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7.1-203
® EXISTING WATER METEREXISTING SEWER LINE 24 EXISTING FIRE HYDRANT EXISTING STORM DRAIN LINE, SIZE NOTED Q" EXISTING BLOW—OFF ASSEMBLY EXISTING WATER LINEEXISTING UNDERGOUND TELEPHONE LINE MILL EXISTING SEWER MANHOLE EXISTING GAS LINE © EXISTING SEWER CLEANOUT LEGEND OD EXISTING STORM DRAIN MANHOLE ''' '' '' % EXISTING EDGE OF PAVEMENT EXISTING FEATURES LINE SYMBOLS EXISTING OVERHEAD UTILITY LINES @° EXISTING STREET MONUMENT 54 CONSTRUCT STORM DRAIN PER THIS CONTRACT, SIZE NOTED �T —0— EXISTING POWER POLE RAILING PLAN EXISTING TELEPHONE VAULT F — EXISTING DOWN GUY CONSTRUCT STORM DRAIN MANHOLE PER THIS CONTRACT EXISITNG OIL LINE OO EXISTING ELECTRICAL BOX STATION IN 100 FEET GRADING PLAN GP -2 EXISTING TRAFFIC SIGN 281 CENTERLINE OF CONSTRUCTION EXISTING STREET LIGHT EXISTING CURB AND GUTTER EXISTING STREET NAME SIGN PROPOSED WATERLINE LIP EXISTING BLOCK WALL C EXISTING TREE, DECIDUOUS, EXIST. RIGHT OF WAY BARSCREEN & WALKWAY LAYOUT ®R EXISTING IRRIGATION VALVE OR RISER SECTION LINE EXISTING CATCH BASIN N EXISTING WATER VALVE UTILITY EASEMENT ® EXISTING WATER METEREXISTING SEWER LINE 24 EXISTING FIRE HYDRANT EXISTING STORM DRAIN LINE, SIZE NOTED Q" EXISTING BLOW—OFF ASSEMBLY EXISTING WATER LINEEXISTING UNDERGOUND TELEPHONE LINE MILL Poiiiii`7 ID ED DC�pLQG34Gu�C�Cv14 OGSG3CS� I L 0191 an iK BENCHMARK TR TION PARK PHASE 1 CIN STANDARDS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA THE FOLLOWING CIN STANDARD DRAWINGS ARE AVENUE AND "P" STREET ELEVATION =397.54 CIN DATUM HEREBY INCORPORATED AS A PART OF THESE PLANS: BEARING BASIS 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. EXISITNG CONTOUR RATE, HORIZONTAL TO VERTICAL 1— ` W , ABBREVIATIONS W ART MUSEUM "EP" EDGE 'OF PAVEMENT "BC BEGIN CURVE "TC" TOP OF CURB "EC" END CURVE I --- "FL" FLOWLINE "STA" STATION "CL" OR "CL"CENTERLINE "MH" MANHOLE PEDESTRIAN "ELEV" ELEVATION "EXIST" EXISTING -C PATH "FC" FINISH CONCRETE "INV" INVERT SECTION DESIGNATION:r o DETAIL DESIGNATION: "S 11 STREET' SECTION LETTER DETAIL LETTER A A - o- SHEET WHERE SECTION IS SHOWN 2 AERATOR FOUNTAIN t S yI. SHEET WHERE DETAIL IS SHOWN NOTES: ` RAISED STREET LAKE WEIR STRUCTURE \� 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT CROSSING AERA OR FOUNTAIN 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A, \ CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE oiv PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND CNAV o REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS._ J x 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 TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE �r #:.. BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE PEDESTRIAN AND BICYCLE PATH REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. LIST OF DRAWINGS EXISTING SEWER MANHOLE EXISTING GAS LINE © EXISTING SEWER CLEANOUT EXISTING FIBER OPTIIC LINE OD EXISTING STORM DRAIN MANHOLE ''' '' '' % EXISTING EDGE OF PAVEMENT ® EXISTING GAS VALVE EXISTING OVERHEAD UTILITY LINES p7 Q EXISTING PIPELINE MARKER SITE DETAILS �T EXISTING TELEPHONE BOX EXISTING UNDERGROUND ELECTRIC LINES RAILING PLAN EXISTING TELEPHONE VAULT EXISTING MULTIPLE UTILITY TRENCH RAILING PLAN SP -6 EXISITNG OIL LINE ar EXISTING TELEPHONE MANHOLE GRADING GRADING PLAN GP -2 FLOWUNE . v EXISTING STREET LIGHT EXISTING CURB AND GUTTER TS® EXISTING STREET LIGHT PULL BOX - LIP EXISTING BLOCK WALL C EXISTING TREE, DECIDUOUS, EXISTING FENCE BARSCREEN & WALKWAY LAYOUT EVERGREEN, PALM, SHRUB MISC. METAL 8 EXISTING CATCH BASIN EXISTING CABLE FENCE MB 8 EXISTING MAIL BOX SAWCUT EXISTING PAVEMENT TO BE REMOVED & REPLACED ® EXISTING GUARD POST zzz �E MT -6 TOP OF SLOPE_ WEIR PLATE DETAILS PC -1 (2:1) T T PROPOSED SIDE SLOPE PRECAST WEIR PANEL PLANS PROPOSED FINSHED GRADE ELEVATION BOTTOM OF SLOPE Poiiiii`7 ID ED DC�pLQG34Gu�C�Cv14 OGSG3CS� I L 0191 an iK BENCHMARK TR TION PARK PHASE 1 CIN STANDARDS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA THE FOLLOWING CIN STANDARD DRAWINGS ARE AVENUE AND "P" STREET ELEVATION =397.54 CIN DATUM HEREBY INCORPORATED AS A PART OF THESE PLANS: BEARING BASIS 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. EXISITNG CONTOUR RATE, HORIZONTAL TO VERTICAL 1— ` W , ABBREVIATIONS W ART MUSEUM "EP" EDGE 'OF PAVEMENT "BC BEGIN CURVE "TC" TOP OF CURB "EC" END CURVE I --- "FL" FLOWLINE "STA" STATION "CL" OR "CL"CENTERLINE "MH" MANHOLE PEDESTRIAN "ELEV" ELEVATION "EXIST" EXISTING -C PATH "FC" FINISH CONCRETE "INV" INVERT SECTION DESIGNATION:r o DETAIL DESIGNATION: "S 11 STREET' SECTION LETTER DETAIL LETTER A A - o- SHEET WHERE SECTION IS SHOWN 2 AERATOR FOUNTAIN t S yI. SHEET WHERE DETAIL IS SHOWN NOTES: ` RAISED STREET LAKE WEIR STRUCTURE \� 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT CROSSING AERA OR FOUNTAIN 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A, \ CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE oiv PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND CNAV o REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS._ J x 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 TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE �r #:.. BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE PEDESTRIAN AND BICYCLE PATH REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. LIST OF DRAWINGS SHEET NO. PROJECT ELEMENT DESCRIPTION T-1 GENERAL TITLE SHEET & INDEX SP -1 SITE DETAILS SITEPLAN SP -2 SITEDETAILS SITEPLAN DETAILS 1 SP -3 SITE DETAILS SITEPLAN DETAILS 2 SP -4 SITE DETAILS RAILING PLAN SP -5 SITE DETAILS RAILING PLAN SP -6 SITE DETAILS RAILING DETAILS GP -1 GRADING GRADING PLAN GP -2 GRADING GRADING PLAN GP -3 GRADING GRADING PLAN GP -4 GRADING GRADING PLAN DETAILS MT -1 MISC. METAL BARSCREEN & WALKWAY LAYOUT MT -2 MISC. METAL BARSCREEN SUPPORTS MT -3 MISC. METAL BARSCREEN SUPPORTS MT -4 MISC. METAL WALKWAY SUPPORTS MT -5 MISC. METAL BARSCREEN DETAILS MT -6 MISC. METAL WEIR PLATE DETAILS PC -1 PRECAST ITEMS PRECAST WEIR PANEL PLANS PC -2 PRECAST ITEMS PRECAST PANELS PC -3 PRECAST ITEMS PRECAST PANELS - REBAR PLACEMENT ST -1 STRUCTURES WEIR DETAILS ST -2 STRUCTURES WEIR TRANSITION ST -3 STRUCTURES 21 ST ST. CULVERT TRANSITIONS ST -4 STRUCTURES 21 ST ST. DOWNSTREAM CULVERT TRANSITION ST -5 STRUCTURES 21 ST ST. UPSTREAM CULVERT TRANSITIONS ST -6 STRUCTURES WEIR INTAKE DETAILS ST -7 STRUCTURES PERIMETER WALL DETAILS ST -8 STRUCTURES BRIDGE ABUTMENTS LIST OF DRAWINGS, CONT. SHEET NO. PROJECT ELEMENT DESCRIPTION ST -9 STRUCTURES BYPASS STRUCTURE WG -1 SLIDE GATES SLIDE GATE - OVERALL PLAN WG -2 SLIDE GATES SLIDE GATE DETAILS BRA BRIDGE BRIDGE ELEVATIONS & SECTIONS BR -2 BRIDGE BRIDGE TRUSS DETAILS BR -3 BRIDGE BRIDGE BASE PLATES & RAILING BR -4 BRIDGE BRIDGE SETTING DETAILS BR -5 BRIDGE BRIDGE ROOF FRAMEOUT & DETAILS BR -6 BRIDGE BRIDGE ROOFMOUNT & DETAILS P-1 STREET PLANS STREET IMPROVEMENT PLANS P-2 STREET PLANS 21 ST ST. PLAN -PROFILE P-3 STREET PLANS 19TH ST. PLAN -PROFILE P-4 STREET PLANS STREET CROSS SECTION SDA STORM DRAIN CENTRAL PARK STORM DRAIN SD -2 STORM DRAIN 21ST ST. STORM DRAIN PX -1 PEDESTRIAN CROSSINGS PEDESTRIAN CROSSINGS SG -1 TRAFFIC SIGNAL & LIGHTING TRAFFIC & LIGHTING PLANS SG -2 TRAFFIC SIGNAL & LIGHTING TRAFFIC SIGNAL & LIGHTING SPECIFICATIONS SG -3 TRAFFIC SIGNAL & LIGHTING TRAFFIC SIGNAL & LIGHTING SPECIFICATIONS SG -4 TRAFFIC SIGNAL & LIGHTING TRAFFIC SIGNAL & LIGHTING PLAN 19TH ST. SG -5 TRAFFIC SIGNAL & LIGHTING TRAFFIC SIGNAL & LIGHTING PLAN 21ST ST. AE -1 AERATORS AERATOR DETAILS E-1 ELECTRICAL SINGLE LINE DIAGRAM & PANEL SCHEDULES E-2 ELECTRICAL SINGLE LINE DIAGRAM & PANEL SCHEDULES E-3 ELECTRICAL ELECTRICAL SITE PLAN E-4 ELECTRICAL ELECTRICAL LIGHTING PLAN E-5 ELECTRICAL POWER & COMMUNICATION PLAN E-6 ELECTRICAL CONDUITS AND WIRE SCHEDULE 0 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" CONNECT TO ART MUSEUM ACCESS I STORM DRAIN xx� o\ PLAYGROUND KEY MAP o SCALE: V=60' O r 1 LIST OF DRAWINGS, CONT. SHEET No. PROJECT ELEMENT DESCRIPTION E-7 ELECTRICAL CONDUITS AND WIRE SCHEDULE E-8 ELECTRICAL ELECTRICAL DETAILS E-9 ELECTRICAL ELECTRICAL PAD I— W W rr U) 1"" N SUBMITTED BY: I RICHARD MEYER, File Name: COB07005TS1.DWG CITY PROJECT NO: P6K117 ria LLF TrIAW I I Ave. —RAISED STREET CROSSING D. ft 26104 r *k f.�°�y° 1* STATE OF CALIFORNIA I, r ouST y ., . grey$ t �. 4 f> 63 Oft S4 l.L'PFi3� � _� •� ����=Y cas�^+aw La ,tl�'t t' LOMA f z •� 4r 1- 4: S ' #�A'tAt Irene BE RNAM!,. , t }j Imo . as Si. ;as sem0104 , # I pill �j ® PROJECT c LOCATION '` { 9 Kr II a" her& Aita} ;�tsa � �' ��-` 3 trC N Oil Strxet > adv - Ln [, r 12! y`!` t R, 47, K S t lr# r;9iaY7�ftrexa ` '14 sc E.Brir i r I *' ■ APPROVED BY: 0 Z I. i Lu { RAUL FTOJAS Vz DATE PUBLIC WORKS DIRECTOR Q l APPROVAL RECOMMENDED: IlL . � I �a BRAD UNDERWOOD DATE ASSISTANT PUBLIC WORKS DIRECTOR CC 1 DE ICN EN IN ER DATE Z i NNE NJ DATE E ALKER (DATE 1 RECORD DRAWING CERTIFICATION W 7__f.c_ CITY OF BAKERSFIELD� V _ - Civil E gineering Inc. MILL CREEK LINEAR PARK PH 1 OF NJ --�i - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 N CONSTRUCTION PLANS 1 SHEETS`1�i � I PRINT DA-"—: 5/1 2/C8 . Cs LOCATION MAP NOT TO SCALE tt t� t t f t I d Ft T t i MATCH PROTECTIVE RAILING 8' PEDES- TRIAN PATH 8' TO 15' TYPICAL V O �G --- — -2%- % 1 4" THICK CONCRETE WALKS 0� GROUT ROCK - (BY CITY) GRADING CONTRACTOR TO EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED BY STRUCTURES CONTRACTOR, TYPICAL 1 CONNECT TO ART MUSEUM ACCESS . l �r __-- �__-� ��- �� _ _ - �� t ;I LEGEND - - - - _ - � ® CH �--------- d '� g PARK BEN It ! t DECORATIVE CONCRETE ON t 1 > 0 rf it tt c 1TYP1CAl11 . cs� TREE TO BE RETAINED \le' 4 TOP OF CHANNEL ---\ NEW PUMPHOUSE AND s , ll MAINTENANCE BLDG. � F Low WATER CHANNEL - t t � If TOE OF CHANNEL/ �If PERIMETER WALL! if � t I d t—' LAKE PERIMETER i fij/ ,�, ?,. t r�, rim, 1} t O ° ' y �' ":- �� DECORATIVE RIVER ROCK PEDESTRIAN -�� ;!�4 �, AERATION FOUNTAIN ° PAT I j A �`: N AIN .: +ijji ° ff _ t - 4 v � TRAFFIC SIGNAL A I _ -, i �.�—• �— t ������ O Vv IF I/�- � � � � � t; ,� `1 -- �%`. � FUTURE SISTER CITY QUAD AREA i � �y`i � tt- _ '•"�A :.`: `:•:. {i rl.,-,I! � `''\ \ '� � P. _..-__.-..—_.._---\ i � � < j ;I i( LIGHT STANDARD TRUKE° �D 4, a `r ,I f �r _ :: ' `,, /. ♦ LIGHTED BOLLARD EXIST . / Is \ + I i x t 1 tl E f. - �' I � i 'P Y R N ou G f � ' f it Z _... ...., .. _i . c� t t o o RAILING q' G �4 I l (p t t D _ \ f N DETAIL .,�:=�h;.• Q � I I `\\ � T REMAIN 7 �' I l E � T F � ! ` 7' f t r / t 's DECORATIVE EE DE R G S k CO PAVING 1. v' i� i I - : I t' �e X \ -d I - f - VAP P FOR T HEFT 2 S FO DETAILS Nr _ SHEETS & 3 t--> _ r _ z, ° n e — „,. ` � +"`'*.. I -a•a-rites .g„ r 0 f mm LE DETE WARNING TRIP . - TA G S DETECTABLE , I r , r a 3k I , , 1 � h„r� • a t• J I t I / tl - { X i{ - i,s t Y f - 3'a L J? O M c: \ a # t _t, [I TIN \ EXI - y �. 1 EXISTING :� i t 2 PI �- i r ti\ r e I Y tj i N. \ 1C7 d I r STORAGE A D 1 r' x k r rte". .f z- qI P 4 'e ° 2 \ ! f \ RES 00 - .. � C�4 1 a _ t \ — ° O Y� t iY \ i { <4 a -� N \ S �;� .}.:::; ' \ +L i t i ° BUI GS I e L� > . I \ t � Y r{ tz ° ``d V 1. a, 4'`. '� '---t '-""-- tf' 1 s. �. -"" ..�`BE RE �#, 5.:.` \ — l C — p 5 i. 'CA a. M M � t t I t \ 9 ,s I' ; t I \ .. j{ t ( ,tom d :f J'( R i 1 .4 \ `a 9 r. L t O � to •'7 �, I �� t: i ;t �. a- s a`\ { \ i ,t . \ .i \ —x L A \ i € \ J, \ _ 1 ° \ - r a � t I -sr- sx, C z0 t' z \ S , N 6! I -- ® 7 � i r v t l t i ° \ u C� i z� t z 4 � a — s x'k I a i I �v t" J _ — S \ a t \ t s. h a s. h4 Y 9 \ I. \ � t t:�. \- ~ "�.� t P T-k� \ � 3` k t TR�A�N Ai�l�-B� �. 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" q`•e„`---„_-,.. : �``''• �� /'Y 3 ,l � !`•� � I if \#``T0' L l I , t ,,} I P't \ ”' .,,..., '°-' s.,_ \ \•, \'` \'•,— m -- \� `�`\� �.i�'s �' i..}5 - v a `'C ^ \ ! __7 -------------------------------� , RA ED TREET R IS S C OSSIN(- wv�f V j yy ! iq �i j •a�•"•.,-•,ate � v"a .,. a ® -�,meg-•:'..,.`- , � NI .•. _ . _.. —. ._.,.. 3 t- t i d vier `• e 1 r L v, �, ' ' ��} P : DECORATIVE ROCK TO BE MATCHING SIDESLOPE CAN VARY PLACED BY CITY FORCES BETWEEN 4:1 MAX. TO 10:1 MIN. 10 PEDESTRIAN WHERE CUT OR FILL SLOPES ARE 5.9' WIDTH VARIES 7.34' VARIES AND BIKE PATH CLOSE TO EXISTING TREES, SLOPE AT - �� Q' ;� _ `� 4 � 4:1 AND TRANSITION TO 10:1 WHERE F NO OBSTACLES EXIST. TYPICAL FOR POND PERIMETER IN DESIGN WATER SURFACE 5r S �p MATCH - EXISTING GROUND AND �p� p �,� 1 TO EXIST. CANAL SECTION 2% 0 196> 9 h--------- r t - O REMOVE ALL EXISTING RUBBLE,F i LE AND INSURE MINIMUM SOIL ^� + CEMENT THICKNESS OF 9 't a as o, •S�, 1 5 � 12 WIDE X 4 HIGH CAST IN PLACE � 1.5 oo ' �?/1 PERIMETER WALL BY STRUCTURES CONTRACTOR" / \ ° E SOIL CEMENT LINER, SEE SPECIFICATION ON ' SOIL CEMENT LIMITS SHEET GP -1 ROUGH GRADING LINE :f \a\\\\ AI \ TYPICAL SECTION Scale: 1`8 SP -1, 1 r. d 1- PM: RDM - Drawn By: RDM/SCB AutoCAD File: COB07005BAl File No: —_ COB07005 Date: — 3-11-08 Rev. No. Date 5 IJ Revision Description Approved By { MiCITY OF BAKERSFIELD Civil E ineerin Inc. 1, ®` MILL CREEK LINEAR PARK PROJECT 110 S. Montclair SSte. 104, Bakersfield, CA 93309 �7low, Cd Phone 661-836-9834 FAX 661-836-9761 Life as it should be. 4#1 -/■ ® S ITE PLAN Richard D. Meyer RCE 28104 Date p 0-3 13 174 117 t €; 1`fi 19 20 21 22 2:- 24 29 31 SHEET NO. Po � OF 6 if 62 top wl AFF 10 Ni, i,: s.� t { MiCITY OF BAKERSFIELD Civil E ineerin Inc. 1, ®` MILL CREEK LINEAR PARK PROJECT 110 S. Montclair SSte. 104, Bakersfield, CA 93309 �7low, Cd Phone 661-836-9834 FAX 661-836-9761 Life as it should be. 4#1 -/■ ® S ITE PLAN Richard D. Meyer RCE 28104 Date p 0-3 13 174 117 t €; 1`fi 19 20 21 22 2:- 24 29 31 SHEET NO. Po � OF 6 .—_—____.._41 ; I i S } € # t ! F t V\ i€ 13 s � 4 f i 4 dN " � I� � Fi F ii O "S" STREET m OH x \ �\ 4 I \ ECA/ I SLANo I \ \ ANAL ,...r, k� PEDESTRIAN PLAZA REFER TO SHEET PX -1 ®, _. I i--------.._.....e-- _...._.—..,_ —.._—-------_._.. -€ O S N W � U W cu f \ � 0- rf LEGEND ATCH TO XISTING WALWAY 1 ° BRICK SOLDIER COURSE IMPRESSION "< <` DAVIS COLORS s ' "BRICK RED" #160 ' BRICK SOLDIER COURSE IMPRESSION SET ON 45' ' ANGLE, DAVIS COLORS "BRICK RED" #160 O z c� COBBLESTONE LORS OBBL SORS IMPRESSION DAVIS CO "DUNE" #6058 a FLAGSTONE IMPRESSION ® - WITH 5'x5' SQR. DIAGONAL a SAWCUTS ON 45' DAVIS COLORS "PALAMINO" #5447 8 WITH "PEBBLE" #641 MIX ' MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 45 DAVIS COLORS "HARVEST GOLD #5084 PLAIN CONCRETE LIGHT BROOM, DAVIS COLORS "DARK BRICK RED" TOOLED EDGES PLAIN CONCRETE LIGHT BROOM DAVIS COLORS "HARVEST GOLD" #5084 V GROOVES PER PLAN � #I FLAGSTONE IMPRESSION a ® WITH RADIAL SAWCUTS FOR CRACK CONTROL, DAVIS COLORS "PALAMINO" #5447 lj WITH PEBBLE #641 MIX if 11 C'O Eif if If Cn W W T- U) W WSCORELINES 8 U) a O = I} COLORED (� CONCRETE o c o " AK- �� O S rf LEGEND ATCH TO XISTING WALWAY 1 ° BRICK SOLDIER COURSE IMPRESSION "< <` DAVIS COLORS s ' "BRICK RED" #160 ' BRICK SOLDIER COURSE IMPRESSION SET ON 45' ' ANGLE, DAVIS COLORS "BRICK RED" #160 O z c� COBBLESTONE LORS OBBL SORS IMPRESSION DAVIS CO "DUNE" #6058 a FLAGSTONE IMPRESSION ® - WITH 5'x5' SQR. DIAGONAL a SAWCUTS ON 45' DAVIS COLORS "PALAMINO" #5447 8 WITH "PEBBLE" #641 MIX ' MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 45 DAVIS COLORS "HARVEST GOLD #5084 PLAIN CONCRETE LIGHT BROOM, DAVIS COLORS "DARK BRICK RED" TOOLED EDGES PLAIN CONCRETE LIGHT BROOM DAVIS COLORS "HARVEST GOLD" #5084 V GROOVES PER PLAN � #I FLAGSTONE IMPRESSION a ® WITH RADIAL SAWCUTS FOR CRACK CONTROL, DAVIS COLORS "PALAMINO" #5447 lj WITH PEBBLE #641 MIX if 11 C'O Eif if If Cn W W T- U) W WSCORELINES 8 U) a O = I} COLORED (� CONCRETE o c o " AK- �� %J%�CUG. i — 4 e. O T— N W � U W C m. \ � 0- co W :_ %J%�CUG. i — 4 e. � m € } i t O .Q II o 0 f :� Oi cl z I Ir �Q mem o U tp o Q Lo co ;m L R< O O' O (p ?y ❑ O cc z m N N 5 N d D�EQOU LLo 0 U W O T— N W � U W C LL Q � 0- co W :_ Ir Q 6 m 0) z Uco 00 < O J Y Y � n� N W U U) -'T m F- �cp cp W �co Yco Q oT _ X20 uj� C U �L � m € } i t O .Q II o 0 f :� Oi cl z I Ir �Q mem o U tp o Q Lo co ;m L R< O O' O (p ?y ❑ O cc z m N N 5 N d D�EQOU LLo 0 U W �4'tiIli i► �aae" Ik, i J SHEET NO. O p o / OF 6 O T— J_ o- W C LL Q � 0- W W Q m W z W < O J Y � w W U U F- cl) J 5J L �4'tiIli i► �aae" Ik, i J SHEET NO. O p o / OF 6 m SAFETY RAILING 7t6 CI L 8p 2500 PSI CONCR 1/2" EXPANSION COLOR AND TEXTURE JOINT MATERIAL I IPER CITY, PROVDE SEE DETAIL EXPANSION JOINTS Co AT 60' MIN. Lu rr POND PERIMETER a) ------- 2% WALL BIOKE PATHALK ORI 6 ,D E E S NJ T MIN ``\�/f\, I = I I t �_.�_ ' TOP OF -2 Co WALL 44 VC) CY) r - C: CY) co W SCO ! 7" % 7� A, COMPACT 0 u- SUBGRADETO 90% Y OF MAX. REL. DENSITYC� 4A !2 ME (CD EXPAN JOINT MATERIAL u DETAIL -SIDEWALK j C COO U) 0) 5 Scale: 1/2"=1'-�O" �-3 DETAIL C.00 oz� ED �-3 Scale: 1 11/2"=V-0 SAFETY RAILING -4, 10' t C) 1/2" EXPANSION ,-2500 PSI CONCRETE JOINT MATERIAL UULUN & TEXTURE o/ SEE DETAIL PER CITY, P IDEXPANSIONOINTS r1 Q AT 60' MIN. Q - PERIMETER WALL -i-,1-t - d 7- 2w, 17' (D 74 HN X IN 011 r-jum, 'mc'm ibiv0iiii40M., v4 004 0 - I N 1' ........... . . ........................... . ....................... ... . ................... . �� �l,' �.,� -� � '\ - (t � iiiiiiP1i�-�s • : t ♦ ♦iiiiiiii .i��♦ii I ♦IIIII �.����ii�♦iii � • � ■ � Iiia.. I�Iloiiiii ♦ ♦♦i♦�'ir ♦iriiiii �hiiiiil; i i�iiiiiiSiO' i 04MIAIRMAL . ............ . ,��i-`'fir. �.� -• �.' �%' 1 ���,"1�1 \..:,. • 1 M1,44 ....................... . ........................... MM W Eft -Q� • PEDESTRIAN PLAZA REFER TO SHEET PX -1 D3 :5) 811 ROUND PARK BENCH FOUNDATION Scale: 3/4"=1'-0" X X -� 2 KERN CAI\4AL- 50# x SCALE: 1"=20' ,8 1 BLOCKOUT CONCRETE 2500 PSI CONCRETE o C0 .0 DETAIL - BIKE PATH K—B �, Scale: 112"=V-0" SP -3 41 (D 14' 9' BOLLARDS, TYP. M u- m 0 CD , 00 U.) < ofo 'zo ai BENCH 1 E� :5 0, c .2 o 16 o < C) Of < a-- BENCH < Es < oui EDGE OF w SIDEWALK C\1 0 cc- U) DETAIL _j BENCH LAYOUT - SIDEWALK W y < ILL rr \, SP -3 Scale: 1/4"=:1'-0" Cf) < Cc n w w < � LjJ EDGE OF < < 2' C� < F- BIKE PATH w Z < 0 LLJ BOLLARDS, TYP. z < WO -j DETAIL BENCH LAYOUT - BIKE PATH Scale: 1/4"=1'-0" SIDEWALK DETAIL BENCH LAYOUT - LAKESIDE Scale: 1/4"=V-0" w a. W W 2'x2LONG CHORD CHAMFER U BENCH 00 �-3 POND PERIMETER WALL BENCH BENCH 11� Ln Ln BOLLARDS, TYP SHEET NO. .I �p��3 OF 6 7t SP -3I.)03 , r mm mm LJ w cn F_ I° '1 31 NO : PANEL 199 & 200 ARIE PART OF THIS WOR KERN; d o c\j 'LANA CANAL td � ? flCl d3 I ii°J N �s Hj _ �I O ^, If Qt. Q T I 96 -0 48`0 I I I 3 s� 20 21 22 23 , n �g 8-5_ M �A �s s, CONSTRUCT/ AERATOR ACCESS GOE I 30 31 32. sr�! __ LI MILL CREEK - POND } I 194¢8 r �,b 193 ¢ 8,0, I, 19 1 CONSTRUCT WEIR s, ACCESS GATE 190 8,S ' SEE DETAIL J 115 P_ 189 8,5 4 - 188 8, —7 S 8� 6' GENERAL NOTES 1. BRICK ANCHORAGE DEVICES SHALL BE INSTALLED IN THE BRICK & CONCRETE AS SHOWN ON THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY AGAINST THE BRICK OR CONCRETE. THE BRICK rBo ANCHORS FOR MOUNTING SHALL BE HILT] DROP IN STYLE, 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 T0 WHICH C 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 RAILING POSTS (C) ALL STEEL HANDRAIL (D) ALL GATES. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH ASTM A36 AND SHALL BE POWDER COATED (FUSION EPDXY), AND SHALL BE COLOR BLACK. THE FRONT FACE OF THE "ARCHES" ON THE PANELS SHALL BE PAINTED WITH TWO COATS OF EPDXY ENAMEL COLOR "ANTIQUE GOLD". (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONFORMANCE WITH ASTM A120, SCHEDULE 40 OR 80, POWDER COATED AS SPECIFIED OR INDICATED ON THE DRAWINGS. (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE #304 OR #316 STAINLESS STEEL TAMPER RESISTANT DESIGN. ti 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK TO BE IN CONTACT WITH CONCRETE SHALL BE 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 AND SHALL BE SUPPORTED RIGIDLY TO PREVENT DISPLACEMENT OR UNDUE VIBRATION. WHERE METALWORK IS TO BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK INSTALLED AND RECESSES FILLED WITH ROCK DUST AND THEN HIGH STRENGTH DRY -PACK MORTAR. METALWORK WITH DAMAGED COATING SURFACES SHALL BE REPAIRED. REPAIR OF COATED SURFACES SHALL BE AFFECTED WITH AN APPROVED EPDXY COATING REPAIR KIT. 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BOLTS, NUTS AND WASHERS WITH A 10% OVERAGE. 3 4 5 1 i? 1 a t 2 .3 LEGEND BRICK PILASTER o U —RAILING PANEL RAILING POST �—RAILING PANEL U o 33 0 NUMBER co 9 " 14 S 3g ,3 „ 6'_ 40 �S� �v " 37 8 - a - 8" ` �_ 5" Q LENGTH OF L PANEL L n a ^` W \;=A ON TABLE yq f ^ n O SHEET SP -5 a � ' ro� ao Lu � Q ° Co �_ oor 1 ' > � co ui j g'td � � U �� IT IIA 00 Cz IZ y)00 C lis iii j ° �. cc cs, m 00 N _ o O o il LO co 1EL 1 „ ��, 1 o m U o ' CONSTRUCT RAILING ALONG CENTERLINE OF POND PERIMETER WALL SEE DETAIL B P v \ � t� ,�: , �ISS 8 >�� . S � 4 S 00- Ido 8,5 169 8,5 RAILING PLAN A 168 ss Scale: 1/16"=1'-0" SP -4 1 CE 3 o:o m'Z Cb b5 •. 1 i 10 8 LL, C) 0 co 70 312 77 8,"01. 81 LJ 7 LU L0Cn < J 61 6 a i './ �, 0// 1 n �s 6 ��5 , a_ 1Lu LL 1 Q < C� O 1 1 1 m Lu w L �p r ` '7, W LL J .4. C")CY)M = U m - U ac W1 U Cn BRIDGE CLOSURE T PANELS 4 REQ'D SEE DETAIL rE p_ Q d:j 1� 00 �co LO • co cY) . .Sam 2100i 161' LOLO 00 4� IS9 >\ 00 _ So SHEET NO. j OF Ck 6 . J- } f t 24 _� 2:: ':.3 2� :3i� 32" 9'-0„ 8'-5" MILL CREEK POND `—CIRCULAR ARC FOR STANDARD PANELS DIM "A" LLVCL [JANLL Scale: 1/2" = 1'-0" PILASTER -- SEE DETAIL 10" RAILING PANEL PILASTER ii ii ii VARIABLE RADIUS (ELLIPSE FOR NONSTANDARD PANELS) FIu IITS&I RAILING POST CLIP _ SEE DETAIL G P - RAILING PANEL DOWNHILL SLOPED PANEL SEE DETAIL Scale: 1/2" = 1'-0" BRIDGE APPROACH PANEL Scale: 1/2" = T-0" ? I Scale:l/16"=1'-0" SP -5 1f2 88 _=_1 CLO URE PILASTER DIM "A" DIM "B" UPHILL SLOPED PANEL D Scale: 1/2" = 1'-0" SPT TABLE OF RAIL PANELS w NUMBER EACH w DIM "A" DIM "B" DIM "C" V) DIM "E" N rl LEVEL 7-5 1/8" 7-2 3/8" 0 i3 2 3/8" 3,4 & 5 3 SLOPE UP TO RIGHT 7-1 1/2" 6-10 3/4" 4 3/4" M1f 2 5/8" 6,7 & 8 3 NOTE: PANEI ARE PART OF 4 7/8" 2 1/8" 2 11/16" 9-25 1 i 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 88 _=_1 CLO URE PILASTER DIM "A" DIM "B" UPHILL SLOPED PANEL D Scale: 1/2" = 1'-0" SPT TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" DIM "D" DIM "E" 1 & 2 2 LEVEL 7-5 1/8" 7-2 3/8" 0 2.3750 2 3/8" 3,4 & 5 3 SLOPE UP TO RIGHT 7-1 1/2" 6-10 3/4" 4 3/4" 2 1/8" 2 5/8" 6,7 & 8 3 SLOPE UP TO RIGHT 7-1 1/2" 6-10 3/4" 4 7/8" 2 1/8" 2 11/16" 9-25 17 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 26 1 LEVEL 77/811 71-7 3/4" 0 2 3/8" 2 3/811 27 & 28 2 LEVEL 81-511 8'-2 1/4" 0 2 3/8 2 3/8 29 1 LEVEL 8'-1 3/4" 71-1111 0 2 3/8" 2 3/8" 30-32 3 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 33-36 4 LEVEL 71-111 &-10 1/4" 0 2 3/8" 23/811 37-39 3 LEVEL 8'-5" 8'-2 1/4" 0 23/811 23/811 40 1 LEVEL 6-9 7/8" 6-7 1/8" 0 23/811 2 3/8" 41-48 8 LEVEL 8'-5" 8'-2 1/4" 0 23/811 23/811 49-52 4 LEVEL 7-1 5/8" 6'-10 7/8" 0 23/811 23/811 53-55 3 LEVEL 6-10 3/4" 6'-8" 0 2 3/8" 2 3/8" 56 1 LEVEL 6-11 1/8" 6-8 3/8" 0 2 3/8" 23/811 57-63 7 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 64-66 3 SLOPE UP TO LEFT 6'-0 1/4" 5'-9 1/2" 1 5/8" 2 1/4" 2 1/2" 67 & 68 2 SLOPE UP TO LEFT 7'-4" 7-1 1/4" 3 1/8" 2 3/16" 2 9/16" 69 & 70 2 SLOPE UP TO RIGHT 7-1 3/4" 61-1111 3 1/8" 2 1/4" 2 1/2" 71 -75 5 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 1 1/2" 2 1/4" 2 1/2" 76 1 LEVEL 7-3 1/2" 0'-0" 0 0" 0" 77 & 78 2 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 79 1 LEVEL 6-6 3/8" 6-3 5/8" 0 2 3/8" 2 3/8" 80 1 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 81 1 LEVEL 7-1 1/8" 6'-10 3/8" 0 2 3/8" 2 3/8" 82-100 19 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 2 3/8" 101 1 LEVEL 7-2 3/4" 7'-0" 0 2 3/8" 2 3/8" 102-110 9 LEVEL 8'-5" 8'-2 1/4" 0 2 3/8" 23/8's 111 1 LEVEL 7-10 1/4" 7-7 1/2" 0 23/811 2 3/8" 112-115 4 SLOPE UP TO LEFT 6'-11 5/8" 6-8 7/8" 3 5/8" 2 1/8" 2 5/8" 116 & 117 2 LEVEL 7-2 5/8" 6'-11 7/8" 0 23/811 23/811 118-120 3 SLOPE UP TO RIGHT 7-6 1/8" 7-3 3/8" 5" 2 1/8" 25/811 121- 145 25 LEVEL 8'-5" 8'-2 1/4" 0 23/811 2 3/8" 146-149 4 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 2 1/2" 2 1/4" 21/211 150 1 SLOPE UP TO LEFT 6-9 1/2" 6-6 3/4" 23/811 2 1/4" 2 1/2" 151 1 SLOPE UP TO LEFT 7-8 1/2" 7-5 3/4" 4 7/8" 21/811 2 5/8" 152-154 3 SLOPE UP TO LEFT 6-5 7/8" 6-3 1/8" 3 1/8" 2 1/8" 2 5/8" 155-157 3 SLOPE UP TO RIGHT 5'-8 7/8" 5'-6 1/8" 2 5/8" 2 1/8" 2 5/8" 158(l) 1 SLOPE UP TO RIGHT 4'-8 7/8" 4'-6 1/8" 4 1/8" 2" 2 3/4" 159-163 5 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 3" 2 1/4" 2 1/2" 164-189 27 LEVEL 8'-5" 8'-2 1/4" 0 23/811 2 3/8" 190 1 LEVEL 6-4 7/8" 6-2 1/8" 0 2 3/8" 2 3/8" 191 -196 6 SLOPE UP TO LEFT 8'-0 3/4" 7'-10" 5" 2 1/8" 2 5/8" 197 & 198 2 LEVEL 7-9 1/2" 7-6 3/4" 0 23/811 23/811 199 & 200 2 LEVEL 7-5 1/8" 7-2 3/8" 0 2 3/8" 23/811 201 & 202 (GATES) 2 LEVEL 4'-10 7/8" 4'-8 1/8" 0 2 3/8" MID FRAME BRIDGE CLOSURES 4 LEVEL PER DETAIL E HEREON k�C� SSL gNgL qND (1) THIS PANEL WILL ONLY HAVE DIAGONALS, NO ARCH. O 6 N CC �Sl ami 11-2 to CO o • 03 Uco 1_ M cp Uco Y� O �M cocoa U CIO � O r (a U0 � 3j. Q I j Q i f s � E o 0 I cc i i I I l € o I; o I [ m � i�OOo o m Im (EQ o3 C 3 p n co CO ai 2 cc Off°' O 1p Q U ,LL U I— U LLlO O � W Y z Cp Q Q W a- a- Yrr Q 0 in W z L1_J o - Y F= W U oC U J_ ®f3 pet c� -1 J :a SHEET NO. 01:pog OF 6 n mm GATE F STD. P FOR LC 3/8" PLATE FOR LOCK HASPE CITY TO PROVIDE LOCK ARCH PIECE----,,, 2%3%1 /8" STEEL TUBING TOP RAIL (-2"x2"x1 /4" WELDED WIRE FABRIC NMI ■m■■■■Ff% Qy �_2%3%1 /8" STEEL 2%3%1/8" STEEL TUBING BOTTOM RAIL TUBING SIDE RAILS L2%2%1/8" STEEL TUBING INTERIOR ALL TUBING FLUSH TO FRONT OF PANEL RAIL PANEL DETAIL rA__'� Scale: 3/4"=1'-0" SP -6 RAILING TO POST MOUNTING EARS_ BACKFILL CORE HOLE WITH ROCK DUST TO 2" BELOW TOP OF WALL, DRY PACK REMAINS. CHAMFER AROUND POST CORE DRILL HOLES-' IN TOP OF WALL [5] Jtt UL I AIL4, f< 1 GATE DETAIL Scale: :3/4"=1'-0" SP -6 HEAVY DUTY PIN HINGES 2" BALL CAP, STEEL OR CAST, FASTENED SECURE TO POST -3%3%3/16" STEEL TUBING POST TOP OF PERIMETER WALL POST DETAIL B Scale: 3/4"=1'-0"SP-6 0 ��� EMS 1'-4" PRECAST PILASTER CAP BRICK VENEER LING PANEL- TYP. " y--- TOP OF ' '-t�-- PERIMETER WALL RAILING TO PILASTER N z MOUNTING CLIPS SEE DETAIL E N I 1 I i I I I L_______________ -CLASS B CONCRETE 24" FOOTING PILASTER DETAIL C Scale: 3/4=1'-0" SP -6 1.19" ""- - CLOSURE BAND TYP. BACK OF PANEL q WHEEL SECTION "A" -"A" LOGO DETAIL K Scale: 11/2"=1'-0" SP -6 VENEER STRIPS -STANDARD BRICK COURSES (cm", SET VENEER ATTACHMENTSTRIPS --FILL VOID WITH GROUT 4 0 M AR, WITH POND f #3 TIES ®16" 13„ ` w 16 PERIMETER �RAILING PANEL 2 8 TOP OF WALL EDGE OF RAIL EPDXY -. �;_f- �� I PLACE i :.6° :.•�, ; : I FRAME o " THICK x 2" DEEP x 3 1/4" LONG STEEL "PADDLES" SET FLUSH WITH ',LOSURE BAND ON BACK 5(.16" SQR. STEEL "SPOKES" S T FLUSH WITH CLOSURE BAND ON BACK >- 1/2" DIA. x 2" DEEP STEEL 'HUB" SET FLUSH WITH 'JLOSURE BAND ON BACK 2 1 2" THICK x 2" DEEP x 3 1/4" LOG STEEL PADDLES ---1" THICK x 2" DEEP x 3 1/4" LONG STEEL PADDLES 3x3 WIRE FABRIC -1/4"0 WIRE CLOSURE BAND 5/16" SQR. STEEL "SPOKES" 1 "x1 /4" STEEL STI WELD TO ARA LL 3�8" PLATE 0 CUT ANG' "x3"x1 /8" STEEL )BING TOP RAIL 2%2%1 /4" WELDED WIREFABRIC, WELD TO 1 "x1 /4" STRAP x1 8" ?IOR TUBING NSTRUCT SIMILAR ABOVE x3"x1 /8" STEEL IBING BOTTOM RAIL RAILING SECTION - DETAIL Scale: 3"=1'-0" 27- 21f 1 I I I PLAN VIEW RIO � __ � � _ 1--2" 3 FOR 8" BOLT / PROFILE FRONT DETAIL - PILASTER RAIL CLIP L Scale: 3"=1'-0" SP- OF V BRICK PILASTER RAILING MOUNT SEE F 28 8 F 2- #4 BARS, DRILL Q WALL 12 MIN. AND EPDXY IN PLACE 3 8" HILTI HDI S.S. a 1 - I ADD FOOTING ALONGSIDE DROP IN ANCHOR _ Y LL ------------------------- ---- PERIMETER WALL 1/2-- SLOT m 3/8"x1 1/2" S.S. a 4" 4" PILASTER RAIL CLiP ROUND HEAD BOLT Co SEE L RESISTANT 1�ty TAM ER W Co @_ PILASTER SECTION D 0�� PILASTER RAIL CLIP E Scale: 1 1/2"=1'-0" SP -6 SP -6 U o -C io Scale: 3"=1'-0" "x3"x1 /8" STEEL )BING TOP RAIL 2%2%1 /4" WELDED WIREFABRIC, WELD TO 1 "x1 /4" STRAP x1 8" ?IOR TUBING NSTRUCT SIMILAR ABOVE x3"x1 /8" STEEL IBING BOTTOM RAIL RAILING SECTION - DETAIL Scale: 3"=1'-0" 27- 21f 1 I I I PLAN VIEW RIO � __ � � _ 1--2" 3 FOR 8" BOLT / PROFILE FRONT DETAIL - PILASTER RAIL CLIP L Scale: 3"=1'-0" SP- - O � OF .1 C 1 `1 ?12 13 ? 4 1 8 ? 9 20 21 22 23 2'4 2 28 8 F 4 1/2-- SLOT I I R8 I" 3/8" PLATE.o t io RAILING I' I DETAIL - RAILING MOUNTS F - --. - ---_ --' - I } Scale: 3" =1'-0"SP-6 o iz POST 1» I 1 Co ILL O m 0 o o � Co o �� 1Ln 3" 3 8" S.S. ROUND 2 I $ HEAD BOLT & WASHER, TAMPER3Q o UE J RESISTANT m RAILING MOUNT SEE F _ LLJ POST MOUNT cc SEE H_ EDGE OF RAIL p (n FRAME J a -J 3/8" NUT W y � Q Q w o- W POST RAILING CLIP G Q Q Scale: 3"=1'-0" SP -6 Co Z z J W U oC Cc U J J_ I � 27„ s HOLE WITH 3/8"0 ®► ------ RECEIVING NUT TN -6 WELDED ON BOTTOM 00 r o N OF BRACKET EAR. I .- ��`�► R$" 3/8" PLATE v 3%3%3/16" STEEL 4� TUBING POST i' p�j3 DETAIL - POST MOUNTS H Scale: 3"=1'-0" SP -6 _v SHEET NO. - O � OF .1 C 1 `1 ?12 13 ? 4 1 8 ? 9 20 21 22 23 2'4 2 GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE.CITY OF BAKERSFIELD ORDINANCES 30. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE IN ACCORDANCE WITH CALTRANS: SC -7 STREET SWEEPING AND VACUUMI� AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE 2001 FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO SC -8 SAND BAG BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 WIN EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING." MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE EROSION CONTROL, TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (WF - SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OFAPPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING AND 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVE HOURS PRIOR TO PLACING OF ANY MATERIAL. AND CONTROL. 31. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. 37. CONCRETE SIDEWALKS ARE TO BE SCORED 1/8" AT 5' INTERVALS. WEAK ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. PLANE JOINTS SHALL BE PROVIDED AT 15' INTERVALS AND EXPANSION JOIE\ 32. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT 60' INTERVALS COB STD. ST -3. 4. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE CONCRETE CURBS ARE TO HAVE WEAKENED PLANE JOINTS AT 15' INTERVA PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES EXPANSION JOINTS SHALL BE AT EACH SIDE OF STRUCTURES AND AT END; CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RETURNS COB STD. ST -3. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THIS GRADING AT NO TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES COST TO THE OWNER. CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, 9. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. THE GRADING CONSTRUCTION OF THE PROJECT, EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 33. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE 10. EMBANKMENTS -EMBANKMENT CONSTRUCTION SHALL CONSIST OF PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS CONSTRUCTING EMBANKMENTS, INCLUDING THE PREPARATION OF AREAS FOR THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, WHICH THEY ARE TO BE PLACED. THE CONSTRUCTION OF DIKES WITHIN OR IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE OUTSIDE THE CONSTRUCTION AREA, THE PLACING AND COMPACTING OF HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES APPROVED MATERIAL WITHIN THE CONSTRUCTION AREA WHERE UNSUITABLE CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD MATERIAL HAS BEEN REMOVED AND THE PLACING AND COMPACTING OF POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE EMBANKMENT MATERIAL IN HOLES, PITS AND OTHER DEPRESSIONS WITHIN THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND GRADING AREA. FULL COMPENSATION FOR EMBANKMENTS, PREPARING PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON ° DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS PLANNING DIRECTOR. AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR FURNISHING AND PLACING THE 34. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH MATERIAL OR CONSTRUCTING AS EMBANKMENT AS THE CASE MAY BE, AND NO AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN W - COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT/HAZARDOUS I W 11. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDINGWASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. ` U) TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. 35. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 07 - BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN i 12. SURFACE DRAINAGE TO BE 1 % MINIMUM EXCEPT AS NOTED. EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A f SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S___i__ _ __ - _ 13. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND t: STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OFA =` f ' I DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME BUILDING PERMIT. I_ i , MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT II �� C( S WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES 36. IF REQUIRED AND IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE `'`T jv _w � HEREON SHALL TAKE PRECEDENCE OVER AND BE SE SOIL CEMENT POND LINING 1. EXCAVATE TO LINES SHOWN ON THE GRADING PLAN. 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 HOMOGENEOUS. 4. SPREAD TYPE II PORTLAND CEMENT AT A RATE OF 6.6 POUNDS PER SQUARE FOOT OF FINISHED SURFACE (8% BY DRY WEIGHT OF SOIL). 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 D1557. 7. TRIM SIDE SLOPES WITH GRADER MOUNTED SLOPE BLADE OR GRADE -ALL. REMOVE OR ROLL DOWN ANY LOOSE MATERIAL. 8. WATER SOIL CEMENT MATRIX IN MULTIPLE LIGHT WATERING 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 BE NECESSARY PENDING DETERMINATION OF IN-SITU MOISTURE. -- , CL CL 0 i cD ! --SSSS-- �' A _s� w' w I �, r !sir y 4 R FUTURE PUMPHOUSE REF R I i qI I 1 ww �k �_ q c ,i ��� �•( n��- , I f _ r t` - > V j PQSg , 5T %DRAIN; n �EO M. DRAIN PLANS _ a.,r i y U IN IE F - D L U O SUCH CONTRACTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN, x �>: p � �' i - I \ a� CONFLICTING PORTIONS. HEREAFTER REFERRED TO ASA "SWPPP." THE CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES BOARD SWRCB . x�, ��` -� i } k- ( ) '``.`�','`� `m• - ��_ i ..._ -. .? "% iV' , ?i... -��a-, �� .i �� �'� , r�-1 it ! �OH `' _� x r , ....� .. � A, � .' 15. QUANTITIES FOR EARTHWORK (TOTAL NET ACREAGE = 2.35 ACRES THE CONTRACTOR SHALL BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND �~ ' - I SEDIMENTATION CONTROL AND ;ate _ _ ti.., :�� � �• �e ,. < �' .�V, s •� �� -1- CO O N STORM WATER POLLUTION PREVENTION �•�v ;: �; � �.�. - ��r �j EXCAVATION - 10,200 CY (CANAL & POND EXCAVATION) THROUGHOUT THE CONTRACT PERIOD. THE SWPPP SHALL INCLUDE BEST h 4 EMBANKMENT - 700 CY HAUL OFF: 9,400 CY MANAGEMENT PRACTICES A COPY OF THE NOTICE OF INTENT VICINITY MAPS EXISTING,. -- WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF ``'�_�; �� � >� �-FR . O Sf �� /Y _ °' . x }�� PLAYGROUND. ; QUANTITIES FOR GRADING PERMIT ONLY, ENGINEER MAKES NO WARRANTY OF COEFFICIENTS MAINTENANCE INSPECTION AND REPAIR PROGRAM LIT OF ACTUAL ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, SUBCONTRACTORS AND INSPECTION REPORT FORMS SPILL PREVENTION AND {4, n CONTRACTOR SHALL CONTACT ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. CONTROL VEHICLE AND EQUIPMENT FUELING AND MAINTENANCE EROSION AND \ � , SEDIMENT �---SSSS-- SOURCE CONTROLS AND ANY OTHER ITEMS AS NECESSARY. AT 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE i 0 -- - IXC IL MINIMUM, THE FOLLOWING BEST MANAGEMENT PRACTICES BMP SHALL BE, 7;., -; h r I .R I Cn RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFINCLUDED: X� j t_ ;,£ � >, ' �' F '' �! , r I N ONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND�R�POSE �T - i - ; x - ' ul : fl TRUCT CPROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE --SSSS-- LIMITED TO NORMAL WORKING HOURS' AND THAT THE i CONTRACTOR SHALL - y F=�, LEGEND: - �� - SSSS - -- DEFEND; INDEMNIFY AND HOLD THE ARCHITECT OWNER AND THE ENGINEER r G D: `'� ��Nqt `' ��` �` -`; G r - `� M - -- - --�- HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE, �., PERFORMANCE OF WORK ON THIS PROJECT, t EXCEPTING FOR LIABILITY ARISING �t .EXISTING TREES TO BE REMOVED BY CITY PRIOR T THIS ---SSSS-. x - 1 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GRADING PROJECT '�� G � � r ,�=' .� ,��_ _ .-n• _ �== �" .._ �� . 1. ., eaCKFILLNo ExcAVA? 17. USE ALL MEANS POSSIBLE SS E TO PROTECT CURBS AND OTHER OBJECTS WHICH _ v FOR WING WALLS ARE TO REMAIN. ,; �:'���� fi: - - . :� DECORATIVE ROCK TO BE PLACED BY CITY FORCES r , PR _P EDP 'DE TRtAN .t , T.. _F 18. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING _ - ` _ __, _ _ _ r,• x ;. , , PLAZA -REFER TO STREET %_..- OPERATION T PREVENT - - - _ __ - n .,r_,, O N THE OCCURRENCE OF A DUST NUISANCE. A DUST _ t '. �L - _ I E - .'� PROPOSED LAKE EDGE WALL TO CONSTRUCTED BY CITY ; � -.PL,ANS�" - ,,__. w � �---.-� �. ., � ., �<. _ ; � -_ '���� _ . �.� .,<`L�. }<;�� -- :<I ;; � 4 � \, AY ! SSSS -Y-, -� - ' CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION __.__�._ �� CONTROL DISTRICT. --__ RETAINED CONCRETE CONTRACTOR ` ,v _ TOP LOPEll rh"; BRI 19. MATCHING CUT SLOPES SHALL BE SLOPED AT 4:1 MAXIMUM - {�' SSE ? PE IA\\ ( !-- ! t `i t t S SIDESLOPE DELINEATION I LOCATIONS} AND 10:1 MINIMUM. AT TREE J _ BRIDGE,, -9-ST •� FLAN -� '" ��'� ( \ �"� . s ' �`` � _ ' ` - - --- - - --- - ---?' t ,� 20. MATCHING FILL SLOPES - - -_ �� .,, �?'' _' :,_y ` �! k _r S 0 ES SHALL BE SLOPED AT 4:1 MAXIMUM (AT TREE j;�, f �. �_fi.� ,r,.-�Z. LOCATIONS AND 10:1 MINIMUM. ,� TOE OF SLOPE l\N�� �ACKF� L1ND EXCAVATE ' C VATE - - FOR WIN GI WALLS ?� s 21. FILL AREAS SLOPING STEEPER THAN 10:1 SHALL BE KEYED AND BENCHED TO �1 PROPOSED FINISHED GRADE , �; v _ ' r - >x SUPPORT FILL. 5� ABBREVIATIONS: TW =TOP OF WALL _ _ _.. _ - u� _ -- --.- - _ - NG WALL W w� INV =INVERT i 22. ALL SLOPES GRADED SHALL BE PREPARED AND M GB = GRADE BREAK.MAINTAINED TO PREVENT EROSION. W = SIDEWALK I ��� �' `�� �� I _ TOS = TOP OFSLOPE . � -- �' _��-" ��� ;• -- �_ _ -- ----- SG SUB GRADE y »_ r - x. E 23. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR ; ; ��� � yr� h �' �� , , . ., , ``�- �, - � :,; k� '� �, � _ f� TO BACK FILLING. DWS = DESIGN WATER SURFACE j �) 11`' _ __ �, xxx� _ �l �v. '�' i :�x ti_ E,q�_ M = MATCH _ N 27. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED RG ROUGH GRADE DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY BW BACK OF WALK ; ; , �1.,• ; , _ {t, , f -_ ; _ :; = 7 _ --�_ - SO THEY MIGHT BE TREATED UNDER HISDIRECTION. EXISTING CONTOURS PROPOS zDPEDESTRIAN� 28. UPON COMPLETION OF GRADING AND BEFORE THE START OF - PLAZA,, R FER TO STREET �� CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOILS CURB FACE � � �' j � ' �. � ',,�'-�- � � a"a ENGINEER AND DELIVERED TO THE CITY ENGINEER. - _ I : �_ PLN ' �h ; SCALE: 1"-50' PROPOSED CURB & GUTTER, REFER TO STREET PLANS �r , r "�_ 29. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED - - - - - SSSS-- ___ _- ___ _ - -` t r` fi + PROPOSEDW X CULVERT WING WALL AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY LIP OF GUTTER TRANSITIONS REFER E_ STRUCTURE KRAZAN & ASSOC.. INC. DATED SEPTEMBER 5, 2007, FILE N0.022-07103. ALL PROPOSED VARIOUS TEXTURED GENERAL PLAN B PLANS RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE CONCRETE SURFACES, REFER PLANS. GP - TO SITE PLAN PM: RDM Drawn B } { ' " 04 Mill �r (� CITY OF BAKERSFIELD SHEET NO. By: LJ RDM/SCB _�� AutoCAD File: u ��---- - - MILL CREEK LINEAR PARK PROJECT (-J COB07005BAl i ' -�� s -_ �; � =�=Civil E gineering Inc. � ��� File No: ;_...- ars e 3 12-6-07 REVISED EAST POND WALL LOCATION RDM_, _`' '_`; VISE_ - _.�- --____ _� �'- -- - -- +-Pho e 661-836-9834 110 S. tte. 104, Bakersfield,FAX 661-836-9761 (���7 Life as it should be. OF ' GRADING PLAN 4 COB07005 -2 i11-21-071 REVISED CHANNEL GRADES RDM 2 ■ ` Date: 1 111/14/07 I WALL GRADES AND CANAL INVERT AT BRIDGE RDM _ ® __� ____ ___�_____-__ �_.___ Richard D. Meyer RCE 28104 11-21-07 Rev. No. I Date t Revision Description '^� v y Date p i Approved B 3 4 5 b 10 1jt 12 153 14 s' Fr ? 19 20 21 22 2 24 ��i nC - - I rl 4 qo CC) N Lu (1) cl: c: cl) 0)(0 —<v) (D" �'c: ri) -'T co w 2 co .2 Cf5 4d 4— t, :E 0 0 0 c8L In cr LLJ -0 > 0 z J Q < Z < qQ U Cc: Q in 0 -u z a- Z < Z rf) < Lu T- o < CC Lu w 0 U) co >}Q _j w cr CE cl) 0 Z Cl) fr co 010 c) < C? 0 im p c) C,z [6 Q x -0 =- o t (L C) C) LLQ 0 Lu o° —i CL Z W v < u— CC —i U) < rr a - w y Cc 0 W < < Z co LLz o _j < �_ y w w 0 PLACE ROCK FROM l' BELOW TOP l�N . 10 OF PERIMETER WALL TO TOP OF 100 ABUTMENT WINGWALLS, TYPICAL PLACE ROCK ON TRANSITION SLOPES TO AND AWAY FROM BRIDGE ABUTMENTS SHEET NO. TA OF L93 4 29 310 mm = m % L - - - 0 cf) —_x EARTHWORK CONTRACTOR TO PLACE AND MAINTAIN COFFER DAM. C"q _MATCH - j j SCALE: 1 =20' 70 1 '2 14 6 1,9 22 2 24 N lie, "T vlava co (\j LLJ o C13 vow U)co 0)'6 Ucp< c') _ co � No (Y) U) 00 W"'Z M cp :2 (o OZ cn c 0 ±A.. o a a -0 1 cc 0- < LLA--- 0 co co z 0 CC c 0 0 cl) LU _j _j C) < < z cr < C ic) IZ 10 LU > 0 '(01) r< Z C/) T_ C/) < LLI LU 1U.p` uj ui c!) co U) Lu w < C? c?C:) co (' Z+ -6 N N1 0 0 z cl) c\lj L0 m LZ >' Lo CD� C? C) 9 C, 6 po — a z c� _T o < () LIE c) C) 0 LU 0 Z W < LL Er pq< n Lli �- Y_ < < Z W o < >- w rr LLJ Cc SHEET NO. a Poo OF 4 rl no mm wo mo mm mm mm mm �_ MATCH 1 PROTECTIVE RAILING 8' PEDES- TRIAN PATH 8' TO 15' TYPICAL 0 4' °/'° o 4" THICK---/ tR. CONCRETE WALKS c,G 0 �g00 GROUT ROCK - (BY CITY) GRADING CONTRACTOR TO EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED BY STRUCTURES CONTRACTOR, TYPICAL MATCH 4" THICK CONCRETE WALKS PROTECTIVE RAILING 8' PEDESTRIAN PATH O O� 2% 0� GROUT ROCK - (BY CITY) GRADING CONTRACTOR TO EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED BY STRUCTURES CONTRACTOR, TYPICAL 5.9' DECORATIVE ROCK, TO BE MATCHING SIDESLOPE CAN VARY PLACED BY CITY FORCES BETWEEN 4:1 MAX. TO 10:1 MIN. 10' PEDESTRIAN WHERE CUT OR FILL SLOPES ARE WIDTH VARIES 7.34'VARIES AND BIKE PATH CLOSE TO EXISTING TREES, SLOPE AT 4:1 AND TRANSITION TO 10:1 WHERE F F NO OBSTACLES EXIST. TYPICAL FOR <l Q �0 POND PERIMETER DESIGN WATER SURFACE �0� o?S s� MATCH - EXISTING GROUND AND 9oF °� TO EXIST. CANAL SECTIONX98 'i'c X09 2% 1 \41REMOVE ALL EXISTING RUBBLE, F i AND INSURE MINIMUM SOIL �9 + CEMENT THICKNESS OF 9" s1.5 °O " , 17 SOIL CEMENT LIMITS POND SECTION - DOWNSTREAM OF BRIDGE SCALE: 1`8' VARIES 7.3WIDTH VARIES o EXISTING GROUND 4'o _ �, AND CANAL �o'\�°°� SECTION 77-77 1.5 ®1 '00 SOIL CEMENT LIMITS REMOVE ALL EXISTING RUBBLE, AND INSURE MINIMUM SOIL CEMENT THICKNESS OF 9" / 7.34' 1 DESIGN WATER SURFACE F F POND SECTION - UPSTREAM OF BRIDGE SCALE: V=8' 1.5 1u�lo 12' WIDE X 4' HIGH CAST IN PLACE PERIMETER WALL BY STRUCTURES CONTRACTOR SOIL CEMENT LINER, SEE SPECIFICATION ON ��J—SHEET GP -1 ROUGH GRADING LINE ,-,__--DECORATIVE ROCK, TO BE PLACED BY CITY FORCES 10' PEDESTRIAN VARIES AND BIKE PATH MATCHING SIDESLOPE CAN VARY BETWEEN 4:1 MAX. TO 10:1 MIN. WHERE CUT OR FILL SLOPES ARE CLOSE TO EXISTING TREES, SLOPE t 4:1 AND TRNSITION TO 10:1 WHERE < NO OBSTACLES EXIST. TYPICAL FOR �0 POND PERIMETER I \0 MATCH ,0 . TO EXIST. fl 2� 0 ` 12' WIDE X 4' HIGH CAST IN PLACE PERIMETER WALL BY STRUCTURES CONTRACTOR OVEREXCAVATE AND PLACE EMPANKMENT, COMPACT TO 95% RELATIVE DENSITY SOIL CEMENT LINER, SEE SPECIFICATION ON SHEET GP -1 ROUGH GRADING LINE r� EXISTING CANAL EXISTING CANAL SECTI 8' BENCH 8' BENCH STRUCTURE CONSTRUCTION BY STRUCTURES CONTRACTOR TOP OF EXISTING HEADWALL INISHED SUBGRADE B GRADING CONTRACTOR co N w w U 0 F� a LD (1)� X' X W L� C5 LL O 8' BENCH m N� VEREXCAVATE AND BACKFILL AT 95%��; co COMPACTION, TRIM TO STRUCTURE SUBGRADE LINES, BY GRADING CONTRACTOR 4 Lu OCOSECTION - DETAIL A �m a STRUCTURE CONSTRUCTION BY - STRUCTURES CONTRACTOR m TOP OF EXISTING HEADWALL I o o E Q INISHED SUBGRADE BY"'-"- ` I GRADING CONTRACTOR m ZZ uj z� w , t If f � f./ // / i / Ej 0 (D L -J 0 ({,% �- r_� zIQ � �. f �z<. / oleUJ U)ir J �cF ww� c\1 Q 8' BENCH CO N lZ 0 *— > � F � m CL 7i p �m0.Co 0 0 VEREXCAVATE AND BACKFILL AT 95% , 3 � m m N COMPACTION, TRIM TO STRUCTURE Cc 2 o -1-0 t r SUBGRADE LINES, BY GRADING CONTRACTOR 0- w Q C)I" 0 SECTION - DETAIL B FINISHED SUBGRADE BY GRADING CONTRACTOR, AFTER WALL EXTENSION IS COMPLETED BY STRUCTURES CONTRACTOR P� F Q Qo Q��e 7 F F 0 1 EXISTING CANAL SECTIO TEMPORARY SUBGRADE TO ALLOW STRUCTURES CONTRACTOR TO CONSTRUCT LOWER PROTION OF WALL RADING CONTRACTOR TO EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED BY STRUCTURES CONTRACTOR, TYPICAL SECTION - DETAIL C GP -4 LLl O Q rr w 0 cp a I Ll Y Er z Q W 00 J z LL � � o 0 � � z U oC n U Q J V V c� t� c. s L, C 4 SHEET NO. a PED4 OF 4 +�n aEa J" a e n s = - ;#o « nn ��i n� n� 1+e �c - nCn ern m' A =I \ PLAN - BARSCREEN AND WALKWAY, Scale: 3/8"=1'-0" EIR OVERPOUR PLATE--,..,. --E SECTION C I k d e s A .. a 00 GALVANIZED BAR GRATING WALKWAY ,-- GALVANIZED 6"x10"x1 /2" STRUCTURAL TUBING BEAM SEE DETAIL B GALVANIZED 5"x3"x3/8" ANGLE FOR END WALL SUP ORT B SEE DETAIL d MT -3 a s�. a 391.00 a . 391.00 0 — BAR SCREEN PANEL SEE DETAIL A _ MT -5 1.69 SECTION - BARSCREEN END WALL SUPPORT ( B_' Scale: 3/8"=1'-0" MT -1 GALVANIZED BARVARIES GRATING WALKWAY PER PLAN 11'-8" wELEV. 401.50 SLIDE GATE, TYP. SECTION - BARSCREEN BEAM SUPPORT & GIRDER GAL L 3'-0" BAR GRATING ACCESS WALKWAY _ Scale: 3/8`=1'-0" GALVANIZED 6"x8"x1 /4" STRUCTURAL T BING BEAM SEE DETAIL B MT -4 WALKWAY BEAM & KNEE BRACE SUPPORT SEE DETAIL B MT -4 PRECAST WEIR STRUCTURE PANEL SECTION - WALKWAY SUPPORT Scale: 3/8"=1'-0" 113 . , t 18 1 9 20 Q im E GALV. 5"x5"x3/8" TRIMMED SEAT ANGLE SEE DETAIL KD MT -3 ELEV. 393.55 03 O Co N W Ci U Co r- -<Co C? -�(o �.� (� 00 v Co -It CoCo �W a 115 Co o� >� �- U0 0 �mc € 4 : m c000 coc I � a Q s I s C/) I 1 a 00 " U)€ LU p ELEV. 391.00 A,a (j[Q c O i I �jZiH Q . CE I OIQi< d. WQ Scale: 3/8`=1'-0" GALVANIZED 6"x8"x1 /4" STRUCTURAL T BING BEAM SEE DETAIL B MT -4 WALKWAY BEAM & KNEE BRACE SUPPORT SEE DETAIL B MT -4 PRECAST WEIR STRUCTURE PANEL SECTION - WALKWAY SUPPORT Scale: 3/8"=1'-0" 113 . , t 18 1 9 20 Q im E GALV. 5"x5"x3/8" TRIMMED SEAT ANGLE SEE DETAIL KD MT -3 ELEV. 393.55 03 O Co N W Ci U Co r- -<Co C? -�(o �.� (� 00 v Co -It CoCo �W a 115 Co o� >� �- U0 0 �mc € 4 : m c000 coc I � a Q s I s + d 04 x'00 � ci 1> C �L SHEET NO. TA'To OF 6 C/) I 1 o ;LLI€ Q D U)€ LU p 0 E 'Q (j[Q c O i I �jZiH Q . CE I OIQi< d. WQ cc jm LL z€zlm n yJ 1 IQ1LL i0�01L E Q LLI j C) C) D z_ o i Q�Q, o�C/) W � 06 z �= WW W 0 OC oC 0 co I ; w olo€c' J � r'r _J Q Z m t 1 LL T O o- 0 2 � oo€ o Cl) C'15 o J) CL C'2 3 0 a 10 Q C) U ip + d 04 x'00 � ci 1> C �L SHEET NO. TA'To OF 6 D w 0 0 Q C) CE J d. WQ cc LL n CE Y Q Q Q � z_ ILL0° 0 � 06 z �= WW W 0 OC oC U U J C/) r'r _J Q m + d 04 x'00 � ci 1> C �L SHEET NO. TA'To OF 6 PAF 11j" STD. PIPE INSERT /_�CLOSE TOP i " TURN BUCKLE NOTE: 14 RAIL POST AND 13 RAIL CHAINS ARE REQUIRED » I 4'-0„ �I I 1 6 x10)f x1 /2 tf.> STRUCTURAL TUBING BEAM (' 6"x8"x1 /4" 1-1 /4"SOLID ROUND STRUCTURAL NOTE: 6 REQUIRED TUBING FOR BEAM NOTE: 8 REQUIRED CHAMFER END DETAIL -WALKWAY BEAMDETAIL - BARSCREEN BEAM PIPE INSERT FOR HANDRAIL J PIPE INSERT FOR HANDRAILL K Scale: 3°=1'-0" MT -2 Scale: 3"=1'-0"\MT-2)A3 DETAIL - REMOVAE Y Scale: �--" GALVANIZED CHAIN GALVANIZED HALF RING STRUCTURE 1„ I 4" SAFETY HASPE STD. GALVANIZE STEEL PIPE a � i 00 1/4" PLATE FOR BEAM L 1 SADDLE „ GIRDER TOP PLATE 6 x10 x1 /2 SEE DETAIL E GIRDER BASE PLATE STRUCTURAL MT- SEE DETAIL F TUBING BEAM T 4x4 x1 /4 ' STRUCTURAL TUBING W6x16 GIRDER KNEE BRACE KNEE B A E TOP PLATE SEE DETAIL D ' }------------------------ ---- -------------- -- - MT- B P —+--- -- -- -- -- -- -- I I i Ks INDUSTRIES PLAN - BARSCREEN KNEE BRACE & GIRDER A PARTBW-07 Scale: 1-1/2"=V-0" MT-2 �� .... BAR GRA NG WALKWAY 32" 54" ` 2"x2"x1 14-Z- _ 4 4 4"Z- 4 DRY 6"x10"x1 /2" STRUCTURAL 2 PACK MORTAR ) 4" " KNEE BRACE TUBING FOR BEAM TOP PLATE 24" SEE DETAIL C SEE DETAIL D T- MT -V 0 <>GIRDER TOP PLATE SEE DETAILK E W6x16 MT - O N 72 NT J%5» 41px4"x1 /4"jFSG EMBEDMENT STRUCT RAL TUBING F �F LENGTH S.S. EXPANSION k� PLAT REINFORCING,- FCq ,PLATE FLUSH TO ALL SIDES ANCHORS, 4 EA T�° 1 / PL TE FOR 1/2" S.S. 00 J, BEAM SADDLE CARRIAGE BOLT, SEE DETAIL(C"NUT & WASHER, T- 2 EA. GIRDER _z_ BASE PLATE SEE DETAIL F r s 4 x4 x1 /4, STRUCTURAL TUBINGry BOTTOM PLATE SECTION -BARSCREEN o 0 SEE DETAILKG'KNEE BRACE &GIRDERKB .+, MT -2 Scale: 1-1/2"=1'-0" MT -2 43"± DRY PACK MORTAR V-11 1/4" . — — y 3/4"0 HOLE PL 3/8" PLATT 4, 1» 4"x4"x1 /4" STRUCTURAL TUBING 3,, /4"x2" BAR ENTIRE _ENGTH OF GIRDER FOP FLANGE 3x16 5/8"x1 J" DETAIL - KNEE SECTION - GIRDER H BRACE TOP PLATE rD Scale: 3" = V-0" MT -2 Scale: 3"=1'-0" MT -2 5/8"� HOLES, 4 PLACES LEDGE OF PRECAST PANEL 4"x4"x1 /4" STRUCTURAL ---- -- TUBING 3/8" PLATE 3 4 7$» xF �� TOP VIEW Tl ti 8,ARSCREEN SEAT ` = SEE DETAIL sk C) U > MT -3 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 2 EA 1/2"x4" EMBEDMENT LENGTI S.S. EXPANSION ANCHORS, 2 E) 1/2"x4" EMBEDMENT S.S. EXPANSION ANCHORS, 2 EA 4"x4"x1 /4" 4"x4"x1 4" STRUCTURAL STRUCTURAL TUBING TUBING -ATE --- Co 4" 4" 7» SIDE VIEW FRONT VIEW DETAIL - KNEE BRAC G BOTTOM PLATE Scale: 3"=1'-0" MT -2 _ 4in f.177 E WF 5/8"x1 J" Sl I77T.jorrr it Lr)100 1i„ 21» 11„ 2 _ I [ 8» 2 DETAIL - GIRDER TOP PLATE E Scale: 3"=1'-0" MT -2 :m _ICN 12" 22" 12» 8» DETAIL - GIRDER BASE PLATE Scale: 3"=1'-0" \MT - o Co N W U a� • ,4 2 Co U X0)(0 U O0 CO co It Co Co w `° Q U Co J� C tit Ua� a�w a ' z I ! of o , LLI Ijjp$p$ J Cn U 4LLWlm > Co o yyW I 1 1 O J l Q C J U) j am LLI N o1<lII� t=I= o _ Di 0,O i >Io W w30 Cf) C. ._. 9, C) - Of N (h f Too 0 z i V Cl) NLo > y L0 Qo 0 0 M om Tm o LL :� Q O Lu 0 C/) E-- a- Ir W_ WC co CL :D W Cr (n < w Z OM W IL Z W 0 %- W Cn U W fr U __I s Com'- i �C v v R SHEET NO. mu❑� OF 6 ®I m" 1 =I m "x1 /2" STRUCTURAL G BEAM 2%2%1 /4"L M UN1 EMBEDM NT EXPANSION ANCH RS n. TRIM BOTTOM LEG OF 2"X2"Xj"LT0 CLEAR GIRDERS WHERE THEY OCCUR D/Ar\3UMr-r-11 VVHLT\VVH T -- DETAIL - BARSCREEN SUPPORT GALV. BAR GRATING SEE DETAIL C SEE DETAIL CMT -5 Scale: 1 1/2" = 1'-0" T-5 BEAM HANGER SEE DETAIL 5"x3%3/8"L MOUNT WITH 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS AT 15" O.C. SECTION - BARSCREEN END WALL SUPPORT Scale: 1 1/2" = V-0" W6x16 GIRDER, 5 READ. RSCREEN PANEL �.. 5"x5%3/8"L FOR BARSCREEN SEAT SEE DETAIL m m STRUCTURE SYMMETRIC ABOUT � 3$» 68" 4"x4%3/8"L CUT TO LENGTH SHOWN AT LEFT I CUT OFF FLANGE TO MATCH 6%4%3/8L I J" O HOLES, 5 PLACES ' 6"x4%3/8"L CUT TO LENGTH SHOWN ABOVE 1" (. NJ . 4" j 1" NOTE: 2 REQUIRED, ONE 10" AS SHOWN AND ONE MIRROR IMAGE FRONT VIEW SIDE VIEW 1.9 r" -" EMBEDMENT LENGTH 4NCHORS, TYP DETAIL - BARSCREEN BEAM RANGE 5"x5"x3/8"L - TO DIMENSIONS 1 /2" Ox6" Scale: 3" = V-0" 393.55 DETAIL - BARSCREEN SEAT ANGLE D Scale: 3" = V-0" MT -3 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 HIL11 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 d 20 2 22 ;� 3 24 2'9 30 f�y X10 0 co N W U a� 0 co U_ � s) i3 C) s- L) SHEET NO. HV43 OF 6 U w O w [L—J Y C!) Cc Q0 M LL o � cr Q w z _ -' W W W 1-- W U oC U J J � s) i3 C) s- L) SHEET NO. HV43 OF 6 ME �. M■ mm r%ilk-I IVI\ 1/2"x4" EMBEDMENT S.S. EXPANSION ANCHOR ANGER DETAIL F MT -4 KNEE BRACE F.> A 1 GENERAL NOTES, CONTINUED FROM MT -3 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH ASTM A36 AND SHALL BE HOT DIP GALVANIZED. BREATHING HOLES REQUIRED FOR GALVANIZING SHALL BE PLUGGED WITH RUBBER PLUGS. (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. ' (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE IN CONFORMANCE WITH ASTM A307. ALL BOLTS 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 DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK TO BE IN CONTACT WITH CONCRETE SHALL BE 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. �1/2 x4 EMBEDMENT LENGTH � 1/2"x4» S.S. EXPANSION ANCHOR, TYP IFMRFnMFNT TOP VIEW I ^` OLV 1 3/4" NUT 2" IN (VIEW IS ROTATED 180°) FROM EACH END OF EACH 1/4" PLATE- ) WALKWAY BEAM t= N i 3/4" BOLT & WASHER DETAIL H 5/8" 0 HOLES, Scale: 3" = 1'-0" MT -4 _) 2 PLACES 1 1 '8"0 HOLES, PLACES '8" STEEL PLATE 18" __j a -AIL - KNEE BRACE TOP PLATE Scale: 3" = 1'-0" 8"x1 /4" �UCTURAL 31NG FOR BEAM M� TE FORMED )LE 6" SECTION - WALKWAY KNEE BRACE B DETAIL - KNEE BRACE BOTTOM PLATE 5/8"0 HOLES, 4 PLACES >/8" STEEL PLATE Scale: 1 1/2" = 1'-0" MT -4 Scale: 3" = 1'-0" { 6"x6"x3/8"L 6"x6"x3/8"L { CUT ON ANGLE CUT ON ANGLE i 1 { { 5/8"0 H 2 PL 18„L 12” 9" FRONT VIEW DETAIL - WALKWAY LEFT BEAM RANGE Scale: 3" = V-0" LEFTBEAM , ,,,,.w". SEE DETAIL E MT -4 1 I I I I ------------------ ----------------- r--------------- -I11--I n - 11l -Ii II IL=1- -J II - fr P 0 J I�1 rr o 0 1 I I I I I I I I I01 G KNEE BRACE--/ � BOTTOM PLATE, TYP / 1 4" PLATE FORMED SEE DETAIL D FOR SADDLE T-4 SECTION - WALKWAY BEAM SUPPORT Scale: 1 1/2" = 1'-0" LENGTH S.S. EXPANSION 83„ ANCHOR, TYP (p TOP VIEW 1 "X2" SLOT 72" NO N r. FRONT VIEW DETAIL - WALKWAY RIGHT BEAM HANGER C -.-,j a3 Scale: 3" = V-0" 6"x8%1 /4" STRUCTURAL TUBING FOR BEAM —2"x2"x1 /4"L GRATE RETAINER RIGHT BEAM HANi SEE DETAI VJ Co N W o U 0) v C? m Co 00 Co N� 0 �Co ���op G Co _ �T t_ k f � I0I0 €$ 1 ; I m! I � I i Qi p co I co w l' i W .' Wi< 'cc i W IQ10O LL LL. I plp W � IplLLJ I ply o ---O Cl) z f c O Q Im O O; p C? O CC U ❑] z Co 4 aj p 6ON d i0 Q U u. O ip _ #0 4* Si ZS •s S_ t: _a SHEET NO. HU04� OF 6 U W fr P 0 J a- rr W 0 ILL cca Y Q Iz W Cl) 00 z_ %- Q Wo J �- W Q U oC U J G _ #0 4* Si ZS •s S_ t: _a SHEET NO. HU04� OF 6 --e '.--1 p 29,. T-5 21" Ln TYF K " .I GF 811" 19 SPACES @ 3" O.C. = 4'-9" 4'-114" r� SIDE VIEW 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 1-0 r- 3/8' R1" 4 12" DETAIL — BAR END Scale: 3"=1'-0" —3/8„x1 1/2" BARS, TYP. "D' MT -5 BAR GRATING 2"X3/16"@- 1 -3/16" "X3/16"@- 1-3/16" SPACING WITH 4" CROSS BARS �a BAR GRATIN( 1-3/16" SP/ CROSS BARS NOTES: ALL GRATINGS TO BE BANDED WITH J" STRAP. ALL GRATING TO BWE HOT DIP GALVANIZED AFTER FABRICATION. ALL DIMENSIONS ARE TO OUTSIDE OF PANEL EDGES. ONE (1) SET AS SHOWN DETAIL — ACCESS WALKWAY B Scale: 1 " = 1'-0" �T— E ! 3 f 3 4 5 6 10 1? 12 -1'3 147,3 19 21 2'- 8 3- 4 ONE (1) SET AS SHOWN AND ONE 1 SET IN REVERSE HAND DETAIL — BARSCREEN WALKWAY C Scale: 1 "=1'-0" MT -5 , �. 2 03 ?Q ail � * iN W N I � i6 I � r M � Q (O U Co (D m W O 10 °IS C200 W Q U M 00 0ME r i)U0 a= I Q C i 1 ?? 3 j c N m o J - Q � w E O w I o i ,m ! i p O UQ r qo o M w`3Cr '9$z M9 ai b O'2 O ro Q 1a O !E O O U C) CE (/) J a- J W lL ff F- 0= < 0 Y Q Z m W W LL U O y Cn � w Q U U m e A tr �1 ii mss. �Y ES 1 SHEET NO. N'Tog OF 6 20'-2" .- A A Z, A DETAIL - WEIR OVERPOUR PLATES Scale: 3/8"=T-0" ANGLE 5/16" PLATE 5/16"x2" EMBEDDED CENTERED ON BOTTOM FLANGE VERTICAL SLOT VARIES, MIN=6" MAX=10-1/8" SECTION - WEIR OVERPOUR PLATE Scale: 3"= V-0" r7- 0 ? 0 4 0 6 ?`u �'t 2 1t3 14 � 'z��k 1 20 29 22 23 24 99 3f `h 6)00 rn � ' 1 1Q co C) C? o oT Gr C U �I- ! ! oio m;ir 1 j f I I Co ,3 I CC [o �UJfa ISILU W ! != a co3; !co cr 1 �iU- olo I i oiU) ! I `QU �6 Lo f i !u O o!!Is D 02 Ohm CL jE U LT U �O U Lu p Cn I tl J W_ < H rr I - C1 0-- W V Q i - m W Q LL Z J O —1a - V Ir fes- W W U U J ._J 14, #' �' - 00 «d c� s� �- z3 � s. :z u 4j SHEET NO. N'T r-1 0 OF 6 • a) * o / / N W / N / / � D U \\ O \3 C 0) / / Q Co U % C / m r7- 0 ? 0 4 0 6 ?`u �'t 2 1t3 14 � 'z��k 1 20 29 22 23 24 99 3f `h 6)00 rn � ' 1 1Q co C) C? o oT Gr C U �I- ! ! oio m;ir 1 j f I I Co ,3 I CC [o �UJfa ISILU W ! != a co3; !co cr 1 �iU- olo I i oiU) ! I `QU �6 Lo f i !u O o!!Is D 02 Ohm CL jE U LT U �O U Lu p Cn I tl J W_ < H rr I - C1 0-- W V Q i - m W Q LL Z J O —1a - V Ir fes- W W U U J ._J 14, #' �' - 00 «d c� s� �- z3 � s. :z u 4j SHEET NO. N'T r-1 0 OF 6 --I -BARSCREENS I FINTAKE CONTROL GATES //--OVERPOUR LEVEL Tr 1 I A i ♦ f% nI If1r < /fir r_1 rt / A nA cn / k ELEV. 402.50 I ' ULJIVIV VVnICR JUI\fMaL. LL-L.V. TV1.Jv _ 1 #5 SPLICE COUPLING, MOUNT STRUCTURE NOTES * N1 W "CONCRETE Li 1. PORTLAND CEMENT CONCRETE STRUCTURES SHALL CONFORM TO THE PROVISIONS IN SECTION 51, STRUCTURES", OF THE STANDARDZ9 d "A" g s SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL CONCRETE SHALL BE CLASS WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39, C172 AND C31. o, PROTECT OPEN END PROTECT OPEN END f- PANEL 2 I 2. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90-3.01 OF STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION INTAKE STRUCTURE TO BE - STANDARDS. Co N w U w U CONSTRUCTED OF PRECAST #5 THREADED L BAR ®12" 3. SLUMP SHALL BE A MAXIMUM OF 4 INCHES. WATER CEMENT RATIO SHALL NOT EXCEED 0.55 +/- 0.02. m z 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE O.C. PRECAST SUPPLIER TO BEEN APPROVED. U Q HALF SHOWN) PANELS 11 & 12 PROVIDE),r' -- - 5. CONCRETE SHALL BE PLACED BY THE BEST METHOD TO PREVENT SEPARATION OF AGGREGATE AND MORTAR. EXCESSIVE ROCK POCKETS ARE Cb03 SUFFICIENT FOR REJECTION OF THE POURED STRUCTURE. VIBRATION FROM PORTABLE INTERNAL VIBRATORS SHALL BE PROVIDED TO ELIMINATE W'��( � SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. -<Co 393.55 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND QLD PANEL 3 CONFORMING TO ASTM C309." m : i • � J 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: o ELEVATION OF PIPE INVERTS IN STRUCTURES: +/- 1 /8 INCH J •� �T ELEV. ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/- 1/8 INCH � CR cL ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +1 INCH -1 / 4 INCH 11 l cO Z Co VARIATION OF STRUCTURES FROM SPECIFIED GRADES, @-,-- -------------------- ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET - Ufa Q 8. CONSTRUCTION JOINTS FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL Scale: 3/16"=1'-0" PC -1 F SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. W I: W 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE Q 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. � ! k i WW m 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. z 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. SECTION - CUTOFF WALL TIE -DOWN D 12. CLEARANCE FOR REINFORCING SHALL BE 2" FOR FORMED SURFACES AND 3" FOR SURFACES PLACED AGAINST EARTH. �-- W 13. ABBREVIATIONS: NF=NEAR FACE, EF=EACH FACE, FF=FAR FACE, IF=INSIDE FACE, OF=OUTSIDE FACE, EW=EACH WAY. W /) = Co PC -1 U 14. BEND REINFORCEMENTS AROUND GROUT POCKETS, INSERTS AND RECESSES WHERE REQUIRED. U z W > U W j Q o 15. ALL STRUCTURE BACKFILL IS TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY IN ACCORDANCE WITH ASTM D1557. I I I J !a- o 16. ALL STRUCTURE FOUNDATIONS AND FLOORS ARE TO BE POURED ON UNDISTURBED SOILS OR RECOMPACTED SOIL AT 95% OF MAXIMUM RELATIVE uj 1U) o DENSITY FOR THE BOTTOM 12 INCHES. � 17. CHAMFER ALL EXPOSED CORNERS 3/4". { 2 18. SUPPLIER OF PRECAST PANELS TO ALSO PROVIDE ALL NECESSARY INSERTS AND MATING PIECES SUCH AS REBAR PIGTAILS, BOLTS AND WASHERS. �l �I 0 C m �IU o o c? ro �?° mmz°'mm o a Q U ;;u- 010 --I -BARSCREENS I FINTAKE CONTROL GATES //--OVERPOUR LEVEL Tr 1 I A i ♦ f% nI If1r < /fir r_1 rt / A nA cn / k ELEV. 402.50 I ' ULJIVIV VVnICR JUI\fMaL. LL-L.V. TV1.Jv _ 1 #5 SPLICE COUPLING, MOUNT #5 SPLICE COUPLING, MOUNT Li FLUSH TO FOOTING FACE, FLUSH TO FOOTING FACE, LL' PROTECT OPEN END PROTECT OPEN END f- PANEL 2 I T INTAKE STRUCTURE TO BE - U w CONSTRUCTED OF PRECAST #5 THREADED L BAR ®12" #5 THREADED L BAR ®12" z REINFORCED CONCRETE O.C. (PRECAST SUPPLIER TO \'_-BARSCREENS O.C. PRECAST SUPPLIER TO o Q HALF SHOWN) PANELS 11 & 12 PROVIDE),r' -- - _ PROVIDE) J d, z�� i 393.55 W PANEL 3 PANEL 8 PANEL " ' ' : i W Y J _c° I 1 ELEV. w cL z -------------------- , PLAN -WEIR STRUCTURE A - n Q Scale: 3/16"=1'-0" PC -1 W I: W Q Q CD WW z U_o SECTION - CUTOFF WALL TIE -DOWN D �-- W /) • Scale: 3/16"=1'-0" PC -1 U U U W I J --I -BARSCREENS I FINTAKE CONTROL GATES //--OVERPOUR LEVEL Tr 1 I A i ♦ f% nI If1r < /fir r_1 rt / A nA cn / k ELEV. 402.50 I ' ULJIVIV VVnICR JUI\fMaL. LL-L.V. TV1.Jv _ 1 C _ - Lli _t "9ANEL PANEL 2 I T 4� 23.212I21 ELEV. 393.55 PANEL 3 PANEL 8 PANEL " ' ' : i I - PANEL 5 ' ' PANEL 6''`°�'��`� PANEL 7 i I 1 ELEV. 391.00- 91.00_---------- ---------------------------------- ---------- --- ------------ -------------------- -------------------- - WEIR UPSTREAM ELEVATION Scale: 3/16"=1'-0" 10 S 01 I I r I . POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS INTAKE CONTROL GATES ------------------ ELEV.-402_50------- ---------- ---------------V-7 ELEV. 401.50 INTAKE STRUCTURE TO BE CONSTRUCTED OF PRECAST� WEIR STRUCTURE TO BE REINFORCED CONCRETE I CONSTRUCTED WITH f PANELS 11 & 12 PRECAST REINFORCED I LEV CONCRETE PANELS 1-10 E. 393.55 ELEV. 391. 0 POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS SECTION - INTAKE STRUCTURE C Scale: 3/16"=1'-0" SHEET NO. ED OF 3 6'-11 91, T s --o 3'-38" 8'-01„ 8 PLAN - PANEL 1 FRONT - PANEL 1 Lnloo tni cv c I I n F- 0 11 -2 , , , . PLAN - PANEL 2 NOTE: ALL HORIZONTAL DIMENSIONS SHOWN APPLY TO PANELS 2 THROUGH 9 FRONT - PANEL 2 u -116 POCKET FOR PLAN - PANEL 3 OAKIM ,) TYP. 00 4" DIA. BLOCKOUT TYP. PANELS: 2, 3,6,7,8&9_ i -- I I I 20°7' i l i N " 3/4" DEEP GROUT 4 DIA. BLOCKOUT, TYP. POCKET FOR FRONT - PANEL 3 PANEL 12 LAYOUT - PANELS 1- 5 A Scale: 3/8" = 1'-0" PC -2 DIA. BLOCKOUT, TYP. 3'-2ip)" NELS: 6, 7, 8, & 9 -r vu_u_r v31%%Ju I PLAN - PANEL 4 POCKET FOR WEIR GATE 10, FRONT -PANEL 4 �'`-~-4" DEEP GROUT - FRONT FOR WEIR NOTE: ALL DIMENSIONS SHOWN APPLY TO GATE PANELS 4 & 5 4'-118" PLAN - PANEL 6 PLAN - PANEL 7 POCKET FOR PANEL 12 FRONT - PANEL 7 FRONT - PANEL 8 LAYOUT - PANELS 6-10 B Scale: 3/8" = 1'-0" PC -2 12 1°3 i4 1 1 FRONT - PANEL 9 :EP GROUT POCKE' FOR PANEL CLOSURE PLAN - PANEL 5 FRONT - PANEL 5 Ln C r PLAN - PANEL 10 FRONT - PANED O DETAIL - PANEL 11 C Scale: 1 1/2" = 1'-0" PC -2 19 20 21 22 21 24 _c ? 0 I 0 L0 I )191 .9 3b 3 c U ar r �MJ L m Q 39 Co Q1 E Y m �� N *-q) �m LL] Cl) Q op c �UQ= R .� rel �I i i t o � U)w { 10 Q I UJ Ir dC o� i Lu CJ (i SIU) 4 � N op i t U i Lf) u- O i p 0 Lo Op jj O 'r 3cr oa"5!Zml!a3 �Oi2Ofm 0- ip` Q U iiL U �O 1— U w O w Cl) W Y I W ct Q Z CC n w CL <Q I-- m W cn L z U Y ow F- W 11 U OC U 4 i ow J v z� '6 k --9eW; VS aE Q) SHEET NO. pppopp OF 3 Co 0 3 c U ar r �MJ L m Q 39 Co Q1 E Y m �� N *-q) �m LL] Cl) Q op c �UQ= R .� rel �I i i t o � U)w { 10 Q I UJ Ir dC o� i Lu CJ (i SIU) 4 � N op i t U i Lf) u- O i p 0 Lo Op jj O 'r 3cr oa"5!Zml!a3 �Oi2Ofm 0- ip` Q U iiL U �O 1— U w O w Cl) W Y I W ct Q Z CC n w CL <Q I-- m W cn L z U Y ow F- W 11 U OC U 4 i ow J v z� '6 k --9eW; VS aE Q) SHEET NO. pppopp OF 3 2 6" 62 31" 8 2 4j"X J" STEEL STRAP— CONCRETE BLOCKOUT AREA- THESE STEEL ITEMS MAY BE BLACK (EXCEPT FOR BOLT) 3/4" DIA. STEEL ANCHOR ri 3/4- THREADED COUPLING 2"X20 GA. STEEL TUBING 01 VWAI 0 19 2rXr SQUARE WASHER A D ETAI L - PANEL 1 TOP VIE 3/4-X5- LONG STEEL BOLT, CADMIUM PLATED 4rX 4" STEEL STRAP TOP VIE If 3/4" DIA. STEEL ANCHOR L -X5- 3/4 LONG STEEL BOLT ro a #5 BAR 18 LONG > SIDE VIEW DETAIL PANEL ANCHOR TYPE A Ite""'T Scale: 1 1/2" = 1'-0" 11C -MM n A EF REBAR PANELS 4 & 5 Scale: 3/8" = 1'-0' #5 TOP BAR EF #5 @ 12- EF @ 18" EF loll #5 L BAR @ 12" HOOKED END --, #5 @ 12- EF #5 @ 18- EF CD �+) 11'-10" 5 @ 12" EF i @ 18" EF #5 @ 12" EF 6 0 18" EF BLOCKOUT FOR SLIDE GATE LINE SHAFTS, CHAMFER ALL CORNERS TRIM BAR TO CLEAR BLOCKOUT #5 BENT BAR EF DETAIL- PANEL ANCHOR TYPE B "CE COUPLING, MOUNT Scale: 1 112" = 1'-0" TO FOOTING FACE, 4"o BLOCKOUT TOPEN END @ 12" WITH REBAR COUPLING FUH PANELS 2, J, 4, b, 6, 7 & 8 FOOTING SLAB BOTTOM FACE Scale: 3/8" 1'-0" #5 EDGE BAR #5 L ALT. BAR @ 12" #5 HOOP �5 @ 18 W:,J LVVr- LF REBAR PANELS 6 & 7 /"D Scale: 3/8" = 1'-0" �#5 TOP BAR EF 4"0 BLOCKOUT #5 HOOP EF------, @ 12" EF loll ��_#5 @ 18- EF :j_#5 L ALT. BAR @ 12" EF EF #5 @ 12 #5 @ 18" EF ALT. BAR @ 12" N #5 @ 1 ER TO DETAIL P PC -3 PC_3 TYP. DESCRIPTION 0 PARTS AND AINING DIMENSIONS )N 0 P) BEND REINFORCEMENT #5 TOP BAR #5 AROUND BLOCKOUT #5 @ 12" EF J" �73 O .......... #5@12 FF f .............. Al 'Y IN" #5 EDGE BAR A -T 0 18 -NF ... .. . 4 . .. #5 44,Ao- imfl- A J N g-7 j" g" Q g.g"KI yy , 4 1,11, -0- ON Q, R '4 Y g Ert. n' ER TO DETAIL P PC -3 PC_3 TYP. DESCRIPTION 0 PARTS AND AINING DIMENSIONS )N 0 P) BEND REINFORCEMENT #5 TOP BAR #5 AROUND BLOCKOUT #5 @ 12" EF J" �73 O 0 _#5 @ 18- EF TOP - PANEL 11 00 C\j A2 BLOCKOUT FOR PANEL 12 ONLYLu ______-1 5,, 11-118 SEE DETAIL rR6-38� #5 TOP BAR EF C-3 #5 @12" EF Co ""elf #5 @ 18 EF #5 @ 12 WITH 00 # REBAR COUPLING lo 5 EDGE BAR ll #5 L BAR @ 12" #5 HOOP 0-800 00 #5@18 001 --------- roi00 !C-3) #5 SPLICE COUPLING, MOUNT FLUSH TO WALL \----#5 SPLICE COUPLING, MOUNT FACE, PROTECT OPEN END FLUSH TO FOOTING FACE, SECTION KIT PROTECT OPEN END Scale: 3/8" = 10 FOOTING SLAB -TOP FACE B Scale: 3/8" = 1'-0" PC -3 REBAR PANEL 8 (PANEL 3 SIMILAR)rff"' 4"0 BLOCKOUT #5 HOOP EF #5 @ 18" EF i Scale: 3/8" == V-0" /,--;;;-#5 TOP BAR EF �- 5 @ 12" EF #5 @ 18- EF #5 @ 12- EF ALT. BAR @ 12" NF 2" o CD q)(.0 Co r - Co (o < 00 Cn co Lu 000 iPt EI DETAIL - PANEL 11 O #5 SPLICE COUPLING, j, P MOUNT FLUSH TO WALL 1.0 _j Cn `FACE,'-RQTECT OPEN END z 00 '911 C a) I co C: Q NOTE: PANEL 12 IS MIRROR IMAGE, EXC T FOR BLOCKOU 7: 0 z !!� o LL w F- Lu < z < 0 < (D uj Lu (D #5 TOP BAR EF 5- _j 0 1 Co LL 0 W ui M (n jj LU cc Co #5 @ 18" EF< i v I 9 9 a) 0 Co dao 2" EF #5 @ 1 "t co N i> a) LL 0 0 Co z Eb 6 #5 @ 18- EF cc < C) 75 0 0 #5 @ 12" EF u- 0 0 18" EF cv z w REBAR PANEL 10 0 :�; LU w (PANEL 1 SIMILAR)KU- 0 Scale: 3/8" = 1'-0" C) CL < W_ IL T_ rFU) < < '� T_ EL 60 w Scale: 3/8" = 1'-0" Y 3 M m< LIJ BAR @12- REBAR - PANEL 9 (PANEL 2 SIMILAR) #5 TOP BAR EF @ 12" EF LL z 0 _j w < W cc #5 TOP BAR EF #5 TOP BAR EF Q C) C0 _j j <o w "EF 10" #5 @ 18' � @ 18" EF ------------- #5 4"o BLOCKOUT #5 @ 12" EF #5 @ 12- EF HOOKED END loll § #5 HOOP 4_4 loll CN UT #5 @ 18" EF 4"0 BLOCKOUT #5 @ 18" EF �:�#5 @ 18" EF 45_'Jz��#5 @ 18" EF #5 HOOP EF 00 HOOKED END #5 L ALT. 411lll 3'-0" Mwm % w BAR @ 12" 2 ' C� #5 @ 12" EF HOOKED END -#5 L ALT. BAR @ 12" #5 SPLICE COUPLING, MOUNT 3'-0" _�HOOKED END FLUSH TO FOOTING FACE, #5 @ 12" EF #5 @ 18- EF PROTECT OPEN END SECTION =Tn -011 C -n 3f-O$p U'_#5 @ 12- EF Scale: 3/8" 1' \L&�3 SECTION L -C SPLICE COUPLING, MOUNT Scale: 3/8" l' -O" PC -3 S #5 @ 12- EF FLUSH TO FOOTING FACE, SECTION PROTECT OPEN END #5 @ 18- EF HOOKED \��#5 @ 18" EF SECTION ir/� END 3'_0" SHEET NO. EF 45 SPLICE COUPLING, MOUNT #5 @ 12" EF Scale: 3/8" 1'-0" FLUSH TO FOOTING FACE, SECTION H PROTECT OPEN END SECTION #5 TOP BAR #5 9) 18 FF .......... #5@12 FF f Al 'Y IN" #5 EDGE BAR A -T 0 18 -NF ... .. . 4 . .. #5 44,Ao- imfl- A J N Q g.g"KI yy , 4 1,11, Y g Ert. A ri If #5 @ 12" NF 4J-31' 13'-113" 4 o CD q)(.0 Co r - Co (o < 00 Cn co Lu 000 iPt EI DETAIL - PANEL 11 O #5 SPLICE COUPLING, j, P MOUNT FLUSH TO WALL 1.0 _j Cn `FACE,'-RQTECT OPEN END z 00 '911 C a) I co C: Q NOTE: PANEL 12 IS MIRROR IMAGE, EXC T FOR BLOCKOU 7: 0 z !!� o LL w F- Lu < z < 0 < (D uj Lu (D #5 TOP BAR EF 5- _j 0 1 Co LL 0 W ui M (n jj LU cc Co #5 @ 18" EF< i v I 9 9 a) 0 Co dao 2" EF #5 @ 1 "t co N i> a) LL 0 0 Co z Eb 6 #5 @ 18- EF cc < C) 75 0 0 #5 @ 12" EF u- 0 0 18" EF cv z w REBAR PANEL 10 0 :�; LU w (PANEL 1 SIMILAR)KU- 0 Scale: 3/8" = 1'-0" C) CL < W_ IL T_ rFU) < < '� T_ EL 60 w Scale: 3/8" = 1'-0" Y 3 M m< LIJ BAR @12- REBAR - PANEL 9 (PANEL 2 SIMILAR) #5 TOP BAR EF @ 12" EF LL z 0 _j w < W cc #5 TOP BAR EF #5 TOP BAR EF Q C) C0 _j j <o w "EF 10" #5 @ 18' � @ 18" EF ------------- #5 4"o BLOCKOUT #5 @ 12" EF #5 @ 12- EF HOOKED END loll § #5 HOOP 4_4 loll CN UT #5 @ 18" EF 4"0 BLOCKOUT #5 @ 18" EF �:�#5 @ 18" EF 45_'Jz��#5 @ 18" EF #5 HOOP EF 00 HOOKED END #5 L ALT. 411lll 3'-0" Mwm % w BAR @ 12" 2 ' C� #5 @ 12" EF HOOKED END -#5 L ALT. BAR @ 12" #5 SPLICE COUPLING, MOUNT 3'-0" _�HOOKED END FLUSH TO FOOTING FACE, #5 @ 12" EF #5 @ 18- EF PROTECT OPEN END SECTION =Tn -011 C -n 3f-O$p U'_#5 @ 12- EF Scale: 3/8" 1' \L&�3 SECTION L -C SPLICE COUPLING, MOUNT Scale: 3/8" l' -O" PC -3 S #5 @ 12- EF FLUSH TO FOOTING FACE, SECTION PROTECT OPEN END #5 @ 18- EF HOOKED \��#5 @ 18" EF SECTION ir/� END 3'_0" SHEET NO. EF 45 SPLICE COUPLING, MOUNT #5 @ 12" EF Scale: 3/8" 1'-0" FLUSH TO FOOTING FACE, SECTION H PROTECT OPEN END SECTION ME no no M■ M■ J J Q 0 Q w c� z F- X W r ! - -, , 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 �■ �m ® 0 60 _1`�_ 00 —:z 00i I BYPASS STRUCTURE SEE DETAIL / fA T- ' r � r � r / r 21,-38„ 4,/ hill U r w r , r / O r � r / t r O rr t / r `t r a - 6g„ 19' -OZ" v (j) r X r / �0, 0 O j , Co W WALL SECTION 1 r , / r r w r r / w WW r � r / W U CC U J J_ GD z U) X w �■ �m ® 0 60 _1`�_ 00 —:z 00i I BYPASS STRUCTURE SEE DETAIL / fA T- ' r � r � r / r 21,-38„ 4,/ hill U r r , r / O r � r / t r O rr t / r `t r a - 19' -OZ" r �; r (j) r r / �0, I / O j , BEGIN VERTICAL W WALL SECTION 1 r , / r r r r r / ARC P.I. WW r � r / W U 15-114", 4'x4'x3' DEEP PRECAST VAULT & LID, CHRISTY R27P36 WITH R27-52HT POUR CONCRETE FOOTING olm a- c4,_ ELE 405.30 r I CONSTRUCT CULVERT STREAMLINE ITEMS EXISTING rL BYPASS OUTLET r z 19TH STREET I ` r ate, BOX CULVERT r / r' ® ' �`.� ELEV_ 394.321 s; Li r -IN \ r- �, �`, CONSTRUCT IN PLACE ® WARPED WING WALL ♦� TRANSITIONS & FLOOR CONTRACTOR TO CONSTRUCT TRENCH DRAIN AND INSTALL PRESSURE RELIEF VALVES ♦` \\\ FURNISHED BY CITY SEE DETAIL F INSTALL PRECAST ELEMENTS FURNISHED BY CITY \`Y - SEE DETAIL rA ♦C,- -1cv ♦ , ANN VERTICAL WALL SECTION STARTS AT CURVE END ON WEST WALL POND PERIMETER WALL TOP OF OVERPOUR ELEV..-402.50 ELEV. 401.00 -- WEIR 1 01.00—WEIR; OVERPOUR PLATS ,PRECAST * , Z WEIR PANELS! ! I ! I I d I I I 1 I I ' ELEV 391 0 ' „777r SECTION TRENCH DRAIN '3�•��;-' ►ATES & OPERATORS DWS ELEV. 401.50 BARSCREENS SUPPORT* HARDWARE Ocdle: ,3/ 10 = I -v im FOR INTAKE * ITEMS TO BE FURNISHED BY CITY 12 12" STRUCTURE AND INSTALLED BY CONTRACTOR 10'-0" 10'-9" 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 RA110 SHALL NOT EXCEED 0.55 +/- 0.02. DO �POUR FLOOR FOR INTAKE STRUCTURE 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE aco \\ � ,,_.� BEEN APPROVED. SEE DETAIL A I T- 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 INSTALL SLIDE GATES AND SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. S E DETAIL H , 1 " 16 OPERATORS FURNISHED BY -104 T_ ; 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND CITY SEE DETAIL A CONFORMING TO ASTM C309 r 100 Ln „ • ° G 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: ELEVATION OF PIPE INVERTS IN STRUCTURES: +/- 1/8 INCH g- WEIR STRUCTURE-_ F i i F - - - - - C ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/- 1/8 INCH ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +1 INCH -1 /4 INCH � f VARIATION OF STRUCTURES FROM SPECIFIED GRADES, -MODIFY HEADWALL & CENTER POINT BARSCREENS 6 REQUIRED CONSTRUCT CULVERT WEIR ARCS � WEIR OVERPOUR ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET, PLATES i I (ONLY 3 SHOWN) 8. CONSTRUCTION JOINTS FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL STREAMLINE ITEMS i r -1d SEE DETAIL A SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. SEE DETAIL D I T_ 11 INSTALL SUPPORTS AND 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE 3» ' 1 BARSCREENS FURNISHED FROM ABRUPT IRREGULARITIES AND MATCH THE FINISH OF THE ADJACENT CONCRETE. RECESSES FROM TIE -ROD DEVICES SHALL BE FILLED WITH DRY 24 -18 ; BY CITY , SEE DETAIL A PACK MORTAR. HOLES PENETRATING THE ENTIRE WALL SHALL BE FULLY FILLED WITH CONCRTETE. T 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. 20,-378„ I m � BEGIN VERTICAL -'J WALL SECTION CONSTRUCT IN PLACE WARPED WING WALL TRANSITIONS & FLOOR EXISTING BOX CULVERT 49'-41 PLAN - WEIR STRUCTURE Scale: 3/16"=1'-0" FINISHED GRADE SEE DETAIL C 3' o"#4 ®18" EW by 2'-9» DETAIL - REMOTE OPERATORS rD---- Scale: 3/8"=1'-0" \ I \ WEIR THRUST \ \ ( \ BLOCKS, EACH END \ o \ A \ REMOTE GATE T-1 OPERATORS BY CITY SEE DETAIL A T- PC PANEL #1 PC PANEL #2 POND PERIMETER WALL D PERIMETER WALL SEE DETAIL /A1 5��-7 10'-6" PC PANEL #3 10'-6" PC PANEL #4 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 959 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 APPLIED TO. SURFACE OF CAULKING SHALL BE FLUSH WITH ADJACENT !CONCRETE SURFACE. INSTALL BARSCREENS & SUPPORTS FURNISHED BY CITY INSTALL SLIDE GATES AND OPERATORS FURNISHED BY CITY 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 4'-78" PC PANEL #5 PC PANEL #6 PC PANEL #7 PC PANEL #8 PC PANEL #9 PC PANEL #10 WEIR STRUCTURE & INTAKE INSTALL REMOTE GATE OPERATORS FURNISHED PC PA EL 11 I I ' r�1ap BY CITY SEE DETAIL D ` ;;k- PC PAN 12 1 E EV. 401.50 WEIR THRUST I I I I° i I I I y,-' ,, WEIR BLOCK I I I THRUST BLOCK INSTALL SUPPORTS & `�ti—J_1-------- o ----------+----------- --------i------- ---------k- - WALKWAY GRATINGS �'�_, `----------------------------------------------------- --------------------i- �-------�--------'' ,--BOTTOM OF CUTOFF WALLS FURNISHED BY CITY 9,_0„ I ��_0>> LACE ----------------------------------------------------------------------------------------- - ------------ WEIR UPSTREAM ELEVATION B Scale: 3/16"=1'-0" T-1 71.) 0 I- 1 12 13 14 = '� "? i 8 19 20 21 22 2 2� t z3 3C 0 Var co Co0) — U i L Y Nm LL No M Y Co `o Q LlJ M �U5�Zo Cjv o° rIL =t - a� om i C t ICIO o ! z .Q Q U O Ln z o �4 i U ¢ 1 �0 � o I 1 i o IZ C, C t] Ur- 0 4 N m -3m oi�zCo b roa O Q Q O ff 0 SHET NO. �BET[:] � OF 9 l— U O O a - W_ y (j) L1 -CC J_ CE Q Y W QW CC) z o_ L1_ J WW Y f= W U CC U J J_ 2 SHET NO. �BET[:] � OF 9 #3 HOOP @ 18" ---� ------- I I I I I #5 @ 18" EW -EF I , r- Cn Cnn co _I r- 2" ,,—#5 TOP BAR i STRUCTURE _____ E.F...................... TOP OF EXIST. HEADWALL I FORM AND POUR LEADING EDGES SEE DETAIL E ! � T- #5 @ 18" L BAR -#5 ® 18" DOWEL #5 @ 18" ALT. L BAR 1/2 S2 I #5 CSD 18" EW -EF „ S2 ---------------------------------- ------------------------------ 8 ------------------------- --8 SECTION - 19TH STREET BOX EXISTING BOX CULVERT SOFFIT CHAMFERS ELEV. 394.32 --" CHAMFER ALL EXPOSED EDGES ELEV. 405.30 I N r- r- r- CD r - -2"X4" KEYWAY TYP. I I I I I I I I I I I I O r - #5 @ 18" ALT. L BAR #5 @ 18" -21 ;_ vaKIt5 EW -EF SECTION B 1/2 S2 Scale: 3/8"=1'-0" T- STRUCTURE TOP OF EXIST. HEADWALL ELEV. 405.30 3" 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING nnii i IAI A Alf% rnnvv SAWCUT EXISTING HEADWALL AND HAMMER DOWN TOP OF WALL TO BELOW FINISHED GRADE. GRIND CHAMFER ON CUT WALL EDGES. TYP. EACH END. I EXISTING HEADWALL I I I t I HEADWALL DETAIL - PLAN Scale: 3/8"=V-0" WARPED WING WALL DRILL AND EPDXY #5 BARS AT 18" O.C. E.F. 6" MIN. EMBEDMENT BULLNOSE LLLV. 4U,)..5U --TOP OF WARPED WING WALL F.G.,�--- '777-117 j -----CLEAN ALL RECEIVING SURFACES WITH �4" CHAMFER ALL EXISTING 19TH POWERED WIRE WHEEL. APPLY CONCRETE EXPOSED EDGES STREET BOX _-_ GLUE PRIOR TO APPLYING SHOTCRETE CULVERT ---12" #3 TIE BARS AT 18" O.C. WITH 00 --- -- 3- #5 LONGITUDINAL BARS. ELEV. 400.32 SOFFIT OF BOX -------------7Z- - ------ ------ O --------- I ------ ------------------ R12" FILLET EDGE _ CURVED SURFACES TO BE FORMED WITH SHEET METAL I `n DRILL IN AND EPDXY #5 BARS Q AT 18" CENTERED IN SLAB INVERT OF BOX _ j 6" MIN. EMBEDMENT --- I ELEV._ 394.32 0 � I i I I 1 I 1 I I I 12" 0 3'-0" r - SECTION �E 1 Scale: 3/8"=1'-0" \U- %..# 1— \./ 1 1 \/ 1\ V Scale: 3/8"=1'-0" ST- CHAMFER ALL :XPOSED EDGES ,- 1 CD N Scale: 3/8"=1'-0" T- U U #5 TOP BAR � STRUCTURE 12" #3 HOOP 0 18" E.F. ELEV. 405.30 TOP OF EXIST. HEADWALL --'='�_____________________________ U_ rrz I LL u�� 'I4 Co CA UOMR ! " #5 @ 18" EW -EF C o� .L ,t Y LL ro � Nm (�m nn�� Na �J•�65 W Y Q z Q 00 C» W � """ c: CO Cd �U-I-- ~ -CL w _--1 W OC I f l f , "S2" , EXISTING BOX CULVERT f SOFFIT CHAMFERS � #5 @ 18" L BAR a) 2"X4" KEYWAY -! ELEV. 394.32 #5 @ 18" DOWEL ! TYP. #5 @ 18" ALT. L BAR #5 @ 18" -21 ;_ vaKIt5 EW -EF SECTION B 1/2 S2 Scale: 3/8"=1'-0" T- STRUCTURE TOP OF EXIST. HEADWALL ELEV. 405.30 3" 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING nnii i IAI A Alf% rnnvv SAWCUT EXISTING HEADWALL AND HAMMER DOWN TOP OF WALL TO BELOW FINISHED GRADE. GRIND CHAMFER ON CUT WALL EDGES. TYP. EACH END. I EXISTING HEADWALL I I I t I HEADWALL DETAIL - PLAN Scale: 3/8"=V-0" WARPED WING WALL DRILL AND EPDXY #5 BARS AT 18" O.C. E.F. 6" MIN. EMBEDMENT BULLNOSE LLLV. 4U,)..5U --TOP OF WARPED WING WALL F.G.,�--- '777-117 j -----CLEAN ALL RECEIVING SURFACES WITH �4" CHAMFER ALL EXISTING 19TH POWERED WIRE WHEEL. APPLY CONCRETE EXPOSED EDGES STREET BOX _-_ GLUE PRIOR TO APPLYING SHOTCRETE CULVERT ---12" #3 TIE BARS AT 18" O.C. WITH 00 --- -- 3- #5 LONGITUDINAL BARS. ELEV. 400.32 SOFFIT OF BOX -------------7Z- - ------ ------ O --------- I ------ ------------------ R12" FILLET EDGE _ CURVED SURFACES TO BE FORMED WITH SHEET METAL I `n DRILL IN AND EPDXY #5 BARS Q AT 18" CENTERED IN SLAB INVERT OF BOX _ j 6" MIN. EMBEDMENT --- I ELEV._ 394.32 0 � I i I I 1 I 1 I I I 12" 0 3'-0" r - SECTION �E 1 Scale: 3/8"=1'-0" \U- %..# 1— \./ 1 1 \/ 1\ V Scale: 3/8"=1'-0" ST- CHAMFER ALL :XPOSED EDGES ,- 1 CD N � U U T 4) ' i j E 0 4* U_ rrz 68 LL u�� 'I4 Co CA UOMR ! " QD C o� .L N a Y LL ro � Nm (�m nn�� Na �J•�65 W Y Q z Q 00 C» W � """ c: CO Cd �U-I-- ~ -CL w _--1 W OC U J _J 1F - a) R i j> im ! I � I I ! ! I j f i U to ' i j E ,:— -- — - o Z rrz T-L LT- LL u�� 'I4 Lo m 0 O U t` ! " O C o� f 0O I N a 3� (�m U) SHEET NO. WTO, U LLJ 0 rrz Y O LL (1)< a- F— CC U) W Y Q z Q m W � z LLJ 0 � ~ w w U W OC U J _J SHEET NO. WTO, an no !A M. ME ME no Y,1 CM COI PL) TRS FLC BO: ME � m ME ME mm :-'XIST. BC ---------- ----------- JLVERT - --------- ATTTACH TO AND RAISE EXISTING HEADWALLS SEE DETAIL /`C T— PLAN - 21 ST STREET BOX CULVERT Scale: 3/16"=1'-0" %/E'0-nf%A1 r)n0'nAK1 I: ----- -----------------------j ----- ---------------------------4 r-)Ioo 00 ELEV. 395.451 ----- ------------------------ �EXISTING DOUBLE 5'X8' BOX CULVERT I V. 403.65 71' A311 CONSTRUCT I CULVERT STREAMILINE1 ITEMS m TRENCH AND POUR CUTOFF WALLS, TYP. ELEV.- 394.13 STRUCTURE ELEV.1 ELEV.2 AH 19TH ST. UPSTREAM 405.30 405.30 NONE HEADWALL 21 ST ST. DOWNSTREAM 403,03 404.00 0.97 HEADWALL 21 ST ST. UPSTREAM 403.10 403.65 0.55 HEADWALL ELE 12" +\— 3/4" CHAMFER ALL EXPOSED EDGES 31 1 @ 12" L BARS DRILLED AND EPDXIED ELEV. 1 INTO WALL TOP. 6" MIN. 2 — #5 BARS i EMBEDMENT, ALTERNATE CONT. DIRECTION OF BARS WIRE WHEEL TOP I OF WALL, PLACE i EXISTING HEADWALL CONCRETE GLUE PRIOR TO POUR RUCT IN PLACE /ALL TRANSITIONS )R TO EXISTNG JLVERT DETAIL - HEADWALL EXTENSION_ Scale: 1 112"=V-0" SECTION AT CENTERLINE rB`� Scale: 3/16"=1'-0" T -V 4 1 12 13 14 18 19 22� k�0 2i 22 j3 24 0 CA LLJ 2 d 2 .2 6 C) (6 C0 op C: n\ ll5 No 00 WC0 op 5; C �U�= [L -4 Cr Lij (Lo U) Cf) .0 (o I{ Cr 0 C) LLJ U) uj jr cis 4 —4— - z LL U) 0 9 C: ct Co a 6 mm 0 IL ic� LL 0 0 C C/) z 0 w 0 Cl) rf- Z d- < LLJ rr F - Ir 11 (J) a CC w CE W LLJ LL z O -i V LLJLLJ w w C) Cr - C/) C/) T— C\1 oo* too - ft fi tZ6�qt: ,-: SHEET NO. 93,Too OF 9 EM mm Im. mm m. QC �m #5 0 18" ALT. L BAR 1/2 "S 2" VARI #5 @ 18" EW -EF SECTION B Scale: 3/8"=1'-0" ST -4 Tnn nc cvTrK[nrn 3" 3/4" CHAMFER ALL EXPOSED EDGES .00 0 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING DRILL IN AND EPDXY #5 BARS AT 18" O.C. 6" MIN. EMBEDMENT It -CLEAN ALL RECEIVING SURFACES ' 1 WITH POWERED WIRE WHEEL. ' APPLY CONCRETE GLUE PRIOR TO APPLYING SHOTCRETE EXISTING HEADWALL EXTEND EXISTING HEADWALL SEE DETAIL C T- WARPED WING WALL HEADWALL DETAIL - PLAN Scale: 3/8"=1'-0" FLOW FLOOR rSTRUCTURE l#5 ® 18" EW -EF a t Mfi #5 0 18" EW 45C 4" 4, CUTOFF WALL 12" SECTIONC BOTTOM OF CUTOFF WALL PARTIAL SECTION - CUTOFF WALLK_E_-� Scale: 3/8"=1'-0" T- ``' Scale: 3/8"=1'-0" T- 5 111 11 12 13 ; a i u . 8 -19 210 21 22 23 24 � If � _ _ 29 U�r CST —Q� U ago m� C N Cs 00 00 m n �} W T6 v oT �2 CjC 00 -1-7711, - , _rrrr- I o i I .Q z z I W ! L Z I W 'I o i � E t N 0 IIlI 't Z i ��I 8 mC,Q p 0 U pon O O N fr- � O m 'z m N 0' o Qo°.a C/) z O U Lu CQ z 0 F -- W �z cc U) < W U Q W Co LL z W o J °C w z �_ � 0 U M 0 U J F- J_ Cl) C~!) 'T— N w !9 T9 �� t7 �a4 jn itl 4J SHEET NO. Scale: 3/8"=1'-0” ST -4 J" CHAMFER ALL TOP OF EXTENDED EXTEND EXISTING EXPOSED EDGES t STRUCTURE HEADWALL HEADWALL #3 HOOP ®18" #5 TOP BAR TOP OF EXIST. HEADWALL STRUCTURE SEE DETAIL C TOP OF EXIST. #5 TOP BAR i T_ HEADWALL E.F. I ELEV. 404.00 ELEV. 403.03 I #5 0 18" EW -EF � ,.. , I I i I i I I I IZ, I � i I I L()I0 I Ln I EXISTING BOX CULVERT 400 ' SOFFIT CHAMFERS #5 ® 18" EW -EF I #5 ® 18" L BAR E E , I I I I M5 # 0 18" DOWEL ; 2"X4" KEYWAY EXISTING BOX CULVERT i I I TYP. SOFFIT CHAMFERS` ELEV. 395.53 #5 ®18" ALT. L BAR�; 4 t I 1/2 "S2" #5 0 18" EW -EF "S2" I �� I p t 9»--------------gr-5�w------------- -g! ------------- 8�=5�,-------------- 9„ -3�------------------------� 3„L- ELEV. 395.53 EXISTING HEADWALL 2"X4" KEYWAY C%CnTIr1A I nA CST n-rmf-I-T I7r1V 1'1r11A/A In-rr r- A A A r -A t'%C �n� AND CUTOFF QC �m #5 0 18" ALT. L BAR 1/2 "S 2" VARI #5 @ 18" EW -EF SECTION B Scale: 3/8"=1'-0" ST -4 Tnn nc cvTrK[nrn 3" 3/4" CHAMFER ALL EXPOSED EDGES .00 0 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING DRILL IN AND EPDXY #5 BARS AT 18" O.C. 6" MIN. EMBEDMENT It -CLEAN ALL RECEIVING SURFACES ' 1 WITH POWERED WIRE WHEEL. ' APPLY CONCRETE GLUE PRIOR TO APPLYING SHOTCRETE EXISTING HEADWALL EXTEND EXISTING HEADWALL SEE DETAIL C T- WARPED WING WALL HEADWALL DETAIL - PLAN Scale: 3/8"=1'-0" FLOW FLOOR rSTRUCTURE l#5 ® 18" EW -EF a t Mfi #5 0 18" EW 45C 4" 4, CUTOFF WALL 12" SECTIONC BOTTOM OF CUTOFF WALL PARTIAL SECTION - CUTOFF WALLK_E_-� Scale: 3/8"=1'-0" T- ``' Scale: 3/8"=1'-0" T- 5 111 11 12 13 ; a i u . 8 -19 210 21 22 23 24 � If � _ _ 29 U�r CST —Q� U ago m� C N Cs 00 00 m n �} W T6 v oT �2 CjC 00 -1-7711, - , _rrrr- I o i I .Q z z I W ! L Z I W 'I o i � E t N 0 IIlI 't Z i ��I 8 mC,Q p 0 U pon O O N fr- � O m 'z m N 0' o Qo°.a C/) z O U Lu CQ z 0 F -- W �z cc U) < W U Q W Co LL z W o J °C w z �_ � 0 U M 0 U J F- J_ Cl) C~!) 'T— N w !9 T9 �� t7 �a4 jn itl 4J SHEET NO. Scale: 3/8"=1'-0” ST -4 TOP OF EXTENDED t STRUCTURE HEADWALL #3 HOOP ® 18" #5 TOP BAR TOP OF EXIST. HEADWALL E.F. 9„ #5 ® 18" EW -EF , EXISTING BOX CULVERT r' SOFFIT CHAMFERS` �� p t #5 0 18ff L BAR �� � � �-. "S2" ELEV. 395.53 !f 2"X4" KEYWAY 5 Q 18" DOWEL TYP. QC �m #5 0 18" ALT. L BAR 1/2 "S 2" VARI #5 @ 18" EW -EF SECTION B Scale: 3/8"=1'-0" ST -4 Tnn nc cvTrK[nrn 3" 3/4" CHAMFER ALL EXPOSED EDGES .00 0 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING DRILL IN AND EPDXY #5 BARS AT 18" O.C. 6" MIN. EMBEDMENT It -CLEAN ALL RECEIVING SURFACES ' 1 WITH POWERED WIRE WHEEL. ' APPLY CONCRETE GLUE PRIOR TO APPLYING SHOTCRETE EXISTING HEADWALL EXTEND EXISTING HEADWALL SEE DETAIL C T- WARPED WING WALL HEADWALL DETAIL - PLAN Scale: 3/8"=1'-0" FLOW FLOOR rSTRUCTURE l#5 ® 18" EW -EF a t Mfi #5 0 18" EW 45C 4" 4, CUTOFF WALL 12" SECTIONC BOTTOM OF CUTOFF WALL PARTIAL SECTION - CUTOFF WALLK_E_-� Scale: 3/8"=1'-0" T- ``' Scale: 3/8"=1'-0" T- 5 111 11 12 13 ; a i u . 8 -19 210 21 22 23 24 � If � _ _ 29 U�r CST —Q� U ago m� C N Cs 00 00 m n �} W T6 v oT �2 CjC 00 -1-7711, - , _rrrr- I o i I .Q z z I W ! L Z I W 'I o i � E t N 0 IIlI 't Z i ��I 8 mC,Q p 0 U pon O O N fr- � O m 'z m N 0' o Qo°.a C/) z O U Lu CQ z 0 F -- W �z cc U) < W U Q W Co LL z W o J °C w z �_ � 0 U M 0 U J F- J_ Cl) C~!) 'T— N w !9 T9 �� t7 �a4 jn itl 4J SHEET NO. #3 HOOP 0 18" #5 0 18" EW -EF I I I I I I I I I � I Cn I _ I I I I I I in I I \ � I I I #5 0 18" ALT. L BAR #5 TOP BAR E.F. #3 HOOP 0 18" #3 HOOP 0 18" i #5 TOP BAR E.F. #5 0 18" EW -EF #5 0 18" L BAR --� #5 0 18" ALT. L BAR #5 0 18" EW -EF CV 3" EXTEND EXISTING HEADWALL i STRUCTURE SEE DETAILKC #5 TOP BAR T- E.F. ELEV. 403.65 EXISTING BOX CULVERT SOFFIT CHAMFERS 3/4" CHAMFER ALL EXPOSED EDGES TOP OF EXIST. HEADWALL ELEV. 403.10 _----_______ FORM AND POUR LEADING EDGES SEE DETAIL(E T - #5 0 18" L BAR #5 0 18" DOWEL t 2"X4" KEYWAY ' TYP. I ELEV. 395.45 { #5 0 18" EW -EF ------------ -- --------- ------------ ----------------------------------- -- ------------------------------ I 8 52 8„ 8'- 5 9„Ls' SECTION - 21ST STREET BOX- UPSTREAM FACE sem,, TOP OF EXIST. HEADWALL "S21) ��#5 0 18" DOWEL 1/2 S2 Scale: 3/8"=1'-0" STRUCTURE TOP OF EXTENDED HEADWALL ELEV. 403.65 ------------------------ i EXISTING BOX CULVERT SOFFIT CHAMFERS ELEV. 395.45 #5 0 18" EW -EF �- VARIES SECTION B Scale: 3/8"=V-0" T— TOP OF EXIST. HEADWALL "S2" 1/2 "S2" #5 0 18" EW -EF STRUCTURE TOP OF EXTENDED HEADWALL ELEV. 403.65 -------------------------------- I EXISTING BOX CULVERT SOFFIT CHAMFERS ELEV. 395.45 i ELEV. 394.13 N I 00 0 3/4" CHAMFER, FILL WITH SILICON BASE IMMERSIBLE CAULKING EXISTING HEADWALL DRILL IN AND EPDXY EXTEND EXISTING HEADWALL #5 BARS AT 18" O.C. SEE DETAIL C 6" MIN. EMBEDMENT % /% T- 1 / I � o 1 / j CORBEL J/ TOP LINE all / c,, WARPED - / / WING WALL HEADWALL DETAIL - PLAN D V / Scale: 3/8"=V-0" SIN DRILL AND EPDXY #5 BARS AT r 3/4" CHAMFER ALL 18" O.C. E.F. 6" MIN. EMBEDMENT + EXPOSED EDGES R1" BULLNOSE TOP OF WARPED WING WALL ELEV. 403.65 12" CLEAN ALL RECEIVING SURFACES F.G. r WITH POWERED WIRE WHEEL. APPLY N EXISTING 19TH STREET __ __ CONCRETE GLUE PRIOR TO APPLYING BOX CULVERT � �` ' �,'!%; �� SHOTCRETE ELEV. 401.45 SOFFIT OF BOX --------- o �- #3 TIE BARS AT 18" O.C. WITH __ ______ r- ____ `� s„l 3- #5 LONGITUDINAL BARS. �,� -------------------- Is R12„ FILLET EDGE CURVED SURFACE TO BE FORMED -00 WITH SHEET METAL 1#DRILL IN AND EPDXY #5 BARS AT 18” CENTERED IN SLAB INVERT OF BOX 6" MIN. EMBEDMENT I3 li ELEV._ 394.32 ! �� r- _ i I L12 3, - O„ SECTION E 3/4" CHAMFER ALL Scale: 3/8"=1'-0" ST-5/ �EXPOSED EDGES CD / ' 9'-131, 4 3„ / ------------ — I -------------------------------------- J''r.• SECTIION C Scale: 3/8"=V-0" ST- s i J 71 12 t 3 14 27 Uri 22 23 FLOW #5 0 18" EW -EF STRUCTURE FLOOR g„ #5 0 18" EW CUTOFF WALL 12" PARTIAL SECTION - CUTOFF WALL Scale: 3/8"=V-0" 7, 24 - 2_ 7 29 N ♦ Q Co U •or �Q U o? �A y Q �o Q)8 C))n, q, d W 0Z ;2 CdID U�0 'T d Ir s � m � a 5 .Q { z o Wo I 1 UT 1 i o I W ;II w I "' I I �Ln� i I N o z 3 j i o Q�fLL°o z O U E � z O C) Ir I- W y F— u- EE Cc If n J W Q :DQ U m z � u-— O —' w W � I_ W co U U � T CV r , �0 U6 w SHEET NO. OF 9 FLOOR EXPANSION — JOINT - SEE DETAIL rG ST - #5 @ 18" EW—EF ELEV. 401.00 INS?ALL BARSCREEN END SUPPORTS & BARSCREENS SEE DETAIL A #5 @ 18" EW—EF 6" CHAMFER #5 @ 18" - EW—EF v#5 @ 18" EW—EF ECTION - INTAKE AT ENDWALL rA---s INSTALL SEAT ANGLE SEE DETAIL D 0 Ll j FILL VOID BETWEEN PANEL FOOTINGS WITH NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH SILICON CAULKING. , , DWS ELEV. 401.50 FILL PANEL ELEV. 401.00 = ANCHOR BLOCKOUT INSTALL SLIDE GATES & WITH MORTAR, ALIGN &TIGHTEN OPERATORS SEE DETAIL A TROWEL SMOOTH PANEL ANCHORS TIGHTEN TO 30 I I INSTALL BARSCREEN END FT—LBS TORQUE SUPPORTS & BARSCREENS ?„ SEE DETAIL A FILL BLOCKOUT WITH - NONSHRINK GROUT, CAULK CHAMFERED EDGES WITH a.' SILICON CAULKING I I I I DETAIL I RADIUS I TYPICAL WEIR PANEL INSTALLATION =381-11's Scale: 3/4"=V-0" RADIUS 9 I I � „ =351_53 I �I RADIUS I I — — 1 I IIS 44 #5 @ 18„ r EW—EF Hitt #5 @ 18" EW—EF L _ -- L12 _ FLOOR EXPANSION JOINT �� �� � .:�� 6" CHAMFER 10" SEE DETAIL G » SEAL TOP 1/2"X22" STEEL SMOOTH ROD ST -6 �` - WITH SILICON @ 18" O.C. GREASE ROD PRIOR TO POUR INSTALL PRESSURE RELIEF VALVES ON PANELS 2, 3, 6, 7, 8 & 9 SEE DETAIL F T- EW—EF ELEV. 401.00 w g 6a e 4 INSTALL WALKWAY SUPPORTS AND WALKWAY SEE DETAIL v#5 @ 18" EW—EF 121) 8'-0" 112" TRENCH DRAIN SECTION -WALKWAY C SEE DETAIL F ST- Scale: 3/8"=1'-0" T - FLOOR OF - WEIR PANEL 4" BLOCKOUT IN PANEL DRAIN FABRIC CONTINUOUS ENVELOPE DRAIN GRAVEL — fid! fie Ra5/8" ASPHALTIC EXPANSION r JOINT MATERIAL DETAIL - FLOOR EXP. JOINT G Scale: 3/4"= V-0" ST - RADIUS PRESSURE RELIEF =38'-11" VALVE, WATERMAN PR -8 ' FURNISHED BY CITY 4" MORTAR 7577i-7777- 1 f. N CD VV 12" DETAIL -TRENCH DRAIN Scale: 3/4"=T-0" 10 ?1 BACKFILL PANELS 11 & 12 WITH 2 SACKS LEAN CEMENT SAND MIX �%4 PANEL #6 co U �.� U #5 @ 18 EW—EF CAULKING tt t J J W Y � - #5 @ 18" Cc O W Y W Uor W m EW—EF Q 12" 8'-0" 12" zLLJ 7 1= w W U S U L LL J J ¢ Tco �C? �W�� a O � TRENCH DRAIN SECTION - INTAKE AT TYPICAL GIRDER B _a -'- ;-f SEE DETAIL F PANEL #11_____ ST- Scale: 3/8"=T-0" T - 7 7 E,W0 INSTALL PRESSURE RELIEF VALVES ON PANELS 2, 3, 6, 7, 8 & 9 SEE DETAIL F T- EW—EF ELEV. 401.00 w g 6a e 4 INSTALL WALKWAY SUPPORTS AND WALKWAY SEE DETAIL v#5 @ 18" EW—EF 121) 8'-0" 112" TRENCH DRAIN SECTION -WALKWAY C SEE DETAIL F ST- Scale: 3/8"=1'-0" T - FLOOR OF - WEIR PANEL 4" BLOCKOUT IN PANEL DRAIN FABRIC CONTINUOUS ENVELOPE DRAIN GRAVEL — fid! fie Ra5/8" ASPHALTIC EXPANSION r JOINT MATERIAL DETAIL - FLOOR EXP. JOINT G Scale: 3/4"= V-0" ST - RADIUS PRESSURE RELIEF =38'-11" VALVE, WATERMAN PR -8 ' FURNISHED BY CITY 4" MORTAR 7577i-7777- 1 f. N CD VV 12" DETAIL -TRENCH DRAIN Scale: 3/4"=T-0" 10 ?1 BACKFILL PANELS 11 & 12 WITH 2 SACKS LEAN CEMENT SAND MIX �%4 PANEL #6 co PLAN - INTAKE STRUCTURE Scale: 3/8"= V-0" t INTAKE STRUCTURE ELEV. 401.00 I PLAN - INTAKE STRUCTURE Scale: 3/8"=1'-0" U U LijC) J J W Y � U_ F<— W Cc O W Y W Uor W m Q -- Q U zLLJ 1= w W U S U L LL J J Tco �C? �W�� a O � )m(0 _a -'- ;-f PANEL #11_____ I� t � 7 7 E,W0 o tr W Luf T ? 4 4— } — —I- - O N (D n o r ID a 0 C:) o 0 0 r� f] .0 O u-3:� UN °012o LL '6 Q U roC(j Iii U 0 0 PLAN - INTAKE STRUCTURE Scale: 3/8"= V-0" t INTAKE STRUCTURE ELEV. 401.00 I PLAN - INTAKE STRUCTURE Scale: 3/8"=1'-0" SHEET NO. �U00 �3 OF D 9 U LijC) J J W Y � < F<— W Cc O W Y W Q W m Q zLLJ 1= w W U S U J J SHEET NO. �U00 �3 OF D 9 GRADING CONTRACTOR TO EXCAVATE EARTH AWAY FROM WALL ROUGH GRADE BY GRADING CONTRACTOR,' i TOOLED CORNERS FORM TOP 7 1/2 90 OF WALL, EACH SIDE ELEV. 402.50 STONES & GROUT TO BE PLACED BY CITY BLOCKOUT FOR SILICON CAULKING IMMERSION RATED Ell I NEATLY FILL BLOCKOUT WITH SILICON CAULKING 1211 12" MIN. POND PERIMETER WALL DETAIL - SECTION A Scale: 3/4"=1'-0" ST -7 * FIBER MESH REINFORCED CONCRETE MAY BE USED IN LIEU OF WWF 8' ON WEST 10' ON EAST VARIES 2% 77-7 1/2" ASPHALTIC -FELT EXPANSION JOINT MATERIAL 6"X6"X10 GA. WELDED WIRE* FABRIC CENTERED IN WALL ° POUR WALL IN TRENCH CLASS "A" CONCRETE TRENCH BY CONCRETE CONTRACTOR 8, fJ DISCONTINUE 6"X6"X10 GA. WWF (OR USE FIBER MESH CONCRETE) " EXP. JOINT ~\ PERIMETER WALL, MATERIAL \>y POND SIDE 5/8" ASPHALTIC -FELT EXPANSION JOI " 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 rB'� Scale: 3/4"=1'-0" ST -7 EXPANSION JOINT MATERIAL POND SIDE OF WALL ELEV. 402.50 TOP OF WALL ALLOW 4" MIN. EXCESS TRIM TO WALL 4" SCH 40 PVC DRAIN PIPE CAST INTO WALL CAULK FITTING - -- ELEV. 402.08 11" INDUSTRIAL FLOOR DRAIN WITH CATCH 14" SQR. BASIN BASKET, ALHAMBRA FOUNDRY NO. A-326 OR APPROVED EQUAL ;s, SIDEWALK aaaaaaoaaaCIAr ALLOW 12", CUT PIPE TO FIT TO FLOOR DRAIN HUB DETAIL - SIDEWALK DRAIN Scale: 1"=V-0" 10 1 POUR 4" CONCRETE WALK SURFACE TEXTURES TO BE PER ARCHITECTURAL SITE PLAN FINE GRADE AND COMPACT TOP 6" TO 95% RELATIVE COMPACTION - ASTM D1557 POUR CONCRETE THRUST BLOCKS, EACH END OF WEIR CUTOFF WALL 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 PERIMETER WALL i I I I I I I I I I I I I I , ------------ - , I , I I I I I -------- ----- CUTOFF WALL I 4'-0" PLAN - WEIR THRUST BLOCKS ELEVATION OF TOP OF WALL PER GRADING PLAN FORM WALL EXTENSION AND PLACE ROCK VENEER o c� ELEV. 402.50 Q SIN JF TOOLED CORNERS, TYP. 1/2" ASPHALTIC -FELT°. EXPANSION JOINT MATERIAL P" ` 4" 1� VNh,'"? ip * g A�"' STONES & GROUT TO BE PLACED BY CITY 1'-6" MIN. POND PERIMETER WALL AT ELEVATED LOCATI DETAIL - SECTION Scale: 3/4"=1'-0" ELEVATION OF TOP OF WALL - PER GRADING PLAN ROCK VENEER FORM MINIMUM OF TOP 7j" MOW CURB & VENEER BASE TOOLED CORNER FINISHED GRADE ---_ SECTION G Scale: 3/8"=1'-0" T-7 12 13 4 i9 12" SIN o 4- d ONS WITH Scale: 3/8"=1'-0" ST -7 FINISHED GRADE 5/8" EXP. TOP OF POND MATERIAL T N SEAL JOINT PERIMETER WALL SILICON CAULK ALL ALONG POUR CONCRETE THRUST , OklPi 6"X6"X10 GA. WELDED WIRE BLOCK AGAINST UNDISTURBED be FABRIC, CENTERED IN UPPER TOP OF OUTSIDE WEIR OR COMPACTED EARTH r Co m .x ,. DOWELS AT 18" IF FIBER PANEL FOOTING f'c = 2500 PSI MIN. p LL •� r� POUR LOWER PORTION OF o } WALL AGAINST VERTICAL r--- -- --------------- ---------------- — — �M BY CONCRETE CONTRACTOR 44 d ° ------------- THRUST TO PANEL (o N --- FOOTING EDGE O I �, 41 THRUST TO CUTOFF ,/------->` WALLS I , Q ST -7 12" 3'-0" SECTION G Scale: 3/8"=1'-0" T-7 12 13 4 i9 12" SIN o 4- d ONS WITH Lu W ALL ALONG WALL 5/8" EXP. JOINT --` MATERIAL T N SEAL JOINT WITH ---- SILICON CAULK ALL ALONG WALL o OklPi 6"X6"X10 GA. WELDED WIRE be FABRIC, CENTERED IN UPPER m PORTION OF WALL (USE #5 r Co m .x ,. DOWELS AT 18" IF FIBER — U Co I IN MESH CONCRETE p LL •� r� POUR LOWER PORTION OF o } WALL AGAINST VERTICAL TRENCHED EARTH, TRENCH �M BY CONCRETE CONTRACTOR ' r CLASS "A" CONCRETE W CCo (o N uj 41 Q ST -7 Lu a= O I Q IP TOOLED CORNERS, TYP. I i .N Ir 1/2" ASPHALTIC -FELT I I I o o EXPANSION JOINT MATERIAL o » 4 Ia) 2% 2% _ o CoN ' � a I FINISHED GRADE I r fr _ 6 X6 X10 GA. WELDED WIRE I �' tt N z FABRIC, CENTERED IN WALL, o m� 0 0 N F= OR FIBER MESH jj ` � O POUR WALL IN TRENCH 12" 12" CLASS "A" CONCRETE U W) 07 J WALL OUTSIDE OF POND 0 cc Q DETAIL - SECTIONK_E_-�Ww Scale: 3/4"=1'-0" T-7 LL Q SQUARE POND WALL EDGE Lu Cr Q ( TO CREST Q W TOP OF z W WARPED WALL WEIR CREST (PRECAST) O W 5/8" EXP. JOINT f— W MATERIAL_ U U W MATCH J a - POND WALL WEIR CREST - POND WALL H C� A 1 1, SEAL JOINT WITH SILICON CAULK ALL ALONG WALL 5/8" EXP. JOINT --` MATERIAL ALONG TOP SEAL JOINT WITH ---- SILICON CAULK ALL ALONG WALL Scale: 3/8"=1'-0" S110 // 40, �� TOP OF WARPED �',� TRANSITION _---- 5/8 EXP. JOINT MATERIAL WEIR PANEL s CREST qo S3 k s. n SHEET NO. SECTION ri 1 Scale: 1 "=1'-0" ST -7 OF � s 9 mm mm mm mm / k , \ #5 @ 12" E.F. #5 @ 16' E.F. x ` ' #6 @ 16 B.F. #5 @12» E.F. #5 @ 16 ALT.' \r T BARS B.F. -+-----------------�------�---------- *------ ----�-------k -4-----L-4 �i k . .` , � I ' I I I I I I I I I � I y-' `\•' x' ` x' \ -4-----1------ -I-----IL ------ -4-----1- ----------{----- ff \/ \\, + 41- I I I I I I 1- I I I 1\ ,i/ X'\/ #5 @ 16 E.F. k X-!--1-----�---------+---- +--------------�----- - - - - -----1-----1 \ >- \ -' .'`�--t--j---r--r--T--rt--r--i---t-- fi--r--�--r--j--�r--r--r--rt--r--�--rt-- j---r---'t-- -� �'� `\ `x,/ V, - I #5 @ 12" E.F. #5 @ 16" E.F. \a a``�----1-- +-- --L----1-- --1-- --L- 4--1-- -J-- - L- �j--1--1a --1_� �` ".y #5 @ 16" ALT. BARS B.F. \�--I--4 -1--1--4-+--4--L--1---d--a---I--�--L--1--1--�=-I--�--1--j--1--4- I » PLAN - ABUTMENT FOOTING F #7 @ 16 ALTERNATE 46, BARS B.F. SCALE: 3/8"=1'-0" ST-$ 00 } #5 BOND BEAM BARS, TYP. BOND BEAMS TO BE TWO COURSES OF 8"X16" HOLLOW CONTINUOUS, TYP. BLOCKS, LEAVE UNGROUTED FOR LATER ANCHOR PLACEMENT � `� \ \\ / % 1 % / FACE OF 8" BLOCK FACE OF 6 BLOCK FOOTING LINE - FACE OF 12" BLOCK ---- - -------------------f ------- FACE OF 16" BLOCK ' N FACE OF 12" BLOCK 11 11 11 BACK OF CUT WALL 1'-4" 1'-4"1'-4" 1'-4" 16'-0" FILL GAP WITH MORTAR, R=1" PLAN -ABUTMENT AFACE OF 16" BLOCK SCALE: 3/8"=1'-0" ST-$ MASONRY NOTES GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS REPORT AS PROVIDED. CONCRETE A. MATERIALS: 1. REINFORCING: DEFORMED ASTM A615, GRADE 40 OR GRADE 60. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150. 3. AGGREGATE: ASTM C-33. 4. WATER: CLEAN AND DRINKABLE. B. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING: 1. CLASS "A" CONCRETE, 3500 PSI AT 28 DAYS. 2. 6.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 3. 1 1/2" AGGREGATE (MAX). 4. 4" SLUMP (MAX). C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. MASONRY A. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90 2. REINFORCING MATERIALS: ASTM A615, GRADE 40 OR 60 DEFORMED. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. B. MORTAR: 1. STRENGTH: TYPE S, 1800 PSI AT 7 DAYS AND 3000 PSI AT 28 DAYS. C. GROUT: 1. STRENGTH: 1800 PSI AT 7 DAYS AND 3000 PSI AT 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. GENERAL NOTES 1. BLOCK TYPE: SIZE WALL: 6"X8"X16", 8"X8"X16", 12"X8"X16" & 16"X8"X16" A: COLOR: COMMON GRAY PATTERN: STACKED BOND B: FLAT GROUT CAP 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 4. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 4. BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" f1/8". ALL VERTICAL REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE, AT SPLICES, PRIOR TO PLACEMENT OF GROUT. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF THIRTY INCHES (30"). 5. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE .CONSTRUCTION. 7. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR. ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 8. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. #5 @ 16" N.F. TWO COURSES OF 8"X16" HOLLOW BLOCKS, LEAVE 10" 6" #5 BOND BEAM BARS, TYP. UNGROUTED FOR LATER ELEV. 405.14 ANCHOR PLACEMENT #5 BOND BEAM BARS, TYP. I I I I I I I I I 1 I I co #6 @ 16" F.F. - � - � --- I- --I -- � - o � --1 --- � --- I- --1 --- I - - I- 00 00 : { CN CN #5 IN EACH CELL N #7 @ 16" ALT. BARS F.F.� - --- - --- - --- # " -T- 5@ 16 F.F. { �� #5 @16" #5 16 ALT. BARS F.F. I I I I I 1 I I 1 1 1 I 1 1 + 16" ALT BARS F # @ F.F. F. I i Lnioo T #5 @ 16" F.F. I I I I I I I I I I I I I I I 1 6@ 16 I 1 , , I 1 , I , I , I i I , I , I , I , I , 1 , I , , I tl,`_t�. ELEV. 399.50 1 _ _ ' x, SOLID GROUT ALL CELLS 00 0 J 1 I I I i__ I I 1 I 1 I I I I I I I I ELEV. 399.1 4 IALT. BARS # ".A iN --- -- --- -- --- -- --- -- - - --- -- --- -- --- -- - - - 1 MORTAR I I I I ST -8 BLOCKSTEP CO f { --- -- --- -- --- - --- -- --- - - --- -- -- -- --- -- --- -- --- --- -- --- -- I ,; II , - - d } #6 @ 16" ALT. BLOCK S 2)-231 BARS T.F. I I I I I I I I , I I I I I I I 1 I + I 1 I + I 1� I 1 I 1 I 1 I 1 I + I + I + I 1 1 + 1 I I + » + 1 i ,I I I I I i I -, t I I i d d d + d + d +- d + d +J d i+ d + d l d + d + d t d + d + i i l d i CO 4 .' #6 @ 1 6 E. F. - - -- - - - - - - - - - -- - - - -- - - - - -- - - -- -- - - - -- -- ., » N#5 @ 12 E.F. I I 11 1 11 II fl I I II I I I I I II 11 II I II I II I II 1 II 1 Q0 II I 11 I II I II I a a a r a a I. ELEV. 392.47 ELEV. 392.47 1+ .. i.. v... +�--. i». � � b- � x+ -t+. ,s# ^'4t +'c^ 'rte r �+s ,F -2. r: rY -t r^ � *.^- `c -gin � 7 i z T.,. ... _. .� _ ,. > r � ,,�;,... �. s. .,� . ., vas. , .>� : ,, #5 @ 12" E.F. #5 @ 12" E.F. #7 @ 16" ALT. BARS B.F. #6 @ 16" T.F. 5 @ 12" E.F. '�' - 6 @ 16" #5 @ 8" B.F. #5 @ 8" B.F. # #5 @ 8" B.F. _ I o =rt BARS r'. #5 @ 12" �= #7 @ 16" BARS #5 @ 16" BARS 5 @ 16"ALT. 6 @ 16" W 7 @ 16"ALT. 5 @ 16"ALT. 12" ELEVATION -SECTION B BOTTOM OF CUT WALL SECTION -ABUTMENT C _ SCALE: 3/8"=1'-0" ST -8 SCALE: 3/8"=1'-0" ST-$ �. n t( a 1a 1'-6" R" D BEAM BARS, TYP. 6" ROUT ALL CELLS 6" ALT. BARS cn W 16" ALT. 3 T. F. 16" E.F. i @ 12" E.F. I @ 8" L ,RS SECTION - WINGWALL D SCALE: 3/8"=1'-0" ST-$ 8" SOLID GROUT ALL CELLS #5 @ 16" #5 BOND BEAM °cc #!: z BARS, TYP. y W U) Q #5 @ 16" ALT. CL CcQ BARS 1 , - 211 m w z 12' ILL O Ali 0 F- Lu 5 @ 12" E.F. #5 @ 8" L 3'-6" BARS SECTION - WINGWALL E SCALE: 3/8"=1'-0" ST-$ .I�aa3 N w U >. 0 �c a3 L U Ir �co rnCOO) 0)'2 6 �m �i�s � co ca (o n LlJ 01- �c a0 U�� I5. IT I �CE CC� - -- - J cy i I L (i 1I I 8 : N # v a P a) j LLJ cno z j X010cl LLJ SOC ( 0 4+ LLJ I N O ' $ iz N ) mLLm m cUn'<t oh 0 �rU1z 6 oq CoT- Ir C) c') p In `;Q U iii UU pro F_ U w SHEET NO. 93ur-lo OF 9 °cc IZ z w y W U) Q W CL CcQ < m w z Q ILL O y 0 F- Lu U w U 01 m J J_ SHEET NO. 93ur-lo OF 9 11 :_�� A mm m m ME mm m. � m mm mm EXISTING 19TH STREET BOX CULVERT HEADWALL 2, MITER PIPE TO SURFACE \ 91, ELEV 404.07 2 -#5 HOOPS "O" -RING GASKET WARPED WINGWALL SIDEWALK TRAFFIC RATED DUAL -DOOR LID CHRISTY R27-52HT, MOUNT FLUSH TO TOP BYPASS STAND 16'-4" SQR. ELEV 402.60 SIDEWALKi 11 71, 7%/1" / 7 MOUNT OPERATOR AT TOP 97T #5 0 12- EW 18" CANAL SLIDEGATE 0 2' .......... 20' HEAD CLASS, MIN. 4' MAX. 6'-0"1 MIN. 4' MAX. D WATERMAN C-20 WITH SECTION KF_-� U) < . ..... 48" DIA. MANHOLE PIPE NONRISING STEM EXTENSION ib i '1 12 13 . (2 -4' AND 1 -11' SECTIONS) & NUT OPERATOR LL Z (j) o cf) w< 0— CD Lu >Z BUTYL RUBBER JOINT SEALANT SEE DETAIL AT ALL WET WELL JOINTS. (TYP.) VF*NT-1QF'A1 99 OR Apppnvpn MHAI ELEV 393.21 S = 0.57% 18" PVC SDR35 2'-0" BUILD UP CONCRETE FOR PIPE FIT TO STRUCTURE 2' MIN. 4' MAX. LAKE PERIMETER WALL ELEV 402.50 EXTEND CONCRETE AT CORNERS, TYP. JOINT SEALANT , 13+98.01& MOUNT SLIDE GATE PER ------- MANUFACTURER'S REQUIREMENTS WITH S.S. EXPANSION ANCHORS NEATLY BREAK OR CUT MANHOLE FOR 18" PIPE FIT, MORTAR CLOSED DETAIL -SECTION Scale: 1 112"=V-0" CANAL SLIDE GATE 0 PLACE MORTAR AGAINST GATE FLAT -BACK FLANGE I.Ln > "O" -RING GASKET - - - ------- - INSTALL PRECAST OUTLET STRUCTURE PER COB STD. D-11 WITH STD. GRATE 4 ELEV 92.80 ELEV 392.82 EL 9372 — - — - — - — - — - — - S 0.57% ELEV 393.55 (.0 ___-.45a 12" EW_ FF 18" PVC SDR35 2' MIN. POUR CUT-OFF 4' MAX. DETAIL rC� Scale: 1 "=1'-0" ��_ 9 -JOINT SEALANT C., q C Ric .) .o 8N�zo lob 4j !,:5 �A o !< 0 0 0 I MORTAR CLOSURE r1.1- a 03 z_� iizI 224 19 1 "o 21 22 23 29 30 C111 0 2' MIN. 2' MIN. 4' MAX. 6'-0"1 MIN. 4' MAX. D LL SECTION KF_-� U) < Scale: 3/8"=1'-0" �S'T_9/ -7 ib i '1 12 13 18" PVC SDR35 2' MIN. POUR CUT-OFF 4' MAX. DETAIL rC� Scale: 1 "=1'-0" ��_ 9 -JOINT SEALANT C., q C Ric .) .o 8N�zo lob 4j !,:5 �A o !< 0 0 0 I MORTAR CLOSURE r1.1- a 03 z_� iizI 224 19 1 "o 21 22 23 29 30 SHEET NO. OF 9 w 0 o Cc W n Or Lij v D LL rr U) < Lu Cc Lu U) LL Z (j) o cf) w< 0— Lu >Z 0 m SHEET NO. OF 9 -a ELEV. 402.50 Scale: 3/8" = T-0" WG -1 DESIN WATER SURFACE ELEV. 401.50 0 # = ELEV. 401.00 r 1 _ = — _ --_ — — — — —— a , -- r.t.a`„_ i k I \. EARING BLOCK SUPPORTS q`l § w1ww i \ GATEi OPER.''R°; DINE SHAF S a '4 �'v ww`�l w`w � � ` �'3 a � 10 10 41 w w w w ww wwww w w w w w w` 0 O O O 9' WIDE X 4'1 HIGH SLIDE GATE o ww`www ww ; www`ww WITH TANDEM OPERATORS, 2 d O O UIRED ' KQ + ELEV. 391.00 ww� mow\ w-------------------------- ------------------------------------- --------------------------------------- —_� ` w 9,-0„ t 9,-0„ w` ` 1 ` w t ww\www`\`..__________WEIR UPSTREAM ELEVATION _ B __-_------- ._____.-------------------------------------- Scale: 3/8" = V-0" 6 '3 1d i i I2 1�3 14 `�� � ' 1,8 19 2t) C) i M 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_ 402.50_ n CI E7 A Al 9Z(1 401.00 9' WIDE X 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED BARSCREENS, NOT A PART OF THIS CONTRACT SH BOTTOM SEAL FION - GATE VIEW Scale: 3/8" = V-0" 24 29 ELEV. 393.55 aoa •� Tom,,,,.,... _� � v .r p� � o q i N z W U Q T •� Tom,,,,.,... _� � v 0 i N z W U Q T N I 0 ° W � Y J J Co L U 110 Cc M(o a- U 2 << o IL ]]�����IL L/J cD W Lo 01 o a) LL � m y W a� 0 U OWC LL1 C/)Izt U 0000 �W co J or J_ 2(o Uj r� 1�z ❑ Q cc� Q Q �o 0 LIJ 0 U C C LL L1_ O d1 Q w .y �w z LL W❑ 0� i O 0 p� I Z (N r j N CNS In ;m LL ❑ CD CD O �M�0 o �O a) IL f� Q U LL 0 t 4.1 SHEET NO. Mao OF 2 W z Q O ° W � Y J J Q Cc W a- W << o m W i 01 o � y W Q U OWC LL1 U O J J J_ (n t 4.1 SHEET NO. Mao OF 2 9 -ED BEARING AND SING MOUNTED ON PLATE, PROVIDE 3 FOR ALIGNMENT '4" HOLES I" i � — LEVELING STUDS, NUTS AND WASHERS #316 STAINLESS q' -100 3„ 1 _ 3" 4 4" EPO , I,LL °,�_-- LEVELING STUDS ---', v NUTS AND WASHER 3/4" PLATE A8" SEALED --BEARING AND 3/4" H #316 STAINLESSSEALED BEARING AND HOUSING5/8"X4" EMBEDMENT HOUSING MOUNTED ON MOUNTED ON LEVELING PLATE EXPANSION S.S. ANCHOR LEVELING PLATE, PROVIDE PROVIDE SLOTS FOR ALIGNMENT SIDE VIEW - WALL MOUNT SLOTS FOR ALIGNMENT 0T� ; `� TOP VIEW - END WALL MOUNT TOP VIEW - MIDDLE WALL MOUNT END VIEW - WALL MOUNT 3/4" PLATE MOUNT TO TOP ';p',FF'L�, \ BEARING BLOCK SUPPORTS D AND SIDE OF GATE FRAME -_ TOP VIEW - GATE MOUNT 2:1 GATE OPERATOR WITH ROTAT1 ,N Scale: 1 1/2" = 1'-0" WG -2 COUNTER AND SQUARE NUT FITTIN� \ \ BEARING BLOCK SUPPORTS (2 REQUIRED) (' �, r , - SE -E. -DETAIL D END WALL MOPNT DRIVE SHAErTS,- STAINLESS STEEL �° ',�' \ 1 ; - _ _ - _ __ _ _ _ _ a UNIVERSAL JOINT-` MIDDLE WALL MOUNT 2:1 GATE OPERATOR WITH ROTATION COUNTER AND SQUARE NUT FITTING, (2 REQUIRED) i ! ! 1 i ! UNIVERSAL JOIE T ,----EPDXY FILL UNIVERSAL JOINT UNIVERSAL JOINT UNIVERSAL JOINT TOP VIEW -SLIDE GATES rA� Scale: 3/4" = V-0" I ( ! ! ! o t f ! nl" m N 1 )!CO ! ! < SIZED TO SHAFT WITH 4 , 1 6" STEEL SLEEVE UNIVERSAL JOINT UNIVERSAL JOINT TOP VIEW -SLIDE GATES rA� Scale: 3/4" = V-0" I ( o ( N )!CO Lu I I � U_ U M� C: �" TOP VIEW 1„ ►LES 1 8 18 -�Cp �.-dz� �LL ca m (DCD (D 0 3/4" co 00 GUSSETS, nn�� FzcD WCp 2 PLACES J a U �CL CL QD 4 �V MjLElz- 3/4" PLATE ; U SIDE VIEW m Q DETAIL - OPERATOR BASE E g I �' I �W =i < Scale: 1 112" = V-0" Jio '� w�;o >U) a; a ,;o I� N r Z j I� SD�I Li L��� °o o v 1'-6" �{c�� �Im 'Uo , o �o p n - A t-% r- A I'1 ^rlrr% A 'rrD LIFT, 1 o .Q U ' ,= Uo R EACH SEALS � \CH) wL1.1 \----�>---BEARING E x' -5/8"X4" EMBEDMENT SUPPORTS, S.S. EXPANSION5/8"X4" EMBEDMENT ANCHORS, (4 REQUIRED) EXPANSION S.S. ANCHORS DETAIL - REMOTE OPERATORS C Scale: 3/4" = V-0" WG - FRONT VIEW - SLIDE GATES Scale: 3/4" = V-0" t KAML AINU LLAr W1111 NEOPRENE RUBBER SEALS :.§ 0 Q Cc Cp J a- -J LU y Q U) Q W cc Wa- 0 - Y Q W t Q I� m W H z c) 0 Lll > W Q Ln U cc CIJ r J e a - ,k FLAT BQCK MOUNT WITH S.S. ANCHORS AND MORTAR C) � FLUSH BOTTOM SEAL 3 _ SHEET NO. w (91 o2� SECTION - GATES rFOF .001 Scale: 3/4" = V-0"WG-2 2 Cal ELEVATION — SIDE B SCALE: 1/4"=V-0" BR -1 a a n a TRUCT BRIDGE MENT )ETAIL A ISILY BRIDGE COVERING AND PROVIDE ING SEAM ROOF, SEE SHEET BR -5 PREFABRICATED STEEL BRIDGE FURNISHED BY CITY -ET BR -2 r SONRY ABUTMENTS . SHEET ST -8 S►� O GENERAL NOTES: 1. BRIDGE DESIGN SHOWN MAY BE UTILIZED OR BRIDGE MANUFACTURER MAY SUBMIT ALTERNATE DESIGN AS LONG AS GENERAL APPEARANCE & FUNCTION IS THE SAME. 2. BRIDGE SHALL BE DESIGNED USING THE FOLLOWING LOAD REQUIREMENTS: 2.A. DEAD LOAD (W): APPROXIMATELY 36,000 LBS 2.13. UNIFORM LIVE LOAD: 85 PSF 2.C. UTILITY TRUCK LOAD: 6,000 LBS 2.D. ROOF UNIFORM LIVE LOAD: 16 PSF, APPLIED UPON A HORIZONTAL PLANE 2.E. SEISMIC LOAD: 1.76xW 2.F. WIND LOAD: 12 PSF 3. DECK CONCRETE TO BE LIGHTWEIGHT CONCRETE WITH A DENSITY OF 120 PCF AND A MINIMUM 28—DAY STRENGTH (f'c) OF 8,000 PSI. 4. FORM DECK TO BE USD TYPE UF1X, 20 GAUGE, OR APPROVED EQUAL, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5. ALL STRUCTURAL STEEL TO BE HIGH STRENGTH STEEL ASTM A572, GRADE 50, WITH A YIELD FORCE OF 50,000 PSI. 6. ALL WELDS ARE TO BE FULL PENETRATION AND ON FULL PERIMETER OF INTERSECTING ELEMENTS. 7. FENCING IS TO BE 2"x2"x1/4" WELDED WIRE FABRIC. FINISH COAT TO MATCH PARK FENCE RAILS. 8. DIMENSIONS SHOWN ARE FOR AMBIENT TEMPERATURE OF 70°F. ALL LENGTHS ARE TO BE ADJUSTED FOR ACTUAL FABRICATION TEMPERATURE UTILIZING A COEFFICIENT OF EXPANSION OF 0.00065 PER 100°F. PLACE ROCK VENEER ONTO AI WALLS TO 1 FOOT BELOW WA1 ATTACH WITH GALV VENEER S SHOT INTO WALL FACE ELEV. 0 I i� ELEVATION — FRONT C SCALE: 1/4'=V-0" �BR-l� �• i . 392.47 CD - co U m �V, v J SHEET NO. E Lfj1 OF 6 F-- 0 ' 0 W c J a- W CC's 6 L_ Lrr S Q m Y Q �� c/)O M LL. LU W Cr O W W Lu o 0 °o U J J QIo I �Lij > Lo >>2 croc TC7 7Z- 3 N O O I N r CD ilL m O iO o p 75:m co p 1 Z o m m ai mI a> cb CL p�,Q� TC—) C) �V, v J SHEET NO. E Lfj1 OF 6 F-- 0 W c J a- W CC's W L_ Lrr — W m Y Q Q M LL. LU W Cr O W W Lu o 0 U U J J �V, v J SHEET NO. E Lfj1 OF 6 Qc �— BEARING PLATE CAP PLATE, CAP PLATE, TYP (CONNECTION T ABUTMENT) TYP. SEE DETAIL D 3 WEST END EE DETAIL SEE DETAIL R-4 SCALE: 3/8"=1'-0" 39' r BRIDGE DECK STRUT C 6x8.2 (UPSIDE—DOWN) Ulqu VV ll\ivvLi'l MIDDLE OUTRIGGER HSS 8x6x1 /8 MSS 8x8x1/8 EAST END ' " 2'-3" COVERPLA L4x3x1 /4 TYP. EXPANSION PLATE (CONNECTION TO ABUTMENT SEE DETAI �� 3/8"0 COUNTERSUNK BOLT —11 L4x3x1 % `—DECK BEAM k'u I vwr\ (W8x24) STRUT TO SECTION JOIN TO DECK BEAM (TYP.) DECK END CAP (L4x3x1 /4) TYP. UF1X, 20GA FORM DECK MFD BY USD OR APPROVED EQUAL INSTALL PER MANUFACTURER'S SPECIFICATIONS DECK SUPPORT---// (L4x3x1 /4 CUT AS REQUIRED T Typ JOIN TO END CAP FLOOR SUBSTRUCTURE DETAIL SCALE: 1 1 /2"=1'-0" 2'-3" i I N I Q ooi s r i � s opo 1'-111» » 5 5 —g „ » 5 —9 5-9 » �— BEARING PLATE CAP PLATE, CAP PLATE, TYP (CONNECTION T ABUTMENT) TYP. SEE DETAIL D 3 WEST END EE DETAIL SEE DETAIL R-4 SCALE: 3/8"=1'-0" 39' r BRIDGE DECK STRUT C 6x8.2 (UPSIDE—DOWN) Ulqu VV ll\ivvLi'l MIDDLE OUTRIGGER HSS 8x6x1 /8 MSS 8x8x1/8 EAST END ' " 2'-3" COVERPLA L4x3x1 /4 TYP. EXPANSION PLATE (CONNECTION TO ABUTMENT SEE DETAI �� 3/8"0 COUNTERSUNK BOLT —11 L4x3x1 % `—DECK BEAM k'u I vwr\ (W8x24) STRUT TO SECTION JOIN TO DECK BEAM (TYP.) DECK END CAP (L4x3x1 /4) TYP. UF1X, 20GA FORM DECK MFD BY USD OR APPROVED EQUAL INSTALL PER MANUFACTURER'S SPECIFICATIONS DECK SUPPORT---// (L4x3x1 /4 CUT AS REQUIRED T Typ JOIN TO END CAP FLOOR SUBSTRUCTURE DETAIL SCALE: 1 1 /2"=1'-0" f,- r`Lo 1 BEARING PLATE --� SEE DETAIL(:L) R-3 DECK END CAP SEE DETAIL L mi 5/16” SEE DETAIL NO LOAD BRIDGE CAMBER BRIDGE ELEVATION B SCALE: 3/8"=1'-0" BR -2 SCALE: 3/8"=1'--0" 5 10 .3, ?'i i'3 s 3 11/16 15/16" CUT OUTRIGGER BRACE TO FIT WHERE CONFLICT WITH DECORATIVE ARCH OCCURS ri�� '+2x,+2x8 I __...._ _ L L L �— L 1,—g„ 12,-6» 1,-9„ R-3 OUTRIGGER 16' HSS HSS 8x8x1/81 (MIDDDLE� BRIDGE END ELEVATION c SCALE: 3/8"=1'-0" BR -2 u SCALE: 3/8"=1'-0" TOP CHORD HSS 6x6x1/4 BOTTOM CHORD HSS 8x6x3/16 LATERAL BRACING HSS 4lx42x8 3(4"0, 2Y2" LONG SHEAR STUDS C NTERED OVER FLANGE OF BEAM DECK SUPPORT (L4x3x1 /4) STYP. PROVIDE AT LEAST 1Y" OF OVERLAP DECK END CAP � (L4x3x1 /4) ISOMETRIC VERTICAL BOTTOM -- CHORD CUT DECK DECK BEAM STRICT TO (W8x24) JOIN TO DECK BEAM DECK' `-LATERAL BEAM BRACING LATERAL BRACING SECTION �1 SCALE: %4"=1'-0"BR-2 OUTRIGGER VERTICAL BOTTOM CHORD DFCK TYP. R— LATERAL BRACING --- --- -- ---- ---K _SIR UT_ ---- -- G u TYP. DECK BEAM — LATERAL BRACING CONNECTION DETAIL c 03 SCALE: %4"=1'-0" BR -2 � 29 3C r7�] 1.0 C 1 i I i i f f i t i I > 1 ; ; cr s i r m `LL L O co###m U Q o! � o om'zC5 o Li m m CIS[7 2 lQQ Q Q U LL O 4� U W 0 co n J 0- W Lj_ LU Cc 0- Wfr � mY W Q o Z c � P O � w W 0 U U m SHEET NO. n 0� OF 2'-3" 17'-3" - N � 1'-111» » 5 5 —g „ » 5 —9 5-9 » 5-9„ 5'-9» N I 12' CLEAR 4 —g _1 r RRlnr_p f,- r`Lo 1 BEARING PLATE --� SEE DETAIL(:L) R-3 DECK END CAP SEE DETAIL L mi 5/16” SEE DETAIL NO LOAD BRIDGE CAMBER BRIDGE ELEVATION B SCALE: 3/8"=1'-0" BR -2 SCALE: 3/8"=1'--0" 5 10 .3, ?'i i'3 s 3 11/16 15/16" CUT OUTRIGGER BRACE TO FIT WHERE CONFLICT WITH DECORATIVE ARCH OCCURS ri�� '+2x,+2x8 I __...._ _ L L L �— L 1,—g„ 12,-6» 1,-9„ R-3 OUTRIGGER 16' HSS HSS 8x8x1/81 (MIDDDLE� BRIDGE END ELEVATION c SCALE: 3/8"=1'-0" BR -2 u SCALE: 3/8"=1'-0" TOP CHORD HSS 6x6x1/4 BOTTOM CHORD HSS 8x6x3/16 LATERAL BRACING HSS 4lx42x8 3(4"0, 2Y2" LONG SHEAR STUDS C NTERED OVER FLANGE OF BEAM DECK SUPPORT (L4x3x1 /4) STYP. PROVIDE AT LEAST 1Y" OF OVERLAP DECK END CAP � (L4x3x1 /4) ISOMETRIC VERTICAL BOTTOM -- CHORD CUT DECK DECK BEAM STRICT TO (W8x24) JOIN TO DECK BEAM DECK' `-LATERAL BEAM BRACING LATERAL BRACING SECTION �1 SCALE: %4"=1'-0"BR-2 OUTRIGGER VERTICAL BOTTOM CHORD DFCK TYP. R— LATERAL BRACING --- --- -- ---- ---K _SIR UT_ ---- -- G u TYP. DECK BEAM — LATERAL BRACING CONNECTION DETAIL c 03 SCALE: %4"=1'-0" BR -2 � 29 3C r7�] 1.0 C 1 i I i i f f i t i I > 1 ; ; cr s i r m `LL L O co###m U Q o! � o om'zC5 o Li m m CIS[7 2 lQQ Q Q U LL O 4� U W 0 co n J 0- W Lj_ LU Cc 0- Wfr � mY W Q o Z c � P O � w W 0 U U m SHEET NO. n 0� OF 00 - N f,- r`Lo 1 BEARING PLATE --� SEE DETAIL(:L) R-3 DECK END CAP SEE DETAIL L mi 5/16” SEE DETAIL NO LOAD BRIDGE CAMBER BRIDGE ELEVATION B SCALE: 3/8"=1'-0" BR -2 SCALE: 3/8"=1'--0" 5 10 .3, ?'i i'3 s 3 11/16 15/16" CUT OUTRIGGER BRACE TO FIT WHERE CONFLICT WITH DECORATIVE ARCH OCCURS ri�� '+2x,+2x8 I __...._ _ L L L �— L 1,—g„ 12,-6» 1,-9„ R-3 OUTRIGGER 16' HSS HSS 8x8x1/81 (MIDDDLE� BRIDGE END ELEVATION c SCALE: 3/8"=1'-0" BR -2 u SCALE: 3/8"=1'-0" TOP CHORD HSS 6x6x1/4 BOTTOM CHORD HSS 8x6x3/16 LATERAL BRACING HSS 4lx42x8 3(4"0, 2Y2" LONG SHEAR STUDS C NTERED OVER FLANGE OF BEAM DECK SUPPORT (L4x3x1 /4) STYP. PROVIDE AT LEAST 1Y" OF OVERLAP DECK END CAP � (L4x3x1 /4) ISOMETRIC VERTICAL BOTTOM -- CHORD CUT DECK DECK BEAM STRICT TO (W8x24) JOIN TO DECK BEAM DECK' `-LATERAL BEAM BRACING LATERAL BRACING SECTION �1 SCALE: %4"=1'-0"BR-2 OUTRIGGER VERTICAL BOTTOM CHORD DFCK TYP. R— LATERAL BRACING --- --- -- ---- ---K _SIR UT_ ---- -- G u TYP. DECK BEAM — LATERAL BRACING CONNECTION DETAIL c 03 SCALE: %4"=1'-0" BR -2 � 29 3C r7�] 1.0 C 1 i I i i f f i t i I > 1 ; ; cr s i r m `LL L O co###m U Q o! � o om'zC5 o Li m m CIS[7 2 lQQ Q Q U LL O 4� U W 0 co n J 0- W Lj_ LU Cc 0- Wfr � mY W Q o Z c � P O � w W 0 U U m SHEET NO. n 0� OF � I N I f,- r`Lo 1 BEARING PLATE --� SEE DETAIL(:L) R-3 DECK END CAP SEE DETAIL L mi 5/16” SEE DETAIL NO LOAD BRIDGE CAMBER BRIDGE ELEVATION B SCALE: 3/8"=1'-0" BR -2 SCALE: 3/8"=1'--0" 5 10 .3, ?'i i'3 s 3 11/16 15/16" CUT OUTRIGGER BRACE TO FIT WHERE CONFLICT WITH DECORATIVE ARCH OCCURS ri�� '+2x,+2x8 I __...._ _ L L L �— L 1,—g„ 12,-6» 1,-9„ R-3 OUTRIGGER 16' HSS HSS 8x8x1/81 (MIDDDLE� BRIDGE END ELEVATION c SCALE: 3/8"=1'-0" BR -2 u SCALE: 3/8"=1'-0" TOP CHORD HSS 6x6x1/4 BOTTOM CHORD HSS 8x6x3/16 LATERAL BRACING HSS 4lx42x8 3(4"0, 2Y2" LONG SHEAR STUDS C NTERED OVER FLANGE OF BEAM DECK SUPPORT (L4x3x1 /4) STYP. PROVIDE AT LEAST 1Y" OF OVERLAP DECK END CAP � (L4x3x1 /4) ISOMETRIC VERTICAL BOTTOM -- CHORD CUT DECK DECK BEAM STRICT TO (W8x24) JOIN TO DECK BEAM DECK' `-LATERAL BEAM BRACING LATERAL BRACING SECTION �1 SCALE: %4"=1'-0"BR-2 OUTRIGGER VERTICAL BOTTOM CHORD DFCK TYP. R— LATERAL BRACING --- --- -- ---- ---K _SIR UT_ ---- -- G u TYP. DECK BEAM — LATERAL BRACING CONNECTION DETAIL c 03 SCALE: %4"=1'-0" BR -2 � 29 3C r7�] 1.0 C 1 i I i i f f i t i I > 1 ; ; cr s i r m `LL L O co###m U Q o! � o om'zC5 o Li m m CIS[7 2 lQQ Q Q U LL O 4� U W 0 co n J 0- W Lj_ LU Cc 0- Wfr � mY W Q o Z c � P O � w W 0 U U m SHEET NO. n 0� OF *ALLOW FOR +1/16" 8" 8" V TOLERANCE IN 2x4 316„* 7„ 1» 21» 21„ 21„ 3, 1» 21» 21» 21» 3„ INSIDE FACE 2 4 4 4 4 2 4 4 4 4 Ys” STEEL PLATE CLEAR 16 ROOF SUPPORT Ys" STEEL NAILER BEND TO ' ' "�' PLATE w MAILERS TO FIT WOOD 2x4 ° ° ° ° _ _ RECEIVE 2-2x4 — = » — TOP PLATE _ Y4 CAP PLATE _N SEE DETAIL C ° ° ° _ _ r-1N� ° ° ° ° — � `" 3/16" 0 SELF R— � �-------�-------- TAP SCREWS — �IN ° r_ Y" LONG (TYP) 3/16" 0 HOLES ,�,,� �,� ,�„� FOR 16d NAILS I OUTSIDE FACE (TYP) — ° ROOF SUPPOR 4x4x% "HSS 1 1 1_" I ' i I % "0 HOLE FOR SEE DETAIL A ROOF SUPPORT 2 Y,s STEEL PLATE ``' S?LF—TAP SCREWS - R— Ys" 0 HOLE FOR 1„ 1„ I I 4 PLACES SELF -TAP SCREWS 24 32 2" ' 22„ SECTION E 4 PLACES SCALE: 3"=1'-0" BR -3 OUTSIDE FACE 24" 32" ROOF SUPPORT NAILERS INSIDE FACE TO BE FIELD ATTACHED rA SCALE: 3"=1'-0" BR -3 om 2'» 4 4 2x4 WOOD NAILER— SEE SHEET BR -5 ,----HSS ROOF SUPPORT 2x4 EDGE /---2 —20 WOOD--, WBOTTOM PLATE Q SEE SHEET BR -5 W m z 6x6x1 4 -- TOP CHORD SECTION N SCALE: 3"=1'-0" BR -3 HSS ROOF SUPPORT —2x4 WOOD NAILER SEE SHEET BR -5 — / 8 1/2" FROM FACE OF SUPPORT (TYP) 82 1/2"x4" ALL—THREAD @ 16" O.C. WITH NUT AND WASHER NOTE: THERE WILL BE 4 EACH BETWEEN EACH ROOF SUPPORT. SPACE AS SHOWN BELOW. ROOF —� SUPPORT ALL THREAD TYP. BOLTS (TYP) TY TOP CHORD C 81" 16" 16" ' 16" Z' N.T.S. TYP STUD SPACING ON TOP CHORD COVER FRAME ANCHORS ALL WOOD CONSTRUCTION TO BE PERFORMED BY FRAMING CONTRACTOR IN THE FIELD /R 441 /4" CAP PLATE Y. GRIND WELDS TO SMOOTH SURFACE 4x4x R00 SUPPORT ROOF SUPPORT CAP PLATE DETAIL c SCALE:3"=1'-0" BR -3 SAWCUT & REMOVE EXISTING ROCK FROM FACE OF WALL 16" FROM TOP SCALE: 3"=1'-0" LHS PLATE 1 /8" FOR TOP CHORD 1/8" FOR END OUTRIGGERS 1/8" FOR MIDDLE OUTRIGGERS D WELDS TO OTH SURFACE TYP. TOP CHORD & OUTRIGGER CAP PLATE DETAILD BR -3 ROOF SUPPORT — SCALE: 3"=1'-0" HSS 443/16" (AIC„—SAnI IT I I = LEAVE EXISTING ROCK ON EDGE OF WALL TOP — CHORD VERTICAL FENCE — DECORATIVE ARCH RUNNER FENCE FABRIC I,/ WEST END 8" 1_L_ VL I P11LJ 1 1 h R-3 R-4 BEARING ASSEMBLY & BEARING PLATES WOOD 2x4 TOP PLATE TO BE INSTALLED BY FRAMING CONTRACTOR IN FIELD ROOF SUPPORT NAILERS (FIELD ATTACH) SEE DETAIL E R-3 �--BOTTOM PLATE BOLT SEE DETAIL B R-3 1 "x1 4" STEEL STRAP WELD TO FENCE RUNNER BOTTOM CHORD DECK #KA TOP & BOTTOM CHORD ROCK REMOVAL DETAIL P CONNECTION DETAIL M NOT TO SCALE BR -3 SCALE: 3/"=1'-0" BR -3 h I LATERAL BRACE 0 0 I I 0 0 I BOTTOM CHORD COLUMN ------ �--DECORATIVE ARCH EXPANSION—--` _AN BEARING PLATE SEE DETAILS I A R-3 R— END OUTRIGGER ----- (A' EAST END 14" 9�„ 3„ 1 2» DECK BEAM 1"(TYP) 6"(TYP) 1 HSS 6x6x3 16 _ COLUMN �- (TYP POSITION FOR FIXED & E PLN ATES) II I`�P�rn, SIN 1Y HOLE I- PLACES I I I I I I (2 REQ'D) 10 FIXED BEARING PLATE H SCALE: 3"=1'-0" BR -3 14" 9i„ 3„ 11 SCALE: 11"=1I-011 CAL/COLUMN ENCE RUNNER 1x2x1 /8" (FLA ?"X2"XY4" WELI HIRE FABRIC 1 "x1 /4” STEEL STRAF i� FRONT VIEW L/V 111VJIVIV ("— BEARING PLATE SEE DETAILS I A FENCE DETAIL c SCALE: 3"=1'-0" BR -3 PROFILE CE RUNNER x1 /8" (FLAT) 4RIC 4" WELDED YP. OF DECK N � 1J/8"O x 1Y16" LONG SLOTTED HOLES, 4 PLACES 00 SEE DETAILK 13h —IN N I i I I I I I I I I (2 REQ'D) EXPANSION BEARING PLATE I SCALE: 3"=1'-0" BR -3 14" 1» 1» 7" 22 3" 12 4 R�EQ'D ( ) SETTING PLATE 1Y"O GROUT 0 0 HOLE, 1 PLACE SIN N �-3 z 0 I'l-) co 0- — w 8 rY W g„ g„ /0 "0 HOLE PLACES r -1N 04 W 4 R�EQ'D ( ) SETTING PLATE SCALE: 3"=1'-0" �-3 z 0 cn 0 m 11„ w 8 rY W g„ g„ 16 16 W W J W Q I— m N :-gyp 1 �— Z + aD o - -� - ` r'Ico SLOTTED HOLE DETAIL K SCALE: 1 "=1" �-3 10" "-3 16" C�iAMFER f (TYP.) 4 SS COVERPLATE 1 3/8"0 COUNTERSUNK BOLTS © 12" O.C. WITH SLEEVE ANCHOR COVERPLATE DETAIL KoL 3 SCALE: 3"=1'-0" BR -3 0 00 N W U a� . g (,> co L { U •o� �MQD QD U� 0)_. X m CT 0 C6 com � U e �: I ja I�( f I I ! i ° j a I I I 1 6 E �f fly l 1 jj{ . _ _ _ j 1 _ __ i Z I C� :Il [p p j� o> U'p o: o 0 m QcD o o W Om `z m 4 N ,� IY o Q GILL °p �- CD w z cc Q [f n W W O" < Y Q W n m L z w O Y Q W m U W U Q .J � m r r, E -q SHEET NO. no� h Q7. If; r 34'-6" t BEARING t BEARING DOUBLE 3/4" NUTS SNUG—TIGHTENED 2"x2%1/4" PLATE WITH 1316" EXPANSION BEARING I HOLE IN CENTER 1" 6� 1" PLATE 14x8x1$" - SEE DETAIL E --�SEE DETAIL I - -- LO1 -1 FIXED BEARING PLATE R-3 3/4" WASHER R-4 _ 14x8x1Y" SEE MAIL H � LEVELING NUT R-3 _ _ o w 3/4" HIGH STRENGTH, _ TYP. N o A490 BOLT w HSS 6x6x3/16 COLUMN (TYP)_`I' STANDARD BOLT HEAD TO BE PROVIDED ON ANCHOR BOLT ri ANCHOR BOLT DETAIL s CHECK FOR SQUARE SCALE: 1 1"=1'-0" BR -4 FIXED BEARING PLATE EXPANSION BEARING--\ PLATE 14x8x1" 14x8x1Y" SEE DETAIL SEE MAIL H -- T BRIDGE SUPPORT SEE DETAIL C -- BR -4 FIXED END (WEST END) PLAN VIEW EXPANSION END (EAST END) w fIr A HIL I^ utm mr-m unnr ABUTMENT PARAPET —EXISTING HOLLOW MASONRY UNITS GROUT FILL, 3000 PSI 21„ 4 11„ 8 ==iao - N 1316" HOLE ANCHOR BOLT WASHER DETAIL E SCALE: 3"=1'-0" 8R-4 +1 co BREAK OUT EXISTING WALLS IN BLOCKS TO MAKE ONE VOID (TYP.) EXIST REBAR (TYP.) FILL EMPTY CAVITY WITH GROUT BRIDGE SUPPORT c SCALE: 12"=1'-0" BR -4 VERTICAL BARS TIED TO OOPS FOR SPACING (TYP) 0 #3 HOOPS @ 6" AROUND BOLTS 3/4" ANCHOR BOLTS SEE DETAIL(—B BR —4 BEND EXIST REBAR OUT OF WAY TO MINIMIZE INTERFERENCE AS NEEDED &PS VERTICAL BARS TIED TO FOR SPACING (TYP) ABUTMENT CONNECTION D SCALE: 1 1"=1'-0" B�-4 PAINTING SPECIFCATION: BLAST CLEANING. A. Painted Steel All exposed surfaces of steel to be painted shall be blast cleaned in accordance with the appropriate section of Steel Structures Painting Council Surface Preparation Specificotions as recommended by the paint manufacturer. PAINTING. All exposed steel surfaces shall receive shop applied primer and finish coats. The paint system shall consist of the following: Primer: A two—component cross—linked or polyamide epoxy, such as ■ Carboline 893 Epoxy Primer As manufactured by the Carboline Company, 350 Hanley Industrial Court, St. Louis, MO 63144-1599 314-644-1000, or equal ■ Pitt Guard All Weather DTR Epoxy Primer As, manufactured by PPG Architectural Finishes, Inc., One PPG Place, Pittsburgh, PA 15272 800-441-9695, or equal Top Coat: A two—component aliphatic polyurethane, such as ■ Carbothane 133 HB As manufactured by the Carboline Company, 350 Hanley Industrial Court, St. Louis, MO 63144-1599 314-644-1000, or equal The primer and top coat shall be applied in accordance with and to the minimum dry film thickness listed in the paint manufacturer's recommendations. The top coat paint color shall be (green, specific color chip to be submitted by contractor for the approval of the owner). NOTE: Unless specified otherwise, connection faying surfaces and the interior faying surface of all structural tubing shall not be coated. A. Touch—up Paint A nominal quantity of touch—up paint will be provided to repair marred surfaces. Touch—up painting includes any and all painting required after the structure reaches the site, and is the responsibility of others. This painting shall include, but not be limited to, the following areas: 1. Any areas damaged due to shipping, handling, and erection of the bridge and components. 2. Bolt heads and exposed area of bolts and nuts as applicable. 3. Non—galvanized attachments or anchor bolts if not made of corrosion resistant steel. 4. If applicable, small areas (0" to 2" each side) around bolted field splices, designed as "slip critical", where one or all paint coats may be required to be left off the faying surfaces. B. Painter Qualifications All painters shall be certified by the appropriate paint manufacturer for proper handling, mixing, thinning (if required) and application of the paint system in accordance with the manufacturer's instructions. The painters shall also be certified by the Department of Transportation in the state in which the bridge is manufactured. 3 4 T\ /r\ r\ r•� A• I A ••�9 A /\ A A /� A T• A �JVrILL. I Z - I V tG i'. HSS 8x60316 �Q ow Co rJ Y m� w CDM LL_ 0 ' FABRI4C FENCEV iTll\L i U DECK SUPPORT WELDED WIRE FABRIC %"�x2Y" SHEAR STUDS 42" ALIGN TOP OF DECK BEAM C1NTER�ED OVER FLANGE 0 ._...i 6x6x2 GA. TOP OF CONCRETE DECK L 4x3x1 /4 (TYP) OF DECK BEAM WITH TOP OF BOTTOM CHORD Q W �j G- Q OC ri VERTICAL W Z TTRN W m Z W 0 J C/) 1= W W U c� U ICE m J - - - DECK BEAM - - - - / - - - - - - - LATERAL BRACING --L7� DECK STRUT � , RnTmM r.HnRn 3 4 T\ /r\ r\ r•� A• I A ••�9 A /\ A A /� A T• A �JVrILL. I Z - I V tG i'. HSS 8x60316 �Q ow Co rJ Y m� w CDM LL_ 0 SHEET NO. 1@ n r-1 `1.2 F_ U W 0 ._...i ® Q W �j LL Q OC ri C� W Z Q W m Z W 0 J C/) 1= W W U c� U ICE m J SHEET NO. 1@ n r-1 `1.2 m■ mm :m m. WE Im■ CRIPPLE—IN OVERHANG WITH 2x4'S @ 24" O.C. WITH 2x4'S @ 24" O.C. 16" O.C. PLACE '-" "'/"L_ OVER STUDSSCALE: 3/8"=1'-0" BR -5,/ nnnr Trn icicl STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING it) 9'- 5 75 0,0141p BRIDGE BRIDGE 1 FINISH BOX EAVES WITH CEILING WITH 3" SHIPLAP (TYP) T1-11 SIDING 5 8" BCX PLYWOOD (TYP) SHEATHING ON OUTSIDE FACE OF WALL CLOSE BOTTOM OF NAILERS WITH T1-11 SIDING (TYP) MIDSPAN BRIDGE SECTION E SCALE: 3/8"=1'-0" t-5 wj A TT A /%l 1 C RC1» mr%,,j mi \/titn In C`1 Ir A TI it 2x4 STUDS 16" O.C. DOUBLE 2x4 BOTTOM PLATE BOX UNDERSIDE OF OVERHANG WITH T1-11 SIDING Lilt u 10 v. V. Jtt UL I HIL A BR -6 DOUBLE 2x4 TOP PLATE ATTACH FRAMING TO ROOF USING BOTTOM SCALE: 3/8"=1'-0" BR -5 -ROOF SUPPORT BRIDGE ROOF WALL ELEVATION NAIL TOP PLATE TO TRUSS WITH 16d NAILS SEE DET R-3 EAVE SIDING NAILER STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS I SIDE TRIM PIECE (MIRROR -----_- FOR OPPOSITE SIDE) SEE DETAIL E BR -6 ATTACH 5/8" BCX PLYWOOD SHEATHING TO WALL CUT OUT FOR ROOF SUPPORT NAILERS AND EAVE SIDING NAILERS 1 5/8" BCX PLYWOOD SHEATHING ON ROOF (TYP) ENGINEERED TRUSS /CONTRACTOR TO PROVIDE STRUCTURAL CALCULATIONS, MEMBERS SHALL BE 2x4 MIN. (TYP) CRIPPLE -IN OVERHANG WITH 2x4'S @ 24" O.C. AT BOTH ENDS Q� DOUBLE 2x4 TOP PLATE (TYP) Q' EAVE SIDING NAILER (TYP) SEE DETAIL A 0� BR -6 2x4 KNEE BRACING (TYP) 12 SEE FASCIA DOUBLE 2x4 7.5 DETAIL G BOTTOM PLATE BR -5 (TYP) BRIDGE SECTION AT END K7 SCALE: 3/8"=1'-0" t-5 CRIPPLE—IN OVERHANG WITH 2x4'S @ 24" O.C. 2x4 EAVE CLOSURE 3/4"xZY" FASCIA BOARD BOX EAVES WITH 1%4Y" FASCIA BOARD 3" SHIPLAP FASCIA DETAIL c SCALE: 3/4"=1'-0" BR -5 9' -5 -1 -Lc " 5" SHIPLAP SIDING CREEK COLUMN TRIM PIECE SEE DETAIL D R-6 DECORATIVE STANDING SEAM STEEL ROOF SIGN 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S 12 SPECIFICATIONS 8 0� 3/4"x2Y" FASCIA BOARD 1%02" FASCIA BOARD MIDDLE 1T21M PIECE SEE DETAIL F BR - 11, -6" L 1,I2-816„T�'T� 18'-108" TYPICAL END ELEVATION /H1 SCALE: 3/8"=1'-0" g BRIDGE BRIDGE .1 2x2 WOOD TRIM 5/8" BCX PLYWOOD SHEATHING SHIPLAP - SEE DETAIL K �`� ' �' B'UTT TO TRIM PIECES PLATE BOLTS SCALE: 3 8"=1'-0" t-5 iI SEE DETAIL B _ / 2x4 STUD 5/8" BCX PLYWOOD CUT 2x2 TRIM TO R-3 _ SHEATHING- ; ; �, X 2x4 CUT TO 1.5"x2" 2x4 CUT TO 1.5"x2" CUT TO MATCH EAVE --------- -----------'y� MATCH EAVE TRIM PIECE SIDING NAILERF__ F- , 2x4, 7 LONG TO END CEILING NAILER ' � - - ' 2x4, 7" NAILER END EAVE SIDING NAILER `_'���, ' ,��' EAVE TRIM PIECE BR -5 � .�� L- J � 2LONG TOx4, 7" LONG ,'' I � � ��, ' STABILIZE NAILER SEE DETAIL R 6 � TO STABILIZE MIDDLE TRIM PIECE ' 2x4, 7" LONG TO I NAILER BOX EAVES WITH 3 IPLAP_ _' _ I SEE DETAIL F STABILIZE NAILER FINISH CEILING WITH BUTT TO SIDE TRIMPIECEBR-6H SIDE TRIM PIECE T1-11 SIDIN=G (TYP) 5/8" BCX PLYWOOD SEE DETAIL E SHEATHING 5/8" BCX PLYWOOD SHEATHING- 3/6" OR Y" THICK COLUMN TRIM PIECE END. CEILING NAILER SIDE, COLUMN & CUT TO ALLOW FOR Y2 REVEAL OF REDWOOD "BANDING", SEE DETAIL(__D_'°f SIDING NAIL » DETAIL A SEE DETAIL C MIDDLE TRIM PIECES MIDDLE TRIM PIECE BR -6 R-6 � � � � 1Y4 WIDE TO COVER END EAVE SIDING NAILER - - R-6 SECTION ATTACH T1-11 SIDING ON INSIDE OF EDGES OF SHEATHING SEE DETAIL B gR-5 BRIDGE WHERE SHEATHING IS EXPOSED AND SIDING BR -6 SCALE: 3/4"=1'-0" CUT TO MATCH SHEATHING EDGE ONTTHE ENDS OF THEEBRID E. IN THE END SHEATHING DETAIL i END TRIM DETAIL J BRIDGE ROOF ELEVATION SECTION D END NAILERS DETAIL K MIDDLE, THE CEILING IS ATTACHED �-5 SCALE: 3 8"-1'-0" gR-5 SCALE: 3 4"=1'-0" gR-5 DIRECTLY TO THE KNEE BRACING. SCALE: 3/8 =1-0SCALE: 3/8 =1 —0 /- / { 5 9 10 111 ? 2 1 3 14 5 �= 1 19 20 21 22 24 - �I -IT Tl_ II I m ] i o a) .0 0 1 I i-�� .T�4� Lo of co �imUl�o o ❑ c ICJ o �Z N � im .2 ED o 16 M d Q Q iQ C) iii U �❑ VJ J W O 0 Cc o6 LL cr D � d- O W W Cr m z rr LL W O Y I I w O U oC fr U W J C3' J_ o m ''~�►. 00 �-, s Sl t5 :S �i 4) Q� 1 SHEET NO. Onoo OF .1-203 6 0 cc a Z o L _U co -<� �-d 70 L � m @.c:�� CD N opM �,o N (2 Uc (2= T� -IT Tl_ II I m ] i o a) .0 0 1 I i-�� .T�4� Lo of co �imUl�o o ❑ c ICJ o �Z N � im .2 ED o 16 M d Q Q iQ C) iii U �❑ VJ J W O 0 Cc o6 LL cr D � d- O W W Cr m z rr LL W O Y I I w O U oC fr U W J C3' J_ o m ''~�►. 00 �-, s Sl t5 :S �i 4) Q� 1 SHEET NO. Onoo OF .1-203 6 mm mm NAILS ® 6" O.C., 2'-6" STAGGERED 51' 1" O 18.4° C D C' 0 r�100 o 0 1" CH FER r XI PROVIDE 3 NAILS INTO ROOF TRUSS FOR STABILITY it 2 3/4 ACX PLYWOOD �100 0 �N SHEETS GLUED FACE `N TO FACE (1-1/2" FINAL THICKNESS) 32» 3„ EAVE SIDING NAILER A SCALE: 1"=V-0" BR -6 6 1Y»x6" 16" ip 64" RED IOOD f-100 N 6" 1' COLUMN TRIM PIECEia� SCALE: 1 "=1'-0" B 3/4"x22" FASCIA BOARD 1"x42" FASCIA BOARD--,\_ BOX EAVES WITH T1-11 SIDING— BUTT UP AGAINST 2x2 - 2x2 TRIM 5" SHIPLAP SIDIN 2'-24„ 2 3/4" ACX PLYWOOD 2x4, 7" LONG TO STABLIZE NAILER SHEETS GLUED FACE 78 7" NAIL TO TRUSS ON INSIDE FACE OF TO FACE (1-1/2" NAILER (OPPOSITE THE SHEATHING) FINAL THICKNESS) .o NAILS @ 6" O.C. 1 _ ZO i� \ �N 0100 0 TRIM NAILER TO MATCH TO EAVE N � \ N — — — — — CENTER N 2 42 END EAVE SIDING NAILER s SCALE: 1 "=1'-0" BR -6 1105 "* 1Y»x3» RhWOOD L woo *LENGTH VARIES AS 1'-54" NEEDED SO THAT CENTER THE PIECE BUTTS TO 1'-108" THE 2x2 TRIM PIECE. SIDE TRIM PIECE E SCALE: 1"=1 y- 0 11 BR -6 N i N NAILS @ 6" O.C. ;4, 7" LONG TO STABILIZE NAILER SIL TO TRUSS ON INSIDE FACE OF FILER (OPPOSITE THE SHEATHING) ACX PLYWOOD GLUED FACE _ (1 - 1 /2" - ICKNESS) 13" 4 END EAVE CEILING NAILER(:c:) SCALE: GENERAL DOTES: 1. THE TRUSS SHALL BE ENGINEERED BY A TRUSS MANUFACTURER. CONTRACTOR SHALL PROVIDE STRUCTURAL CALCULATIONS. 1.A. LOADS REQUIRED SHALL BE: 1.A.A. ROOF DEAD LOAD 1.A.B. ROOF LIVE LOAD: 16 PSF (APPLIED UPON A HORIZONTAL PLANE) 1.A.C. WINDLOAD 1.A.C.A. HORIZONTAL: 11 PSF 1.A.C.B. VERTICAL (UPLIFT): 6 PSF 1.A.D. SEISMIC: 1.76 x BRIDGE DEAD LOAD 2. TRUSS SHOWN MAY NOT BE THE ACTUAL DESIGN. 2x4 TRUSS MEMBERS WERE ASSUMED. IF LARGER MEMBERS ARE REQUIRED, THE FASCIA DIMENSIONS SHALL BE ADJUSTED ACCORDINGLY. 3. ROOF SHEATHING SHALL BE BLOCKED. 4. WOOD PAINT SHALL CONFORM TO THE FOLLOWING SPECIFICATION: —CALTRANS STANDARD SPECIFICATIONS SECTION 59-4 "PAINTING TIMBER" AND 20-2.32 "PRIMERS AND PAINTS" AND THESE SPECIAL PROVISIONS. ALL PAINT AND PRIMER SHALL BE OF HIGHEST COMMERCIAL QUALITY AND OF CUSTOM COLORS AS SPECIFIED BY THE CITY. ALL PAINT SHALL BE LATEX AND ALL SIDING AND TRIM SHALL BE BRUSHED FOR THE FINAL COAT. —ALL JOINTS SHALL BE CAULKED WITH HIGH QUALITY PAINTABLE CAULKING. ALL GAPS SHALL BE UNIFORMLY FILLED. NAILS SHALL CQMPLY TO CALIFORNIA BUILDING CODE SECTION 2303.6. NAILING SHALL BE PER CALIFORNIA BUILDING CODE SECTION 2304.9 x-5/8" BCX PLYWOOD SHEATHING 3/4"x22" FASCIA BOARD 5/8" BCX PLYWOOD SHEATHING 1 "x42" FASCIA BOARD r - BOX EAVES WITH T1-11 SIDING- ROOF TRUSS BUTT UP AGAINST 2x2 2x4 OVERHANG CRIPPLING 2x4 OVERHANG CRIPPLING EAVE TRIM PIECE 2x4 CUT 7" LONG- NAIL TO ROOF 5/8" BCX PLYWOOD SHEATHING SEE DETAIL J TRUSS AND END EAVE SIDING BR -6 NAILER SIDE TRIM PIECE END EAVE SIDING NAILER SEE DETAIL E 5/8" BCX PLYWOOD SHEATHING BR -6 BRIDGE ROOF SECTION c BRIDGE -ROOF EAVE SECTION /"�H SCALE: 3/4"=1'-0" BR -6 SCALE: 3/4"=1'-0" ROOF TRUSS MEMBERS BOX OVERHANG WITH T1-11 SIDING DOUBLE 2x4 2x2 TRIM TOP PLATE END EAVE SIDING NAILER SEE DETAIL A 2x4 WALL STUD R-6 5" SHIPLAP SIDING SIDE TRIM PIECE -------'-20 CUT TO 1.5"x2" SEE DETAIL E BR -6 DOUBLE 2x4 BOTTOM PLATE COLUMN TRIM PIECE SEE DETAIL D R-6 TOP CHORD OFi••4 1•• BRIDGE TRUSS 2$ 32 10 1�1 12 13 1,4 8 1 1'-0 L", 25„ 16 11„ 16 2 N r7 CUT MATCH SIDE TRIM PIECE SEE DETAIL E BR -6 12"x3" REDWOOD EAVE TRIM PIECEK07� SCALE: 1 "=1'-0" Bt 2C N W U U_ Emco co oQco U CO -eco Y � •� c0 m (D �co� ��� co cp cp @ W _ oco T >:�i U�= rt P11__ m i I� ' I o li i�j o _ _k 4- —o u— s' i# i ii ti i LL m O r �ICD OD mg�pi.. Q CID o I� m a to v iLL 0 10 U 4 w I- W O n 0- 06 w � � LL ry- D U) < O W W �W � m rr LL J LL O LL �= w 0 U UOC —i (!) (!) Lr m r & ej too, ,4 s �00 V SHEET NO. IBLKi[300 OF �JI-�o3 6 3�0 - ASPHALT CONCRETE SPECIFICATION: GENERAL NOTES: ____� :2 2 ; it l: 8 I ! I ,�y I i I I I I ; ; % ; I � V� I , ! �; I I I I 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF I t I I t� i ASPHALT CONCRETE (TYPE 'B'). Asphalt concrete shall be Type A (modified) for all arterial and collector streets and ! � t i � � : � � iI i i� i - Z ; I I I � I � � Z! I L � t I I I I----,- I -, - -,---, - _____ -- - ___ � -- _ - __ 41,_-- ! -----I----]- - - - 1, - - -, - -_ - -- - - __L_ - - -I-, - ,,,--- - - - -.,--. - � _ -- - - _., .J ____ CONSTRUCTION. "I'll'Is�.-��'ll-�,-"�"I-IF",,-""�-,�-"�l',�,�ll"-� � -_ Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard "I�,T"-�"I"�""I",�"""�,,�,-"�'I","�,,��'it - ___________� ------------------------------------------------------------------------- - ____ -1 ____ I I ______ - - - _ - 7777-7 t _ ,�, I ------- -I---------------------- --f-,-,7 _ , � i��� .. 1*1 � � �, 4/ � � - � L I - - ------- --- �.___,G , �_ - �� _-, �� :1 '. _: �71:__._ I-.-- ;� �31L�321 -"-��-1,�,,�"I--,-,"",-,�1,11;11��-Il,'�zl-""",��I -------------------- --G ------------ --- � -------- - - ��_ �_.__ ------ G_ �__ ----- - �_ ------ �_. _ � .GL . �_ -_ - - - - =--: " ,,-,,,,��-"""�""",��,�""�-��,I ------------------- I ---------------------------------------------- � ------------ ------------------------------------------------ I --- - -------------------- � ------- I ------ - - - I _fA&r---., � -�--77_ -----_-7--- 1, - �� -7-- -1- I_- - -,---,- � 7 ,7 1 , I - 11 11 ", , 1,� - , --- I I " I _ � - � , ` � � _77 ____�_ _ 7 _777_e � �,-,,T'�) � � 11 _7 7� �3 7� , -1 -11 - , � �_ _ 71�,, 1, _71,1, `1`5_ � __ �t: _ I , , ", - - ______,��,_ I , � , _77 71 I -1". �1111 , '�,_,, I - , '- Ff -1 .--��"- -; , , - - F Specifications and these special provisions. #7- 1 "',�,"",�,",";� I I Iii , _ ,_.__,_ , '. " " - ,�,, 1,71,1� _" "Z-7, " -7,", , _1� , � I I I— - , . - , '�,_ _ "111,11' --- , I ��_ � __ "--",",,��""-�,�,�"I",�', - , - - , 11 I I ��,,` , " �1'11" - , 11 �i_',4 - - I t "'1, I , _�,�__ � ,7% "" , 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES , , - _1 - - � 11 �. .;- - -__,_ , _�� �L _1 L_�,f" _.i - _�.'11- �, ' "'j"_� - , , - , � �, , " 1-1 , " �Ii � �_ -1 , - "", , - V� -, `- , -2 � -7 " , A - -STSTFEET i - __ - - - � � , I 'e-, - , -1-11--, 9_ , , ", , - �-.,,,-,�',,�'�,'��,--,,,�,�--,',, i 1 lts�: -f, .- f(":-,_11__: _'. "", '!1`14'11 ,, - " � � � - 11 12 i" �,_,: "',,�',',,:',,, 4-i- ; � , - , , , �,� " -, , - " - , - I , " t , - _ �N _-,��-, ,���,,,,-".-""-,�ll-'--,-.",�--'. , 3 4 , � , , iL - � - - - ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL __ � .:��, , , , ,,, - I �� -�' � -., , - _s � - '1-1-1 .1,"",-, - ,,,,-,,,,,,,,,,,,,, I - , - - � � - -.---- -- ____i_ - - -_ - - - - - +_ - - - - - - - __+ - _____ - -_ -- -_ -_ -, I i,-�j , - I 1-11 , , ", " 1- ,� t�t,�' 1, 11 - " ,+�!,- ,,,-, I-, � t- 1, I � ,,� �_' , , , -1 I ,,,� _ , 1, - , � , J, �, " Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) , Z',�", �' - � Z 11- � - I I - I �� , , - I � " Z I I - � I - ,- DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND - _ I: � 1_� I ` � �-,`,, , - I 1`11 __ - � - - - _____ _��, � - - 11 I �� " - ,-�� ,,� ---,� ,�,�,,:_, 1Z , ,,,, ", � "I', " -1 �11 "'I �;, " I I—, -1 -E �_,_, __ �,__ ---- - -,,, ,4 -4," 1 -2, � -, , !�L� �,-,,�,�111 -V 11 : I � _"_,�_, - - ��__, ", -1 _14 - _SEE_SF_ ET P �: �, � 11 -, - 11 _! I �:" -,-- a __ 1* __1 , , I I ,� ,�,_ , , ��, - , ," _'_ , , I I - � - , I , , , ,7 � , I " ,� 7 -2.02, "Aggregate," of the Standard Specifications for UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE ,'�_,, "� ,��Y`_�,,��_�'11 ,:�- -,. _D----D----0----D----0- - - - I n '. ;� I � I �, 1' - 11 � - N -,-- --#,,, _-� _ , 't �! , asphalt concrete shall conform to the requirements of Section 39 � ,"T �, � �",,: " I V�� " � ,�"_ , , , I I I � - I , - , :, �1, � i I X - r- ___ I �,,� : 'L �'! _; - ____ ------F- - � ___ C111 r, ___ i __ _____ ------- � - . __ - ___ _;;,-+ I �� - - ------- -__1_____ - � - - - - ___-___1 .-._1 I I _.. 1. - -11 , ___ ----- _= - -------- 11 - ------------ -------------------------------------- - - I I � '' - -------- - � - ��H - __r___ - -OH- - - , , � ��, OH- - 1 3/4" maximum, medium grading. FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 1�� " 1, ,I I 7 �;�CL�t - - 1��_--.:_� --------- :L� -�� - ----- -- � - �_OH �__ - -__-13`1--� ) J I - 1:_1 � , , � , " , �� - - - -z- � 11 _ I I , "I'', - -_ _ " ,_� - I I " , I , - " \, - - - , - I I I -1 I - -1 �� 1-11 ! ii; k 1 I I , , EXACTLY LOCATE, PRESERVE AND PROTECT - - __ ___ ____ , �,� "��,,,�, � - �' �,�_, �;,,, :,�,_ : , � 11 .- 1,, ,� T_ A_ � � ___ - _ -, � A - ,��-_- � � � � ,,, � _ __ 4 , , _', 7�� 1`1,`11__-"11 I 0"`�__ - � OCCASIONED BY HIS FAILURE TO E �-:`A, -,-- --,- `�� - - - -,-:,I - __________/_�_ - - - --7---- - - - 1* ___ - � , ,, - ,, , 11,__�,,, " � I ��--l",�,-"'�I'll,"�,� __-,-_'z- _;'� "" i J � ) - � __ - - " , - � - 0 11 a - / � ! !11 , _,-, � "� , ,, �,;;_�"-, ,� " - I I I i ! 11 � I I ��, � � I -1, I -- 9 I I i - - I I . 1 _/ V ,� "�, - � I 1, / J , I Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. � ; 11! C_�141� � , ': , - , lzl , - ,,,,-,- -:, _ �� -, ` - I \ I, � ;r.1 / ,,� 1\� I " - -11 I 1-_.:" _ I I � : - I - I ; ; ( I I I lit , -, � " � �� I M I �, I � � I � I � ;: �, - , I ____�' 1, . - 1__L �, - i, ! I i � : -- I . : �, I - , I - ,� " I )-- I directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded I i i; i 1_111'� "I I I �, \ � 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE � �! I ; 1--, , ; ill, / , " I � Ii i - ., i�, ,�,�,-!,4'_�,_ i, / I , / -1 I I I 1;�T�;e __ I I I -_ .� - ; 'I, asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for ! 1; !� ! i , " i, , , "�51� __ �_,__ - I � " I � _ � - I i , 1, /�_ "" � -Z4 - -_ ��j , BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. I ;: � I t I \� - , , , _�, , ,_� S'.11 , " - 11 . 1� i: ! ; - , 41,y�', �% � - , _ - - - � � - - �\ I ., I � - I "I 11 '1Z � I I \/1 I � �! I . - �__, t Q_ Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. 3 � I I - I -_� I T"'� -",;� j " . ) I! j I I I I I� - - �j -. -�', , , -- I �I�,l - ; ? i; 11 I I "I . , / � � � - ! __ " __ n -`_ , � J I . � 7 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS ; I! � I Ai / I �� i !, ,; I r � I I � ! I - � �Oi_ - 1:1�. I I � I . ;I - I , , . 1 � I .1 i I ,:__ I - _� - - ") - , _ 'I The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. I .1 l - ��, -, : , - - ,�� :� ! 11 - , I � i i � I 1 1-1 C ,� I :; I I i , ) , I �-_'A I �Ir. , , , �,_W � - I accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of ; !; I i I , 1'�,f I I 11 :11 � 1, I ' i �, , " _ � I � : / I 6 . ! I I , _�_) A VIN , �_ -1 ,� � 1� 1� I � i I � � �' , � 1 � � '�', � � ! ! i 3 P� >_\ I " �' � � 1 , � ,P I : ! t � I - ,�� ,/ ! / � -, ,,, I asphalt binder shall be approved by the Engineer. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE t� i ; fi "_ - I :; :z i / I I I ; _11�0�`! / 1; \� , � � /I 1, � ;� � 1, / I � \� _4_1 I ��, -1 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ; i I :1 1 1 6" SECE - I ___;, - At least 14 days prior to the start of work, the Contractor shall submit the following for the Engineer's review and CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS ------------ ---- - - W �_ =� 1 I -- I I ", / I : _( � I � - � �' -�� _A� I / , 7 , r - �� approval: AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND . ;i; , -_ I -- � -,,,, _4 � 11 , . I ,� f;� ,Vl I I . : 1 -- _:_ , "I _____ _. 11- - 1-________"" I I: 1 1 1 �, I - i 11�� - 11 / , " :I � 4 ! � � / 7 1 1 / 4 I : �� I /' � I I I 10 . � -,, �,,- -w - � � � ; I ___ I _ I - I 1� i! I _7 NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR ! i :! I !: : I ,--, � �, , I I ;; I ;! I - � �t a. A list of aggregate and asphalt sources. ; I! I 1! � � � � , __ - I , " _1-1 : - 1� , SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ! I I ,3: 1 -,-,, \ � t - __ . i,_, 1� I �� it 1; --- ,;� � b. Documentation verifying that the aggregates to be incorporated in the work conform to the requirements � I 1: � , I lt��,2 I I , / ;! I 1�__ __ I �-,-,,� , , 1� �' __ I I - .- I ��� i 1; - - 7 : 4 " C11- HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION l i : I �' !I 1 1 of Section 39-2-02, "Aggregate," of the Standard Specifications and these special provisions. Material sieve analysis and \ WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE ,I I - - - - / I 7,-_--��1 I y �� I I; amu.' , - I , , , , i 1 � ! I- ; ,,, % f : , I 11 % , , ,� I / , I 1 : A\-, , - ,*� P. -,Z �/ I -, - - , - - " - ( 71, �� I �T �l I _, -__� - � - sand equivalent test results should not be older than six (6) months. All other test results should not be older than one I �i i I - __O.,�__ - -` " '� �. - � "__� � ,-" , I _�� .� - , , - I I , , , LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE I "I,,---- �,, �,�, 1,,� -�! , , / ! , I " ;i I I .1 � �tl �11, ,, , , / I ; , I I - " - 1� � i'�: �� - , � I �11, / / I i t , - ��, , �,,�,- ,,- �, -,", "� - , �4 0 � ---7 / , � I I ! i ; J i 7,_ !�� \\, I - , , / // ...... , (1) year. ENGINEER. 7 ! � & , " );1 ,�-;,-�,,-�_,_ ,,';, � , 11 I -', �_l I �, �, � � I - I " ,,-,,- , � I I !� I ti! h - - - . I - I It !: , �/ \ \ 1i � %;, I t,", _.V�.". I ___ ,_Z�, �� � / / - -I. - i ,� I ., " ��, , :., ) - - � ! ;i � ! " �! , , ___ " , _ I / � 7 11 -,�,_ I , _c � ��L ,., , ,1_ , " C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results W I !� - - �_ "I-,,,,,,' - I �_ I I / r I , I/r,,', , � - - I � � 1; 1 ! I � ,�, ,�� / ; X , ; � ��' I 11 , It -1 i I ," � 1�1 �, -1-:1 ;11 * \ I 1 � I ; !� I �_ . I 'k � If �Z i I I _ on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF i � ti M I 1! I >_ � - ,�, " -, / 1 � I i / r11 i ! ! � - I 11 I � I _ � i 51, 1 7 I �' , �� ; !,� ,' t ! : ; �__ ! ! I ; // �11 design mixture as determined by ASTM D-2041. The asphalt concrete mix shall meet the requirements of Section BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF � 1; H I- r� - /', �' �1, I �-111, /' V i � I ----- I , , "`f;., � /I I , , I J� � �, I - , I / , 71 /�// 0 zi;t i � i � / / " j" I / �� - , 1, �U ��,� It , 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the TRANSPORTATION, STANDARD SPECIFICATIONS. � 11 U) 1 1 ! " - __ , I'- � � � ; ; I ii� , � � . !i 1 I ,/1 //" � - f� , // I �� - - - � ;I ,zi, ! i: = !! � , -w- _W_ 0(/ i J/ U, - , / , � - � I � , I _�, , , /� I 11 1� cc - 8"Cl / , I - , " , --- - - __ ---.-- - ------ 1, = I i J,-�� ---w 1\-w -_ � � / - n 4, 1 materials are substantially the same as when the design was prepared, the design may be up to three (3) years old. The IF I I: . ; .-i � -W . I,_ I I �1' J �____________ ------------ ____�_ - , � I I - Developer shall bear all costs associated with the asphalt concrete mix design. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY __ 1- -1- 1_1_-_ .- __,_,_,_ , I . :;6_]k��_ ---- ---- �._ _,__ - ,,�, - ___ __ I-,-,--,-- ... -, I I _� ---- ILI �11147____ - �_11 W I I : - - --,----"--, - I - � - , I _4 -W- -w- - - W, - _R41 I!, � \1!1, - ,�! � - - __ -------- I " - 7' CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS i ;1 1 1 -1 - I � I 11 --- :___�� I L, i �1 ! ! I I - .-----,7,-- __7__ ._ \.t" I ,,, , ___2, � ,-, , I _�--_ - - � - - - , , - I � - I - - NOTICE. (661) 326-3049 � I i i I \J 1) � -Ar : ��, : I � I I , � - --- / /I --- , / / I �// 11 - / I I / I � . � / I '- , __ -_ - - - -, . a- ,-, /1�� I .1, _TA_7� 17'11_�i lz- G_ _1�1 f', 2f,-, -�,-,-�-�--l�-.-----------.----.- - I � I I I - - -1 ��,A_1_ - , ---- I I " I � I'. , - I , f C t;--- �ii ,, � I 14--_ , -, 7- - -, -� �-: � 's, "' I " ., �' �Z_IMA_ �, - 1, , r , I - IF , = . - �, , -- I I _� I -- - I " " , " i�, I ,,�Z � " " , �_ , , � � , � - - - � , _��, , I � � , .1 - f i V, - " - "' I , 11 I I - I �,, - t� VF_ Z:� - / " � � � 7/11 h1l �11 I , 1 - , I � I "� - I'll � _� I- I �_ � --- I- _--.,- 7 - _1 1 � I— � I,- - - V-1,111- - � �,_ (-> , I ___: - - -11- ___ � F I ,�_�_, Lx � , , I ,� __g , - I � , � � , " A'k��_ 1��_ ` � 'I- _/ , �� ,.( - I 0�,' L QREi_�XPOND / , " I --- ��, � ANCOJ;�.�*_ RK , , , Y � 1 - ,\ H' , , ,� �f -_ , - �. /,"_"_:_ ,,/, 1� I ,_-1 \ �- / III - - '---,,,- ,_� 1 �, 14, , ) _,� -, I ) I I 'E, : � � ", � - , - , i I /X� 1� !/ 5 Z / I � ',� �,. -3 I I , __1/ , '�__ 1� �Ii (-- , , \ , I— it I ___ " I - if�, __ - 1; \1 " - I I � I I I , 11, ; , - _. - - 1 � I 1/1 jl,� I � I,/ I -, - I � & �"�__ � , % _-� �,�,, � �) T, I 1 �c - - � I -711-- ,�. �� 4\,�,, ��,,l � 1�� V ),_-i, � , " I ��,�X___ _,,�� '' I __�\ -, I � , tt� ��, (,- \,,,,- - Z:� - / " � � � 7/11 h1l �11 I , , �, - -� _'� , , - 11 } I I - �,_ (-> , I , ) 0*1,1�7;,11 , �, 11 I ,� __g , - I � , � � , " A'k��_ 1��_ ` � 'I- _/ , �� ,.( - I 0�,' L QREi_�XPOND / , " I 1 / I , ��, � ANCOJ;�.�*_ RK / / , ", � IMPR&VEMENTS 1 * r..._ 8.cl W217/`11 �11_11 C1 -1- /____ ___ 1 I - ,_ , ,�, 0 >___� I , i -i \1 � Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw 1i , � -,, i �,� �\- i" -,i � % ,,�,�" - � 7/ / - i 11 7: _�� I .- - ___ - - _ .-,- - _____,_____J 1; 1 1 1 1 1 ,,,�_ J, -1 I , /," : :! - -----W-- I I � � W ,_e �� / / � !ri 4 - , - I 11 \� I cut.WARNING/REGULATORY 1! I 1 I h I'll _ , 1. I � / - , , ; I 11 , . I � I - - - ,� C - - - - i : � � I I � , - ,*- � UA� I C , I , - G �, /11 �� - G_ � , 4�� 11. -_ 8. WARN IN G/REGU LATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON I ;� i I-- G __- G --- G. __ - __ , - --/-, ___,;� I / , �I � , & I 11 - I -- /I -,---/ � I -:----- ___ �7_1 iN )-�, -T-�+ - t - -7 _T_ - - __T ,I __ - � _�_ I __ - _T:::4. - - - . � __ _ -+_ - ,I - / - � �� - I --- - POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY :-.--,-,,---I--- -,- � - �_ I --- �, - � � I // Ic / , , � I �71 i 1; 1 � I �._- I'll, -1'71�� � I ,/ / _', --- t',_ ". �� i :! ) I�°�I � - , - �� - 4-, ;�:_ " - . I �, � , �,:, < �'� A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt concrete; t ;_� / / _i_" " * I., , . OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED il / I / F � . ,74,�,, / / j,.� - 1�/ -f � , , � 5, - - -- - --- T -- ----. - � --.--.- _____ ___ - �1 � I I ,' V: � , �� �, / // ',� � , I ,/ � - � - 11 ; I // - I I it i IP I I � /Y, _- 2 �� i " 1�1_ however, all other requirements of Section 39-4.01, "Sub rade the Standard Specifications shall be met. WITHIN SIDEWALK 6" FROM BACK. I � I 1, _.�� r, -'- , " I � ; \ , I � "I I t� Til, / - I; H; " _�_';�j�,-.'�' // I . 2- - I I ;� � - , / , I I i (��tLll \ ��_ � - __-� � I I I :1 I � I : 4 �,� - `� I I -1 - / I 7-�, , _<:_ I - " / r - )�- I � � 11 : I �,(, , ,- , ; // , � , -f' � / j, I -1 I /I ! , _5 . , � ,� . H -, � -,-_ - - , � ", I ,/ � 1--- 1� . �, I -, � � � I _/ - / � I I I i:��_� ,�b I I! I !!; I i _e�l I 11 I ,� 1,7 1 - I , _�l -, ,� "' \ � , / / I - � 1, , '\"/ r I , I � I -,- -1 " � / / ! , - , , I-- - I- , i �� !, � � � :,iO :� I—, � a I I ; I ! I - � I � - � "I -71, � The area to which paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking 9. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF � / I I ;! it ! � _,� . '11� - � --,-, � I � I : / � ;! I ! '� .1, , � - � // 1�` �1� I I ,; H . 0 "' � ; - I '� " , , �, � / / , , �� ", - �� �1 '117, BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING I ,� � ( 1� 1; , , I I , - / � - -:� ,,, �,, � " I I � i , , � :'11,7 / ", � I I � , E i ; , - � I / 11 �_ � � � � 1! I i 1'_�,O , -` J � - �.,, - ,:., � i � _ I I � , � / � �,, �, I I binder material onto the existing pavement surface beyond the limits of construction. _1D -,-- , I , 11 - -OF-WAY. SECURITY i, I -_��, I', - I // I - -� ; I - � - // // ) - 11� � I PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT I 11 , , - *_: ". - " I ,_ " - �" � � : � I 1� I 0111"J�,� �"7 // "'; �", I ,, I / � // " - I -,: � � �r � _. ( ��Ii I/ it ; 1 '4 ,�,, -,, e� I -1 � 1� ,- � ;� I �!: . I � , " I /I I ` , - ,) 3: :� BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED � 1� �� jt , I - - � I - 1 �J � '/ I / ',1 - , %I ---/ , "/ � ,,!'� ,,, __ � I � ltj_� k -1 I , / , , , I Paving joints shall match stripe locations unless otherwise permitted by the Engineer. :� � ; ""W" \ "�� �� $-`,,� , 9 I , k" !V \ q� � " I - I / - 1, / WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED � t, I �� � I �, - __ 1�1 I ,,�< -",. ,.,- 1:��' I " I � : � -0,_ I , , - 11 / W� 11 I I 1� , - I I I'll I \ , �__ .1 - W - I : I!! 1 f� I ll! W__ IN � I -_ - ��/ .,/ -_ I � : ! I ,a- � " �� -_ I �, exist �7"X/ / 1�j I I PRIOR TO ISSUANCE OF THE PERMIT. I 1� ;� i -W r-114, 4 � ii I ;! !��% !P � �, / i I I/ 1\ � � 15- . ,,� -c>- I � � , , I ; ; I - "i ,I - - ''I , ., . / ; / I - I � I , / Y/, 1: Jl ,> , R I ; 1 3 - --, / ,7 ; I � I I I Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be I i; ; : I 111-1 , H I . I--- - 11 . - , 5, � �____ I �x -- �>-,- - I , ^I- . �, 11 I � , , t /' /� /4 - / placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand i � � I I A I I " ,-/ I '� I r 1� ': I , � , IJ A � / I �i� , / � / 1 0. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT . i I � � I AC i V!N�i � � ,�� - , __ // , "I '- �_\ -- - , _i �, ; I I - - - - - - -1 - "., - I �,, I . Q _� , , � .I i 1� 1 1 , - � , � I / / / ,� - - - i , 11 � - �, I I / I _�r / - raked, if necessary, and compacted to form smooth, tapered connections, EDITION, APPLY TO THESE PLANS: ___ - - ------- - ___ - __ ___ -1 - 11i I ;. � t � 11 _�r / / �� / � I' i 1 � - - , ii; I ______� - _�,�, i_ / 1, I ,i'__ Q , 6"Cl IN - '�11 � �! 1 �_ � ----" �4 11 __ i I I - " I � , 1 6"Cl 1 1 1 1 b � � - � a ,,,,=+=.___�__ I � v T I - _-7- - IN I � � i - IN - IN , , I � 11 ___ __Z - ____ I , _/_� , � ; : 4- �� _�i�_ -i- __ I - , - ,i,,,� ". , 1,/ Y�" 1� , 11 , , ;, � ---�:� . __-, . , I" � I i t ! I , X,4 , � ti 4, ST -1 CURB AND GUTTER TYPES "A'& "B" ____1 -11 - ______ I __ " - __ -11 1"; � �: i I I 1� r",2 1, I - ' " / '_ , ------ I � _�,__� IA- / ; % 11 I ' 9 - I � -1 I - Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted i �! ! i ! � I r� , (:� I I � � , - , , : ;! i !�; (_ -�\"- � . _ ._ � 1 A-2- : in such a manner that, at the end of each work shift, the length of pavement along the longitudinal drop-off between ST -3 SIDEWALK I I I I ___ / ,I-- l\ I I � i !; i �i: ! 1,� �,/ I \ I 1 1-4 1 \ // / I : I 'i 11 , � / � - - A / �, p �11_ , " "" �, - ,-f �' I �� � I - _ ; I I ) , - >- ��, - _t_, � I I ,� ,; _ � , I : I I� I �i! ! I,/ 1_' � ,� Y) I ., I " ST -2 COMMERCIAL DRIVEWAY I I . 1. ,-� - , i I adjacent lanes is not greater than that which can be surfaced during the following shift of normal paving operations. I � �,: _ -Y'- )--,,��,,� " " �,' ; I :� ! 1I � i �,>_'!_ I � '1�1e� I �\i -, 1, I I ,I I , ------- <11 I � I ,_1 I I I � .. Il 1 1 � - � I i I 1� I �_\__/ -_ ,�/ \ , , �,, / " I , I � I CALTRANS STD RSP A88A CASE A & C I ;� � � I ,.�. " 1, � IE �,�� / -1 Additional asphalt concrete shall be placed along the transverse drop-off on each lane. Such additional asphalt f � tt I! i I I � 11 ZI :-[- - )"� C� " ! � E _iR L) I ! I - k � . i I "I I � VA �NG POOL 1 V* ,--. ST -6 PAVEMENT PATCHES I ;! I � I - I � I., . - , � / I - .111 1- I I concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. � ` y; ;i I \ , I i 1 i !I: 1 1 i 1 � � I I I I i, ii : 11 �_ , / " � I / , I ST -9 STREET SPECIFICATIONS ; ; I t ;; : I _,;," ,--- I I :� . I i 1! ! , ,�, I /1, � I , ! e �; i , , - Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the ! I I i I �, I'll, I ", -, ��, t 11 f � 11 I I ST -1 0 STREET CROSS SECTIONS . � :� I: 1 1 i 1. 1,,,,� 1, , I -, �, - I . I / i z it I !� l I . � ,,,,, �____ ,,� I 'I, � ------ < � /I / 11, " �r I i I , � I ; .. - , conforms when paving operations resume. I � � 11 � I I ""� I zE � ST -13 SURVEY MONUMENT I i ��: � : __�i ��_/ 1� I I _1 � �; i,,,- "2,-- �� 11 I I - !/ , I ! I I I� N � , / - I �� I ---- � -----I SW -4 TYPE "A" MANHOLE ; li � i I - I / " � � E � i M r - / / o I !: %� I - ! i, I /__V___11 I I I' i - Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be SW -5 FRAMES & COVERS FOR MANHOLES I � :: :� ! i ;�_1�2, " I 11 / !X i ; 11 I � :f �� ! I T. / �Z i! � I 1, 11 / '! I I � � I : �� : ___, " 11 " ! "/Obiv- _ -, " I I! i I - , conducted in such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way D-14 CATCH. BASIN TYPE "A' � I / i T� 0 -1 I I , � / I I; I I I '_ , -11 A -_ - .- - - / " I ! H , �-.----------------------L------ - __ - - _,�t - ,-, . __ - -,-- - -,-,- - - ___ __ - __ _____ 7- �_ __ �__:__: Z___ , , , - ----,-,- I __ �:__ ___ - __ -:7- ,,I _��,��, �,� I , M, --------J , 1-1 - - I -,--;: - , -_t before the lanes are opened to public traffic. At the end of each work shift, the distance between the ends of a layer of ,,P7�- - - - - -- ------ I--------- I-"- I - I , . I ,� I - __�� �___ ____ __ -ET -_ -_ - � - I ,, _11 - 7 � � , , t , , ...... - 11, - : i,� - "I __________ ____ _�@Uk V_ - - - - I - � - � -1, I � - 1-1, � , , -� 1 -4 _�_ - - " I � _-, , D-1 6 GUTTER DEPRESSIONS ___ - - __ I __ - _ - -111- . I _17 � - - I - :::- - - _� --- 11-7 - - - - --- - - - I _ I--:-_-- - -, -- � I �_ = . -11 __---r� __ �;:;ZZ asphalt concrete on adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along T-1 STANDARD STREET SIGN(POST TYPE) I - - - - - =:-----------:-:----,---_z_-__--_-_--_-:-:":-:---._--_-_ -____ ----------- :::__:___:_____,:_Z:_:_: ------ :_,:__:_:_� L-_---: --- :_:tA ____ - * 4- 1 1�� - � ,�,- - : � I -1 __ I I I - 7 - I � _: -i - ___ __ __�___, - - __ __: - � __- -�__ ==M_Jt:, ---- --- --- : � ------- :_z::__ _:__---. - _T_ _T_ - _T_ _7_ Z� � � 1, I , - , I - , - - ,_ t,, "" I � I , "I , , , 1� ": � , 1 , � - - �' " , " , �, , ", I 11� - .7-1 I :_�� I _ - - I - --' -,-, ,,---, �,,,`--,�` -- �- -; -, - I , ,� - � . I I I � � 1'�� �, '� � ,-, 1, I I . j��' , � " -,, , , , 1 -7-7, '� " ,-,:, ... ��� __ �.' ,-, -, T-1 9 MISCELLANEOUS SIGN 11, �� �11 7 7 i , , 7 the transverse drop-offs on each lane and along the longitudinal drop-offs between adjacent lanes. Such additional � , -,,-,,,,,, i �, ,,,�-,"_-,��, -,---"-"�,,-,�11 I 11 , , � I ", --1 12` -"I"',- - - I �,�,", __ . ..... - �, - �_ - , ", �, o,& i , - - , - - " I '' , - , - i �, , , -- , � _, -1 - " � - �-- , - '�'1111 I ,I 1 15 ,�, � 1, -"-"-, , � - � , --- , , '' - -- _� " , <1 ! � ,,,, �� i 5,� , �_ � �� ,T , 9 10 11 1 STH STREET 13�"I'��ll-�---�-�,--,,,.--,,,,�.'�,�,,,�,,��,,, � �,,,� 11 , ,; I I'� , , ", � z I , � � 17 18 , " ,�;�, �� � ,;;;, ., � , � _ _ � '� -1- I- __ _ -, __ - - - __ - ____ - - - - � - - ___ - __ - - - , , i _-, 1-,' ___�11 , __ -.1 --.-- - ,�: , _ - - -1- �2� _ /_ __ -I- - __ _____ - - " -1 - ----------- , �_ I - a i �', ��61, -, , �' �, - __ - - [-- 4 � _ � I . ) - - ,_� ,, " --"l , � -1 I,"" 111�1t� I I I , � , i"- , , 6,", �_�,�J,,�J>, � 4`1-1n," " i as concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to I - - _ - __ - -, I __ � e - - - __ - 1-1 ''I", -I I 1, ` -, ", , �� , , , �� P , , ; '' - , , , �� 0 - - - I S�E_SHEETP-_3_ - - '' - - - - � - - 1 1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET - - �� - ----r : - i I public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal I �C'-,'',''',''',�; ,,, 1, THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2) CONFORMING TO I I - - " � n, -, " Al . � - I 11-�+,� -, � �� - 1�1 e,� � -, tt:= " ,�," � 'I', , 1-1 I "* I I � __1 I—- - . � - � , � � --- I I ..- __�_C_ 1�4____, - -1 - -1 � , � , "", _ ", � _4 --- I - - -----::-- - ------- :----- - ---------- I I \ �. -11 , " -,,,, . .--- -:-__-_:- _=Zz: ------ =__-� -------------- :-------------- -:-- --- -- -_ _ -: .--::---------- I - _:-__-,, -, - --- ----- : _ of the conforms when paving operations resume. - 3__ ------ : __ , - ____ __:__,_:--:=_-_--_-: ---------- := ------- ------------------------- ___ :.: - - _:_ � , \ , / , , , I �i " " I 11 - - -,:- -_ , , - -,:: I I ------ �T ---- ---------- ------- � _�_�� ri" I - - �7:0�7 I- -, - I/ - *-- �__ ,.- ,�� �, -------- i� -------------- SECTION 26 OF STATE STANDARD SPECIFICATIONS, LATEST EDITION; " , '. I " , , ;! !! _U � I , ,,, 1, � _�_ _lL ------------------ :--.---:::--":- _: � _- _-_ - - -_ ---: _ , ______ . , i I i __ , - - __... 11 - *_ t �2 __ __ - ` _j i -_ - -,- - - �. __ I'-- --,-- - - _ � ; 0 / . � � � 1 1 1 � f � ! 1 7- - - T_ - - - - - - - - __ - - __ : ; � - -:--- - � - - - . - , - HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE i '' . 1! I- -----�------------!----- ____ -:--.7:: __ - �__��_/_ - _,� � 1 ;, � ; il ; i ; i � Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by � I; I �__ � r � MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED I i I I ; : ! � !l 1. - ;� I �� i ! i / � I - I � 51 W / ASTM D-2041. In-place density shall be determined in accordance with California Test 375. MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE � I! I! ; I ! LJJ � ; i i i � ! i lww_�_ ___� , � : i I I / I ! ! � . i , i [f I / , I ; �� ! !� I I i I � I I : I / I :1 I �: I I . I I ,.,�, , 1 / // // r � I ! ! I ! I /I Z I i I ; [-- \ I ), ! I ; , � If the in-place density of any lot of asphalt concrete is less than 92 percent or greater than 94 percent of the maximum * I ;� I !; � I i ; * I I I I �l ! I ", !: . U) I / / I . �� i � ; i it � < I '�". , theoretical density, the contractor will be advised that the required relative compaction is not being attained and that the �� i ;; I I i- = � / ;/1 �,Z_'._ � � � . ..... . C, - - - -, I - i ! 5! �! i ! ;, , 1"'�,- , -- - -, , _-, / � i I ! la- co I / / , , - � � I 1 ; I ILI - _n I EL 3 1 i i; '! // - I � F � � : - -:, PA R C-, I � ; 1 ; ,/ , � f, � �_ i � materials or procedures or both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue I n � ; ! ta = / ,/ Y/ ?� - -_ I / 'O I ;, � I I ! ,-A, ?/ I I 11 I . until the Contractor has notified the City Engineer of the adjustment that will be made in order to meet the required - I 1�� . I I I 11 compaction. If any successive test after notice is given does not meet the specified range, the asphalt concrete BENCHMARK KEY MAP: represented by that lot shall be removed and replaced with material that meets the in-place density requirements. - SCALE: V=60' 1 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90% or more AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM than 96%, the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the I I QUANTITIES: in-place density requirement. The corrective work shall be at the Developer's expense. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within BEARING BASIS 964 LF TYPE "All & 111311 CURB & GUTTER - 439 LF 6" & 8" CURBING tolerance by either: (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY 2614 SF 4" THICK STANDARD SIDEWALK placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be at I I - INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH 707 TON TYPE "B" ASPHALT CONCRETE the Developer's expense. I LINE BEARS NORTH 8901218" WEST. 922 SF HANDICAP RAMPS _ If abrasive grinding is used to bring the finished surface to specified surface tolerances, additional grinding shall be I . LIST OF DRAWINGS 616 CY CLASS 2 AGGREGATE BASE J �_ performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset . - 1 EA MONUMENT ENCASEMENTS from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the SHEET P-1 COVER AND TITLE SHEET pavement centerline. All ground areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding � shall conform to the requirements in the first paragraph and the last four paragraphs of Section 42-2.02, "Construction," , SHEET P-2 21 ST STREET PLANS of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Developer's SHEET P-3 19TH STREET PLANS " expense. The fog seal coat shall be either asphalt rejuvenating agent or asphaltic emulsion as directed by the Engineer. ! - , � I � Ml� - .. �: 7, -`17" SHEET P-4 STREET CROSS-SECTION �--�IC-1-7in��-l�� ; 1 , " , PM: . I "�,."� ____4___i_____ ___ I------ . 11 ,�� � I I � I- �.. " I 1� I . 3 RDM i I � I I'll, .�,,,.,�, .�.,. SHEET NO. ___ I I __ -------I- ___ i i -4 I ], 11 - � rV0.XU1V4 PM 11 I i -1 i riv 46 W. - -1-----T------- i I , mill crol-4 CITY OF BAKERSFIELD I RDM/SCB ,r_______ - - __�__ 11 � �, ',;Xp� "�I-.& I ___4_______ I I 4L % I f,11'," - --"----I ______,____f_______ - I 1� I 1, i 11 ** �� � - Aut6cu��flfi_ i i i I . , I . I I � I . '11, 1� i / - - . 41 , .1 I T I 1 ______7_,______1 --------- _____ ---------,---- ----,- ____ - , I-, - " \ " � / COB07005PPI � ---------+- 19, -00 MILL CREEK LINEAR PARK PROJECT I - ! �; �__ "I _i�cml_ , _,,,, __ I Civil E ,V,�� ____ -els-_ I He No: __ __ - - - i --.--- i 1._____________________-1-:�-- I Li F : i I I ,__,_� I il __ " I �: - IM! OF - . 1�� - 1.1r, I -------- ___� ___ , ffgineering, Inc. � ;� Cd I--+- ---------------------- ___ --- I" _i-- 1 10 S. Montclair St. Ste. 104, Bakersfield, CA 93309 k-cr*e 1\ \ *** C0607005 I � ! , ! \ -------- _________ ____ I �� ---'-- Phone 661-836-9834 FAX 661-836-9761 1-/4- d ! ___________4 - ,' �_ & Life as it should b STREET IMPROVEMENT PLANS _Ua_te_:__ ! I � I 4 - --__�_ i i Richard D. Meyer RCE 28104 - � 1-16-08 - -----�---------------4-- Date 'I.)03 C>_ i Rev. No. 1 Date Revision Description ; Approved By 4 1 I __J � � � I t ! I i - ,�r 1�1 11 6 i �) 1� A 41 A -7 4 ICi 1'n i'l 19 1,-4 14 I s I V � 7 Is I 1h 9� �1 �2 ;�.14 �4 1 " 7 -�:tl: �q ,io I , I I E. = R v_' T-9 Dn-,l E W k Q! CURVE DAT! D=89'58'53' R=15.00' L=23.56' T=15.00' SCALE VERTICAL: 1"=4' HORIZONTAL: 1"=40' 412 410 408 406 404 402 400 398 396 394 _moi, �, - SCALE: 1"=40' PLAN - 21 st STREET LO LO 0 to CONSTRUCT SPECIAL PEDESTRIAN CROSSING SEE DRAWING PX -1 r_ �I IN ..P O L (p M! Q st 6" CURB u NO _ 6" 6" TO $" CURB T CURB CURB HEIGHf M 1p U 00 I � W a+o 00 CONSTRUCT SIDEWALK PER CITY STD. ST -3 W J W WHEELCHAIR RAMP PER CALTRANS OCONSTRUCT Q W H z s COMMERCIAL DRIVE APPROACH OCONSTRUCT PER CITY STD. ST -2 IL 17 16 VARY HEIGHT 6" TO 8" PER PROFILE i I O t9 _d � - �_ .a.. �! W W> J J W I Z 1L tS� Cn ^ i Q +_...._.... U � ¢ :^ ^� - -) - ----- - f - - - - - -- 13H W O (J6 + Y m W W Q1 d OF UTILITIES ao 19 20 $Up pi ? __ c> - - m t0A j r- (n LLJ rn r cV O (� W fY - w 9 U h- d w cV d' + a r i CIRCLE CULVERTS AND CONCRETnNLETS --) --- -- - ----- --- --- s -- -- 6f --- - -- ------ --- ---- I - - - -- -m---- a ----- N- Of Q -- --- F- V)404 - -- - - -- �_ c _���. ACTUAL MPH DESIGNATION. 18 SPEED BUMP ADVANCE WARNING MARKINGS SEE DETAIL A -3 , 9 4 M 21 st STREET NORTH FLOWLINE 8" TO 6" CURB HEIGHt SCALE VERTICAL: 1"=4' HORIZONTAL: 1"=40' 23.56 23.57' 412 _,__ _ N r7 I M �0 CV ! 1 N O I } N ? C) d- C:) d0' 410 - _. �I 6" CURB u NO _ 6" 6" TO $" CURB T CURB CURB HEIGHf M 1p i 408 406 _ I � W F— W 00 CONSTRUCT SIDEWALK PER CITY STD. ST -3 W J W WHEELCHAIR RAMP PER CALTRANS OCONSTRUCT STD. PLAN RSP A88A CASE A s COMMERCIAL DRIVE APPROACH OCONSTRUCT PER CITY STD. ST -2 CURBING PER CITY STD. ST -18 OCONSTRUCT VARY HEIGHT 6" TO 8" PER PROFILE I O t9 _d � - �_ .a.. �! W W> J J W I Z 1L tS� Cn ^ i Q +_...._.... U � ¢ :^ ^� - -) - ----- - f - - - - - -- Y Q uj m W O (J6 + Y m W W Q1 d OF UTILITIES W YLCQ W m W Q U Of m W �' c� $Up pi ? __ c> - - m t0A j r- (n LLJ rn r cV O (� W fY - w m U h- d w cV d' + a r i CIRCLE CULVERTS AND CONCRETnNLETS --) --- -- - ----- --- --- -- -- -- -- ----- --- - -- ------ --- ---- I - - - -- -m---- a ----- N- Of Q -- --- F- V)404 - -- - - -- �_ c _���. 402 400 398 396 394 All 21 st STREET SOUTH FLOWLINE 8" TO 6" 1_ 6" _ NO 6' 6" TO 8" CURB HEIGHT CURB �T CURB ..r CURB CURB HEIGHY 4 ? 1 fi 77 1£8 19 €7 21 22 23 2'4 00 w i ITEMS OF CONSTRUCTION Item No. Item Description TYPE "A" CURB AND GUTTER PER OCONSTRUCT CITY STANDARD ST -1 00 CONSTRUCT SIDEWALK PER CITY STD. ST -3 WHEELCHAIR RAMP PER CALTRANS OCONSTRUCT STD. PLAN RSP A88A CASE A CE � COMMERCIAL DRIVE APPROACH OCONSTRUCT PER CITY STD. ST -2 CURBING PER CITY STD. ST -18 OCONSTRUCT VARY HEIGHT 6" TO 8" PER PROFILE TYPE "A" CATCH BASIN PER CITY OCONSTRUCT STD. D-14 OCALTRANS CONSTRUCT TYPE GDO DRAIN INLET PER STD. PLAN D74B VERIFY CLEARANCE OF UTILITIES W MONUMENT ENCASEMENT PER CITY OINSTALL STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS 21 st STREET SOUTH FLOWLINE 8" TO 6" 1_ 6" _ NO 6' 6" TO 8" CURB HEIGHT CURB �T CURB ..r CURB CURB HEIGHY 4 ? 1 fi 77 1£8 19 €7 21 22 23 2'4 00 w i ITEMS OF CONSTRUCTION Item No. Item Description TYPE "A" CURB AND GUTTER PER OCONSTRUCT CITY STANDARD ST -1 2O CONSTRUCT SIDEWALK PER CITY STD. ST -3 WHEELCHAIR RAMP PER CALTRANS OCONSTRUCT STD. PLAN RSP A88A CASE A CE � COMMERCIAL DRIVE APPROACH OCONSTRUCT PER CITY STD. ST -2 CURBING PER CITY STD. ST -18 OCONSTRUCT VARY HEIGHT 6" TO 8" PER PROFILE TYPE "A" CATCH BASIN PER CITY OCONSTRUCT STD. D-14 OCALTRANS CONSTRUCT TYPE GDO DRAIN INLET PER STD. PLAN D74B VERIFY CLEARANCE OF UTILITIES W MONUMENT ENCASEMENT PER CITY OINSTALL STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS REMOVE AND DISPOSE OF EXISTING PART 10 CIRCLE CULVERTS AND CONCRETnNLETS REMOVE EXISTING SECOND LANE STRIPING 11 (UNION AVE. TO "0" ST.) <8>INSTALL NO PARKING SIGN PER CITY STD. T-19 U PROVIDE LANE TAPER LINE PER CALTRANS STD. 13 DETAIL 38A U CONSTRUCT GUTTER DEPRESSION PER CITY <8> STD. D-16 5 <8> CONSTRUCT 6' WIDE GUTTER PER CITY STD. S-7 6 <s> INSTALL SPEED BUMP SIGN PER CITY STD. W17-1 17 INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25 MPH). FIELD TEST FOR DRIVABILITY PRIOR TO ACTUAL MPH DESIGNATION. 18 SPEED BUMP ADVANCE WARNING MARKINGS SEE DETAIL A -3 to N W U T N e � b co L U 4M r tD CM 0) U75- CO °J � CO $— u mx{_ • ca Em 9- 65 �WNM Q co _ ar : } C)LLJ ! } m N 9 in f-_-_ __ _ __�__ ___ ___ ___.�_._-_ ___®__ _ __ ��Ll _ _ =SII t d1 ----------- • • r � �i �a, o s II • � ♦ ''�ii .1 � • � � tib t d' s NLLul t17\1LIJ - -_- ---------- i14"E 17 18 ------------------------------.--------�------______------- i � -- L-------------------------------------------------------------- ----------------------------------------------------------------------------------------------------- - 41' ► i I I I � ' ©�t/ CR �Ln c' N z oM L3.5 1T=1. W u) � C07 ' Z_ F _ W N ;O,` - �' j O ,Or) F- ; tJ� O € f1 �& C?O W€ +�C-t, U +€ WOO. F_ Ih`�� MM ,/ X00 Zs � Ua #�+ / ! O j I r}� i`� ;.. % " i O00 I- M m M (n t� I Z �� (�j ' % "=a ? i Q '� / / d+ ° A5 d+ Z ! U { tt ic) } s LIJr m O ►- + �F i"1 Vie` L o n d ' y �� CO U)€ C.7 O E- i A Z I M� Z_ EO i `� f (�- CL } . ,' 1 A 1 l C� g U Cn " V j J €+ i �Q i / �' ��e #R Q W � � � � W N j � tl Z- Ol H- S# } M eQl / �- f-, . Ll Ui Q ZU v(n J i d V), O Q r t SCALE: 1"=40' , E f Q Inl � l ¢ V)) ° a) I { SCALE VERTICAL: 1"--4' HORIZONTAL: 1"=40' 412 410 408 406 404 402 400 398 396 ____392 39 38 Q sN i / CONSTRUCT SPECIAL PEDESTRIAN CROSSING + SEE DRAWING PX -1 PLAN - 19th STREET., ��4i 2 Item No. Item Description O n t -� C) € ..._. OO NEW GUTTER FLOWLINE OR B TTOM OF i CURBLO 1 U € O OCONSTRUCT PER PROFILE s s W IM. �J /• r �v ------ ILD N O w J j W CA s R FLOWLINE OR BOTTOM 0 CURB I { a <8>REMOVE CONCRETE INLETS � .�. N ( W _ U6 w m +O' M 2 <8> i 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A W Cq 04 W M CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 I Y; 00Lj Ld W'LO O�- I i W J i E i INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25MPH). FIELD 00 TEST FOR DRIVABILITY PRIOR TO ACTUAL MPH DESINATION. m +Oi m +O sr ; LO st LO 17 ul O' H JI W H I 0 In W CD Cn L4 i -------- -------o. co CONSTRUCT ALLEY TYPE CROSS GUTTER AND HANDICAP RAMPS PER COB STD. ST -7 �Q `� O r7 +� J m W I +O D[ �> M d Cr_I Q W W I I j w 0 O j C9 Cn S=O. 3q ro_� _ C) 1 a I U d mI+O F- LIJ S w 1¢-J! FQJ C9 N W I O NIS = CD __ 'M - IOJ j ttf� i C� - 1 _ __ _ o $ - E M '— -------- - M ' a o iz Il -� j W ;W W ' EXIST.', FLOWLINE __GRA v~i w S=03% j + I,_ i W 4 -- 0 ------- , W J Iw J E _ I co N `r M N Q fM7 C I M oXIST._ lll 1 J W } i —1_ _____-L11.. W _ ...e._._ �..�. FLOWLINE___.r i GRADE I W I W W I . W f J W w EXIST. SAT&T MA601_E . I z I INVERT i � I 5x8 BOX CULVERT! 394: 30i Ir _ ry j� � s pp a I u_ al o Y JL_ j qi o `6 'E OF ARROW cc , M 6 L---- PING o C)o ° ; T � I sf CC i ii it � INVERT 5x8 BOX CULVER ELV394.27 cc . I II I, h n II I H II s 12 SCALE VERTICAL: 1"=4' HORIZONTAL: 1"=40' 412 410 408 406 404 402 400 398 396 39 39 FJ i 1T •� 8" TO 6" 6" NO 6" 6" TO 8" URB HEIGH CURB CURB CURB URB HEIGH 5 EL. 384.20 19th STREET NORTH FLOWLINE 2URB Item No. Item Description O n t U C) € ..._. OO OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 I Q CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" OCONSTRUCT PER PROFILE s s TYPE "A" CATCH BASIN PER CITY STD. D-14 �J /• r �v ------ ILD N O w J j W NEW GU R FLOWLINE OR BOTTOM 0 CURB I { a <8>REMOVE CONCRETE INLETS <8>REMOVE EXISTING SECOND LANE STRIPING 2 <8> i 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A W Cq 04 W M CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 I CONSTRUCT 6' WIDE CROSS GUTTER PER CITY STD. ST -7 0 W J i E i INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25MPH). FIELD w Y 00 Ip Q1 O TEST FOR DRIVABILITY PRIOR TO ACTUAL MPH DESINATION. m +Oi m +O sr ; LO st SPEED BUMP ADVANCE WARNING MARKINGS 17 SEE DETAIL q 18 CONSTRUCT ALLEY TYPE CROSS GUTTER AND HANDICAP RAMPS PER COB STD. ST -7 �Q `� Ci J i 75 w 0 ( I U d mI+O ILJi¢� e d OI > w 1¢-J! FQJ C9 N W I O NIS CD W - €uj Q IQ w �I v~i w S=03% j + I,_ i W 4 -- 0 ------- In W --+—.'a—[..-- — — S Ln I p O � O I ...._..�... � � _..._.—,....... t ------------ O -__— O ------- �' ...�"._ - ------ co N `r M N Q fM7 C I M oXIST._ lll 1 J W } i —1_ _____-L11.. W _ ...e._._ �..�. FLOWLINE___.r i GRADE I W I W W I . W f J W w ! z I Ir _ ry j� � s pp a I u_ al o m �:o o± Zm qi o `6 'E OF ARROW cc , M 6 PING o C)o ° ; T � I i ii it � INVERT 5x8 BOX CULVER ELV394.27 . I II I, h n II I H II s II JL_J� _._ 8" TO 6" 6" -- NO 6" 6" TO 8i CURB I CURB I URB HEIGH HEIGRY CURB 12 13 5 14 5 19th STREET SOUTH FLOWLINE V j`u 1 i 2 13 11 1 0 V J to* ITEMS OF CONSTRUCTION Item No. Item Description O n t U C) € 0 OO OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 I Q CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" OCONSTRUCT PER PROFILE OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 �J /• r �v ------ ILD N O w J j W O$ W OSAWCUT AND MATCH EXISTING ITEMS W I { a <8>REMOVE CONCRETE INLETS <8>REMOVE EXISTING SECOND LANE STRIPING 2 <8> i 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A i CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 5 <8> CONSTRUCT 6' WIDE CROSS GUTTER PER CITY STD. ST -7 16 INTSTALL SPEED BUMP SIGN PER CITY STD. W17-1 i E i INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25MPH). FIELD 17 to* ITEMS OF CONSTRUCTION Item No. Item Description TYPE "A" CURB AND GUTTER PER CITY STANDARD OCONSTRUCT ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 ° CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" OCONSTRUCT PER PROFILE OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 LL TYPE GDO DRAIN INLET PER CALTRANS STD. PLAN OCONSTRUCT D74B VERIFY CLEARANCE OF UTILITIES O$ INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS W AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND <8>REMOVE CONCRETE INLETS <8>REMOVE EXISTING SECOND LANE STRIPING 2 <8> INSTALL NO PARKING SIGN PER CITY STD. T-19 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A 4 <8> CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 5 <8> CONSTRUCT 6' WIDE CROSS GUTTER PER CITY STD. ST -7 16 INTSTALL SPEED BUMP SIGN PER CITY STD. W17-1 INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25MPH). FIELD 17 TEST FOR DRIVABILITY PRIOR TO ACTUAL MPH DESINATION. U U SPEED BUMP ADVANCE WARNING MARKINGS 17 SEE DETAIL q 18 CONSTRUCT ALLEY TYPE CROSS GUTTER AND HANDICAP RAMPS PER COB STD. ST -7 �Q T v� 0 IAN PLAZA I ADVANCE MARKINGS AT rK,_� PEDESTRIAN PLAZA NOT TO SCALE �-3 7./. a03 o co W U T 0 U Ir Vol �M,6 — Q co _0 OP �- Lu Z6 37) (0 O � Y W L � Nm Cr Q ° a) Q .C: u. co co 0500 Y W`° U M op LL — O ZO s 0 Q U �0 W W T W QCC Q W � .a IAN PLAZA I ADVANCE MARKINGS AT rK,_� PEDESTRIAN PLAZA NOT TO SCALE �-3 7./. a03 U Lu O � T Cr Z ° i Q LU Y Q LL CE s Q 0— W W T W QCC Q W � .a z U)LL YCU) �Cn Cn Lu Lu W = U U U v rn �Q T '0 J i 75 w 0 5 { Cf) €uj o i a i t j � Ir Z C. ro ! z Ir u_ al o m �:o o± Zm qi o `6 'E OF ARROW cc , M 6 PING o C)o ° ; T IAN PLAZA I ADVANCE MARKINGS AT rK,_� PEDESTRIAN PLAZA NOT TO SCALE �-3 7./. a03 SHEET NO. P00 OF 4 U Lu O � Cr Z ° Q LU Y —� LL CE IL 0— W W T W QCC Q W � m z U)LL YCU) Lu W = U U � T J 75 SHEET NO. P00 OF 4 14.25' 1 1 CONSTRUCT SIDEWALK ' PER CITY STD. ST -3, WIDTH PER PLAN VIEW 1 1 I 2% =g` J i I 1 1 I _ 1 1 s -I W1 27.00' 27.00' SECTION — 19TH & 21 ST STREETS SCALE: V=5' 5' 2/ � Max Sidewalk x ===1�0% CSI En�_ 4'-Mi A Min o c ---See Notes See Note 7 �_— \ �Q 2% v Sidewalkx °X 10 and 11 Front o c See Notes See 10 and 11 Note 7 N Q /\\ Front Di/ T edge of Ds1dewaIk, sidewalk Max at Curb °oo°0000 000000 000000 000000 o °0°00°0 000000 °00000 000000 10% Mr at Curb ===1�0% CSI En�_ 4'-Mi A Min CASE A \ �Q 2% yA1 Sidewalkx °X o c See Notes See 10 and 11 Note 7 N Q 8.33%0000000000 Front Di/ T edge of Ds1dewaIk, .A, P-4 2% 14.25' Retaining curb if N W U T 0 U ! 1 cr o co co U OW .L Y Uy os W �J W 0 �28 J.>Cd ID �CL -� • Di I� ;_ - 3 y � im OL i i � 3 I � y i 0 3 i � { f i 1 C z I 1 , 'm a Retaining curb necessary at edge b L a l o if necessary at of sidewalk 5 q o 5'-0" edge of sidewalk a 5'-0' 0.45" o; Q m �o v #o o m �r Mln 8,33% 2% Max 8.33% Sidewalk Maxa - Max Q C g - N ° � Q N1:8, See c = Note 7 10% Max at curb Top Dia —L Cr 3 I 0 C5 ui a a Q U ;ii URD Base D lll_a roj aewalk RAISED TRUNCATED DOME _NOTES. LU 0000 x0080 Front Front edge r Note 7 1. As site conditions dictate, Case A through Case G curb romps may be 0000 0000 o000"C7 0000 edge of of sidewalk \See Notes used for corner installations similar to thnse shown in Detail A and Q EE 0000 0000 sidewalk Detail B. The case of curb romps used in Detail A do not have to be 0000 0 0 10 and 11 C 0000 000 o LL hU_ A (�_ the some. Case A through Case G curb romps also may be used at mid block locations, as site conditions diciote. W y 10% Max A B See Notes at curb A 2. If distance from curb to back of sidewalk 's too short to aSidewalk 2% CLL Cc D 10 (and 11 accommodate ramp and 4'-0" platform (landing) as shown in Case A, U) Q V J � ax 2% Sidewalk the sidewalk may be depressed longitudinally as in Cose B, or C or CASE B See b c X Front edge o c °X may be widened as in Case D. � a- r^ Note 7 c° of sidewalk See _ X V� /J� v Note 7 d N 10% Max 3. When ramp is located in center of curb return, crosswalk O V J A - = of curb configuration must be similar to that shown for Detail B. Q 6"v Front 0) r� LL) 2% Typ 6" \ edge of 4. As site conditions dictate, the retaining cub Side and the flared � W Sidewalk - r sidewalk side of the ase ramp shall be constructed in reversed position. I See m U L axX Note 7 c 00 000 °0000 Retaining +- oTYG O 0000 000000 0000°00 000000 5. If located on a curve, the sides of the ramp need not be parallel, 111 N a° 0000\ 000000 C L oo M oo0000 _ 180.0.R oo,(, x 0000 Curb (both o 0 0000, 000000 but the minimum width of the ramp shall be 4'-0". 00 0000 0000 X 0000 \ / 10% Max — 00°" ° 0000 s i qeS of 4 0000" ° 0000 y 0000" 0000 at curb D 000004 ramp) 0000 0000 6. Side slope of ramp f l ares vary un i form l y from a maxi mum of 10% at m W W 000 0 0000 000000 �_ 0000 0000 0 0000" 000° 0000 10% Max 0000 0oo0oo 000000 Gt Curb 000000 - 000000 Min CSI En�_ 4'-Mi 2% Max Si 000000000 8.33%0000000000 8.33% 0000000000 000o000000 0000000o x °0000°0°0 000000000 000000Eg J Max Max X So000000 ° 000000 �.>o X e a 00000°00 00000000 000000a) 000000Ja0 a N 0000000° °0°0°000°o°o°oe 000000000 °0°0°0°0°00DOO N 00000000 n, 00000000 0000000000 0oc0)o O OOOCO00 O 0000�:>O SeP Top Dia —L Cr 3 I 0 C5 ui a a Q U ;ii URD Base D lll_a roj aewalk RAISED TRUNCATED DOME _NOTES. LU 0000 x0080 Front Front edge r Note 7 1. As site conditions dictate, Case A through Case G curb romps may be 0000 0000 o000"C7 0000 edge of of sidewalk \See Notes used for corner installations similar to thnse shown in Detail A and Q EE 0000 0000 sidewalk Detail B. The case of curb romps used in Detail A do not have to be 0000 0 0 10 and 11 C 0000 000 o LL hU_ A (�_ the some. Case A through Case G curb romps also may be used at mid block locations, as site conditions diciote. W y 10% Max A B See Notes at curb A 2. If distance from curb to back of sidewalk 's too short to aSidewalk 2% CLL Cc D 10 (and 11 accommodate ramp and 4'-0" platform (landing) as shown in Case A, U) Q V J � ax 2% Sidewalk the sidewalk may be depressed longitudinally as in Cose B, or C or CASE B See b c X Front edge o c °X may be widened as in Case D. � a- r^ Note 7 c° of sidewalk See _ X V� /J� v Note 7 d N 10% Max 3. When ramp is located in center of curb return, crosswalk O V J A - = of curb configuration must be similar to that shown for Detail B. Q 6"v Front 0) r� LL) 2% Typ 6" \ edge of 4. As site conditions dictate, the retaining cub Side and the flared � W Sidewalk - r sidewalk side of the ase ramp shall be constructed in reversed position. I See m U L axX Note 7 c 00 000 °0000 Retaining +- oTYG O 0000 000000 0000°00 000000 5. If located on a curve, the sides of the ramp need not be parallel, 111 N a° 0000\ 000000 C L oo M oo0000 _ 180.0.R oo,(, x 0000 Curb (both o 0 0000, 000000 but the minimum width of the ramp shall be 4'-0". 00 0000 0000 X 0000 \ / 10% Max — 00°" ° 0000 s i qeS of 4 0000" ° 0000 y 0000" 0000 at curb D 000004 ramp) 0000 0000 6. Side slope of ramp f l ares vary un i form l y from a maxi mum of 10% at m W W 000 0 0000 000000 �_ 0000 0000 0 Side CASE D 0000 000 0 10% Max 000000 °0000 curb to conform with longitudinal Sidewalk slope adjacent to top of LU Wm at curb the ramp, except in Case C and Case F. cc_ i 4'-0" Minicc ■- See Notes Retaining 4'-0" Min See Notes 1G 7 The curb ramp shall be outlined, as shown, with a 1'-0" wide t — Front } 10 and 11 Curb - 000000C and 1i U 0000 000000 -�J bardP.r Wlth �' grOOVP.S approximately �" On center. See !^ 0000 00000 edge of A CD 0000" x° 0000 sidewalk grooving detail. 1� J 0000 0000 CASE F Y 0000"' °°° CASE G 0000 � 00 0000 00 000 000°8'0 000 0o Retaining 8. Transitions from ramps and landing to walks, gutters or streets 0 000 00 000 0o Curb (both See Note 4 shall be flush and free of abrupt changes. I sides of 4'-0" -- See Notes 10 ramp} Gutter 9. Maximum slopes of adjoining gutters, the road surface immediately D Mrn and11 flowline Top of romp 4'-0" Min adjacent to the curb ramp or accessible route shall not exceed M 6' Rounded !� I� 5 percent within 4'-0" of the top and bottcn of the curb romp. Typ See Note 9 CASE E _�----�2� Mnx - 10. Curb ramps shall have a detectable warning Surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning r Where a flared side occurs SECTION A -A Surfaces shall conform to the details on th's plan and the D requirements in the Special Provisions. provide 2'-0" straight curb z 11. The edge of the detectable warning surface nearest the street' 0� Guttershall be between 6'' and 8" from the gutter flowline. flowline Retaining curb if necessary*00Top of romp " � 12. Sidewalk and ramp thickness, "T", shall be :�" minimum. T 4'-0" Min1� t+ ECR I Roundad 13, Utility pull boxes, monholes, vaults and all other utility facilities y #' a D within the boundaries of the curb romp will be relocated or QO > adjusted to grade by the owner pr or to, or in conjunction with, O <\° ° X8.33% Max 2% Max curb romp construction. <a See Note 9 SECTION B -B 0 0 � 14. For retrofit conditions, removal and replacement of curb apron Sidewalk\o< san, Depress entire sidewalk s required will be at the Contractor's option, unless otherwise showon F� rolect Ions ✓ide urb DETAIL A TYPICAL TWO—RAMP CORNER INSTALLATION See Note 1 E! 7 10 11 1. t 3 114 tb 136 1 etaining curb if 1.67" to 2.35" o necessary Center to L Gutter center spacing -/0 D L flow] ine F`� %0, D O(O0 BCR 2% Max RAISED TRUNCATED DOME PATTERN (IN-LINE) Se 9 SECTION C -C Approximately %" DETECTABLE WARNING SURFACE See Note 10 Crosswalk if provided Limit cf pay \� STATE OF CALIFORNIA y 4'-0" Mir. ° °' ��f +��+ ° DEPARTMENT OF TRANSPORTATION i5 DETAIL B See Rounded � � ° CURB RAMP DETAILS TYPICAL ONE—RAMP Note 14 GROOVING •DETAIL NO SCALE SHEET NO. CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A pm(t See Notes 1 and 3 Note 9 RETROEIT DETAIL DATED MAY 1, 2006- PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006. Existing curb and sidewalk-- REVISED STANDARD PLAN RSP A88A OF D 3 4 8-3-06 1 g 20 21 )2 21.8. 24 M 2,r,, = i 29 3D 0000" 000° 0000 10% Max 0000 0oo0oo 000000 Gt Curb 000000 - 000000 X 0000,0 ° 0000 P o n t i n 0000 0000 10% Max area , 000000 000000 000000 at curb 000000 CSI En�_ 4'-Mi Side CASE D 0000 000 0 10% Max 000000 °0000 curb to conform with longitudinal Sidewalk slope adjacent to top of LU Wm at curb the ramp, except in Case C and Case F. cc_ i 4'-0" Minicc ■- See Notes Retaining 4'-0" Min See Notes 1G 7 The curb ramp shall be outlined, as shown, with a 1'-0" wide t — Front } 10 and 11 Curb - 000000C and 1i U 0000 000000 -�J bardP.r Wlth �' grOOVP.S approximately �" On center. See !^ 0000 00000 edge of A CD 0000" x° 0000 sidewalk grooving detail. 1� J 0000 0000 CASE F Y 0000"' °°° CASE G 0000 � 00 0000 00 000 000°8'0 000 0o Retaining 8. Transitions from ramps and landing to walks, gutters or streets 0 000 00 000 0o Curb (both See Note 4 shall be flush and free of abrupt changes. I sides of 4'-0" -- See Notes 10 ramp} Gutter 9. Maximum slopes of adjoining gutters, the road surface immediately D Mrn and11 flowline Top of romp 4'-0" Min adjacent to the curb ramp or accessible route shall not exceed M 6' Rounded !� I� 5 percent within 4'-0" of the top and bottcn of the curb romp. Typ See Note 9 CASE E _�----�2� Mnx - 10. Curb ramps shall have a detectable warning Surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning r Where a flared side occurs SECTION A -A Surfaces shall conform to the details on th's plan and the D requirements in the Special Provisions. provide 2'-0" straight curb z 11. The edge of the detectable warning surface nearest the street' 0� Guttershall be between 6'' and 8" from the gutter flowline. flowline Retaining curb if necessary*00Top of romp " � 12. Sidewalk and ramp thickness, "T", shall be :�" minimum. T 4'-0" Min1� t+ ECR I Roundad 13, Utility pull boxes, monholes, vaults and all other utility facilities y #' a D within the boundaries of the curb romp will be relocated or QO > adjusted to grade by the owner pr or to, or in conjunction with, O <\° ° X8.33% Max 2% Max curb romp construction. <a See Note 9 SECTION B -B 0 0 � 14. For retrofit conditions, removal and replacement of curb apron Sidewalk\o< san, Depress entire sidewalk s required will be at the Contractor's option, unless otherwise showon F� rolect Ions ✓ide urb DETAIL A TYPICAL TWO—RAMP CORNER INSTALLATION See Note 1 E! 7 10 11 1. t 3 114 tb 136 1 etaining curb if 1.67" to 2.35" o necessary Center to L Gutter center spacing -/0 D L flow] ine F`� %0, D O(O0 BCR 2% Max RAISED TRUNCATED DOME PATTERN (IN-LINE) Se 9 SECTION C -C Approximately %" DETECTABLE WARNING SURFACE See Note 10 Crosswalk if provided Limit cf pay \� STATE OF CALIFORNIA y 4'-0" Mir. ° °' ��f +��+ ° DEPARTMENT OF TRANSPORTATION i5 DETAIL B See Rounded � � ° CURB RAMP DETAILS TYPICAL ONE—RAMP Note 14 GROOVING •DETAIL NO SCALE SHEET NO. CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A pm(t See Notes 1 and 3 Note 9 RETROEIT DETAIL DATED MAY 1, 2006- PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006. Existing curb and sidewalk-- REVISED STANDARD PLAN RSP A88A OF D 3 4 8-3-06 1 g 20 21 )2 21.8. 24 M 2,r,, = i 29 3D U = ig CONSTRUCT MANHOLE NO. 3 W-'`,;' . SETA. 39+90.06SD idNGj� { €! N' a If w r O of t a Lu V) i v 1 t ao i z i2 6 ! € ws F=-- �i� Q € m #oI i i€ I az N mi M t gg I `L Solo { jo c_ S ii } ti- LAJ �I o"E 6 co -- V) _z. t di �- O t - i2*� ! O ►- ,� e+ C) (li N I r C 3 to ♦ cn H - ' �� € "s,��,.', a `^�'s� `•-. '� �. i, d. .•/�;� , _'^..--`•,X ... REPLACE RIPR?� �, E ""-.ate `-•'� � t'°.,... $ l � '1� f€ „'h ty'4 .4\4,b, '»-., ,. e a `Lo l I 1 li I ____-__ �_ STORM DRAIN NOTES � .` N 0 t-�-_;.--- - - " s I i ' 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF Y+ w z III ; CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS c� o .o w { { DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. a (�.; � ��u.���_ ' -' 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND ar� O m a t 1 = Q. x I I W *�a °' °I�I� a _ i ' COMPACTED PER CITY STANDARD DETAIL ST -22. N 4 fn .- a 4� _.-_. Q _04 s € 13+00 Et z }' z s"� 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY x O_ _ _ __. .. z. i za { { �' f "3 r. q 1 Q 0 01 0 1 I`� i s o � + � o o, o I THE CITY ENGINEER ►- ( �'. (01 N Ch U �. ® p { i-1. al4e,'w•=f`" C $ 0 t} ,moi LLI i 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE o w€ { I RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR : co i i '�•-c~ia� `; \ ', / ; z Q,� 1 { Ii CL ' TO ANY FURTHER WORK. u ,N 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD 6 /i 3 Y` 3 > ' t + STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD t o SPECIFICATIONS. A r, I s I - 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION IN INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE(661)326-3049. 41 :, { I 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN 'g = _ °� ' �11 AY NLY.THE NTRACTOR SHALL DETER INE THE EXA T ",°'.�_AN APPROXIMATE W O CO M C � ARAIN € m LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES o co 24 STORM DU BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND U -o o �. w _ ,ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. U) � I € } O: Q L- c6 _ A (UNDERGROUND SERVICE ALERT 1-800-227-2600 m X_ All�l z: THE CONTRACTOR SHALL CALL US /U G � _ f # � ri •,«�. � �{�.y R t � f �'i v, �f' � i °a A r»___}�_ s} x �" Q i l ) e ! d �G� t W :ns'� : `T ,.- y rk 1 « sLn I 1 ( S V �° '� - ` l� t { # /' t `t.. ! 4 w ' ? ? { z --j 10 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. N o c0 Q_ O 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND ,- a. �,,1,� P Ln SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, co t_ f 1 i" � �" � I I z - ...F T FOR INTERPRETATION WRITTEN RE UES O ON OR A CORRECTION HE SHALL SUBMIT A Q i3 a W THEREOF PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. ._. vz/{ O F- z �- o i 4 v cn 141 c� cn --' , 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE �o ., -> REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST 6. - u, �; 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE I era- � NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS -:-- " r21 ST STREET - E_ F✓ =�� i 1 4 Ci WILL BE BACK CHARGED TO THE CONTRACTOR. _= r .�•�, - \>`,. 4- c PIPE . . �.., � 6 'BEGIN 18� PIPE N ! Y... •\1\\,+•'!.fi Jf it ., {i ;'�F; 4F STA! 45+84.64,`SD 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF 15+00 E _ I _ ° q�' M STA. 45+5.7_..22 SD_ _ -STA44+92:03N TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE T= \ } 3 a = I 1 d # 1 i CATCH BASINN0. . i � 14+74.72E THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE `�` I '_ ✓ f ' ST:A) • 45+�`5�;7%:'~ 64 SD . SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. SE T___ --N_---__ 000c { 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. ." ,� ,, M1•``'4. �\ �"° ,®�-. h,w'.�'a r ',,,.:.>_.T.. -„_ :; = reg --: ».._._.__.�...: __.�....-_.�j.�._.__.-.__ __', i i�;," ; 1 t% I t :.....a. P -0 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTORCL Q SHALL OBTAIN A COPY OF CITY OF BAKERSFIELD SUBDIVISION STANDARDS AND \ '.,`"`-..-. �`•x\y �� b�C:, • 9 � � � � # \ 4 { .E- LSI 9 � 4 i 1 - '_ "�". _ .,� _ _..._ _ _ i t {e . { dd. i r' I { DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A . `.."C. �..'a''y Jam-.. '�'' �,�°^•..�. \ ~\`li-�..� a'• 1. I ',', f7 ! P i W r v , MIN "� /✓ ' f ` { i i - - - -- - - PART OF THESE PLANS. o a4 i- �.m = Lu 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD a PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ! o STORM DRAIN PLAN ACCEPTED STREET RIGHT-OF-WAY. m a 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE I � MC14 PIPE ZONE.ul I o M c.1 24. STORM DRAIN PIPE: z :o i 0 0 o m Uri UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE m ¢ > > M EITHER OF THE FOLLOWING: > > w > A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. I o O w O w w w w w N w w z N Z B. REINFORCED CONCRETE PIPE (RCP): REINFORCED CONCRETE PIPE SHALL BE o _ _ °- 1n uj z o t0 O o J CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION tO °' cl� U? 65 OF THE STANDARD SPECIFICATIONS. CONCRETE PIPE SHALL BE LAID IN a ago w z z Q L , + 0 z Q ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD �- + + 0+ w w+ o 6 O. 0 3 SPECIFICATIONS. r 0 U - d o o z a w w � o C. JOINTS SHALL BE RUBBER GASKETED.- O iQ- O Fa- F¢- Q ~ o z Q N EXISTING GROUND M u za N w w u ¢ 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS - z o z N N 0 0 N CD � SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT { � f = ar \ 'r i V `{ , / \ i SCALE SCA'_E: V=40' _ s" _ _ VERTICAL: 1 "=4' % ` I _ _ _>- ` HORIZONTAL: 1"=40' O rn a in � N rn M M M � M �> > L� W W J w 0 - QMj N M zC, z C; O �- M M O M `�' `r O J rn S o LLJ o = O M 404 N o _ N W -` _ _ k � `" EXISTING GROUND N iW ------ , `' ���- - -- -- - --------402 - - �. __� ____.�- - 400; 398 PIPE CROWN 396! S=0.100.% S 0.101% 394 { TOPS OF TELE, BOX 392 _ _ :�. , EL�V. 391.5 „ 390 �-INSTALL 18.81 LF OF 24" TORM D Al i ' INSTAL 120.31 F OF 24 STORM RAIN 388 7____.._ ___ �_._ _.___.._._.__.____38� 39 INSTALL 39.75 LF OF 24" STORM DRAIN REDRESS SLOPES TO MATCH STRUCTURE AND EXIST. CANAL INSTALL 24" FLAP GATE FURNISHED BY CITY WITH STAINLESS STEEL EXPANSION ANCHORS 8" NOTE: BAR SCREEN NOT REQUIRED PRECAST OUTLET FURNISHED BY CITY N POUR CONCRETE 2 - #4 BARS 3' CUT OFF WALL I 16 -l-I 5'-8" 00 00 i N s 00 SECTION -OUTLET A SCALE: 3/8"=1' SD-2 Al DRAIN DRAIN 9 N �_-.-.-._-- _ - ...._._.-.... _. co - w �� C:) C9 HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED i= o O Q w ui I _ __ -----------------'------ "-- MADE JOINTS SHALL BE PULLED APART _ ---- ------------- -- J - ---- wE----_-__------------------ w ------------ --- -I \\ v AND SEATED IMPROPERLY AND � m � to o ; � o _____ ----- 0js SATISFACTORILY REMADE. - o m : m a� Q U . 7T St W _ cr i :3O .. w - O iu r a. r tQ U 00 NP'DE DEVICE, OIL -DEB IS HOOD ORM I E _ 3 z N 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND I BEST MANAGEMENT PRA TICES,1.'5 N P F� STORM DRAIN CONSTRUCTION: INC. SNOUT" 4" SIZE1 I A, SEWER MANHOLES: SW -4 N 0 IPE CRO 40 I I - >>�0��� B. STORM DRAIN MANHOLES D-18 a :I,. # S-0.10 4 o C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 z_ I' - S 0.164 O cc PIPE INViRT c" W_ CL t ,L co Q O # "t z 1 DEERS STORA E o '� g ul)06 Q �� M w Cc U) Lo Q > �- coI I Q H J Q FQ- J LL- +_.� INSTALL 204.03 LF OF 4" STORM DRAIN INSTALL 72.53 LIt O -F 24"'STORM DRAIN INSTAL 187.95 LF OF 241" STORM DRAIN LL Z Q 4 I I Q _j �- ' t Y J 40 41 42 43 44 45 46- w Q CENTRAL PARK STORM DRAIN PROFILE INSTALL 12.17 LF OF 18" STORM DRAIN INSTALL 43.09 IF OF (� W 18 STORM DRAIN U Z CONCRETE ENCASE J UJ � U 4 ,Z; S,' X �s 1_4�V, tt SHEET NO. 20 0 40 80 910 E OF 40 10 -7. . ) D 3 2 } 9 1 1 1 13 #`4 i'E, 1°f i'�3 29 21 22 c3 24 29. 3'9 M Z � N z z: < M S J � U SCALE: 1"=40' i l ; CONSTRUCT CATCH BASIN N0. 4 a N v $TA. 9+50.25, 27.00LT. 00 1 iE € 0}F- L - d)L L j it I I1 -- 1 CONSTRUCT MH N0. 7 STA. 9+70.84, 17.00RT. _ it � I Z N ~- i it i _ ¢ i JI 1 IL_-- ir w L U^ Ili I i N II li t ¢ 3 SCALE SCALE " VERTICAL: 1"=4' VERTICAL: 1 =4 HORIZONTAL: 1"=40' z HORIZONTAL: 1 "=40' 412 a_.._ ____ __ -_ __ �._ �_. ' 412 co 00 i � o 410 = _ . _._ _ _ �___.____ _ 410 f co QS iLJ3 f 408 t._____.m__ _ _.____ ' > C5 W w 408 _J z LJ o6 of M 0p 406 _____ _.._0 4061 - O O S G]¢ ri W--1 Z ¢ M r- W W M 404 _� FI (SHED GRADE OV+ 404 - 402 ---- - J 40 400 W 398 - -�ti� _ i a�_ 398 396.______-__°_ 396[- ? I 394 3941 100RT 0 100LT 9 INSTALL 31.00 LF OF 18" STORM DRAIN Ver gutter flovi ine depression INSTALL 48.96 LF OF 18" STORM DRAIN Face ank#e (See Anchor Dotal B on Std Plan D74c)- Batter -For curb bolter and curb height we Table B 4 1. C B. 4, P. 99 E e �� w � - - - -- i En F- N 1 T+190 mm (71/2 7 M Z � N z z: < M S J � U SCALE: 1"=40' i l ; CONSTRUCT CATCH BASIN N0. 4 a N v $TA. 9+50.25, 27.00LT. 00 1 iE € 0}F- L - d)L L j it I I1 -- 1 CONSTRUCT MH N0. 7 STA. 9+70.84, 17.00RT. _ it � I Z N ~- i it i _ ¢ i JI 1 IL_-- ir w L U^ Ili I i N II li t ¢ 3 SCALE SCALE " VERTICAL: 1"=4' VERTICAL: 1 =4 HORIZONTAL: 1"=40' z HORIZONTAL: 1 "=40' 412 a_.._ ____ __ -_ __ �._ �_. ' 412 co 00 i � o 410 = _ . _._ _ _ �___.____ _ 410 f co QS iLJ3 f 408 t._____.m__ _ _.____ ' > C5 W w 408 _J z LJ o6 of M 0p 406 _____ _.._0 4061 - O O S G]¢ ri W--1 Z ¢ M r- W W M 404 _� FI (SHED GRADE OV+ 404 - 402 ---- - J 40 400 W 398 - -�ti� _ i a�_ 398 396.______-__°_ 396[- ? I 394 3941 100RT 0 100LT 9 INSTALL 31.00 LF OF 18" STORM DRAIN Ver gutter flovi ine depression INSTALL 48.96 LF OF 18" STORM DRAIN Face ank#e (See Anchor Dotal B on Std Plan D74c)- Batter -For curb bolter and curb height we Table B 4 1. C B. 4, P. PLAN TYPE GDO 1.31 m (4'-3 1/2') �3mal 6.4 mm 145 m 6.4 mm 1/4 (51/16 (5 1/16 ( ( 1/4 "} ( 3/16 x � 1.21 m 3'-1 1 1E 60 mm x 76 mmmih M E 8 x 64 mm E n.. (L31/2"xrx 1/47 *� U-1 LU � Z OOi I _ Z O g� i ! i �__ __-_---t i { I ii LA 13 Oq I z SCALE: V=40' +3� 11 I -1 O 3 3 ! t Z � --------------._----_-_ - y---__._____._______..____.._._......_..__.______..a._.._...._-,.,a.._e.___.,.__.,. _ ... __. ------------------------------- I I, --CA 21ST STREET CONSTRUCTPER NCITYTI __ I S89'9'41" 1 _ _�..__ ._ _ rvoo+5r i +3 +; ..-- -- -• ---:- n -- -- -- -- r------- - ----- l OH - _ , . _ . Y OH - - -OH - - -OH - - ..�_ - -'t -61i dam ---- OH OH --- 3 3 _ 3 3 I r 3 -, ' it k C NSTRUCT � C BAS I , . ST3A. 9+72. 'O,E 9.75RT. Ire, E 99 E e W 'used PLAN ^� 89 mm x 6.4 mm (31/2 ' x 1/4 Bar SECTION B -B with sub x G4 mm r L 4' x 3' x IAI I4 cur T+190 mm (71/2 7 TYPE GO Face angle 200 mm 8" (47 R (See Anchor Dotal B � on Std Plan D74C) 100 man (4 For cub batter and 2. For "T" wall thickness, see Table A below. 145 m cub height see Tilde B Trash rack to used at pump I �I er Var gutter flowline depression installations only In 30 mm (0.17 Max n shoulder location GRATE FRAME FOR TYPE GDO INLET 1 mm (6� x I 1: D74C for altemotive reinforced bottom. L 64 mm x 64 mm x 6.4 mm 5. Steps - None required where "H" ie less than 0.75 m (30*). (L 2 1/2 " x 2 1/2 " x 1/4 l T g T 1.45 in 4'-9'. `V not more than 150 mm (6) below top of inlet The `41 mm x92 mm c v SECTION A -A (1 5/8 ' x 3 5/8 7 Keys Scoring line Dice or curb shall be uniform throughout the length of the wall. when used Place steps in the wall without an opening. Step with curb inserts may be substituted for the bar steps. Step L m 102 mx 76 mm x 6.4 mm � Inserts shall comply with State Industrial Safety (L 4' x 3' x i/4 17-7 L 89 mm x 78 mm x 6.4 mm x 1.03 m rain (1/2 7 Min A 5p mm ( (L 3 1/2 ' x 3" x 1/4 ' x 3'-4 1/2 ") requirements. See Standard Plan D74C for step details. 6 When shown an the project plans, place a #19 (#6) protec- as arequired tion leer horizontally across the length of the opening V and bend ba* 10D mm (47 Into the Inlet wd on each aide 7. Pipe(s) can be placed in any wall. (Far use with pump installation) 8. Curb section shill match adjacent curb. 9. Basin floors shall have wood trowel finish and slid[ slope toward the outlet pipe as shown. Anchors 10. Galvanizing - See Standard Specifications or Special * Foran angle) (A W 14 PLAN TYPE GDO 1.31 m (4'-3 1/2') �3mal 6.4 mm 145 m 6.4 mm 1/4 (51/16 (5 1/16 ( ( 1/4 "} ( 3/16 x � 1.21 m 3'-1 1 1E 60 mm x 76 mmmih M E 8 x 64 mm E n.. (L31/2"xrx 1/47 *� U-1 LU � Z OOi I _ Z O g� i ! i �__ __-_---t i { I ii LA 13 Oq I z SCALE: V=40' +3� 11 I -1 O 3 3 ! t Z � --------------._----_-_ - y---__._____._______..____.._._......_..__.______..a._.._...._-,.,a.._e.___.,.__.,. _ ... __. ------------------------------- I I, --CA 21ST STREET CONSTRUCTPER NCITYTI __ I S89'9'41" 1 _ _�..__ ._ _ rvoo+5r i +3 +; ..-- -- -• ---:- n -- -- -- -- r------- - ----- l OH - _ , . _ . Y OH - - -OH - - -OH - - ..�_ - -'t -61i dam ---- OH OH --- 3 3 _ 3 3 I r 3 -, ' it k C NSTRUCT � C BAS I , . ST3A. 9+72. 'O,E 9.75RT. Ire, E 99 E e L IM min x 76 mm ^� 89 mm x 6.4 mm (31/2 ' x 1/4 Bar NOTES: "H" Grote x G4 mm r L 4' x 3' x IAI I4 cur T+190 mm (71/2 7 Type 600 " 100 mm v 200 mm 8" (47 R E T+150 mm (6) � a 100 man (4 T+130 min (5*) 2. For "T" wall thickness, see Table A below. 145 m 150 mm {6') 40 mm *20 mm ( 3/40) Holes required Ir T 1 1.45 m (4-9") _IT_ (5 1/16 (1 1 f2 7 only with trash rock the unsupported width or length is 2.1 m (7) or less. PLAN TYPE GDO 1.31 m (4'-3 1/2') �3mal 6.4 mm 145 m 6.4 mm 1/4 (51/16 (5 1/16 ( ( 1/4 "} ( 3/16 x � 1.21 m 3'-1 1 1E 60 mm x 76 mmmih M E 8 x 64 mm E n.. (L31/2"xrx 1/47 *� U-1 LU � Z OOi I _ Z O g� i ! i �__ __-_---t i { I ii LA 13 Oq I z SCALE: V=40' +3� 11 I -1 O 3 3 ! t Z � --------------._----_-_ - y---__._____._______..____.._._......_..__.______..a._.._...._-,.,a.._e.___.,.__.,. _ ... __. ------------------------------- I I, --CA 21ST STREET CONSTRUCTPER NCITYTI __ I S89'9'41" 1 _ _�..__ ._ _ rvoo+5r i +3 +; ..-- -- -• ---:- n -- -- -- -- r------- - ----- l OH - _ , . _ . Y OH - - -OH - - -OH - - ..�_ - -'t -61i dam ---- OH OH --- 3 3 _ 3 3 I r 3 -, ' it k C NSTRUCT � C BAS I , . ST3A. 9+72. 'O,E 9.75RT. Ire, E 99 E e L IM min x 76 mm ^� 89 mm x 6.4 mm (31/2 ' x 1/4 Bar NOTES: "H" A-150 x G4 mm r L 4' x 3' x IAI I4 cur T+190 mm (71/2 7 1. Is the difference In elevation between the outlet pipe flow line and the normal gutter grade line A-200 200 mm 8" 50 mm (2') T+180 rain (7') T+150 mm (6) undepressed. 150 mm (61 100 man (4 T+130 min (5*) 2. For "T" wall thickness, see Table A below. 145 m 150 mm {6') 40 mm *20 mm ( 3/40) Holes required 3. Weil reinforcing not required when "H" Is 2.5 m (8) or less and (5 1/16 (1 1 f2 7 only with trash rock the unsupported width or length is 2.1 m (7) or less. Walls exceeding these limits shall be reinforced with GRATE FRAME FOR TYPE GDO INLET J13M bars a 450 mm+,.(#4 a 18' +. centers piked 40 mm (1 1/2 dear to insure of box unless otherwise shown. 4. Not bottom reinforcing not required See Standard Plan D74C for altemotive reinforced bottom. L 64 mm x 64 mm x 6.4 mm 5. Steps - None required where "H" ie less than 0.75 m (30*). (L 2 1/2 " x 2 1/2 " x 1/4 Where "H" is 0.75 m (30) or more, instal steps with E lowest rung 300 mm (12") above the floor and highest rung E not more than 150 mm (6) below top of inlet The c v distance between steps shall not exceed 300 mm (12*) and 355 nn 5 mm ( 3/16 ") shall be uniform throughout the length of the wall. Place steps in the wall without an opening. Step - on9 inserts may be substituted for the bar steps. Step L m 102 mx 76 mm x 6.4 mm � Inserts shall comply with State Industrial Safety (L 4' x 3' x i/4 17-7 L 89 mm x 78 mm x 6.4 mm x 1.03 m rain (1/2 7 Min A 5p mm ( (L 3 1/2 ' x 3" x 1/4 ' x 3'-4 1/2 ") requirements. See Standard Plan D74C for step details. 6 When shown an the project plans, place a #19 (#6) protec- as arequired tion leer horizontally across the length of the opening TRASH RACK and bend ba* 10D mm (47 Into the Inlet wd on each aide 7. Pipe(s) can be placed in any wall. (Far use with pump installation) 8. Curb section shill match adjacent curb. 9. Basin floors shall have wood trowel finish and slid[ slope toward the outlet pipe as shown. 10. Galvanizing - See Standard Specifications or Special TABLE B I CURB TYPE I NORMAL CURB HEIGHT CURB BATTER DIMENSION DIMENSION A-150 150 mm (6") 40 mm (1 1/2 7 T+190 mm (71/2 7 T+160 mm (6 1/ A-200 200 mm 8" 50 mm (2') T+180 rain (7') T+150 mm (6) B 150 mm (61 100 man (4 T+130 min (5*) T+100 wain (4') Dice 150 mm {6') 75 mm (37 T+155 mm (6') T+125 mm (5*) 1 1. See Standard Plan D77A and D77B for gate and forme detais and masons (weights) of miscellaneous iron and Steel. 12. See Standard Plan D78 for gutter depression detais. 13. Full penetration butt welds may be substituted for the fillet welds on all anchors. 14. Standard square, hexagon. round or equivalent headed anchors may be substituted for the right angle hooks an the anchors shown an this plan. 15 cast -In-place or precast dtemative is -F-- contractor. p-contractor. See Standard Specifications. TABLE A CONCRETE QUANTITIES t H490 in TO 250 in T=150 mm Ik251 in (9-11 TO 6.00 m T=200 mm ADDITIONAL ADD AL TYPE H=0.90 m (3'-07 PCC PER H=251 m 8'-1'7PCC ( PER (FOOT) METER (FOOT) ros(Cn �E,(C �s(Cn GO 0.91 mm 1.24 0.61 mm 0.245 2.57 mm 3.39 0.86 mm 0.346 GDO 1.21 mm 1.62 0.80 mm 0.322 3.33 mm 4.36 1.1 1 mm 0.446 Table based on 200 mm (8' floor slab, no deduction for pipe openings, and curb type giving highest quantity of concrete. No deductions or adjustments are to be made to these quanitiea because of pipe openings, different floor alternatives or different curb type. STATE OF CIWFORIHA DEPARTMENT OF 7RANSPORTA71ON yDDRR`AINAGE INLETS M /loan M () . we at ttllr055- 4xM nsnssrhow" M Mils p1bi loin► NO SCALE D74B 14 12 13 21 St STREET STORM DRAIN 14 15 Wil k o 0- i.,) & N W N (ll O 1 -6 L U Ce)� (0 U- ^, m W _ a � � V 1) q) co �w C 4 _ ;s3 `q z i I Q ;Z o j w gg j UJ 0 Em I j I¢LIU 2 J an � s.0 1 0 o 0 I I) z i 0 Q I ( 0 fr r AL cin p ❑ lb �� p N �o �o t r a o a c-) LL c) U Cin z o o rr n W z CcQ < H OE 0- n W 0 Y m z cc W _J W Cl) J U U I- J C/) J 1" � CV t� c� asci ix xr tC� t V 5 _3 D u SHEET NO. �Dr-1� OF 2 t � t 431 i i 3 I - LO S=-0.20% W In I 1 ,ri-ter--I I W -j II II II II � II 11 I INVERT 5x8 SOX CULVERT II } II M II i 395.70 11 I o I { < 16 17 Wil k o 0- i.,) & N W N (ll O 1 -6 L U Ce)� (0 U- ^, m W _ a � � V 1) q) co �w C 4 _ ;s3 `q z i I Q ;Z o j w gg j UJ 0 Em I j I¢LIU 2 J an � s.0 1 0 o 0 I I) z i 0 Q I ( 0 fr r AL cin p ❑ lb �� p N �o �o t r a o a c-) LL c) U Cin z o o rr n W z CcQ < H OE 0- n W 0 Y m z cc W _J W Cl) J U U I- J C/) J 1" � CV t� c� asci ix xr tC� t V 5 _3 D u SHEET NO. �Dr-1� OF 2 ^� ' Akir%Clf'%Ar)l"'G PLANS FOR IRRIGATION 14' ' V lJLiIJJ L 11VVI\LVlI IL VlIJL OVER 12" OF COMPACTED SECTION C SUBGRADE, SEE STREET PLANS, 95% OF MAX. RELATIVE DENSITY SCALE: V=10' PX - 14' ' 14' HALF OCTAGONAL CUTOUT - FOR EXISTING TREE, CENTER ON TREE TRUCK C9 8" 1 N 19TH STREET �I N L EWA 1 T-6" 6" \\"'L6" L-4114� 7" THICKNESS TO THIS LIMIT CLASS 2 AGGREGATE BASE SECTION D OVER 12" OF COMPACTED SCALE: 1"=10' PX -1 SUBGRADE, SEE STREET PLANS, 95% OF MAX. RELATIVE DENSITY 27' 7' 27' 24' 27' 27' 17,o 4 D moi° GUTTER FLO � 21� GUTTER FLC .,moi n'71 OAI 071 97' 5 2 :�ool 700010m��c----ccc�e 2 R 0 Q ;V, A HALF OCTAGONAL CUTOUT FOR EXISTING TREE, rENTEal nN TREE TRUNK PLAN -19TH STREET CROSSING B SCALE: V=10' PX -1 7' REDBRIC ""'"""" CAP BLOCK #4 BOND BEAM SIMULATE RIVER ROCK Al' s £ VENEER = SIDEWALK N d' .' 38+0 N a' - 3— 4 BARS #4 @ 16" 1811 18" #4 @ 16" TYP. TYP. PROVIDE ASPHALTIC SE #4 @ 32" ON INSIDE OF PLANTER WALLS DETAIL -MASONRY PLANTER E SCALE: 3/4" = 1'-0" PX- 1 8" 7 / > 9 ITEMS OF CONSTRUCTION 11 CONSTRUCT 6" & 8" CURB & GUTTER PER CITY STD. ST -1 O CONSTRUCT CONCRETE CURBING, HEIGHT VARIES FROM 8" TO 6", REFER TO CITY STD. ST -18. O CONSTRUCT BLOCK MASONRY PLANTER SEE DETAIL E ® CONSTRUCT 4" THICK IMPRESSIONED CONCRETE SIDEWALK, PROVIDE CRACKING AND EXPANSION CONTROL. f'c MINIMUM IS 2500 PSI, COMPACT SUBGRADE 6" DEEP TO 95% MIN. RELATIVE DENSITY. O CONSTRUCT 7" THICK IMPRESSIONED CONCRETE PAVING, PROVIDE CRACKING AND EXPANSION CONTROL, f'c MINIMUM IS 2500 PSI, PLACE ON COMPACTED BASE AND SUBGRADE, REFER TO STREET PLANS FOR REQUIRED SLOPES AND ELEVATIONS. © PROVIDE THICKENED EDGE PER DETAIL F X— O7 INSTALL HIGH CONTRAST DETECTABLE ADA WARNING SURFACE ® FLATTEN LIP OF GUTTER AT MATCHING EDGE. Og INSTALL LIGHTED BOLLARDS AND STREET LIGHTS PER TRAFFIC r SIGNAL PLANS. ur n • n�� r ��� DETAIL F SCALE: 3/4" = 1'-0" PX -1 ^r o 00 N j W U m i T N O N .0 U ��T — Uc X mm as CD Q� o .� cf)0 00 Wcl a `6 p U (` oC O �0 Up0 M -m �p M m 0. Q o cf) L o N c z 3 Cc ;< CL 0 I to > 10 O O p � co I< o o t m i o O :z m co 'I) ° o Q°i�L) r U ' O C/) 0 J z LL cr c/) co Q O C Y U m W z z Q W J O W C/) _ W U 0 U W _j a. J v o� N J SHEET NO. OF 1 _ < e 0 0 r 22 DETAIL F SCALE: 3/4" = 1'-0" PX -1 ^r o 00 N j W U m i T N O N .0 U ��T — Uc X mm as CD Q� o .� cf)0 00 Wcl a `6 p U (` oC O �0 Up0 M -m �p M m 0. Q o cf) L o N c z 3 Cc ;< CL 0 I to > 10 O O p � co I< o o t m i o O :z m co 'I) ° o Q°i�L) r U ' O C/) 0 J z LL cr c/) co Q O C Y U m W z z Q W J O W C/) _ W U 0 U W _j a. J v o� N J SHEET NO. OF 1 _ < e �. T T 0 L p M n CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1800-642- 2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED VATHIN THESE PLANS AND SPECIFICATIONS. I HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE 'HEALTH AND SAFETY CODE-, HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. IF SUCH SUSPENSION DELAYS THE CURRENT CONTROLLING OPERATION, THE CONTRACTOR WILL BE GRANTED AN EXTENSION OF TIME AS PROVIDED IN SECTION 8-1.07, "LIQUIDATED DAMAGES", OF THE STANDARD SPECIFICATIONS. IF SUCH SUSPENSION DELAYS THE CURRENT CONTROLLING OPERATION MORE THAN TWO (2) WORKING DAYS, THE DELAY WILL BE CONSIDERED A RIGHT OF WAY DELAY AND THE CONTRACTOR NIL BE COMPENSATED FOR SUCH DELAY AS PROVIDED IN SECTION 8-1.09, "RIGHT OF WAY DELAYS", OF THE STANDARD SPECIFICATIONS. THE DEPARTMENT RESERVES THE RIGHT TO USE OTHER FORCES FOR EXPLORATORY WORK TO IDENTIFY AND DETERMINE THE EXTENT OF SUCH MATERIAL AND FOR REMOVING HAZARDOUS MATERIAL FROM SUCH AREA. 4 CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE LOCATIONS OF THE SIGNAL STANDARDS MAY BE REVISED IF NECESSARY PRIOR TO INSTALLATION OF STANDARDS. SECTION 7-2 - TRAFFIC SIGNALS AND LIGHTING CONSTRUCTION 7-2.01 FOUNDATIONS. Foundations shill conform to the provisions in Section 86-2.03, 'Foundations', of the Standard Specifications and these special provisions. The Contractor shall furnish the nuts and washers to be used for new foundations and shall fumish the appropriate nuts and washers for existing foundations to be reused. When foundations are to be abandoned as shown on the plains the last paragraph of Section 86-2.03, 'Foundations", shill be amended to read: When a foundation is to be abandoned, the top of foundation, anchor bolts, and conduits shall be removed to a depth of not less than three (3� feet below surface of sidewalk or unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounadmg material. All pull boxes and signal standard foundations where the signal standard is to be installed in an un -improved area shall be provided with a concrete pad having a minimum, of 6' clearance from the edge of the pull box and CIDH foundation. 7-2.02 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, 'Conduit". of the Standard Specifications and these special provisions. Conduits may be installed b either ' akin /drillingg or open trench methods unless otherwise shown an the plans. Installation using Jacking or drilling shall conform to Sec ion 86 fl5� lnstalTatnon ; of the Sta>,dard Specifications. Open trench instal ation in pavement shdF conform to the fallowing specifications: a. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench not to exceed six (6) inches in width. Trench shad be cut using a rock saw and all loose uncompacted materia" shall be removed &an the bottom of the trench V� wto placement of conduit. The top of the installed conduit shall be a minimum of eighteen to twenty-one (18-21) inches below im 4r b. The conduit shall be placed In the bottom of the trench and the trench shall be backfilled with a two (2) sack slurry cement backfill. Slurry cement backfill shall be placed to within 0.20 feet of the pavement or open ground surface. The top 0.20 feet shall be backfilled with asphalt concrete produced frau commercial qualityy paving asphalt and aggregates. Conduit placed- in a trench outside pavement or sidewalk meas shall be backfilled with a two (2) sack slurry cement backfill. c. Prior to spreading asphalt concrete, paint binder shill be ap plied as specified In Section 39-04.02, Prime Coat and Paint Binder". of the Standa��d Specifications. Spreading and compacting of as' alt concrete shall be performed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and density. d. All excavated meas in the pavement shall be backfilled except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three(3) working days after trenching. Temporaryroodmix or other acceptable temporary surface will be allowed on the top 0.20 feet untsuch a time as the permanent asphalt surface is placed. Dependent upon adverse soli conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. A pull rope shall be installed in all stand conduits new or existing. The pull rope shall be n�ion or pdypropoene with a minknum tensile strength of 2500 pounds. At least feet of pull rope shall be doubled back kito the conduit at each -t rermnation. 7-2.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, 'Pull Boxes", of the Standard Specifications and these special provisions. not be required. ballasts will o Recesses for suspension of equ All pull boxes shall be No. 5 or No. 6, as indicated an the plans, with a 6' minimum concrete apron if pull boxes are not located within sidewalk. 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08 'Conductors", and Section 86-2.09, ilfrring , of the Standard Specifications and these special provisions. cThe Contractor shall use multi -conductor electrical cables for all circuits except fighting between the service point and abinet. Conductor's shall be spliced by the use of 'iC' shaped compression connectors as shown on Standard Plan ES -13. Splices shall be insulated by 'Method B The insulation for all conductors shall be type THW pdyvno chloride. 7-2.05 SERVICE. Service shall conform to the provisions it Section 86-2.11, 'SERVICE". of the Standard Specifications and these special provisions. Unless otherwise noted, service shall be as shown on the plans for the signal installation at 19th Street and 21st Street. The installation shall be furnished with 60 amp, 240 volt, 3 pole main breaker and the following branch circuit breakers: NIL phase M& Branch Metered 1 50 1 120 Traffic Signal Yes 2 30 1 120 Lighting No *Increase main breaker as required for actual load. The Engineer will arrange with the serving utility to complete service connections to service points shown on the plans and will pay all required costs and fees required by the utility. 7-2.06 TESTING. Testing shall conform to the provisions in Section 86-2.14, 'Testing". of the Standard Specifications and these special provisions. The signals shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 86 2.140 functional Testing'. of the Standard Specifications and the following paragraphs: Functional testeriods are included in the number of working days to complete the project as described in Section 4, 'BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES' of these special provisions. The fourth paragraph of Section 86-2.140 'Functional Testing" of the Standard Specifications shall be amended to read as follows: Turn Tuon of new or modified traffic mals shall be made only after all traffic signal circuits, including signal interconnect circuits, have been thoroughly tested as specified above. (NOTES CONTINUED ON SG -2) "DIF Drawn By: ARM/CVB AutoCAD File: — COB07005SIG File IN16 COB07005 Date: — 1 /25/08 3 i 5/12/08 1 RELEASE TO BID Rev. 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Montclair St. Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Aaron R. Meyer RCE 960 Date 1'3 114 1 ;,9 i 1'a i4.KEY MAP: BENCHMARK SCALE: 1"=60' TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF s sfweR ER CALIFORNIA AVENUE AND "P" STREET ELEVATION=397.54 CITY DATUM ---�-� S - BEARING BASIS 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 8901218" WEST. LIST OF DRAWINGS SHEET SG -1 COVER AND TITLE SHEET SHEET SG -2 TRAFFIC SIGNAL & LIGHTING PLAN - SPECIFICATIONS SHEET SG -3 TRAFFIC SIGNAL & LIGHTING PLAN - SPECIFICATIONS SHEET SG -4 TRAFFIC SIGNAL & LIGHTING PLAN -19TH STREET SHEET SG -5 TRAFFIC SIGNAL & LIGHTING PLAN - 21 ST STREET Mill ate CITY OF BAKERSFIELD SHEET NO. 0�, 0 IIfl EAR PARK PROJECT •.`,,,,,, ;,r MILL CREEK LIN a e rs ie OI= Life as it should be. ®` ` TRAFFIC SIGNAL & LIGHTING PLAN 5 7/•)t?3 71- 01 C O's.. Im F V IM 7-2.07 SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment, as shown on the Ions, and the installation thereof, shall conform to the provisions in Section 86-4.01, "Vehicle Signol Faces', �ection 86-4.02, 'Directional Louvers" Section 86-4.03, 'Backplates", and Section 86-4.06, 'Signal Mounting Assemblies", of the Standard Specifications and these special provisions. All signal faces shall be provided with 12' (300 mm) sections and red, amber, green and respective arrow 'LED' modure type indications. Tunnel visors shall be installed on all signal heads. The fourth sentence of the first paragraph of Section 86-4.06, Signal Mounting Assemblies", of the Standard Specifications, shall be amended to read as follows: Post top slip -fitters and terminal compartments shall be cast bronze or hot -dip galvanized ductile iron. 7-2.07A LIGHT EMITTING DIODE SIGNAL MODULES This specification is for the purchase of light emitting diode (LED) Traffic Signal Modules (herein referred to as modules) in the following configurations: the 300 mm circular sections, the 200 mm circular sections, the 300 mm arrow sections, bicycle sections, programmable visibility sections, and lane control sections. All devices must meet the general specifications of the Transportation Electrical Equi ment Specifications (TEES), Chapter 1 - General Specifications, as well as the following specification. In case oMnflict, this specification shall govern over the TEES, Chapter 1 7-2.07A.1 General 1.1 Each module shall consist of on assembly that utilizes LEDs as the light source in lieu of an incandescent LED for use in traffic signal sections. 1.2 The LEDs utilized in the modules shall be AIInGoP technologyfor red, amber and yellow indications, or GaN for green indications, and shall be the ultra bright type rated for 100,000 hours of continuous operation from -40 C to +74° F. 1.3 The modules shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of this specification during this period. 1.4 The individual LEDs shall be wired such that a catastrophic loss or the failure of one or more LED will not result in the loss of the entire module. 1.5 Electrical 1.5.1 Power Consumption 1.5.1.1 Maximum power consumption requirements for the modules are as shown in Table 2-1 (in Watts): 1.5.1.2 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. 1.5.2 Operation Voltage 1.5.2.1 The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall, have no visible effect on the luminous intensity of the indications. 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. 1.5.3 Power Factor The LED signal module shall have a power factor of 0.90 or greater. 1.5.4 THD Total harmonic distortion (current and voltage) induced into an AC power line by an LED signal module shall not exceed 20 percent. 1.5.5 Surge Suppression The signal module onboard circuitry shall include voltagge surgge protection to withstand high repetition noise transients as stated in Section 2.1.6 of NEMA ye TS-2, 1992. 1.5.6The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. 1.5.7AI1 wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 1.5.8 Compatibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. I 1.5.8.1 When a current of 20 mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. 1.5.9The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. 1.6 Photometric Requirements 1.6.1 The minimum initial luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25°C. 1.6.1.1 The modules (excluding yellow) shall meet or exceed the illumination values as shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation over the operating temperature range. 1.6.1.2 Yellow modules shall meet or exceed the illumination values as shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25°C. 1.6.2The measured chromaticity coordinates of the modules shall conform to the chromaticity requirements of Table 2-6, throughout the useful life over the operating temperature range. 1.7 Physical and Mechanical Requirements LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indications and shall not require special tools for installation. See appropriate sections for Type 1 and Type 2 modules. 1.8 Environmental Requirements 1.8.1 The LED signal module shall be rated for use in the operating temperature range of -40 C( -40`F) to +74°C (+165°F). The modules shall meet all specifications throughout this range. 1.8.2The LED signal module shall be protected against dust and moisture intrusion per the requirements of osu NEMA Standard 250-199 1 for Type 4 enclres to protect all internal components. 1.9 Construction 1.9.1 The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing. The power supply for the module shall be integral to the unit. 1.9.2The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the 'Transportation Electrical Equipment Specifications". 1.9.3The assembly and manufacturingprocess for the LED signal assembly shall be signed to assure all internal components are adequaely supported to withstand mechanical shock and vibration from high winds and other sources. 1.10 Materials 1.10.1 Material used for the lens and signal module construction shall conform to ASTM specifications for the materials. 1.10.2 Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. 1.11 Module Identification 1.11.1 Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month -year), and lot number as identification permanently marked on the back of the module. 1.11.2 The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt -Ampere. 1.11.3 Each module shall have a symbol of the type of module (i.e. circle, arrow, etc.) in the color of the module. The symbol shall be one inch (25.4 mm) in diameter. Additionally, the color shall be written out in '%' letters next to the symbol. 1.11.4 If a specific mounting orientation is required, each module shall have prominent and permanent morking(s) for correct indexing andorientation within a signal housing. The markings shall consist of an up arrow, or the word 'UP' or 'TOP" . 7-2.07A.2 Type 1 Traffic Signal Module The following specification requirements apply to the Type 1 module only. All general specifications apply unless specifically superceded in this section. 2.1 Type 1 modules can be manufactured under this specification for the following faces: 2.1.1300 mm circular 2.1.2200 mm circular 2.1.3 300 mm arrow 2.1.4Bicycle indication (future) 2.1.5Lone Control (future) 2.2 Physical and Mechanical Requirements 2.2.1 The module shall fit into existing traffic signal section housings built to the specifications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 2.2.2 Each Type 1 module shall be designed to be installed in the doorframe of a standard traffic signal housin The Type 1 module shall be sealed in the doorframe with a one-piece EPDM (ethylene propylene rubber gasket. 2.2.3 The maximum weight of a Type 1 module shall be a 1.8 kg (4 lbs.). 2.2.4 Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.), and shall be weather proof after installation and connection. 2.2.5 Conductors Two secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service of +105' C, are to be provided for electrical connection for each Type 1 LED sial module. Conductors for Type 1 modules shall be 1M in length, with quick disconnect terminals at ached and shall conform to Section 86-4. OIC, `Electrical Components', of the Standard Specifications. 2.2.6 If specified in the purchase order, the module will be equipped with an adapter that will screw into the medium base, LED socket. The adapter shall be able to accept the quick disconnect terminals at the end of the conductors for the module. The electrical contacts of the adapter shall be made of brass. 2.3 Lens 2.3.1 The lens of the Type 1 module shall be integral to the unit, shall be convex with a smooth outer surface and made of plastic or of glass. 2.3.2 The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. 3.3.2.1 The use of tinting or other materials to enhance ON/OFF contrasts shall not affect chromaticity and shall be uniform across the face of the lens. 2.3.3 The LED signal module lens shall be W stabilized and shall be capable of withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months without exhibiting evidence of deterioration. 2.3.4 If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. 7-2.07A.3 Type 2 Traffic Signal Module The following specification requirements apply to the Type 2 module only. All general specifications apply unless specifically superceded in this section. 3.1 Type 2 modules can be manufactured under this specification for the following faces: 3.1.1300 mm circular 3.1.2200 circular 3.1.3300 mm arrow 3.1.4Progrommed Visibility (red, yellow, green) 3.2 Physical and Mechanical Requirements 3.2.1 The module shall fit into existing traffic signal section housings built to the specifications detailed in the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existing lens, reflector and LED socket remaining in place, and without modification to the housing. 3.2.2 Each Type 2 module shall be designed to mount in the standard LED socket normally used with on incandescent LED. 3.2.3 The maximum weight of a Type 2 module shall be 1.4 kg (albs). 3.2.4 Type 2 modules shall be a sealed unit containing all components necessary for operation. 3.3 The installation of a Type 2 module shall not require any removal of, or modification to the standard LED socket or reflector. The installation of a Type 2 module shall not require special tools. 7-2.07A.4 300 mm Arrow The followin specification requirements apply to the 300 mm arrow module only. All general specifications apply unless specifically superceded in this section. 4.1 The arrow module shall meet specifications stated in Section 9.01 of the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow indications. 4.2 The LEDs shall be spread evenly across the illuminated portion of the arrow area. 7-2.07A.5 300 mm Bicycle The following specification requirements apply to the 300 mm bicycle module only. All general specifications apply unless specifically superceded in this section. , 5.1 The bicycle module shall approximate shape and size specifications as shown in Figure 6-1 for bicycle signal face. Coltrons shall make the final determination as to the conformance to the intent of the specification. 5.2 The LEDs shall be spread evenly across the illuminated portion of the bicycle area. 7-2.07A.6 300 mm Programmed Visibility (PV) The following specification requirements apply to the 300 mm PV module only. All general specifications apply unless specifically superceded in this section. 6.1 The module shall be a type 2 module designed and constructed to be installed in a programmed visibility (PV) signal housing without modification to the housing. 6.2 The LEDs shall be spread evenly across the module. 7-2.07A.7 300 mm Lane Control The following specification requirements apply to the 300 mm lane control module only. The lane control module is a single, combination module with both a red X and green arrow. All general specifications apply unless specifically superceded in this section. 7.1 The lane control module shall approximate shape and size specifications as shown in Figures 8-1 and 8-2 for Ione control modules. Caltrans shall make the final determination as to the conformance to the intent of the specification. 7.2 Three secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105C, are to be provided for electrical connection for each Ione control LED signal module. Conductors for this module shall be 1M in length, with qquick disconnect terminals attached and shall conform to Section 86-4. OIC, 'Electrical Components' of the Sfandard Specifications. The color code is as follows: Function Color neutral white red X red green arrow brown 7.3 The LEDs shall be spread evenly across the illuminated portions of this module. 7-2.07A.8 Quality Assurance 8.1 The modules shall be manufactured in accordance with a manufacturer quality assurance (QA) program. The QA program shall include two types of quality assurance: (1) design quality assurance and (2) production 11 14 15 quality assurance. The production quality assurance shall include statistically controlled routine tests to ensure minimum performance levels of LED signal modules to meet this specification, and a documented process of how problems are to be resolved. 8.2 QA process and test results documentation shall be kept on file for a minimum period of seven years. 8.3 LED signal module designs not satisfying design qualification testing and the production quality assurance testing performance requirements described below shall not be labeled, advertised, or sold as conforming to this specification. 8.4 Design Qualification Testing 8.4.1 Desigqn Qualification Testing shall be performed by the manufacturer or an independent testing lab hired by tf�e manufacturer on new LED module designs, and when a major design change has been implemented on on existing design. A major design change is defined as a design change (electrical or physical) which changes any of the performance characteristics of the module, results in a dif erent circuit configuration for the power supply, or changes the layout of the individual LEDs in the module. 8.4.2 A quantity of two units for each design shall be submitted for Design Qualification Testing. 8.4.2.1 Test Units shall be submitted to Caltrans Translob, Electrical Testing Branch after the manufacturer's testing is complete. 8.4.2.2 Manufacturer's testing data shall be submitted with test units for Caltrans verification of Design Qualification Testing data. 8.4.3 Burn In. The sample modules shall be energized for a minimum of 24 hours, at 100 percent on-time duty cycle, at a temperature of +74°C (+165° F), before performing any design qualification testing. 8.4.4 Any failure of the module, which renders the unit non-compliant with the specification after burn in, shall be cause for rejection. 8.4.5 For Design Qualification Testing, all specifications will be measured including, but not limited to: 8.4.5.1 Rated Initial Luminous Intensity, measured at +25°C. 8.4.5.2 Chromaticity (Color), measured at +25' C. 8.4.5.3 Electrical All specified parameters shall be measured and used for quality comparison of production quality assurance on production modules (rated power, etc). 8.4.5.4 Equipment Compatibility. Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. Each signal module shall be connected to the output of a standard load switch in the 'off" position. The AC voltage developed across each LED signal module so connected shall not exceed 10 V rms as the input AC voltage is varied from 95 V rms to 135 V rms. 8.4.5.5 Mechanical vibration testing shall be as per MIL -STD -883, Test Method 2007, using 3 four minute cycles along each x, and z axis, at a force of 2.5 Gs, with a frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, or of any internal components, or other physical damage shall be cause for rejection. 8.4.5.6 Temperature cycling shall be performed as per MIL -STD -883, Test method 1010. The temperature range shall be per 'Environmental Requirements'. A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at each temperature. Modules) being tested shall be energized and functioning throughout the duration of the test. Failure off a module to function properly or any evidence of cracking of the module lens or housing after temperature cycling shall be cause for rejection. 7-2.07A.9 Production Quality Control Testing. 9.1.1 The followin Production Quality Assurance tests shall be performed on each new module prior to shipment. ailure to meet requirements of any of these tests shall be cause for rejection. Test results shall be retained by the manufacturer for seven years. 9.1.2Burn-in period shall consist of each signal module being energized at rated voltage for a 30 minute stabilization period before the measurement is made (except for yellow modules). 9.1.3 Each module shall be tested for rated initial intensity after burn -in. 9.1.3.1 A single point measurement, with a correlation to the intensity requirements of Table 2-2 for circular modules, may be used. 9.1.3.2 The ambient temperature for this measurement shall be +25°C (+77'F). 9.1.3.3 Each module not meeting minimum luminous intensity requirements per Table 2-2 or Table 2-4 shall be cause for rejection. 9.1.4 Each module shall be tested for required power factor after burn -in. 9.1.5Each module shall be measured for current flow in amperes after burn -in. The measured current values shall be compared against rated values resulting from design qualification measurements under 'Design Qualification resting'. The current flow shall not exceed the rated value. 9.1.6Each module shall be visually inspected for any exterior physical damage or assembly anomalies. Careful attention shall be paid to the surface of the lens to ensure there are no scratches (abrasions), cracks, chips, discoloration, or other defects. Any such defect shall be cause for rejection. TABLES Tnhle 9-1 Maximum Power Consumption (in Watts) Tnhla i-9 Minimum Initial Intensities for Circular Indications (in cd) Red Yellow Green Temperature 25' 74° 25° 74' 25° 74' 300 mm circular 11 17 22 25 15 15 200 mm circular 8 13 13 16 12 12 300 mm arrow 9 12 10 12 11 11 Bicycle indication 11 17 22 25 15 15 PV indication 11 17 22 25 15 15 Lane Control (X) 9 12 n/a n/a n/a n/a Lane Control n/a n/a n/a n/a 11 11 Tnhla i-9 Minimum Initial Intensities for Circular Indications (in cd) P3 Tnhlo ')-� KAninfninari Minimiim Intensities for Circular Indications (in cd) Red 200 mm Green Arrow Indication 300 mm 11,000 Angle (v,h) Red Yellow Green Red Yellow Green 2.5, ±2.5 157 314 314 399 798 798 2.5, ±7.5 114 228 228 295 589 589 2.5, ±12.5 67 133 133 166 333 333 2.5, ±17.5 29 57 57 90 181 181 7.5, 12.5 19 238 238 266 532 532 7.5, ±7.5 105 209 209 238 475 475 7.5, ±12.5 76 152 152 171 342 342 7.5, ±17.5 48 95 95 105 _ 209 209 7.5, ±22.5 21 43 43 45 90 90 7.5, ±27.5 12 24 24 19 38 38 12.5, ±2.5 43 86 86 59 119 119 12.5, ±7.5 38 76 76 57 114 114 12.5, ±12.5 33 67 67 52 105 105 12.5, ±17.5 24 48 48 40 81 81 12.5, ±22.5 14 29 29 26 52 52 12.5, ±27.5 10 19 19 19 38 38 17.5, ±2.5 19 38 38 26 52 52 17.5, ±7.5 17 33 33 26 52 52 17.5, ±12.5 12 24 24 26 52 52 17.5, ±17.5 10 19 19 26 52 52 17.5, ±22.5 7 14 14 24 48 48 17.5, ±27.5 5 10 10 19 38 138 P3 Tnhlo ')-� KAninfninari Minimiim Intensities for Circular Indications (in cd) Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (in cd/m2) Red Yellow Green Arrow Indication 300 mm 11,000 Angle (v,h) Red EYelloEwE[Green Red Yellow Green 2.5, 12.5 133 267 67 339 678 678 2.5, 17.5 97 194 194 251 501 501 2.5, ±12.5 57 113 113 141 283 283 2.5, ±17.5 25 48 48 77 154 154 2.5, 12.5 101 202 202 226 452 452 2.5, ±7.5 89 178 178 202 404 404 2.5, ±12.5 65 129 129 145 291 291 2.5, ±17.5 41 81 81 89 78 178 2.5, ±22.5 18 37 37 38 77 77 2.5, ±27.5 10 20 20 16 32 32 2.5, ±2.5 37 73 73 50 101 101 2.5, '±7.5 32 65 65 48 97 97 2.5, ±12.5 28 57 57 44 89 89 2.5, ±17.5 20 41 41 34 69 69 2.5, ±22.5 12 25 25 22 44 44 2.5, ±27.5 9 16 16 16 32 32 2.5, ±2.5 16 32 32 22 44 44 2.5, ±7.5 14 28 28 22 44 44 2.5, ±12.5 10 20 20 22 44 44 2.5, ±17.5 9 16 16 22 44 44 2.5, ±22.5 6 12 12 20 41 41 2.5, ±27.5 4 9 9 16 32 32 Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (in cd/m2) Table 2-5 Minimum Maintained Intensities for Arrow and PV Indications (in cd/m2) Red Yellow Green Arrow Indication 5,500 11,000 11,000 Bicycle Indication 5,500 5,500 5,500 PV Indication future future future Lane Control (X) 5,500 n/a n/a Lane Control (Arrow) n/o n/a 11,000 Table 2-5 Minimum Maintained Intensities for Arrow and PV Indications (in cd/m2) Tnhla ')-F (hrmmnHrity Sfnndnrds (CIF Chart) Section 8.04 of Red Red Yellow Green Arrow Indication 5,500 11,000 11,000 Bicycle Indication 5,500 5,500 5,500 PV Indication future future future Lane Control (X) 5,500 n/a n/a Lane Control (Arrow) n/a n/a 11,000 Tnhla ')-F (hrmmnHrity Sfnndnrds (CIF Chart) Section 8.04 of Red Y: not greater than 0.308, or less than 0.998 - x Yellow Y: not less than 0.411, nor less than 0.995 - x, nor less than 0.452 Green Y: not less than 0.506 - .519x, nor less than 0.150+1.068x, nor more than 0.730-x 7-2.07A.10 CERTIFICATE OF COMPLIANCE. The Contractor sholl provide the Engineer a Certificate of Compliance from the manufacturer in accordance with the provisions of Section 6-1.07, 'Certificates of Compliance, of the Standard Specifications. The certificate shall certify that the LED signal modules comply with the requirements of these specifications. Said certificate shall also certify the LED signal modules conform to the pre -qualified and testing approval of CalTrans and was manufactured in accordance with the CalTrans quality control program. The certificate shall also include a copy of all applicable test reports on the LED signal modules. 7-2.07A.11 MAINTENANCE PERIOD AND REPLACEMENT MODULES. Three extra modules of each size and type that are furnished for this project shall be delivered to the Engineer for use as replacements for modules that may fail. 7-2.07A.12 GUARANTEE. LED signal modules shall be guaranteed by the Contractor by supplying the City with the original manufacturers warranty after the project is accepted by the Engineer. The warranty duration shall be as outlined under the following warranty section. 7-2.07A.13 WARRANTY. The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. All warranty documentation shall be given to the Engineer prior to installation. 7-2.08 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE (COUNTDOWN PEDESTRIAN SIGNAL PER MUTCD 4E.07) shall conform to the provisions in Section 86-4.05, 'Pedestrian Signal Faces", of the Standard Specifications and these special provisions. Unless otherwise noted on the plans, pedestrian signals shall be Type A conforming to the following: Pedestrian Signal Face (Countdown Pedestrian Signal per MUTCD 4E.07) shall utilize light emitting diode signal modules. All devices must meet the general specifications of the Transportation Electrical Equipment Specifications (TEES), Chapter 1 --General Specifications, as well as the following specification. In case of conflict, this specification shall govern over the TEES, Chapter 1. 7-2.08A.1 General 1.1 Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent LED for use in traffic signal sections. 1.2 The LEDs shall utilize appropriate technology to achieve the required color and shall be the ultra bright type rated for 100,000 hours of continuous operation from -40°C to +74°C. 1.3 The modules shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of this specification during this period. 1.4 The individual LEDs shall be wired such that a catastrophic loss or the failure of one or more LED will result in the loss of not more than five percent of the signal module light output. 1.5 Electrical 1.5.1 Power Consumption 1.5.1.1 Maximum power consumption requirements for the modules are as follows (in Watts): 1.5.1.2 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. 1.5.20peration Voltage 1.5.2.1 The modules shall operate from a 60 HZ ± 3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible effect on the luminous intensity of the indications. 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. (CONTINUED ON SG -3) 71,)03_ ' 4 ry 27 L? 29 30 ' U Wv� 25° C 74°C "Hand" 10 12 "Walking Person" 9 12 1.5.1.2 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. 1.5.20peration Voltage 1.5.2.1 The modules shall operate from a 60 HZ ± 3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible effect on the luminous intensity of the indications. 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. (CONTINUED ON SG -3) 71,)03_ ' 4 ry 27 L? 29 30 ' U Wv� I W T I i !L c 0-- C a i ! r Uo� C: z n Q M �U °D �� �a�<0 y =z •L W U_ m Q (_3 M Cc W co �W° a U pp _ oT •>2 co m � c, ui Uar Tuff Lf) of g .J Q LL - `� O^{6 � 00 rl y UJI o m (n 0; (D 0Iro a_ CIS r I W Z I i !L LIJ 0-- i i ! co ,ole C) J z n lLO y =z U) Q (_3 iz Cc W co -� l i � c, m Lf) of g .J Q LL - `� O^{6 � 00 O `� , i, z y UJI o m (n 0; (D 0Iro a_ CIS r CL O Q UIiL U;� 0 SHEET NO. a0ROF 5 U Z LIJ 0-- ° C) J z n W y =z U) Q (_3 0 Cc W LL -� ~ m W Z .J Q LL - LL O -1 z CD w y UJI U) a_ CIS U W rr 0 U " JQ J T_ SHEET NO. a0ROF 5 N LO. �2" M_ 00 - co_ L0 - a Ch - 1.5.3Power Factor at a temperature of +74° C(+165* F , before performing any design qualification testing. LED signal module shall have a power factor of 0.90 or greater. 3.4.4 An�yy failure of the module, which renders the unit non-compliant with the specification after burn in, 1 1/4" ANCHORS x 36" 3/4" ANCHORS x 24" 3/8" ANCHORS x 12" shall be cause for rejection. GALV. 2 NUTS AND I GALV. 2 NUTS AND GALV. 2 NUTS AND .',IU 19 1.5.4THD �z; a Total harmonic distortion (current and voltage) induced into an AC power line by an LED signal module WASHERS EACH LIGHT STD. WASHERS EACH LIGHT STD. WASHERS EACH LIGHT BOLLARD o U�' C._,t shall not exceed 20 percent. 3.4.5 For Design Qualification Testing, all specifications will be measured including, but not limited to: cs y 1.5.5Sur e Suppression 3.4.5.1 Rated Initial Luminous Intensity, measured over the operating temperature range. - 4" LEVEL GROUT COURSE _ 4" LEVEL GROUT COURSE _ 4" LEVEL GROUT COURS o,,b� The signalmoduleonboard circuitry shall include voltage surge rotection to withstand high repetition y P g P g SIDEWALK SIDEWALK SIDEWALK noise transients as stated in Section 2.1.6 of NEMA Standard TM, 1992. 3.4.5.2 Chromaticity (Color), measured over the operating temperature range. 1.5.6The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified 3.4.5.3 Electrical. above. All specified parameters shall be measured and used for quality comparison of production quality IS w assurance on production modules (rated power, etc.) ��( 1.5.7A11 wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: z - z -. 00 Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 3.4.5.4 Equipment Compatibility. ;; - Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. - 1.5.8Compatibility Each signal module shall be connected to the output of a standard load switch, connected to an cv i� The modules shall be operationally compatible with currently used controller assemblies (solid state load AC volts e sup ly between the values of 95 and 135 VAC, with the input to the load switch in the - _:__ o switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these "off" posi7ion. t AC voltage developed across each LED signal module so connected shall not o� /moi �/ 4-#3 BARS yi devices. exceed 10 V rms as the input AC voltage is varied from 95 V rms to 135 V rms. __ : \ ___: �� CONDUIT AS REQ'D OR #3 SQUARE TIE �j --- -t ------------- - CO 1.5.8.1 When a current of 20 mA AC or less is applied to the unit, the voltage read across the two 3.4.5.5 Mechanical vibration testing shall be as per MIL -STD -883, Test Method 2007, using 3 four I `� CONDUIT AS REQ'D \ _ 24" SQUARE " Q CO ( ) PP 9 6-#4 BARS 2500 PSI 1 PVC CONDUITS leads shall be 15 VAC or less. minute cycles along each x, and z axis at a force of 2.5 Gs, with a frequency sweep from 2HZ iL to 120 H_Z. The loosening ofythe lens, or of any internal components, or other physical damage , EQUALLY SPACED CONCRETE 2 CONDUITS NEEDED 10 1.5.9The modules and associated onboard circuity must meet Class A emission limits referred to in Federal shall be cause for rejection. Y ------ --- - ---- - - 2500 PSI FOR BOLLARDS IN 6- 4 BARS ` Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission 3.4.5.6 Temperature c clin shall be performed as per MIL -STD- 83, Test method 1010. The # i� CONCRETE SERIES L `� of electronic noise. P Y P . P 00 EQUALLY SPACED � �� -� (D m erformed with a 30 minute transfer time between tem eratu A minimum of a c cies shall be temperature range shat be per 'Environmental Requirements'. y 1.6 Environmental Requirements p � p e extremes and a 30 minute dwell 24" 0 #3 HOOPS -4 REQ'D � � time at each temperature.. Modules bein tested shall be energized and functioning throughout ------ ------ P �) � � 9 9 EQUALLY SPACED 1.6.1 The LED signal module shall be rated for use in the operating temperature range of -40°C 40' F to the duration of the test. Failure o a module to function proper y or any evidence of cracking of BOLLARD FOUNDATION CO g P g P a ( ) the module lens or housing after temperature cycling shall be cause for rejection. I - �� +74° C (+165° F). The modules shall meet all specifications throughout this range. " " N.T.S. �$G- P 1.6.2The LED signal module shall be protected against dust and moisture intrusion per the requirements of 3.4.5.7 Moisture resistance shall be performed on all modules m unted in a standard type A ------T------ NOTE: CITY HAS OPTION TO Q W _ C0 NEMA Standard 250-1991 for Type 4 enclosures to protect all internal components. pedestrian housing per NEMA Standard 250-1991 for Type 4 enclosures. Any evidence of internal LIGHT STANDARD FOUNDATION A SET FOUNDATIONS FLUSH moisture after testing shall be cause for rejection. ] 0 1.7 Construction 2500 PSI N°TS, - WITH SIDEWALK GRADE U og 7-2.08A.4 Production Quality Control Testing. CONCRETE °- NOTE: CITY HAS OPTION TO 1.7.1 The LED signal module shall be a single, self contained device, not requiring onsite assembly for rt installation into an existingtraffic signal housing. The ower supply for the module shall be integral to 4.5.1 The following Production Quality Assurance tests shall be performed on each new module prior to SET FOUNDATIONS FLUSH _ the unit. g g P PP Y g shipment. Failure to meet requirements of any of these tests shall be cause for rejection. These 4 WITH SIDEWALK GRADE '' . Tor _ results shall be retained by the manufacturer or seven years. _ 1.7.2The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the Trans ortation Electrical Equipment S Specifications' 4.5.2 Burn -in period shall consist of each signal module being energized at rated voltage or a 30 minute ����� , P PP stabilization period before the measurement is made. #3 HOOPS -8 REQ'D 1.7.3The assembly and manufacturingprocess for the LED signal assembly shall be designed to assure all 30" 0 EQUALLY SPACED `'- internal components are adequaely supported to withstand mechanical shock and vibration from high 4.5.3 Each module shall be tested for rated initial intensity after burn -in. j winds and o her sources. 4.5.3.1 A single point measurement, with a correlation to the intensity requirements of Section 1.04 CE0j [Cr M Q 1.8 Materials of the VTCSH for circular modules, may be used. MAST ARM FOUNDATIONKC 1.8.1 Material used for the lens and signal module construction shall conform to ASTM specifications for the 4.5.3.2 The ambient temperature for this measurement shall be a +25° C (+77° F). N.T.S. - TYP 19-2-100 (MODIFIED) I z materials. SIGNAL &LIGHTING STD. STD. I �� co NOTE. CITY HAS OPTION TO 4.5.3.3 Each module not meeting minimum luminous intensity requirements of 3,750 cd/m* for Hand "' ' SET FOUNDATIONS FLUSH PLAN RSP ES -7D PED. PUSH BUTTON POST 1.8.2Enclosures containing either the power supply or electronic components of the signal module shall be and 5300 cd/m2 for Walking Person Symbol shall be cause for rejection. z a o g WITH SIDEWALK GRADE 4 TOTAL REQUIRED 4 TOTAL REQUIRED { !LU made of UL94V0 flame retardant materia s. The lens of the signal module is excluded from this requirement. 4.5.4 Each module shall be tested for required power factor after burn -in. l j W jam STD. PLN ES -7A 1.9 Module Identification 4.5.5 Each module shall be measured for current flow in amperes after burn -in. The measured current 4'-6" z �' values shall be compared aainst rated values resulting from design qualification measurements under DECORATIVE STREET LAMPS I ' o; j Q Q 1.9.1 Each module shall have the manufacturer's name, trademark, model number, serial number, date of `Design Qualification Testing'The current flow shall not exceed the rated value. DECORATIVE FINIAL a, zj� ' DUAL ARM MOUNT i- ;o`oi� o Cr manufacture (month -year), and lot number as identification permanently marked on the back of the V) m1 -' ° XI module. 4.5.6 Each module shall be visually inspected for any exterior physical damage or assembly anomalies. CYCLONE PRAIRIE SERIES OR ��, o PED. PUSH BUTTON °, °" W Careful attention shall be paid to the surface of the lens to ensure there are no scratches (abrasions), APPROVED EQUAL REFER TO c�� ~1� a CAL TRANS TYPE B R � �' 1.9.2The following operating characteristics shall be permanently marked on the back of the module: rated cracks, chips, discoloration, or other defects. Any such defect shall be cause for rejection. LIGHTING SPECIFICATIONS "' _ W, QI o 0 f STD. PLN. ES -5C � `� W� W w voltage and rated power in Watts and Volt -Ampere. N = W: WI o 0 7-2.08A.5 Maintenance Period and Replacement Modules DEOCORATIVE FLUTED I. �. Q Q 1.9.31f a specific mounting orientation is required, each module shall have prominent and permanent ;., of o �, marking(s) for correct indexing and orientation within a signal housing. The markings shall consist of Three extra modules of each size and type that are furnished for this project shall be delivered to the Engineer ALUMINUM SHAFT N! of o for use as replacements for modules that may fad. " "' i � Q an up arrow, or the word "UP or "TOP" P Y 12'-0 POST HEIGHT SMALL DECORATIVE__ °° ALUMINUM BASE - 7-2.08A.2 Type A Pedestrian Signal Face Countdown Pedestrian Signal per MUTCD 4E.07 7-2.08A.6 Guarantee 10 -0 I YP g ( g P ) FLUTED ALUMINUM � �; � r Pedestrian Signal Face Countdown Pedestrian Signal per MUTCD 4E.07 section modules shall be guaranteed b TRAFFIC SIGNAL ARM The following specification requirements apply to the walking person section only. All general specifications 9 ( 9 P ) 9 Y apply unless specifically superseded in this section. the Contractor by supplying the City with the original manufacturers warranty after the project is accepted by O ; m the Engineer. The warranty duration shall be as outlined under the following warranty section. - { o o : j 03 2.1 General DECORATIVE FINIAL Ln 7-2.08A.7 Warranty I m �, m o��Q°o�zo MILL CREEK a to Q o U_ o 0 2.1.1 Pedestrian signal face modules shall be designed to mount behind or replace the existing face plate of 0 TYPE 1 A PEDESTRIAN SIGNAL existing Type "A" housing as specified by the requirements in the ITE Publication: Equipment and The manufacturer shall provide a written warranty against defects in materials and workmanship for the TRAFFIC SIGNAL POLE 4 TOTAL REQUIRED STD. Material Standards, Chapter 3 (Pedestrian Traffic Control Signal Indications). Pedestrian Signal Face (Countdown Pedestrian Signal per MUTCD 4E.07) modules for a period of 60 months after , installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. SIGN 6'X 1'-10" PLN' RSP ES -7B Z 2.1.2The design of the modules shall require a specific mounting orientation. U Q 7-2.08A.8 Pedestrian Push Butttons 65LB LED 2.2 Photometric Requirements " ILLUMINATED SIGN DECORATIVE FINIAL W J Pedestrian push buttons shall conform to the provision in Section 86-5.02 Pedestrian Push Buttons of the 2.2.1 Each module shall provide an average luminous intensity of at least 3,750 candela/m* for 'Nand" and Standard Specifications and these special provisions. Pedestrian push button signs shall be fastened with tamper 5,300 candela/m* for "Walking Person" symbol throughout the useful life over the operating temperature proof L.H. Dottle Co., stainless steel button head star pin fasteners, 8/32" x 1/2" T83212T or equal. Pedestrian POST HEIGHT O range. push buttons shall be installed with equipment to aid the visually impaired as stated in Accessible Pedestrian Q CE z Signals and Accessible Pedestrian Signal Detectors" in these special provisions. Push buttons shall be ADA _I x 2.2.2 The uniformity ratio of an illuminated symbol shall not exceed 4 to 1, between the highest luminance audible. C W �. area and the lowest luminance area in the module. _HEAD PED. SIGNAL HEAD c = Z 7-2.09 LUMINAIRES. The contractor is alerted to the fact that this project requires special luminaires and TRAFFIC SIGNAL (n Q O 2.2.3 The color output of the module shall conform to the re uirements of Section 5.3 in the ITE special fluted poles. Please refer to the special provision. O - v Publication: Equipment and Material Standards. Chapter 3 Pedestrian Traffic Control Signal Indications). 1ST MOUNT PIPE CC f2 �- 7-2.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, DECORATIVE FLUTED - W 2.2.3.1 Tland" shall be Portland orange. Not greater than 0.390, nor less than 0.331, nor less than Photoelectric Controls", of the Standard Specifications and these special provisions. ALUMINUM SHAFT `�' 0.997-x. DEOCORATIVE FLUTED Cc Q Q dS C) Each Luminaire shall be provided with a Type IV photoelectric control. ALUMINUM SHAFT W J 2.2.3.2 Walkin person shall be lunar white. PED. SIGNAL HEAD o M Z Q LL x: not les than 0.290, nor greater than 0.330 7-2.11 CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The Contractor will furnish the controller and PED. PUSH BUTTON LL y: not less than 1.5x-0.175, nor greater than 1.5x-0.130 cabinet assembly for the location complete with all necessary prom modules, conflict monitor, flasher units and _ CAL TRANS TYPE B Q J Z W relays, isolation module, switch packs, keys and locks. STD. PLN. ES -5C �_ 2.3 Physical and Mechanical Requirements 1 ST MOUNT PIPE i i i i a. The central pad on the Foundation Detail in State Standard Plan ES -4B shall be increased from a height of �' �, I ��- W Cf) Cl) 2.3.1 The module shall be designed to be used in the pedestrian signal section as retrofit replacement for three and one-half (3.5) inches to a height of twelve (12) inches. i i 17"0 DECORATIVE W existing signal LEDs and shall not require special tools for installation. REMOVED PEDESTRIAN PUSH ?JTTON - ALUMINUM BASE U U U The Contractor shall supply and install each controller cabinet with the surge suppressor module combination 4 o � 2.3.1.1 The module shall fit into existing pedestrian signal section housings built to the PTCSH terminal block EDCO PC642C-015D & PCBIB or equivalent. J LL specifications without modification to the housing. 7-2.12 ACCESSIBLE PEDESTRIAN SIGNALS AND ACCESSIBLE PEDESTRIAN SIGNAL DETECTORS. All pedestrian push -All i J Q 2.3.2 The height of each symbol on the module shall be not less than 250 mm and the width of each button locations shall have Accessible Pedestrian Signals and Accessible Pedestrian Signal Detectors per the 23"0 DECORATIVE symbol on the module shall not be less than 165 mm. MUTCD Sections 4E.06 and 4E.09. ALUMINUM BASE I 2 M 2.4 Construction 7-2.13 GUARANTEE. The Contractor shall furnish a written guarantee to the City on the form attached, guaranteeing all systems installed under this contract for a period of one (1) year from the date of acceptance DECORATIVE The modules shall be a single, self-contained device, not requiring on-site assembly for installation into of the work. The guarantee, roperly executed, shall be filed with the City before notice of completion and final an existing Type "A" housing. acceptance is made by the guarantee, of the work described on the plans and these special provisions. DECORATIVE TRAFFIC SIGNALS WIND CONDITION: PEDESTRIAN 7-2.08A.3 Quality Assurance " " ` �j �`'�. f"�,y; 3/4 ANCHORS x 24 GALV. 100 MPH SIGNALS 3.1 The modules shall be manufactured in accordance with a manufacturer quality assurance (QA) program. 2 NUTS AND WASHERS EACH LIGHT STD. The QA program shall include two types of quality assurance: (1) design quality assurance and (2) _ 4" LEVEL GROUT COURSE 1 3/4" ANCHORS x 24" GALV. LIGHT STD. 3/4" ANCHORS x 24" GALV. roduction quality assurance. The production quality assurance shall include statistically controlled routine �+ 2 NUTS AND WASHERS EACH LIGHT STD. ►---i f► ests to ensure minimum performance levels of LED signal modules built to meet this specification, and a SIDEWALK } 4" LEVEL GROUT COURSE 2 NUTS AND WASHERS EACH • r-•� �� �, documented process of how problems are to be resolved. t =� _ 4" LEVEL GROUT COURSE SIDEWALK `r SIDEWALK 3.2 QA process and test results documentation shall be kept on file for a minimum period of seven ears. „ "If P P P Y al-- ��� ORIENTATION GUIDE 3.3 LED signal module designs not satisfying design qualification testing and the production quality assurance Z " „ 180° ° testing performance requirements described below shall not be labeled, advertised, or sold as conforming to ,� ----- - ;r- --- %�ii� ;y ���� 225° 135 this specification. ' o z o .t - - - - °° ----- - - - ANCHORS 3.4 Design Qualification Testing i = o ---- - °° r7 ---- F 00 3.4.1 Desiggn Qualification Testing shall be performed by the manufacturer or an independent testing lab hired %� ----- - - -- _ i� ? _ _ _ _ ��; b pthe manufacturer on nw LED module designs, Band when a major design change has gbee( -___ I ____ # CONDUIT AS REQ'D TOP OF BOX o ___ ___________ 76-#C40BARS TOP CUL BOX o : _- --"- -- ° Y 9 1 9 9 t 270° 90 implemented on an existingdesign. A major design change is defined as a design change electrical or 6-#4 BARS CULVERT �NDUIT AS REQ D �� physical) which chap es any of the performance characteristics of the module results in a different EQUALLY SPACED CONDUIT AS REQ'D circuit configuration for the ower supply, or changes the layout of the individual LEDs in the module. NOTE: CITY HAS g P PP y° g Y --- -- 2500 PSI 24 0 6-#4 BARS , 2500 PSI ( 2500 PSI 36 0 OPTION TO SET ' EQUALLY SPACED CONCRETE - EQUALLY SPACED 3.4.2 A quantity of two units for each design shall be submitted for Design Qualification Testing. ��� CONCR TE CONCRETE q Y g g g FOUNDATIONS`% " 3 HOOPS -4 REQ'D #3 SQUARE TIES -4 REQ'D #3 HOOPS -4 REQ'D 315° 45° 3.4.2.1 Test Units shall be submitted to Caltrans Laboratory, Electrical TestingBranch, after the FLUSH WITH 24 0 # 0° manufacturer's testing is complete. SIDEWALK GRADE EQUALLY SPACED EQUALLY SPACED �HANDHOLE SHEET NO. 3.4.2.2 Manufacturer's testing data shall be submitted with test units for Caltrans verification of PEDESTRIAN SIGNAL POLE & PEDESTRIAN SIGNAL POLE FOUNDATION PEDESTRIAN PUSH BUTTON POLE FOUNDATION Design Qualification Testing data. ABOVE 21ST STREET BOX CULVERT g PEDESTRIAN PUSH BUTTON POLE FOUNDATION pKE%ABOVE 21ST STREET BOX CULVERT F 3.4.3 Burn In. N.T.S.N.T.S. - N.T.S. OF - 5 The sample modules shall be energized for a minimum of 24 hours, at 100 percent on-time duty cycle, % �" dS 34 5 6 'I 8 9 10 11 1'2 1,3 i d6 18 19 20 21 22 23 2�4 c : 29 30 7� FL CONTROLLER CABINET DETAIL A SCALE: 1 =10 �,G—Y �IPUSH BUTTON POSTLo STA. 14+35.85, 18.50LT �2- LIGHT STANDARD 1>1 STA. 14+30.50, 15.75LT. SIGNAL CONDUIT DETAIL ATO('B__N� MAST ARM SCALE: 1"=10' SIGNS S G _ TYPE 1A STANDARD 1110 I( STA. 14+35.85, 18.50RT, II II TYPE 1A STANDARD STA. 14+56.85, 18.50LT. POLE SCHEDULE f MAST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING VEHICLE WALK W -DW PPB MAST ARM MOUNTED SIGNS VIDEOCAMERA& DD 5 SIGNALS i�i��i�r�i�r��������©�� 1�c�r1 ��r��o�� DONT WALK 0 0 (UNLESS OTHERWISE NOTED) PRE-EMPTION 19-2-100 0' (DECORATIVE) SV -1-T PPB POST10'-LIGHT/12'-END MAS SP -1 -T 04 04 MILL CREEK NONE MAS B TYPE 1A 7' TALL SP -1-T 04 04 NONE 19-2-100 0' (DECORATIVE) SV -1-T lyl C PPB POST' 10 -LIGHT 12' -END / MAS SP -1-T 04 04 MILL CREEK NONE MAS TYPE IA 7' TALL SP -1-T 04 04 NONE I I of \ I I ------ -- ----- --- --- -EIGHT--STANDARD---------- SEE DETAIL -------------------------- S-TA--13+77:35;rR - 27-50LT-- - G_ -T- _T_ _T_ E — : J i � I 1' 'll7 — -1� PO4 PPPPPID 021 II '10 9 - - - - - -- - - (I 10 II LIGHT STANDARD h11 1 II 42 STA. 14+62.21, 15.75RT. I � o �. 8 1 I H PI 4 II PO4 E �•�-------- 'A_f LIG EXIST. STORM DRAIN I D I 11 ------------ g PUSH BUTTON POST rl 0 T.� • �-4pQ � r 11 5 STA. 14+56.85, 18.50RT. \� _ � _ - - - - �- -- - - �---- ---- 1 4 II 11 5 _ --- ---- ---- `�_---- SIGNAL CONDUIT DETAIL AT C C - — _ _-- ___ ____ ---- ---- -- ==- ---- ---- ---- SCALE: 1"=10' S V — I SEE DETAIL - I 3 I 2 M\ l- 15 - — - —I- — - +_ C SEE DETAIL X G 1 I a: I , I Itc L -F-1 2 I / RIGHT OF WAYS,-�-- -- -- I-- -- -- LIGHT STANDARD S ---------- � STA. 15+08.35, 27.50LT. I -T- I E 6 � 19T"STREET - -�- - LIGHT STANDARD STA. 15+08.35, 27.50RT. ----------------------- ----- I� I I ,I RIGHT OF WAY--- - - - - I fI t / I I I I I I I i / CONSTRUCTION NOTES: / Q CONTRACTOR SHALL FURNISH AND INSTALL TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120V/240V TYPE III -CF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX / I IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT I / SHALL BE PG&E #043459. I / 0 CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -CF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS, OTHERWISE PGE BOX #043459 i I / NOTED. 03 ALL NEW SIGNAL INDICATIONS SHALL BE 12" [300mm] LED "RED", "GREEN" AND "YELLOW" PER SPECIFICATIONS. OH- - - -OH- - - -OH- - ---OH / — ® CONTRACTOR FURNISHED LUMINAIRES SHALL BE INSTALLED ON POLES 0 & PGE SERVICE POLE / 5 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED COUNTDOWN PEDESTRIAN SIGNALS PER MUTCD 4E.07, AS DETAILED IN THE SPECIFICATIONS. s c c © LOCATIONS OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY THE 6 SEWER s ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGRO --- -�- -- -- x - I f 0 0 0 «• , .- man a 00 a 0 00 m DD m 20 DD 5 " � ' • i�i��i�r�i�r��������©�� 1�c�r1 ��r��o�� 1t�� 1�� 1���«r�i�� !�� 1��r�i�r�i�� RIGHT OF WAYS,-�-- -- -- I-- -- -- LIGHT STANDARD S ---------- � STA. 15+08.35, 27.50LT. I -T- I E 6 � 19T"STREET - -�- - LIGHT STANDARD STA. 15+08.35, 27.50RT. ----------------------- ----- I� I I ,I RIGHT OF WAY--- - - - - I fI t / I I I I I I I i / CONSTRUCTION NOTES: / Q CONTRACTOR SHALL FURNISH AND INSTALL TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120V/240V TYPE III -CF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX / I IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT I / SHALL BE PG&E #043459. I / 0 CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -CF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS, OTHERWISE PGE BOX #043459 i I / NOTED. 03 ALL NEW SIGNAL INDICATIONS SHALL BE 12" [300mm] LED "RED", "GREEN" AND "YELLOW" PER SPECIFICATIONS. OH- - - -OH- - - -OH- - ---OH / — ® CONTRACTOR FURNISHED LUMINAIRES SHALL BE INSTALLED ON POLES 0 & PGE SERVICE POLE / 5 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED COUNTDOWN PEDESTRIAN SIGNALS PER MUTCD 4E.07, AS DETAILED IN THE SPECIFICATIONS. s c c © LOCATIONS OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY THE 6 SEWER s ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGRO --- -�- -- -- x - I UND UTILITIES PRIOR TO FILE POLE PLACEMENT. Q7 CONTRACTOR SHALL FURNISH AND INSTALL LED ILLUMINATED STREET NAME SIGNS AND SHALL BE CARMANAH R409, OR APPROVED EQUAL AND SHALL CONFORM TO THE SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING ROAD SIGN. ® INSTALL STREET LIGHT PER COB STANDARD ST -14 WITH 1Y" CONDUIT FROM #3% BOX TO LIGHT FOUNDATION. 1p FOUNDATION IS OVER BOX CULVERT - DO NOT OVERDRILL WHEN INSTALLING FOUNDATION. 11 POTHOLE TOP OF EXISTING BOX CULVERT PRIOR TO INSTALLING FOUNDATION. lb 11 1"2 13 1'4 13 LEGEND O SURVEY MONUMENT ® INSTALL CITY -FURNISHED SIGNAL CONTROLLER CABINET ® INSTALL PG&E NO. 043459 PULL BOX FURNISH & INSTALL NO. 3 1/2 PULL BOX 0 FURNISH & INSTALL NO. 5 PULL BOX ® FURNISH & INSTALL NO. 6 PULL BOX 16 INSTALL CITY -FURNISHED TYPE III -CF SERVICE PEDESTAL ROUND SIGNAL FACE PEDESTRIAN SIGNAL FACE LEFT ARROW SIGNAL FACE INSTALL CITY -FURNISHED MAST ARM SIGNAL STANDARD LIMITS OF STREET LIGHT WITH MAST ARM FOUNDATION ROUND SIGNAL FACE LIMITS OF / FOUNDATION INSTALL CITY -FURNISHED TYPE 1 - 7' TALL SIGNAL STANDARD PEDESTRIAN SIGNAL FACE LIMITS OF_,..=°% INSTALL CITY -FURNISHED PEDESTRIAN PUSH BUTTON POST FOUNDATION 13,--- STATION IN 100 FEET — - - + - —CENTERLINE OF CONSTRUCTION ----------RIGHT OF WAY --- -- ---SECTION LINE — —UTILITY EASEMENT —"-- ---- ---- FURNISH & INSTALL CONDUIT © STANDARD LOCATION DESIGNATION A CONDUIT RUN DESIGNATION 12 ITEM OF WORK - SEE SCHEDULE ® EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN Os EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE �- EXISTING POWER POLE -0 EXISTING STREET LIGHT 1[] EXISTING PG&E NO. 043459 PULL BOX SIGN DESIGNATION--,,RI-1 ESIGNATION—REXISTING TRAFFIC SIGNS —s—EXISTING SEWER LINE o EXISTING STORM DRAIN LINE = _ = — = — = --OUTER DIAMETER OF EXISTING PIPE —w—EXISTING WATER LINE —T— I EXISTING UNDERGOUND TELEPHONE LINE EXISTING GAS LINE Fo EXISTING FIBER OPTIC LINE EXISTING EDGE OF PAVEMENT — OH EXISTING OVERHEAD UTILITY LINES - - - ---- EXISTING UNDERGROUND ELECTRIC LINES EXISTING MULTIPLE UTILITY TRENCH FLOwuNE__-==EXISTING CURB AND GUTTER 11 P ----------------------EXISTING BACK OF WALK —x x x x x EXISTING FENCE EXISTING CHAINLINK FENCE ABBREVIATIONS "EP" EDGE OF PAVEMENT "STA" STATION "TC" TOP OF CURB "MH" MANHOLE "FL" FLOWLINE "SMH" SEWER MANHOLE "CL" CENTERLINE "EXIST" EXISTING "DMH" DRAIN MANHOLE "INV" INVERT "TOM" TOP OF MANHOLE "C&G" CURB & GUTTER "ELEV" ELEVATION "TOB" TOP OF BANK "FC" FINISH CONCRETE "CB" CATCH BASIN "RELOC" RELOCATED "COB STD" CITY OF BAKERSFIELD STANDARD ? 1 G 3 29 3O XN'AEH �f.� v w LL cr 10 u i fit? Ci i. w 3H Q �. 2 �cc Q Vow Ip 0,8 r M U co M C 90� 2Z cti m c C.U00 .0 '- _ 4-- 4:_ j oio $ �f¢ a c. Z I j W Ir i I o I l I Iw .a o 0 f I d I II-jwo i "' I "' f i (!) i J Qlo , Flo - 4 -co N;o rCR f(J M i ; \ 0 I I) N i j I i m t L= 0) C0 Ar o r m olm�Q � �i cof `o �,3� om Zm;b!`' .2 j L � � O .' Olio '- Q (.5 I U a. jo t❑ �z U LLI a_ O Ia-z _W OAC nn W y ICE o Qw Jco m z QLL 3 o z0 >- w �T F— W LL U U J LL _J Q r--1 /0 Zo �V v J SHEET NO. OF 5 f 0 0 0 — —� 20 5 UND UTILITIES PRIOR TO FILE POLE PLACEMENT. Q7 CONTRACTOR SHALL FURNISH AND INSTALL LED ILLUMINATED STREET NAME SIGNS AND SHALL BE CARMANAH R409, OR APPROVED EQUAL AND SHALL CONFORM TO THE SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING ROAD SIGN. ® INSTALL STREET LIGHT PER COB STANDARD ST -14 WITH 1Y" CONDUIT FROM #3% BOX TO LIGHT FOUNDATION. 1p FOUNDATION IS OVER BOX CULVERT - DO NOT OVERDRILL WHEN INSTALLING FOUNDATION. 11 POTHOLE TOP OF EXISTING BOX CULVERT PRIOR TO INSTALLING FOUNDATION. lb 11 1"2 13 1'4 13 LEGEND O SURVEY MONUMENT ® INSTALL CITY -FURNISHED SIGNAL CONTROLLER CABINET ® INSTALL PG&E NO. 043459 PULL BOX FURNISH & INSTALL NO. 3 1/2 PULL BOX 0 FURNISH & INSTALL NO. 5 PULL BOX ® FURNISH & INSTALL NO. 6 PULL BOX 16 INSTALL CITY -FURNISHED TYPE III -CF SERVICE PEDESTAL ROUND SIGNAL FACE PEDESTRIAN SIGNAL FACE LEFT ARROW SIGNAL FACE INSTALL CITY -FURNISHED MAST ARM SIGNAL STANDARD LIMITS OF STREET LIGHT WITH MAST ARM FOUNDATION ROUND SIGNAL FACE LIMITS OF / FOUNDATION INSTALL CITY -FURNISHED TYPE 1 - 7' TALL SIGNAL STANDARD PEDESTRIAN SIGNAL FACE LIMITS OF_,..=°% INSTALL CITY -FURNISHED PEDESTRIAN PUSH BUTTON POST FOUNDATION 13,--- STATION IN 100 FEET — - - + - —CENTERLINE OF CONSTRUCTION ----------RIGHT OF WAY --- -- ---SECTION LINE — —UTILITY EASEMENT —"-- ---- ---- FURNISH & INSTALL CONDUIT © STANDARD LOCATION DESIGNATION A CONDUIT RUN DESIGNATION 12 ITEM OF WORK - SEE SCHEDULE ® EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN Os EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE �- EXISTING POWER POLE -0 EXISTING STREET LIGHT 1[] EXISTING PG&E NO. 043459 PULL BOX SIGN DESIGNATION--,,RI-1 ESIGNATION—REXISTING TRAFFIC SIGNS —s—EXISTING SEWER LINE o EXISTING STORM DRAIN LINE = _ = — = — = --OUTER DIAMETER OF EXISTING PIPE —w—EXISTING WATER LINE —T— I EXISTING UNDERGOUND TELEPHONE LINE EXISTING GAS LINE Fo EXISTING FIBER OPTIC LINE EXISTING EDGE OF PAVEMENT — OH EXISTING OVERHEAD UTILITY LINES - - - ---- EXISTING UNDERGROUND ELECTRIC LINES EXISTING MULTIPLE UTILITY TRENCH FLOwuNE__-==EXISTING CURB AND GUTTER 11 P ----------------------EXISTING BACK OF WALK —x x x x x EXISTING FENCE EXISTING CHAINLINK FENCE ABBREVIATIONS "EP" EDGE OF PAVEMENT "STA" STATION "TC" TOP OF CURB "MH" MANHOLE "FL" FLOWLINE "SMH" SEWER MANHOLE "CL" CENTERLINE "EXIST" EXISTING "DMH" DRAIN MANHOLE "INV" INVERT "TOM" TOP OF MANHOLE "C&G" CURB & GUTTER "ELEV" ELEVATION "TOB" TOP OF BANK "FC" FINISH CONCRETE "CB" CATCH BASIN "RELOC" RELOCATED "COB STD" CITY OF BAKERSFIELD STANDARD ? 1 G 3 29 3O XN'AEH �f.� v w LL cr 10 u i fit? Ci i. w 3H Q �. 2 �cc Q Vow Ip 0,8 r M U co M C 90� 2Z cti m c C.U00 .0 '- _ 4-- 4:_ j oio $ �f¢ a c. Z I j W Ir i I o I l I Iw .a o 0 f I d I II-jwo i "' I "' f i (!) i J Qlo , Flo - 4 -co N;o rCR f(J M i ; \ 0 I I) N i j I i m t L= 0) C0 Ar o r m olm�Q � �i cof `o �,3� om Zm;b!`' .2 j L � � O .' Olio '- Q (.5 I U a. jo t❑ �z U LLI a_ O Ia-z _W OAC nn W y ICE o Qw Jco m z QLL 3 o z0 >- w �T F— W LL U U J LL _J Q r--1 /0 Zo �V v J SHEET NO. OF 5 r t { mm _A m� 9-1 CONCRETE FOOTING AT LAKE BOTTOM CD ---------- 1/2" S.S. TUBING---" PLAN - AERATOR Scale: 3/4"=1'-0" S.S. CLAMPS TYP. STOP CLAMP 1/2" S.S. TUBINGCABLE SPLICE 1'-0" 3 CLAMPS SIDEWALK --� PERIMETER WALL 2" PVC CONDUIT, -- ELECTRICAL POWER FEED FROM METER 2 1/2" SCH. 80 PVC 1/4" #316 S.S. WIRE CABLE, 6" _ PIPE CONDUIT CONTINUOUS LOOP I -•- FLOATING AERATOR ANCHORED TO - -- -- _ - -- -- _ CONCRETE FOOTING & WIRE CABLE USING GUYS AS SHOWN BELOW LAKE SIDE —� 4" SCH. 80 PVC - -_r 2 REQUIRED -�- PIPE CONDUITS 6"t --- ----- -------------------------------------- �-------- ----------------------------------------------------------- ------------- -- - -----i+ ------- ___________ ------- --- -------- 1/4" #316 S.S. WIRE CABLE, -�L_ - CONTINUOUS LOOP Vn 2" SC 80 PVC 3 HP 230V, 10 FLOATING AERATOR, OTTERBINE, BAREBO, INC. SUNBURST MODEL, 2 REQUIRED ELEV. 401.50 GUYS TO AERATOR 1 2 PLACES PIPE CONDUIT POWER CABLE 4'X4'X2' DEEP PRECAST - VAULT & LID, CHRISTY R27 P24 WITH R27-52HT 1 PLAN - CABLE & ELECTRICAL HOUSING Scale: 3/4"=1'-0" 4'X4'X2' DEEP PRECAST VAULT & LID, CHRISTY R27 P24 WITH R27-52HT 12"X4' PERIMETER ° CLAMP MOTOR CABLE TO S.S. PULL CABLE, ONCE ONLY 3'-0" SQR. CONCRETE FOOTING 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP SECTION - DETAIL AERATOR B Scale: 3/4"=1'-0" AE -1 \— 2-2 1/2" SCH. 80 PVC 2-4 SCH. 80 PVC PIPE CONDUITS PIPE CONDUITS 45' ELBOW Q) 8 � tit .,� N W U N 3'-0" FOUNDATION FOR Q m ELECTRICAL CABINET CP � CP C)) �(o L7 (D r •� n� (Ua Co Co 6"co W-° CO CP N jv 00 — — — -— _ ELECTRICAL CABINET T 2 1/2" SCH. 80 PVC I CO CONDUIT Q 0 LOOP 6' EXTRA CABLE, `r TIE WITH TY -WRAPS TIGHTEN CABLE AND CLAMP TO VAULT WALL WITH DRILL -IN ANCHOR WALL ELEV. 402.50 SIDEWALK BOLT TO FOUNDATION WITH S.S. ANCHORS s ELEV. 402.75 MOUNT CONTROL PANELS FOR EACH Q ELEV. 401.50 o u) - W ° CLAMP MOTOR CABLE TO S.S. PULL CABLE, ONCE ONLY 3'-0" SQR. CONCRETE FOOTING 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP SECTION - DETAIL AERATOR B Scale: 3/4"=1'-0" AE -1 \— 2-2 1/2" SCH. 80 PVC 2-4 SCH. 80 PVC PIPE CONDUITS PIPE CONDUITS 45' ELBOW Q) 8 � tit .,� N W U N 3'-0" FOUNDATION FOR Q m ELECTRICAL CABINET CP � CP C)) �(o L7 (D r •� n� (Ua Co Co 6"co W-° CO CP N jv 00 — — — -— _ ELECTRICAL CABINET T 2 1/2" SCH. 80 PVC I CO CONDUIT Q 0 LOOP 6' EXTRA CABLE, `r TIE WITH TY -WRAPS TIGHTEN CABLE AND CLAMP TO VAULT WALL WITH DRILL -IN ANCHOR CABINET WITH LOCKING DOOR 12"X30"X48", G a. J BOLT TO FOUNDATION WITH S.S. ANCHORS ELEV. 402.75 MOUNT CONTROL PANELS FOR EACH Q AERATOR, PROVIDE 50 AMP DISCONNECT u) < W Lu Y CrW i i i L ; E 0 LL z } Y ICE I¢ r, ; N LLJLL O W 6X6X10 GA. W.W.F. U U O: o 6 N a in Q '" 0 0 U NOTE: FRONT VIEW CONCRETE FOOTING OF CABINET SHOWN. SEE PLAN VIEW FOR ORIENTATION 2'-6" -Wj 0 r NEMA 3R FREESTANDING ELECTRICALn cc CABINET WITH LOCKING DOOR 12"X30"X48", _I a. J BOLT TO FOUNDATION WITH S.S. ANCHORS ELEV. 402.75 MOUNT CONTROL PANELS FOR EACH Q AERATOR, PROVIDE 50 AMP DISCONNECT u) < W Lu Y CrW m 0 LL z } Y ICE W W 6X6X10 GA. W.W.F. U w < U CONCRETE FOOTING u ELEV. 402.25 1, CY) 91 1511 --------' 2" PVC CONDUIT, -- ---- �1�----- - --� ELECTRICAL POWER ��__-----`� 3'-6" LONG �------------- ' FEED FROM METER — ``----- �Er X 3,-0„ WIDE 6" GRAVEL 2 1/2- SCH. 80 PVC CONDUIT LOOP EXTRA POWER 45' ELBOW CORD, 4't SECTION - DETAIL CABLE & ELECTRICAL HOUSING D Scale: 3/4"=1'-0" AE -1 2 3 1 �'4 - i & i19 21 21 22 L'3 24 : 29 3 was - SHEET -.s. u; NO. Q1�❑� OF 1 ELEV. 402.75 - J u ELEV. 402.25 1, CY) 91 1511 --------' 2" PVC CONDUIT, -- ---- �1�----- - --� ELECTRICAL POWER ��__-----`� 3'-6" LONG �------------- ' FEED FROM METER — ``----- �Er X 3,-0„ WIDE 6" GRAVEL 2 1/2- SCH. 80 PVC CONDUIT LOOP EXTRA POWER 45' ELBOW CORD, 4't SECTION - DETAIL CABLE & ELECTRICAL HOUSING D Scale: 3/4"=1'-0" AE -1 2 3 1 �'4 - i & i19 21 21 22 L'3 24 : 29 3 was - SHEET -.s. u; NO. Q1�❑� OF 1 e 1- - 0 � PB -49 � 41 � 4 ",e''S i �- � . 4,_.# ro ) 1 R d..._ " SCALE; NTS FILE] 08044/E0804403 PLOT ATj 1 = 24 CHANGED BYt GH TJC ENGINEERi FH LAST CHANGED] 04/24/08 RDM Drawn By: RDM/SCB AutoCAD File: COB07005BAl File No: 00607000 Date: 11-21-07 45 [� 6 PB -5 ©, � PB -6 PB -4 i --v , ..-.,3 - , {.. t. ,. r" „" r';': t_ S' ,_ ` _i M .r._;C C t� PB M 1 , t f PB Ca t 1 PB-51� r_ *-062- PB-48..,.°,.:W58 f '..63. 3 F —50 �F K Piv�EF'A ED -0 ROPOSED PU1P X64 PB—M3 �<,._# �_. UNIT CONTROL -ERS` pU,Mis U.1vIT f5fiAI2T.ER , , 9 _ . _.. , ..,. ._.. 53 _.. e G s "} F 14,1", APB-54 =ti �44 , 65 66 �7 2 . PB—M4 PB PG&E ... ,• 0 68 ' k, � ( j` j;wlFIEMAIN § • ®B-55 PB -7 '4 12* 13 =, X70 14 45, �'.. S.. 12 . , PB -13 13s Ct 'r. _ 72 PB -9 48 rP4-56 x473 1.14 All 40 a y� ]]'z��. 'fol t (A PB—MK "'k ��i'-.iw,ru. �' . �,r:?2F:+.1=° 4 N. A" ` 1 ,Sy. ,: t t {} R�"p' ;`S f"'r'" \ N, jx Y tk. a.. PB -1t1,, t ,` _. _ _ F Q t�' f ' 31 r `! PB -16 P, PB -17 PB_m6 PB -36 '\ =� .'0 PB 21s PB -35 PB7134 X419 -19 It J °� , 34- xsw 431 t 79` } o a PQ iY x PB -31 3o.4, 33 29 i ;' _ 18 ., 4' J PB -21 2� .% 2 PB -32 z 7 ' r r` PB -26 o. 1; -t PB-23� ti 25, ""•4.7 M1!: '''T'F'—_.., ci _ i 26 •r _ "Vk / ! t PB -28 4f24 0 Rev. No. I Date { Revision Description 4 � F a' won �► � i u sr isjm. Richard D. Meyer RCF 28104 ai�o��aer 4 �Al� 1 • 1 � � • /• I N&2MO4 - IWIf 13 akers ie Cd ,i -12.08Life as it should be. Date PB -25 at 21 LEGEND AERATION FOUNTAIN TRAFFIC SIGNAL CIN OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT SITE PLAN 7, /-- o? R3 SHEET NO. �1:30 OF LIGHT STANDARD 15 - LIGHT POLE NUMBER -6 LIGHTED BOLLARD 20 - BOLLARDS LIGHT NUMBER ® - PULL BOX SIZE PB -25 - PULL BOX NUMBER FOR POWER C3-10 - PULL BOX NUMBER FOR COMMUNICATION DUPLEX REPEPTACLE COMMUNICATION OUTLET CIN OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT SITE PLAN 7, /-- o? R3 SHEET NO. �1:30 OF x -XI, X. CIN OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT SITE PLAN 7, /-- o? R3 SHEET NO. �1:30 OF K r11111=_ ' Si N RM,,-�' u I HLET CROS., AVERk, AM SCALE: NTS FILET 08044/E0804403 PLOT AT. 1 = 24 CHANGED BY, GH TJC ENGINEERt FH LAST CHANGED: 04/24/08 -'A&-20 PB -49 iq-22 V 24"' 5 A-2 P 3_54 -4 B-5 A PB -4 "'NNID' IF MU1 SE -7- I J4 M A( C"E-31 P5 A-2 4e 0 22 L iii ri'i, A-22 -4- -24 A -24A A 2 55 L ,!A--24 L \/': 7 N� PB -55 PB_ %- -24 A 6 A-22 -2` A -6 -24 L 56 k > L 1\ PB_8 -20 \\--9/A-2 24 A—ZZ A-24 447rA PB 43 PB -56 j ,-A- L A 6 L 24 ? 1. ; f A-22 \10 A--�20 \41 A7,2A-24 24 A-6 A 4 A-20 - 4 J -2 A-24 A-6 'l-P&L,39 --\PB-1 0� A -14 PB� A-1 S A- 14 6 JA41 6 L L 39 38 37 PB -36 A-1 W. 4 PB -40 A-20 A- A- 1, PB -35 g 34 A-22 L PB_ 35 N 6 L , 34 89 A �A-1 4 RDM -awn By: RDM/SCB utoCAD File: COB07005BA1 le No: C0607005 ate: 11-21-07 Rev. No. Date �i PB -32 JA -14 A-16 U -1 - till Inc. Civil Effgineering, 110 S. Montclair St. Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 11 k4/vPh Richard D. Meyer RCE 28104 A-2 PB -6 A-4 op J T_ j 'XRED L 10NIT R '4 S S 4 V 7 A-2 _ 1 __. _ _-. / S PG&E A-4 S N 4 L C) REMAIN 17 2 PB -13 IX 111"i T N G A-8 S A-6 STOPAGE Al`%10 PB -14 5 S /T 3 12 q`' A-8 %PB -M5 'k B-15 A N., L R 14 14 k �A-8 Q I L PB -16 15 PB -1713 L PB_ L 1 r6, A-) B_ A 12 X18 r A-12 A-12 L A- L w )-A- 14 A - A-8 B-29 A= 0 v, t P67 A �4 .gam.. F L A" -46 2 9 A M A-8 22 4__ PB -26 A7 A-8 PB -2 A-8 PB -24 A-10 A-14 PB -28 A-16 Na M104 elp. Sol.Lo ersl��eCd Life as it should b Date LEGEND ITZ, AERATION FOUNTAIN */0 TRAFFIC SIGNAL i LIGHT STANDARD A-8, A-10- CIRCUIT NUMBER xl� LIGHTED BOLLARD 20 CIRCUIT NUMBER _E UNDERGROUND CONDUIT n6 PULL BOX SIZE PB -25 PULL BOX NUMBER /-P—\ \5 / CONDUIT TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING P - POWER S - SPARE 1, ONLY THE CONDUIT BETWEEN THE PULL BOXES HAVE CONDUIT TAGS. CONTRACTOR SHALL INSTALL CONDUIT FROM THE POWER PULL BOXES TO EACH LIGHT. THE NUMBER OF WIRES IN CONDUIT SHALL BE 3 WIRE #10 FOR BOLL -ARDS AND 5 WIRE #10 FOR STANDARD LIGHTING FOR TWO CIRCUITS EACH FEEDING ONE LIGHT FIXTURE. - CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT ELECTRICAL LIGHTING PLAN 7.l• ;? o3 SHEET NO. M0(6 OF 19 -h i 4 xl� rc A CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT ELECTRICAL LIGHTING PLAN 7.l• ;? o3 SHEET NO. M0(6 OF 19 xl� A CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT ELECTRICAL LIGHTING PLAN 7.l• ;? o3 SHEET NO. M0(6 OF 19 E l 37 . i RASED [EF"' DRIOSSING 41" m 6 B-6 PB -5 K- I 'SPUM 0" P13-4 e` N. I-, Li m P NE - 'A' f P[3—mi 45 PB -52 PB -51 PB -50 F -P—\ 24 PB --3-"- -4 p R,%AR ,--PROPOSED PUMP PI3-M3 UNIT CONTROLLER 3 RR _J W "VT # .P '0 \20 X 4rc ' 21 PB -53 P'M N\ PB -54 J 'A 3.�8-1 7 3' PG&E -3� .3 �P- B-2 3- :111 .;k. P P 7 P P 3 A A T(-moiJ R f.."`': / N PS -55 PB -7 I "�z P r4 B —7 N (3 PB -13 IN B-18 PB -14 "j r 14 T PB-8 P 12 ... .... V L % PB PB -56 i 'i,PB— P13-1 5 4pq -K —8 F P (1`10" A IP�AR \j 0 ID K D R PB -16 prP 4 �4 J7 P 3T� P PB -16 P �0 PB -1 —M6 2 PI3 'fj PB-36 P V, P8 PB —35 PB��, Pa -19 m 60; A P 010 PB -31 _N11 17 "P —29 > ps— i U N, PB -32 PB_ PB -26 "P T. PB -23 —24 N �,PB 14 JL_ 7 LEGEND AERATION FOUNTAIN 1>10 TRAFFIC SIGNAL I LIGHT STANDARD 15 LIGHT POLE NUMBER -06 LIGHTED BOLLARD 20 BOLLARDS LIGHT NUMBER R PULL BOX SIZE PB -25 - PULL BOX NUMBER FOR POWER CB -10 - PULL BOX NUMBER FOR COMMUNICATION *B-5 - DUPLEX REPEPTACLE & CIRCUIT NUMBER - CONDUIT TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING P - POWER S - SPARE 1. ONLY CONDUIT BETWEEN THE PULL BOXES HAVE CONDUIT TAGS. CONTRACTOR SHALL INSTALL V CONDUIT FROM THE COMMUNICATION PULL BOXES TO EACH COMMUNICATION OUT LETS AS SHOWN IN THIS DRAWING. CONTRACTOR SHALL INSTALL 1" CONDUIT WITH 3#10 WIRE FROM POWER BOXES TO EACH DUPLEX RECEPTACLE AS SHOWN ON THIS DRAWING. OCONDUIT AND CABLE AS REQUIRED BY THE ISP as All SE U "-_"2T \A, M`� PM: RDM ft M04 Mill Cre CITY OF BAKERSFIELD RDM/SCB Vitp. sai.V Drawn By: W� AutoCAD File: MILL CREEK LINEAR PARK PROJECT COB07005BA1 '-:Civil Effgineering, Inc. SCALD NTS FILEj 08044/EO804403 File No: 110 S. Montclair St. Ste. 104, Bakersfield, CA 93309 e�sfrzefd 40"/ PLOT AT1 1 = 24 CHANGED BY, GH COB07005 Phone 661-836-9834 FAX 661-836-9761 Life as it should be. ELECTRICAL POWER & COMMUNICATION PLAN TJC ENGINEER, FH LAST CHANGED04/24/08 Date: 11-21-07 Rev. No. Date Revision Description Approved By Aichard D. Meyer RCE 28104 Date Z 7— 77 — -77 12 1", 1,8 1,9 20 21 22 23 24 25 26 237 28 29 30 SHEET NO. E®9 OF 9 CONDUIT NUMBER VOLT. PH. APPLICATION RUN UNDERGROUND CONDUIT ABOVEGROUND CONDUIT CONDUCTOR FOR LIGHTING & GROUNDING REMARKS CABLE CONTINUATION REFERENCE FROM TO SIZE (INCHES) LENGTH (FT.) TYPE SIZE (INCHES) LENGTH (FT.) TYPE NO. WIRE WIRE SIZE NO. GND. GND. SIZE NO. SPARE TYPE INSUL. L-1 480V 1 LIHGTING PANEL POWER PANEL (A) PB -1 2 125 PVC 14 8 1 8 THWN L-2 480V 1 LIGHT STANDARD PB -1 PB -2 2 135 PVC 14 8 1 8 THWN L-3 480V 3 LIGHT STANDARD PB -2 PB -3 1 70 PVC 4 8 1 8 THWN L-4 480V 3 LIGHT STANDARD PB -3 PB -4 1 70 PVC 4 8 1 8 THWN L-5 480V 3 LIGHT STANDARD PB -4 PB -5 1 75 PVC 4 8 1 8 THWN L-6 480V 3 LIGHT STANDARD PB -5 PB -6 1 170 PVC 4 8 1 8 THWN L-7 480V 3 LIGHT STANDARD/BOLLARDS PB -2 PB -7 1 1/2 65 PVC 6 8 1 8 THWN L-8 480V 3 LIGHT STANDARD/BOLLARDS PB -7 PB -8 1 1/2 60 PVC 6 8 1 8 THWN L-9 480V 3 LIGHT STANDARD/BOLLARDS PB -8 PB -9 1 1/2 25 PVC 6 8 1 8 THWN L-10 480V 1 LIGHT STANDARD/BOLLARDS PB -9 PB -10 1 1/2 40 PVC 6 8 1 8 THWN L-11 480V 1 LIGHT STANDARD PB -10 PB -11 1 25 PVC 4 8 1 8 THWN L-12 480V 1 LIGHT STANDARD/BOLLARDS PB -8 PB -12 1 1/2 30 PVC 6 8 1 8 THWN L-13 480V 1 LIGHT STANDARD/BOLLARDS PB -7 PB -13 1 1/2 90 PVC 6 8 1 8 THWN L-14 480V 1 LIGHT STANDARD PB -16 PB -15 1 150 PVC 4 10 1 8 THWN L-15 480V 3 LIGHT STANDARD/BOLLARDS PB -17 PB -16 1 1/2 55 PVC 6 10 1 8 THWN L-16 480V 3 LIGHT STANDARD/BOLLARDS PB -18 PB -17 1 1/2 45 PVC 6 10 1 8 THWN L-17 480V 3 LIGHT STANDARD POWER PANEL (A) PB -14 2 130 PVC 12 10 1 8 THWN L-18 480V 3 LIGHT STANDARD PB -14 PB -18 2 125 PVC 12 10 1 8 THWN L-19 480V 3 LIGHT STANDARD/BOLLARDS PB -18 PB -19 2 50 PVC 12 10 1 8 THWN L-20 480V 1 LIGHT STANDARD PB -19 PB -20 2 50 PVC 12 10 1 8 THWN L-21 480V 1 LIGHT STANDARD PB -20 PB -21 2 40 PVC 12 10 1 8 THWN L-22 480V 1 LIGHT STANDARD/BOLLARDS PB -21 PB -22 2 25 PVC 12 10 1 8 THWN L-23 480V 1 LIGHT STANDARD/BOLLARDS PB -22 PB -23 2 50 PVC 12 10 1 8 THWN L-24 480V 1 LIGHT STANDARD PB -23 PB -24 1-1/2 50 PVC 10 10 1 8 THWN L-25 480V 1 LIGHT STANDARD PB -24 PB -25 1 70 PVC 4 10 1 8 THWN L-26 480V 3 LIGHT STANDARD PB -24 PB -26 1-1/2 60 PVC 10 8 1 8 THWN L-27 480V 3 LIGHT STANDARD/BOLLARDS PB -26 PB -27 1 1/2 60 PVC 6 8 1 8 THWN L-28 480V 3 LIGHT STANDARD PB -27 PB -28 1 85 PVC 4 8 1 8 THWN L-29 480V 3 LIGHT STANDARD PB -27 PB -29 1 1/2 70 PVC 6 8 1 8 THWN L-30 480V 1 LIGHT STANDARD/BOLLARDS PB -29 PB -30 1 1/2 50 PVC 6 8 1 8 THWN L-31 480V 1 LIGHT STANDARD/BOLLARDS PB -30 PB -31 1 1/2 25 PVC 6 8 1 8 THWN L-32 480V 1 LIGHT STANDARD PB -31 PB -32 1 90 PVC 4 8 1 8 THWN L-33 480V 1 LIGHT STANDARD PB -31 PB -33 1 40 PVC 4 8 1 8 THWN L-34 480V 3 LIGHT STANDARD PB -31 PB -34 1 1/2 65 PVC 6 8 1 8 THWN L-35 480V 3 LIGHT STANDARD/BOLLARDS . PB -34 PB -35 1 1/2 35 PVC 6 8 1 8 THWN L-36 480V 3 LIGHT STANDARD PB -35 PB -36 1 1/2 40 PVC 6 8 1 8 THWN L-37 480V 3 LIGHT STANDARD/BOLLARDS PB -36 PB -37 1 1/2 55 PVC 6 8 1 8 THWN L-38 480V 3 LIGHT STANDARD PB -37 PB -38 1 100 PVC 5 8 1 8 THWN L-39 480V 3 LIGHT STANDARD PB -39 PB -40 1 105 PVC 5 8 1 8 THWN L-40 480V 3 LIGHT STANDARD/BOLLARDS PB -39 PB -41 1 1/2 75 PVC 6 8 1 8 THWN L-41 480V 1 LIGHT STANDARD/BOLLARDS PB -41 PB -42 1 1/2 55 PVC 6 8 1 8 THWN L-42 480V 1 LIGHT STANDARD/BOLLARDS PB -42 PB -43 1 1/2 25 PVC 6 8 1 8 THWN L-43 480V 1 LIGHT STANDARD/BOLLARDS PB -43 PS -44 1 1/2 80 PVC 6 8 1 8 THWN L-44 480V 3 LIGHT STANDARD/BOLLARDS PB -44 PB -45 1 1/2 55 PVC 6 8 1 8 THWN L-45 480V 3 BOLLARDS PB -45 PB -46 1 1/2 35 PVC 6 8 1 8 THWN L-46 480V 3 LIGHT STANDARD/BOLLARDS PB -46 PB -47 1 1/2 50 PVC 6 8 1 8 THWN L-47 480V 3 LIGHT STANDARD/BOLLARDS PB -47 PB -48 1 1/2 20 PVC 6 8 1 8 THWN L-48 480V 3 LIGHT STANDARD PB -48 PB -49 1 85 PVC 4 8 1 8 THWN L-49 480V 3 LIGHT STANDARD PB -48 PB -50 1 1/2 60 PVC 6 8 1 8 THWN L-50 480V 3 BOLLARDS PB -50 PB -51 1 1/2 25 PVC 6 8 1 8 THWN L-51 480V 3 BOLLARDS PB -51 PB -52 1 1/2 50 PVC 6 8 1 8 THWN L-52 480V 3 BOLLARDS PB -52 PB -53 1 1/2 60 PVC 6 8 1 8 THWN L-53 480V 3 LIGHT STANDARD/BOLLARDS PB -53 PB -54 1 1/2 65 PVC 6 8 1 8 THWN L-54 480V 3 LIGHT STANDARD/BOLLARDS PB -2 PB -54 1 1/2 50 PVC 6 8 1 8 THWN L-55 480V 3 LIGHT STANDARD/BOLLARDS PB -54 PB -55 1 1/2 75 PVC • , 6 8 1 8 THWN L-56 480V 3 LIGHT STANDARD/BOLLARDS PB -55 PB -56 1 85 PVC 6 8 1 8 THWN V1 0 PIPI-ON C 11 %a I IN C: C im SCALES NONE FILE, 08044/EO804406 PLOT ATi 1 = ? CHANGED BYi GH TJC ENGINEERi FH LAST CHANGED, 04/24/08 RDMI Drawn By: RDM/SCB AutoCAD Fife: COB07005BAl File No: COB07005 Date: 11"21-07 Rev. No. Date Revision Description Approved By ■.�rrR■■�rrrrr■ M e e r i ■■ nuru i v arra■ i n Haar aur uur�, uu rrur"urrn rur 1 • 1 • �• uurnr��rr��rl� 1/11/111 � � •• S • •: ` •• i • • • Mill aa�etat 13a er"Je 'Cd •�$ Life as it should b Richard D. Meyer RCE 28104 Date LEGEND: CONDUIT APPLICATION DESIGNATIONS: C — COMMUNICATION L — LIGHTING P — POWER S — SPARE NOTES: CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT CONDUITS AND WIRE SCHEDULE X* P3 r rri oc oc n o 41 SHEET NO. Moo OF /s� r icnne 3R, LOCKABLE COVER TSIDE RADIUS ELECTRICAL. ?LEX OUTLET 20 AMP, >v TOP OF SIDEWALK '4" SCH 40 GALV. PIPE IPPORT, SET PLUMP ) ENTRY CONDUITS U NEAREST SPLICE BOX ELECTRICAL PLAN 'VC TO RIGID ADAPTOR ELECTRICAL OUTLET DETAIL LIGHT STD. SAND 24" 4" LEVEL GROUT COURSE I a• X 24" GALV. ANCHORS 2500 PSI CONCRETE 2 NUTS AND WASHERS EACH I • �� MILL POND O o000 Q, x 0 x 12" GALV. ANCHORS BOLTS 2 NUTS & WASHERS EACH 4-#3 BARS Lift hole Hold-down bolt Pull box reinforced with galvanized Z -bar welded frame Reinforced Y2" Min steel plate cover, galvanized after fabrication. See Note 4. BOLLARD 4" LEVEL GROUT COURSE PSI CONCRETE PVC CONDS. 24 T_t _'z�'- 2 CONDS. NEEDED FOR BOLLARDS IN SERIES BOLLARD FOOTING LO 10F VILW SIDEWALK 1/2" Length -Top flush Galvanized Z -bar sleeve nut welded frame -- with brass with finished bolt grade (See Note 3) 0 `� Pull box `\�'`�'` �\ CONDUIT PERIMETER WALL 6-4" BARS EQUAL SPACED 24" ROUND # 3 HOOP - 4 REQ'D. LIGHT STANDARDS FOUNDATION GRADE DET. 1 GROUND WELL WHERE REQUIRED SCALE, NONE FILE, 08044/EO804408 PLOT AT: 1 = ? CHANGED BY, GH TJC ENGINEER, FH LAST CHANGED, 04/24/08 RDI awn By: RDM/SCB 70AD File: COB07005BA1 le No: COB07005 ate: 11-21-07 Rev. No. I Date METER BOX Revision Description A Bonding jumper, / ° D\\ o See Note 5 - D 6" Min all around -►I Clean crushed 3" Min all around -'I / Grout rock sump Drain hole-- Groundingbushing 9 SECTION A -A No. 3(T), No. 5(T) AND No. 6(T) CONCRETE TRAFFIC PULL BOX Minimum * Thickness Minimum Depth Box and Extension WO LO LO L R See Note 2 I � B 10 3/8" A Brass 5� or stainless steel stud bolts, nutsLetters to be 1" Min and washers. to 3' Max high. Lift holes See Note 4. 2 per box. Recess in cover with nut. TOP VIEW Bonding jumper 1/2" Min to 3/4" Max Lip— Extension S riding bushing Top flush with finished grade (See Note 3) See Note 2 T Grout Secure bonding jumper to grounding bushings Extension when box houses transformer, ballast, or N when specified Ground Clean crushed rock sump clamp _ Grounding electrode when specified or Drain hole when box houses transformer SECTION B -B I N STALLATI 0 N DETAILS DIMENSION TABLE 1 CONCRETE BOX NON -PCC BOX CONCRETE OR NON -PCC COVERS PULL BOX Minimum * Thickness Minimum Depth Box and Extension WO LO Minimum ** Thickness Minimum Depth Box and Extension L W R Edge Thickness Edge Taper No. 3 1/2 1" No Extension 1'-1" 1'-6" 2'-2 1/4" 5/16" 5/16" No Extension 1'-3 3/8" 10 1/8"l 1/16" 1 3/4" 1/8" No. 5 1" 1'-10" l'-4 3/4" 1'-g" 1'-11 1/4"1'-1 3/4" 1 1/4" 2" 1/8" No. 6 1 1/2" 1 2'-0" 1'-8 5/8" 2'-9 5/8" 5/8" 1'-8" 2'-6 1/2"1'-5 1/2" ll 1/4" 2" 1/8" * Excluding conduit web ** Top dimension DIMENSION TABLE 1 CONCRETE BOX NON -PCC BOX CONCRETE OR NON -PCC COVERS PULL BOX Minimum * Thickness Minimum Depth BoxWO and Extension L0 L1 W1 Minimum ** Thickness Minimum Depth Box and Extension L ** W ** R Edge Thickness Edge Taper No. 3 1/2(T) 1 1/2" 1'-0" 1'-5"± 1" 1'-8 1/2"±l'-.-2 1 /2"±10 1/2"± 1" Does Not Apply 1'-8"± 1'-1 3/4"± 0" 1/2" None No. 5(T) 1 3/4" 1'-0" _ l'-11 1/2"± 1" 2'-5 1/2" l'-7"± 1'-111± 1" Not Apply 2'-3"± 1'-4"± 0" 1/2" None No. 6(T) 2"— - — 1°-0' - ---2,-6"± 1"12' -ll 1/2"±11' -ll 1/2"+ 1'-5"f 1" _Does -------- Does Not Apply 2'-9"t 1 1,-8"± 0„ 1/2" None * Excluding conduit web ** Top dimension PUMPING UNIT MATERIALS LIST 1 GROUND CLAMP "O -Z" ABG 0304 2 3/4"00' COPPER GROUND ROD 3 #4/0 BARE COPPER, STRANDED. '�' ...�............ tilt e e r � ■■ n■uu i v n■uu � - � � v u■uuCivil Ell�gineering, Inc. 1 1■f•��r. uu■ iu■■�r ■�r■ u■u. ■ur�i uu110 S. Montclair1 - • CA 93309 Phone 661-836-9834 FAX 661-836-9761 - ■aur■�- Richard�■�---- D 7~9 WO Ile. JW qa 0104 gyp• a$ wb ��3-72•�; Date Mill ct-e Takers eLife as it should b. NOTES ON PULL BOXES: 1. Traffic pull box shall be provided with steel cover and special concrete footing. Steel cover shall have embossed non-skid pattern. 2. Steel reinforcing shall be as regularly used in the standard products of the respective manufacturer. 3. Top of pull boxes shall be flush with surrounding grade or top of adjacent curb, except that in unpaved areas where pull box is not immediately adjacent to and protected by a concrete foundation, pole or other protective construction, the box shall be placed with its top 1?" above surrounding grade. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundation facing away from traffic, unless otherwise noted. When pull box is installed in sidewalk area, the depth of the pull box shall be adjusted so that the top of the pull box is flush with the sidewalk. 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits between service point and service disconnect; "SPRINKLER -CONTROL" Sprinkler control circuits, 50 V or less; "CALTRANS" On all pull boxes, except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" Telephone service. a) No. 3 1/2 pull box. 1) "SIGNAL" Traffic signal circuits with, or without street or sign lighting circuits. 2) "ST LIGHTING" Street or sign lighting circuits where voltage is under 600 V. b) No. 5, 6, 9 or 9A pull box. 1) "TRAFFIC SIGNAL" Traffic signal circuits with or without street or sign lighting circuits. 2) "STREET LIGHTING" Street or sign lighting circuits where voltage is under 600 V. 3) "STREET LIGHTING -HIGH VOLTAGE" Street or sign lighting circuits where voltage is above 600 V. 4) "IRRIGATION" Circuits to irrigation controller 120 V or more. 5) "RAMP METER" Ramp meter circuits. 6) "COUNT STATION" Count or speed monitor circuits. 7) "COMMUNICATION" Communication circuits. 8) "TOS COMMUNICATIONS" TOS communications line 9) "TOS POWER" TOS power. 10) "TDC POWER" Telephone demarcation cabinet power. 11) "CCTV" Closed circuit television circuits. 12) "TMS" Traffic monitoring station circuits. 13) "CMS" Changeable message sign circuits. 14) "HAR" Highway advisory radio circuits. 5. Bonding jumper for metal covers shall be 3' long, minimum. 6. The nominal dimensions of the opening in which the cover sets shall be the same as the cover dimensions except the length and width dimensions shall be ?" greater. 7. Covers and boxes shall be interchangeable with California standard male and female gages. When interchanged with a standard male or female gage, the top surfaces shall be flush within 1/8". Top outside edge of concrete covers and pull boxes shall have a 1/4" minimum radius. 8. Pull boxes shall not be installed within the boundaries of new or existing curb ramps. 9. Pull boxes for electroliers, post and signal standards shall be located -± 5'-0" from the station of the adjacent electrolier, post or signal standard. Pull boxes shall be placed adjacent to back of curb or edge of shoulder except where this is impractical, a box may be placed in another suitable protected and accessible location. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX DETAILS) N 0 SCA CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PROJECT DETAIL 2 1 2 A 29 41 SHEET NO. O OF 9 \ F \ INSTALL 3 CONDUIT o o 10 – LIGHTING CONTACTORS, HOA SWITCHES AND LIGHTING CONTROLS O2 – TRANSFORMER, PANEL A & PANEL B PG&E METER �--FUTURE BUILDING LINE cm iD z _ 11/_" FILL SPACE BETWEEN FENCE AND PAD WITH 3" OF DECOMPOSED GRANITE GRADED AND COMPACtED FURNISH & INSTALL CONDUCTORS AND CONDUIT TO PUMP AND IRRIGATION CONTROLLER. IRRIGATION CONTRACTOR TO CONNECT WORK AREA & RESERVED SPACE FOR IRRIGATION ITEMS IRRIGATION PUMP UNIT & PIPING TO BE CONSTRUCTED BY IRRIGATION CONTRACTOR �0 / O o /�_ / INSTALL 3 / CONDUIT / / CONSTRUCT 8' CHAIN LINK FENCE WITH 6"x12" CONTINUOUS FOOTING AND REDWOOD SLATS FURNISH AND INSTALL 1– #6T SPLICE BOX - RUN CONDUITS FROM BOXES TO APPROPRIATE LOCATIONS IN PANEL BASE SEE SHEET E-4 FOR REFERENCE —FURNISH AND INSTALL 1– #6T SPLICE BOX DBL. 6' GATE COMPACT 12" OF SUBGRADE TO 90% OF MAX. RELATIVE DENSITY SET TOP OF PAD AT ELEV. 403.75 .--6"x6" ) 12" 2500 PSI CON U LID co 0) LO jp4j ELECTRICAL PAD B SECTION rc ELECTRICAL LAYOUT A SCALE: 1 /8" = 1'-0" E-9 SCALE: 1/4" = 1'-0" E-9 SCALE: 3/8" — 1'-0"ONO— I. E-9 �1 RDM 1.3�td1o� Drawn : �I CITY OF BAKERSFIELD SHEET NO. RDM LJ V LJ LJ 4� .3$i•L. AutoCAD File: , �. !,�:- M[LL*CREEK LINEAR PARK PROJECT �� COB07005BA1 Civil E glneering, Inc. 13ake rs 1 eta --File No: V \` O F 110 S. Montclair St. Ste. 104, Bakersfield, CA 93309 COB07005 n- -S--17-68 ELECTRICAL PAD Date: � : Phone 661-836-9834 FAX 661-836-9761 Life as it should b�. � (� -'-- - Richard D. Meyer RCE 281 4 3 5-12-08 Rev. No. I Date 1 Revision Description Approved By Date 4 �G int 12 1u ,'4 �8 S ,`9 2'0 2i 22 2`.3 2`4 - 2`; �7 2'9 3