -4 BASED ON DRAINAGE AREA RUNOFF c_ G TIME OF RAINFALL Qrunoff Qrunoff Qrunoff 11.J No. N AREA (ACRES) COEFF. z CONCENTRATION INTENSITY Q z FROM STREET TOTAL •L LUX IF` COMMENT ,LU , (C) I- O o- CC (min.) (in/hr) U ® U � (Cfs) W w a_ RCP IN BELT LINE ROAD PER VALLEY RANCH■■■ >- W Z 1.08 0.9 W > > O U 8.88 W � 8.55 17.18 Q Q LL♦� O CAPACITY TO CONNECT FUTURE STORM PIPE TO EXIST. INLET V RUNOFF IS INCLUDED IN THE 12 CFS SHOWN ON _ -- t }t € rM _ . .......................... OUTFALL OS=4 i is •••^-......_... - __ a -+a- •• : ......_.-. .. ..._.. ....._; r_ € t \ '- -air.• I , \ 1 �/ iii T; T� • • - _-€. _ r. 4 .., 1 a ,.. � �� / .... ...-. �..� ` �.1 r3A -_ ^- ,.°°".°,�°" � <,,.-•. „,. ow,...,,,..,,,„,a,,, µ. """ """ .... ........... ...._....._...... .� � :a-, ...... - ---- - \\ "�' •• _ �� �. � �•.. r�ab /i •,�� € 1.0 + LL 8.63 ; - d • _.`` ,< �q_~� ._.. ..._... .._.-_....._ `} €- , , \ / I 4 P'`�'�\\. � \ `\\.^ : - -._ -•eee - eeeeee-.•eee ,e•e f �d ...., .;.z..., Le.e•ewe see.-•e.e �.e..-• �.�... �,.�. \ ^ { � :�.,a id RECORD DRAWING .......- ` f I \. - d >.. r f 2: �A p ,� € _ _ - _ _ w �� -" (€ �a O. .3 i t AVE BEEN PREPARED « _ ~ -;J. THESE RECORD DRAWINGS H y - _ w r ( BASED ON INFORMATION PROVIDED BY FIELD SURVEY -"" ` -� __ _ _ j�' �\, /'� } . i € DATED 3-06-06 AND FIELD OBSERVATIONS DATED \ \\ - - t_1'7.9 r `� -- 1 �, _ _ -.. _, _ - � � M _ _ _ ��¢ r`I. � � •=3' C � � r � � M � � � ��� � � � =�i� � � Y � � µ � -MA _ �� - - ��� _ } � =€ ) € � ;€ €. 3-07-06. RECORD DRAWINGS REPRESENT OBSERVATIONS _ \ \ \ �,,. .... """ V\I ....,••%x, W.••x ••as -:,.x••..:. ^5" �� �t \.. _' ............«. ..................... OZ'SS4 { U Y �ry V f - - mm - ! I I 11� \`; } '€ AT TIME OF VISIT. ALL CONCEALED CONDITIONS MAY �4-- 4 4 _ � it � oa'ssro i .4 1 ` /` t 1 \' � NOT BE REPRESENTED. \ sro � E 1 .... •,^ •-. `a\ \ \ \ i \ \ ``\. \= .`` \� O `( �` ee. • /' .e. ee. • e- e'-e� • • e. • i .4000, f '•} \,,,ti - \ `. \. ... ``^, • e e. e. e. a e. e. • i t `1 . \ -✓'*� ^, ,, "\:-.,"\re,..\•- ,r a r= """i• e,e e e><e ea .sem ^`v - e�" t ,f t 1 is 1 # E .• • e e. e e. e e ` \\.\• �'.'� •� e • • .r."e'`G _,,=..,,./_., e,...,,-, v.r-NM' - ,-.'\, \ • �-'.,, v'( �.\ `'"''� 0.93 7.43, • •e • -.ii''n'✓ten}^-•r r�\,_' • ',-i, e" .::... , ``.,, �a \ , \`\��. \i.` `�\\ . �\\��\ "�z' `_i a •,\ .t ., ,.,,,,...o hZ v :. \\`\\ \`\\�-�-' %\\� `^•-\� \ f : s l , - _i _ .._..1,.. " I;�...-,.,f, i ar3 t- .. � - •r~ =-- -•'".` NGIN R: ARKWGRAW,P.E. DAT. E .... 4-7 �` \, 1 3 ` M-8 13.4 .4 \ A_6 I: 448. j \\\'\ �•••a¢^^+,... ? j .Y ; why / % \"\\ �; �~__- ��•�� �a,. � � � , ;; \ / / 3.78 28.4 "� ,} t�. � -1- '"`'•� '1 - - - - - - - - - - - --- - - - - - - ~, ;F, z>\-- `� <w ..._. - -, {' DRAINAGE AREA DESIGN CRITERIA \ • ..\ r f/ T } _� A r 4.19 4. 3�i4/ \.\ I... 446. € r{ 41w- 0.10 0. ` -- _ € I I € /• \S- :\\.\ \-: \ -J is34, { 4'n - -- --� - - - - - - - - - - - - - -- 5 - - - -♦ 1t •-/�,•, �::; / DRAINAGE AREA DESIGNATION Al 0.56 .08 AREA IN 100 YEAR RUNOFF ACRES 0100=C i A C = Runoff coefficient = 0.9 1100= Rainfall intensity = 8.88 in/hr A = Area in acres I i:4H 0. -----\ CCS i 1 ;• 1 \ `� ,t i \ \ � :�\ \ \:�:` o RUNOFF COEFFICIENTS ARE 0.9 UNLESS NOTED OTHERWISE. \ j } S ALE�• �"��- �r" _. 2. DRAINAGE AREAS &DISCHARGE RATES SHOWN I ,t ' '\, ` „_._._..ra--.n-^j'• ,., 1 ._. W f , - ---•• ___ REFLECT THE PROPOSED FUTURE CONDITION _^ /:. t i.. - _ - - - - i ~1.~ WHEN DEVELOPMENT OCCURS SHOWING \ }" ---•r \, \ I - _ - - ALLOWABLE DISCHARGES TO EXISTING OUTFALLS. �� ._...�� ,_ ''= t •- `\` ,ice t I I� } ...f ...w••-'°'....-...:. -7 ALLOWABLE :.1,...-' � I { i / ; \� .. \\ �\ ( \ '\ } I i - } DRAINAGE AREA A-7 ALLOWABLE DISCHARGE ,._.\ �_)_��� }} } j 3. i 't a �. �_ `\ , , `\`' 1' \ ; i _...._.._.. CAPACITY IN EXIST .::3 �� \ %' it ; -'''�\ �51�.:� �\ ��_,...���, „ � \ \\ \ \ �' .... BASED ON REMAINING i ;` ;` \�. \ \,'\ �.., !' i! a 2 i "--- . • - } STORM AFTER DEDUCTING FULLY DEVELOPED i i `, STEM FROM VALLEY RANCH �\ GE TO SYSTEM _ l 158 61 <� If -1\` < (0EL. 14Nt,, RD: A `------- 11 i PLAZA DEVELOPMENT, AS WELL AS AREAS \ � ' • �, ; ` \ ' :� j fes_ f •; \-{-�--- �• .- � _ � .- _ A-2, A-5 AND A-6. � A DRAINAGE AREA DESIGN CRITERIA �\ ;€.; ~ _ - _ _ _,__ A ' •� ' ` ,� ,- ' �r I { I ( '\ '\ _� • •- - -k -4. DRAINAGE AREAS OS -1 THRU OS -4 BASED ON DRAINAGE AREA RUNOFF DESIGN TIME OF RAINFALL Qrunoff Qrunoff Qrunoff OUTFALL No. N AREA (ACRES) COEFF. STORM CONCENTRATION INTENSITY FROM SITE FROM STREET TOTAL CAPACITY OUTFALL STRUCTURE COMMENT NAME , (C) (min.) (in/hr) (Cfs) (Cfs) (Cfs) (Cfs) RCP IN BELT LINE ROAD PER VALLEY RANCH■■■ A-1 1.08 0.9 100 -YR 10 8.88 8.63 8.55 17.18 18.0 EX. 10' CURB INLET TO 21" RCP CAPACITY TO CONNECT FUTURE STORM PIPE TO EXIST. INLET RUNOFF IS INCLUDED IN THE 12 CFS SHOWN ON .■■ 0O A IN BELT LINE RD. (BELT LINE RD. AREA J-12 + J-13) A-2 5.04 0.4 100 -YR 10 8.88 17.9 - 17.9 67.5 EX. 42" VIA PROP. 27" RCP CULVERT A-2 + A-5 + A-6 + A-7 + OS -1 + OS -2 + OS -3 - 67.5 ds - Qcapacity 42" (BELT LINE RD. AREA K-2) A-3 1.68 0.9 100 -YR 10 8.88 13.4 - 13.4 - GRAPEVINE CREEK VIA EXCAVATED SWALE A-4 4.68 0.9 100 -YR 10 8.88 37.4 - 37.4 - GRAPEVINE CREEK VIA EXCAVATED SWALE A-5 1,18 0.4 100 -YR 10 8.88 4.19 - 4.19 67.5 EX. 42" A-2 + A-5 + A-6 + A-7 OS -1+ OS -2 + OS -3 - 67.5 cfs - Qcapacity 42" (BELT LINE RD. AREA K-2) A-6 3.78 0.9 100 -YR 10 8.88 28.4 - 28.4 67.5 EX. 42" VIA FUTURE PIPE A-2 + A-5 + A-6 + A-7 OS -1+ OS -2 + OS -3 - 67.5 ds - Qcapacity 42" (BELT LINE RD. AREA K-2) A-2 + A-5 + A-6 + A-7 A-7 0.23 0.9 100 -YR 10 8.88 1.84 - 1.84 67.5 I' EX. 42 VIA FUTURE PIPE OS -1+ OS -2 + OS -3 - 6 '.5 ds - Qcapacity 42" (BELT LINE RD. AREA K-2) A-8 0.93 0.9 100 -YR 10 8.88 7.43 4.77 12.2 12,2 EX. 10' CURB INLET TO 21" RCP CAPACITY TO CONNECT UTURE STORM PIPE TO EXIST. INLET IN BELT LINE RD. (BELT LINE RD. J-2 +J-14 OS -1 0.10 0.9 100 -YR 10 8.88 0.80 - 0.80 67.5 EX. 42" VIA SHEET FLOW ACROSS PROPERTY LINE A-2 + A-5 + A-6 + A-7 - 42"(Exist.) (BELT LINE RD. AREA K-2) OS -1 OS -2 OS -3 6 5 dsQcapacity (Exist.) OS -2 0.50 0.9 100 -YR 10 8.88 4.0 - 4.0 67.5 EX. 42" VIA SHEET FLOW ACROSS PROPERTY LINE A-2 + A-5 + A-6 + A-7 OS -1+ OS -2 + OS -3 - 6 .5 ds - Qcapacity 42" (BELT LINE RD. AREA K-2) (Exist.) OS -3 1.40 0.9 100 -YR 10 8.88 10.4 - 10.4 67.5 EX. 42" VIA SHEET FLOW ACROSS PROPERTY LINE A-2 + A-5 + A-6 + A-7 OS -1+ OS -2 + OS -3 - 6 .5 ds - Qcapaclty 42" (BELT LINE RD. AREA K-2) (Exist.) OS -4 0.70 0.9 100 -YR 10 8.88 6.39 5.61 12.0 12.0 EX. 10' CURB INLET TO 18" RCP TO BELT LINE RD. AREA K-1 (NOT INCLUDED IN AREA K-2) 3-30" RCP IN BELT LINE RD. r• ........., `- �._~~._ ._.�.. �. _ 7 t ,I f I i ._ ~i ... . •� a 1 DRAIN AGE AREA MAP FOR VALLE Y RANCH PLAZA DEVELOPMENT RECORD DRAWINGS DESIGNED a � N t l # # z>, s ~� - l i ! `` 1 ••• ,\ i ti j� BY WINKELMANN & ASSOCIATES, INC. No. N D ription 1't `\!5. 5-25416 REO RD DRAWING Z� %; q DRAINAGE AREA OS -4 CONVEYED BY 10' CURB TO 18" RCP THAT TIES INTO ONE OF 3-30" , INLET ^ RCP IN BELT LINE ROAD PER VALLEY RANCH■■■ a0 t„ `` '\ Checked by: m PLAZA RECORD DRAWINGS DESIGNED BY ASSOCIATES, INC. THE 6.39 CFS ■ N •- j WINKELMANN & RUNOFF IS INCLUDED IN THE 12 CFS SHOWN ON .■■ 0O A BELT LINE RD. PLANS FOR DRAINAGE AREA K-1 1 i' ;} PROJECT BENCHMARKS -' i, (SET BY HALFF ASSOCIATES) M*1 "[3 INLET ,.. B CUT ON } t ,............i 1€ i-.. _.: i , ,'jt :; _. - ~, ; } N-7034087.8966 >..._' jtd E-2441079.6408 EL -452.17 LOCATED ON TOP OF EXIST. CONC. CURB INLET ':. }i:t£ APPROX. 760' WEST OF MACARTHUR BLVD CENTERLINE ON SOUTH SIDE OF BELT LINE RD. BM*2 "0" CUT ON INLET } ``, i N-7034104.9428 bi i ........� ,,...,.... 1 ...I... '" ' E-2440816.7226 ,. ._. �` � r \� ,•- ` EL -454.12 LOCATED ON TOP OF EXIST. CONC. CURB INLET a �; {'_�'�: t it \ ; ,> ,�� ` - �" APPROX. 1030' WEST OF MACARTHUR BLVD. r j t-� ! CENTERLINE ON SOUTH SIDE OF BELT LINE RD. es ' »; _,- ~� F /'" GENERAL NOTES ON SHEET ..1_ �' r � 3? { . f `�- ^-'`� - � . C0.01 APPLY TO THIS SHEET Project No: AVO 23186 Issued: July 27, 2005 Revisions: No. Date D ription 1 5-25416 REO RD DRAWING Drawn by: CAD Checked by: m Sheet Title PROPOSED D V. COND DRAINAGE REA IV i4LP ION C .01 Sheet Number 0405 PM x 40 x A82 01ip NO 117, � 0� o I O 0 0 0 0 A ~3Q : u p 4x � TREES I LEGEND. -------------------------------------- AREA ACRES --------------- --•------------------------------ --------------------------- OVERALL OVERALL SYSTEM DRAINAGE AREA 0100 CFS AREA �AREA COEFFICIENT TC 1100 —'— DRAINAGE DIVIDE LINE FOR INLET REF RSS (0) NOTES --- --- -- --- SUB- DRAINAGE DIVIDE FOR INLET CFS A 1 �" �"' PROPOSED STORM SEWER 1 RUNOFF RATES (Q) ARE BASED ON THE 100 YEAR EVENT AND CALCULATED USING THE RATIONAL METHOD WHERE W 214 Q (100) = c1A - - -- --- - - INTERIM DRAINAGE AREA ( EXIST' NG) 2 RUNOFF COEFFICIENTS (C) FOR ALL DALLAS POWER AND LIGHT CO 64 179 PROPERTIES ARE BASED ON EXISTING CONDITIONS C = 0 50 REINFORCED CONCRETE BOX CULVERT 3 RUNOFF COEFFICIENTS FOR ALL NON -DALLAS POWER AND LIGHT CO 64 528 PROPERTIES (C) ARE BASED ON FULLY DEVELOPED CONDITIONS AND i.. PROPOSED CURB INLET 09 EXISTING ZONING C = 0 9 UNLESS OTHERWISE NOTED 8 88/6 4 4 TIME OF CONCENTRATION FOR THE EXISTING FLOWS FROM DALLAS �" • �- PROPOSED Y INLET 05 POWER AND LIGHT CO PROPERTIES WAS DETERMINED BY COMBINING 888164 1 78/1 28 OVER LAND FLOW TIMES (n = 015) AND SHALLOW CONCENTRATED 123 09 FLOW TIMES PER CITY OF DALLAS DESIGN MANUAL, MAY 1993 888 5 RUNOFF INTENSITY (Q IS BASED ON TECHNICAL PAPER HYDRO -35 WITH DRAINAGE AREA NO MR,'" A MINIMUM TIME OF CONCENTRATION (tc) OF 10 MINUTES 888 671 I = 8 86 IN/HR 21 05 6 FOR NON -DALLAS POWER AND LIGHT CO PROPERTIES, TEMPORARY 'Y' 819 QI00 (CFS) 46 INLETS AND SPECIAL 'Y' INLET ARE SIZED FOR EXISTING CONDITIONS 'Y' _ 888 367 INLET LATERALS ARE SIZED FOR FULLY DEVELOPED CONDITIONS AREA (ACRES) 05 42 !Awn 0 I - 9 ri AREA REF AREA ACRES RUNOFF Tc (MIN) - 0100 CFS AREA �AREA COEFFICIENT TC 1100 rul REF RSS (0) (MIN) IN1HR CFS A 1 95 05 48 W 214 A -2a 031 09 24 64 179 A -2b 165 05 24 64 528 A -3a 08 09 10/42 8 88/6 4 4801345 A -3b 04 05 10/42 888164 1 78/1 28 A-4 123 09 10 888 983 A5 084 MR,'" 10 888 671 A6 21 05 14 78 819 A7 46 09 _ 888 367 A7 46 05 42 48 11 fir►` 078 09 10 � 623 A-11 061 09 10 888 488 Al2a 068 09 425 48 293 �- • 31 05 426 • • 744 C 1 60 05 504 44 132 C -2a 06 09 � ass 479 C -2b 05 05 10 888 222 0-3 136 09 10 ass 108 �_�, �a 'Irl �� �\ `- • . . � � -. 320 �I -• r••�'" =1 G 08 05 10 888 355 C 7 069 09 119 85 527 0-7b 1 1 05 119 85 468 C6 105 09 10 888 839 �� � �--_.-.__ 10 �- - �.�� C 11a 048 09 28 69 .-,`"�••. -`mow 19 _ 28 �. 561 C 12a 028 09 28 69 148 C 12b 08 05 28 59 236 C 4 037 09 332 56 185 C 4 352 05 332 56 1008 C-13 046 09 10 888 367 C -17A 602 05 15 60 1806 C 17B 848 0S 30 60 2644 C 16 146 09 10 888 117 C-22 039 09 10 ass 312 C-18 14 09 10/17 88W3 112/9 2 C 20 041 09 17 73 27 C2Db 097 05 17 73 35 C 18b 015 05 , 8 88113 12 Ela 116 09 10/22 7 \ 69 E ib 084 06 101227 8 88/6 66 277 E 3 056 09 owl m 66 3 E 3 091 1 227 _ 3 E4 115 09 10 888 91 E5 056 09 10 888 45 E6 450 05 R RM 75 169 N 1 218 1 05 15 756 824 4422 A i !Awn 0 I - 9 ri AREA REF AREA ACRES RUNOFF Tc (MIN) - 0100 CFS AREA �AREA COEFFICIENT TC 1100 0100 REF RSS (0) (MIN) IN1HR CFS A 1 95 05 48 45 214 A -2a 031 09 24 64 179 A -2b 165 05 24 64 528 A -3a 08 09 10/42 8 88/6 4 4801345 A -3b 04 05 10/42 888164 1 78/1 28 A-4 123 09 10 888 983 A5 084 09 10 888 671 A6 21 05 14 78 819 A7 46 09 10 888 367 A7 46 05 42 48 11 A9 078 09 10 888 623 A-11 061 09 10 888 488 Al2a 068 09 425 48 293 A -12b 31 05 426 48 744 C 1 60 05 504 44 132 C -2a 06 09 10 ass 479 C -2b 05 05 10 888 222 0-3 136 09 10 ass 108 C 5 04 09 10 888 320 06b 08 05 10 888 355 C 7 069 09 119 85 527 0-7b 1 1 05 119 85 468 C6 105 09 10 888 839 C9 034 09 10 888 272 C 11a 048 09 28 69 255 C11b 19 05 28 59 561 C 12a 028 09 28 69 148 C 12b 08 05 28 59 236 C 4 037 09 332 56 185 C 4 352 05 332 56 1008 C-13 046 09 10 888 367 C -17A 602 05 15 60 1806 C 17B 848 0S 30 60 2644 C 16 146 09 10 888 117 C-22 039 09 10 ass 312 C-18 14 09 10/17 88W3 112/9 2 C 20 041 09 17 73 27 C2Db 097 05 17 73 35 C 18b 015 05 10/17 8 88113 12 Ela 116 09 10/22 7 8 88/6 66 69 E ib 084 06 101227 8 88/6 66 277 E 3 056 09 227 66 3 E 3 091 05 227 66 3 E4 115 09 10 888 91 E5 056 09 10 888 45 E6 450 05 158 75 169 !Awn 0 I - 9 ri AREA REF AREA ACRES RUNOFF COEFFICIENT (C) Tc (MIN) 1100 INMR 0100 CFS Fla 076 05 175 72 482 F 1b 175 09 175 72 63 F2 11 09 1019 888/72 88/71 F 3 11 09 175 72 71 F -3b 324 05 175 72 1166 F4 078 09 10 888 623 F5 051 09 10 888 41 G 1 14 09 10 888 112 G7 078 09 10 888 623 G2 045 09 10 888 362 G 3 101 09 10 888 807 G 4 072 09 10 888 578 G6 031 09 10 888 24 G -5a 83 09 304 58 433 G 5b 146 05 304 58 423 H 1 065 09 10 888 51 H2 01 09 10 888 08 11 12 126 09 10 888 1007 13 049 09 10 888 392 14 071 05 10 ass 315 15 03 09 10 888 239 1-13 074 05 10 8 88 329 Ili 070 09 10 888 558 112 07 09 10 888 558 19 094 05 10 888 417 110 069 09 10 888 551 ill 049 09 10 888 392 J-12 098 09 10 888 783 J 13 126 09 10 888 101 116 047 05 10 888 209 11 097 09 10 888 775 J 14 097 09 10 888 775 J 2 055 09 10 888 440 J3 069 09 10 888 551 J4 031 09 10 888 248 J 7 060 09 '10 888 479 18 022 09 10 888 175 J 17 096 05 10 888 425 J6 070 05 10 888 31 K 1 is 09 10 888 12 K3 017 09 10 888 136 K2 845 09 10 888 675 L 1 01 09 10 888 08 L2 028 09 10 888 22 L3 029 05 10 888 102 M 1 147 05 47 45 33 M2 39 05 47 45 88 N 1 218 1 05 15 756 824 4438 450 x 446 9 x x 445 1 460 Ay/ , x 441 N \avol% 11\dgn\, DGN=111da2b.dgn, REF= 11da2b.cit 029 x 44" 0 50 100 200 300 400 600 SCALE IN FEET • THE SIZE OF THIS AREA WAS DETERMINED BY THE CAPACITY OF THE EXISTING SYSYEM LOCATED AT THE INTERSECTION OF MacARTHUR DRIVE AND BELTLINE ROAD. 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I) N-7034104.9428 � / E-2440816.7226 ("- I EL -454.12 Drawn by: CAD , — Checked by: mw -'11'--, IST. CONC. CURB INLET I �� APPROX. 1030'WEST OF MACARTHUR BLVD. Sheet Title ; ; CENTERLINE ON SOUTH SIDE OF BELT LINE RD. STORME RAIN PLN � I I �,� GENERAL'NOTES ON SHEET I � - i c .01 � , ICO.01 APPLY TO THIS SHEET � I , - Sheet Number 11\23000a\23186\dan\c301-sd-23186. 5/25/2006 14-04110 PM t , L:i O 1 i � s € M W • � Q zU NJ i I 5 LU W ,- N Ix W O + -- - O J € N T ISI�L I ! a o tf'- ` _ _ _ _ _ E — - € -- -- W i € T IELED to w _ 1 4.5 J W lL in LU z • I "-Z LTJ > > O W W U ' - j ATC 0 PIPE 4 O _ € Q Q O rF Z _ € E Z Z E — € — — € ! 10 - E 4 + 4 _ J 14 € E LL tt - 7' •Tie 0=1.9cs :: F - E ! 2 = ' .31 rn 'Ft fit 1I •:Low' :�.. '14 1111 •1.0191M • VCD � •Tie s 4 :: 8 • � : v� 4� CCS V O • VCD v� 4� CCS V O aN �Co N cq N M ■E■ fie O i HEIMz ■E■ A Project No: AVO 23186 Issued: July 27, 2005 Revisions: No. Date D ription 5-25-M RE RD DRAWING Drawn by: by: CAD Checked by: MW : Sheet Title _ STORM RAIN - - _ PR ,FILE GENERAL NOTES ON SHEET C 1.02 C0.01 APPLY TO THIS SHEET Sheet Number ia\23000s\23186\dgn\c302-sd-23186.d 5/25A StandardlctTv8 Prole =CIO i 14=0401 PM I.......... 21 ............. f�'�', . ....... UJ .......... . . ............. --------- - . .......... .. ... CL .......... ......... 4 . ............ ......... . ........... ... .... . ............. ... . . .. .... . ... .. ICn ...... . ....... CL LU X .......... .. .. ......... . ........ ILU LI )IV rL ............. ........ LU ........ .......... . ... ...... 0 50 100 150 200 300 .......... ... . ...... . ................. SCALE IN FEET 0 :iti LU LU CL SCALE: 1 100' ----------- .......... .. .... .... ........ CL . ....... .......... .............. >— ULJ z ........... QT ...... UJ S-TALL-�-- tCTIPN..-.. LIJ U ........... 1,P,IiASF, UJ .. ............ U) ...... .......... CONSTRUCT TEMPORARY IPHASE' I .... ............ REINFORCED SILT FENCE ... ............. . ........ INS it ... ....... 0 ........ LL ,11�f_T P ROTEdION ..... . ................ .... ..... . ...... (Ty�� ....... . ...... ........ . .... AS SHOWN 5' INSID� I. ..... 0-0 N_ D AR`T' ........... . ..... . ... . ... .... . ..... . ............... CAL) 0 ...... . ... . ... . .... .............. .............. - - ---- . ........ . ..... . ..... . ... ....... . .. ... . .............. .... . ..... ..... . ........ z . ...... .... . ...... - - ----- . ....... .......... ------------- .......... .. ... ........ PHASE I SITE CLEARING & GRADING PHASE 11 STORM DRAIN CONSTRUCTION ............. ..... . . . .... ....... . ........ IIm I...... ........ PHASE Ill CONSTRUCTION CO IIPHASE IV FINAL STABILIZATION ��w �6 ... . ................... . ........ ............ 1 NMI ................... ........... HA E S ST IN A EROSION CONTROLS: CONSTRUCT 4ZIl T LL r7klTo AKIN:14ZI PPMM: 1`1 1PR INI PT — --- — --- b, INb I ALL m AIN I AIN tAlb I. LKUbIUN UUN I KUL . ... . ... . ... . ... 7 INLET PROTECTION, ADD ADDITIONAL PHASE I i EROSION CONTROLS AS NEEDED x 4 4 - - - - - - I PHASE I _�LSIL CE . ..... PHASE I ICONSTR OORARY - - - - - - - - - - TEM - - - - - - - - - - CONSTRUCT STABILIZED -REINFOM -T -FEN aNSJRUCTAqJ_E-N-T.RANCr-`EX %E/EXI _W DETAIL EET ------ ---- ----- .. .... C TR R.O.I PHASE III - - - - - - - - - - PER DETAIL SHEET C.7 > MAINTAIN EXIST. EROSION CONTROLS. ADD C ilADDITIONAL CONTROLS AS NEEDED FOR ---------------- .............. . ............................ - - - ......... CONSTRUCTION ACTIVITIES. ..... ................ ---------- ..... ........ ... .................. .... .... I........................ ............. .............................. ...... ......... llL -- - -- - -- - - ......... ... ................... ............. 4 77� ... ....... .. ....... .. ....... .. ... tll.... . ..... ltill ml i4 ...... . ...................... tllI... .... .... ......... .. U + r . ... ...... t............................... . . .............. .............. ........................ . ...... . .... . ... .. ... .... ... .... PHASE I .. .. ....... CONSTRU TEMPORARY % 0I7IKICIfN0f%I7n . .......... ....... AS SHOWN 10'INSIDE, UTILITY EASEMENT 'PAD \SITE 44 . .......... l................ . . ............... T .. ................ /z/ ......... ...... PHASE I fo ......... . . . ............ . CONSTRUCT ROCK CHECK DAM - — — - < .. ....... .. ....... . . . ....... f 7:; ............ ......... NOTE: SEE EROSION CONTROL NOTES & DETAILS SHEET ..... ....... ........... FOR DETAILS AND GENERAL NOTES. I.................... % PURSUANT TO THE PROJECT REQUIREMENTS THE ---- ---------- CONTRACTOR SHALL PREPARE A STORM WATER EXCAVATED POLLUTION PREVENTION PLAN. IS ALE I THE DRAWINGS CONTAINED HEREIN ARE NOT, ... .. . . . ......... .................... AND SHOULD NOT BE CONSIDERED TO BE A STORM WATER POLLUTION PREVENTION PLAN. SHOULD THE CONTRACTOR CHOOSE TO USE I. ..... THE INFORMATION HEREIN, HE SHALL DO SO WITH THE PROVISION THAT HE AT A MINIMUM C IIFOR CONSTRUCTION ACTIVITIES UNDER THE EMEETS ALL OF THE PERMIT REQUIREMENTS DA T� TE -ORAIY- A/ C R E 5 8 - — ---- - --------- ...... APPLICABLE PERMITS, RULES, REGULATIONS .......... . TCEQ TPDES PERMIT NO.TXR15000O AND OTHER > .. . . ...... ..... ....... .. ... . ........... ........... IAND CODES. ......... . . t2 . ..... . ....... . ..... . ......... CONTRACTOR SHALL ADD TO THE SITE MAP ... . ....... ............ Q AT A MINIMUM, THE FOLLOWING AND SHALL . . ................ 41%4 4 ...... . ..... ....... . ......... ...... ...... ADD ADDITIONAL INFORMATION AS REQUIRED .... .. ......... . ..... .... ... /* . ......... . ..... ..... . ....... ..... . ....... BY THE PERMIT: ..... . ......... . ....... . ........ . . ....... ..... . ........ t(4) ---- - ------ . ....... ........... .... . ..... 4AS9"'I P RUCT 0 . ................ . ........ . ..... . ........ . ..... ..... . ...... -- - ------- 1. OFF-SITE MATERIAL, WASTE, BORROW, FILL OR EQUIPMENT. C-ONST --'-TEMPORARY,. MEN 2. AREAS DISTURBED/AREAS UNDISTURBED NOT REINFOIAtED SILT FENCt BEIM 00 3. CONCRETE OR ASPHALT BATCH PLANTS . ......... ........ SHOWN ISHOWN. mom /* ...... 4. EQUIPMENT STORAGE AREAS ... ....... ..... . AVO Project No: 23186 5. ON-SITE WASTE AND TRASH STORAGE Issued: July 27,2005 6. SANITARY WASTE FACILITIES 8. CONCRETE TRUCK WASHOUT LOCATION .. ......... 7. FUELING AREA rN 44 4 --------- . . ...... 9. REVISE PHASES SHOWN ABOVE AS Revisions: Docription ........... . . ............ . ............. .... ... ...... . ...... . .... APPROPRIATE FOR HIS OPERATION. No. Date 'Z, 2 5-25-06 RE( RD DRAWING NOTES: . . ..... 1. THE TCEQ, TPDES PERMIT REQUIRES SEDIMENT BASINS WHERE FEASIBLE FOR COMMON DRAINAGE .......... - - - - ------ OR MORE ACRES DISTURBED AT ONE TIME. SEE . ..... . . .......... LOCATIONS THAT SERVE AN AREA WITH TEN (10) .. ....... . . TWP PI7nHIPFMF7NT_q IPART III.F.3.(a). OF THE TCEO TPDES PERMIT FOR Drawn by: CAD . ........ . .... . .. 2. THE CONTRACTOR MAY USE THE EROSION ked �V: mW1 CONTROLS SHOWN ON THIS EROSION CONTROL Chec Sheet Title IIITH THE PROVISION THAT HE AS OPERATOR PLAN W EROSION; CONTRI� IS RESPONSIBLE FOR IMPLEMENTATION AND CONTINUING MAINTENANCE OF THE EROSION N I P�A CONTROLS IN ACCORDANCE WITH THE TPDES ............ DCDLIIT SHEET Y CO.01 APPLY TO THIS SHEET GENERAL N V Sheet Number NOTES 0 NOT USED AS RECORD DRAWING U U] ............. ............ tz\23000a\23186\dan\o4Ol-ec-23186.d 06 14040 PM THIS IS NOT A STORM WATER OLLUTION PREVENTION PLAN. THE CONTRACTOR MUST PREPARE AL RELEVANT DOCUMENTS INCLUDING HIS OPERATION SPECIFIC INFOR ION PER THE TCEQ TPDES PERMIT NO.TXR150000, INCLUDING ALL D CUMENTATION & CERTIFICATIONS AS REQUIRED BY THE PERMIT. Drawn by: CAD . ........ . .... . .. 2. THE CONTRACTOR MAY USE THE EROSION ked �V: mW1 CONTROLS SHOWN ON THIS EROSION CONTROL Chec Sheet Title IIITH THE PROVISION THAT HE AS OPERATOR PLAN W EROSION; CONTRI� IS RESPONSIBLE FOR IMPLEMENTATION AND CONTINUING MAINTENANCE OF THE EROSION N I P�A CONTROLS IN ACCORDANCE WITH THE TPDES ............ DCDLIIT SHEET Y CO.01 APPLY TO THIS SHEET GENERAL N V Sheet Number NOTES 0 NOT USED AS RECORD DRAWING U U] ............. ............ tz\23000a\23186\dan\o4Ol-ec-23186.d 06 14040 PM Erosion Control Notes 1. The Contractor is responsible for preparing and implementing a Storm Water Pollution Prevention Plan (SWP3) in accordance with TCEQ Texas Pollutant Discharge Elimination System (TPDES) Permit No. TXR150000 (PERMIT). The details shown on this sheet represent typical methods for controlling erosion during construction and are intended for the Contractors guidance in preparing his Pollution Prevention Plan. The Contractors plan shall comply with the PERMIT and Federal. State and local requirements. The Contractors plan shall include. but not be limited to, preparation and submittal of a Notice of Intent (NOT) to the TCEQ, if the project is 5 acres or larger and preparation of all plans and documentation as required by the PERMIT. 2. It is the intent of the information provided on these documents that this information be used as a GENERAL GUIDELINE by the Contractor. The SWP3 to be prepared by the Contractor shallmeet the current requirements set forth in the TCEQ's TPDES general permit for storm water discharges from construction sites as well as any local requirements. 3. The Contractor shall be responsible for maintaining erosion controls during construction and for obtaining any required construction related drainage permits. or making any construction related notifications. An inspection report that summarizes inspection activities and implementation of the SWP3 shall be performed as required by the PERMIT and retained by the Contractor and made a part of the construction documents. The Contractor shall provide copies of all SWP3 documents including. but not limited to, inspection records, original plans, and modified plans to the Owner at contract close-out. During construction the Contractor shall provide copies of his SWP3 inspection reports to the Owner. 4. Temporary storm drainage and/or erosion control material shall be suitable for this specific project and shall be installed in accordance with proper techniques by the Contractor as shown in the North Central Texas Council of Governments 'integrated STORM WATER MANAGEMENT (iSWM) Design Manual for Construction' and applicable manufacturer's specifications. Temporary storm drainage and/or erosion control material shall be removed by the Contractor, in accordance with NCTCOG Standard Specifications for Public Works Construction when temporary erosion control devices are no longer required as specified in the PERMIT. Maintenance of the permanent erosion control measures at the site will be assumed by the Owner at contract close-out, acceptance of the work. and after proper communication and training is provided by Contractor to Owner personnel. 5. The Contractor shall maintain his SWP3 in accordance with the TCEQ TPDES Permit and make his SWP3 available. upon request, to the inspectors of the TCEQ. EPA, Local MS4 and the Owner. 6. The Contractor must amend his SWP3 whenever there is a change in design, construction, operation, or maintenance of the SWP3. or when existing SWP3 erosion controls become ineffective. Modifications shall not compromise the intent of the requirements of the PERMIT. Modifications including design and all additional materials and work shall be accomplished by the Contractor at no additional expense to the Owner. 7. The Contractor shall inspect his stabilization and erosion control measures at a minimum of once every 14 days, and within 24 hours after any storm event greater than 0.5 inches, or once every 7 days. The Contractor shall repair inadequacies revealed by the inspection before the next storm event and he shall modify his SWP3 within 7 days of the inspection. 8. The Contractor shall adopt and implement appropriate construction site management practices to prevent the discharge of oils, grease, paints. gasoline, and other pollutants to storm water systems or surface waters. Appropriate practices shall include. but not be limited to: designating areas for equipment maintenance and repair; collecting wastes; maintaining conveniently located waste receptacles, and designating and controlling equipment washdown. 9. Borrow areas and stockpiled materials, shall be protected and stabilized by the Contractor in accordance with PERMIT requirements and in a manner acceptable to the Owner. 10. All non -paved areas shall be revegetated by the Contractor upon completion of final grading. This includes all ditches and embankments. The Contractor shall maintain final grading. and keep revegetated areas watered until fully established and accepted by Owner. 11. The Contractor shall construct a silt fence at locations suggested on plans as appropriate or as modified i'n his SWP3 to fit site conditions at the time of placement, and all borrow and stock pile areas. The silt fence shall be constructed as detailed on this plan. The Contractor shall remove accumulated silt when it reaches a depth of 1/3 the height of the silt fence. The Contractor shall dispose of the removed silt at a location approved by the Owner and in such a manner as to not contribute to erosion and sedimentation. The Contractor shall remove temporary erosion controls when the site finally stabilized as defined in the PERMIT. 12. The Contractor shall designate material and equipment storage areas mutually agreed to by the Owner. The storage areas shall be graded for positive drainage, and the surface stabilized with a minimum of 2 inches of compacted flex base on 6 inches of scarified and recompacted subgrade by the Contractor. A silt fence and/or other erosion controls shall be installed by the Contractor around the storage areas to prevent eroded material from leaving the site. 13. All inlets (onsite and offsite) receiving drainage water from disturbed areas shall be protected by the Contractor as per details shown or other Owner approved methods to prevent eroded materialfrom being transported to inlets. 14. The notes and details contained herin do not relieve the Contractor and Owner of meeting and implementing the requirements of the PERMIT. THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE CONTRACTOR MUST PREPARE ALL RELEVANT DOCUMENTS INCLUDING HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT NO. TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS AS REQUIRED BY THE PERMIT. S= 6' TO 8' (EXTRA STRENGTH FILTER FABRIC ONLY) 8' TO 10' FILTER FABRIC WITH POLYMER OR WIRE MESH BACKING SILT FI COMPACTED OR GRAVEL S 4' STEEL 'T' FENCE POSTS ISOMETRIC VIEW is 6' MIN. i TRENCH - ) FABRIC AND MESH BACI (IF USED) A MINIMUM OF 6' INTO TRENCH. e�ww�w wu rr►.�E WRAP FABRIC 1 FULL TURN AROUND POST (MIN.) SPLICE AT TOP FENCE SPLICED DETAIL SILT FENCE GENERAL NOTES: PLAN VIEW 1. THE BOTTOM OF THE SILT FENCE SHALL BE SET IN ANCHOR TRENCH PER THE DETAIL. WHERE THE SILT FENCE CANNOT BE ANCHORED IN A TRENCH (E.G. PAVEMENT). SILT FENCE SHALL BE ANCHORED DOWN WITH WASHED GRAVEL. 2. AT SPLICES IN THE SILT FENCE, THE SILT FENCE SHALL BE WRAPPED AROUND EACH END POST, ONE FULL TURN, POSTS DRIVEN ADJACENT TO EACH OTHER WITH THE TOPS OF T E POSTS SECURED TIGHTLY TOGETHER WITH WIRE TO PREVENT SEDIMENT FLOWING THROUGH THE SPLICED JOINT. 3. SILT FENCE SHALL BE SECURELY FASTENED TO EACH SUPPORT POST. 4. ACCUMULTED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 1/3 THE HEIGHT OF THE SILT FENCE OR AS NECESSARY TO MAINTAIN THE SILT FENCE IN GOOD OPERATING ORDER. THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. 5. SILT FENCE AND OTHER SEDIMENT CONTROLS SHALL BE MAINTAINED PER THE REQUIREME TS OF THE PERMIT AND IT SHALL BE REMOVED AS REQUIRED BY THE PERMIT AT COMPLETI N. SILT FENCE DETAIL N.T.S 6' TO 8' OF 3' DIA. TO 5' DIA. STONE EXISTING GRADE ELEVATION MINIMUM FILTER FABRIC SPECS. GRAB TENSILE 205 LBS. STRENGTH (ASTM D1682) ELONGATION 60% FAILURE (ASTM D1682) MULLEN BURST 255 LBS. STRENGTH (ASTM D3768) PUNCTURE 80 LBS. (ASTM D751) STRENGTH (MODIFIED) EQUIVALENT SIZE 40-80. (US STD. SIEVE) OPENING SIZE (EOS) (CW-02215)— FILTER FABRIC* EXISTING ROADWAY Mir *FILTER FABRIC IS NOT REO IR UNLESS A STABILE ENTRANCE CANNOT BE MAINTAINED WITH STONE ALONE. I FLARE AS NECESSARY TO PROVIDE ADEQUATE TURNING RADIUS FOR CONSTRUCTION VEHICLES L=50' TO 75' � o o ( o° ° ° o C&P■ � °°■ 0 a ° N go° o tfi °8 O&°, $0 ° ° Z 0 8° 43 a 4F 0 400 0■00004 X0 ° �0 0 o, 1,1re I 10' TO 12' MIN. OR 25' WHEN TRAFFIC VOLUME REQUIRES CLEARANCE FOR TWO VEHICLES TO PASS GRADE TO DRAIN AWAY FROM iI R.O.W. STABILIZATION AND PAVED ENTRANCE PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S OPEN GRADED F 4'-8' DIAMETER - FLOW CONUi I IUN 3'-5' DIAMETER -OTHER CONDITIONS EXIST. BANK CONCENTRATED FLOW 2' X 2' STEEL T -POST EMBEDDED 2' MIN. 6d NAIL FILTER FABRIC ISOMETRIC VIEW 6" TO 9" 1-u-a—%�►' ♦ r ♦ u—.r. II=11=11:=11:=11:-11-11=11:-11=11=11: CROSS SECTION ROCK CHECK DAM N.T.S HN N ........ ........ . .:......... ............. �■■uu..■Y`uuuv■u.u■.. uuuuu■.■.' ,orouu u.■ ..:.;...:.. " .-.... I 4=5 I I 11F &7NNA,!, N.T.S 2'x4' STUD WIRE SCREEN 2'x4' STUD WOVEN WIRE SHEATHING 'ION MAY BE REQUIRED ,ON DOWNSTREAM SIDE OF CHECK DAM DEPENDING ON CONDITIONS 18' NOTCH INTO EXISTING BANK BOTTOM OF SILT FENCE TO BE ANCHORED AS SHOWN IN SILT FENCE DETAIL ON THIS SHEET. SAND BAG ANCHOR OR OTHER AS NECESSARY CURB INLET 2'x4' -WIRE SCREEN & FILTER FABRIC SECURELY FASTENED. ANCHOR 2'x4' AS REQUIRED EACH END. FILTER FABRIC CURB INLET PROTECTION N.T.S FLOW CONCRETE BLOCKS PLACED AROUND DROP INLET PERIME AROUND CONCRETES BLOCK PERIMETER WIRE SCREEN PAVEMENT OR TURF OVERFLOW ISOMETRIC VIEW N.T.S. IkVLL HL1 LH NCRETE BLOCK IESCREEN r' NCRETE BLOCKS ACKED 2 HIGH WIRE SCREEN TO CONTAIN GRAVEL 1 1 r SECTION AA "r% • "r1' FILTER (APPROXIMATELY :TER) PLACED TO CONCRETE BLOCKS 100% PASSING 1' SIEVE. 957. RETAINED ON %2' SEIVE. OVERFLOW CONCRETE BLOCK FILTER AREA INLET WITH GRATE NOTE: GRAVEL FILTERS MAY BE USED ON PAVEMENT OR BARE GROUND GRATE INLET FILTER DETAIL N.T.S 2'x4' WOOD STUD CROSS-SECTION AA COMBINATION INLET OR CURB INLET 3/8 OPENING WIRE SCREEN GRAVEL FILTER PLACED A AROUND PERIMETER OF I TO TOP L CONCRETE CONCRETE BLOCKS TO BLOCKS PREVENT MOVEMENT OF GRAVEL GRAVEL GRADATION 100% PASSING 1' SIEVE, 95% RETAINED ON �j/2' SIEVE. •, Ly.. A 2'x4' WOOD STUD EXTENDED INTO CONCRETE BLOCKS CONCRETE BLOCKS CONCRETE BLOCK FILTER COMBINATION OR CURB INLET FILTER DETAIL N.T.S Drawn by: CAD Checked by: MWIM Sheet Title EROSION CON DE AILS NOT USED AS RECORD DRAWING GENERAL NOTES ON SHEET C4 02 CO.01 APPLY TO THIS SHEET Sheet Number • Vco V1 W Z � O Q W V X LU �— LU O o- F.,Pc Cn C,1 (�' 0 O J -� W w IZ Issued: July 27, 2005 >. W Z 0- W > > ! V I Date J W W 5-25-06 Q LL O rCn V zz_ J _ U JQ _ J m O O J LL COMBINATION OR CURB INLET FILTER DETAIL N.T.S Drawn by: CAD Checked by: MWIM Sheet Title EROSION CON DE AILS NOT USED AS RECORD DRAWING GENERAL NOTES ON SHEET C4 02 CO.01 APPLY TO THIS SHEET Sheet Number • Vco V1 VcA O T� V1 4-0.01 A 4-4 a, N F.,Pc Cn C,1 ONE o ■ Z N .ww. 00 Project No: AVO 23186 Issued: July 27, 2005 Revisions: No. I Date D ription 5-25-06 REC RD DRAWING COMBINATION OR CURB INLET FILTER DETAIL N.T.S Drawn by: CAD Checked by: MWIM Sheet Title EROSION CON DE AILS NOT USED AS RECORD DRAWING GENERAL NOTES ON SHEET C4 02 CO.01 APPLY TO THIS SHEET Sheet Number