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Home My WebLink AboutF216 PHASE 1 - LINEAR DETENTION PLANSPROJECT LOCATION .' / �cE of re * 4P:........... �9 *;• � _,* GLENN A. CARLSCN '': o't 36793 S/CN ,/�! 1' B'nkiy_ DETENTION DRAWING INDEX DRAWING N0. DESCRIPTION 1 COVER SHEET 2 QUANTITIES 3 GENERAL NOTES 4 � PROJECT LOCATION MAP 5 - 6 CONTROL MAP 7 TYPICAL CHANNEL SECTION 8 - 12 PLAN VIEWS 13 - 17 PROFILE VIEWS 18 �5TORM WATER POLLUTION PREVENTION PLAN 19 r/ STORM WATER POLLUTION PREVENTION PLAN DETAIL S .20 � TYPICAL OUTFACE DETAILS ` 21 CONCRETE CHANNEL LINING DETAILS 22 �H 146 CONTROL STRUCTURE 23 � STREET CONTROL STRUCTURE 24 - 30 CROSS SECTIdNS a DRAWING 1 OF � 0 ,. , _: ,� i '� ,' �- Sheet No: 2 -t�-:-.; 30 of 4 �t. i GENERAL NOTES � �, 1. THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE PROJECT LIMITS WILL BE DETERMINED IN THE FIELD BY THE OWNER PRIOR TO CONSTRUCTION ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD, PROJECT SCOPE AND QUANTITIES MAY VARY FROM THE. PLANS AND/OR CROSS SECTIONS. THE OWNER RESERVES THE RIGHT TO ADJUST PLANS AND QUANTITIES AS NECESSARY. 2. PROJECT CONSTRUCTION PRIORITY WILL BE DETERMINED BY THE OWNER. 3. FENCE AND/OR OTHER ENCROACHMENTS INTO THE RIGHT-OF-WAY ARE NOT TO BE REMOVED UNLESS OTHERWISE STATED ON THE PLANS. ACCESS IS LIMITED TO THE AVAILABLE RIGHT-OF-WAY UNLESS OTHERWISE STATED ON THE PLANS. ANY ADDITIONAL OR ALTERNATIVE ACCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. DO .NOT ENTER PRIVATE PROPERTY WITHOUT PROPER AUTHORITY FROM THE OWNER. 5. IN CASES WHERE FENCE REMOVAL" IS INDICATED ON THE PLANS, THE FENCE SHOULD BE REMOVED AND PLACED NEATLY ON THE ADJACENT PROPERTY. 6. THE OWNER WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRIPPED VEGETATION AND TOPSOIL. UNACCEPTABLE MATERIAL WILL BE REMOVED AND PAID AS EXCAVATION AND ' DISPOSAL. MATERIAL FOUND TO BE ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON . SITE. NO SEPARATE MEASUREMENT AND PAYMENT WILL BE MADE FOR STRIPPING, STOCKPILING AND PLACING MATERIAL FOUND TO BE ACCEPTABLE FOR REUSE. THE COST FOR THIS WORK WILL BE INCIDENTAL TO RELATED PAY ITEMS UNDER SPECIFICATION SECTION 02315 LISTED ON THE UNIT PRICE SCHEDULE. 7.. RIPRAP REMOVED DURING EXCAVATION FOR CHANNEL REPAIRS SHOULD BE STOCKPILED FOR REUSE. PAYMENT SHALL BE AS EXCAVATION AND FILL (ON -SITE MATERIAL). 8. IN AREAS OF SINKHOLE AND JUGHOLE REPAIR, EXCAVATION IS REQUIRED TO EXPOSE UNDERGROUND VOIDS. SINKHOLES OCCURRING OVER OUTFACE PIPES WILL REQUIRE EXPOSING THE PIPE AND POSSIBLY REPLACING THE BAND COUPLER OR COLLAR AS DIRECTED BY THE ENGINEER. 9. DEEP PLOWING (IF NEEDED) THE INTENT OF DEEP PLOWING THE SLOPE OR BERM OF A CHANNEL IS TO BREAK UP THE DESICCATED SOILS AND TO ELIMINATE ANY VOIDS, OR _RILLING CLOSE TO THE SURFACE OF THE SLOPE OR BERM. THE CONTRACTOR WILL DEEP PLOW THE SLOPE OR BERM TO A MINIMUM DEPTH OF 2' IN AREAS CONTAINING VOIDS AND/OR RILLING. IN AREAS OF VOIDS ONLY, THE SURFACE FROM WHICH THE 2' OF DEPTH IS MEASURED WILL BE THE LEVEL OF THE SURROUNDING SOIL. IN AREAS OF RILLING, THE RILLS WILL FIRST BE KNOCKED DOWN AND LEVELED OFF. THE 2' DEPTH WILL THEN BE MEASURED FROM THIS NEW SURFACE. THE CONTRACTOR WILL DETERMINE THE MEANS AND METHOD FOR DEEP PLOWING. 10. THE LOCATION AND GRADE OF THE BACKLSOPE INTERCEPTOR STRUCTURES AND `SWALES SHALL BE AS DIRECTED BY THE ENGINEER AT THE TIME OF CONSTRUCTION. 11. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, THE BACKSLOPE INTERCEPTOR STRUCTURE SHALL BE SET AT A MAXIMUM DEPTH OF 2.5 FEET AND THE MINIMUM GRADE FOR BACKSLOPE SWALES SHALL BE 0.2%. � ` 12. THIS PROJECT IS TO BE CONSTRUCTED FOLLOWING HARRIS COUNTY FLOOD CONTROL'' DISTRICT STANDARD SPECIFICATIONS, 2005 EDITION. Rev.I Date : I 'f 5 it SCALE: NONE �E OF TF I JOB No.: 108700 �P''•............'�-9 �•''•.. � FILE: DWG\GENNOTES.DWG * `� ___ _ _ i DATE: 11-20-6 JGF _____ _ A. A LSDN •o ; 36793� ; ¢• � � ! � CTB FILE: LAPORTE—F �'o'•.:P�c. F.o."��u LAYER STATE: MASTER �SS ONAI. E�G`I�� I Description APP• PC3: 7502234 � i` i ___ .. "la's ,- G `,,,� ... H .� , UTILITY NOTES `�� , CAUTION: UNDERGROUND. GAS FACILITIES CENTERPOINT ENERGY MAIN LINES (INCLUDING -UNIT GAS TRANSMISSION AND/OR , INDUSTRIAL GAS ..,SUPPLY CORPORATION, WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE .LOCATION ONLY.' SERVICE LINES USUALLY ARE NOT SHOWN. •THE CONTRACTOR SHALL CONTACT�THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR 1-800-669-8344: A MINIMUM OF 48 • HOURS PRIOR TO CONSTRUCTION TO NAVE MAIN AND SERVICE LINES FIELD LOCATED:. • WNEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT .VISIBLE, CALL (713) 967=8037 (7:00 A.M. TO 4:3OP.M.) FOR STATUS- OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. -WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF - CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING . , NON -MECHANIZED EXCAVATION PROCEDURES. WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, -SUFFICIENT- SUPPORT MUST BE PROVIDED TO THE FACILITIES;; TO PREVENT EXCESSIVE STRESS _ ON THE PIPELINE. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS .FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. WARNING: OVERHEAD ELtG I KI(,:AL rAC:ILI I ICJ OVERHEAD LINES MAY' EXIST ON THE PROPERTY: CENTERPOINT ENERGY HOUSTON ELECTRIC, , LLC HAS NOT ATTEMPED TO MARK THESE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT THE � _ CONTRACTOR SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. SECTION 752 OF THE TEXAS HEALTH &SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. ', � � � , SBC COMMUNICATIONS. INC. , I'li' °` 1 ,,, THE LOCATIONS OF SBC COMMUNICATIONS, INC. FACILITIES ARE SHOWN IN AN APPROXIMATE WAY :ONLY., TH,E CONTRACTOR SHALL DETERMINE THE., EXACT LOCATION BEFORE COMMENCING. WORK. THE CONTRACTOR SHALL �BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED . BY THE FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. �i ! I � � , _ � i l THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF SBC . COMMUNICATIONS, INCH :FACILITIES, ALL EXCAVATIONS SHALL BE ACCOMPLISHED USING ,NON; MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, .::THE CONTRACTOR SHALL EXPOSE THE SBC COMMUNICATIONS, INC. FACILITIES. WHEN .:;SBC ,COMMUNICATIONS, INC. � FACILITIES ARE EXPOSED, THE CONTRACTOR SHALL PROVIDE SUPPORT, PTO, PREVENT DAMAGE TO CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR , TELEPHONE POLES, THE CONTRACTOR SHALL BRACE THE POLES FOR SUPPORT. � + ..',�. �; I: ! a I I. i i . i .. . _ . sheet No., .r B � n k' ey � F216-00-00 LINEAR DETENTION �� &Barfield; .., : � c�nr of LA , PORTE � y_ .3., . 'consulting engineers,' '� �� A, �� GENERAL. NOTES SHEET * . �' � 1710 Seamisi��Dtive'��Houston, Tax6s 77b08 www.binkleybartield.com � � � � � � � � � �f 30� is .. ._ +: ' ;. , i .. _: ! , .. • ; 1 '9 � r � r .. � . r •.. • v � ..: ,• ., ` -t. .. r . .. -.�% c c c L� L '�'h t�; .- . ... 1 � � ., .,. �. FILE: DWG\PROJECT-LOC.DWG * � • � ,�, h �' �� . { Q DATE: 3-17-6 JGF * LENN A. CARLSON � , •8cB11"fle'C� � � � F216--00-00 LINEAR DETENTION CTB FILE: tAPORTE-F -oi'-" 3sis3 ---'� � � I T, O � � � O �� LAYER STATE: MASTER ��• �F�'/stER�`•�•�'�'� ! ' consultin engineers ' �" Rev. Date Description q �S •"' •� G� PP• PC3: 7502234 S/oNAL 6� r ry • • � t710 Secmist Drlve Houston, 7exa9 770J0t! www.b � � � � � � � ' �-`� ,; - �� - tnkleybortield.com � �� , ;,. PROJECT LOCATION MAP _: ,; .,.: • ___ __._ __ - - _ __ _..__ __ ;, __ .. ` '.. _ -. _ , • ti • .t _.__. ._:.___-_-.._.._ h � ` s 4 c .. `�;; . l -.;1 tYI ' J:. + � �•1 li;: t_ ' .h' ij :� ,� �, �i .I IF I IF IF s F. 'c'FV _ , : • to +I I IF Is I IF IF I N: 13811504.5652 N:.13812238.5249 N: 13812244.2690IF , E: 3228238.5650 E: 3228199.4729 E: 3228307.3201 --'I IF `�"'" PI STA. 115+13.20. N: 13812362.9324 IF 0 50 100 200 N: 13811943.3460 E: 3228326.0353 iiiiFma N: 13811511.2135 IF. E:. 3228278.3281 STA. 119 +51.4% SCALE FEET E: 3228363.3881IF N: 13811502.9968----------- -----I Its IF* END PROJECT E: 3228379.8534FeeteF ' N: ' 13812369.0921 I CONTROL POINT 6457 _ �3 N: 13811332.3222 ' 114+ ' E:..3228300.6717 IF E: 3228388.9437 ( 2" 8826 04 _ N: 13812370.4218 ELEV• 15 = 17.4450 ottee/ E 3228325.6364 N: 13813794:0985 IF N: 13811338.9705 - - - - •N p9 ``� • � , E: 3228241.8319 � . , _ .... � E: 3228513.7668 N: 13811971.4134j- � N: 13812221.0596 E: 3228354.8997 E: 3228341.6030 F216 PHASE I BOUNDARY I N: 13811918.1467 ' E 3228482.9139 ( N: 13812221.9638 - _ - - - E: 3228358.5790 . PI STA. 110+71.58 No 1381229699303 I N: 13811511.6419 E: N� 3228354.5908 �- _ �- N. 13811039.3922 E: 3228371.3815 N: 13812319.0501 Q - - -too E: 3228529.7181 - - - - - - - - - -) E: 3228373.8590 = N: 13812366.4729 N: 13811043.6472 N: 13811922.4016 Jj�( E: 3228392.5087 Q E: 3228609.6048 p� E: 3228562.8007 PI STA. 119+51.47 = ' 0^X N: 13811443.0810 N: 1*381197890618 N: 13812366.4759 PI STA. 125+12.51 PI STA. 130+68.04 N: 13810983.7321 .� / ' E: 3228588.3302 E: 3228479.7227 E: 3228392.5099 N: 13812921.5273 N: 13813476.9431 E: 3228612.7960 U E: 3228474.2969 z E: 3228463.2116 N: 13810990.3804 E: 3228737.6191 ^� Lil f`� F216 PHASE I BOUNDARY n /�)V) h 0 if f IF N: 13811460.4198 E: 3228913.8688 SURVEY CONTROL POINTS COORDINATES ARE BASED ON NAD 83 _ ELEVATIONS ARE BASED ON NGVD 29 (1973;ADJUSTMENT) N. 13811360.5640 (� E: 3228919.1873 IF IF Z PI STA: 104+62.45 O - - - - - N: 13811175.5766 (� POINT ID NORTHING FASTING ELEVATION DESCRIPTION i � E. 3228879.4168 ' CONTROL POINT 7851 ELEV. = 17.6140 N: 13811367.2126 ! , :.. , • , ,, i , ! N: 13811067.7471 E: 3229044.0154 ' E: 3229060.0234 ! ' N: 13811067.6343 E: 3229059.9665 : I . N: 13811075.1336 _ ; F216 PHASE I BOUNDARY E: 3229200.7669:NFe --NOTE: 1. ALL DISTANCES AND COORDINATES ARE PI STA. 87+09.11 , :1 i )SURFACE. 13809113.0415 N: 13809444.7686 E: 3229083.8198 I E: 3228837.6098 PI STA: 89+44.79 ` N: 13809680.1116 IF E: 3229071.2850 1,11! PI STA. 85+35.95 I ' - - PII STA. 93+93.32 + N: 13809290.5821 N: 13810128.0898 E: 3229162.6320 I ! E: 3229093.4850' ._ 10gg 369) 1-- 8 00 I �� 98±�� N 11.33 0 4677" W ZIF IF N 0 255.6733 W N 02'S- _p 3. ' 235.67660) 29 93+00 , ..----� STA. 83+00 61,05> 27s ----- �- _ , IN f Fee IV BEGIN PROJECT ( ��F0000_---------- _ - /ote N: 13809448.9410 ! ), i i . O E: 3229162.2039 I �\ N: 13809870.1838 11111 too E9* 3229139.7677 N: 13810133.8574 N: 13809392.6743 E: 3229201.8216 I 1 OFF . E: 3229199.2991 N: 13809876.8321 --�'- - - - - - No 13810534.4981 I E: 3229264.5908 N: 13810136.4641 E: 3229203.2049 I E: 3229250.7623 - - - - - - / �N: 13809400.7027 1 N: 13810233.9327 E: 3229350.0354 E90 32291762034 F216 PHASE 1 BOUNDARY N: 13811015.2185 2 SH 146 N: 13809200.9859 N: ' 13810375.3760 E: 3229203.9581 p• E: 3229360.6727 E: 3229192.3178 Et 32290539.0890 ti N: 13809205.4802 N: 13810398.5264 N: 1381289.4028 `1� D E: 3229444.9475 E: 3229206.7112 N 13811018.4097 � N: 13809145.1346 N: 13810434.6654 f N: '13810486.1541 Er"3229263.8732 E: 3229440.1619 E: 3229217.1628 E: 3229218.6458 SCALE: AS SHOWN OF T� JOB No.: 108700 -' •'• . Sheet No:° I FILE: DWG\CONTROLDWG * n'ey F216-00-00 LINEAR DETENTION 0 IF DATE: 11-17-6 JGF CLENN 9. CARLSON &'B a �, e' C ( 1 1 ' OF LA P O \ 1 E , CTB FILE: LAPORTE-F �:. 367s3-w;' 5 �Fc, o-� suiting engineers CONTROL MAP LAYER STATE: MASTER '''^ S76R 'G�? SS/0 AL 1710.Seamist Drive. ttouston, Texas 77b08'Www.binlde grfieldaom' (SHEET 1 OF 2 Rev. Date Description App. PC3. 7502234 of 30 , IV IF i IF IF 4 IF IF I p ,' ��'� ".',.: � . ' ' ,? i _ r x �' �., i �� f. i i i I•.f �, ' 1= •,-, j�'. . ,, PT= N13809196.79 E3228863.19 ., , : 1 , ... ,.. �. ' ,' 1 .. .. � .. , ,, .. _ ,:. „, 0 60 ` 120 � 240 � . ... � - ;� �.. _ SCALE FEE - PT= N13811543.11 ' E3228266.55 ` PC= N13811519.47 . E3228292.85 _ , i PT= N73811065.37 PT= N13811523.05 • E3228547.36 E3228360.02 STA, 119+51.47 PC= N13811059.70 PC= N13811504.80 EN17 •PROJECT E3228553.67 E3228385.43 P1= N13811909.79 t E3228247.02 - � " , � , •PT= N13811062:25 PI= N13811465.47 E3228601.60 E3228393.87 , PC= N13811037.67------------------, . E3228628.95 PT= N 13811369.91 . � E3228398.96 .. I . PT= N13811009.71 PC= N13811346.27 ( 11 a" 'tom _ � `, , E3228630.44 E3228425.25 • � _ _''�- '----_•.�` PC= N13811004.03 � �\ E3228636.75 PI= N13811351.96 - - � • , E3228532.10 p I PT= N13811008.98 ( �\�� - E3228729.62 �" ' ' 1� I PI= N13811959.43 I-1 PC= N13810984.40 E3228355.54 E3228756.97 - - PT= N13811964.11 ' - E3228443.41 � PT= N13811513.87 PC- N13811940.48 PI= N13810599.11 E3228488047 E3228469.71 � E3228777.49 pp � . PC= N 13809177.88 � x PC= N 13811465.49 E3228884.25 F216 PHASE F BOUNDARY - ^ ( ' E3228537.24 PI= N13811905.32 r-------------------------�---------- --- -- -- � / i E3228467.62 � C� �ii I �� V I P1= N13809184.72 � p / I UUU � ; E3229010.41 ' .,� �� ' PT= N13811446.47 . • 1 p4 00 � o E3228877.56 ///j/ •! � � 00 . _.----•" _'_..-...----' • � ��" I PC= N 13811422.83 \�� // 8 0 �;,.�-- 9S .. � '� � E3228903.85 �� 93+00 • -"'""�� \ >;j P1= ` N 13811347.94 E3228907.84 STA. 83+00 � � � � - - - - • - - - - - - ��' FT= N138t 1351.93 BEGIN PROJECT I � , - - - - - � �-----�--•� _�----._, • � `� , E3228s82.78 I �� Pi= N 13811055.01 I PT= N13809475.36 � ,,,� �� E3229048.62 PC= N13811350.04 ' " E3229133.76 ' - �� E3228984.89 PC= N13809442.69 PC- NE3229813.48 " 1 � `� � , PT= N13811330.70 SH 146• --- Rev.l Date Description ' E3229127.59 PT= N 13809901.18 � E3228985.92 E3229136.97 - - - - - - - - - - - - PC= N13809920.76 ' ' � PC= N13811294.77 E3229168.41 PC= N13810380.44 + S ' ' E3229025.88 PT= N13810010.96 E3229169.95 PC N13810914.14 PT= N13811061.18 PT= N13811295.19 E3229215.39 PT= N 13810387.53 i u � i �' 229257.41 E3229164.46 E3229033.83 E3229172.20 �' '� PC= N73810010.96 PC= N73810416.07 PT N13810943:25 pC= N13811037.55. PC= N13811293.43 , E3229215.39 .. E3229187.58 s E3229242.45 E3229190.75 E3229035.93 PT= N 13810088.27 PT= N 13810475.22 " i' � � � PC= N 13810971.03 ' E3229201.83 � E3229194.28 E3229207.71 ,•,•, PC= N13810106.61 PC= N13810530:15 " i�' ` PT= N13811000.14 � � • E3229187.37 E3229178.72 i E3229192.74 � , PT= N13810125.23 Pi= N13810685.54 , E3229178.18 E3229269.59 , , x ; PC= N 13810221.95 ' E3229153.53 ` - PT= N13810236.62 ,, i � � E3229152.58 , SCALE: AS SHOWN JOB No.: 108700 FILE: DWG\CONTROL 2.DWG DATE: 3-17-6 JGF CTB FILE: LAPORTE-F LAYER STATE: MASTER APP• PC3: 7502234 Rev.l Date MINIMUM WIDTH 12' ,MEET EXISTING NATURAL GROUND -� NOTE 6 w a a PROVIDE TURF ESTABLISHMENT PER STANDARD SPECIFICATION 02921 FOR � DISTURBED AREAS. WITHIN F216 .PHASE 1 BOUNDARIES -- EXCEPT CHANNEL AREA BELOW WATER LEVEL — I NOTES: I EXCLUDE TURF ESTABLISHMENT IN i CHANNEL AREA BELOW WATER LEVEL ' I 1. MINIMUM TOP WIDTH OF BERM IS 12'. ,SLOPE TOP OF BERM AT 2% TO DRAIN INTO I BACKSLOPE DRAIN SYSTEM.. NO CLEARING AND GRUBBING THIS AREA 50' 2. BACKSLOPE SWALES SHALL HAVE SIDE SLOPES NOTE 10 NOTE 9 � NO STEEPER THAN 3:1. SLOPE BACKSLOPE" SLOPE TO DRAIN TO CENTER OF 12' SECTION AND FORM SWALE DRAINING TO PROPOSED INTERCEPTOR STRUCTURES. SLOPE NO STEEPER THAN 2%. PROPOSED TOP OF BANK ELEVATION SHOWN IN PROFILE AND CROSS SECTIONS EXISTING CHANNEL NOTE 7 NOTE SCALE: AS SHOWN �E OF JOB No.: 108700 P''••• FILE: DWG\TYP CHANNEL SEC.DWG DATE: 12-1-6 JGF � o :. 3675 CTB FILE: LAPORTE—F s'o`••.?'F LAYER STATE: MASTER '`c�s�rst, S ONAI Description APP• PC3: 7502234 PROPOSED , CHANNEL " � NOTE 5 NOTE 3 SWALES TO DRAIN TO INTERCEPTOR STRUCTURES WITH NO POCKETS OF STANDING ' WATER. ' 3.' EXCAVATE TO PROPOSED FLOWLINE AS SHOWN l � _ ADD COMPACTED FILL AND CONSTRUCT BERM NOTE 1 � IN PLAN, PROFILE, AND CROSS-SECTION WHERE REQUIRED TO RAISE TOP OF BANK T0, 12' MIN. � DRAWINGS. ELEVATIONS SHOWN IN PROFILE AND CROSS 4. SIDE SLOPES VARY AS SHOWN IN PLAN AND SECTIONS -_ �____ 2i � CROSS-SECTION DRAWINGS. SIDE SLOPES TO ' � NOTE 2 BE NO STEEPER THAN 3:1. 5. SLOPE NO FLATTER THAN 2% TO DRAIN TOWARD PROPOSED FLOWLINE. NOTE 4 NOTE 6 6. INSTALL DRAINAGE STRUCTURES WHERE SHOWN IN PLANS. SEE "TYPICAL OUTFACE DETAILS" • ' SHEET FOR MORE INFORMATION. a 7. INSTALL BACKSLOPE DRAINS WHERE SHOWN IN ' �. z PLANS. TERMINATE DRAINS AT BOTTOM OF s o m I w 8. INSTALL 8' WIDE X 20' LONG BED OF RIPRAP, (� GRADATION 1, ON GEOTEXTILE FABRIC. a 9. 'CLEARING AND GRUBBING IS CONFlNED TO A '� to STRIP 50' WIDE ADJACENT TO THE TOP OF ' THE PROPOSED CHANNEL BANK FROM STA _ � � 83+00 TO STA 115+00. 10. TREE AND STUMP REMOVAL WITHIN INTERIOR NOTE 7 OF SECTION IS INCIDENTAL TO EXCAVATION ANI OFF -SITE DISPOSAL. NO DIRECT PAYMENT FO ; 20' . I V i! r: TYPICAL CHANNEL SECTION ! NTS ! 11; I , I Sheet ,No Y F216-00-00 LINEAR DETENTION &�arfield cin of �a FORTE ' ,consulting engineers _ � :.TYPICAL' CHANNEL SECTION ,' -' - 1770 Seamist Or(ve Houston, Texas 77008www.binkleybarfleld.eom • - - - , 30 t of � t 67 4 TYPICAL OFFSITE DITCH INTERCEPTOR STRUCTURE STA 85+48.55, 159.76' LT F216 PHASE I BOUNDARY ��. PROP. TOP OF SLOPE REMOVE AND DISPOSE�QF EXISTING MANHOLE �ND `. EXIST 42" PIPE. CUT EXISTING 36" RCP. `\, INSTALL PROP. 6' DIA. MANHOLE AND 42" CMP OUTFACE � STA. 83+78 MATCH EXISTING TOP OF BANK ELEVATION. � �\ \`� PROP 42" CMP-______ ,\ `` �__ .NOTE SEE SHEET 22 FOR CROSS SECTIONS A -A AND B-B. SCALE: AS SHOWN JOB No.: 108700 Q FILE: DWG\PP-1AA.DWG DATE: 3-17-6 JGF CTB FILE: LAPORTE-F LAYER STATE: MASTER Rev. Date Description App. pC3: 7502234 L `, ; /.� ,.. .: .\ ♦\ �� /� PP \ \� � . / ` !_� `\ v`� � f \ v_ � � \ _ - � �.\ i / \� `� STA_85+10.98 183.7T LT. \ � � `\` SD / - . � � � �ti ., �, y 6" CONC. \\ 1, S�,C� SLOPE STA. $5+70.31, 1 .12 LT. � ! ' I"� PAVING EL = 13.75' \\ � '� ' �� ' A �\ �, �`V 22 _ . , 8" ' C C. SLOPE PA � _ \ � / ,`�' /� END EINF CONC BO , FL TA. 86+35.05 .73' LT., L. E 3.60 �''� \\ � �� ,� `,\ ��_ � -3' x 5' (85 LF REINF CONC qiy, �\ ,' - - - - --- ' \ ,/ �� P /' �'' \ \ \ \ STA. 83+78 8 � MATCH EXISTING TOP OF BANK � �-- �. -., _.____�- x0 D4 WATER VALVE (WV) \ � FIRE •HYDRANT (FH) ` / / �\ \ �pO�S � _ DITCH FL OC� ® BOREHOLE (B-19) \�o-. TYPICAL OFFSITE DITCH � '' � � POWER POLE (PP) \\s INTERCEPTOR STRUCTURE BEGIN REINF CONC BOX \ qti � � FL STA. `85+67.40 38.47' LT. 8 � DOWN GUY (DG) STA 85+68, 92.25 RT \ \, `9x � ,`P \\ / �. � i, � {; t ; ! ;, , `i � `� ! CN CABLE TV PEDESTAL (( QED) \\� ' � \ ` PROP. TOP; OF SLOPE \ �` � ® WATER METER (WM) \\ ` % \ � � � �(/J, Q GAS METER (GM) RIPRAP GRADATION 1 ON `�� /'� .�G y GEOTEXTILE FABRIC SO - Q� J ® DROP INLET (DI) \ 4 � `` ' \ �P� �\ � �� ; i , ,, ; � � ! 12' MAINTENANCE I BERM ,(TYP.) \ y ® SANITARY SEWER MANI- )LE . I'y 'i+, � ;,: �,., \� i I �� S STORM SEWER MANHOL /°�\ ;� , j' � F216 PHAS�I BOUNDARY �. \: �`� � � .. I '� ,�,C. \`� '� / \ ��` QT TELEPHONE MANHOLE �l '� 'r .' � � �, \ PROP. FLOW LINE ` �t �` I'' �%` . �' / RIP -RAP & GEOTEXTILI h Tr, � , ,/ \ \ ` Q "; i � "\ ��,. � � � � j , — - - — TRACT BOUNDARY � r, y � . -------- �1 ,I . � � --- CULVERT PIPE (CP) I �\ r � \ � / � i ; - WATERLINE (WL) �� l � I t +' 1' �� y STORM SEWER LINE (c -M) �` 6 `1: i ,r,. ' , .I i -- SANITARY SEWER" LINE ;SAN) r . � , �. ,: , ?, -- . OVERHEAD ELECTRI ,." .. / ," ,+ ; _ _. .. � — — " ,GAS LINE (GAS) + � , *> :; .�E OF TF , 1 � ( ' , � , � Sheet No . . h : � <, � TIO *; - °. F216 00 00 'LINEAR DETEN N - G NN A. CARLSON &Barfl�Id �.cin'� of � PORTS s . _ , 36�9s""' � i, . � PLAN :VIEW , ��-..:� o:. , r�n:-1, in n ineers <,'. �- o .,F� ��,: �, consult 9 e ,9 . �. ... sTE.. �. `. : ;::. �: ' ;} BEGIN PROJ.ECT''TO STA. 90+00� �' SS�ONAL � � t7t0!Ssamfst Drive ,Houston, Texas 7700ti,www.6lnkleybartteid.com t I - pf 30 � ... - . 1 : �.:.. r .. , L, � F ! :, � + �. .. .. , '.: +. . f� ,.I i 't ..I .�, ,; ,- . ... ; . •r '{: l' . ,. �4 `. .' . I V C C C SCALE: AS SHOWN JOB No.: 7 08700 FILE: DWG\PP-2AA.DWG DATE: 11-17-6 JGF CTB FILE: LAPORTE—F LAYER STATE: MASTER Description APP• PC3: 7502234 I m �i ! m i ,„ i �E.�F,rF ca`4P. y� ! M 131R!NN A. CARLSON •o �. 36793 �O•••'�F/'/STERF.�•'�� SS/ONei'..�C`G�a � ., _l J � ° :�' �,`i � ;. k t•Y:: i�� r � � i �i �� 4 WATER VALVE (WV) �}— FIRE HYDRANT (FH ® BOREHOLE (B-19) POWER POLE (PP) DOWN GUY (DG) CN CABLE N PEDESTA.(CPED) ® WATER METER (WM: GAS METER (GM) ® DROP INLET (DI) ® SANITARY SEWER M NHOLE 0 STORM SEWER MANIOLE QT TELEPHONE MANHOI= — -- — TRACT BOUNDARY -------- CULVERT PIPE (CP) --- WATERLINE (WL) STORM SEWER LINE (STM) — — SANITARY SEWER Llt E (SAN) I:, Rev. Date SD�TH 12TH SIRE ET SOUTH 11 Description 12' MAINTENANCE BERM (TYP.) —_ _,,,, TYPICAL BACKSLOPE � �q%` ' ---►�� --- INTERCEPTOR STRUCTURE ' �� ' ,'_ "�—�--....� --- .� � —,__ STA 103+16, "169' LT PROP. TOP OF SLOPE PROP. TOE OF SLOPE <, r Otjx / 86.00' RT ' 101 +00 _ ..._1 2+00 ___ ._ ......_ 1 3+00 ... .. 1,04 .00 _ ..� �\ � � " I m PROP. FLOWLINE � ' �' STA 102+90 I ` '' O �� `` ' zr I 42.00 RT �' \\ � / \\ .., ODDS � \\ Ia \ ... i \\\ � I "o ;. .. TOP OF BANK } ��" � � / \\ ,.,� --... W B-19 1: ' ',- � � --y DITCH Fl TOE �.,!� � � �C ��;Xp ' i � D4 WATER VALVE (WV) _ ,O\\�,� _"�--_ TOE ' � Cc� 'TYPICAL .BACKSLOPE I m -�-' FIRE HYDRANT (FH) ' �\\ �------"" _ ; �'r \\ ..INTERCEPTOR STRUCTURE WOODED BARRICADE i �' ofTCH FL \�\ �' STA 105+93 i � � F"` ® BOREHOLE (B-19) \�\ � � \\ 24O' RT � � (� �j POWER POLE (PP) ' \ PROP. TOP OF SLOPE � , � • ,� / _ , TOP OF BANK • ;-�..1 „` ,,,�,�� \\ � DOWN GUY (DG) ,. ; „; .1 ". � � ,' i � - - �- PP WM ®_-�"�--��_,�,.� � ' i � CN CABLE TV PEDESTAL (CPED \' \\ WOODS i!I.(i I'..f ': "!` I'!'?._� i ." TREE G-�""--.`...�_ �"-'=--�'=-- -.... ' WATER METER (WM) i \`\ i � ; i , DITCH FL L 1 R � '�REE - -----z=-�-... �- -.._ � I - ---- - _ \c� �` "'-- - - _..__ - �..:_--- _--- - - i � GAS METER (GM) �\ \ `.:' - ,. �. CHAlN LINK FENCE 2' IP STL `"'- - - -__ - �= _ ---_. —� �-��1\;�1,p '"'• - �ICONC. p CENTERPOINT ENERGY ENTER -'-_..�_- �-""'---�-.�,_ ® DROP INLET (DQ \ _ . RIVEWAY----_---_ T \`\ . ,._ 12', MAINTENANCE BERM TYP. 4" WL — ( � � SAN (SIZE UNK) � � ®. SANITARY SEWER MANHOLE VA � �,' � � \\ �^3 i TYPICAL BACKSLOPE I � OS STORM SEWER MANHOLE ` TH STREET \\�� ', ... INTERCEPTOR STRUCTURE , � ;' 2" IP sTL STA 104+73.45 � � TELEPHONE MANHOLE \\ 1•; , � ' CENTERPOINT ENERGY ENTER 125' RT \\ ' — - - — TRACT BOUNDARY ..: ., �. ,, i �-------- CULVERT PPE (CP) ... i �i '. ---__---._.__-�_---`- .''. --- WATERLINE (WL) "'` � --._ � � � � I ' "--- - _ �_ - � STORM SEWER LINE (STM) "�- -�" �.-- � � i '----,-,_,__- _ -- SANITARY SEWER LINE (SAP 1 """ --� � TYPICAL .,BACKSLOPE ( • '-�`---�___-� '` ; � —"— OVER HEAD ELECTRIC (OHE "' -- J INTER PTOR STRUCTURE ,, -- - =-_. _ _ "�: �' � —...— Gas urlE (Gas) . ;:. t F216 PHASE I BOUNDARY � STA 1. 2+05.25 : , I � �;" "' _ = -� ,: � " 311' RT � I - , �� SCALE: AS SHOWN _. * •., j , I JOB No.: 108700 h EOF•l 9 I _. .. ��n�'e � . � .. .. , ,. F216-00-00 . LINEAR .;.DETENTION `a FILE: DWG\PP-3AA.DWG * ;` � ," �! � _ � . GLENN A. CARLSON ; �. � � � ��,.�.' t DATE: 11-17-6 JGF I � `� ' •o :. 38793 s i �� a CTB FILE: LAPORTE-F 'b"''�'c � .g �Ss%oN ...�.�'��;2 � 1 . consulting, engineers PLAN VIEW LAYER STATE: MASTER AAa � , � ,)I,I ' � "• STA. 100+00' TO STA: 107+00 iL � � � - - ... � ' i710 Seamist Orive. Houston, iexos 77008 www:binkleybarNeid.trom •. ;� � ., � ` C. ; . _ � of 30 APP• PC3: 7502234 � I � � ... .. ." � ' - ... ;I i , :i ... ,, ., I t t: t xS y ., , , , ,; • i �� ;' , �, � � .. < ... O O W J U Q O� / ` � / STA 106+07 O ��., �:,� Y:, :,,, ,:: �.h ' ".', F: i ;S • j I . '�_ ' � • ' �� U COMBINATION BACKSLOPE AND F- I OFFSITE DITCH INTERCEPTOR � r STA 110+68.93, 15.62 LT � ' ' ' LU �-. _ _ STA 109+98.40 -" - 45.64' LT ' ' PROP. TOE - '- - - -_- - - —" ' - ____ - EL=16.90' � OF SLOPE • r'---__.__ -_... --__ -_._ STA 109+82.32 ' I ' , ,¢I '----..._ _ — _ � N ' STA 109+43j" �- -•- ' 68.70' LT ---. �� PP 111 00 _ � j 6" CONCRETE SLOPE PAVING � / DITCH FL N 1 ` BEGIN 4- 48"RCP W/ 36" CMP FLOWLINE .- ' HEADWALLS & WINGWALLS' ' 71 LF `- F216 PHASE i BOUNDARY STA 109+37.88, 20.66'LT � EL=5.03 DITCH FL 0 STA 109+12.41 O '/j � 12. MAINTENA 29.93' RT, EL=4.97' � • �., -_.. NCE BERM (7YP, Q''� w 4- "RCP W 0,05� '-- -- ) cv HEA WAL W -- �. � � , -_ --_. � J '�' -- `_'� P .TOP ' PROP. TOP ...... LF SLOPE. _ OF SLOPE- �"� :�/ 1� � (� Q PROP. TOE `�� 23 , 1 ---�.__''_---._ ---__ � OF SLOPE � �2" Wt� IN CONCRETE � � COMBINATION BACKSLOPE AN SLO AVING � : OFFSITE DITCH INTERCEPTOR SCALE: AS SHOWN JOB iJo.: 108700 FILE: DWG\PP-4AA.DWG DATE: 11-17-6 JGF CTB FILE: LAPORTE-F LAYER STATE: MASTER APP• PC3: 7502234 �� STA 108+ 5 p0 � STA 109+43.38 x �` 74.52' RT �� O -- ...._, 29 93� RT96.93 SQUTH 1 � j�I DITCH FL EL=16ao' 3TH STREW- -�� .� ' STA 108+16. 1 —,... D4 WATER VALVE (WV) �� P� �,� 28.06' LT DITCH FL � --- -(�- FIRE HYDRANT (FH) O� � � 0P II WOODS � 12" SAN (EXPOSED). T - O � >- ; �. �OQ ,` / O� �®/ BOREHOLE (B-19) �, ape � PROP. FL LINE F216 PHASE 1 BOUNDARY �j POWER POLE (PP) x �O� 3 i i / _ OO � p PROP. TOP � DOWN GUY (DG) OF SLOPE �' Q� �` ' f I ! I �,I I''?!" !Ii �, CN CABLE N PEDESTAL (CPED) � i I ii ?f ?• Li, ' , (� '1'I?. `''Y: it L1��)� s i ,'I I, Ilrli 1, � 12° MAINTENANCE BERM (TYP.) ® WATER METER (WM) t ( � I. � � ' QQ GA5 METER (GM) !�i. 3t ' LEI � '(�— I' , - ',� � � � __-- 1 ® DROP INLET (DI) t l''` ' ' 1 ? ' N� 1 � ? �� i i © SANITARY SEWER MANHOLE � ' �w ', (n � o , ; 1 r I ,.� I 1 ��+ _ ' � I } I QS STORM SEWER MANHOLE • I,, , � i I (-....., - 'c .... � ` � i OT TELEPHONE MANHOLE I s ;;:, I ,; � t �;.,;'ll �; — _.._� LEI I ... � I � � ;, i �� - ?I , I _ � 1 ? i , ! .. � h i �-------- CULVERT PIPE ( ) TRACT BOUNDARY t ? CP ' t' .I 1 , ?I I? ? ? f �!' �, � �� ; ; IL' i --- WATERLINE (WL) i � F'� � ? STORM SEWER IiNE STM ' 'i � I . :! � i. } � L �.. S ; � '. .. , � `, .. - OVER H EC _.._ Y S WE LINE SAN 1 ( �. ,.� AREADEELR TRIG (OHE) . SANIT f f ; � r. i � Ipi � .. f i I i ,� --- GAS LINE (GAS) ,. .�EOF.r � 1 ij e .. , , q p I - '� Sheet No , :�. ;' `I' ,� L7;' n,kle �� - F216-00-00 LINEAR DETENTION. N A. CARISON � .I. ,.. �• � 1. - d � � o _ .�: 38793 ::g � � CITY OF LA PORTE - � t ;, 1 1 �.:�. :� � ��arf'eld - '2: c '� ,. tom° ° ,. . ,, 'DNAI � '� � � ` -;� ��>cor�sulting engineers ; •'� ...�:.::: .. .` �.. _ .., a .. , �' �, f: ;f,I - ..,,. , ,. _ : , ::.. -.. „. ,, ,. � STA. �107 00 TO ISTA.,,1.12+00 •.�� ,.... ;,,,. . .. 1710 Seamtat Drive �Houst Texca77008 www.binkloybarFleid.com _ ..,,,,.t , „• ,, _...;, ;, .r 30.� I t .. _ fY r (-. i x t ' F. � . �.r �, . ... ,;' , �. •. I ., . .�,. ;. .. . I , „ „_ ,; '::: I, ,- rya r:r;: _ , , �; I .•. 4 , Nr - 0 ��,�� , o rrta., ,• 1 Rev. Date 'F; F216 PHASE I BOUNDARY 30' �`_�•8'-I SAN__ MAINTENANCE BERM woods _"�'--- .. PROP. TOP OF S TOE O OPN� 8-17 /' � �--- .� OF DITCH FL - N � / O� �� PROP. 0 OF SLOPE wooDs W eP�� Z � —� PROP. FLOWLINE U Q PR P. TOP OF SLOPE —� Description _ .£`.. _ .. , .5 1 A 1 I r _ I Ili �_�, n � —is � \\\ 2" GAS \`\ ,' DITCH FL -� ""• 24" CMP \\ 143 LF ,\\\ � � � MATCH EXISTING FLOW LfNE y \\ � STA 116+32.37 '� 11 _ _ �I... _..... _..... .. .. ..... _ .. _ � PP �r� � DI DI � • ��i CONC 1� �T � ,�i �"'---- -----.- _ _ , �r ----_.� �. _ � �r '----�-__ _ r - �_ _ _ CONC -___ � � � �'�' �-'' --_ _ _ �_ _ ' �� WL ATTACHED TO RIDGE PP SPLE COMBINATION BACKSLOPE AND ' � ! ---- _ _ � � _ � � °CPED --- —_._ OFFSITE DITCH INTERCEPTOR ,i r ;:, � _ � qe _ , _" '-- • --_. -,_,_ ,STA 114+56.90, 190.32'� RT ' � I / ;� � '" -- ---_ - - _ _ �TMFNr , �' o��` � I�ESzEL�I� ` --._. ' , rr, vOUTH � Zt� ��[� � � •' ONE STORY BLDG � � r � \� D4 WATER VALVE (W ) Q � rl r � �J ' j �E Q / h '--- - _ �_ FIRE HYDRANT (f -I) r � T � � W - � � ~ /� , I .? i i I i �;„ ,s n i,l III; I; i I I I � rr � � PP ® BOREHOLE (B-1') ' F216 PHASE i BOUNDARY � � I •:I' �' I, ;I � I ' � , �' i � SBC MH � ' POWER POLE PI : � „ N of J (ABANDON) / � ( ) r � t ,I I, I � I I� i ,�,, � , OG , i t � il�� [ i': I it ' I � t � ' ri? dO21 ,A£ � . � DOWN GUY (DG) I l f;t,, ! ,.; 1+1 i �,� 2" IP STL I',w,!`ET RCP � / ' CENTERPOINT ENERGY ENTER s CN CABLE N PEDE��AL (CPED) INLET/ DI ,! it I � � I I v ^' � ® WATER METER (V vt) `: ^� z o I ' QQ GAS METER (GM; i PP � c� � ' 1.,'. � mI m� ® DROP INLET (DI) I ,Is. ;" m ® SANITARY SEWER MANHOLE .. � STORM SEWER tv �NHOLE LIGHTLY; GRADE AND STRAIGHTEN ` EXISTING SLOPES. MATCH QT TELEPHONE MAN OLE EXISTING FLOW -LINE.. _ PROVIDE CONCRETE RIPRAP, GRADATION 1, .. — - - — TRACT BouNDAR� ON GEOTEXTILE _FABRIC FOR -------- CULVERT PIPE (�P) EROSION CONTRbL. --- warERLaNE (wL) STORM SEWER L VE (STM) `t � — — SANITARY SEWER LINE (SAN) EXISTING CHANNEL GRADING DIAGRAM i f — — OVER HEAD ELEt TRIC (OHE) ' - GAS LINE (GAS) STA 114+82 TO STA 119+45 f — — . d � _. � ; ,`+ , . i scALE: As sHowN � _oFTe�. r� F216-00-00 LINEAR DETENTION sneer-Noc JOB No.: 108700 * . , � �.n kl.�y FILE: DWG\PP SAA.DWG ct�r+ a. carsisott, � :: = � DATE: 11-17-6 JGF •o °:, 36793 .;8. � s:... .., .. .... � 11. 1 O r L!'1 � f-; 011� 1 ' � � . ; ,. .•>. .. �: ,. 1;2� ��F� �•�� &�arf�eld �� . , .: �. ,stE.... �,� ,: .:� cr6 FILE: LAPORTE-F ss............� ...� .. -con �ultin en "ineers' � � �� ,. s , . .9 9 � �' �:: �' . , ,,. .,: TONAL ., ... � .' � ,, s . ,,� , : . �, . .; .. �.:....: ..:. r . 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MASTER , . � ' -1710 �,SAamist Orive �iweton, Tezas �T/008 tvxwbinMeybutflejdcom � � � t�. '-' -� � � ��'� F � .. Description APP• PC3: 7502234 ( .., � ,: ;�•..; ' .. ,,. , • , . ,:. .. ,:. ,. .> •, ,I �. ;; a sip` ` 'b i` ° i .. � r .., �: ,. . .I' ;., - - - 24 20 � j _ ; � � I ', I i ' I j -� � j ) 16 � � ' I � t � ' ' ! i � I � I � i �, I i I i I 12 i � � � i � ! � � � 8! � I � i � ; ! j . � I � � 4 ` i � I ' i I i � i i , __ -- ;: _ _. _- _. _ _ _ _ 113+00 -! ,� = SCALE: AS SHOWN •+ JOB No.: 108700 S� ). FILE: DWG\PP—SB.DWG DATE: 11-17-6 JGF ' !� CTB FILE: LAPORTE—F LAYER STATE: MASTER A . ..�'' 23 4 . P • 7502 ''4 ,. Descri tion P PC3. Rev. Date P `F ,. . ' _—_ --- -------- Se7 i $� )NA ... I ' � i , ��Qjj Tfn� />�\ V 7 t�yy O LL. W„ �� __16 _ ' � � �- 1 __16 _ ' � � �- 1 t _-__i __.. -_ _ I ' _.--____-�_.. _- -�- _-..- ._- _- .. k,.-. ,,. ,, . 114+00 + 115=1-00 ) � v-rvv .... _ _ .• �,. Sheet Nc 0 . - _ _ N � kle .. F2 6 00 00 LINEAR DETENTIO �so" � C ITY O F :. LA P O RT E :; '. -, '� • ;; � ' � PROFILE :VIEW: , ,�Barf �e � {' •'g i � ,. .o., �. t . .,... • .. < . s.. - •. �: � � � s 1 2+00; 'f0. END- RROJECT 3D nsultin en ineer � '� 9 `�� ,� ,.. ., STA. i ) • of f �� :. - .. :. � We - 6rtield.com� ... .,.., : .� .. r uston Texas 77008 www.bin yb f710 Seumlat btfve No n 1 r- � ' ... , .. , .. • <r � t ��: t , � - .,, A }r' -. '�' .. .. � ,,. ,. .�... t ; ,. �. ,i �r. S ... T '�� BEGIN SILT FENCE � STA. 83+00 ' BEGIN PROJECT _. ,: ,: ., ,_ , : ,,; t -. :. , . , . ,. ,. ,, , ._ :: ... ,. ,. .. ,., ,, , J � .., i 4 .. : ,. '0 60 120 `' �40 . ;; - . ... ,., . rl .... .. ,.. SCALE . , .:FEET .. . ,. . :. ,. . . :. t `' ,. .. .I , ' _ r W ._ - � � � � - 1 � I'h w� ( W (STA. 119+51.47 � I � I END .PROJECT m SF r �� END -SILT FENCE , � � ° � SF I �. . i � ° ,,� \ . v~i — — I I U i i — "� SF •��.� � W � � I � I SF SFJ ° ° n � � � c~n � ( F SF � � � F- cn o (� o �� IP IP ` cn w w �— — — �---------- �: � I� � I w I I w I o° o I SF SF END SILT FENCE c cn F216 PHASE I BOUNDARY � : ' r w � _ .. .... _..,.I � ( ....:... ... . ..........,. ....... ,..I I IP _ j o^Xo � SF . I i i I I w I I� -- � � I �I SF—J..—J--SF— ----�-�I--O-----�— — — o /. I :: -I ------ -_' � o ( ( �� r - ._ ° / • , sF I SF �p4 00 .� 8 IPI . _,,..__ � � I SF 1 � � SF I J -"' ° � w aSF O SF � �. � � ° � SF IP I —� O � � O '— — SF I � °'— / I ° SF ° — IN —CHANNEL FILTER DAM — — — — — -• - — — —� IP LEGEND. . —. — SF SF SF � � � � � �, � , o . ` ` IN —CHANNEL FILTER DAM BEGIN SILT FENCE NOTES: � 146 .. , . 1. SEE "STORMWATER POLLUTION PREVENTION PIJ�N DETAILS" .SHEET FOR �'-��'�'.'��.� STABILIZED CONSTRUCTION ACCE: S DETAILS. 2. CONSTRUCTION ACCESS SHALL BE THROUGH EXISTING STREET R.0 W S ON .. : � _ — — J SF SILT FENCE WEST SIDE ONLY. � ,._ — O ' SF (INSIDE BOUNDARY) 3.. PROVIDE TURF ESTABLISHMENT FOR ALL DISTURBED � AREAS 'WITHIN F216 . PHASE 1 . BOUNDARY PER SPECIFICATION SECTION 02921.' . (;, I � � IP INTERCEPTOR .STRUCTURE AND,,. It iLET 4. SILT FENCE AND FIL#�R DIKES TO REMAIN IN PLACE UNTIL. ALL. : � ' :. i - PROTECT ON DISTURBED AREAS Af�� FULLY'::REVEGETATED, .: ' .. , � ;-=—o--, � ANCHORED SODDING � >:; 5. AREA WITHIN F216 PHASE 1 BOUNDARY IS: 1 �316394 SQUARE FEET. ` ; � Sheet No: I � i � � ` F216-00-00 LINEAR DETENTION SCALE: AS SHOWN ,�g of TF� I � � .:.- P '�. � � ey JOB No.: 108700 *.::. ..,. * :.. � � � � , t ' ,, . , FILE: DWG\OVERALL—SWPPPnew.DWG N a cnRtsoN ; � .i(� ('';,i t „ lj) I 1 0� lJ'� I OI \�� ;, . .�Barfteld DATE: 11-20-6 JGF .o'., ae7ss �- � S PP N ' cTe FILE: LAPORTE—F �'Ss;oNA�'�`' - � , ,� consuating engineers ' ?P° ::.: , „ � op 30 LAYER STATE' MASTER �' r � � j .: , { j t71tl Seainist Drive-: Houston, Texa& 77008 www:btnkleybdfield.com. � Descri tion APP• PC3: 7502234 �� t U 't is . �. :. .. .. :. .. .: �._ ' � _ _ ..:� ` J;i: •.y � �� i • r ' I• I Rev. Date �� 1. SET SUPPORTS AND EXCAVATE 4"z6" 2. SECURE WIRE FENCING TO SUPPORTS. TRENCH UPSLOPE ALONG LINE ' OF SUPPORTS. SPACING """ '-" 4' MAX FOR UNREINFORCED FENCE. 6' MAX FOR REINFORCED FENCE. 3. ATTACH SILT FENCE FABRIC TO WIRE FENCE AND EXTEND INTO THE TRENCH. V. " MAN 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTEND SILT FENCE FABRIC INTO TRENCH. WIRE OR PLASTIC GRID MESH SUPPORT FLOW 4- 6I 12" MIN. SILT FENCE FABRIC SECTION 4 CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION N0. 02361—SILT FENCES. VARIES SEE, ETE SILT FENCE s t �. :. r .. ;; ._ o,. ... ., s � ;;'� ' �' �" r'INTERCEPTOR STRUCTURE AND � � >- � � � ��i r . `:INLET PROTECTION_:(SEE DETAIL). �:.� ., ._ ;, ., .� . �� '� 3 � �`' � SWALE : �� ' ,_ � ;. .. ,, ,BACKSLOPE , , < ��`1WOROWS ST GG RED�� • EXISTING GROUND 50�.` MIN ;,;. .: ¢� ' . I _ : :, i _' .. .. SOD: PANELS �TYP� ` ' ' � D �50' INTERVALS 120' i 1; 20' 150' �'' INTERVALS 8 INCHES MINIMUM � � AS NEEDED AS NEEDED GEOTEXTILE FOR FULL -:GRADED TO�PREVENT MIN. TWO ROWS PROP. TOP OP SLOPE WIDTH AND LENGTH OF � RUN—OFF FROM LEAVING SITE STAGGERED SOD. "' • STABILIZED CONSTRUCTION � PANELS (TYP.) ACCESS. • SECTION'' ��^� SEE DETAIL. "A" PROVIDE APPROPRIATE TRANSITION PROP. TOE OF SLOPE BETWEEN STABILIZED CONSTRUCTION , ACCESS AND EDGE OF ROADWAY D EXISTING GROUND ��0' MIN � � , ' 'PLAN NOTE: PROVIDE STAPLES PER ' SPECIFICATION SECTION X a N0. 02922 SOD. b o STAGGERED SOD PANELS i 1 i 1 _, .. > cx - . � 2 MIN.. p� �� I 1 1 1 i v GRANULAR FILL .PLAN I• "U" STAPLES �1 1 I 1�"U" STAPLES CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION N0. 02365—STABILIZED CONSTRUCTION ACCESS. STABILIZED CONSTRUCTION ACCESS ' TOE OF TOE OF ----�— CHANNEL SLOPE SLOPE FLOWLINE 1 ��— SEE NOTE B.6. . 1 I- � �- IN -CHANNEL FILTER DAM PLAN DETAIL "A" SEE DETAIL "8" PROP. TOE OF SLOPE OR NORf, WATER SURFACE PROP. TOP OF SLOPE SECTION. D 11 I1 DETAIL " B" NOTE: WHERE NO BACKSLOPE SWALE EXISTS OR FOR PAVED CHANNEL, PLACE P,, DOUBLE ROW OF SOD PANELS�AT TOP OF SLOPE. SEE DETAIL A" FOUR ROWS STAGGERED SOD .PANELS h�---I FLOW TWO ROWS STAGGERED TSOD/PANELS r FLOW INTERCEPTOR STRUCTURE &INLET PROTECTION . � � ` I, � , ORED SODDING ' F+ti PRQJECT FLOWLINE ' ' .... � . �..^'. f , ., I .. �, , � I FlLTER DAM NOTES: � , , � .� ! , '' I i`i A. '' TYPES OF FILTER DAMS ! I i � '! ' • C." t• 'TYPE 1 (NON —REINFORCED) - 3 I 4 i 3 1 0. HEIGHT — 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. 'I`--1 WIRE MESH �!! b. TOP WIDTH — 2 FEET (MINIMUM) SEE NOTE 6 (SEE NOTE 8.1.) I c. SLOPES — 2:1 MAXIMUM). DEPRESS CENTER AREA � 2. TYPE 2 (REINFORCED. i o. HEIGHT — 18-36 INCHES. MEASURE VERTICALLY. FROM EXISTING GROUND TO TOP OF FILTER DAM. 6-� 6 "MIN. !' b. TOP WIDTH 2 FEET (MINIMUM). -�� __11�__!!/ � - �: 'I� I c. SLOPES — 2:1 MAXIMUM). , ; f �"� 3. TYPE 3 (REINFORCED TOE of �� o�°s� .�� SEE NOTE B.6. a. HEIGHT — 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. SLOPE i °�otE ( b. TOP WIDTH — 2 FEET (MINIMUM). �� GRANULAR FlLL ��' � �i , � 4. TYPES �(GABION) 1, (MAXIMUM). � , c. HEIGHT — 30 INCHES (.MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. I i i J I I 1 I 1 `1 I I I I � b TOP WIDTH — 2 FEET (MINIMUM). � ' „�„�,�,,,,� � `,,, „ , ��,,,,,.,� � � �\� ��` � i', I I I I I i t I I I 5. TYPE 5. AS SHOWN ON THE PLANS. `--SEE cEOTEXTILE B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS. NOTES ' � I SECTION { �ii , i � � , " 1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH ,DIAMETER HEXAGONAL OPENINGS. C M 2. GRANULAR FILL: h+i o. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR A5 SPECIFIED BY THE ENGINEER. 2 % b. '' 3-5 INCHES FOR ROCK FILTER DAM`TYPES 1,2, AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3. MINIMUM � � � _i I �; I,, I, �, ;FIL.TER.. DAM AT DETENTION, „ ,. ;. ,.. ; REFER TO GRANULAR FILL IN SPECIFICATION SECTION N0. 02378—RIPRAP AND GRANULAR FILL. WIRE MESH .BASIN OUTFACE PIPE 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER: GRANULAR FILL AND TIGHTLY SECURED TO ITSELF ON THE VARIES WITH TYPE VARIES WITH TYPE ;(SEE NOTE 8.1.) DOWNSTREAM SIDE USING WIRE TIES OR HOG. RINGS. SEE NOTE A SEE NOTE A PLAN 4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT. I 5. SEE SPECIFICATION SECTION NO. 02364—FILTER DAMS. ' ,i0 6. EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE .ONE FOOT HIGHER THAN CENTER OF DEPRESSED AREA AT 5' MIN. WIRE MESH NOTE: ONLY APPLIES FOR (SEE NOTE 8.1.) DETENTION BASIN OUTFACE PIPE PROTECTION. SCALE: NONE JOB No.: 108700 FILE: DWG\SWPPP.DWG DATE: 3-17-6 JGF CTB FILE: LAPORTE—F, LAYER STATE: MASTER Description APP• PC3: 7502234 PROPOSED SLOPE. ' /GRANULAR FILL � ,, oR EXISTING 3 i � � ' ) ;1 ' + � THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON (�-/ FIowUNE �'� ''`�' I HCFCD PROJECTS OR PROJECTS TO 8E MA►NTAINED BY THE HCFCD WHEN COMPLETED BY OTHERS. THE ENGINEER GEOTEXTILE .NOTES:. _ SHOULD CAREFULLY REVIEW THESE DETAILS TO DETERMINE 6" � ® i ,.. THEIR APPLICABILITY TO A PARTICULAR PROJECT. IF j MIN.. AOS SIEVE N0. _ 'REVISIONS' ARE NECESSARY, THEY SHALL BE CLEARLY v \ �, � i,�'' \ � �i � MAX. AOS . SIEVE N0. � DELINEATED ANO NOTED IN THE REVISION BLOCK IN ACCORDANCE' WITH RULE §131.152 (e) OF THE TEXAS SEE GEOTEXTILE I i WEIGHT oZ/SY STATE BOARD OF REGISTRATION FOR PROFESSIONAL NOTES j i ENGINEERS,; AN ENGINEER WHO INCORPORATES THE SECTION ? DETAILS ON THIS SHEET INTO.HIS WORK MUST SEAL THIS SHEET ,AND BECOME RESPONSIBLE FOR ITS USE IN THE B FILTER D /t M ? END •PRODUCT' IN ACCORDANCE WITH RULE § 131.166(m). I I i I ' f Sheet'No:: 1 ::' ' i � :. i ,.; ,,' D • ; . - ....:: .. ; - � - � ;� ; � . -00 00 LINEAR ETENTIQN 6 pF r j � of (3 -I, - •� .. , . > ,�- • � � . I j _ .. .: .,,1 .F � .F216 •• •. �' ,� .. , �; "�: .. ;•:.- ._, Q I J :' , *:_ ..PORT�� L: � C ITY' �'� 0 F LA � _ I� POLLUTION arf �e � TORM",WATER N A. A LSON � B S t '� is ,� � :.. ,:; ` .. ,, .� : 3s793 n en sneers �- .. ,.� ^. ,. ". ,. '� NTION PLAN DETAILS 3D � consults g 9 ; ;; ,• � PREVE r , r. I, of ••.,�S7E,: �� eamist Drive Houston, Texas 77008,www.binkleybariiei. , FSS F,�G � � � 9710 5 � �. ,gyp }:; TONAL .�/�'• a i s � a ;:,: t : .. - .. .' '. .., h _ __.... _..___.._ _ _ ._ __. • �; � . .-. _ 1_. ,.... . ....,,_ �:.. .. . . �� L �� I 1 _ r �.: 1 CHANNEL BOTTOM o � U Z w � U Z 2 � SEE 2 FABRICATED ELBOW INTERCEPTOR STRUCTURE 10 PLAN CL BACKSLOPE SWALE >@' � "s W 2i. OFFSITE'� S .. ... , . i 2' o LOPE-�-�--'?'--- „ $ .. '.. , :; '', • 8" � ,, I"- --II I ., ,: F •, _ � , • —j- 2:1 VARIES R� iD °o a: r t' �� .- p � o� I w..o E �o E � ,: �4 BARS 3:1 3�1 I ON 8 � � � � CENTERS tO 1 �_ .- � �• VARIES �2�1`- 8"� (-- ao ' ,, .� .. ' � - � 2" 5'-0" TYP.�1' 6'-0" TYP.'� OR MATCH ' GRATE TOPNWLCAN COH DWG. N0. 02632-02 WITH • .. OFFSITE SWALE FOUNDRY COMPANY, •. •PLAN - � SLOPE - � V-4880-1 OR APPROVED PLAN PLAN PLAN EQUAL, APPROX. 489 SO.IN. OPENING. SEE NOTE 11 o '. `, , • 12'-0" TYP. 10'-O" TYP. 6" � � — MATCH TOP OF 6 =- -- 10'-0" TYP. 3 12'-0" TYP. 3 MATCH -TOP OF • 5'-0" " CONCRETE WITH - � NCREfE WITH i 3'-0" 4'-0" 3'-0" � t I I 4'-0" 0 6 �-• NATURAL. GROUND 5' 0" 6" NATURAL GROUND I 2' 1' MAX. -- 2 � 2 2 � .� 5" B" I` MATCH TOP OF. � _.. 2�` ,� 2'j-- I CONCRETE WITH 1— � t SLOPE � SLOPE p a A o o NATURAL GROUND o o: (VARIES ` p ¢ � � VARIES =.,:; a x t m �. o I n. o N� �,,... w n. ow �¢ Y N m 7'-6" , ... ,. .... .. I .. .... ,. J.. :.. � :, �.:: , I 5. 7 y l � .: ... • .. i .. - .. :. ' ,., .. i .1.. .t i. Ir ..r { ,. ,. . -. .. •.. ., .. .� , OR MATGI{ 10 0:.: TYP. `' '�" 10'-0" TYP. ' 8" f - 8"---{ t�� w > ..) 2:1 �4 BARS } ON 8" CENT S • --112"i-' I 12 0" TYP �e, I--- --"� -..� -y VARIES I SLOPE AS C o � NECESSARY o I 2:1 ± #4 BARS ON 8" CENTERS' 'I' 2�-•-- 8"� 1""' � � ., .. -, ;n � OFFSITE DITCH cv � . � iv x ;r a •' t' ••. in 8 6 ' • 6 SEE NOTE 3 BACKSLOPE w � : •� � ,� 5" N .�„ � o ' INTERCEPTOR � ":� � .� FLOWLINE 8" ,� � g" ff . � \ _ �(..-. ::44 •?� �• 2'-6 I - ' � I— ' M'�� • , d• A SHOWN. SEE � p a 8^� L.- � �, o d'1 PLANS FOR I � _ I � .I : t � - I SLOPE 6" BAND COUPLER •••�:.,..• `_ • 5" l N L < <y , DESIGNATED � "� —i- I SEE CMP BAND �•i 5" ,:•."' ' ' ��" '�'� 20' (MIN.) COUPLER DETAIL STRUCTURE. 8 8" _ SEE SEE NOTE 3 SEE NOTE 3 � � •.• GROUT WALLS AND FLOOR NOTE 9 CMP " B" SHALL BE 6 INCH SEE NOTE 2 SECTION � .�•,•' SEE NOTE 3 REINFORCED STRUCTURAL SECTION SECTION B C SEE NOTE 3 SECTION D SECTION CONCRETE OR WALLS '� , E MAY 8E 8 INCH CONCRETE � BRICK CONSTRUCTION TYPICAL INTERCEPTOR OUTFACE TYPICAL OFFSITE DITCH TYPICAL BACKSLOPE COMBINATION BACKSLOPE AND URBAN BACKSLOPE STRUCTURE LAYOUT INTERCEPTOR STRUCTURE INTERCEPTOR STRUCTURE OFFSITE DITCH INTERCEPTOR INTERCEPTOR STRUCTURE (42 INCH MAX.) (24 INCH & 30 INCH ONLY) (42 INCH MAX.) (24 INCH ONLY) ' ' -' 6" MIN. REMOVE EXISTING PIPE 5' ALL AROUND � � EXIST. PIPE � GENERAL NOTES: TIMBER BENT FOR OUTFACES 48 INCH DIA. (TYP.) 10' MIN. INTO SLOPE ��. MIN. INTO SLOP . • � SEE 'TYPICAL 1 • INSTALL OUTFACES 48 INCHES OR. LARGER DIAMETER • AND LARGER SEE NOTE 4 AND 2' MIN. •• ,_ .• ,. m CONCRETE TIMBER BENT DETAIL t''' BAND NOTE: COLLAR DETAIL AND TREATMENT PLANT OUTFACES OF ANY DIAMETER • COUPLER STRUCTURAL CONCRETE WITH WITH RIPRAP EROSION PROTECTION, DIMENSIONED AS SHOWN IN "TYPICAL r FIBERMESH REINFORCEMENT _STORM SEWER OUTFACE STRUCTURE LAYOUT." OR #4 BARS (GRADE 40) � 2. STORM SEWER AND INTERCEPTOR OUTFACE PIPES WTfHIN THE HCFCD 12" C.C. EACH WAY. � •• "• �-',� � � A ,•• RIGHT-OF-WAY SHALL BE CORRUGATED METAL PIPE (CMP.) IN ACCORDANCE CMP WITH SPECIFCATION SECTION NO. 02642-CORRUGATED METAL PIPE. SECTION SEE NOTE 2 , ... .. R� I DE AND PLACE CEMENT STABILIZED SAND W ACCORDANCE WITH 3 ;: •• .• ;•..• ,.., ,. •; - . ; � . ;, (. i i 1301fPXJ012TINCH SEE � •EXISTING - SECTION N0. 02321-CEMENT STABILIZED SAND. D/2 � _ Z 3 SPECIFCATION o i•. �-. : '.:'•�'.;'•-' �• '•• '• ASPHALT FELT 12" 12" in � NOTE:9 �(TYP•) � ..... .. I , , _ - ACC CE WIT PECIFl ION SE N0. _ IN MIN' PPE TIME ENTS S D CMP � • ::.,:... _ ....•. � NEW SE OTE 3 BE ... r I :: ,::.,;...:. �,. . I � t4. ER B HALL BE IN ORDAN H S CAT CTION E N 02464 TIMBER BENTS SEE j ( i I PIPE ' � .• -,^:. 5. EXCAVATION, FlLL AND BACKFlLI FOR INTERCEPTOR STRUCTURES SHALL • SLOPE 6" ( A IN ACCORDANCE- WITH SPECIFCATION SECTION N0. 02316-STRUCTURAL � ! �-•� EXCAVATING AND BACKFlWNG. SEE NOTE ••• ' r \ NOTE 2 I .__. '' � 3 . ':.:? I ( 20' (MIN.) , y FABRICATED ELBOW • j 6. RIPRAP SHALL 8E IN ACCORDANCE WITH SPECIFICATION SECTION '; ' ' � NO. 02378-RIPRAP AND GRANULAR FlLL_ EXISTING PIPE sEcrlON � ! , '' � � � ., � L � PIPE ,ADJUSTMENT DETAIL 6"� �F-- 1EXISTING - ', 7. CONCRETE SHALL BE STRUCTURAL CONCRETE IN ACCORDANCE WITH 30 I' i MIN 1 /2" � -PIPE � � 4—INCH ' TO 42 —INCH D (AM ETER SPECIFCATION SECTION NO. 03310-CONCRETE. j II -. '. � ,. i MAX I � 8. INTERCEPTOR STRUCTURES:' I a. ADJUST LENGTH AND WIDTH IN FlELD AS NECESSARY. MANHOLE ! � � i i REMOVE EXISTING PIPE b. 2-FEET DEEP X 8-INCH WIDE TOE ALL AROUND THE. STRUCTURE. ELEVATION N CMP ! BAN D ' �� I I' � I 10' MIN. INTO SLOPE c. STEEL REINFORCING-j{ 4 BARS (GRADE 40) AT 12 INCHES ON PLA p TYPICAL C O N C R � SEE TYPICAL CENTER EACH WAY. COUPLER\ DETAIL FABRICATED COLLAR DETAIL d NNDICATEDR REQUIRESUA SEPARATE DETAIR THAN MAXIMUM SIZE COLLAR DETAIL 418BNCH DA AND LARGER. ELBOW g SET FLOWUNE OF OUTFACE PIPES 1 FOOT ABOVE CHANNEL FLOWUNE OR SEE TIMBER BENT DETAIL ' 1 F00T ABOVE NORMAL WATER SURFACE ELL�/ATION. , ' � A 10. SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OUTFACE DETAILS -- I--3' MIN. TOP OF TIMBER BENT ".•. THROUGH CONCRETE CHANNEL LINING. XPOSED ABOVE SLOPE F CMP 11. CONCRETE PAD AROUND TYPE "B" INLET: PAID FOR AS CONCRETE MAINTENANCE I SEE NOTE 2 '� INTERCEPTOR STRUCTURE PER UNIT PRICE SCHEDULE. BERM GALVANIZED 3" X 8" TIMBER SEE ' : EXISTING o I MANHOLE 6, BOLT 4 PER BENT NOTE 9 ,-'"'• ' PIPE � t MAX. �. - ,.,..�.. - A SEE •NOTE 3 _ 1' MIN. .. - •SLOPE 6" CMP I , 20' (MIN.) � , ` SEE i � ! FABRICATED ELBOW NOTE 2 t I I I '� CMP THIS. DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS 1' PPE LNG i i " ' � i � OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN COMPLETED BY A DIA PIPE, A D 11 1 CT► A CNT DETAIL OTHERS. THE ENGINEER SHOULD CAREFULLY REVIEW THESE DETAILS TO (� � �? "J';- � I' VARIES 1- /•1 V V J fVl G DETERMINE _THEIR APPLICABILITY TO A PARTICULAR PROJECT. IF REVISIONS SEE I ARE NECESSARY THEY. SHALL BE CLEARLY DELINEATED N)D NOTED IN THE NOTE 9 i i .. i 48-INCH AND,. LARGER DIAMETER RATE°BDAR� OFIREGSTRATION FORT PROFESSIONALIEN INEERSTMANT� ,: z S r ,.,..,,•,�� .. . •� t � . �. :'` •' �� I ' 6" MIN. IF LESS THAN ENGINEER WHO INCORPORATES THE DETAILS ON THIS SHEET INTO HIS WORK ... .. � .. ` MUST SEAL THIS SHEET AND BECOME RESPONSIBLE FOR ITS USE IN THE SLOPE 6" ... ; z 48" DIA. END PRODUCT IN ACCORDANCE WITH RULE 4131.166(m). ' j I 6D OR TOP OF _ I � 20' (MIN.) � I I � - J SEE NOTE 13 GALVANIZED 1' MIN. IF GREATER THAN 18 INCH rPIPE ELEVATION ON A SEE NOTE 3 � � INCH .DIA. PILE BOLT a OR EQUAL TO � THICK OPPOSITE BANK, A 8 INCH DIA. 'PILE �(`�j i 48" DIA. RIPRAP WHICHEVER IS SMALLER. �' i � I' � � ` �! : I i u SEE NOTE 4 SECTION SECTION � ELEVATION '' ' cEMENr .STABILIZED sAND •'.;�. ':; - j TO SPRINGLINE. SEE `F' 1 TYPICAL STORM SEWER OUTFACE TIMBER BENT DETAIL "DTE 3: ..�-... " � z ,, � I ~• STRUCTURE LAYOUT FOR'-8�� INCH'AND' �LARC�ER •OUTFACES �� !� " �� '.I � A, � sECTION � � � _• j '' 1 ..:,..' .: " ' .; _ Sheet No. ' SCALE: NONE •� gF r � J08 No.: 108700 * "`/ • ........' ,�" ; f ,.i�,� �"� �I(' a .. � F216-00-00 LINEAR DETENTION FILE: DWG\OUTFALL.DWG NN A. cAeLsoN ' ■ � ,. •. a o � —_ .. "$� CITY OF LA PORTS . DATE: 3-17-6 JGF •o ,. 36793 g i �►a�1@�d A ,( , CTB FILE: LAPORTE-F �Ss�o........�,�. . ' ; ' ;�, ' • consulting' engineers .... ,, ,.. � , .: ..,, �,� � .; TYPICAL OUTFACE' DETAILS.. - ;" ' LAYER STATE: MASTER • 1 I � , /� t � , ' I, '!7710 Secmtat Orjve `'HOuston, -Taxos 77d0.8 www.binWeybarfleld.com Rev. Date Description APP• PC3: 7502234 �` I', I � i I I ' • I i of i � .. :. - ,: :• , I ; ,. ., ii 'I � ;:, •. .. .. .. � ,1 . �. .:, r , � - ,. ... -• f 1 ! 'E ,, 'I � ..: rt ... v. r .. ,. :: _ . �. ! _ _ _ _ SEE NOTES 1 & 6 - CHANNEL BOTTOM �o p z �� UIZ S � TIMBER BENT FOR OUTFACES 48 INCH DIA: AND LARGER. SEE TIMBER BENT DETAIL. SEE IF CONCRETE NOTE 9 LINED, SEE 1j NOTE 10 I I .L_ /_ 4{ h ro. • � .1. , 1 9 . �. t- ' f r P I' i•: �. . ;, ,> � : 7 d _.. ... ., .. .a: ,. ..:. ..... ..: .. � _, a t�. ,.% .. F .fit h. n`'}'i t . z :' , , ,. • - � ,: :, , ,.- " E . , .. ... . � .. - ,� :. ,._ •. � 1 { i' . ' - + '� 15 � ROOFING FELT' 3 FT. : # 3 MIN FT. 'SEE NOTES '`HARDWARE ..,. ' <.,.` i ;SEE STORM SEWER & RIPRAPDETAILSHEET r--- -- .:a:' •:°•:c ^ ° TOP OF CHANNEL LINING STAIRS TO BE INSTALLED . _ ° n •.v �`• ' ' d� AT LOCATIONS SHOWN ° ON PLANS. SEE DETAIL. '°. ° . ` I... d�:b o o•� -o 0 0 .. 0 b 0 0 �.9 a:: _- • i• I'~�I I GRADE BEAM -SEE DETAIL I � � o I O 11 0...4 :�Dql O � TYPE "A" � t A a'a •'6 i t t o� t t .:•a °:a:� i i m WEEP HOLE (TYP.) t i ° _ DO ° ° •' I O O O O a �O O .. Cd•V .a. O C TOEWALL AT UPSTREAM AND • DOWNSTREAM ENDS OF �' r� LINING. (SEE TYP. CHANNEL A ,' d'� UNWG DETAIL). .. •• c 8 IN X 3 FT MIN TOP OF CHANNEL LINING .v': TYPE "B"� WEEP HOLE (n,P ) a•b•Pan v I- - - - - - - - - - - - - - - TOEWALL AT TOP OF CHANNEL �A� 2 FEET IJNINIi. tJtt ITY. l.Y1HIVIVGL LINING DETAIL.) 8 IN X 2 FT MIN PLAN CHANNEL ( BOTTOM WIDTH PILOT CHANNEL I (SEE TABLE ONE BELOW) 5 MIN INCHES SEE TYP. CHANNEL LINING DETAIL. SEE NOTES 1 AND 2. �� ' i z z � --- Iz � `o OPTIONAL KEYED JOINT. y � ,.-. . _-. �/i •L .�% . rr SEE DETAIL -SEAL SLAB TYPE A WEEP HOLE. SEE NOTE 5. SPECIFY REINFORCING SEE WEEP HOLE DETAILS. STEEL, SEE NOTE 11. A HALF SECTION 1 AND 2. :." ,',.. �. � ,.. .;; '' CLOTH .. ,r . , + i; vl1 � , :. � '" r � - . / ; ;�",? ; : �. , .. '., ;' .,, . , : '' HARDWARE , ' ' :'; 4 .IN ' 5 MIN. IN. � � T-I• ,.FILTER FABRIC /' z ' i `1. e z � i. r :.CLOTH , - .. /' r , ,: ,. , � ., � ,. PE B WEEP HOLE. - TY cv 4 IN.i DIA.. P1! t., , � - / ..< . :, r�'. ;" SEE WEEP HOLE DETAILS. / � E NOTES � : a. , <. i ,. . r .... , W.� ,_� SE .. �-�---�{ •.: AND 2. t: i�i •. _I I ,.: •,., � ,; ' 1 ::' :• / _ / B .MIN. IN. � .. �_,- � .� � : , :. 1 Ft: . / / � � +, � DRAIN GRAVEL ,' �; ` � ,' / / � /' � z 15 � ..ROOFING FELT .�. . Jr, ." .l � DRAIN GRAVEL '� b5 # .ROOFING FELT •' ' • /MID -SLOPE LINING ` 5 MIN. IN. //.,� / �� S C 10 , %i / �, � / :... .... . / .. .' .: 4 IN. DIA. PVC .. �..:,� ' •, .. �.. ,, .. :4 IN. PVC PIPE � , s � / / / •8 MIN IN. HARDWARE CLOTH z CONC CHANNEL 15 � ROOFNG FELT • W/HARDWARE .CLOTH -y, � � 15 #ROOFING FELT d• , T - _ -OVER END. TOEWALL UPSTREAM � / / TOEWALL UPSTREAM' - •" - - & DOWNSTREAM �/ � / � do DOWNSTREAM., , / 2tn TYPE "B" WEEP HOLE. FILTER FABRIC I � SEAL SLAB � , � /l s / SEE WEEP HOLF DETAILS. I ' -9 ^z (FILTER. FABRIC • _ s / DRAIN GRAVEL _ gip/ 1 FT. � 1 FT. .r (DRAIN GRAVEL � � �p'�/ SPECIFY REINFORCING STEEL SEE NOTE 11. � t j / , : 3 ..FT. 1 FT. 2 FT. 1 Fi. "' / TOP OF BANK LINING SEE NOTE 9. � SECTION SECTION 8 MIN IN. ►'I ---I_ TYPICAL CHANNEL LINING DETAIL- '- nPE "A"' WEEP HOLE: TYPE "B" WEEP HOLE ' .yi, _ C� REINF. STEEL BARS INCHES CONTINUOUS DRAINAGE GEOTEXTIIE TYP. y •• • d •SYMMETRICAL � ° GEOTEX7ILE TYP. GEOCOMPOSITE WITH 8 OZ. �j e � ° A80UT �* _': O.C. (EACH LAYER) 4 FT. MIN. ? NON -WOVEN , GEOTEXTILE. z ° �- ° d �i ALL AROUND �� • �•, � ry �' TRIM PIPE FLUSH 4 IN, .DIA: PVC PIPE s � ;. � - � • • .°• .WITH CHANNEL � � z z z z 4 IN. DIA. PVC PIPE � �s . e z UNING 8 MIN IN. � o ' �• d ° .. � ; a . ° �' .VARIES BASEb OIJ • � .. i � a N a , • I d � .. .. SIDE SLOPE, MIN. i -. ... z . • ° • � , .t f--------�.-;.�-.- ° • '� ` 1 F00T VERTICAL � • , :- ' •.; a. '� a ' d ° d° AT TOE OF SLOPE. f •�'••; �� _� ^ _ z z �••. a �.°. '�I' .. / .. a n �` •�, ; • '•.,,. •_.•�•' ;� •---'� APPLY CONST. ADHESNE ' TYPE B WEEP HOLE. ° ! EXTENT OF � -- SEE NOTE 8. SEE WEEP HOLE DETAILS .� .I d I � THICKENED AREA I ELEVATION TO FILTER FABRIC TOP & SECTION TYPICAL TRAPEZOIDAL CHANNEL LINING TABLE ONE BOTTOM WIDTH PILOT CHANNEL WIDTH BW < 12 FT FLAT BOTTOM BW=12FT-20FT 6FT BW > 20 FT 8 FT CHANNEL I FT. BOTTOM WIDTH I• � �___� __ _..-J - --- _�. '�^ SEAL SLAB SEE NOTE 5. TYPE A WEEP HOLE SEE WEEP HOLE DETAILS. TYPICAL RECTANGULAR CONCRETE CHANNEL LINING HALF SECTION 5 MIN IN. SEE NP. CHANNEL LINING DETAIL. `�- SEE DETAIL B. IN. TYPE C WEEP HOLE AT FEET O.C. SEE WEEP HOLE DETAILS. Rev.l Date Description SCALE: AS SHOWN JOB No.: 108700 FILE: CONC-CHANNEL-LINING-DETAILS DATE: 11-20-6 JGF CTB FILE: LAPORTE-F LAYER STATE: MASTER APP• I PC3: 7502234 r , 30 •� , BOTTOM CONTINUOUSLY ° • a '. v TYP 4 MIN. FT. 4 MIN FT..� ° ° (•�P� � � � STEEL SEEINO�ECIti. .TYPE "C" WEEP HOLE • d • . � . � WEEP HOLE NOTES: • °) • d I °` i °, 2 GALVANIZED NUTS SECTION 1. MATERIALS: ' � d AND WASHERS ON a. PIPE: 4 INCH DIA. SOH. 40 PVC d. FILTER FABRIC: • I I •) •• d EACH 1/2 X 6 IN. b. DRAIN GRAVEL• SIEVE SIZE %FINER -NON-WOVEN GEOTEXTILE ° J" BOLTS, OR EQUIVALENT, 1 IN 100 MIN. AOS SIEVE N0. 100 MIN .° ° ° I ° • o ASTM A-36, PLACED AT 3/4 IN 70 - 100 MAX. AOS SIEVE NO. 70 MAX d° ( �. ' • e '° ° I :° 30 DEGREE INTERVALS 3/8 IN 20 - 90 WEIGHT OZ/SY 6 OZ, MIN ' d N0.4 0-60. _ _ ... THROUGH PIPE °- ) a - :; N0. 8 0 2. CUT WEEP HOLE PIPE FLUSH WITH CONCRETE SURFACE. , � _ • �•. ,'4 e�. t ,'° d ' °I •• t c. HARDWARE CLOTH:, MIN. OPEN. MAX. OPEN 3. TYPE "A" AND "C" WEEP HOLES FOR TYPICAL RECTANGULAR ' __ �,��' 1/B IN 1/4 IN CONCRETE CHANNEL LINING. TO BE ,STAGGERED. DETAIL A as �- .�la , I• . j. �.• � .. .a � _.I i � •; ; , WEEP HOLE DETAILS I PIPE OUTFACE NOTES FOR EXISTING CHANNEL UNING ( ! I �, i I ,� GENERAL .NOTES:, i �, i TOE OF SLOE t 1.' WHEN PLACING THROUGH EXISTING CHANNEL I ' • �` PLAN � +�� .LINING, SAW -CUT i INCH AND REMOVE 4, FEET ! 1. STRUCTURAL CONCRETE FOR CONCRETE CHANNEL UNING AND NONSTRUCTURAL CONCRETE FOR SEAL SLAB + I, , „� � + ALL AROUND. SHALL BE 'IN ACCORDANCE WITH SPECIFICATION SECTION N0. 03310-CONCRETE. I 2. ' EXPOSE A MIN. OF 18 INCHES OF STEEL i 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 0331b-CONCRETE. • - SPECIFY REINFORCING �� PIPE O UTFALL DETAILS � � �� 3• EXCAVATION AND BACKFILL FOR CONCRETE CHANNEL LINING SHALL BE IN ACCORDANCE; WITH SPECIFICATION STEEL. SEE NOTE 11 �. � .SECTION NC. 02316-STRUCTURAL EXCAVATING AND BACKFILLLING. (FOR OUTFACES 24-42 INCH DIA.) � I 4. RIPRAP SHAH BE IN ACCORDANCE WITH SPECIFICATION SECTION N0. 02378-RIPRAP AND GRANULAR FILL CDy + ' +' _ 3/4 INCH MATERIAL TYPE S• ANON -REINFORCED 4 INCH MINIMUM NONSTRUCTURAL CONCRETE SEAL SLAG WILL BE REQUIRED BENEATH CONCRETE CHANNFLti ;. ( � ' � ! ` � � I j j � I , 6. STRUCTOURAM CONCRETE GRADE BEAMS SHALL BE INSTALLED TRANSVERSLEY AT 20 FbgT MAX. CENTERS ON ` ' �j BOTTOM.' �� - _r CONCRETE LINED CHANNELS WITH BOTTOM WIDTHS EQUAL TO OR GREATER THAN 20.FEEi. 7: JOINTS: s 6 IN. A PLACE CONSTRUCTION AND/OR EXPANSION JOINT IN CONCRETE LOW -FLOW ANb TRAPEZOIDAL BOTTOM -ys '.' ••'�'�� °• •'%`'•' • � �' r SECTIONS AT 20 FOOT MIN., 60 FOOT MAX. SPACING CONTINUOUSLY THROUGH CHANNEL LINING. • i'i 1 FT. # DOWELS ON I B. PLACE CONTROL JOINT ON SLOPES AT 20 F00T SPACING. TYPE 8 ,SEAL SLA81 IN. CENTERS. 8. CEMENT STABILIZED SANG SHALL BE PROVIDED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION WEEP HOLE SEE NOTE 5. � �': 1 FT-6 IN N0. 02321-CEMENT,STABIIIZED SAND. AT FT. O.C. MIN FT.!i 9. DELETE 2 FT FLAT EDGE WHEN LINING IS BELOW TOP OF BANK. SEE MID -SLOPE UNING DETAIL. SEE WEEP HOLE GREASE &WRAP ONE END OF DETAILS. DOWEL WITH FELT OR 'USE �' FILTER FABRIC. SEE; 10. UPSTREAM AND DOWNSTREAM TOE WALL 3 FOOT MIN. DEPTH AT BOTTOM OF SLOPE AND 8 INCHES THIICK. 1 MIN FT. PLASTIC SLEEVE AND PLACE IN WEEP HOLE NOTES.; 11 • #4 AT 12 INCH O.C. MINIMUM OR EQUNALENT WELDED WIRE FABRIC. � j i CENTER OF SLAB. 1 � STEEL SEE'No E�'�� EXPANSION JOLNT THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES GRADE BEAM'. DETAIL 3/4 IN. MATERIAL TYPE THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE CONTINUOUS STEEL (SEE NOTE 6) j � I ' i + ' I I �+. � IN THE END PRODUCT tN ACCORDANCE WITH RULE 4137.33 (b) AND () OF THE TEXAS STATE BOARD OF REGISTRATION FOR DETAIL B I I -- - PROFESSIONAL ENGINEERS. - TREAD, i IN. { _ .I i i '. � . I . I NOTE: STRUCTURAL _., .. -- -' BACKFILL MATERIAL i 1 � 6 IN_ TO BE _. �� , FILTER FABRIC I.� I � 1 � �• SEE WEEPHOLE RISER IN. , NOTES. SPECIFY REINFORCING � , ` ' "CONSTR.UCTION, JOINT STEEL. SEE NOTE 11. �I '+ ` 3/4 IN. MATERIAL TYPE SPECIFY REINFORCING , ,' STEEL. SEE NOTE 11. � HALF'' ,JOINT , CONCRETE' UNING • THICKNESS 5 MIN IN (SLOPES .ONLY) STAIR DETAIL i CONTROL JOINT _ �. � . . „. ..: �. :.' - Sheet Nb ',y�P��°F•rf• ,, � � ',.__� ' :. 6-00-00 LINEAR DETENTION . .* ��nk�ey _ F21 -- . soN ' I � , .�::_ 38793 ;g � 8cB 1 rf I e�C� � ` C ITY � O F L.4 ' PO RTE ` � •. _ �. ��SF�,StE�°?`` � :: consultin .en ineers •:, ;' • �•� , ' '�. CONCRETE ,CHANNEL LINING- DETAILS _ �.' , �� ', � .i ,1710 Secmlat Drfve Houston, 7exoo 77008; www.btnkleybartietd.com „ , �. : , r � ` ? �'- - � � 3`^ n�` - � � � � - / ...- ,. .., i , � i , s of 30 .. � � ;. - ' �' � �. .. > •, � .• -; . '.t .ii � `; -. l ems..,_ �.. _ I -. ' i �. ' j ., ;, •r -- �. 0 Rev. Date etc �., . , ,, Description 4 2 I I j � i � i 0 I � � � I —240 —220 —200 —180 —160 —140 —120 —100 MAINTENANCE BERM ELEV=16.6 18 16 � � j i 14I � j � ' 12'� ' i 10� i 8 i i 6� I i 4 I I I j 2 i � i � ' 0 t i -240 -220 -200 -�-180 -160 -140 -120 -100 SCALE: AS SHOWN JOB No.: 108700 FILE: DWG\SH 146 CONTROL STRUCTURE.DWG DATE: 02-15-06 JGF CTB FILE: LAPORTE—F LAYER STATE: MASTER APP• PC3: 7502234 A. __ —80 _ - 30' IDE PR POSED ETENTIO AREA WINGWA L � � (6 5'X3'X 5' REINF CONC B X �... ' END EINF CONC BOX --- _ - _ . FL=3. 0 _ _. __ _..._ _ ._ ___ _ _ _ _ . - -- - .. -- _ _ _ _ _ _ _ - _ _- _ _ _ -- _ _ l II —60 —40 —20 0 20 - � � .�-� SECTION A -A �- • - 40 60 80 100 , _ _-- _ _ _.__.---.__�. _.._ --- —---- — ----------- _ .__....._ _..__. _ _ _ _ 0 120 140 160 180 200 220 240 ELEV=16.6 MAINTENANCE BERM :� -----� _ _.__ _ 18 �...___-1---__ I ---... t__ ___ I . _ _ ._ __ _I 16 {------.__ _ _ - __ . _._ --f — — _ --a 14 _.._._ _ _ i 12 10 8 14 --- -- --._._ — - '— .._ ._ _� . - —_ _ 2 —80 —60 —40 ,I -20 0 20 40 , 60 80 100 120, 140 � 160 180 200 220 240 SECTION B-B . I . B � � �(' �� : F216-00-00 LINEAR DETENTION sneer �a: ':� �'$cB11'"Fle'd .;.,.� � CITY OF ° LA . PORTE 2;?: consulting engineers ' � � SH 146 CONTROL"STRUCTURE 1710 Sebmist Drive Houston, Tezas 77008 www.binWeybafield.coin , •^ • of 3( — • . . ,, .. "�' _ � ,• ,.- <., n ,. .,: ,. . ._ _ . r I �� - Description . ,, _ _ ,:.. •. ;. � ,:, :,. .., ,. �,. .. ;. ,.. s , .. ,.. :. ,,, >,' :-. .. �. • � 4 +: . # , ,. . 16 � �� 2 -. 14 . , 0 20 � : `. SCALE ' FE 7. 12 HORIZONTAL - 10 I8 , 6 4 12 I p 0 � � I -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 ELEV=16.6 SECTION A -A ELEV=1 s.s , ., _. 16� � I I � _ _ _. .. i ! I I � - -- --_ -- - ._ --- __ _ ._. . _ _ _ _.- - 14 • I � I i ':I .. I ___ __ _ 14 + � - � I _ _ .... � `7 ( I IER ELEV 12 90' � � � 4 _ -- _ _-- _ ____ . _ _ ._.._ __ ..- - _ _ _ -- __ I 12 ..III _ _._. '_.. I _..__ ._ ___. . � j 12 ! - i.. � I I - I i I I I t I I I � (4) 4 ; " DIA R INF CON,. PIPE , I I � _ I . __.. _ _._ I . _ ._ W/ N�ADWALL -AND ',WI GWALLS I _ . _ __- _ _ ._ _ .._.. _ ,.__ _. _ __ _. _ _. (__ _ ._ _____ _ _ .. _. _. - - -- _ _ .. __ -I - -- - - 110 - 10 f � � � _. � i �� i , � i �I i , - � � � ' � , . ._ . g 8 _ __ . _ _ , i � I. �, � i I i i . -1 � � I' . � _ � _ __. _ __ _ .. _ - _._ .. --- -- - _ ---- ___.. ___ _ __. _ __ ___- s _� i. _' .� _. _ I. 6 I i � � _ ` Ii, I ELEV=5. 3 I I, � , I i � , I I � �, � ;. i 4 'I ,'y `-I a r II 1 i �i } � � � i _ ___ I � I I � i I i � ; , i I 2 2 I � ,. I _. .. _. I ; I I _ ___ _ _ __ _- .�_- --- _ L _ :_ ___ _ __ ---- -----. - --_.- -- --- - - p i _.. _I _ � _ _ � � _ _ _ . _�. __ _ ___ _ ___.__ - -- - ___ o -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 �180' 200 220 240 A SECTION B-B ;, I;; , Ir , s Beet SCALE: AS SHOWN .�EOFre � ' � � O LINEA N • P:..........,,�AS I — — ., .` ti JOB No.: 108700 � � � ' .. � � n k l e F216. 0 00 R DETE TION No l,.*• .. , FILE: DWG\B STREET CONTROL STRUCTURE.DWG ��'�'�. ` '' 23 i 3 N a c�� CITY OF LA PORTE DATE: 02-15-06 JGF -o°: as�ss :g � , Y CTB FILE: LAPORTE—F �SS;oN L �;�� '� ` consulting.engneers � , � �;B: STREET CONTROL STRUCTURE - LAYER STATE: MASTER n � �� ' �� I,. �` ��-,1710 Seumtst Drfve Houston,�Tgxas;77008 www.binkleytiortield.com '�� ' � �� °t BO APP• PC3: 7502234 L!i < c ,� %. � 1 � � i .� , , . . • i ,,,� , � _ , i i i i i i 4 � � i I , i � I I 2 �� i ; � � I i I _ .. • ., �. _ ELEV 12.9 - ,, . .. . •. 20' WIDE _ -----1----- _ __. _ _ _ _ �_. � � 4 " DIA RE NF , _PIKE _CON (N DWALLS . ND WIN WAuLS i----- -----�-- � � � FL=S. I ---- - -- __ _ __... i _ _ _ .- _ __ _ .._ _ _.---- _ __ _ _ .__ . i. Description . I ... � I ' I _ _ __ _ _ - 3 i ,� _ ..... I ..I . N _ .___- � _ t0 �. i it � � j , � � � _ _ sl � � � i _� - _ _ - ' I � I I i i � � � � j 3 ' � � , I � I I � I i i ( j -360 -330 300 15� , 121 I' 9i I 61 I__ - _... �i j i i I _ I I i I I 21 0 30 18 SCALE F "ET HORIZONTAL 15 12 9 6 3 ' _ .. _._. 0 - -270 -240 -210 -180 -150 -120 -90 -60 -30 0 30 60 90 � 120 150 180 210 240 270 300 330 360 STATION 88+00 I � � I� � I� _ _(_ _- �; I I ,_ _ -. __ -� _ ._ L _ I ..:i --._ -- ---I_ ---..---- ___ ----- -- -- - _...-._ I -- . — -- —.-' — I _. � i I - I _._ __ - --___.._. - . CUT = 2006.8 S.F. � FILL = 102.8 S.F. I__ _______� ____--__ . _ -___ _ __ _ _ _ __ _ �-- _ _ _ i _ i 21 __ . _ _ _ 18 _ _ L__ _ 115 _- __. _._-__ 12 I I- - 9 a .f � ,- J, . 3 I I _ __ _ _ _. _ _ __ � . ' � --- -- - --- -- .__ 3 ._ . j I ( I � � CUT = 2010.E S.F. 0 i I I I � I. ( FILL = 102.7 S.F. , - -360 -330 -300 -270 -240 -210 -180 �, -150 -120 -90, � -- ---_----- ------ - _ 0 -60 -30 0 �-� , 30 60 90 � ' 120 150 180 210 `' 240 - 270 300 330 360 �� ,, STATION.87+60 � . SCALE: AS SHOWN SOFT , JOB No.: 108700 "•�'� •�s � F2�16-00=00. LINEAR DETENT • � �. � � � n kl ey :: - . Shee No. FILE: DWG\SEC-19.DWG *� ION GLENN A. CARLSON '" � � � DATE: 11-17-6 JGF 'g.: as�as � �' .;.. . CTB FILE: LAPORTE—F ��:SS��stER�°`�� ' � � � l� 11., 1 ; O 1� IJ"1 (- O 1 \ 1 � ' � `1' • �,.. LAYER STATE: MASTER �oNAL �� Consulting engineers CROSS SECTIONS APP• PC3. 7502234 !�'� 1710 Seemist Drlve Houston; Texas 77008 www.binkleybartleld.com ' � , of_ 0�. - � �. ,• .. , �.. 21 ---. _. -I_ _ - _ .. I j 18 __ i ! 15 i 12 9' 6' - ---- __ ► �__ I � ._ � . 1 ' _.- ._' i I i i i i I I ! 3 i i ; � i � � , i � i � ' i .. -� _. _._ �- ._ P) L ----- __ --- -- --3_ _ (TYP} - __ _. I� ,: • W —------- ---� ------ ------'--- --- ---_--- - ---- -- - _ ___ ---- _.. _._ .._..__ 3 .. � �o (� :. i ( � CUT = 3365.1 S.F. FILL = 68.4 , S.F. I _ _.. - - ._ __. __ .. ;_ _-----__ __. _ _ _ __ _ - _.__ _._..___.. _ - __.__ -- . _. _. _ _.. _ ... '� I I I I � - � � _. .l. _. ... .. ...- .. I_ __... - ._. .._.. ._.. _... 0; —360 —330 —300 —270 —240 —210 —180 —150 —120 —90 —60 —30 0 30 60 90 120 STATION 93+54 I I �� I i i i i CUT = ! 456 SO FiT FILL =! 45 SQ FT' i � I � ! ', I 0 o: I �_ N tL 150 180 210 240 270 300 330 L 1 o so' sy . SCALE FEET ' 18 HORIZONTAL , 15 12 ' 9 �. � �, � � � � _ 6 �' ! 3 • I 0 , 360 -i 15 --! - --- __ _! 12 -I -- _-_.. i 9 ' i i I � I I� : I ! ' 1 �: _ 3 �' 3 ! - � ! i _. � - I - - � CUT : _ 2870.5 S.F. ' j• I ! i �'! � � � F1LL - .71.1 S.F. I �:, 1 i _ � _ !_: � . o. 0 —360 —330 —300 —270 —240 —210 —180 —150 —120 —90 '' —60 —30 0 30 60 90 -120 150 180 210 240 270 300 330 360 ' ;,, , - � ,,,, STATION. 91.+68 . - . , .. {"� `. ' .: . ,: ., . _ .. ,:. ; .. — — Sheet No• ' •• SCALE: AS SHOWN qE qF•�-r ' ,". � ' ' , P. R i .. ,y t. F216 00 'OO.:LINEAR: DET ENTION JOB No.. 108700 ,B � n k �e � ,, �: � Y 2 WG S EC 20 .DW G . D nRR�soN FILE' a P 0 I�1" � �E LA _ ITY� �0 F , .. C _ -$ r i p. • . , ,. , :. ` 793 ' ,: ' ' � re :. F. i r,. DATE. .. ,: o ' . ..., :. � ,. .., �••.. ,: .. . , .. .,, .. � CROSS: SECTIONS ,_., .., _ �n . en sneers : � ..._5..-... � consult .. 9 9. .. r �r. ', �� .�. PORTE —F S E: LA � CTB FIL �' , i ., f_ o - 0 N L t A �A) - v ' Fr :: ,. .... , � � , < <.. � .� � LAYER STATE: MASTER � � 1770 Seamlat Oclva 'Hou®ton; Texas.�77o08 www.tl�nkie orlield.com.. _ �' - _ yi1 •j. ,'. �•, � ._ '• .. r �. :,, { � :, :� .: Date Descnptwn PP• PC3. 7502234 � __ _. Rev: � ' � n � ..'.. .. '� .. r.. ... :in : � '1 • r � � i • r � . � .. ' , �-. :1 '.�` �.� iA. `� '. '.q i:- ,' r :.: ,. ,. 4 �� :, _ ire y,,., ,. e-;_i ..0 , i .. ';V • �:, .:.,;:. �. ' i '• �� • • � ' �_ ,. ' �. ",: ;; ,, ay �, ,` �,:; tt;� `. f i , r� . ,. -�: '" i� i `' A r ? � Rev. Date i` � i.i+, I, i ..��.,y - t i � ht��S'� >.�. Description 21 15 12 9 .. . ., h �. :. is o�: ., ;� -. i , ... r :: �. .. i , . �.:. , �.... a �,. , _ ;. r , ,. , ,, ., . ,,.. s ., • _ � $�, a , ,. . ;' `� ; ------�------ 21 , __. ;: , ' 0 30 .SCALE FEET - __- --- �- --- __ 18 • HORIZOP TAL _..------____._ 15 --- -- ----- -- 12 __ ... _..______ ._ __ 9 .. � , 6 I � � ; -- ;. _ _ _.- _.. _._._ _ _ _...._._ _. _. _.. _ � I �� , i I � _ _. _ ... _ . _ ... _ 3 ; � ___ - i '� i : o � �_ _ _ , _ _. -360 -330 -300 -270 -240 -210 -180 -150 `-120 -90 -60 -30 0 30:. 60 STATION 97+60 �� 21� i 18' I]� 12� �'7 I � ' i � I I � i ( i i i � ( I ' � I � i : 6� � I .._ I _ _. _.. _..._._ ..... I i I 3 _ � � i i _- __ I_._.___ -- j � I 90 120 150 180 210 240 270 .. .______.� 6 __ __i 3 . I 300 330 360 _ _. _I i _ _ _ _� .___ _ _ ._ __ . ____ 1 � -_ _. .__-- .____ ___ _ _ _ i, -__. � i � (I I _. _ _ __. _ - I� w (_ _. _. .. _--- --- -- _ --- __ __.. _ - - _ --- . --. _ --. -.II 3-._. _.._ _ __ . . - - -_.. I_. _ ._ .____ ___ _ ... _- --- — — ._____ __ .. _ .I _ C _ __ . ___�) __. __ __. _.. II II CUT = 2983.9 S. FILL = 212.2 S. 1 t a ' � ' ;:, __..__ F. _ __ _ 6 3 ` F. 0 1. .. _ i .. _... _.. _.__ _._ ._. ._ ....._.. ..__. _ _. _._ ._.... _..__.---.._ __ : _..._.__. -------------- - _ .. -360 -330 -300 -270 -240 -210 -180 -150 -120 -90 -60 -30 0 30 � 60 - 90 120 150 180 _.210 �240 270 300 330 360 �`' ,. , .. ,, .. ,.. ,STATION. 94+85 ; , . �. , ' i i. �i, ',, � ,_ �- SCALE: AS SHOWN EOFr � '� �� `�� ' �' �� f; �� ;; .. , :. ,�P•c ...... , .� � ■ � � ' , .� e� JOB No.: 108700 .: YI n kl e a EN . . ., .:. • .• F218 00 , 0 LINEAR: DET TION , Sheet No: y .. .. .. FILE: DWG\SEC-21.DWG , : ■ '! N A. CARLSON : - ' . , DATE: 11-17-6 JGF �o ; 3a�ea ,' ;,: ' _ ` V �., I. 1 ' ; O r ' .Lf'1. (� O I� I : L:. �.� :: _: .�:.. a::�g :&�arf'e�d _ . ..... 4 �. :� f:�,. iS7E�� r •: '� � .. CTB FILE: LAPORTE—F �cS-�......... •• o .. .: 1 eer.S ., S, � ,.:� consultin en n � _ CROSS°::SECTIONS s -, .- ..,. 'r, .. ., , ,,.. .,. ,,,.. ��. +. v LAYER STATE. MASTER P' .� ` �. ..,,_ I t A Fi� eton..Taxtla.77008-www.binkle tlrlteld.com :.a � ... ., .. :, ... .. .... .... ........ '' . ,:. 30 r; �� ..., _7710 Swim a D ve ou .. Yb .. �`�of � :1 . �.. . APP• PC3: 7502234 ',:': '. ,.; ,, .. ,' ,. � : ;y 5. t. ' � 4 ., ,. ..� . .. �. , .; dV .i :. : i ��; ' ... �z;�kt "�` � .� ;� �: ,. ,`::::; • ,i '.t 'S ;5� `. `a.+ , . , !,, •l: �i tf �. ,• Date Rev. � - {P�w. ' ' i Description 0 i ' ' -360 -330 -300 -270 -240 -210 -180 -150 -120 -90 -60 -30 0 • STATION 102+90 21' 18� bU yU � �� , .,.. ----- _ __--- - ._ __-I 15 __ ..-_.. 3-------- --- --- -- - - - 12 I- - -_ _ I 9 t� II, __ _ _ --- - _. --- � f __ -.__ _I ..__-- I I _. _. ._ _ � 3 � I CUT = 2765.8 S.F. j FILL = 7.54 S F. I I _ __ 1 0 80 210 240 270 300 330 360 _, _ _. ..., _ _ ... ,--_ _ -- � _ _ ._ 121 .. . �..__ ___.. __-___1..-_.___-___ -.-� 3 ____ �f- I w 3 � -- (� -- _ i - -I 18 __. i _ i 15 __ _ _ _. -.�__ _ _-_ j 12 i i I � i i � I I � � I � I -- - ------ - -- - - 9 � I - -- ----- - - - _- _----- -- -_ -�--- ---. �; , _ _ __ I � , _. _- ..._ .._._. _. - .. . 9�� i I i i I I � �, I � i I � I I � - __ - -- - _ _- - -_- __ __. _.----- ---__.._.__ ___- - -- -- - -- _..__..._ _ .. _ _ _ _ . 6 ' Ii � - ---- i � I - - -- -_ _ _ __._ ___ I i ..._ , . I __ - 6' , i I I, 3 � i � - ___- - -__ __ _ - --- _.._ - -- --... ' � � _ - - .._----.------ ---- --- � CUT = 3500.E S.F. ' � � � - I-- ____ i -. _ _-. ... __. _ . 3 I i i_ I - FILL = 10.08 .F. - ._. --- .__ _ - 0 � j � I � .. � --- -- � I � � _ - _ -_ - -- -- ; �300 330 : 360 0 � _ -180 -150 � _-120 -90 -60 -30 0 30 60� 90 120 150 " 180 210 240 � 270 -360 -330 -300 -270 240 -210 STATION 101. +90 , ; .. • ... . r: � i Sh t No: ,� _ ;,, :; F21.6--00--00 LINEAR DETENTION. �, �oFr �'e SCALE: AS SHOWN ........... �' h .. ,.. �� No.: 108700 * � ` JOB !� ■ . ° 4 ,' . `P O RTE , OF lJ� - FILE: DWG\SEC 22.DWG N a -- i"'F� e I C�' ONS ;.�cB.C1 ,. , , CROSS SECTI 11-30-6 JGF q�: 38793 ,gig .. DATE: '�`'-'!�o ��°'�`` �t1I1 efi ItleefS . .�sT. COIISU g �; I 'op. 30. >, , ,,. GTB FILE: LAPORTE-F S�oNn� �' +� t1710 Seom�st prlve �HoustonrTexog 7700gwww.binkleybarfleld.com.� - � � ,; , ,'. '� '. `�� _ . LAYER STATE: MASTER ��" - .; � , ;, � ; �� .., .: , - , , _- _ r ,, , ,, , . , ., i,.. : � ---- - ,. . . E;; - _-. �-.- .. t. 4 S __._ '`. �, '. �'S,. t , . •a • � t ,� r �.: >,. r � y., f k:: -. , � . 1, . �.�,.;_ t 4 ' ., r` �. .. 1,�1 � {' �. k; ?, Rev. Date Description �_ - i:: , a 21� i� I© i 3� ' i j � '� �. i i � j • M to 'I r I 1 _I � ��,- —�_' T_ _t _�� I I _� �, j',�i'!I. ,I�� , ', �, c i 0 � � � _ _. --- - -360 -330 -300 -270 -240 -210 -180 -150 -120 -90 ,--60 -30 _ 0 ' STATION 106+07 21� I i I j ' i 18 j I 15 i i i i I i 12 j j i � 9 i I i � ! 6 i i � i i � i 3 � � � - - - j i 0 to 30 60 9,0 120 150 180 210 , 240 � 30 � . SCALE 'EET ' ----__...__.-. 1 .HORIZONTp _ rT _L 2 3 15 112 I� -- ---.__ _ --- _.._. _ _ --___ � 3 i = 663.93 S.F. � = 184.57 S.F. � 70 300 330 360 I. I - _. _._-- _._ -- _ __ __ __-. � _ _.. _ ___- -- ..____ t- I I � � j I i . _-�. _ _ -- _j _ -- - - ---- CUT = 2189.3 S.F. FILL = 22.4 S.F. _� .. _ _ g i _____ _ _ 3 0 --------- --- ` 0 -) __ \- , -300 -270 -240 -210 -180 -150 -120 -90 ' -60 -30 0 30 60. 90 120 � 150,., 180 210 240 270 300 330 360 390 -330 `� •� STATION 104+ 15 I ;. ;�, t ,=. c • r 1 ' . ; _ •',.. r . , Sheet No: a ,. . SCALE: AS SHOWN P'��'0••F'rF-r � ; �� ` ; � ;` - �:., F'21;,6-00-00. LINEAR DETENTION , . .q B�nkle JOB No.: 108700 r`'.. • `' y � , FILE: DWG\SEC-23.DWG NN A. cA tsoN ps � V' 1 1 O� ' L!'\ ' 1 V 1 � 1 �. ��&Barf�el�d , o `; 36793 •1 � .. r i DATE: 11-17-6 JGF '$:':mac �o.�,�g r? ,, : �.5...,S�ER �, '< consultin ,en ineers , , EC � •` CTB FILE:. LAPORTE—F see �' ; ,, g : 9 .:... ...: _ _.. • . � ,.. 30 . CROSS. S TIONS LAYER STATE: MASTER �� , 1710 Seoml8tl0rive Houston;:Texas 77008 www.btnWegbarfieid.com ': �,- - � . I� , s PP 7502234 PC3. ,,•: a: ,: •� ,., - �, , ; • ,.: , r S • t: � t. , a . �. '' ' Q�i _ i tql_ _ - 4F � Rev. Date t,'` , I C �,,.., Description 18 I � � !I i I � ( � I I I __._ I I � 1 I I I I I I !. 1 _ 1 j- I __ . _._.-.-- -- 15 j I �, i 'i I �� 1 �� j I � �, _ co __. j_. I .._ - _ _. 12i � L I �) ,i ' I; � i I � � , �� 1 � � i j I i� � � _ . , _. _ _._. - - , 6 , i i I I i I (' _ _. j � j i , I l i I ! � _ _ _ 0 ! —360 —330 —300 —270 —240 —210 —180 —150 —120 —90 —60 —30 0 30 STATION 108+ 12 i ... 60 yu I zt) 150 180 210 � l _ I _ � _ � __ i _ _ � __ _ --- __ � , _ . _ ___ ___ _i i__ _ __ __. __ �- _ --I-- _ 240 -� 15 12 _ _____. _i-_._____- �_-__ _ - I 9 _� ----- i_ _____ __ I 6 -- - -_ _-- __ -. ____ 3 1T = 663.01 ! S.F. _L = 160.39 S.F. - I I_.__-- __ I _ 0 270 300 330 360 i - � � �,- r 21 '--- ___ _ . ___ ____ _� __ I - - - 118 � . -___ .. ---. __ _._..- - _ 15 � ' I I � 12 �--- _ _ .._ .. to I�� _ --- - _ g I --------.___..__.._f_I _..._....---- -----I--. _ ____ 6 ' '':'. - , , _ ___�_.- --- -- --.. _ --- ---- -_ _ 3 CUT 2189.E S.F. FILL = 23.37 .F. , 0 ------ -----) - -- --- _� i i --- - -_ . �:I__.- _._ ___._I ---- �---i --__ - ---1 _ - _.__ - . . 0 120 150 180 _ 210 240 ., 270 300 3 0 - . -360 -330 -300 -270 -240 -210 -180 -150 -120 -90 -60 -30 0 30 60 90 �.>I � STATION'. 107+45 � :. ;. ` ' I - N ,Sheet,No: R,. , ; ,. , .- � . F216--00 00 LI EAR DETENTION SCALE: AS SHOWN Pq6 of rF s , , B I � �' � :' JOB No.: 108700 � � � , 1��:: - � :y �� 29 5 FILE. DWG\SEC 24.DWG �' �' � � ITY 0 F lA . � P O RTE .o+. 36793 g � �.�ar .: ' CROSS .SECTIONS :. DATE: 11-17-6 JGF �,-..�+ �o.:�, j .F�,STEe:: �� Itin en ineers � • � , �S .......... � consu , . g g _ - .. • CTB FILE: LAPORTE—F SioNa� �`' ,•� , ' � �.� ouston-�7exos •i7008'.www.binkleybarRaid.com � � � � � � �' • •� � � � �� - 1710:SeaMlst Drtve H of 30 it R STATE: MASTER � ' =' - LAYE .Za � ,,. � .!' ,} to . ,w�, ' ! : r^ � ,, .- , APP• C3: 7502234 � ,,, y .h -- ---- P �° � �- :, .. � _ t � - - _ �, t t , ; •. ,. , ' - ., �1.�, . ,.: _, ... --� -_ ..�.__ -� ---� _ -----�..---------r--------1- - _ : SCALE `FEET � I I _ --- . _ _ � _ `. ; j � _.-. -- --- ----__ _- 18 HORIZ )NTAL � I - - - -, -- - .. ---- -_ _ - - � - -. -- -- --- ------ I � I --------- -- ---- _, --- ------ _. _. __ - _. _ _ - __ I 18, I i i I I � I z --- -- - _ _ - -- --- ---- -------- ------ -- - -- - _ --- --- —------- 15 i :, I �i _ _ _ _ -I 30 3 _ ._._.._ ______ _-- ------ - ------------------ ---- --- - - a, _. __ 15 I j I I �I i _ __ � _ _. I - _ Iw � , ___ - � i I w : _ ., I I, j � � i j� � 13 -- -- - -- -------------------- -- - - - - 12 I I g '• � �o -------------------- - - �� i � I � � _ j .. __ .'. _ _ _ __ __ ._ _____-- - _ _ _.---- --- ------------__-___ i � __ 12I_ L I - __ - ; I � � I I N � I j � I � j ' - -- - -- - - -. _.- _ __ -- -- - -- -- _.--- --- - - -- -- - � - - _ _ _ _ 9 - i � � � I � � i � - .___ --_ _ __ _ -_ _ ---_ , _ . - - --- - _. - - ,_ - i- i � � , j , 9' i i � I I j I _ i I I � __-._._ _. __ ..__.� _ _..___ .__ ---- - - -__.. _--- . - -- _ __ ------ ___ 6 II _ _ ._ . i _ i __ _ _ i i i � � 3 � � 4 � �. _. _. � i I I _ _ _ _ - _� _ _-- - _ _ _...._ - _ —_ ----- ..- - _ _._. _.. - - _ __ I _ _!. ' j - � _ -. ... __. I CUT = 1263.4 S.. . I � i I 3 i ! � FIL = 35.39 .F. j L j � ' I , • i _ -- - __1. _ _ __ _. i____ _ __-- _- 0, 30 60 90 120 150 180 210 240 270 300 3 -360 -330 -300 -270 -240 -210 -180 -150 -120 -90 -60 -30 0 STATION 111 +42 21 I___ ___ ___._ _ . __... __ __.__-__ _ ._ ____ f ._-_-- .---- , _.. I I i _ � _ I 21j ; ; '' j 18 .. _. _ __. _. _ __ : : __ _._ _ _ _ __ _..._ _ L_ _ -- -.._ - _ - _ - -- I I I 18; i � I - � i � � 3 ' I _ . ___- o , � :.._ ._ _ _ _ ... _ ..--- i 3I ' I ___. __. __ i _ _ __.. _ �I , I ;o ( _ I � I � � � I I �: I _ ._ I � _ . - -. _. __ . _ _ _ . ---- - _ __ - -- I ' � � I � ,- .. ., _ __.. - --- 12I � � �N I i � I I ! � j � � � i { i' � � � I _ _ j .__ .. _ _._ _ _ _ _ _ _ _ _ g • � .. __ ... i i � � ; i � � _. i i I � � i- i ' � i I I i I � � j I I � _- -__ _ __ i __ -- __ ______ _ _ 6 • i � � _ i � �, I � I __ . _.. _ _. __ - _ _ _ _ _. _ _ . --- i i i � i � _ I 6 II ,i � I I I � � � j � 3 i I -- - _ _ ---- ---- --- - --- --- - - ---- --- ----- --- - - - -_ _ _ ----- � � � I _ _ _ _ _ --- ----- _ - __ _ - _---- --- --- - � I _ � _ _ _. .__ ..--- F� i i -- - 3 I i � ._ 491.33 S.F. , i � i LL = 123.49 ' S.F. __ --- --- - ._ . _.._.I 0 � � I i i --, - --- _ ---- ---- ------ ------ -- -- - _ __ _ _.. _ __ 90 120 150 180 210 240 270 300 330 360 , 0 I . _ 30: 60 —360 —330 —300 —270 —240 —210 —180 —150 —120 —90 -=60 —30 0 STATION 111 +02 . . �, ;ii � ,- _ _ ;Sheefr:No:� ;y SCALE: AS SHOWN JOB No.: 108700 - FILE: DWG\SEC-26.DWG DATE: 11-17-6 JGF CTB FILE: IAPORTE—F MASTER LAYER STATE Description APP• PC3: 7502234 i, - :, F' 00.. 00 LINEAR DETENTION B ' y�. , ,. . .. CITY OF LA F�O.RTE` ,! , ! .�{ .; �- BC11�'�IGIt� � CEZOS5,: SECTIONS ;' + ` �'� . �: - ;. ers .� Itin en ine onsu , _�c 9 9 r , ... <. .. •: .. - - � , Texos •77008 www.binkleybar(I . . , . , - `� . ,.. ... � � '. � ! 1710 Seamiat Orlve. Houston.. :,. , _, , F �. ,t r i ' ,. '. r :•�. f� .;,• .. .. , - ., ,: �i, ,. .� t t•:• .. n r 1 -.'i �