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6.8-116
BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA 7C4ITYrlFTATKlRn SFIELD AVENUE AND "P" STREET ELEVATION =397.54 CIN DATUM PUI_ � I� D KJ \M(B1_o_-) F17 u v� BEARING BASIS PLANS FOR CONSTRUCTION THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH 89012'18" WEST. � CITY STANDARDS C ANAL FC I L I T I E S THE FOLLOWING CIN STANDARD DRAWINGS ARE MILL CR E E K LIN EA R PARK PHASE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -22: STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS ST -1: CURB AND GUTTER ST -3: SIDEWALK SW -3: PAVEMENT PATCHES AS MODIFIED HEREIN SW -5: FRAMES AND COVERS D-9: PIPE SADDLE DETAIL D-14: CATCH BASIN TYPE "A D-16: GUTTER DEPRESSIONS D-18: MANHOLE TYPE "B" _ — _ _ -- "Q,STREET I 41 MILL CREEK PLAZA - "S" STREET I I I t - . "._ "R" R STREET NEW WATER LEVEL SACRAMENTO • SAN FRANCISCO • FRESNO CITY OF BAKERSFIELD I �.-...K,3, LOS ANGELES strwl -rOMW RIA I lr, � 3rd _ s nsz s " WAY aNvs e SAN DIEGO j � ` 31; � �' Street � : s � ` b •.s s „ ,. IS,... , 6�� std ,s� rss x.A$ STATE OF CALIFORNIA r; �_ ... v sli i�� �� �r St �r °.� fi r r.igz— ...,• 28th .' FRU UER3tDIE '� :� t� t�r d 11 jo i > # t dYt xp g 134 `CA 931 x,F - a MOM �,� PROJECT 2z;id0..: p y`• ��. 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PROJECT ELEMENT DRAWINGTITLE T-1 TITLE CONSTRUCTION PLANS SP -1 SITE PLAN SITE PLAN GP -1 GRADING GRADING PLAN & PROFILE GP -2 GRADING GRADING PLAN DETAILS AND NOTES GP -3 GRADING GRADING SECTIONS 1 GP -4 GRADING GRADING SECTIONS 2 SDA STORM DRAIN STORM PLAN -PROFILE ST -1 STRUCTURES WEIR DETAILED PLAN ST -2 STRUCTURES WEIR ELEVATIONS & SECTIONS ST -3 STRUCTURES WEIR TRANSITION APRON ST -4 STRUCTURES WEIR INTAKE DETAILS ST -5 STRUCTURES PEDESTRIAN VEHICLE BRIDGE ST -6 STRUCTURES PERIMETER WALL DETAILS PC -1 PRECAST PRECAST WEIR PANEL PLANS PC -2 PRECAST PRECAST PANELS PC -3 PRECAST PRECAST PANELS REBAR PLACEMENT PC -4 PRECAST PRECAST PANELS MISC. DETAILS MT -1 METAL WEIR BARSCREEN & WALKWAY PLAN MT -2 METAL BARSCREEN SUPPORTS MT -3 METAL METAL DETAILS MT -4 METAL WALKWAY SUPPORTS MT -5 METAL BARSCREEN DETAILS MT -6 METAL WEIR PLATE DETAILS WG -1 WEIR GATES SLIDE GATES - OVERALL PLAN WG -2 WEIR GATES SLIDE GATE DETAILS WG -3 WEIR GATES SLIDE GATE DETAILS AEA AERATORS AERATOR DETAILS SUBMITTED BY: rlluCt/Arlu TVI DATE File Name: COB08001TS1.DWG CITY PROJECT NO: P6K117 rlMeyer ,ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Mill Cry Takers-r'etd Life as it APPROVED BY: RAULROJAS PUBLIC WORKS DIRECTOR APPROVED BY: APPROVAL RECOMMENDED: FLORN CORE BRAD UNDERWOOD 'DATE WATER RESOURCES DEPARTMENT DATE ASSISTANT PUBLIC WORKS DIRECTOR ARNOLD RAMMING�� ' CIVIL ENGINEER IV, DESIGN ENGINEERING STEVE WALKER RECORD DRAWING CERTIFICATION I TRAFFIC ENGINEER CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PH 5A CONSTRUCTION PLANS - CANAL FACILITIES PRINT DATE: 10-3-08 ■ Z a W O cc L k L a W Z J W W v J J M■ c e I )� ��� I I I 1 L E G E N DKia ITEMS OF CONSTRUCTION TOPOGRAPHY I�I o -_-+- -----' ---------- - PERIMETER WALL -- - -_- --jO FOUND MONUMENT AS DESCRIBED EXISTING STREET LIGHTPROPOSED FINISHED GRADE ---------------------------------_--- -- �---- ----- --- - - - - - �`, EXISTING POWER POLE ��ctu n ABBREVIATIONS: — 3 , WATERWAY PERIMETER BC = BEGIN CURVE EXISTING STREET LIGHT PULL BOX ------- BW BW = BACK OF WALK EXISTING DOWN GUY - E � C - - -- - - -- -- --- -- ------------------------------- --�- -- - - CB = CATCH ABSIN O O EXISTING CABLE T.V. VAULT 1 - --- --- -- - --- -- ----- ---- --- DECORATNE RIVER ROCK C/L = CENTERLINE 0 EXISTING ELECTRICAL METER -J---- --------------- i -- . - - --- - - - BOULDER GROUPING, DWS = DESIGN WATER SURFACE y R 1 TYPICAL ELEV, EL =ELEVATION 0_ EXISTING TRAFFIC SIGN EXISTING TREE, DECIDUOUS, ; EC = END CURVE EVERGREEN, PALM, SHRUB EP = EDGE OF PAVEMENT I o TOP OF CHANNEL � s EXISTING STREET NAME SIGN �9 SURVEY ELEVATION ( 1 8TSTREET RT{ , EXIST = EXISITNG X < — SLOPE RATE AT - LOW WATER CHANNEL AND FC = FINSIHED CONCRETE I R 9. _ _ _ _ _ _ L _ _ _ _ _ _ HORIZONTAL TO VERTICAL v FG =FINISHED GRADE SIDESLOPES ® EXISTING IRRIGATION VALVE OR RISER $ EXISTING SEWER LINE FL FLOWLINE xX I PEDETRIAN PLAZA TOE OF CHANNEL = CONSTRUCT SEWER PER CITY GB = GRADE BREAK 0 EXISTING IRRIGATION STANDPIPE - - D EXISTING STORM DRAIN LINE REFER TO MILL CREEK S STANDARDS INV = INVERT 6 M = MATCH EXISTING WATER VALVE w EXISTING WATER LINE I PHASE 5B PLANS QS CONSTRUCT SEWER MANHOLE MH =MANHOLE t— EXISTING TELEPHONE LINE °°° °°° °°° : TYPE "A'PER C.O.B. STD. S-7. RG = ROUGH GRADE EXISTING FIRE HYDRANT ----- -- --------- -- -- - -- - ----- -- - - -- - - -- ---- --------------------------------------------------- L -------------------- ---- -- - - - - !E- --- �z - --- -- -- --- ----- SD =STORM DRAIN O . ------ --------- - --- - ---------- _ --- - ----- -- - --- - -- -- - - - --r---------------T- - - o - ---------- ----- -------------- (D © CONSTRUCT SEWER CLEANOUT SG = SUB GRADE ® EXISTING WATER METER EXISTING GAS LINE ► ---� ------ - --- - - - - - - -- ---------- --- ------ - ----- -- - - - PER C.O.B. STD. S-20. ------ -=-----------�--------- _r,kF4� STA=STATION EXISTING HOSE BIBTC = EXISTING UTILITY TRENCH ------�---- -- --� ---- _ _ ___- -P OF CURB D ----- PER CITY STANDARDS NSTRUCT STORM RAIN TOS TOTOP OF SLOPE � EXISTING WHARF HYDRANT �� — — �� — — �— — EXISTING EDGE OF PAVEMENT � ; ; ; � � � `_ � � ----r_ TW = TOP OF WALL ® X X EXISTING CHAIN LINK FENCE CONSTRUCT STORM DRAIN W - SIDEWALK EXISTING BLOW -OFF ASSEMBLY I MANHOLE TYPE 'A"PER C.O.B. STD. S-7. SEXISTINGEXISTING BARB WIRE FENCE ------- CONSTRUCT CATCH BASIN '"-� y i I I I A 1 I TYPE "A" PER C.O.B. STD. S-12. INFORMATIONAL ITEMS (NOT A (D EXISTING SEWER CLEANOUT O"--- -` —EXISTING GROUND CONTOUR �- STATION IN 100 FEET PART OF THIS CONSTRACT) EXISTING STORM DRAIN MANHOLE �--_ LIP 281 CENTERLINE OF EXISTING CURB AND GUTTER CANAL RAILING I - - -- - - I - - - ® EXISTING GAS VALVE - II I V CONSTRUCTION FLOWLINE EXISTING PIPELINE MARKER EXISTING PROPERTY LINE �-----------� PROPOSED FENCE P/� - - - - - SECTION DESIGNATION: ©EXISTING TELEPHONE PEDESTAL LETTER DECORATIVE PAVING ABBREVIATIONS I I III AERATOR - o �iI END CANAL WORK EXISTING TELEPHONE VAULT MATCH T PHASE 5BA II1 I i III EP EDGE OF PAVEMENT PARK BENCH EXISTING TRASH CANS TC TOP OF CURB CONSTRUCTION EXISTING DRAIN PIS 2 - PEFL FLOWLINEI o ' >> I t tir I I I I SHEET WHERE SECTION IS SHOWN PROPOSED TREES EXISTING STREET LIGHTS CL CENTERLINE ' ' I�P/ °� I I I °� i I T i f I I I PROPOSED CS EXISTING WATER FOUNTAIN ELEV ELEVATION DETAIL DESIGNATION: TRAFFIC SIGNAL I EXISTING NO. 5 PULL BOX FC FINISH CONCRETE o DETAIL LETTER PROPOSED LIGHT STANDARD EXISTING TRAFFIC SIGNAL CONTROLLER A - REGhADE CANAL AND I I ♦ EXISTING MAST ARM TRAFFIC SIGNAL BOLLARD j i �6 ° ' II : CANAL R/W AREA ; I °°� �DETECTABLE WARNING� a i SHEET WHERE DETAIL IS SHOWN STRIP -.----TRAFFIC SIGNAL PERIMET R WALL II STREET LIGH PEDESTRIAN HEAD [[� a WATER FOUNTAIN l;-- - _ �...___ O TRASH RECEPTACLE t— G ' 6" SEWER / - ----------------- -- '--------- I--------�- CH OH OH — — OH —OHe- 4 AC NOTES i---T- -- - - $j- /-- --- - T-----------------------/r---7------------------T- 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO M-�r----- I I / y,- �� I SIDEWALK, LIGHTING, LANDSCAPING ' I G I I I ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO I ;>> /I I AND PARK ACCESSORIES ARE NOT A 'VQ/ '4"TRENCHING. ;' ? PART OF THISI CONTRACT o . I I I 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO Whip PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS i IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. (!Cn ' I I 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF NECESSARY PRIOR TO I; ° CONSTRUCTION. Y `=4 CONSTRUCT , PERIMETER WALL i - -I I all�_-------------- - HOUSE 11 I MILL HOUSE III TRELLIS WITH PARK BENCHES EEL: T i� WITH WATER - L T -- - -- ---- -- - -- -- - - --- --- /� D - D y-- ---- D - - D - D- -1- --- o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - " , 'i -per- r � C L- - --- - -----L- ----------- -- ' ---- ' - - - ,-'" '" ------------------------�-- ----- a - - - - - - - --- --- - - - - -- - - - - - � ".� �',E _ .ter-- - - - �- � .. _ ----------------3----------------------------------------------------------------------; ------------------------------ - -- - - - ----------------�------�- ----- _ - - - - - - o �� �, -��� - -- -- -- - tom- �� >�l�` X x _ I- X CD NEW PARKING AREA �� o X NOT A PART OF THIS CONTRACT SMALL N ` 17TH STREET FOUNTAIN �� ` L = - �'�� r �" INTE ACTIV _ �X _ 17TH STREET c UUNIAI ll t 1 I i' I 1 -i- V O r Iv � _ "�K , �O.. ! ��/ -•'� ` �� �,%' ,� + I � ° ° - - X ----- -- --------------------- - ----------- -- ----- - - - -- --- ----- - --- --- ---- -- ----- -- -------- ---- ------------- - - - - - - - --- --- --- - - - - -` ° -0 - --- ----- -- e - r �� - -- - -- -- - - - - a ° TV ` x - - --- -- - - - - - --- -- --- -- --- -- -- -- - ---- --I - - - - - - --- -- --- - --- --- -C - \ - O OY o �'[ I I � I PG&E VAULT -- I W_ i cI I I �0 I ' :' FORMAL == 7 v CONSTRUCT WEIR STRUCTURE FOUNTAIN � MILL CREEK PLAZA CONSTRUCT 32'x8'x 26.5' NOT A PART OF 0 wl ' I ----I ------------------------- PRECAST ARCH BRIDGE THIS CONTRACT w i now - SCALE: 1" = 30' 0 15 30 60 120 PM: RDM Drawn By: -"- -�- RDM - - -- --- AutoCAD File: C0808002SP1 File No: - --- COB08002 -- - --- Date: 10-3-08 Rev. No. Date i PLAN — MILL CREEK PHASE 5A Mill C'r� M I'` *.'-�� '� CITY OF BAKERSFIELD SHEET NO. MILL CREEK LINEAR PARK PHASE 5A Civil Engineering, Inc. akers ie of 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 .!l / Life as it should be. �/ w�.-- a 6•�a � SITE PLAN / / Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 Date: Revision Description Approved By 9 10 11 12 13 14 10 :, 18 19 20 21 22 23 24- 5 >_9 30 CITY 00110MENT '�31+06.759+9996E 402-�b_ zlm 7 61;\J 0.26% 19.58% EX 40 N x—�—co 4-7. O C14 + in o LLJ 0 :z cr M COI ?yTRUCT\STQRM N." ' SHEET SD -1 CONSTRUCT CONSTRUCT AERATOR VIA, DRAIN \SEE PERIMETER WALL �AFOUNDATION AND CABLING 0- � \ ` f e CANAL R 0 A 0 SEE DETAIL 33+42.11N, 12+19.10E X 0 14 0. %A%J 7 98-ORL RT,BY 'e 41 tl Z)b A61M TRACTOR 40 'tK MILL A > ? D O s- IL4\ -7 Z:• Y U 9 40Jr3 4.' _X7, 77� -0 Y C14 8s �T Tw ------- tff' 30 _7��Jo ------------ - — — — — — — — — — — EMOVE & DISPOSE ----------- 110 .511, 4 EXIST DBL 5'X8' DESIGN WATER SURFACE: 400-0Q Eau. uN lo�r LINED-CMAl- -ONSTRUCT WEIR,' BOX CULVERT & CHANI4EL IN fERT GRADE: 392.00 ',--�LAND C STA.'31+02. HEADWALLS L 41 1--0+68=76E — — = : ' a9z 'U 4.5: 1). 392 0() 114'1 1 1 F 1* ----4 0 LOW --C, 403 10.01, oo ANAL - 711�� - U. ----------- 40 2" _X1 (15-1 4Ol O < 401 ollf. I.(; 11 FG % .32 _v W\- 40 \ell' �_N f -26 4'12-13*\\ G x �4i 40. 0 53 ir %7 0 - ----- ---------- 0� DEMOLInON LIMITS- ----------- _x K CANAL 7 1 CONSTRUCT ROC uj- - SHELVES SE H o o \ '`\'\;1 "r \. E DETAIL uj co _-k f., C) "111�_ 1 w \41" , V, -cc-, 2t U- -61 0 --t 40 06, 06, 00 Ld = C-4 + Qq -99- w M + 00 wu GRADE\CANAL AND CANAL R TO <F= 00 00 7 TER WALLS LLI CD LLJ CONSTRUCT PERIMETER +05 GRADE CANAL AND te) LINES AND ELEVATIONS SHOWN 10 SEE DETAIL C v7-!- � =: r= " oi 1� ANAL R/W TO LIMITS FQ1, 00 r o T—L!Lj Klr% TO Ll \\:7 \ 40�3`92 C14 �C-k PHASE 5B FL Cl 0-A 04 Li --------------- _v. to �j W V) GRADING PLAN 0m C4 cp-A lz A �-j m MA m neff", Me 394 392 we, 388 20 0 20 1 20 5 OR "I 402 M Me] neU 394 392 390 388_ 51Z 0 L C) o 0 C) (o 0) c co I'- : (n Uco co , -70 • %.J (o O Ui c' Q) U) co w (Y) _00 C'L U mi (o (o Cfj C) 0 CL o it z g cli (z) I OD 0 Z C? 0 co 1 (1) 0 = 0 i 4 1:5 13) (� 2 CL 10 QU LL 010 Lo n I_ LLJ C) I w E -L o ) 0 w 0 n cc LL n U) Y 06 W 0: y < Z < 12- - < In Q uj (D 0 z z 0 uj < LIJ cr U (D _j 2 i2s, 11 _c � v R SHEET NO. pof OF 4 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE 2007 EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING." `. o TEMPORARY GRADE LINE TO ALLOW+ _, FOR WALL CONSTRUCTION IN TRENCH 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. CANAL RW EXISTING GROUND AND DECORATIVE ROCK TO BE CANAL RW 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. _ PROTECTIVE CANAL SECTION I PLACED UNDER DIkECTION RAILING PLACE BOULDER GROUPS PER OF CITY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO PLAN AND AS DIRECTED BY CITY I BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THIS s, VARIES 10' MIN. PED. PA VARIES 7.50' 15' 7.50' VARIES 10' MIN PEDESTRIAN PATH VARIES GRADING AT NO COST TO THE OWNER. _ - - 00 1w E� 40f - _ 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY �O`' F 3 �0 11N -- - - - - - - - THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER a ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. ,o P 4" THICK CONCRETE WALKS� >� Fy' �l �o 5� SG ' OO 6 THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA 1.5 o`V + �?0 1.5 t� F DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON IN CASE OF ROUGH GRADING CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU U o ' �r - - Co - tiL - � LINE PER THIS OF SUCH CONFLICTING PORTIONS.L co GROUT ROCK 4- - - �`� LO CONTRACT _ c° EXCAVATE TO WALL FACE AFTERS 12' WIDE X 4' HIGH CAST IN 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 4h -0 U WALL IS COMPLETED SOIL CEMENT LI ITS PLACE PERIMETER WALL L. 0 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST N REMOVE ALL EXISTING SOIL CEMENT LINER, SEE CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. () c RUBBLE AND INSURE SPECIFICATION THIS SHEET ca MINIMUM SOIL CEMENT 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. °0 THICKNESS OF 9 I J o 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. r iJ_ \ a) TYPI CAL SECTION A 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. U co Scale: 1"-8' GP -2 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION co STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. , ► T' 0 CD 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED io 0 POUR IN PLACE TOP OF EXISTING OR NEW HEADWALL WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. T ii CONCRETE FLOOR SHOTCRETE CONSTRUCTED WALLS 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY f Im TO MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE I $ t FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. _ Q 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL j I00, FINISHED SUBGRADE PRIOR CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO SHOTCRETE PLACEMENT TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN I TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. 1 WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR I o PLANNING DIRECTOR. I Q EXISTING CANAL SECTIO''' 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION i v 8' BENCH 2' OVEREXCAVAl10N 8' BENCH OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE I i TYPICAL TYPICAL PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR _ l OVEREXCAVATE EXISITNG CANAL AND RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS BACKFILL AT 959 COMPACTION TRIM SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY TO STRUCTURE SUBGRADE LINES THE COUNTY CORONER AND PLANNING DIRECTOR. 0 SECTION - TYPCIAL TRANSITION B 17. ALL USED OIL AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL I z LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES WITH VERTICAL WALL GP -2 DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION a Scale: 1"=8' AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. m o o I 0 fj p CO Up zok c? 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN o 5 0 I� 0 jo TOP OF EXISTING OR NEW HEADWALL EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S POUR IN PLACE ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A Q CONCRETE FLOOR SHOTCRETE CONSTRUCTED WALLS BUILDING PERMIT. ll7 _ Cf) _ _ _ _ _ 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN, W HEREAFTER REFERRED TO AS A "SWPPP." THE CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES BOARD 0 (SWRCB). THE CONTRACTOR SHALL BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AND STORM WATER POLLUTION U PREVENTION THROUGHOUT THE CONTRACT PERIOD, THE SWPPP SHALL INCLUDE BEST MANAGEMENT PRACTICES, A COPY OF THE NOTICE OF INTENT W Z VICINITY MAPS WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF COEFFICIENTS, MAINTENANCE, INSPECTION AND REPAIR n w FINISHED SUBGRADE PRIOR J "r/,%f ' % `1 ! !''''' /'' f r' TO SHOTCRETE PLACEMENT PROGRAM, LIST OF SUBCONTRACTORS AND INSPECTION REPORT FORMS, SPILL PREVENTION AND CONTROL, VEHICLE AND EQUIPMENT FUELING AND Q EXISTING CANAL ! ' f ' �`/` r. ` ' W r 'i r - 1 `r'�/% .r', MAINTENANCE, EROSION AND SEDIMENT SOURCE CONTROLS AND ANY OTHER ITEMS AS NECESSARY. THE FOLLOWING BEST MANAGEMENT PRACTICES Ir U) SECTION ,;�' , , ��,� I 'f %�';=, . f' LIL _J . ;1' I i� (BMP) SHALL BE INCLUDED: if,1/'�','� Al!I IN ACCORDANCE WITH CALTRANS: SC -7 STREET SWEEPING AND VACUUMING, SC -8 SAND BAG BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 W (r F-- kk WIND EROSION CONTROL, TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING WQ WW AND GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVENTION AND CONTROL. Q 8' BENCH 2' OVEREXCAVATION 8' BENCH m Z TYPICAL TYPICAL LI- W Q OVEREXCAVATE EXISITNG CANAL AND 0 Z -� BACKFILL AT 95% COMPACTION TRIM }- J TO STRUCTURE SUBGRADE LINES SOIL CEMENT POND LINING I_ Y CD SECTION - TYPCIAL TRANSITON C METHOD 1 U W z D 1. Excavate to lines shown on the grading plan minus the subgrade thickness of 9" Ir 0 ALL SLOPING WALLS GP -2 2. Neatly grade the subgrade so that depth of section can be assured. U Q Scale: 1"=8' 3. Develop an onsite plane table for stockpiling and mixing of soil and Portland cement matrix. J f 4. Spread Type II Portland Cement at a rate of 11.5 pounds per cubic foot of stockpiled material J 0 (10% by dry weight of 115 PCF soil). n_ P� 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a Q� FINISHED SUBGRADE AFTER homogenous mixture. 1, F� WALL EXTENSION IS COMPLETED 6. Place mixture in uniform lift over canal bottom and sideslopes. 7. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM �♦ r EXISTING CANAL SECTION `�'00- �� `9� 1 - D1557. - ` �� ;\ s... 8. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose r--� material. � J PI 9_ Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied ,9�? / >;•w r%AyX< .��'= water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water 1.5 TEMPORARY SUBGRADE TO may be necessary pending determination of in-situ moisture. ALL ALLOW CONSTRUCTION LOWER / POR11ON OF WALL METHOD 2 ! 14 1. Excavate to lines shown on the grading plan. EXCAVATE TO WAH FACE AFTER ALL IS COMPLETED 2. Vertically rip the pond bottom and side slopes to a depth of 9 inches or 0.75 feet. �•� 3. Bidirectional disk -plow the top 9 inches until the soils are completely broken up and ,l homogeneous. 4. Spread Type II Portland Cement at a rate of 8.6 pounds per square foot of finished surface (10% " by dry weight of 115 PCF soil). t �, 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a homogenous mixture. 6. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM SECTION - OVER 4' WALLS D D1557. SHEET NO. 7. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose Scale: V=8' GP_2 material. 8. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may �' OF be necessary pending determination of in-situ moisture. t� 2 ') 2 3 4 5 10 11 12 13 1'4 5 6 ?'% 18 19 20 21 22 23 24 G 29 30 71 A m � ROUGH GRADE ONLY VARIES BENCH — 2% 13.; PEDESTRIAN PATH >_ BY OTHERS w Z: 0 V) w z 0 V) ROUGH GRADE ONLY 131-911" 2 2% PEDESTRIAN PATH BY OTHERS CONSTRUCT ALL CANAL ITEMS THIS CONTRACT ui WI PILASTERS AND RAILING BY OTHERS 7)-611f 7'-103' VARIES 8' TO 18' 2 4 7'-6" DECORATIVE +1.00' ROCK cr) It PGL 1.5 goo ' GROUT ROCK /-8.00 SOIL CEMENT LINED CANAL SECTION - CANAL MILL CREEK PH. 5/ Scale: 1" = 5' 7'-6" CONSTRUCT ALL CANAL ITEMS THIS CONTRACT —PILASTERS AND RAILING BY OTHERS VARIES DECORATIVE ROCK L & BOULDERS, GROUT IN PLACE +1.00" 1.5 UJ I i � 1 UJ Z 0 < Q_ 3: 1 1 1 2 13 I f 4 C) 0 CD PGL -8.00 9" - SOIL CEMENT LINED CANAL SECTION - CANAL RILL CREEK PH. 5/ Scale: 1" = 5' 9 7)-611 ROUGH GRADE ONLY OD Cr C-) Z Cr I L U O� co co CD co T TOP VARIES 9 MIN. 31-6)) 10' — 5' PLANTER 2% LLJ A +2.1r0' :41 Cf) __j PEDESTRIAN PATH _J1 0) W. +0.00' AND LANDSCAPING w PEDESTRIAN OP BY OTHERS CIS PATH AND LANDSCAPING C/i 0 0 U) U) C) 0 BY OTHERS < < CL WW 91) Gi r C 0 ti (n -0 (D W.S. 1 VARIES I go ROUGH GRADE ON I �� �I __j <1 Ul VIES 10, 2"io E 2% LANDSCAPING & PEDESTRIAN PATH < BY OTHERS Z: 01 X s' C 00 0 C) T 3: Cr 0 0 L -50 LO n n I ) cf) W 0 n Z LL Ir 0 m U U) w y < W < a- U) m CE o LL 0 < W z z C) 0 w w SHEET NO. Qp00 OF 4 29 30 +11.001 -2.50 <D PEDESTRIAN uj PATH M ,u -j BY OTHERS UJ =-j 0< In 39: �� �I __j <1 Ul VIES 10, 2"io E 2% LANDSCAPING & PEDESTRIAN PATH < BY OTHERS Z: 01 X s' C 00 0 C) T 3: Cr 0 0 L -50 LO n n I ) cf) W 0 n Z LL Ir 0 m U U) w y < W < a- U) m CE o LL 0 < W z z C) 0 w w SHEET NO. Qp00 OF 4 29 30 In- I D'. I --a ROUGH GRADE ONLY PILASTERS AND RAILING BY OTHERS ROUGH GRADE ONLY 10' MIN. VARIES JI < PLANTEI <1 2% ----------- U 10' MIN. I 2% f. 7PEDECTMl AN' PEDESTRIAN PATH—j --j < BYTOTHERS AND LANDSCAPING __j BY OTHERS 0 < Of 0 Of 0 V) < m m�� ROUGH GRADE ONLY CONSTRUCT ALL CANAL ITEMS THIS CONTRACT JI < <1 U 10' MIN. I 2% 7PEDECTMl AN' --j < BYTOTHERS uj 0 21-1 -j U-1 21:� i 7'-6" 7'-6" VARIES TYP. 7'-6" 7'-6" TYP. VARIES VARIES PLANTER DECORATIVE ROCK & BOULDERS, 1.00' GROUT IN PLACE W.S. +0.00' -3,00' -2.50 __j < PGL 1.5 1.5 Lu �- < bi 1 /-8.00 1 991 wcc, m ui Jill J-- uj f):f t: 911 Ad, qlaEl q1A=' z 0 < SOIL CEMENT LINED CANAL 3: SECTION CANAL MILL CREEK PH. 5A GP -4 Scale: 1 5' ROUGH GRADE ONLY 13 T SECTION - CANAL rJ RILL CREEK PH. 5A QP Scale: 1" = 5' ,Go O o Lu 0 01 C) Co co CP mo u< CP Co C: Z -0(0 Co C: W 6 0 U)'t C) -CU)CF) w.�(o cc (10) V � T 0(c) C) 0 0- 0 C: 0 Cn 1I o Izko w U) V" CD C\j Co 0 < co Co 0 CD Co Ec Ir Z MiM U 6 0 i.= 0 td US 0 Lo n C\1 n w Lu_j C/) 0 Z LL o U) Cc w Q < y co M fr o I I z 0 z 0 < cc w w Ir 0 I -j Ilk 100 jl Rzt SHEET NO. 0 A -1 - OF 4 JI < <1 U 10' MIN. I 2% 7PEDECTMl AN' --j < BYTOTHERS 0 13 T SECTION - CANAL rJ RILL CREEK PH. 5A QP Scale: 1" = 5' ,Go O o Lu 0 01 C) Co co CP mo u< CP Co C: Z -0(0 Co C: W 6 0 U)'t C) -CU)CF) w.�(o cc (10) V � T 0(c) C) 0 0- 0 C: 0 Cn 1I o Izko w U) V" CD C\j Co 0 < co Co 0 CD Co Ec Ir Z MiM U 6 0 i.= 0 td US 0 Lo n C\1 n w Lu_j C/) 0 Z LL o U) Cc w Q < y co M fr o I I z 0 z 0 < cc w w Ir 0 I -j Ilk 100 jl Rzt SHEET NO. 0 A -1 - OF 4 f - `O xo O i! / / / / / / 1\� ---- 1--5-- /-------- ` Y `- Y-- ------ -t BEGIN -PHASE 5A CONSTRUCTII FIT PIPE INTO STRUCTURE -OPE ---- _---E -&-INSTAL-L- SAL-VAGED-FLAP VI _ _ _ STA. 30+99.16N,_ 10+42.82E_ DI 10 / / / kp0. 1 ., r? STORM DRAIN PLANKA_"� SD -1 - i SCALE: 1 "=40' 1 ., r? STORM DRAIN PLANKA_"� SD -1 w FLd - N ;2i Q Fa-. Q ta- --- SCALE on Z W i- " -4s m o? cn to m in m N N w OC to VERTICAL. 1 = HORIZONTAL: 1 "=40' 404 402,_ -----__-_+- ! I - i 0 40 400 00 M F- N 398 ._ _- - --�--------_� -_ -- -I --- 40 396 - - - -- ---_ _- - 94 , -- -- --- _ i 394- NU - S-10.45% S-10.45%- CAP OVER TRENCH WITH 6" OF CONCRETE 392 CANAL--- 392ANAL----- - 10 3903T 390' --- - -- - - - W 30 N 00 � C14 Z O V h tNC• M H M M 0) M Z N M NZ > W > W J OU J W J W W Mco U� W co �W O NL O Z© to CD W 3 000 C4 d z c6 z w+ III m: + ++ J+ J+ M = IM a 0O M re) • = M Z = Z Z sC 0 a w FLd - N ;2i Q Fa-. Q ta- --- SCALE on Z W i- " -4s m o? cn to m in m N N w OC to VERTICAL. 1 = HORIZONTAL: 1 "=40' 404 402,_ -----__-_+- ! I - i 0 40 400 00 M F- M 398 ._ _- - --�--------_� -_ -- -I --- 40 396 - - - -- ---_ _- - 94 , -- -- --- _ i 394- NU - S-10.45% S-10.45%- CAP OVER TRENCH WITH 6" OF CONCRETE 392 CANAL--- 392ANAL----- - 10 3903T 390' --- - -- - - - - 1 30 INSTALL 24.68 LF OF 24" STORM DRAIN APPROXIMATE- FINISHED - ---- r -- _- 404 GRADE OVER STORM DRAIN 1 402 -\t5vo��- " --- ---- --- - -- i i a i O 400 j\o,* �I 398 O ; I i i s -- -- - - -- -' EXIST. 24" STORM DRAIN --- - - - - i_ 24" STORM DRAIN 396 _INV. ___ S=0.05% S=0.05% i S-�% -- i 394 ! ` 1 392 !i i I 4 INSTALL 258.30 LF OF 24" STORM DRAIN -- --- -- _- - --- ---- -34390 LINSTALL 38.01 LF OF 2 33 INSTALL 44.84 LF OF 24" STORM DRAIN 24" STORM DRAIN STORM DRAIN PROFILE B SD -1 /l\ �- 7 b 1J _ 1;1 1i2 1'3 4 4 5 SCALE: 1"=10' STORM DRAIN NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED APART OF THESE PLANS. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. B. JOINTS SHALL BE RUBBER GASKETED. 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SW -4 B. STORM DRAIN MANHOLES D-18 C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 7. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. -------- ------------- --- --- ---- - - --__ - -___ _ - CONSTRUCT 12" SDR 35 PVC DRAIN -- ------------------ 6z 11'41 "E: 80.93' ----- --- S8 E80.80 s _ CONSTRUCT 4" PVC C900 PRESSURE SEWER -� 17TH PLAN FOUNTAIN DRAIN & PRESSURE SEWER INSTALL 80.93 LF OF 12" PVC SDR 35 DRAIN 20 0 40 80 00 M F- M 40 NU - U -1 CAP OVER TRENCH WITH 6" OF CONCRETE 10 J APPROXIMATE- FINISHED - ---- r -- _- 404 GRADE OVER STORM DRAIN 1 402 -\t5vo��- " --- ---- --- - -- i i a i O 400 j\o,* �I 398 O ; I i i s -- -- - - -- -' EXIST. 24" STORM DRAIN --- - - - - i_ 24" STORM DRAIN 396 _INV. ___ S=0.05% S=0.05% i S-�% -- i 394 ! ` 1 392 !i i I 4 INSTALL 258.30 LF OF 24" STORM DRAIN -- --- -- _- - --- ---- -34390 LINSTALL 38.01 LF OF 2 33 INSTALL 44.84 LF OF 24" STORM DRAIN 24" STORM DRAIN STORM DRAIN PROFILE B SD -1 /l\ �- 7 b 1J _ 1;1 1i2 1'3 4 4 5 SCALE: 1"=10' STORM DRAIN NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED APART OF THESE PLANS. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. B. JOINTS SHALL BE RUBBER GASKETED. 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SW -4 B. STORM DRAIN MANHOLES D-18 C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 7. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. -------- ------------- --- --- ---- - - --__ - -___ _ - CONSTRUCT 12" SDR 35 PVC DRAIN -- ------------------ 6z 11'41 "E: 80.93' ----- --- S8 E80.80 s _ CONSTRUCT 4" PVC C900 PRESSURE SEWER -� 17TH PLAN FOUNTAIN DRAIN & PRESSURE SEWER INSTALL 80.93 LF OF 12" PVC SDR 35 DRAIN -------------------- ---------- D ------------ -- D ------------- CAP AND END 12" DRAIN STA. 31+26.57N, 1120.83E M M to O M 3 J W W N r ujm Co N ONCL+ w� a u,* N I l/ / / NOTE: ELBOWS ON 4" PRESSURE SEWER TO BE THRUST BLOCKED WITH 3 SF OF BEARING AREA. J 04 Lo 00 M F- M NU - U -1 CAP OVER TRENCH WITH 6" OF CONCRETE J W N V N O r aZ + Z + + QO W + WW Q ~ O O C a a d THRUST -'_ c ¢ ~ "� t- BLOCK N �' - - -- - S=o.2o%"- -- - --- -- - - -- - --- - -- --- ----- ------- 5=-0.20% M N �� :. GRADE-._ __ - --- d; - - --- - _FINISHED_ w S=-2.- -THRUST BLOCK--t----- ---- Ow o ._,0-%:. ---..._ r THRUST BLOCK --00 m cV 1_.. O po O �Z cn+ OmOM O + 06 06 00CLt 0 M W W a W J \ >cn W U d N� Q N > U > W w w LJ 04 S W Q O iii N � w K5 O w 0 N U W� N N W W + w 30 un �ZZin UN��- 4 Of ba• Q mcnn > Q p f- W O '- N= ►- d (n J � wa W 0: Q � ¢��a N �- - N �� INSTALL 80.80 LF OF 4" PVC C900 PRESSURE SEWER PROFILE FOUNTAIN DRAIN & PRESSURE SEWER S -------------------- ---------- D ------------ -- D ------------- CAP AND END 12" DRAIN STA. 31+26.57N, 1120.83E M M to O M 3 J W W N r ujm Co N ONCL+ w� a u,* N I l/ / / NOTE: ELBOWS ON 4" PRESSURE SEWER TO BE THRUST BLOCKED WITH 3 SF OF BEARING AREA. J v 0 r co N o bV T o cfl cy) N c)) m W 0 U �� cn 00 rn . c� ;: .2 00 Stli o T 1 O ctjc 0 o� T m cr CLQ I w f i I co W Lu = C !!w E � U Z N o { f kZ c LU }{ i IQ 0 Io Q �Z { #ir IL i o N p O Co oN CD ;Q co00 �Qlc��z°p "' z� co mea CL 0 'QS EC) C Lo Z U W w °LL z_ (f) Y Q cr W T_ C) 2- m rr rr LL- w o O U) F_ - U w cc U J 401 II %tC -r SHEET NO. Q3DEl OF 1 o v 0 r co N o bV T o cfl cy) N c)) m W 0 U �� cn 00 rn . c� ;: .2 00 Stli o T 1 O ctjc 0 o� T m cr CLQ I w f i I co W Lu = C !!w E � U Z N o { f kZ c LU }{ i IQ 0 Io Q �Z { #ir IL i o N p O Co oN CD ;Q co00 �Qlc��z°p "' z� co mea CL 0 'QS EC) C Lo Z U W w °LL z_ (f) Y Q cr W T_ C) 2- m rr rr LL- w o O U) F_ - U w cc U J 401 II %tC -r SHEET NO. Q3DEl OF 1 m �- low— ' 10,� SCALE: 111=401 4mm �y F BEGIN PHASE 5A CONSTRUCTION FIT PIPE INTO STRUCTURE OPENING & INSTALL SALVAGED, Fb4P VALVE. STA. 30+99.1 10+42.82E 10 - \ ol A� 1. J' Fc O SSP' ', ��A`�14-oy-9J, CONSTRUCT MANHOLE NO. 2 V'\ STA. 31+43.45N, 10+55.45E \ x sz o 0 �9127'45 1 ps �o � _N33'36'01"E 258.3_0' \ �. R/W �'s � '� � DD D L ti RAW r'! R/W STORM DRAIN PLAN f� 1�koo � = N z0 � ¢ o Q w U O a a 1C14 00 N � ^ O� ��Z0- M M M M =W M cn � z �- F- cwn > j > > V) z > c�z000 � w zoo -1 QZD'�Z W W W W V W <QUQQ N M co L0LC Q� N N0Z_jZ 0 0 �t 0 co = OD Q QQQ � Z co Z Z co Lu 3, _w Nm + W + W + W U) CL .+ CL M O M O M O M �> M zcnza� _ _ _ %�a•o f- z z SCALE c� W N o ¢ ¢ ¢ a Z a%' o g a w F— ri t— t— VERTICALt- 1"=4' m a O Z N N m m m m � W� N HORIZONTAL: 1"=40' 404 ------- APFINISHED, 404 7- -- -- - - - - PROXIMATE — GRADE OVER STORM DRAIN I n- 402 402 � � •� 1 � •1., J i•.i, -- ` I I _.. , :.�• O O , s s 400 400 398� ,-{---------;--- ------- _ 398 EXIST. 24" ` STORM DRAIN 396j396 i INV. 24 STORM DRAIN 1 i SS� %-- 3941 ----------- 94 —---- S=10.45% 392392 f-" INV.- CANAL --- - � -. _ ------------ - � -�' ----------- -------_�- - -- - a INSTAd 258.30 LF 'OF 24" STORM DRAIN 39t3.0_-___. - ----- 1 - -- --- - - -- - - 32 r- ---- -_ 33 ----- 34390 INSTALL 24.68 LF OF LINSTALL 38.01 LF OF INSTALL 44.84 LF OF _) 24" STORM DRAIN 24" STORM DRAIN 24" STORM DRAIN -. ,STORM DRAIN PROFILE M= M� 1- I e N`� STORM DRAIN NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. B. JOINTS SHALL BE RUBBER GASKETED. 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SW -4 B. STORM DRAIN MANHOLES D-18 C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 26. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. 20 0 40 80 40 10 / J/ 14 ', 18 19 20 21 22 2�3 24 29 20 0 co ui � U UCO T CD (C) CO rn(o coco Z a � - x iLL aj c)) m W C) 0 T Qi U --cf) � co —c)c) Or r— �o :>:(o ��^^ vJc: (1)0 o�T � � o "a ca I � � I o i o i 76 Z ' s cr moo. p N C m Q ob (=) CD O Q 3�Q 000 a)m�6 o a o QOLL0,o Lo U I) W Lu LL � z U Q Q f1 m fr CC CC LL W O J Cn U W W fr U I J 4 w t �� �G Ji I. SHEET NO. Q3DoT OF 1 ul M■ WE EXISTING PG&E ELECTRICAL CONDUITS, REFER TO SPECIFICATIONS PRECAST ARCH BRIDGE SEE DETAIL A¢ ST -5 I — EXISTING LINED CANAL— SAWCUT EXISTING LINING AND REMOVE LINING NORTH OF SAWCUT F 40N 63E i I t I i I i 1 t i i l I I i i I I I i i I 1 i P I I i MITER SLUICE PIPq t0 SIDESLOPE --1 t 1 I I STRUCTURE NOTES 1. PORTLAND CEMENT CONCRETE STRUCTURES SHALL CONFORM TO THE PROVISIONS IN SECTION 51, "CONCRETE STRUCTURES", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL CONCRETE SHALL BE CLASS "A" WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39, C172 AND C31. SHOTCRETE SHALL COMPLY WITH SECTION 53, "SHOTCRETE" OF THE STANDARD SPECIFICAITONS. 2. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90-3.01 OF STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. 3. SLUMP SHALL BE A MAXIMUM OF 4 INCHES. WATER CEMENT RATIO SHALL NOT EXCEED 0.55 +/— 0.02.' S>- 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE BEEN APPROVED. 5. CONCRETE SHALL BE PLACED BY THE BEST METHOD TO PREVENT SEPARATION.OF AGGREGATE AND MORTAR. EXCESSIVE ROCK POCKETS ARE p_ SUFFICIENT FOR REJECTION OF THE POURED STRUCTURE. VIBRATION FROM PORTABLE INTERNAL VIBRATORS SHALL BE PROVIDED TO ELIMINATE SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO ASTM C309. - 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: ELEVATION OF PIPE INVERTS IN STRUCTURES: +/— 1/8 INCH ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/— 1/8 INCH ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +1 INCH —1/4 INCH VARIATION OF STRUCTURES FROM SPECIFIED GRADES, �.. ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET 8. CONSTRUCTION JOINTS. FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE FROM ABRUPT IRREGULARITIES AND MATCH THE FINISH OF THE ADJACENT CONCRETE. RECESSES FROM TIE—ROD DEVICES SHALL BE FILLED WITH DRY PACK MORTAR. HOLES PENETRATING THE ENTIRE WALL SHALL BE FULLY FILLED WITH CONCRTETE. 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. 11. SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI CODE CLASS B. MINIMUM OVERLAP SHALL BE: 12" FOR #4, 18" FOR #5, 24" FOR #6, 32» FOR #7 AND 42" FOR #8 BARS. 12. CLEARANCE FOR REINFORCING SHALL BE 2" FOR FORMED SURFACES AND 3" FOR SURFACES PLACED AGAINST EARTH. 13. ABBREVIATIONS: NF=NEAR FACE, EF=EACH FACE, FF=FAR FACE, IF=INSIDE FACE, OF=OUTSIDE FACE, BF=BOTTOM FACE, EW=EACH WAY. - 14. BEND REINFORCEMENTS AROUND GROUT POCKETS, INSERTS AND RECESSES WHERE REQUIRED. 15. ALL STRUCTURE BACKFILL IS TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY IN ACCORDANCE WITH ASTM D1557. 16. ALL STRUCTURE FOUNDATIONS AND FLOORS ARE TO BE POURED ON UNDISTURBED SOILS OR RECOMPACTED SOIL AT 95% OF MAXIMUM RELATIVE DENSITY FOR THE BOTTOM 12 INCHES. 17. CHAMFER ALL EXPOSED CORNERS 3/4". 18. SUPPLIERS OF PRECAST PANELS AND SLIDE GATES TO ALSO PROVIDE ALL NECESSARY INSERTS AND MATING PIECES SUCH AS REBAR PIGTAILS, BOLTS AND WASHERS. 19. SILICON CAULKING FULLY IMMERSIBLE LONG LIFE RATED (SONOLASTIC ULTRA). CAULKING SHALL BE APPLIED IN A NEAT FASHION AND SHALL FULLY SEAL JOINT. SURFACE OF CAULKING SHALL BE FLUSH WITH ADJACENT CONCRETE SURFACE. FORM FOOTIN 6—#5 SPACED N 24" STORM DRAIN SEE SHEET SD -1 39'-6 I 9'-44 6 , / 51_31' ; —LINED SHELF L— �� -- —----------------------- —r --------------- --------- ----- —� / i ------------- ------ ---- ------ ----- -- — I I 1» I ( 8'— 04 ( I I I i I I t --- 14 ----- ------------ I , ' INSTALL FLAP I VALVE PER STORM ®� I DRAIN PLANS ' I I , F - I �o --- I \El. TE I I I SEE DETAIL H ST -4 I t �. STA. 30+73.60N '100 STA. 31+01.48N STA. 10+50.35E STA. 10+68.31E CANAL _AN_ ND _ _ _ WEIR STRUCTURE _ I , I \ - WEIR OVERPOUR �Ico PLATES SEE DETAIL A { STA. 30+68.26N ' 0O MT—s STA. 10+46.92E , - t \ •`� ' t \ ^ 1------ -_ I s! r , 9' —100 r CONSTRUCT N PLACE , CONCRETE LINING SHEET ST --3 ® r 36" TAILRACE PIPING, INSTALL r TO LINE AND GRADES SHOWN ON '�' THE GRADING PLAN, SHEET GP -1 35-72» WEIR THRUST BLOCKS, \� EACH END ��- SEE DETAIL s s REMOTE GATE -� T �J , e e e OPERATORS \ F PLAN - WEIR STRUCTURE '-3" . 4' OPENING Scale: 3/16"=1'-0" '-3» �{ N I P 1 I WATER SIDE I PLAN X 3" TAPERED KEYWAY ENTIRE PERIMETER, LINE WITH POLYETHELYNE 6'-6" FORM FULL HEIGHT AND BOTH SIDES SHEET PRIOR TO SECOND POUR FOR REMOVABLE PANEL , , / / CONTRACTOR TO CONSTRUCT TRENCH DRAIN AND INSTALL PRESSURE RELIEF VALVES FURNISHED BY CITY SEE DETAIL G ST -4 —POUR PANEL FLOOR CLOSURES BETWEEN PANELS 8c 6 SEE DETAIL H POND PERIMETER WALL sT-2 WITH EXTENSION F SEE DETAIL C T- - CONCRETE LINING EDGE ROCKED SAF_y SHELF I ' INSTALL PRECAST ELEMENTS FURNISHED BY CITY 2, SEE DETAIL A t Lo ROCKED SAFETY SHELF INSTALL SUPPORTS AND WALKWAY GRATINGS FURNISHED BY CITY SEE DETAIL A MT— MILLHOUSE, SEE MILT HOUSE DRAWINGS POUR FLOOR FOR INTAKE STRUCTURE SEE DETAIL D sT-4 INSTALL SLIDE GATES AND OPERATORS FURNISHED BY CITY SEE DETAIL A WG -1 STA. 31+14.80N STA. 10+76.87E - �J —SOIL CEMENT LINED CANAL— BARSCREENS 6 REQUIRED (ONLY 3 SHOWN) INSTALL SUPPORTS AND BARSCREENS FURNISHED BY CITY SEE DETAIL A MT -1 ,nND BOTTOM GRADE AT ELEV. 396.50 TO TOP OF FOOTING, PLACE NO COBBLES OR BOULDERS SLUICE BLOCKOUT SEE DETAIL B ST -1 POND PERIMETER WALL SEE DETAIL A 'e e - INSTALL PLUG AND BLOCK ` e e , e e e e t e e ELEVATION DETAIL - SLUICE BLOCKOUT B Scale: 3/8"=1'-0" ST -1, g • /1/, 1 12.13 14 1_ c 177 18 19 20 21 22 23 24 A ? 29 ` 4� c 0 C 0 cc m Z Cr LL N O O Co < O Co M Cc .C)8 o C) CO co �o a Q 0 LL U o Lo I Q z W � Q J LL � d. w a- 0 W Y Lu md- Q rz ~ LL w O w 0 _z Cc f= —I Lu U w U J J_ V) ♦ , i� SHEET NO. QN0 OF 6 0 N N 0 U_ Q - U � r oc'o m� rn CO U omo cro _ L � a� (D iv m Lu 0 Lij r Pf 0 W �� T `n o o� m Q Q a 0 C 0 cc m Z Cr LL N O O Co < O Co M Cc .C)8 o C) CO co �o a Q 0 LL U o Lo I Q z W � Q J LL � d. w a- 0 W Y Lu md- Q rz ~ LL w O w 0 _z Cc f= —I Lu U w U J J_ V) ♦ , i� SHEET NO. QN0 OF 6 11 m. mm m. INSTALL BARSCREENS & SUPPORTS - FURNISHED BY CITY 1'X4' POND PERIMETER WALq_p(C 10'-6" 10'-104" PANEL #1 PC PANEL #2 WEIR STRUCTURE INSTALL SLIDE GATES AND 10'-10j" & INTAKE OPERATORS FURNISHED BY CITY 4 10'-6" 10'-6" PC PANEL #3 PC PANEL #4 PC PANEL #5 DWS ELEV. 400.00 - CONCRETE CANAL LINING SEE DETAIL G ST -2 2'X5.5' POND PERIMETER WALL ELEV. 402.50 10'-6" 10'-6" PC PANEL #6 PC PANEL #7 PC PANEL #8 ST- vDWS ELEV. 400.00 LOOKING EAST �c 2'X5.5' POND PERIMETER WALL ELEV. 402.50 PC I i 4„oil 11 i i i CONCRETE LINING INSTALL REMOTE - PANED GATE OPERATORS-=�" PANEL #9 '. 4,;� ELEV. 397.00 FURNISHED BY CITY SEE DETAIL I I #10 I' 1.5 �� ____,x... ' THICKENED FOOTING sT-2 1.5 1 _______---- I AT WALL SEE DETAIL sG2 I I --'I--"---_ O DRAitl �1 . • . u 24." STORM ___-- I I I I INSTALL SUPPORTS & I ELEV.392.0 ' -- -- 1 # WALKWAY GRATINGS I 1 I �_�__-------- SEE SHEET SD- SEE LEET 1~' ELEV. 391.62 WEIR THRUST BLOCK FURNISHED BY CITY • I I • ®' . 'SEE RIGHT I I I I I • ' ®' ' • I 'ELEV. 38�.0� I ELEV. 389.00 I I I I I I I I i I I J-1--• • • • --------1 L--_-- L------- MEJ 6 `• :�'_ I I I I I I I I I I I I I I .: J i--------------------1-------- -----------1— ----------------- ------------------1--------- i—�---------------� I F------------------------------1-------------------1-------------------- t I I,.'.', ✓1 I I I I I I I I I WEIR THRUST-----'�? BLOCKS, I �`. L -1-----L-------------------------- ----------- -- -------------------- — —1—J BOTTOM OF CUTOFF WALLS L-1-- ------------•----- ---------- � �-------------- -----------JJ-------------------------------------------�.--------1---- 18" BYPASS 1'-6" 9' 9' POURED IN PLACE INSTALL STORM DRAIN SLUICE GATE INTO BLOCKOUT IN 4' SEE DETAIL rD WEIR PANEL WEIR UPSTREAM ELEVATION WEIR UPSTREAM ELEVATION K_B_� SAWCUT ------ 1 I I CONNECT TO EXISTING CONCRETE LININGI I SEE DETAIL E ELEV. 39T • S,-2 ---- — I I . 2'X4' POND -- PERIMETER WALL ELEV. 402.50 / T 18"\1L-9 " 45• CHAMFER DETAIL - LINING CONNECTION 397.50 ELEV. 397.00 Scale: 3/8"=V-0" PC PANEL #5 TOP OF CANAL SLOPE V) U' wi WEIR OVERPOUR PLATES* L_ TOP OF OVERPOUR ELEV. 402.50GATES & OPERATORS -------------------------- C/L FLAP VALVE ON C/L OF PANEL DWS ELEV. 400.00 ELEV. 399.50 II I I BARSCREENS * ELEV. 394.53 PSUPORT 1_1��`PRECAST HARDWARE WEIR PANELS o ELEV. 391.62 10 ELEV. CONSTRUCT CONCRETE I�' r �- �► LINING, SIDESLOPES & FLOOR= ELEV. 389.00 r--------------------1-------- - 1-. ------ ----- L---------------------------- ------------ INSTALL FLAP VALVE PER TRENCH DRAIN :?. STORM DRAIN PLANS POUR WEIR STRUCTURE I PC PANEL #4 I PC PANEL #3 ELEV., 399.50 SECTION Scale: 3/16"=1'-0" * ITEMS TO BE FURNISHED BY CITY AND INSTALLED BY CONTRACTOR PC PANEL #2 PC PANEL #1 Q MATCH TO 1'X4' POND PERIMETER WALL I I LOOKING SOUTH ST- I LOOKING EAST I I Scale: 3/16"=1'-0" I I I I CONCRETE Scale: 3/16"=1'-0" r L N N O I I 1 I I d- n co d' W O O � O 00 +o I Q wi Q Q /-PRECAST ARCH BRIDGE v ' wi `t ' POND PERIMETER WALL O Q Q SAWCUT ------ 1 I I CONNECT TO EXISTING CONCRETE LININGI I SEE DETAIL E ELEV. 39T • S,-2 ---- — I I . 2'X4' POND -- PERIMETER WALL ELEV. 402.50 / T 18"\1L-9 " 45• CHAMFER DETAIL - LINING CONNECTION 397.50 ELEV. 397.00 Scale: 3/8"=V-0" PC PANEL #5 TOP OF CANAL SLOPE V) U' wi WEIR OVERPOUR PLATES* L_ TOP OF OVERPOUR ELEV. 402.50GATES & OPERATORS -------------------------- C/L FLAP VALVE ON C/L OF PANEL DWS ELEV. 400.00 ELEV. 399.50 II I I BARSCREENS * ELEV. 394.53 PSUPORT 1_1��`PRECAST HARDWARE WEIR PANELS o ELEV. 391.62 10 ELEV. CONSTRUCT CONCRETE I�' r �- �► LINING, SIDESLOPES & FLOOR= ELEV. 389.00 r--------------------1-------- - 1-. ------ ----- L---------------------------- ------------ INSTALL FLAP VALVE PER TRENCH DRAIN :?. STORM DRAIN PLANS POUR WEIR STRUCTURE I PC PANEL #4 I PC PANEL #3 ELEV., 399.50 SECTION Scale: 3/16"=1'-0" * ITEMS TO BE FURNISHED BY CITY AND INSTALLED BY CONTRACTOR PC PANEL #2 PC PANEL #1 Q MATCH TO 1'X4' POND PERIMETER WALL I I I I '> ELEV. 397.50.':. I z I I I I I I I I CONCRETE o w I t l ' I CANAL LINING I I I 1 I I I I I I WEIR THRUST I I BLOCK I 1 Q a- 0 I I I In � ELEV. 389.00 LL Q O j 1'X4' POURED IN PLACE ----- I9 ------ L---- --------------------------- ... ----- ------------------------------------------ ------------------- - -- - — + w 0 w w CUTOFF WALL 4 I I �---------------- I I LI---------------------------- +----------------------------------------------------------------- I v) L----� BOTTOM OF CUTOFF WALLS I POURED IN PLACE WEIR DOWNSTREAM ELEVATION LOOKING NORTH Scale: 3/16" =1'-0" r FLOOR FOR 1' 1' INTAKE 10' 10'-9" STRUCTURE PANEL #6 , 4 -1 N 1'X4' POURED —J ( I i A 1 IN PLACE12" 3'-11" 10" 1. 3'-3" _ 112" CUTOFF WALL 10' DETAIL - PANELS 5 & 6 FLOOR CLOSURE PLAN VIEW Scale: 3/16"=1'-0" 12" SECTION - DETAIL F Scale: 3/8"=1'-0" ST- C: 0 .Q U N 0 0 1 � i ( ! Cu I 4" i I� z I ? ami N Co�o oCo m CD OO Com 45• CAL,]2 0- oQSIL o Q Scale: 3/8" =1'-0" Lo DETAIL - SECTIONG r co a z I— 0 O U F - Scale: 3/8" =1'-0" DETAIL - SECTIONG w U w o w Scale: 3/8"=V-0" ST- LL � U) Ll y Y < z Q a- 0 In � LL Q O j 1'X4' POURED IN PLACE w 0 w w CUTOFF WALL U Y w 45 @ 18" EW -EF w cr cc w -POUR 12" FLOOR TO J J COMPLETE CONNECTION BETWEEN PANELS 5 & 6 ANEL #5 U 4'x4'x3' DEEP PRECAST VAULT & LID, CHRISTY R27P36 FINISHED GRADE r--�*40 WITH R27-52HT SEE DETAIL B POUR CONCRETE�`� FOOTING I I I PANEL #9--- �i• L ---J; 3' #4 @ 18" EW BY 2'-9" ' SHEET NO. DETAIL - REMOTE OPERATORS I Scale: 3/8" =1'-0" . I 9 -- -JELEV.1 401.do STRUUME PRECAST ARCH ---/ UNIT ._ a #3 HOOP @ 18" 4 –5 BARS ELEV. 401.00 TOP �EAM CAST IN PLACE TOP BEAM END OF GUNNITE OR SHOTCRETE _ S� " 9 #5 @ 18 EW–EF #5 @ 18" "L" BAR A5 @ 18" LT. "L" BAR CAST IN PLACE TOP BEAM #3 HOOP @ 18" /---4 – #5 BARS L 9'-104" Scale: 3/8"=V-0" T- --------------------- -------------------- 121) --------- __----------- ____12» PRECAST ARCH UNIT \ I � 1 I I � � I I , i I � o I I » I i POUR IN PLACEvv'� CONCRETE �// "S2» 20PX4» KEYWAY, TYP. ,----#5 @ 18"' DOWEL'i ELEV. 394.53 7777 f— #5 @ 18" EW–EF SECTION rB� Scale: 3/8"=1'-0" T- Lr-�_________ I ___ -- --- SHOTCRETE OR GUNNITE -- TRANSITION I r r 5 I I ELEV. 394.53 OUR IN PLACE »S2" LOOR 2»X4" #5 @ 18" DOWEL I KEYWAY, TYP. I - o 1/2 "S2" VARI\.\.\.\! r--- ELEV. 389.00 ES #5 @ 18» EW–EF 6'– ' 1 „ %4» TO 9– 9YI 2 I SECTI N TAINING WALL ELEV. V. 400.83 -34" CHAMFER ALL �E POSED EDGES N' 1 Scale: 3/8"=V-0" 10 11 I I I 1 I I I I I I I I I I I I C I I I I I I I---iI T- 9'-92„ 1'3 14 F 18 POND PERIMETER WALL ELEV. 397.00 4" CONCRETE LINING WEIR PANEL I I I I I t I �-- WEIR PANEL I I FOOTINGS I I I I I I I I i I L ---J VARIE 0' T 5'-C " . ,.T "'aM LACE 3 4" CHAMFER ALL E POSED EDGES 2"X4" POND PERIMETER WALL PARTIAL SECTION D Scale: 3/8" = V -0"T- 6.g UG 7 29 �✓=9b[� Fail Y" � O cm N W U �\j Co T O Co Co LCoC� 23 CO 70 � nL� nWl W IL coo Co UJ 6 T Co U VJ Co �C Su U C7 U5 0 0 T T m Q c 0 •Q 0 0 0 z � H N o >, p O 00 0 &mIrQ0 o om zm Q O00 LL U (] Q t z b O � n w_0 Q L1.. �- z CL O Yrr Q F_- w Cf) 00 cr Z ILL Q Q O w Lf �. z E -- f- J cc U � W Lu U 00 % o SHEET NO. ouc:10 OF 6 17 n100 BRIDGE FOOTINGS 4,F y♦,Y.., I - — — ELEV. 394.51 1—I I i III —Iii I N N SECTION - 17TH STREET BRIDGE ._ a #3 HOOP @ 18" 4 –5 BARS ELEV. 401.00 TOP �EAM CAST IN PLACE TOP BEAM END OF GUNNITE OR SHOTCRETE _ S� " 9 #5 @ 18 EW–EF #5 @ 18" "L" BAR A5 @ 18" LT. "L" BAR CAST IN PLACE TOP BEAM #3 HOOP @ 18" /---4 – #5 BARS L 9'-104" Scale: 3/8"=V-0" T- --------------------- -------------------- 121) --------- __----------- ____12» PRECAST ARCH UNIT \ I � 1 I I � � I I , i I � o I I » I i POUR IN PLACEvv'� CONCRETE �// "S2» 20PX4» KEYWAY, TYP. ,----#5 @ 18"' DOWEL'i ELEV. 394.53 7777 f— #5 @ 18" EW–EF SECTION rB� Scale: 3/8"=1'-0" T- Lr-�_________ I ___ -- --- SHOTCRETE OR GUNNITE -- TRANSITION I r r 5 I I ELEV. 394.53 OUR IN PLACE »S2" LOOR 2»X4" #5 @ 18" DOWEL I KEYWAY, TYP. I - o 1/2 "S2" VARI\.\.\.\! r--- ELEV. 389.00 ES #5 @ 18» EW–EF 6'– ' 1 „ %4» TO 9– 9YI 2 I SECTI N TAINING WALL ELEV. V. 400.83 -34" CHAMFER ALL �E POSED EDGES N' 1 Scale: 3/8"=V-0" 10 11 I I I 1 I I I I I I I I I I I I C I I I I I I I---iI T- 9'-92„ 1'3 14 F 18 POND PERIMETER WALL ELEV. 397.00 4" CONCRETE LINING WEIR PANEL I I I I I t I �-- WEIR PANEL I I FOOTINGS I I I I I I I I i I L ---J VARIE 0' T 5'-C " . ,.T "'aM LACE 3 4" CHAMFER ALL E POSED EDGES 2"X4" POND PERIMETER WALL PARTIAL SECTION D Scale: 3/8" = V -0"T- 6.g UG 7 29 �✓=9b[� Fail Y" � O cm N W U �\j Co T O Co Co LCoC� 23 CO 70 � nL� nWl W IL coo Co UJ 6 T Co U VJ Co �C Su U C7 U5 0 0 T T m Q c 0 •Q 0 0 0 z � H N o >, p O 00 0 &mIrQ0 o om zm Q O00 LL U (] Q t z b O � n w_0 Q L1.. �- z CL O Yrr Q F_- w Cf) 00 cr Z ILL Q Q O w Lf �. z E -- f- J cc U � W Lu U 00 % o SHEET NO. ouc:10 OF 6 ELEV. 399.50 INSTALL BARSCREEN END INSTALL WEIR • • • SUPPORTS & BARSCREENS OVER—POUR SEE DETAIL A PLATES SEE DETAIL M - • 8 FLOOR EXPANSION JOINT SEE DETAIL F ST- #5 @ 18" EEW—EF #5 @ 18"— 1NITH HOOK r -a am 50 Scale: 3/8" =1'-0" 8 8 #5 @ 18 EEW—EF DWS ELEV. 400.00 INSTALL SEAT ANGLE SEE DETAIL D MT -3 ELEV. 392.00 i� 12" INSTALL SLIDE GATES & OPERATORS SEE DETAIL A INSTALL BARSCREEN END SUPPORTS SCREENS SEE DETAIL e' �•.4e ELEV. 389.00 I1 8 lea i�j\-""•;,., I." ,- a�. "' •. - ff ' ; •. . :: "4 . #5 @ 18 EW—EF FLOOR ------------ EXPANSION u`F 6" CHAMFER r JOINT d SEE DETAIL F %� #5 @ 18" WITH HOOK ELEV. 389.00°'ob- ST -4 2 ` #5 @ 18" EW—EF #5 @ 18" EW—EF #5 @ 18" WITH HOOK 112" 8 12" 1 10'-9" I TRENCH DRAIN RELIEF VALVES ON : ` a k"N G SECTION - INTAKE AT TYPICAL GIRDER B ? - 6" CHAMFER ' 7 & 8 SEE DETAIL ' Scale: 3/8" =1'-0" T-4) #5 @ 18ff ELEV. 399.50 WITH HOOK '2°°� . 24" #5 @ 18" EW—EF ELEV. 389.00 12°' WALKWAY SECTION - INTAKE AT ENDWALL Scale: 3/8" =1'-0" 8 8 #5 @ 18 EEW—EF DWS ELEV. 400.00 INSTALL SEAT ANGLE SEE DETAIL D MT -3 ELEV. 392.00 i� 12" INSTALL SLIDE GATES & OPERATORS SEE DETAIL A INSTALL BARSCREEN END SUPPORTS SCREENS SEE DETAIL SEAL TOP — WITH SILICON CAULKING &18" ASPHALTIC�..; ANSION JOINT MATERIAL DETAIL - FLOOR EXP. JOINT FLOOR OF WEIR PANE IVIS 4" BLOCK( IN PANEL 12" R—EF @ 18DRAIN FABI CONTINUOU ENVELOPE DRAIN GRA) Scale: 3/4"=V-0" SURE RELIEF -, WATERMAN PF SHED BY CITY FILL VOID BETWEEN PANEL ---- FOOTINGS WITH NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH SILICON CAULKING. DETAIL - TRENCH DRAIN Scale: 3/4"=1'-0" FILL PANEL ANCHOR BLOCKOUT WITH MORTAR, , \\\\ \J FILL BLOCKOUT WITH TROWEL SMOOTH - , NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH \\ SILICON CAULKING ' ALIGN & TIGHTEN BACKFILL PANELS PANEL ANCHORS 11 & 12 WITH TIGHTEN TO 30 2 SACKS LEAN FT—LBS TORQUE CEMENT SAND MIX DETAIL TYPICAL WEIR PANEL INSTALLATION 15' 4" PLAN - INTAKE STRUCTURE D Scale: 3/8" =1'-0" T - SET AND PLUMB PANEL #10 INSTALL THREADED ' REBAR SPLICES : FURNISHED BY OWNER ♦ r 4'X9' GATE OPENING y 18 SQR. BYPASS 6" CHAMFER GATE OPENING INTAKE STRUCTURE i i 4'X9' GATE OPENING i #5 @ 12" EF ELEVATION - INTAKE STRUCTURE 15' e. SET AND PLUMB PANEL #9 •P INSTALL THREADED REBAR SPLICES FURNISHED BY OWNER r- •'P g pv t @ 18" EF 6" CHAMFER •��' Scale: 3/4"=1'-0" T- Scale: 3/8"=1'-0" ST- -1lG 19 1'3 14 1,� 5 ' 7 18 1'9 20 21 22 23 24 2E 29 .. oe Qi; ItAt OD W U '6" W 0 Co U T co — M� Co op Co m W o T -j U cn�./� Y `"J i 0 4c U Co IoW (;.2 co a) �C: 0 oQ T O i I O Cr ITi i 00 "_ o mo 0 co 9 ac 3� Q om O z0'ui d cu CL 0 QO iO'p Lo _ a_ 0 Cl) J W J w 0 < U W � Y � Y Q v Q a- m OC FQ- 0 W - z CC >— J W U w If U J AM 1 1 :E O.l is 5: It SHEET NO. Q3'T1:1 OF 6 ELEV. 389.00 I1 1 11 U,' lea i�j\-""•;,., I." ,- a�. "' •. - ff ' ; •. . :: "4 . #5 @ 18 EW—EF FLOOR ------------ EXPANSION u`F 6" CHAMFER r JOINT d SEE DETAIL F %� #5 @ 18" WITH HOOK ST -4 2 #5 @ 18" EW—EF #5 @ 18" EW—EF #5 @ 18" WITH HOOK 112" 8 12" 1 10'-9" I TRENCH DRAIN RELIEF VALVES ON : SEE DETAIL G SECTION - INTAKE AT TYPICAL GIRDER B PANELS 1, 2, 5, 6, ST - 7 & 8 SEE DETAIL G Scale: 3/8" =1'-0" T-4) ELEV. 399.50 INSTALL WALKWAY . 24" SUPPORTS AND s ELEV. 389.00 WALKWAY e. . :•: : SEE DETAIL rA -' y MT -4 SEAL TOP — WITH SILICON CAULKING &18" ASPHALTIC�..; ANSION JOINT MATERIAL DETAIL - FLOOR EXP. JOINT FLOOR OF WEIR PANE IVIS 4" BLOCK( IN PANEL 12" R—EF @ 18DRAIN FABI CONTINUOU ENVELOPE DRAIN GRA) Scale: 3/4"=V-0" SURE RELIEF -, WATERMAN PF SHED BY CITY FILL VOID BETWEEN PANEL ---- FOOTINGS WITH NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH SILICON CAULKING. DETAIL - TRENCH DRAIN Scale: 3/4"=1'-0" FILL PANEL ANCHOR BLOCKOUT WITH MORTAR, , \\\\ \J FILL BLOCKOUT WITH TROWEL SMOOTH - , NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH \\ SILICON CAULKING ' ALIGN & TIGHTEN BACKFILL PANELS PANEL ANCHORS 11 & 12 WITH TIGHTEN TO 30 2 SACKS LEAN FT—LBS TORQUE CEMENT SAND MIX DETAIL TYPICAL WEIR PANEL INSTALLATION 15' 4" PLAN - INTAKE STRUCTURE D Scale: 3/8" =1'-0" T - SET AND PLUMB PANEL #10 INSTALL THREADED ' REBAR SPLICES : FURNISHED BY OWNER ♦ r 4'X9' GATE OPENING y 18 SQR. BYPASS 6" CHAMFER GATE OPENING INTAKE STRUCTURE i i 4'X9' GATE OPENING i #5 @ 12" EF ELEVATION - INTAKE STRUCTURE 15' e. SET AND PLUMB PANEL #9 •P INSTALL THREADED REBAR SPLICES FURNISHED BY OWNER r- •'P g pv t @ 18" EF 6" CHAMFER •��' Scale: 3/4"=1'-0" T- Scale: 3/8"=1'-0" ST- -1lG 19 1'3 14 1,� 5 ' 7 18 1'9 20 21 22 23 24 2E 29 .. oe Qi; ItAt OD W U '6" W 0 Co U T co — M� Co op Co m W o T -j U cn�./� Y `"J i 0 4c U Co IoW (;.2 co a) �C: 0 oQ T O i I O Cr ITi i 00 "_ o mo 0 co 9 ac 3� Q om O z0'ui d cu CL 0 QO iO'p Lo _ a_ 0 Cl) J W J w 0 < U W � Y � Y Q v Q a- m OC FQ- 0 W - z CC >— J W U w If U J AM 1 1 :E O.l is 5: It SHEET NO. Q3'T1:1 OF 6 '4 ' INSTALL PRESSURE I RELIEF VALVES ON : PANELS 1, 2, 5, 6, 1 7 & 8 SEE DETAIL G c . 24" ' s ELEV. 389.00 e. . i r A y 'v`•.:,f<}< ' - Y �if 6 CHAMFER @ 18" TRENCH DRAIN #5 @ 18" WITH HOOK WEF SEE DETAIL G Y #5 @ ff 18 EW—EF T_ ##5 @ 18 12 8 -- WITH HOOK SECTION - WALKWAY C Scale: 3/8"=V-0" ST- 4 7 SEAL TOP — WITH SILICON CAULKING &18" ASPHALTIC�..; ANSION JOINT MATERIAL DETAIL - FLOOR EXP. JOINT FLOOR OF WEIR PANE IVIS 4" BLOCK( IN PANEL 12" R—EF @ 18DRAIN FABI CONTINUOU ENVELOPE DRAIN GRA) Scale: 3/4"=V-0" SURE RELIEF -, WATERMAN PF SHED BY CITY FILL VOID BETWEEN PANEL ---- FOOTINGS WITH NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH SILICON CAULKING. DETAIL - TRENCH DRAIN Scale: 3/4"=1'-0" FILL PANEL ANCHOR BLOCKOUT WITH MORTAR, , \\\\ \J FILL BLOCKOUT WITH TROWEL SMOOTH - , NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH \\ SILICON CAULKING ' ALIGN & TIGHTEN BACKFILL PANELS PANEL ANCHORS 11 & 12 WITH TIGHTEN TO 30 2 SACKS LEAN FT—LBS TORQUE CEMENT SAND MIX DETAIL TYPICAL WEIR PANEL INSTALLATION 15' 4" PLAN - INTAKE STRUCTURE D Scale: 3/8" =1'-0" T - SET AND PLUMB PANEL #10 INSTALL THREADED ' REBAR SPLICES : FURNISHED BY OWNER ♦ r 4'X9' GATE OPENING y 18 SQR. BYPASS 6" CHAMFER GATE OPENING INTAKE STRUCTURE i i 4'X9' GATE OPENING i #5 @ 12" EF ELEVATION - INTAKE STRUCTURE 15' e. SET AND PLUMB PANEL #9 •P INSTALL THREADED REBAR SPLICES FURNISHED BY OWNER r- •'P g pv t @ 18" EF 6" CHAMFER •��' Scale: 3/4"=1'-0" T- Scale: 3/8"=1'-0" ST- -1lG 19 1'3 14 1,� 5 ' 7 18 1'9 20 21 22 23 24 2E 29 .. oe Qi; ItAt OD W U '6" W 0 Co U T co — M� Co op Co m W o T -j U cn�./� Y `"J i 0 4c U Co IoW (;.2 co a) �C: 0 oQ T O i I O Cr ITi i 00 "_ o mo 0 co 9 ac 3� Q om O z0'ui d cu CL 0 QO iO'p Lo _ a_ 0 Cl) J W J w 0 < U W � Y � Y Q v Q a- m OC FQ- 0 W - z CC >— J W U w If U J AM 1 1 :E O.l is 5: It SHEET NO. Q3'T1:1 OF 6 it M ■ °tA DI n KI 1-7+t-% 070=7 0D1t"1r`C /n\ - Scale: 3/16"=1'-0" WE ILASTER, TYP. ELEVATION - 17th STREET BRIDGE(-B_'\� Scale: 3/16"=1'-0" ti BRIDGE " 10BRIDGE RAILING ti �:2" CHAMFER 5"0 1 ° 1 �; . - a L�l i � I ..aa. . DECORATIVE IMPRESSION WITH CONCRETE STAIN ..4 A 2„ .a ATTACHMENT PER-$ ARCH MANUFACTURER 'E RAILING & ETERS BY OTHERS (/ROAD SURFACE d- NING RUCT BRIDGE J TAIL F T- i SECTION - 17th STREET BRIDGE �� Scale: 3/16"=1'-0" ND SURFACE CAST ARCH (SHED BY OWNER ITINGS TAIL F T-5 DECORATIVE KEYSTONE ATTACHMENT DETAIL E Scale: 3/4"=1'-0" ST -5 11 10" d - 26'-6" m FLOW I I I I I I I I I I j_--FOOjNG --------- ------------------------ TOP OF LINING SECTION - 17th STREET BRIDGE 3/4" DEEP SILICON BASE CAULKING, PROVIDE COMPLETE SEAL CONCRETE LINING Scale: 3/16" =1'-0" ARCH BRIDGE DETAIL - EXPANSION JOINT Scale: 1 1/2"=V-0" 1/2" ASPHALT FELT EXPANSION JOINT MATERIAL T, 1(1 11 19 13 1Q 1c 1 Memo -BRIDGE RAILING BY OTHERS 10" INSTALL DECORATIVE HEADWALLS, FURNISHED BY OWNER SEE DETAIL E ST -5 ,--DECORATIVE "KEYSTONE" ATTACHMENT /--TOP OF LINING I C) I' N FOUNDATION PLAN �H� Scale: 3/16"=1'-0" 5'-6" Qo 0 3 24" 12" 3" #4 BARS @ 12" EW, TF _ s 4 . r { A U d #6 BARS @ 12" EW, BF i - _ 3" CLEAR 5'-6" CAST BRIDGE WALL GROUT GAP BETWEEN BRIDGE & FOOTING F-2" CLEAR FOOTING SECTION -DETAIL F -N Scale: 3/4"=1'-0" ST -5 GENERAL NOTES 1. DESIGN LOADING: BRIDGE UNITS: HS20-44 HEADWALLS: EARTH PRESSURE DESIGN FILL HEIGHT: 1'-0" MIN. TO 2'-0" MAX. DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION 2. MATERIAL STRENGTHS: CONCRETE: 4000 PSI MINIMUM PER A.C.I. REINFORCING: ASTM A615 OR A996 GRADE 60. 3. JOINT SEALS: HORIZONTAL & VERTICAL PER ARCH UNIT MANUFACTURER. 4. CONNECTIONS: PER ARCH UNIT MANUFACTURER. 5. LIFTING HOLES/INSERTS: PER ARCH UNIT MANUFACTURER. 6. SOIL VALUES: ACTIVE LATERAL EQUIV. FLUID PRESSURE: 40 PCF. AT REST LATERAL EQUIV. FLUID PRESSURE: 60 PCF. BEARING PRESSURES: DEAD LOAD ONLY: 1,500 PSF DEAD PLUS LIVE LOAD: 2,000 PSF TOTAL LOAD INCLUDING WIND OR SEISMIC: 2,650 PSF LATERAL BEARING CAPACITY: 175 PSF/FT 7. DIMENSIONAL TOLERANCES: ALL LINEAR DIMENSIONS VERTICAL & HORIZONTAL: -1/8" (NO PLUS TOLERANCE) ALIGNMENT TOLERANCES: 1/8" IN 10 FEET. PLUMB IN VERTICAL MEMBERS: 1/8" IN 10 FEET.I 'In 0 00 N U T Q U s o rn o Co (o C �(o (oN N m C - UJ 0 0 r > co U -coco 0Co ID t, op �� O T � � CD 0 C) � Co a I U Q C O tr I o z I a m! N " QN1 S00 o m Q.Q goo O r> 3 o miz m ai o a p Q GU ;u- Q 0 L 1 Q /y U 1L.m C) w CC w O Q Cl J ( w W 0 U Q CL w m Q > H w I z z 1- Y Q U w [r w �-- q: 07 U W C) _' w CL <4� SHEET NO. �uoo OF 6 r am TOOLED CORNERS FORM TOP 7 1/2" OF WALL, EACH SIDE EXCAVATE EARTH AWAY FROM WALL AFTER WALL ELEV. 401.00 IS CONSTRUCTED SIN ROUGH GRADE PRIOR �-------------------------- TO ---------- ---.TO WALL CONSTRUCTION , REMOVE CONC. SLAG BELOW FORM LINE o1 , STONES & GROUT TO BE PLACED BY CITY BLOCKOUT FOR - SILICON CAULKING IMMERSION RATED d D 5 8" EXP. J INT MATERIAL CREATE IRREGULAR MEANDERING EDGE TOP OF LOW WATER CHANNEL SLOPE 12" 10'-0" MIN. POND PERIMETER WALL DETAIL - SECTION A Scale: 3/4"=1'-0" ST- * FIBER MESH REINFORCED NEATLY FILL BLOCKOUT WITH CONCRETE MAY BE USED SILICON CAULKING IN LIEU OF WWF D SIN POUR 4" CONCRETE WALK SURFACE TEXTURES TO BE PER ARCHITECTURAL SITE PLAN FINE GRADE AND COMPACT TOP 6" TO 95% RELATIVE COMPACTION - ASTM D1557 DISCONTINUE 6"X6"X10 GA. WWF (OR USE FIBER MESH CONCRETE) \� PERIMETER WALL, POND SIDE 5 8" ASPHALTIC -FELT EXPANSION JOINT MATERIAL FULL HEIGHT OF WALL PLACE AT 60' CENTERS ALONG LENGTH OF WALL 1/2"X24" SMOOTH RODS - 3 REQ'D EVEN SPACED, BUT CLEAR OF TOP 6" OF WALL, GREASE RODS PRIOR TO CONCRETE POUR WALL EXPANSION JOINT PLAN - DETAIL Scale: 3/4"=V-0" 5' TO 7' 2)-6)) TO 1'-10" DWS 1.25 , _( 10" TO 14" XX % 6" TO 9"—I .,,=�., SOILPACTED CEMENT DETAIL - ROCKED SHELF H Scale: 3/8"=V-0" T- o co I NI io PLACE SAND -CEMENT COLORED MORTAR BED AND SET BOULDERS, GROUT VOIDS ON SURFACE AND BRUSH ROCK CLEAN STACK BOULDERS AT - LOCATIONS SHOWN ON PLAN AND AS DIRECTED BY CITY DWS ELEVATION OF TOP 12" TOOLED CORNERS, TYP. OF WALL PER ZNSION ASPHALTIC-FELT GRADING PLAN JOINT MATERIAL FORM WALL 2% 4" FXTFNSInN Scale: 3/4"=1'-0" ST-( o SQUARE POND WALL EDGE TO Q CREST , G co WEIR /CREST (PRECAST) TOP OF WARPED WALL POND WALL r 1 5/8" EXP. JOINT MATERIAL MATCH WEIR CREST - POND WALL SEAL JOINT WITH SILICON CAULK ALL ALONG WALL 5/8" EXP. JOINT —' MATERIAL ALONG TOP SEAL JOINT WITH ----- SILICON CAULK ALL ALONG WALL COBBLES PLACED -� PER SEE DETAIL H ST -5 DETAIL - BOULDER PLACEMENT Scale: 3/8"=1'-0" a Scale: 3/8" =1'-0" SECTION G Scale:1 T-0" ST -6 TOP OF WARPED TRANSITION -------------- 5/8" EXP. JOINT MATERIAL WEIR PANEL CREST POUR CONCRETE— THRUST ONCRETE THRUST BLOCKS, EACH END OF WEIR r -I00 i CUTOFF WALL I � ------- I I I I I I I I I I I I I I I I I I I 6" WALL OFFSET I I "T__ I I - I I I PERIMETER WALL I I ------------------------ ------------- I I I I I I I I I I I I I I I I I CUTOFF WALL FINISHED POUR CONCRETE THRUST BLOCK PLAN - WEIR THRUST BLOCKS Scale: 3/8"=1'-0" OF POND IETER WALL AGAINST UNDISTURBED TOP OF OUTSIDE WEIR OR COMPACTED EARTH PANEL FOOTING f'c = 2500 PSI MIN. I --------- -- / ---------- THRUST TO PANEL ----------------------- FOOTING EDGE THRUST TO CUTOFF WALLS -----------1----------------------- 12" 3t-0)) SECTION rE� Scale: 3/8"=V-0" iu 0 I z <11 N LE m O CO '�10C o p c:: o 9 EU0 o 3 z "i o a co D 1QOm ) LE0 d Q L0 _ CL Cl) F___ J_ Q w W O w H cc 0 U)�J J Y Q < m o W W Z F— I W U Y w rr rr W U a- 0 - SHEET NO. 00 OF 6 W-1 =I EV. PERIMETER WALL /----OVERPOUR LEVEL PLAN - WEIR STRUCTURE A Scale: 3/16"=1'-0" PC-� INTAKE CONTROL GATES ARSCREENS w ELEV. 400.00 ----------------7 / / / / I _ I "INTAKE STRUC' CONSTRUCTED --- REINFORCEp 0 PANELS 9 & 1 SEE DETAILS ELEV. 402.50 I ILI - ' 1.5»o« I -T �1 I I ------------------------- L< ELEV. 39 -- PANEL 1 PANEL 2 ; r PANEL 3 < IANEL 511 PANEL 4 I • P • I I I I I ' 1.I I I -------------------- --------------------------------------------------------- ----_.�-� -------__-_______-___-- i d 1 I I I WEIR UPSTREAM ELEVATION7PB--'::; POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS Scale: 3/16"=1'-0" PC -1 OF CANAL LINING T P OF PANEL FTG. 1 1 1 I I t I I I 1 I I I I I I 1 STRUCTURE NOTES 1. PORTLAND CEMENT CONCRETE STRUCTURES SHALL CONFORM TO THE PROVISIONS IN SECTION 51, "CONCRETE STRUCTURES", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL CONCRETE SHALL BE CLASS "A" WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI IN ; ACCORDANCE WITH ASTM C39, C172 AND C31. 2. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90-3.01 OF STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. 3. SLUMP SHALL BE A MAXIMUM OF 4 INCHES. WATER CEMENT RATIO SHALL NOT EXCEED 0.55 +/- 0.02. 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE BEEN APPROVED. 5. CONCRETE SHALL BE PLACED BY THE BEST METHOD TO PREVENT SEPARATION OF AGGREGATE AND MORTAR. EXCESSIVE ROCK POCKETS ARE SUFFICIENT FOR REJECTION OF THE POURED STRUCTURE. VIBRATION FROM PORTABLE INTERNAL VIBRATORS SHALL BE PROVIDED TO ELIMINATE SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO ASTM C309. 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: ELEVATION OF PIPE INVERTS 1N STRUCTURES: +/- 1/8 INCH ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/- 1/8 INCH ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +/- 1/8 INCH VARIATION OF STRUCTURES FROM SPECIFIED GRADES, ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET LINEAR DIMENSIONS IN PLAN: -1/8- (NO PLUS TOLERANCE) 8. CONSTRUCTION JOINTS FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE FROM ABRUPT IRREGULARITIES AND MATCH THE FINISH OF THE ADJACENT CONCRETE. RECESSES FROM TIE -ROD DEVICES SHALL BE FILLED WITH DRY PACK MORTAR. HOLES PENETRATING THE ENTIRE WALL SHALL BE FULLY FILLED WITH CONCRTETE. 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. 11. SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI CODE CLASS B. MINIMUM OVERLAP SHALL BE: 12" FOR #4, 18" FOR #18, 24" FOR #6, 32" FOR #7 AND 42" FOR #8 BARS, 12. CLEARANCE FOR REINFORCING SHALL BE 2" FOR FORMED SURFACES AND 3" FOR SURFACES PLACED AGAINST EARTH. 13. ABBREVIATIONS: NF=NEAR FACE, EF=EACH FACE, FF=FAR FACE, IF=INSIDE FACE, OF=OUTSIDE FACE, EW=EACH WAY. 14. BEND REINFORCEMENTS AROUND GROUT POCKETS, INSERTS AND RECESSES WHERE REQUIRED. 15. ALL STRUCTURE BACKFILL IS TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY IN ACCORDANCE WITH ASTM D1557. 16. ALL STRUCTURE FOUNDATIONS AND FLOORS ARE TO BE POURED ON UNDISTURBED SOILS OR RECOMPACTED SOIL AT 95% OF MAXIMUM RELATIVE DENSITY FOR THE BOTTOM 12 INCHES. 17. CHAMFER ALL EXPOSED CORNERS 3/4". 18. SUPPLIER OF PRECAST PANELS TO ALSO PROVIDE ALL NECESSARY INSERTS AND MATING PIECES SUCH AS REBAR PIGTAILS, BOLTS AND WASHERS. -PERIMETER WALL ELEV. 402.50 OVERPOUR LEVEL o ELEV. 400.00 I I I -__---__---------__________ ---------- __________ ____________________ \ I I I I --------------------- ------------------------------.-------------------- POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS INTAKE CONTROL GATES ELEV. 401.00#5 SPLICE COUPLING MOUNT FLUSH CTOTOOTING FACE, PROTECT OPEN END ELEV. 399.50 = ELEV. 400.00 I 2,_0" INTAKE STRUCTURE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE PANELS 9 & 10 #5 THREADED BAR ® 12" O.C. ELEV. 392.00 (PRECAST SUPPLIER TO PROVIDE, ELEV. 389.00 BENT IN FIELD)y, ---------------- CUT OFF WALL BY INST WEIR STRUCTURE TO BE POUR IN PLACE WEIR CUTOFF CONSTRUCTED WITH WALLS AND FOOTINGS PRECAST REINFORCED CONCRETE PANELS 1-8 SECTION - INTAKE STRUCTURE C Scale- 3/16"=1'-0" PC -1 4 1 11 19 13 7 6 1,8 1'9 20 21 --- E SPLICE COUPLING, MOUNT USH TO FOOTING FACE, PROTECT OPEN END 2>-0„ 5 THREADED BAR @ 12" O.C. PRECAST SUPPLIER TO PROVIDE, ENT IN FIELD) UNDERDRAIN COMPACTED SUBGRADE BY INSTALLER fi SECTION - CUTOFF WALL TIE -DOWN Scale: 3/16"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS .D /'.8' !!� P 6 29 30 Q,I 75 0 N W T -2 CIO 0 Cr �(j r oQ0 � ? rnco Q1103 �o C�z' (o (D -�5 (D cc; � m W o U _Co 05oo W to T o(o Lo, 12 co ctnc C) 0�T mI -+ I o � Q U Co o i PANEL 6 PANfL 7 PANEL 8 I I I -__---__---------__________ ---------- __________ ____________________ \ I I I I --------------------- ------------------------------.-------------------- POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS INTAKE CONTROL GATES ELEV. 401.00#5 SPLICE COUPLING MOUNT FLUSH CTOTOOTING FACE, PROTECT OPEN END ELEV. 399.50 = ELEV. 400.00 I 2,_0" INTAKE STRUCTURE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE PANELS 9 & 10 #5 THREADED BAR ® 12" O.C. ELEV. 392.00 (PRECAST SUPPLIER TO PROVIDE, ELEV. 389.00 BENT IN FIELD)y, ---------------- CUT OFF WALL BY INST WEIR STRUCTURE TO BE POUR IN PLACE WEIR CUTOFF CONSTRUCTED WITH WALLS AND FOOTINGS PRECAST REINFORCED CONCRETE PANELS 1-8 SECTION - INTAKE STRUCTURE C Scale- 3/16"=1'-0" PC -1 4 1 11 19 13 7 6 1,8 1'9 20 21 --- E SPLICE COUPLING, MOUNT USH TO FOOTING FACE, PROTECT OPEN END 2>-0„ 5 THREADED BAR @ 12" O.C. PRECAST SUPPLIER TO PROVIDE, ENT IN FIELD) UNDERDRAIN COMPACTED SUBGRADE BY INSTALLER fi SECTION - CUTOFF WALL TIE -DOWN Scale: 3/16"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS .D /'.8' !!� P 6 29 30 Q,I 75 0 N W T -2 CIO 0 Cr �(j r oQ0 � ? rnco Q1103 �o C�z' (o (D -�5 (D cc; � m W o U _Co 05oo W to T o(o Lo, 12 co ctnc C) 0�T mI -+ I o � Q U Co o c� t m 4 SHEET NO. PC�o � OF 4 o ! z 1 I > { LL ao }� o op 4 CD m UUco o� Q ICE cn ({l o m ai Cr) o f O 4Q0 LLU Q L0 C/) 2 Z Q p w n. J Cc LLJ Q. Cl)Y Q W LL Y <^ LL (��f- cc Co f W w O � J � I- U w Q w U W U cc J a- J_ c� t m 4 SHEET NO. PC�o � OF 4 4» DIA T 1, 2, a a= 10'-6" PLAN - PANEL 1 - - - - - - - - - - - - - - - - - - o L� - r b I III I I I 2'-11" 14" DIA. BLOCKOUT, TYP.----r/l FRONT - PANEL 1 r mm 9'-118» 1016" 1016" 9'-118» 51 -Opp 4, iTYP. 6 1 10'-6" PC -4 " 10'-6" ,-- 1 j 8 900, 12„ 1 �» --I 5 -716 3 4" DEEP 9'-0" GATE OPENING 3 GROUT POCKET 10'-10 3 " 10 -1016 FOR PANEL 9 16 PI ON - PONFI 9 01 ANI DAnici 0 N 0 Lo I G 2'-11" 0 .o - -- V- L0 9'-0" GATE OPENING 05 10'-6" _ I 1 �» --I 5 -716 3 4" DEEP 9'-0" GATE OPENING 3 GROUT POCKET 10'-10 3 " 10 -1016 FOR PANEL 9 16 PI ON - PONFI 9 01 ANI DAnici 0 N 0 Lo 4" DFFP GROUT POCKET )R WEIR GATE r V%or\L I f VR rruVCl y FRONT - PANEL 2 3'-11" 6'-7» FRONT - PANEL 3 LAYOUT - PANELS 1- 5 A Scale: 3/8" = V-0" PC -2 5'-0» PLAN - PANEL 6 FRONT - PANEL 6 PLAN - PANEL 7 LAYOUT - PANELS 6-8 B Scale: 3/8" = 1'-0" PC -2 4 E 18 1 PLAN - PANEL 4 FRONT - PANEL 4 BTYP. PC -4 I I 1. 10'-6» .1 FRONT - PANEL 8 I G 2'-11" PC -4 - -- V- 5-24 9'-0" GATE OPENING �O 10'-6" 4" DFFP GROUT POCKET )R WEIR GATE r V%or\L I f VR rruVCl y FRONT - PANEL 2 3'-11" 6'-7» FRONT - PANEL 3 LAYOUT - PANELS 1- 5 A Scale: 3/8" = V-0" PC -2 5'-0» PLAN - PANEL 6 FRONT - PANEL 6 PLAN - PANEL 7 LAYOUT - PANELS 6-8 B Scale: 3/8" = 1'-0" PC -2 4 E 18 1 PLAN - PANEL 4 FRONT - PANEL 4 BTYP. PC -4 I I 1. 10'-6» .1 FRONT - PANEL 8 PLAN - PANEL 5 1-1T VL- VI\VV I POCKET FOR PANEL 10 FRONT - PANEL 5 i COUPNINGNTO BE INSTA IN FIELD BY INSTALLER NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS `I 29 N :W Q�l0 Iro V U o0 mrn dao �C a� o N �u �m W 0 r C/)00 U pp U0 l� T ` l^� W VJ 0 r -Z- r I Q iii I ! � W � o C: 0 i m I � LL o N f Oi co p m co U o I o m' ai o a Q U !LL iD Lo F- U p W � _j - LL pE W Cc Q Y d Q n F- � Q Q z W U W �- rr U J J_ top) �N SHEET NO. pgo� OF 4 G 2'-11" PC -4 - -- V- 5-24 �O 4'-5" 123/4" DEEP GRROUT POCKET 10'-6" FOR PANEL 9 PLAN - PANEL 5 1-1T VL- VI\VV I POCKET FOR PANEL 10 FRONT - PANEL 5 i COUPNINGNTO BE INSTA IN FIELD BY INSTALLER NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS `I 29 N :W Q�l0 Iro V U o0 mrn dao �C a� o N �u �m W 0 r C/)00 U pp U0 l� T ` l^� W VJ 0 r -Z- r I Q iii I ! � W � o C: 0 i m I � LL o N f Oi co p m co U o I o m' ai o a Q U !LL iD Lo F- U p W � _j - LL pE W Cc Q Y d Q n F- � Q Q z W U W �- rr U J J_ top) �N SHEET NO. pgo� OF 4 SPLICE COUPLING, MOUNT FLUSH TO SPLICE COUPLING "^""'T M """ FOT11NG FACE, PROTECT OPEN END 4"0 BLOCKOUT TYP. FOTTING FACE, #5 L ALT. TOP FACE BAR @ 12" #5 EDGE BAR ~ r #5 L ALT. i C) , BAR @ 12,1 #5 @ 181, BOTTOM FACT BOTTOM FACE I ' FACE #5 EDGE BAR #5 L ALT. BAR @ 12" 5 @ 18" #5 EDGE E FOOTING SLAB - PANELS 1, 417, & FOOTING SLAB - PANELS 2 & MIRRORED 3 i_ Scale: 3/8"=1'-0" ■ ■ J ■ •.lpp A .NEW Scale: 3/8" =1'-0" ww w ww w�.ww w��w �w waw rr.�• wwr wrr ire w ��a►�► • t Scale: 3/8" =1'-0" BLOCKOUT PC -4 "` T^'' BAR EF #5 @ 18" EF #5 @ 12" EF ,LBAR @12" SECTION K Scale: 3/8" = 1'-0" PC -3 ENFORCEMENT BLOCKOUT fn i 9 i TOP - PANEL 9 12'-0" = U REBAR - PANELS 3 & 4 F Scale: 3/8"=1'-0" PC -3 #5 @ 12" EF #5 @ 18" EF STUB OUT #5 REBAR ' i LINES OF ADJACENT FLOOR SLAB "a Ln BAR EF -t- @ 12" EF n. N 1 @ 18" EF To @ 12" EF @ 18" EF BOTTOM FA 5'-9" 41-91) FOOTING SLAB - PANELS 5 Scale: 3/8"=V -O" r /—#5 TOP BAR EF #5 @ 12" EF #5 @ 18" EF #5 L ALT. BAR @ 12" NF #4 HOOP 2" OFFSET FROM CUT OUT, EF #5 @ 12" EF -1J ��-��#5 @ 18" EF 4" 0 BLOCKOUT �#5 L ALT. BAR @ 12" REBAR - PANEL 2 I Scale: 3/8"=1'-0" PC -3 Co i 1 `1� r— #5 @ 1811 5 @ 18" BOTTOM FACE o� U 10'-6" FOOTING SLAB - PANELS 6 D Scale: 3/8"=1'-0" PC -3 #5 TOP BAR EF #5 TOP BAR EF #5 TOP BAR EF #5 @ 12" EF #5 @ 12" EF #5 @ 12" EF #5 @ 18" EF 10" 10" 10" #5 @ 18" EF #5 @ 18" EF #5 @ 12" EF #5LBAR @12" HOOKED END BEND REBAR AWAY #5 L ALT. BAR @ 12" #5 L ALT. BAR @ 12" FUTUREROM ANCHOR BOLT LOCATIONS #5 SPLICE COUPLING, a, #5 'SPLICE COUPLING, 5 @ 18" EF MOUNT FLUSH TO MOUNT FLUSH TO o # FOOTING FACE, FOOTING FACE, - I 1'-10" 10" PROTECT OPEN END PROTECT OPEN END 4"0 BLOCKOUT- -- % 1 #5 @ 18" EF #5 @ 12" EF SECTION O Scale: 3/8" = 1'-0" PC -3 • 12-10 -�- J J8 -I SECTION N DETAIL - PANEL 10 M Scale: 3/8" = 1'-0" PC -3 Scale: 3/8" = 1'-0" PC -3 3'-0" #5 @ 18" EF #5 @ 12" EF SECTION G Scale: 3/8"=1'-0" PC -3 N #5 @ 18" EF #5 @ 12" EF SECTION H Scale: 3/8"=1'-0" PC -3 #5 TOP BAR EF #5 @ 12" EF 10" #5 @ 18" EF #5 L ALT. BAR @ 12" Q, #4 HOOP 2" OFFSET FROM CUT OUT, EF 40 BLOCKOUT #5 SPLICE COUPLING, MOUNT FLUSH TO FOOTING FACE, PROTECT OPEN END L\s'-#5 @ 12" EF SECTION J Y,' T 1"9 U T U O Co rn a' aco� U �a u- � Co 0) m W o T- C) U) Izt CJ �00 C) wC/) Cl) sc.)l �T O�T Co i Q 0 -Q U N Q 0 -N O Z cc U N 11 N O 00 n' ED o Uo 0o c� 3 O co Z m N O ro Oa O 0- 0 IQ U ii U 0 Lo z = W d. W 0 W Q J � � W p rt U) a- Q W Cc Lu Iu Y Q OC Q n m (r LL` w U)O w >- z_ z J U Y < W F- rz Q U U J W J_ cc � CL 4 �5IZZL) �r SHEET NO. Scale: 3/8" = 1'-0" PC -3 p NOTE: CONTRACTOR TO INSTALL 0 OWNER FURNISHED ITEMS f0'0!�p 1 � E T 6 18 i9 20 21 22 23 24 29 r- 4 4 u mm ME �t.A mm n 11„ 2 4j"X J" STEEL STRAP, TYP. 6 94» 38» CONCRETE- BLOCKOUT AREA, TYP. 1'-68" 2J"Xj" SQUARE WASHER ----� CONCRETE BLOCKOUT AREA i i i .2"X20 GA. STEEL TUBING, TYP. 3/4"X9" LONG STEEL BOLT, CADMIUM PLATED, TYP. TOP VIEW #5 BAR 18" LONG, TYP. SIDE VIEW DETAIL - PANEL ANCHOR TYPE Al Scale: 1 1/2" = 1'-0" 6" 93„ 38„ 12" TOP VIEW NIS 2"X2" DEEP GROUT POCKET IRE .< >V TYPICAL VERTICAL JOINT ON PANEL WALL 2"X2" DEEP GROUT POCKET FOR PANEL CLOSURE, TYPICAL PANEL END DETAIL - PANEL 10 D Scale: 1 112" = 1'-0" PC -4 SIDE VIEW L„ 1 -60 ONCRETE BLOCKOUT AREA INSERT PANEL 9 ANCHOR INTO PANEL 5 COUPLING DETAIL - PANEL ANCHOR TYPE A2 Scale: 1 1/2" = 1'-0" NOTE: BLOCKOUTS TO BE FORMED WITH CLEANLY CUT STYROFOAM BLOCKS ANCHORED ON FORM WALLS FIELD DRILL & SET CONCRETE— BLOCKOUT AREA 13» 7 » 1 » 4T5T29 TOP VIEW SIDE VIEW DETAIL - PANEL ANCHOR TYPE B Scale: 1 1/2" = 1'-0" GATE OPERATOR LINE SHAFTS ;10 128" 1;-2 L 1 1 s» TOP - PANEL 10 1115» 16 BLOCKOUT FOR SLIDE GATE LINE SHAFTS, CHAMFER ALL CORNERS TRIM BAR TO CLEAR BLOCKOUT #5 BENT BAR EF DETAIL - PANEL 10 E Scale: 3/8" = 1'-0" P&4 Scale: 1 1/2" = 1'-0" PC -4 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 4 5 1'o 11 12 13 14 F 18 19 20 21 22 23 00 w U lad 141 tt -� U. �T O c� � rn 0) Q � �(D � ELL C- Cz � m W o T 6000 CPJU� (b cCo C'j� O T^ T L i m i Io U 0 i o > i i i i C, z f ILL d N T m <O p m U � U 00 o co «S �U'TO t6 a p Q U 'iii U Q Lo U) J_ EL Q W U 0 C) w LuO U � � Cn � Y Y Q � Q a. CP) 03 J W LL W z _z Q J a_ U w cf) Q U U J W J rr ow coo) w ';Q6�L SHEET NO. pC�C34� OF 4 3'-0" E. SIDE WEIR OVERPOUR PLATE--,,_,- _ _ '-11 j" W. SID GALVANIZED 6"x10"x1 /2" SEE SECTION C I STRUCTURAL TUBING BEAM SEE DETAIL B AAT l s i - -- -- -- -- -- EE I ` ®° HANDRAIL SLEEVES ` SEE DETAIL K • ` y I ' MT- Lo 4 , © , • , dr n_.. - -- ------iEH GIRDER N -- o s T .. GALVANIZED 5"x3"x3/8" ANGLE FOR END ' WALL SUPPORT - E O SEE DETAIL B x ,z ELEV. 389.00 WEIR OVERPOUR PLAT GIRDER - d. • y- a fi SEE DETAIL A MT- ; ��, > GALVANIZED BAR SCREEN BAR SCREEN i i PANELS TOTAL 6 0 KNEE BRACE ; 5 f SEE DETAIL A o / I SEE DETAIL B ; MT-5LJ SECTION - BARSCREEN END WALL SUPPORT I �0� WATER I o _ _ ___--_ __ _. __ _. _- _ _ -- - , ,- r -fpr) Scale: 3/8"=1'-0" STF 1 GRAT SEE 0- A ,�. i PLAN - BARSCREEN AND WALKWAY, Scale: 3/8" =1'-0" BALL n ."k E GALVANIZED BAR GRATING WALKWAY 11'-8" SECTION - BARSCREEN BEAM SUPPORT & GIRDER GALVANIZED BAR GRATING ACCESS WALKWAY Scale: 3/8" =1'-0" 3'-0" d � r IC MT -1 GALVANIZED 6"x8"x1 /4" STRUCTURAL T BING BEAM SEE DETAIL B T-4 :A WALKWAY BEAM & KNEE BRACE SUPPORT SEE DETAIL rB o PRECAST WEIR STRUCTURE PANEL A:e t ELEV. 389.00 v 77 .r as 'y , •a' .... _ ,, { - SECTION - WALKWAY SUPPORT Scale: 3/8"=1'-O" BAR SCREEN PANEL SEE DETAIL A MT -5 1.7 Q1 B. MT -1 ELEV. 392.00 GALV. 5"x5"x3/8"TRIMMED SEAT ANGLE SEE DETAIL D T-3 ELEV. 392.00 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 1 00 N r � � V Fr U o�0- mo) z 056 0) 60? J I- N U >- Q m LL a- � j o J Q W cr Y m m C000 W5,Z, ILL W Um O z ",-, 00 U(o0 vi c O OCL Y � U w U m � U Q Q 0 .n U to N 0 j C r 0 z �m�Q� Q �� co 2 Q u- 0 o aCo �� o O m z m Qi M O o G U LL D Q 'O z = Q n J I- n U >- Q J O W_ LL a- V U) y J Q W cr Y m m 06 ILL W z O z w W Y � U w U � U Q J J_ m i ,, � ' '� uk Q B J SHEET NO. N'To OF 6 am KNEE BRACE TOP PLATE SEE DETAIL SCA mm (KNEE BRACE TOP PLATE SEE DETAILrD") J"x5" EMBEDMENT ]LENGTH S.S. EXPANSION ANCHORS, 4 EA ., w= am 3/4"0 HOLES, 4 PLACES 3/8" PLATE 6"x10"x1 /2" STRUCTURAI TUBING BEAT, 4"x4"x1 /4" STRUCTURAL TUBING KNEE BRACE i I i BAR GRATING - WALKWAY 4"f DRY PACK MORTAR 4"x4%1/4$' 4" - STRUCTURAL - TUBING 4 a . RIDER TOP PLATE :E DETAIL E 1M T- 6x1 T- 6x16 GIRDER 1 2" 1/2" S.S.CARRIAGE BOLT, NUT & WASHER, 2 EA. GIRDER PLAN - BARSCREEN KNEE BRACE & GIRDER(A Scale: 1-1/2"=1'-0" MT -2 4" t DRY PACK MORTAR 4"x4"x1 /4" STRUCTURAL TUBING r71�t 3" I I r�iv DETAIL - KNEE K--D--,� BRACE TOP PLATE Scale: 3" = 1'-0" MT -2 RIDER BASE PLATE SEE DETAIL F II I T- "x2"x1 14"L ,--6"x10"x1 /2" STRUCTURAL TUBING FOR BEAM SEE DETAIL C T - GIRDER TOP PLATE \ SEE DETAIL E W6x16 MT- � 1/4" PLATE FOR BEAM SADDLE SEE DETAIL C T- —4"x4"xl /4" STRUCTURAL TUBING -- BOTTOM PLATE SECTION - BARSCREEN KNEE BRACE & GIRDER B Scale: 1-1/2"=1'-0" MT -2 1/4"x2" BAR ENTIRE LENGTH OF GIRDER TOP FLANGE 16x16 5/8"x1 J" SECTION - GIRDER H Scale: 3" = 1'-0" MT -2 1 J" STD. PIPE INSERT 6"x10"x1 /2" STRUCTURAL TUBING BEAM 6"x8"x1 /4" STRUCTURAL NOTE: 6 REQUIRED TUBING FOR BEAM NOTE: 8 REQUIRED DETAIL WALKWAY BEAM DETAIL - BARSCREEN BEAM PIPE INSERT FOR HANDRAIL J PIPE INSERT FOR HANDRAIL K Scale. 3 =1 -0" kMT-2J Scale. 3 =1 -0 MT - W6x16 DETAIL - GIRDER TOP PLATE Scale: 3"=1'-0" WE 5/8"x1 I" Sl 1/4" PLATE FOR BEAM SADDLE 4 CTPIIrTIIPP OSE TOP " GALVANIZED CHAIN --j" GALVANIZED - HALF RING " SAFETY HASPE 4" TURN BUCKLE ' '-1 I" STD. GALVANIZED STEEL PIPE ,I NOTE: 14 RAIL POST AND 13 RAIL CHAINS ARE REQUIRED I4'-0" TYPICAL EXCEPT AT 1'-6" I 1-1/4"SOLID ROUND I 00 CHAMFER END I DETAIL - REMOVABLE HANDRAILl Scale: 1"=1'-O" 12' 22" L -1Ii 2" 8„ DETAIL - GIRDER BASE PLATE /' ----F Scale: 3"=1'-0" T- 4 � 1 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 5/8"0 SLOTS, 4 PLACES 2- 2r--1 2r--I �� LEDGE OF PRECAST PANEL I MIS 4"x4"x1 /4" STRUCTURAL TUBING i I 3/8" PLATE 4 75" 8 TOP VIEW Q Qo � Y r71�t U Q 1/2"x4" EMBEDMENT LENGTH ----I S.S. EXPANSION ANCHORS, 2 EA 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 2 EA 4"x4"x1 /4" STRUCTURAL TUBING 3/8" PLATE --,\ F -- 4"f DRY .PACK MORTAR DAM � o T .o . C),,- () o 0 � � Qcm? `tom L:3 (.o �0 n� 0) Co �JLu o T U m �. C)Co W�CO U CO U >( o'- cjjC 0 o� I � I Q f i CO 0 i o Z I I ir �i LL of Co 0 a '.. o w � oio of o � oi°' o' o 0. 0 Q U,y UIC] Lo U () w rr O LL LL n � Cc Cr D Y 0- DO < W LL w W O z OC Y U) U W Q U m _J 4"x4"x1 /4" STRUCTURAL U--- _ - TUBING 1� MI's O� �5/8" 0 SLOTS v J SIDE VIEW FRONT VIEW SHEET NO. DETAIL - KNEE BRAC N'T o/R BOTTOM PLATE G OF Scale. 3'=:1'-O" 2 l j 6 29 30 u MT -3 m. M■ 2"x2%1/4"L MOUNT WITH A"x2 EMBEDMENT LENGTH S.- EXPANSION ANCHORS AT 18" O.0 M ■ no 2"x2"x1 4" L SEE SECTION B kV T-3 -5"x3"x3 8" L SEE SECTION B MT -3 ---------- --- ---------- fIT F( TRIM BOTTOM LEG OF 2"X2"Xi" LTO CLEAR GIRDERS _- WHERE THEY OCCUR m. BARSCREEN WALKWAY SEE DETAIL n T-5 I "A' MT -3 BARSCREEN PANEL SEE DETAIL A MT -5 12'-11 1j" -6%10%1/2" STRUCTURAL TUBING BEAM BEAM HANGER --j `1" CHAMFER SEE DETAIL C MT -3 5%3%3/8"L MOUNT WITH 1/2"x4"-__-, EMBEDMENT LENGTH S.S. EXPANSION ANCHORS AT 15" O.C. 5/8"X1 1/2" SLOTS BARSCREEN PANEL SEE DETAIL A T-5 X72\9,, BIRDER 0 LCA 'IRDER WPM - EV, ; i 0 0 Ln W. ro 38" 68" r4%4%3/8"L CUT TO LENGTH SHOWN AT LEFT CUT OFF FLANGE TO 0 MATCH 6%4%3/8L j"O HOLES, 5 I PLACES - 0 I 6%4%3/8" L CUT TO LENGTH SHOWN ABOVE 1" �„ 4" _�_ 4" �� 1" NOTE: 2 REQUIRED, ONE 10" AS SHOWN AND ONE MIRROR IMAGE FRONT VIEW SIDE VIEW DETAIL - BARSCREEN BEAM HANGEPrC All 5" EMBEDMENT JGTH S.S. CHORS, TYP Scale: 3" = 1'-0" MT -3 ,a ELEV. 389.50 i 5"x5%3/8 "L TRIMMED I I TO DIMENSIONS SHOWN , Ad 1/2"Ox6" ANCHOR } % i' STRUCTURE SYMMETRIC 'fi © 18 O.C. F _=, ABOUT CENTERLINE IA , 2,� I 1 = DETAIL - BARSCREEN SEAT ANGLE rD NOTE: CONTRACTOR TO INSTALL Scale: 3" = 1'-0" �T- OWNER FURNISHED ITEMS SECTION - BARSCREEN END WALL SUPPORT B Scale: 1 1/2" = 1'-0" MT -3 4 5 10 11 12 13 14 GENERAL NOTES 1. CONCRETE ANCHORAGE DEVICES SHALL BE INSTALLED IN THE CONCRETE AS SHOWN ON THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY AGAINST THE CONCRETE OR BE SUPPORTED BY TRUING NUTS WITH DRY PACK MORTAR APPLIED UNDER THE BEARING PLATE. THE CONCRETE ANCHORS FOR MOUNTING SHALL BE HILTI KWIK BOLT 3 #316 STAINLESS STEEL, DIAMETERS AS SHOWN, OR APPROVED EQUAL. 2. GENERAL - THE WORK INCLUDED HEREIN SHALL CONFORM TO SECTION 75 - "MISCELLANEOUS METAL" OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF ALL . REINFORCING STEEL, STRUCTURAL STEEL AND MISCELLANEOUS METAL AS SHOWN ON THE PLANS AND SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL, COMPLETE, ALL MISCELLANEOUS METALWORK, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. QUALITY CONTROL - ALL ITEMS SPECIFIED HEREIN SHALL BE OF THE SIZES, SHAPES AND MATERIALS AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY AND APPEARANCE, SHALL BE OF THE BEST COMMERCIAL QUALITY FOR THE PURPOSES SPECIFIED AND MADE WITH STRUCTURAL PROPERTIES TO WITHSTAND ALL STRESSES AND STRAINS ' TO WHICH THEY NORMALLY WILL BE SUBJECTED. ITEMS FURNISHED, UNLESS OTHERWISE SPECIFIED, SHALL BE STANDARD APPROVED PRODUCTS OF RECOGNIZED MANUFACTURERS AND FABRICATED IN ACCORDANCE WITH THE BEST SHOP METHODS. ALL INCIDENTAL ITEMS AND ACCESSORIES NOT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, BUT WHICH ARE REQUIRED TO FULLY CARRY OUT THE SPECIFIED INTENT OF WORK, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS ISSUED BY THE AMERICAN WELDING SOCIETY. ALL FIELD WELDING SHALL BE DONE BY AN ELECTRIC ARC METHOD USING COATED ELECTRODES. ALL FIELD AND SHOP WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE STANDARD QUALIFICATION PROCEDURE OF THE AMERICAN WELDING SOCIETY. 4. SHOP DRAWINGS AND MILL REPORTS - SHOP DRAWINGS OF ALL FABRICATED UNITS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIAL AT ANY TIME BEFORE FINAL ACCEPTANCE OF PROJECT WORK, IF, IN THE OPINION OF THE ENGINEER, THE MATERIALS AND WORKMANSHIP DO NOT CONFORM TO ANY OR ALL REQUIREMENTS OF THE SPECIFICATIONS. 5. MISCELLANEOUS METALWORK - THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MISCELLANEOUS METALWORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUDED ARE THE FOLLOWING: (A) ALL ANCHOR BOLTS, NUTS AND WASHERS (B) ALL EMBEDDED STRUCTURAL OR FABRICATED STEEL MEMBERS (C) ALL STEEL PIPE HANDRAIL (D) ALL FABRICATED STEEL BARSCREENS. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. SEE SHEET MT -4 FOR CONTINUATION OF NOTES 20 21 22 23 24 29 30 0 00 N W U Ci T_ U o co Cy5T rnfO CO 0) <CP 7� 4) LL. Co 0 m W o T U/ ) _� Lu �co C? U�� O'— (jjC 0 o� T r I f m f I c0 o I ( U C i I ( N I � I i LL�I o' T p C=)) Co mm U o C>Co p 3 U o m Z o01a, - a o a ;LL 10 L 2 CL U Lu p[ J_ C) y Q L] Q W Q�- n m m u -w Q O z W U w U J SHEET NO. T&VoO OF 6 11 tri mI m . n_1 i �� 12-V SEE DETAIL E FLAIN - WALKWAY 5U1- FUH 15 MT -4 Scale: 1 1/2" = 1'-0" MT -4 Lum w Z, Q C I 6"x8"x1 /4" STRUCTURAL bi °D TUBING FOR BEAM z 2"x2"x1 /4" L GRATE RETAINER I , I , I t I a ---------------------------------------------------------------- t-------i------------------------------------------------ r—tit i U �--- LEFT BEAM HANGER SEE DETAIL E I MT -4 I I I I t t I I t KNEE BRACE BOTTOM PLATE, TYPICAL —1/4' PLA FORMED SEE DETAIL D I FOR ADDLE MT -4 ® t Q I t SECTION (ALONG FACE OF STRUCTURE) - WALKWAY BEAM SUPPORT Scale: 1 1/2" = 1'-0" RIGHT BEAM HANGER SEE DETAIL F MT -4 3/4" NUT 2" IN OM EACH END EACH �LKWAY BEAM ASE THREADS TER GALVANIZING 3/4" BOLT & WASHER DETAIL H Scale: 3=1'-O" MT -4 ZIGHT BEAM HANGER 3EE DETAIL F MT -4 3/8" STEEL PLATE midr± - a 5/8"0 HOLES, 4 PLACES -T I I I T 3„ 3, 4� 4 8„ DETAIL - KNEE r BRACE TOP PLATE C � Scale: 3" = 1'-0"MT-4 �.: 3 z --1 —1 /2"x4" �==38ry _' EMBEDMENT LENGTH S.S. EXPANSION ANCHOR, TYP I vrr vir-vv I RC2" SLOT 6"x6 "x3/8" L CUT ON ANGLE 5/8"0 HOLES, 2 PLACES FRONT VIEW DETAIL - WALKWAY RIGHT BEAM HANGER �-- 29px2"x1/4"L GENERAL NOTES, CONTINUED FROM MT -3 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: 6"x8"x1 /4" (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH ASTM A36 AND SHALL BE HOT STRUCTURAL DIP GALVANIZED. BREATHING HOLES REQUIRED FOR GALVANIZING SHALL BE PLUGGED WITH RUBBER PLUGS. TUBING FOR BEAM (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONFORMANCE WITH ASTM A120, SCHEDULE 40 OR 80, GALVANIZED AS SPECIFIED OR INDICATED ON THE DRAWINGS. 00 (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE IN CONFORMANCE WITH ASTM A307. ALL BOLTS N AND NUTS AND OTHER THREADED FASTENERS, IF NOT SPECIFIED TO BE STAINLESS STEEL, SHALL BE GALVANIZED. (D) GALVANIZING SHALL BE IN CONFORMANCE WITH ASTM A93, ASTM A123 AND ASTM A153. 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND 1/4" PLATE FORMED DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK TO BE IN CONTACT WITH CONCRETE SHALL BE FOR SADDLE THOROUGHLY CLEANED OF ALL DIRT, GREASE AND OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. 8. FABRICATION AND INSTALLATION - UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION WHEN CONCRETE IS PLACED AND SHALL BE SUPPORTED RIGIDLY TO PREVENT DISPLACEMENT OR UNDUE VIBRATION DURING OR AFTER THE PLACEMENT OF CONCRETE. WHERE METALWORK IS TO BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK INSTALLED AND RECESSES FILLED WITH DRY -PACK MORTAR. ALL ANCHOR BOLT ASSEMBLIES SHALL BE IN ACCORDANCE WITH DETAILS SHOWN ON THE DRAWINGS. METALWORK WITH DAMAGED GALVANIZED SURFACES SHALL BE EITHER REPAIRED OR REPLACED AT THE OPTION OF THE ENGINEER, AND AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF GALVANIZED SURFACES SHALL BE AFFECTED WITH GALVANOX REPAIR COMPOUND, AS MANUFACTURED BY SUBOX, INC., OR AN APPROVED EQUAL. 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BPOLTS, NUTS AND WASHERS WITH A 10% OVERAGE. 10 11 1 r2 13 14 5 i n 1 1'8 19 2Q 7 00 Scale: 3=1'-0" 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHOR, TYP SLOT TOP VIEW 1/4" PLATE 6"x611x3/8" L C, CUT ON ANGLE 5/8"0 HOLES, 2 PLACES 2 63 2 3/8" STEEL 5/8"0 HOLES, 4 PLATE 4 PLACES FRONT VIEW DETAIL - WALKWAY 11 LEFT BEAM HANGER E Scale: 3'=1'-0" MT -4 hzt- a77 I I ni0 N I Mid 3, 21 „ 3, 4 4 4 6" DETAIL - KNEE BRACE BOTTOM PLATE D Scale: 3" = 1'-0" MT -4 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS K-.5 -//� 22 23 24 2g 3p 04 c� No of ° 0 w 0 T U o� M0) 0)(.0 �j a o`0) 70(( 00 (D � m �w o U�� M COM wUCY) —op T CCO ` G C6IZ O 0 T Co co i I � a I I a .Q I � I � ° c I � � i z I T Co o 0 0 C, cU Uo,zmi 4 C, U)oo�oro 0 Lo _ LL U C0 w I- O CE W 0 - � ILL a U w cc D w a Cl) Q Co i - LL Cr Q O z Imo_— V J U w Q w U J CJ_ G c� �I LSA SHEET NO. LJ V Ll LJ o /4j, OF 6 ®I F 0 =I D MT -5 I I \ fl � SIDE VIEW TYF xi TU GF 1» I I 1» 18 �� 19 SPACES @ 3" O.C. = 4'-9" �� 18 4'-114» TOP VIEW NOTES: BARSCREENS TO BE HOT DIP GALVANIZED AFTER FABRICATION. CLOSE ALL OPEN TUBE ENDS, PLUG BREATHER HOLES AFTER GALVANIZING. SIX (6) EACH AS SHOWN DETAIL - BARSCREEN PANE A Scale: 1" = 1'-0" MT -5 1/2 BA 2 SP CR RIA" u 2" — 3/8"x1 1/2" BARS, TYP. DETAIL - BAR END D Scale: 3"=1'-0" MT -5 ONE (1) SET AS SHOWN DETAIL - ACCESS WALKWAY B Scale: 1" = 1'-0" MT -5 BAR GRATING 2"X3 1-3/16" SPACINC 4" CROSS DED CUTOUT FOR BYF GATE CONTROL SF DED WITH J" STRAP. DIP GALVANIZED BAR GRATING 2"X3/16"@ 1-3/16" SPACING WITH 4" CROSS BARS 2'-84» )UTSIDE OF PANEL EDGES. i EAST SIDE OF LOW WATER INTAKE DETAIL - BARSCREEN WALKWAY C Scale: 1"=1'-0" MT -5 2'-84» -- - , - 2'-84» WEST SIDE OF LOW WATER INTAKE DETAIL - BARSCREEN WALKWAY Scale: 1"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS ;. 9 -1/; C) T (� C:) CO rnCP co Q o �(o C�-� co (D C)) co �Lj a U w �CP zrD U� U2 Co C ' O r cfj� 0 oCL T Q ml Ia mid- �- ' U r ! � O } cc �I0 -t- -- - -t--�- I a o o' Coo o ab o c m oCD m 3 Uo m Z 04;� o Cr m a� � p Q � LL p� Q L0 I W C) p WJ w Q L W GC) w cr- Qaa. z w 0o oc w LL w loc Z U U) M w Q DL U J J 2 46 �1 z r y. muog SHHEET NO OF 6 -- - , - 2'-84» WEST SIDE OF LOW WATER INTAKE DETAIL - BARSCREEN WALKWAY Scale: 1"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS ;. 9 -1/; C) T (� C:) CO rnCP co Q o �(o C�-� co (D C)) co �Lj a U w �CP zrD U� U2 Co C ' O r cfj� 0 oCL T Q ml Ia mid- �- ' U r ! � O } cc �I0 -t- -- - -t--�- I a o o' Coo o ab o c m oCD m 3 Uo m Z 04;� o Cr m a� � p Q � LL p� Q L0 I W C) p WJ w Q L W GC) w cr- Qaa. z w 0o oc w LL w loc Z U U) M w Q DL U J J 2 46 �1 z r y. muog SHHEET NO OF 6 'T REMOTE OPE ONE FOR EA( SEE DETQ fA ''j REMOTE OPERATORS, ONE FOR EACH GATE ELEV. 401.00 3/8" S.S. EXPANSION ANCHORS (4 REQUIRED) -GATE OPERATOR LINE SHAFTS PARTIAL PLAN - WEIR STRUCTURE Scale: 3/8" = 1'-0" BEARING BLOCK SUPPORTS SEE DETAIL (19"� ELEV. 400.00 9' WIDE X 4' HIGH SLIDE GATE VITH TANDEM OPERATORS, 2 REQUIRED ELEV. 399.50 rig- - �-� --_ I` -� I ^ 4 f .� ELEV. 392.00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------- ---� I I I I I I I I I I I I I I I I ELEV. 389.00 I I € I I I I 1 - - - - - - - - - - - - - - - - - - - --------------------------------------------------------- ------------------------ ------------------------- 18"x18" FABRICATED STEEL SLIDE GATE,91- of9) Ott FLAT—BACK MOUNT WITH EXTENDED FRAME AND 1:1 NUT NON—RISING STEM OPERATOR SEE DETAIL D i WEIR UPSTREAM ELEVATION B t Scale: 3/8" = 1'-0" WG -1 10 11 12 13 14 SLIDE GATE AND OPERATOR NOTES: 1. ALL STEEL ITEMS ARE TO BE HOT—DIP GALVANIZED. 2. ALL ANCHOR BOLTS, STUDS, NUTS AND WASHERS ARE TO BE #316 STAINLESS STEEL. 3. DIMENSIONS SHOWN ON BEARING SUPPORTS, SHAFT POSITIONS AND BOLT PATTERNS ARE TENTATIVE PENDING FINALIZATION ACCORDING TO THE GATE MANUFACTURER'S DESIGN. 4. ALL ANCHOR BOLTS FOR MOUNTING THE HARDWARE SHOWN HEREIN ARE TO BE SUPPLIED BY THE SLIDE GATE MANUFACTURER. 5. ALL GATE DRIVE SHAFTS ARE TO BE STAINLESS STEEL AND SIZED FOR TORSIONAL REQUIREMENTS. 6. GATE OPERATORS ARE TO FUSION EPDXY COATED. 7. GATE LEAF, FRAME, STEMS, OPERATOR POSITIONS ARE TO BE PER THE MANUFACTURER'S DESIGN. 8. GATES ARE TO BE FLAT—BACK DESIGN WITH FLUSH BOTTOM SEALS. ELEV. 401.00 ELEV. 399.50 0 ELEV. 400.00 ELEV. 38� 9.00 A O d- jL 9' WIDE X 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED BARSCREENS, NOT A PART OF THIS CONTRACT ELEV. 392.00 FLUSH BOTTOM SEAL 3- SECTION - GATE VIEW C Scale: 3/8" = 1'-0" WG-� NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 6.81/G o N cr 0 (j C .— o 0 C� �CO Co �(D u - EZ W 0 T (D U .,-Co C/) 00 LLI -6 Co C Or o u� C o QT Z Cr 0 N O W CD Co O D ;m UU g C; C? 6 3�1o2zm o �_ To L Q Q O LL U Lo = z U—I C) w n W � J (f)ILL 0- Q W CEfr W v< � W C O 0 W U w W IL co VJ J _J 2 epi N %% $� t `� JI �n SHEET NO. Mac] OF 3 Ilii■ — - -- — �� -- ■���— ! �� ����t����i -- oil I I I I I I I I I I I I I I I ELEV. 389.00 I I € I I I I 1 - - - - - - - - - - - - - - - - - - - --------------------------------------------------------- ------------------------ ------------------------- 18"x18" FABRICATED STEEL SLIDE GATE,91- of9) Ott FLAT—BACK MOUNT WITH EXTENDED FRAME AND 1:1 NUT NON—RISING STEM OPERATOR SEE DETAIL D i WEIR UPSTREAM ELEVATION B t Scale: 3/8" = 1'-0" WG -1 10 11 12 13 14 SLIDE GATE AND OPERATOR NOTES: 1. ALL STEEL ITEMS ARE TO BE HOT—DIP GALVANIZED. 2. ALL ANCHOR BOLTS, STUDS, NUTS AND WASHERS ARE TO BE #316 STAINLESS STEEL. 3. DIMENSIONS SHOWN ON BEARING SUPPORTS, SHAFT POSITIONS AND BOLT PATTERNS ARE TENTATIVE PENDING FINALIZATION ACCORDING TO THE GATE MANUFACTURER'S DESIGN. 4. ALL ANCHOR BOLTS FOR MOUNTING THE HARDWARE SHOWN HEREIN ARE TO BE SUPPLIED BY THE SLIDE GATE MANUFACTURER. 5. ALL GATE DRIVE SHAFTS ARE TO BE STAINLESS STEEL AND SIZED FOR TORSIONAL REQUIREMENTS. 6. GATE OPERATORS ARE TO FUSION EPDXY COATED. 7. GATE LEAF, FRAME, STEMS, OPERATOR POSITIONS ARE TO BE PER THE MANUFACTURER'S DESIGN. 8. GATES ARE TO BE FLAT—BACK DESIGN WITH FLUSH BOTTOM SEALS. ELEV. 401.00 ELEV. 399.50 0 ELEV. 400.00 ELEV. 38� 9.00 A O d- jL 9' WIDE X 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED BARSCREENS, NOT A PART OF THIS CONTRACT ELEV. 392.00 FLUSH BOTTOM SEAL 3- SECTION - GATE VIEW C Scale: 3/8" = 1'-0" WG-� NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 6.81/G o N cr 0 (j C .— o 0 C� �CO Co �(D u - EZ W 0 T (D U .,-Co C/) 00 LLI -6 Co C Or o u� C o QT Z Cr 0 N O W CD Co O D ;m UU g C; C? 6 3�1o2zm o �_ To L Q Q O LL U Lo = z U—I C) w n W � J (f)ILL 0- Q W CEfr W v< � W C O 0 W U w W IL co VJ J _J 2 epi N %% $� t `� JI �n SHEET NO. Mac] OF 3 D -A LEVELING STUDS, NUTS AND WASHERS #316 STAINLESS I o 2:1 GATE OPERATOR WITH ROTATION COUNTER AND SQUARE NUT FITTING, (2 REQUIRED)' SEALED BEARING AND HOUSING UNIVERSAL JOINT, TYP. ;�' MOUNTED ON LEVELING PLATE, PACKING GLAND SIZED '' PROVIDE SLOTS FOR ALIGNMENT TO SHAFT WITH 6" STEEL SLEEVE, TYP. TOP VIEW - MIDDLE WALL MOUNT 1-1/2" MORTAR, TYP. BEARING BLOCK I ® DRIVE SHAFTS, SEE DETAIL STAINLESS STEEL <'> 1 3" PVC SLEEVES j BY OTHERS, TYP. i 2:1 GATE OPERATOR WITH _ ROTATION COUNTER AND SQUARE NUT FITTING, 2 REQUIRED) 0 I N I N I I. . \ 5/8"X4" EMBEDMENT S.S. EXPANSION ANCHORS, (4 REQUIRED) DETAIL - REMOTE OPERATOR MIDDLE WAL UNIVERSAL JOINT, TYP. -MORTAR AS REQUIRED Scale: 3/4" = 1'-0" PACKING GLAND SIZED TO SHAFT STEEL SLEEVE AND MOUNTING PLATE FITTINGS AND BOOT COVER WITH S.S. STEEL CLAMPS, (8 REQUIRED) TOP VIEW -SLIDE GATES &REMOTE OPERATORS�AI BEARING BLOCK SUPPORTS, GATE MOUNTED I 5/8"X4" EMBEDMENT EXPANSION S.S. ANCHORS, TYP. Scale: 3/4" = 1'-0" "r-"" "''ERA TED LIFT, EM FOR EACH )E OIL SEALS SIBLE J BEARING BLOCK SUPPORTS SEE DETAIL B G- NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS I 4 1 FRONT VIEW - SLIDE GATE Scale: 3/4" = V-0" GLAVANIZED STEEL FRAME AND LEAF WITH NEOPRENE RUBBER SEALS 1 (4 EACH) 0 N U 0 a for - (.0 (.0 r U o m < C100 CD CO A N CO 0 m w o U� U �M C15 cc) -FzI S 0 0 0 T T CL CL I } Q I 0 0 i z o Ii LL N app } 0c) 03 ca C,U U g o P Er 3C/5 o m z mid; o m O T 0 a 0 4 V ii 0Ip Q LO a. U C) w w 0 Q C a W w Ir Q a - w w z w J (] U w --� w 07 U J _J fC�\' ,/.0 tol) 11_4� �. 4' i" SHEET NO. 0� OF 3 11 II 11F --A 11 II I I I I I I I I I I 111 I I I 1111 ® ®Cl 0 0 ® ID0 0 0 0 ® 0 0 0 0 0 ® ® ® 0 0 ® 0 ® 0 0 ® I I I I I 0 0 0 I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 1 FRONT VIEW - SLIDE GATE Scale: 3/4" = V-0" GLAVANIZED STEEL FRAME AND LEAF WITH NEOPRENE RUBBER SEALS 1 (4 EACH) 0 N U 0 a for - (.0 (.0 r U o m < C100 CD CO A N CO 0 m w o U� U �M C15 cc) -FzI S 0 0 0 T T CL CL I } Q I 0 0 i z o Ii LL N app } 0c) 03 ca C,U U g o P Er 3C/5 o m z mid; o m O T 0 a 0 4 V ii 0Ip Q LO a. U C) w w 0 Q C a W w Ir Q a - w w z w J (] U w --� w 07 U J _J fC�\' ,/.0 tol) 11_4� �. 4' i" SHEET NO. 0� OF 3 -r_. -100 F —1C CD N 3/4" HO TOP VIEW I pp ---� !- 8 �3/4" GUSSETS, 2 PLACES DETAIL - OPERATOR BASE A Scale: 3/4" = V-0" UG- 1'-6" NCK MOUNT WITH CHORS AND MORTAR X9' GATE BOTTOM SEAL SECTION - WEIR C Scale: 3/4" = V-0" WG -3 HIGH DENSITY PLASTIC OR SEALED S.S BEARING AND HOUSING MOUNTED ON LEVELING PLATE, 2'-OQ" PROVIDE SLOTS FOR ALIGNMENT 3/4" HOLES LEVELING STUDS, NUTS AND WASHERS #316 STAINLESS 3/4" PLATE MOUNT TO TOP AND SIDE OF GATE FRAME 3/4" PLATE 5/8"X4" EMBEDMENT 8" EXPANSION S.S. ANCHOR SIDE VIEW - WALL MOUNT END VIEW - WALL MOUNT BEARING BLOCK SUPPORTS (--B� Scale: 1 112" = V-0" T^n ^r GRATING )U ARE STEEL D SLIDE GATE IORS /* 4 5 r 10 11 12 13 14 18 19 20 2i 22 23 24 �6 29 � y r. p K a r , N t N W T -O �, 4S U U oT CD � � rn _ Co L � Co W o T U:Co o"o n Co 0 0 CD MID `) c 0 oCL � m i i CL Q Q � U 3 0 0 I 0 N D CD z U o' !E; m Co t te C' WO o M �:.o m zoo] 0; o Q 0 LL d I� �0 �'C) is p 0 Q T� LL rU1-- C) 0 W J J � LL- � Q T 0 Y Q W Q o- F- m OC < Lw o z W J 0 Y � U w U) rr U J J_ ®.Av CU . SHEET NO. 65) OF 3 0 I 7 PLACE NO ROCKS OR --- BOULDERS IN CABLE PATH 3'-0" NOT A PART OF / THIS CONTRACT � \ CONCRETE FOOTING I FLOATING AERATOR ANCHORED TO I AT LAKE BOTTOM CONCRETE FOOTING & WIRE CABLE I USING GUYS AS SHOWN BELOW I I 2 REQUIRED -0, 1/2" S.S. TUBING "X1/4" #316 S.S. WIRE CABLE, l CONTINUOUS LOOP PLAN - AERATOR Scale: 3/4"=1'-0" NOT A PART OF Ian t SECTION - DETAIL AERATOR Scale: 3/4"=1'-0" N PERIMETER WALL SIDEWALK BY OTHERS 4'X4'X2' DEEP PRECAST - VAULT & LID, CHRISTY R27 P24 WITH R27-52HT 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP 4" SCH. 80 PVC ,,,---LAKE SIDE -� PIPE CONDUITS 6"f r------------------------------------------------------------------------------ --- --- 3 II o L------------------------------------------------------------------------------- ----------- ---+-rte r----------------------------------------------------------------------------- --- —7 -- -- 2 1/2" SCH. 80 PVC PIPE CONDUIT /2 1/2- SCH. 80 PVC ( CONDUIT ,On 1 I ELECTRICAL CABINET ELEV. 99. " 4 SCH. 80 PVC PIPE CONDUITS s POWER CABLE NOT A PART OF THIS CONTRACT NOT A PART OF --6TWIS CONTRACT --- 6v -I I N 2" PVC CONDUIT, ELECTRICAL POWER FEED FROM METER CONCRETE FOUNDATION FOR ELECTRICAL CABINET 3'-0" PLAN - CABLE & ELECTRICAL HOUSING Scale: 3/4"=1'-O" 4'X4'X2' DEEP PRECAST VAULT & LID, CHRISTY R27 P24 WITH R27-52HT BOX TO BE LOCATED PER PLAN. SOME LOCATIONS BEHIND WALK AND SOME LOCATIONS ADJACENT TO WALL 2 1/2" SCH. 80 PVC PIPE CONDUITS '_- - - - - - - - - - - - - --- NOTE: FRONT VIEW OF CABINET SHOWN. I SEE PLAN VIEW FOR ORIENTATION I i—I NEMA 3R FREESTANDING ELECTRICAL I I o LOOP 6' EXTRA CABLE, I d TIE WITH TY -WRAPS TIGHTEN CABLE I CABINET WITH LOCKING DOOR 12"X15"X48", BOLT TO FOUNDATION WITH S.S. ANCHORS I MOUNT CONTROL PANELS FOR EACH AERATOR, PROVIDE 30 AMP DISCONNECT I I AND CLAMP TO 6X6X10 GA. W.W.F. I VAULT WALL WITH I DRILL -IN ANCHOR I CONCRETE FOOTING I ELEV. 100.25 1 ELEV. 99.75 -- 2" PVC CONDUIT, ELECTRICAL POWER 2'-3" LONG --u--------FEED FROM METER 3'-0» WIDE -,q-"'�✓'n) { '� 1-,T t^^err 6" GRAVEL 2 1/2" SCH. 80 PVC CONDUIT ��----- NOTA PART OF LOOPEXTRA POWER THIS CONTRACT 45' ELBOW CORD, 4't NOT A PART OF THIS CONTRACT SECTION - DETAIL CABLE & ELECTRICAL HOUSING D Scale: 3/4" =1'-0" AE -1 1'n 11 12 13 14 1 5 16 1 " 18 19 20 21 22 23 24 29 30 4 � a� o N � W U tr a a Co rl- (j o �(o �C.0 cc U) < Co W d) 0 U f) m ctf W'C' ' C9 144 �f cc0 CO uj C 0 C) � m i a i� I .Q I I � i z �W o m m a o CD o cU UI"i r? o m m m o m a 1 :Q iL C) p Q L0 U W 0 -J Cn a_ I- W Ir W Y Q Q n rr M cr O O W Q -j W U w CC U C_J G `.0 c� c� O� l� z SHEET NO. 1�0 OF 1 / THIS CONTRACT 3 HP 460V, 30 FLOATING I AERATOR, OTTERBINE, BAREBO, I I INC. SUNBURST MODEL I! ELEV. 100.00 ff� , S.S. CLAMPS TYP. GUYS TO AERATOR 1 2 PLACES STOP CLAMP I CLAMP MOTOR CABLE - TO S.S. PULL CABLE, 1/2" S.S. TUBING I ONCE ONLY #5 @ 16 EW CNTR \'\ 3ACLE LAMPS ICE 3'-0" SQR. CONCRETE FOOTING 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP SECTION - DETAIL AERATOR Scale: 3/4"=1'-0" N PERIMETER WALL SIDEWALK BY OTHERS 4'X4'X2' DEEP PRECAST - VAULT & LID, CHRISTY R27 P24 WITH R27-52HT 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP 4" SCH. 80 PVC ,,,---LAKE SIDE -� PIPE CONDUITS 6"f r------------------------------------------------------------------------------ --- --- 3 II o L------------------------------------------------------------------------------- ----------- ---+-rte r----------------------------------------------------------------------------- --- —7 -- -- 2 1/2" SCH. 80 PVC PIPE CONDUIT /2 1/2- SCH. 80 PVC ( CONDUIT ,On 1 I ELECTRICAL CABINET ELEV. 99. " 4 SCH. 80 PVC PIPE CONDUITS s POWER CABLE NOT A PART OF THIS CONTRACT NOT A PART OF --6TWIS CONTRACT --- 6v -I I N 2" PVC CONDUIT, ELECTRICAL POWER FEED FROM METER CONCRETE FOUNDATION FOR ELECTRICAL CABINET 3'-0" PLAN - CABLE & ELECTRICAL HOUSING Scale: 3/4"=1'-O" 4'X4'X2' DEEP PRECAST VAULT & LID, CHRISTY R27 P24 WITH R27-52HT BOX TO BE LOCATED PER PLAN. SOME LOCATIONS BEHIND WALK AND SOME LOCATIONS ADJACENT TO WALL 2 1/2" SCH. 80 PVC PIPE CONDUITS '_- - - - - - - - - - - - - --- NOTE: FRONT VIEW OF CABINET SHOWN. I SEE PLAN VIEW FOR ORIENTATION I i—I NEMA 3R FREESTANDING ELECTRICAL I I o LOOP 6' EXTRA CABLE, I d TIE WITH TY -WRAPS TIGHTEN CABLE I CABINET WITH LOCKING DOOR 12"X15"X48", BOLT TO FOUNDATION WITH S.S. ANCHORS I MOUNT CONTROL PANELS FOR EACH AERATOR, PROVIDE 30 AMP DISCONNECT I I AND CLAMP TO 6X6X10 GA. W.W.F. I VAULT WALL WITH I DRILL -IN ANCHOR I CONCRETE FOOTING I ELEV. 100.25 1 ELEV. 99.75 -- 2" PVC CONDUIT, ELECTRICAL POWER 2'-3" LONG --u--------FEED FROM METER 3'-0» WIDE -,q-"'�✓'n) { '� 1-,T t^^err 6" GRAVEL 2 1/2" SCH. 80 PVC CONDUIT ��----- NOTA PART OF LOOPEXTRA POWER THIS CONTRACT 45' ELBOW CORD, 4't NOT A PART OF THIS CONTRACT SECTION - DETAIL CABLE & ELECTRICAL HOUSING D Scale: 3/4" =1'-0" AE -1 1'n 11 12 13 14 1 5 16 1 " 18 19 20 21 22 23 24 29 30 4 � a� o N � W U tr a a Co rl- (j o �(o �C.0 cc U) < Co W d) 0 U f) m ctf W'C' ' C9 144 �f cc0 CO uj C 0 C) � m i a i� I .Q I I � i z �W o m m a o CD o cU UI"i r? o m m m o m a 1 :Q iL C) p Q L0 U W 0 -J Cn a_ I- W Ir W Y Q Q n rr M cr O O W Q -j W U w CC U C_J G `.0 c� c� O� l� z SHEET NO. 1�0 OF 1