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HomeMy WebLinkAboutSANITARY SEWER SERVICE TO LAKES AT FAIRMONT GREENS, SEC. 1®M on on 9:1 2 ( 3 (4 5 6 SEE SHEET C 1.08 MATCH LINE STA 8+50 20.1190 Acres') Tract Four F. Carrington Weems of To I t 65 Lo Porte, LTD ) 1 April 3, 2003 sal CCF #W566080 Official Public Records y ' Real Property of II Harris County, Texas I i ` 1 �I I l I I I� i I PI STA 10+69.33 SEWER LINE H A 89023'56.6" LT MH H-4 INSTALL STD 5' SSMH T/RIM 9.60 FI • STA 11+15.30 SEWER LINE H TO STA 11+50.30 SEWER LINE H 35 LF B.O.T.O.C. STORM CROSSING ENCASEMENT PIPE TO EXTEND MIN. 5' BEYOND BORE LIMITS 4.973 Acres Tract Five F. Carrington Weems To 65 Lo Porte, LTD April 3, 2003 CCF #W566080 Official Public Records Real Property of Harris County, Texas 12" SANITARY SEWER LINE H Scale H:1" = 40' V:1" = 4 9+00 10+00 11 +00 • 1 2 3 4 1 5 �1 6 UNDQi 6ROU!♦b is ;...,.1: ��� «. . STA 11+98.53 SEWER LINE H MH H-5 END 12" PVC SEWER INSTALL STD 5' SSMH T/RIM 9.49 12+00 mow. 7 M 10 11 12 13 13 14 14 15 15 16 17 LEGEND & NOTES ! ! CAUTION 11 UNLERGROUND UTILITIES ARE LOCATED ON THIS SITE AT LEAST 48—HOURS PRIOR TO ANY EXC�AVA�TIOM CONTACT THE TEXAS EXCAVATION SAFELY SA�M THE TO LOCATE ALL UNDERGROUND UT1LJ71£S IN . ARF4. t-800—DIG—TkSS ( t-tloo-a44.�77 WWW DIGE}TaS oRG IAA AAAw .. NOTES 1• SANITARY SEWER WORK, INCLUDING ObPLY MAINSFITTNETC-GS, POR E pi4DE��,GFLANNINGEPARTMN ENGINEERING SPECIFICA77ONS AND STANDARD CONSTRUC77ON DETAILS. Z GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR-26 PVC SEWER PIPE AND FITTINGS COMPLYING WITH ASTM D3034 FOR PIPE SIZES 4" TO 15" DIAMETER GRAVITY PIE FOR SANITARY SEWERS 18" TO 48" DIAMETER SHALL BE PVC LARGE —DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS COMPLYING WITH ASTM F679. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D321Z .3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE SDR-26 PVC PRESSURE —RATED PIPE, HAVING DESIGNATIONS PVC1120, PVC1220 OR. PVC2120, IN ACCORDANCE WITH AMTM 02241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3139. 4. WHERE SEWER MAWS OR FORCE MAINS ARE SHOWN IN THE RIGHT—OF—WAY, THEY SHALL BE PLACED 5—FEEL FROM THE RIGHT—OF—WAY LINE WHERE SEWER MAINS ARE SHOWN IN EASEMENTS. THEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY SEWER PIPE CENTERED ON WATER MAW CROSSING. ENCASEMENT PIPE SHALL. BE CLASS 15O DR—t8 PVC WATER PIPE COMPLYING WITH AWWA C900. THE WRIER PIPE SPACERS AT NO ORE TT- U 5O--FOOT INTERVALS OR BY FILLING TO THE SPRINGLJNE WITH WASHED SAND. EACH END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER-77GHT NON —SHRINK GROUT OR A MANUFACTURED WATER-17GHT SEAL. MINIMUM CLEARANCE BETWEEN WATER do SEWER MAIN SHALL BE 2—FEET. SEP 12 2006 K AN G E BENCHMARKS 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE E SYSTEM, SOUTH CENTRAL ZONE, NAD83. (GRID ELEVATION. GEOID 99) t6 2. HCFCD REFERENCE MARK NO. 010270, NAVD86, 2001 ADJ. o (GEOID 99); ESTABLISHED 26 DEC 20OZ SL � IMM ARE 0.2ss• LOITER 7NAN BENClMkW) a 0 O °Q © p STATIONS• DELETE 1 ' FRo BAYouTo 07 JUL os � N0. REVISIONS/ SUBMISSIONS PARK DATE a 0 40 80 0 0 LL Scale: 1" = 40' Ion 2800 N. Henderson Avenua Studio 100 Design Daita%T"u 7um Group 214.3 0 083 Fx JOB NAME C LAKES AT FAIRMONTKGREENS, SEC. 1 CITY OF LA PORTE HARRIS TEXAS B DRAWING T E SAN. SWR. LINE H PP Sta 8+50 to End S DRAWN SCALE V: 1" - q' F.M. 11 KED FILENAME '— * BDK F109 SAN SWR H PdLP.dwg �� JEFFREY H. COHEN DRAWING NO. ff.... REVIEWED H5083....,.�a JHC o A F1 T4.APR.2006 009 ROJECT NO. 27OZOI 41 of 4 16 17 1 k, M 5 no 7 9 10 11 McCABE RD. 4.973 Acres Tract Five . F. Carrington Weems To 65 La Porte, LTD April 3. 2003 CCF #W566080 Official Public Records Real Property of Harris County, Texas GAS NO WORK THIS Scale H:1 " = 40' V.1 " = 0 LIFT TOP MH 11.52 VFL -T.66 12 13 14 15 16 17 LEGEND & !VOTES ! ! CAUTION 11 UNDERGROUND UTILITIES ARE LOCATED 70 7HS S/lE AT LEAST 46-HOURS PRIOR TO ANY EXCAIQ1110N. CONTACT THE 7E7IAS IXCAUATTON SAFETY SYSTEM TO LOCATE ALL UNDERGROUND UTRJDES IN 7PI AREA. 1-600-U1G-TESS ( 1-9D0-344-8377 ) WWW.DtGTESS.ORG NOTES 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, SERVICES, ETC. SHALL COMPLY WITH C17Y OF LA PORTE PLANNING DEPARTMENT, ENGINEERING TECHNICAL SPECIFICATIONS AND STANDARD CONSTRUCTION DETAILS. 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR—WITH 2ASTM D3034 FORTPE AND PIPE SIZES q-p COMPLYING b DMUDER. GRAVITY PIPE FOR SANITARY SEWERS lap TO 48' DAMETER SHAU. BE PVC. LARGE —DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS COMPLYING WITH ASTM F679. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3212. 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE SDR-26 PVC PRESSURE RATED PlP& HAVING DESIGNATIONS PVC1120, iQI220 OR PVC2120, IN ACCORDANCE WITH ASTM 02241. JOINTS SHALL BE MADE BY FLEXIBLE ELASI'OMERIC SEALS IN ACCORDANCE WITH ASTM D3139. 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN IN THE RIGHr--OF—WAY, THEY SHALL BE PLACED 5—FEET FROM 'THE RIGHT—OF—WAY LINE. WHERE SEWER MAINS ARE SHOWN IN EASEMENTS, THEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. S. ABANDON EXISTING LIFT STATION. REMOVE PUMPS & PIPING. REMOVE CONCRETE VAULT. REMOVE CONTROLS. REMOVE ELECTRICAL POWER TO D0S17NG TRANSFORMER & TERMINATE PER NATIONAL ELECTRIC CODE REMOVE FENCING Ile GATES. FINISH GRADE & PLACE SOD OVER DISTURBED AREA. ITEMS REMOVED BECOME PROPERTY & RESPONSIBILITY OF CONTRACTOR. S P 12 2006 BENCHMARKS 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD83 (GRID 2. HCFCD REFERENCE MARK N0. 0102M NAVD66, 2001 ACV. (GE01D 99). ESTABLISHED 26 DEC 2002, 0'>MW SEMRQNS ARE 0.2W' LOM+ER THAN SeWMM" ELEVATION LL6i MEMO We ME M Elm ME 0 1 Ion 2800 N. Henderson Avenue Studio 1Q0 Design (was, Tows -15m ME Group 214.370.3470 Ph 6 ONES NONE DRAWING TwffLEE MEOW NEESE SCALE =4; DRAWING NO. 6 ELM ME L 2 J H L 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 LEGEND & NOTES L �,\ �,,� ♦ ♦ 1,O lb A:��° o o Qo ` `oa�o°8� g �..._... _.. ! tiA TION l 1 �, ,�, ♦ 4� ro G° t,°o,^q>�v� o hO C.� UNDERGROUND U11U iES ARE LOCATED ON THIS SYfE `���� `�� ```�•' �� J4 0 4. o' tp �� �0 Q� �� ATTEXAS ExCAYAroRON URS PRSAFEIY SYSTEMIOR TWO ANY OM) T10. OCrITE ALLTHE {oQ4x; !�� Q UNDERGROUND UTILITIES IN THE AREA U J 1-800-DI0r-TESS ft K �,- sA� ; -'�� 'z�,�.\ ♦ o ofi W per' WWW.DIGWW.ORG r4l.dt ��\ y0 `N-________ _ �� � � `.\ c - ♦ ` NOTES �j STA 0+02.50 SEWER LINE H TO \� ( 1. SANITARY SEWER SERVICES, ETC SHALLWORK. INCLUDING WITM MAINS, FT LA X/,t \ STA 1+38.69 SEWER LINE H PORTE• PLANNING DEPARTMENT, ENGINEERING 136 LF B.O.T.O.C. 'CHANNEL CROSSING \\ ? TECHNICAL SPECIFlCAT►ONS AND STANDARD ENCASEMENT PIPE TO EXTEND CONMUC17ON DETAILS. BETWEEN MANHOLES 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE STA 0+00.00 SEWER LINE H = \\e SDR-26 PVC SEWER PIPE AND. RTANGS COMPLYING \ �'- - o isn DIAMETER. GRAVITY PIPE FOR SANITARY SEWERS 18" Gj STA 0+00.00 SEWER LINE A = ` WITH 48ASTM D 03 SHALL. 4 FOR PIPE PVC IZES 4m T DIAMETER STA 0+00.00 FORCE MAIN .0 BEGIN 12" PVC SEWER \ PLASTIC GRAVITY SEWER PIPE AND FITTINGS CONNECT TO LIFT STATION COMPLYING WITH ASTM F679. JOINTS FOR SANITARY T/RIM 12.00 I XBE�ALL SE MADE DFL LE ELASTOGRAVITY MRIE4LIN ACCORDANCE WITH J ' 1G1 \ ASTM D3212. 0 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS / O�y�EL \ \ SHALL BE SDR-26 PVC PRESSURE -RATED PIPE, �'' CkIF 2+00 UNE H 3+00 4+00 5+00-r-12" PVC SEWER B+00 �p pr1 .1,,, r-i ,,,,,1 7+QO UNE H HAVING DESIGNATIONS PVC1120, PVC1220 OR G �E ik ......� " „...� ..� " �. '"` "°` '� �" .� ..Q.. .� �." -- - �- -�► -- t-- .-. ...e �i'1 X PVC2120, IN ACCORDANCE WITH ASTM D2241. JOINTS O O E _L -------------------._---------------------------- ------------------------- t+� x ► ACCORDANCE WITH ASTM D3i39. OO - - --� - - c�- -- - - -- p ♦ SHALL BE MADE BY FLEXIBLE OMERIC SEALS IN °e J (�QG� DLO \� Prop. ZO' San. Exsfg. 2D' Wtr. & Wstwtr Esmk 0 CGj Exstg. O' Wtr. & Wstwtr. Esmt. � ti V S GO ORP EO Op`(�' ���•� Sewer Esmf. 0, Qet �\ O3 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN P Q IN THE RIGHT-OF-WAY, THEY SHALL BE PLACED PRFc� �� p�5 G 0o Q° v� ag \ 5-FEET FROM THE RIGHT• -OF -WAY UNE: WHERE RR ti u 4° 0- p O °c �� SEWER MAINS ARE SHOWN IN EASEMENTS, THEY PI STA 1+41,19 SEINER LINE H o•��oAAoot`Zoo00 (oI oh G SHALL BE PLACED ALONG THE CENTERUNE OF THE G 68'25'28.3" LT `y Q �,, Q- �'1- STA 4+62.09 SEWER LINE H PI STA 7+83.00 SEWER UNE H `-EASEMENT DR1 Ci MH H-1 0 y�`°�.° ��a MH H-2 A 35'08 56.7 RT „V G o� J4 Q ��, INSTALL STD 5' SSMH MH H-3 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY INSTALL STD 5 SSMH Q SEWER PIPE CENTERED ON WATER MAIN CROSSING. G Q � INSTAL_ STD 5' SSMH pe o c� G \� Vo T/RIM 10.65 r ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC R T/RIM 10.70 \ °oo T/RIM 10.60 ♦ J WATER PIPE COMPLYING WITH Am C900. THE ♦5-FOOT INTERvALS OR /�� CARRIER PIPE SHALL BE SUPPORTED EITHER BY SPACERS AT NOe�" BY FLUNG TO THEORE SPR►INNGUNNE W(tN WASHED SAND. �q V SANITARY END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER-71GHT NON -SHRINK GROUT OR SEWER LINE M A MANUFACTURED WATER -TIGHT SEAL. MINIMUM CLEARANCE BETWEEN WATER & SEWER MAIN SHALL x Scale H:1" = 40' V:1" = 4' BE 2-FEET in ■� 5+00 6+00 - 7+U 1 -- 8+00 9+00 8 9 10 11 12 13 14 R , SEP 12 2006 BENCHMARKS � _ 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD83. (GRID ELEVATION, GEOID 99) m 2. HCFCD REFERENCE MARK No. 010270; NAVD88, 2001 ADJ. o (GE010 99). ESTABLISHED 26 DEC 2002. (i'J8< W E1EiMOO ARE 0.2W LOWER RM BENCNAi" t ELEVATION - 6.61 STATION • DELETE 2" BAYOU TO LER PARK 07 JUL 06 p l=1 N0. REVISIONS/ SUBMISSIONS DATE 0 40 80 Scale: 1" = 40' Ion 2800 N. Henderson Avenue r` ti ----------- ShWI0100 ° Design Dailas,Tftm 752" Group z; o pX - 0 a.. co JOB NAME FAMMONT SETA CITY OF S AT GREENS, e � D ARLWN• SEWER LINE M P&P Sto 0+00 to Sta 8+50 T SEA DRAWN SCALE V. 1" = 4' a q . F.M. H. 1" = 40' CHECKED FILENAME ° ':, * BDK F108 SAN SWR H P&P.dwg . ...... .......Cp}IEN . REVIEWED DRAWING NO. w- .......a A ° 8CL 5083 JHC V • 14.APR.2006 PROJECT N0. 40 Of 49 z�oz.o1 ` 15 16 17 L a I I W E FI no ro-Im IN 3 ITARY SEWER STATION PU 0 i° 2. C 90; k ` 60... ` ... y L 5 Ya 50 / ' ... ......_ 2.... '. 40. IN ,: 30 ` 10 " i 00 00 1000 1500 2000 2500 Mr Reduced curve ........ Pump curve 1 ( 2 3 4 ;5 61 6 1 7 ( SAINTARY SEWER TRUNK MAIN SIZING CALCULATION 8 ' 9 I. GRAVITY MAIN WASTEWATER FLOWS 2. GRAVITY MAIN WASTEWATER FLOWS (cont'd) The Lakes at Fairmont Greens is a subdivision to be developed in four Sections. It is situated on a large tract Tract 10, Estimated Flows of land between the Bay Forest Golf Course to the east and State Highway 146 to the west, in the City of La Data given below was provided by the City of La Porte in Porte, Texas. The subdivision is bounded by McCabe Road a phone call with Rodney 20 Mar 2006: Slaton, P.E., City Engineer, on on the south and Garden Walk Townhomes Addition to the north. Wharton Weems Boulevard (Business 146) cuts divides the southern third of the subdivision from the DRAINAGE BASIN A10 - ACRES two thirds. And, HCFCD Unit No. A104-00-00 passes between PER ACRE FLOW 10 AVG DAILY FLOW q, ,200 - 1200 GPD /ACRE Sections 1 and 2. Q 10 = 31,200 GPD Section 1 is a 34-acre subdivision located on the southeast corner of the intersection State PEAK FACTOR PF10 PEAK FLOW RATE Q10 = 4.0 PEAK FACTOR = 124,800 GPD of Highway 146 and Wharton Weems Blvd. Section 2 is a 25-acre y PEAK FLOW RATE Q10 = 86.7 GPM subdivision located north of McCabe Rd. and south, west and east of HCFCD Unit No. A104-00-00. Section 3 is Tract 13, Estimated Flows a 57-acre subdivision, located north of Section 1 across Wharton Weems Blvd. Section 4 is a 19-acre subdivision Data given below was provided by the City of Lo Porte in located south of the Garden Walk Townhomes Addition. °Phone call with Rodney Slaton, P.E., City Engineer, on 20 Mar 2006: In order to provide sanitary services to the development, a major sanitary sewer trunk main will be built. The trunk DRAINAGE BASIN A10 = 5.0 ACRES main will consist of a gravity main that feeds into a new lift PER ACRE FLOW 10 q AVG DAILY FLOW = 5,280 GPD /ACRE station and a force main. The gravity main will flow Q'10 = 26,400 GPD from an existing manhole at an existing toiler park, westward on the north side of McCabe Rd., cross to the PEAK FACTOR PFI0 = 4.0 PEAK FACTOR west side of the HCFCD channel, north alongthe west bank of the channel through Section 2, PEAK FLOW RATE Q10 PEAK FLOW RATE Q10 = 105,600 GPD = 73.3 GPM and cross the channel again into the lift station located in the southeast comer of Section i on the north bank of the channel. The Lakes at Fairmont Greens, Estimated Flows The lift station will pump wastewater from Section 1, north across Wharton Weems Blvd. and through Section 3 SECTION 2 and Section 4, to an existing manhole near the northeast comer of Section 4, south of the Garden Walk Townhomes DRAINAGE BASIN A2 PER ACRE FLOW 2 q 25.1 ACRES = 1,350 GPD /ACRE Addition near Little Cedar Bayou Park. AVG DAILY FLOW Q'2 = 33,865 GPD. Section i and Section 2 will contribute wastewater flows to the lift DENSITY POPULATION P2 = 10 PERSONS /ACRE station and force main. In addition, a new development south of McCabe Rd., the existing trailer park = PEAK FACTOR PF2 = 251 PERSONS 4.1 HARMON'S FORMULA on McCabe Rd., and two other tracts (Tract 10 & Tract 13) will PEAK FLOW RATE Q2 = PEAK FLOW RATE Q2 13896.5 GPD also contribute wastewater flows to the lift = 96.5 GPM station and force main, as well as the gravity main. Section 3 and Section 4, as well as another tract Total Estimated Flows (Tract 2), will contribute wastewater flows to the existing manhole near Little Cedar Bayou Park, but these flows TRAILER PARK FLOW qx = 110.5 GPM will be conveyed to the manhole by a future gravity main. PRESERVE FLOW TRACT 10 Q10 181.1 GPM Determine the quantity of wastewater flows to both the lift FLOW = TRACT 13 FLOW Q13 - 73.7 GPM 73.3 GPM station/force main and the gravity main. Also determine SECTION 2 FLOW Q2 = 96.5 GPM the size of the gravity main. Average daily wastewater flows within the City of La Porte GRAVITY MAIN are generated based on land -use acreage, as follows: 1350 gpd/ac residential; TOTAL FLOW Q9m = 548.1 GPM 6534 gpd/ac commercial; and, 9450 gpd/ac industrial. 3• GRAVITY MAIN SIZING CALCULATION 2. GRAVITY MAIN WASTEWATER FLOWS SIZE D FLOW AREA A = 12 IN 0.7654 SO FT Existing Trailer Park, Estimated Flows WETTED PERIM P = HYDR RADIUS Rh = 3.1416 FT 0.25 FT DRAINAGE BASIN Ax - 22.1 ACRES SLOPE S = MANNINGS N n = 0.0025 FT/FT 0.013 PER ACRE FLOW q'x = 1,800 GPD /ACRE AVG DAILY FLOW q'x = 39,760 GPD CAPACITY Q°°P = 1.7814 CFS CAPACITY QcaP = 799.5 GPM DENSITY Dx = 18 PERSONS / ACRE POPULATION ESTIMATED FLOW Qgm = 548.1 GPM Px = 398 PERSONS PEAK FACTOR PFx 4.0 HARMON'S FORMULA THEREFORE: QCOP > Qgm PEAK FLOW RATE Qx 159,120 GPD PEAK FLOW RATE Qx GPM = 110.5 110.5 4. LIFT STATION & FORCE MAIN WASTEWATER FLOWS The Lakes at Fairmont Greens, Estimated Flows The Preserve at Taylor Bayou, Estimated Flows SECTION 1 DRAINAGE BASIN Data given below was provided by Bury+Partners, the Al - PER ACRE FLOW q'l = 34.3 ACRES 1,350 GPD / ACRE engineers for The Preserve at Taylor Bayou, ina phone call AVG DAILY FLOW Q'i = 46,305 GPD with Deborah Mason, P.E., on 24 Feb 2006: DENSITY DRAINAGE BASIN AP = 207 UNITS POPULATION Di = PF= 10 PERSONS /ACRE 343 PERSONS PER ACRE FLOW q p = 315 GPD / UNIT AVG DAILY FLOW qp = 65,205 PEAK FACTOR PEAK FLOW RATE 1 = 4.1 HARMON'S FORMULA GPD PEAK FLOW RATE Q1 _ 189,651 GPD - 131.8 GPM DENSITY Dp = 2.5 PERSONS / UNIT UNIT COUNT Total Estimated Flows Up = 207 UNITS POPULATION Pp = 518 PERSONS SECTION 1 FLOW Q1 = 131.8 GPM PEAK FACTOR PFp = 4.0 HARMON'S FORMULA PEAK FLOW RATE GRAVITY MAIN FLOW Agin = 548.1 GPM Qp = 260,820 GPD PEAK FLOW RATE Qp = 181.1 GPM LIFT STATION/FM. TOTAL FLOW Qfm = 679.9 GPM LIFT STATION OPERATIONS ANALYSIS 1. AVERAGE DAILY FLOW PEAK FLOW RATE Qsta = 679.9 GPM PEAK FACTOR Pfsta = 4.0 PEAK FACTOR AVG DAILY FLOW Q'sto - 170.0 GPM 1. WET WELL ANALYSIS WET WELL DIA DIAw = 8.00 FT AVG DAILY FLOW Q'$ta = 170 GPM 20 MIN EMERG STORG Ve = 3,400 CAL EMERG STORG DEPTH De = 9.04 FT ELEV TOP RIM ELt = +12.00 FT ELEV ALARM ON ELo = - 7.50 FT AVAIL STORG DEPTH Do - 19.50 FT D° > De OKAY DEPTH TO 1ST PUMP Dipmp = 1.00 FT 1ST PUMP VOLUME Vlpmp = 376 GAL ONE PUMP FLOW * Qfpmp = 370 GPM AVG DAILY FLOW Q'sto = 170 GPM NET OUTFLOW Teo 200 GPM THE TO EMPTY = 1.9 MIN AVG DAILY FLOW Q'$ta = 170 GPM TIME TO FILL If = 2.2 MIN 1ST PUMP CYCLE TIME Tic = 4.1 MIN DEPTH TO 2ND PUMP D2pmp = 0.50 FT 2ND PUMP VOLUME V2pmp = 188 GAL ONE PUMP FLOW * Qipmp 370 GPM PEAK FLOW RATE QSfa = 680 GPM NET INFLOW TIME TO 2ND PUMP Q 1 i T2 = 310 - GPM TWO PUMP FLOW * Q2pmp = 0.6 720 MIN GPM PEAK FLOW RATE Qsta = 680 GPM NET OUTFLOW q2o - 40 GPM TIME TO EMPTY Te = 4.7 MIN 2ND PUMP CYCLE TIME T2c = 5.3 MIN * see graph at right 6 1 7 i 10 13 15 16� LEGENL OC Nu TES,, - • r r V V V V VV VVE VVWV L. ! ! CN UNDERGROUND UTILITIOCATED ON THIS SITE. AT LEAST 48-HOURS PRIOEXCAVATION, CONTACT THE TEXAS EXCAVATION SAFEM (TESS) TO LOCATE ALL. UNDERGROUND IN THE AREA. 1-8ESS ( 1-88377 )WWWORG LIFT STATION NOTES K 1. All lift station systems and components sfiall comply with TCEQ Edwa rds fifer A u' q Rule s 30 TAC 11 for Sewerage Systems Lift Sta6�ons330cTAC §3 Design Criteria ` City of La Porte standard specifications. 17.3, and the y " e �� 2. Yet well. e Its elan" we wesh i e p etas con Pipe concrete base shall be provided for anti-flofafion. Discharge pipe level from the pumps shall be locpe and above the maximated above the inflow e eow pipe shot a loco ed . ove theevel of f a alarm level. oWatewell to be lined with 2-Port epoxy liner, by Raven, or equal 3• Pumps, The lift station design shall be a triplex system I consisting of three submersible row sewage pumps. Raw sewage J PUMPS sholl be a non -clog, dual sea, design' capable of Passing 2 Y" minimum solids. Pumps shall have a 4" discharge flange. Each pump shalt be provided with dual -pipe slide -rail system and quick -disconnect discharge flange designed to allow installation and removal of the pump without the need for any 4. Pump controls. Comply with TCEQ rules s u d regulations. Wet well level control float-crishall be achieved through the use of outOmty Y a control sensors• pump controls shall operate caltaffected by flowdcurrentsoin theowet well tProviswill not ions shall be in the made to prevent grease and other floating materials and rags e controls. Allwconne t ons et o level wcontrols inith the heiowet fthe bwell shaft ump con tot switches, other �relectrcalkequipment for lights, J ge H located panel nlntttcontrol ground o aation, Proideremoteterastmauiin the Panel. Provide a transformer nd a110V outlet. Control panel shall be stainless steel, NEMA 4X, 5. Ventilation. The wet well shall be ventilated. Passive gooseneck type ventilators shall be provided, designed to prevent possible entry of insects or birds. All mechanical and electrical equipment in wet wells shall be explosion -proof and y j $9Pa�rk,Q-proof construction. p p �p p b YW� Gate ���q ��yHA "\lam\ ��`� ` `\h •QP\M"u "``" 6. Gate valves. A gate valve shah ba installed on he discharge piping of each pump. Gate valviron es shall be cast rising -stem valves. A system gate valve shall be installed downstream of the manifold on valves or other valves with o the force main. Butterfly pivoted disc in the flow line shall not be permitted. !� 7. Check valves. A check valve shall be installed on the discharge V side of each pump, preceding the gate valve. Check valves shall be cast iron swing -check type with extemai levers. Tilting {/i c o s rin t e check valves shall not be a fitted. 8. Pipe. All Piping within the lift station shall be flanged for exposed applications. With exception of the wet well, all lift shown. Atstation Piping shall be above ground; provide pipe supports as complyingnwthion AWWA Piping 1hand C115%C110. 200 Fittings shall be ductile Iron fittings in accordance with AWWA C710. All pipe and fittings shalt have o p psi. Shop drawings shall dentify almwet wellressurpipn_v,ln-tttngs0and valves, and shall locate pipes and fittings with dimensions and tolerances. ressure tee s. orce mains an we we pipna sh�i � hydrostatically tested in accordance with City of La Porte Standard Specification Item 00476. Minimum test pressure shall be 150 psi or 1 Yz times the maximum design pressure, 10. Electric power. Electric power to the lift station es Shall be s� 3-phase Powervust; additionalnelectncalSing[ quipment oweall t forpermitted. Provide manual transfer switch and connection for back-up power source. 11. Alarm system. An audiovisual alarm system (red flashing light g and hom) shall be provided. The alarms activated in case of Power outage pystem shall be p high water level. The olorm system shall beO1lc capable ofor a sbe god unit inmanua11theiconitrol panel,when atolibeble. autordiaiealarm syntfe em��nal E compatible with the system used by the Ci - - co coordinate with the Cify of La Porte public Works Depa, ent. Control ' n panel shall be a ggainless steel. NEMA 4X. BRACKET, GUIDE BAR N Conracfo sh 1 OVER 20 F1•• GUIDE BARS to y of Lo Porte Public Works p rfme 8e1 g pp va BRACKET, FOR Cit P drawings or t gin Hn De a n ° ro ......... ......... ._....' .. ' FL 12" IN (SW) -7.27 O, "" r � 0 1 y STAINLESS STEEL LIFTING CHAIN. 3RD PUMP ON &ALARM -7.50 c 4 LIFTING CHAIN. TO EXTEND 2" o 1 j-- BEYOND HATCHWAY &SECURED a Q ADD FENCE; REVISE NOTES; REVISE WET WELL PLAN & D �� UNDER HATCHWAY ADJACENT TO o SECTION REV. CALCS &CURVE CORRECT SCALES 2ND PUMP ON -8.00 LIFT RAILS. 10 AUG 06 - 00 NO. REVISIONS/ SUBMISSIONS iST PUMP ON -8.50 W DATE I "� 0_(� '4 ' _ C ' PUMPS OFF -9.50` k SEP 12 2006 1.67 AUTOMATIC DISCHARGE\\ CONNECTIONQ C \^ -� Ion 2800 N. Henderson Avenue >' Studio 100 Design BOTTOM -11.00 C Dallas, Texas 75206 214.370.3470 Ph 4. i .eF . x. `O Group 214.370.3083 Fx V I PUMPJOB NAME � 3 LAKES AT FAI NP3153.181-HT 12 HP SUBMERSIBLE SEWAGE PUMP RMONT GREENS SEC 1 BY ITT FLYGT CORPORATION NOTE. OTHER LIFT STATION c CITY OF LA FORTE f L PRECAST CONC. BASE SECTION. EXTEND BASE ` COMPONENTS ARE NOT HARRIS COUNTY B WET WELL �� SHOWN FOR CLARITY. DRAWING TITLE TEXAS SLAB 1.67' FOR ANT -FLOTATION. CONTRACTOR SHALL PROVIDE PRECAST REINFORCED CONCRETE WITH 2-PART EPDXY LINING BY RAVEN ODETAILED SHOP DRAWINGS R EQUAL.���` PRIOR TO INSTALLATION. LIFT STATIONDETAILS CONTRACTOR SHALL FURNISH SHOP DRAWINGS e1 TO VERIFY !E THAT LIFT STATION COMPONENTS COMPLY WITH LOCAL, WET WELL SECTION SEAL DRAWN STATE AND FEDERAL RULES AND REGULATIONS. SCALE `OF`TT41 F.M. c qP:........ F�IIiI CHECKED --- SANITARY SEWER WET = * **'% BDK FILENAME ELIFT STATION.dw B WELL PLAN &SECTION a *: o ��EFFREY H. COHEN REVIEWED DRAWING N0. ��Scale- "w""� JHC A ar.�°IeTsa�.�� N ,''TIT ��'ip'gN8 r'' Ar DATE 14.APR.2006 F2 • ®1 PROJECT NO. 9 10 11 12 i 13 14 15 2702.01 43 of 49 16 17 GOOSENECK PIPE VENT SUPPORT (�) BLIND FLANGE 6" DISCHG. ,m p „ i r1 a 6" DISCHG. 0 6" DISCHG. O s 8 z6" -WYE 41 Me) 6" CHECK V6" GATE VALVE VALV E GATE EMERGENCY BYPASS VALVE 8"x4" TEE w - -• BLIND FLANGE 2 - 45' ELBOW TURN-DOWN"-s ...... 8" FORCE I MAIN LIGHT SEAL FAILURE LIGHT TRIPLEX NEMA 4X STAINLESS STEEL CONTROL PANEL- :ATION MAY VARY) STAINLESS STEEL PEDESTAL MOUNTINr• TOP +12.00 - 8' DIA PRECAST CONCRETE TRIPLEX WET WELL FL 8" IN (NE) -3 00 ; ACCESS HATCHWAY n 10 s C 6" CHECK LOCKING VALVE HATCH/PADLO Kr I ECK I VENT : E SLOPE SLAB AWAY � FROM LIB FTC S_ TATI� O 6" GATE VALVE Ilk CL 6" OUT +14.50 1 100-YR. 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Carrington Weems PI STA 1+10.11 LINE GTO I 65 La Porte, LTD A� 6'16'06.3" LT April 3, 2003 M, G-2 l -------------------------------------^------_ -- W566ic INSTALL STD 4' SSMH 20' SAN. SEWER Esnrr. _ Official Public Records T/RIM 13.27 9 . 24" PVC 8+00SAN SH _,60_ 7+00 ENE G 6+00 ----------- +o Real Property °f I ..... �.. �... �....� ..r .r. e.. '�'" " ..�..�.. -- -- NE -'- —� — -i- .. ...� .....r o.. Harris County, Texas I 20' SAN. SEWER ESMT. —" "---'---'---------- \ � 20 SAN. SEWER ESMT. �� \ 2 b ti Uj W ` Z PI STA 4+94.48 LINE G .omm A 23'50'15.5" LT MH G-3 j y Exstg. 20' Water ! INSTALL STD 4' SSMH & Wastewater Eaml .1-------- ------------------------------ /RIM 13.20 �}Nrf1 3:---- I I 19.169 Acres QF. Carrington Weems rol Irn To 65 La Porte, LTD I ( n 1 I N I April 3, 2003 I I z I W566080 I Official Public Records I I R1 I Real Property of I I I I I - I Harris County, Texas I I STA 0+00.00 LINE G I tt� I I I--------------_- ___--------- ---- -t-I MH G-1 --- Al I Exatg. 20' Water BEGIN 24" PVC SAN SEWER F I &Wastewater Eamt. CONNECT TO EXISTG SSMH ' s �'.' v T/RIM 13.44 \ o's 0 �'0 A406dPsc'r,;��oF'5c°� o�04?'O3oa- oo40 .S 0, 00�o i�wN� I sn� abR I NO I i 13 1 14 S gTH ST Garden Walk Townhomes Section One 0644533 Plot Records of Harris County, Texas. POPLAR COVE- S' 15 16 1 17 LEGEND & NOTE. ! CAUTION 11 UNDERGROUND UTILITIES ARE LOCATED ON THIS SITE AT LEAST 48-HOURS PRIOR 70 ANY EXCAVATION, CONTACT THE 7EXAS EXCAVATION SAFETY SYSTEM (TESS) 70 LOCATE ALL UNDERGROUND UTILITIES IN THE AREA. 1-800-DIG-TESS - ( 1-800-344-83T1 ) WWW.DIGTESS.ORG NOTES 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, SERVICES, M. SHAH. COMPLY WITH C17Y OF LA PORTE PLANNING DEPARTMENT, ENGINEERING TECHNICAL SPMFICA71ONS AND STANDARD CONSTRUCTION DETAILS• 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR-26 PVC SEWER PIPE AND FITTINGS COMPLYING WITH ASTM V3034 FOR PIPE SIZES 4" To 150 DhWETE7t GRAVITY PIPE FOR SANITARY SEWERS 18" TO 48" DIAMETER SHALL BE PVC LARGE -DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS COMPLYING WITH ASTM F679. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM 03212. 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE PVC TYPE I GRADES 16OR 2, PRESSURE -RATED TYPEE IT GRADE PIPE; 1, IN ACCORDANCE WITH ASTM D2241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3139. 4• WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN IN THE RGH17--OF-WAY, THEY SHALL BE PLACED 5-FEET FROM THE RIGHT-OF-WAY LINE WHERE SEWER MAINS ARE SHOWN IN EASEMENTS, THEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY SEWER PIPE CENTERED ON WATER MAIN CROSSING ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC WATER PIPE COMPLYING WITH AWWA C900. THE CARRIER PIPE SHALL BE SUPPORTED EITHER BY SPACERS AT NO MORE THAN 5-FOOT INTERVALS OR BY FILLING TO THE SPRINGUNE WITH WASHED SAND. EACH END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER -TIGHT NON SHRINK GROUT OR. A MANUFACTURED WATER-71GHT SEAL. MINIMUM CLEARANCE BETWEEN WATER & SEWER MAIN SHALL BE 2-FEET. SEP 12 2006 BENCHMARKS 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAL183. (GRID ELEVATION, GEOID 99) 2. HCFCO REFERENCE MARK NO. oto270; NAVDW, 2001 ADJ, o (GEOID 09), E51ABUSHED 26 DEC 2002. ZL ( 01' 19kYAWW ARE 0.25' BOWER MW MMM&AV T ELEVATION — &61 '0 .. 24" GRA UP TO CEDAR BAYOU PARK 07 JUL 06 D 100- 00 140, REVISIONS/ SUBMISSIONS DATE J� a: c 0 40 80 m r °J04 Scale: 1 " = 40' 2800 N, Henderson Avenue studio 100 Dallas, Texas 76208 214.370.3470 Ph 214.370.3083 Fx JOB NAME LEES AT FAIRMONT GREENS, SEqU CITY OF LA PORTE HARRIS COUNTY DRAWING TITLESAN. SEWER LINE G P Sta. 0+00 to Sta. 9+50 SEADRAWN 10 °+ �I N ! .1 f I -- -BT - r- ail— - —I- ' ! - -- I t. `1 - i— c3 Nt n3 N of c3 1 i-- '� o p _.� op $ _ __ _ - ° F qI F h1. _ H. 1 ", = 40' N _ N N N N N `F VV°y. y. • " . • . _. C ... . - a - 4 ( , t• 1 0 -i• C CKED FILENAME _ — 4. (i I r� (i N '+F N a i,-''' JEFFREY.................. •H..COVEN BCK DRAW N F107 SAN SEW G PdtP.dwg V S.i N® / &t REVIEWED q /� 6©Q p /*� � o � _• ....85083 . ,..:�4� JHC % A /�eil�i ��1I© ��VO�' U O"�•<(CENSEO:`� DATE F� •0/ V® 2-NQO 1 +00 0+00 v, sso....... � - 14APR2006 4 6 7 F �, NAL PROJECT N0. 38 of 49 2 3 8 9 10 1 1 12 13 14 .2702.01 15 18 17 L I 0 7 � g w 10 STA 15+91.00 LINE G MH G-6 INSTALL STD 4' SSMH T/RIM 12.95 20.0001 Acres 1 /4 Undivided Interest J. P. Morgan Chose Bank To Boyforest Ranch, LTD January 29, 2003 W399441 Official Public Records Real Property of Harris County, Texas 20.0001 Acres 3/4 Undivided Interest Ben F. Weems & Mildendo Land Co., Inc. To Boyforest Ranch, LTD January 15, 2003 W399440 Official Public Records Real Property of Harris County, Texas _1. _ 12 1 13 PI STA 10+04.22 IJNE G A 45'04'40.6" LT MH G-4 INSTALL STD 4' SSMH T/RIM 13.03 19.169 Acres F. Carrington Weems To 65 Lo Porte, LTD April 3, 2003 W566080 Official Public Records Real Property of Harris County, Texas 14 V + tJ + /l11 +00_____ 1\ V~ � f------- mow" 20' SAN. SEWER ESMi _ k. / , ----_ 24' PVC --------------------------------- z0' SAN. SEWER ESMT. / 18+00 17+00-------------- _------------------- 13+00 e i-------------------- 14+00-----3-+00------- o ......,,...1........_ _..,..� ._. �..._ AM SW�.. � .._ ._.. � �.. UNE G ,_....... 6+°�. _. _...... _.. _.. � � .._ .,._ ._,..._. _._..,._ ..._ .�. _. _. _ :.._ ._...,......_ ,1... 24 PVC 12+00 SAN SWR-►- 11+00 / LU ��j ----------------------------------__--_--------------_ in Z 20' SAN. SEWER ESMf ----_ -_ _ - ____ _ LLJ _- -_ __ ___ ___ -____ _ -'-_---'- --- >/ 19.169 Acres �r T Ld U-] J 20.0001 Acres F. Carrington Weems z 20.0001 Acres To (V 1/4 Undivided Interest 3/4 Undivided Interest 65 La Porte, LTD "J J. P. Morgan Chase Bank Ben F. Weems & Mildendo Land Co., Inc. April 3, Porte, L W J+. To To W5ti6080 ti Bayf uar Ranch,LTD Official Public Records ♦' er) January 29, 2003 116' Drainage Boyforest Ranch, LTD W399441 Easement January 15, 2003 Rea! Property o V Q Official Public Records 2.698 Acres W399440 Harris County, Texas Real Property of Official Public Records Harris County, Texas Real Property of Harris County, Texas - - - - - - - - - - - - - - - 0 0 ------- ---------------------------- _ __--------------- Exstg. 20' Water & Wastewater Esmt Exst 20' Water & Wastewater Esmt PI STA 10+66.10 LINE G - r---- Rr 3.399 Acres MH Gp5 40.6 " k J.. E. Cook, and wife, Dorothy Mae Cook INSTALL STD 4' SSMH 'A 19.169 Acres To City of La Porte T/ RIM 12,86 F. Carringtono Weems October 10, 1986 65 La Porte, LTD- . rrpp © SEWER ANITALINE RG ri! 3, 2003 Scale H:1" 40V:1" = 4' AT to , 19+00 15+00 17+00 16+00 1 v+00 14+00 1;5+00 1 2 3 4 5 6 7 8 9 10 ._.,.._ , _ I _. i..... 12t-00 11 +00 12 10+00 13 14 15 15 16 17 LEGEND & NOTES ! I CAUTION 11 AT LEA�57' 48-HOURS UTILITIES TO �L EXC�AVATION,ON �CpM�ACT THE TEXAS EXCAVATM a^AFE1Y SYSTEM OM) TO UXATE ALL UNDERGROUND UIILRIES IN THE AREA 1-800-DIG-TESS ( 1-800-344-8377 ) WWW.DIGIMORG NOTES 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, SERVICES, ETC. SHALL COMPLY WITH CITY OF LA PORTE PLANNING DEPARTMENT, ENGINEERING TECHNICAL SPECIFICATIONS AND STANDARD CONSTRUCTION DETAILS. 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR-26 PVC SEWER PIPE AND FITTINGS COMPLYING WITH ASTM D3034 FOR PIPE SIZES 4" TO 15" DIAMETER- GRAVITY PIPE FOR SANITARY SEWERS IS - TO 48" DIAMETER SHALL BE PVC LARGE --DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS COMPLYING WITH ASIM F879. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASIOMER►C SEALS IN ACCORDANCE WITH ASTM D3212. 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE SDR 26 PVC PRESSURE -RATED PIPE, TYPE 1 GRADES 1 OR 2, OR TYPE H GRADE 1, IN ACCORDANCE WITH ASTM D2241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3139. 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN IN THE RIGHT-OF-WAY, THEY SHALL BE PLACED 5-FEET FROM THE RIGHT-OF-WAY LINE. WHERE SEWER MAINS ARE SHOWN IN EASEMENM THEY SHAD. BE PLACED ALONG THE CEMERUNE OF THE EASEMENT WIDTH. 5 PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY SEWER PIPE CENTERED ON WATER MAIN CROSSING ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC WATER PIPE COMPLYING WITH AWWA C900. THE CARRIER PIPE SHALL BE SUPPORTED EITHER BY SPACERS AT NO MORE THAN 5-FOOT INTERVALS OR BY FILLING TO THE SPRINGL►NE WITH WASHED SAND. EACH END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER -TIGHT NON -SHRINK GROUT OR ED WATER -TIGHT SEAL MINIMUM CLEARANCE BRETWEEN WATER c& SEWER MAIN SHALL BE 2-FEET. hk SEP .12 2006 RENCNMARKS 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD83. (GRID ELEVATION, GEOID 99) Z HCFCD REFERENCE M q& NO. 010270, N4VD88, 2001 AW. (GEOID 199). ESTABLISHED 26 DEC 2002. (Aaat = exEMIUM AM o.2ss' LOWER nm MM#M" ELEVATION - &61 K G �11D °D © 24 GRAVRY H UP To LITTLE CEDAR BAYOU P K 07 JUL 06 NO. REVISIONS/ SUBMISSIONS DATE a c 0 4LLL 0 80 1 ca Scale: 1 " = 40' C Ion 2000 N. Henderson Avenue Studio100 Design Dallas, Texas 7s2oa. Group ;� 3 0 FX JOB NAME MS AT FAIRMONT GREENS, SEC. 1 CITY OF LA PORTE HARRIS COUNTY TEXAS B DRAWING TITLE SAN. SEWER LINE G P&P Sta, 50 to Sta. 19+50 SEAL DRAWN SCALE V.- 14, F.M, H. 1" = 40' Iy CHECKED FILENAME *:' * BDK F106 SAN SEW G PdcP.dwg . . �•. ••.. REVIEWED JEFFR........................Y •H..COHEN DRAWING NO. A A 58:JHC o'. DATE F 1 •0). ��s TONAL .......... ... 14.APR.2006 PROJECT NO. 2702.01 38 of 49 16 17 �11D °D © 24 GRAVRY H UP To LITTLE CEDAR BAYOU P K 07 JUL 06 NO. REVISIONS/ SUBMISSIONS DATE a c 0 4LLL 0 80 1 ca Scale: 1 " = 40' C Ion 2000 N. Henderson Avenue Studio100 Design Dallas, Texas 7s2oa. Group ;� 3 0 FX JOB NAME MS AT FAIRMONT GREENS, SEC. 1 CITY OF LA PORTE HARRIS COUNTY TEXAS B DRAWING TITLE SAN. SEWER LINE G P&P Sta, 50 to Sta. 19+50 SEAL DRAWN SCALE V.- 14, F.M, H. 1" = 40' Iy CHECKED FILENAME *:' * BDK F106 SAN SEW G PdcP.dwg . . �•. ••.. REVIEWED JEFFR........................Y •H..COHEN DRAWING NO. A A 58:JHC o'. DATE F 1 •0). ��s TONAL .......... ... 14.APR.2006 PROJECT NO. 2702.01 38 of 49 16 17 4 5 6 7 8 9 10 11 12 13 14 15 16 I 17 ■A 41.992 Acres J. P. Morgan Chose Bank q----- ----- To 65 Ld Porte, LTD I September 12, 2002— W087976 I I Official Public Records Real Property of Harris County, Texas i ig J I IN zl 1 \� Ni J. E. Co i tt' I __ _ _ _ _ 20' SAN. SEWER ESMT. I I oo. _ .. .....,� _. � 00 1) 00 8 ac FM 31 +oo .r ..,.. r„ .r _.., ..... 2+00 _ +00 _ ........ ----------------------- ---------- — 20' SAN. SEWER ESML I I 29+00 6j, xn.i.nn 8" SANITARY SEWER FORCE MAIN Scale H:1 " = 40' V:1 " = 4' 1 +00 41.992 Acres J. P. Morgan Chase Bank TO 64 Lo Porte, LTD September 12, 2002 W087976 Official Public Records Real Property of Harris County, Texas 32+00 33+00 STA 33+76.66 FORCE MAIN = STA 23+26.87 LINE 0 MH G-8 END B" PVC FM INSTALL STD 4' SSMH T/RIM 13.00 CONNECT LINE G (W) i 34+00 PIS 21+13.39 LINE G i----- ro — — 20+0— e 9 06'21.8" LT nzt LINE G 0 -I- �1 0 ®�.. MH -7 I INSTE — STD 4' SSMH I T- — — — — — — — — — — — — — — — — T/RIM 12.77 20.0001 Acres 1/4 Undivided Interest J. P. Morgan Chase Bank i Ifs TO I ' i Bayforest Ranch, LTD 1 I , January 29, 2003 wl 'I W399441 to I, Official Public Records Io �IN Real Property of C) z��` j 1 Harris County, Texas N �\Ln �j--- ---------------- C+ it I tp I �•ri Q N 3.399 Acres V I ao J. E. Cook, and wife, Dorothy Mae �-� To 1 I W City of La Porte rj '0 io � ( October 10, 1986 LL W IM I K784741 ICA i Official Public Records _ _ _ _ _ _ _ _ _ _ __4 Real Property of — 8" PVC FM — --- I Harris County, Texas J Uj i UJI --------------------------------- 20' SAN. SEWER ESMT. 1 69 35 Acres 10 J. P1 23+00 1.992 Acres argan Chose Bank To Lo Porte, LTD mber 12, 2002 W087976 I Public Records d Property of i County, Texas 24" SAI B SEWER Scale. H:1" = _.I_.. I. ._I ..I __ I I I - . - +0© 12 J.E. Cook, and wife, Dorothy Mae Cook To STA 23+26.87 LINE G = City of La Porte STA 33+76.66 FORCE MAIN October 7 1986 K784741 MH G-8 Official Public Records END 24" PVC SAN SEWER Real Property of CONNECT TO SSMH Harris County, Texas T/RIM 13.00 21 +00 13 0 15 LEGEND NOTES L 11 CAUTION .► UNDERGROUND UTILITIES ARE LOCATED ON THIS SITE: AT LEAST 48—HOURS PRIOR TO ANY EXCAVATION, CONTACT THE TEXAS EXCAVATION S*T7Y SYSTEM (TESS) TO LOCATE ALL UNDERGROUND UTILITIES IN THE AREA 1-800—DIG—TESS ( 1-800-344-8377 ) WWWDIGTESSORG K NOTES 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, SERVICES, ETC. SHALL COMPLY WITH CITY OF LA PORTE PLANNING DEPARTMENT, ENGINEERING TECHNICAL SPECIFTCA71ONS AND STANDARD CONSTRUCTION DETAILS. J 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR-26 PVC SEWER PIPE AND FTTANGS COMPLYING WITH ASTM D3034 FOR PIPE SIZES 4' TO 15" DIAMETER. GRAVITY PIPE FOR SANITARY SEWERS 18" TO 48" DIAMETER SHALL BE PVC LARGE —DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS COMPLYING WITH ASTM F679. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3212. 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE SDR 26 PVC PRESSURE —RATED PIPE; H TYPE I GRADES I OR 2, OR TYPE II GRADE 1, IN ACCORDANCE WITH ASTM D2241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3139. 4. WHERE SEINER MAINS OR FORCE MAINS ARE SHOWN IN THE RIGHT —OF WAY, THEY SHALL BE PLACED S—FEET FROM THE RIGHT—OF—WAY LINE. WHERE SEWER MAINS ARE SHOWN IN EASEMENTS, THEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. S. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY G SEWER PIPE CENTERED ON WATER MAIN CROSSING. ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC WATER PIPE COMPLYING WITH Am C900, THE CARRIER PIPE SHALL BE SUPPORTED EITHER BY SPACERS AT NO MORE THAN 5—FOOT INTERVALS OR BY nWNG TO THE SPRINGLINE WITH WASHED SAND. FACH END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER —TIGHT NON —SHRINK GROUT OR A MANUFACTURED WATER --TIGHT SEAL. MINIMUM CLEARANCE BETWEEN WATER & SEWER MAIN SHALL BE 2—FEET: I" p SEP 12 2000 BENCHMARKS E 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM. SOUTH CENTRAL. ZONE. NADW (GRID L7.EVATION, GEOID 99) 2. HCFCD REFERENCE MARK NO. 010270; NAVD68, 2001 ADJ. (GEOID 99). ESTABLISHED 26 DEC 20OZ (PRaIECI' aEWWM ARE 0.25r H. WM THAN MWM WUc) ELEVATTON — 6.61 00 © 24"EVISE ENTIRE (#TA MAIN SHEET TO TO CtIAN CmAR 9AYOU p RK 07 JUL a6 D NO. REVISIONS/ SUBMISSIONS DATE LLL n: c 0 40 80 Ol Scale: 1" = 40' C 2000 N. Henderson Avemte . Studio 100 0001, TWM 75200 214.370.3470 Ph 214.370.3033 Fx JOB NAME MS AT FAIRMONT GR EENS, SEC. LA HARRIS B DRAWING TITLE SAN. SWR. FORCE MAIN PP St 28+00 to End. S DRAWN $CALE V. 1" = 4' O F.M. H. 1" = 40' C CKED BDK FILENAME F105 SAN FM P&P.dwg JEFE............' * .....COEN� A REVIEWED DRAWING NO. +, ............... 53 .moo o' <,CENSEV:ti.5�' JHC DATE F s'D NAL 14APR.2D06 1 005 11 PROJECT NO. 37 of +9. 2702.01 16 17 2 3 4 5 6 7 8 9 10 T1 12 13 14 15. 16 1 17 LEGEND & NOTES U�3 IE PI STA 18+85.85 FORCE MAIN A 03'16'12.0" RT ----------- kl! I 0 41.992 Acres zJ. P. Morgan Chose Bank To 65 Lo Porte, LTD September 12, 2002 W087976 Official Public Records Real Property of Harris County, Texas rn M - — — — — — — — — ----20' SAN. SEWER ESMT.20' N. SEWER ESMT. - — — — — — — — — — — — — — — — — — — — — — — — — — — 20 00.8-AVC &..= 21 +W — — — — — — — — — — — — — — — — — — — — — — — — 2-3—+00 24+00 25+00 26+00 80 pVC FM 27+00 _2ii 22+00 — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 20' SAN. SEWER ESMT. 20' SAN. SEWER ESMT. OD • STA 19+13.20 FORCE M41M To STA 19+6&20 FORCE MAIN PI STA 21+85.11 FORCE MAIN 55LF B.O.T.O.C. HWY CROSSING A 01*072&2" LT ENCASEMENT PIPE TO EXTEND MIN. 5' BEYOND BORE LIMITS 8" SANITARY SEWER FORCE MAIN Scale H:1" = 40' V.1" = 4' f ! CAUTION 11 UNDERGROUND UTILITIES ME LOCATED ON THIS SITE. AT msr 48—nouiis PRIOR TO ANY EXCAVATION, CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (TESS) TO LOCATE ALL UNDERGROUND U71UIIES IN THE AREk 1-800-DIG-TESS 1-800-344-8377 WW.W.DIGTESS.ORG 0 0 + NOTES 00 Cq Lo 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, 0 SERVICES, ETC. SHALL COMPLY WITH CITY OF LA PORTE PLANNING DEPARTMENT; ENGINEERING TECHNICAL SPECIFICATIONS AND STANDARD CONSTRUCTION DETAILS. 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE SDR-26 PVC SEWER PIPE AND FITTINGS COMPLYING WITH ASTM D3034 FOR PIPE SIZES 4" TO 15" LI DIAMETER. GRAVITY PIPE FOR SANITARY SEWERS 180 a: TO 4e DIAMETER SHALL BE PVC LARGE —DIAMETER z U) PLASTIC GRAVITY SEWER PIPE AND FrITINGS COMPLYING WITH ASTM F679. JOINTS FOR SANITARY SEWER GRAVITY PIPE SHALL BE MADE USING FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH LIJ ASTM D3212. 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS SHALL BE SDR-26 PVC PRESSURE —RATED PIPE, HAVING DESIGNATIONS PVC1120, PVC1220 OR PVC2120, IN ACCORDANCE WITH ASTM D2241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM D3139, 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN IN THE RIGHT—OF—WAY, THEY SHALL BE PLACED 5—FEET FROM THE RIGHT—OF—WAY LINE. WHERE SEWER MAINS ARE SHOWN IN EASEMENTS, THEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY SEWER PIPE CENTERED ON WATER MAIN CROSSING. ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC WATER PIPE COMPLYING WITH AWWA C900. THE CARRIER PIPE SHALL BE SUPPORTED EITHER BY SPACERS AT NO MORE THAN 5—FOOT INTERVALS OR BY FILLING TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE ENCASEMENT PIPE SHALL BE SEALED WITH WATER —TIGHT NON —SHRINK GROUT OR A MANUFACTURED WATER —TIGHT SEAL, MINIMUM CLEARANCE BETWEEN WATER & SEWER MAIN SHALL BE 2—FEET. -4— I 7— 06 BENCHMARKS 1. ELEVATIONS ARE BASED ON STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE, NAD83. (GRID ELEVATION, GEOID 99) NO. I REVISIONS/ SUBMISSIONS DATE 0 40 80 Scale. 1 40' 2800 N. Henderson Avenue Studio 100 Dallas, Texas 75208 214.370.3470 ph 214.370.3083 Fx N rMfirr., M no L__r1t_fMr wt i 1 1 1 JOB NAME If S, SEC, 1 ES AT RMONT GREEN ATY OF LA PORTE TEXAS I IL i i HARRIS Comy DRAWING TITLE A aAN. SWR, r`V0*4R(",`t`. MAIN P&P �-�--r- -,-----,--• ' _ + _ I __ I � ,-�---�-- I , i_._ ;__-; -! ;_ --, -�-j- � � -y---I �- --r •1--•i- --� _ -i- t--l-�-L—I i— I Sto ,18+00 to Sfa 28+-_E- - 00 F Do.�"...-.�__ --� I ,�..;.EAL DRAWN SCALE V. 1" 4* or Cl 4 F.M. H; 1" 40' CHECKED nLENAME ti t Ge 3i BDK C104 SAN FM P&P.dwg .01 ODI ;0 too 10 10 OD I go. REVIEWED DRAWING NO. . ...... I ............ 1. 4 ..JEFFR.E.Y..H ... COHEN.- _F JHC I I 14- 85083 LOATE Ee 11! L 14.APR.2006 F1 4 *0 P OJ� IfA L 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 1 26+00 27+00 28+00 PROJECT N0. 49 2702.01 36 of — 1 2 1 3 1 4 1 F 6 1 7 1 8 19 10 111 12 F 13 14 F_ 15 16 17 t 12 1,3 4 5 6 7 8 9 10 `1 1 12 13 14 15 16 1 17 SEE SHEET C 1.04 LEGEND & NOTES MATCH LIT ST18+00 I � I � ----------------------------------------- ______ ! I !E) ION ! ! I 25' B.L. 25' B.L. - -__-- -- UNDERGROUND UTILITIESE LOCATED ON THIS SUE PI STA 17+77.43 FORCE MAIN AT LEW 48--HOURS ANY EXCAVATION, CONTACT THE Ltq R �- A 22'00'00.0" TEXAS EXCAVATION STEM (TESS) TO LOCATE ALL UNDERGRITIES IN THE AREA INSTALL-ST 2 -837 ----- i( ----- 1-22Y2'BEND - -----SAN -----_ - _ - _ H o ESS.ORG � V � SS (4-8377 ) FAMWAY RCP STM- ��q DRIVE AIV l STA 17+00.22 FORCE MAIN FAIR/ a _ K oft 18" RCP STMSWR INSTALL: 1 ! 5 PVC WTR _____ 8- PE WEIR I - 22 Y2' BEND �- P --------------- ------------------10'W.E-----------------------1---t------------- --- -- - -----------i--r------------------------------------------------- NV1 1a1 1 70' W.E. l------25 B.L. ----------- 1_ _t -- TSt-`7q ----------------------------------------------- L- - t----------- -------25_ B.L. --- - NOTES r--------------- - -- - -- ---_-_-------- - ---------- V 1J-------------- - r 1. SANITARY SEWER WORK, INCLUDING MAINS, FITTINGS, I w f i `" v�i i i N SERVICES, ETC. SHALL COMPLY WITH CITY OF LA vS 1 LL I cn PORTE PLANNING DEPARTMENT. ENGINEERING o I '� I o �� G> I I - TECHNICAL SPECIFICATIONS AND STANDARD fr / 71 °� "t � �" �� �� � � �. � N t 4t N ,per C�' CONSTRUCTION DETAILS. J t a I i ° ✓ 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE f ti I + I 31 I a I SDR-26 PVC SEWER PIPE AND FITTINGS COMPLYING r o I 1 0 I I WITH ASTM D3034 FOR PIPE SIZES 4" TO 15" -- ~ TO 4DIAMETER. DIAMETER SHALL BE PGRAVITY PIPE FOR VC LARGE -DIAMETER ITARY SEWERS " ----- --------------------------�--------1.-- -4-------------AND - ----------------- ------------ '-�-+------Y--- --- ----- r---------------- -- COMPLYING�WI H AVITY STM F679ER � JOINTS FOR SANITARY f r Q 14 U.E. I I t^ I 14 U.E. _--- / fr r O 11+Od 12+00I 3+00 14+00 15+ 0 I I SEWER GRAVITY PIPE SHALL BE MADE USING .,,,..,� n I FLEXIBLE ELASTOMERIC SEALS 1N ACCORDANCE WITH / hf rr ----------- ---5_ ��1r �jy/o-------------------------------------------------------$ _i�{/�M�.=----------------- --� ASTM D3212. Nr rr� !-io' s.s.E.� 7 70' s.s.E 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS r TI r SHALL BE SDR-26 PVC PRESSURE -RATED PIPE, }-{ r rJ r HAVING DESIGNA77ONS PVC1120, PVC1220 OR a PVC2120, IN ACCORDANCE WITH ASTM D2241. JOINTS SHALL BE MADE BY FLEXIBLE ELASTOMERIC SEALS IN r r ' ACCORDANCE WITH ASTM 03139. f r r 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN rr ! P( STA 10+00.38 FORCE MAIN PI STA 15+75.22 FORCE MAIN _._.. IN THE RIGHT--OF-WAY, THEY SHALL BE PLACED rr / f A 74'54'41.1" RT r ar A 90'00'00.0" 5-•FEET FROM THE RIGHT-OF-WAY UNE• WHERE r 4} INSTALL INSTALL SEWER MAINS ARE SHOWN IN EASEMENTS, THEY M,� r I 1 - 45' BEND SHALL BE PLACED ALONG THE CENTERLINE OF THE r r DETENT�ON®� ® 1 - 90' BEND EASEMENT WIDTH. j i - 22 �' BEND r 1- 11 -h BEND RESTRICTED RESERVE 1.1 A 9 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY G SEWER PIPE CENTERED ON WATER MAIN CROSSING. 12.361 ACRES ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC ///QQQ" WATER PIPE COMPLYING WITH AWWA C900. THE SyE T C r � . ______ _ _ SPACERS AT NO MORE THAN 5-FOOT INTERVALS OR CARRIER PIFE SHALL BE SUPPORTED EITHER BY • �2 ® ~---- - BY FILLING TO THE SPRINGLINE WffH WASHED SAND. EACH END %� SEALED WITH FWATER-71GHTTHE E NON -SHRINK GROUT OR MENT PIPE SHALL BE SEWER����/C�'��" "��e A MANUFACTURED WATER -TIGHT SEAL. MINIMUM FORCE MAIN CLEARANCE BETWEEN WATER & SEWER MAIN SHALL Scale H:1 " = 40' V: I " = 4' BE 2-FEET. 2006 - - o . p oq 1 N ry IG i I o d I ®at+ g o 1 - I I rn - - - -- { I 1 — _ —F `- E- •� _ BENCHMARKS ' a 1. ELEVA77ONS ARE BASED ON STATE PLANE COORDINATE fi 1n 441TIE - - SYSTEM, SOUTH CENTRAL. ZONE, NAD83. GRID ELEVATION, GEOID 99 -j---s- CI -- -� � - - -- - - -'--�--�'- - �--• , �--- - � t-j- --t- -- �• _ - -_I_�S N0. REVISIONS/ SUBMISSIONS DATE _I_ 3- _ I - •I '� -. [ 0 40 80 t -} - I t I I I 1 j 1 (- i _� I-0.6 X I Scale: 1" = 40' -- }-- - - - - - — - - - - '-- a- .,� �� _ I _ - ion 2800 N. Henderson Avenue - - - I I I ; !'�5; - -F-- - - t -- studio 100 i _ t-! - I I i I��- Design Dallas, Texas 75200 - - > .�f V '��% -- t- -'- -- (- t 214.370.3470 Ph i - - --� _ - y- -- - --) - -- -- - GroU� 214,370.3003 Fx _ - --- - ----- UIr - --7— JOB NAME LAKES AT FAIRMONT GREENS, SEC 1 --.___-- _-� } -- -- �- _ �! -- j___ -L_. -_. ! { _ `�- I--1 ---7 - -• - t-- - _ - -' -- ` - I -t� t-� i -- '- I _f ! - _ t I CITY OF LA PORTE MARRIS COUNTY TEXAS - j j t DRAWING TRLE .._.__.-._._�_� jam- _ ._ •___ __ ._.._ __- _-_ ' 1 i �._ _L. - i �- I __ �_-�-.,_ �- _- _...._ _ ._ _�-i L..-• _ __ __ �._ _-�' - _..L_... - - I- - - -- ---i _ _ _ - ` i , - 1 ---- — _ - I- I—__— _ � .. — _ _;.__�—I..�_f__�__ _ __ _ —� _ _�__, - SAN. SWRe Ff�RCE MAIN PP .-- -- - 1 ' +- i- --I-- - - - __�._ t- --l- _ — I _ - - - N _ - -e'- i _ I ! Sta +00 t0 Sto 18+00 �- --- �- -I i .� " � - - p- j - �i _I i - I SEML DRAWN SCALE V. 1 " = 4' N M. H. 1 = 40 f• I 1 i CHECKED FILENAME _ 1 1 I i a> a0 ! 'w 1 ' to oa eo co' '" 0 I co no fi ao I �ao 10 I oo _ E _� } �: .: t. - ,.,. - ..:_. _..� - - ' - '. - —=-- :*� BDK C103 SAN FM P&P.dwg --` "- - ^•••^• ••••• REVIEWED DRAWING NO. to �1< --�, -I--� 1 i I- .Ci is : j r T _ - -_ --__ JEFFREY H COHEN I -T- } { I - -- - - {--�- - -�j I - �1 -� j �. _ 'i - -- -- - = 85083 i� S A { -' �j(2sS.>ceHs�o••.�ao 14.APR.2006 F 1 903 I -- - t I � 1 I � �o �„6 DATE 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 '+n� � NAL �'��_ �t PROJECT N0. : 27dz.d1 1.[ 35 of 49 1 2 3 1 4 15 6 7 1 8 1 9 1 10 11 12 13 1 14 1 15 1 16 1 17 1 H 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND & NOTES IIii 1 I ----- --- _ --- — _ 7— F--------r--- ---------- -- -----r —7-------- 14 10 w. i 1 ------------a- -------t f--------10 W.E. -_-__ -- 10 w.E. 6" PVC R I II PVCf � -x-18O RCP_STM SWR f I 18O RCP STM SWR--�•- -�--18' RCP STM SWR ' rf s ; 1i ! 1 f EA SE E OI CAUTION it f PI $TA 3+73.03 FORCE MAIN Q UNDERGROUND UTILITIES ARE LOCATED ON THis SAE • f dI $3'134$.80 RT N —_ —. —_ — _ _— AT LEAST 48-HOURS PRIOR TO ANY EXCAVATION, CONTACT THE V R Y I f — INSTALL' -"' "— — — — ^ — — —' — — — C — TEXAS EXCAVATION SAFETY SYSTEM (IESS) 7O LOCATE ALL a ___� _ UNDERGROUND UBUflES IN THE AREA. '2 17z £ �"T N 2 - 45' BENDS I I cn 1-800—DIG—TESS p i _ 11111 SFC . .S qT s 1WW.DIGTESS.ORG OJ I S.d ` I ------ ------.25' B.L.--� - - -- t� ---------- ----z5- B.L_- - -- -------------- ------ ( 1-800-344-837? ) O ciwZ 1 i �D D 1- Cxi NOTES t I , I o 1 0 O 1. SANITRY SEWER WORK, INCLUDING MAINS, FITTINGS, tr I i 1 /�O t I ' I " Z�yj �^� SERVICES, ETC. SHALL COMPLY WITH CITY OF LA U �O Z ! I ,a i : 4 i I" (,� PORTE PLANNING DEPARTMENT, ENGINEERING -------------- I �- --I------------- -------------- --------------- ---------- ---- _________------ ----- '^ TECHNICAL SPECIFICATIONS AND STANDARD i `� CO(� U.E. -I I 14' U.E. V i TECHNICAL UCTION DETAILS. \ �r ryi i 4+00 1 1 5+00 +00 7+00 8+ d 9 PI STA 0+12.50 FORCE MAIN \ _ F„� E,� 1--• —r F-- w W 2. GRAVITY PIPE FOR SANITARY SEWERS SHALL BE J a \� I"-.-' 4 900000.0 f -- -- --------------su—PVC: -F — to' s-s.E------------------- -------- ------- -- ---- a a \ s / / �.� I — 10' S.S.E. ------ = SDR-26 SEWER PIPE Sf ES 4G TO 15 S L N 18" G E INSTALL' `�< / t.O I I �,�. (t. DIAMETER. GRAVITY PIPE FOR SANITARY SEWERS 1 - 90' BEND �`. / � f J TO 480 DIAMETER SHALL BE PVC LARGE-DIAMETER . PLASTIC GRAVITY SEWER PIPE AND FITTINGS It,! �---- `mil I COMPLYING WITH ASTM F679. JOINTS FOR SANITARY / / I X FLEXIBLE ELASTOMERIC SEALS IN ACCORDANCE WITH EUSING I i � �// / o i �./ ASTM D3212. / r/H ri Z i ! / 3. PRESSURE PIPE FOR SANITARY SEWER FORCE MAINS • L--------------------------------- ' '-------------------l�— — '------ —__ -_--- ----- — 'Pt1 _ HAVING DESIGNATIOSHALL BE SDR 26 NS ANIC TAR0URPEVC—RATED PIPE,R H'in`/ `+. — ` a... a. — — 160— — — — — — — — — — — — t U,p Q SHALLPVC2I 0, IN ACCORDANCE WITH ASTM 02241. JOINTS P► STA 2+82.40 FORCE MAIN 1 u ® SMAIi BE MADE, 8Y FLEXIBLE ELASTOMERIC SEALS IN � --- -------- A 83'13'48.$0 LT I °7 " ACCORDANCE WITH ASTM 03139. 4. WHERE SEWER MAINS OR FORCE MAINS ARE SHOWN 1 2 . 3 6 1 A C R E O+D '-- -------------J(t! 2 - 45' BENDS RIGHT-OF-WAY j _ 5 THE RIFROM THE H THEY SMALL BE PLACED HERE SEWER MAINS ARE SHOWN INEASEMIENTSNE. wTHEY SHALL BE PLACED ALONG THE CENTERLINE OF THE EASEMENT WIDTH. STA 0+00.00 FORCE MAIN UFT STATION NO. - INSTALL 5. PROVIDE MINIMUM 20 LF ENCASEMENT OF SANITARY (� SEWER PIPE CENTERED ON WATER MAIN CROSSING. 1 - LIFT STATION WITH TRIPLEX ENCASEMENT PIPE SHALL BE CLASS 150 DR-18 PVC WATER PIPE COMPLYING WITH AWWA 0900. THE PUMPS & CONTROLS TRIM 12.00 -*- 36" RCP STM SWR CARRIER AT SHALL BE SUPPORTED ET TER L -' SEE DETAILS & SPECS SM C2.01 aa. -� "^^�' e ' '�'�""' '""�`"� .� v v s ... �e r �� a� �,. v SPACERS AT NO MORE THAN INTERVALS i BY FILLING TO THE SPRINGUNE WITH ITH WASHED SAND.EACH END OF THE ENCASEMENT PIPE SHALL BE �y �+A SEALED WITH WATER-TIGHT NON-SHRINK GROUT OR p� NITARY A A MANUFACTURED WATER-TIGHT SEAL. MINIMUM SE{��//SA ER FORCL MAIN CLEARANCE BETWEEN WATER & SEWER MAIN SHALL BE 2-FEET. Scale H:1 " = 40' V:1" = 4' 1 t F i F"j Z M 41 CJ CD _._ _ ._. -. _ J z , _- ��_ __._._ "1 •L _ �y --� '_ 1 1 , 4 c� I I I 0' U ( I ,-� ' i -,�,_ ( v �" 1. ELEVATIONS RE BASED ON STATE PLANE COORDINATE --�- j I , � I � � -I- - SYSTEM, SOUTH CENTRAL ZdNE, NAD83. _ -- - -- - - - -- 1-_ -. �_ -7- H--' -�--�-I ~' --�- i - --1- - I - - -- -k'-- - , _ _.� - }- -�- - - --Ii � I1 � I ! � � � ._ - � I �.. 1. � � ' — a — __.__._ _. 1-ItiiI { I E' — REVISIONS/ SUBMISSIONS DATE 111 —I— —-- } l _F I ► i-1 ' �� -,_ r - �_ - - -�- -1-. j I - -{-i--; - a--,- �-7 ,_ , I LMS AT `AMMONT GREENS, SEC. 1 — I-•-- �--, —t �I—'F'—�, I` i ! I I — j _- — —-- _ . a_ .r_L_.__ _._ _ ..._.____.._ !_ - — CITY OF LA FORTE HARRIS COUNTY TEXAS 8 h - - I r .r. DRAWN SC —_! 's _.�©,1_ .�_ I-a°'u} 1V• a0t .-'7{,,..-_ _�_..•�cq ._..... ....� cVi —I— I N ! 1 '1,` -1• —� t�j� Nf j M[ MF ' �3 ! ' - - �I -- --- -.. — I ' - l_._ J __L.— — — — } —1—_S_ �._ __ .•_Fi— y �� j f _ — �— j —I— , I i i I , ( I i I i I i — i I I �� I I I CHECKED FILENAME ._ i Hi RLVfEWEDDRAWINGNO.-. - - ce , __ W 00 W :4 : k �___ ro !_ - �-�� �_ - -- �( i�� II s-�- �' �' $-�: 5083 �9A -- _ - �1 I I r _._ Lttt - �"=(--i � { I- � _T ...1_ { -� - -1- 1 �- 1 _ �- - ��F tc ENSEo•;�`�s 1" G (� li ri �- i I o S DATE --�— f h� s ... 14.APR.2006 — —� ( I I I Ilil S/aNAL �'� 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Soto PROJECT NO. i 34 of 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17