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HomeMy WebLinkAboutNEW HOPE BAPTIST CHURCH SITE PLANOTREE PLANTING Di'rAt S SCALE: NTS PLANT SCHEDULE SYMBOL KEY OTY. SCIENTIFIC NAME COMMON NAME SIZE REMARKS © 7 LIVE OAK 2" CAI- ® © 80 RED TIPS 5 GALLON ® ATENDTAPHRUM SECUNDATUM SAINT AUGUSTINE SOLID SOD GRASS NOTE CONTRACTOR MAY SUBSTITUTE TREES AND SHRUBS LISTED FOR ANY TREES AND SHRUBS THAT MEETS THE TREE AND SHRUB CRITStA ALL NEW AND PROPOSED LANDSCAPING SHALL BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM. 0 20' BUIUNG S40 0 I ® 0 a 18,-0" Is Ikn cq D W I Z SLOP l- ® o� rG D a PROPOSED E4 ® CO<�CRETE PARKING 11 SPACES ^W O a 19'-0" ® GYP.) ® z J m 30' BUILING R5 /\ FIRE HYDRANT 0 m I EXISTING 1 GENERAL NOTES 1. ALL PLANTS SHALL BE FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGE TO UTILITIES OR OTHER IMPROVEMENTS. 3. GRADE SURFACE TO ENSURE AREAS DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND POCKETS OF SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND OVER ENTIRE AREA TO BE SOLID SODDED. HAND RAKE ENTIRE AREA PRIOR TO SODDING; OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL OF GRADE PRIOR TO SODDING. 4. ALLOW FOR FINISHED GRADE AT EDGE OF WALKS AND CURBS TO BE A MINIMUM OF 1" TO 1 1/2" BELOW TOP OF SIDEWALK AND CURBS AREAS SO GRASS WILL NOT HOLD WATER ON WALK AND SHALL BE CONSISTENT ALONG EDGE. 5. LANDSCAPE CONTRACTOR TO COORDINATE AND SCHEDULE HIS WORK WITH OTHER CONTRACTORS WORKING ON THE PROJECT SITE. 6. NOTE: ALL LANDSCAPING PER OWNER IS PROPOSED. 4 "WATER LINE O z J 0o W - SLOPE TO 0 O DRAIN Lu ~ 62 PROPOSED �ONCRETE PARKING ^ 3 SPACES F 18,-0" i I 54'-6" I a FOYER I SA-o�N NEW HC SIGN - 'VAN ACCESSIBLE" RE: 1 /SP 1 I to m 0 I a. z v WIC 0o PROPOSED CONCRETE PARKING 2 SPACES PROPOSED 6"- RETAINING WALL 0 0 �Z �Z 00 0 0 N V) — VCRETE DRIVEWAY I EXISTING GRATE INLET STORM DRAIN PASTOR 0 z 0 Oa N EXISTING GRATE GRATE INLET STORM DRAIN 102'-0" I I I I I I I•I I AREA CALCULATIONS BUILDING AREA COVERED 2800 SQUARE FEET CONCRETE AREA 6.954 SQUARE FEET GRASS AREA 75 X 200 LOT PARKING REQUIREMEMT: 1 SPACE PER 4 SEATING IN ASSEMBLY 50 SPACES REQUIREMENTED PROPOSED PARKING 24 PARKING PAVE PARKING 1 HANDICAP ADDRIONAL LAND AREA UNPAVED PARKING ALLEY PROPERTY LINE 200' ELECTRICAL LINE P OPOSED !C ETE PARKING 3 SPACES I o z 00 Vl EXISTING I102' OPENING CON( PROPERTY LINE 200' EXISTING 18" STORM EXISTING GRATE INLET STORM DRAIN NORTH 4th STREET • TI FLOOD STATEMENT THIS TRACT IS IN FLOOD ZONE _X UNSHADEDAND NOT WITHIN THE 100—YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #48201CO945L DATED JUNE 18, 2007. CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF 0POTEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF N4'lfv?' t Gl w. IN CONFORM CE WIA Tj ORDINANCE OF THE Cl OF LA PORTE. BY: DIRECTOR, PLANNING DEPARTMENT 5.5' R 20' BUTTING LINE 0 z m R2 ME IMPS PROJECT LOCATION w Lj w Of w � � N d' N Z Z W. ADAM VICINITY MAP KEY MAP # 540X NOT TO SCALE SITE PLAN ACCURACY CERTIFICATE 1, NKEMDI I. OHALEfE, P.E., AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS SITE PLAN TO THE BEST OF OUR ABILITY IS TRUE AND CORRECT: AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE SITE PLAN. NKEMDI 1. OHALETE, P.E. TEXAS REGISTRATION No. 79423 1/2"R 5 1 2" 1 1/2" BATTER TOP OF PAVEMENT 3"R ELEVATION RE: GRADING PLAN 1 1/2"R in #4 CONT. 14X8" DOWELSBO.C. lk - TYPICAL PAVEMENT IIII REINFORCEMENT. RE: GENERAL NOTES TYPICAL CURB DETAIL NOT TO SCALE JOINT SEAL LOOSE FIT 26 GAGE (SEE NOTE 3) STEEL TUBE OR HARD PLASTIC SEE NOTE i • 't e '. i/NAIL- �- ' .. _...: noRMai P, : . EF NOTE 4.,..: End .w. OD -�O EXPANSION ANSON JOINT SION JOINT JOINT PLATE 18" NOTES: 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4.0. 2 EXPANSION JOINT SHALL BE PLACED AT THE END OF EACH CURB RETURN AND AT MAXIMUM OF 20' SPACING. 3. ALL JOINT SEAT. MATERIAL STALL BE ASPHALT RUBBER IN ACCORDANCE WITH ASTM DESIGNATION D3405. 4. PRE -MANUFACTURED JONT PLATE DOWEL TYPE EXPANSION JOINT DETAIL (N.T.S.) �TE�T � Nth �o�c.�iS�G(,►arc� Ss: ZZZ �i.s.P �r� ei'� �y��Ta%aNn SITE PLAN SCALE: 1 UNIT = 1'—O" 620 @o h 0 SL Tte 3 �e sN C2g , 6S PROJECT NUMBER: THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT.• NEW HOPE BAPTIST CHURCH THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WNHOUT THE APPROVAL AND PARTICIPATION OF THE ENGINEER OR DESIGNER. REPRODUCTION IS PROHIBITED. COPYRIGHT 2014 LUDI DESIGN GROUP CONSULTANTS NKEMDI I. OHALETE ............................ 79423 REVISIONS NAME NEW HOPE BAPTIST CHURCH DESCRIPTION: ADDITION TO FOYER AND PASTOR STUDY AND REVISION TO PARKING LOT PROPERTY ZONING: R-t ADDRESS: 2220 NORTH 4th STREET LA PORT TX. 77571 HCAD f. 0231960640003 SUREV INFORM.: LTS 3, 4, 5 & 6 BLK 64 LA PORTE OWNER NAME NEW HOPE BAPTIST CHURCH U = w� U wLf-) IN- 1✓ =Q Q LLJ m I— = w n ry LAJ O O � = z O N W N Q Z N J DATE: JUNE 5, 2014 DRAWING NO.: C-1-D nTI&[ A iP£IMIPNR -.20T4 -20.3- 0 2i-0" rmvosm ]uices ]POIIDngI+IE 0 DRAINAGE AREA 3 0 TOTAL S.F. 5375 N > 0.123AC) 10P-19.93 FAT_ 17.55 54.-6. IF A rn carr¢ieru�mro y-u IE M Cz O N N av°P°c�P69"Ovua� _ xevuss P M M oN.N f1 NVMCF➢5 )RA NI AGE 2W� QTALF. 5375 PASTOR 0.123AC 64_B Ra oz( E11510b . TOR ROPM ff#M 200 1 , 1 .1 1 1 1 •:R :L :L :r [R :R EN1 NOX 10 N RR \; 119.41 19.41 Y9.41 DRAINAGE AREA 1 Y9.41 0 IIM5� 1�- 91 .11\ Rn ; \ A 14,250 TOTAL , A IN \19.30 ■ © , �.� L GTbYI RIIR LL'6+I,M .I,.,n NORTH 4th STREET ROR.O.W. KEYED PLAN NOTES ® 81) dia corrugated HDPE pipe with smooth interior confirming to ASTM #F 2648 @ 0.3% 67 LF ® 8)1 dia corrugated HDPE pipe with smooth interior confirming to ASTM #F 2648 @ 0.3% 92 LF © 12)1 dia corrugated HDPE pipe with smooth interior confirming to ASTM #F 2648 @ 0.3% 28 LF ® 6" dia corrugated HDPE pipe with smooth interior confirming to ASTM #F 2648 @ 0.3% 43 LF OPROPOSED INLET 24))X241' TG:19.93 FL:17.65 OPROPOSED INLET 247RX241' TG: 19.7 FL: 17.45 OPROPOSED INLET 24R'X24" TG: 20.22 FL: 17.72 NOTE: 1. A BACKFLOW DEVICE IS REQUIRED FOR THE IRRIGATION LINE 2. PIPE C (OUTFALL) WILL NEED TO TIE INTO EXISTING 182R RCP. CONTRACTOR SHALL CONTACT THE PUBLIC WORKS TO INSPECT THE TIE-IN. NOTES: NOTES: 1. o .L ro OR CAM Rem¢ s . senor 1RU 6 RC W OR 1f55, ,pplpl rypRl SNP BE Ptm W SYNRERLGLL. 1 PIK MI /IJtY•rRICE'A 2 MR 5 CKAXR 2e mum i/PE'C'W+dIME HALF SECTION uvat HALF SECTION UNDER MR Mc NCR ow' vmc sze NOTES TO SPECIFIER: UNDER PAVEMENT -.-$+ NATURAL GROUND noNn°+ ntt 9RE 'M Ir M W RC PAYd , BRY NN I Oom' R'10 r. +ALLS ro e+ n' mNCaara (/ALIS M are T/t/C.T U' LONSINOCTSD N HNC£). wecRiu Rm y.MEM CUE EfUAS 1 r MR& CPWNa 2 YV 1REIRf1 MaM SIWt az NOt 2 NOT Ta a. llSda M 8TRd6l MR AREA RdrIIIR L'URB 1, PFOPSRIY AMR °Ml / \ I � N vR 2 pIC116�umz OMuRRM \ / \ ......]...MRR. LRW.TKR. sor, aE 01i ) �M M MGVI aW rRRZ / / &CxPLL N SWRORR.•LIOR IONEiIp` O�NEERR9IIlpBY MFILED CORNmS \_//II�� /� III /� II�� /� II OMNWR'IXl+ �gGRtNf1115. 1' lRT XIXE I b 1 P 4Ei11ID1m TRAM zaNE TAN®rm I FIOI SIDE rN - VAR�//\\///�\\\//��\\//J - * AT�IFAtitV?1TMiN'�`mAN' mEa va. //Ilj� //II, E RK� R O e . 000�o'o og5o: .o000 60•0 o z vurt rwmcx aRRs N clAs I rum r�aac •og:.q•o 04 h o •. o off-; o'• [R¢pmns Ar ME ro 1 (RN w IZ) oo ORD..be B OOPO O'.QPO Qooap fQT YN�`ERIMtm611W1 o.o'. wnu •o,bo I na.o• ' BXT ON91m SWRE _ _ IT SNaIPo LINE bI b K VMES 6 Yn• U90RER a.° / •Ga0' 'aV4• NrutblNC $OTC OOa vuos • 4' a.o P: RUN vieN . o°,$? °6•.>r $oye uq::$o., emmxc as vuam o ,A, VM 6 NVAMIAWA \ ARANA RK" TYPICAL CROSS-SECTION W' Er mm CN➢E I I11 O, •b• �MHmMR Ir B 1LRFH0.a ulpwl5 T.l ro iRWE 'i�Et;.• OR Au smm J i rlM ! a Rm c°ANendRs "+ s 2t! O sEcnoN -O �E,�, o,,, NEwjTCp yM 6 ' :L �r � flB �SRMC JUNCTION BOX DETAIL LID FRAME DETAIL MOW o. •, L °•baa b00 "•O CITY OF HOUSTON LONGITUDINAL SECTION ALONG PIPE Cy COPY OF HOUSTON mwmuaR v romc Baas mceaww AT EMBEDMENT TRENCH DAM o[R!Ru[xt a vaeuc xawss uo EHOIRREIRW Rmmlw. oSIORM enue ovml e%Ymna mcnnu No mx rnne ovsw JUNCTION BOX WITH LID SANITARY SEWER EMBEDMENT AND TRENCH ZONE BACKFILL OR GRATE TOP FOR A MAXIMUM FOR DRY OR WET STABLE TRENCH OF 2e DIAMETER STORM SEWER RyQ ro suu) OT' ENLN 11aRR pY mrAlmbW [RY � � N1D ENPN]]ONa f Err atc MT-01-2= 0Re la: 02081-06 Etv a>E ocr-of-Raoz oec Na 02317-01 DETENTION STORAGE REQUIRED PROP IMPERVIOUS AREA=11,975 SF=0.274 AC CHANGE IN IMPERVIOUS AREA=0.213 AC STORAGE RATE=0.2 ACRE-FEET/ACRE DETENTION STORAGE REQUIRED=0.213 X 0.2 =0.0426 AC-FT=1856 DETENTION STORAGE PROVIDED STORAGE DETENTION=((2346*0.54*j)+ (3435x0.45*j))+(1723xO.35x(3))+(1875x1.12x(j)) =1820Cu.FT PIPE STORAGE=91.51 Cu.FT INLET STORAGE=16.8OCu.FT TOTAL DETENTION PROVIDED=1928.3 TIME OF CONCENTRATION (TIC Tc=(10 x (Total Area ^0.1761))+15 Tc=24.06 MINUTES 2 YEAR FREQUENCY: d=16.20 e=0.83 b=75.01 i=b/((d+TC)^e) i=3.49 IN /HR PREDEVELOPMENT CONDITIONS EXISTING UNDEVELOPED PORTION OF LOT = 22,331 SF=0.512 AC EXISTING DEVELOPED PORTION OF LOT =2669 SF=0.061 AC C=(0.512XO.35)+(0.061 X0.80)/0.574 IN/HR C=0.397 Q=C I A Q=0.397XO.574X3.49-0.795cfs DEVELOPMENT CONDITIONS DEVELOPED PORTION OF LOT = 11,975 SF=0.275 AC C=(0.80XO.275)+(0.35X0.3)/0.574 IN/HR C=0.566 Q=C I A Q=0.566X3.49XO.574=1.13cfs 100 YEAR FREQUENCY: d=21.80 e=0.75 b=125.4 i=b/((d+TC)^e) i=7.12 IN /HR PREDEVELOPMENT CONDITIONS Cu.FT C=0 8 EXISTING UNDEVELOPED PORTION OF LOT = 22,331 SF=0.512 AC EXISTING DEVELOPED PORTION OF LOT =2669 SF=0.061 AC C=(0.512XO.35)+(0.061 XO.80)/0.574 IN/HR C=0.397 Q=C I A Q=0.397X0.574X7.12=1.62cfs DEVELOPMENT CONDITIONS DEVELOPED PORTION OF LOT = 11,975 SF-0.275 AC C=(0.80XO.275)+(0.35X0.3)/0.574 IN/HR C=0.566 Q=C I A Q=0.566X7.12XO.574=2.31 cfs OUT FLOW ORIFICE SIZE CALCULATION USING 6" DIA RESTRICTOR A= 0.196 IN"2 Q=CA 2gh g=32.2FT/S^2 H-2.25ft Q=0.8xO.196x 2x32.2x2.25 Q=1.89cfs C N ZO W U N W? V N O W Y 0 Ul M W PI al N NN QN7 Wa a, NN M W Y ' Z ��mm NO (� I WaNN 0 z M 3 x •--• I PIP) -F__ Z W w 0 i MCI- W a. W 0 mmi < O% a)z Z w LIOIa \DI B.IL. F. ........................... NKEMDI I. OHALETE 79423 V_ N ti U)Q O z N O N a N co J z 0 o W W Z z a. 0 a U LU 0 n d z DRAWING NAME: DRAINAGE PLAN AND DETAIL SCALE: 1 :20 PROJECT NO.: - DATE: 11-21-2014 PHASE: - DRAWING NO. CO1 SHEET OF 0 10 T1 0- �IAE RE�A3� AL S.F. 5375 123AC)�'F/U 77'65 o 0 x Gxw, mo„Ero s�GrEro soaEro w� ®� DRAINAGE ®TOTAL .F ®� (0.123AC 2_EA 2 5375 54'-6• TOP-19.70 F/L: 17.45 E3 nwEro 2 oxa, c „s,,�FL=17.38 x 19.73 . 19.8PROPER EGSIT'010' 9IGP1! OPI. W m btt GMIE �, A4E01101FtONt°iE ,PP1°A°IEvt]M OIftRNS XOQiNEAt /� f91EM9fl/tR ALLEY ( PROPERTY -LiQ0 „20.00 - -JAM Q Q- --, 8' SAWTARY / as 1" IVA7FR L90: I ' I 1pa 20.70 .m „„ W ➢E 1890 cc I 1`9.60 f9.60 1"9.60 19.6 rn I � O 0 LE. k 9IUK �� �ry 19.50 19.50 19.50 19.5 18.80 I rn; I I � ccol .. f9.41 w 19.41 19.41 19.49.18.70 DRAINAGE AREA 1 T TOTAL S.F. 14,250 'a qr o 060 60 6�327 ) 4 i 4 1 19.30 ] � �fASlCIXimmlE I TOP=20.22 9' .50 F/U 17.72ro 1 .48 1 b sarero mGrosEG I 79727 -1520 19 20- 20 ,B.fi9 EMLSIW6,CSIdINg1.VN � -.�- Rr].88 Ela^.1°1G . WUtEP6ET - StIXW dWN TOM11830 \ RLWIP£•tll9 NORTH 4th STREET.' M R.O.w. SEAL WITH ELASTOMERIC-� \ SEALANT SIKAFLEX 2C OR EQUAL 11 1/8" WIDE x 1 1/2" DEEP SAW CUT 1IS" JOINT. SAW CUT WITHIN 24 HRS. AFTER POURING POURING CONCRETE (SAME DAY IF TEMP. RISES ABOVE 85• F) Tl4 SAWCUT 2° CUR 1 1/2 -1 STOP �- 1 1/2 \- 8w LIME TREATED SUBGRADE - COMPACTED SELECT FILL CONSTRUCTION JOINT 3/4" BOARD EXPANSION JOINT FILLER EXPANSION JOINT U N Z o u W U3 a N W z C] u; taJ g 0 CONSTRUCTION NOTES un m m W M A. GENERAL W N z 1. ALL PROPOSED CONSTRUCTION SHALL CONFORM TO THE STANDARDS, CODES AND SPECIFICATION OF THE CITY OF a HOUSTON, TEXAS, DEPARTMENT OF PUBLIC WORKS. WHERE CONFLICTS EXIST BETWEEN THE CITY'S REQUIREMENTS o N�mm Q AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENT SHALL BE F i •rmo W ENFORCED. a a -- Ld 2. THE CONTRACTOR SHALL LAYOUT THE ENTIRE PROJECT AND VERIFY CRITICAL DIMENSIONS AND THE LOCATION AND ELEVATION OF EXISTING CONSTRUCTION TO BE CONNECTED TO PRIOR TO COMMENCING WORK ON THE Z m -mm PROJECT. a W Q NN 0 3. CONTRACTOR SHOULD OBTAIN ALL PERMITS REQUIRED AND NOTIFY ALL AUTHORIZED INSPECTORS, 3:x �- Z xWmm SUPERINTENDENTS OR OTHER PERSONS IN CHARGE OF PRIVATE OR PUBLIC CONSTRUCTION OPERATIONS OR Lila Z EXISTING FACILITIES IN THE PROJECT AREA, PRIOR TO COMMENCEMENT OF THE WORK. vi p Z __ 4. EXISTING CONDITIONS ARE PER THE SURVEY PREPARED BY B&B SURVEYING CO., 7218 HOLDER FOREST COURT :3 w u1 o .. w HOUSTON, TEXAS 77088 DATED 06-04-2014. 0 z to m z IL 5. ALL ELEVATIONS ARE REFERENCED TO THE SURVEY PREPARED BY B&B SURVEYING CO. DATED 06-04-2014. W � o a a m 6. CONTRACTOR SHALL PAY THE COSTS OF ALL REQUIRED PERMITS. z t,. Z W m= aP TALL EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED TO BE COMPLETED OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL EXISTING FACILITIES SHOWN ON DRAWINGS. CONTRACTOR SHALL COORDINATE ALL CONFLICTS NTH THE APPROPRIATE GOVERNING AGENCY. B. DEMOLITION AND DISPOSITION OF EXCESS MATERIALS 1. UNLESS NOTED OTHERWISE, ALL MATERIALS FROM DEMOLITION AND ANY EXCESS MATERIALS FROM THE EXCAVATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL DISPOSE OFF -SITE IN A LAWFUL MANNER. C. EARTHWORK ANY TREE ROOTS. o 00000p 1. REMOVE VEGETATION. TOP SOIL AND ALL ORGANIC MATERIAL, INCLUDING 1E OF rEaOR 2.DO NOT ALLOW THE SUBGRADE SOIL TO BECOME DRIED OUT. ADD MOISTURE, SCARIFY, MIX AND COMPACT y�P .... rgSppp SUBGRADE AS DIRECTED TO MAINTAIN MOISTURE CONTENT (WITHIN RANGE OF MINUS 1 PERCENT TO PLUS 4 v PERCENT OF OPTIMUM MOISTURE CONTENT). 3.FILL SOILS SHALL BE LOW PLASTICITY SANDY CLAYS WITH PLASTICITY INDICES BETWEEN 10 AND 20. FILL SOILS p•••••••••••••••••••••••••••••=•• SHALL BE PLACED IN 8" LOOSE LIFTS AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY P NKEMDI I. OHALETE ASTM D-698. 4. SODDING SHALL BE IN ACCORDING TO C.O.H. SPECIFICATION 02922. 0...................... 79423 F� D. PAVING 1. CONCRETE PAVEMENT CONSTRUCTION TO CONFORM WITH TXDOT ITEM 360. CEMENT PLUS FLY ASH SHALL BE 9q," FG/STER ��oo pp SS ••.....• m /ONAL USED ACCORDING TO TXDOT ITEM 421. 2. GRADE PAVING UNIFORMLY BETWEEN INDICATED ELEVATIONS. ADJUST ELEVATIONS AS REQUIRED TO ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE THROUGHOUT. THE CONTRACTOR SHALL CORRECT ANY AREA THAT MAY POND WATER. 3. CONCRETE SHOULD HAVE FCC = 3,000 PSI AND FY = 60,000 PSI. 4. MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 40 FEET. E. DRAINAGE AND UTILITIES 1. CONTRACTOR SHALL MAINTAIN SITE DRAINAGE AT ALL TIMES AND SHALL MAINTAIN EXCAVATIONS "DRY" BY AN APPROVED METHOD. wW`Lo 4-aL�� I U t W O Z .� N O 0. #4 Bars ® 15" O.C.E.W. (N n. 2"CLR 6" CONCRETE PAVEMENT ° . a 0 6" SUBGRADE COMPACTED SELECT FILL 1. SUBGRADE TO BE STABILIZED WITH 7% LIME IN ACCORDANCE WITH TxDOT SPECIFICATION ITEM 260. COMPACT LIME TREATED SUBGRADE TO 95% STANDARD PROCTOR DENSITY PER ASTM D-698. EXTEND LIME TREATED SUBGRADE 5' PAST PAVING LIMITS. 2. SUBGRADE PREPARATION A MINIMUM 1 FOOT OF TOP SOIL BE REMOVED AND WASTED. SUBGRADE PREPARATION SHOULD EXTEND A MINIMUM OF 2 FEET BEYOND THE PAVING PERIMETER. SUBGRADE PREPARATION INCLUDE REMOVAL OF VEGETATION, ROOTS, AS WELL AS DEBRIS. THE EXPOSED SURFACE SHOULD THEN BE PROOF -ROLLED IN ACCORDANCE WITH THE 2004 TXDOT STANDARD SPECIFICATIONS ITEM 216. THE SURFACE SHOULD BE CHECKED BY QUALIFIED GEOTECHNICAL PROFESSIONALS TO IDENTIFY ANY WEAK OR DRY SOILS, AND DELETERIOUS MATERIALS. THESE MATERIALS SHOULD BE REMOVED AND REPLACED WITH SELECT FILL IN ACCORDANCE WITH NOTE 3. 3. SELECT FILL SELECT FILL SHOULD CONSIST OF A NON -ACTIVE INORGANIC SANDY LEAN CLAY, HAVING A PI BETWEEN 8 AND 20 PERCENT, AND NOT MORE THAN 50 PERCENT RETAINED ON NO. 200 SIEVE. IF ON -SITE FAT CLAY WITH PI GREATER THAN 20 ARE TO BE USED AS SELECT FILL, THEY SHOULD BE STABILIZED WITH AT LEAST 7 PERCENT HYDRATED LIME BY DRY SOIL WEIGHT. THE PERCENTAGE OF LIME IS A PRELIMINARY ESTIMATE; LABORATORY TESTING SHOULD BE PERFORMED TO DETERMINE THE ACTUAL LIME CONTENT PRIOR TO CONSTRUCTION. LIME STABILIZATION SHOULD BE IN ACCORDANCE WITH CITY OF HOUSTON STANDARD CONSTRUCTION SPECIFICATIONS SECTION 02336. ALL SELECT FILL SHOULD BE TESTED PRIOR TO USE TO CONFIRM THAT IT MEETS THE SELECT FILL CRITERIA. THE FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. THE FILL SHOULD BE COMPACTED TO A MINIMUM 95% OF THE ASTM D-698 MAXIMUM DRY UNIT WEIGHT AND AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3% WET OF OPTIMUM. 6" CONCRETE FIRELANE PAVEMENT 0 PAVING PLAN AND DETAIL SCALE: PROJECT NO.: DATE: PHASE: 1:20 DRAWING NO. Co2 11-21-2014 SHEET OF