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HomeMy WebLinkAboutFAIRMONT SHOPPING CENTER SITE PLANFUTURE DETENTION POND t1' f. .: S.S ......... At DWARF..OLEANDER 4' MIN TIME PLANTING LIVE OAKS 2'' CALIPER. MIN 10' HT MIN: SC RE i ....... P.. WI w E r _ SIX LAM S N — L RD 6' o LIGHT P LE ' I -. ' DIA _1 250 WA S AC14 I 20'-BUIL C'4 15 6 TP BENCLOsU UILDING T 1`1 CFBetln 1 0 tot O � 4 0 0..� I1 o �N6 SIX LAMP N ` END OF CURB N ; LIGHT POLE 250 WATTS EACH Ln o o SIX LAMPS LIGHT POLO 250 EACH W 10, PLANT SCHEDULE SYMBOL KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE REMARKS OL 14 OBNOXIUOS OLEANDER OLEANDER 4" CAL. STRAIGHT SINGLE TRANK a OR FULL SYMMETRICAL HEAD BP 16 BREADFORD PEAR 12'-14' HT. X 7'-8' SPREAD PM 6 PHOENIX DACTYLIFERA MEDJnOL DATE PALM ' `... 20'-24' HT. X 6'-8' SPREAD PN NANDINA DOMESTICA DWARF PURPLE 5 GAL. 3" HT. X 3" MIN. SPREAD 150 NANA"PURPUREA" NANDINA FULL POT, 2 YEAR PLANT 30" O.C. DO 150 NERIUM OLEANDER DWARF "SALMON" 5 GAL. 3" HT. X 3" MIN. SPREAD PETITE -SALMON OLEANDER -SHRUB FULL POT, 2 YEAR PLANT 30". O.C. RINXIII 1 � ' . /1 /1` %1?' jP 1` 1�:1'I it ' • • � • , • �♦ : -�� '�:LI,`ti` iP /P eP.ii`ii` 1.1.r=Lir i • ! \ - 5 DeEI€,Park ;'E n...,.. 25' 1„ . ara•PaA.`"a'� p i�.......'.,.; ,, . , 11NG 20'-0" 1 ( 25' I 25"GRASS............. TREE OLEANDER - 2 VICINITY MAP �y CALIPER s REF KEY MAP I I BOLARDS 6" pl 10 25 25 I- 25' i RAL—COMMECL RESERHOPp, EVE :.,...;....,.: ,.,...; :�;3�5--'LATER 1 �'�. O total ., �ti , Bl I LANDSCAPING ANA!/SYS --- F•Fi99.0 9• I �� —=-�_ �i"� DWARF OLEANDER TOTAL DEVELOPMENT AREA. ------------------- 70,963 SF ...... __ COVER 6 SID ' ` ' o TIME PLANRNG GROSS BUILDING AREA _______________ - 15,636 SF """""" WALK - - 55,327 SF I I , MINIMUM LAND REQUIRED-6% _ F COVER ------ SCAPE 3 319 62 S 1_y 6' SIDEWALK, I TREE OLEANDER PROPOS ED------------- 8 SF rCJ (1UJ" ED/PRQVID w OL 10 HCALIPER, MIN. 10 _ ,g,g 10 TYP. 14'- N 0 gg I = J jo •►► 97 6PARKING SPACES TYP in' © i m CONCR 42 4281 E AY 7O, 963 S AREA: O a A QFT;' 1.629 A C. N �\ , SILA PS Q .. D1 X HT OLE r is Ing .,> D I ro 250 ITS EAC 4 Q I , 16 o I GENERAL NOTES 80 -p" 10'-0" 10'- -0• 10'--0 5 0 10'- _ 0„ .._.... �� „ . Tm. TVP 0" 1 O'-0 10, Ott 10'- TIP. 0„ 1 80'-0„ 10 IGN D p 0„ 10 10' P o ARF OL O -O 10'-0" l p o m - 4, AN P� N LMIN. ME A 0" 10 N g� JO v w BUIL ING LIN 4' SIDEWALK BP- B o BP BRADFORD PEARS 4' CALIPER. MIN DWARF OLEA B 22,59' 10' HT MIN:' 4' HT.MIN TIME PLANTING BRADFORD PEAR 4' SIDE BP ; ' WALK .:. P � v CALIPER MIN ' P6 TO' HTLMIN , BRADFORD PEARS 4' CALIPER. MIN 10' HT MINDWARF OLEANDER 4 "HT:MIN T1Mff:a?LAN SCAPE WILL TO BE ........... 'NED BY LANDSCAPE ARCHITECT ---.'� 11R11pNT PAR Kw, Y i' I I I i 1 I © I i — SIX LAMPS I LIGHT POLE 250 WATTS EACH j O 1 jj MIN.PARKING SPACES REQUIRED: X 1/100................. 4 PARKING SPACES MULTI PURPOSE HALL: 4000 SF- .............................. 30 PARKING SPACES FOOD ESTABLISHMENTS: 2150 SF X 10/1000............. 221 PARKING SPACES RETAIL SPACE: 7811 SF X 4/1000.....................,,.... 321 PARKING SPACES -� ANF OLEANDER •••• I rn , 4' HT.MIN.TIME PLANTING TOTAL LEASE SPACE: 12961 SF ........................` 88 SPACES REQUIRED ; 5' :TR 13A-7 TOTAL PARKING SPACES PROVIDED :............................ 97 PARKING SPACES INCLUDE 6 ADA SPACES ' ABST.482 W: JONES I I a' I , TREE OLEANDER GENERAL NOTE. OL 10' HT MIN. MIN. JOINT ACCESS EASEMENT/AGREEMENT ALONG MAJOR THOROUGHFARE IS REQUIRED IN COMPLIANCE WITH THE LA PORTi':COMPREHENSIVE PLAN.JOINT ACCESS EASEMENT/AGREEMENT W/THE ADJANCENT 25 PROPERTY TO THE'NORTHWEST AND EASTERN TRACTS WOULD BE R QUIERED. ' DWARF OLEANDER LIGHTING NOTES: 4' HT.MIN,IIME PLANTING ALL LIGHTING SHALL BE HOODED AND SO DIRECTED THAT THE LIGHT SOURCE SHALL NOT BE VISIBLE FROM THE PUBLIC RIGHT-OF-WAY OR FROM NEIGHBORING RESIDENCES AND SHALL BE IN COMPLIANCE WITH SECTION 106-521(C). 1 co DRIVEWAY NOTE. I 25' p DRIVEWAY DESIGN TO COMPLY WITH SECTION 106-835 _ 12'-0" 1 N TREE ` OLEANDER SIGNAGE.NOTE.- A. °O 1 OL 10, HTLMIN MIN. ALL S(.GNANGE WILL BE PERMITTED SEPARATED UNDER DIFFERENT APPLICATION ? ;. 4•_6„ ? O LEGAL DESCRIPTIO(J.' 12-0DRIVEWAy I THE HOTEL Tp BE CONNECTED TO TR 13A-64. ,W.M ;ZONES SURVEY,A-482,LA PORTE,HARRIS COUNTY,TEXAS OJECT CT of ONAFIELD CATION TO BE COORDINATED FLOOD STATEMENT SIX LAMPS LIGHT POLE I - THIS TRACT IS IN ZONE "X" AND NOT WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING -ySQW S EACH WOOD BARRICADE TO THE FEMA MAP # 482011OD94SJ REVISED JUNE 18/2007 PM NEW ItLISCLHOCOMPETED. BRADFORD PEARS OL 4" CALIPER. MIN CITY APPROVING AUTHORITY CERTIFlCATE 10'.-HT MIN: ^• O48 PMs s, THIS IS CITY CERTIFY THAT THE CITY OF LA PORTE,TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF 'FAIRMONT SHOPPING CENTER' IN CONFORMANCE WITH THE ORDINAwCES OF BRADFORD PEARS 4' CALIPER. MIN , 10' HT MIN. ...._.............. . _. -. �� "" -^• '-F - DIRECTOR PLARNINJ DEPARTMENT SITE `FLAN AC6URACY "CERTIFICATE ... _.. ......._.........._._......... ...... AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE­THE`PROFESSION OF.ENGINEERING(OR SURVEYING) AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT, AND THAT-ALL.BEARINGS,DISTANCES,ANGLES,C RVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON 7NE•=P�A7""","-- " ar BY . ......... - /, so- - SIGNATURE OF ENGINEERING ORS VEYOR / HACH 1 L < (PRINT NAME) it-0 0 r`T ... .... ... .. ,. TEXAS REGISTRATION Nro. gSQ49 atfti .I (AFFIX SEAL). ZONNING. PROPERTY ZONED AS "GENERAL COMMERCIAL" GC. 1 A 1 I SITE PLAN 1"-20'-O" REF: A01 Aft,6.� A R C H I- E3 R O U P Design & Development Consultants, NT 5177 RICHMOND AVE, SUITE NO.750 HOUSTON, TEXAS 77056 PH:713-622 2444 F:713.622 2445 PROJECT FAIRMONT SHOPPING CENTER ADDRESS 11001 FAIRMONT PARKWAY LA PORTS ,TEXAS 77571 OWNER INFO MRS. SANDHYA SINGH 11001 FAIRMONT PARKWAY LA PORTE,TEXAS 77571 CONSULTANTS CIVIL ENGINEERS STRUCTURAL ENGINEERS M.E.P ENGINEERS OTHERS NOTES 03/19/07 REVISION BY CONTRACTOR 1 DRIVEWAY G FAIRMONT 05/01/071 NEW SITE PLAN 0511H/O6 FOR PERMIT 08/03/07 REVISION SITE PLAN FOR PERMIT DATE DRAWN MAR-09-2007 CHECKED BY O.M G.J DRAWN BY G.J PROJECTNO: CAD FILENAME SCALE: AS NOTED SHEETTITLE. ARCHITECTURAL SITE PLAN SHEET NO. A01 I.B.A. ARCHI-GROUP. PURCHASERS RIGHT IS CONDITIONAL AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT IN THE LOT STATED HERIN AND IS LIMITED SPECIFICALLY TO SUCH PROPERTY. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT T OF ANY CONFLICTS OR INCONSISTENCIES IN THE PLANS, MABSOUT L.L.0 D.H.A. ARCHI-GROUP SHOULD HE CONTACTED IMMEDIATELY. IF NO SUCH CONTACT IS MADE THAN THE CONTRACTOR AND SUB CONTRACTORS, THEIR AGENTS AND THEIR EMPLOYEES ASSUME ALL LIABILITY ASSOCIATED WITH SUCH CONFLICTS AND INCONSISTENCY. rlt�-a ar\ FL 91 0.0, Iur�' ,.� LOT 14 N P O]iY IY MO. S/B' M ,.0 Iq W/ CAP'IHS tEl. N x�4I&V M IJ. v PROPC5ED STWDI WAIFR WAUTY I'FATURE STdN lRf%7PER SBST-OBC _ � MIED FOR .599 DPM C M O SEE DETAIL 1, SHEET C-8 p In TI maw p- Tea .� -. MB.IX Ci LEGEND + 98.53 EXISTING ELEVATION 1s8.6 PROPOSED ELEVATION NP=159.8 PROPOSED ELEVATION HIGH POINT =15s•5 PROPOSED ELEVATION TOP OF PAVEMENT TC=1�•R PROPOSED ELEVATION PROPOSED TOP OF CURB FIG759.8 PROPOSED ELEVATION', PROPOSED BOTTOM OF CURB', n=lss•e PROP. FLOWLINE - SWALE DRAINAGE FLOW DISCHARGE IN DRAINAGE AREA IN IN ACRE ar s I Mocx 4B I 8 S SBp"( 1,p• pr It 15"5B'31� .'li' SEi p//9B• IR BLO(tK 49 � CM •pp• pj 9900 _ �l9 9690 � iNO.CA3p/3' IR RS N]eu 'E, 0.B' ` PARK HW 159 08'1) RL 9288' M 929 CONCRETE RIPRAP 4T PROP. taYM SM ...I'. x \ .`� SERNN6 TIB: 2 SHD;4 PROPERM PROP 0.4586 ACRE $ ,�� , P­ L CO,MERaA< RESERIAE F- o F A l R M ON T o ° g ' VOLUME 5 3 1 fl4` gO� x4s 10 ' '1 ° T6 92.0 % 9B L !t K 4 9 8.85 7C 929 ' ` EXISTING P' �> 911 0 RES/DENT/AL/DNGLf FAMILY EVELOPMENT R s6a36to- Eti IYflL c� V S aU3 269• N 9 , N_ c' �� aea• /C-j- ' SHOPPING CENTfR ---- .F -- i ° �5 75,381 a/ SF �eE0 space - - _ - «. ��� - ---- ~ ----- al Bldg, _ t ELEVATR ION OOa °1� -a,d��.171 i [_?l�aWx ryon�w-_.'�- +1 + Le.. 9'I• W. 6 +° C01fReC 7µ! ^n� Z 1� / N .482 FLOOD INFORMATION: TBM : Box cut on top of concrete base of light pole at the Southwest corner of the subject property: Elevation: 100.00 feet (assumed) This property does not lie within the 100' year flood plain as per the flood insurance rate map : 48201CO945L Date : ✓UNE 18, 2007 Zone : X (UNSHADED) Bearings are based on the plat of Fairmont Park Sect 5 as recorded in Volume 531 Page 108 of Harris County Map Records. PA IRK SEC T. 5 P G E 1 0 8 H. C, M. R. S/GNAGE NOTE ALE. SIGNANGE WILL BE EXISTING SINGLE FAMILY i PERMNTED SEPARATED UNDER RESIDENTIAL DEVELOPMENT DIFFERENT APPLICATION i -PROPERTY UNE-801,M----- ---------- -- -_-- --+- -- >° -- � ,c 9ns'1--___-------------------_------__--__--_--________------_ -------_--_ a .>--} I 9�? u•uNRrE.ReJ I Ei �\ I I• • �..°g9 ass i 11 1.5g+ �, -- 1 - -. ., co s< o (�Law 9 �pAN . 7>iV 9,qg as. ,1 -, [� B .986a I w.rE l:", / • ' 9S6 --- 9 f � ,... c` z�F_____ Rft 9s H .m._-,m_ _-------_-.- - ____- mcam 'Io-9: co W a e a e pop°,�.. 2Sa5r =_ ship - ,.:. "• '- .••, k � i qh• �S sxstW 94}IR p c PROPERTY LINE 601 88' edge, . ...:. �.. - a .o of E a ac•r.�„.p �: :. s.u.r iFa.. IN v:my --• - __ "'----__ya>q �W _ _ -3 i___ _�_ ..x ,. ...r• �______•_--. '„ ' . C s'aIW 9 sm sb: -------• u Io auar crt aM, -� _ _ -- _ _ .�� _ �_ __--___- 1R ��� .Atna m dms _ �� _ " (JLVLY.I IC B N J CE CC V'9uEJ HISIr( A" AN 2ft4 l�"B'Das. _---'___----_. ° ' • 0 �A �� -" ut`[P, to vE slw .in cc.c¢ cairFu[p 919R Sib1R 3NSFR SNSip SNSit-� - •• 9°+�• .. Edge O( :' Asap.✓. DR@E1FAY a , : - •• . ; • ; . ; - ..• .. .. .. °� , . Ed9a a• Aspp-� F' A l R M . 0 N T P A • R K WA Y zs6' R o.w (Asphalt Pavement) DRAINAGE CALCULATIONS: C� 0 GRADING & DRAINAGE PLAN NORTH SCALE: 1" =40'-O" QUALITY INN HOTEL SITE FAIRMONT SHOPPING CENTER OFFSITE DETENTION SHOPPING CENTER PARKING DETENTION TYPE OF USE; COMMERCIAL -HOTEL TYPE OF USE; COMMERCIAL -SHOPPING CENTER VOLUME PROVIDED IN OFFSITE RESTRICTOR PIPE CALCULATION: AREA OF TRACT= 2.763 ACRES AREA OF TRACT= 1.629 ACRES DETENTION POND AREA OF NEW IMPERVIOUS SURFACES= 1.7 ACRES AREA OF NEW IMPERVIOUS SURFACES= 1.3032 ACRES = [(118x112)+(112x110)]x6/7 Q = CAx(2GPx(HP DETENTION VOLUME OPEN/GREEN SPACE= 1.063 ACRE OPEN/GREEN SPACE= 0.3258 ACRE = 78,024 CU.FT. OR D = 0/(2.25 Hx) PROVIDED IN PARKING UTILIZING THE RATIONAL METHOD FOR DISCHARGE UTILIZING THE RATIONAL METHOD FOR DISCHARGE ADDITIONAL DETENTION REQUIRED Q = CL DISCHARGE (CFS) = 0 CFS/AC (MAX) Q=CIA Q=CIA .50 .50 FOR HOTEL & SHOPPING CENTER SITE C = O'8 MAX. WATER SURFACE=99.95' AVG. T.P.=99.50 AVG. T.P.=99.50 C=0.8 = 26,653+46,338 A =ORIFICE AREA (S.F.) ACCUMULATED C=0.8 ACCUMULATED = 72,991 CU.FT. < 78,024 CU.FT. I=b/(tc+dr 1=b/(tc+d e G = GRAVITATIONAL FACTOR = 32.20 ' T.G.=99.20 T.G.=99.20 WHERE; FOR (2 YR. STORM) WHERE; FOR (2 YR. STORM) => TOTAL DETENTION VOLUME PROVIDED H = HEAD (FEET) = 6 FT INLET CROVN b=75.01, d=16.2 ,e=0.8315, Tc=22 Min. b=75.01, d=16.2 ,e=0.8315, Tc=22 Min. 78,024+31,894+19470= 129,388 CU.FT. Q = 0.5x4.392 = 2.196 INLET THEN; Ip=75.01/(22+16.2Y'8315 3.6 IN/HR THEN; IP=75.01/(22+16.2yB31=3.6 IN/HR = 124,355 CU.FT. > DETENTION VOLUME PROVIDED D = 2.1967/(2.25x6x)= 0.42 FEET IS SUFFICIANT. D = 5.1 INCHES - USE 6 INCHES QP = 0.8 X 3.6 X 2.763=7.95 CFS Qp = 0.8 X 3.6 X 1.629=4.69 CFS NOTE: RE -1710C OR PPE SIZE IS BLED ON Dx61910 III D• DETENTION CALCULATIONS: > AREA OF TRACT= 2.763 ACRES AREA OF TRACT= 1.629 ACRES HOTEL PARKING DETENTION DETENTION RATE REQUIRED= 0.65 AC.F7./AC. DETENTION RATE REQUIRED= 0.65 ACST./AC. M• EAS • HIGH BANK AINT. EAS W DETENTION VOLUME REQUIRED= 0.65x2.763 DETENTION VOLUME REQUIRED= 0.65xl .629 ZDE5I�{ yys�L�y.=910 = 1.796 AC.FT. = 78,232 CU.FT. = 1.059 ACST. = 46,123 CU.FT. _9s'oo_ _ _ _ _ _ a a DETENTION VOLUME DETENTION VOLUME PROVIDED IN PARKING LOT: DETENTION VOLUME PROVIDED IN PARKING LOT: ,• PROVIDE IN NPARKING PARKING LOT AREA=57,064 SQ.FT. PARKING LOT AREA=35,767 SQ.FT. HIGH BANK , WATER SURFACE=97.85 VOLUME IN PARKING= (57,064xO.4)+(57,064xO.35/3) VOLUME IN PARKING= (35,7670.4)+(35,7674.35/3) 98.90 2 = 29,483 CU.FT IN PARKING = 18,480 CU.FT IN PARKING -ELEV.=97.50' VOLUME IN DRAINAGE PIPES=825 LFx 18"0 VOLUME IN DRAINAGE PIPES=506 LFx 18"0 4- CONCRETE WALL (3000 +268 LFx 24"0 =894 CUST. BOTTOM _ 99, PSI). REINFORCE W/ ELEV.=97.10' =2,299 CU.FT. VOLUME IN INLETS= 6 INLETS x(4x4x4)= 96 CU.FT.WWF INLET VOLUME IN INLETS= 7 INLETS x(4x4x4)= 112 CU.FT. I _ 112'x11O' _) => TOTAL ONSITE DETENTION PROVIDED => TOTAL ONSITE DETENTION PROVIDED = 19,470 CU.FT. = 31,894 CU.FT. DETENTION POND CROSSECTION ADDITIONAL VOLUME REQUIRED= 26,653 CU.FT. ADDITIONAL VOLUME REQUIRED= 46,338 CU.FT. 5' CON. PILOT CHANNEL DETAIL SCALE: N.T.S. RCP PIPE (RE: �,---_----���- CIVIL SITE PLAN FOR SIZE) �° • " 1 FILL WITH ' • 'd ..'' '`� �� CONCRETE :.: •..',4.•.'�e. a' 6"PVC RESTRICTOR IF i \�NOTE ,`: ------- FPSTRIGTOR 4'-0" MAX. LENGTHI RESTRICTOR DETAIL SCALE: N.T.S. GIVE JONSULTING 1 1 222 RICHMOND AVE. SUITE 225 HOUSTON, TEXAS 77082 PH: 2S 1 .B70.8727 FAx: 281 .B70.872B USE )R REPRODUCTION OF THIS DRAWING OR BLUEPRINT MA BEAN INFRINGEMENT OF THE FEDERAL COPYRIGHT AC THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DIVE CONSULTING, INC. rl W A a� c O 0 U E^ U rim w IX3C.I UJ a v1 rT, a �•- ^ J` a -I M- CI (E PROJECT #: E06-300-0139 DI AWN BY: CI IECKED BY: H.D. AF PROVED BY: H.D. DI TE: 02-14-07 S( ALE: AS NOTED RI V. DATE DESCRIPTION GRADING, DRAINAGE AND SWQMP SITE PLAN SI IEET C-2 1071 sl CI�w � lip rral-imI RERTO NOTES '-jp -�s PROP. ' j,, 'WATER METER & BOX WATER 1" TS&v. COPPER CONNECTION ...... ...._.PROP. WATER IMETER & BOX ;TER ___"'—WATER. 1" TS&v. COPPER CONNECTION NORTH GRASS 1052FA2 I I I I012Ey 3 I I SHOP I SU SUS 5 I P/ IOsz � I CENTEI 5s FINISHED F I 00/,�. 99.0 COVER IS6 DE K 46 7zmTTTl/ _._PROP. 1" WATER I METER &_..B.OX_...... i PROP. ER WATER-.._�____� . _. METER & BTOX CiEC p R WATER WATER WA R WR Son MH�SNSWR 1" TSER Rim:97.93' CONN R NSWR 24" Son. Swr. EXISTING 24" SAN. SWR. UTILITIES PLAN SCALE: 1"=20'-0" SANITARY SEWERS 1. SANITARY SEWER PIPE TO BE SCH. 40 P.V.C. PIPE MEETING ASTM SPECIFICATIONS D3034 WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED. 2. ALL SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CNP UD STANDARDS AND SHALL BE SUBJECT TO A STANDARD EXFILTRATION TEST. TESTS ARE TO BE PERFORMED ON THE TOTAL FOOTAGE OF SEWER LINE INCLUDED IN THE PROJECT. 3. SANITARY SEWERS WILL HAVE CLASS "A" BEDDING IN ACCORDANCE WITH CNP LID. 4. ALL SANITARY SEWERS CROSSING ABOVE OR BELOW WATER LINES WITH 6 INCHES TO 9 FEET CLEARANCE SHALL HAVE A 20' JOINT OF 150 P.S.I. AWWA C-900 SDR-18 P.V.C. SANITARY SEWER PIPE CENTERED ON WATER LINE, EXCEPT WHERE DUCTILE IRON PIPE IS USED. 5. SANITARY SEWER MANHOLE RIMS OUTSIDE OF PROPOSED PAVING WILL BE SET 3"-6" ABOVE THE SURROUNDING LEVEL FINISHED GRADE AFTER PAVING WITH SLOPED BACKFILL ADDED FOR STORMWATER DRAINAGE AWAY FROM MANHOLE RIM. 6. DEFLECTION TEST: DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE AND SEMI -RIGID SEWER PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5% THE I DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, HAVING A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED AS PER TEXAS REGISTER SECTION 317.2 LATEST AMENDMENT AND WITHOUT MECHANICAL PULLING DEVICES. 7. INFILTRATION/EXFILTRATION TEST: EITHER OF THE FOLLOWING INFILTRATION/EXFILTRATION TESTS SHALL BE PERFORMED WITHIN THE I SPECIFIED TOLERANCES ON ALL GRAVITY SEWERS. TzEsf7 I osI I WATER TEST: TOTAL LEAKAGE SHALL NOT EXCEED 200 GALLONS I TosiEy�e PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT A MINIMUM I sGnr'9 3027 SF I TEST HEAD OF 2 FEET. I LOW - PRESSURE AIR TEST: PERFORM TEST ACCORDING TO IUNI-B-6-90 OR OTHER APPROPRIATE PROCEDURES. OVER 6' SIDEWALK PROP. 1" W METER & m NEW 5' DIA MH FL 95.90 0 C.0 (TYP SEE PLUMBING PLANS �R �NTINUA77ON I f IOUIV l0 �Ohl oh�'��' 750 GALLON GREASE TRA SANITARY SEWER SAMPLING WELL WATER MAINS 1. WATER MAINS/METER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CNP UD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION AND MATERIALS AND SPECIFICATION FOR WATER TAPS AND SERVICE LINES 3/4" THROUGH 2", AND FOR LARGE METER AND SPRINKLER CONNECTIONS WITH LATEST ADDENDA AND AMENDMENTS THERETO. 2. 1 1/2" AND 2" WATER MAIN SHALL BE TYPE "K" HARD COPPER. 1" AND SMALLER SHALL BE TYPE "K" SOFT COPPER. 3. ALL THE WATER MAINS SHALL HAVE 6" OF BANKSAND ENVELOPE AND SHALL BE BACKFILLED TO A MINIMUM COMPACTED DEPTH OF 6" OVER THE TOP OF THE PIPE TO PROVIDE A COMPACTED ENCASEMENT. 4, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 9' (NINE FEET) BETWEEN OUTSIDE OF WATER LINES AND OUTSIDE OF EDGE OF SANITARY SEWER MANHOLES AND LINES. 5. CONTRACTOR SHALL PROVIDE ADEQUATE THRUST BLOCKING TO WITHSTAND TEST PRESSURE SPECIFIED IN SPECIFICATION FOR WATER MAIN CONSTRUCTION AND MATERIALS WITH LATEST ADDENDA AND AMENDMENTS THERETO. 6. ALL WATER LINES TO BE DISINFECTED IN CONFORMANCE WITH AWWA C-651. 7. BACKFLOW PREVENTION DEVICE MUST BE INSTALLED ON IRRIGATION WATER METER. CONTRACTOR SHALL SUBMIT TEST REPORT TO CITY OF LA PORTE. VA " 7X PROP. . METER WATER & BOX R TER SERVICE "TER _............... 1 WA _wATER- ___--wAYEN.... ..... (Type K tV. � _ ... COpper) ............ Wes. AER )N SNSWR'�--`-WATER "'�---_""----SN WR_�WA1ER--__WATER ...._......_......_..... SNSWR EXISTING 12" W.L. --------_"'_-- SNSWR _"'--SNSWR ------ _'""--SNSWR _ PROPOSED IRRIGATION 2" LANDSCAPE WATER METER W/BOX & EX. FH BACKFLOW PREVENTION DEVICE 2" TS&V. COPPER 1" TS&V, CONNECTION COPPER CONNECTION LEGEND WATER WATER LINE sNSWR SANITARY .SEWER GIVE C 'ONSULTING 1 1 222 RICHMOND SUITE 225 AVE. HOUSTON, TEXAS 77082 PH: 281 .870.8727 FAx: 281 .870.8728 USE IR REPRODUCTION OF THIS DRAWING OR BLUEPRINT MA BEAN INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT AOT BY GIVE CONSULTINS, INC. �[I�1 o LL E a aCL W a s AC_ CII 'E PROJECT #: E06-300-0139 DF NWN BY: CF ECKED BY: H.D. AF DROVED BY: H.D. DF rE: 02-14-07 SC NLE: AS NOTED, ' RE ✓. DATE DESCRIPTION UTILITIES PLAN & EET C=3 6" CONCRETE PAVEMENT (3000 PSI) REINFORCE W/#5'S 18" O.C.E.W. SIGN _ CJ CJI GRAss Is SHFOTNPPED/ OC CE�N' Td'uc p I DR.99.0 . I , I_ .L_ _.1�j III I I I I _� 6" CONCRETE PAVEMENT (3000 PSI) REINFORCE W/#5'S ®—� 18" O.C.E.W. ml1 64COPIETE I mp PAVEMENT (3000 PSI) REINFORC W/#5'S 8" O.C.E.W. 1 mv� —J1——F 6" CONCRETE T _(3 REINFORCE W, 18" W. _- I I I I I C—_ W �_ _U I I I I I 222-59' I I I EJ PROPOSED CULVERT. .. 2" ASP /-�- CONCRETELnC OVER 10. CT COMPgC�D CS UME STONE BA NORTH CJ PROPOSED . _......._........... ULVERT 2" ASPHALTIC CONCRETE OVER 10" COMPACTED CRUSHED LIME STONE BASE PAVING PLAN SCALE: 1"=30'-0" 6" CONCRETE PAVEMENT (3000 PSI) REINFORCE W/#5'S 18" O.C.E.W. CONCRETE NOTES : 1. ALL CONCRETE SHALL BE IN ACCORDANCE THE BUILDING CODE REQUIREMENT CONTAINED IN THE ACI 318-95. ALL CONCRETE SHALL MEET THESE MINIMUM SPECIFICATION: PAVING: CONCRETE STRENGTH: 3500 PSI AT 28 DAYS. SLUMP: 3-4" SIZE MAX COARSE AGGREGATE: 1" 2. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. 3. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK, CRANE, AND BUCKET OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. 4. TO PREVENT EXCESS AND UNCONTROLLED CRACKING, CONTROL JOINTS SHOULD BE PROVIDED AT 30' MAX. SPACING IN EACH DIRECTION. CONTROL JOINTS MAY BE SAWCUT, METAL KEYWAY OR OF REMOVABLE STRIP TYPE. EXPANSION JOINT SHALL BE PLACED NO MORE THAN 90' MAX. EXPANSION JOINTS SHALL THEN BE FILLED WITH AN ELASTOMERIC JOINT FILLER MATERIAL. SEE PLAN FOR EXACT LOCATION OF JOINTS. FOR SIDEWALKS PROVIDE EXPANSION JOINTS 20' O.C., AND CONTROL JOINTS ® 5' O.C. MAX. 5. PAVING METHODS FOR THIS PROJECT: 5" CONCRETE PAVING REINFORCED WITH #5 BARS ® 18" O.C.E.W. OVER 6" COMPACTED LIME STABILIZED SUBGRADE. (PARKING AREA) 6" CONCRETE PAVING REINFORCED WITH #5 BARS @ 18" O.C.E.W. OVER 6" COMPACTED LIME STABILIZED SUBGRADE. (DRIVING ISLE) 7" CONCRETE PAVING REINFORCED WITH #5 BARS ® 18" O.C.E.W. OVER 6" COMPACTED LIME STABILIZED SUBGRADE. (TRASH DUMPSTER AREA) REINFORCING STEEL NOTES : 1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. BARS SHOULD BE NEW, CLEAN AND FREE OF DIRT, RUST OR OIL. 2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315-80. UNLESS SHOWN OTHERWISE CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES, 12" MIN. 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE CIVIL ENGINEER. 4. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315-80, CHAPTER 3. BRICK, ROCK, OR MASONRY BLOCKS ARE NOT ACCEPTABLE SUPPORTS. CHAIRS AND BOLSTERS FOR DIRECTLY OVER EARTH, POLY SHEETS SHALL BE EQUIPPED 5. WITH BOTTOM BEARING PLATES. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI 318-95 CODE, ARTICLE 7.7.1, EXCEPT WHERE STATED SPECIFICALLY OTHERWISE. LEGEND : EJ- EXPANSION JOINT CJ- CONTROL JOINT CIVE mONSULTING 1 1 222 RICHMOND AVE. SUITE 225 HOUSTON, TEXAS 77082 PH: 281 .B70.B727 FAx: 2B1 .B70.B72B USI OR REPRODUCTION OF THIS DRAWING OR BLUEPRINT MI 'BE AN INFRINGEMENT OF THE FEDERAL COPYRIGHT AC . THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DIVE CONSULTING, INC. V1 A r a � °C � o IL W �a a d a�a w a �I W E a 4 . ...» HIACHEM-K. ...... 7` r IV A01%' C ✓E PROJECT #: E06-300-0139 D IAWN BY: C DECKED BY: H.D. APPROVED BY: H.D. D TE: 02-14-0.7 SI :ALE: AS NOTED R V. DATE bESCRrPTION PAVING PLAN S iEET C=4