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HomeMy WebLinkAboutGOLF COURSE UNDERPASS AT WHARTON WEEMSY � � s n i f _ s r i—_ _ M '. MORGANS YAp ON ST POINT ul Iln' T F1V Wlnl 1 NCEp , W i T ' ��� � 5t' t, •% 'r{ t� • (J 4 _ sloz ae w . = M • 0 LA PORTE 5 � � w / IT R10 I = LL � w 0 sr IT I I IF Si M _ R *•• W IJ .1 n Xe� Tr •T GAIC(N wAIR ° QnWlw. �Tr kl T l ^yid r I I I, C T I 1 I , SH.m i" CITY OF LA PORTE = MUNICIPAL GOLF COURSE I W c ° all 07 tom€ _ - ____' OS 0 F J q ; " PROP. GOLF CART -- -- Z UNDERPASS o , NRN p F Rp ` a R o°WUWNas SNOREACRES r p pF5 • c 1 AVG 1 i AC R a.'a .1 � 5 5 $ CAR L us L40ruww any PROJECT LOCATION N T.S. CONSTRUCTION PLANS FOR GOLF CART UNDERPASS AT W EMS BOULEVAR11 E� I Lt'REPARED FOR THE CITY OF LAPORTE JkUNICIPAL GOLF COURSE Liz CLP PROJECT NO.: ?Zp -88 'r GYFVr'SI CBrrW o FY /960 . ,960 f� o AdrN WIT k t I FM 119 U� 9 L/r1LC � t 0 I wl f 4 GOOP n ,N W 6l0 INIo /N /O 3 I b FM AiAS ql 4 NIIY 1 NYYl16 3{ 8 bin LA PORTE 59 I d5 � ` SOU IN BEL1 ? `f' Raft v ••. e�y VICINITY MAP N.T S. eh COUNCIL MEMBERS Mayor: Norman Malone Betty Waters B. Don Skelton John Lloyd Jerry Clarke Ed Matuszak Alton Porter Deotls Gay Mlke Shipp City Manager: Robert T. Herrera ESPEY, HUSTON & ASSOCIATES, INC. ENGINEERING & ENVIRONMENTAL CONSULTANTS HOUSTON,TEXAS SHEET NO. 1 2 3 al 5 6 I INDEX TO DRAWINGS DESCRIPTION COVER SHEET GOLF CART TUNNEL CROSSING PLAN AND PROFILE GOLF CART TUNNEL CROSSING -RETAINING WALLS , STRUCTURAL PLAN AND SECTION GOLF CART TUNNEL CROSSING -RETAINING WALLS , STRUCTURAL SECTIONS ELECTRICAL PLAN AND DETAILS TRAFFIC CONTROL PLAN DURING CONSTRUCTION MISCELLANEOUS DETAILS STATE OF TEXAS STANDARD GF(TD)-80 METAL BEAM GUARD FENCE Approved for the City of LaPorte: Robert T. Herrera, City Manager MAY 1987 Sheet No. I of 8 37- /74& I z NOTE: ALL UTILITY COMPANIES HAVE INDICATED THAT NO FACILITIES ARE PRIVATE UTILITY LINES SHOWN 4" PVC SDR 26 FORCE PRESENT ON WHARTON WEEMS BOULEVARD (SPUR 498). MAIN, DISCHARGE CONTRACTOR SHALL CALL 223-4567 48 HOURS PRIOR TO �1ER Dote 5 21 8? INTO EXISTING CREEK CONSTRUCTION FOR CONFIRMATION. e (APPROX. 300') Houston Lighting 8 Power a I -L & ene�Gt/irn� SPUR 498 l l SCALE: I"= 20 • I Entex, Inc WHARTON WEEMS BOULEVARD STA. .0+05 SOUTH S UR 49 R.O.W. I ZO R.O. W. SPUR 498 R.O.W �,/4� Date:�" �/ �' STA.0+05 NORTH END CONC. CULVERT TUNNEL ' END CONC. CULVERT TUNNELBEGIN CART PATH oututhwe erh Bell Telephone Inc. BEGIN CART PATH N zW a Approval only valid for crossing ductlines unim W 3 otherwise noted. LIMITS OF WORK AREA a �_ PROP. METAL BEAM GUARD RAIL W/ WOOD POST VALID FOR ul ONE YEAR ONLY 0 PER / SEE SHTHBPT. STANDARD GF(TD)-80 LIMITS OF WORK AREA PROP. GRATE A IN ETS j \ O SEE MISC. DETAI SH 7 CENTE 1-25 BEAM SECT. 2 "SAND BEDDING �k 3 OVER ULVERT a OMIT ' PROP. 4"CONC. PVMT. W/ CrL-tME-STAfl. / J 5 0 �J W� POST N � OF CULVERT 5' PROP TOP OF BERM EL. I I� STA. 1+65.33 SOUTH c, ono ^� .,o u xx o�rs.T t �Y ^, ,n U)W (TYP. OTH SIDES) a N� L3 } (TYP. BOTH SIDES OF ROAD) a � W- f- END CART PATH THIS CONTRACT PROP. CONIC. z= Ti iT b = PRO 8 x 10 CONC. CULVERT o_ ro PROP. 10 LF 10" C., HEADWALL o / CAST IN PLACE 5 8 GOLF CART PATH (4 S = 0.25% PROP. 4" UNDERDRAIN } (BY OTHERS) -ti -T / �r �CULV ERT O+OOS 0+505 ZCART PATH I+OOS (• I+50S I+50N I+OON �. CART PATH—� 0+50N +OON _ I _ + , 3:1 yQ I o PROP. 4° UNDERDRAIN 8 GOLF CART PATH ' j PROP I ° STL. CASING F I '`� FULL R.O.W. WIDTH 4" CONC. PVMT. ( BY OTHERS) m P P. CON -PROP 8 IRRIGATION STA. 1+59.58 NORTH g o _ HEADWALL WATER LINE, LIME e fay END CART PATH THIS 5 Q N w �o ��(BY OTHERS) / - C. 2° SANG BEDDING &tfB&RBE . CONTRACT w SAWCUT PVMT. N a (TYP.) CART PATH TO CROWN (L 81 ROP. SUMP --_ - EDGE/EXCAVATION — t CROSS•SLOPE BOTH SIDES (al / PG.L. PUMP I i S=0.25% (TYP.) / 13 3 SEE SHT 7 DETERMINED nROP. 3" SCH 40 ySTL. a A10, _9 f rrrr BY CONTRACTOR Q SLEEVE FOR 3/4' WTR % ' w�3 _�a ELECT. COND. N n cinr -SLOPES (TVR_ l�/J � rl�J�rJ��77/7 CONTRACTOR TO COORDINATE ROUTING `" W 0 ^--1-- Q�T SIDES) OF FORCE MAIN W/ GOLF COURSE DESIGNER REMOVED PVMT TO M g�Ir BY OES 8,-O„ REMOVED 8l REPLACED DURING R CONSTRUCTION. SEE SECTION A -A THIS SHEET. oITw NOTE: CONTRACTOR IS TO VERIFY LOCATION OF CONC. CULVERT TUNNEL WITH CITY OF TYPICAL CART PATH SECTION LA. PORTE PRIOR TO CONSTRUCTION. NTS BENCHMARK LA PORTE SURVEY MARKER #59 LOCATED EAST LA PORTE MUNICIPAL GOLF COURSE OF BROADWAY AND WHARTON WEEMS BLVD. INTERSECTION BEING A 5/8" IRON ROD WITH BRASS CAP. 1978 NGS ADJUST. DATUM ELEV.: 11.07 - --T.. T Tom— �1— T �CnN-- T�CW SH LL RIF COVER { PR FILES LE _ - 50 f - - { { L.-2 z O. 39 89' 7 1 A I I I Ih co 1+5 N I+OON + DESIGNED BY : NED DRAWN BY; NED CHECKED BY; DDC APPROVED BY WBM DATE ' MAY 1987 Ray. e-1,r1y.W.L. 7o 6e Locofao' 30',.- e;,10"OCBox OOG B-ZO-H .odd 8" /rri kLL. 3h' Poi A*o- E/eee C7 for SDf/P �BimJ� ODC '?O 8 NO. REVISION BY I DATE T.ACE US tql MEN � / I V.- I. STA EL -1.94 a = 0.661 O+OON+ ES PEY , HUSTON & ASSOCIATES Engineering 8 Environmental Consultants HOUSTON , TEXAS , INC. awa� w�>UI >W OZ - - - - x CONE BOX X -- CULV RT PA TION FOR EMEN STA . = 0 0 AND S TO E 95 OF MAXIMUM - ER TIEST THO TEX-114 -E -_ - -I IS TO BE 90% OF MAXI IlUM ER -_ TEST ETH TE -I I4 €. - GRAVEL -- --- -- NDE DRAT S 6" EME T ST . AND 3EDDING -5 - EC - I O -- C OSSIN ) - -- - -7 I .00S 1+50S JANUARY 29 1988 CITY OF LA PORTE MUNICIPAL GOLF COURSE SHEET NO. 2 GOLF CART TUNNEL CROSSING OF $ SHEETS PLAN AND PROFILE FILE NO. 10078 A9-174G 0 3:1 PROP. TOP OF BERM ELEV. 11.0 SLOPE TO NATURAL 6 GROUND p _---PRO P. 411 P.V.C. DISCHARGE TO POND "C 3' \� PROP GRADE ELEV. \\ �ra \ (TYP) \ \ v PROP. SUMP PUMP \� SEE DETAIL, SHT.7 \\ \\ a ro"MIN. \ \i SLOPE TO NATURAL GROUND PROP. TOP OF BERM 3 I -I I� r4frep ki PROP. SIDE SLOPE GRADE(3:1) REVISION re) \ PROP JUNCTION BOX. (SEE ELECTRIC L) \ \ OT ELECT. SERVICE TO \ �� JUNCTION BOX PROP. CONTROL PANEL W/METER (SEE ELECTRICAL) II I I PROP. 4" UNDERDRAIN 3:1 S=0.25% S=0.25% PROP. STM. SWR. INLET / SEE DETAIL SHT. 7 3:1 IFO 'BRIDGE COAT" OUTSIDE OF RET. WALLS PROP. REI 26 "I,. PROP CONST. JT. ROP. 10 PVC. PROP 2NEEP HOLE r , \ (TYP. EA. RET. WALL) I I--- PROP. IOJx'I8"CONC CULVERT C 4 /OUTLINE OF RET / WALL FOOTING II AJ,\ / I II II�PROP.4 UNDERDRAIN r ELECTRICAL SERVICE TO OVERHEAD r , LIGHTS (SEE ELECTRICAL) N PLAN VIEW i PROP. GRADE i BEHIND RETAINING / TOP OF a WALL e� CULVERT rr =iii PROP. PRECAST Idx 8' CONC. CULVERT-- m TOP OF PROP Z P.V.C. WEEP FOOTING HOLE (TYP EA.SIDE) v BY I DATE PROP. STM. SWR. INLET (TYP) (SEE DETAIL, SHT 7) DRAIN INV. (TYP)/ EL. -4.31 f PROP. CONTROL PANEL(SEE ELECTRICAL) T1 (MIN.) I ICE PROP (TYP.) OVERHEAD LIGHT (SEE _ 0 ELECTRICAL .,BRIDGE COAT" INTERIOR OF co CULVERT---. in' -n" fI PROP. 10" PVC./ S = 0.25% M SLAB INLET INV. EL.:-6.76 EL.:-5.14 INLET INV. EL; -5.17 SECTION A -A 1/4 = -0 DESIGNED BY'. NED DRAWN BY. BS CHECKED BY. DDC APPROVED BY ; WBM DATE : MAY 1987 6- p-a7 SERVICE FROM H.L.& P. PROP. SERVICE METER P OF" TAINING WALL PROP CONST. JOINT (TYP.) _ } PROP T JUNCTION ELECTRICAL) WALL) (SErOUNT O RE \ r LOCK OUT SWITCH SAFETY LEVEL EL. 3.5 eh TOP OF /FOOTING- r 4"UNDERDRAIN(TYP.) —PROP. SUMP PUMP SEE DETAIL, SHT. 7 NOTE: RETAINING WALLS ARE TYPICAL FOR SOUTH SIDE OF CULVERT AS SHOWN ON PLAN & PROFILE. NOTE: FOR ELECTRICAL DESIGN a INFORMATION, SEE SHEET 5 OF 7. �_ EXIST. ROADWAY PROP SIDE SLOPE GRADE (3:1)--� I (�_ PROP. 4° PV.C. FORCE MAIN SLOPE TO NATURAL GROUND PROP. TOP OF BERM I.SLOPE TO NATURAL GROUND 3 �I NATURAL GROUND ESPEY, HUSTON ASSOCIATES, INC. Engineering a Environmental Consultants HOUSTON , TEXAS CONCRETE NOTES I. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. 2. DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL BARS SHALL COMPLY WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. 3. STRUCTURAL GRADE CONCRETE SHALL BE CLASS "B" CONCRETE AS SPECIFIED,,AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,{ OF 4000 POUNDS PER SQUARE INCH UNLESS NOTED OTHERWISE. REFER TO CONCRETE SPECIFICATIONS FOR DETAILED REQUIREMENTS. 4. DEFORMED STEEL REINFORCING BARS SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM A615. 5. ALL REINFORCING STEEL SPLICES SHALL BE CLASS "C" UNLESS OTHERWISE INDICATED. STAGGER SPLICES SUCH THAT NO MORE THAN 25% OF BARS ARE SPLICED IN ANY GIVEN CROSS-SECTION. 6. TI-E FOLLOWING MINIMUM REINFORCING STEEL COVERAGE SHALL BE USED UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" 7. CONSTRUCTION JOINTS SHALL BE AS DETAILED AND AS LOCATED ON THE DRAWINGS. ALTERNATIVE LOCATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL. 8. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. 9. CONCRETE PLACEMENT IN HOT OR COLD WEATHER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE AS DESCRIBED IN ACI 305R FOR HOT WEATHER AND ACI 306R FOR COLD WEATHER CONCRETING. REVIEW AND ACCEPTANCE OF THE PROPOSED PROCEDURE WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE QUALITY OF THE FINISHED PRODUCT. 10. FORMED SURFACES THAT ARE TO BE EXPOSED TO VIEW DURING NORMAL OPERATION OF THE COMPLETED STRUCTURE SHALL RECEIVE A HAND RUBBED SURFACE FINISH CONFORMING TO ACI 301, CHAPTER 10 PARAGRAPH ON GROUT CLEANED FINISH. 11. UNFORMED SURFACES SHALL RECEIVE A STEEL TROWEL FINISH. C/TY OF LA PORTE 3 MUNICIPAL GOLF COURSE SHEET NO. GOLF CART TUNNEL- RETAINING WALLS OF 8 STRUCTURAL PLAN AND SECTION FILE NO. 10078 SHEETS (0 z ELEV.: 6.67 0 ELEV:-2.30 My ALT. #5 @ 12", I/2 WALL HT. /2" CONST. JOINT 3 CLR I/2 CONST, JOINT 22'- 0 #5 (a) 12" I T 3" CLR. # 7 12" (TOP) # 5 @ 12" ( BOTTOM) SECTION B SCALE 1/2''= C-O" 4 II-8 3r �3"CLR. #5 (ai 12" � I I -0 J REINF. FOR CONC. CULVERT L3'CLR. 3 C LR. I/2" CONST. #4 (cb 12 I JOINT SECTION C SCALE: 1/2 =1-0 4 DESIGNED BY: NED DRAWN BY: NED CHECKED By. DOC DWI B. E APPROVED BY : W8M M'SSC�STEONAL� DATE MAY, /987 NO.1 REVISION BY DATE eh 14 CLR. I f 3/4" CHAMFER � r RUBBED FINISH OR BRIDGE COAT ALL EXPOSED SIDES #5 (A 12" M N rz II EXTRA ALT. #5 (cD 12" ICU. FT/ II GRAVEL _ p I 2" PVC PIPE AT GRADE LEVEL J � J - 3 o° I #5 DOWELS (cb 6 N #5 DOWEL( 12" J , O U N #7 �a) 12' 1 %2 x 31/2 SHEAR KEY TOP/RETAINING WALL ELEV.: 10.17 ERT }_j ELEV:6.67 1/2" PREMOLDED JOINT FILLER (TYP. EA. CONST. JT.) 3° #5 (0)12" (TOP) ( I 3° CLR. #5 @ 12" E.W. (BOTTOM) VARIES 14" III (5-II" TO 11") SECTION D SCALE: 1/4'= I'd' 4 14 SIDE -SLOPE GRADE � 3 CLR. J U 3 M I� ELEV.: 10.17 r I #5 @ 12 a SET DOWELS IN 3/4°0 x 6° -m z #5 DOWEL (a) 6° HOLES W/ EPDXY #5 DOWELS Q 12" 0 II JI o � h a iro TOP/CULVERT A 1-T EL. 767_/ ROUGHEN SURFACE EXIST. REINF. FOR APPLY EPDXY BONDING CONC. BOX CULVERT AGENT. SECTION E SCALE I/2' = I-0 4 -16d NAILS, EQ. SPA. (0) 2'-0°C-C RETAIN FILLER. BOX CULVE RETAINING WALL /2"PREMOLC FILLER (PREMOLDED JOINT FILLER INSTALLATION) CONSTRUCTION JOINT DETAIL SCALE: 1/2 = 1-0 ESPEY, HUSTON & ASSOCIATES, INC. Engineering a Environmental Consultants HOUSTON, TEXAS C/TY OF LA PORTE MUNICIPAL GOLF COURSE SHEET NO. 4 GOLF CART TUNNEL -RETAINING WALLS OF 8 STRUCTURAL SECTIONS FILE NO. 10078 SHEETS NO. R.O.W. PROP. RETAINING WALL (TYR) _� ~�\ 2d-0 4 OVERHEAD LIGHTS a 3 EQ. SPA.-5d-d' \\\ (T P.OTHERSIDE) 30-0 CONC. \ \ CULVERT ,\ (TYR) PROP. OVERHEAD LIGHT ATYP.) (L PROP 8 CART PATH PROP. JUNCTION BOX PROP SUMP PUMP PROP 4" DISCHARGE PROVIDE 2-Z P.V.C. LINES FROM SUMP TO JUNCTION BOX FOR PUMP CABLES SUPPLIED BY MANUFACTURER. LEGEND e) CIRCUIT BREAKER MOTOR STARTER FLOAT SWITCH (NORMALLY OPEN CONTACT) FS cR CONTROL RELAY cT CONTACTOR 120V COIL Ms MOTOR STARTER COIL ,R, O% RUN LIGHT Ho HAND, OFF, AUTO SWITCH - oa AO TD TIME DELAY RELAY O ELAPSED TIME METER ETM CONTACT (NORMALLY OPEN) T CONTACT (NORMALLY CLOSED) -LTC 24 HOUR TIME CLOCK T TUNt ` (4 REQ D.) I 3/4"C. W/ 3-#12 THW PROP. 8'x10' CONC. CULVER y\ 2"C.W/II-#12THW I i .-�- PROP. CONTROL PANEL 1k'C. W/3-#6THW a I-#8THW SERVICE POLE SITE LAYOUT - ELECTRICAL N SCALE: 3/16"= I'_O" SERVICE POLE I%411C.W/ 3-#6THW a I-#8THW CONTROL PANEL NEMA 3R ENCLSR. 3P 60A LIGHTNING SURGEA 2P 20A 3P 15A ARRESTOR 4� p> T.C. HIGH WATER ALARM IPIDA )IPIOA iLS —JUNCTION BOX '—NORMALLY OPEN FLOAT /Y �. rvi C_. m IJ,.., SWITCH (FS-1) 1-#12 THW GND FS-4 FS-3 3 FS-2 I/3 INTEGRAL PUMP FLOAT SWITCH SUMP PUMPS ONE LINE DIAGRAM- PUMPS & LIGHTS DESIGNED BY : NED OF TF),No 1 y.. DRAWN BY NED 'i+ i 1 CHECKED BY: DOC 928CISTE pf�W APPROVED BY : WBM ml'h► ON...... DATE MAY, 1987 REVISION BY DATE MANUAL RESET 120V CONTROL FROM BREAKER ALARM 1 SILENCE FS4 SWITCH (SEE NOTE 4) CRI CRI • "CRI :E NOTE 3) FS I (SEE NOTE 1) CR2 - 0- 1I FS 2 (SEE NOTE 22) FS3 U (SEE NOTE 2) LIGHT ----fir-v RECEPTICLE 45HP PUMP IN JUNCT. BOX OL S p MSI I- CRI2-0 T MSI R �I v CONTROL DIAGRAM NOTES: I. FLOAT SWITCH #1 SHALL BE LOCATED IN BOTTOM OF THE JUNCTION BOX TO SHUT DOWN POWER IF WATER SHOULD RISE INTO THE BOX. CABLE TO FLOAT SWITCH #1 FROM CONTROL PANEL TO JUNCTION BOX SHALL BE WITHOUT SPLICES. 2. FLOAT SWITCHES #2 AND #3 SHALL BE LOCATED IN THE SUMP PUMP WET WELL. ELEVATIONS OF FLOATS SHALL BE DETERMINED BY THE ENGINEER. 3. CONTROL RELAY #1 SHALL BE LOCATED IN THE CONTROL PANEL AND SHALL BE ACTIVATED BY FLOAT SWITCH #1. WHEN ACTIVATED, THE RELAY SWITCH SHALL SHUT DOWN ALL POWER TO THE JUNCTION BOX. 4. FLOAT SWITCH #4 SHALL BE LOCATED IN THE SUMP PUMP WET WELL AND WHEN ACTIVATED WILL SET OFF THE HIGH-LEVEL ALARM PLACED ON TOP OF CONTROL PANEL. 25'TREATED WOODEN POLE ELECT. METER INSTALLED PER — H.L.aP. REQ'MTS. SURGE ARRESTOR SQUARE V J9200-10 OR EQUAL. 3/4%. W/ 3-#12 THW 2%. W/ 11-# 12 THW ESPEY , HUSTON & ASSOCIATES. INC. Engineering 8 Environmental Consultants HOUSTON, TEXAS CONTRACTOR SHALL PROVIDE id OF SERVICE CONDUCTOR OUT OF WEATHERHEAD FOR H.L.a P CONNECTION TO 120/240V, 30 DELTA TRANSFORMER BANK RISER CONDUIT W/ WEATHERHEAD BY CONTRACTOR 1-1/4"C. W/ 4-#6 /CONTROL PANEL W/ALARM LIGHT (/ r12' TREATED WOODEN POLE UNISTRUT OR EQUAL #8 STRANDED BARE COPPER w= .. 5 MIN. I 3/4 x 8 COPPER LA CLAD GND. ROD ELECTRICAL SERVICE DIAGRAM NTS Cl T Y OF LA PORTE MUNICIPAL GOLF COURSE ELECTRICAL PLAN AND DETAILS N I SHEET NO. 5 OF 8 FILE NO. 10078 SHEETS 37-/74& TO BAYPORT — TO SEABROOK TO BAYTOWN DESIGNED BY : HIED DRAWN BY : NED CHECKED BY: DDC APPROVED BY: WBM DATE IVAY,1987 e NN\\\ N WI. I .. ..... ......TY S.cisTEa,��s ��'S�OAIIiL E� NN4aas� SCALE: I"= 100d Mi� ROADCLOSED TO TYPE III BARRICADE DETOUR SPUR IrMI-6S 498 —CwI-I CWI-6 NOTES: I. THE SIGNS AND BARRICADES SHOWN ON THIS DRAWING CONSTITUTE MINIMUM REQUIREMENTS AND ARE NOT INTENDED TO. COVER SPECIAL CIRCUMSTANCES OR OTHER CONDITIONS THAT MAY ARISE DUE TO UNFORESEEN FIELD CONDITIONS. 2. THE CONTRACTOR SHALL PLACE AND MAINTAIN SUFFICIENT ADDITIONAL SIGNS, BARRICADES AND WARNING DEVICES TO WARN THE Pl BLIC AND PROVIDE FOR THE SAFE MOVEMENT OF TRAFFIC. 3. WHERE PROJECT REQUIREMENTS ARE NOT FULLY SATISFIED BY THE STANDARDS SHOWN HEREON, TI-E "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL GOVERN. 4. CONTRACTOR IS TO REMOVE DETOUR SIGNAGE AND BARRICADES PROMPTLY UPON COMPLETION OF CONSTRUCTION. 5. SIGN SIZES, COLOR, AND LETTERING SHALL BE IN ACCORDANCE WITH THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED AGENCIES 4E HOURS PRIOR TO CLOSING WHIARTON WEEMS BOULEVARD (SPUR 498). AGENCIES TO NOTIFY: CITY OF LA PORTE ...............PAT O'MALLY ......471-5020 HARRIS CO. ENGINEERING DEPT....LEROY HOWARD....487-2910 STATE DEPT. OF HIGHWAYS. BOB FRIZZEL....... 869-4571 & PUBLIC TRANSPORTATION ESPEY , HUSTON & ASSOCIATES. INC. Engineering 8 Environmental Consultants HOU STON , TEXAS MOWA MI-6S CITY OF LA PORTE MUNICIPAL GOLF COURSE GOLF CART TRAFFIC TUNNEL CONTROL CROSSING PLAN RII-2 DIM SHEET NO. FILE NO. 10078 E SHEETS NO. I REVISION I BY DATE "A" - BANK SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE MINIMUM DEPTH 5". "B"- BANK SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" - EARTH FILL PLACED TO NATURAL GROUND. MIN. 5" PIPE BEDDING DETAIL NTS GALV. 1/4" It COVER W/ SIDE SLOPE GRADE / 3x2� HATCH W/ HINGE, HATCH a LOCK. SIDE SLOPE GRADE--� (� GOLF CART PATH SUMP 5-0 11/2 CHECK VALVE 1 I I/2 UNION 11/2 ' TAP 4" ELL I 4!' UN ION I o z 0 300 L.F- 4 P.V.C. SDR 26 I t3 DISCHARGE TO POND C w 0 /( H 4 4" CHECK f 1 I c9 Q U VALVE — Ln ir00 II/2" I a 4 SUBMERSIBLE PUMP I Z II/2°SUBMERSIBLE PUMP (TYP.) u------ - j a 6"EMBEDMENT INTO —� o-i SLAB 6'x6'-6-6WWF SUMP PUMP DETAIL N.T.S. DESIGNED BY: NED DRAWN BY: Bs CHECKED BY : DDC APPROVED BY : WBM DATE : MAY 1987 e ... F "t �6 O.. k, .WIL.'....8.. ..... ��SSC/STE%i-"* k hHw`NAC sE�io/v Y Y T i • 13 J&' , PG AN crRAre 0 SECTION X--x ` 140AZTX 2 f/LLCD �xWCLs TO BE l4l rrale C7S HO��TdR�1 fl EACH 5/0E PROP.4"RUBBER CHECK VALVE - .L, } SEG710" B•B C NOTL l WALLS rO 6C C'27.vST.2UCr- ED, aF B' �'/C/C ,cGeSOn14Y. PROP 4" UNDERDRAIN STORM SEWER INLET DETAIL N.T.S. RFORATED P.V.C. DERDRAIN )R 35 SEPTIC TANK RAINFIELD PIPE) 71LTERFABRIC NIRAFI 140N OR EQUAL) GRAVEL 1/4!'LARGER THAN PERFORATION HOLES IN P.V.C. UNDERDRAIN DETAIL NTS. ESPEY , HUSTON & ASSOCIATES. INC. Engineering a Environmental Consultants HOUSTON, TEXAS H.M.A.C. PAVEMENT .15 GAL./S.Y. TACK COAT 1. LIME STAB. COMPACTED JBGRADE (6% LIME BY WT.) TYPICAL SECTION -ASPHALT PAVEMENT NTS. (ALTERNATE BID) I BOARD EXPANSION IT. Ca) 40'-0 C-C. TOOLED CONTRACTION IT, (D 8'-0.TC-C. 4"CONCRETE PVMT. W/6"x6" 6.6 WWF REINF. COMPACTED SUBGRADE TYPICAL SECTION -CONCRETE PAVEMENT N T. S. (BASE BID ) PROPOSED RAMP PAVEMENT DETAIL DAMP PROOFING ON EXTERIOR ALL SIDE PRECAST IO'x8' CONCRETE BOX CULVERT r-Im 2-0! I 4'-0' P.G.L. EPDXY BONDING AGENT CONC. PVMT. TO BE 2.1 a EDGE OF CART PATH IN TUNNEL It BRIDGE COAT" INTERIOR I 3"CONC. PAVEMENT W/6"X6",6-6 WWF REINF. BOX CULVERT PAVEMENT DETAIL N.T.S. CITY OF LA PORTE MUNICIPAL GOLF COURSE GOLF CART TUNNEL CROSSING MISCELLANEOUS DETAILS SHEET NO. 7 OF 8 SHEETS FILE N0, 10078 N0, I REVISION I BY I DATE -Terminol Ancnor rosy and Anchor *NOTE This dimension measured to center of splice when Terminal Connector is used. Provide 4 additional In end of Terminall Roll Seceetitlon 0 1 8-54' x 2" Bolts with 11111-2illil 40 Washers (2-2"x 3/4'x I'-2W PIafee may be used)C3�C:C:DC3;13 ®®®706 0 2" m S Ot 41/ Grade 3/Is Holes L 6"x6'0/8'x 1'-4/a Top of Bent to 701 or 2 its 6" x 6" x 5/,6"Welded to Anchor 700 or 6" x 12' x 5/16 Plote Bent to 70° W8 x 18 li (2'-4" Min.) II _ TERMINAL ANCHOR POST NOTE This Poet requires 4 additional Holes (Shop or Field) in the Terminal Roll member with 8-5/e" Bolts and v asher Plates as shown for attachment. Grade plrection of 1erminol Roll 8" y I -'7Terminol Anchor Post ii 11 30" Square x 2'-4" Deep it li or 35" Dio Round (Min ) by 2'-4" Deep Anchor I II II I 2,I4. _- Place Face of Post opprox on of Anchor I I i --1 — I 1" TERMINAL CONCRETE ANCHOR, 7'' Min Dio Posts Domed, or ,�--100 Beveled /--(I Orie 5/ Bolt w th I!4 OC wasne, 7/B hole in post (Min ) c, - 0 Edge of `^ a - Crown i i _ c I u) _ I I � I I I I I WOOD LINE POST T 2'4" oriable 6 3 6 3�6 1 -3 ------------------ :round line - ELEVATION O� 7 - a Terminal 4„ 1/2 Rail _ 4" Ter minol F� 10 x I/a' x I'-31/2�-- I" Holes Rail 2 o " f de 4 - 7/8' Bolts,—^�� o Terminal Connector 8 5 e it / 3/6 (See Detail) - Top of- Anchor II 2'-4' W8 x 18 (2'-4" Min ) I Ili i OPTIONAL TERMINAL ANCHOR POST NOTE This Optional Post requires the use of the 10 Go Terminal Connector with 4-''8' Bolts for attachment to the Anchor Pos,. NOTE: Either Post may be used with either Anchor. No Construction Joint is allowed in the Concrete Anchor. Terminal Roil may be bolted to Post and in twist position prior to placing Concrete Anchor. Upper 10" (Min.) of Anchor Post must be Galvanized. Terminal Anchor Post 18" Dio Round by 6-0" Deep or 16" Square by 5-0" Deep Anchor OPTIONAL TERMINAL CONCRETE ANCHOR Slotted Holes 29/32 X 1 %8 -� PFR W 6 x 8.5 o r W 6 x 9.0 Spacer 14" long 45 ° See Note 5/8" Bolt, Washer and Hex Nut, 3/4" \` 0 ( 3/411 X 1-1/2" Slotted hole optional ) holes in post and spacer I'-6;, Each spacer to be attached to Post with two 5/8'' Edge of i Botts staggered N crown --I 99 O a 1 \ c ,�q Edge of Crown I- C I Post to be a U-' NOTE 1 notched 3/4° ip I to provide flat -U' °N 13° Square top steel posts may be used I I surface for F� In lieu of beveled M Timber spacer r,? P. posts. N 7 i I T 61x6%14" treated o a 12" Dio.(Min.) I Timber spacer 1 c I W6 r e.5 or W 6 x 9 0 �I a� p X 5-6" long �-,/7 Min Dio Post N d Io b WOOD LINE POST STEEL LINE POST NOT NOTE (Blockout) (Blockout) When undisturbed solid rock is encountered the minimum depth of the hole shall be I'-6" Posts Domed or 3/4 r 101 Bevfled -+ One 5/8' Bolt r r with 13/4 "O.D ti washer, 7/8" vl -v 3 , hole In post a spacer (Min) C C 3; i 16„ 6 I/4 12 Sym A b't 17 " I /32 \( 15/16 R --- Neutrol Axis 2 5/16 - 31/4 „- yl g /16 NOTE Actual section may be slightly different depending upon the manufacturer SECTION THRU GUARD RAIL I� 1� Oval Shoulder Button Head III11I 15/8" � VCHOR OR SPLICE BOLT 5/8" NUT POST BOLT Similar except length ( 7/."Hex bolts required for Terminal Connector) q- Post POST CQNNT10N WOOD POST Wood Post May Be Domed, or Beveled —FT to - tf� M _T ,o Tolerance Neutral Axis Roll 2'6" � —� Neutral X 21/2" Post Bolt Slot Axis 3, 4 /., 4 1/.. 4 4„ t1 o o M 3" X 29/32'slots (j Beam I" DID Holes Eight 5/8 Splice bolts Element Four 7/8' hex anchor bolts required with nuts and washers 6,- 3„ required TERMINAL CONNECTOR (10 GAGE MINIMUM) 13'-6 I/2 6' 3" 6 I/4 3/4 "X 2 1/2 "Slots 4 %4 4 1/4 2 29, /32 X 1/e Slots 0 0 O O N o C o Permissible square punching guide hole, N" max ELEVATION OF NOMINAL 12 1/2 FOOT GUARD RAIL (25 Foot sections may also be supplied) r 4 I12 /T4 1/4 2y Post Bolt Slot /4 X 2 c2 CP I P > Direct cn ®` t © 1 of Troff.c cue„ CZ) i Slotted Holes Post 29/32'1X I II/ RAIL SPLICE or 10' Beveled GENERAL NOTES Post POST CONNECTION STEEL POST 1. THE EXACT POSITION OF GUARD FENCE SHALL BE AS SHOWN ELSEWHERE ON THE PLANS OR AS DIRECTED BY THE ENGINEER. GUARD FENCE SHALL BE TRANSITIONED TO A SMOOTH CONNECTION WITH OTHER GUARD FENCE OR STRUCTURE RAILING AS SHOWN ELSEWHERE ON PLANS. 2. AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENTS FOR THE GUARD FENCE MAY BE FURNISHED IN EITHER 12 11 OR 25 FOOT NOMINAL LENGTHS WITH POST BOLT SLOTS FOR CONNECTION TO POSTS. 3. BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE NUT AND NO MORE THAN 3/4" BEYOND IT. 4. THE TOP OF THE TERMINAL ANCHOR POST AND ALL STEEL FITTINGS THEREON SHALL BE GALVANIZED A MINIMRI OF 10" AS SHOWN. 5. WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS, THE DIAMETER OF THE HOLES AND THE MATERIAL FOR BACKFILLING SHALL BE AS DIRECTED BY THE ENGINEER. TIMBER POSTS SHALL NOT BE SET IN CONCRETE. 6. THE TEM41NAL ANCHOR POST SHALL BE SET IN CLASS "A", "B" OR "C" CONCRETE IN ACCORDANCE WITH ITEM "CONCRETE FOR STRUCTURES", OR SET IN CONCRETE IN ACCORDANCE WITH ITEM "CONCRETE PAVE- MENT". CONCRETE SHALL BE SUBSIDIARY TO THE BID ITEM REQUIRING CONSTRUCTION OF THE TERMINAL RAIL SECTION AND ANCHORAGE SYSTEM. 7. TIMBER POSTS MAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OR BOTH ENDS WITH HIGH SIDE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY MAY BE DOMED. WHEN "BLOCKED OUT", THE UPPER PORTION OF THE POST SHALL BE NOTCHED 3/4" TO PROVIDE FLAT SURFACE FOR TIMBER SPACER. A TOLERANCE OF ± 1/8" WILL BE PERMITTED ON THE NOTCHED PORTION OF THE POST. B. AN ANCHOR OTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION SIMILAR TO THE RAIL SPLICE OR SIMILAR TO THE TERMINAL CONNECTOR. 9. SPECIAL FABRICATION WILL BE REQUIRED IN INSTALLATIONS HAVING A CURVATURE OF LESS THAN 150' RADIUS. 10. POST SPACING WILL BE 6' - 3" EXCEPT THAT THE FIRST POST WILL BE 25' FROM THE TERMINAL ANCHOR POST AND THE NEXT TWO POSTS SPACED AT 12' - 6" WITH A MINIMUM OF 8 POSTS ADJACENT TO STRUC- TURES SPACED AT 3' - 1". 11. THE 10GAGE TERMINAL CONNECTOR MUST BE USED WITH THE OPTIONAL TERMINAL ANCHOR POST. =HER ANCHOR POST MAY BE USED WITH EITHER CONCRETE ANCHOR. 12. CROWN WILL BE WIDENED TO ACCOMODATE GUARD FENCE. 13. STEEL POSTS SHALL BE SET IN CONCRETE AND BLOCKED OUT. A W60.5 OR W6x9.0 STEEL SPACER SHALL BE USED WITH STEEL POSTS. CONCRETE FOR LINE POST FOOTINGS SHALL BE SUBSIDIARY TO THE BID ITEM "METAL BEAM GUARD FENCE". 14. WHEN n1ACKOUT GUARD FENCE IS SPECIFIED ELSEWHERE IN THE PLANS, A 6" x 6" x 14" TREATED TIMBER SPACER OF YELLOW PINE SHALL BE USED WITH WOOD POSTS. 15. UNIESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL BE BLACKED OUT SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND TIM FACE OF RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED APPROXIMATELY 21-INCHES ABOVE THE GUTTER PAN OR ROADWAY SURFACE. Approved; Xv%m 5/2i/8% SHEET 8 of 8 STATE DEPARTMENT OF HIGHWAYS ro AND PUBLIC TRANSPORTATION METAL BEAM GUARD GF(TD)-80 ON Cx DM Dw C■ ow -r e — C■ r DRAWING 0111116101 AEvISED REVISED FENCE vs $TATE FEDERAL AROACT NO e TEXAS e•.w COUNTY cart I KCT I AN ?6 -SoOZ - 3`6�1 77