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McCABE RD SANITARY SEWER & SIDEWALK IMPROVEMENTS
.z LA PoR1E G11Y WHIT rY I ¢ G 'o a � C1 Ra Snv Cp Little a edor 3oyou . Pork AZf� Boy Forest Golf N Course 1 WEEM - PROJECT 17 AREA. KEY MAP: 58*0 P N.T.S. CITY OF LA PORTE TE.''XAS CONSTRUCTION PLANS FOR: McCABE ROAD SANITARY SEWER AND SIDEWALK IMPROVEMENTS CgfiE 59 G4PgsSS 1960 45 BIAH 1960 N O �a SAM HOUST N PKWY o r 9 A n 0 a 90 610 tO g 9LO BAYOU- 10. 146 6 30 6 USTON SXI A BL 201 146 610 225 Tm . AIRPBORT lFm 8 4 146 s. 0 59 6 45 y N roes Q PROJECT LOCATION VICINITY MAP N.T.S. 111® 'was Cloan o Fendio ey Texas. Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713-462.3242 1 fax 713.462.3262 1 www.cobfen..com SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 GENERAL CONSTRUCTION AND SURVEY NOTES i PLAN ANDPROFILE ' 3 STA. 1+00 TO STA. 5+50 3A STA. 1+00 TO .STA: 5+50, BRIDGE ALT. 4 STA. 5+50 TO STA. 10+00 { 5 STA. 10+00 TO STA. 14+50 6 STA. 14+50 TO STA. 19+00 7 STA. 19+00 TO STA. 23+50 8 STA. 23+50 TO STA. 28+00 8A 9 STA. 23+50 TO STA. 28+00, BRIDGE ALT. STA. 28+00 TO STA. 29+60 GENERAL DETAILS 10 STANDARD SANITARY SEWER 11 HARRIS COUNTY DITCH INTERCEPTOR AND TXDOT HEADWALL AND BRIDGE ALT. DETAILS 12 STANDARD TRENCH SAFETY 13 STANDARD SIDEWALK 14 STORM, SANITARY, AND SIDEWALK DETAILS AND HCFCD STANDARD` NOTES 15 HARRIS COUNTY EXPRESS REVIEW SHEET SURVEY NOTES GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT HIS OWN PROPERTY, EQUIPMENT AND WORK IN PROGRESS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREETS CAUSED BY ASSOCIATED CONSTRUCTION AT CLOSE OF EACH WORK DAY. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL CITY STREETS FACILITIES, STRUCTURES AND UTILITIES AND SHALL REPAIR OR REPLACE SUCH DAMAGE TO THE CITY'S SATISFACTION AT NO ADDITIONAL COST TO THE,CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN UPDATED REDLINED "RECORD" SET OF CONSTRUCTION DRAWINGS ON SITE FOR REVIEW BY THE ENGINEER. 6. CONTRACTOR MUST PROVIDE AND MAINTAIN FENCING AROUND OPEN EXCAVATION AREAS, INCLUDING STREET EXCAVATIONS, DURING NON -WORKING HOURS. 7. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY THE STANDARDS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION. 8. EXISTING PAVEMENTS, CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW CONSTRUCTION PER SPECIFICATIONS AND DETAILS AT NO ADDITIONAL COST TO OWNER. 9. WHENEVER UNSUITABLE .MATERIAL IS ENCOUNTERED AND CANNOT BE HANDLED BY THE EXCAVATION OR EMBANKMENT REQUIREMENTS, THEN THE UNSUITABLE MATERIAL SHALL BE EXCAVATED TO A DEPTH DEEMED SUFFICIENT BY THE ENGINEER AND THE EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF THE JOB SITE. THE EXCAVATED AREA SHALL BE FILLED WITH SELECT FILL PER THE CITY OF HUNTER'S . CREEK VILLAGE. 10. SURPLUS EXCAVATED EARTHEN MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF OFF -SITE. INCLUDE COST OF REMOVAL AND DISPOSAL IN OTHER ITEMS OF WHICH THIS WORK IS A COMPONENT PART, NO SEPARATE PAY. THE MATERIAL MUST BE DISPOSED OF IN A SAFE AND. LEGAL MANNER. 11. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNING AUTHORITY. DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 12. WHERE MANHOLES ARE LOCATED WITHIN PAVED AREAS, CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH FINISHED GRADE ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE RIMS 3 INCHES (MINIMUM) TO 6 INCHES (MAXIMUM) ABOVE FINISHED GRADE. ADD SLOPE FILL AROUND. MANHOLES, SLOPED AWAY AND DOWN FROM MANHOLE RING. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH PRIVATE UTILITY COMPANIES. PAVING CONCRETE NOTES: 1. ALL CONCRETE PAVING SHALL BE IN ACCORDANCE WITH SPEC. SECTION 02751. 2. ALL CONCRETE TO TEST 4060 P.S.I. AT 28 DAYS. 3. ALL REINFORCING STEEL SHALL BE Fy =60 K.S.I. 4. CONTRACTOR SHALL COORDINATE WITH RESIDENTS WITHIN 48 HOURS OF ANY DRIVEWAY ACCESS RESTRICTIONS. CONTRACTOR SHALL WORK TO MINIMIZE INCONVENIENCE TO THE RESIDENTS. CAUTION: UNDERGROUND GAS FACILITIES Locations of CenterPoint Energy main lines (to include CenterPoint Energy, Intrastate Pipeline, LLC, where applicable) are shown in an approximate location only. Service lines are usually not shown. Our signature on these plans only Indicates that our facilities are shown in approximate location. It does not imply that a conflict analysis has been made. The contractor shall contact the Utility Coordinating Committee at (713) 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have main and service lines field located. • When CenterPoint Energy pipe line markings are not visible, call (713) 967-8037 (7:00 a.m. to 4:30 p.m.) for status of line location request before excavation begins. • When excavating within eighteen inches (18") of the indicated location of CenterPoint Energy facilities, all excavation must be accomplished using non -mechanized excavation procedures. • When CenterPoint Energy facilities are exposed, sufficient support must be provided to the facilities to prevent excessive stress on the piping. The contractor is fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. WARNING: OVERHEAD ELECTRICAL LINES Overhead lines. may exist on the property. The location of overhead .lines has not been shown on these drawings as the lines are clearly visible, but you should locate them prior to beginning any constructipn. Texas law, Section 752, Health & Safety Code forbids activities that occur In close proximity to high voltage lines, specifically: • Any activity where person or things may come within six(6) feet of live overhead high voltage lines; and • Operating a crane, derrick, power shovel, drilling rig, pile driver, hoisting equipment, or similar apparatus within 10 feet of live overhead high voltage lines. Parties responsible for the work, including contractors, are legally responsible for the safety of construction workers under this taw. This law carries both criminal and civil liability. To arrange for lines to be turned off or removed call CenterPoint Energy at (713) 207-2222. . ACTIVITIES ON OR ACROSS CENTERP4INT ENERGY FEE or EASEMENT PROPERTY No approval to use, cross or occupy CenterPoint fee or easement property is given. If you need to use CenterPoint property, please contact our Surveying & Right of Way Division at (713) 207-6248 or (713) 207-5769. SBC NOTES: 1. THE LOCATION OF SBC FACILITIES, IF SHOWN, ARE IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE. UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING WITHIN 18" OF THE INDICATED LOCATION OF SBC FACILITIES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. 4• WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATION NEAR TELEPHONE. POLES, THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. ADDITIONAL CONSTRUCTION NOTES: 1. THE EXISTING WOODEN FENCE AND ALL SIGNAGE FRONTING THE FOREST VISTA PARK PROPERTY ALONG McCABE ROAD SHALL BE COMPLETELY REMOVED AND REPLACED. THE FENCE SHALL BE REPLACED WITH A SIMILAR PRODUCT PER DETAIL AND SHALL BE PLACED ON THE NORTHERN LIMIT OF THE PROPOSED EASEMENT PER. SURVEY. 2. SITE CLEARING AND GRUBBING SHALL BE PERFORMED AS REQUIRED FOR CONSTRUCTION WITHIN THE LIMITS OF THE ROW AND 10' PERMANENT EASEMENT ON THE NORTH SIDE OF McCABE ROAD TO COMPLETE THE PROJECT WORK. 3. THE FOREST VISTA PARK'S (2) ENTRANCE ROADS SHALL BE MILLED AND REPAVED TO THE NORTHERN LIMIT OF THE 10' PERMANENT EASEMENT LINE PER PLAN. 4. A PROPOSED 12" SANITARY SEWER MAIN SHALL BE CONSTRUCTED IN THE 10' EASEMENT PER PLAN AND ALL THE AFFECTED SANITARY SEWER SERVICES SHALL BE TRANSFERRED FROM THE EXISTING 8" SEWER LINE TO BE ABANDONED10 THE PROPOSED 12" SEWER LiNE. ALL INDIVIDUAL SANITARY SEWER SERVICES SHALL BE 4"SCH. 40 PVC AT 1% MINIMUM SLOPE. 5. THE EXISTING LIFT STATION SHALL BE DEMOLISHED 3' BELOW GROUND LEVEL AND FILLED WITH BANK RUN SAND AFTER THE PROPOSED 12" SANITARY SEWER IS CONSTRUCTED AND ALL SERVICES ARE TRANSFERRED TO THE PROPOSED LINE. FURTHERMORE, THE PREVIOUSLY ABANDONED LIFT STATION NORTH OF STRUCTURE 98 SHALL BE COMPLETELY DEMOLISHED AND REMOVED AND THE EXISTING 8" LINE SHALL BE CONNECTED TO STRUCTURE 98 AND THE PROPOSED 12" SANITARY SEWER MAIN. 1. ALL COORDINATES SHOWN HEREON ARE SURFACE COORDINATES BASED ON THE TEXAS STATE PLANE COORDINATES SYSTEM, SOUTH CENTRAL ZONE AND MAY BE CONVERTED TO GRID BY DIVIDING BY A COMBINED SCALE FACTOR OF 0.99988028. 2. ALL FIELD INFORMATION SHOWN HEREON IS BASED ON AN "ON -THE -GROUND" SURVEY PERFORMED BY COBB, FENDLEY & ASSOCIATES, INC., ON NOVEMBER 9, 2009. 3. UNLESS .OTHERWISE INDICATED, THE BUILDING LINE, WHETHER ONE OR MORE, SHOWN ON THIS SURVEY DRAWING ARE INDICATED BASED ON THE APPLICATION OF THE PROVISIONS OF CHAPTER 42, CODE OF ORDINANCES, CITY OF HOUSTON, TEXAS, IN EFFECT AT THE TIME OF THIS SURVEY AND WHICH MAY BE AMENDED WITHOUT NOTICE. 4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN INDICATED BASED ON A FIELD SURVEY, UTILITY RECORD DRAWINGS AND VISIBLE OBSERVATION. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE SUBJECT TRACT, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION INDICATED BUT ARE BASED ON THE FOUND VISIBLE ABOVE GROUND FEATURES FOR EACH UTILITY ON THE SUBJECT TRACT. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE LOCATION OF THE UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO BEGINNING EXCAVATION OR CONSTRUC11ON ON THE SUBJECT TRACT. BENCHMARK INFORMATION REFERENCE BENCHMARK FLOODPLAIN REFERENCE MARK NUMBER 010370 IS A BRASS DISK STAMPED "010370" ON BRIDGE AT HWY 146 AND TAYLOR BAYOU LOCATED ON UPSTREAM CONCRETE SIDEWALK, ON N-BOUND BRIDGE, SOUTH OF STREAM CENTERLINE. ELEVATION = 13.57 (FEET) NAVD 1988, 2001 ADJUSTMENT TSARP (TROPICAL STORM ALLISON RECOVERY PROJECT) Map Output McCabe Road Bench Mark Z-� WTonumeots : Ntghways - ssraets�rut ;"w"w Stroam6 -Parks ---•- eo*uorau Limits . -.•_•.:Firm i+anet "- - Kqy .tap Mp Code m, http://`hcedweb3.eng.hctx.net/servlet/com.esri.esrimap.Esrimap?ServiceName=Benchmark&ClientVersio... Page I of I I I -PRIVATE um � -1/"/ C POINT ENERGY GAS DATE ( CE LINES NOT SHOWN) . �/ SBC VALID FOR ONE YEAR DATE (APPROVED ONLY FOR UNDERGROUND CONDUIT F UNLESS 01HERWiSE NOTED) EN POINT ENERGY ELECTRIC DATE APPROVED ONLY FOR CROSSING UNDERGROUND I UCTUNES UNLESS OTIiERNI{SE NOTED. VAUD AT 'LIME OF RE IEW ONLY) 12/30/2009 M CITY OF LA PORTE TEXAS CobbFenc .ley Texas Registration No. 271 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.32421 fax 713.462.3262 I www cobfen.com Ina nFn na,i,)_n4wnn McCABE ROAD SANITARY SE NER. AND SIDEWALK IMPROVEME NTS CITY OF LA PORTE, TE) AS GENERAL CONSTRUCTI )N AND SURVEY NOTES SUBMITTED: DESIGNED BY: SCALE- DRAWN BY: DATE: MARCH, 2010 SHEET No.: 2 OF 15 SURVEY BY: CFA DWG. NO: CALLED 20.1191 ACRES 65 LA PORTE, LTD. TO LA PORTE INDEPENDENT . SCHOOL DISTRICT H.C.C.F. NO. 20090079898 FEBRUARY 26, 2009 a t 0 P OP. 30.06 LF 72" RCP @ 0.047 Y i = a U) a3i P OP. 2%57 LF_ 72" CP 0.047 � L ~ h PROP. TYPICAL OFFSITE DITCH INTERCEPTOR, STRUCTURE - (92), STA = 2+17.05, 24.86' L FL = 6.00' E, 30" RCP rBul�r. ��>nwED �nlr�lt I rp STATION=2+00.00, 8.75 L NORTHING=13799838.60 EASTING=3230713.20 PROP. ITCH TOE )P. DI T H TOB - 4' CHAN IK FENCE 0(_ EXIST. 110' DRAINAGE (. a) EASZMENT 1 0 o H.C.F.C. . UNIT NO. A104 00-00 j �I H.C.C.F. NO. C442323 U X X M r- ~ NOTE: M X SLOPE _ LJ L, Lf NEAR DI CHES AND I -I W O0 \Li TXDOT STD CONCRETE 1 TYPE CH-P -0 CONC. S/W ..., ;. . . �i• 1L :de' •` u .P:. STATION-1+00.05 OW NORTHING=13799824.79 EASTING=3230613.79 2+00 N87' 15' 54.95"E N87' 15' 16.13"E N87' 07' 19.55"1 CO UNICATIONS MANH LE 24.91 40.19' 39 62' a TR= 78' 1+00 - N87' 01' 18.76"EVN870 02' 17.44"E PROP @ 0. LF - 30" R @ 0.50% - 35.30' 39.80' b SANITARY MANHOLE TR=10.55' FL 12"N=-4.15' COMMUNICATIONS MANHOLE TR=10.37' PROP..TYPE M , STRUCTURE - (93) A = Z+151.4b, Z1.bU' L RIM = 11.00' FL = 5.78' W. 30" RCP 12 SAN SWR 3+00 LN86' 57' 30.1 33.82' N86' 52' 28.15 8.7 PROP. TYPE C MH, STA = 2+70.43, 21.12' L RIM = 11.00` FL = 3.79' E, 30" RCP 0 CALLED 4.973 ACRES a TRACT 5 (PARCEL 11) 65 LA PORTE, LTD. 0 o TO o 2 BARRY SNOWDEN S. PROP.Q�- H.C.C.F. NO. W566080 cn 4' CHAIN o H.C.D.R. LINK FENCE APRIL 8, 2003 w z (n C9 J PROP. 41.19 LF X N 30" RCP 0 0.50% PROP. TYPICAL OFFSITE DITCH INTERCEPTOR, STRUCTURE - (94) STA = 3+11.60, 18.57' L FL = 4.00' W, 30" RCP PROP. Icr, �g� 8' WIDE eb�lrj nzo ICI: R�PToR- SIDEWALK r= PROP. 353.29. LF SANITARY SEWER N PROP. SAN. MH, STRUCTURE - (66) PROPOSED 12" PVC 0 0.26% STA = 3+33.82, 29.74' L 10' SIDEWALK & CENTERPOINT ENERGY RIM = 9.60' UTILITY EASEMENT 2" PLA GAS LINE FL = -3.61' E. 12" PVC 2,00' FL - -3. 66 SW 12 PVC v. R• "'t J .4 �W 7LF GAS^GAS-GAS^GAS- GAS- AS GAS G/5.-�-GpS--GqS-GqS---GfS^Gn5-GAS-'•-OP. DITCH FLPROP. TOB SOUTH 12" I.N87' O V 31.80"E 4+00 J . N87' 08' 34.70"E + 131.86' PROP.I DITCH TOB 80.74' \\STA PROP. SAN. MH, STRUCTURE - (65) RIM = 11 13 .01, 813' L I MCCABE ROAD FL = -3.72' NE, 12" PVC (751 ROW) TR=11.13' LO r r2-1. 72' 15 .J�jcn w-1 2 S�,w e z 2 v CENTERPOINT ENERGY I 2" PLA GAS LINE McCABE RD. EDGE of PAVEMENT 1S:...............................:...............:....................PROP.TYPE C MW,STRUCTURE (95}..:........ .... ..............I.................................................... PROP. TYPE C -MH, STRUCTURE - (93) STA = 2-M 43, 21.12' L... : 1. STA = 2+61:45, 21.60, .L..... RIM' '11:00'.:...........PROP.. SAN. MH, STRUCTURE. (65)....... ..................... i$ ......................................... .....................EXIST. SAN. MH... . . . . . ....... Z. =.1.1.00'.:... FL =: 3.79' .E, .30". RCP ....: STA 3+22.01. 9.1.. L............................................................. 6 .............. iZ RIM = 10.55 . �, RIM = 11.13' FL= 5.78. W.. 30 RCP ......... _ " ...:...................................................... : 16 1� ........................ FL'= '-'4:15' E; 12" PVC ............... FL'� =3.72' NE, 12 PVC ....... . . PROP. .SAN. MH,. STRUCTURE.- {66). .. :.. . . . . .: . . . . . . : . . . . . .... ........................... 6 ... . 15 . . . . . . . . : . . . . . .... . .. . . . FL : .-4.20'. N..12" PVC . .. . .. . . . . . . . . . . . . . . . . . . . . . . PROP: . . .. . . . . . 1� EXISTING PROP, SIDEWALK STA = 3+33.82; 29.74' L 14 .. CONC:...:.... L4 SIDEWALK TOB NORTH 11 ..EXISTING .DITCH ... „ 'EXISTING ........:............... 6 ...... 13 EXISTING ....:.... :........................... ... FL _' -3.61 'E; '12 ' PVC ............ . . . . . .EXISTING .......... . ROW•- NORTH " 12 . . . . . . . . . . . EDGE. OF PAVEMENT . . . . . . . . . . . . . ... . . . . . . . . . . ... : . .. . . . :. . . . . . ... . . . .. . . . . . . . . . . . . . . FL =. -3.66 .SW,.12. PVC . : .. . . ... : . ....TOB:SOUTH . . . : . . . . . .TO. .N. . .H . . _ ... ... . _ . . ... . . _ . ... . . . 12 �11 _ - -. .. . :. .... .:.... .. ............ - - :....--a::.::....:.c - 4:ay...,........c.. J3:...:ac,: , ::.•,.: a.,.:m..'."t'c91:L:Tia:<Y M EXISTING' L 9 ......... 6 ......:...TOB .SOUTH... EXISTING .....: .... ... 9- 411 TOB NORTH .:............:..... PRO 44.47 LF ... . . . . . . . . . . . .... .. ... . ..I.. . . . . 6................. ZZ . . . . : . . . . . . . . . . . . . . EXISTING 0.50% , .. ..'.....EXISTING -GAS .............. SWALE•FL. .. . .... . . . ..................:.....:.......:.: $ SL.....................4.......SWALE.FL.... .... PRO . 41.19 LF EXISTING' DITCH_. .. . . 2.. PLA. . . �: 30"' RCP` 0; 0.50%... . :...............: .... :.............. : ROW.- NORT.H.....:... ....:....................... :......... ........... ....................... : 4- 3................ ............... TXDOT STA: -CO 4CF ETE HEADWALL ......... ....................... ..:...................................... .:................ 4 ..............:............ 3- 2:.......:.......:............... . .E C............... ...... .........:...................... :............. ..:....................... ........... .............. :.......... .. 2 ......................................... . ...PROP.'29:571F:: .... ... . ................ . ............................:.......................................6.6........ 2.......:...............:.............. ,.,. 72" -RCP' 0.0.04%. ..........:. ,................................................................PROP. • 353:29 • LF ................. . Q :...:...:.....:.:.......:.......:...... 72"RCP ... ............................................. :SANITARY EWER .......:...: - _2 ............:..PROPS 30.06 LF........:...............................:... 0 0.2.. _ C 5................................:...... . EcpN 72 : RCP: O 0:0.4% 5 7 5 . ......... :..... ........................:...... O - ...........:....................................... ................. ................................... - SANITARY SEWER 12 PVC � -5 ........:.... ..:..............4....... .. .: ............................ .......... ..,.......... .. ..:..............................:.............6...... -5 .. .... :.......................... ......... ......................................... ............................ ..........: - EXIST. ' SAN: MH, ........... =Z ......... ...............:................:. ....:.......:.......:........RIM = 1113'...:...............................................:....................4..........:... =Z PROP. 23.77 LF . :...... ... .......... .... ................ .... .... .:..... .... ..FL. = .-3,77' W, 12". PVC; SANITARY'SEWER.......................................... 5 ......:......:.......:..................................... ^.1.2"PVC,® 0:26%.....: ................:......:.... -................6................. 2+00 3+00 4+00 5+00 APPROVED For! s I cated within exist! CFCD R.ON e�--- Harris Co nd, Flood Cont rol District APR i.3 2010 THE SIGNATURE ABOVE VALID FOR TWO (2) YEARS ONLY FINAL PERMITTING BY OTHERS 'law 57 y�10 POINT ENERGY GAS DATE WIMCE LINES NOT SHOWN) IALID FOR ONE YEAR DATE ED ONLY FOR UNDERGROUND F7MUNLESS OTHERWISE NOTED) •sue- POINT ENERGY ELECTRIC DATE ED ONLY FOR CROSSING UNDERGROUND DUCTUNES 07HBWM NOTED. VAUD AT TIME OF I EVIEW ONLY) Ho.l of 102946 yvka/Iv CITY OF LA PORTE TEXAS Cob en( [FeyTexas Registration No. 2, 13430 Northwest Freeway, Suitt 1100 Houston, Texas 77040 713.462.3242 j fax 713.462.3262 1 wuw f.cobfen.com MCCABE ROAD SANITARY SI :WER AND SIDEWALK IMPROVEM :NTS CITY OF LA PORTE, TE. CAS PLAN AND PROFILE STA. 1 +00 TO STA. 5+. 0 SUBMITTED: DESIGNED BY: SCALE: 1"=20'H 1"=4'V DRAWN BY: DATE: MARCH, 2010 SHEET No.: 3 OF 15 SURVEY BY: CFA DWG. NO: EXIST. 11 ` DRAINAGE CALLED 4.973 ACRES CALLED 20.1191 ACRES c° a-) EASEMENT °' TRACT 5 (PARCEL 11) 65 LA PORTE, LTD. o r � '-0H.C.F.C. H.C.F.C.E. UNIT NO. ° s � 65 LA PORTE, LTD. TO LA PORTE INDEPENDENT v o o A104 c' 11 II H.C.C.F. 00-00 0. C442323 c L TO I + SCHOOL DISTRICT �° BARRY SNOWDEN H.C.C.F. NO. 20090079898 0 o n H.C.C.F. N0. W566080 FEBRUARY 26, 2009 z Y = U af 2: 3 H.C.D.R. r g ° N M N f°- APRIL 8, 2003 yr ai c 0 N M r NOTE: M X SLOPE = 2:1 c o PEDESTRIAN BRIDGE ° z l I- STATION=2+(28.1*, 42. 2 L I- -I J -' NEAR 01 �.$- �.�. �- CHES AND OU ALL � ABUTMENT #2 z NORTHING=137998 3.69 p w BACKWALL EL. = 10.0' a EASTING=32307 9.72E I- i, o m PROP. SAN. MH, STRUCTURE - (66) PEDESTRIAN BRIDGE �TATIDN=3+ 34.52 L STA = 3+33.82, 29.74' L ABUTMENT 1 BACKWAIL EL = 10.8' NORTHING .08, 13799870.4 RIM = 9.60 ' FL = -3.61' E, 12" PVC PROP. TYPICAL EASTIN =3230831. FL = -3.66' SW, 12" PVC OFFSITE DITCH INTERCEPTOR, STATION=3 19.10, 23.63 L STRUCTURE - (94) NORTHIN =l3799859 7 STA = 3+35.48, 17.66' L PROP. REMOVE EXISTING EASTI G=3230831. 7 FL = 5.27' W, 30" RCP 8' WIDE SIDEWALK AS REQUIRED FOR PROP. S TION=2+27 25, 31.56 L SIDEWALK PROP. 353.29 LF I SIDEWALK CONNECTION N RTH►NG=137 9862.70 SANITARY SEWER EA STING=3230 39.32 12" PVC ® 0.267. STATION=2+00.00, 8.75 L 8' CONCRE PROPOSED NORTHING=13799838.60 DECKING 1 SIDEWALK & POINT ENERGY EASTING=3230713.20 UTILITY EASEMENT LA GAS LINE 2" PLA 7 CONC. S/W 2_00' - - -' - -...�... -:, ! ^� : ODD.7.1 •:-' .1..- :•:-. '-l(' • f .1'L�.zkR�ityi .-<k"i�i 'VN. � ... _... ,,ryF E,. T�"wl�'�..��•• .• w .; .fir; .4:ktm` l'.'AC. z -PEDESTRIAN 13RIDGE "A". PROP. DITCH FL _:.&'�`:; -- OW ¢ STATION=1+00.0 TYPE STEEL PRE-FAB sr.:'°c '� _ ietZx-¢, GAS-GAS-GAS-GAS--GAS-GAS--- GAS-^- RS- GAS-`GAS-GAS-GAS-GAS--GAS-`-GAS-GAS-GAS-GIS--GA -- NORTHING=13799824.79 RO . 24. 1 LF �.., PROP. 23.77 LF PROP. DITCH FL TOB SOUTH FASTING=3230613.79 N 3 ® N87' 15' S4.95"E 2+00 N87' 15' 16.13"E 12" N87' 07' 19.55"E SAN 3+00 12" PVC ®0.26% " N87' 04 31.80E 4+00 N87' OS' 34.70"E + 24.91' 40.19' 39.62' 131.86' PROP.1 DITCH TOB 80.74' CO UNICATIONS MANH LE � PROP. SAN. MH, STRUCTURE - (65) TR=N!N87' STA = 3+22.01, 9.13' L MCCABE ROAD 1+00"RIM 18.76EVN8709. ' 17.44E N86' 57' 30.9,V E = 11.13' " FL = -3.72 NE, 12 PVC � 75' ROW 35.30' 39.80' 5.3 ' _ _ 33.82'- TR=11.13' to + N86' 52' 28.15"E FL 12"N=-3.72' I to SANITARY MANHOLE 8.75 FL 12"S=-3.77' �I N TR=10.55' FL 12"N=-4.15' Z Z COMMUNICATIONS MANHOLE CENTERPOINT ENERGY ¢I TR=10.37' 2" PLA GAS LINE PRIVATE UTILITY LINES SH01 N TERSER CE LINES NOT SHOWN) DATE 1�jjk SBC VALID FOR ONE YEAR DATE (APPROVED ONLY FOR UNDERGROUND 0ONDUIT FA UNLESS 07HFR1MSE NOTED) to /Jf/ 4 r`LJ CENTERPOINT ENERGY ELECTRIC DATE (APPROVED ONLY FOR CROSSING UNDERGROUND 0 IOTUNES UNLESS OTHERWISE NOTE). VAUD AT TIME OF REI EW ONLY) I No.I mm I REVISION ■ 01 CITY OF LA PORTE TEXAS oa ° CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.32421 fax 713.462.3262 I www :obfen.com MCCABE ROAD SANITARY SE NER AND SIDEWALK IMPROVEME NTS CITY OF LA PORTE, TEES AS PLAN AND PROFILE STA. 1+00 TO STA. 5+5 ) BRIDGE ALT. SUBMITTED: DESIGNED BY: SCALE: 1"=20'H 1"=4'V DRAWN DATE: MARCH, 2010 SHEtT No.: 3/ , OF 15 SURVEY BY: CFA DWG. N0: $ , ■ CALLED 4.973 ACRES 0 0.�. TRACT 5 (PARCEL 11) o 65 LA PORTE, LTD. TO BARRY SNOWDEN H.C.C.F. NO. W566080 z H.C.D.R. APRIL 8, 2003 PREPARE MH FOR FUTURE CONNECTIONS VIA INVERT�6 �- TO THE SOUTH AND NORTH 8" FL = -2.63' W/ CAPPED STUB -OUT PROP. PROP. SAN. MH, STRUCTURE - (67) 8' WIDE CENTERPOINT ENERGY STA = 6+86.99, 27.69' L PROPOSED SIDEWALK PLA GAS LINE RIM = 9.60' 10' SIDEWALK & PROP. 376.18 LF I FL = -2.63' E, 12" PVC UTILITY EASEMENT 2.00 12" S A SANITARY SEWER -----------EJ-9--2.68'A-12'PVC-- -------- � 12"PVC®0.26% .T' .ice ' .L ------------- • — I• — .. •. . • `.' J... •. .. . .• ln.w .. ... .. .. .. ... .. r • i..• ..4M�T•••: --- -- --GAS—GAS—GPS^GAS—GAS'--GAS—GAS GAS—GAS--GAS—^—GAS-- S GAS —GAS GAS---GAS—GAS— —GAS=GAS— GAS GAS —GAS —GAS —GAS —GAS —GA GAS GAS --GAS GAS—--GAS GAS-- —GAS--GAS---GAS--GAS--GAS ___ _.. ___ _ RAl TOB SOUTH 10+00 N87' 17' 45.71"E N87' 17' 23.04"E N87' 06' 23.75"E 9+00 N87' 00' 13.40"E N86' 49' 05.35"E N87' 34' 31.88"E 83.27 81.25' 84.48' 73.03' . 109.28' 44.96' PROP. DITCH TOB MCCABE ROAD TSM 2 i (75' ROW) EL. = 11.30' I - - _ - - - PRIVATE UTIUT•Y LINES SH(WN LO to STATION=9+96.72, 22.08 R + 0 TERPOINT ENERGY GAS DATE LINES NOT SHOWN) N NORTHING=13799847.28 ,tSERVICE lz EASTING=3231510.58 ; C VON Y�OuN DAIS (APPROVED ND CONDUIT F UNLESS 07HMNSE NOTED) a i'C/--/b TERPOINT ENERGY ELECTRIC DATE NG D IUC7UNES ONLY FOR TEED.VVALID UN�IOTHERWISE NOTAT E OF RI AEIN ONLY MCCABE RD. EDGE of PAVEMENT r CITY OF LA PORTE TEXAS : i- k-. 0DDVena iey Texas Registration No. 274 13430 Northwest Freeway, Suite 100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 www, :obfen.com MCCABE ROAD SANITARY SE' VER AND SIDEWALK IMPROVEME 4TS CITY OF LA PORTE. TEMS PLAN AND PROFILE STA. 5+50 TO STA. 10+0 SUBMITTED: I DESIGNED BY: SCALE: 1"=20'H 1"=4'V DRAWN BY. DATE: MARCH, 2010 SHEET' No.: 4 OF 15 SURVEY BY: CFA DWG. NO. 0 0 + O 00 L0L. it 0c c W n- 0 c'U U ON t't L O N N N q) 6 0 � NI 0_ 00 � 0)0 N �4 3 a 0' I•- v o W o w coo c>W o �w O�od ��"� ��� U N�S �� N� U Q O Q7 _1 Q"f� N d d- N N 00 C CL C. U I— 6 N a) . (/l l� CJ ( F-. C�.(n N I L N N LLLLL I L a) N FO- F- og t� CHAR ES A.EACRES PERKINSS TRUSTEE AND CENTERPOINT. ENERGY ���Nurj 1��� �JOAN S. RKINS, TRUSTEE, CO -TRUSTEES OF PLA GAS LINE T�Io� POUF �� rti� THE PERKINS TRUST ! DEMOLISH AND REMOVE EXIST R ',�P �N' FO T VISTA MOBILE HOME COMMUNITY, LLC MH/ABANDONED LIFT STATION A Gn °�1ea 00 5 P. H.0 U.NE 24, 1999 04916 :2" MAKE SECURE CONNECTION TO P QPOSED SANITARY SEWER MAIN WOODEN FENCEPROP. PROP. 16.41 LF OP•WOODEN FENCE �3A$ITPVC ®R 8' q ~ REMOVE EXIST. WOODEN FENCE AS PA F-. 10+00 i x 4 N87' 11_55.60"E 1rD 43.06' ziRe qV eD �N� II 0Uj DRtq- O30', 3oL�. (o - o PROP. SAN. MH, STRUCTURE - (98) F STA = 10+63.11, 27.47' L RIM = 9.67' C WFL= -1. 1' N. 8" PVC =i FL = -1.58' E. 12" PVC I P FL = -1.65' W, 12" PVC 11+ _ CENTERPOINT ENERGY N 2" PLA GAS LINE ¢ ABANDON IN I 8"SAN S% -• H GH all GH mi LN88- 57' 06.8 34.17' SANITARY MANHOLE TR=11.76' FL 8"S=-1.19 FL 8"W=4.61' 187' 25' 42.01 "E 0 N a U+ _ N O a a U CL � w � O v a= aoi of aai F N F- �F- PROP. SAN: MH, STRU RE - (76)� STA = 14+38.7 , 4. ' L RIM = 8. ' FL = -0.49' S. 12" PVC PROP. 16.02 LF SANITARY SEWER PROP. 374.95 LF 12" PVC ® 0.267. SANITARY SEWER PROP. SAN. MH, STRUCTURE - (70) 12" PVC ® 0.25% STA = 14+38.15, '28.42' L ' RIM = 8.50' PROPOSED FL = -0.58' E, 12" PVC 0,1 10' SIDEWALK UTILITY EASEMENTT FL = -0.53' N. 12" PVC ' FL = -0.63' W,42" PVC GH V.. L.UU -__-- .., ..., --T—un cn :i6AS:..•.. -._`.G G llSr,Gf1i ^"-..S'�_. ..}S.'-•-,f-W—.�G95`.`- .C:• RS!.-.r..; GAS-?��.. AT RS --:GP S--� ;-.+-. ,.. DRIVE TO BE MIL TOB SOUTH SW EFL 6" FORCE MAIN AND REPLACED ABANDON IN PLACE ................................ . 12+0 . 0 I " N87 27 17.99E 1 +00 " N87'' 15 55.77E N87 17 49.37"E N85' 41' 44.44"E N87' 32' 25.41"E 60.33' 38.8$' 34: 16.5 ' 16 53 33.57' 53.43 CCABE ROAD 41' 57.44"E 5' ROW) 4.74' .74 - - - - SANITARY SEWER NQTES: 1. CONSTRUCT PROPOSED.12" SANITARY SEWER AND. TRANSFER ALL INDIVIDUAL SERVICES FROM THE 8" SANITARY SEWER TO BE ABANDONED BETWEEN PROP. STRUCTURES 75 AND 76. 2. ALL INDIVIDUAL SERVICES SHALL BE 4" SCH. 40 PVC AT 1% MINIMUM SLOPE. \ 3. AFTER PROPOSED SANITARY SEWER IS CONSTRUCTED AND ENGINEER, DEMOLISH AND ABANDON LIFT STATION BY DEMOLISHING THE LIFT STATION 3' BELOW GRADE AND FILLING WITH BANK RUN SAND. McCABE RD. EDGE of PAVEMENT 58.50'E N87' 24' Cc�i��'pf� ' a 4+00 O to + Q)o aCL ¢ Q) c � W I (N N C =us a WOODEN FENCE F REMOVE EXIST. \ODEN FENCE f .43.02, SAN TARY MANHOLE TR= .56' FL S=-0.49 FL "NW=2.01' 5+✓Rv��� r a "4UID, No-r PLUG 8`fsAN, LINE.- PZ1y AT UNE STILL, 1 N s F Okc�_ PRIVATE UTILITY LINES SHt WN C�dlt/�- �ERPOINT ENERGY GAS SERVICE 'LINES NOT SHOYMI) DATE LA.. SBC VALID FOR ONE YEAR APPROVED ONLY FOR UNDERGROUND CONDUIT FACILqIES UNLESS 01HERYMSE NOTED) DATE TERPOINT ENERGY ELECTRIC DATE APPROVED ONLY FOR CROSSING UNDERGROUND UNLESS 07M MSE NOTED. VALID AT 71ME OF R )UCnXES NEW ONLY) N& oWON ito CITY OF LA PORTE TEXAS so M CobbFenC Yey Texas Registration No. 27d 13430. Northwest Freeway, Suite 1100 Houston, Texas 77040 713-462.32421 fax 713.462.3262 I www mbfen.com MCCABE ROAD SANITARY SE NER AND SIDEWALK IMPROVEME MTS CITY OF LA PORTE, TES AS PLAN AND PROFILE STA. 10+00 TO STA. 14+. ;0 SUBMITTED:. DESIGNED BY: SCALE: 1"=20'H 1"=4'V DRAWN BY: DATE: MARCH, 2010 SHEET No.: 5 OF 15 SURVEY BY: CFA DWG. NO. 141-1 ��; t,°J� t ABA DON IN 8' SAN St It M&N W ZEMOVE 4+50 L �O Ir U) NOTE: THE PROTECTION OR REMOVAL AND CALLED 24.365 ACRES REPLACEMENT OF LIGHT POLES IS INi CHARLES A. PERKINS, TRUSTEE AND TO THE COST OF CONSTRUCTION. 0 a a JOAN S. PERKINS, TRUSTEE, CO -TRUSTEES OF THE PERKINS TRUST TO w FOREST VISTA MOBILE HOME COMMUNITY, LLC s H.C.C.F. NO. T804916 GPS 3 �3� DUNE 24, 1999 v I� 0 U ¢ Q I / � Vp5 1_1 S e �PRO 216.05 A ARY SEW�°�VCt�0.2�PsGam/PROP.FENCE 8' WIDEPROPOSED SIDEWALK IDEWALK & EASEMENT-, A _ \AOODEN -SWALE FL TOB SOUTH 6" FORCE MAIN FENCE ABANDON IN PLACE 18 09.94"E 15+00 N87' 09' 51.14"E 16+00 11 .71' 88.22' PROP. SAN. MH, STR CTURE - (71) STA = 16+5 t.48, 28.27' L 7.73'-/ FL = -0.0 ' W. 12" PVC Co PREPARE PR PARE MH FOR FUrURE CCNNECTIONS VIA INIERT d TO THE S UTH 8" 9L = 0.03' W/ CA PED STUB400T do e4e, - rl) 1� PROP WOODEN FENCE PROP. 89.33 LF" SANITARY SEWER N 12" PVC ® 0.26%I I + < v a p x a°p ��0 I o�� �r>mL�� 0� . v v a v1 a-CL v v 0 '0- 00 000N•-00 0 0-0 0 CQ �Lil Ci �U �Uma» p UU U Ln 00c [A v to i N 0 O N+ U i- L O t N v a -C N aONJ �aD-1 Nat as Jt3 �N N�.L'X NNE U_ .I N L� U_ (n _J LZ la- 3: c0 3: i.- LLLJ W LL U_ I a W PROP. WOODEN FENCE REMOVE EXIST. CEN RPOINT ENERGY o! WOODEN FENCE 2" PLA GAS LINE H + CENTERPOINT ENERGY PROTECT OR ¢ v`'� SR'' > 2" PLA GAS LINE t�� 2 2 5' PVC REMOVE AND REPLACE � � ,�,Ie�i��� y POWE� COND. rQ- LIGHT POLE , COMPLETE Otiyo�¢ 1�a ('1.5" PVC 0 N PROP. 162.08 LF POWER COND. ( z SANITARY SEWER REMOVE EXIST. =3 12" PVC ® 0.267. WOODEN FENCE ` J �' ` PROP. CONC. (2) - 4' PVC ¢� PHONE CO r5 �� C LLAR CONNECTION PR SAN. n�Op• �i SE AUG d� WOODEN FENCE �'- MOVE EXIST �� ~ IMIT = 40 OODEN FEN E 8' AN S R n. AB D PLACE N86' 43' 46.58"E 76.76' 17+00 86' 27 50.04 » N 55.31' PROP. SAN. MH, STRUCTURE - (72) MCCABE ROAD STA = 17+43.90, 31.34' L RIM = 8.3W (75' ROW) FL = 0.31' E. 12" PVC FL = 0.26' W, 12" PVC - GAS -f-- GAS - GAS - GAS s•:>:...... ...................... r........... ....::;•> :;:;.:... 30" RCP CAD 0.17%� 14.90� GRAVEL I :::.-:::•:::: ::• • :: •::• 1:8 a 0 _ N8T 43' 55.20"E 19+00 -.-. PROP. 23.38 LF 45.69' 2" ASPHALT DRIVE TO BED 30" RCP @ 0.06 o N87. 43' 5.20"E REMOVED AND REPLACED 75.50' PROP. CONC. ' COLLAR CONNECTION O�- 1. CONSTRUCT PROPOSED 12" SANITARY EWER AND TRANSFER ALL INDIVIDUAL SERVICES FROM THE 8 SANITARY SEWER TO BE ABANDONED FROM PROP. STRUCTURES 76 TO EAST END OF SEWER MAIN. 2. ALL INDIVIDUAL SERVICES SHALL BE 4 SCH. 40 PVC AT 1% MINIMUM SLOPE. PRIVATE UTILITY LINES SH MN BYO WM SERVICE INES NT GSA ►) DATE Nl�• SBC VALID FOR ONE YEAR DATE (APPROVED ONLY FOR UNDERGROUND C iN T FFA UNLESS 01HERYMSE NOtED) /_a S'Y�y C TERPOINT ENERGY ELECTRIC DATE VED ONLY FOR CRNGUN LESS 07MWWISE NOUD.VTVAUD AN DERGR�� DUES EVIEWWOON I ft l DALE I REVO M ■ 41(w V a::N CobbFendley Texas Registration No. Z 4 13430 Northwest Freeway, Suit ,1100 Houston, Texas 77040 713.462.3242 j fax 713.462.3262 j ww i.cobfen.com MCCABE ROAD SANITARY S "-WER AND SIDEWALK IMPROVEM _NTS CITY OF LA PORTE, TE <AS PLAN AND PROFILE STA. 14+50 TO STA. 19 -00 SUBMITTED: DESIGNED BY: SCAM- 1 "=20'H 1 "=4'V DRAWN BY: DATE: MARCH, 2010 SHEET No.: 6 OF 15 SURVEY BY: CFA DWG. NO: CALLED 24.365 ACRES CHARLES A. PERKINS, TRUSTEE AND CALLED 4.505 ACRES JOAN S. PERKINS, TRUSTEE, CO -TRUSTEES OF VASSIL V. TCHOKOEV,'TRUSTEE AND to + -6 THE PERKINS TRUST . . :t KAREN L. TCHOKOEV, TRUSTEE > C) l_ h 'TO FOREST VISTA MOBILE HOME COMMUNITY, LLC 0 0 co TO CHRIST LUTHERAN CHURCH OF LA PORTE C4 �< H.C.C.F. NO. T804916 < < H.C.C.F. NO. X892367* - (n JUNE 24,1999 H.C.D.R. W z Q) -a n pc PROP. SAN. MH, STRUCTURE (99) 04 0) _0 LU L� STA 19+05.55, 45.7d L -0 /"-RIM 8.30' W Lij o ry (� FL 0.81' S. 12- PVC LJ 0. SANITARY SEWER NOTES: + PROP. 13.34 LF 1. CONSTT!UCT PROPOSED 12" SA141TARY SEWER AND TRANSFER < SANITARY SEWER ALL INDIVIDUAL SERVICES FRO N THE 8" SANITARY SEWER TO . . Z Uj LIJ o_- < m F- - 12" PVC @ 0.267. BE ABANDONED FROM PROP. STRUCTURES 76 TO EAST END V) 0 i�; z PROP. SAN.' MH, STRUCTURE (73) OF SEWER MAIN. IW Li 0 STA 19+05.57. 32.�6' L 2. ALL IN IVIDUAL SERVICES SHAIL BE 4?' SCH. 40 PVC AT 1% z (0 RIM 1100' MINIMUI 4 SLOPE. BE O�' L = 0.78' E, 12" PVC 3. THE 1=0MING LINES FOR STRUCTURE 99 SHALL FIELD PROP. SAN. MH, STRUCTURE (74) FL = 0.78' N, 12" PVC VERIFIE) BY THE CONTRACTOR BEFORE STRUCTURE 99 AND CENTERPOINT ENERGY STA 21+60.21, 31.32' L < FL = 0.73-W, 12" PVC 73 AR CONSTRUCTED AND TH-- CONTRACTOR SHALL GAS LINE 2" PLA GAS LINE L�A RIM 7.18 COORD14ATE THE ACTUAL PLACEMENT WITH THE ENGINEER. FL = 1.442i W, 12" PVC UNDERGROUND PROP.- ELECTRICAL CONDUIT PROPOSED - .8' WIDE 10' SIDEWALK & . PREPARE MH FOR FUTURE 0,k, SIDEWALK PROP.' 254.73 LF UTILITY EASEMENT CONNECTIONS VIA INVERTS CONC. SANITARY SEWER TO NORTH (8"), SOUTH (8"), AND EAST (12") ,,-PROP. COLLAR CONNECTION 12'! PVC @ 0.2 200 .THE N,S,E FL = 1.44' W/ CAPPED STUB -OUTS fi 'GAS GAS GAS GAS GAS GAS GAS —lm �r V7— Gas ==ONS 4�tfl ;.r NORTH V 22.20 A AAL A FL 30* RCP 00.06% 6" FORCE MAIN TOB SOUTH ABANDON IN PLACE N87-0 00' 35.07"E 20+00 ASPHALT 21+00 N87* 21' 35.19"E 22+00 23+00- 23+50 N87' 10' 50.51"E L 107.73' 108.83' 125.24! PROP. SAN. I Bp 11 611E .7 .SEWER AUGER 51.55 0 PROP DITCH TOB McCABE ROAD LIMITS (75'. ROW) PRIVATE U71LITY LINES SH AWN N870 12' 12.65"E 61 -.,igl 70POINT ENERGY GAS DATE laM SERVICE LINES. NOT SHOWN) STATION=19+68.48, 22.41 R TBM 3 EL. 9.92' N MIA NORTHING= 0 6 SBC VALID FOR ONE YEAR - DATE 1W EASTING=3232481.10 ) W (APPROVED ONLY FOR UNDERGROUND z FA UNLESS OTHERWISE NO7EQ) 7CON ENERGY ELECTRIC DATE a7ERPOINT I APPROVED ONLY FOR CROSSING UNDERGROUNI DUClLINES LESS 07MMMSE N07ED. VALID AT TIME OF, EVIEN ONLY) McCABE RD. EDGE of PAVEMENT 20 ................... ......... * ....... ...... ..... .... " . . . . . . .. ............... ......................... ..................... ............. 18 ............... ..................... ............................................ .......... .. ...... ........ ............ .................. 17 .................................................... .... ....... ....... ...... ....... ..... 1.010, -DFAI %�� ...................................... .. . . . . . . ... . . . . . . ... . ...................................... 16 .................................................. .... ......................... ............... .............. ............................................... PROP. - SAN. MH, STRUCTURE - '(7�) ............. ..... ......... 'L : . I .......... I ..................... vj ............. ........ ................ ...... I ............ 14 STA 19+05.57, Si3e 0 ...... 14 RIM 8.00'* .......... .................................. .............. .. ................... ......... . ....... I .......... 13 F L 0.78'. E, .12" PVC ................... .......................... ... PROP.. SAN! ... STRUPTOR .4). ........... ...... ...... ........................... 13 ... FL = 0.78' N. 12" 'PVC ....... * , ... .............. 'PROP. .................. ... 21+60.2-1, 3,1.32' L f EXISTING . tNttlt.jr ....................... 'P'AV'E'M'EN' 12 FL = 033 PVC W, 1 2 ......................... ................. F.SiDEI�K: ............... ..... .... :.......RIM .1.44. k 12 7.18' PVC ...................... ;��Ebi� b� ............................ 10 lu'15 tmzb !�t�4 vs&b� :. .............. 10 ................ ............. .............. . ..... ...... -put-t.as. ... ......... 9. .......... ................ ......... .... .... .. ...... . ..... TOB NORTH ............ ................ ................... 7 .. ..... ................. ................ ........... '* ........ EXISTINGGAS . v .. 22.20 LF ................... ........... . ........................ 2"PLA .. ..... ..................... ........... EXISTING 77, .30"• RCP. 0. 0.06% ........................ ....... ..................................... 708 'SOUTFt ............... .......... 5 ............ ........ .................... ...................... . . . . . . . . . . . . . . . . . . . .......... 3 . ... .......................... . . . . . . ...... ............................ ......... ....................... .......................... EXISTING .......... 'FL ... ............ .... .. 3 ............ ................................... .. ................ SWALE : ............... ........... . . . . . ... . . .......... ... 2. - - - - - - - -- - . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . PROP. 254.73 L; - .......... .................. SANITARY -SEWEI . ......... 4 ........................ ............................ ...................................................... ........ ....................................... . . 12" PVC .00.26% ..... 4 ................. 4 ............................ ....... 6QAONP919 EXISTING '6" . .... .............. ............................. ............. ...... ........... FRCE -MAIN...... ...... * ......... ......... ...... . ......... . -2 =1 PROPOSED.. SANITARY ........... .................... ............................................. .................. . . . .. . . . . . . . . . I . . ... . . ... . .. . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . -4SEWER . AUGER LIMITS - .. .............. . . . ....................... .............. .. ......... .... . . . ...... .I . . . I ............................ ..................... -5 . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . .... ... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ............ .......... . 6 -7 ........................................... ................ I .................................. ..................... ............... ....... ................ .............. -7 -8 ............................ ....... .......... ...... .............................................. .................... ............ .................... ...................... -8 -9 -10 ........ ..................................... . ......... ........ ........... ............. ............ ........ ........ ................. ............... -9 -10 20+00 21+00 22+00 93+00 W * 4 H" , R*4 ... 6 *L*Y* `L *E' .............. 02946 44 A I CITY OF LA PORTE ..TEXAS 00 MEN Co Fens1 Texas -Registration No. Z 4 13430 Northwest Freeway, Suit � 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 1 ww v.cobfen.corn JOB NO. 0912-015-00 McCABE ROAD SANITARY S :-WER AND *SIDEWALK IMPROVEIV ENTS .CITY OF LA. PORTS, -TE)(AS PLAN AND PROFILE STA. 19+00 TO STA. 23 -50 SUBMITTED: DESIGNED BY SCAM 1"=20'H 1"=4!V- DRAWN BY: DATE. MARCH. 2010 SHEET' No.: i OF 15 SURVEY BY. CFA DWG. NO: CALLED 2.220 ACRES CALLED 4.505 ACRES Q DAVID WE TINDLE 1 VASSIL V. TCHOKOEV, TRUSTEE AND -A, o � � TDOON KAREN L. TCHOKOEV, TRUSTEE o� r rn � CHRIST LUTHERAN CHURCH OF LA PORTE N N N p U H.C.C.F. NO. X892366 d CHRIST LUTHERAN CHURCH OF LA PORTE EXIST. 5 PUBLIC DRAINAGE ESMT. _z. Q i i tL II II H.C.D.R. a) t- N H.C.C.F. N0. X892367 H.C.F.C.D. UNIT N0. A104-12-01 � � x w SEPTEMBER 2, 2004 w H.C.D.R. SEPTEMBER 2, 2004 H.C.C.F. NO. B112390 v v Of c� *' s a SF.C.D. RAl� c H UEXIT.UNIT NO 4G 12-01 C - I r PROP. DITCH FL �- � H.C.C.F. NO. B112390 ( o v PROP. DITCH TOE EXIST. 7 ' D Ai GE w NOTE: SEMENT w MAX SLOPE = 2:1 CONSTRUCTION NOTES: 1. CONSTRUCT 12" SANITARY SEWER AND 0 + PROP. DITCH TOB H.C.F.C.D. UNIT Al NEAR 4-12-01 DITCHES AND OUTFALLS ABANDON 6" FORCE MAIN PRIOR TO 00 I VOL. 215 G:. 14, C•D.R. STORM SEWER CONSTRUCTION a PROP CH SECT. "A" 2. REMOVE, CAP, AND PLUG FORCE MAIN . AS REQUIRED TO CONSTRUCT STORM cn PROP. 29.03 L SEWER. PROP. 4' CHAIN 72" RCP ® 0 PROPOSED- Z x PROP.- LINK FENCE 10' SIDEWALK & 8 WIDE pa�0� PROP. 27.94 LF UTILITY EASEMENT TXDOT STD. CONCRETE HEADWALL f (t- OP. 29.96 LF SIDEWALK " PROP. MOD. TYPE C MH 72 RCP 0.04% 'TYPE CH-PW-O B� I ������ `�� .� 30" CP ®0.50% GRATED TOP, I _ - STRUCTURE RUCINLEE86) P TYPICAL PROP. TYPE C MH -STA = 27+00.64, 13.60' L PROPOSED-OFFSITE ' & CENTERPOINT EN GY DITC INTER TOR, _ STRUCTURE - (87 RIM = 6.50 I 10 SIDEWALK UTILITY EASEMENT 2 STRUCTURE - (90 PLA GAS LINE - STA = 26+34.36, 11.90' L FL = 2.70 E, 30 RCP � = 25+95.73, 15 L RIM = 7.90 " FL = 2.60 W, 30 RCP - - - - j- 2 00,- - - - ---- - - - - - - - - - - - PRO.P,- F� 3.0' �0 - - FL - 2.27' E. 30" RC- - =7.0' :. •. •Y v fir. x 4 • L �. 4•: r<• - AS -CAS- :-GAS. '.GyS: qs` 'GAS. '+:. :;', •;': •- '!. [" :••, :}: - x PROP. EL 6" FORCE MAIN r__` x Vex illT . INA P =7. a`.4 " 7 , ® SWALE FL srtxg- PROP. EL. 23+50 TOB SOUTH 11 PROP. DITCH FL - ' N87' 20' 33.74"E 24+00 N87' 16' 14.59"E 25+00 PROP. DITCH FL 26+0 GAS-G G S GAS GAS GAS 27+00 /� p =7 •D' 28+00 95.41' 159.31' CENTERPOINT ENERGY N PROP. 66.30 LF PROP.. 105.LF PROP. DITCH TOB 2" PLA GAS LINE �+ 30" RCP o0 50% N 30" RCP C� 90%�-^ 1 . CJ STATION =2SZ+-�8_ ,_1A.87_ _ Al°..Q0o , 'er'-32:15"E - - - - - - _ - - - - - - NORTHING=13799933.63 PROP• EL 167.99' MCCABE ROAD EASTING=3233149.27 =7.0' , + TBM 6 STRUCTURE - (100) " N87' 06' 38.44"E + cMv EL. = 8.96' STA = 26+25., 12.13' CENTERPOINT ENERGY 54.52' N RIM = 7.90 " 2" PLA GAS LINE cn FL = 1.18' W. 30" RCP ALL ABOVE RADa En SANITARY EWER P PEREMOVE » x AND PIPE SUPPORTS AND X ¢ MARK END OF REMOVAL 1 WITH 1' BY V CONC. SURFACE MARKER McCABE RD. EDGE of PAVEMENT 20 .0 >� ..........:.......:.................... .:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......: > 18........ ...................... ......:.......:.......:.......:.......:.......:.......:.......:.... ........ ....................................... ..................................... 18 >z:...:.......:.......:.......:..................I............. ......:.......:.......:.......:....---:.......:.......:.......:.......:.......:.......:...............................: >z PROP. TYPE .16 C MH, STRUCTURE - (100) 95...................................... ................................. ....................... STA' _ '26+25.49, '12.13' . L ... ........................ ..... PROP: 'MOD: TYPE- C MH* ........ ........ . 14 ...................................................... •....:.RIM._ .7.9b'. .............................: W TYPE •A INLET GRATED •TOP,............. . / 14 :........................................................................................ FL = 1.18' W, 30" RCP .. PROP. •TYPE C, MH •STRUCTURE -. (87) .:, •STRUCTURE•- ,(86)• • , - ; ......... 13' STA = 26+34.36, 11.90 L STA = 27+00.64, 13.60 L is :...:...............:.......................................:................................................. 6.50 ,............................... 1L:...:.......:.......:.......:.......:.......:. . :.......:.......:.......:PROP.............. .... _RIM F M= 2 27�,E. •30"• .RCP ...:..... , . I: . FL• = 2.70' .E•.. •30" RCP .......................: 1Z EXISTING. EXISTING : : FL _ 2.60' ;W, ING RCP EOE3 TSOUTH : 10 1iL : . . . : . . . . .. .... . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . .. . . . TOB SOUTH. EDGE OF PAVEMENT . .. .SIDEWALK . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .... .. .. .. .. . . -. .30" . . .. . . . . . . . . . T. . . . .............:T....... ............................ .... - - - - _...: .. ............_........_ - -. - •- � :...:......................................:............... ......:. .............. :........ .... Z :. . ;..., ...•..... : . . . . . . . :...,. ..: ..::•.. • .... .,• NG GAS EXISTING EXISTING t Y .. ..,,. .. •i _ DITCH SE CT "A Z � 6 . .. : . . . . . . . . . . . . . . . : . ..`.. .. '- - ..:... . . . . . . . . . . . . .. . . .ROW!='NOIRTH •PLA. . . .. .... :. . .. .PROP. ..... . . . . . . . . . . .. : OP 4 LF P30" . . :...:.......:...............:.......:.......:.. ....:.......:.. EXISTING' ' ' EXISTING 1.90%............ RCP o '":.... P..:. 4 4 :.......:.......:.......:..: ....:...EXISTING T06. NORTH..... SWALE'FL.' PROP: '29:96 ;LF ' ' .. OP. 66.30. LF ....... ...... TOB- NORTH 3....................................................... ............. -.30"•RCP -0 0:50%..... ...: . P �.30.".RC.... ;5...... ......... 4 .......... ; ...................................... I .............. I........... ..... 4.................. .: 2........................................................................... ....... 'EXISTING GAS`` ' ..... EXISTING - . .: .............................. 2 :............................. .................................... .2`' PLA REMOVE EXISTING .......,........ SWALE FL ........... 6. FORCE MAIN EXISTING DITCH :........................ -1 rL:...........:.......:.................................... .......... ............. ............... .........ROW t NORTH..... - $ ....... ..................... G 6" .. .. . . . . . . . . . : ABANDON; EXISTINFbkE* . . . .................................... ...........:.......:.......:......:...............:.......:...ABANDON EXISTING:6 : ..................... ..:.......:.......:........................:.....: II FORCE MAIN 'TXDOT' REMOVE EXISTING ' • .......................................................................: STD, CONCRETE HEADWALL..... . 6" FORCE MAIN . .........................................:........TYPE CH-PW-O.... ..... .......... PROP. •27.94 .LF....................................... :...:.......:.......: .......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...............R......04%........ CP 0 ................................ :........ - ....:.... :................................... .................... .:.......... PRQP.29.03'LF .....:...... 72"-RCP..............................I........... ...I............: ........... 72 RCP ®0%RC - ....... ................................................ ................ .............:.. ......................... ...... :...................................................................:........................:...............................:.......:.......:.............4.................:.......: 24+00 25+00 26+00 27+00 APPROVED For ite s cated within exist' CFOD R.O.W.��[j Harris County FloControl District APR 1.3 2010 I THE SIGNATURE ABOVE VALID fOR TWO (2) YEARS ONLY FINAL PERMITTING BY OTHERS "-� 2ov�5r2 EN1D(NTESER INCH lNE S N T SIAOON) DATE SBC VALID FOR ONE YEAR DATE (APPROVED ONLY FOR UNDERGROUND GON FA UNLESS OIHERIMSE N01ED) ,ZNTERPOINT ENERGY ELECTRIC DATE APPROVED ONLY FOR CROSSING UNDERGROUND U137LINES UNLESS 071HERWISE NOTED. VAUD AT 7111E OF RF AEW ONLY) i CITY OF LA PORTE TEXAS dom uonnrenc.ley Texas Registration No. 27 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.3242 ( fax 713.462.3262 ( wvm cobfen.com MCCABE ROAD SANITARY SE VVER AND SIDEWALK IMPROVEME NTS CITY OF LA PORTE, TE)AS PLAN AND PROFILE STA. 23+50 TO STA. 284 )0 SUBMITTED: DESIGNED BY: SCALE: 1"=20'H 1"=4'V DRAWN BY: DATE: MARCH, 2010 SHEET No.: 8 OF 15 SURVEY BY: CFA DWG. NO: CALLED 4.505 ACRES to VASSIL V. TCHOKOEV, TRUSTEE AND + KAREN L. TCHOKOEV, TRUSTEE N To CHRIST LUTHERAN CHURCH OF LA PORTE I H.C.C.F. NO. X892367 H.C.D.R. z SEPTEMBER 2, 2004 S ;kul m 8' WIDE SIDEWALK PROPOSED 10' .SIDEWALK & UTILITY EASEMENT . N, low TOG NC 23+50 N87' 20' 33.74"E 2`I+tOO 95.41' PROP. DITCH TOB ti cn W z EXIST. 5' PUBLIC DRAINAGE ESMT. H.C.F.C.D. UNIT NO. A104-12-01 H.C.C.F. NO. B112390 RELOCATE CENTERPOINT ENERGY 2" PLA GAS LINE IN CONFLICT WITH ABUTMENT PROP. TYPICAL OFFSITE DITCH INTERCEPTOR, PROP. 36.12 LF STRUCTURE - (90) 30" RCP'® 1.93% STA = 25+52.77, 14.00 . L FL = 2.58' E. 30" RCP -\ CENTERPOINT ENERGY 2" PLA GAS LINE 'H ---SWALE FL �TOB SOUTH N87' 16' 14.59"E 25+00 PROP. DITCH TOB PROP. T- 159'31' CENTERPOINT ENERGY 2" PLA GAS LINE STATION-` z Q bi zF CV N O 0 o � d X 'If W U U W O X C N N r r J LJi EXIST. 7. ' D AI GE SEMENT H.C.F.C.D. UN T Al 4=12-01 VOL. 215 G.. 14, C.D.R. PEDESTRIAN D E S TION=26+74:2 ABUTMENT #3 NORTHING-13 BACKWALL EL.. FASTING=3� STATION= 5 31, 89 L NORTHING= 3. 975. 2 EASTING=32 .50 STATION=2 8 28. 8.89 L NORTHING=1 964 4 EASTING=32 .04 PED `S EL PRE-FAB - - - NORTHING=13799933.63 EASTING=323314M7 TBM 6 EL. = 8.96' 8' CONCRETE DECKING , ,.v, . =7.0' CALLED 2.220 ACRES DAVID WELDON TINDLE TO CHRIST LUTHERAN CHURCH OF LA PORTE' H.C.C.F. NO. X892366 H.C.D.R. SEPTEMBER 2, 2004 0 U EXIST. 5' PUBLIC DRAINAGE ESMT. o H.C.F.C.D. UNIT NO. A104-12-01 a H.C.C.F. NO. B112390 a NOTE: MAX SLOPE .= 2:1 NEAR DITCHES AND OUTFALLS CONSTRUCTION NOTES: ILL 1. CONSTRUCT 12" SANITARY SEWER AND ABANDON 6" FORCE MAIN PRIOR TO STORM SEWER CONSTRUCTION 2. REMOVE, CAP, AND _ PLUG FORCE MAIN AS REQUIRED TO CONSTRUCT STORM SEWER. STATION=26+74.31, 29.65 L NORTHING=13799979.98 EASTING=3233183.40 U 0 O a+0 N W z PROPOSED i 10' SIDEWALK & UTILITY EASEMENT PEDESTRIAN BRIDGE I ` ABUTMENT.#4 L BACKWALL EL. = 8.7' I2.00,, ,�l.'}.. •. art .�F.` �'•. .�'.. a.'•. '.:.. PROP. DI CH FL GAS 27+00 2 01. PROP. DITCH TOI1pROP. 127.61 LF - 30" RCP @ 1.42% ^�-32 5!'E' — =� 167.99' — McCABE ROAD " N87' 06' 38.44' CENTERPOINT ENERGY 54.5 2" PLA GAS LINE REMOVE. ALL ABOVE GRAD SANITARY SEWER PIPE y AND PIPE SUPPORTS:AND MARK END OF REMOVAL WITH 1' BY 1' CONC. SURFACE MARKER, McCABE RD. EDGE of .PAVEMENT PRIVATE UTILITY LINES SH(WN TERPOINT ENERGY GAS DATE SERVICE LINES NOT SHOWN) SBC VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDLff FA 'UNLESS.07HMNSE NOTED) 9EN7ERPOINT ELECTRIC DATE APPROVED ONLY FOR CROSSING UNDERGROUND IUCTLINES UNLESS OTHERWISE NOTED. VALID AT TIME OF RI NEW, ONLY) . CITY OF LA PORTE TEXAS Texas Registration No. 27 • 4 13430 Northwest Freeway, SuitE 1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 I wwv .cobfen.com McCABE ROAD SANITARY SE WEIR AND SIDEWALK IMPROVEMI :NTS CITY OF L.A. PORTE, TE: AS PLAN AND PROFILE STA. 23+50 TO STA. 284 J15 BRIDGE ALT. SUBMITTED: DESIGNED BY: SCALE: 1"=2VH 1"=4'V' DRAWN BY: DATE MARCH, 2010. SHEET No.: 8. OF SURVEY BY: CFA DWG. NO: 00 V1. V it U _ it CC) 00 o `o 0 � u> -v M a a M LL U CL� m Ij- m U_ CALLED 0.3788 ACRE N+ JAMES F. BECK AND H. CARLOS SMITH, D/B/A/ B&S ENTERPRISES TO BUSINESS VENTURE GROUP z H.C.C.F. • NO. 20060209588 H.C.D.R. _ PROP. TYPE C MH, NOVEMBER 20, 2006 ��- �i STRUCTURE - (112) 1 � STA = 28+06.05, 15.58' L PROP. CONC. CONAR CONI RIM = FLU = 9.30' 4.80' E, 30" R'tFL STRUCITURE - (111) "L FL - 4.70' W, 30" R.90' 28+49.63, 15.58' E, 30" RCP 4.90' W, 30" RCP SANITARY MANHOLE TR = 9.75' CONC.PROP. 36.7�QQTOP N 30" RCP ® O.O%l r- 4.79' 39' ` MCCABERO D - A ; �p � GRATE INLET TA Y MANHO &L 30"RCP=5.00' FL 12"E -0.12' 00 FL 12"W 0.03' N PROP. 8' WIDE PROP. 31.61 LF SIDEWALK 30" RCP 0.30, ILN87' 05' 19.64"E 47.83' y BROADWAY d (120' R.O.W.} I :OP. 17.68 LF 0- 30" RCP.® 0.307 8.00' CEMs WALK J j ! 90.18' ' PROP. _ TYPE C MH, .STRUCTURE - (109) < 5TA =_ 29+18:16, 15.06 - NI RIM = 9.82`-- - - N FL = 5.27' N, 30" RCP FL = 5.20' W, 30" RCP PROP. MO I TYPE C MH TBM 4 W/TYPE C I T TOP, EL. = 10.41' STRUCTURE - 110) STA = 28-IP1.3 15.38' L RIM = 9.00j FL = 5.09' fE, 30 RCP FL = 4.99' 3W, 30" RCP PROP. CONC. COLLAR CONNECTION, STRUCTURE - (107) STA = 29+18.93, 44.8 ' L�� FL = 5.41' S; 30" RCP PROP. 12.09 LF C) �- -PROP. RCP ® 0.30% PROP. MOD TYPE C MH W/TYPE A NLET GRATED T STRUC - = 29 18.62, 32.74' L PR DP. 7RI�� = 8.8 ' = 5.37' N, 30" RCP SI EWA = 5.32' S. 30" RCP i7 T05��`�2 1. CONSTRUCT 12" SA ITARY SEWER AND ABANDON 6" FORPE MAIN PRIOR TO STORM SE R NSTRUCTION REMOVE.W, AND PLUG FORCE MAIN I ED TO CONSTRUCT STORM SEWER PER FIELD DETERMINATIONS. STATION=29+79.19, 1 NORTHING=13799953. EASTING=3233490.14 il 57.21 11 McCABE RD. EDGE of PAVEMENT ]� .........................EXIST..SAN.MH,........................ . . ..............:.......:..........................I....... . 1$ RIM = 9.03' :.....:......:.. ..................................... . 1L PROP. MOD. TYPE C MH. ...'PROP.-TYPE'C FL =.0.63' N, 12'. PVC MH; ........... ]Z 17 .... ...... W/TYPE CANLET-TOP; ... FL =- =0.12' •S; 12"6 PVC ....: STRUCTURE -. (109).:. .......... ............ ......:.......................:.... ..:................. .......:.............. .: ..... .... 16 ... STRUCTURE .- 110 STA = 29+18.16, 15.06' L ' . ............................:................................................................:............ 1� STA = 28+81:36, 15.38 L• EXISTING ' ' - - RIM = 9.82' - ' ' ' ' FL _ 5:27' N; 30" RCP.. ............................. . :. .....:..... .:.................... ...... : .... :.. . 34 9.00'. EDGE :.FL OF PAVEMENT PAVEWE : - FL.- 5.20. W,. 30". RCP ........... ...............:... 14 = 5:09° E� 30" RCP.. ........ .......:.......:.......:.......:.......:...............:.......:............ ; 11 ..PROP....... FL.= .4.99' W,. 30". RCP... ....:PROP :.......: .................................:.......:.......:.......: ..... :.... ..........:...... ..... ............................ . SIDEWALK EXISTING .... SIDEWALK... ............................... .......... .........:...............:............. ...... ..:.. ....:..... :.... 12 TOB'SOUTH EXISTING . EXISTING.. . ............ :. ................. ....... .......GONG. ' TOB NORTH. .. . . .......... ....................................... .......... .................. :............. 12 12 .. . . . .DRIVE . . . . . . . . . . . . . .. . . . .... . . . .. . . . _.. _._-,-------- . . . . . ... . .. .. .. . . . . .. . ....... �- ............... ......... ..... ..... :.......: :.......... ..... :. .....:.......... .. ............ ....... ........... ........: a-- ..... ......... :.......:................. .......... ..................... ....................... .......... ................... $ .......... :. ....... z Z .............. .......... ..... .....RCP...... ......... ............. ...... .......... .......:................... .............. ......:........ ...: 5. .............6..... :...... EXISTING:12".....:......:.......:.......:.......:...............:.... .:..............:.......:.......:...............:. .: .. ................ 30" RCP ............. WATER LINE . . . . .. . . . . . .. . . . . . . . ... . . . . . : . . . . ... . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . : `3. 4 36.77 L : . .. .. : . . ._EXISTING GAS .............................................:.......:... :..............:.......:.......:.......:.......:.... 4 :PROP. 31:61: L'F.. PROP. . RCP- 0.0.30%• - 30• RCP 0-0.30% .. . . . . . .4STL............................. . ..... . .................................... ...................30"• .. :.......:.....:.......:.......:.......:...............:.......:.......:............. .............. ....:.......................:...: 1 :.... ............................................................... ........................:...... . 1 ABANDON EXISTING 6" .: . -EXISTING . o ....................... . . . : . . . . . . . : . . . .. . : . . : . . . . . ... . . .. . . : . . . . . . . : . . . . . . .: ... ....: . .. . . . :. . . . . .. . . . . . .. ... . . .. .: . . . .. . . : . . . : FORCE MAIN . ................. .................6.....................6...... .......... _2. :........... 4.6.............. ...:.......:. REMOVE •61'FORCE• MAIN......................................:............................:.......:.......:.......:.......:...............:...: - -2 :..........A$ NECESSARY TO.................:.......:................................... . PROP. • TYPE C' MH,' • CONSTRUCT S70RM SEWER -4 -4 :. STRUCTURE.-.(11.2):.......:........ ... ............... ........... ......... .............. ............................ ........................ .............. -5 STA = 28+06.05,.15.58'L....:........:..............:.......:.......:.......:.......:.......:.........:.....:....... :.......:.......:.......:........:....:..:.. :.......:...: - RIM = .. .:...- : :FL=4.80-E,30RCP .FL=40'.W.30".RCP .................66 ... ................. ..................... . ......... .--.,........ .................... ............66 .............. .................. .:........... ............ .. ...: .....:.................. ..........:.......................................... ....: ........... $ :.. ......................... ......... ............ .......... ....... ........... ......... ..:................. :.......:..... .... ................:.. ....:...........: -10 29+00 30+00 31 +00 32+00 !o DATE DATE RIMSE NOTED) = q1_0 ,TRIC DATE ATNRI VIEW ONLY) I ft l WE I FWAM ■ 102946 4AVto CITY OF LA PORTE TEXAS ®pmm uonnrenc ley Texas Registration No. 27 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 wwv .cobfen.com JOB NO. 0912-015-00 MCCABE ROAD SANITARY SE WER AND SIDEWALK IMPROVEMI :NTS CITY OF LA PORTE, TE, AS PLAN AND PROFILE STA. 28+00 TO STA. 29160 SUBMITTED: I Ur. Emu f3T: SCALE 1"=20'H 1"--4'V DRAWN BY: DATE MARCH, 2010 SHEET No.: 9 OF 15 SURVEY BY: CFA I DWG. N0: m Nfws HALF8ECM HALFSECI)ONUNDER UNIMPAVEMENP NATURALOROUND PAVEMENT NATURALGROUND MAWAXWAN 7i �2 • ` 8ElEC ML SUBGRADE /Ei /W %I RANDOM y y EIFMBriNCAEPPR T[ON8 .-1T..:i •N '1 ".':" •^ -: IrrlAL yr B LL .1. ,,14., i • '4", 8PRINa E _ HAUNCHING BEDDING TYPICAL CROSS-SECTION pIL NOTES: }x E i. FOR ORr SA= BE CQwinDNS. a MEEAT "THAN uo+ 7�RFNniBYdDNn°i SEE SPEORCARQN FOR REOUMERTS PLUS 24 INCHES, UNLESS OTHERMSE IN OTHER CONDITION& NOTED. 2 MIN TRENCH K1DiH Sj,AD. BE PINE OD 4. LAN. GEDDINO DEPTH SHALL 00E /2 INCHES. PLUS Ill ASLOrtANCE A" $.'ALTERNATIVE EMBEOMENT BACILNLL FOR THE NONDHA. PIPE SINI T S FOR FORCE IUWS MAY BE NOMINAL PIPE Sze •A- 1OV'ERO30' 6- . SANITARY8EWERBEDDINGANDBA00IL. ' FORDRYSTABLE'IREN(M 3-(1YR) CEMENr MO RrAR (NDTe7) 8111H8'D!A 12D76mm) Fr. 783ISaDIA 09NOW4 225VDIA 118"ffad — i I 84• DIA El13lmml D8711 M Dr t4 FRAME SECTION NDARO DETAIL 16H8' I12.M g -1 MACHINED SURFACE EAST JORDAN IRON WORKS, INC. P.D. BOX 439 :AST JORDAN, W. 49727 1-aD-874-4100 FAX 231-526-4458 DRAWN DATE SDO I 01/07/00 APPROVED DATE V-1418-2 FRAME PRODUDT NO. 41418216 CATALOG M V-1418-2 REF. PRODUCT DRAWOTG 41418216 EST. WT. FRAHFi 105 LDS 48k0 OPEN AREA N/A HAT'L SPEC RAKE - GRAY 1RDL4 ASTIR A48 CLS' LOAD RATTING HEAVY DUTY FOR MAIN PIPES FROM STRAIGHT THROUGH 10'45^ DEFLECOON M Y M,jwr 6 GAP WE%^`111 �StCPU" `OA�Gl01 NNC PPE 'Iwm+ou�oliAE�iFA s'r mEs�� FOR MAIN PIPE VATH 46^ 70 90^ OEFLEC710N TABLE 1 mum 0 )o serials o c�N law � ..y 2 ] 4a 4 e w 4z NOTES ON USE OF STANDARD OEWL SAN-015 TABLE 3 \191MIY IAna 1Nn M1f4.a I .f 9'!FS 1f W n, YY6KtE QNN+N"•7 • wwm IxIFA5ECW10 NICK M Cemm FCA vMNWs WA1 WEE 0 S=ON man a t t2 to • 70' 4Y- e b 42 4a 49 a+ M 6) 6/ G1 67 7a 10 K 47 a0 a3 56 69 Ox T _72_ n a aT 2 62 62 65 66"T a 66 aT `�-!1 71 as {6 74 �i n 85 is 21 b - n _ as - 1x TABLE 4 UWDIDN AN74E AI0 NIEASF N0 ACRZ 0 &= FOR 7--e DU MMINOIE ATOTES To 3P17C{FIFR: . l.i"rarAA'xN�Dlu %I'sup�Y/Acu s�PiRu��syRD.wr�i1D°Ns irseA D'Rfyp>D 2 G7fAlYOnONO rAK yY� SmS �• TALL ANTI S. PIRO rAM r=gTSS DSFD X ra= 2 30 D ARC ^•e-a ON AM m DSSlON SNDANdaN Mir eAL4;mrr M Sad 078MM FAIN "= CM YIR FAG SSPARAAON CAImRµ FOR 4N0{dS SWr.LWT rAA7/ r� rA&JS war... 4. LTM7lAM0.v8 70 A4SS lLT/F me RS A AaST5TLN0 BUOYANT DPLAF7 F CA ALSFD ON rA7lR Ar GROUND SUR7ACi A Warr rA�CYpDyR m rTSS(aDN &A3 DA84�D781N A�PPINPD IP Y1NAOld N 01 i1�ifSaNMILiiS'�I/.Ea`.i)G''fiE?SiE'•'i�'i�,5: A aDIIIFi)•a�d � �ic3�)Glr ®lam � �iI1M �wlm�T� �aP>r�wc�>•I�Pc�o��a��vlworl�rrmrFc���a OLOIIOTIDL�000�� II�/Im� TABLE'2 w..uln. •.war nen Ntraa'rs1Nrs t n om rm 6_n t>LL tu1NnC IX�R7SMIAG ta`M,DN NIL' mma Amm N OEC m m vmm MAN PPC t0 Sm ON NNIPS ORCIIfSTW I IC fY 16' ' t • 2+• 10 27• 3W S>' 26- 8 49 II4 6 68 6 R W62 W 1D 12 a] 61 ' 64 71 7s ds 7a 7o m 71 ]0 az ae 70 IA G> oo 70 90 8i 1a +6 - - sa 24 u x I �TSt, 1 �) WE illlll Illllpl � _ FOUNDATION PLAN V-W. DIA PRECAST CONCRETE MANHOLE N.T.S. ---••llIWIUOED)LETFERS BOTMMVIEw VENT•HOLESON 1884" jWMM)DIABOLTCrtCLE TOPVIEW 779/186 416AS- 17976MIJIIA—•-7 112eF1Tm) Wpm COVE128EGTMJN 4 MACHINED. SURFACE affowla PA DDR 439 'AST �8 47 41009727 FAX 23/-SS6-4458 DRAW DATE SM 10/17/00 APPADVED DATE IMAWOLE COVER 4141 08 62 '. CATAIDG LO1 V-14Z REF. MDUCi DPANIM 41418042 . Esc vr. COVEM 160 LDS 73k9 BMW" H/A IWT'L SPEC. VER - GRAY SRON ASTN A48 CL331 . LOAD RATING IPAw DULY TABLE 5 uemnaN Alves AND NARSEcrato 1ss n 4,f<Fdt a'-o• aA WAIwLE TIPS m O TNeiW U WY INIS1t5 MO ANaE N OM= FOR VAr&M MART PPE ID SDES N WOGS 8• I 10' 1 tf' 1 le le 2r •0' e b I a2 a0 se .1mr N W 42. W 61 W 74 10 t2 42b of W W 6a 6a 77 b b 2 42 44 b M 47s 40 617 M W 9 W W as 60 62 m 70 SS 66 dp 6z 64 ea - n al 6D 62 M 67 69 7s L rl 6a 67 70 n ii m R 71 79 to IS 73 7a W 2t 24 W W )ez7 as00 B7 - s4 4 _ 48 b _ _ •NOTAPPLICABLE (INTERSECTING PIPE GREATER THAN MAIN PIPE) SANITARY SEWER 5'4)/' 70 W4Y DIAMEIER PRECAST CONGUMMANHOLENOTES NT.S. NATURRAL " ....:.;> I •_: w �• tom'. SEENOTE3 TYPICAL SANITARY SEWER MANHOLE -TYPICAL CROSS SECTION NT.S. I PRIVATE UTILITY LINES SH )DUN EMPOINT ENERGY GAS DATE (OM SERVIDE LINES NOT SHOWN) 1 SBC VALID FOR ONE YEAR DATE (APPROVED ONLY FOR UNDEl=WND -CENTMPOINT ENERGY (APPROVED ONLY •' CROSSING UNDERMWNIDUOMNES CITY OF LA PORTE TEXAS : ®° CobbFen( Texas Registration No. 2 4 ley 13430 Northwest Freeway, Suit :1100 Houston, Texas 77040 713.462.3242 1 fax 713.462.3262 1 ww v.cobfen.com MCCABE ROAD SANITARY S ;WER AND SIDEWALK IMPROVEN ENTS CITY OF LA PORTE, TE KAS STANDARD SANITARY SEWER DETAILS SUBMITTED: DESIGNED BY SCALE: DRAWN EK: DATE: MARCH, 2010 SHEET No: 1 ) OF 15 SURVEY BY: CFA DWG. NO. 8 IN. --'-'I , I-r- 12 FT. TYP, 8 IN.-�{��- t FT' T\I i no f ` j . ,tt #.4 BARS L ✓ 8 IN. COENN E SS 12 FT, TYP. SEE NOTE 5e. 4 Fr. - 4 1 Fr. 6IN. � rr OFFSiTE -t FLowuNl :I't r ' • -' ---� It ,. $ iN. 2 Fr. SEE NOTE 2 TYP. • SECTION � PERT PLA�NEAND THE PIPE SHAALL BEEEEXCLUDED FROM THIS LUMP SUM BID M. TYPICAL OFFSITE DITCH INTERCEPTOR STRUCTURE. (42 INCH MAX.) :HANNEI BUI TIOM 6a W of oc'm CMP OR HOPE PiPE a z SEE NOTE I u nz x� m 5 Fr. 6 IN, SACKSLOPE SWALE . I - NIAT: GR. FABRICATED ELBOW A SEE NOTE 2 BACKSLOPE INTERCEPTOR - A SHOWN. SEE . BAND COUPLER PLANS FOR. SLOPE 6 IN. DESIGNATED SEE OMP BAND H Sm 20 FT. (MIN.) COUPLER DETAILS STRUCTURE. NOTE 6 � CMP OR HDPE PIPE 2 SEE 'NOTE 1 5ECTION 0 TYPICAL INTERCEPTOR OUTFALL A STRUCTURE LAYOUT INTERCEPTOR STRUMURE DETAIL_ EMS'. 1. INTERCEPTOR OUTFALL PIPES WITHIN THE. HCFCD RIGHT-OF-WAY SHALL BE CORRUGATED METAL PIPE (CMP) IN ACCORDANCE WITH SPECIFICATION SECTION 02642-CORRUGATED . METAL PIPE, 41GH DENSITY POLYETHLENE (HDPE) PIPE IN ACCORDANCE WITH SPECiICATION SECTION 2506-HIGH DENSITY POLYETHYLENE, OR APPROVED EQUAL. 2. PROVIDE AND PLACE 'CEMENT STABILIZED SAND IN ACCORDANCE WITH SPECIFICATION SECTION 02321-CEMENT STABILIZED SAND, 3. EXCAVATION, FILL AND SACKFILL FOR STORM SEWER OUTFALLS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION-02316-STRUCTURAL EXCAVATING AND BACKFILLING. 4, CONCRETE SHALL BE STRUCTURAL CONCRETE IN ACCORDANCE WITH SPECIFICATION SECTION 033'10-CONCRETE. 3. INTERCEPTOR STRUCTURES: a ADJUST LENGTH. AND WIDTH -IN FIELD AS NECESSARY. b. 2-FEET DEEP X 8-INCH WIDE TOE ALL AROUND THE STRUCTURE, c. STTiI.. REINFORCING-#4 BARS (GRADE 40) AT 12 INCHES ON CENTER EACH WAY. d. ANY INTERCEPTOR OUTFALL PIPE LARGER THAN MAXIMUM SIZE INDICATED REQUIRES A SEPARATE DETAIL, e. MATCH TOP OF GONCRETE'WITH NATURAL GROUND. 6. SET FLOWLINE OF OUTFALL PIPES 1 FOOT MOVE CHANNEL FLOWLINE. OR 1 FOOT ABOVE NORMAL WATER A SURFA ELEVATION. CE • 7, SEE -CONCRETE CHANNEL LINING DETAIL $MET FOR CMP OR HDPE ODUALL DETAILS TROUGH CONCRETE -CHANNEL LINING. S. CONCRETE PAO AROUND TYPE "B" INLET: PAID FOR AS CONCRETE: INTERCEPTOR STRUCTURE PER UNIT PRICE SCHEDULE. 9. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION, 10. MINIMUM 'FRENCH WIDTH SHALL BE NOT LESS THAN THE GREATER OF WIDTH OF THE PiPE OUTSIDE DIAMETER PLUS 16 IN, OR THE PIPE OUTSIDE DIAMETER TIMES 1.25 PLUS 12 IN. (SEE ASTM 02321) THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN COMPLETED BY OTHERS. AN F.NGINCER WHO INCORPORATES THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE IN THE END PRODUCT iN ACCORDANCE WITH RULE 0137.33 (b) AND (c) OF THE TEXAS STATE BOARD. OF REGISTRATION FOR PROFESSIONAL ENGINEERS. ;..r _ P.E. SEAL AND SIGNATURE r; THR.L 702946 6 iN. MIN.. 6 IN. :` n+ MIN. CEMENT STABILIZED SAND. TO SPRINOLINE, SEE: NOTE 2. SECTION A BEDDING FOR CMP APE 2 F, MiN. A UFI r-z:r i \.- SEE NOTE 2 SECTION CMP' BAND COUPLER DETAIL Vivid PLAN - N.T.S. AW: J -AL no TABLE OF VARIABLE DIMENSIONS AND OUANTITIES•FOR ONE HEADWAI v.o values for one PipO Values to be a [ o for each_add+, I ni Roinf Conc iReinf -_ W (Los) (CY) V7 (Lbs) de`w.- a« 21' 18'--3-1 299 Z. ... 3'- g; 24' 20' • 0"1 3231 3.0 3' - ga }uU 27- 21•- 9"1 3711 3.5 1'- gww 30; 23'- 6" 415 4,0 4'- "1g1,, 33" 25' - 3'1 4691 4.6 4' - w>,"'- 301- b' 6T5 7.1 5'- a$o` 42' %-o0v� 48- 35'- 6-1 837 9.2 6'- 39'• 0-1 t0i6 ll_0 T•• e"'a§ Stir w::«` ug=i; s n `' &'44" ww p «SgE o w w �, aog``�d .r «{x cu c <rti �) i a 18' 21' 24" 27' - 30" a 33' 36" 42' 48" Stir to 72' 1 L-- 21'- 6" 1 3061'2.9 2'- 23'- 9" 382 3.5 3'- 26' - 0" 430 3.9 3'. 28'- 3" 486 4.7 31- 30' - 6' 639 5.2 4' - 32' - 9" 603 6.0 4' - 35'- 0' 738 7.5 5'• 39' - 6" 861 9.3 5' • 46'- 0" 1102 12.1 6'- 50'- 6" 1364 14.4 71- 55' - 0" 1547 16.9 al- 1 741 19.5 a,- 64'- 0" 2069 22.4 9'- IS' 15" 18' 21" 24' 27" _ 30' 33' 25' - 0" 384 3. 1' 28'- 3' 384 6 3.6 . 2'- 31'-.6" 452 4.2 2'- 34'- 9" 581 5.1 31- 38' - 0' .644 5.8 3.. 41' - 3' 737 6.91 3' . 44' - 6" 807 7.7 4' - 47' - 9' 912 8.9 4' - lfi 36" 42" 48" 54' 60" 66' 72^ 51'- 0" 1108 11.0 5'- 57'- 6" 1318 13.7 51- 67' - 0" 1674 17.9 6' - 73'- 6" 2064 21.3 ?1- 80'- 0" 2343 24.9 81- 86'- 6r 2635 28.9 W. 0- 0- =123 3=.1 9'- FRONT N.T.S. BSH ANCHORS PER-/ BRIDGE MANUFACTURER ABUTMENT INFORMATION TABLE NAME AW ' AL BWH BSH *1 BSW ABUTMENT 1 36" 11' 6' 10" 24" 181, ABUTMENT2 36, 11' 9' 24" 18" ABUTMENT 3 36" 11' 8' 10" 24" 18" ABUTMENT4 36' 11' 8'10" 24" 18" ..........-._._.. i ......;.._.........._..._ .:............................: ........._._..._...:.._.....__._._.._._{..._..�_._..._........ ' i NOTES: AW=ABUTMENTWIDM i 'AL=ABUIMENr LENGTH t i BWH = BACKWALL HEIGHT BSH = BRIDGE SEAT HEIGHT BSW = BRIDGE SEAT WIDTii *ADJUST AS NECESSARY PER BRIDGE MANUFACTURER SIDE STEEL PLACEMENT N.T.S. N.T.S. --I �-- BSW T L5 RE6AR, 10` 8" (j LONdNTUDINAL AND TRANSVERSE 14` 1 114" 0 t2" O.C. MIN. BWH f5 REBAR 2" FROM TOP ROW " 10' S" " NEAR BRIDGE SEAT FOR ANCHOR 22 (-122 BOLT REINFORCEMENT 5 REBAR VERTICAL O 12" O.C. MIN. AW -�---) AL #5 REBAR + ^ NOTE: ALL DIMENSIONS CAN BE ADJUSTED PER.BRIDGE MANUFACTURERS RECOMMENDATION AND APPROVAL OF ENGINEER. w Pre O 5L € Structure -.I 0or• E l ~� Bars AI ELEVATION o c o-•� € Pipe or Pipes Bore E Bars A 4-•: IT- structureT w/2.a rt AN w O-4 Top of pope PLAN OF NON -SKEWED PIPES 9" 9" Finished Grade (Roadway Slope)' 8ors E� 3 oxl y 1 Bard F, I - • - > Barb A2 Bars F2 l o Bars A, r SECTION tO Ouanfitles shown are for concrete pipe and will Increase slightly for metal pipe Installations. U2 indiaoted slope is porpenoiculor to conterline Pipe or Pipes. OFor vehicle safety, curbs anal project no more than 3" above finished grope. Curb heights . $hall be reduced if necessary, to meet these ' requirements. No Changes wi 11 be Mae In quantities and no additional compensation wi I be allowed for this work. O4 duontities shown are for one structure end oniy (one hecowol U. LONONTUDINAL AND TRANSVERSE 0 12"' O.C. MIN. 22" 1I S I22„ MIN. CLEAR SPACE, TYP. TABLE OF ONSTANT DIMENSIONS G 1 X I H 1 7 T E A2 F Bor Size Spa I No, Al a 5 2 2' F " 5 1. _q• Bars F2• Sors F, P , F } s E - 13' BARS F2 GENERAL NOTES: Designed according to AASHTO LRFO Specifications. Reinforcing steel Snell be placed with the Center Of the outside layer of bars 2- from the Surface of the Concrete. All reinforcing steel shall be Grade 60. All Concrete Sha11 be Class C' and shall have 0 Minin+am Calpressive strength of 3600 psi. NO bridge rails of any type day be mounted directly to these culvert necowolls. Tai s Deporta7 V of Transportatloa Ar Btldgo DIvISIm CONCRETE HEADWALLS WITH PARALLEL WINGS FOR NON -SKEWED PIPE CULVERTS CH-PW-0 Mc. CApMSte.C44 in hDDT cl• 140i ow 7a'l ,v. CIF (diaee, F4LCLery 7010 ou,nia rtu.0 ,[o wort.: sxen +muea cede. :duo, i PRIVATE U11UTY LINES Si- DWN A/ jg- TERPOINT ENERGY GAS DATE COM SERVICE LiNES NOT SHOWN) W A SBC VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONIXpT� FACWTIESS UNLESS 01HFJtW(SE NOTED,' �TERPOINT ENERGY ELECTRIC DATE UN�O, ONLY ON DUCTUNIES THMM N' VAUD AT tEMFWEW ONLY) IIm 1 CITY OF LA PORTE TEXAS TEXp`s WON won an CobbFen� ley Texas Registration No. ' 14 13430 Northwest Freeway, Sui a 1100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 wv Af-cobfen.com JOB NO. 0912-016-00 McCABE ROAD SANITARY : EWER AND SIDEWALK IMPROVER ENTS CITY OF LA. PORTE, TE XAS HARRIS.COUNTY DITCH INTERCEPTO 2 AND TXDOT HEADWA -L AND BRIDGE ALT. DET, &S SUBMITTED: DESIGNED En ; SCALE: DRAWN BY: DATE: MARCH, 2010 SHEET' NO.: ' 1 OF 15 SURVEY BY: CFA: DWG. NO: SPACING CLOSE SHEETING OPEN SHEETING STEEL PILING r TRENCH. SHORING — .MINIMUM RFOUIRFMFNTS (.**) - % i SIZE AND SPACING OF MEMBERS DEPTH OF UPRIGHTS STRINGERS CROSS BRACES! TRENCH KIND OR CONDITION OF EARTH - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- - - - - - - - - - - - - - MINIMUM MAXIMUM MINIMUM MAXIMUM WIDTH OF TRENCH MAXIMUM SPACING DIMENSIONS .SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES .. FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO 10. (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6X6 6X8 4 6 (B> LIKELY TO CRACK 3)c4 OR 2x6 3 4x6 4 2x6 4x4 .4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2X6 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 CLOSE SHEETING 6x8 4 4x4 4x6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3X4.OR 2X6 4 44 4 4x4 4x6 6x6 6x8 ex8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6X6 64 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE SHEETING 4x6 4 4x6 6x6 6X8 8x8 8X10 4 6 (D) HYDROSTATIC PRESSURE 3x6 SHEETING 8x10 4 4x6 6x6' 6x8 8x8 8XIO 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 442 4 442 6x8 8x8 8x10 10x10 4• 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE SHEETING 6x8 4 4xL2 8x8 SX10 1040 IOX12 4 6 L TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES, SHORING IS NGT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. < ) DESIGNATION FOR PROPOSAL (BID> PURPOSES ( x x > FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER * MAXIMI ALLOM SLOPE (DETEI BY GE ENGINI *RATION AS ;MINED BY !ACTOR'S REG. ENGINEER 1' MIN. TRENCH BOX * TRENCH SAFETY SYSTEM DETAILS N.T.S. MAXIMUM ALLOWABLE SLOPE 'DETERMINED BY GEOTECHNICAL ENGINEER NOTE, CLAYS, SILTS, LOANS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING . x ALTERNATE SYSTEM GENERAL NOTES, 1. TRENCH SAFETY SYSTEM TO MEET,. AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2.THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL'SHEET. 3.CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH, INSPEC-. TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE•IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5.W14ERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING, (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO. WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE.MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25'FEE'T OF LATERAL. TRAVEL 8.MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID>. 9. STRINGERS AND BRACES TO BE SECURELY FASTENED, 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN, 12:EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH Q.D. [IF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS, A> SOLID.ROCK, SHALE OR CEMENTED SAND & GRAVELS = 901 B) COMPACTED ANGULAR GRAVELS = 1/2 1 1 C) RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 & L D) COMPACTED SHARP SAND = 1 1/2 a 1 E) WELL ROUNDED LOOSE SAND = 2 r 1 16.CLAYS, SILTS, LOANS DR NON-HOMOGENDUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. DATE ,C/,# CENTERPOINT ENERGY ELECTRIC DATE (APPROVED ONLY FOR CROSSING UNDERGROUNI DUnAES UNLESS OTHERWISE NOTED. VAUD AT TINE OF i EVIEW ONLY) I NMI ME 1 REVf m ■ CITY OF LA PORTE TEXAS ec MEN EN obbiFendley Texas Registration No. Z, 4 13430 Northwest Freeway, Suit 1100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 ww l.cobfen.com InQ e,n nn4e nos nn McCABE ROAD SANITARY SI :WER AND SIDEWALK IMPROVEM =NTS CITY OF LA PORTE, TE. CAS TRENCH SAFETY DETAILS SUBMITTED: DESIGNED BY: SCALE: DRAWN BY: DATE: MARCH► 2010 SHEET No.: 1. ). OF 15 SURVEY BY: CFA DWG. NO: ...I jr-e $:o'QCCfi`an 0.125, TYP. 1/4" /FT SLOPE MAXIMUM .Q \- 0 -W SELECT FILL BEDDING 4" REINFORCED CONCRET� DOWELS - #5 SACK/ C.Y. 3000 P.S.., 28 DAY WITH .#3 BARS 0 18" O.C.E.W. OR' BRICK STYLE" #4 @ 24" O.C.E.W. IMPRINTED ONCRETE AND.DYED B RNT RED TYP CROSS-SECTION OF SIDEWALK w NOT TO SCALE PROP. ADIRECTED Y I EXPANSION JOINT SXWALK 11_ 1 1-11-�63. �- EXISTING RAD. 3,0', :N, (TYR) W W W (GRASS)* • , W W PROP. CURB EXPANSION JOINT w (TYP.) w W . W•w J 0.1w tOP. EXPANSION JOINT 0. SIDEWALK FROM R.O.W. TO BACK OF 7 m r8.O.C. A EXIST. BACK OF CURB I low' Nv YL \ • . ••♦y Y•i.'\�F Y.V�• r' • � .. G.�\<.�Yh 'j L..V ..�;'�Y r �.... •V .'A ''.'Y. L�t` 'LY. :• A PROP. SAW CUT FULL DEPTH DRIVEWAY REPLACEMENT DETAIL NOTES ,Jl _ 4 0' 500'_ `i it 8" 1. SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL EARTHWORKINGA NDTSHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF TNECESSARY HE CURB AT NO ADDITIONAL OWNER REDWOOD EXPANSION JOINT (TYPICAL) 4 e° y¢ w w 2. LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER.' • ° '• w W .w W w 3. REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM • w w W A-615 GRADE 40. A'Z 3 • • ' w w w W W 4. CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. DOWELS d w W (SEE DETAIL) °Q w w w 5. STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF V. 3'-6' •1 .a. , w 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE '' d'1:SO •_ ' y w W PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95P. STANDARD DENSITY AT +1 TO +37 OF OPTIMUM • '� y w MOISTURE IN ACCORDANCE WITH ASTM 0698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT SEMORE ."3• Q w w W THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY O w Nv' ENGINEER 25 HOURS PRIOR TO PROOFROLUNG. W w Qw W 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. .y O! w COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. Wvw OJ W W W 8. C17Y OF LA PORTE PLANNING DEP. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 281-471-5020, CONSTRUCTION w Ww w9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS (SEE DETAIL) W w w PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. R'O'W' U "' 'Y W' W 10. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE 801 W w CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY 60 -0' • w BE OBTAINED AT CITY HALL. I w w W NOT TO SCALE TYPE NB" RAMP NOT TO SCALE " 3/8" BITUMINOUS JOINT SEALER I-• EXIST. CONC. ' 11. CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. 4 4p CONC, N4 1:1' \IiSO R10.0' 12. EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE AND DISPOSED OF. �o SIDEWALK BAR 24" O.C. ' • 5 13, THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE .: I$" d',C, (TYP.) ; FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. w w w w w w• w w w W w w w w W W w w W w W W w w w .W w 6' CURB (DIMINISH TO 14 IT SHALLBE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING 'V w %(GRASS) 4 w W W W W W W 0' AT CONSTRUCTION ' w W w ♦ W W W W W W W w JOINT) W W w W W W w w w w w W w 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWLAKS I INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY 7HE OWNER. 16. FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED ' WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. VARIES W/RADIUS 17. THE LOCATION OF THE WHEEL CHAIR RAMPS MAY BE, SHIFTED FROM THE PROPOSED LOCATION ON THE (CURB TAPER & PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. SLOPED SIDEWALK) YTYR) 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTINO NOTES, CURB BELOW TOP OF PAVEMENT. 19. USED CREOSOTE CROSS -TIE IF REQUIRED SHALL BE IN GOOD CONDITION & HELD IN PLACE WITH A 1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED MINIMUM OF TWO 04 REBAR. WITH BRICK PATTERN, CONTRACTOR SHALL MAKE ADJUSTMENTS 20. GRASS - SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE TO RAMPS TO FIT LOCAL CONDITION. RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES TART AN ACCEPTABLE ROUTH HAS BEEN ATTAINED. 2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL 21. WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WHEEL CHAIR RAMPS ARE POURED, RECOMENDATION. 3. CURB RETURN RADII GREATER THAN 23' REQUIRE 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. CURVILINEAR SIDEWALK. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR. TAPED SLIP END. 4" TO 6" TO BE EMSEDEO IN EXISTING CONCRETE WITH REMAINING 4. HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER. EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT IS- O.C.) EXIST. CONC. DOWEL- , i 11-1 T� KEYED JOINT CONSTRUCTION JOINT NOT TO SCALE NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER SECTION A -A NOT TO SCALE F EXIST. CONC. ` EXIST. CONC. /-DOWEL DOWEL-� L ►-ur TJ • s �n•. ,• CONTRACTION JOINT NOT TO SCALE TYPE "G" WHEELCHAIR RAMP N.T.S. PROP. W PVM'T FULL SMOOTH 1/4" ii.(TYP.) 0,�AA411:912 TH S H� DOWEL EXIST. CONC. jf'� .. .'.. �y . ; d•, a e• . . '. 40 ''aa.s a w: •3'(TYP• .q» •'4 e. • s a.•. EXIST. CON(. #3 AT 18" E.W. (TYPA DOWEL EXPANSION CAP #4 AT 2W E.W. 1° REDWOOD EXPANSION JOINT. MATERIAL OR 31e PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSION JOINT NOT TO SCALE . EXIST. B.O.C. PROP. EXPANSION JOINTS AT ALL PLACES RAMP ABUTS EXISTING PAVEMENT OR SIDEWALK SECTION A -A THIS SECTION IS TYPICAL OF ALL RAMPS AND AT EXISTING -DRIVEWAYS NOT TO SCALE The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on EXPANSION CITY OF LA PORTE PLANNING DEPMENGINEERING DIV. 604 W. FAIRMONT PKWY. LA PORTE. TEXAS, 77571 281-471.6020, FA)L281-470.5005, SIDEWALK DETAILS ONLY FOR CROSSING IFRMSE NOTED. VAUD 102946 IWN DATE DATE NOTED) DATE GROUND DUCTUNES WE OF F EMEW ONLY)' V aft CITY OF LA PORTE TEXAS Texas Registration No. 21 1 4 13430 Northwest Freeway, Suitt 1100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 wvw t.cobfen.corn MCCABE ROAD SANITARY SI :WER AND SIDEWALK IMPROVEM :NTS CITY OF LA PORTE, TE. CAS SIDEWALK DETAILS SUBMITTED: SCALE: DATE: MARCH, 2010 SURVEY BY: CIA DESIGNED BY. DRAWN BY: SHEET No.: 1 3 of 15 DWG. NO: 10/S/04 STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS - 1. Notify the Harris County Flood Control District, Property Management Department in writing at* least 48 hours prior to construction. Submit the HCFCD 48 hour pre -construction notification form -and a copy of the approved construction drawings to HCFCD, 9900 Northwest Freeway, Houston, Texas 77092, Attn: Property Management Dept. 2. Engineer shall submit certification letter and record drawings to the Harris County Flood Control District, Property Management Department, requesting inspection of items constructed in Harris County Flood Control Districtright-of--way. Prior to requesting inspection, the drainage right-of- way and/or easements shall be staked and flagged. 3. Protect, maintain, and restore existing backslope drainage systems. 4. Backslope Swale and' interceptor structure elevations and • locations shown on plans are approximate. Final elevations and locations shall be field verified by the engineer prior to installation. 5. Establish turf grass on all disturbed areas within die channel or detention right-of-way; except the channel bottom and where structural erosion measures are used. Minimum acceptance criteria are 75% coverage of live Bermuda grass and no erosion or rills deeper than 4". 6. Backfill in accordance with the Harris County Flood Control District Standard Specification, Section 02315 - Excavating and Backfilling, or equivalent. 7. Excavate channel flowline to design elevation as shown on plans and downstream, as necessary, to ensure no water in storm sewer during "dry" conditions. 8. Maintain flow in channel during construction and restore channel to original condition. 9. Remove all excavated material from the Harris County Flood Control District or drainage right-of- way. No fill is to be placed within a designated flood plain area without first obtaining It fill permit from the appropriate jurisdictional authority. 10. Obtain and comply with all applicable City, County, State, and Federal permits and approvals, with assistance from Engineer, if necessary. • Harris County Flood Control District Policy, Criteria, and Procedure Manual PAL DOM ME FfiffM 1 PLAN NOTE: t. REPLACE 00SpNO srrmcE PNE To orLAN AND OFi:E DRANiNGS, AS SPrcmm. JDYP)i, f SM CON ST"AtA OM -MAMAWAVA.Ji BILL �� SPEOW-M ONSS �Jw iJ/ s % JJ��tt 1 �J:✓ it �% T) 1 �J.:✓ i'11 Ji,,1 _i% �J r�Ji' I ,•-,�'�JJ�Ji' 1 47 w le YIN ur Euernmu As '•:; 'f' ?, i ','.k NUMFED tnR.SCM er AT BDmOM ONLT Ntw SEWER ED ::: EteowIrP) glplanovvcRSLLOOPEE CROSS—SECTION OF SEWER AT SERVICE CONNECTION --oas'md-sEavxe rn+E ADAPM CWPUNC SANITARY SEWER RECONNECTION DETAIL D-2 mom trrP) EMU aW"rDa•00" 3 i'C WALL it AND CREM DEPTH { 5 0 a ON WN 1 "X6" CEDAR PICKETS 2"X4" RAIL TREATED PINE 2"X4" TOP RAIL TREATED PINE 4"X4" TREATED PINE 2"X10 TREATED--". . PINE CONCRETE 12" MIN. DIA. POST HOLE WOODEN FENCE DETAIL N:T.S. 111••�J•1 rlr )•1 1� i�r Ir �i rr1 1 COW STABILIZED va-vv v•o o .-o: -•o•'•r SAND• Ir VAN1:S ��SFE L�tBLE SECTION- -_k TYPE 'tC' STORM MH DETAIL 6" THICK CONCRETE 4X4—W1.4 X W1.4 0.50' 130 RCP I 0, 50' f. l k 0.50' CONCRETE COLLAR CONNECTION. DETAIL N.T.S. 6. A Frame and i A r 1 A Required by �.rr "� s T 1 tPEWpr,, r j 4' • e" Top 1 , Section ----------- 6" Plan t Conte 2" R SecUr T•p�_ Gutter Line .. yra Slope of:; ^ Risers as Pavement 6" ;'• 6"or12" Required 3'-O" a' -Or — Section A -A Materials & Features CONCRETE:5.000 PSI REINFORCING: per ASTM A-66 or A-185 MAXIMUM PIPE SIZE: 24" I.D. WEIGHT: BASE - 3,605 Lbs. TOP-2.000Lbs. 5,605 Lbs. Total er Botton Sectiol Thinw. Isometric View TYPE "C11 A t iTYPP) i 24" �/ L Materials & Features CONCRETE: 6,000 PSI in 28 days. REINFORCING STEEL: per ASTM A-615, Grade 60. REINFORCING to meet AASHTO HS 20-44 Loading. PRECAST STRUCTURE to meet ASTM C•857. -No Scala. JOINT SEALANT: Ram-Nek gasket material. All dimensions subject to allowable specification tolerances. FRAME AND GRATE/COVER as required. - STORM INLET DETAIL W 2+2' (8F.E NOTE 1) WN NERAL NU S I.h31NIMUM CROSS&AW IldVn , 8' C—C, 2,CROSSWAIXS SHALL BE 1� WIDT14 APPLIED AS INDICAT. D !Hill 'CRD .> " . PLA! i'iC kARM MTAILT - STOP U JES "sTKRII � VA0E OR 2 `19' WME3 LANES.- 'S 1� VIVE Rf 'tom-•. TORUEDaLASTICMARNI . 4,4:. JtnV M1aKwS ISM •L BE WHITE UNLESS OTHM SE 1 i ° S ALK PLASTIC $ ARKER DETAIL Plan View Dowels to be 314" x 6. Bolts at each side — x-6• Mortar pla by combat A J Cast Iron Grate and Frame as Specified Brick Adjustment Varies V-0" Min. Knockouts as Required Section A"A -No Scale. NI dimensions subject to allowable specification tolerances. TYPE "A" STORM INLET DETAIL t3F 27, 1 IR I10 LL#v of u- % ;4S AND HfiLL • 1 URB. 4 E ER T ) Motq #.IN .ASS PRIVATE UTILITY LINES SI OWN ,A DATE DATE CENTERPOINT ENERGY ELECTRIC DA7E, 102946 CITY ^�; • OF LA PORTV on an CobbFen, Rey 5 Texas Registration No.,' 74 13430 Northwest Freeway, Su 91100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 wA w.cobfen.corrl JOB NO. 0912-015-00 MCCABE ROAD SANITARY I EWER AND SIDEWALK IMPROVED IENTS CITY OF LA PORTE, TI XAS STORM, SANITARY, J ND SIDEWALK DETAILS / .ND HCFCD STD. NOTE SUBMITTED: DESIGNED 6 SCALE: DRAWN BY: DATE: MARCH, 2010 SHEET No.: 4 OF 15 SURVEY BY: CFA DWG. NO: i _ —. __ ... PAVING 2. RESIDENTIAL I SUBDOSION•DRAI NAGE' 3. COMMERCIA . I OTHER SITE DRAINAGE .4. WATER AND WASTEWATER $• . DESCRIPTION -OF PROPERTY (; . STORM WATER QUALM'. . . i. DESIGN THICKNESS of PAVING -._��r .•_-_.. 1. DRAINAGE SY TEM.TYPE $ I. TYPE �OF SERVICE PROPOSED 1. LEGAL DESCRIPTION • A, ACREAGE: 1. CONSTRUCTION PR TECTIVE MEASURES. Q �T II, STABILIZED SUBGRAOE TO A DEPTH OF III. DESIGN STRENGTH OF CONCRETE psi • • IRS STORM SEWER 1. MOP-099 DRAINAGE AREA �` ❑'NEW DEVELOPMENT AREA: a ` �Q O MUNICIPALITY: ff MUNICIPAL UTILITY DISTRICT: • ❑ SWPPP SITE PLAN AND DETAILS ON SHEET(S) IV. TYPE AND PLACEMENT OF STEEL ROADSIDE DITCH O RE-OEVELOPMENT AREA (AMOUNT INCREASED ❑ OTHER DISTRICT# DRiVT:WAYS IMPERVIOUS AREA): O PRIVATE WATER'aND WASTEWATER SYSTEMS ' . • B. ❑ SUBDIVISION: 11. APPLICABILITY FOR PERMANENT FEATURES. AIA B_ . DESIGN MET o0 USED . R. NTION VO 1M �� O PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF � O. EXEMPT NEW DEVELOPMENT OF LESS THAN. 5 ACRE, PARCEL. 1., NUMBER OF DRIVEWAY APAROACHES PROAOSF' CI CiTY OF HOUSTON FREQUENCY 0.55 Cl INDIVIDUAL WATER WELL AND OSSF b SURVEY & ABSTRACT $C EXEMPT- REDEVELOPMENT OF A 5 ACRE. OR LARGER PARCEL WHERE H.' HARRIS COUNTY STANDARD DRIVEWAY OEWL APPEARS ON SHEET ` •: ' t NEW AREA -----X__ __=__----ACRE FEET �k 1J •65 ©oTaz TOTAL IMPERVIOUS SURFACE (EXISTING PLUS . PROPOSED)'IS LESS THAN 1 ACRE. OTHER �b�G DETENTION REQUIRED ❑ ,75 O EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. FIRE APPARATUS ACCESS ROAD Ili. RAINAGE SYSTEM OUTFALL D 0 OTHER: C. ADJACENT ROADS: O STORM WATER QUALITY PERMIT REQUIREMENT. FOR THIS PROJECT IS COVERED O REQUIRED AND SHOWWON SHEET( PROPOSED VOLUME = ACRE FEE[ 11. PROOF OF CAPACITY BY. --------- , ♦ 19 NOT REQUIRED_OUE TO CQyy i1UC'�10K O TO DETENTION. POND 111 O STORM WATER QUALITY. MANAGEMENT PLAN INCLUDED. SWAMP SITE- PLAN ON O. DETENTION • PONQ MAINTAINED BY oDTFALL To ❑ N.C. ROADSIDE DITCH O LETTER FROM. DISTRICT AUTHORIZING SERVICE 11. PLATTING SHEETS) CT3RBTNG • © - TO -DRAINAGE DITCH UNIT NO. ❑ EXISTING H.C. STORM SEWER AND CONNECTION ' A,' SUBDIVISION PLAT ___ _______�___��___�__ _ 1. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING JA ,HCFCD TO HARRIS COUNTY ROADSIDE DITCH O OTHER. O •TCEQ APPROVAL FOR WATER SYSTEM AND • RECORD D PLAT % REPEAT • Iil,' PERMANENT_ STORM WATER QUALITY f�ANRES. IL O STANDARD W CURBING PROPOSED ROAD NAME:' ��*r, ROADSIDE DITCH OU7FALL ITCH OL RATE G? oS (CFS) ❑ PERMIT FOR WASTEWATER SYSTEM. OSSF �UBD1VISf0IV PLANNING REPORT _ • . � PLAT NAME:. _ � S S_ �`� O VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) ❑ a" z 12' CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS psTA7ro-w.s.E m oDiFAu {s �- _, ALLOWABLE = �- _ _ PROPOSED OUTFALL RATEI PLAT NUMBER - �.� DETAILS AND CALCULATIONS APPEAR ON SHEET(S) _------_-_ TRAFFICCONSIDERATFONS OAROPOSFA STORM SEWER IS SUBMERGED. ❑NORM SEWER ouTFnll 5E SxN:-iar.� Sew��`fNiu - - 4. 1e S ONO FiAT REQUIRED . ' O POND STRUCTURE USED (WEi, DRY, WETLANDS) DETAILS AND CALCULATIONS J. MEOGAN CUTS 1V STORM SEWER OUTFALL CAPACTY ALLOCATED TO TRACT FROM D. A. MAP: �_ _ (CFS) FROM DRAINAGE AREA MAP DATED: III. AM -�-ta, WAalet b Ttll'd1�'i\'�CAE�=V'� B, STREETS PROPOSED UHT OF FLOW a APPEAfi ON SHEETS) NO MEDIAN CUT OR RELOCATION IS PROPOSED O MEDIAN MODIFICATIONS ARE SHOWN ON SHEET , CAPACITY' ALLOCATED TO TRACT FROM D. A MAP:. _. (CFS) FROM DRAINAGE AREA MAP DATED: PREPARED W. ACTUAL OUTFALL. RATE: __�__ _ _ _ (cfs) 0 RESIDENTIAL: LOTS OR UNITS ❑ PRBAC "' ❑PLATE ❑ HYDRODYNAMIC TYPE SEPERATOR MODEL: it. LEFT / RIGHT TURN LAM PREPARED BY:. ACTUAL•D.WFALL RATE:: ZL Q�Apy{{____.: (CFS) �_______ PUMPED Nr1 i ❑ O COMMERCIAL: AVERAGE DAILY OT ER' ©' PUBLIC & PRIVATE FLOW. ' NONE OTHERS • ( ) X NO LEFT / RIGHT TURN LANE IS PROPOSED VOLUME THAT GRAVITY FLOWS: ACRE FEET H Ili' JURISDICTIONS O. LEFT / RIGHT TURN LANE IS SHOWN ON SHEET VOLUME THAT IS PUMPED: -------- __ -r____ ACRE FEET CTLONS ' V. D 61*9E SYSTEM FLOW RATE ENTRANCE VELOCITY tNiO ROADSIDE DITCH llQ�s *0 CITY OF HOUSTOtpN t - H REQUIRED ON ALL PROJECTS, fit IF NOT EXEMPT OR 0PANDFATHEREW /�,,� OR STORM SEWER: L coMPiSrE FOR ALL PROXOT 0 CRY OF OF ♦ STON �� •THEMOLUWME OF TOE PERMQDItG AVIHORNY IF OINE ER TWSI HARRS COUNTY. E�BFR OR ili= TRAFFIC CONTROL PLAN FLOW. PRIOR TO DETENTION: L�F`�'" •!eC" cFs , It 'COMPLere FOR IF PROJECTS. O ETJ. CITY Of HOt1STON PUMP SPECIFICATIONS AND OPERATING PLAN Ii OOiIPIfrE ONLY IF TCDO DSatARce PFBUR LS PROPOSED I N0 WORK IN THE RIGHT OF WAY IS PROPOSED THAT . FLOW AVER .DETENTION (IF REQUIRED): Cpg APPEAR ON SHEET ❑ ETJ, CITY OF WOULD INTERFERE WITH TRAFFIC FLOW ..O NO ETJ ❑ TRAFFIC CONTROL SHOWN ON SHEET V. FLOW RESTRiMR SIZE (ty / IV.- HCAO ACCOUNT NOS. IV. TRAFFIC SiGNAL OUTFALL PIPE SIZE. ,V( T•��7��••tPI•TD•T� L 77••••��M•�•p BLOCK NO TRAFFIC SIGNAL IS EXISTING /PROPOSED RESTRICTOR PIPE SLZ£: >rACP11! SRO NATL,7�L+ BLOCK O NO TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) ECT* NAME. '' SHOWN ON SHEET O PROPOSED TRAFFIC SIGNAL (BY OTHERS) . V .TRAFFIC IMPACT ANALYSIS )(NO TW1fflC IMPACT ANALYSES IS REQUIRED V_ INOBSTRUCTEO VISIBILITY' EASEMENT (U V.E. WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOVJ: 0 iPAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON. DATE;____� O REQUIRED AND SHOWN ON SHEET(S) ENOWEERWO DWISION $ NOT REQUIRED: . KEY MAP®page(s)_+$��—__ *CPC 101. FORM' MAY BE REQUIRED by INTERPOSE no 0a1EcnDN DATe ']. . Fi,00D CONTROL. DISTRICT CRITERIA $, Fx+00D T'iATN STATUS 9• WORT{. IN HCECD RIGHT-OF-WAY ' : j Q SITEWORK. SiJMAARY By. AS T PA= AND OOR DRAINAGE ONLY DATE � � 1, GENERAL_ INFORMATION Cs a�41,a'Torip *�oo�N%%% HARtjfS COUNTY AOMtNISTRATME'DATA � •6 y�V 1. OEfENTIDN. SUMMARY • N 1, TYPE OF WORK TO PERFORMED IN CHANNEL CWIC 'CQ=N TO A fl D "OITr BY HARRIS COUNTY REVIEWER) RY AS TO -LOCATION OF JTEHS COUNTY RIGHT OF DAIE �� • � FIRM PANELS 'FOR PROPERTY: hQ•E. ttmv�et •� STORMWAT£R, DETEtNTION BASIN ROUTING TABLE FIRM PANELS; DATE: i O OUifAll CRLTICAt fACIL1TY OYFs ONO. ` - "•,DL7ENRON WIN DRAIME AREA = _.._. ACRES 'STATUS. Of PROPERTY ON MAP O UTILITY CROSSING O STORM WATER QUALITY BY TO so w tt _L I ti20 BAPRE-OLVEtOPEO RAWFAU. EVENTE"0:1:)) PEAK AUNOFF CFS POST -DEVELOP PFNC RUNOFF C OETENnQY NStN PEAK oU01DW CFS NAXINUM WATER SURFACE FJEVAl1 _4 PEAK STORAGE VOLUME. AC•• STORAGE RATE Fr PER AC Soy EXCEEDAN19 EXCEEOANCE (t O ENTIRELY LOCATED IN UNSHADED ZONE "X" ORGANIZED O ROADWAY -BRIDGE / CULVERT CROSSING. O DETENTION �yK ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ FILL ACTIVITY O O DRAINAGE SWALE CUT CUYDS. /FILL_. CUYDS. ADDITIONAL COMMENTS: DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION ORAWINGS O REHABILITATION OF CHANNEL . (DRAINAGE LAYOUT PG. NO...-_ ) (BASE FLOOD LEVEL^__.) O MAINTENANCE O FILL PLACEMENT _,^.....-.__—#ACRES LOCATED ENTIRELY IN ANY a ZONE OR S14ADED ZONE "X; O . TEMPORARY CROSSING ❑ ORGANIZED.SEWER O PUBLIC OPRMATE •❑ WATER O PUBLIC OPRMATE ADDITIONAL CRITERIA FOR PUMPED DETENTION ASiNS: ❑ (INDICATE BASE FLOOD LEVEL•..._...__.: --- IN THE 10-YEAR FLOODPLAIN K OTHER O . +' itQTPWN WATER/SEWER) ' Q UNDERGROUND UTILITIES NAM COUNTY' FLOG CONTROL. DISTRICT S. D VOLUME OF PUMPED 17 EXCEEWCE STORAGE VOLUME _'- AC -Fr _ _ X OF TOTAL VOLUME V=UM OMION OLITAWINELOCNY INTO HCECD CHANNEL .. _ _tT./sEC. � O ,LOCATED LOCATED -IN CYPRESS CREEK LOMR 08-06-2369P VA6 .. t ' Q ORMEWAY WITH CULVERT__ CURB AND GUTTER,...,_ 7)IOOT__ . MR 7WE.F0R BASIN d ____.__� HOURS 04EOON HEAD CONDITIONS.• � (INDICATE BASE FLOOD LEVEL.LAIN _,, IL PERMIT , O INTERPOSE NO OSJECTtON ' STORMWATER DRAINAGE DESIGN REPORT ❑ LOMA SR$' REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-f CASE NO.,......_....__.__..__.._______ O US ARMY CORPS ENGINEERS NATIONWIDE CULVERT...:_' . SEPTIC - ONO © EXISTING ❑ PROPOSED FOR DIMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY .DATE. REPORr7mE ._____ _ O OTHER O PERMIT NUMBERS) _.....�_• __' _ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS, OTHER.....,:.._..........._.�...._........_........ fl -_ REPORT DATE En6WEEAWO DRM _ _ ELEVATION INFORMATION O OTHER SIGN CLASSIFICATION ///'} BY/, / / �VEO: �7L DATE, OF'ACKNOMOGEMENF BY HCFCD OR FLOODPWN ADMINISTRATOR__ HCFCO PROJECT 9--L � BENCHMARK USED ' HARRIS COUNTY FLOODPLAIN REFERENCE MARK SL •NO PERMITS REQUIRED EXPWN: LOCATED IN: .FOR IT Tf.O �ffiIHN EXISTING CCFH D RIGHT-OF-4WY ,DATE HARRIS-GALVESTON COASTAL-SUBSIDENCE'01STRICT " ' O EW WROVEO: BENCHMARK (FOR COASTAL AREAS) O SCENIC DISTRICT. STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS iS PROVIDEO SY_OTHER PLANS ' - DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (200I ADJ)• O TOLL,ROAO FOR,DENS LOCATED WITliR1 PROPOSED HCFCO RICHT—OF-WAY .DATE PLAN TIRE • • . EN61REMO FIRM .. ..._.,... _ DATE SIGNED SY HCFCD _ HCrCD•PtIwwr B ._,.._:_. EASEMENT AUTHORIZATION . ADDITIONAL COMMENTS: ' ,iII, REFERENCE / BASS OF DETERMINATION .O tfffERS ,11,, HCFCD STANDARD NOTES: SEE SHEET.. OF THESE PLANS. . O ENVIRONMENTAL CONSULTANT REPORT • I:.HC D STANDARD OETAUS: SEE SHEET OF.THESE PLANS. �� 11, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVA710N ^^•^^^^^----^^^----•--^- - ' .H- REPORT TITLE ___ _��_____,__ _ .. j CURB RAMPS /SIDEWALK iV. R FF-R TO PLAN N 3.R' FOR £XIS7ING AND PROPOSED RIGHT OF WAY DAEATION AND COMAE RECORDING INFORMATION TO INCLUDE O'' PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL, -AND! IN SHADED ZONE "X'. ENTIRELY REPORT DATE _-__..�......_ _ ___. +• �.0 OTHER., � �JC, •• RAMPS OYES THE; PROJECT WAS REVIEWED. -HOWEVER, THIS DOES NOT MEAN 771E ENTIRE PROJECT. INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE SEEN.COMPLETELY CHECKED CLERK'S FILE NUMBERS TYPE OF ESTATE (e.g.. DRAINAGE EASEMENT, . O PROPERTY LIES PARTIALLY OR BELOW THE BASE FLOOD ^^'Li s' CURB PROPOSED �.NO AND VERIREO. THESE DRAWANGS ARE SIGNED. DATED AND SEALED BY A PROFESSIONAL ENGINEER UCENSEO TO PRACHCE IN THE STATE OF TEXAS, WHICH 7HMUORE CONVEYS THE ENGINEER'S FEE STRIP, ETC. AND GRANTEE e.. COH, HCFCO, PUBLIC, TXDDT, EEC, ) (9 ) LEVEL V SiDEYIAU(S PROPOSED ONO • RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE IEOERAL,. STATE .. t(APPLIES QYCY TO PORitON OF LAND LOCNEo YATHW fL000PWN AS OEUNFANO Sr FIRM PAHEU. A. HOME BUILDER ❑•YES AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE ' 8 DEVELOPER O YES RELATED TO LOUD DEVELOPMENT:. @'THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WALL NOT BE ISSUED A.: TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM L -.n. REQUIRED ON PROJECTS V= WORK IN A HMO•CHANNEt. UNTIL SUCH SIGNATURES ARE OBTAINED, THESE SIGNATURES ARE VAUD FOR A MAXIMUM' OF TWO YEARS. DELINEATED FLOODPLAIN (FILL,' BASE, CONCRETE, ASPHALT; ETC.): FIFASE REND RCE SECTION 17 OF THE FLOOD CONTROL OLsTR>cT C. H.O A O YES , i.e., BELOW ELEVATION _.. (20D1 AW.) CUBIC YARDS POUG6 Gram, Az%MMVRE NwwL FOR MORE WFauwION D, OTHERS ENGINEER'S CERTIFICATION B...T ELII VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM A LICENSED PROFESSIONAL. ENGINEER IN THE STATE OF .TEXAS, 00 HEREBY CERTIFY THAT THE. •: OEUNFA7E0 •FLOODPWNi C , i.e., BELOW ELEVATION ..__._. (2001 ADJ.) CUBIC YARDS INFORMATION. P ESENTED .ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM • NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT Am RULES CONCERNING THE' 12 • LANDSCAPING PRACTICE OF ENGINEERING AND, PROFESSIONAL ENGINEERING 7.ICENSURF_ O REQUIRED AND SHOWN ON SHEETS) . ANY VIOLATIONS WILL BE FORWARDED TO THE HARRiS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. NOT REQUIRED THE COMPEL TE0 PROJECT CONSISTS AOF DPWJGHEETS THRU . .. SEAL VEWRFA 0Y: • .. ... SIGNATURE � GATE A PERMIT IS REQUIRED FOR EACH.SCOPE OF -WORK ON SITE. R• E V 1 S I O N ..S A NOTIRCATiON IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO PrvrvT.eA9.hClx.nel/peri"its FOR EACH SCOPE OF WORK IN HC OR 1N DATE . SHEEr NO. DESCRIPTION HCFCD ROW. H.C. APPROVED DATE �tRHARRIS COUNT L ..............................:.*.. r PUBLIC IN ST iUCTURE Ia]EPA�Tl� NT HEATH R. LYLE j 1 ... _ou1_._•oo_.u•....• / ^�" ��pp ��++��tt ��tt REVIEW 77 + �x � it s �+ i o ; 102946 O " .n► C 1\ L i�7 iJ Y Ili YY iJ�. i J�i i. 1�� 0�;•</OENSE4• SHEET NUMBER RSION 11.0 AUGUST a. 2009 At4k,, O• •LEA+` \\ PROJECT N0. OF Wo ppPRIVATE UTILITY LINES SH )WN AIIA- POINT ENERGY GAS DATE (ENTER SERVICE LINES NOT.SHOWN) NIA' SBC VAUD FOR .ONE YEAR DATE (APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS OTHERNASE NOTED) �1 uN RPOINT ENERGY ELECTRIC DATE (APPROVED ONLY FOR CROSSING UNDERGROUNI i UCTLiNES UNLESS OTHERWISE NOTED. _ VAUD AT' • 1ME OF EVIEW ONLY) FH R. LYLE 102946 ram' A . Y OF TEXAS MEN- uompem iley Texas Registration No. 2' 4 13430 Northwest Freeway, Suit 11100 Houston, Texas 77040 713.462.32421 fax 713.462.32621 ww l.cobfen.com MCCABE ROAD SANITARY S EWER AND SIDEWALK IMPROVEN cNTS CITY OF LA PORTE, TE <AS HARRIS COUNTY EXPRESS REVIEW SHE ET SUBMITTED: DESIGNED BY SCALE. DRAWN BY: DATE: MARCH, 2010 SHEET No.: 1 SURVEY BY: CIA DWG. NO. 0