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HomeMy WebLinkAbout11-4504 W F DRNG IMPVSMAYOR: Lou .R. R'Igby COUNCIL: AT -LARGE A: John P. Zemanek AT -LARGE B: John Black POSITION 1 Mike Mosteit Po=.iow 2: Chuck Engelken POSITION 3: Daryl Leonard POSITION 4: Tommy Moser POSITION 5: Jay Martin PoslTloiv s: Mike Clausen CITY MANAGER: Ron Bottoms /UII — Drawings GN—A ' wg , CITY OF LA PORTE LA PORTE MUNICIPAL AIRPORT 0 APRILI 2011 LA PORTE _ Pop 27,910 PROJECT LOCATION Littl Cedar Boyou Pnrk Bay Forest Golf Course VICINITY MAP LPT10452 GALVESTON BAY I II k,)UUVVUY Jll CCl Offices West, Suite 2332 Pearland, Texas 77584 Office: (832) 456-4700 Fax: (832) 456-4701 Drawing List 1 — COVER SHEET 2 — PROJECT LAYOUT & GENERAL -NOTES 3 — .OVERALL DRAINAGE AREA- MAP' 4 DRAINAGE CALCULATIONS';'. 5 — 16TH STREET IMPROVEMENTS,- 6 — 16TH STREET IMPROVEMENTS 7 — 16TH STREET IMPROVEMENTS 8 = D STREET IMPROVEMENTS 9 — D STREET IMPROVEMENTS. 10 — D STREET IMPROVEMENTS 11 — F STREET IMPROVEMENTS 12 — F STREET IMPROVEMENTS 13 — F STREET IMPROVEMENTS 14 — D STREET. DITCH CROSS SECTIONS 15 — D STREET DITCH CROSS SECTIONS 16 — CONFLICT BOX DETAILS 17 — JUNCTION BOX DETAILS 18 — INLETS TYPE AD & AAD (XDOT) ..; 19 — CONCRETE HEADWALLS OR':'P rc (;:�''vERTS• (TXD( NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER, THE AUTHORITY OF WILLIAM C. HERNDON P.E. TEXAS NO: 97312 ON DATE:4/25/2011 IT IS NOT TO BE USED FCR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144 APPROVED BY: Rodney Slaton, P.E. City Engineer DATE: i 00. J 0 0 O Oo LL �o CL Off' J a J O J LL Q to 1 J ja N Z Z0 o Qa o boo `�, y ZLL .J O� U t LjQ V) F LJ04 � � M vNo LL m� LL � J W LL u� N O 7Lr)N Cr N ILL ~� d Qd uo M y' i PROPOSED PROJECT LOCATION FARMONT PKWY GENERAL CONSTRUCTION NOTES: N 0 500' 1000' SCALE IN FEET N Z 0 w i =z,5 �g ro c Z Z��� 0 rn 0 �M$o na Yin nit 0 o� w2 li moo li •p, y o VONCZ 50 0 NK(VsVs(�,JJ� Op z 4m¢F =m YIU CL 16TH ST Number n Begin ,St End St ton Length Bearing Northing Easting L1 0+00.00 0+69.44 69.437 NO3' 17' 08.96"W 13'807846.14 3227280.81 L2 0+69.44 5+41.02 471.588 NO3' 09' 58.90" W ' 13807915.46 3227276.83 L3 5+41.02 10+09,08 468.056 NO2' 43' 03.27"W 13808386.33 3227250.78 L4 10+09.08 15+00.00 490.919 NO2' 54' 13,13"W 13808853.86 3227228.59 CL D ST Number Staton Station End Length Bearing Northing Easting L5 0+00.00 12+44.54 1244.540 N87' 16' 53.75"E 13808854.08 3227140.91 L6 12+44,54 16+27.68 383.136 S62' 43' 06.257E 13808913.11 3228384.05 F ST STM SWR Number in Staton End Station Length Bearing Northing Easting L7 0+00.00 0+49.51 49.510 N76' 43' 52.19"E 13807937.83 3227252.18 L8 0+49.51 1 1 +74.65 1125.138 N87' 12' 16.82"E 13807949.19 3227300.37 L9 1 1 +74.65 13+97.54 222.894 S62' 22' 55.78"E 13808004.06 3228424.17 SURVEY NOTES UU CONTROL Horizontal control based on NAD 83, Texas State Plane South Central zone (4204) ,Grid, (VRS/RTN network tied to the CORS system using ROD1 CORS AP,P, PID DJ8995) and may be converted to surface by multiplying by a combined scale factor of 0.00013. Vertical control based on NAVD 88 (2008 adjustment) and may be converted to 2001 adjustment (TSARP) by adding 0.21 feet or to CoL ODOM i RM 30 by adding 0.17 feet. I CCI control Point + 10 RM 060020 ` 5/8"ir w/red cap 'CCI CNTRL'. N 13,806,115.18 �,. N 13,806,176.49 E 3,229,795.63 . E 3,227,285.12, Elev. 12.76 (08) { i Elev. 16.93 12.97 (01) CCI control Point +.1 CoL "Mon * 30 5/8"ir w/red cap Brass Disc Pn 'CCI CNTRL'. N 13,808,683.79 N ,227,0 6.81 E ,500.86 Elev 18 37 6.81 Elev.ev. 16.1652 1778) 8. CONTRACTOR SHALL TAKE CARE WHEN WORKING IN PROPOSED EASEMENTS. ALL, 1. NOTIFY UTILITY COMPANIES 3 DAYS PRIOR TO BEGINNING OVERHEAD UTILITIES. EDUPON BE PR, SHRBBEFENCE, NCRETE TRUCTURE SREMO ANDTREPLOANTED CONSTRUCTION IN VICINITY OF THEIR UNDERGROUND AND WRITTEN APPROVAL FOOW ER, REMOVED, TOREDHPROPERLY, OR TELEPHONE NUMBERS ARE SHOWN BELOW RECONSTRUCTED AFTER COMPLETION OF WORK. ALL DAMAGED PLANTS, TREES, TEXAS ONE CALL SYSTEM 1-800-245-4545 STRUCTURES SHALL BE REPAIRED OR REPLACED WITH EQUAL OR BETTER ITEM. COST CENTERPOINT - RELIANT ENERGY (713) 945-6130 SHALL BE INCIDENTAL. CENTERPOINT - ENTEX (713) 207-4623 - (713) 943-5682 9, NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON -WORKING HOURS. ALL ATT EXCAVATION OVER 2 FEET IN DEPTH SHALL BE PROTECTED BY BRIGHT ORANGE 2. VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, INCLUDING .SAFETY FENCING AND PROPERLY COVERED. WATER GRAVITYARE AND PRO ECSEWER, AND FORCEM ANDAINLIREPAIR AT HISREXPENSE 10, EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF PROMPTLY. CONTRACTOR TOLOCATE ANY UTILITIES AND SERVICE LINES DAMAGED BY HIS CREWS OR THOSE OF SHALL SHORE ALL POLEIN OPINION11 AREAS SHALL BE ONLY THOSE AREAS DESIGNATED BY OWNER, ANY ACTIVITY SUBCONUTILITRACTORS. IS COMPANY CONTRACTOR REQUECOST SHALL BENCD WORKING BEYOND THESE PREMISES IS STRICTLY PROHIBITED, INGRESS AND EGRESS OF MEN AND OVERALL PROJECT COST. EQUIPMENT SHALL BE THROUGH APPROVED EASEMENTS ONLY. CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING IN AREAS WHERE 12• WORK ON ITEMS NOT SPECIFICALLY CALLED OUT IN BID DOCUMENT SHALL BE 3. THERE ARE EXISTING UTILITIES. NOTIFY OWNER/ENGINEER IMMEDIATELY INCIDENTAL TO OVERALL PROJECT COST. UPON ENCOUNTERING UTILITIES NOT SHOWN ON DRAWINGS, DRIVE OR ROADWAY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED PER AND PERFORM ALL WORK TO ALLOW FOR SAFE TRAFFIC PLANDETAIL 13. ANY IN PLANS AND SHALL BE INCIDENTAL TO LUMP SUM PRICE OF LIFT STAION 4. CONTRACTOR TO AT ALL TIMES DURING CONSTRUCTION, PROVIDE AND MAINTAIN ALL NECESSARY REHABILITATION. SIGNS, FLASHERS, BARRICADES. AND FLAGMEN AS PER TEXAS STATE PUBLIC TRANSPORTATION IN CONFORMANCE 14. AT SANITARY SEWER -WATERLINE CROSSINGS WHERE VERTICAL CLEARANCE IS LESS DEPARTMENT OF HIGHWAYS AND "TEXAS ON UNIFORM TRAFFIC CONTROL THAN 9 FEET, THE SEWER LINE SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND WITH PART VI OF THE MANUAL RECENT EDITION) DURING CONSTRUCTION. (1.5 SACKS PER TON OF SAND) WITHIN 9' HORIZONTAL DISTANCE OF WATERLINE, AND DEVICES" (TEXAS M.U.T.C.D. MOST TO A DEPTH 12" OR ONE PIPE DIAMETER (WHICHEVER IS GREATER) ABOVE THE WITHIN THE RIGHT-OF-WAY AND/OR SEWER PIPE. ANY SAW CUTTING, REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT 5. ALL WORK SHALL BE CONDUCTED APPROVED BY THE OWNER AND/OR AS SHOWN ON THE PLANS SHALL BE INCIDENTAL TO THE UNIT PRICE OF THAT ITEM. .EASEMENTS SHOWN UNLESS OTHERWISE ENGINEER, 15. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE AT (281) 471-9650 OF 24 HOURS 6. CONTRACTOR IS RESPONSIBLE FOR STAKING AND LAYOUT OF THE WORK IN PRIOR TO ANY UTILITY COORDINATION REQUIRED. ACCORDANCE WITH THE PLANS. ENGINEER WILL PROVIDE CONTROL POINTS BASE LINE(S) PER PLANS. 16. TOP OF RIM OF SANITARY SEWER MANHOLES SHALL BE 6" MIN. ABOVE NATURAL AND COORDINATES FOR CONTRACTOR TO ESTABLISH GROUND WITHIN EASEMENTS UNLESS. OTHERWISE NOTED. FILL. SHALL BE ADDED AND 7. EXISTING PROPERTY CORNERS ARE NOT TO BE DISTURBED. THOSE REMOVED SLOPED AWAY FROM MANHOLE TOP. OR DISTURBED DURING CONSTRUCTION SHALL BE RESET BY REGISTERED SHALLDSHOULDER IF ED IN THOSE SLRIMS SURVEYOR AT NO COST TO OWNER. t7 AREAS. RIM FINISHED OF ADJACENT TO SHOULDERS SHALL BE 3" ABOVE F NISHED GRADE. 2011 - a:obam wch 0 GENERAL UTILITY NOTES: 1) CALL (713) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY PRIOR TO ANY EXCAVATION IN THE AREA. HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 2) LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS 6) OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT RESPONSIBILITY TO LOCATE ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE. YOU COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE SECTION 752, HEALTH & SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH UTILITIES WHETHER UNDERGROUND, ABOVE GROUND OR OVERHEAD. TO ARRANGE PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT (713) 228-7400. HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY 3) CONTRATOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE IN THE AREA. FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT 713-207-7777. (713) 223-4567 (UCC O) 7) HOUSTON) THE LOCATIONS OF ATT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 1-800-869-8344 (UCC OUTSIDEUTSIDE 1-800-245-4545 (TEXAS ONE -CALL SYSTEM) SHALL DETERMINE THE EXACT LOCATION PRIOR TO COMMENCING WORK. HE 1-800-344-8377 (TEXAS' EXCAVATION SAFETY SYSTEM) AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH (281) 471-9650 (CITY OF LA PORTE) MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 4) TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD a) A MINIMUM OF 48 HOURS THROUGHOUT THE PROPOSED PROJECT AREA. CONTRACTOR SHALL CONTACT THE CONTRACTOR SHALL CALL 1-800-344-8377 "DIG-TESS" AT 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO BEGINNING PRIOR TO CONSTRUCTION TO HAVE UNDERGROOUND LINES FIELD LOCATED. ANY CONSTRUCTION FOR LOCATION AND MARKING OF THESE UTILITIES. b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED 5) LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS LOCATION OF SOUTHWESTERN BELL TELEPHONE FACILITIES, ALL EXCAVATION TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SOUTHWESTERN BELL ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY TELEPHONE FACILITIES. COORDINATING COMMITTEE AT 713-223-4567 OR 1-800-669-8344 A MIN- c) WHEN ATT FACILITIES ARE THE CONTRACTOR IMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE EXPOSED, LINES LOCATED. SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE a) WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL THE POLE FOR SUPPORT. 113 967 8037 17.00 AM TO 4.30 PM) FOR STATUS OF LINE LOCATION W WV o "a<o nt P, ONV V7 oN.f � �vN ~ M � O N I !aau° W Lil w O z o CL < Q Ld x z � L. J L-1J Q 0 � n z ry 0 O F- U LL J WWN Cf) U LIJ Li O V Lli O N Z F- m O J � w o w 31 Y 'O W Z w N V = O d o w I J Z Q J > m O F N O U ca1N O r_F O w C0 -co c_ y 0 0 cnc� a U) U 1 -tAJ REQUEST BEFORE EXCAVATION BEGINS. N b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST w BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. - z > O WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT SHEET c) MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. 90% SUBMITTAL SEQ. � Z M ;n< N CL �J �nN z <Qoo Of La, I Z Y ,Cc c0� U n Z N Z O v0 �oLL 06 Z LL 1r �C14o LL N LL Q u0 f7 I AREA DRAIP TO FAIRMONT PKWY , 2011 - 9:59am User: wch File: N:\if\Drawings\DAMAP\CV-ALL-DMAP 01.dwg .ow , MEOW . wow 5.2 F3 3.5 3. 13,TW J -,5�RAILROAD G ' D1 6` 5.1 1 101 N Z fFi O CL- � 02ph L L� z c c Z O��c tiQ n° s w V ,n ,.. oD C Lj uj F1 -Upi' %� 0:� — 7 1 � L� , , `�00♦ ��%mil � �..'-' " �, . ►•ser `� 'e��l�` a��c,O�:C®rv♦®'��e®ervo®ee ��./ ® Oeee0000ieiooeooep,� .�;.;,,•��eeeeeo.,�o. �``�-� .•.e♦eon s ►ver®oeeee®ee9ORAm"e ►ms ae►. • Ijl �ioe®eeeIMI110 ' �• � e ®eon♦oeoeioe�, '� e' 1`�'�' ��i►:�?��T': � �i'�'.'e'4►'ae�'�I'�%000 eeee�•a'!'�i��'ieee�i+���:%{r����9 ►ve a ♦o����� �. e�eeoeo�-o®® eeoo- o �:�� .� �,e ►Z�oi��o,:�000ioioioieeoio,�;����'o"%ooioioioisi000�seoioeoe '"oon''i�ge�����osoe • �Ae �e eo�oo�,e _ ee:oe000.�oseeeeo ,cALw �.♦ ►ems o� � o ► �r < eeeoeeo..000eoo� ooeLw ►•eon:►®o.o�..�•®.`.�,:l000�►,oeoe0000��®e`�,�e000eee�000�ie0000eo," �,�•��; ®�e � _ � — �eeo®eoe®eee�o�:eeo�oeoe®,�o.��oeee�e�o�oe���ooe`�o � OVA WA oo♦ooes�oeee�eo 3,,oeoee�eoe ��, � •e�;mo - �.�e��o�eoo - - • - � - eeaeoeeei�Deo!oeeew<" ���,��'�°oj♦i�see� ��e��'e'"�e,:..♦. e`er p ,,� ♦,�i�i►' . ��'�' .{c- "r ' • '1'l %��-�''''' ' �s�.:...f � z _ ��= .�`:i�„�� � t� if lGij�ir►�i_�1►I•e � j�i��e� I ������'�.�" ` � :�+�= 4� li\I��� ♦o, eeeeeeeeeeeeeeeeeeee. ►e'�'�?"' •`1�1��e�e�e9e�e�ee�e�Pe� c �U N O=U CNN O c,N O N Gov -co a— m 0 6 U)CNN 0 D M-o. w r �y �- 'Gi Q w (jj N N 0 100' 200' 400' > o Z SHEET SCALE IN FEET 90% SUBMITTAL SEQ. 3 —J I D 0 T 0 r g 0 3 0 N 0 o- 0 I I� om �N zp z 0 c0 x � roc L C a =/JN r, c Y . 0 c0�C U 0- � Fz d- U (n �z�� vo (N f V �o z �NO� 0 0�N0 V OJ d-LLj Quo 0 INLET AREA MAP AREA DRAINAGEAREA,AC iTC 15 1100 (15 CUMQ5 Q100 ID C=0.85 C*A I (MIN) (IN/HR) (IN/HR) CF5 CFS CFS D1 5.3 4.505 10.0 6.12 9.36 27.6 27.6 42.2 D2 5.3 4,505 10.0 6.12 9.36 27.6 54.8 42.2 D3 3.5 2.975 10.0 6.12 9.36 18.2 54.8 27.9 D4 3.5 2.975 10.0 6.12 9.36 18.2 88.4 27.9 DS 3.6 3.060 10.0 6.12 9.36 18.7 88.4 28.7 D6 3.5 2.975 10.0 6.12 9.36 18.2 121.4 27.9 D7 3.6 3,060 10.0 6.12 9.36 18.7 121.4 28.7 D8 3.6 3.060 10.0 6.12 9.36 18.7 121.4 28.7 D9 3.7 3,145 10.0 6.12 9.36 19.3 147.4 29.5 D10 3.7 3.145 10.0 6.12 9.36 19.3 172.7 29.5 D11 3.6 3.060 10.0 6.12 9.36 18.7 194.7 28.7 D12 3.4 2.890 10.0 6.12 9.36 7.7 .7 27 F1 5.2 .420 .0 2 2 . 27.1 41. F2 5.6 4.760 10.0 6.12 9.36 29.1 55.9 44.6 F3 3.5 2.975 10.0 6.12 9.36 18.2 55.9 27.9 F4 3.5 2.975 10.0 6.12 9.36 18.2 89.6 27.9 F5 3.5 2.975 10.0 6.12 9.36 18.2 89.6 27.9 F6 3.5 2.975 10.0 6.12 9.36 18.2 121.8 27.9 F7 3.6 3,060 10.0 6.12 9.36 18.7 121.8 28.7 F8 3.5 2.975 10.0 6.12 9.36 18.2 153.1 27.9 F9 3.6 3.060 10.0 6.12 9.36 18.7 153.1 28.7 F10 3.6 3.060 10.0 6.12 9.36 18.7 183.9 28.7 F11 3.6 3,060 10.0 6.12 9.36 18.7 212.9 28.7 F12 3.5 2.975 10.0 6.12 9.36 18.2 212.9 27.9 WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002 Run @ 4/26/2011 10:03:23 All PROJECT NAME: System D OBNUMBER : LPT10452 'ROJECT DESCRIPTION: D ST STM SW R �NALYSYS FREQUENCY: 5 Years )UTPUT FOR ANALYSYS FREQUENCY of: 5 Years lunoff Computation for Design Frequency. ID C Value Area Tc Tc Used Intensity Supply Q Total Q (acre) (min) I (min) (In/hr) (cfs) (cfs) D-1 0.85 5.3 10 10 6.12 0 27.6 0.85 5.3 Industrial D-2 0.85 5.3 10 10 6.12 0 27.6 0.85 5.3 Industrial D-3 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial D-4 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial D-5 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial D-6 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial D-7 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial D-8 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial D-9 0.85 3.7 10 10 6.12 0 19.3 0.85 3.7 Industrial D-10 0.85, 3.7 10 10 6.12 0 19.3 0.85 3.7 Industrial D-11 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial D-12 0.85 3.4 10 10 6.12 0 17.7 0.85 3.4 Industrial Sag inlets Configuration Data Inlet inlet Length/ Grate Left -Slope Right -Slope Long Trans Long Trans ID Type Perim. Area D-6 I Grate 1 8.29 1 8.5 1 0.10 1 33.33 1 0.10 1 33.33 Cumulative Junction Discharge Computations Node I.D. Node Type Weighted C-Value Cumulat, Dr.Area (acres) Cumulat. Tc (min) Intens. (in/hr) User Supply Q cfs) Additional Q in Node (cfs) Total Disch. (cfs) D-1 ClrcMh 0.85 5.3 10.0 6.12 0 0 27.6 D-2 CircMh 0.85 10,6 10.2 6.08 0 0 54.8 D-3 CircMh 0.85 3.5 10.0 6.12 0 0 18.2 D-4 CircMh 0.85 17.6 11.3 5.91 0 0 88.4 D-5 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 D-6 Grate 0.95 24.7 12.1 5.78 0 0 121.4 D-7 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 D-8 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 D-9 CircMh 0.85 3.7 10.0 6.12 0 0 19.3 D-10 CircMh 0.85 3.7 10.0 6.12 0 0 19.3 D-11 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 D-12 CircMh 0.85 3.4 10.0 6.12 0 0 17.7 D13 CircMh 0.85 24.7 12.1 5.78 0 0 121.4 D14 ClrcMh 0.85 24.7 12.1 5.78 0 0 121.4 D15 CircMh 0.85 31.9 14.5 5.44 0 0 147.4 D16 CircMh 0.85 39.3 16.7 5.17 0 0 172.7 D17 CircMh 0.85 46.3 18.6 4.95 0 0 194.7 D18 CircMh 0.85 46.3 18.6 4.95 0 0 194.7 D19 ClrcMh 0.85 46.3 18.6 4.95 0 0 194.7 OUT Outit 0.85 46.3 18.6 4.95 0 0 194.7 Conveyance Configuration Data Run# Node I.D. Flowline Elev. DS US US DS Shape # Span Rise Length Slope n_value (ft) (ft) (ft) (ft) (ft) (%) 1 D-1 D-2 12.60 12.46 Circ 1 0 3 70 0.20 0.012 2 D-2 D-4 12.46 11,81 Circ 2 0 3 324 0.20 0.012 3 D-3 D-4 11.95 11.81 Circ 1 0 3 70 0.20 0.012 4 D-4 D-6 11.81 11.26 Circ 2 0 3.5 275 0.r20 0.012 5 D-5 D-6 11.40 11.26 Circ 1 0 3 70 0.,20 0.012 6 D-6 D13 11.26 11.13 Circ 2 0 4 64 0.20 0.012 7 D13 D14 11.13 11.08 Circ 2 0 4 25 0.20 0.012 8 D14 D15 11.08 10.78 Ditch 1 7 6 300 0.10 0.033 9 D-7 D15 10.88 10.78 Circ 1 0 3 50 0.20 0.012 10 D-8 D15 10.88 10.78 Circ 1 0 3 50 0.20 0.012 11 D15 D16 10.78 10.48 Ditch 1 7 6 300 0.10 0.033 12 D-9 D16 10.58 10.48 Circ 1 0 3 50. 0.20 0.012 13 D-10 D16 10.58 10.48 Circ 1 0 3 50 0.20 0.012 14 D16 D17 10.48 10.18 Ditch 1 7 6 300 0.10 0.033 15 D-11 D17 10.28 10.18 Circ 1 0 3 50 0.20 0.012 16 D-12 D17 10.28 10.18 Circ 1 0 3 50 0.20 0.012 17 D17 D18 10.18 10.07 Ditch 1 7 6 150 0.07 0.033 18 D18 D19 10.07 9.94 Circ 2 0 4.5 50 0.26 0.012 19 D19 OUT 9.94 9.69 Circ 2 0 4.5 99 0.25 0.012 InveyanceHydraulic Computations. Taiiwater=14.19(ft) Hydraulic Gradeline Depth Velocity Junc US Elev DS Elev Unif. TActual Unif. Actual Run# Fr.Siope Q Cap Loss (ft) (ft) (%) (it) (ft) (f/s) (f/s) (cfs) (cfs) (ft) 1 16.12 16.02 0.146 2.2 3.0 5.1 3.9 27.6 32.3 0 2 16.02 15.56 0,144 2.2 3.0 5.0 3.9 54.8 64.7 0 3 15.6 15.56 0.064 1.6 3.0 4.8 2.6 18.2 32.3 0 4 15.56 15.11 0.164 2.6 3.5 5.7 4.6 88.4 97.5 0 5 15.15 15.11 0.067 1.6 3.0 4.7 2.7 18.7 32.3 0 6 15.11 15.02 0.152 2.9 3.9 6.3 4.9 121.4 140.3 0 7 15.02 14.99 0.152 2.9 3.9 6.3 4.9 121.4 139.2 0 8 14.99 14.88 0.006 3.2 4.1 2.3 1.5 121.4 477.0 0 9 14.91 14.88 0.067 1.6 3.0 4.7 2.7 18.7 32.3 0 10 14.91 14.88 0.067 1.6 3.0 4.7 2.7 18.7 32.3 0 11 14.88 14.74 0.010 3.6 4.3 2.3 1.8 147.5 477.0 0 12 14.77 14.74 0.071 1.7 3.0 4.7 2.7 19.3 32.3 0 13 14.77 14.74 0.071 1.7 3.0 4.7 2.7 19.3 32.3 0 14 14.74 14.57 0.013 3.8 4.4 2.5 2.0 172.7 477.0 0 15 14.6 14.57 0,067 1.6 3.0 4.7 2.7 18.7 32.3 0 16 14.6 14.57 0.060 1.6 3.0 4.6 2.5 17.7 32.3 0 17 14.57 14.47 0.017 4.3 4.4 2.3 2.2 194.7 408.5 0 18 14.47 14.38 0.209 3.4 4.4 7.6 6.1 194.7 1 217.3 0 19 14.38 14.19 0.209 3.4 4.5 7.6 6.1 194.7 214.1 0 Gutter Depth Critic n rDeprW Allowed I Elev. �Wd Sag Inlets Computation Data Inlet inlet Length Grate Total Q Inlet I Total Ponded Width ID Type I I Perim I Area Capacity Head Left I Right D-6 I Grate I n/a ( 8.29 te: Apr 27, 2011 - 9:59am 2 16 WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002 Run @ 4126/201110:01:11 AM JECT NAME: System F NUMBER : LPT10452 JECT DESCRIPTION : F ST STM SW R ILYSYS FREQUENCY: 5 Years TPUT FOR ANALYSYS FREQUENCY of: 5 Years Runoff Computation for Design Frequency ID C Value Area Tc Tc Used Intensity Supply Q Total Q (acre) (min) (min) (in/hr) (cfs) (cfs) F-1 0.85 5.2 10 10 6.12 0 27.1 0.85 5.2 Industrial F-2 0.85 5.6 10 10 6.12 0 29.1 0.85 5.6 Industrial F-3 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial F-4 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial F-5 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial F-6 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 Industrial F-7 0.85 3.6 10 10 6.12 0 18.7 0.45 3.6 industrial F-8 0.85 3.5 10 10 6.12 0 18.2 0.85 3.5 industrial F-9 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial F-10 0.85 3.6 10 10 6.12 0 18.7 0.85 3.6 Industrial F-11 0,85 3.6 ' 10 10 6.12 0 18.7 0.85 3.6 IndUgtriai F-12 0.85 3.5 •10 10 6.12 0 18.2 0.85 3.5 Industrial Sag Inlets Configuration Data Conveyance Configuration Data Run# Node I.D. Flowline Elev. US DS US DS Shape # Span Rise Length Slope n_value 1 F-1 F-2 7.63 7.49 Circ 1 0 3 70 0.20 0.012 2 F-2 F-4 7.49 6.89 Circ 2 0 3 300 0.20 0.012 3 F-3 F-4 7.03 6.89 Circ 1 0 2.5 70 0.20 01012 4 F-4 F-6 6.89 6.24 Circ 2 0 3.5 325 0.20 0.012 5 F-5 F-6 6.38 6.24 Circ 1 0 2.5 70 0.20 0.012 6 F-6 F-8 6.24 5.58 Circ 2 0 4 329 0.20 0.012 7 F-7 F-8 5.72 5.58 Circ 1 0 2.5 70 0.20 0.012 8 F-8 F-10 5.58 4.75 Circ 2 0 4 331 0.25 0.012 9 F-9 F-10 4.85 4.75 Circ 1 0 3.5 70 0.14 0.012 10 F-10 F-12 4.75 4.08 Circ 2 0 4.5 336 0.20 0.012 11 F-11 F-12 4.22 4.08 Circ 1 0 3.5 70 0.20 0.012 12 F-12 F-13 4.08 3.77 Circ 2 0 5 154 0.20 0.012 13 F-13 OUT 3.77 3.56 Circ 2 0 5 106 0.20 0.012 Conveyance Hydraulic Computations. Taiiwater=8.56(ft) Hydraulic Gradeline Depth Velocity Junc US Elev DS Elev Unif. Actual Unif. Actual Run# Fr.Slope Q Cap Loss (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft) 1 11.91 11.81 0.140 2.1 3.0 5.2 3.8 27.1 32.3 0 2 11.81 11.36 0.149 2.2 3.0 5.1 4.0 55.9 64.6 0 3 11.48 11.36 0.168 1.9 2.5 4.6 3.7 18.2 19.9 0 4 11.36 10.81 0,169 2.6 3.5 5.8 4.7 89.6 97.5 0 5 10.93 10.81 0.168 1.9 2.5 4.6 3.7 18.2 19.9 0 6 10.81 10.31 0.153 2.9 4.0 6.3 4.8 121.8 139.4 0 7 10.43 10.31 0.178 2.0 2.5 4.6 3.8 18.7 19.9 0 8 10.31 9.51 0.242 3.3 4.0 7.0 6.1 153.1 155.9 0 9 9.53 9.51 0.030 1.6 3.5 4.2 2.0 18.7 41.2 0 10 9.51 8.88 0.186 3.7 4.5 6.7 5.8 184.0 190.3 0 11 8.90 8.88 0.030 1,5 3.5 4.7 2.0 18.7 48.8 0 12 8.99 8.70 0.142 3.5 4.9 7.2 5.4 212.9 253.2 0 13 8.70 8.56 0,142 3.6 5.0 7.1 5.4 212.9 251.2 0 Inlet Inlet Length/ Grate Left -Slope _ Right -Sipe Gutter Depth Critic ID Type Perim. . Area Long Trans Long Trans n DeprW Allowed Elev. (ft) (sf) (%) (%) (%) (%) (ft) (ft) (ftl F-6 Grate 8.29 8.5 0.10 33.33 1 0.10 33.33 0.04 n/a 2 16 Sag Inlets Computation Data Inlet Inlet Length Grate Total Q inlet Total Ponded Width Perim Area Left Right ID Type Capacity Head (ft) (ft) I (sf) (cfs) (cfs) (ft) (ft) (ft) F-6 Grate n/a •8.29 1 8.5 18.2 64.6 0.8 6.2 6.2 Cumulative Junction Discharge Computations Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total I.D. Type C-Value Dr.Area Tc Supply QinNode Disch. (acres) (min) (in/hr) (cfs) (cfs) (cfs) F-1 CircMh 0.85 5.2 10.0 6.12 0 0 27.1 F-2 CircMh 0.85 10.8 10.2 6.08 0 0 55.9 F-3 CircMh 0.85 3.5 10.0 6.12 0 0 18.2 F-4 CircMh 0.85 17.8 11.2 5.92 0 0 89.6 F-S CircMh 0.85 3.5 10.0 6.12 0 0 18.2 F-6 Grate 0.85 24.8 12.1 5.78 0 0 121.8 F-7 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 F-8 CircMh 0.85 31.9 13.0 5.65 0 0 153.1 F-9 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 F-10 CircMh 0.85 39.1 13.8 5.54 0 0 184.0 F-11 CircMh 0.85 3.6 10.0 6.12 0 0 18.7 F-12 CircMh 0.85 46.2 14.6 5.42 0 0 212.9 F-13 CircMh 0.85 46.2 14.6 5.42 0 0 212.9 OUT Outit 0.85 46.2 14.6 5.42 0 0 212.9 NOTE: 1: PER CITY ENGINEER'S DIRECTION, THE TAILWATER WAS SET TO PROP DESIGN TOP OF PIPE AT THE OUTFALL 2: PROP DRAINAGE CALCULATIONS SHOWN ARE FOR A DUAL OUTFALL PIPE DESIGN. ONLY ONE PIPE WILL BE INSTALLED WITH THIS PROJECT. IN THE FUTURE, IF DEVELOPMENT WARRANTS, THE SECOND OUTFALL PIPE CAN BE INSTALLED. 90% SUBMITTAL z 0 i �I wr4 V �OpNI of a z mV c � V of N N � Ce wm a OU. =oo I 0 H O W zI 000 V z ZNW ( ZFa¢ ES0 I ai WJ M Vic N W= M E 1 �� W6 Mn10v yN 0 Y W ON � 0 0 _ C,,i d 0 O Law U) z Ld LLJ O U) IL z n p i) G W ~ LLJ D Lj Q U Of Q U LL_ 0 LLJ O Ur W z ry CIO U) LLB J _1 = dam" O W' 0- b O N 0 z J O m o o N 0- z aw 0 0 z ~ N g E x aQ 0 0 0 0 < 0 w I a J a0 z Q J > U r m _ c 00 0GU ca)N O C: , oW C O'O - C O c� o m � C y O � L W w N N Y- N Il W F6.1 > O SHEET 90 11 M M 0 CL >1 _j LL cc o 2 10 C Q. c 0 N to I 0 — ci C; < 0 .1 10 LL O 5 _j moo ::':2 F-- ,_j '15 V. < Cc --i 21O uj F_ uj V? : V) 06 L LCL 0 N 0 LL u) N it -�LL , LL Cq LL uo (c T_ti um M� zco In STA 0+93.13, —23.4 L INSTALL: 1—TYPE AD INLET N=13807937.83 E=3227252.18 C'm U z _0 _u 0�- AM z :5 r7 �z MM SZO Ar" ro M tAMm \ \ �z w (A Oz 0 tom" rrr0 0 \ i UV n 0 0 10 > 10 c)oo��z < M b:_M� UL cnc 0, EXIST PIPELINES ASPHALT -0 0 /J 3+00 0+ i 00' 1 00 2+00 4+00 5-f f — I i — , — — — --I — — — i Ld -4— co = _q (n 16TH STREET REMOVE EXIST 18" RCP w INSTALL PROP 24" HDPE CONC DRIVE _j Lli co co Svo Sv 0 GAS GAS rA Q AS GAS 'avq�-- V9 GAS SVO SVO CONCRETE 5VD 8W < 1H 02 -00SS8 r— 8-S X�0000 0 01 0 b k \\ 1 3 m co S 8SS 7 —8SS SS 'V T M < ASPHALT m-0 ao - 2 m �0> %; REMOVE EXIST 18" RCP M > < _u _0 INSTALL PROP 24" HDP CONCRETE - ba co Ic El zrn (A 61 iA �A 490 0 00 w w (A Ld co ocill ui STA 1+01.81, 25.4 R INSTALL: [EXIST 24" RCP TO REMAIN V) 1—TYPE AD INLET AMMV- 0 cn N=13807949.19 NOTE: E=3227300.37 1: EXIST WL TO BE ADJUSTED BY THE 0 10' 20' 40' um CITY AS NECESSARY FOR CONSTRUCTION. T'n � � SCALE IN FEET //—EXIST GROUND @ CENTER O� ROA DWA) _2--EXIST PIPELINES BEIOND EXIST GIROUND @ CENT& OF EAS__ DITCH /(APPRO.X ELEV) r L T7_0 1270 1) A PT JFL A 1 17 �ry L_1 /_f Fj 112.801 FrL 12.90 _E>FST 1B"MCP FT0__R__EV --FIDPIE—@072-25" I L 15 LjF 24 f-L = 113.bol HD 0. PROP EXIST 24" RGP TO REM MN P`R(OP DITCH .F- co Ld (0 II—< 10- 11 0- :2 V) z 00 (o 00 0 00 0 to 't 04 4 c� uiic� (01po I c6 00— c6 LO 0 "P _0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Apr 27, 2011 — 9:59am User: wch File: N:\if\Drawings\CV—DRA—PP—GRADOl.dwg 5 w Mz 04 O 0 a 08wz 0 0 A < Wo WZ 6 WV 0 19 IL UNV x to, 0 a 0 IL (L LT Cf) LLJ V) 0 z ry LIJ n cf) LW < 0 x o > LLJ +0 F— Ld L, Ln Lj Q c co I— F < FS d- rY 0 => 0 20 < I- < 0 ry 0 LL- + LJ 0 0 L.Lj ly Lij ry c/) 15 LiV_ 3: 0 0 I 0 + 0< :, a7 � Cr) Ld 10 z Lj W z Lli LIJ cf) 0 5 w D Vl Lo z C3 0 SHEET 90% SUBMITTAL SEQ.5 �n m rm z rn N rn El DI cn Ui + O O 15 CL o D D M _ o m �- 10 U) o 0Eo �M —ID NI po cn cn O I + O �� O V. a�I p i U N fN(n 5 Jzal 0 N/^ ( ALA •• /J LL Z Y c0� U n ~ � V) Z M v0 � d 1 O LL u7 C)6 Z LLd u - 0 - ri - ��r 5+00 �oN p N cur Quo CO A-, 0-7 ')nlI - X I S T 18" IRCPPLOP 24" Hi PE IST 13AS INE 2 EXIST P j (FIELD VERI Y) ( PPR I X E I r E —16 HDPE @ 0.10% I I I I 15 LF1 24 = 11.34 HDE©0.1 113.30 XIST GROOND C CENTER OF BE"OND (_ r I J D @ CENTER OF EAST DITC I L� 30 LF 24 HD E @ 0.1 FL = AM7 I ADWAY FL J= 1 . 141 1 1 1 1 1 JFL I- 1 Z99 13 I LF 24" M -IN LOP � r tq I toioril� d^-IM ri I- � `r�o I rlo �If I 4N 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 N �FF Z O w i-f w= c� = o=Z\. pj O� �1' 1 VI Z C Z�0�' 4c U cW y � Q. Oooc yK�N.i �3ni Irl y.° LAOLa. i ON Lo: O K ~ O ZI Oa ON. N= , Z O W x Z F-R< m d F W� M ON + m W= o WV N o >u „0 r Qw �� N:u) V% w K N� co w O � � N zw � J w =(n o ' c U �°a� z W W o z ry W � ow Q W W LL +> 00 ry,ry _Q oz`�� 20 °- < F o w [] IY LL o W + o z Lc)W U W � � (n W afoo (n F— `0 15 (~/) W> + 0 6 Z O ~ J O r ¢ d� 10 Z o o n= vV) W' w J w a Z 0 _ V) J > U J Q m _� 00 .�U N O C U C N N O cy O w 5 L 7 Gov _moo O N 0> c C y 3r O O N M "O.";7 W J v N } N LL O m Zui i0 to N 0 SHEET 10+50 90% SUBMITTAL SEQ. 6 , mmm - 02 nZ* m T rrry O -� r > , z 1tNANr O N A a a m r W D J EXIST PIPELINES O U m SS8 Sse 16TH STREET 11+00 12+00 REMOVE EXIST 18" RCP - —� INSTALL PROP 24" HDPE S'd.l V V .l V.l SVq..... Svt s o n N P,N v v �� r+t r"mm 'o mm NI`' Fnz �t� ^ m rr8 a 0 . i , "ON NOOJZ /x ulK r \\ Ja W ti'LS— m6 nm (AJJm2 ASPHALT DRIVE sS8 ~ SS8 REMOVE EXIST 18" RCP mm Moz 13+00 INSTALL PROP 24" HDPE 4+00 15+00 - - - —F— - - ;- --I W .tm:lom co /S V /Tt41�"."`� � r =:3'iq ..NA _. _ V J `T'�' S S ✓ V J V J m 2. Eo REMOVE EXIST 18" RCP m o m m m INSTALL PROP 24" HDPE r D r D O 0 N V A REMOVE EXIST 18 RCP INSTALL PROP 24" HDPE NOTE: 1: EXIST WL TO BE ADJUSTED BY THE CITY AS NECESSARY FOR CONSTRUCTION. 25 i - — I 20 r( PPREXI�X EI PELIEV)N S BE�(OND D ---- C� N= I rn r— — mz ----- -- -- o- r,,:rnrn D cc I- -1 o I p O U1 -- m r EMOVE EXIST 18" RCP STALLPROP 24" HDPE ONNECT TO EXIST INLET PROP CONC SIDEWALK REPLACEMENT -- -- — — L---I L — —L - — — — — --L----1_— — — — L-- ----�—--s------- -- �_ — - - — — E IST ROU D @ CENT' R 0 EAS DITCH FLj-=JI ..38 FL I = 1.3 03-- 3 LF , HDPE ® (D.10% I N L O �LLi � I FL 12195 P20P OITC EL 10 I O ' O '2 ���� if 15I LF 24" FL LL 5 O� N I �� O N NO ^ 00 tr7 .- w� �- vw Po �- N 11+00 11+50`` 12+00 12+50 13+00 13+50 14+00 10+50 LL LL O to Date: Apr 27, 2011 - 10:000m User: wch File: N:\if\Drawings\CV-DRA-PP GRAD;03.dwg J4rv, 19 ,oG Co? I r 14+50 13165 15+00 N N m nt m r r' p A Cn W Z n i / m —5 SSOL Ml fir— . .VIA..._ 0 10' 20' 40' SCALE IN FEET 15+50 SVO — a d N ti. z o W Ok-- 41 ` c W CJ �wwZc w ==, o Z, U ol N,Pi'ii k p zO w Z Ki C N o" U y r m ���++ z3� m 0'0 Q moo O pa0�` z w o z }} �ak C d WJ �0 J O WV IMI 19 � o n .r *0 aNy iis5 to I n Vx m to R 00 � � j M 0 0 0 I Ld L W o z 12 W => W Q Ld X o 0 0 y Wry L a o °- D:f; O z : =' 25 ° �( g� O In <o� W o z W F fn ry W F— W F F- 20 �- W z O � N � o o a ¢ o w Z W W U 15 Z o o n a- w a w 65 m z O w ; �U m c MINI 00 c a) ocv cmN o c. o rn �o'D . co c- a) O n m oo� a U !n of 20 15 0 >, LL J g 10 O N CL � M I 0 poi �o ri. N a of I U � WJ 5 Jz°� z3: �o L:O , I �J z Y � = O U a_ H ' Z T N �Z� LL '0 Cy N O O 0 u� 0 o N 0+00 pFN LL Q .0 to Date: Apr 27, 2011 — STA:0+6i.64 -- ELE� :15. 18 EXIST 18' SD EXIST G S LINE (FIELD Y-ERIF)I 4-�t - �1 d A: 0+73. PA�ING, kEINFI W/ 1, pp tr) �O OO OO7 �0 Ntp O00 OIL On r ro r r I �o r r wo r 0 Imo Imo I-o T r 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 N z la. i = �I o wf-4J.- I-- Er n:o: om N �,�jx <i a z c z��z, rn 0 of ° Ow V d L� m o li O owm=! 0 n�ow o o z dal m x H WJ Yf0 W= WV o °' cg� o-�S V. in I �arry d m W 00N 3 o N t x N - v Ld . 6 O 1 W C C C V) as �0x ,n iaLO V I z w M w O � z n- w Q 0::E � w L, �> ry QQ (-0- ry z 0 0 0- 20 g Q � 0 u- C + i- 0 0 W Q w (' ry LLJ cn � o 15 Ii i— U) W / N J = 3 + z O N d 0 d J O w o z z O Y Q (7 VI �W 10 S a_ WC/) waI z W tc Z Q = W > C.� (n U m cc W 0 C O O c� O rn C O'O 5 -co c- � Q) 0 mIn m2 to 00 mv� W J U w V% V N F7 O z >O 0 0 SHEET r 0 5+50 90% SUBMITTAL SEQ. 8 cn z w o=> +w cnn o:2 F- o — LO + I— 'n W Q W C/)� H U) 1 ui O U a w � a � z p J u- U — C 00 C O C O CNN O Cyr ON _C 7 C O "O — C O C— N O N O,,C N C (q 3 o0N m-O- w J Q U N L Uf W > O O O r � n rNin yam NO N XM, d W N dl� c c c I c aaL V J z w ow �W> 'off 0 0- :0 �W w ry cn 0 D I i TOP 17L42 24" PIPE N FL - 14'S2 18" PIPE S FL - 14.47 .rl INSTALL: 1-TYPE AD INLET CONNECT EXIST SD PIPES N=13807937.83 20 15 O O J \ I�8" v PIPE FL - 14.38 > I H _ a _ STA 0+49.51 INSTALL: 1-TYPE AD INLET N=13807949.19 E=3227300.37 a 4.60 /PIFAL/ w w _ STA 0+61.75 INSTALL: 1-CONFLICT BOX SEE DETAIL, SHT. 1 to N=13807949.79 E=3227312.60 T� 73 PIPE N & S FL - 8.05 ;s 1+00 HDP 42" gp JACK -;-- -- - �I PROP 10 LF OF 14"4 SPLIT STEEL CASING 18" PIPE FL - 74.8 48" HDPE i-lVHdSV � 1 co1.0' COVER) PIPE FL - 14.26 4" PIPE N & S FLOP 12.07 8" PIPE 5 FL - 8.53 I I moo AU_- I n/ LL O vNQ F- W 0 v2u,4 >M Q_ rn _j C6Ln LL 0 N p W o� -0+50 N H� --j o co Date: Apr 27, 2011 - D i" PIPE FL - 14.64 PIPE FL - 13.85 't' F �' `-14.43 INLET __TOP _16.68 PIPE E FL - 14 01 PIPE. W FL - 13.95 ASPHALT 18" PIPE FL - 15'06 2+00 3AI80 N 0 10' 20' 40' SCALE IN FEET PIPE FL - 15.55 ( 1� 18" PIPE'•FL - 15. PIPE E & W FL - 13.90 r H w w W H r F STREET CONC DRI ` TOP T76 63 -- -78� PIPE E & W FL. - 12 GRAVEL \\� GRAVEL STA 3+49.41 INSTALL: 1-JUNC BOX N=13807963.82 E=3227599.91 T I 78" PIPE E& W FL yr ro 67 17.24 - 13.$6 PIPE E & W FL - 14.01 NOTE: 1: EXIST WL TO BE ADJUSTED BY THE CITY AS NECESSARY FOR CONSTRUCTION. - _ T GAS EXI ---- ` I (FILD Vl,---RIFY I \\ E IST ROU D ® CENT RLIN' OF qE/� II A: 0+00. E4.35 IS EXIST 8" w(FIELD VERI HGL 50I LF 12" ' �TA: +61.65 HDPE ® --d, 20% I- • 8.07 8fNSTACL B ISTX" E®JAC� & ORE 12 F -- - 0.20 o 88 UE-4_a' HD E_� _0r20 0 - _ - t _.._,.__.. 306 LF 48" IDPE @ 0 Lu L,J x Z _ m 0 II II-rQ-II II Q Q7d O t0_0 (iLL MD< _j -o QCQ�� �ifs ?cix Z I.- yi- t�oII I L1 c�i7 z 1� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 :h File: N:\if\Drawings\CV-DRA-PP-PIPE07.dwg It N Z W 0 w�w•-; Li E ~ �wZv q c =, ;w 'O C 0 w caw d= 0o�° I� V- _ oR L & .o Z. . �- o0o Z Wj r. 0 O p. Lc) WV V.o Q n� I aNV V. (n W x ro _ z 0 04 W C N 71 Cc£ m J W c a N 1 S W c c o x U N ia� Q z Lij Ljj 1..1� z WC Q - o L Lli � + W W LL In i Li (' c QO � Q (- cnn Iry 0 Z - 0 0- 20 g v ^ a o ry IJ LL- LL + 0 z o W it ui v W Iz W u) V) LL- 15 LL >c/) O O U 3 O n N z t= - m-J �o o w Q Q- z z w¢ ^ U n v~iW 10 o 0 o r a a Ld w QQI z Q _ L11 w j Uc/) �U m 0o ai U c0U) 0 7n 5 -c0 0 oc .co cy 3 00 I W U w N _ N Ld z >p 0 SHEET 5+00 90% SUBMITTAL SEQ.1 1 V J z w 0 LO +w 0 ry V) �n o=> 0 — 0 In w g w V) Iy I-- (n If 0 0 n .- v<o LOt� h Lo o N x N xM, ~ 00 M c o m I 0 c a a. to c z W 12 ow ,z> w 0 ory o n- I +=> o — W W ry L� C vo c CPS- ai O C U cNN O c. 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II- o wa -en _?n n gn 40 7+00 20 2 15 1 10 1 25 20 15 10 5 5 0 EXIST GROUND 5 \ IAD 0 r` Q) o O— �a rl W n= n. -40 -2U ULU 2+50 5+00 20 2' 15 1 10 1 n= ) e EXIST GROUND' —11- O- 5 wa —4n —20 0 20 40 7+50 D 1 M O0 _ II— a II- O x� I 5 —40 —20 0 20 40 25 20 15 10 3+00 (EXIST GROUNDI ...._ —F xui -4n -20 0 20 40 5+50 0 2 5 1 0 1 n 25 20 EXIST GROUND 15 0 10 o R- a -4U -2U U LU 8+00 .5 10 5 0 i _ I _ EXIST GROUND 5 20 20 15 15 10 10 5 5 40 —20 0 20 3+50 6+00 N z w c li O W�4j^E. E W ai rn c O v OW L) N��NIa Y y fY3^¢ y W OWC2G' mom 2 Z 0 L 20 pZ m� = ' �n ¢ t n x F_ WJ M 15 WO W=� 1r �� '•104 (lL t Ea T ' "to C4 10 0co o l c l N 1 r KO _aw ^ r V ~ 5 40 z w V) :2 z rz U 25 w — cn 75; X in - LLJ w LL O 20 � Q L c) o z - c) `L Q � 15 O L IU- — � � W w - r w w 10 F- - (n — Q 40 5 W 3 'to N 0 O Z 3 o aJ ow o 3 N w U O WQ ---�I I I/ -40 -20 0 20 40 8+50 25 x w Z J > W U m C 20 00 c O C U C N N O C� O W U 0 �co 15 o_ on 77 C N 10 W .- a U w N ui z ui >O SHEET 5 90% SUBMITTAL SEQ. 14 0 0 u� N � �0� _ v M 3 1 co C LCLUi V I z O U W V) U) O ry U U r) E- W W H (n n o— w n U z w 3 oN 0 O Y U LLI co is F W Q p Z O W J y C U r m _ C 00 C 0 C U C N N O c, 0 U) C O'O0 - C C-�j O y O�.0 V1 C_ O 3 00N w — U w (n Z LLJ >O 0 0 n .- d-ao Lo0't rim o N d x " ~ co M c m m I c m m x am d i V Q W 1 r) ' x ' o = m U_ J z 0 U V I Q Lj U z 13o ro So O 3cc 00 X mo 0 0 9� O J ii N Z N a J3 Woo y_ C Z N �J II II ii Ii A Ii II it it II 1 PLAN 3' - 10"M i n 7' - I �/2 "Max X 2' -6" X Top Elevation As �F But Not Less Than Six Inches Over Highest Entering Pipe. X = 8" Min to 3'-9" Max 3' - 10"M i n - 7' - 1 I/2 "Max Shown In Plans Bar A �C N oo c+irU oaa:,° 81'OD + I'-011 2'-6"Min -e 8" _ 2" (T C #4 Bc a) 0 @12"C ,o L + Both W 'a a, n o r- Typ i co A.A. ,h > 01 e = Bead d�2 ee I I �e�ea M oea a 00 po Q • 2' -611MIn I• --To Accomodate 1� M� SECTION A -A Bars L @ 1211 SECTION B-B Along Outside Face INLET TYPE AD EJ PART SECTION AT INVERT SECTION E-E Showing Shaping Of Invert, Pipe Entering From Adjacent Sides ZF PART SECTION AT INVERT SECTION F-F Showing Shaping Of Invert, Pipe Entering From Opposite Sides Bar A J a. T o a. 1- u) 0 T a X o 211 (Typ) L N O M 2 0 = a0 N I Q— Lu x i a Co c # -'S in I N TOO -Grate (Type Ad) 2 Required _ _ _ _ _ FI _ _ _ _ _ _ _ _ _ I I I I I I I I I I I I I I But Not Less Than Six inches I I Over Highest Entering Pipe. I I I I UHF For Pipe Diameters 6611 And Greater I I --------44--------- � 1 Var 0 �r,Frame(Type A) #4 @ 12" D"� PLAN 2 Required Top Elevation As Shown In Plan 6' -5 1/2 "M In 3' - 10"M i n - 7' - 1 %211M( X 9'-7 %2"Max X Bar B Cast Iron • •U I -Beam Varies 8" 8" 2"(Typ) 5'-I %2"Min • • To Accomodate Up To 72"Dia Pipe • #4 Bars @12"C-C Both Ways • Typical ° • OD o ° • aaa e.. • • • • SECTION C-C 2' -5 %411 " ") ivur "lu I 1 u Adjacent Roadway PLAN Provide 4 - Stainless Steel Hex Head Bolts per Grate #4 Bars @ Eq Spa X 2'-6" Both Ways Typ When "X" = 1' -011 12'' Max Spa -C 00 N GENERAL NOTESe Alternate designs shall conform to specio provisions for Item 465. Type AD inlet contains a single frame wits grate. Type AAD Inlet contains a double frame an] double grate with an I-beam. Frame and Grates may be gray cast iron. The Furnishing And Installation Of Cast I -on ]-Beams Shall Be Considered Incidental To Inlet (Comps) (Ty AAD) Or Inlet (Stage 11) (Ty IAD) As The Case May Be. Where Size Of Pipes Passing Thru Inlet Exceeds 3011, Increase Inside Width To Diameter Of Pipe Plus I'-0" (OD + I'-0'') Cast Iron Manhole Steps (See Manhole Deta Is) Spaced At 16" Centers And Located On Wall Specified By The Engineer Shall Be Provid!d And Installed Where I'D" Exceeds 5'-0". See Standard or Detail Sheet For Excavatirn and Backflli Diagrams. Type AD & AAD Inlets Shall Be Built To Stage I Bar B And Finished After All Grading Operations Are C_ N 411 a Cast Iron I -Beam = ° ° ° (See Detail) a i— a) 8" OD + 1 ' -01, 811 - C 2'-6" Min - �1- To Accomodate o O s Up To 6011 1 a P i pe °o °) ° o Mortar ° °° _ > I Bead I O I (v I I � o �o SECTION D-D INLET TYPE AAD 3'-2"Square SECTION THRU FRAME 2' -5 %411 % fir2 1/2 If % I II I it 911 I I I34 11 I . 911 . ..e /s...a, ELEVATION G-G 3" _ 2' -5 Y411 R = %2 it - - ( 3/8 i v c9 2 1/2 11 2 3/s" (11 311 I11 311 I11 311 I11 311 (11 311 I11 311 I11 2 3/8„ SECTION H-H SECTION OF CAST IRON I -BEAM FRAME AND GRATE Type AD Neenah No. 3418 or EJIW No.V-4880-2 d = Diameter Type AAD Neenah No.3418-2 or EJIW No.V-4881-2 R = Radius Substantially Completed. Shop Drawings Will Be Required For Precas- Construction Of Inlets. Upon installation of the grates the threaIs of the bolts shall be coated with thread lock type adhesive (Lockite or equal). Reipply thread lock adhesive each time grates are removed. o Bolted grates and frames are a matched se-, do not unbolt without "Match Marking" so that grates - Ln and frames are re -Installed as originally built. 611 c o 3' -5"Min 6' -8 "Max BAR A (#4) C o �o Ln 00 1 ' 6' -0"Min 9' -2"Max BAR B (#4) 0 BAR L (#4) NOT FOR TRAFFIC LOADS Texas Department of Transpot radon Houston Dlstrlot INLETS TYPE AD & )kAD HIL-AD/AAD FILE% STDD5.DGN I DN-TxDOTCK,TxDOT I DW,TxDOT I CK,TxD01 STDt © TXDOT Feb 2010 DIST FED REG PROJECT NO. SHEET REVISIONS NOU$ 1 6 12/2008 Updated abbreviation of Std. title. COUNTY CONTROL SEC JOB HIGHWAY 2/2010 Note for alternate design added. TABLE OF VARIABLE DIMENSIONS AND QUANTITIES FOR ONE HEADWALL Values to be added r o o Values for one Pipe for each addt I Pipe 0- o LI a Reinf Conc Reinf Conc in o W (Lbs) (CY) W (Lbs) (CY) 0- 1 1 12" 9'- 0" 122 1.1 11- 9" 15 0.2 1511 1 0' - 3" 136 1 . 3 2' - 2" 16 0.2 18" 11'- 6" 163 1.5 2'- 8" 19 0.3 2111 1 2' - 9" 200 1 . 8 31- ill 31 0.4 24" 1 4' - 0" 217 2.1 31- 7" 34 0.4 27" 15'- 3" 254 2 4 3'-11" 37 0 5' 30" 1 6' - 6" 272 2.71 4' - 4" 40 0.61 N 33" 1 7' - 9" 314 3.11 4' - 8" 43 0.6 36" 1 9' - 0" 371 3.91 5' - ill 46 0. 8 421121 - 6 442 4.9 5 -10 52 1.0 48" 25'- 0" 569 6.4 61- 7" 59 1.3 54" 27' - 6" 701 7.5 7' - 6" 82 1.6 60" 30' - 0" 794 8.8 8' - 3" 90 1 . 8 66" 32' - 6" 894 10.21 8' - 9" 96 2.0 72" 351- 0" 1055 11.7 9'- 4" 103 2.3 1211 1 3' - 0" 175 1.6 1'- 9" 14 0.2 L W1 5" 1 4' - 9" 193 1 . 9 2' - 2" 17 0.2 L o+ :31 8" 16 - 6" 228 2.2 2' - 8" 19 0.3 21" 181- 3" 299 2.6 3'- 1" 31 0.4 °+o+ 3� s 24" 20' - 0" 323 3.0 3' - 7" 33 0.4 Q )00L 27" 21'- 9" 371 3.5 3'-11" 37 0.5 co� 4 _ 0 30" 23' - 6" 415 4.0 4' - 4" 40 0.5 OIL `� c 33" 25' - 3" 469 4.6 4' - 8" 43 0. 6 36" 27' - 0" 556 5.7 5' - 1 If46 0.8 U, ,,4- = a c4 w xa0al 42" 30' - 6" 675 7. 1 5' -1 0" 52 1 0 0) L 0 0 0 . 48" 35' - 6" 837 9. 2 6' - 7" 59 1 . 3 4-•- Q) r� L o 54" 39' - 0" 1015 1 1 . 0 7' - 6" 84 1 . 6 +o > 0 60" 42' - 6" 1 1 71 1 2. 9 8'- 3" 91 1 . 8 n 0 0 L 66" 46' - 0" 1 298 1 4. 9 8' - 9" 98 2.0 a .o= 72" 49' - 6" 1 561 1 7. 1 91- 4" 1 03 2.3 _+- ro(00 1 2" 1 7' - 0" 229 2. 0 1' - 9" 15 0.2 0E0ro 15" 19'- 3" 266 2.4 2'- 2" 17 0.2 0) TL 18 21' - 6" 308 2.91 2'- 8" 19 0.3 ac-0 21" 231- 9" 382 3.5 3'- 1" 31 0.3 ��.0 0 24" 26' - 0" 430 3.9 3' - 7" 34 0.41 c;*Iw 0 accc 27" 28' - 3" 486 4. 7 3' -1 1 " 37 0. 5 30" 30' - 6" 539 5.2 4' - 4" 40 0.6 U) 0 W 0 v 33" 32' - 9" 603 6.0 4' - 8" 42 0.6 + c 0 0 36" 35' - 0" 738 7. 5 5' - 1 " 47 0.8 0 L �+ 42" 39' - 6" 881 9. 3 5' -10" 52 1 . 0 m a s er OrU)3:)E 48" 46'- 0" 1 102 12. 1 6' - 7" 61 1.3 Ld M = (00 0 54" 50' - 6" 1 364 1 4. 4 7' - 6" 84 1 . 6 H (1)Z a4- ar -J I- . t- L 60" 55' - 0" 1 547 1 6. 9 8' - 3" 91 1 . 8 cos 66" 59' - 6" 1 741 1 9. 5 8' - 9" 98 2.0 - 0 X H- o err- 0 72" 64' - 0" 2069 22.41 91- 4" 102 2. 3 1 2" 25' - 0" 336 3.0 1 ' - 9" 14 0.2 1511 28' - 3" 384 3.6 2' - 2" 17 0.2 1811 31 ' - 6" 452 4.2 2'- 8" 19 0.3 21" 341- 9" 581 5.1 3'- 1" 31 0.4 24" 38' - 0" 644 5.8 31- 7" 34 0.41 27" 41' - 3" 737 6.9 3' -1 1 " 37 0.51 30" 44' - 6" 807 7.7 4' - 4" 39 0.6 33" 47' - 9" 912 8.9 4' - 8" 44 0.6 36" 51 ' - 0" 1108 1 1 . 0 5' - ill 48 0.8 42" 57'- 6" 1318 13.7 5'-10" 54 1.0 48" 67' - 0" 1 674 1 7. 9 6' - 7" 591 1 . 3 U U 54" 73' - 6" 2064 21.3 7' - 6" 83 1 6 . 60" 80' 0" 2343 24.9 81- 3" 89 1.8 66" 86' - 6" 2635 28.9 8' - 9" 96 2.0 72" 931- 0" 3123 33.1 91- 4" 101 2.3 1: 1 SL L W W/2 Structure Bars E + i + Bars Al ELEVATION ID �I. G D Pipe or Pipes I Bars E Bars A Bars F 2 Bars Fl W/2 Structure IIIIII W Bars A2 Bars F Toe of Slope PLAN OF NON -SKEWED PIPES 9:i 911 Bars E 'll Bars F1 , Bars A2::,(, Bars F2 Bars A l - Finished Grade (Roadway Slope) M L a I 00 SECTION 1D Quantities shown are for concrete pipe and will increase slightly for metal pipe installations. 2O Indicated slope is perpendicular to centerline Pipe or Pipes. O3 For vehicle safety, curbs shall project no more than 3" above finished grade. Curb heights shall be reduced, if necessary, to meet these requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. O4 Quantities shown are for one structure end only (one headwall). TABLE OF CONSTANT DIMENSIONS �o o . � Q h-I 1-1 oa- G K H 1 E 15" 11" 1'- 0" 77 21° 1' 4" 1' 0" 3'- 5" c" 27_ O:: 27" 1'- 8" 1'- 0" 3'-11" c" 2' 3" 30" 1'-10" 1' 0" 4'- 2" c" 2'- 3" 33" 1'-11" 1'- 0" 4'- 5" c" 2 _ 6" 36" 2'- 1" 17- 0" 4'- 8" 1'- 0" 2'- 6" 42" 2'- 4" 1'- 0" 5'- 2" 11- 0" 2'- 9" 48" 21- 7" 1'- 3" 5'-11" 1'- 0" 3'- 0" 54" 3'- 0" 1'- 3" 6'- 5" 1'- O" 3'- 3" 60" 3'- 3" 1'- 3" 6'-11" 1'- 0" 37- 6" 66" 3'- 3" 1'- 3" 7'- 5" 1'- 0" 31- 9" 72" 3'- 4" 1 1'- 3" 7'-11" 11- 0" 4'- 0" TABLB )F 4 REINFORCING STEEL Bar Size S to No. Al # 5 2 A2 # 5 1' 6" E # 5 2 F # 5 E - 13" BARS F2 GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Reinforcing steel shall be placed wits the center of the outside layer of bars 2 from the surface of the concrete. All reinforcing steel shall be Grade 30. All concrete shall be Class "C" and stall have a minimum compressive strength of 3600 psi. No bridge rails of any type may be mointed directly to these culvert headwalls. Texas Deportment of Tronspol Lotion Bridge Dlvlslon CONCRETE HEADWAL-S WITH PARALLEL WINGS FOR NON -SKEWED PIPE CULVERTS CH-PW-0 FILE: chpwOste. dgn ON: TOOT CK: TxDOT Dw: TxDO' cK: GAF (D TOOT February 2010 DISTRICT FEDERAL AID PROJECT SHEET REVISIONS COUNTY CONTROL SEC' JOB HIGHWAY