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HomeMy WebLinkAboutLA PORTE BUSINESS CENTER SITE PLAN (2)LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROPERTY LINE ANNUALS PHASE LINE # LILY ----- 8'-0" HIGH WOOD PENCE BI-COLOR IRIS D ELECTRICAL/fELEPHONE JUNCTION BOX >� DWARP OLEANDER CONDENSING UNITS 4 CONCRETE PADS CREPE ® STOW SEWER CATCH BASIN P P. RELIANT ENERGY POWER POLE WILLOW OAK • Note: All areas within Phase I not delinlated with planting beds are to be grass. LANDSIGAPE CALCULATIONS Bldg. Type I = 3,960.00 eq. ft. (covered area) x 2 Bldgs. 1, J20.00 sq. ft. (covered area) Bldg. Type II = S010.00 sq. ft. (covered area) Ttl. = 13,530.00 eel. ft. (covered area) 1.1601 acres x, 43,560 = 50,533 13,5302.960 sq. ft. sq. ft. 31,003.96 sq. ft. x.06 (6i) TTL. Landscape Required: 222024 sq, ft. TTL. Landscape Provided: 6,104.0 sq. ft. FLO.OD STATEMENT This tract is in Zone `X' or `AE' and not within the 100 year Flood Plain according to the FEMA Map #48201 Cog 40l ; Revised November 6, 1996. Note: 1n case of Zone 'AE', Flood Plain Development Permit shall be required from the City. B.F.E. needs to be added on the site plan. CITY APPROVING AUITIORITy CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan and development of ra- Porfe R/ as o s CgAin conformance with the Ordinances of the City of La Porte. , By: trector, 10anni# epa nent L �•.i!�"lill" - .. , am registered under the laws of the State of Texas to practice the professioR a surveying) and hereby certify that It aH bearings, distances, an les curve radiuses, and central angles are accurately shown on the plat. 0RA11MU_ iv S VRbavO R. t4oT E t CH `s'1 pmra�ao TmvS XV TM%S V i*M TLAN (Print Name) NOT O RAWU Texas Registration No. - S% l7 S V Rv VI d R e (Affix Seal) • *rH%s c%*f%0A cM %GV4 01'S Novi VA&01 Foa or gN s VaNdT 'Pt.AN GVT P dit S Vrtv�yeR� Off. otiNA1. Oe�,v�KlNRS lewu 1 • Lij �C�'M �--Iv LL- QLL- X X P.c... c? ',4 SPENCER HIGH WA Y 2' ENTEX PIPELINE EA5MENT (1001R,O, W,) (PILE NO. N-3130145, STORM INLET 21,5 2r'0 - 23,6 -s PHASE I PHASE II I I 10' SETBACK X 31 20' 10, BUILDING LIN5- 24 6 RIP X 24,2 S 86 a59"13"W 200,00 SCALE: i" = 20'-V FA I RMON T PA RK EA S T SEC T ION F 17UR (Fr Cr 3,5010 9) NOT RE :EASED FOR coNSTLI TICN UNLESS ABOVE'' )CT IS FILLEC /4/05 X 21., aa ./ 20,0 21.,4 —Z` 1 EXIST. 8" WATER MAIN I 'WATER LINE EASEMENT __ Li RlG'S PILE No. 5-8641g1) 20, BUILDING LINE 23,1 I PROJECT INFORMATION ZANIN6. cir'. . ONAIER, Dr. TUan Hoong SENERAL CONTRACTOR: Say Star Development SreuP, Inc. J 2 3 ,; LAND. 1.1601 Acres of land situated In the H. Jonas survey, A-462, In Hartle county, Texas; located at I0gI0 Spencer Highway. C] II Q CODE INFORMATION M I 9�W �QW � Ld a- Z d X 3 r^ 1 Q LLJ BRASH APPLICABLE CODES, International 5uliding Code, 2005 edition wlth La Porte Ammendments MEW RETAIL FACILITY. WILDIN6 OCCAJPANCY, M.(building shelf for future retail/office aces) GONSTRZTION: TYPE Y Max. Allowable Area - Table 505, 12$00 Square Feet Max. Allowable Hel(ffit - Table SOS. 2 Stories Mox. Allowable Height - Table 503, SS Peet Max. Lot Covers a - Table B, 40% AREAS, Total Slab Area - Phase I, two bidge. at 3bo0 eq. Pt. = T,200 eq. ft. Phase It, one bldg. at 5,300 sq. ft. - 5,300 sq. ft. Ttl. = 12$00 sq, ft. Actual Building Stories - I Actual Building Height - 2213" Maximum Lot coverage - 1.16 acres times 43,560 sq. ft. - 50,535 sq. Pt. 12,500 sq. it. divided 50j56 . Pt. = 24'T5 or 25% REWIRM PARKIN&, 12,500 sq. fbAtl. bldg. area) divided by 3 care per Ipoo sq, ft. (bldg. area) = 3'i5 4 (car min) Total = 42 Gars ON -SITE PARKINS, ParkJng Spates a 10'-O" = 40 Handicap aces a 13'-0" - 2 Total = 42 Gars L--j A00ORDIN6 TO FIRM COMMUNITY PANEL NO. I 485487 Oa45 J, DATED 11106/a6, TH15 PROPERTY r10' SETBACK LIES IN FLOOD ZONE "X"(UN5HADED), AHICH 15 X23 ,9 GON5IDERED TO BE OU75IDE THE 100 YEAR FLOOD 1II PLAIN. 5' AERIAL EASEMENT 4:4r — $' UTILITY EASEMENT ((HARRIS VOLUME MAP SRECORDS) EXIST. 8" SAN. SEWER MAIN TL=F0001000PE OF OMWNa 6 ON Me AT OFRIM OF T£ 8AX7manour zompmWamom MM A. T M ELEGTnONO DOCUMW 6=n eA.a FM THE P AW011113111 OF HOWMCE, COOFOMM n, NICAOn PACU7M AMNAGE EN'r WOO TM AMOrM OF UrEVIE i W. BAx7En ON F®M/MY,%90M ANY&O CATx MTOT OfMWNa SHALL BEN C01UPLIJUM WITH TM TEXAS BOND CF EXAAMAW MLM O� Z � 1 O 3: au Q Z LL O O�oo O O 1 it Z III a J m � IL P000 W C� zi W cr W IL Z co v� 1 X W �Mw W CD Q z W W W CO V t— I_ MWa_ (n W � O Jo a` � oaC � > O DATE- 2/22/05 BID / PERMfr ISSUE: 2/4/05 C ONST. ISSUE: EI=r#3ii.C•]g SD-1.1 JOB NUMBERS 0415 Os- 8az o9 22.4 21.5 22.0 PROP. 4' 21CL FIRE HYDRANTEI'921.1 2 ! r Ir,,.V /l,.L,l. V,. J. I., . DIET PROVIDED: 6,790x(5"/12) = 2,830 C.F. -' ANIMAL CLINIC OF LA PORTE PROVIDED: 10,62Cx(5"/1: = 4,425 C.F. m ! V 22. • 23. _ETC Io ep � N j o / z 3.5 j j m z V _ 23.7• 1. HB 23.85 2. FL 23.60 3. HB 23.85 2319I�I FL 23.70 HB 23.95 u 22,0 SPENCER HIGHWAY (100' R.O.W.) TO 22.M 22.45I FL 19.15 PROP, 31600 S.F. RETAIL BLDG FF = 23,55 SANITARY 23�8 CLEANIXJ �RHFAti 24,64" SQ."DOWNSPOUTS W/ 4 PVC LEAD 71ED TO CURB (TYP.) 21.9 INVERT BOX @ 16.2' FLOW BOX NORTH @ 19.2' FLOW 24'EAST @ 18,4' STORM 1 00(-- 20.9 213 �-- 21.2 21.4 SIDEWALK 4 .21.8 PR01 P 30'k30" PROP 6" THICK / REINF. CONC. 22.40 PWBIT. (TYP.) 22.601 I � hT,m'22. 0 22.5022.4 22,$�--- PROP. 39600 S.F. RETAIL BLDG FF = 23.55 22.75 PROP 24"xa4C C.B. 22.75 - TO 22AU PROP 6" THICK FL 19.60 REINF. CONC. 22.85 Pam' (TYP.) . 22.4 1 22.95 22,7 22.4 PROP. 5,300 S.F. RETAIL BLDG '23,8 FF = 24,50 4.5 -- 24. 1. HB 24.05 1. HB 24.15 1. HS 24.15 S :W 200.00' 1. NO 24.05 L FL 23A0 2. FL 23.90 2. FL 23.90 2. FL 23.80 3. HIS .10 3. 8B 24.15 3. HB 24.13 3. He 24.10 DRAINAGE, GRADING & PAVING PLAN FAIRMONT PARK EAST SECTION FOUR 23.1 m m V 10 tO '23.3 �1 440' O 2 )02 S.F. DET PROVIDED: 5,902x(6"/12) = 2,951 C.F. 2 FL 23.60 3. HB 23Jl0 \J\ 23.9 1. HB 23.95 2. FL 23.70 3. HB 23.90 5' AERIAL EASMT, 10' - _24.3 25.2 24.4 MOMEN UM/» ENGINEERING CO. CONSULTING ENGINEERS 8876 GULF FREEWAY, SUITE 125 HOUSTON, TEXAS 77017 PHONE: (713) 910-8300 FAX : (713) 910-8304 www.MOMENTUMTX.com QUIET RUSTIC Mi (NOT TO SCALE) LA PORTE MUNICIPAL AIRPORT SITE j N w ROCK r LEGAL DESCRIPTION A SUBDIVISION OF 1.1601 ACRES OF LAND IN H. JONI S SURVEY, A-482, HARRIS COUNTY, TEXAS. FLOOD PLAIN DATA w C THIS TRACT LIES WITHIN ZONE 'X' (AREA OUTSIDE 100 YEAR FLOOD ZONE) ACCORDING TO GRAPHIC PLOTTING OF FEMA FIRM MAP NO. 4821IC0945J DATED NOV. 6, 1996. N BENCHMARK TBM: "LL" IN "MUELLER" ON FIRE HYDRANT NEAR N FRTHWEST CORNER OF PROPERTY. ELEVATION - 25.23' 'ENCER HIGHWAY DETENTION VOLUME CALCULATI INS TOTAL NEW IMPERVIOUS AREA = 50,536 S.F.(1.160 ACRES) L A P U R T E REQUIRED DETENTION (BASED ON 0.2 AC FT/ 4C)= 10,107 C.F. AVG. DETENTION PROVIDED ON PAVEMENT = 10,206 C.F. Pop 27,910 RE: PLAN FOR BREAKDOWN PER DRAINAGE AREA LINEAR DETENTION IN PIPES & INLETS . = 298 C.F. AVAILABLE DETENTION - 10,504 C.I .= 0.21 AC-FT/AC MAX WATER SURFACE ELEVATIOl = 23A AVAILABLE DETENTION a 0.21 > 0.20 (F :QUIRED DETENTION) FAMpg RESTRICTOR SIZE CALCULAT11IN AND DETAIL KEY MAP 539Y 0 - CA x (2g) x (H) OR D - Q'n/ (2.25 H'/4) Q OUTFALL DISCHARGE (CFS) - 0.5 CFS/AC (MA L VARIES C = RUNOFF COEFFICIENT- 0.8 A - ORIFICE AREA (S.F) L 2 VARIES L 2 VARIES g - GRAVITATIONAL FACTOR - 32.20 H - HEAD (FEET) - 1.0 _ ' D - 0.58'n/ (2.25x1.O'/4) - 0.34 FEET 2 CLR a. `_: D - 4.06 INCHES USE 6 INCHES 3'ClR ( ) SLOPE I °' ' STORM SEWEF (TYP) •• . �-� S,(yPE PIPE RE: PLA GROUT SOLID 0 FULL ?; ••::. • : a • : i LENGTH OF F :STRICTOR 6 0 PVC RE iRICTOR PIPE I CONCRETE 28 DAYS) 020" EA. WAY. x4'-0" LENG1 I (RE: PLAN) �3,000 P51 O 28 DAYS) W� CHAIRS OW-O" (MAX.) 1/4" TOOLED JOINT JOINT SEAL LOOSE FIT 26 GAGE TYPICAL PAVEMENT SECTION PROPOSED PAVEMNET (VARII i (SEE NOTE 3j STEEL TUBE OR MAX WATER SURFACE ELE 23.00 HARD PLASTIC NOTES, NOTES" SITEWORK . ]HUES a• •". 4 i/4" !, (THESE NOTES CONTROL EXCEPT AS NOTED OTHERNSE IN PLANS & DETAILS) SE� NOTE V r•' •. ' '• , '.• •' : o; : •' • °,'' : 1. DOWELS FOR PAVEMENT EXPANSION 7P=VARIES "•' ' ' ° / A. EXISTING UTILITIES, FACILITIES & TREES - , NAIL• .°; +., r' JOINTS SHALL 8E 3 4"0. e i SLOPE e 2. EXPANSION JOINT SHALL 8E PLACED "•t .', ... +,• a •..,.,.• y 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION Of ALL • AT THE END OF EACH CURB RETURN % ..;EE NOTE 4,.....EXISiING UilUT1ES PRIOR TO CONS1RUCilON OF PROPOSED FACILITIES D�FORME6 ENti . •'• ' :" •.AND AT MAXIMUM OF 20' SPACING. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. ' 3. ALL JOINT SEAL MATERIAL SHALL BE 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTIUTY COMPANY 48 ASPHALT RUBBER IN ACCORDANCE WITH HOURS PRIOR TO EXCAVATING NEAR THEIR UTILITY. 3/a" REDWOOD � �TYPICAL'PAVEMENT DETEr TION SECTION EXPANSION EXPANSION JOINT ASTM DESIGNATION D3405. 3. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING NoT TL wAm JOINT PLATE 18" 4. PRE -MANUFACTURED JOINT PLATE. FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF CONSTRUCTION OPERATIONS WALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. DOWEL TYPE EXPANSION JOINT DETAIL 4 CONTRACTOR TO CONSTRUCTION. A CARE TO PROTECT TREES IN AREAS (N.T.S.) B. STORM SEWER SYSTEM i/2"R 5 i 2" t 1/2" BARREL �- 1. STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH CATCHBASIN _,_-,�TSTtT�i - CITY OF LA PORTE SPECIFICATION AS CURRENTLY AMENDED. ..,_,_,_,_,_,_,_ �1NC110N BOX 1 IP OF PAVEMENT TRAFFIC DUTY--�TiTdi T'T�T- I lEVA7ION CAST IRON GRATE ITITITITIT �T!T- SKID -RESISTANT STEEL 2. STORM SEWER PIPE SHALL BE HOPE U.N.O. PLANS I :: GRADING PLAN PEDESTRIAN DUTY STD. "R 2"R (TRAFFIC -DUTY OPTIONAL] 3. SET STORM SEWER MANHOLE RIMS TO MATCH FINISH GRADE. i 1 / CAST -IN STEEL FRAME 4. STORM SEWER INLETS SHALL BE PARK EQUIPMENT CATCH BASINS. 5. CONCRETE PIPE SHALL BE BEDDED WITH CEMENT STABILIZED SAND IN p4 CONT. /A TES ACCORDANCE WITH CITY OF LA PORTE SPECIFICATIONS FOR CONCRETE •__ • N PIPE.1f4x8" DOWELS OPTIONAL EXTENSION. a o0 6" or 12" 6. PVC/HDPE PIPE SHALL BE BEDDED WITH A MINIMUM OF ONE FOOT OF O 18"o.c. zdz CEMENT STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE LAID ? - 11= - IN 6' LIFTS COMPOSED TO 95% STD. PROCTOR MAX. DRY DENSITY :-TYPICAL PAVEMENT (ASTM D698). REINFORCEMENT. 1. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED RE: GENERAL NOTES PRECAST CONCRETE OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE TYPICAL, CURB Lii) TAIL W BASIN SECTION CITY OF LA PORTE STANDARDS. NOT To SCALE t 8. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION -PRECAST CONCRETE BASIN BY OF JOB, SHALL BE AS GOOD AS OR BETTER THAN THE CONDITION PARK EQUIPMENT CO. 800-2546-8041 PRIOR TO STARTING WORK. - THIN WALL KNOCKOUT ON 9. ADEQUATE DRAINAGE SHALL BE .MAINTAINED AT ALL TIMES DURING LEGEND ALL 4 SIDES, SEE KO DIMENSION CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED FOR MAXIMUM PIPE O.D. DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION \ OF THE OWNING AUTHORITY. STORM SEWER / C. PAVING & GRADING PROPERTY LINE \ 1. SUBGRADE PREPARATION: was �• HIGH POINT (H.R) w1 �w1 -STRIP PAVEMENT AREAS REMOVE ALL TOP SOIL, DEBRIS AND VEGETATION. REMOVE TREE :STUMPS AND ROOTS. -OVER-EXCAVATE SOFT AREAS AND REPLACE WITH SELECT FILL, -► SLOPE OF PAVEMENT FREE OF ORGANIC MATTER, NTH PLASTICITY INDEX OF 7 TO 20 AND A MINIMUM LIQUID LIMIT OF 28 PERCENT. FILL SHALL BE (_')EXIST. -OPEN STORM SANITARY SEWER W MOLE PLACED IN SIX(6) TO EIGHT(8) INCH LOOSE LIFTS AND COMPACTED �ROP.=FILLED TO 95% OF STD. PROCTOR (ASTM D698-78) MAX. DRY DENSITY. -PROOF-ROLL TO 95% OF STD. PROCTOR (ASTM D698-78) MAX.DRY ) -STABILIZE ISUBGRADE AS PER SOILS REPORT DATA. ®PROP =FILLED CATCH ONA�713- 937-B7602) A EQUIPMENT, QUAL NT, -COMPACT TO 95% OF STD. PROCTOR (ASTM D698-78) MAX. DRY (RE: SCHEDULE FOR SIZE) DENSITY. 2. PROVIDE 6" THICK CONCRETE PAVEMENT, U.N.O. 86.OTB EXISTING GRADE ELEVATION; 3. CONCRETE COMPRESSIVE STRENGTH - 3.000 PSI 0 28 DAYS. 4. REINFORCEMENT: /4 0 20' EA. WAY. ASTM A615 GRADE 60. F.F. = XX FINISH FLOOR ELEVATION 5. AT REINFORCEMENT AXISMALL OURE4UFEET EACH WAYTAL OR PLASTIC CHAIRS,FL 110.00 FLOW LINE ELEVATION i. C812 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING, ALL OTHERS ARE TRAFFIC DUTY. (� 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. 6. PROVIDE EXPANSION JOINTS 0 A MAXIMUM SPACING OF TWENTY (40) FEET DOWELSAx 2F 0 0 210 OC..,GREASE �K NRAP ONE END�DE 3/4 0 SMOOTH TG 110.50 PROPOSED ELEVATION OF T P,,PF GRATE OF INLET PRECAST CONCRETE CATCHBASIN/JUNCTION BOX 7 LESS THAN 035% ORDED ENT HIGHER�THAN b%MN = 0.50% BUT IN NO INSTANCE C 92.00 PROPOSED TOP OF CURB E EVAiiON NOT TO SCALE 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO BE DISPOSED OFFSITE RESPONSIBLY AT NO SEPARATE PAY. 91.00 PROPOSED FINISHED GRADE ELEVATIONS Scale: .Horiz: 1"=20' DRAINAGE, GRADING & PAVING PLA�' Project No. 102-05 Vert.: NA THE SEAL APPEARING ON THIS LA PORTE BUSINESS CENTER Drawn By. RM Date: 1-17-05 DOCUMENT WAS AUTHORIZED BY SALMAN QADIR Drawing No. 10205200 SALMAN QADIR, P.E. 93950 ON 93950 MARCH 09, 2005.j°� 10916 SPENCER HIGHWAY Design By. RM Date: 1-17-05 S Checked. By. SAO Date: 1-18-05 )bS LA PORTE, TX 77571 sheet 1 of 3 MODEL III DIMENSIONS CATCH JUNCTION Wt W2 HI H2 Ti KO GgJ WEST BASIN BOX' aIZ CB12' J812 15" 10" 21" 18" 2" 10" 12"x12"x1" 180 CB18 JB18 24" i6" 34" 30" 4" 15" 18"A80x1H" 1,000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"x1I" 1,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24N24"x2" 2,245 CB27 J827 37" 25" 42" 36" 6" 24" 27%27NO 2,875 C930 JB30 42" 30" 42" 36" 6" 30" 32"x32"x2" 3.675 CB36 JB36 48" 36" 42" 36" 6" 32" 38"x38"x2" 4,585 I ANIMAL CLI OF LA PORT SANITARY CLQANlll;7 EXIST, SAN, SWR, MAIN S 86"59'13" W 200.00' FAIRMONT PARK EAST SECTION FOUR SITE UTILITIES PLAN SCALE: 1"=20' ENBINEEMIN113 CO. CONSULTING ENGINEERS 8876 GULF FREEWAY, SUITE 125 HOUSTON, TEXAS 77017 PHONE: (713) 910-8300 FAX : (713) 910-8304 www.MOMENTUMTX.com 19.2' .4' PROPERTY LINE 6" PVC CLEAN OUT CAP SAMPLE WELL CUSTOMER GROUND LEVEL BUNING B LL REDUCER ON -+-6" PVC PIPE 111��� S-� ryo FLOW SIDE 7 PVC TEE MCITY AIN �6" BUSHING ON 4" CUSTOMER J GREASE TRAP OR SERVICE LINE PRETREATMENT FACILITY (IF APPLICABLE) NOTE: MAKE SURE SAMPLE WELL IS INSTALLED BETWEEN GREASE TRAP (OR PRETREATMENT FACILITY) AND SEWER LINE TO CITY. THIS DETAIL AS A MINIMUM SHOULD APPLY TO THE FOLLOWING TYPES OF COMMERCIAL FACILITIES: .OFFICES .COMMERCIAL RETAIL .MEDICAL FACILITIES .CONVENIENCE STORES ADDITIONAL NOTES: A MINIMUM 15" SAMPLE WELL STANDARD FOR INDUSTRIAL FACILITIES HAVING A SERVICE LINE W OR LESS. HOWEVER, ANY SERVICE LINE THAT IS 6' (FT.) IN DEPTH WOULD BE REQUIRED TO HAVE A 24' SAMPLE WELL THE FOLLOWING TYPES OF FACILITIES WOULD APPLY TO THESE NEW STANDARDS. .METAL FINISHING FACILITIES .TRUCK WASHES, INCLUDING THE EXTERIOR WASHING .COMMERCIAL CAR WASHES .RESTAURANTS .CHEMICAL LABORATORIES .BAKERIES SPECIFICATIONS FOR THE 15" AND 24" SAMPLE WELLS ARE ATTACHED FOR YOUR REFERENCE. A BOLTED STEEL COVER SHOULD BE INCLUDED TO THE SPECIFICATION AS AN OPTION WHEN AN ODOR PROBLEM 1S LIKELY TO OCCUR. FOR QUESTIONS CALL 281-471-9650 EXT. 240 (INDUSTRIAL WASTE INSPECTOR) SANITARY SEWER SAMPLE WELL N.T.S. I Scale: Horiz: 1"=20' Vert.: NA Drawn By. RM Date: 1-17-05 Design By. RM Date:1-17-05 Checked. By. SAO Date: 1-18-05 SHOE TYPE CLEAN OUT FRAME AND COVER MABRY SHCO #1011 OR EQUAL (SEE BELOW) BRASS SCREWED CLEAN -OUT PLUG 1/8 BEND CLASS 150 C.I. PIPE 4" MIN. ` ''' " CONC. NOTES: 1. EACH HORIZONTAL DRY WITH A CLEANOUT AT 2. IN PIPE 3" NOMINAL C SHALL BE LOCATED K 3. IN PIPE 4" INCHES NC NOMINAL DIAMETER, Cl NOT MORE THAN 90' I 4. A CLEANOUT IS REQUI BUILDING DRAIN AND i SHOE TYPE CLEAN OUT FRAME 3'-0' AND COVER MABBRY SHCD N1011 OR EQUAL, 3000 PSI.) STANDARD SANITARY SEWER CLEAN OUT DETAIL (NOT TO SCALE) r' 1.5 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95X MAX. DENSITY 1/8 BEND INCLUDED IN PRICE OF STUB. 4" PIPE 1.0% MIN. GRADE 6" PIPE 0.75% MIN. GRADE SHALL 1/8 BEND STRAIGHT RUN FOR SINGLE SERVICE NOTES: 1. ALL SINGLE SEWER SERVICES AND DOUBLE SEWER SERVICES, AS SHOWN, ARE INTERCHANGEABLE, AS REQUIRED, TO CONNECT WITH STACKS, DOUBLE WYES' AND WYES, AS REQUIRED, TAPS FOR PVC PIPE TO BE PVC "T" OR "Y" SADDLE. 2. PROVIDE LOCATOR WIRE LOOPS FROM EACH SERVICE CONNECTION TO NEAREST MANHOLE. STANDARD SANITARY SEWER SERVICE LEAD DETAIL (NOT TO SCALE) 6" x 4" DOUBLE WYE ~PLUG AT TOP OF STACK TO BE INCLUDED IN PRICE OF STACK og - 14" REINFORCED CONC. OF o aT TRENCH WIDTH AT CONTRACTOR'S OPTION 1.5 SACK CEMENT STABILIZED , SAND BACKFILL COMPACTED TO 95% MAX. DENSITY A -o "' A / = MATCH PIPE SIZE FOR STACKS PVC SADDLE FOR PVC PIPE. o-- PVC SADDLE TEE OR SADDLE ' PIPE "'z TO BE INCLUDED IN PRICE iO':`ar� OF STACK. USE FACTORY "A •,.^eti'a gECTION -A" TRENCH Wo y i.� ! r.1 SEWER STACK 1 i t (NOT TO SCAM) FINISH GRADE NATURAL GROUND VAN /A 4'. 1"(" V- SHOWN FOR TYPICAL TRENCH P BACKFILL MATERIAL AS (J�./ FOR ENCOUNTERED SOIL 7:-\ CONDITIONS PER COH STANDARD DETAIL ':' '.' ::.`., •t CEMENT STABILIZED SAND SPRING LIN \ A\\V TRENCH WIDTIt =O.D PIPE+12 SANITARY/STORM SEWER BEDDING . AND BACKFILL NTS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SALMAN QADIR, P.E. 93950 ON MARCH 08, 2005. GENERAL NOTES (SITEWORN I- A. SANITARY SEWER SYSTEM 1. PVC SANITARY SEWER PIPE SHALL BE SDF 26 AND SHALL HAVE bN BEDDING & BACKFILL AS PER DETAIL SHOT N THIS SHEET. 2. SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF HOUSTON SPECIFICATION AS CURT NTL"MENDED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY SHORING ALL TRENCHES IN EXCESS OF 6 -O IN DEPTHN COMPLIANCE W/ OSHA., 4. IN -LINE CLEANOUT SHOULD BE PLACE AT k MAXIMUM SPACING OF 90 FEET. PROVIDED 5. CEMENT SAND BEDDING WILL BE REQUIRED A OUND THE SANITARY THE PIPE. SEWER AS PER BACK FILL DETAIL THIS SHEE ANOUTS INTERVALS. IGH 6* 0. DOMESTIC WATER SYSTEM ICATED AT 1. WATER LINE SHALL BE SCHEDULE 40 PVC PIPE. OF THE 2. WATER LINE SHALL BE CONSTRUCTED ANE (TESTED IN ACCORDANCE WITH CITY OF HOUSTON SPECIFICATION FC 1 WATER MAIN CONSTRUCTION AS CURRENTLY AMENDED.' 3. WATER LINE SHALL HAVE BANK SAND BE )ING AND BACKFILL. 4. PROVIDE THRUST BLOCKING ACCORDING TI CITY OF HOUSTON STANDARDS & SPECIFICATIONS. 5. PROVIDE A MINIMUM 9-FEET OF HORIZON! kL CLEARANCE BETWEEN SANITARY SEWER AND WATER LINE. 6. PROVIDE A MINIMUM 6-INCHES OF CLEAR( ICE AT STORM SEWER AND WATER LINE CROSSING. GENERAL CONSTRUCTION NO' TES: 1.) POLY -VINYL -CHLORIDE PSM (PVC) PIPE SHALL COI TRM TO ASTM SPECIFICATIONS D3034 AND BE , INSTALLED ACCORDING TO ASTM D2321. 2,) ALL SANITARY SEWER SERVICE LINES SHALL BE CO STRUCTED TO TRUE AUGNMENT AND GRADE. WRAPPED AND SAGGING LINES WILL NOT BE PERMIT ED. 3.) BUILDING TIE -ON CONNECTION WALL BE MADE DIRE( LY TO THE STUB -OUT FROM THE BUILDING PLUMBING AT THE FOUNDATION ON ALL WASTES 01 ILETS. 4.) WATER -TIGHT ADAPTERS OF A TYPE COMPATIBLE 1 TH THE MATERIALS BEING JOINED WILL BE USED AT THE POINT OF CONNECTION OF THE SERVICE UI t TO THE BUILDING PLUMBING. NO CEMENT GROUT MATERIALS ARE PERMITTED. 5.) NO BENDS OR TURNS AT ANY POINT WILL BE GREI ER THAN 45 DEGREES. 6.) EACH CLEANOUT WILL BE INSTALLED SO THAT IT O ENS IN A DIRECTION OPPOSITE TO THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF "WYE" I IANCH AND END-OF-THE-UNE CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE FLOW LINE OF THE PIPE. 7.) CLEANOUT WILL BE MADE, WITH AIRTIGHT MECHANIC L PLUG. B.) THE PHYSICAL CONNECTION TO THE CITY SEWER M N WILL BE MADE BY USE OF AN ADAPTER OF A TYPE COMPATIBLE WITH MATERIALS BEING' JOIND THE CONNECTION SHALL BE WATERTIGHT. NO CEMENT GROUT MATERIALS ARE PERMITTED. 9.) BACKFILLING OF SERVICE LINES TRENCH MUST BE I MOMPLISHED WITHIN TWENTY-FOUR (24) HOURS OF INSPECTION AND APPROVAL NO DEBRIS MLL BE PERMITTED IN THE TRENCH. 10.) THE USE OF PIPE OR PIPE FITTINGS THAT CONTAIN MORE THAN &0 PERCENT LEAD, OR SOLDERS AND FLUX THAT CONTAIN MORE THAN 0.2 PERCEN' LEAD IS PROHIBITED FOR INSTALLATION OR REPAIR OF ANY PLUMBING IN ANY RESIDENTIAL OR COMMERCIAL FACILITY PROVIDING WATER FOR HUMAN CONSUMPTION AND CONNECTED TO THE CI1 ' WATER SUPPLY SYSTEM. nu T CY P6/Up MW I =0 1" WATER METER WITH 1" STANDARD CONNEC ION. (TYP. 3 PLACES) CONTRACTOR TO COORDINATE WITH CITY OPERATOR FOR METEI 'INSTALLATION, LOCATION AND INSPECTIONS. D> REDUCED PRESSURE BACK FLOW PREVENTER'iY PARK EQUIPMENT (TYP.) 3Q 1" IRRIGATION WATER METER WITH STANDARD CONNECTION CONTRACTOR TO COORDINATE WITH CITY OPERATOR FOR METER INSTALLATII (, LOCATION AND INSPECTIONS. ® CAP WATERLINE TYPICAL UN11L INSTALLATION DF IRRIGATION SYSTEM BY OTHERS (N.I.C) 3" PVC SLEEVE FOR FUTURE UNDERGROUND I TILITIES. ~ © 15" T&G RCP STANDARD SAMPLING WELL BY 'ARK EQUIPMENT OR APPROVED EQUAL. CONTRACTOR TO.000RDINATE WITH CITY OPE ATOR FOR LOCATION AND INSPECTIONS. LEGEND STC iM SEWER WA/ IEWATER - - WA' iR LINE FIRI 'HYDRANT (FH) z GA' i VALVE P POV iR LINE G GAS LINE T TEL PHONE LINE PRC 'ERTY LINE EXIST.=OPEN PROP. FILLED O WA! IEWATER MANHOLE EXIST. -OPEN STC ;M SEWER MANHOLE PROP. -FILLED O EXIST. -OPEN CLE N-OUT PROP. -FILLED INU E CLEAN OUT ® PR( POSED WATER METER SITE UTILITIES PLAN LA PORTE BUSINESS CENTER 10916 SPENCER HIGHWAY LA PORTE, TX 77571 Project No. 102-05 Drawing No. 10205300 (Sheet 3 f 3