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Home My WebLink AboutAgenda Statement 1975/08/19 Item 05CITY OF (:,1UL_A VISTA ITEM N0. 5 COUf~CIL AG~:PSr~A STA7FMENT FOR MEETING OF:~$,d._L7_-~ ITEM TITLE: Resolution - Adopti.ny City of Chula Vista Standard Drawings 'IX7d b~ SUBMITTED BY Director of Public Florks/City Engineer ITEM EXPLANATION' The Enyi_neering Division has completed a thorough revision of the Chula Vista Standard Drawings. Our. first standard drawings were approved by the City Council in 1968, This revision includes both revised and neta drawings necessitated by various Council policies, ordinances, the 1975 Subdivision Map Act, and the use of ne-.w construction methods and materials. We have actively participated in the work of the San Diego County Regional Standards Committee whose goal is to develop standard drawings and specifi- cations for use County-wide. The best ideas and concepts of the Regional Standard Drawings have been incorporated into ours. Adoption and publica- tion of the Regional Standard Drawings is not expected to occur for at least another year. Some of the major additions and changes are: 1. Standardization of street sections, sidewalk widths and utility easements. 2, A longer, flatter driveway approach for both residential. and commercial use. 3. A sidewalk ramp for the handicapped, (Continued on Supplemental Page) f \/1 IIfIIT(~ ATT/1 lam: Ir'11 ~nnlol I .~ F-11 I Ht.nLU Agreement Resolution XX Ordinance Plai Other Environmental Document; Attached Submitted on STAFF RECOh7MENDATION: Adopt resolution, BOARD/COMMISSION RECOMNSENDATION: N.A. ,!` COUNCIL ACTION L ~ . ~~~~ ~'~ ~ • ,_~- .~ t ~ ~! 1 ;'i Form A-113 (Rev 5-75) Acenda Item No. 5 tieetinq of B/]u/75 SunI'1-emeni.al 'J''age Pdo. 2 4, More definitive drawings for trenching, 2~ackfilling, and resur- facing over. trenches. 5, A family of inlets and catch basins with interchangeable bicycle- type grates, all of which are compatible with State standards. G. Incorporation of new materials for sewer systems which allows the use cf vitrified clay pipe, P.V.C, plastic pipe, or A,13.S. plastic pipe, 7. Survey standards for monumentation. 8, Improved gradinq standards which makes 2:1 slopes the maximum slopes for either excavations, or ~_~mbankments, They also provide for better methods of sloi;e rounding and make slope terraces optional unless directed by a soils engineer. 9. Street tree planting standards. These drawings have been coordinated with appropriate departments for review and concurrence. A copy is available for each Councilman and the Cite Manager. A copy is also available in the City Clerk's office for public viewing. ~ ~~ ~, INDEX OF STANDARD PLANS SERIES 100 GENERAL SURFACE IMPROVEMENTS 101 Typical Street Sections A. Major, Collector, Residential Collector and Residential Streets B. Industrial Road, Frontage Road C. One-way and Two-way Hillside Locals D. Prime Arterial 102 Curbs, Gutters, Berms A. Curbs and Gutters B. Berms - Asphalt Concrete 103 Sidewalks A. Typical Sections B. Location/Details 104 Driveways A. Approaches B. Vertical Design 105 Not Used 106 Alley Approach 107 Concrete Alley 108 Concrete Joint Details 109 Barricades 110 Concrete - Cutting and Removal 111 Cross Gutter 112 Cross Gutter - Grooved 113 Knuckles - Types I and II 114 Cul-de-sac 7~~~ SERIES 100 GENERAL SURFACE IMPROVEMENTS (CONTINUED) 115 Fire Hydrant Location 116 Not Used 117 Pavement Cut-off Wall 118 Sidewalk Ramp 119 Channelization - Left Turns 120 Location of Underground Utilities in City Streets 121 Resurfacing - Trenching/Excavations SERIES 200 DRAINAGE 201-208 Not Used 209 Headwalls - Types "U" and Wing A. For 12" - 36" Pipes B. For 42" - 84" Pipes 210 Headwall - Gravity Type 211 Rounded Pipe Ends in Drainage Structures 212 Curb Outlet - Type A 213 Curb Outlet - Type B 214 Pipe Bedding & Trench Backfill for Storm Drains .215 Pipe Collar 216 Rainfall Intensity Duration Curve 217-220 Not Used 221 Curb Inlet - Type A 222 Curb Inlet - Type B 223 Curb Inlet - Type C 224 Curb Inlet - Type D 225 Curb Inlet - Type E 7~'>~ SERIES 200 DRAINAGE (CONTINUED) 226 Catch Basin - Type F 227 Catch Basin - Type G (Single, Double, or Triple) 228 Catch Basin - Open Metal Pipe 229 Storm Drain Cleanout - Type A 230 Storm Drain Cleanout - Type B 231 Inlets & Cleanouts - Notes and Details 232 Drainage Structure Frame 233 Drainage. Grates - Types GR-1 through GR-4 234 Concrete Lug 235 Drainage Ditches 236 Drainage Channel - Minor (2'-8' wide) 237 Drainage Channel - Major 238 Cutoff Wall for Drainage Channel 239 Pipe to Channel Connection 240 Concrete Energy Dissipator 241 Rip Rap Energy Dissipdtors SERIES 300- SEWERS 301 Precast Sewer Manhole 302-303 Not Used 304 Concrete Cradle for Sewer 305 Pipe Subgrade and Trench Backfill for Sewers 306 Concrete Encasement for Sewer Pipe 307 Sewer Laterals 308 Sewer Leakage Graph 309 Sewer Testing Table (Low Pressure Air Test) '.'~ SERIES 300 SEWERS (CONTINUED) 310 Cleanout - Sewer Main Line 311 Cleanout - Sewer Force Main 312 Deep-Cut Sewer Lateral 313 Concrete Anchor - Sewer SERIES 900 STREET LIGHTING AND TRAFFIC SIGNALS 401 Street Lighting Standard 402 Street Lighting Standard - Foundation and Details 403 Traffic Signal Standard, Steel - Type 1-A 404 Traffic Signal Standard, Steel - Type 16 405 Traffic Signal Standard, Steel - Type 17 406 Pole and Anchorage Schedule 407 Traffic Signal & Lighting Standard - Details 408 Traffic Signal & Lighting Standard - Details 409 Signal Head Mountings - Bracket and Mast Arm Installations 410 Signal Head Mountings - Post Top Installation 411 Pedestrian Push-Button Post and Foundation 412 Traffic Island Details & Transformer Base Details 413 Service Connection for Traffic Signal Systems 414 Multiple Loop Installations 415 Pull Boxes 416 Bonding Detail 417 Not Used 418 419 Overhead to Underground Service Conversion Methods Symbols for Traffic Signal and Lighting Installations ~U 'ci SERIES 900 STREET LIGHTING AND TRAFFIC SIGNALS ( CONTINUED) 420 Traffic Signal Standard, Steel - Type 15 SERIES 500 MISCELLANEOUS 501 Chain-Link Fence 502 Chain-Link Gate 503 Chain-Link Tennis Court Fence 504 Standard Symbols 505 Bench Mark Brass Plug 506 Survey Monuments 507 Survey Monument (Located in Street) 508 Datums - Chula Vista Area 509 24" Manhole Frame and Cover - Heavy Duty 510 24" Manhole Frame and Cover - Light Duty 511 36" Manhole Frame & Two Concentric Covers - Heavy Duty 512 Manhole Cover Locking Device 513 Precast Manhole/Cleanout Components. SERIES 600 GRADING/LANDSCAPING 601 Graded Slopes 602 Vertical Slope Rounding .603 Horizontal Slope Rounding 604 Street Tree Planting and Staking 7r ~7d s: / eur (TYP) .E TREE PLANT/NC ~ HA/NTENANCE EASEMENT-1 o' ~ A~ "5£PAR4TE CUQB 1Y / ~~-2:I FILL I 6"MONO[/TN/ ~rP) GUTTER ~ S/O! (SEE NOTE ~ MAJOR STREET TRE£ PLANT/NO { HA/NTENANCE EASE. ONOL/TN/C CURB =R E S/DENALK ruarE ai) TREE PLANT/NC MAINTENANCE EAJEAIENT VOG/TN/C CURB, 4 ~' S/OENAGK __ ... RES!DENTlAL GnLLEGTnR STREET 52' 7.5' ~: EASEMENT i Z(TYP) LL i / ~l ~ ~ ~6' MONOL/TH/C CURB, ALK CUTTER b S/oEW RESIDENTIAL STREET NOTES: 1. Sidawolk width will be Increesetl to 8 teat if City Engineer determines that it is warronted by Dedestrie n trot tic. 2. Minimum curb radll: a, Intersection of allay with any afro et: 10 feet. - b. Residentiol street to rest d entlcl street: 20 feel NOT TO SCALE c. All other interseetlona : 30 feet. Revismd Drawn TL. Date 2-,0-,5 CITY OF [HULA VISTA aPPr,,,ed Date -rifoi-f5 PUBLIC WORKS DEPARTM ENT ~~.,>~ ~ TYPICAL STREET 101 " ~ SECTIONS A ~~~~ Dire«or of [•ubllc Works COLLECTOR STREET I. _ ~ rsa _ _ _ .. ~ c/ xr zb' B' 7 : /CUT 2.5' S.5' S.5' ?.5' /TY?l ~ ~ ~>r /i- 6'MO/40L/TH/C 2'/ F/LL CU•PB. GL/TTE,P E >fi /TYP.) i S/DEWgL.E'. SEE /rgTE+/~/ , INDUSTRIAL ROAD TREE PLANT/NC __, Q ~MA/NTENANGE EASEMENT f CURB L/NE OF $ECONOARY OR MA/OR STREET LEVEL I ?9 L(/~/E LEVE L L/NE a - pRMNO I YIR/V/N6 I PARA'/Nf~ ~ LANE (LANE LANE FRONTAGE ROAD ~6'MONOL/TN/C CURBS CUTTE.E' C $/DEWALN SEE NOTE #/ NOTES- I. Sidewalk width will be increased to 8 feet if City Engineer determines that it is warranted by pedestrian traffic. y ~ 2. Minimum curb radii: a. Intersection of alley with ony street: 10 feet. b. Ras(dentlcl st rest To residential street: 20 feet. - e. All other intersections: 30 feet. Revised Drawn ,-.~. Date 2-,o--fs CITY OF CHULA VISTA Approved Date -r/to/-fs PUBLIC WORKS DEPARTMENT ~, .~o~°~ TYPICAL STREET 10p1 ?~ pireclor of lublic Works SECTIONS B 46' G' 36' Ci 2 : t GUT .,,.g~ 14' 12.' 8' S.5' CTVP.) ORIVIh1G DRIVING PGRSUNG L.GF.fE ~ L41dE ~ tdTJG `~ t.AA G° M0110LITHIG WIZB GUTiCR_. !;. SIOLVJSLK TWO -WAY HILLSIDE LOCAL it SG` I 4' 24' /•+' 1 G' 6' 5.5' 2 DRtV11dG VARK113G LAtSE. LdNE ?~ 2~ 5.~. M`i it ~° ?~ G" MONOLITNIG CURB f. GUTTER 6~ MONOLIT411G CURB GUTTER F~ SIDEWALK. ONE-WAY HILLSIDE LOCAL 2.5' .a FILL. CTVP. ) Revised Drown: T.L. Date: 2-18-T5 CITY OF CHULA VISTA Approved: Date: Ti1oi~5 PtlRLIC tlIIORK~ DEPARTMENT ~ w. ~. ~ TY~'ICAL STREET IOi III ~,f7C~ Director of Public Works SECTOONS C ~ 126' f 2.3` 41' 8' 8' 4l' 15.5' 2% -~ 2% ~ ~ 4S 1 G' 12' 1 _!' ~ 1 G' 15' 12' 1 G' 4 ~ 8' MEDIAN ~~ TRAVEL LANC.S UTILITIES f~. PLANTING TREE. PLANTING SIDCWALK BIKE WAY CMEANDERING) TYPICAL SECTION c ~, ~ 249' CENTt"R1JNE OF 64.5` CT`!1?) FI111lRE MEDI651 ~ , 49' I~S.S' : h WARP WITH M1f`t. STRLIGT. SECT.. 8 V4R1E5 ~.~;. INTERIMI TYPICAL SECTION (SEE NOTE 1 ) L :.~~ T-g' TURN-OUT (TYPICAL-NORTH OR SOUTH SIDE) NOTES: 1. DEPENDING ON RELATIONSHIP OF INTERIM ~. ELEV. AND EXIST. PAVEMENT ELEV., EITHER A SIMPLE PAVEMENT WARP OF VARI- ABLE WIDTH ADJACENT TO FUTURE ¢~ OR AN OFF-SITE LON- GITUDINAL TRANSITIONAL PAVED SECTION FROM THE ULTIMATE TYPICAL SECTION TO THE EXIST. PAVED SECTION SHALL BE CONSTRUCTED. 2. SIDEWALK ~ BICYCLE ROUTE MAY MEANDER BETWEEN CURB PROPERTY LINE. Revised Drawn: T. Litz Dare: z-IZ-TS CITY OF CHULA VISTA Approved: Dote: -ri4oiT~ PUNLIC WORKS DEPARTMENT" 0 ~u ~~ ~ ~ ~~-' PRIME ARTERIAL I ~' Director of Public Works A. MONOLI - HIC CURB,GUTTER 8c SIDEWALK (SEE STD. DWG. 103 A) IB~~ 1" H. 2 -~ I~R _ 2 ' -~ 3 ~~ - n - B -~o ~.R d, rr-fj?i! ~ s, note 6~~ e M Plane Jolnt a I i; Area 6"Curb= I.37 S.F. B. MONOLITHIC CURB 8c GUTTER 4'-fi~ Min. 3.-6i. SIDEWALK (Unless Adjacent to paved Areo) 12~~ IB~~ 31.. w c I R p J c~L e 2 P I. a eon' oce f-'------ f ci ~ Q~~~ L_ _ ~ _ io2J 6^ j` ~- ' t2" Elevot~on Sfto~ on Plons D. ROLLED CURB W Z J m D: 6" ~ I ~~ R. 2 Weokened o~-~ Plane vW \~. . Joint ~ '\`~ Gutter Line e L 2 ~. 1 !'~ Area 6~~Curb= 0.89 S.F. C. SEPARATE CURB 1" R. 2 NOTESI 1. ALL CONCRETE SHALL BE 564-C-3000 (Class "A"1. 2. SEE STANDARD DRAWING 108 FOR JOINT DETAILS. 3. ROLLED CURB TO BE USED ONLY UPON SPECIFIC APPROVAL OF CITY ENGINEER. 4. TRANSITION FROM ROLLED CURB TO OTHER TYPES OF CURB WILL BE PROVIDED BEFORE ALL CURB RETURNS, AT ALL DRAINAGE STRUCTURES AND AT ALL CUL-DE-SACS WITH DRAINAGE STRUCTURES. 5. WHERE MONOLITHIC CURB 6 GUTTER IS TO 8E USED FOR CENTER ISLAND MEDIAN, GUTTER SLOPE SHALL MATCH CROSS SLOPE OF STREET. Revised Drawn A.B.C. Date B-2z-74 CITY OF CHULA VISTA Approved Date ~itoivs PUBLIC WORKS DEPARTMENT - ~~ ~~ ~ ~~`~~ CURBS ~ GUTTERS 10p2 Director of Public Works ~ TYPE " B"-SECTION HEIGHT 6~~;8~;OR9°AS INDICATED ON PLANS N+ •~ ~' r'-I ~- TYPE" D"-SECTION SLOPE END OF BERM I~I WHEN NOT JOINING OTHER IMPROVEMENTS ~i A L TYPES-SIDE VIEW APPROX. BERM QUANTITIES TYPE TONS/LIN.FT. A 0.0375 _ B 0.0250 C-6~~ OA375 C- 8~ 0.0583 C- g" 0.0702 D 0.0062 NOTES: I. A MINIMUM OF 2~OF ASPHALT CONCRETE ROAD SURFACING SHALL EXTEND UNDERFULL WIDTH OF BERM. 2. AR-8000 GRADE ASPHALT TO BE USED FOR ALL BERMS. 3. A.C. BERMS MAY BE SHAPED AND COMPACTED WITH AN EXTRUSION MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPACTING THE MATERIAL TO `THE REQUIRED CROSS SECTION. Revised Drawn A.a.c. Date s-io-74 CITY OF CHU LA VISTA A roved Date -ri+oi~3 PUBLIC WORKS DEPARTMENT ~ 7~ ~ ~ i~r~~ BERMS - I 0 2 (1~ircrfnr ~f P~br~ WQrks ASPHALT CONCRETE B TYPE "A"-SECTION TYPE "C"-SECTION WIDTH AS PER PLAN - 5~-6~~ L. 2 R IB., L. 2 R I n Slo eye Per Ft. Unless Otherwise ~ Noted = MIfD ~ ~ •.av:. .~i s dry ~. _ ~•..1 . . . ~~ .p • . 4 ~ ~~ a .. 12 ,. r. - ~ ~. .i- :e •. ~.. vi V ertieol Curb, gutter l3 sidewolk to be one monolithic pour. Weokened Plane Joint- A. MONOLITHIC CURB,GUTTER 8s SIDEWALK ~~ V WIDTH :;S PER ALAN - 5~ -•--- I I^ I n Iln ~ i / r---___~ I I I L__ I B. SEPARATE SIDEWALK 1 ~~ 2 i 4 ~-------- -- --I -1 _~8 P~---- _ 4~y °~_ Weokened Plone Joinl~ WIDTH AS PER PLAN- 5~ MIN. I u Slo a /8 Per Ft Unless Otherwise Noted .i ~ .u.' • ~~ ~ a, e, 7a. co : • I -----~ ~ 4~~ 12~ C. SIDEWALK CONTIGUOUS TO EXISTING MONOLITHIC CURB 81 GUTTER OR ROLLED CURB NOTES= I. ALL CONCRETE TO BE 564-C-3000 (CLASS ~~A~~1. 2. SUBGR ADE TO BE COMPACTED TO 90% RELATIVE DENSITY. 3. SEE STAN DARO DRAWING 108 FOR JOINT DETAILS. Revised Drawn A.B.C. Data B-zZ-74 CITY OF CHULA VISTA A roved Oate ~itoi~g PUBLIC WORKS DEPARTMENT 7 ~i 9 /.~r~ S I D E 11V A L IC S- 0 03 ~~ TYPICAL SECTIONS A Director of Public Works U a v~a ail / 11 .. P.C.R. PARKWAY . I -' .I • I ' I I~ .. I. . .'I ~. INTERSECTION OF SEPARATE SIDEWALK WITH MONOLITHIC CURB,GUTTER, AND SIDEWALK. SEPARATE SIDEWALKS AT INTERSECTION NOTES= I. EXPANSION JOINTS --- AT CURB RETURNS, 15~FROM CURB RETURNS, AND THEN AT 60~ INTERVALS. 2.WEAKENED PLANE JOINTS-----AT BISECTION OF CENTRAL ANGLE OF CURB RETURNS AND AT I5~ INTERVALS FROM P.C.R.~s . 3. %4 GROOVES -----WITH ~4 RADIUS EDGES AT 5~ INTERVALS. 4 FRONT. AND REAR EDGES OF SIDEWALKS TO BE ROUNDED WITH I~Z~ RADIUS. 5. SEE STANDARD DRAWING NUMBER 108 FOR CONCRETE JOINT DETAILS. 6. FOR INSTALLATION OF SIDEWALK RAMPS SEE STANDARD DRAWINS NUMBER IIB. Revised Drawn AB.C. Date 8-13-~4 CITY OF CHULA VISTA Approved Date ~i~oiTa PUBLIC WORKS DEPARTMENT Gr/.' ~~a~~, SIDE WALKS - 103 7' 7~ olrecte. or Public werKe LOCATION /DETAILS B ~~ Expansion i ~„ ~~~' ~ ~ 4~~ x i Expansion Joint- s for Separate Sidewalk ~~ ~ ~' • ~. 10~ Minimum 4 ~x 2'~ Expansion Joint for Mono- litic Curb ~, Sidewalk i / v°ne° Monolithic Curb ~ 3'Min PLAN Sidewolk (TYP.) 3' ~ ~ --+-i~ tin. , . \ Obs ruction ' 3 Min. ~^` ~~ Curb line ~- Gutter Curb 0 enin Varies Width of Driveway i Varies_ 3~ Min. ~ 3 Min. X Q f ELEVATION Standard Stope (e'~~ I'~ Top of Walk .Top of Curb _6,~ ~4"x~~~ Expansion Joint 45° ~~2 i 2 ~... .:, SECTiviv GENERAL NOTES I. THIS STANDARD SHEET SHALL GOVERN THE CONSTRUCTION OF ALL DRIVEWAYS. 2. CURB OPENINGS PER LOT RESIDENTIAL- 16~MIN., 25~MAX.; DISTANCE BETWEEN OPENINGS= 22~MI N. A MAXIMUM OF 40%FRON TAGE FOR CURB OPENINGS. COMMERCIAL-16'MIN.,35~MAX.; DISTANCE BETWEEN OPENINGS= 22~MIN. A MAXIMUM OF 60% FRONTAGE FOR CURB OPENINGS. 3. BOTH.RE SIDENTIAL ti COMMERCIAL CURB OPENINGS SHALL BEAMINIMUM OF B~FROM ANY P.CR., AND 3~ FROM ANY OBSTRUCTION, I. E. POLES, HYDRANTS, ETC. 4. THE MINIMUM FLARE DISTANCE AND RAMP DISTANCE SHALL BE 10~ OR TO PROPERTY LINE WHICHEVER IS LESS. 5. SEE STANDARD DRAWING NUMBER 108 FOR CONCRETE JOINT DETAILS. 6. ALL CONCRETE SHALL BE 564-C-3000 (CLASS"A"1 BETWEEN CURB AND PROPERTY LINE. Revised Drawn A.e.c. Date s-23-~a CITY OF CHULA VISTA A roved Date T/40/T5 PUBLIC WORKS DEPARTMENT w ~ ~~~~~' DRIVEWAY APPROACH ~ ®4 ~ w Director of Public Yorks ^ UPHILL DRIVEWAY -(NO SCALE) DOWNHILL DRIVEWAY-(NO SCALE) NOTES i. PORTLAND CEMENT CONCRETE 564-C-3000 SHALL BE USED IF ANY PORTION OF DRIVEWAY GRADE EXCEEDS 12 2. VERTICAL CURVES (6 MIN. LENGTH) SHALL BE USED FOR CHANGE OF GRADE OF 6% OR GREATER. 3. SEE STD. DWG. N0. 104A FOR CONSTRUCTION OF DRIVEWAY APPROACH. GARAGE LEVEL GARAGE_ LEVEL Revised Drown A.B.C. Date 10-8-74 CITY OF C H U L A VISTA A roved Oote -ri+oi-rg PUBLIC WORKS DEPARTMENT ~?~,~ ®D~PRI/i~//E WAYS -~+ /~-®~ 104 J~ Director of Public Works PER 1 IVM~ ®E~7'iil® i ~ ~S/o~w~~_____._..1 m ~ BgCC EOrjE ~ OF lY.OLK.-•~ Q EXP.4N5/ON Z~ Q u l Q EXP.4N5/dV m f.a ,p,40/US SNaWiV LLt/ DG4A/S. 1 NOTE' CONC.26TE TO BE S64-C-SOGY7 CCLASS 'il'! PLAN MONOG/TH/C S/W. BQCK EIRE OF l-Y.4G.l~. /B'" /~.4P/ES-A.5 Sft~/Y.V ON FL4.V`" '!//V. ~EL.EY~T/ONS Sht~WiV QN P.20F/L E. SECTION A-A 3 Z 4 v~3 @,y1 ~'4i~ m m z 0 U W N ~ELEY.4T/OrYS SHOli/.Y OV P.POF/GE. NOTE: S/DEWALK RAMPS OR ALTERNATE FAC/L/T/ES SHALL BE PROV/DED FOR THE HAND/CAPPED. NOT 717 SCALE Revised Drawn lZ/.G Date g-Z/-6~ CITY OF CHULA VISTA T.t. 2-2~-vs Approved ~Dat~a/O-Z7-(o PUBLIC WORKS DEPARTMENT ~'`~uGz~=~C ~1I..i..EY AP~PI~®At'ii"'0 BOG i/ Director of Public Works O V O ° p U ~ s/e~ R. io jn I Slmine to 8%max. S/s' R. Pavement Width _ oa shown on plain i ~Expanaion Joints shall bs constructed of 4 5~ lnterv Is TYpIr.AL pi AN ~ S~'CTI~R~ NOTES- I. All concrete to be 564-C-3000 (Class°A"). ~2. On ell keyed jolnte the recess shall be placed first. ~3. Intervcl between Expansion joints may be varied to allow matching of joints in adjacent existing improvements. 4. Transverse keyed Joints shall be eonstr~~ted at end of days placement. ~5. Sea Standard Drawing 108 for concrete joint details, Revised Drawn: T. L. Date:10-30-74 CITY OF CHULA VISTA Approved Date: -rnoi75 PUBLIC WORKS DEPARTMENT ~ 9 ~~~~' CONCRETE ALLEY 107 Director of Public Works EXPANS/ON /D/NT F/LL ER MATE?/qL.- ~P ~ %Qw?. .wJ T aQ ' IT Y b e~ ~~ I 1 .. w EXPANSION JOINT WEAKENED PLANE JOINT WEAKENED PLANE JOINT KEYED JOINT FOR SIDEWALK EXPANS/ON /O/NT, //t"5MC0T/! STEEL OCWGL /8" o. C. CAPE? ~a 2, SL EGVE. y" /O" ~~~ F/LG W/TH aa. ' ~°~: GREASE. _. ~~~; .. .o':. '.`a ~~. .. fie. /" NOTE /8w WPAKIJVE/~ PLdNE JD/N75 MdY 6Eu4WCUT- DOWEL a SLEEVE DETAIL CONTACT JOINT Revised Drawn ?./.c. Date /o-~~-~~. CITY OF CHULA VISTA -6 Approved Date /0-Z7-(o PUBLIC W®RKS DEPARTMENT 2-Z.-~ST.L. ~ ~4,~ ~ CONCRETE JOINT 108 / Director of .~P-b~lic Works DETAIL S VARIES Back of sidewalk Back of sidewalk n n n n TOP VIEW 12° 6~-0° max. ;~ ~ sae note 4 Joint (Typical) see note 1 :~ `m Q~~Q OQ~~ -CCJJ U O see note 3 m ~ _ Ground Ilne ~ I I I I '~ II II II II I~I I~- ~ Iii ~ I I a 1 1 ~ ~ FRONT VIEW j j I I ~ ~ LJ LJ LJ CONTINUOUS BARRICADE 12° 6~-O° I2° (V T} ~ ~ ~ I Q Q~~ ~ - is . _~ i M 10 Ground line ~ /Aa / r l ~i I I ~ ~ I III I II II N I ~ Lj J ~ FRONT VIEW L L SEPARATE BARRICADE (BOTH BARRICADES) NOTES: I. Posts to be 6~~zfi~, structural grade redwood or Rressure treated (with wood preservative) Douglas ~ x8 select grade Douglas Fir, surfaced four sides. Fir, surfaced four sides;Crosa pieces to be 2~ 2. All exposed portions of barricades shall be painted with iwo coats of white exterior enamel over prime coat. 3.. S/B~x 6~~ galvanized lag screws with one (1) washer each. Connections shall be made with ~ Reflector sign fasteners to be 3/e~z lyz galvanized lag screws. 4. ~~ Reflector signs-California Highway Code W21-3. Size 18~~x 18 -Yellow with nine (91 - 3%4 red reflectors (center mount). Revised Drawn: T. t.. Dote: to-s-~a CITY OF CHULA VISTA Approved: Date: vifoi-rs PUOLIC WORKS DEPARTMENT ~~ ~ ~ ~ ~ BARRICA®ES 109 ~ d Director of Public Works 5 2~ MINIMUM FROM (EXIST) v SCR18E LINE OR V~6P n ~ q CD ~ ~~; 'o ~jr. 0' A OO SIDEWALK SECTION AREA TO BE REMOVED , 2~ MINIMUM , SIDEWALK PLAN TO BE REMOVED U 2~ MINIMUM .n '~; ~. qa ° o v q ' Q, <~ ~; nQ ., G <:. n, . CONCRETE PAVEMENT SECTION TO BE REMOVED 2 MINIMUM ,iBACK OF CURB. TO SMOOTH EDGE~,II! CURB j ~ GUTTER L U LIP OF GU CURB PLAN NEW CONC. e o ~_ ' o°c ~ ): EXIST CONC. i' ~- - - C I2° NOTES: w COMPLETE SECTION OF a CURB B GUTTER SHALL F az BE REMOVED.(3~MIN.) NEW CONC SHALL BE °w Z . WEDGED UNDER EXISTING wq CONC. AS SHOWN ON cZ DETAIL 'A'. wQ ; X FW N X~ WO z Y V a ~ w u ~ w =o~ z o aF ~ w J ? W a O fF -w p~ N Q p ZZ W = LL a0y O WO YN a J w J oZ> w ~ ? X H Q3 C W S ~ c7 F- N W . W X~ U QZ W 3 ~ WO U n' S 1- O ~ Z ~ a 0 {- ~ ~ 2 ¢3z j 3 af-oo o O w W » W z p W DETAIL ~A~ SECTION SHOWING CUT Revised D.aW~ R.J.C. Date 8-16-6~ CITY OF CHULA VISTA ~J Approved Date D -Z 6 PUBLIC WORKS DEPARTMENT 2-?A-7S T.L. l/,~e~j; /~ ~ CONCRETE-CUTTING ~~~ O Director of j/p~~U/b/~;'~ Work, 8s REMOVAL 6' B' unlese~ otherwise 10' shown on plan 12° (typ.) 8~ X-GUT.= s/q° maz. dip ~~ „ 2 A.C. min. I 4°A.C. min. ~_ ~--- ~ 1.5 _ 1.~ __. __ ,~~.~:.. , •.;~,.~ .•: 4°A. B. min. ~i Bars, 12°O~C. cont. ~-` 6° Class II A re ate Base fory~tudmal; 4 Bars, 9q 9 4 O.C. transverse SECTION A-A Radius _ p.e.n ~~~~CCCC \ ~: ~~~ ggregate \ \ \ Bose I ~ ~ ~:=` ~ ° .. ., - .. a =~ dl :. :. Aggregate Base I ' io i y LL__----------- _- A. PLAN r. c.n. Radius _ / // ~; / / ~. ~l ~ / ~ . :: ~~. ~ ~` , F ~~. yz'fzpansion contact joi~t per Std. Dwq. f08 (Typ.)i s NOTES: 1. All concrete to be 564-C-3000 (Gloss "A"). 2. ------=Limits of class II Aggregate Base. Teb ba a minimum of 6" thick under cross gutter and return segments, compacted to 95 /o 3. Return segments to have 6"x 6", 10 gape wire mesh. 4. -~-~-~-• •= Weakened plane joints. Other ex ansion joints and weakened plane joints for sidewalks, curb and gutter per Std. Owq. 108. 5. -~- +- ~--=Typical Flowlinea, - 6. o a Elevations to be shown~on plans. 7. Return aegmert}s to be 6" thick . Revised Drawn: T.L. Date:lo-B-74 Approved: Date:TitoiTs ~/ 2~-Grx,,- ,'Jd Director of Public Works COTY OF CFiULA VISTA PUBLIC WORKS DEPARTMENT CR®SS GUTTER 1111 S'min. s 5'min. ° ' a• Flowilne I 39 e ~ --_ _T__ __ _ _ j ~ . ^ -e ~ c ~ c ~ T t - `, Concoct joint Return segment •' ~ ` r. ~~ ~ -;, 3 ~' : ELEVATION '" ~ ~ GROOVE DETAIL 6' 8' unless therwlse 10' shown on plan 12' 2"A.C. min. 1 ' -4"A.C. min. _ 2 I ~ . 6" =4 Bors, 12" O.C, 'y ~ cont. longitudinol 6~~ Class II Aggregate Basa 4 Bors, 4 O.C. I transverse SECTION A-A t~ Rodlus "\\ P.C.R ~s . - ~ __ _- _ Radius ____ P.C.R. /~/ \\ \ 99re9ate / / I Base / I o \ / ¢ s ~ a; ~ a ms - ~ _ _ - ~ u I'~_ a . E ~~, l _` ~A re at j 99 9 e Base I ~ fZ" Expansion contaot joints per Std. Daq 108 (Typ.) ------ -- - ~ --- ~ J A PLAN NOTES: 1. All concrete to De 564-C-3000 (Class "A"). 2. -----=Limi ts of class ZI Aggreq ate Base. To be a m inimum of 6" thick under cross gutter and return segments, compacted l0 95% . 3. Return segments to have 6'~x 6", 10 gage wire mesh. 4. ---•-•-= Wea kened plane joints. Other ez pan lion joints a nd weakened plane joints for sidewalks, curb and gutter per Std. Owq. 108. S. .~- c ~ Ty pfcal flowlinas . 6, o sElevationa to be shown on plans. 7. Return segments to Ds 6" thick. Revised Drown: T.L. Date:lO-II-74 CITY OF CHULA VISTA Approved: Dote: ~i~oi-rs PUBLIC WORKS DEPARTMENT CRO S S GUTT w 9 7~~ ER- n 112 i f ~ V R®®VE® recto D r o Public Works CU?VE OATA a a - e/ ~qr tos F/C ?.= 60'M/N. R' /1~60'~`.? cU.euE oorA F/C 2 ~ SO' M/N. ~GN 4 7 / ~ ~ ~^/o =-r- - ~ G/ CU2!/E OATq ~ ,Q, r So'-P i G _ - 4L P cU?(/E DATA Oi /A?/ABLE ~ 2. = 2S't /ZiC~./Z ~ R~ = ZS'N//N NOTE: TN/S KN!/GC2E OETA/L /S .PEOU/?EO 6vNERE THE ST.QECT TE/(M/NATES /N A CUL-OE-SAC WNERE .Sq/O CUL-OE-SAC /S M02E TNAN <00 F ~ O/STAiYT (HEASU?EO F?OM ~ OF ST?SET TO CENTEQ OF CUL -OE -SAC. /Lt~TE~ ClZOG/NG/.UE" ~ f~//VTS /ZEOU/?/NG ELE!/AT/O/VS, Sfl04YYiV //V TYPE JI PLAN, ALSO PE"/2Tf7//V TO TYPE 1- PLA/V BEGOW CU?//E OAT.4 4a=0/t dp tGy F/C .Y. _ /2/rv w0 =R .~ ?~/z/N/t/D' of CU?VE OATA 3 F/C 2.=SO'M/N. .f~ 2.=50'-P D1 P TYPE - II I ~'~ii/v II I - ~a~ e/ ~ -J L EGENO~ ~ ~ I ~ '~ P = F G To .~ O/STANCE ~ Pic FACE OF ~URa TYPE - I YL = P/ZOPE/2TY L ///E /1,/W = l!/Gf/T OF GYAY Revised Drawn /1/C. Date 9-21-67 proved Date CU.QNE DATA F/C /P. = SO'M/N 43 ~~ CU/Z(/E O.4TA 4/ = vAQigaLE ¢' ? ~ ZS'f R/w/Z .L ? = ZS' M/N. NOTE: TN/S KNUCMLE OETA/L /S .PEQU/?EO L/HEKE THE STREET PATTEQN FO?MS A CONT- /N000S LOOfi OR L/NE/IE Sq/O STPEET 7E?M/N- ATES /NA CUL-OE•SgC LESS T,vAN Roo FEET FROM .CNGMXLE. (MFOSU?EO FPM ¢~ OFSTIIEET 70 CaENE?AL NOTES: CENTS? QF CUL-OE-SAC.J. L USE NORMAG SECT. F?L3^9 /NNE? GU?B 7"D ¢. Z F?OM CROM/N L/NE TO OUTER CU/I8 THE MAX SLOPE /5 %` PER Fool 9. SUPEJ/ELE/ATA?N PE.eCENTAGES SNOI-/N A/rL' 3T?A/!e%/T F?OM i TO C?OWN a. O = /NO/GATES ELE/AT/OMs' ?EQL!/.2E0. 6 WHEN STREETS HAVE T/LT-TYPE SECT THE C?ONN W2L NOT NELESJAR/GY TELM/.DATE ON$ AT;C PT OFC9. 6. A SOEC/6/C OEPq.PTU/LE FROM TN/S PGgN MAV B6 OBTA/NEO BV SPEC/AG ~E.PM/SS/CLV. Z OFFSET C£OLVN DESi6N /S TYP/C'AL Fat BorN TYPEJ OF R'/VVCKLES SHOWN. CITY OF CHULA VISTA PUBLIC WORKS DEPARTMEPII 6 G1~~ce~~~ I KNUCKLES 113 z-u--rs r.~. ~ ~~ Director of -~i,iic works_ TYPES I ~ II CU2l/E -2 DATA Q - f~A2/ES /2 ~QD'M/N. ~I~ CURVE-2 / ~i 3 I z CURl~E-/ - CURVE-/ ~ ~ ~ii~v.~- / OATH O - !~A?/ES 2> /00~ M/N. NOTES: I. Gutter Grades in CUL-DE-SAC shall be o minimum of I%. 2 Cross Slope in CUL-DE-SAC shall be a minimum of I%. PLAN iYt7 SCALE Revised Drawn ,s2/. C. Date 9-20-67 ~12Yr5T.t-. /O -zT-'G% D ate Appr d o v e / J ~ -~ %/ ~ ~ ~~ ~ C~ Director of t'ublic Works ITY OF CHULA VISTA JBLIC WORKS DEPARTMENT CUL - DE -SAC 114 ~~. h° GUTTER ~, ." •1 ','" URB 11II NO SCALE NOTES - L In areas where sidewalk width is 8~or more from the curb face, or where parkway exists, face of barrel shall be IB~~ minimum from face of curb. 2. The location ~ number of fire hydrants shol I be determined by the Chula Vista Fire Chief. Revised p' Drawn R.J.C. Date 8-18-67 CITY OF CHULA VISTA //-6B /7 Approved D//a~~t/7~e(~//jJO-Zy~ PUBLIC WORKS DEPARTMENT 2- 2a -'r5 ~r L, ArL~-` "` FIRE HYDRANT 115 LOCATION ;J Director of Public Worhs SEPARATE OR MONOLITHIC CURB AND GUTTER FINISH GRADE OF STREET IALT CONCRETE PAVEMENT AGGREGATE BASE VARIES (Shown on Plans) ` -- ~~ ` ~~~ ~~ P~ i --~ 1 ELEVATION CONCRETE PAVEMENT '.ELATE BASE • , s ~ . . .~' •,. . d .+. o ,e..' i~ o ,. e.. 'a.' . a d, SECTION 564-C-3000 (CLASS "A") CONCRETE Revised Drawn A$.C. Date ID-ID-74 CITY OF CHULA VISTA Approved Date ~i+oi-rs PUBLIC WORKS DEPARTMENT ~~,~ PAVEMENT li7 " o Director of Public works CUTOFF UiIALL P.C.R. 1. 1 \~ \'~ ~-i ~ ter Grade 4" Min J 12`i Slope Mox. SECTION X-X I/2 Lip on Depressed rh•, a t 45 Curb Section will ; ~( 5... De Sle;ed of 45° .;~:' ~. s` . e .'e NOTES ~ ~ I ~ Sidewolk ramps shal l,be installed at all intersections I __ - -~ ~ ~ _ ~ - . where any sidewalk gratle approaching P.C.R ~s is 5% _~ ~ or less; and at all intersections in the vicinity of _ ~ ~ buildings and faeiliti es intended for use Dy the public ' ' r ~ e ~ ~" ~ which have any reasonable availability to, or usage tl •'~ .~e~ . r r ~ ~ n persons. Dy, physically handicappe . ''.. - ,/- ,r 2. Sidewolk romps will not be constructed in locations - deemed hazardous Dy the City Engineer. - - :M 3. If Obstructions such as Inlets, utility Doles, fire __ _ hytlrants, etc. are encountered, the location and dimensiMS may De adjusted upon tha approval of ' 4' 6' the City Engineer. 6 m m - q, Texture to be heavy broom finish transverse to > axle of ramp. X S. Concrete to be 564-C-3000 (Gloss ~~A"1 . DETAIL"B" 9-19-74 CITY OF CHULA VISTA Revised Drawn A.9.C. Date Approved Date //-/Z- PUBLIC WORKS DEPARTM EtdT ~~~ LK RAMiP ii8 SIDEWA ~ ~ Director of Public Works a:~ DETAIL "A" °' ~ _ + - \ p ' ~ \ i 1 AS NEEDED FOR ~- ~ -ADDITIONAL R~N / I i I INSTALLATION OF IMPROVENENTB CB. Rl30' I I ~ CB. R°30' 4, i I •' / 1 4 I IK I I> I 2' 3 2' I I I li I 1x'1 Iz' I I I I 1' I I I ~ I I e . ro• p8' 34• ~ R + 100' I I I I- L• 34.82' p•22°18'39' I I I lu R • 100' T • 20.17' / I I I I L • 3&81' / G_ I I ~ t I I 1 ~ I m 1 I o o I I N ry I 112' 12' I I I I ~ I i ~ 1 '- 1 " I n a, Y! w N I 1 I b = O 0 y N i I I S ~ ~ 811109 I Y m 0`+ I I a~ I S/'4 w ~ a I I i I 2 F- i = I I d' I el I I w NOTE I I' ' ' T 7 T ' ' CROSS HATCHING INDICATES THE e' li 1 Iz e' 1z' e e ISLAND TO BE CONSTRUCTED (SEE e' 13z'I I32 I a' STD. DW G.4121. REMAINING PORTION TO BE PAINTED ONLY. 40' 40' a Revised Drawn A.B.C. Date 6-6-74 CITY OF CHULA VISTA Approved Date Titoi-r•s PUBLIC WORKS DEPARTM ENT CHANNELIZATION- 119 ~ y~~ ~ ~ LEFT TURNS ~ Director of Public works -pLf LINE (ON EIT NER 610E OF STRE[T 1 ^' ¢_ STORM DRAIN _ (ON EITHER SIDE) OAS SEWER S -w ---- IASLE TO Y189 OAS OR WATER ELEC. VA OL1 m Y O i ~ W O ID• a i a:l W t N. 3 i~ ~.. Ii L CURB INLET IB~YIN. - rO I J ~ CLEANOUT II a _ g __-u W W f J W 1 GOWER CONDUIT (ON OPGO SITE SIDE FROM STORY DRAIN, - I I STORM DRAIN GOVERNS 1 _E_._.- I ~8" YIN. ti CURB ~~ ~ 0 /I u /~,~ Q / hV NOTE: This elandor0 is o Guide only. Oimeneion• shown or• desiraabla but do not pow rn. 1} each loea bone an impro etie Dl, Dermteelon }or varionee moy b• approved Dy the Director o} PuDllc ~~WOrk t. Revised Drawn: T.L. Date:2-2a-75 CITY ~F CHULA VISTA Approved Data ~i+oi~a PUBLIC WORKS DEPARTMENT LOCATION OF UNDERGROUND /~ „~ ~~,~ ~ of/~ works UTILITIES iN CITY STREETS (`~.~ T Existlnq Pavement to De cut d removed In such a manner as to not Tear, Bulge or Disploce ad Jacent pavement. Edge sholl be cleon ~ vortical B^ 6° AsDhall Concrete Povemsnl ~ - /~ ~ ~ '``~\ Aggreqats Base ~ (95% Relative Com DOetion) EXCAVATION WIDTH IaaA~rA ~ yrcVYG~. I. '1` Indicotes that upper 3 feet of any french or excavation must be com0octed to a minimum of 90% relative compaction Drior to any resurtacinq. 2. Thickness and type of subbase will De cams as existing: Minimum 4 inches aggrsqate base. 3. TsmDOrary bituminous resurtoeinq-minimum thickness a. Streets, Parking areos, Driveways: 2 fnehea. - b. Sidewalks: 1 inch. 4. PsrmoneM resurfacing o. Thickness- 7 inch greater than existing (minimum 3 inches) . 5. All cuts to bs parallel or perDendieular to street centertins. 6. Paint Dindsr or asphaltic emulalon ahol 16e applied to of I contact surfaces prior to recur facing. ~ _ 7. All rssurloelnq shall be sealed. Chip sealing will be aDDlisd to resurfaelnq it existing pavement was chip sealed. Revised Drawn:7.L. Date:2-25-75 CITY OF CHULA VISTA gpproved: Date: -ritoi-rs PUBLiC WORK$ DEPARTMENT ~'~" RESURFACING liU- i~~.~l/ 7T 0 Director of Public wDrks TRENCHES/EXCAVATIONS 12 ~a' ¢ BAas av /r" o LTRS. BOTH ,~~ - / ~ I _ B" UUU `- ~ H40Y5 ~~ ~ P ~ do _ l ~ f 6• ` I ~ ~1~ I ~ - - ~ A SECTION A-A ~_ w/2 E' PLAN ,-~ ~ 8N UsE TABLC NO. / FO? fI~ /%['/ SLOPES. ~ ~~~ ~ 1 UJE TABLE NO. 2 FDR ~ '~'B ES ~ / SLOP . 4~ T .i1 3- %Z' t~ BA?S. a t ~ ~ t ~ ~ TABLE NO. / . ~j I \ i I d ' , I Q Q 1 O I f,. _ 1 z ` I nl A a ~q J SECTION B-B~ ~., ELEVATION - -- - 'TABLE /V °. / _ -- - _ _ Tyae f/eo~rva//!o~ /2^fo36`PiPe (/~2 ~/Fi//S/ope) {l/in9 ~_U ~7 -~ ~ ~ ? --- -1 ~ ' Si SLE P/.oF _ ~~DiAH_ ~ouBLE 11 OF IAvep ~ ~ (/ TYPE~I'yiNO TYP ~ OF " D/MCN6/o N5 '~~a ~U /YPE {yiNG TYP€ 1 ~ Gonc.w ~%~u e u YV iru'vdslld+-Jt,i rds !ti W~~L I E I F 'IV}/wr >~re:. /e.- i~.~re._/2'.-;`2/P~~rr~~.r - ~ ~ 59~ Z O S4 " 157 13 L ~ _ ----y 1, /2~/~h 0 9 "T~f~ 0.785. 6'_ ~39~_rI 044 II /2 1 jIS 2¢6~~=/O '075 ~-79~-y s 0 ' 531 1o 7 / 6 1%23!/ 9= 5 I/=9l/'a ~B_,'2=3.%8/-34//O~'~L?7 2 O"10¢6 ~0.73I I,L~35¢ 146 !0.96 x_/.03 i /_32 ~1 ~ 40_! ! 2Q!6 2B~ 5%O~ 07 / " . _ T . 2 7/ '~ .3. {~2 60.95! 4 ~%g / 9 30"IJ=03e 2=3",3T-~ff~4.91 i3_D""'/.29 J.SD I_ ~~O_~SZi 7=2 1/95_ 2./6 ~__~ 6^ L /%i'I 2=9" - / ' Z 07 3=6 / 2 2 031 i .~6' V4 /2 ! B=6 L260 f i2.9_./ L~ ' GENE/1<1G /1/OTES= TABLE /V °. 2 CoNC.C~ETE r0 ~ sr~-~-3000 CCLASS A)ALL EXPOSED <-"O?NEJU' TG {~//J!J ryoe _HeOdwa//S r~4•i f:/isio d'9 __`' BE C.V../9FE2E0 -~/4. 6.YPOSEO ~I - S(f?FACES TU PE F/N/SNf17. D/AH ?E/N/`'02C/N4 STEEL TO pE .~OUNO M6N3 SON/ I $/NGLE P/PE ,~ OOUBLEPiP! ~ l.LFi'ORMED Bq,45 ~ STRLK•TU2yL 6P.ODt Q / Oi 'r'-'~-"-r - ~nC 3T~(y !roc a ILK/LT/P/E P/PEJ 72J 8E SET W/TN ~ N_ ~ I_W~~y~~~;.~~- ~ ~-{ ~ L6NG/TULYN4G CENTE.?S / ri3 D/A. Di- F P/PEI L E i - ~ ~ ,] /2^ /~7"Y_-J. ~ ~ /-2 ~,i /^( C~SO% i1 .1_-G 0.681 .aiPE APART /J"'Z-O"T "~/~~/~4~~~/I~9n-Q6Jr! ~13'/Olt-O.-$.3~ CREASL-DPNEW/OTNQCL6N6TNlXl6 . . ; /_,6'J Z=0"_O_B.~_.~_~,J~6.L'-_.i -~ TO SKEW 0,2 MOLT/PLE P/PES. /L¢ ?:0~ /8 ', ABLES zSQ~! " , , _ I /•B¢~__ 4•f/ANT/T/ES SHOWN ON T 3 P-O+.~i-O"V°'9 23G'i /„37 ~ '~'.S~/O ZfJ' j-7~_, ___~ / --F-- ~ T- ARE FO? ONE NEAOWALL. 04 i '~ 7~2 ' 73! '3-0" 2 ^; - ". a . _ 2_0 0 2=B , 4 3o=4=9 9B"IS= 3=4 i3'-o'~y-3';13=6" 2.8B ~!g'"6"~3.84 __.. ~__ J c7 Dat /5 9 CITY OF CHULA VISTA Revised - e - Drawn ,~./~. // ~ f?/ Approved Date l/-/6 -( PUBLIC WARKS DEPARTMENT 9 -9p-74 T. L . ~~ ~ ~ 2 9 ~ U ES /~ Wl~G ~'YP A ~~/ Director of Public Works PQR 12°-36" PIPES _ YARIE9 B" OP II~r- ~ »S BAR9 -~S BARS S BAR9 12" O.G. S BARS 12"O.C. SECTION A-A CING ELEVATION eNUr" a u TYPF uFAnWALLS FOR 42" TO 8411 PIPES (1 I/2 : 1 riLL SLOPE) SINGLE PIPE DOUBLE PIPE U TYPE WING TYPE PIPE plpE U TYPE WING TYPE PIPE DIMENSIONS plpE S L DIA W S S DIA. L'E E• F SOR FT. W CU YDS. SlBS~ L~YDS. LB9 . SC FT. LU~YOS. LB 9L CU~Y05. L83~ 42~~ 3~-71/q~ 2'-O'~ 3~-O' 9.62 4'-O~ 1.57 117 1.90 135 42' 19.24 9-10 2.69 190 3.16 214 48~~ 4~-6'~ 2~-G~~ 3~-9~~ 12.56 4~-6~~ 1.97 153 2.48 i84 48~~ 25.1 III-2~~ 3.43 252 4.06 288 54" 5'-4T/" 3'-0'~ 4~-6'~ 15.90 5~-O'~ 2.41 190 3.07 246 54" 31.80 12~-6" 4.24 319 5.06 368 60~~ 6~-33/4 3~-6'~ 5~-3" 19.63 5'-6'~ 2.08 239 3.75 294 60'~ 39.26 13~-10~~ 5.13 386 6.IT 442 66'~ 7-21/" 4~-0~~ 6'-0~~ 23.76 6~-0" 3.38 294 4.52 356 66' 47.52 15'-2'~ 6.08 454 7.20 516 72'~ 0~-13/' 4~-6" 6~-9~~ 28.27 6-6~ 3.93 368 5.52 417 72" 56.54 16~-6~ 7.11 522 8.30 588 78'~ 9~-O" 5'-O'~ 7'-6'~ 33.18 7'-0" 4.50 444 6.70 503 78'~ 66,36 17~-4~~ 8.20 595 9.50 693 84~~ 9103/4 5~-6~~ 8~-3~~ 38.46 7~-6~~ 5.21 540 8.15 619 84~~ 76.96 I8~-8'~ 9.50 687 t0.80 786 NOTES: ~mMEnawna C FIYU L NrR~ w nmo ~~rc vnc. 1. CONCRETE TD BE 864-C-3000 ILLAB9"A"1. ALL E%POSED CORNERS TO BE CHAMFEflED 3/4 INLH. ALL EXPOSED SURFACES TO HAVE STANDARD FIN19H. 2. REINFORCING 9TEEl: ALL REINFOROINB STEEL TO SE ROUND DEFORMED BARS OF STRUCTURAL GRADE. 3. MULTIPLE PIPES TO BE SET WITH LONGITUDINAL CENTER LINES 1 2/3 DIAMETERS OF PIPE APART. 4. SKEWED PIPES: DIMENSION W TO BE INCREASED TO TAKE DARE OF INCREASED WIDTH OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. 5. 70P8 OF HEADWALLS ON GRADE CULVERTS SHALL PLACED PARALLEL TO PROFILE GRADE WHEN THE GRADES ARE S% OR MORE. 8. QUANTITIES SHOWN IN TABLE ARE FOR 1 HEADWALL. Revised Drawn: T. L. pate:2/27/75 CITY 06" CHULA VISTA q roved: Dote: -ri~oiT5 PURI.iC WORKS DEPARTMENT ~ TYPES aB.i" ~ WING ,~7/ Director of Public Works FOR 42M-84M PIPES U TYPE WINO TYPE PLAN A ~ a B i B ELEVATION G GENERAL NOTES t. All -concrete To be close °A°..(564-A-30001. Portland Cement Concrete. 2. Exposed surfaces to be finished. 3. All -exposed corners to be chamfered 3/4~~ or rounded with 3/4~~ radius. 4. ~D~-inside di~mof er of pipe. 6. Dimension ~A~ shell be equal to ~D~ or 3~, whichever is lass. T. Face of wol I shall ba plumb. Revised Drawn R.J.C. Date 8-3-67 CITY OF CHULA VISTA 9-3o-7a T.L. Approved Date //-/ -(o PUBLIC WORKS DEPARTMENT v~«~ GRAVITY TYPE HEADWALL 2 ~~ ~~ Director of Ptrblio works FOR PIPE CULVERTS PLAN PER STD. DWG. 211 SECTION ~B-B~ . ~4 FACE OF o , iE STRUCTURE. PIPE .~ D~ .V 2~~ R. SPIGOT END FACE OF IE STRUCTURE. NOTES I. MORTAR TO BE CLASS "C" (1: 2 MIX) . 2. THE ROUNDED AREAS MAY BE BUILT UP OF CEMENT MORTAR OR OR POURED IN PLACE WITH THE DRAINAGE STRUCTURE. Revised Drawn R.J.C. Oate B-8-6~ CITY OF CHULA VISTA -23--ra-r.~.. Approved Date //-/6-G PUBLiC WC1RK5 DEPARTMENT G~c ~~~ ROUNDED PIPE ENDS IN ~~ ~ - ~ D;,e~to. of Public Woks DRAINAGE STRUCTURES t3tLL tIVU CUT END. __ r _. ~ I BACK OP AI Sidewalk # i Bar lLanr # y ear y"c.t. ~ ~ -e f~~r -~~_- - - - - - - - - - A i _ - ~;I IT owel tinien taP turbo and raprotlun -- t - i~.i markings of uisfinq eldewolk and curb.- _ ~I IoI ? I l I 'i l l f 'u BACK Oi 1~ D x3'•a" to 2 Ivaril5 Sidewalk ,. 10' Transition to normal curb height on both sides of outlet I- I rJ . sr ~ ~- I I -- 1 j- -i I hA' _,~ fr Z Curb liM ~ PLAN ,- # 3 Bare - 3"c.c. ~~ (~ Irama and cover. (Sae Dwq. y10 ) 0 P UL'F Y"R V4'x4'"O°Galvanixed 4./ dc-y Bar-5'tt Steal angle- ......... ~.Anwn .~ tot.A~ ~~ (9(E 3 ear.6..<.a. ^I ~ B"~. - MAY BE OPEN CHANNEL. << y°x3" condruttion r I /e ~ t ~I OUTLET 9 I/I)~ t~ INLET SECTION A-A 3- # 3 Bars # 3 Bare'B"q. c. ~ ~ I ~ r+ ~_ -[- VARIES ~~' -1- y^ MIN. _)_ __II SECTION B-8 Ir' Is shown on plats. NOTES: t. All concrete shall be 564-C-3000 (Clasi: "A" ). 2. Cut sidewalk and curb in accordance with drawing no. 110. 3. D=inside diameter of pipe. ' 4. 'Section to be sloped laterally with toD conforming to the grades of the existing sidewalk and curb. 5. The use of this type structure is restricted to bcotiore having twd the advance approval of the City Engineer. ~ " __.. 6. FrOmB ¢ cover may be delBted with open channel. 7. Outlet may. also he-.depressed- from street at i/e~~.~ Ir SlopB. B. Sides of curb opening to De rounded with 4" radius. Revised Drawn TL .; C. Date /~-/6-69 CITY Or CHULA VISTA /_68~ Approved Date //-/G •G PUBLIC WORKS DEPARTMENT 9-30-T4 T.L. ~' CURB OUTLET 212 TYPE - A =~ Director of iwublic Works lo" DETAIL OF ANCHOR No Scale A W a W w ~--- ~ t 2= 2' ~!~VTTE? L/NE I A!~ PLAN ,~, u ba v ~ ~ ~ 3 B ~ ... W q o0. _~ V G 2 ti I° / I6.1 /~'~ ~I /~- % 'EXCEPT WHEN SHAWN OTf/E.?W/SE. SECTION A-A VAR/ES 2'- 6- ~ NOTES 6r 6" ~, GONGRE7E' TO 3E ELEK SyOWN ON PLANS CLd33 'A' CSG4-B-3004!. ~a~~ ~..r~tu O eg .: 1 ~b 2. M/N/MCIM NE/6lJT OK ~ .. Ds:: GURB TO 8E 4" dT F'QOPEQTY L/NE. i b' 3. NOT 7D HE USED /N SECTION B-B S/OEWdL/t dREdS. Revised Drawn,~.ic Date.-3-~, CITY OF CHULA VISTA 9-2a-74 T. L. Approved Date //_/6-6 PUBLIC WORK$ DEPARTMENT ~~ CURB OUTLET 2I3 ~ '~ Director of Public Works TYPE - B 2 i C i i h .~ 0 M a c O o a+ N m 0 Y 6 O m C N p ~ e m ~ v n m C O O R ~ N 4 y ~ O 9 0 m a NOTES !. "~' Indicates Minimum Relative Completion. 2. Bed ding Material to have o sand eq uivala nt of not less than 30. 3. Bedding for Asbestos Cem enf Pipe shall be cond. 4. Trenches shal I De shored in complionee with opplieable portions of State Construction Safety Orders. 5. For trenehinq in improved streets, see Standard Drawing No. 121 for pavement replace meni. Revised DfowD: T.L. DO1e: 3/3/75 CITY OF CHULA VISTA Approved: Date: -rifoi-r5 PUBLIC WORKS DEPI4RTM ENT w; p /~ ~~ . PIPE BEODIN6 ~ TRENCii , ,,, R STORM! DRAINS 214 ~;i Director Df PubHc wDfks B~CKFILI. FO SECTION NO SCALE (O n O ?/ ~ u o. v: ' Jd ~ I_ ~.. D o. 4 ~. .H Q.d .~. 0. •~ ELEVATION MIN. Grout smooth with Closs°C° mortar (1:2 mlal v° a ~n .:. a. SECTION Cut pipe end Pipe collar does not hove to be finished if covered, Dut moat have a minimum 01 6" of concrete around joint. Concrete to De 564-8-3000 (Class "A" ) Revised Drawn R.J.C. Date a-7-67 CITY OF CHULA V15TA -27-~a. r.t_. Approved Date//-/(~-s~ PUBLIC WORKS DEPARTMENT ~/ ~%~~f~s-~- PIPE COLLAR 215 /v Director of /ublic Works t o - - -~- - - - ' _ - • s s s a R FO~ eNC y s . // 2.a 2Dp yF ~ / y R 4 2 ~ /:/p yFq RS / R ~ o I : y S s y FgR ~ = F s 4 I.s R 3 a i.2 N Y /:/ F, gRs Y IA F _ QR A Z _ .8 7 . } .e m s z H _. .__._... _. - -_. _. Z ~ . J J LL Z .S Q K i - Y . - ~- 5 - ~' ~~ 1 0 I S 2 0 2 6 3 0 5 0 ~ 6 0 8 0 . ~ DUR ATION TIME IN MINUTE S ;. '. .1 ABOVE FREQUENCIES ARE YEARS PER 100 YEARS, ON THE AVERAGE, RAINFALL INTENSITIES ARE EQUALLED OR EXCEEDED. Revised Drawn R.J.C. Date 9-IB-6~ CITY OF CHULA VISTA y5/T5 T.L. Approved Date //-/6 -6 PUBLIC WORKS DEPARTMENT Z~ RAINFALL INTENSITY / 216 DURATION CURVE © Director o, Public Works cover refer C \ Lurb ~lina--1 4",rods ius_ ~_ o,oo Eaao I'` ov c o c c p c 0 0 00 ~ 0 q «t_o c o ~ o O.6 C ~ w .yLLw 3 0 0 c °.vo r F-U3w O { ~" o° q. 509 :A I C I T. ----- ----- See note 7 4"ro dius Edge of gutter ~ t -~ Wing -where occurs ~ w4@ 12" , on• or both aides b4 ~~oround opening ~~ B " L" Length shown on plans PLAN a~~~6" ---. to ....7~; , :~ t~ . :;rte .'-r'r . }~. 3" clr. {` l ' .. / "4 totol 4 around pipe vz'~Ir. u 1' Goly, steel ongls cont., refer to Ste. Dwq. 231 - Const. joint SECTION B-6 Curb Iina ~I .-- 1~-9.. Elev. shown On pion{ I SIODe 9utfer 3" -H y or match ezistinl roedwoy aurfoce a a~ r° C~ f/ Rounded DS ~• ends see td. ~ I Owg. 21 I ~toDe floor ~ Elev. shown ~: 1 per foot on plans ~ to outlet F- ~ I ' Viz.. clr. I I ~ ,~. T' "x" .Y. Determined Dy DIDe SECTION C-C SECTION A-A size - 4~ min., 8'mez. 1. Deaignets types as follows No wing A, One sing A-t, Two wings A- 2 . 2. Refer to Standor0 Drawing 231 for otlditionol notes and details and boz reinforcing. 3. Surfacr of too slap shall be finished as specified for sidewalks in ihs Stonddrd Spacificalions and aholl drain fowords streets et a sfoDe of %g inch par foot. 4. Ezposed edges of concrete sholl be rounded with o radius of y2' , S. Concrete gutter to match adjoceni gutter, 6. Eaponaion joint motarial sholl be Dlocad of the ends of the inlet where the curb is to adjoin. 7. Provide ya" tooled groove in top slab in line with back of odjocent curb. Revised Drawn T.L. Dotc 9-13-74 CITY OF CFiULA VISTA Approved Dote T/10/T5 PUBLIC WORKS DEPARTMENT ~. . y~~. r TQppYP~ 'A' 221 !~c% Director of Public Works CUI~p INLET K _' yZ Frame ~ cover refer to A Std. Dwp. t51p- ~~~'I 12u it b4r~ around cleonout i ii Winq-where occurs a - ~ one or Doth sides Sse nde 7 _ t i (.~.B ~4 Cr ~ 6.. C _ ~ _ _ ~'~+ i ~ T~ i , y2"clr. =~ ------ -----~ i--Curb line L ~ 't4 ~ 12" 4~~rddius 4°rodius ,JIiI ~'T'l 1~ 6" Transition to norrpol curb height in 10 on A both aides unless B noted otherwise PLAN "Y~:fO" ~4 L~ total 3 I #4 ~~21 1 = ~I~Elev. shown a on Dlens Goly. steel ongte I cont., refer to Std. Dwq. 231 Edge of gutter ' t ~ SECTION B-B I Cons4. joint z _> ~ ~ Rounded pipe ends see Std. 1 ~" elr. Dwq- 21 1 e floor S a ~ 1 Cy Elev. shown ~On plane ~I _~t p t'~ per foot tG Gutiet y t ~q' Clf. s Y~~) q'- D..~ y.l SECTION A-A -I~r-- Notes i. Designate types os follow a: No wing B, One wing D-1, Two wings 8-2 . 2. Refer to Standard Drawing 231 for additional notes and details and box reinforcing. 3. Surface of top slab shall be finished as sDeeif led ror sidewalks in the Standard Specifications and shall drain towards streets at a slops of /e' Der foot. '. 4. Exposed edges of eoncret• shall be rounded with a radius of %Z" . ~, 5. Concrete putter to match adjacent quf ter. i~ 6. E%DanelOa joint material steal I be Dtaead of the ends of the inlet where the curb Is to adjoin. '. 7. Aovids %° tooled groove fn fop slab in line with back oT adjacent curb. T/~ Revised Drawn: T.L. Date:9-13-74 CITY OF CHULA V~$ tly A roved Oate Titoi-ra PUBLIC WORKS DEPARTMENT ~ ^' 1TYPE ° B' 222 J~ Director' of Public Works C' ~~ INLET SECTION C-C Wing, where occurs ' one, or both sides A -~-~ B C #4G ~ fi 1~ -- ~ ~ Curb line, conform See note 7 °~ I ~`"-, i to curb alignment _ --_ -.-___J fsq~12' q Gr '- 1 yyclr. •~efe et~ Stds ~ 4~~radius Dwg.232, 23~ i __ I ,I ~1 T~~~ rranaitiari fa normal-~ pLAN widthhingl0~ ondbotAter aides unless noted otherwise NO SCALE sale. steel onple see Std. Dwq.231 Const. joint SECTION B-B 6~~ I o ~~ ~ i ~-3"-5.7 Ib. ~~~ ~.~~ steel I-Beam, t yz clr. 3~-6~~ long > Rounded pipe ' ends see Std. Dwg. 21 I 1 %Z~clr. Slope floor Elev. shown 1" per foot on plans {.~, to outlet ". 1 i ,. QC'fs41A®1 A-O Gurb line Elev. shown ° on Pions o t,_g" rn ~ ~3,~ NOTES: 1. Designate types as follows: No wing C, one w ing C-t , two wings C-2 . 2 Refer to Standard Drawing 231 for additional notes and details and boz reinforcing. . 3 al l f fa C e so ts e f t~ks in the Standard Specifications lfo o l en . at owards dran t sholl and t slop o a reeT o per ch Ye 4. Exposed edges of concrete shall be rounded with a radius of 1/Z~~ . 5. ~ Concrete gutter to match adjacent putters. f the inlet where the curb is to adjoin. d 6. s o Expansion joint material shall be placed at the en 7. Provide %~ tooled groove in top slab in line with back of adjacent curb. -74 CITY OF CHULA VISTA Revise d Drawn: T.L. Date:9-20 WORKS DEPARTAAENT te: 'z/to/-rs PUBLIC Approved: Da T YPE `C~ 223 ~ ~~ ~~, p ~~ ~ `~ I N L E T 7~P9 d Director of Pu blic Works PT A B C D E F G P/ K M .C. !%S~ 6 Iii _ 9 9 9 9 9 8 TABLE 'A` , - ,- .. ~~ ~,~-~_ 6'TYP' OARS. EC' - -_.... - - _ - _ _ - _ - _ -_ a ~ E A- ~t, ~ ~, _ O / ~ fOR STEP L'1GTA/G 1 /Q ~. ~ ~ - - - - I~, c \ ~'~~v/'I~ %' / sEE sra owe. ur N I,~-^1 P LA N J, i C ( D \, " ,.~.~ ~~ %2'• //E?T EOGE~ -.-I T _ _ VVV44 !- /a- t - A Q A .( y 2AD/c/s. ~ ----- - - I c 9 WA?PEO {, ~.~F M - - STD. pL4~ pE GUTTER Fy sTD ~ GUT I ~rR,G~ FLOF/ ''eyo~ G+L/TTEF WEAKENED PLANL Jo/NT /B" 4• W 3~„ Y -/J~J ... I ~ ~~ V ~~- S/W SLOPE\ PT ,%YNO?MAG I ~ V ~I2 4jt _. /oP SLAB ~ r~/v.,.. ...~......,1 _ I \ ~~~ I ~ - / _ SECTION C-C ~T I ~' ~~ T-2- I ~ NOTES -~-I SECTION D-D PL N:9'CB. FACE. - THE MOO/F/EO OR/vEWAY SNALG BE CONS)h ?UCTED /N ACCORDANCE N/TN OETA/LS HOWN NE?EON ANO w/TN C/TY Of CNUGA a~ /TYjP G4~ CURB. ~ 4~ L W - -~ -- -~" S I !//STA OWG.1I/06 ALLEY TYPE APPRaALN / j -~ I ~ f- I 1 '- STEEL PLATE sNOUGO BE OF ONE CONT- i :~ ~ /NUOUS P/EGE W/TN CUFZVE PORT/ON A C/?COLA? ARC. LENGTH °W/OTN ~' /B" + C/?COLA? A2C. - - +y4 2EBA? 30"GONG, /'O.C. SNAGL BE WALLS FOR T/ES ED /N TOP O S ~ ~ ~ - ~ -- - - - - - _y I G NGEa T ~~ ~ \ Jay ~ T L /N TAGL F ~ ' T"SUPA9?T T O TOP ANO GUTTERS. ,-TNE FZEYNFO/1L/NG STEE< /N THE TOP SLAB oL L ~~ ~ ] - - ~EE DETA/G i1'~ ~ SHALL BE ST3 BA?S 6"O.G UNL E55 ~ ~ I ~ OTNE?W/SE SPEC/F/EO. CLEA?ANCE E ' l~ ~ I -O ~¢BARS E/ /Z°O.G FRon THE BOTTOM OF TH SHALL BE /YZ 80TH WA/S ITYPJ. 1~ sG AB. - CONCRETE PoR /NLET TOP TtJ BE PLACED yoME T/ME AS S/W ~ Cg. ~ 6UL Ar T~ - SEE ~TABLf A~ , . ~~ DIMENSIONS /8 sr?A/(,,yJ- " I SECTION A - A ~ ~ , ~~ T ° B °/F / /3 LESS THAN B ~ i ~ D ' Q2 UNLESS OTNE2W/SE SPEC/F/E . /=$.O " ~V.D f32"M/N. a /Icj . ~ ~ W=ZO'UNLESS OTNERW/SE SPEC/F/EO V R = 4.0'UYGESS OTNERW/SE SPEC/F/EO. ~ ry ~ y=SO' UNLESS OTNLQW/SE SPEC/F/EO ,` --' 1 1 W/OTN OF O2//EWAY 'W"' SHALL BE /O' UNLESS T ~ OTNE?W/SE SPEC/F/ED ELK OF PO/NT iY", ~ 1 ~ DTNF_RW/5 /SPEC/F/ER ~//JT il" UNLESS S E C T I 0 N E - E_ n/Or ra SCAL E Revised Dawn ,¢.~c. Date „-/3-68 CITY OF CHULA VISTA 9-20-74 T.L. Approved Date (/-/9--~E' PUBLIC WORKS DEPARTMENT TYPE ~ D~ 224 J CURB INLET p Director of• Public Works TOP SLAB REINFORCING PLAN ' 22' STRA/6NT 4RAOL. N, i _ _ t w=on./o/.~.~/ s/ice' X /o• srEEL PLATE FO?/9ED /• AS SHOWN 8" S/OEWALK SLOPE .9/g'1L AL TE?NATE ,QE/NFO.PC/NG STEEL _ rvv ANCNO25 bb , ~ ~ ~a 9v .. ~. V ~ O 6G• :: ~ .. Q. •~ i ' _V ~ \ u `t V Q \~4 /,s `\ ~ „~ l ~ - e W ' ~ ~ ? BA? ~' ~ \ ~.~_ .:I. o a E CW Zap Q ioo c NG a° j V ~ s~ //Q HOLE /N ANGLE. I ~ I ~ is .;. ~_ e ~/°P?OTECT/ON BA?. ¢ Q.//Z' lSEE NOTE JJ ~ STEEL A H O. G. MAX. ? 42 %2 AL TE?NATE AS SHOWN M/N /"X ZO"BUFFO?T BOLT ///TH NOTE S 2 I HEXAGONAL NUTS (SEE NOTE SJ. • ' /. A PLA/N, .POUND STEEL P?OTECT/ON , a o. BA? /" /N O/A. SHALL BE /NSTALLEO. BA/Z SNALG BE EP>BEDDED .S"'AT - - -~ EACH ENL? , . ~Y ~ - ~~ 2 GEAI/E B" HOLE BLOCKED OUT /N B07TOM PLAC/N6 OF 2. = 3" CONC. F0.4 BOLTS PLACED ATSAHE T/ME AS l~t/TTER. \\ 3. ALL EXPOSED METAL PA/ZTS SHALL BE GALYAN/ZED ' .r> I ' Q. ALL GAL /AN/Z/NG DAMAGED BY WEG D/NG rNALL I CONST. JO/NT /rECE//E TWO COATS Of ALUM/NUM PA/NT ~ ~ I I SSUPPo?T BOLTS SHALL BE SPACE.O AT MST ' h j . ? V .~, -O"O.C. MD?E THAN S e 0 I I 6.AD/UST/NG NUTS TD dE T/GNTENED ANO SECU?- ~ \ ~ I r ~ EO /N PLACE (tif1EN STEEL PLATE /S /N P?OPE/1 ~+ POs/T/ON vo DETAIL ~~A~~ ~ 30" , 4 W ~ - I - Q I TOP OF CU?B I - a~ ~ T I . 4 I 77JP SLAB NC O " ° L 1 i f 9 t ~•~-----I•-----C!-------- ` ~ ~ F ~~\~~ I.~/~~ S/SEEOOETA~AT~. I ~ I T L NE E? `~ II C ~~~ ~~~~~ 1 --'- ~QW I --- ~ ~s ---Fr - - - ' #4 BARS ~ /Z" O.C. _~ BOTH WAYS ~TyP~. B SECTION B-B SECTION A A MODIFIED Revised Drawn ?/C. Date z-/6-6B CITY OF CHULA VISTA s-so-'ra -r.~ Approved Date /-/ -~8' PUBLIC `NORKS DEPARTMENT ~~~_ TYPE 'D' 224 `' CI~R® I6dLET 6 Director oh Public Works A•-w 16 O.C. .# 4 BARS C4 45° r3 0 ~ ~/ M ~ 'I U ~ q O ~ FRAME t; COVER I I w REFER TO STp. ~ 1O LL I DWG. SIO L w a~ I I I I ~ 4 J co i I i ~ E%PANSION 4 BARS I6" O.C. 10~ TRANSITION 6„ (SEEN TE 81 PLAN 10' ~ I I ~jE 1 ~ ~ .~ I I t-. - - J 7 : ELEVATION ~~ (SEE NOTE B) NOTES: I. Refer to Std. Dwq. 231 for additional notes and details. 2. Thls Inlet shall not be used with any pipe over IB" I.D. 3. Surface of fop slab shall be finished as sDeci tied for side- walks in the Std. SDecif ieations and shall drain towards streets of a slope of ~/g" Der foot. 4. Exposed edges of concrete shall be rounded with a radius of ~/2". 5. Concrete gutter to match adjacent gutter. 6. Expansion joint material shalt be placed at the ends of the inlet where the Curb is to adjoin. 7. Provide ;~' tooled groovo in top slab in line with back of adjacent curb. 8. Transition to normal curb height in 10' unless noted otherwise. 9. ConsirucTlon joint (per Std. Dwq. 231-B) may be eliminated if inlet and gutter are constructed eoncurreM ly. ''*4 ~'4 BARS AROUND PIPE 1LV. STEEL ANGLE CONT, r REFER TO STD: DWG. 231 ~0 z I f I~_3„ -- C SEE NOTE N0.9 v" ~ \\ r ul. ~j // °el- - -~ ° _ ~ ~_ NOT TO SCALE I 6„ r 2-0~~ I- s"_ SECTION A-A Revised Draws R.J.C. Date S-I-G7 CITY OF CHULA VISTA -68 Approved Date/Z-2D-lD PUBLIC WORKS DEPARTMENT v2an5U>w G~~ TYPE IEI 225 Direc4or at Public Works CURB INLET SECTION A-A ..J SCALE - Elev, shown on plans Slope floor I" Der foot towards o Ilet y'. lyZ' elr. (Typ.l SECTION B-B PLAN NOTES 1. Refer to Standard Drawing 231 for additional notes and details and box reinforcing. 2. for frame F drainage grates velar to Standard Drawing 232 E 233. Revised Drawn: T.L. Date:10-23-74 CI1'~ OF CHULA VISTA Approve~d7: Date:7iloi-ts PUBLIC WORKS DEtt~~,PARTMENT ~(~. ~/, j~'_~s'~GwJ~ ~A~C~", BM6~1~1° 226 (/ Director of Public Works ~~~~ ,~~ noto 2 ~~.` ~~~~ ~s clr. (TYD.l I1R~L.~~" T 3" Fillet 10 y" 1'-6" ~r total 4 -'r4a Qo 1 2'~ ~.q ~ ~ 12•' ~7 Dend down 8" Into wal I Rcended pipe --~i ends see Std. ~,'~ pwg. 211 pipe oDeninq~ A shown on Olans 4 around pipe NOTES 1. All concrete shall be 564-B-3000 (class 4"). 2. Refer to Std. Dwq. 2 for additionol notes and details. 3. Increase In allowable depth subject to ap Droval by City Engineer. 4. Section A-A shows 3 possible sizes and shall not imply that on interior wall is to built for the structures with double or triple frame ~ grate. 5. Steel 2 beam support required for double or triple catch basins In Tra file locations. 6. Designate types as follows: Single=G-1, Double=G-2, Triple=G-3. ~~Sid. frames fr grotes-see Std. Dwgs. 232 ~ 233 2'-I~" 2~1%z 2'-1%" , 4 I I '~ ~ 5.71b. sisal I bear ~®12 3° ~ ~ (see note 5) I _ ~4 Q 12° i ~. ~ ) '~ ~. -see Std. i I Steps Rounded i e p p pwg. i 31 I Std. • ~wqs 21 I. 4 t see no e I %2 cir. i ~ ~ ~ ~ ~ '~ y Slope floor I° Der i ~ -° .E toot towards outlet ~ i a ~ Elegy on ~ r. i• ~ , 2'-7v2 single 4.-9~, double 6'-l0 l/Z triple SECTION A-A shown plans NO SCALE Revised Drown: T. L. Dpte:10-26-74 CITY ~I• CHULA VISTA Approved: Date:'ritoi~5 PUBLIC WORKS DEPARTMENT ~ w 9 ;~~..~ CATCH BASIN 22T pirector Df Public works TYPE G ELEVATION oiA=az°~ i i~ `~i d ~ • to ~ 1 ~ ~ ~ ~ ~__~ STEEL COVER DETAIL PLAN a STEP DETAIL //~.K- yOLE /N ANGLE. %2 Jd~~ / SLOT %f =X 1'. l /'%4=GS'EC..CE.PEO OLATE. I 3/B' 6~ OETA/L ~O tl 1 .~O w~V~j lh.J ~. W ~N~~2 q ~3 ~~ . V ~hQ~C h ~`~~~W h h~~ah z :~ /~° 9jB'?ivErs ~ 6"O. C. C.MP /= DETAIL C B ' ~b /'/i~ .SEE %a°CNECKE2E0 h OET. O' PGATE.~ _~ 1 ; ~ [v ' PUNCH 9//6° HOLES /N ANGLE. ^~ /NLET ~ OUTLET P/PES -~ TD BE SET AT fACT02Y DETAIL D POS/T/ONED AS Sfrb~VN ON PLA.KS _ -__ SLOT //a" %Z' ~ X Z/a~~~%2"~ .3/g"?/VETS ~6" O.C. ~- ~ °-o~O°` "`st J SECTION B- B SECTION E-E ST?UCTU?s TO BE G4L /ANizEO Gd UGE 7D BE SANE A5 !'//CS CONNECT/N6 ~ ASPHALT O/,oPEO. 'TO G47'C1J 34S/N. Revised Drawn /Z/C. Date /2-6-67 CITY OF CHULA VISTA 11-19-74 T•L. Approved Date /2-20-6 PUBLIC WORKS DEPARTMENT ~~ CATCH BASIN 228 a Director of r~b~;~ Works OPEN METAL PIPE SECTION A-A 2 -"5 Bors ~,T,~ „X„ .,T.. ~-- .p~. -~ "Y'• L__ I\ - //-\\ - A i r~~ ~ ~ Born ways ~L -~ Bend Down T 15'~ (Typ.) PLAN Monhole Frame and Cover See Std Dwgs. 511 - 512 i Bend Down ~ ~ ' ' ' Diogonal Bars iIM , _°I!. Size and location of culverts i shown on plans. i Bars Placed Diagonally TYPE PIPE DI4. X Y 2 A-4 UP TO 39'~ 4~ 4' 6~ A-5 42" TO 48'~ 5~ 4 6' A-6 51" TO 60'~ 6' 4' 6' A-7 63" TO 70'~ 7~ 4 7' A-8 75'~ TO B4~ 8~ 4' 8~ :ement In place with 1~2 mix cement mortar (C~ass'C') .'~or8" Grade Rings Varies~O~Minimum) SEE STD. 5° 30', or 45" Risers DWG. 513 Varies,0'~ Minimum) Set riser or r inq in a thick bed of 1~2 mix cement mortor.(Class ~C') Steps see std. dwg. 231. ps to be on side without e or on side with sm ollest a diameter pipe. m o ~~ I e. a Rounded Pipe Ends ~ -a::; See Std. Dwg. 21 I - ~~_ ot. ..X,. !~. ..T„ For ° Ste ~= PiD Slope floor 1" per foot towards outlet a c c 0 c s 0 t __ n > d o ~T SECTION A-A \-4 ~`4 Around Pipe NOTES= I. Refer to standard drawing 231 for additional notes and details. 2. In unpaved areas, except streets,raise cover to 6'~min. aDovefinish rode. In streets raise cover to finish rode. Revised Drawn Aac. Date 9-9-74 CITY OF CHULA VISTA Approved Date -riloi-r5 PUBLIC WORKS DEPARTMENT ~ ~ i~'~,~~ STORM DRAIN CLEANOUT- 229 7 u TYPE "A1e Director of Public Works O U Y y `. Y = O P E" Y c N ;v°a, O tl1 N E u 0~ o ~ Y a o_ - O e1E c E M u ~ n ° m ~ N u pl. p C L I p mo. ° oN m Y oO 7 N V1 y E V 1:J ~ ~ _° N O rD ' 3 d 0 u N~° Y C 3 ° ]~ i° o i ` ~~ i0 0 l ~~ N 2~or 3~ o ° v ~ o s~ 0 v a o c o V 1(1 K° O N MOX y Q O N y v N O N ~. p O C: . VI vm E v <~ ° o 0 o Y oM._._._ a 3 ° D ~ N y1 J ~ N ~N 3 3~ u c Y 1 U M 1 ~ ~ ~ . , ON U N . .'6:e a' v o a ~o k ~ ~ o. d „> uv 10 p' ' ~ ~ u trn O 2]'~ II ~~ . o. ~ Max . - ~ ~ fin N . II / e . .Vn ) ~ \ _ may.,, « 9- ~ao c >~' «~u ~ o-_ a s 3a ~ . v- c '~ c o c ~vo °E~"~ t of aHa. eN OV Np~ v_ Ew o v. ~~C N ~~ ~. ~ .r C O ~ y N K: H V° u V V m «9 E-- Y ar al N ~ u 'Z`4Bars (d.6~0.C.~ E TYPE PIPE DIA. X Y ~ B-5 UP TO 51" 5~ 4~ 5 B-6 52~~ TO 60~~ 6~ 4~ 6 8-7 61" TO 69~~ 7~ 4~ 7~ B-8 70° TO 81~~ 8~ 4~ 8~ B-9 82~~ TO 90~~ 9~ 4~ 9~ NOTES Q~ ~'L°'4 Bars Placed Diagonally ` T ~ ~ r/~T'~~ ~" ~I' III /f Tj r ~ ~~~~IA ( I~ r a5° ~ I I ~~ / ~ ~ - \ ~~- / -~~ .. T.. ,.X.. .. T.. L Refer to Standard Drawing 231 for additional notes and details. 2. In unpoved Drees, except streets, raise cover 6~~m in. obove finish grade. In streets, raise cover to finish grade. 3. For manhole components, see Standard Drawinq 513. Q Q U 'W'^ V/ Q -Bend Down 15~~ (Ty p.) Revised Drawn Ae.c. Date 9-26-74 CITY OF CHULA VISTA Approved Date -rilo/-rs PUBLIC dYORKS DEPARTMENT ~ ~ ~ STORM DRAItd CLEAPlOUT- 2 30 `' TAPE ~~®~~ Director of Public Works 80X SECTION REINFORCEMENT MAXIMUM SPAN DEPTH THI~c1CT c10RIZRFIrJF 4 -0~~ 4~-II~• 10 8~ 0~ $,- i„ to 1 2'-O'• 1'~ to ~_ ~~ 12~-I" -I t 6~-O~ to I ~~ to 7,-0" 16~ 0„ _I" fo 8-O~~ -I" io ~- 16-I,~ -1~ to 6-O to 2 0~-0'~ _I to 8-0 -1 •~ to 5'-0~ 20•-i" _1, t '-0 to -I„ ~to 7,-0" 24~-~, I %p' clearance typical 2" TYPICAL- TYPICAL BOX SECTION LADDER RUNG (STEP) 14" See note 12 Ladder rung shal I be s/e~ 9f steel bars hot dipped galvanized fabrlcaf ion per ASTM 4-123 NOTES t. Concrete shall be class "A" (564-C-3000). 2. Unless otherxise epaetffed reinforcing steel shall comply with this drawing. 3. Reinforcing steel shall be intermediate grade deformed bare conforming to latest ASTM sp eeffications. 4. All bends shall bs in accordance with latest A CI code. 5. Minimum splice length for reinforcing shall bs 30 diameters. 6. Floor shall have a wood trowel finish and except where used as junction boxes, shall Aave a minimum - slope of 1 inch per foot toward the outlet. 7. Depth "v" is measured from the top of the structure to the ftowline of the box. 6. Wall ihickpe sg and reinforcing steel required may be decreased in accordance with tablo above ac depth V is decreased. 9. Wall thickness shalt be stepped on the outside of the box. 10. When structure depth „Z„ exceeds 4 feet, ladder rungs shall be cast into the wall at 15 inch intervals from 15 inches above floor to within 18 inches of top of structure. Where possible place rungs in wall without pipe opening, directly beneath access opening. Revised Drawn: T.L. Dgte:10-10-74 CITY OF CHULA VISTA A roved: Dote:7itorrs PUBLIC WORKS DEPARTMENT Gr/ ,; ~~„y INLETS ~ CLEANOUTS- 2 31 `' NOTES ~ .DETAILS A pirector of Public Works 10" M " ~ Anchor Bar . 1 I ~q 3~ O.C. Maz.. i ace Angle=3~/p s 3yz"z yz" (sae note 1 I 0 L 1 a /~ ~ _ e ~~ T nH r -Protection Bar ~ (see note 3 1 0 I ~ 3 ~ ~_ 3 2~ I/p° Radius r ~ ' ire' ~~- .. . ' - • : - - 3" ..-~~, .: .~i. "~i II ~. Construction Joint 1~~ to Support Bolt ( sea nose 5 1 A`4 Bars _° O.C.las called for ~~ in individuol inlet types) ""~~ y2~ Lleorance min. I _ i CURB YNi.ET THROAT OPENfNG NOTES - t. Face angle shall be coat into structure continuously for the full length "L" minus 3° on both coda. 2. All exposed metal parts to bs hot-dipped galvonized after fabrication. 3. When curb inlet oPOninq height"H"exceeds B° install 1" ~ steal protection bar. 4. Install additional bars at 3 %p ° clear apaelnq above first bar Than openinq exceeds 13". 5, When curb openinq length exceeds 8~ install i° (6 steel support bolts, spaced of not more than 5~ O.G. Revised Drown: T.L. Date:3/a/TS CITY OF CHULA VISTA Approved: Date: ~iloi~f5 PUBLIC i~tORKS DEPARTMENT Gv ~~;.~~ INLETS ~ CLEANOUTS- 2 31 ~~U .NOTES ~ ®ETAILS B Director of Public Works a -oYS ~ I ~-~ 3'-4~'B ~ :~ a ~___ j I 1 `~ L 4" x 3"x Yz' a o {y N N rl rl IJ ~18 %IB PLAN VIEW chore END VIEW NOTES 1. For grofes refer to Stondard Drawing 233. Revised Drawn: T. L. Date:3/24/75 CITY OF CHULA VISTA ADDroved: Date:-ri+oils PUBLIC WORKS DEPARTMENT w. ~ ~ DRAINAGE STRUCTURE 232 ~~-, Director' o~ Public Works FRAME r-- TYPE GR-i ~ GR-2 GRATES' ~_ I I I WT GR-1 a 125 L S.~ WT. GR-2+200 LBS. 1 %4~ h'^f-1%2'... ... TYPe GR-2 ... ...1 y4~ 1 yi~ f ~l Zy2 ~... ... TYDe GR-1 ... ...iy~~ I/s • ~~ ? v 3•- q.. TYPE GR-3 GRATE q" ~ .WELDED STEEL ~~ WT. c 141 LBS. ~~ 4.. ;R-4 GRI 1LINE TY =1R2 LBS. 3 y2' x s/e~ x 1°-118• Bora (16 Bars -Type GR -1 ) 26 Rare -Type GR-2 ) 3'4" Dia. pipe spacers (!S Spacers-Type GR-1) (25 SDaeers -Type GR-2) %2' Dia. Rod i',R :1;-113'8' Croas -`TYP• %~ SECTION A I 3%2'x ~/a'x 3•-3 %4'Bearinq 2~"x 3/e'xi'-115/e~ End bare A q a v. u l SECTION B 5/s Fii let weld outside Dar ~ suety 3rd internal bar Rivets 5"O.C. ~~31/Z'x %4' Outaida Dare ~~ ~- 4"x %q' Internal bars a ~"`y_~° f~~ad~>_ ..~~t_~ ~"',~ ~ C SECTION C ,,'_f\_~ '0~j~_~ .! ~'a!~ ~_I' ~~{ 3~z %4" End Dar _. - ~ ~ ~ -415/g Fillet weld full depth each side on outside ~2'~x3ig Reticuline bars top flush bearing bor and every other internal bar. NOTES - t. Hot dip galvanize all Darts after tabrication. 2. Dimensions to ~ of bars except outer dimensions. Revised Drawn: T. L. Date:3/17/75 CITY OF CHULA VISTA Approved: Date:~itoi-r5 PUBLIC WORKS DEPARTMENT ~ ~ w, n ;~~ ®RAlNAGE GRATES Director of Public Works T~~ES ~sIR-: T~ROVGH GR-4 233 SECTION A-A i Revised Drawn: T. L._ Dote:IO-28-74 Ap/proved Date:-ri+oi-ts v !~. n i (~:'7r~ity Director of Public Works nax. CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT CONCRETE LUG 1234) NOTES: I. All concrete shall be 470-C'2000 (Noss e"1. 2. The end of conne cflnq Dipa shall not project Info ine woterway of the larger pipe. rtger pipe shall not .s than 24" I.D. mailer pipe shall not 'fe ihan 2/y the elZa s larger pipe. SETBACK `C` PER STD. DWG. 801 I 24` MIN-~ I ORIOI~AL ~ OR OUND ~ i C W _ W Z ~ ~ Z O J ~ LL 12` I I ~~ ~3` PORTLAND CEMENT CONCRETE, 470-C-2000 ROUNDING (CLASS "G`1 OR S` PNEUMATICALLY APPLIED MORTAR NOTES: 1, REO UIRED AT TOP OF CUTIFILII SLOPC9 WHER! DR AtNAOE 19 TOWARD9 SLOPE AND WHERE 1 L.F. OF DITCH WILL INTERCEPT 100 9.F. (SO 9.F.) OF GRAIN AGE AND WHERE THERE IS A NINIMUM OF 1500 S.F. (1000 S.f.) OF AREA TO BE DRAINED TOWARDS THE CUT (FILL) 9lOPE. 2. MINIMUM GRADE : 0.6 96 BROW DITCH TERRACE DITCH 6~ YIN MIN. ~ _.P` I A b NOTES 3~~PORTLAND CEMENT CONCRETE 470-C-2000 (CLA SS `0`I OR 3~ PNEUMATICALLY 4PP LIED MORTAR ROUNDING 1. PEDUIRED FOR ALL SLOPE TERP e,ce g, 2. VERTICAL INTERVAL: A. YIQ-SLOPE FOR VERTICAL MEIO HTS OF 40~-60~. B. SO YA%IYUN INTERVAL FOR ALL OTHER SLOPES. S. VARIABLE WIDTH `P` SNALI BE PAVED OR PLANTED AS DIRECTED BY THE CITY ENOIHEER. 4. MINIYUN GRADE: 2% DITCH SIZES AND CAPACITY Revised GRADE OEPTM WIOTN CONTRIBUTORY AREA (ACRES) 0.3% 8" 2~ 0.83 i o~ g" 2~ 1.2 2 0~ g • 2' 1.7 2 % 8" 3' 2.3 2 % 10" 3' 4.2 2 % 12" 3' 6.2 prawn: T.L. pDfe:2-2o-75 CITY OF CHULA VISTA Aooroved: Date:-ri(oi-ts PUBLIC WORKS DEPARTMENT Director of Public W orks ~AO~lAGE ®i'TCH~S ~ 235 8Ye YIN. 1 V Y O ~:" K ~. tl) ~\// %' ~2. ELEYATIONS eHOWN~ ~ ~ ~ / ON PLANS w / ~ o °, s ,p O ~O• N ~ ~ WHEN CHANNEL DEPTH E%CEEDS. 3~-O°, WEEP HOLES MUST BE ADDED AT 10 -O" ON CENTER. (SEE DETAIL BELOW) TYPICAL SECTION-LINED CHANNEL I" GRADED FILTER MATERIAL lT0 BE PLACED A MINIMUM OF IB" EACH SIDE OF WEEP HOLE. CONSTRUCTION JOINT IF DESIRED NOTES: DETAIL I. A.C.,-A.B.S., OR P.V.G. PIPE MAY BE SUBSTITUTED FOR V.G. PIPE IN WEEP MOLES. 2. CHANNEL TO BE CL A39 ~A" (364-C-3000) PORTLAND CEMENT CONCRETE. S. FOR DRAINAGE CHANNEL OF eRE AT ER CAPACITY SEE STANDARD DR AWIMO 258. 4. DESIDN DATA YAXIYUY VELOCITY~IS F.P.D. , MINIMUM VELOCITY• S F.P.S. Revised Drown: T. L. Dote:10-14-74 CITY OF CHULA- V (J i N A Droved: Date: -ri(oi-r5 PUBLIC WORKS DEPARTMENT ~ DRAINAGE CHANNEL- MINOR 7~ Gv ~~~~t.H-- 2 36 Director of Public Works ~28 ~8~ WIDER FENCIN• AS DIRECTED 0Y CITY ENOINlER FENCE (rvP.f 0' YIN. e' YIN. A9 SHOWN ON PLANS 6M SLOPE 1~ PER r q ~ i5 ~C • '•" /~P. ~ ELEVA71ON3 SNOWN i~Z v ~ - ~• 1 ~ ~ 'd-. • 'i \ ON PLANS ~ o o ~Jp(4 .~. ~ l ~y .~ • ~, F ' i ' 4 0 a (~~ ~ ~' T SEE DETAIL BELOW ` -' ~''` - ~~ J WEAKENED PLANE JOINTS AT 12~ CENTERS s' 1" VITRIFIED CLAY WEEP ~~ ~ ~ ' ' '~ '~ ~ HOLES SPACED AT TEN FT. i Y4 ~' CI \ ry .~ \ 0 36~ N 6° - ~ ' ~ ~ ~ ~ ~ ~ ~ • r ' •e , ~_•~ " •5 I~_G. GRADED FILTER MATERIAL " ~ _ I > , ~ . • WITH ~~~ ~ '~ ~ ~~~ " CONTINUOUS TILE DRAIN ~~/ 1 ~ OPEN BUTT JOINTS ~~~~~~q t i/2~ DETAIL NOTES: 1. A.C.. A.B.S., OR P.V.C. PIPE •YAY BE SUBSTITUTED FOR V.C. PIPE 1R WEEP HOLES AND-CONTINUOUS TILE DRAINS. E. CNANNEL TO BE 861-C-8OOO (CLA99'A~1 PORTLAND CEMENT CONCRETE. Revised Drown: T. L. Date:I0-1-74 CITY OF CNULA VISTA Approved: Dote:-ti~oi-r5 PUBLIC WQRKS DEPARTM ENT ~ ~ ~ ~ ~ CHANNEL - E DRAINAG 3 ~,~~ ~ , ? 2 ' ® ® AJOR Director of Public Works Flowline ~f channel-~_ _i_ ~ L ~7 .: °~ VI ~~~.~. 10" min. SECTION A-A NOTES: i. Cutoff Wall to ba Claas °A° (564-C-3000) Portland Cemant Concrete. 2. Thickness and wall da Dth shall be as required by the CITY ENGINEER. Revised Drawn: T.L. Date:10-14-74 CITY OF CHULA VISTA Approved: Dote: ~itoi~5 PUBLIC WORKS DEPARTMENT G~ ~~~~ CUTOFF WALL. fior oirec,vr of Public works DRAINAGE CHANNEL. 238 roan Ground Itns O . :I bevel ~~r'~".~.'p. NOTES 1. Concrete to be S64-C-3000 (class °A"1. 2. PIDe shall connect to ehonnel as high as DossiDle. 3. Tha ma:Imam angle of connection is 60° downstream. In no case shell a Alps angle upstream. Rounded pipe ends Der Std. Dwq. 21 1 .~ ~~,;. r~.' a /. .v~ :. "~_~~ 1:1 bavel~ SECTION A-A Revised Drawn: T. L. Date:l0-29-74 CITY OF CHULA VISTA Approved: Date: ~itoi-rs PUBLIC WORKS DEPARTMENT ~ L, ~. ~ ~ PIPE TO CHANNEL 239 Director o~ Pubtie Works CONNECTION TW 2 RIXMDED PIPE ENDS PER ETD. OWE. MO. 211 SECTION C-C ~I m ,!. A 3 ;4~IZ% •8 X10-_ F' 4' '''~: '.e i .. ' 4. ~: ;i . -~ ~•-.TB/2~4 . ~ . ' e • . • T B ! ~ ~ a~• ~ ~ ~ ~1~ ~ . : ~ ~le. ~ .. ~. fl a'~ i ~~4~12~ ' ~BLD 10~ SECTION B-B PIPE AREA IN S0. NA%. DISCHARGE FEET 4ND INCHES INCHES RIP-RAP 512E IN 512E FEET C.F.S: a W N L A B C D E F 0 TW TF TB TP K INCHES IB 1.77 21 S-6 4-3 7-4 3-3 {-I 2-4 0-11 0-6 I-6 2-1 6 6/ 8 6 3 4 2{ 30 3.14 4.91 3B 59 6-9 8-0 3-3 6-3 9-0 10-8 3-II 4-7 S-1 6-I 2-10 3-4 I-2 I-4 0-8 0-B 2-O 2-6 2-8 3-O 6 6 6/ 6/ 6 7 6 7 3 3 7 8/ 36 7.07 BS 9-3 7-3 I2-4 5-3 7-I 3-10 1-T 0-8 3-O 3-6 7 TI/ 6 8 3 9 42 9.62 IIS IO-6 B-0 14-0 6-O B-0 4-S I-9 0-10 3-0 3-II 8 B/ 9 B 4 9/ 08 12.37 I31 II-9 9-O IS-B 6-9 8-11 4-II 2-O 0-10 3-O 4-S 9 9/ 10 8 4 101 SO 15.90 191 13-0 9-9 17-4 7-4 10-0 5-S 2-2 I-O 3-0 4-II 10 10 / 10 B 4 12 60 19.63 236 14-3 10-9 19-0 8-0 II-0 3-II 2-3 1-0 3-0 3-4 11 III/ II 8 6 13 72 28.27 339 16-6 12-3 22-0 9-3 12-9 6-11 2-9 1-3 3-0 6-2 12 12 / 12 6 6 l4 a" I Revised Drawn a.ac. Date ii-1-~a CITY OF C H U LA VISTA Approved Date ~i~o/mss PUBLIC WORKS DEPARTMENT ~` ~ CONCRETE Grp ~~~~ ENERGY DISS I PATOR 240 Director of Public Works LOIN !%ItT. ELOPE OR fILL CLOP[ AS DINE CTED BY TNf lNBIN EEN PLAN OPENIN0. 3~CLEARSECTION A-A NOTES: D=PIPE OIAMETER W =BOTTOM WIDTH OF CHANNEL P=WETTED PERIMETER OF CHANNEL PLAN VIEW i. TYPE OF RIP RAP- o. Regular Ouarry Stone or Rounded Cobbleatone- May be either gravel bedded or grouted. b. Broken Concrete-Only allowed upon approval of City Engineer. Must be placed by hand. No smooth surtaee shall be on exposed horizontal plane. Must bo grouted. 2. PLACEMENT- o. Minimum depth= I I/2 times maximum atone size. b. Roeka sholl be ploeed eo as to provide a minimum of voids. c. Surface rocks or concrete shall be imbedded to at least I/2 their vertical dimension. d. Rip Rap bedding /~routin~- I. Grovel bedding shall be graded gravel of }rom one (I) Inch minimum tliom- efer to three (3) Incnee maximum stone diameter. The minimum thickness eholl be 13 I/2 inehea. 2. Grouted rip rap ahail have all voids between rip rap }Il led with grout. Grout shall consist of one (I) part port land cement to three (3) parts concrete sand and watered sufficiently for the grout to easily fill voids. ~ ^- ~, ,~ ~ x ~, ~~ ~~~L~~ Maw-5X -I ROCK SIZES DESIGN SELECTION OF RIP RAP VELOCITY COMMERCIAL ROCK USING AVAILABLE ROCK OR BROKEN CONCRETEw (FT./SEC.) CLASSIFICATION USING AVE. UNIT WT. USING AVE. UNIT DIAMETER 6-8 N0.2 BACKING 25 LBS. 8 IN. 8-10 N0.2 75 " 11 " 10-12 I/4 TON 500 " 21.5 " 12-14 1/2 " 1000 " 2T " 14-i6 - I " 2000 ° 34 " IG-18 - 2 " 4000 " 43 " ENO more than 10% of rip. rap may De aural lsr than i/5 of the average shown above Rev)sed I Drawn: T.L. Date: 2-20-75 Approved: Date: -riloi-rs 9. ~eiy Director of Public Works CITY OF CHULA VISTA PUBLIC 4VORK3 ~EPARTtIAENT RIP RAP Y DISSIPAT®RS 241 NOTES- 1. For prec0at manhole components (Including prelna tal lad stepal see Std. Owq. 513. STANDARD MANHOLE COYER ~ fRAYE 2. Manh~e "}fame E 011 fvlnts f0 De fet In BEE eTD. DW9. 609 OR 610 Claee C mot tvr. 3. Steps aholl ba opposite downstreom dde of manhole. FILL IN WITH CEMENT MORTAR IN UNPAVED AREAS f{. $oWef DDlpea cOnneGtinQ 10 manhDle shDll - have tlexibla joint within 12~ of inside ' tote of manhole. S. Water stop connections for plastfo pips ~ e a - shall be approved by City Engineer. o z z v . ~ r m_ = x . e. 2e" DIA. r"•ei q ; 't W e. e 2 V e "" e w ,e, :~~ ~ SANE AS I.D. OF PIPE f. r' a ' .: ~.~ 2 % ~ J: V "": Ir ..~'. '. ". B 'r'. ~ e~ ~ w 2/b PIPE DIA. t- 1 : 6" x r: °~ ~ SECTION C-C e' .e, W O ¢ 4'-O" q a `e: ~.. 0 Vie. ..=e: n_ o = ~,~. I= "e* i io .:: ~'. ~ ,, :..,~ I TO-C-2000 '12" CONCRETE BASE SECTION A-A "' ' 'i FLOW CHANNELS 9NALL FRON WALLS OF NANI JOINT TO B! UNDER W STRUCTURE OF NANNC 1 1 SECTION B-B Rev(sed Drcwn: T.L. Date: 3~B~T5 CITY OF CHULA VISTA Approved: Date: 7i+orr5 PUBLIC IAlORK8 OEPARTl1ENT ,Y;~,~ Q PQREC`AST 301 7u Director ~ of Public Works "'~~~' ` MANl~®~E ~ 'O !? U ~ < b k ~ ~ ~ W ~-CONCRETE BLOC/C SECTION 1voTES: X SEE STANDARD DRAW/NG $05 FOR NORMAL BEDDING {~ SACKF/LL 2. P/PE SrJdLL BE SUP/~RTF~ ON CONCRETE BLOCKS TNROUGN dREA REQU/R/NG CRADL/hY. Revised Drawn,e./C. Date a-2o-s7 LI I Y Uf l;I-1ULH V15 I H d/7/7s T.L. Approved Date //-/6-~ PUBIIC WORKS DEPARTMENT ~~~ ~ CONCRETE CRADLE 304 ~~ Director o~ •ublie works FOR SEWER PIPE BELL O 6 "M/N. B"MAX. 4 'PTO /a 15 ' P/PE /NCLUSiYe 6 "M/N. /O'' MAX. /B t ~ / P/PE ANO L,q/ZGE?. FdK EST/MATED {~OGUh/E O 2 OF MATEFLgLS USE MAX ~ ~ F42 /HO/44TED P/i1 S/ZE. P/PE O.O. 470-C-2000 CONCRETE ;~ .. (/ o pp ,. \ ° ~ CLYVGQETE SNALL SE TERM- c° ' /NdTEO AT FACE OF SELL 'i / ' ~~-. O/4 C4"M/N/.NUMJ 0O.'. Q; vo~ ~. 00 ~ \~' ,o .: ;yo v'o /N~'EP_T ELEYATk NOTES , I. FOR TRENCHING IN IMPROVED o ° STREETS, SEE STD. OWO. 121 w 3 FOR REPAVING. ~ LL o J i c ~ a 2. I3lEl INDICATES MINIMUM ~ N ~ ~" ~ p RELATIVE COMPACTION. LL Y ~ 4 J ,... a x u a > 3. 7HE MODULUS OF PASSIVE SOIL a a a m ~ ~ x RESISTANCE = 300 P.S.I. FOR wo TRENCH WIDTH ~ w FLEXIBLE CONDUITS. x ~ w u x a w n. Z °oo v, ~ ~ 4. SPECIAL DESIGN IS REQUIRED W ~ £N m PIPE O.D. ~ m FOR PIPE DIAMETERS OR - DEPTHS OF COVER GREATER ~ i 6~~ MIN. - B~~ MAX. g 7HAN THOSE SHOWN BELOW. w m o ~ BELL 2 N ~ ~ o o INVERT ELEVATION m w o m a LIMIT OF AGGREGATE y5 ~ ° '~ 4~~ min. beneath pipe or 1~~ min. _ ~«°d• ' beneath bell whichever ,s qre Diet. , 1° MAXIMUM A GGREGATE SECTION NO SCALE DEPTH OF COVER TO TOP OF PIPE (BY TYPES OF BEDDING) ENCASEMENT pER SEC ABOVE PER SEC. ABOVE TYPE OF PIPE (p er Std dw 306) 9• . (with aggraqate . to springllne ) V. C.P. 4° - 10~~ TO 3~ 3~ - 24~ 2 4~ - 30~ A.B.S. (composite) TO 3~ 3~ - 30~ 8" - IS~~ TM S. I~HR AS 2 B TO 3' 3' - 12~ 12~ - 30~ i ~ 8° - 12" TO 3~ - 3~ - 30~ P.V.C. " TO 3 3 - 16 , 16 - 24 4„ - 12 Revised Drawn M.L.H. OOte 5-2~-~5 CITY OF CHULA VISTA Approved Dote Titoi-IS PUBLIC WORKS DEPARTM ENT / PIPE SUBGRAD & TRENCH ~ ~ (~ ~ ~.. ~ E ~ y 305 BACKFILL FOR SEWERS Director Gt Public works ~'TE?M/N.4TE CONC/rETE AT FACE ENO OF BELL . PLA~J FO/Z EST/M,9TE0 I~oLC/ME Of MATEJl/qG S !/,sc M/JX/MUM FO? /Nll/CgTE/~ P/PE S/ZE. 6""M/.U/MUM- B "MAX/MUrv/, d "Ta /5" P/PE /NCLUS//E. 6 M/N/MUM-/O "MAd/MUM, /a "P/PE ANO GA?GE.e. a SA' N )~i.D.: 47~_C. ZQI~ / J/'IGCG CONC.2ETE. SUB4.P..9L CONCRETE BLOCK P/PE Sl/BLie40E SECTION °~.arE~~'iA~.`"'`~`'9TEELEVATION /. CONCRETE ENCASEMENT FL14. SEWER CAND SEWER GdTERAGS WlTN/N 5T72EET5) SV.GLL .BE USED WHEN DEPT.4 O.~' COVFR MEASU2Eb FROM 7DP OF P/PE TO SURf,4CE OF GROUND /5 UNbER 3' OR AT LOCdT/ONS SHOWN ON fYANS . Z. P/PE .SJALL 8C SU/~tlRTED LLV CO/~K'RE7'E BLOCfCS TIJROUG/J dRLJ4 REQU/R/NG EN0.45EMENT. 3. SEE STANDdRD QQ.dWlNG 305 FOR NORMAL BEDDING ~ .C3.4CKK/LL. Revised Drawn R./C. Date ¢-¢-~~ CITY OF CHULA VISTA D/T/95T. L. Approved Date //-/~ -~~ PUBLIC WORKS DEPARTMENT ~;~y~~ CONCRETE ENCASEMENT 306 oi:ector of -~bi~~ Works FOR SEWER PIPE LEN4TH SHOWN ON o NS -' c--= i - i/- i __-_--_--_-----_J _~ VA?/ABLG RAO/UJ BEND I USE STANdgQd TEE 02 STANOA20 COLLAR TEE SADDLE CONNECT/ON. G(/.'/E?E A TAP' /S MADE /T Sh'ALL BE ENCASED W/TN Q"OF SGJ-C-1Q~ CLKC. STANOA.¢D TEE CONNECT/ONS SHALL BE G/SEd EXCG US/t/ELy /N NEH/ SUBD///J/ON CONST?UCT/O.Y• PLAN , vAR/ABLE PL U4 G ATE/ZAL SHAL L ENO AT !i UNC Ess OTNE/L W/SE SNOLVN. 'LETTE2 s' STAMPED D? CN/SELED /N CU/lB FACE NOT LESS THAN ` /%z"H/6N ANd 3/ib DEER ~ ST?EET SU2FACE ~ ' ~ / / / /) :~ I CU?B yam' GUTTEQ IZAp/US BEND. M/N DEPT,'/ 4$' BELOWE'A~GUTTE.I -~.4NGLE !/A?/ABA /'-IAX. SS°. '~ ~P/PE BEDD/NG OF 1" MAx. dGGREC„4TE MATER/AL SECTION -ELEVATION NOTE FO.P ENCASEMENT QEOU/REHENT$, SEE DWG. 30iS NOTES -/N NO CASE SHALL A LATE/LAL CONNECT TO THE SEWE2 MA/N p/RECTGY ON T2JP OF THE P/PE. -ALL LATE/L,gLS SHALL BE (¢^MiN /.O~ {t//TN APP?O(/EO MEGf/A.V/CAL /O/NT f' SHALL HAVE A M/N SLOPE OF Z^/e. - END OF LATE/ZALS SHALL BE PLUG6Ed AS APP?O/EO By THE ENri/NEE?. -BEND MAy BE EL/M/NATEp ON M/N/MUM OJS EXCESS//E OEPTy3 -NO TWO CONNECT/ONS sNALL gE MAOG' /N THE SAME LENGTH OF P/P8 41~ ., III' o r~ ,~ ; ~' COLLAR TEE SADDLE ' Revised I Drawn /2/.C. Date 9-Z6-67 I CITY ©F CHULA VISTA 9/T/T'S T.L. Approved Date //-/C -671 PUBLIC WORKS DEPARTMENT SEWER LATERALS 1307 Director of Public Works w ~ ~ ~ O J ~ N '~' -i a r o .~ a o \ 9 Y n L O ~ ° ~ ~ t s A a o r' Y 0 C H ~ s s 4 n ~ ~ 1 ~ m ~ ~ i N ~ J 'v rn ~ ~ ~ r ,,,~ n TmT N O p n m N C ~ D ~ ~ ~ m m~ ~ _ 3 (~ ~ m ~ ® ~D ~< ao o n rr ~" c r r Z3 m O N _ Z N Z ~ 32" z ~ = W N N N - N W A O °~_N. W_A T O A A -_ ~D °1 tT W N fD - ~J-t00 W O 0 ; ~ , W ~~ I W ----- ~'I~ o D Z 2 O r rn m m I ~ i"INCREMENTS OF N0. OF FEET OF DROP IN 2' DIAM. a 4 DIAM. MANHOLES /HOUR. N W A fT O1 O O O O O O O p O O O O_ O O b 0 0 N O 0 r m z = O O O N m f o m o 3 D Z O1 O g GALLONS PER INCH ~ FOR 2 I.D. = 1.96 A 01 (D O N (P °] N N _ _ A SIOTES; I. ALLOWABLE LEAKAGE OF 0.006 GAL./ HR./ FT / IN. DIAM. BASED ON A WATER LEVEL IN THE UPPER MANHOLE WHICH PRODUCES A 4~ HEAD ON THE INVERT OF THE LINE AT THE MIDPOINT BETWEEN STRUCTURES. INCREASE BY 10 % FOR EACH 2~ THAT THE AVERAGE ACTUAL HEAD EXCEEDS THE BASIC 4 HEAD, UP TO A M1tA XIM UM OF 30%. DO NOT TEST WHEN HEAD IS OVER 25'. AN AIR TEST WILL BE MANDATORY FOR ALL HEADS IN EXCESS OF 25. 2. THIS GRAPH BASED ON USE OF 36" ECCENTRf C CONE. N jV A O~ a O N A A 0 0_ o o_ o o_ o_ o_ } i { r t? ~t i } ~ 1 i i 1 ~ 1 4 ~ Y + .. ~ t + T _+ 1 . i f ~_ 1 1.. ~ t. t ; ~ ~ + }:i ~~ ~+IT . 7 .r } r i 1 ~ f ~ 1~ # Ii 1 ~ al I . , . } i r J + 1 rr ii t t . 71L J .-.~ MINIMUM HOLDING TIME !N SECONDS REQUIRED FOR PRESSURE TO DROP FROM 3~2 TO 2~2 P. S.I.G. PIPE DIAMETER 4° 6~~ 8° 10° 12° 15~~ IS~~ 2I° 24° 27° 30~~ 33~~ 36~~ 39° 25 4 10 18 28 40 62 89 121 158 50 9 20 35 55 79 124 i78 243 317 75 13 30 53 83 119 186 267 364 475 100 18 40 70 110 t58 248 356 485 634 1125 22 50 ( 88 138 198 3 150 26 59.106 165 238 3 F- 175 31 69 123 193 277 4. W 2 00 35 79 141 220 317 W LL _'~- 225 40 89 158 248 340 W 250 44 99 176 275 Z 275 48 109 194 283 J 300 53 119 211 V. O = 350 62 139 226 -- 400 7o Ise z W 450 79 170 J 500 88 ~ I 5501 s7 600 l06 79 200 248 299 356 418 401 495 599 713 837 601 743 898 1019 1104 764 849 934 6501 1 1 3 1 170 ~ 226I 2831 340 1 425 1 509 i 594 1679 i 7641 8491 934 1019 11 NOTES - I. TO BE USED WHEN TESTING ONE DIAMETER ONLY. 2. BASED ON NATIONAL CLAY PIPE INSTITUTE TESTING METHOD. Revised Drawn A.e.c. Date to-22-74 CITY OF CHULA VISTA '/7/TS T.~. A roved Date 7/10/75 PUBLIC WORKS DEPARTMEWT ~ ~ ~J j7~,~ SEWER- TESTING TABLE®~ Director of Public works ~~ OW PRESSURE AIR TEST) J9 4 /I 5 'S 4 6 5' )9 34 6 I i STANOARO CAST YRON GATE CAP Top of Pavement 12° Cast Iron Gate Cop Y 15'~Section of 1.2" pipe `ti N N __ __ Approved Cap _ I I ~ 564-C-3000 (Class °A'~1 Concrete Be ckfill 1o toD of ~~~ .D. (TYPical) bend with f inch maximumaggregote-Z Z ~/e Bend end with standard cap and in ploce or use mechcnical plug. Standard Wye Branch N®TES: 1. Gote Cop shall be labeled "SEWER". 2. Riser to be same diameter as sewer main. Revisod Drawn: T.L. DGte~3/18/75 CITY OF CHl1LA VISTA Approved Date: -ri+oivs PUBLIC 1lIIORKS DEPARTMENT G~/ . ~~..~~ CLEANOUT- 3~® ~ SEVVE~ MAIN L.IN~ Diroctor of Pubtie Works ND FLANGE WITH TAMPER-PROOF BOLTS 6~~ CONC. SLAB WITH STANDARD •.• ~ ~ ~,•; 27~/Zx IB~~ WATER METER OOX~ WITH COVER AND LID (CAST IRON COVER AND LID REQUIRED IN TRAFFIC AREAS). FLANGE 9 FLANGE FLANGE 9 SPIGOT- z ' ' P -~. / .l• . ,. ~ ~ . .C. I. _ ~•:-~ RAJ'-~ i r / ' ~ t l u '.T n ~---- -1.~ - - --W ~. seV .. .~ !: o • u 6~~ MIN. ~, NEAT TRENCH I 4~- jG BEND 4x4x4 WYE (BELL-SPIGOT- BELL) NOTES = I. Components shown for cleanout above are of 4~~ Cast Iron ,other sizes can be used with similar components. .2. Similor(Poly vinyl chloride) P.V.C. components may be used in accordance with A~S.T.M Standard Specification D-3033. 3. Concrete to be 470-A-2000 (Class~e~). Revised Drawn A.e.c. Date Io-z2-~4 CITY OF CHULA VISTA Approved Date -ritoiTS PUBLIC VYORKS DEPARTMENT ~o ~. ~~,y CLEANOUT- 311 Director of Public works SEWER FD R C E M A I N 5° Sswar -~Pluq Stgndard Wye/Saddle Wye Or ~. „ 'f... {f~/~~. ~,',~•; _~~ S_landord Tee/Saddle Tee ~ ~ I'~ ~ ~` : ',:: ~ ~~~ :'I' ~ fl.. ~' ~ PLAN VIEW Dimenelon shown on plane T/C r~ R h Two-+/g -~ 45° Benda 'Min. cr0ae z% I ° ~ NOTES- w I ~ t. Although VCP pipe is shown hereon o fhe following ollernates may be used: .. ~' b .ALTERNATE PIPE PER ASTM o' PVC 3034 S s{ ~ / ~/~ /• " `. \V• ABS 2751 or 2680 s yv ` : ~l'...•: .~.~ :'~ ~~ ` , ( I ' ~ ~ ,~ ~ ft.. Elev. ~~ ~ as shown on Plana 470-C-2000 Conuats Baas - ~ Pipe subgr°de of 1° Max. ~~ ~ / ~ ~,y ~//$'~~ aggregate material ELEVATION NO SCALE Revised Drawn+ T.L. DOte:3/10/75 CITY OF CHULA VISTA Approved: Date:-ritoi-rs PUBLIC WORKS DEPARTMENT ~ .~~,~,,~, DEEP -CUT 3 ~ 2 ~~`' SEWER LATERAL Director of Public Works 'E 9 ABO ve 564-C (CLASS B`X8'~ BLOC.t W/TH ~ EL E(/AT/ON NO SCALE NOTE : /. ANCHORS ARE TO BE lJSEO WHEN GRAOe OF SEWER /S 20% OR GREATER ANO ONLY /N NEWLV COMPACTED F/LL HATER/AL. Z. ANCHOA' /TOLL BE CONST,PUCTEO AT 40'(MAXJ /NTERYALS. Revised Drawn ,T{4!f(. Date f/•3.72 G'I S/7/75 T.L. Approved Date 7/10/75 PU -~.~~„ Grp ~ ,~o~:~ Director of t'ublic Works OF CHULA VISTA WORKS DEPARTMENT CONCRETE 1313 A CHOR-SEW R Plana. LUMINAIRE: 75 watt, 7000 lumen or 400 watt, 20,000 lumen mercury vapor lamp, horizontal burning, integral constant wattage ballast with P.E. base. PHOTO-ELECTRIC CONTROL (Polyvolt ~ Twistlock) PER: American Electric General Electric or Approved Equol c c u a, E E ' -' LAMP: °o °0 175 or 400 Watt Mercury Vapor, 0 0 ~ Horizontal Burning. STANDARD: 0 o Prestressed concrete, octagonal in I ' cross section, with 85% crushed green p N aggregate 10% white marble, and 5% black marble. No dye nr artificial !cnlnrin4 oPrmitted. To be covered with clear acrylic or epoxy coating. Two-inch standard gal- vanized steel or aluminum pipe bracket for lumi- n_ i noire. Handhole to face street. iJIRING: Mirrimum #,IOTW Stranded Copper to Bdh°last. Neutral leg of lighting conductors grounded in base of standard. m d I Hot leg of lighting conductors fused > I with 10-ampere i~iidget Ferrule Type r-use in plug connector, in base of standard. °o °o I~lhere aluminum and copper wires are ° ° connected an "Insullink" shall be used. 3" 6'-6" hiAX. FOUNDATION & GROUNDING: O1 ° 2'-6" MIN. See Standard Drawl n9 402. N N 32'x52~HANDHOLE Refer to manufacturers' detail for I WITH covER. anchor bolt spacing. - , ~r, I Jiro- .:. ~Tr ". _~ GENERAL NOTES: MINIMUM BASE CORE t. Luminaire ~ PhotO Cell Shall be approved I I 4 'DIAMETER x 12" HIGH. by City Engineer prior to installation . I 2.8lreet light plops shall show wiring from (_ _J service point to sire et lights. 9/10/75 T.l. Revised -6B~ -6 9f ~'~ ~o ~~ ~-~o Drawn R.J.C. Date 3-28-67 roved S.L H. Date 4-I7-67 CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT STREET LIGHTING 401 STANDARD a-~.~ wFr ~- SIOE WALK-~~ BOLT SPACING AS REOUIREC 5~-6" MIN. MONOLITHIC CURB, GUTTER 9 SIDEWALK. ~, ,..~.. '~•. ~//~ I" P. V.C. OR A.B.S. PIPE, 24~ RADIU: TU SERVICE POINT r >e p~ / ^> e, I ~o e• ~ '~d~ e .~ PLAN NO SCALE GROUND STRAP, TO 0E FASTENED TO ANCHOR BOLT BENEATH SURFACE OF CONCRETE W/BRASS BOLT. ~~" x R' LONG ROD ~. #6 STRANDED WIRE SECURED TOROD W/GROUND CLAMP. (EXTEND WIRE Pr STRAP INTOPOLE BASE TO TOP OF HAND HOLE.1 470-C-2000 (CLASS,.B.) CONCRETE ANCHOR BOLTS N0.-DIA. x LG. x HOOK 4 - I" x 36° x 4~~ ~/T6 T.L. I 2-6. 50. or 0 I r ~ TYPICAL SECTION NO SCALE NOTES _ __ ..-- _ -- REFER TO STANDARD DRAWING ~ -~ 401 - STREET LIGHTING STANDARD WIRING-MINIMUM#g T.W. STRANDED COPPERS/641NSULATION TO SERVICE POINT. TWO CONDUCT(:RS~ I-RED OR BLACK, I-WHITE(NEUTRAU. EACH ANCHOR BOLT SHALL BE PROVIDED WITH 2 NUTS AND 2 WASHERS, GALVANIZED. THE TOP 8~~ OF ALL ANCHOR BOLTS, ~ AND ALL NUTS SHALL BE GALVANIZED. COMPLETED INSTALLATIONS WHEREIN ENDS OF ANCHOR BOLTS ARE EXPOSED SHALL HAVE BOLT ENDS CUT AND GROUND DOWN TO MAXIMUM •~ E%POSED LENGTH OF%q ABOVE ANCHOR NUTS. BEVEL SHARP EDGES OF BOLTS. SQUARE FOUNDATIONS SHALL BE INSTALLED tN NON-GRANULAR CLAY SOILS. CIRCULAR FOUNDATIONS MAY BE INSTALLED IN COURSE GRANULAR SOIL. PULL BOXES PER CITY OF CHULA VISTA STD. DWG. 415 . - visad Drawn R.J.C. Date 3-ze-67 CITY OF CHULA VISTA ~B,?1~1. Approved S.L.H. Date 4-17-67 PUBLIC WORKS DEPARTMENT 6 4-7.3 W.FA~a Director of STREET Z~~- 0~6~ t•ub11c work- FOUNDATION LTG. STO~ 402 AND DETAILS 0.1198" topared steal post 5" I.D. min. at bass, 4 %p' O.D. at top. .. c e o N c M '~ o s e O t ~ < O_ ° 0 0 .~ ~d. Push-Button (when specified) 3"xS" handhols Ond COYlf O .~ u:a.y . .p.. ., . , • , ~ : ~ ~ ..: ' ~ di;' x l8° nneher bone I I : '~ Thtead 6", with 2 note ~. .Ji :'~ ~ ~ and 2 washers each. Length does not include `. ; 2" or 4° 90° bend . ~• ~ 4 total .• : . ~ ~ ~ • 470-C-2000 Concrete Foundation 2~-O' I BASE PLATE it hole to fit pipe "~ holes Revised Drown: T.L. Dote;3/19/75 CITY OF CHULA VISTA Approved: Date:'r~toi-rs PUBLIC WORKS DEPARTMENT ~ ,~/J~~~~ TRAFFIC SIGNAL STDe 403 ~~~ Director of Public works STEEL -TYPE i -A NOTES - /• Top 2"0l /oundolion to wllA sidswe/s. Y. Foi boss ds)ol/s, see Orowlny 408. 3. Loeollon of Siyne/ S~ bs shown on p/ans. Revised Drawn .p..i.c. Date ,~zo-~~ CITY OF CHULA VfSTA L-6B APPJOVed vats /2-20-6 PUBLIC WORKS DEPARTMENT ~1,5T•~. TRAFFIC SIGNAL STD. _ _.,_ , _ __~.,_ ...__~_ STEEL -TYPE 16 4044 ~~ NOTES: 1. Top 2" of foundation sidewolk. 2. For bass details, ~ Drawing 408. 3. Location of Signal shown on plans. Ravfssd Drawn2/.c, Date //-PO-G7 (~~ ~ Y (~r I;HULH V~~ ~ +H L-6 , ADProvad Data /Z-2o_6 PUBLIC WORKS DEPARTMENT 10-~I-74 T.L. C/.~J `~~ TRAFFIC SIGNAL STD. 405 ~ ~ o;,e~t,r af` .uD1Ic Works STEEL -TYPE 17 /IOUNO T.9/oE/ZEO STEEL POLE A?M LE/V6Ti5' B,45E PLATE .9NGh'O/I BOLTS M/N O.Q ' I S F [Z b C t S/ZE 3O C B TYPE f/GT. GAGE BASE TOP A/.FE LUN/~3 iY A. L . . • XV/ /8=0" /O 2O 73'4" S%4" NONE /5 =20' //%t" S/B" /%4" /" /"X.Y6" /S" XY 2B'-6" 7 7X/f" 3~/e" G =/Z' /B' //%l S/¢~ /%r /° /%4 X4f" /S° XV// G :/O' 20' „ 1 „ '/ /S' /B' /%" sj " / % " /%s" /%4 ~:Y44 ° /.a'.. 9 7 /s 3 B /2'-/3' ZO' / f , s /LUM/ri/,9/2E A/IM 0~4TA P,PO/EGTEO LENGTH GAGE M/N. O.O. AT PoLE MOUNTAVG f/E/!+.•r'T B''O" L /O .'J.S" 30.SY /S -O" /O 4.2" 32.8' ~ S/GN.9L A/ZM OATH -r /j0/ECTEO GAGE M/N o.0. MLr/NT/N4 LENGTH AT PoLE HE/GNT /S'-O° /D 4.6" 22.3''! 2 20'-O" 7 S.O" 29.3't NOTES [~/ ?OUNO, TAPE/IEO STEEL TUBE W/TN MAX/MUM TAPE? OF'./S /NCyES PE/L FOOT. END SECT/ON O.O OF 2'Yg FO/I MOUNT/NLi HA?OWA2E. STANOARO 2"'P/PE EXTENS/ONS OF / =0" MAX. ON G'-/0' 3/ZES ANO 3 =0° MAX. ON /Z =20' S/LES MAY BE USED AT THE OPT/ON OF THE MANUFACTUKEQ. (~ NO. // SAGE SNEET STEEL OF WELg9BLE G.PAOE ACCEPTABLE /F Tf/E STEEL AFTER FAB2/CAT/ON f/AS A M/N/MUM Y/ELO STRENGTH OF 44 000 P. S. /. ® f AA,C'ND.P BOLTS EACH BASE PLATE. LENGTH /NO/CATEO ODES NOT /NCL UOE .QEQU/REO f'-90° BEND. TOO TN,QEAOEO 6" ANO FU.QN/SHED W/TN 2 N4/TS ANO Z WASNE.25. ONE ANCN0,2 BOLT BONGED TO CONOU/T. T/,'.L'EAOS MAY BE CUT O? /jOGLEO. ALL STEEL SHAFTS, MAST A,FMJ, BOLTS, SG2EH~5/ NUTS ANO WASNE.QS SHALL BE GAL /AN/ZED. WASNE•e5 SNAGL BE '%64 "X Z ~1"M/N/MUM. Revised Drawn,e./.f. Date /, Z/-6~ CITY OF CHULA VIS I A ~-lS T.L. Approved Date /2-Zo-6 PUBLIC WORKS DEPARTMENT p~~~ POLE a ANCHORAGE 406 ' ~ Director of -ublic Works SCHEDULE %t~ h h %6 qtr ~~ N I l9 C'~l I I ~ N I- I ~ , Z3W I I .~ n I ~WU ~ ~ %4 JMOOTH OUTLET W/T.~/ Q 0 ELECT?/GApCONOUCTO?S. M~~ '" DETAIL ~A~ LUMINAIRE ARM CONNECTION 6//4 ~ 3~~ 3" .y/~.. /O UA. %4 7 GA. S/ic %4 ~f -~ ~~ ~ I~ ~ L ~ I ~ ~ <~ . I I a ~ j 2v~ I ~ I m `soh 3MOOTN OUTLET w/Th' ~\ Q Q ELEGT2KAL CGN/OC/CT025. / ~ 2 r' M ` V DETAIL B SIGNAL ARM CONNECTION Revised Drawn ~.,~. Date /. rz-~~ CITY OF CHULA VISTA 8-T5 T.L. Approved Date /Z-7D-6 PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL 8t ' LIGHTING STD. -DETAILS X07 U Director of public Works POLE BASE PLATE ~FOK it', b' , ~ C ~ O/.~fENS/O~f/S , SEE STO. OK~Cr. 4O6J X6 %° /~.4NOi/OLE, .PE/NFO.YCEO ~//T.Y . 3 GAGE ?/NG /%t"' W/oE WELOEO T17 TS/OE OF POLE. COVE/2 OF /O 2 GAGE qTE. LOG9TE /N SAME QUAO?ANT AS ST A?M. POLE SPLICE Revised Urawn,e./.C. Date,.-z2-6~ CITY OF CHULA VISTA 3-75 T. L. Approved Date/2-ZO-6 PUBLIC WORKS DEPARTMENT ~~~ TRAFFIC SIGNAL ~ 40~ ~~ oirectu~ o+ .~e~~~ Works LIGHTING STD. -DETAILS POLE BASE PLATE iL SLEEVE AT EAC// WLLOEO /O/NT. /%t' STANOA,CD p/PE F?AME- II g "'.PEO I I II II g °A.aBE/1 I I II II ll N/PPLES OF SUFf/C/ENT LENGTH TO PROIi/OE NE'CE3- SAQY GATE2AL AO/lIJTMENT OF NEAOS. SEAL A/IOUNO // ~X S "X.3 %r ~ AL (/M/NUM TE?JN/NAL BOX ANO COPE? G4BLE 4U/OE SPEC/AL 90° ~ %Z'STANOA.FO BOLTS, I I ' NOTE ELBOW ANO NUTS, ANO {~ BL OG.CnJll/_lW'II B/IAGA!ET MOUNT/NGS F/TT/NIBS. WASNERS~ fxgL/AN/ZE . S.yALL BE ON S/OE OF POLE A/s'AY FiQOM TRAFF/C. ELEVATION -TYPICAL BRACKET MOUNTING TERMINAL BOX FRONT VIEW SIDE VIEW o~~, ., f ,,,.., ,,. ELEVATOR PLUMBIZER ASSEMBLY Revised Drawn/Z. r. c. Date //-30-67 4-73.5!B.,vl Approved Oate/Z-ZO-6) 3--15 T.L. 77~// // /~LL~. ~~ Director of Public Works CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT SIGNAL HEAD MOUNTINGS 8~ MAST ARM / ~Z ° STANDARD G OC.L~ NEAO ~// X5"X3/2~ ALUM/NUM TER-\I STANOA?O /~//NAL BOX 1 ANO COMER. : ¢"B?ONZE 3L/OF/TTE? ~ W/T// T/y0 /zOWS OF Tf/?EG ~ CADM/UM PGATEO ALLF~V ~ SET SC2EW5. ELEVATION -TYPICAL MOUNTING lJEd QS 70 !3E PROGRAMMED FAC/NG /NTE/LSEGT/ON ro V TAP STANDARD FOR ~/t STUD BOLT ANO WASN- E?S, GALYAN/ZED WASHER. LOCx ~ N/PPLE, _ - /6~ B.PASS P/NS. LGYK \ ~ R/NG. ` 1 S.~EC/AL 90° ELBOW. TYPICAL DETAILS L ¢ "BRONZE FCJST Q TOP AO.°oTRC'. 0 STANLt9R0 ELEVATION- TYPE ~J~ MOUNTING ~Bn r2 ~ TYPE .%' T .. - _ CU.PO L/NE ELEV.- LEFT TURN LANE MTG. Revised DrawnR../c. Date ,2-.-~~ CITY OF CHULA VISTA //-(8~ Approved Date /Z-70..6 PUBLIC WORKS DEPARTMENT. 3-'ST.`' SIGNAL HEAD MOUNTINGS 410 U Director of Public WorhSPOST TOP INSTALLATION %c"'X %8" scon nri~ac CUT HOL e F/T P/PE. SIB GAL /AN/ZEO BALL FENCE POST TOi~ BASE DETAIL .l .PAO/US PL,ITE. %f ~F/LLET %~i"F/LLET [yELO. SECTION S" a ~~i^ ~u R'-OEST?/AN PUSh' L~UTTON - 2~c ~ / O ST,9NOA?O GAL(/gN/ZEO P/PE ~Z"X /Z"X ¢" COAL /AN/ZEO ANCyO? BOLTS ~' NUTS.1, ~ I / G?.OOEA~ \ I ~ \~ I O } II o. .Q. ~ / - ~ ~~ /=6" SQUA/zG FOUNOAT/ON TYPE - A Revised DfaWll /j.J C. Date //-/5-6 3-75 T.L. Approved Date /Z-Zd-~ !/ ~-Yr-C / w ~ Director of !•ublic Ili yo Lr• II ! ago-c-zooo / ~ ~ fCL455 67 - CONClLETE - -~ ~ ~.~ -~ ~~. /=6" SOUA?E f"DUNOAT/ON TYPE - B CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT EDESTRIAN PUSH -BUTTON ~„ POST ANO FOUNDATION f Separate curb per Std. DwO. 102 ULAnD nr azlruded curb as shown below wNh epoxy bond shal b be a pm- w10TH A9 PER PLAN mieslGle DlternOte. DUlT WITN cEMEn~ 1'V2"A.C. e~ I V2• f :: P.c.c. cogs \ ~ ' ~ ~ ~' C%16T. PAVEMENT ~T ~ 'TT'C'7-T- 9ElEtT RACKFILL APPLY WEEDKILLER TRAFFIC SAFETY ISLAND DETAIL to Vs' t 1 ' TTI ® II _ [KNT. -AVCM ENT ~ L-----'~ 1 1 T~'- 1 II I- m YI U' W N F' W O N p W Q• J K o N a U e; m a m u m, xo' la" la" lose" xa' la" la" los/e' S 0'~ le" la" 10 tYe' s a' n,• n !N' I x tVa' aLO~rE Tod e•I~N s' *----1 I I OAIV. •NDHOR OOLTtI V[•K 0• TRAFFIC ISLAND DETAIL WITH CURB WARNING BEACON OLAl6 MIRROR REFLECTOR IN ALUM .. t _ p _t TRANSFORMER BASE DETAILS Rwla.d Dawn R.J.C. Date 4-IB-67 CITY OF CHULA VISTA t-68~~iL APProv.d Date /Z-ZD-C~ PUBi.EC WORKS ®EPARTMENT x/75 T.L. L~ x~ TRAFFIC ISLAND DETAILS 81 412 ,.~!„ at pubtl~ works TRANSFORMER BASE DETAILS ~SUFF/C/ENT W//IF_ SNOC/LO c4E AGGOWEO BY T//E CCLVT?ACTG.? 70 PE,QM/T ,S.'O G ~ E. CO. TO MICE CQI~NECT/ON TO SER{VCE W/?GS ~ I~I~ M/N LENGTH 3~ N/PPLE, i i( /25 V Z POLE, 90 AMPE.QE i', MUU/BREA!'EX ' /NRA/NTi6f/T ' ~ir LOC.CABLE ~~ ~ ' GAL y. BOX. ~, /ii %2"CONOVir W/TN NO. B GRO!/NO W/?E /NS/DE. G?OUND CLAMP. ~UNO 200 X B'-O" ~ I~ UTILITY POLE MOUNTING SIDE VIEW FRONT VIEW Revised Drawn2/.c. Date ,z-e-6~ CITY OF CHULA VISTA Approved Date/Z-Zo_(o PUBLIC WORKS DEPARTMENT SERVICE CONNECTION FOR 413 0 Director of -ublic works TRAFFIC SIGNAL SYSTEMS /_~ I I MAx. , ~ SIDE i ~ ~~ i. i ~I i!, j i i I~ i I G4L/. P/oE ~~~ ' .STRAPS B .~..,"f- 9 GAL/. NAILS FRONT ~, c~ ~Q LOOP LEAD /N CONDUCTORS TO BE PLACED /N CONT/NUOUS SGOT iYJLL B SLOTT/NC LgYOUT LEAD-/N NO rES /. SEPA.QATE PULL BOX S/lALL BE /NSTALLEO. ~J ~e W~ N~ ~~ 4A 4B Z. LOOPS MUST BE /NSTALLEO UNaEQ G/RECT/ON OF ENG/NEE•?. 3. LOOP W/•eE, ~/4 AW.G. 3T.eANOEO "?•E•U.3.E"SNALL BE /NSTALLEO ON CC~s'f//ON OF S/L/CA SANG /N 80TTOM OF PA!/EMENT CUT. COYER W/QE W/TN SAND .~ CUT SHALL THEN BE F/LLEO W/TN EPOXY - /EPOCAST-H//36A ~" B ~ S/L/CA SANG. ). S. ALL LEADS SHALL BE TAG<sE0 /A, /B~2A~2B ETC. WITH PEQMANENT L//RE MA.P.e /N /h'iLL 80X ANO CONNECTED AS D/RECTEO BY THE ENG/VEER, 6. /N3UGAT/ON TEST FO? EACf/ COOP TO GROUND MUST NOT ~QEAO LE59 THAN /O MEIsONM TO G?OUNO. (USE MEGGE.P~ 7. LOOP S/2ES SNALL BE AS SNOfyN ON PCANS. B. GEAO /N CON1X/CTORS SHALL 8E BEGOEN #8720 #/C-2. Revised Drawn ~.,.~. Date /Z-,6, CITY OF CHULA VISTA /-687 Approved Date /2-ZO-(o PUBLIC WORKS DEPARTMENT -6 MULTIPLE LOOP 414 >o Director or r~bii~ Works INSTALLATIONS ~* /N3C.P/BE T/jAFFiL' r~, ~ '25 •- S/GNAL~~ WN6N /9 - /~ 2/ /~' CONTA/N/N6 3/G~'AL ~~ CONDUGTOrQ/. /A\ x ;~ h ; s. ~~~~T i_ic~ ~ ir~s~ lilvli YCiLTAuE ~ I ~NI I hjTR ('-. cT ~~cH; ir~~ OM/T FO? GOW 1?7LTAlpE C//fCU/T5. P~QECAST ?E/NFO.fCEO C •- ~ S,~ i ,' r P/IECAST !ZE/NFgPGEO ~ ~ 4 I' i CONOU/T wrTN x i - CONCRETE N (~ ~, MO?TA2. & „~ ~° BONO/NG ~ POU? /N l/UNPE.Q F/EGO. SEAL A?OUND CONOU/T L//TN M02TA?. i ~ ` ~i F 2 •ii e BONG/Nly ~~~~. JVMPE? x 011Ai// ~Q ~ ~2~? POU2 /N ' . 4 S Y~ u I F ~ ~tp f/EN BOX EXTENS/ON W ~ %2 O?A/N ~9 NSFOlZME/I ~ F CLEAN C?USNED ?OGC. 02 ®ALGAS7 ~Nr ?OOF/NG PAPE?. "{y ~Y'~~~/IOOF/.W PAPF_,2. CLEAN CRUSHED ?0.^K. G.eOUND /j00 WHEN BOX HO'/SES SE,P/ES-MUGT/PGE T/IAiKTFO2ME.¢- /VOTE+ STEEL ?E/NFO?C/NG SNALG BE AS ?EGU- GA?LY USEO /N THE STAN0,4?D PQOOUCTS OF TyE ?ESPECT/VE MANUFACTU?E,Y. Revised Drawn /C./G. Date /Z-/B-G7 Approved Date /L-ZO-~ii PUBLIC WORKS DEPARTMENT PULL BOXES 415 rector of iublic Works ---r-~~r-T- I I I I ~_ {~~~ GOPPE? BONG/LAG ST/LAP ~%¢°B.PASS BOLTS o•. ~' b yJ * .1 ^:: e , ~E%T i Giv CONOU/T ANGNO? BOLT. NOTE--' P?/O? TO FOU/z/LAG CONC?ETE CAP LW FOUNOAT/ON, CONOU/T ELATE?/N4 AGG S/C7NAG STgNOAQ05 SHALL BE BONDED TOGETHEK !~?N COPPER BONG/LAG STRAP, LOOPED A20UN0 GACH CONOU/T ~ ONE GJ ANCNO? BOLT ~` BOLTED F/?MLy {i//TH %¢" BASS BOLTS. Revised Drawn 2/.c. Date /z-,9-6, CITY OF CHULA VISTA Approved Date /Z_Zp-~ PUBLIC WORKS DEPARTMENT 7.97 _ P~o~-~e BONDING DETAIL 416 ~ i i I EX/ST 0/ERNEAD ~ i i i SERY/CE ENT~PANCE~ i i i I I ~ ~~ ii I' II II II I~ II ii 11 II EX/ST/NG SURFACE MOUNT O EX/ST. EX/ST . METER SOCKET SEM/-FLUSH SEM/-FLUSH METER SOCKET METER SOCKET U.G. SERV/CE EKSTROM 700-SER/ES MYERS ME-AR-/A PULL BOX SOCKET ADAPTDR OR SOCKET ADAPTER OR EQU/YALENT FOR EQU/VALENT FOR RES/DENT/AL ,Z00 AMP RES/DENT/AL /25AMP F/G. uG sERVicE vvcL eax NOTES: !. CUSTOMER W/LL PROP/DE AND /NSTALL ALL EQU/PMENT NEEDED TO MOD; FY SERY/CE _______a __~ ________ ___ ~ -I r -/ ENTRANCE WHEN CNANG/NG FROM OVERHEAD 1 ~ ~I ~ TO UNDERGROUND SERY/CE. ~~ ~~~ ` 2. S.D.G4E W/LL FURN/SN AND /NSTALL U.G. ~:-~ ~:~~ SERV/CE CONOUCTORS AND MA.('E CONNECT/ONS. F/G. ,Z FIG. 3 ~ NOTE.' PROPERTY OWNER SHALL BE ~ RESPONS/BLE FOR PROV/D/NG l y ~ SU/TABLE TRENCH FROM HOUSE R/SER AND ~ o TO PROPERTY L/NE. PULLBOX DETA/L o~ EX/ST. GROUND O __ i7 :iir UG SERY/CE ~ ~ r PULLBOX / , REFER TO S.O.G.{E T.:! C:..°LE ~ y SHEETS 060.4 H~ I /z"_ i AND 060 4/ FOR r- ELECTR/C CONDO/T . ~ SPEC/F/CAT/ONS TELEPHONE COND /T _ _ 7 MAX . /B ° 6 M/N JO/NT T•PENCH DETA/L CONDO/T R/SER Nor To scaLE _ F/N/ ~ GRADE // ~ ~ i ~ 9o°ELL 24"M/N RAD/uS \ ~~~2' M/N. CONDUIT SIZE WHEN SERV/CE CAPAC/TY /S 200 AMP 081E$£, SOG. {E. `~ ~ ~ PROV/oE5 ANO /NSTALLS SERV/CE CONDO/T ANO CONDUCTORS. ~ F/G. 4 REFER TO SO.G ~E SHEET U6/.7A FOR SPEC/F/CAT/ONS. ~~~~~ _ _ _ /HSTAL LAT/ON FROM BOTTOM Of Y j- ~ SEE,,$O.¢. ~_,^iNEET WHEN SERV/CE - ~ _~6/. 7Q FOR DETA/LS _ Y-r 90°ELL TO EX/ST METER SHALL BE CAPAC/TY Ell'CEEOS 200 AMP CUSTOMER PROV/OES SERV/CE RESPONS/8/L/TY OF THE PROPERTY OWNER CONDO/T TO PROP L/NE, S. D.&{E PULLS SERY/CE CONDUCTORS. Revised Drawn B.E./• Date 4-/7-69 CITY OF CHULA VISTA Approved Date -,3U-6 PUBLIC WORKS DEPARTMENT ~ OVERHEAD TO UNDERGROUND 7 0 L SE~PV/CE COA/I~ERS/ON METHODS ~ ~ 8 Director of Public Works CITY LEGEND DESCRIPTION STANDARD DRAWING PROPOSED EXISTING CONTROLLER ® 4~v ELECTROLIER,-AAST ARM TYPE WITH MAST ARM TRAFFIC SIGNAL WITH aACKPLATE TYpE xVlt 405 412 y.~ - f~ I -v __~~, , STANDARD UNLESS OTHERWISE SPEGIFIi>ED , ' - ` ~ FLASHING BEACON , ONE-WAY ~~~ ~~~ INDUCTIVE LOOP DETECTOR ELECTRICAL CONDUIT ~ ~ELEC~ - -ELEC- (SIZE) (SIZE) MAGNETOMETER DETECTOR -~---0- MAST ARM TRAFFIC SIGNAL WITH BACKPLAT 404 407, - ~;~ TYPE XVI, STANDARD UNLESS OTHERWISE SPECIfiEp 412 NON-DIRECTIONAL MAGNETIC DETECTOR ®MD ~_~MD STREET' LIGHTS 401 - 402 ~ j/~ OVERHEAD CONDUCTOR ~ -ELEC- (GIVE N0. WIRES) pEDFSTRIAN PUSH BUTTON 411 PPB ppb PEDESTRIAN DUSH BUTTON ON SPECIAL 4 i I Q PPB ~~ ~ DDb ` PUSH BUTTON POST PEDESTRIAN SIGNAL , 2 COLOR HEAD ~?-~'c- ~~~ NET ~y OP. P. ~iP. P.~ (GIVE N0. POLE) PULL eox 415 Q ~-' L-J TELEPHONE POLE O T. P. ~` I T. P~ GIVE N0. POLE TRAFPIC SiONAL EACH ARROW ONE-WAY 403,407, Q-~O •-~---~~ THREE COLOR (oN TYPE I STANDARD UNLESS 41O ~/ ~~ OTHERWISE SPECIFIED) `f S WITH T D ~ ' F 403 407 J ANDAR PI-ATE (oN TYPEI St U ES BnCK , , 4 I O ,r-,F_ i OTHERW LSE SPECIFIED TRAFFIC SIGNAL ONE-WAY THREE COLOR WTTH 403 407 ~ ~ ~ GREEN ARROW CON TYP¢. I SVaNA4RD UNLESS QTFIER- , , -O ,r- i -_ WISE SPECIFICD RED AND YELLOW IAUVER2.D) 4IO WALK-WAIT Pt"DE'STRIAN SIGNAL ('T~ TYPE I mom, ~ ~.•-- i STANDARD UNLESS OTHERWISE, INDICATED) u, - ; ~ Revised Drawn T. L. Date e~siss CITY OF CHULA VISTA 11-4-T4 T.L. ApproV ed Date P'-Z~-6y PUBLiC WORKS DEPARTMENT SYMBOLS FOR TRAFFIC >~ wrz~ SIGNAL AND LIGHTING IN• 419 Director of public Works STALLATIONS(sTaTE DWG. es-, ) NOTES- I. Top 2" of foundation to 1 with sidewalk. 2. For boss details, see S Drawing 408. 3. location of Signal Stan be shown on plans. ~/_ 9. 7 (TRAFFIC SIGNAL STD. I420~ Director or P~b~~c wDfkS STEEL - TYPE 15 1 Revised ( Drawn: T.L. Date:ll-4-741 CITY OF CHULA VISTA I Approved: Date:Tiloi-ts PUBLIC WORKS DEPARTMENT U Revised 9-75 T.L. ~~ ~~ Drawn ,P/.c Approved ~u W` ~~.i ~~u Date 9-6-67 D a t e //-/~-~ 0~ h~ ~c~0 ~~~ * ~~ Nb~ ~~ ~~ 0~~ ~4~ 0~~ ,,~~vv o ~ ~WW ~~R pa0 O Q2 ti~ h~ 00 2~ oti hh S~ 4~ 4 ~~ u ~ b 3~ ~g% a v ~ ~° J h ~ W~ 0 W ~ 0 ~ti v h~ o p 2 v o. n by ~~ h 2q eh ., ~ ' Q ~h O ~ N A ~ °u ~ ti W ~ W W ~ y u ~ ~ W m a4 ~ ~N2 W o~ W o W ~° h VWe V h ° ~ ~' W3W d m~ ~ q ~4Q h e h~ ~ m 2 F '' e~N R "e ~` 0 ti~~h CVO V ~WQti Z ~~~~ y h U~~~ C QT~Z 3~~~ M a h PUBLIC WORKS DEPARTMENT CHAIN -LINK FENCE 1501 e i 1. 0 0 0 b v h OQ h~ EpN h~ O N ~ ~0 u ~' ti ti~ v ~y 3 ~ I; ~ ~ h h NI: 4 e ~o~Q~ o "~ ° e ay~~~ ~~~~~ o ho ~ h W ~~ ~ ~ ~ N~ i t ~d ~ ~4 ~ ~ h h Oh Q~ ~ h a QQ ~ W ~ ~~ ~ 3 ~ J ~W O ~ Q F h n Z ~ N si a Revised Drawn 2/c. s--r5 ~-.~. Approved_E ~? I" `- Direac. or Date 9-//-G7 Date //-/6-~ L CHAIN-LINK GATE err e ~~ ~~ ~ WN d .. ' . '~ ~~ /5 ' S. > a,a(q~ ~h N~ 0 0 0 0 Q <f~l~. ~ ` v o a ~oo„ei~s~il ~~ d``~ ~~ N m ~\ Qi, ~~ N y, 2 ~, ~. W 0 ~ h ~~2 ho i` n 0 V ~~ ~UW W~ ~ W ~ ~ ~ ~ ~~ ~ NF WWI 4 V ~ ~ 0 ~~_ ~Wq o .., b ug ~QV c I'I'I ~Rh ~3~i ` ~iM No/SN~7t "~7~~ n V ~W/Jd17.~N/~J/ 17..7735 ~ 0 ~ °W ~ 0 Z~ O n~ ~ ~~ ~ q2 d - > ~~ h~ J ~ ~ N~ W ~~ ~ n oo ~ W$° 3~ W 8 'h ml ~ r"2 ~ u~~ '~ N ~ W h ° 'V~ v`', I ~ g `' o ~° C 4 t ~~~1ill~l g NSW ~~ ~ Ne ~ ~ ~ W W heu~, ~~ ~ h0 `v2 ~W e • YA .. 2 Q ~~ ~~ a ~ ~ .a ~~ M ~ v°q Q"o ~ Ip b o~ '~J V3o ~ sZ< ~ 2 e6 ~v° aq ' ~y V0 J R .tsar 7e~Niwa-~1 ~ W ~ O u~! ..O-, Z/ Revised Drawn f1/•~ Date 9-PS-67 CITY OF CHULA VISTA 3-T5 T'. ~.. Approved Date//-/7-6 PUBLIC WORKS DEPARTMENT ~ ~~~ CHAIN -LINK 503 oirectnr of .obi;~ werke TENNIS COURT FENCE DESCRIPTION CITY STANDARD DRAWING LEGEND (REMARKS IN PARENTHESES ARE E%PLANAT ONLY•1 EX STINONSCONSTRUCTIONMDg L03NOSTEDSOLID. EIOUNDARIES 8 CENTERLINES: CITY BOUNDARY LINE eou[rr oP sAN oleo two.a -[Nf CITY OF CNUTA VI{TA (ID 6NTIPY eOUNDA NILE) SUBDIVISION & RECORD OF SURVEY BOUNDARIES two. a -[NI (IDLNTI-Y {U[DIVISION OR M.O.i. 1 PROPERTY LINES ALONG STREETS B ALLEYS two. 1 -[Nt lOT LINES BETWEEN LOTS, PARCELS 8 LOT SPLIT LINES IMO. o -[M) EASEMENTS 9 SETBACK LINES (INDICAT[ {IZ[, TY1[ s E or( [AfLKNTL)~ CENTERLINES - ---~~- STREETS: GRADING OVERLAY USING A.C. SURFACING ONLY SHOWN SHADED GRADED USING A. B. 8 A. C . SURFACING SHOWN SHADED ~-~-jT~-~ OVERLAY USING A.B. .9 AC. SURFACING SHOWN SHADED OVERLAY USING P.C.C. SURFACING ~.• ; ~~.~'••_':°:':;-;•.° 1~ ~" , GRADED USING P.C.C. SURFACING :A ~ i°~.~k" •:~ ,"/ ;.' .,a OVERLAY USING A.B. !~ P.C.C. SURFACING ,. CURB 9 GUTTER 102, 108 (INDICAT[ e~N[TNLR {•ON{• • TNANSITION LOCATIONlt BERM OR DIKE 1028 a• A.C. eLNN (INDICAT[ TYP[ • {IZ[ 1 MONOLITHIC CURD, GUTTER, 8 SIDEWALK 103, 108 ~~:~::,;::~ ~ ", SIDEWALK 103, 108 ::e:.:a,•'.~:,~ ..a ::.-- Revised Drawn T. L. Date s-11-6~ CI TY OF CHULA VISTA ~-vs T.L.. Approved Date ~'-Z7'6~/ PUBLIC WORKS DEPARTMENT l ~ 5 ~ •% ~ ~- STANDARD SYMBOLS 4 Director of -ublic Works A DESCRIPTION CITY STANDARD DRAWING LEGEND !E%PIANATORY PONLY.jNESE9 ARE gg ez,sTlNO "scoruisTR' ucT1oNN9gLS GH09TE0 L10. STRE TS GONTINU DRIVEWAY APPROACH 108 104 `' ~ `'~ - , ALLEY APPROACH I O 6 ~.: .. ~ ~ ' ' CROSS GUTTER 112 , 113 ~ --~-r ~~ EDGE OF PAVEMENT "' "' "' RAILWAY TRACKS (~o teALamAO 1 ~r (eR[AT[R TNAN •0 DCAIt) BARRICADE 109 T- CONTINUOUS SINGLE STREET SIGNS -~ t ~- STREET LIGHTS 401-402 0-~ STREET LIGHT SERVICE POINT (a UTILITIES: GAS MAIN G s" N P (tNON DIAYtT[R 6 TYPE) GAS SERVICE CONNECTION G (eNOw sat IP oTN TXAN s/s" ) GAS VALVE 0.v. POWER LINES, OVERHEAD E 4WIRES-220V (tNOW N0. OP MIRtt, VOLTAet, tTC•) POWER LINES, UNDERGROUND ____E _11/z"coNgl2trv,sw (tNOW tli! OP CONDUIT, VOLTAe[, iTO.) POWER POLE, TELEPHONE POLE ~P•P'N DT'P''' (iN0`/ T'F-IS • NO. OP -OLe ) POWER OR TELEPHONE MANHOLE O wEH. O M x. POLE ANCHOR OR DEADMAN TELEPHONE LINES, OVERHEAD Y 4 WIRES (tNOO NO. OP ItlRte, [TC.) TELEPHONE LINES. UNDERGROUND - - - - T 6NTD - IfNOW uze,NO., coeoulr, eTe.) Revised DrawnT.L. Date B-II-69 CITY OF CHULA VISTA D-7s T.L. Approved Date ~'-27-6Q PUBLIC WORK$ DEPARTMENT ~ ~~~ 5 4 o ° ~ -~- STANDARD SYMBOLS 8 Director of public Works CITY LEGEND DESCRIPTION STANDARD jHESE9 ARE (E XPLANATORY ONLY DRAWING OIID S~ S S CONSTRUC710N EX STING S OHOSTED UTILITIES CONTINUED_~ SEWER MAIN 3 0 5 $ e" v.c. P. (ANON DUIY[TCR a TTPeI SEWER LATERALS 307,312 !' (]NOw DIAYCTCR IP OTMCR TNAN •~) SEWER MANHOLE 301 O M.H. NO.- CONCRETE CRADLE 304 s;-~-: ~.:. CONCRETE ENCASEMENT 306 _~ y .==.'e. 3.'-.=~ SEWER - PLUG s 6~ y.c. P~ PwD WATER MAIN W e" A. c. w (aNOw KIMD~ A.C., C.1.. ETC. a aa[t WATER SERVICE w ~ aNON DI AN[TeR M OTNlR TNAN a/4 t WATER (GATE) VALVE mw.v. w WATER METER 0 WM• BLOW OFF w--O2"e. D. (sl(ow alzct FIRE HYDRANT 115 ~--W DRAINAGE 36 RCP STORM DRAIN OR CULVERT 214 IMON ali! a TYP[~ RCP, CM-. aP~ [TC.t 3': 6' R.C.B. BOX CULVERT (aNOw sae t P.C.C. s' snow DITCN DRAINAGE CHANNEL OR DITCH 235-239 -~ (]MALL 9CAL oe a INCD OR ORADCD) SMALL DITCNCaI WN MC HEADWALL OR ENOWALL 209,210 ~7 ==-11 (aNOw A-PROXIYATe ___~ SUS aNAP[) (INDICATC TYPE a CURB INLET 221 -225 LfNOTN B aNOw P L[T APPROX. aNAPlt STORM DRAIN CLEANOUT 229-230 OO Revised Draw n7, L.. Date a-12-6~ CI TY OF CHULA VISTA - Approved Date ~ Z9-6J PUBLIC WORKS DEPARTMENT 4 5 ~~ ~ STANDARD SYMBOLS C Director of -ublic Worka DESCRIPTION CITY STANDARD DRAWING LEGEND (E%PLANATORY ONLYTIHESES ARE NEW CONSTRUCTION SYMBOLS ARE SO4D- E%ISTINO CONSTRUCTION IS GHOSTED. DRAINAGE CONTINUED: CURB OUTLET 212 X213 f[AYt tYYtOL Af ALL[Y A--ROACN) PIPE COLLAR 215 lr. _~ MON U M ENTSI 505- 507 MISCELLANEOUS: TREES ~, ~lDp 12" (TTP[ OPIATR[c RAt TAPPL CAtLt) 'tom FENCE 501 - 503 8' CHAIN LINK ([NOM TY-[-NOt MIR[,pMIN LINK, LTC. • NtItNT) WALL Q CONC. DLOCK RET. laNOw TYP[-COpc. eweK, [RICK, [TC., [M[TNtR PR[[ eTARDWe OR R[TAINRIe • N[IONT) GRADING & LANDSCAPINGI ORIGINAL GROUND (PROFfLE) =u aP1=,i FINISH ELEVATION "°~h EXISTING CONTOUR ~ - - aso - - - FINISH GRADE CONTOUR - aao -~ DAYLIGHT LINE cut ~- FILL SWALES Q DIRECTION OF FLOW -- -~ -~ RIP RAP 241 Sam SLOPE PLANTING ~ W ~ ~ ~ ~ ~ ~ FILL SLOPE 601 TOP ~ SHADE BOTTOM CUT SLOPE 601 roP-~~~ eorroM Revised Drawn 7.L. Date 8-12-69 CI TY OF CHULA VISTA a-75 T.L. Approved Date -Z7-6 PUBLIC WORKS DEPARTMENT 504 v o~~u STANDARD SYMBOLS Director of Public Works %Z "Dia. ,~ .c F Epoxy grout ^e ar pziied /ead Conc. aur{xe i 3/B~pia. ~ ~ ~.~ A'~. s • ~ ~ ~' 1 '.. I .o ' a ~ V Ori// ~`/B Oia. ho/c 45°Chamfer ,~o , : ~. `I ~/rb' Rad. ~ 0 „ \Pi/ch - /2 per inch ~ . ~ 0~ ~. . ~/ic ° deep ~ ' TYPE A ~ TYPE' B /NSTALLAT/ON /N EX/ST/NG CONCRETE ELEVAT/ON (Typical for Type A or B) ,vorES !. MATER/AL - BYPASS A.S.T•M• B-16 . ALL MACH/NE TOLERANCES 1/64"! , MACH/A/E F/N/SH• Z. MAY' BE /NSTALLED /N FRESH CONCRETE AT T/ME OF /NSTALLAT/ON OF CONCRETE STRUCTU?E- 3. LOCAT/ON - /N MOST STABLE, PE?MANENT LOCAT/ON /N !//C/N/TY, SL/CH AS /N BASE FOR STREET L/GHT STANDARD OR T~PAFF/C S/GNAL ~BEH/NO S/OEWAGK), /-V/TH SU~PVEV MONUMENT PER STD. OWL. 507, /N C//~PB (NOT NEAR /O/NT, ON CL/,Qf/E OR NEAR TREES , ON TOP OF ORA/NAGS HEADWALL , /N FOUNDATION FOR QU/GO/NC OAP .PETA/N/NG /VALL O.P /N CONC~PETE PADS FOR TRANSFO,PMERS, PUMP STAT/ONS, ETC. 4. LEGEND FO.P BENCH MAQK ON PLANS - e (ELEV. J. Revised Drawn .T.WN. Date /o-/p-~z CITY OF CHULA VISTA q.-~s 1yfM. Approved oats ~/~o/-rs PUBLIC WORKS DEPARTMENT ~ ~ i~`'~,~ BENCH MARK 505 ° BRASS PLUG Director of public Works SYMBOL "~ PURPOSE TYPE MONUMENT FOUND SET SECT/ON CORNE.PS g "D/A.NETER GALV. /RON P/PE - Q %4 SEC. CO.PNERS M (If x 30 LONG SUBO/V/S/ON ZOO/A. GALV. /RON P/PE X 24" LON6~~ ~ ~ BOUNOAR/ES O'e oR ~ STREET /NTERSECT/ONS~'~ 6"D/A. ~P.C. CYLINDER X 24' LONG~2~ .?/a"D/d. G4L1/. /RON P/OEx !8" LONG~'~ LOT CORNERS OR • !~ L6dD PLUG ~ D/SK /N S/DEWdLKr'~ P"N~ OF MONUMENTS .45 FOR LOT PO/NTS OF CURIES CORNL'J•LS StT ON BOTH S/DES OF /N STREET STREET EOU/O/ST~fNT F2G1M Cd'N7~- ~ ~ STREET L/NE Off" ST2EET 02 3/a"IRON P/PE~ CENTERL/NES W/TLJ/N MONUME/~l' BOX 1N STL7r-E7' NOTES: i. MONUMENTS LACATED IN STREETS SHALL BE ENCLOSED IN MONUMENT BOXES PER STANDARD DRAWING 507. 2. IDENTIFIED WITH BRASS DISC SHOWING R.C.E. OR L.S. NUMBER. (DISC MAY BE SET IN FRESH CONCRETE, IN POURED LEAD OR iN EPOXY. GROUT.) 3. 3NTERSECTIONS OF STREETS WHICH INTERSECT AT A MANHOLE SHALL BE MONUMENTED BY A PAIR OF SURVEY MONUMENTS PER STANDARD DRAWING 50T. Revised Drawn ,l`1!f/. Date !0•!3-72 CITY 4F CHULA VISTA 4-~a ~VFM Approved Date -ri~oi-rs PUBLIC WORKS DEPARTMENT 1 SURVEY ~• ~~~`~~ MONUMENTS 506 Directoi of Public Works AST IRON COVER RAISED LETTERS %l " O;A. L/FT HO[E 5T0. COPPER olsK ~ rw/ R.E. OR G.S. NO. BENCH MARK PER STD. OwO. 505 ~ ~~ ,e,-. Z"GALVANIZED ~ :':: • ' : ~ p: - CONCKETE IRON PI PE ~ 6"O/A. M/N. SECT/ON f~/EW A -A COYER NOT SNON/N~ NOTE: COVER FRAME TO BE CAST /NTE6RALLV W/TN P/PE BGX. BOX AND CO/E2 ASSEMBLY TO BE BROOKS N0.4TTlOR EQUA/J . MONUMENT BASE MAY BE POU.PEO /N PLACE OR PRECAST. RISER RINGS ARE AVAILABLE. ~ A/Yernata Locations ~ :-:::::~,: ~;:;:::: I .............Preferred Location .,_ , H o''`• STREET ,~ A" ~~~ - v- -- `~ hIdNNOLE.......`•,V S~ Wi WI ~I ti y y LOCH T/ON OF CONTROL MONUMENTS Revised Drawn ,Tldf/ Date!/-/6-7Z CITY OF CHULA VISTA ¢-73 W.f.M Approved Date 7/+o/-ts PUBLIC WORKS DEP/aRTMENT 3-75 T.1 ~, ~ ~~.y SURVEY MONUMENT 507 Directs. or runic wc.ke (LOCATED IN STREET) CITY OF CHULA VISTA CITY OF SAN DIEGO COUNTY OF SAN DIEGO U. S. C. ~ G. (LANDI U. S.G.S. STAFF HIGHEST TIDE MEAN HIGHER WATER MEAN HIGH WATER - CITY OF CHULA VISTA MEAN LOWER LOW WATER LO~.YEST TICS 6 .I 2 4 .91 2 .73 2 .01 0 2 .88 5 .06 OLD CITY OF SAN DIEGO STAFF (PRIOR TO MARCH 1963) _ O I .21 3 .39 4 . I I 6 .12 9 .00 I i.19 LEGENDS U.S.C.¢ G. = UNITED STATES COAST E GEODETIC SURVEY, U. S.G. S. = UNITED STATES GEOLOGICAL SURVEY. MEAN HIGH WATER = MEAN OF ALL HIGH WATERS IN SAN DIEGO BAY. MEAN HIGHER WATER = MEAN OF ALL HIGHER WATER IN SAN DIEGO BAY, BAY CHARTS AND TOPOGRAPHY UP TO THE MEAN HIGH TIDE BASED ON ZERO AT THE MEAN LOWER LOW WATER. SOURCES DATA BASED ON U.S.C.f~ G. °SEA LEVEL DATUM OF 1929: Revised Drawn E. SHARP Date 12-12-72 4-73 H~F~• Ap/~proved Date Yi~oiTs // Director of Public Worka CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT - DATUMS - 508 CHULA VISTA AREA PORT OF SAN DIEGO U.S.C. C G. (BAY CHART) m W Q lL_ ~ -o ~_ W J O 2 Z Q NOTES MANHOLE COVER FRAME AND COVER ARE CAST .IRON. S. M.F-DENOTES SMOOTH MACHINE FINISH. SEE DETAIL A' /~ T0~ p VIEyy K MAY BE STORM DRAIN WEIGHT= 1551bs. -~ •° S.M.F. E-- 1 MANHOLE COVER ~ ~:J ~ 252 DIA. ~. SECTION I~' = I'-o" Revised Drawn R.J.C. Date 8-4-6~ CITY OF CHULA VISTA 3-TS T.L. App~ovsd o,te//-(G -6 PUBLIC WORKS DEPARTMENT f~~ 24" MANHOLE FRAME. ~ 5~9 Director or t•~br~ Wo,,,, COVER- HEAVY ~ DUTY ~^ 0 OoOQ OOODI as ooooD ODDpOC1 • ~O^^O^ Open posi/bn morn A4 ~t seep grcbve n D°Ih I 4. Beef d rim Me [Over -~' ~ +~-•~-# ~ }~ ysieme/H ~ picR bk _ ~"roO bt /up sbI I n poM sloes of rim 2~t /'siomon0 mot i~~ ~~ ~ f'o~ ': / A~ o D' ° ° rn~~ ~ R / ~~t° ~ ~/ ~ 4 ~ R~ ~ a o / \ i.r' A/ \ ... ~ a 4~i// .'J. ~. \ ~\ / // ~ Z2'ei°me/K a / / + I O'. ' 9 ... I ' STORM DRAIN - ° ~~->__-_~' LfI/ert % hi h No oma _r mtnipNOn to ogorurm or SEWER sy q etpotee turroc.t. ° ~~ ~~ ~ ~ °~ TOP OF FRAME 6 COVER ~ 9 ~. a ~' SECTION THROUGH RIM 23 i' outside diameter of carer i • ~~.( '9~.j. 9 N i m t r laor ni / -~~ •~ ~ _ _ SECTION THROUGH FRAME BCOVER Out/i/x There riD joint rim ~ j OuNine mere riDt join --~ 1 ~ some onq/e mraghou/ -I ~,I-~•-1 ~•F-- S TI H_ROIIGH RI8 A MID RADIUS lin w. BOTTOM OF COVER NOTES: I. Intet frame and cover for use in sidewolk oreo only. 2. Frame and tover sholl be cast iron. - a. Cover- 100 lbs. ' b. Frame - 30 IDs. N j/~ ~e/ame/er of ~'iL SECTION THROUGH LUG a I .~ Revised Drawn R.J.C. Date 9-21-6~ CITY OF CHULA VISTA 3-T5 7.L. Approved Date//-/6 -6 PUBLIC WORKS DEPARTMENT C~`~~ 24" MANHOLE FRAME ~ 510 ~~' Dirattor of ~uert r„orks COYER- LIGHT DUTY A Iron +o prevent o be %2~. HALF PLAN FRAME ~ COVER Inner Cover=1551be. Outer Cover = 300 ibs. Frome a 3301DS. Revised Drawn: T.L. Dote:ll-11-74 CITY OF CHULA VISTA gpproved: Date:'ri+oi-rs PUBLIC WORKS DEPARTMENT w ,r~~~ 36° MANHOLE FRAME ~ ~~ !' TWO CONCENTRIC COVERS TJ I I Director of Public Works HEAVY DUTY HALF SECTION FRAME ~ COVER or Outer Corer Locking Screws Manhole Cover /~e~ Lo / ~e r° oe Z Manhole Cover radius= 12° 1~6 13'8 die. hole Manhole Cover - ~e die. hole l II" radius I/ Drill ~ Tap hole, and instal I~ I ~ for Single. I 6/8 z~l%2~ stainless steel, haxogonal socket head cap screw (2 re Quired), Unif ied Nationol coarse Threae SECTION A-A (11 per inch), with I %i~0.D. x lye I.D. x .078~~ thick stainless steel washer ' (Use IB-8 stainless steel, A.S.T. M. Std. Specification A-276, Type 300 Serie a.) v,' Froms Outer I~-I y4~ lifting hole MANHOLE FRAME. COVER 3ENERAL PLAN )ashed lines indicate outline if outer cover when iwo con- :entric covers are to he used, ~s per-Standard Drawing 511. NOTE:. For ManAola Frame and Cover see Standard Drawings 509 ~ 511 Re~iseG Drawn: T. L. Dote:l 1-13-74 CITY OF CHULA VISTA Approved: Dote: Ti<oi-rs PUBLIC WORKS DEPARTMENT ` ~ ~ .,~~,.,,, AAANHOLE COVER 512 Director of Public Works LOCfCING DEVICE Vc rgts. rs.rar~ Inside Vertical Number Unit Descrip tion Diameter Height of Steps Weight(lbs.)_ SHAFTS 48" 30" 2 2100 " f 5" 1 1050 CONES (Concen tric) " " " 48 x24 36 2 2100 CONES (Eccent ric) 48"x24" 36" 2 2100 24° 1 1400 RISERS 36" 45" 3 2700 " 30" 2 1800 " 15" 1 900 24" 30" 2 1220 " 15" 1 610 GRADE 36" 8" 0 480 RINGS " 6" 0 360 24" 6" 0 245 4" 0 163 " 3" 0 122 NOTES: I. All precost concrete components to be manufactured in accordance with ASTM 5 64. 2. Precost reinforced concrete manhole pipe shall be furnished with steps of golvonized steel 3/4" x 14'~ tread. 3,. Depth of manhole frames -from. sur face to bottom: a. 24" frames 41/2 b. 36 " frames : 6" 4. Thickness of all manhole components = 5" Revised Drawn: T.L. Date:3/13/75 CITY OF CHULA VISTA Approved: Date:-ri~oi~g PUBLIC WORKS DEPARTMENT PRECAS T MANHOLE/ ~ ~ya~~~ 513 7 bli Works t f P Di CLEANOUT COMPONE NT rec or o u c BROW DITOH, SE! O STD. DWG. 2S6 I ~ I TOP Of BLOPE ~~ ORIGINAL u R I ~~BROUND a N ~ DRAINAGE TERRACE 8' YIN., SEE STD. a DWG. 233 4 NOTE 6 > 'c' SENCN ~N'IDTN AS-~ SPECIFIED BY SOIL EN8INEER, OTHERWISE 10 FEET DITCH, 9EE 9TD. DWG. Yb6 OF SLOPE /// DRAINAGE TERRACE w < I / I 6' YIN., SEE STD. DWB. E38 r 2 'r.yl > R 9LOPE w `, ~~. ORIGINAL BROUNO ~ o = a y X _II ~ ~ Q 7 6 > O 1 i i y ~A~ PROFILE-T1fPICAL CUT SLOPE LEGEND H =VERTICAL HEIGHT OF SLOPE. A =DISTANCE TOE OF SLOPE TO I~. B =DISTANCE FROM FOUNDATION TO TOE OR TOP OF SLOPE. C = DISTANCE TOP OF SLOPE TO I~ . WHERE BROW DITCH IS TO BE CONSTRUCTED °C" DISTANCE MUST BE INCREASED BY 2 FEET. PROFILE- TYPICAL FILL SLOPE .®. .,. YIN. S' YIN, OQ 5 4J~1 z r .5' ~ _ BUILDING FOUNDATION CLEARANCE ~ilE f~P11.L - ~I.V r~rc HEIGHT OF CUT/FILL REQUIRED SETBACKS FROM CUT/FILL SLOPES H A 8 C 0 - 15~ I~-6~ 5~ 3~ I B~ - 30' 3' S~ 3~ OVER 30' S~ 5~ 3~ NOTES: 1. GRADING SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE GRADING ORDINANCE AND GRADING PERMIT. 2. MAXIMUM SLOPE RATIOS: 2: t CUTS AND FILLS. 3. LANDSCAPING AND IRRIGATION SHALL BE DONE IN ACCORDANCE WI7H LANDSCAPE MANUAL. 4. FENCING SHALL BE INSTALLED AS DIRECTED BY CITY ENGINEER. S. SLOPE TERRACES ARE OPTIONAL UNLESS DIRECTED BY SOILS ENGINEER. Revised Drawn: -r-,L_. Date:2-19-~5 CITY OF CHULA VISTA Approved: Dafe:Trz2i~s PUBLIC WORKS DEPARTMENT w• ~'. ~Lr~~~ ~~IQQ~® $d.®PES 6®~ Director of Public Works Xr"C" SEE DWG. GO1 O J N W O Y INGE POINT DETAIL X a DISTANCE FROM THEORETICAL HINGE POINT TO POINT OF TANGENCY Y a DEPTH OF CUT AT THEORETICAL HINGE POINT '+/ERTiCi+i_ SLCPE PCtJhJi":C BOTTOM OF SLOPE SLOPE RATIO TOP OF SLOPE ~ BENCHES X Y X Y STEEPER THAN 211 16° 3° 8° 1.5° 2 : 1 TO 31 1 1 O° 2° 5° i ° FLATTER THAN 3:1 6° 1° 3° 0.5° NOTES: I. SLOPE ROUNDING IS REQUIRED FOR ALL SLOPES IN PUBLIC VIEW, HOWEVER APPROVED LANDSCAPING AND DECORATIYE WALLS MAY BE USED IN LIEU OF SLOPE ROUNDING TO INCREASE LOT SIZES. Y. FOR SLOPE GRADING AND SLOPE BENCHES, SEE STANDARD DRAWING GOt. 3. POR BROW AND TERRACE DITCHES, SEE STANDARD DRAWING 235. Revised DrOWO: T.L. ~Qfe: T-II-TS CITY OF CHULA VISTA ADDrovnd Dote viz2iTS PUBI.iC WORKS DEPARTMENT G, w ~ y~~ e VERTIC'~A!! L ,,!!p- Director of Public Works ~`OPE R®C.I~®~I~V ~®~ ROUNDING T\ ETICAL _ 1 l \~ \ 1 SLOPE ROUNDING AT BOTTOM OF SLOPE ONLY REQUIRED ADJACENT TO NATURAL OR PLANTED AREAS PROFILE VIEW ~ 'NfORETICAL POINT Of BLOPE INTERSECTION n /~ H°p`jON<P~ PLAN VIEW V / 1 ,- -~ V Y ~~ X NOTE: S. SLOPE ROUNDING IS REQUIRED FOR ALL SLOPES IN PUBLIC VIEW, HOWEVER APPROVED LANDSCAPING MAY BE USED IN LIEU OF SLOPE ROUNDING. DETAIL X • DISTANCE FROM THEORETICAL POINT OF SLOPE INTERSECTION TO POINT OF TANGENCY Y • DEPTH OF CUT AT THEORETICAL POINT OF SLOPE INTERSECTION .C • ANGLE OF SLOPE INTERSECTION HORIZONTAL SLOPE ROUNDING Coc ANGLE OF SLOPE INTERSECTION X Y MORE THAN 60° 2 9' 8~ 30° - 60° 21 ~ 51 LESS THAN 30° 14~ 2~ d Drawn: T.L. Dote: T-II-Ts Approved Date '+i22i~5 w 9 ~~1~ r of Public W CITY OF CHULA VISTA PUBLIC WORKS DEPARTMENT H®RIZONTAL SLOPE R®UNDOtVG 60 TREE TIE NO SCALE TIE ~~ ~ "~ ~, ~~~ ~~ ~~~ 2"z8' STAKES (2) TIE TO THROUGH OR NAIL KE FINISH CONTAINER SIZE DEPTH "A" WIDTH "B" ' GALLOlJ 12" IB° 5 GALLON 18" 20" 10 GALLON 21" 24" IS GALLON 24" 30" IG° BOX 24" 38" IB"BOX 26" 36" 1/2 BARREL 28" 42" 24"BOX 30" 42" i f {V f- x IJ W W K f N X 0 n: a a a t ~. .. ~~ B.. t V SECTION NOT TO SCALE THREE TREE TIES, VINYL OR RUBBER HOSE g 12 GA. WIRE ROOTDALL AT FINISH GRADE DASIN I"-2" ABOVE FINISH GRADE ROOTBALL OF ORIGINAL CONTAINER ~ PLANTING BACKFILL PLANTING 84CKFILL (PUDDLE Fr SETTLE PRIOR TO SETTING OF TREE) WOTES: I. THE TYPE OF TREE (S) TO BE PLANTED WILL BE IN ACCORDANCE WITH CITY OF CHULA VISTA "LIST OF APPROVED STREET TREES' OR AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 2. STAKE ALL TREES EXCEPT THOSE E%CLUDED BY THE DIRECTOR OF PUBLIC WORKS. Revised Orawn: T. L. Date:3/24/75 CITY OF CHULA VISTA Approved: Dote:-riz2i-rs PUBLIC WORKS DEPARTMENT J ;v 9 ~C4~`~ STREET TREE PLd-NTINa 6O4 Director of Public Works AN® STAKING