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Home My WebLink About86-5002-88 CONSTRUCTION PLANS GOLF CART UNDER PASS AT WHARTON WEEMS BLVD.�� F 0 w Z Z a �N w� - a � � = m - g z z _ a m �g - o Q 6 a m III 1 1 W W Z O w Z uNi = ui f° - a � _ � � z d Z a � y w mW o �o z� ,00 d � W � � . 6 F— W � a �xg 3 �� N J � � c O O w wC9U� ',, ., s MORGANS " .'�,� POINT s+ � awr axt -� i.A PQRTE ,+C w, a oez __i i �e � r w+o[n.uK � y r.r s .. a �> _ � CITY OF LA PQRTE ' MUNICIPAL GOLF � � COURSE �; / o. I , ... m --------------,--. � •�• _ PROP. GOLF CART z ;+ `4 � UNDERPASS o �: - �-�- C-------e . arc,u.. _ .�,. a % �. _ ., e � •� arcs. r _ � � • ,q = g I � :, _ . _ .o.-= m e� ns � 8 " i =j • f / rnvi it � & -- £r- — s - ,. —� PROJECT LOCATION N.T.S. SHOtt�ACR' � _.� VICINITY MAP 14T.5 Qi L A \Qa�Q� CLP PROJECT O.: g�-5��=88 _ �� » a- i e� COUNCIL MEMBERS Mayor: Norman Malone Betty Waters B. Don Skeltoh John Lloyd Jerry Clarke Ed Matuszak Alton Porter Deotis Gay Mtke Shlpp City Manager= Robert T. Herrera G��V='S I ESPEY, HUSTON & ASSOCIATES, INC. ENS/NEER/N� &ENVIRONMENTAL CONSULTANTS HOUSTON,TEXAS SHEET N0. 2 3 4 5 +6 I 8 INDEX TO DRAWINGS �� ; �► 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 GE(TD)-80 . METAL BEAM GUARD FENCE Approved for the City of La Porte= Robert T. Herrera, City Manager MAY 1987 3S Sheet No: I' of 8 37- /� .. e ■ n � N �� w �w H w z Z a o m o E 00 � a o w w z � w � ?� a �� = a� = m = � � z _ z a � .m W � w - ow og - z� ¢¢ °� a Qag o�oLLZ� oog I m �c9ac� I 1 1 1 NOTE: ALL UTILITY COMPANIES HAVE INDICATED THAT NO FACILITIES Af-iE PRIVATE UTILITY LINES SHOWN � 4° PVC SDR 26 FORCE PRESENT ON WHARTON WEEMS .BOULEVARD r (SPUR 498). MAIN � CONTRACTOR SHALL CALL 2231►567 48 HOURS PP.lOR TO � ,DISCHARGE INTO EXISTING CREEK CONSTRUCTION FOR CONFIRMATION. - �.�� o°ta'S-2)-8� (APPROX. 300') Houston LigAtfng a Power Ca I I\lJ � f J J \ � A ggEntaa y - - � � � SPUR 498 - � � /nnm '-0- /.fnmAim. f�te��'el-1�! /�� fV:./. I rf.�� r /�� i ' WHARTON WEEMS BOULEVARD \ SCALES I°= 2d • I Ine.�� STA. 0+05 SOUTH - -. S UR 49 RO.W. i, 120 R.O. W. � ,SPUR 498 R.OW \ END CONC. CULVERT TUNNEL ' STA.0+05 NORTH BEGIN CART PATH o„t� ® Ball Tel ItC�� END CONC. CULVERT TUNNEL I\ o� I � Approvol only v°lid for croasieg ductlines unless - BEGIN CART PATH N Z Q wW 3 � Otha/w{aa noted. I � nn ��n�w� O Ail P_/IA�f1 All 1�// \1/AA11 Of1CT I-Rv�-tYiGlfit-oEr�m VVMf�V nf11{- ��/ 1rVVV rVJi VALID FOR (I) ONE YEAR ONLY LIMITS OF WORK AREA \ I ¢ o �� PER S.DH.P.T. STANDARD GF(TD)-80 \ LIMITS OF WORK AREA � N PROP. GRATE-T IN ETS m I / SEE SHT 8 \ � � SEE MISC. DETAI SH 7 � � CENTE I-25 BEAM SECT. i 2 "SAND BEDDIN� ��k � 5 - � OVER ULVERT al OMIT ' PROP. 4"GONG. PVMT. W/ G"-►,+gym =� - 0 �� w� .POST N rL OF CULVERT 5' PROP TOP OF BERM EL.II.O STA. I+65.33 SOUTH e : � �� W N\ w3 (TYP. TH SIDES) 11 y.. (TYP BOTH SIDES � OF ROAD) � END CART PATH THIS I a � �_ � CONTRACT ' PROP. CONC. z Ti /T , o � � HEADWALL .PRO 8 x 10 CONC. CULVERT o_ r*i 8 o CAST IN PLACE 5 GOLF � CART PATH PROP. 10 LF 10" V.C. � (BY OTHERS) (l S = 0.25 % PROP. 4" UNDERDRAIN I i CULVERT 0 OS 0+505 CART PATH I+OOg � � I+50S I+50N I P�.OART PATH-� 0+50N 00 _ _ + _ , - - i00N ___ 1 { 3:1 — ...,. — — _ ..,_ - ----- -- � PROP. 4" UNDERDRAIN - - i " STL. CASING J � � � ro _ � \ROF FULL RA.W. WIDTH � 8� GOLF CART PATH � 4" CONC. PVMT. ( BY OTHERS) � � P P. CO � PROP. 8" IRRIGATION ; � STA. I+59.58 NORTH , $ o HEADWALL WATER LINE r✓ � 2"SAND BEDDING END CART PATH THiS 5 z- a� (BY OTHERS) `�'`'�"'��` v' � � CONTRACT � � SAWCUT PVMT. . q (TYP.) N CART PATH TO CROWN (c� �- 81 � PG.L. • �� i a ROP. SUMP —___ � EDGE/EXCAVATION _ CROSS- oIDPE BOTH SIDES (ai I � � I PUMP �`"�"r ,;' ' ^ S =0.25 /o TYP.) � 3 3 .. SEE SHT. 7 i DETERMINED ROP. 3" SCK 40 �STL. � / -' � /�lJ � T�r�r \ BY CONTRACTOR cn � ¢ SLEEVE FOR 3/4' WTR /\�J � Cr�JJ/-'J�f � r• •...:: . ��° . � :. .:,, \ _ wF'"3 a ELECT. COND. nl i elne CI nnr� ITvn CONTRACTOR TO COORDINATE ROUTING LIMITS OF ASPHALT PVMT. TO BE � W o N onT�� OF FORCE MAIN W/ GOLF COURSE DESIGNER REMOVED &REPLACED DURING �� o �Nt- � BY OTHERS � 8'-O ' CONSTRUCTION. SEE SECTION A -A r z a � �� THIS SHEET. � �a� 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 4�59 LOCATED EAST LA FORTE MUNICIPAL GOLF COURSE OF BROAD WAY AND WHARTON WEEMS BLVD. ROD WITH INTERSECTION BEING A 5/8" IRON - BRASS CAP. 1978 NGS ADJU§T. DATUM ELEV.: 11.07 - . _ - __ _ - _ r . _ CONT ACT R SH LL RIF COV R - PR F16E--s LE-- - - - - - -- 50 _ - - - --- -- -- -- - - - - _ - F+ 3.58 i DEFT -PRl R T PRO ED► WI H _ t'= 2d ). Rtz_-- __ -- - 13 -- - __ _ _ _ - V..f:-S . I3 --- - --- � _ - - - - - - - - Z-- � - - EL _ 136 - � -- -_ -- -- -O. 4' - _ _ - _ - _ _ - � - -- -- E NE - __ I � _ _ - - -B E - - - - -- V.P.I. TA. I 6.5 N- P TOPE ERM PR . TO BER __ - E4. 9 - - - -- _ - - � — -- -- - �` _ 2 - _ -- - - SA 'L L' MT._ - -- -- --- - - - NAT U AL G UND - -- _. - --- - - - - - _ - TURA GRO D � _ -- - _ — - - - - _ - 2 -- - 2 _ 1 -6 - - - - -- - - - --- _ - _ - 9 -- -- -- - _ _ _ _ _ -- --_ -- __ - -- - -- _ __ , t - -- - _ -- - _ _ . 7 7 -- - -- - _ ... - - STA ASS , - - �- ,. SO L E - ... o I � (TYP. - - -- - 8 WTR. INE . _ �11 - TL. Z 2� --- - - - _..-- - - _ - P OP. 8 IRRt TION `' � _ - - - - - - - � � - -- Ee 5 .\ -_ _ � I � OP 2"S �0 rn m 5 -- - f . = TEE CAST G __- � 1 1. � / � 1 i -- __ _ —_ _ _ _ � ,r o I Oj _ M_ � -_ 1n _ 1� : - �g -- --- - __ _ - .._ _ - -v - PRO 3" TL. W TER INE ASI &�} '� cn: G �: a d. - - - -- . 3 � . � _ > t ~ rn . PR0 . EL C. �- _ - o � _ � , t- d• ow - - -� 3 -- -- _ _ o -� _, - -� - --" 4 d � - o -- _ -F m - - -_- �H -- - _.;:- � co - - r1 J n: J- � __ ': _ - - d J -w - - � � to h; - > W _a > w- > w __ wQ _ p-Z - - - -- x __ _ _ - - _ - -_. _ - _ - -_ _ - 1 1 - I __ - _ _- M � = 0. 5°10 CAS INP -ACE � - - �� - - _ � ' - _ � , CIE - OMPA TION FOR EMEN - STA - �o - - - - 0 � 0 - - _ CV 1 AND T0- E 95 /o OF MA)EI UM-- � -- - - - --- - - _ - � . � : -t PE S.D.H.P.T DWG SC - N13,( ' CO ER) > / ER : ST TH TE IC4 - - -- _ _ _ - - _. _ I _ - / - { TO- =90/° OF--_AXI UM ER __ - - - --- _ - - ---- --- - - _ - - _ \ - _ E - ST E H .. T TE -114 E. - - -- - - --- __ _ - - RAV L -- _ � _ � __ - - _ - NDE DRAT S � - -- . o .... - _ � r _ _ - - a _ -- -- _ --- - +.:., � _ - _,, � s o _ - ,; - _.. __ _ - _ o� - - IN RAVE THE GH S- /° _ _ 6 EME T�-T B-= - - _. - - - _ - .::-� _ _ _ _ I SE _ SH , _7) _ .25 V. I. ST 0+2 S - _ -AND -- EDDI G - _ -5 -5 -_- --- _--- - . .5 _ n - _ -- --- _ - _ -_ - � -- �N A- - ---- __- - --_ _ -_ _ - L.- 39-- _ -_ ! 0 0 -__ 1 50 u �_ O 0 _: - 6= 0.661 -_ _- - - - - - _ 0. 89` _ --- - - - :_: — -.. -- - - - - - -- ----- _- -_-. __-_ -.. -_.._ -- _ M _... N -_: -. .. ... -_ l N T. MA B_FI N.. -.. L _ - co - _ -.-_— _ -- - -. _.-. - - - _ - - - 7 7 - -- _ _ -- - � _ �_ + . t +50S I+OOS 1+50S JANUA Y 2 19 + It00N +50N OF LAPORTE DESIGNED 8Y: NED .eava�e,tteC r(1nr\/' GJrGT L j�[�\®n' n J 'V /� �'1�'1®C�/`TE�' INC• HJJ [i3O C/TY MUNICIPAL � SHEET N0. 2 GOLF COURSE _��°�.TF�.t DRAWN BY : NED �' ��°��•��-•� '°� Engineering � Environmento/ Ca�su/fonts CHECKED BY : DOC I M 8., RIARTY ,I• GOLF CART TUNNEL CROSSING WBM sas2e '� '� F <iC•''� of 8 SHEETS OOG B.ZO.E APPROVED 8Y : tti�ss��sTE@w`� HOUSTON PLAN AND PROFILE s .2av, a"/��ig.W.L. To Bc LoColad 30'Fro� B;c/D�RCHoz ,TEXAS r Add 8'" /rri W.G. 3!' PoL �/a!¢r E/eCt. l�rr/ >�rS.Of/P O�rmi( DDC '?O�8 MAY /987 h�NoNAL� FILE N0. . DATE : 5-'G1-8�/ 10078 N0. REVISION BY DATE a�- i�4G S i■ �� ■ w z z N �R a � _ = w _ �� - z z a m �¢ - � o 0o s 0 �� >W i Z a f � N t ¢z !�� = O_ ,� _ �I— a � _ a CA W = � _ Cn Cn � z _ a � Z a _ �g - W mm w Zfl =g - � o � � � a �� 0 ��_� N N ...i � I 0 0 1- � hO�M; I j SLOPE TO NATURAL GROUND 3' 3: I _ ,F 3• i PROP. TOP OF BERM = ELEV. i I.0 a a r a U W J 0 -� n: 0 a 9 F � / �� - ROP. 4' RV.C. DISCHARGE � !R \ PROP GRADE ELEV.-�" / �� \ (TYP.) S� 00.25% S=0.25% PROP. STM. SWR. INLET /// \ c� PROP. SUMP PUMP SEE DETAIL SHT. 7 \ \ � SEE DETAIL, SHT. 7 // \ �`. / / \ � \ \\ I' 0' 'BRIDGE COAT�� // / \� \\ �j. Fi"MIN. OUTSIDE OF / /pROP. RET \ RET. WALLS - \ PROP JUNCTION 80X. �2,26 / / (SEE ELECTRIC L) \\ CONST. JT. / / \\�'�?. ROP. IO° PVC. �/ / 0'� F / \ , \` A � _ .� _� r —.� / PROP 2°WEEP HOLE _ ELECT. SERVICE TO \ (� � ^i � � _ _ — _ _ L—�.) \ (TYP. EA. RET. WALL) JUNCTION %BOX — `� \ (`_.': C _ \ � __ i i `` 4 ��OUTLINE OF RET � �I ( — I \ / WALL FOOTING W/METER (SEE ELECTRICAL% � (( I � i;i ( I I /�,o�"� �/ it 1 � I �� 1J I �� II � lo- I \ � - `� I i \ � -- - I I I I-- I � - -- II I ( � �� II I 'PROP.10'x'8°GONG. II . Ii CULVERTS I ' PROP.4° UNDERDRAIN I ( I I ( � �"-pROP. 4" UNDERDRAIN ( 1 I ELECTRICAL SERVICE TO OVERHEAD LIGHTS (SEE ELECTRICAL) /N� PLAN VIEW / \ SERVICE FROM H.L.aP. SLOPE TO NATURAL GROUND PROP. TOP OF BERM I� ' GROUND PROP. SIDE SLOPE GRADE(3:I) N0. 1 REVISION PROP. CONTROL PANEL (SEE ELECTRICAL) OF CO ��l_c,ii 6" ��' PROP. GRADE i � BEHIND RETAINING � i � TOP OF a (MIN.) _ - -J� �\ WALL .�f CULVERT i � i;??;� � �(�"�ii i ✓ PROP. PRECAST 10'x 8' CONC. CULVERT m TOP OF PROP 2" P.V.C. WEEP FOOTING\ HOLE (TYP EA. SIDE) 'v -\C - _`_��_ - PROP. SERVICE METER PROP. CONST. '' � � � JOINT (TYP.) � o } ( RE� WALL)(SEE ELECTRICAL) \ r� F- 1 t•- LOCK OUT SWITCH I �, SAFETY LEVEL EL. 3.5 TOP. OF � � �FOOTI N!;- i � i� ( i PROP. STM. SWR. INLET (TYP) 17� PROI (SEE DETAIL, SHT. 7) � J PROP. 10" PVC. I DRAIN INV. (TYP)/ ___� SLAB / EL.�-4.31 INLET INV. EL.�-6.76 EL: -5.14 INLET INV. 10" P.V.0 El: -5.17 INV. ELF=5.I8 SECTION A -A I/4 = I -0 DESIGNED BY : NED ��....��s �gOFTF+000 DRANTI 8Y : BS a di,�p,........ o: ,® 0::. :. CHECKED BY : ODC �D '; ' ;' RI ' �; .. �.. 928 p APPROVED BY : WBM eBe .. �®S��t�,`�<v DATE : MAY /987 ®,��®�� BY DATE l,•2i-S% 10�� PROP. (TYP.) OVERHEAD LIGHT (SEE _ ELECTRICA "BRIDGE COAT�� INTERIOR OF m CULVERT-�. 10' -0° TOP/SUMP 4"UNDERDRAIN (TYP.) —PROP. SUMP PUMP SEE DETAIL, SHT. 7 � EXIST. R 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. 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 I 1, 3 �1 NATURAL GROUND ESPEY , H USTON &ASSOCIATES , INC. EngineePing � Enviror�mento/ Gansu/fonts HOUSTON ,TEXAS J CONCRETE NOTES . ' 1. 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 '8" CONCRETE AS SPECIFIED�AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28: DAYSH 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 OTHERWI� INDICATE0. STAGGER SPLICES SUCH THAT NO MORE THAN 25% OF BARS ARE SPLICED IN'ANY GIVEN CROSS-SECTION.. 6. THE 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 WRITINGTO Ti-� ENGINEER FOR APPROVAL. 8. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED ' OTHERWISE. 9. CONCRETE PLACEMENT 1N 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 TFE 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 JO PARAGRAPH ON GROUT CLEANED FINISH. I I. UNFORMED SURFACESSHALL RECEIVE A STEEL TROWEL FINISH.' C/TY OF LA PORTS MUNICIPAL GOLF COURSE GOLF CART TUNNEL -RETAINING WALLS STRUC�'URAL PLAN AND SECTION SHEET N0. 3 OF $ FILE NO._ 10078 SHEETS u � � i l ~I a w Z z� ��_ a ¢ _ = m = �� - Z Z • a 'm w "o - og a ¢ a I �Z WO W 'a O � I� �� ?� = H 'w m = V I� m - � _� � � � Z' - a �, Z � - a' a � > �m W� E¢ w __�J ��' Z � ¢ ¢; � a ��Z� � N J � I oOW� �nC��v i i �� 22�- 0" 'ice I _ � �3�� CLR. t-F-F �T �� __ fi�+r� fi �+r+�+�--r rrfi�=�fi — t��r�� _ � e ,� 1-- �� _ �� j T - _-- {-rum, , � � �_ a � _----- rr � +w+� � k r � _-- ?� i i i _ ___ m, I/2° CONST. 3" ( # 7 Cal 12° (TOP) CLR. `� #5 @ 12°(BOTTOM) SECTION B SCALES I/2°-I�O�� 4 %2�� CONST. O o_ �I jl i U ro I_ i _ #4C�il12° I I I I _ _. _.-- _. II I I �� I �� I I �� I �' I I I � � I �, t I I I _ � -�--� #5 DOWELS Cal 6� REINF. FOR CONC. CULVERT �I DESIGNED 8Y : NED DRAWN BY: NED CHECKED BY : DOC APPROVED BY : WBM GATE : MAY, /9B7 8Y DATE SECTION SCALE � 4 ��2f -8� I/2" CONST. JOINT N W a 10.17 ELEV�6.67 � �'.- / I/2�� PREMOLDED JOINT FILLER (TYP. EA. CONST. JT.) v ro 14�� CL'R. � 3/4�� CHAMFER _� r I RUBBED FINISH OR BRIDGE COAT ALL IEXPOSED SIDES 1 I #5 (cD 12�� r r I �° I M N I0' Z @ I, u a. V � (I EXTRA ALT. # 5 (c� I2 i CU. FT./ I GRAVEL F' ( 2° PVC PIPE AT GRADE LEVEL J � i ( #5 DOWELS (d� 6�� 3 i ', N o� _ CJ N a i � m L � "- a #7 Cal 12�� -""--I %2�� x 31/2�� SHEAR KEY >� --'�� 3�� ( #5 Cal 12° (TOP) ( I _I � CLR. r" #5 (al 12�� E.W. (BOTTOM) tQ VARIES 14�� II�� (5 -il TO II ) SECTION D SCALE I/4°= I-0�� 4 14° U I 3°CLR. BOX CULVE SIDE-SLOPE-y. GRADE m� ELEV. � 10.17 � � I I� — r ____ 1 #5 @ 12�� CV m z @ #5 DOWEL (al 6�� v �, �#5 DOWELS _ 12�� JI n. io iv � — — — `� EXIST. REINF. FOR CONC.BOX CULVERT SECTION E SCALES I/2 = I-0 4 � SET DOWELS IN 3/4��0 x 6�� HOLES W/ EPDXY TOP/CULVERT EL.� 7.67 ROUGHEN SURFACE APPLY EPDXY BONDING AGENT. -16d NAILS, EQ. SPA.Cit) 2� 0°C-C RETAIN FILLER. RETAINING WALL I/2�� PREMOLDED JOINT�„_� ` �' FILLER ��gt. ;;�: (PREMOLDEDJOINT FILLER INSTALLATION) CONSTRUCTION JOINT DETAIL SCALE�I/2 =1-0 ESPEY, HUSTON &ASSOCIATES Engineering � Environmento/ Ca�su/toms HOUSTON, TEXAS C/TY OF LA PORTE .INC. - MUNICIPAL GOLF COURSE GOLF CART TUNNEL -RETAINING WALLS STRUCTURAL SECTIONS SHEET NO. �, OF $ SHEETS FILE NO. 10078 39-/�4� w z Z N �� w '° _ a � � = m f z Z _ _ a m = a _ ❑ � o a O w Q a N W � 'Q i Z o w o � iv Z LL = N �� >= Cn w `° _ > J a _ o m Q x� cn� �Z Qw - p Zal d ti _ �z �w w __Zg og' fin. ¢ � �Q� `LL ��g oo�I—� j NJW I 11 p O J � �nC�w�n � I � I _I PROP. RETAINING WALL (TYP.) EXIST. R.O.W. 20!-0� 4 OVERi .\\ �\ ,. P.OTHERSIDE) � � � � , �` � � �` \�� /� i � ' ,�- PROP. OVERHEAD � PROP 8� CART PATH -y - � � � _ � i' (4GREQ�(p) R) PROP. JUNCTION BOX ( � � ' - 3/4°C. W/ 3-#12 THW ` I--------------------------------- � -- ,_� � _ PROP SUMP PUMP \ ,, "��pROP. 8�x10� CONC. CULVER �� 2°C.W/II-#12THW PROP 4°DISCHARGE---7�� f i �� // � �_ PROS CONTROL PANEL PROVIDE 2-2°P.V.C.LINES FROM /� �� I%4°C.W/3-#6THW131-#STHW SUMP TO JUNCTION BOX FOR / �� I < PUMP CABLES SUPPLIED BY / / � MANUFACTURER. � �� i � � SERVICE POLE SITE LAYOUT- ELECTRICAL N SCALE 3/16°= 1=0° LEGEND ,) CIRCUIT BREAKER 1 MOTOR STARTER'' - ----.----�.--- FLOAT SWITCH•(NORMALCY OPEN CONTACT) _ FS cR CONTROL RELAY Q CONTACTOR 120V COIL Ms ' MOTOR STARTER COIL .R. ,�� RUN LIGHT Ho HAND, OFF, AUTO S WITCH' oo-+ Ao To � TIME DELAY RELAY 0 ELAPSED7IME METER � CONTACT (NORMALLY oPEM T CONTACT (NORMALLY CLOSED) - �Tc 24 HOUR :TIME CLOCK T. TUNI SERVICE POLE o- � \ II %4° C. WI 3-#6 THW 8� 1-#STHW 3P 60A LIGHTNING SURGE \ 2P 20A ARRESTOR J %Y V. w/ C-�IL I t7YY� I - # 12 THW GND T.C. CONTROL PANEL NEMA 3R ENCLSR. i 3P 15A -3 (c� 3 E0. SPA. HIGH WATER `�_�� ALARM F�— )IPIOAI TO CONTROLS �� JUNCTION BOX WP NORMALLY OPEN FLOAT SWITCH (FS-U � OFS-2 I/3 _ INTEGRAL PUMP FLOAT SWITCH SUMP PUMPS ONE LINE DIAGRAM - PUMPS &LIGHTS DESIGNED BY : NED e�� R� OF 1 �y4, DRAWN BY: NED �: CHECKED BY : DDC I �'• M ...;.. aal APPROVED BY : I%'� ,��a �sC/STE! �D�AL DATE : ___ MAY, /9B7 REVISION 8Y OATS b'21-8� 1 FS4 MANUAL ^ (SEE NOTE 4) RESET {�� CRI rCR' 1 SEE NOTE 3) FS I (SEE NOTE I) CR2 �--�r-~-o-II- FS2 (SEE NOTE 2�_ �'I �m- A FS3 H (SEE NOTE 2) 0 O CR2 • • -• -� ALARM SILENCE SWITCH —i CRI 1----L�---i_t- RECEPTICLE -%3 HP PUMP IN JUNCT. BDX OLDS MSI I- MSI R i CONTROL DIAGRAM NOTES• ___ I. FLOAT SWITCH �I SHALL BE LOCATED IN BOTTOM OF THE'JUNCTION—_.___-___ BOX TO SHUT DOWN POWER IF WATER SHOULD RISE INTO THE, 6OX. CABLE TO FLOAT SWITCH 4�1` FROM`CONTROL PANEL>TO JUNCTION BOX SHALL BE WITHOUTSPLICESG; 2. FLOAT SWITCHES 4F2 AND ;<�3 SHALL BE LOCATED IN THE SUMP PUMP WET WELL.' ELEVATIONS` OF FLOATS SHALL BE' DETERMINED BY` THE ENGINEER. 3: CONTROL RELAY ;'�I SHALL BE LOCATED IN THE CONTROL PANEL AND. SHALL BE ACTNATED BY'FLOAT SWITCH �I' WHEIV ACI'IVATE15, THE RELAYSWITCH SHALL SHUT DOWN ALL POWER TO THE JUNCTION BOX. 4. FLOAT SWITCH 4I4 SHALL BE LOCATED IN THE SUMP PUMP WET WELL AND WFEN ACTNATED WILGSET OFF THE HIGH-LEVEL ALARM PLACED ' ON TOP OF CON I ROL' PANEL: f,,, CONTRACTOR SHALL PROVIDE I0� OF SERVICE CONDUCTOR OUT OF WEATHERHEAD FOR H.L.a P. CONNECTION TO 120/240V, 30i DELTA TRANSFORMER BANK RISER CONDUIT W/ WEATHERHEAD BY CONTRACTOR CONTROL PANEL W/ALARM LIGHT 25�TREATEO 12� TREATED WOODEN POLE - WOODEN POLE ELECT. METER O UNISTRUT OR"EQUAL INSTALLED PER —� H.L.r?�P. REO�MTS. SURGE ARRESTOR SQUARE �D' #8 STRANDED BARE COPPER J9200-10 OR EQUAL. � i 5�MIN. � I 3/4°x 8� COPPER ' 3/4°C. W/ 3-#12 THW i_� L.; CLAD GND. ROD _ __2�C. W/ 11-#12 THW..... ELECTRICAL SERVICE DIAGRAM NTS �; • : � • � _ Engineering � Envirav�mento/ Cc»su/fonts HOUSTON, TEXAS C/TY OF LA PORTS MUNICIPAL GOLF COURSE ELECTRICAL PLAN AND DETAILS N SHEET N0. OF $ FILE N0. 10078 SHEETS '; 1� i 1 I 0 z z �� w ,_ a � '' � m �_ 2 a > � �m og � a ¢ �� -. - TO SEABROOK rn 9AYTOWN � ulu�u ST Uf-.lu u E ST. y F ST. u~i � �❑� ST u�❑ H ST �u ST a� l ,� �� Sl -'\ I K ST.AIRMONT PKWY. (�r CENTRAL PAR K I O z 3 x w � a � — � � 0 I m EDGEWOOD TYPE I II BARRICADE W/ � I RII-4 � M4-IOL �LA FORTE CITY LIMIT 150�± CONC. CART PATH � 1200� ± (SPUR 498) WHARTON WEEMS BLVD. / � 130� PRECAST Six 10� CONC. I 80X CULVERT 150�t CONC. CART PATH 750� 750� TYPE III BARRICADE W/ RII-4 a M4-IOL �0 3�� \ � a � �� I� o• � � MC CAGE RD. M4, ' 1 cH'i.s k�tij/`� �.8 N o `/ M/�ss n"' � � m N ?� i � _ B R//.2 �� v N0. I REVISION. ' DESKiNED BY : NED DRAWN" BY: NED CHECKED- 8Y: DOC APPROVED BY: WBM DATE : MAY /987 CRESCENT VIEW �� DATE 3.2/ SQ " MI-8S Wl CW20-28 •8 W/ MI-6S a _� SCALES 1��= 1000� r—RII-4 -... -� ,� ��'', ,_� ��,. ��=� ,_,�'� TYPE III BARRICADE M4-8 MI-6S I -I CWI-6 0 NOTES: . 1.- 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' • r PUBLIC AND PROVIDE FOR THE SAFE`MOVEMENT OF TRAFFIC. 3. WHERE PROJECT REQUIREMENTS ARE NOT FULLY SATISFIED BY THE` STANDARDS SHOWN HEREON, THE'- "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 48 '` HOURS PRIOR TO CLOSING WHARTON WEEMS BOULEVARD (SPUR 498): AGENCIES TONOTIFYa CITY'OF LA"FORTE .. ; O'MALLY ............PAT ......471-5020 HARRIS CO. ENGINEERING DEPT....LEROY HOWARD:.:.487=2910 STATE DEFT. OF HIGHWAYS.. '......BOB FRIZZEL.......869-4571 ' &PUBLIC TRANSPORTATION ESPEY, HUSTON &ASSOCIATES EngineePing � Enviro»menio/ Ca�su/Fonts HOUSTON, TEXAS 20-28 MI-6S - SPUR 498 ��RI I - 2 ROAD ' CLOSED �NC. C/TY OF LA FORTE MUNICIPAL GOLF COURSE GOLF CART TUNNEL CROSSING TRAFFIC CONTROL PLAN �HEE7 N0. 6 OF $ SHEETS FILE NO. 10078 i a n N W ow Wo z - z a m r �w = O O 0 i a aUULUU Y YX lcflcloolcl1.1❑ x :. to 0CID 0� O 2' H.M.A.C. PAVEMENT 000130 ❑ "A" tot BANK SAND PLACED BEFORE PIPE IS LAID UP TO 00013❑[� FLOW LINE OF PIPE OR ABOVE MINIMUM DEPTH 511 "B"- BANK SAND, THOROUGHLY RODDED PLACED: x 0.15 GAL./sY. TACK COAT PC.AfJ AFTER PIPE IS LAID. R B a "C" - EARTH FILL PLACED TO NATURAL GROUND. GfZ.�TB 6° LIME STAB. COMPACTED SUBGRADE (6'/o LIME BY WT.) sscr/OA/Y-Y 56 OrION JC.Y TYPICAL SECTION -ASPHALT PAVEMENT 1 u NT.S. ArOA'TXAZ fTLG�/D ` (ALTERNATE BID) 6" tootootawe•Ls 7v BE 4rG ex'd'L75 IAloalod t •fY EACH 'S/OB :, d J', . .. 4 u v I° BOARD €XPANSION JT 8'-0" C-C. ::.' ' ACTION JT. TOOLED CONTRACTION 1ir . 1 6„ IV0M I {PALLS rV BB C t4Sro('0G7� Cd) 40 -0 C-C. � @ m : 1 - ® %. EO, of"B" Sr2/CAC Ao(ASONRY. = > PROP. 4° RUBBER . a• CHECK VALVE �� '� u 4"CONCRETE PVMT. W/6'z6, 6-6 WWF REINF. „PROP.4 UNDERDRAIN : of of lid II COMPACTED SUBGRADE a _li _ Woo - MIN. 5° • TYPICAL SECTION - CONCRETE PAVEMENT to Woo. 4 _ — -to — -- NT.S. PIPE BEDDING DETAIL sEcron/ 4000 (BASE BID) NTS STORM SEWER INLET DETAIL N.T.S. PROPOSED RAMP PAVEMENT DETAIL WOMEN -- ....BOX CULVERT 2'- 0" PRECAST 10BO LOW,4"PERFORATED P.V.C. CONCRETE BOX UNDERDRAIN CULVERT GALV. 1/4" It COVER W/ 7to (SDR 35 SEPTIC TANK °BRIDGE COAT" DRAINFIELD PIPE) INTERIOR SIDE SLOPE GRADE 3'x2 HATCH W/ HINGE, HATCH (MIN)DAMP PROOFING & LOCK. SIDE SLOPE ON EXTERIOR ALL SIDE GRADE w:o� pa o o. . GOLF CART PATH SUMP �'q �o.do:�p� 8 0 �� 2-0! 4-Oo oc; ;'�D 8 op$ba FILTERFABRIC �''=�:• (MIRAFI 140N OR (TYP.) o.a• / EQUAL) 5'-0' I I/2"CHECK o:o,ebo� o($oo o ; VALVE o8;a�: :° o:p �; .:.Qeo,o•� o p:o.;• GRAVEL I/4'LARGER P.G.L. 1, I V2"UNION ogb?�o• °RO'0' THAN PERFORATION HOLES 'P:goGO•.;O..eb000:.po 0.. I/2" TAP 4 E( 4 UNION ( o z ='g' IN P.V.C. 300 L.F-•4"P.V.C_SDR 26 I c~j o�. O�: Wei4= °n:_.Oc:°o — -,� w - AGENT BONDING EPDX DISCHARGE TO POND C U) 4 CHECK ' VALVE - io w 3"CONC. PAVEMENT 0 II/2" I a a a�OEDGE VOFCARTEPATH W/6°x6",6-6 WWF REINF. 4''SUBMERSIBLE PUMP 2' IN TUNNEL 1I/2'SUBMERSIBLE PUMP I (TYP.) UNDERDRAIN DETAIL 6"EMBEDMENT INTO N.T.S. ON SLAB BOX CULVERT PAVEMENT DETAIL It 6"x6"-6-6WWF N.T.S. SUMP PUMP DETAIL N.T.S. DESIGNED BY: NED _,�,,...,,'+ E PEY HUSTON ASSOCIATES' INC. CITY OF LA POR COURSEMIND SHEET No.. �T dimp�00 �°FTF; S MUNICIPAL GOLF DRAWN BY: 8S Ss0`' '_ Engineering 8 Envirav MIMO® Ca7SWOWS CHECKED B� : DDC Wll I B. GOLF CART TUNNEL CROSSING •• FCC OF 8 SHEETS APPROVED BY : WBM s h�s•.5 HOUSTON, TEXAS MISCELLANEOUS DETAILS DATE tootoo MAY 1987 11pN MALE FILE N0. 10078 NO, REVISION by DATE rr ■ N z �� a w q o _� �_ - z Z a m �w x o,� �g - a � I W W o O� � E- � t- �- �LL Z N Q U' � =w w� - („) a w = 0 z =� � W � z _ Q u- Z n. � • a 'm t W Q � R �Q Z C�9 l o 0 g �o w o Q�g 'i� ',... N J Fa-� � ,,I i 1 r: 25' � t--Terminal Anchor Post and Anchor variable *NOTE Thla dtmsnraton mooeurad to center of splice when Tevmtnot Connector is used. Provldo 4 oddlt(oasal PBpp fw ®wd �_�- of Terminal Roll tioenon � �------^� o � 8-S/e" x 2" Boltt wllh ®-2�°s 1°M►O�Mrs (2-2"x 3/Is x I'-2�h° Plolme may DO usodi� �� ®®� � O 70° 2" m 5 of q'/ " F,2 2 12 �— � Grade ,�� 'silc Holes � ti -'" ,/�, I� � L 6"x6"z�/a'x I'-43/s' II Top of � � ,° Bent io 70° or 2 t�.s II Anchor 2 -q 6" x 6" x 5/i6 Welded to II 70° Or 6" x 12"x S/ib I I Plate Bent l0 70° II W8 x 18 I) li _ TERMINAL ANCHOR POST NOTE Thlt Poq requires 4 additional Hobs (Shop or Field) in the Terminal Roll member with 8-S/®" Bolts and Y.osher Plate6 as shown (Or,attaChmenf. Terminpl Roil '. T�¢cT"�Co.� Gmvd''— puection °t 8„ �—� —Terminal Anchor Post '� II 'i U it it 30" Square z 2'-4" Deep I � it II �-�-- or 35" Dio Round (Min,) �� ( by 2'-4° Deep Anchor 2'- 4" �' II I it I, � PIDCe FDC! Of PDSt Opprox. ii It`----- _----�— on � of Anchor TERMINAL CONCRETE ANCHOR --j o� n_' m .� 7"M�n Duo Posts Domed, Or :M - � �10° Beveled !-, �Jne 5/ 801t =,� T. f.. i w.tn I �,� �OD �: washer, 7jB -Q f hole in post _ _ I (Min ) c (V � � i Edge of -- crown a' � ' :� I � I i -`�, � I _ i I fV I ( M I I i I i J WOOD LINE POST 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 Golvoni2ed. 18° Duo. Round by 5'-0" Deep or 16" Square by 5'-0" Deep Anchor OPTIONAL TERMINAL CONCRETE ANCHOR Posts Domed O r 3/ " 2 of 12 - 6" Term i no I Rail 6' - 3„ ELEVATION �-- — 12 '/2 '= --� Post Bolt Slot I ., r 2- 4 �4 4 lµ �'� 3� „ X 2 I c„ � � I Oval Shoulder � y Button Fieod IIII) I �5/8" � - � � I D�rect�cn Variable � o � � � of Troff�c ANCHOR OR SPLICE BOLT 5/e" NUT a �'' `' " � POST BOLT :Similar except length Slotted Holes �- Post -. _� � (7/B Nex bolts reyulred for Terminal Connector) 29/g2 X I I/8 �/ y.� �r0und line - ,- - �� RAIL SPLICE / .I �—Domed or 10° Beveled fl' 10" x �/4' x 1'-3�/Z' ,rGrade 8� 5 0 0 u it Top of � Anchor (' -3�/i (,/� i �•___-__:� Il 7 ,'' u - `,� Terminal I" Holes —"'�"" ' 1 12 4 - �/8' Bolts--.+--'r� 2 �o o ' i � Terminal Connector i� ;/16 � (See Deta i 1 ) o � - 'll � _' .v t a . i ,� ,� •III b o .� I I I ( II I II I 2'-4" II �W8x18 �I � ' I� (2'-4" Min ) Ii , � i OPTIONAL TERMINAL ANCHOR POST NOTE Thi; Opt�onol Post requires the use of the 10 Ga Terminal Connector with 4- �'8' Bolts for attachment to the, -•Anchor ?osl. Terminal Anchor Post 2 %4„ Slotted Holes � Sym Ab�t 29/32 X 1 %6„ \ IO° I 17 „ t � I /32 L � ; IS/ „R - - --- � '/fig 3/e 11R � 15/I6 R Neutral Axis �� NOTE Actual section may be slightly different depending upon the manufacturer. SECTION ��HRU GUARD RAIL CE Post P T C NN T N W Wood Post Moy Be Domed, or Beveled .��_� rn� �Q to tIo _�- 1 �oToteronce Neutral Axis M ._.-_. ___.__ _-_ �� 3 � � — � 3„ � 2,�,. � R o I I ---� - 3/� x 21/2' PDst Balt $lot Neutral Axis 3" 4 �/^ 4 I/' �-f-q"-1�-•I -_ _� o o \ � ° ,.I .-t. o _°--� W 6 x 6.5 o r W 6 x 9.0 Spacer 14° long o -- 10 Bev led ; � _� M — f � 45 ° See Note � "- One 5/8' Bolt _ = j with 13/q 0.0. � r` f 5/8" Bolt, Washer and Hex Nut, 3/4" � '�. 3" x 29i�'slors r� seam I" ono. Hol•s � _ ' �� u 5 Element 7" washer, 7/8"� � � (3/4 X 1-1/2 Slotted hole E�ghr /e Sp,ice bobs Four /8 hex anchor bolts � `'_7 3 � h01e In post f� requved with nuts ono washers --� w _ _ -+ �4 spacer (Mint � ( �� optional) holes in post and spacer required � � � � _ ' N I� 6'� Each spacer to be ottocned f � I-6' N to Post with two 5/8" TERMINAL CONNECTOR `- � (10 GAGE MINIMUM ) o I Edg own � ,a _ -,Bolts, staggered � \ � a I d c yoi �;� -Edge of Crown 13'-6 1/2„ � Post to be a I " 13 � I _ �. 1- I �� 6 /4 6'-3" 6'- 3" 6 /4 /4 "X 2 I/2 "Slots � � � I I notched 3/4 � �'�� .., NOTE � I ,� , �� 29 I „ v I' I to provide flat ;� � Ga � � Square top steel 4 /4 4 /4 2 /32 X I /e =N I �d Ij� posts may be used Slots I surface for °� h ° �n lieu of beveled o 0 0 0 '''� I � Ttmber spacer = r.�? ° posts. o �' o � I o I" o -� I I N 'o ��--12" Dio. (Min.) :� N 6°x 6°z 14p treated �.� � n o• o I o I o �- I I Timber s ocer I I E �:t S�W6 r 8.5 or W6x9.0 0 0 0 0 - � �� ; P� ��,° X 5=6"- long Permissible square punching �•=t/7 Min. Duo Post i� ��_ b � guide hole, '�" max WOOD LINE POST STEEL SINE POST ELEVATION OF NOMINAL fBlockout) (Blackout) 12 I/2 FOOT GUARD RAIL NOT E When undisturbed solid rock is encountered (25 Foof sections may also be supplied) the minimum depth of the hole shall be I'-6" L � 1 POST CONNECTION STEEL -POST 1. THE EXACT POSITION OF GUARD FENCE SRALL HE AS SHOWN ELSEWI�RE ON THE PLANS OR AS DIRECTED BY THE ENGINEER. GUARD FENCE SHALL BE TRANSITIONED TO A SMOOTH CONNECTIQi WITH OT1U3R GUARD FENCE OR STRUCTURE RAILING AS SHOWN ELSEWItERE ON PLANS. 2. AT THE OPTION OF THE CONTRACTOR TItE RAIL ELEPENTS FOR THE GUARD FENCE MAY BE FURNISHED IN EITHER 12 11 OR 25 F00T NOMINAL LENGTHS WITH POST BOLT SLOTS FOR CONNECTION TO POSTS. 3. BOLTS SHALL BE OF SUFFICIENT r�NCTH 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 MINIlRIt! OF 10" AS SHOWN. 5. WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS, THE DIAMETER OF THE HOLES AND THE MAIERIAL FOR BACKFILLING SHALL BE AS DIRECTED BY THE ENGINEER. TIMBER POSTS SHALL NOT BE SET IN CQICRETE. 6. THE TERMINAL ANCHOR P06T SHALL BE SET IN CLASS "A", "B" OR "C" CONCRETE IN ACCORDANCE WITH ITEM "CQ7CRETE FOR STRUCTURES", OR SET IN CONCRETE IN ACCORDANCE WITH ITEM "CONCRETE PAVE- MENT"'. CONCRETE SHALL BE SUBSIDIARY TO THE BID ITEM REQUIRING CONSTRUC"�TON OF THE TERMINAL RAIL SECTION AND ANCHORAGE SYSTEM. 7. TIMHER POSTS MAY BE B3VELED AT APPROXZtiATELY 10 DEGREES ON THE TOP OR BOTH ENDS WITH HIGH SIDE OP TOP OF P06T 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 O47 THE NOTCHED PORTION OF THE POST. 8. AN ANCHOR QTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION SIMILAR FO THE RAIL SPLICE OR SIMILAR TO THE TERMINAL CONNECTOR. 9. SPECIAL FABRICATION WILL BE RF.QUZRED 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 ANCROR POET AND THE NEXT TWO POSTS SPACED AT 12' - 6" WITH A MINIMUM OF 8 POSTS ADIACENT TO STRUC- TURES SPACED AT 3' - 1 �". 11. THE lOGAGE TERMINAL CONNECTOR D1UST BE USED WITH THE OPTIONAL TERMINAL ANCHOR POST. ZITHER 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 W6x8.5 OR W6x9.0 STEEL SPACER SHALL BE USED WITH STEEL POSTS. CONCRETE FOR LINE POST FOOTINGS SHALL BE SUBSIDIARY TO T[� BID ITEM "METAL BEAM GUARD FENCE". 14. WHEN ALOCKOUT GUARD FENCE IS SPECIFIED ELSEWItERE IN THE PLANS, A 6" x 6" x 14" TREATED TIMBER SPACER OF YELLOW PINE SHALL BE USED WITH WOOD POSTS. 15. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OP CURffi SHALL BE BLOCKED OUT SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BEi.OW OR BERIIID THE lACL OP RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE P06T BOLT IS IACATED APYR[�IMA?ELY 21-INCHES ABOVE THE CUTTER PAN OR ROADWAY SURFACE. Approved kr3A�1 5/7i/8% SHEET 8 of 8 ,� STATE DEPARTMENT OF H16HINAYS AND EIC TRANSrORTATION Os D��wiNc c. Dr+- oRrox�xc Ow RtviS[D Cx Dw REVISED GUARD FENCE O � sriTt rtD[Ru �ROdttT Mo • T[x1f _-- COUMI �,��,��„—^ �.� 1 CQ7Mf. I f[LT ,qs �6 -.SooZ - 8�