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HomeMy WebLinkAbout8409-8414RESOLUTION NO. 8414 (1995 Series) A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS OBISPO DELEGATING THE AUTHORITY FOR APPROVING MINOR CHANGES AND REVISIONS TO THE CITY ENGINEERING STANDARDS TO.THE CITY ENGINEER WHEREAS, the Engineering Division of the Public Works Department is responsible for periodically updating the Engineering Standards, and WHEREAS, the Engineering Standards are necessary to ensure that Public Works facilities are designed and constructed to minimum acceptable standards to protect the health, safety and welfare of the public, and WHEREAS, legally adopted Engineering Standards are necessary to provide "design and plan immunity ", thereby protecting the City from possible liability, and WHEREAS, it has been a function of the City Council to periodically approve changes and revisions to the Engineering Standards, and WHEREAS, it is desirable to implement these changes and revisions in a timely manner, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of San Luis Obispo, California hereby: 1. Authorizes the City Engineer to approve minor changes and revisions to the City Engineering Standards, said "minor" changes and revisions having a minor potential for affecting: a. Safety b. Liability C. Sensitive issues such as bicycles, creeks, visual impacts, etc. Resolution No. 8414 Resolution No. 8414 and, said "minor" changes and revisions typically involving the following: 1) Corrections: a. Typographical errors, omissions, etc. b. Maintaining consistency with other standards and policies. C. Eliminating unneeded repetition. 2) Improvements in: a. Design, end product. b. Economy, cost savings. C. Efficiency (functions better or easier to construct). 3) Mandated changes by: a. State or Federal laws. - b. Implementation of previous Council decisions and policy. 4) Changes in materials: a. Adding acceptable alternatives. b. Eliminating inferior materials. C. Upgrading to newer, advanced materials. 5) Expanding definitions for clarification. 2. Retains the sole authority to approve changes and revisions that have a "significant" potential for affecting: 1) Safety 2) Liability 3) Sensitive issues as well as all completely new standards. Resolution No. 8414 3. Authorizes the Public Works Department to prepare and maintain a supply for distribution of all changes and revisions to the Engineering Standards so approved by the City Engineer. On motion of Smith , seconded by Rnalman , and on the following roll call vote: AYES: Smith, Roalman, Williams, Romero, and Mayor Settle NOES: None Absent: None the following Resolution was passed and adopted this 2 day of May, 1995. Mayor Allen Settle ATTEST: Y Ci Clerk Diane R. Gladwell APPROVED AS TO FORM: Resolution No. 8414 mdwl /stds -res U� NOUN MN Q \J r RESOLUTION NO. 8413 (1995 Series) A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS OBISPO APPROVING ENGINEERING STANDARDS FOR CONSTRUCTION PROJECTS AS PREPARED BY THE ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT WHEREAS, the Engineering Division of the Public Works Department is responsible for periodically updating the Engineering Standards, and WHEREAS, the Engineering Standards are necessary to ensure that public works facilities are designed and constructed to minimum acceptable standards to protect the health, safety and welfare of the public, and WHEREAS, legally adopted Engineering Standards are necessary to provide "design and plan immunity" thereby protecting the City from possible liability, and WHEREAS, the Engineering Division has completed an extensive revision and expansion of the current Engineering Standards, NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of San Luis Obispo, California hereby: 1. Approves a booklet prepared by the Engineering Division of the Public Works Department setting forth City Engineering Standards for construction of public works projects, entitled "Engineering Standards," attached hereto marked Exhibit "A" and incorporated herein by reference. 2. Authorizes the Public Works Department to prepare and maintain a supply of said booklet for distribution. 3. Rescinds Resolution No. 6930 (1991 Series) which approved a prior booklet of Engineering Standards. Resolution No. 8413 i On motion of Smith , seconded by Roalman and on the following roll call vote: AYES: Smith, Roalman, Williams, Romero, and Mayor Settle NOES :None ABSENT:None the foregoing Resolution was passed and adopted this 2 day Of May , 1995. ATTEST: 7, g C- Y C ERK iane I G adwell V APPROVED AS TO FORM: SU �� YtrrT E mdwl /stds• rev by Resolution No. 8413 ow z t 1 1 1 I PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION L1 K ENGINEERING; STANDARDS MAY 1995 APPROVED BY THE CITY ENGINEER: 2-1. WAYNE Gi ETERSON D E I CITY E NEER R.C.E. 18598 ADOPTED BY THE CITY COUNCIL BY RESOLUTION NO. 84139 1995 SERIES MAY 29 1995 Copies of this publication may be purchased for $6.00 each. Please contact City of San Luis Obispo Engineering Dept., 955 Morro St., San Luis Obispo CA, 93401 (805) 781 -7200 �l I :1 L 1 I u I I I I I� ENGINEERING STANDARDS REVISIONS MAY 1995 EDOTOON STANDARD NO. OLD NO. NEW NO. NEW STD. REVI— SION STANDARD NO. OLD NO. NEW NO. NEW STD. REVI- SIGN 1030 X 6620 X 1100 X 6630* - X X 1110 X 6710 6540 X X 1120 X 6810 6630* X X 2115 X X 6820 6660 X 2120 X 7110* 7030 X X 2220 X 7120 7010 2240 2231 7210* 7060 X 3170 X 7220* 7061 X 3415 X 7230* 7062 3420 X 7240 X X 3510 3430 X 7310 7220* X 3520 3431 7320 7230* X 4020 X 7321 7231 X 4110 X 7330 7020 X X 4230 X 7340 7021 X 4440 X X 7410 7210* X 4441 X X 7910* 7810 4450 X X 8010 7130 X X 4451 X X 8020 7131 X X 4910 4330 8110 7140 X 5010 X 8120 7141 X 6020 X 8130 4250 X 6025 X 8140 4251 X 6030 X 8150 7150 X 6040 X 8210 7110* X X 6050 X X 8220 7121 X X 6130 X 8230 7122 X X 6210 X 8240 7123 X X 6220 X 8250 7124 X X 6230 X 8310 7160 X 6240 (DELETED) 8320 7161 X 6250 X 9010 7040 X X 6260 X 9020 7050 X 6270 (DELETED) 9910 7905 X 6310 X 9920 X X 6320 X 9930 7906 X 6330 X 9940 7910* X 6340 6510 X 9950 7920 X 6350 6540 * = Previously Used Number 6360 6530 6610 X I I I J 1 I 1 i INDEX ENGINEERING STANDARD NO. 1000 - GENERAL UNIFORM DESIGN CRITERIA 1010 -1120 2000 _- PARKING & DRIVEWAY STANDARDS TEXT 2010 -2060 DRIVEWAYS STANDARD DRIVEWAY RAMP 2110 MISSION TILE DRIVEWAY RAMP 2115 DRIVEWAY RAMP, SIZE & LOCATION 2120 STANDARD UPWARD DRIVEWAY 2130 UPWARD DRIVEWAY MAXIMUM RISE 2140 STANDARD DOWNWARD DRIVEWAY 2150 DOWNWARD DRIVEWAY MAXIMUM DESCENT 2160 PARIQNG LOTS PAVEMENT DESIGN 2210 OFF- STREET PARKING STANDARDS 2220 PARKING BAY DIMENSIONS COMPACT CARS 2230 PARKING BAY DIMENSIONS - AVERAGE CARS 2240 PARKING LOT STRIPING 2250 5000 - DRAINAGE DRAINAGE DESIGN CHARTS TIME OF CONCENTRATION - MORE THAN 20 ACRES 3010 TIME OF CONCENTRATION - LESS THAN 20 ACRES 3020 RAINFALL INTENSITY 3030 RUNOFF COEFFICIENTS 3040 CRITICAL SLOPE 3060 QJLVERT DESIGN CHARTS ALL TYPES - FLOWING FULL 3110 C,M.P. - FLOWING FULL 3120 C.M.P. - INLET CONTROL 3130 R.C.P. - INLET CONTROL 3140 BOX - INLET CONTROL 3150 CONNECTOR PIPES - FLOWING FULL 3160 ENTRANCE LOSS COEFFICIENTS 3170 CURB CAPACITY CURB CAPACITY CURVES - 6" 3210 CURB CAPACITY CURVES - 8" 3220 CATCH BASINS CATCH BASIN INLET CAPACITY, TYPICAL 3310 CATCH BASIN - SINGLE GRATE 3320 CATCH BASIN - SINGLE GRATE, SLOTTED GUTTER 3330 CATCH BASIN - DOUBLE GRATE 3340 CATCH BASIN - SIDE OPENING 3350 CATCH BASIN - EXTENDED SIDE OPENING 3360 CATCH BASIN - EXTENDED SIDE OPENING, W /GRATE(S) 3370 I I 1 I C I I I J 1 1 I INDEX ENGINEERING STANDARD NO. UNDERDRAINIS SIDEWALK UNDERDRAIN - CONCRETE 3410 SIDEWALK UNDERDRAIN - WITH PIPE(S) 3415 SIDEWALK UNDERDRAIN - WITH COVER PLATES 3420 STORM DRAIN MANHOLES STORM DRAIN MANHOLE - 36" PIPE & LARGER 3510 STORM DRAIN MANHOLE - 18" TO 36" PIPE 3520 4000 - CURB. GUTTER. & SIDEWALK LI I- - _ 1 11 a, CURB RETURN FORMULAE 4010 CURB 4020 CURB & 18" GUTTER 4030 CURB & 24" GUTTER 4040 SIDEWALK SIDEWALK - INTEGRAL & DETACHED 4110 SIDEWALK TRANSITION - INTEGRAL TO DETACHED 4120 SIDEWALK RETURN TRANSITIONS 4130 SPECIAL SIDEWALK MISSION TILE SIDEWALK - TYPE 1 4210 MISSION TILE SIDEWALK - TYPE 2 4220 UTILITY COVER FOR MISSION TILE SIDEWALK 4230 MISSION STYLE RAILING - HAND RAIL & GUARD RAIL 4240 CROSS Q7LffTERS CROSS GUTTER 4310 CROSS GUTTER - SLOTTED 4320 � • �. CORNER CURB RAMP - ALTERNATE METHOD 4440 CORNER CURB RAMP - 20' RADIUS & LARGER 4441 MID -BLOCK CURB RAMP - ALTERNATE METHOD 4450 MID - BLOCK CURB RAMP 4451 MLSCELLANEOUS CUTTING CONCRETE 4910 5000 - RETAINING WALLS RETAINING WALL NOTES 5010 RETAINING WALL DRAINAGE 5020 SHORT RETAINING WALLS 5030 I 1 I I L I I I I i INDEX ENGINEERING STANDARD NO. "J" WALL - WITH SURCHARGE 5110 "J" WALL - WITHOUT SURCHARGE 5120 "L" WALL - WITH SURCHARGE 5130 "L" WALL - WITHOUT SURCHARGE 5140 "T" WALL - WITH SURCHARGE 5150 "T" WALL - WITHOUT SURCHARGE 5160 REINFORCED CONCRETE WALLS "J" WALL - WITH SURCHARGE 5210 "J" WALL - WITHOUT SURCHARGE 5220 "L" WALL - WITH SURCHARGE 5230 "L" WALL - WITHOUT SURCHARGE 5240 "T" WALL - WITH SURCHARGE 5250 "T" WALL - WITHOUT SURCHARGE 5260 6000 - UTILITIES UTILITIES LOCATION 6010 TRENCH DETAIL #1 - PAVED OR UNPAVED STREETS 6020 TRENCH DETAIL 2 - PAVED OR UNPAVED STREETS 6025 TRENCH DETAIL 3 - UNPAVED NON- TRAFFIC AREAS 6030 UTILITY COVER GRADE ADJUSTMENT 6040 UTILITY PIPELINE ABANDONMENT 6050 WATER / SEWER SEPARATION TEXT 6110-6130 DETAILS 6140 WATER SERVICES NEW WATER SERVICE - 1 " & 2" 6210 WATER SERVICE CONNECTION - TYPES 1 & 2 6220 WATER SERVICE REPLACEMENT - TYPES 3 & 4 6230 WATER SERVICE RELOCATION - COPPER & POLYETHYLENE 6250 MANIFOLD FOR MULTIPLE WATER SERVICES 6260 WATER MAINS FIRE HYDRANT ASSEMBLY 6310 VALVE TO FITTING RESTRAINT 6320 WATERLINE TIE -IN 6330 WATER VALVE & WELL 6340 BLOW -OFF ASSEMBLY 6350 AIR - RELEASE VALVE ASSEMBLY 6360 WATER MISCELLANEOUS DOUBLE CHECK BACKFLOW PREVENTER - 4" TO 10" 6420 DETECTOR CHECK & VAULT FOR 6" TO 10" FIRELINE 6430 DETECTOR CHECK VAULT FOUNDATION FOR 6" TO 10" FIRELINE 6440 FIRE SPRINKLER VALVE & WELL - 2" 6520 R.P. BACKFLOW PREVENTER - 1" TO 10" 6550 DOUBLE DETECTOR CHECK - 2" TO 10" FIRELINES 6560 11 I 1 1 1 L INDEX ENGINEERING STANDARD NO. SEWER MANHO SEWER MANHOLE 6610 SEWER DROP MANHOLE 6620 MANHOLE ADJUSTMENT 6630 SEWER MANHOLE SANDTRAP 6650 SEWER MAINS 7210 SEWER CLEANOUT & WELL 6710 SEINER SERVICES 7230 SEWER LATERAL 6810 SEWER BACKWATER VALVE 6820 7000 - STREETS & TRAFFIC PAVEMENT FLEXIBLE PAVEMENT ELEMENTS 7110 ASPHALT BERM 7120 SIGNS SIGNS & PARKING METER POSTS 7210 P -SIGN POST 7220 SIDEWALK SLEEVE - 4x4 WOOD POST 7230 STREET NAME SIGN 7240 TRAFFIC CONTROL GUIDELINES FOR CONSTRUCTION ZONES 7310 ROAD BUMP - CONSTRUCTION DETAILS 7320 ROAD BUMP - LOCATION, STRIPING & SIGNS _ 7321 BARRICADE - STREET 7330 BARRICADE - SIDEWALK CLOSURE 7340 PARKING STREET PARKING 7410 MLSCELLANEOUS STREET LIGHTING 7910 I 11 1 i 1 i I 1 1 i 1 1 1 INDEX ENGINEERING STANDARD NO. 8000 - LANDSCAPING & IRRIGATION STREET TREES STREET TREES - MASTER TREE LIST 8010 STREET TREES - MAJOR STREETS 8020 TREE WELL - BASE RING 8110 TREE WELL - COVER 8120 MISSION STYLE TREE WELL - BASE RING 8130 MISSION STYLE TREE WELL - COVER 8140 TREE WELL COVER - ALTERNATE METHOD 8150 11�7� �L�►i1P.L PLANTING NOTES - STREET TREES 8210 PLANTING & STAKING - ZONE 1, 15 GALLON 8220 PLANTING & STAKING - ZONE 2, 15 GALLON 8230 PLANTING & STAKING - ZONE 3, 15 GALLON 8240 PLANTING & STAKING - ZONES 1, 2, & 3, 24" BOX & LARGER 8250 TREE ROOT CONTROL TREE ROOT TRIMMING & BARRIER TREE ROOT CONTROL FABRIC 9000 - MISCELLANEOUS MAIL BOX LOCATION MONUMENT & WELL DRAMNIG STANDARDS GENERAL IMPROVEMENT PLAN TITLE BLOCK PICTORIAL EXAMPLE LINES SYMBOLS, TOPO, & SECTIONS 8310 8320 9010 9020 9910 9920 9930 9940 9950 1 1 1 1 I i I , UNIFORM DESIGN CRITERIA A. STREETS. 1. Geometrics All streets shall intersect other streets at right angles, and shall have at least 50 feet of centerline tangent, as measured from the prolongation of the cross- street. property line to the angle point or beginning of curve. 2. Grades Streets shall be designed with a minimum grade of 1% and a maximum grade of 15 %. Design of street grades at intersections shall follow the. principles indicated in the most current edition of AASHTO manual "A Policy on Geometric Design of Highways and Streets." 3. Pavement Pavement. design shall follow the California Department of Transportation Highway Design Manual, be based on a 20 -year design life and the "R- value" of the subgrade material. Pavement thickness shall be based on the following traffic indexes: Street Type Traffic Index Residential minor, access court, condominium, private street 5:5 Residential collector 7.0 Commercial, industrial 8.0 Arterial 8.0 Thoroughfare (highway) 10.0 Variations of these design standards may be approved by the City Engineer to meet individual circumstances. See also Section B, Item 4b, and Engineering Standard 7110 for other requirements affecting street design. 4. Sidewalk 1 I Curb returns shall be designed to` minimize overly steep grades of curbs through the returns, to the satisfaction of the City BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE - 'a - � UNIFORM DESIGN CRITERIA REVISIONS BY APP DATE '� ° ` - -" As Vindicated IRAofH1 MDW 1 4 -9' -5 „ May 95 Edition 1010 Engineer. Generally, the grades of curb returns should not exceed the grades of the adjacent streets and should accommodate state standards for handicapped access ramps. Sidewalk shall be designed and constructed per Engineering Standards 4010 -4130. Standard sidewalk width is 6 feet, and commercial sidewalk- widths are 8, 10 and 12 feet. In areas where these widths cannot be maintained, sidewalk shall have a minimum of 4 feet clear width, exclusive of curb top. All sidewalks shall have a minimum thickness of 4 inches, and driveways shall have a minimum thickness of 6 inches. 5. Handicapped Ramps Handicapped ramps shall be installed at all intersections where sidewalks exist or are to be built at some future date. Handicapped ramps should be located in the center of curb returns, . or in the most logical place to accommodate pedestrians crossing the street. Handicapped ramps shall be constructed per Engineering Standards 4441 or 4451. Any deviation from handicapped standards requires a finding of unreasonable hardship from the Handicapped Board of Appeals. 6. Mission Tile Sidewalk The following requirements apply to the construction, replacement, or repair of Mission Tile Sidewalk which.may be installed only in the Downtown Mission Sidewalk District, which is defined in Resolution No. 4183 (1980 Series). a. Mission Tile Sidewalk shall be constructed per City Engineering Standard 4220. Construction per Standard 42.10 shall only be by determination and approval of the city Engineer. b. Tree wells shall be constructed per City Engineering Standard 8130 and 8140- c. All driveways, handicapped ramps, and catch basins shall conform to Mission Tile Sidewalk requirements. Driveway ramps shall not be constructed with tile inlay. Instead, the tile row shall return towards the right -of -way line at each side of the driveway. PPROVED BY THE 5 A CHANGE OR ADDITION TO PREVIOUS EDITION ENGINEER DATE ONS BY I APP I DATE' -9m UNIFORM DESIGN CRITERIA 95 d. All sign posts and parking meter' posts shall be relocated behind the tile row and be installed per City Engineering Standard 7210, 7220, 7230, or 7240. . e. All utility vaults, water meter boxes, and sewer cleanouts shall be relocated behind the tile row, when possible, shall ' conform to City Standards, and shall be special ordered to be colored with DAVIS Adobe #5964. All'lids and covers shall be cast iron, iron diamond - plate, or concrete colored with DAVIS Adobe e 05964. 1 f'. City- approved flag sockets .shall be installed, at locations determined by City Engineer: g. All new installations shall include curb and gutter. ' h. Any existing feature in the sidewalk that is of a special, unique, unusual, or historic nature, as determined by the City, shall not. be replaced, removed, or altered without specific approval of the City Engineer. All.construction of Mission Tile Sidewalk shall require review of proposed project by City Engineering Department, and approval prior to construction. B. DRAINAGE 1. General New development shall accept historic flows from upstream, and convey them in 'a non - erosive, non - damaging manner to a safe point of disposal, which is either: a. A street, storm drain, or improved drainage channel which must have adequate capacity, or b. A natural creek. All drainage improvements shall be capable of handling the design storm based on ultimate development upstream, and comply with the following standards. 2. Design Standards a.. "Major waterways," are identified to be the following creeks within the city. The design standard shown should be used in designing creek facilities and establishing setback lines. Find -1 adoption of these standards is dependent upon an evaluation of the impacts associated with implementing the standard. iB _ LD TY _ _ INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE 1 r: _. UNIFORM DESIGN CRITERIA REVISIONS BY APP DATE As Indicated JAUHI MDW 1 4 -SId • May 95 Edition_ i � r ^� I 1 I 1 I 1 I 1 1 1 1 I L_J I I I I 1 1 1 C' L 1 1 C 1 1 1 1 0 4) Velocities in earth channels with vegetative cover shall not exceed the following: ALLOWABLE VELOCITIES FOR ERODIBLE CHANNELS (FPS) REVISIONS .Range Eroded Resistant Type of Cover % Soils Soil a. Bermuda Grass sod 0 -5 6 8 5 -10 5 7 10+ 4 6 b. Sod - forming grass such as Kentucky Blue Grass,'Buffalo 0-5 5 7 Grass, Smooth Brome; Red Top, Blue Gamma 5 -10 4 6 10 3 5 c. Grass mixture. Not recommended for use on slopes steeper 0 -5 4 5 than 10% 5 -10 .3 1 4 d. Bunch grasses; vines & similar open cover such as 0 -5 2.5 3.5 Lespedez, Weeping Lovegrass, Ischaemum (Yellow Bluestein), Alfalfa, Crabgrass, Sudan Grass. Annuals (for temporary use). Not recommended for use on slopes steeper than 5 %. The City Engineer may grant exceptions to the above chart. The listing of these grasses is for calculations only for existing conditions or approved planting, and is in no way intended to authorize their use. 3. Hydraulic Calculations Developed areas shall follow methods described in "Streets and Highway Drainage," Vol. 1, ITS, current edition. Drainage design computations for developments shall be fastened together in one report, signed and sealed by the registered civil engineer preparing calculations, and shall include the following information: a. Storm intensity b. Drainage area in acres, shown on a hydrology map C. Runoff factor d. Time of concentration e. CFS to each structure f. CFS to each pipe g. Flow -line elevation of each pipe and inlet h. Top -of- structure elevation. or control elevation of inlets i. Water surface elevation at each structure j. Hydraulic grade.line k. Pipe size, length, grade, material, including pipe gage or BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION 4PPROVED BY THE CITY ENGINEER DATE 10MV271r UNIFORM DESIGN -CRITERIA 1 REVISIONS As Indicated UNIFORM DESIGN -CRITERIA 1 class. 1. Plat map showing areas covered by water, and depth of water, for a 100 -year design storm. M. Evaluation of impact on downstream peak flows due to any delays in peak flow caused by detention basins. 4. Design Requirements a. Developments. No new improvement shall be allowed which will divert flood water to another location formerly not affected by flood flows. Drainage.shall not be diverted to another drainage basin. All new residential building pads being created shall provide for a first floor elevation a minimum of one foot above the 100 -year storm high water elevation. In no event will drainage be permitted to overtop building areas either from surface runoff or from backup of natural bodies of water during a 100 -year design storm. b. Streets Streets shall be designed to contain 10 -.year frequency storm within 6- or 8 -inch curbs to the approval of the City Engineer. Any additional discharge from a 10 -year frequency design storm shall be carried underground in storm drains. Cross gutters will only be permitted at intersections. Cross gutters are to be avoided wherever possible. They will not be allowed to cross through - traffic streets. C. Storm Drains All underground structures shall be provided with an alternate surface area that will safely carry off storm waters should the structure become blocked. The surface area shall not be obstructed in such a way as to divert or block storm water endangering adjacent development. Hydraulic gradelines in culverts flowing under pressure shall be no higher than 6 inches below inlet grates and manhole covers of all structures. Additions or extensions to existing culverts shall be sized in relation to the practical quantity of water that can reach that location and , which can be safely carried, considering downstream restrictions, and as approved by the City Engineer. BOLD TYPE. INDICATES A CHAN APPROVED BY THE CITY ENGINEER REVISIONS f BY APP DATE As Indicated 1pmml A4nw r -aa TO PREVIOUS EDITION UNIFORM DESIGN CRITERIA • • 1•� May 95 Edition 1060'1 1 II I Gi 1 1 I 1 I 1 1 G I Due ' o the tendency for plugging and higher maintenance factor, dro: inlets utilizing grated openings may only be allowed by spec.' al .permission of the City Engineer. Circumstances warranting such grated in will be considered, including steep slopes, limited space for extended curb opening inlets and effects on bicyclists. d. open Channels If velocity is erosive, the channel shall be designed to minimize damage. Erosion may be controlled by dissipaters, hard surface, or landscaping. Asphalt concrete will not be allowed for lining of any permanent channel. Ail channels shti:11 have a minimum of one foot of freeboard. Two feet may be required in major creeks. The minimum bottom width of lines channels shall be 6 feet, and the minimum bottom width of unlined channels shall be 8 feet, unless approved otherwise by City Engineer. A low -flow improved swale may be required. All constructed .open channels with vertical walls shall be protected by a chain link fence at least 5 feet high. Access points for maintenance in all channels shall be no further apart than 1,200 feet. Where top width exceeds 50 feet, the developer.may be required ' to improve an all- weather dust -f -ree access and maintenance road at least 12 feet wide located between the channel and the chain link fence. Frequent access points, via driveways and parking lots, may be provided upon prior approval of City in lieu of an access road. Exceptions to the requirement may be granted on a case -by -case basis by the City Engineer. e. Construction When required by the City.Engineer, the developer shall install and maintain devices that will control erosion and the deposit . of silt and debris during and after construction and until accepted for maintenance by the City or by some other responsible organization. C. WATERLINES 1. Size Minimum water main size shall be 8" except: a. A 6" main may be used in normal gridded street patterns where two 8" looped mains in adjacent streets are to be connected BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE -= • REVISIONS BY ....APP. DATE UNIFORM DESIGN CRITERIA As indicated RMH MDW 1 4-95_' 6 ° May 95 Edition 10 c� if the length is less than 350' and it will not have to support a fire hydrant. b. Dead =end mains require special approval of both Fire Dept. and Utilities Dept. For dead -end mains the minimum size shall be: 4" main. if less than 150' long "and serving less than 10 dwelling units. 6" main if over 150' but less than 150' long and serving less than 25 dwelling units. 8" main if over 350' but less than 7001 long and serving less than 50 R -1 dwelling units (with triple valve at intersection) 10" main if over 700' but less than 1500' long and serving less than 75 R -1 dwelling units (with triple valve at intersection and 2501 ' maximum. fire hydrant spacing). 2. Location Water mains shall be located per Engineering Standard 6010 and 6140. Minimum clearance between mains and street surface shall be 36 inches. 3. Materials All water main pipe shall conform to AWWA waterline construction shall meet State standards. Only ductile iron and PVC wate acceptable. Unless there are special design mains shall be Class 150 DR 18, and ductile pressure class 150. 4. Services standards, and all Health Department main pipe will be considerations, PVC iron mains shall be All new services shall be 111, 211, 4" or larger. Size of water services shall be based on UPC, and adequate for maximum density allowable on each specific lot. Meters shall not be larger than service line. 5. Fire Protection Fire hydrant location- and service sizing shall meet the requirements of the Fire Department Developer's Guide.. On mains of 12 inches and larger, fire hydrant location and spacing shall allow, whenever possible, for the placement of a BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION 4PPROVED BY THE CITY ENGINEER DATE EVI ,o UNIFORM DESIGN CRITERIA May 95 Edition 1080 n J fire hydrant instead of a blowoff assembly at a low point in the waterline. D. SEWER _.1. Design Sewer main size .shall be determined by designing for flowing half- full, considering the flow generated by the development, the ultimate upstream development, and infiltration. 1 I I �II 11 1 [1 I Minimum sewer main size shall be 8 inches; except a 6 inch minimum size main may be - allowed for the last run which ends in a manhole and cannot be later extended to serve other properties. Laterals shall be sized to be adequate. (4 inch minimum) for maximum allowable density on each specific lot. Sewer main slope shall be sufficient to provide 2 fps minimum velocity flowing half -full. Grades shall be designed from manhole outlets to inlets. 'Sewer main depth shall accommodate all lateral connections and allow a 12 inch minimum vertical clearance between laterals and other utility conduits. Design flow criteria are summarized as follows (for- newly constructed mains only -- City Engineer will provide data for older- mains): Domestic Sewage (Gal /Person /Day) Average dry- weather flow (ADWF) 84 GPCD Peak dry- weather flow (PDWF) 210 GPCD x peak reduction factor Storm. Water Infiltration Inflow {Gal /Acre /Day) Not more than 2 -1/2 dwellings /acre well drained area 200 GPAD (or equivalent) lowland 300 GPAD More than 2 -1/2 dwellings /acre: well drained area 500 GPAD (or equivalent) lowland 750 GPAD Reductions in peak flows occur because of storage in the system and diversification of development. The estimated factors which should be applied to obtain peak dry - weather flows are summarized as follows: lBOLD TYPE INDICATES A CHANGE OR,ADDn APPROVED BY THE CITY ENGINEER DATE REVISIONS I BY I APP DAT As Indicated RMH -MDW 1 4 -2 ea PREVIOUS UNIFORM DESIGN CRITERIA May 95 1 Population Range Peak Reduction F Q - 11800 1.00 1,800 - 21600 0..96 21600 - 31500 0.92 31500 - 51000 0.88 51000 - 71000 0.84 7,b00 - 9,800 0.80 9,800 - 15,000 0.76 15,000 - 35,000 0.72 35,000 - 50,000 0.68 Where two or more lines enter a, manhole, sufficient elevation difference shall be provided in the trough elevations, whenever possible, to prevent the smaller of the lines from being surcharged by the larger line(s) under normal operating conditions. Top of smaller pipe shall be no lower than top of larger pipe(s). Sewer mains and laterals shall be designed so as to be usable by each lot without the need for an ejector pump. Exceptions may be granted on a case -by -case basis by the City Engineer. Sewer laterals shall have backwater valves installed whenever the flood level rim of the lowest fixture in the building (including basements) is less than 12 inches above the rim of adjacent upper or lower manhole, whichever controls, as determined by the City Engineer. curves may be permitted provided that pipe deflection is limited to manufacturer's recommendations, with a minimum radius of 100 feet, and the curves are only in one plane (either horizontal or vertical) between adjacent manholes. Sewer mains and laterals shall be located as shown in Engineering Standards 6010, 6110 - 6140, and 6630. 2. Manholes Manholes shall be spaced no further than 400 feet apart. Upstream ends of sewer mains shall terminate at manholes. All inlets shall be designed and installed such that the top of pipe elevations match, as much as possible. All manholes shall be constructed with precast bases As shown in Engineering Standards.6610 and 6620. Minimum manhole width shall be 48 inches. Brick or block manholes will not be allowed except under special circumstances where it is not feasible to construct pre -cast manholes. Manholes shall be 48" in diameter unless the site and /or number of inlet(s) and outlet(s) warrants the use of a 60" diameter manhole. BOLD TYPE INDICATES A CHANGE_ OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE REVISI DATE UNIFORM DESIGN CRITERIA I 1 I I I I I I k 1 f� 1 1 i - May 95 Edition 11001 Concentric cones shall be used: Eccentric cones may be used only in special cases, and only with approval of the City Utilities 1/ Engineer. Steps will not be allowed in manholes. Manholes shall be watertight. Manholes shall not be located at the centerline of intersections. An all- weather access at least 12 feet wide -must be provided to all manholes for maintenance with truck- mounted equipment. The access road grade shall not exceed 2.0%, and a truck turn - around may be required at convenient points. 3. Materials Vitrified clay pipe (VCP), asbestos cement pipe and bituminous fiber pipe shall not be permitted for mains or laterals. Concrete pipe will be permitted only for sizes of 18 inches and- larger, and then subject to the approval of the City Utilities Engineer. Cast iron (Class 150) , and PVC (DR 35) may be used for sewer mans. Laterals shall be.cast iron (Class 150), PVC (DR 35), or ' Schedule 40ABS. Other pipe materials may be allowed with prior approval of the City Utilities Engineer. Later -al connections to main shall be made with a factory - fabricated wye and a 1/8 bend, of the same material as the main. Cement or hot -pour joints will not be allowed. Rubber coupler joints such as "Band. Seal" or "Caulder Coupling" may be used. Changes in grade shall be made using appropriate fittings. Abandoned laterals shall be disconnected at the main, and capped at both ends and.the main with an approved watertight seal. E. SURVEY 1. Street Monuments ' Street monuments shall be set to reference street centerlines at all intersections, angle points, beginning and ending of curves, radius point of cul -de -sacs, and at tract boundary as required by the City Engineer. Monuments shall be set no further apart than 500 feet along centerlines, and shall be shown on the final subdivision map_ Monuments shall be constructed per Engineering Standard 9020. 2. Tract Boundary Monuments Tract boundary monuments shall be set to reference . tract boundary 'lines at all angle points, beginning and ending of curves, and BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE :t1i A 'iii: {� .REVISIONS eY APP- DATE. UNIFORM DESIGN. CRITERIA As Indicated_ RMH I MD W 4 -95 •'s 1• My _ a 95 Edition � 1 � intersections with street right -of -way_ lines. Tract boundary monuments shall be set no further apart than 500 feet along boundary lines, and shall be shown on the final subdivision map. Tract boundary monuments shall be constructed of iron pipe, no smaller than 1 -1/2 inches in diameter,.no shorter than 30 inches in length, capped and stamped with either the land surveyor's or registered engineer's number, and indicated by a marker stake extending above the ground surface. 3. Lot Stakes Lot stakes shall be set to reference lot lines at all angle points, and beginning and ending of curves, except where said point is to be set with a tract boundary monument. Lot stakes shall be constructed of 3/4 inch plugged galvanized pipe at least 1S inches in length, or a #4 rebar with plastic cap. If a lot corner falls on concrete or rock, the corner shall be set with a lead plug. All corners shall be tagged or marked with either the land surveyor's, or registered engineer's number. All lot stakes shall be set at ground surface, with white marker , stakes located immediately adjacent. Offset staking or alternative staking will not be allowed without prior approval of the City Engineer. F. PROJECT PLANS 1. All improvement plans shall be prepared and signed by a registered Civil Engineer. The plans shall show all information as outlined in Engineering Standard 9910, and shall utilize a standardized title block as shown in Engineering standard #9920. Each utility company whose facilities are involved .shall sign the original plans indicating they have reviewed and approved the plans. Construction may not begin until the plans are signed by the City Engineer, and 3 copies are provided for the inspectors. At the completion of construction, one set of reproducible mylar as -built plans, and 3 sets of microfiche, shall be provided to the City at no charge. 1 BOLD TYPE INDICATES A CHANGE OR ADDITION TO PREVIOUS EDITION APPROVED BY THE CITY ENGINEER DATE REVISIONS--- BY APP SATE UNIFORM DESIGN CRITERIA As indicated RMH I MDW 4 =95 _ / • May 95 Edition 1 120 ' A. General PARKING AND DRIVEWAY STANDARDS Driveways, driveway ramps, parking stalls and aisles, including pavement, drainage, landscaping, screen fencing, and lighting, shall conform to these standards and all requirements of the Municipal Code. All spaces and driveways must be designed to function properly. City inspection is required at appropriate times to insure that all specifications are met. ' B. Permits If the parking lot is not a part of. a: larger project, the builder shall obtain a parking lot permit from the Community Development Department prior to constructing 1 a new or modifying an existing parking lot.. To obtain a permit, a plan for the project must be submitted to the Community Development Department. Any restriping or improvements, other than.for maintenance purposes, to a parking lot also requires approval of a parking lot permit by the Community Development. Department. C: Plans ' Plans for the parking lots shall conform to city standards and shall show design for grading, paving, striping, signing, curbing, lighting, landscaping, and trash enclosures. D. Pavement Parking lots and driveways shall be paved. The minimum thickness of pavement shall be as specified in these standards. Base material shall be compacted to a minimum of 95 percent. Compaction test reports shall be_ submitted to the Community Development Department for verification of proper compaction. All motorcycle spaces within parking concrete a - -- ng lots shall be conc_ pads. Porous pavement surface methods approved by the City Arborist shall be pro -'ded'within the dripline of existing trees in or near parking lots. All spaces shall be marked, with handicapped spaces having a special pavement marking in each space.' Directional entrances and exists and aisles shall be signed and marked on the pavement. E. Geometrics. 1. Turning Radii: The minimum allowable, inside vehicle turning radius in parking and driveway areas shall be 20 feet unless Fire Apparatus access is necessary, in which case the minimum inside radius shall be .30.5 feet and, the outside radius shall be 46 feet or as required by the Fire Department (turning radii are not necessarily the radii of curbs around islands and other improvements). Additional details are as shown on the standard drawing. 2. Spaces which Back Onto Street: Except as noted in No. 3, parking spaces which back directly onto the public street shall be set back a minimum of 20 feet from the back of the sidewalk, regardless ' of the zoning of.the property. APPROVED BY THE CITY ENGINEER DATE • PARKING_ & DRIV STANDARDS REVISIONS BY APP DATE k.�; TEXT ' May 95 Edition 2010_ C �) 1 Except as noted in No. 3, no portion of any parking space or aisle, except I 1 driveways for ingress or egress; shall be permitted in a required street yard setback area. 3. Tandem Parking: Residential uses may have required spaces arranged in. tandem subject to the approval of the Community Development Director. Single dwellings where tandem parking is approved may have one unenclosed parking space within the street yard (refer to Section 17.16.020 - Yards in the city's Zoning Regulations). 4. Walls /Walkways /Entrances: A parking space facing a wall containing entrances and abutting a walkway to those entrances must be at least four feet clear of such a wall. 5. Wheel Stops: Wheel stops are required if the space is headed into a wall, fence, landscaped area, building, or side of another auto. Additional wheel stops may be required by the Community Development Department. Concrete curbing may be substituted for wheel stops to the approval of 'the Community Development Department. 6. Overhangs /Encroachments: Dimensions shown on the standards must be clear of overhangs or other encroachments which might interfere with vehicular access. Circulation areas shall be provided at the ends of aisles. 7. Maneuvering. Parking lots with more than six spaces shall be designed so that automobiles will exit onto a public street in a forward direction and with no more than two maneuvers. A maneuver is defined as each motion in either a forward or backward. direction. No space may be allowed that requires a vehicle to be maneuvered on the public sidewalk in order to exit. All spaces must be designed to be entered in one maneuver. A turnaround may be required if it's considered unsafe for a vehicle to back into the street by the Community Development Department and /or City Engineer. S. Stall Sizes: All parking stalls shall comply with the parking bay dimension standards for average sized cars as provided in the engineering, standard details. Upon approval of an exception by the Community Development Director or Architectural Review Commission, a limited number of compact parking spaces may be allowed if justified by unusual circumstances such as saving a tree or using otherwise unusable space. Compact stalls, if used, shall be designed and constructed in accordance with the engineering standard details. Handicapped spaces shall be designed and constructed in accordance with state and local requirements. 9. Motorcycle Spaces: All motorcycle spaces shall be designed and constructed in compliance with the engineering standards for motorcycle spaces. 10. Bicycle Parking Standards: APPROVED BY THE CITY ENGINEER S I BY TEXT • ° • • M_ ay 95 Edition _ 20201 1 1 1 1 L� I 1 1 �1 i� 1 1 1 Bicycle parking shall be provided in accordance with city zoning requirements. Bicycle parking may include:racks and /or lockers to the approval of the Community Development Department. ' 11. Truck Access: Commercial and industrial parking lots serving loading zones shall be designed to ' accommodate access and circulation movement for on -site truck circulation. The Community Development Director or City Engineer may require wider driveways and aisles as determined warranted. ' F. Slope Parking spaces shall slope no more than 58 in any direction and no less than 1/28 in the .direction.of:drainage. A maximum of 108 slope in aisle and turn - around areas may be allowed. Swales of less than 18 slope shall be concrete. Variations of these ' standards may be allowed by the Community. Development Director for hardship situations providing safety and convenience concerns have been met. G. Loading Zones Off- street loading zones shall be a minimum of 12 feet wide and 25 feet long. Loading zones shall be designed so that trucks parking in them will not encroach. onto the public right -of -way or into required parking spaces or driveways. Loading spaces designed for large trucks shall have appropriately larger access to allow maneuvering without encroaching into landscape areas. Loading zones or areas may not encroach into fire lanes: Loading zones (spaces) shall be provided in accordance with the city's zoning regulations (refer to sections 17.46.020 and 17.48.010). Additional loading zones may be required by the Community Development Department or Fire Department. H. Screening 1. In Large Parking Lots: Any parking lot with more than six parking spaces adjoining a street shall have the street frontage, screened with a three -foot .(miniEnum) high wall, fence, hedge consisting of five gallon or larger plants, or landscaped berm. The area between such screen and the street shall be 'landscaped. 2. Near Residential Development: ' A parking lot on a site adjacent to a residential development or next to a residential zone shall be screened by a solid six -foot high. wall, fence, or an existing mature hedge. I. Landscaping 1. Planting Area Placement: In all parking lots planting areas shall generally be provided after each six parking spaces in any row and at the ends of each row of parking 'spaces in order to encourage the use of trees in parking areas. Landscape areas shall have a ' minimum dimension of 4 feet. Landscape areas shall be defined by concrete curbing designed to minimize damage to pavement caused' by irrigation, of landscaping. Landscape areas defining ends of rows shall extend to the minimum inside turn radius, shall not conflict with an aisle or back -up area, nor be less than 4 feet 1 APPROVED E CITY ENGINEER PARKING & DRIVEWAY STANDARDS TEXT 0 May 95 Edition 2030 O O 1 1 in width. (Exceptions to this provision may be granted by the Community ' Development Director or the Architectural Review Commission.) 2. Planting Arrangement: ' In order to prevent large expanses of pavement, parking lots shall have at least 5 percent of their surface devoted to landscaping (exclusive of setbacks) arranged in an appropriate and effective manner. Additional landscape area may be required ' by the Community Development Department or the Architectural Review Commission. , 3. Maintenance: In all .zones, required street yard areas shall be landscaped and perpetually ' maintained. All landscape planting shall be maintained and dead plants shall be replaced as necessary. Drought tolerant planting must be used in accordance with the city's landscape standards for water conservation. r APPROVED BY THE CITY ENGINEER DATE 4. Irrigation• , Drought tolerant must be used in accordance with the city's landscape , .planting standards for water conservation. Landscape areas shall have a permanent underground irrigation system. 1 5. Landscape Preservation: Planting areas which may be hit by automobiles or where drainage control is necessary shall be defined by a 6" curb or berm of reinforced concrete, brick, or block. A header -board protected by parking bumpers or other suitable permanent material may be approved by the Community Development Department: Header boards, walls or berms must also be provided between the back of a City sidewalk and a planting area to prevent soil from washing onto the sidewalk. Porous pavement surface methods approved by the City Arborist shall be provided within the dripline of existing trees in or near,parking lots. Parking ' J. Handicapped All handicapped parking spaces shall be constructed and signed in accordance with state and local laws, shall be located conveniently for use by handicapped persons, as approved by the Community Development Department. Site development requirements for handicapped accessibility is attached for reference. K. Driveways and Driveway Ramps 1. Driveway widths: Driveways shall be the same width as the curb opening (not including the transitions). They must be within the width limitations noted on ENGINEERING STANDARD No. 2120. Exceptions may be granted in special circumstances by the City Engineer or Community Development Director. Unless authorized by the City Engineer, property owner, adjacent property owner and the Community Development Director, the driveway ramp and transition must lie entirely in front of the ' property served. The Fire Department may require greater driveway widths to allow for proper emergency vehicle access. 2. Number of Driveways Permitted: Only one driveway is allowed per street frontage for residential property unless the frontage exceeds 70 feet; then a maximum of 30 percent of the frontage may be - - r APPROVED BY THE CITY ENGINEER DATE PARKING &- DRIVEWAY STANDARDS , REVISIONS BY APP DATE " - TEXT • May 95 Edition 2040 van 1 in driveways. The total width of all driveways to commercial or industrial property shall not exceed 50 percent of the frontage of the property. Additional restrictions may be placed on driveways entering arterial streets in order to minimize the disruption to traffic. 3. Abandoned Driveways: ' As a condition of issuance of any driveway permit, all abandoned driveways and driveway ramps on the same property shall be removed, landscaped and the curb, gutter, and sidewalk properly restored. 1 L. Turnarounds 1. Deep Driveways: Driveways which are over 100 feet long shall have a turnaround at the end allowing cars to safely exit in a forward direction. In some instances. the Community Development Director may require turnarounds for shorter driveways. 2. Single- Family House Driveways: Single family residential developments generally do not need to conform with this requirement unless_ there are extreme grade, fire hazard and /or alignment problems determined by the Community Development Director or Fire Marshall. M. Signing Except for R -1 zoned and R -2 zoned property, entrances and exits that are one -way shall be marked with an approved sign and pavement marking. Handicapped, compact car, and loading spaces shall be signed with pavement marking or markings on wheel .stops in accordance with state code and local _laws. All pavement markings, striping, and signs shall be approved by the Community Development Department. Refer to Section J of this document. N. Parking Lot Maintenance It shall be the duty of the property owner to maintain and repair the parking lot and related improvements in accordance with the above standards and any other conditions imposed at the time of approval. If the Community Development Department finds that 1 the lot is in need of maintenance or repair, to ensure public safety and welfare; the City may have the work done 30 days after a written notice to the property owner by the Director. Maintenance costs shall be applied as a lien against the property. 0. Temporary Parking tots Parking lots which will be used for one year or less may be developed in conjunction with a temporary use as provided in the zoning regulations. Such temporary parking 1 lots need not provide landscaping as would otherwise be required, but they shall meet. all other design standards (parking space dimensions, aisle widths, and so on) . Temporary lots shall have an all- weather, dust -.free surface as required by the Community Development Department. P. Common- Access Driveways 1. Where permitted: Common access driveways may be permitted in either of the following cases: - APPROVED BY THE C iREVISION BY DATE _..i A2 ; Z _ ►. � TEXT 7 ®��, OBispo May 65 Edition 2050 C � 1 a. On lots of record (existing before the effective date of this section) if 1 the Community Development Director approves an administrative use. permit; or b. In new subdivisions where a common driveway is proposed as part of subdivision appproval. 2. Basic criteria: A common - access driveway must meet all of the following I ' criteria: a. The driveway must not be inappropriately located (for example, too close to a dwelling, play area or sloped bank). b. It must be determined that there is no significant. potential for conflict between the parties sharing the driveway because of its location, length, grade, usage, or other characteristics. 3. For residential uses: The following provisions apply to common- access driveways to serve premises zoned or used for residential purposes: a. Before granting any permit authorizing construction of a common- access driveway or structures to be served by said driveway, the City "shall require an easement or covenant to be filed with the•County Recorder setting forth driveway usage rights and responsibilities for each parcel served. At minimum, the required easement or covenant shall include the following statements: 1. All affected property owners will be jointly responsible for the improvement and maintenance of all parts of the common- access driveway. 2. All parking on the commonly used portions of the driveway is prohibited. .3. Any affected property owner may avail himself of the vehicle- removing authority granted private property owners in Section 22658 of the California Vehicle Code when any vehicle is parked in the common- access driveway so as to interfere with entry or access to a.parcel it serves. 4. Property owners agree to hold the City harmless 'from all claims of damages or liability arising from any action to tow away vehicles pursuant to subsection (3) immediately above. 5. If the easement or covenant is abandoned or dissolved, each lot previously served by the common - access driveway shall be provided with standard access as required by these regulations. b. The driveway shall serve no more than four residential units unless special circumstances warrant the grant of an exception by the Community Development Director. c. The Director or Planning Commission may add other requirements or conditions deemed necessary or appropriate. d. The Community Development Department shall supply the Police Department with copies of all easements or covenants. 4. For commercial and industrial uses: Before granting any permit authorizing the construction of any common- access driveway to serve premises zoned or used for commercial or industrial purposes, the City may impose the requirements listed above for residential uses as well as any additional requirements or conditions it deems necessary or appropriate. mdwl /drlvew y by APPROVED BY THE CITY ENGINEER DATE REVISIONS BY APP DA PARKING & DRIVEWAY STANDARDS TEXT • May 95 Edition 2060 e3 I L' 1 I mil" HIGH LIP p CLASS 3 AGGREGATE BASE ti 6" MIN. DEPTH UNLESS SEE NOTE 5 OTHERWISE SPECIFIED. R MIN. =55, SE MIN. =25 SECT ION CURB FACE 3'(6" CURB) 4'(B" CURB) PLAN DRIVEWAY WIDTH ELEVATI ❑N 3;(6" CURB) SIDEWALK 4'(8n CURB) GUTTER GRADE NOTES: 1. A DEPRESSION IN A NEW CURB AND GUTTER FOR A DRIVEWAY WILL NOT BE PERMITTED UNLESS THE RAMP IS CONSTRUCTED ALSO. 2. SLOPE OF RAMP IS A STRAIGHT GRADE FROM The TOP OF THE BACK OF SIDEWALK TO THE TOP OF THE 1" LIP AT THE GUTTER. 3. CONCRETE SHALL BE 5 -SACK, SLUMP: 2" MIN., 4" MAX. 4. DOWELS AT EXPANSION, OR COLD, JOINT WITH NEW CONSTRUCTION SHALL BE 1/2" SMOOTH BARS, 18" LONG AT 24" O.C., ONE END SHALL BE SLEEVED OR GREASED. 5. ALL DRIVEWAYS SHALL BE REINFORCED WITH REBAR, #4 @ 24" O.C., BOTH WAYS. 6. COMMERCIAL & INDUSTRIAL DRIVEWAY RAMPS SERVING MORE THAN SIX(6) PARKING SPACES SHALL BE 10ft. DEEP (LONG) UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 7. GUTTER CONSTRUCTION ADJACENT TO EXISTING A.C. PAVING SHALL INCLUDE SAWCUTTING, REMOVAL, AND REPLACEMENT OF A.C. PAVING 18" MIN. FROM EDGE OF GUTTER, 2" THICKER THAN EXISTING, 5" MIN. APPROVED BY CITY ENGINEER DATE REVISIONS BY APP DATE M of f Ilft 'a�D�7S PARKING & DRIVEWAY STANDARDS STANDARD NOTES 5 & 6 MDW JWH 1 -91 Us osism ]May DRIVEWAY RAMP 95 Edition 2110 Redraum To CAD RMH NDW 1 -95 CLASS 3 AGGREGATE BASE 6" MIN. DEPTH UNLESS OTHERWISE SPECIFIED. R MIN. =55, SE MIN. =25 SECTION GH LIP PLAN CURB FACE 13'(6" CURB) DRIVEWAY 3'(6" CURB) I SIDEWALK 4'(8" CURB) WIDTH 4'(8" CURB) I ELEVATION LGUTTER GRADE NOTES: 1. A DEPRESSION IN A NEW CURB AND GUTTER FOR A DRIVEWAY WILL NOT BE PERMITTED UNLESS THE RAMP IS CONSTRUCTED ALSO. 2. SLOPE OF RAMP IS A STRAIGHT GRADE FROM THE TOP OF THE BACK OF SIDEWALK TO THE TOP OF THE 1" LIP AT THE GUTTER. 3. CONCRETE SHALL BE 5 -SACK, SLUMP: 2" MIN., 4" MAX. 4. DOWELS AT EXPANSION, OR COLD, JOINT WITH NEW CONSTRUCTION SHALL BE 1/2" SMOOTH BARS, 18" LONG AT 24" O.C., ONE END SHALL BE SLEEVED OR GREASED. 5. ALL DRIVEWAYS SHALL BE REINFORCED WITH REBAR, #4 @ 24" O.C., BOTH WAYS. 6. COMMERCIAL & INDUSTRIAL DRIVEWAY RAMPS SERVING MORE THAN SIX(6) PARKING SPACES SHALL BE 10ft. DEEP (LONG) UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 7. GUTTER CONSTRUCTION ADJACENT TO EXISTING A.C. PAVING SHALL INCLUDE SAWCUTTING, REMOVAL, AND REPLACEMENT OF A.C. PAVING 18" MIN. FROM EDGE OF GUTTER, 2" THICKER THAN EXISTING, 5" MIN. 8. SEE ENGRG. STD. #4220 FOR MISSION TILE REQUIRMENTS. APPROVED BY CITY ENGINEER DATE (;My Or PARKING & DRIVEWAY STANDARDS REVISIONS BY APP DATE "vjUr`i cant' MISSION TILE New Standard RMH hfDW 3 -ss �� Ru$ DRIVEWAY RAMP 0 sw May 95 Edition 2115 1 1 1 1 1 1 1 1 1 1 i 1 1 i 1 iM LLJ MIN. MAX. PARKING & DRIVEWAY STANDARDS CY- WIDTH LOTS WITH SIX (6) OR FEWER SPACES SERVING RESIDENTIAL USES, MDW 1-95 EXISTING STRUCTURES CONVERTED TO OFFICE USE, AND NEWLY CON— 10' 16' STRUCTED OFFICES. LOTS WITH SIX (6) OR FEWER SPACES SERVING COMMERCIAL AND INDUSTRIAL USES AND WHERE ANY BUILDING TO BE SERVED IS MORE 12' Fire hydrant or utility pole V Q I 3' min., full I I I height curb 22' min., 50% max. of 3' min., full height lot frontage full hgt. 35'O curb between in any one curb driveways - erving driveway or 6' min., NOTES: same parcel of land combination full hgt. (11 Setback from comer may be shortened with approval of driveways, curb of the City Engineer. Minimum distance is: Curb 30, Max. return radius + 5 feet (30� max. residential) 20 Driveway ramps serving more than six (6) parking spaces, and commercial /industrial driveways shall be 10 feet deep unless otherwise approved by the City Engineer. O3 Driveway ramps serving six (6) or fewer parking spaces to end at back of sidewalk. APPLICATION MIN. MAX. PARKING & DRIVEWAY STANDARDS WIDTH WIDTH LOTS WITH SIX (6) OR FEWER SPACES SERVING RESIDENTIAL USES, MDW 1-95 EXISTING STRUCTURES CONVERTED TO OFFICE USE, AND NEWLY CON— 10' 16' STRUCTED OFFICES. LOTS WITH SIX (6) OR FEWER SPACES SERVING COMMERCIAL AND INDUSTRIAL USES AND WHERE ANY BUILDING TO BE SERVED IS MORE 12' 16' THAN 150 FT. FROM THE STREET RIGHT —OF —WAY. LOTS WITH MORE THAN SIX (6) SPACES BUT FEWER THAN 20 SPACES AND WITH SEPARATE ENTRANCES AND EXITS (ONE —WAY DRIVEWAYS). 1Z' 30 LOTS WITH MORE THAN SIX (6) SPACES BUT FEWER THAN 20 SPACES AND WITH ONLY ONE POINT OF ENTRANCE AND EXIT (TWO —WAY DRIVE— WAYS) AND LOTS WITH 20 OR MORE SPACES SERVING OFFICE AND 16' 30' RESIDENTIAL USES. LOTS WITH 20 OR MORE SPACES SERVING COMMERCIAL AND INDUS— TRIAL USES. 20' 30' LOTS WHERE ANY TYPE OF USE REQUIRES FIRE TRUCK ACCESS BY DRIVEWAY. 20' 30' APPROVED BY CITY ENGINEER DATE REVISIONS BY APP DATE M Or ,4st, i� Rus ()B16W PARKING & DRIVEWAY STANDARDS DRIVEWAY RAMP SIZE & LOCATION Ma 95 Edition 2120 Chg. Nate 2 RMH MDW 1-95 Redrawn JDL MDW 10 -93 otraignt grade A to fw Slope 1/4" per ft. B to C 6' B AN -- Straight grade A to C Slope 1/-4* per ft. B to .0 8"--CURB T7o be used where 8" curb exists, or is to be constructed. 1 .56' t.2 5' '�:06' 1.00' Back of ax, _ 2.5 sidewalk 0 -6" CURB To be used with residential driveways only, where 6 curb exists, or is to be constructed. N 1 — Twenty percent (20 %) maximum slope, for m residential uses. , Ten percent (10 %) maximum slope for commercial and industrial uses. Five percent (57) deviation .allowed with Special construction techniques if approved by the City Engineer. 2 — Maximum rise, and the run, shall be measured for'the,worst condition between the bock of the sidewalk and the finished floor, at the .gara'g'e or carport entrance. APPROVED BY CITY ENGINEER REVISIONS Redrawn To CAD - )r Floor of garage or carport ' i CMy of PARKING & DRIVEWAY STANDARDS _ STANDARD �i.US UPWARD DRIVEWAY 0111515POI May 95 Edition 2130 MAXIMUM RISE PERMITTED ON STANDARD DRIVEWAYS IN THE CITY OF SAN LUIS OBISPO FOR 6' INTEGRAL DRIVEWAYS FROM BACK FOR 10' INTEGRAL DRIVEWAYS FROM BACK OF SIDEWALK TO GARAGE FINISHED FLOOR OF SIDEWALK TO GARAGE FINISHED FLOOR Maximum Maximum Maximum Maximum _ Run Rise Run Rise Run Rise Run Rise . 10' 1.0' 39' 6.2' 10' 1.0' 39' 6.8' 11, 1.1' 40' 6.4' 11' 1.2' 40' 7.0' 12' 1.2' 41' 6.6' 12' 1.4' 41' 7.2' 13' 1.3' 42' 6.8' 13' 1.6' 42' 7.4' 14' 15' 1.4' 1.5' 43' 44' 7.0' 7.2' 14' " 15' 1.8' 2.0' 43' 44' 7.6' 7.8' 16' 1.6' 45' 7.4' 16' 2.2' 45' 8.0' 17' 1.8' 46' 7.6' 17' 14' 46' 8.2' 18' 2.0' 47' 7.8' 18' 2.6' 47' 8.4' 19' 2.2' 48' 8.0' 19' 2,8' 48' 8.6' 20' 2.4' 49' 8.2' 20' 3.0' 49' 8.8' 21' 2.6' 50' 8.4' 21' 3.2' 50' 9.0' 22' 2.8' 51' 8.6' 22' 3.4' 51' 9.2' 1 23' .3.0' 52' 8.8' 23' 3.6' 52' 9.4' 24' 3.2' 53' 9.0' 24' 3.8' 53' 9.6' 25' 3.4' 54' 9.2' 25' 4.0' 54' 9.8' 26' 3.6' 55' 9.4' 26' 4.2' 55' 10.0' 27' 3.8' 56' 9.6' 27' 4.4' 56' 10.2' 28' 29' 4.0' 4.2' 57' 58' 9.8' 10.0' 28' 29' 4.6' 4.8' 57' 58' 10.4' 10.6' 30' 4.4' 59' 10.2' 30' 5.0' 59' 10.8' 31' 4.6' 60' 10.4' 31' 5.2' 60' 11.0' 32' 4.8' 61' 10.6' 32' 5.4' 6:1 ' 11.2' 33' 5.0' 62' 10.8' 33' 5.6' 62' 11.4' 34' 5.2' 63' 11.0' 34' 5.8' 63' 11.6' 35' 5.4' 64' 11.2' 35' 6.0' 64' 11.8' 36' 5.6' 65' 11.4' 36' 6.2' 65' 12.0' L 37' 5.8' 70' 12.4' 37' 6.4' 70' 13.0' 38' 6.0' 80' 14.4' 38' 6.6' 80' 15.0' NOTE: MAXIMUM RISE, AND THE RUN, SHALL BE MEASURED FOR THE WORST CONDITION BETWEEN THE BACK OF THE SIDEWALK AND THE FINISHED FLOOR AT THE GARAGE ENTRANCE. APPROVED BY CITY ENGINEER DATE PARKING & DRIVEWAY STANDARDS REVISIONS BY APP DATE Sd11 UPWARD DRIVEWAY - j US MAXIMUM RISE. Redrdvm To Rix ,vvw 1-95 (RESIDENTIAL) 1 _ May 95 Edition 21.40 Face of 6'or10' inte ral 10' vertical curve 8' vertical curve curb driveway Back of sidewalk C B A — _ _ — r Q8' GR. .13' 1 _ - 42' Floor of garage or 209, 20' carport _ _ _ 2.5' .80' Straight grade A to C 5.0 4' 7,5' Slope 1/4" per ft. B to C 10.0' 2 "x2" drainage slot (slope to drain) NOTE5 1 —Twenty percent (202) maximum slope for residential uses. Ten percent (10%) maximum slope for commercial and industrial uses. Five percent (5 %) deviation allowed with special construction techniques if approved by the City Engineer. 2 Maximum descent, and the _run, shall be measured for the Wars t condition between the back of the sidewalk and the finished floor, at the garage or carport entrance. May be used with either 6" or 8" curb. APPROVED BY CRY ENGINEER DATE CZY Of PARKING & DRIVEWAY- STANDARDS REVISIONS BY APP DATE , Wit' STANDARD mn liedraum To CAD RdIH ,VDif= ss +��(S� DOWNWARD DRIVEWAY OBIS may 95 _ Edition - 2150. i n i r t E MAXIMUM DESCENT PERMITTED ON STANDARD DRIVEWAYS IN THE CITY OF SAN LUIS OBISPO FOR 6' AND 10' INTEGRAL DRIVEWAYS, FROM BACK OF SIDEWALK TO GARAGE FINISH FLOOR. NOTE: Maximum Maximum Run Descent Run Descent 10' .4' 39' 5.4" 11' .5' - 40' 5.6' 12' .6 41' 5.8' 13' .7' 42' 6.0' 14' .9' 43' 6.2' 15' 1.0' 44' 6.4' 16' 1.1 ' 45' 6.6' 17' 1.2' 46' 6.8' 18' 1.3' 47' 7.0' 19' 1.4' 48' 7.2' 20' 1.6' 49' 7.4' 21' 1.8' 50' 7.6' 22' 2.0' 51' 7.8' 23' 2.2' 52' 8.0' 24' 2.4' 53' 8.2' 25' 2.6' 54' 8.4' 26' 2.8' 55' 8.6' 27' 3.0' 56' 8.8' 28' 3.2' 57' 9.0' 29' 3.4' 58' 9.2' 30' 3.6' 59' 9.4' 31, 3.8' 60' 9.6' 32' 4.0' 61' 9.8' 33' 4.2' 62' 10.0' 34' 4.4' 63' 10.2' 35' 4.6' 64' 10.4' 36' 4.8' 65' 10.6' 37' 5.0' 70' 11.6' 38' 5.2' 80' 13.6' NOTE: MAXIMUM DESCENT, AND THE THE BACK OF THE SIDEWALK RUN, SHALL BE MEASURED FOR THE WORST CONDITION BETWEEN AND THE FINISHED FLOOR AT THE GARAGE ENTRANCE. APPROVED BY clTV ENGINEER DATE PARKING .& DRIVEWAY STANDARDS REVISIONS BY APP Da,TE 'Mof, j � DOWNWARD DRIVEWAY MAXIMUM DESCENT Reamum To CAD hVH MDW 1 -95 -- (RESIDENTIAL) ��SW May 95 Edltlon 2160 L LIGHT PARKING General parking areas for autos and light trucks. MEDIUM PARKING Access roads and drives, store frontage traffic and service stations. Shopping center roads serving only autos and light trucks. HEAVY PARKING Warehouse approaches, warehouse parking areas, ramps, all heavy —duty truck loadings, or parking areas. Up to 20 heavy truck and trailer units per day. (To be used in areas where garbage trucks will park to load dump - sters.) Shopping center roads serving truck access to loading areas. A HEAVY PARKING Heavy industrial types of pavement loadings. Areas for use by 20 -400 heavy truck and trailer units per day. NOTE: Each 1' of asphalt may be substituted with 2" of Class III base. 2" minimum AC. APPROVED BY CITY ENGINEER DATE CMY or REVISIONS BY APP DATE SM AD 'Note" JDL 3fDiP 1 -91 � bus OBI5O REF.: Pamphlet No. PCD -3, distributed by THE ASPHALT INSTITUTE PARKING & DRIVEWAY STANDARDS PAVEMENT DESIGN 2210 .::.: :..:• :.. :..:. (Asphalt : concrete..' wrth : _rio basej ...­SUB RA . QUALI RADE TY:.,....:........... GOOD TO EXCELLENT Unaffected by moisture or retains a sub- stantial amount of support capacity when wet. 6" 5" 4" 4" Included are well or poorly— graded grovels or sand gravels, silty gravels, and well — graded sands. Sand equivalent = 30 min. FAIR TO GOOD Retains a moderate degree of firmness under 7" 5 1/2" 4 1/2" 4" adverse moisture conditions. Included are poorly — graded sands or gravelly sands with little or no fines, and silty sands. Sand equivalent = 25 min. POOR TO FAIR Some softness and plasticity appears when 8" 6" 5" 4' wet. Included are clayey sands, inorganic silts, very fine sands, inorganic clays of low, medium or high plasticity, and gravelly to silty clays. POOR Becomes extremely soft and plastic when wet. 9" 8" 6" 4 1/2" Included are organic silts or silt —clays of low plasticity, inorganic silts, and organic clays of medium to high plasticity. L LIGHT PARKING General parking areas for autos and light trucks. MEDIUM PARKING Access roads and drives, store frontage traffic and service stations. Shopping center roads serving only autos and light trucks. HEAVY PARKING Warehouse approaches, warehouse parking areas, ramps, all heavy —duty truck loadings, or parking areas. Up to 20 heavy truck and trailer units per day. (To be used in areas where garbage trucks will park to load dump - sters.) Shopping center roads serving truck access to loading areas. A HEAVY PARKING Heavy industrial types of pavement loadings. Areas for use by 20 -400 heavy truck and trailer units per day. NOTE: Each 1' of asphalt may be substituted with 2" of Class III base. 2" minimum AC. APPROVED BY CITY ENGINEER DATE CMY or REVISIONS BY APP DATE SM AD 'Note" JDL 3fDiP 1 -91 � bus OBI5O REF.: Pamphlet No. PCD -3, distributed by THE ASPHALT INSTITUTE PARKING & DRIVEWAY STANDARDS PAVEMENT DESIGN 2210 A 1 1 1 1 1 1 i 1 1 1 t 1 3 3 Ln 3 3 DRIVEWAY RAMP OFENCE OR WALL BAY WI POST 01 COLUMN / II �{ MIN. ENTRY TO /� R -2'' BUILDING 1 MIN. SPACE WIDTH 30t-i � 3 3 M� SEE ENGRG. STD. 2250 3' MIN. FOR VALUE OF "W" AISLE 4'. 14' LOCATION OF OBSTRUCTION dE SINGLE STALL % / / / / //. % / / / / / / / //. TANDEM STALLS WITH APPROVAL OF COMMUNITY DEVELOPMENT DIRECTOR AND AS ALLOWED IN E-4 OF ENGRG STANDARD #2020. INCREASE STALL WIDTH BY: 12: ON ONE SIDE 24" IF ON BOTH SIDES OBSTRUCTIONS Mid SINGLE WHEELSTOPS SHALL BE LOCATED ON SIDE OF STALL CLOSEST TO BAY WIDTH LIMIT LINE. AS SHOWN. SEE ENGRG. STD. SEE ENGRG. STD. �l NO.'S 2230 & 2240 NO.'S 2230 & 2240 " DOUBLED LOADED BAYWIDTH MOTORCYCLE SPACES BAYS MAY OVERLAP WITH ANGLED PARKING Co NOTES: 1. CURBING MAY BE SUBSTITUTED FOR WHEEL STOPS. 2. HANDICAP SPACES SHALL MEET STATE * SET ON 3 1/2" P.C.C. II--nP 11 OF CALIFORNIA REQUIREMENTS. AND CLASS 3 BASE APPROVED BY CITY ENGINEER DATE Cny Of & DRIVEWAY STANDARDS REVISIONS BY APP DATE iaF St OFF— STREET Redrawn To CAD PMH MDW 1 -95 �r bus PARKING STANDARDS Sp. Width Designations RMH NDW 4 -95 Miomay 95 Edition 2220 COMPACT CARS i� Use of Compact Spaces requires approval of an exception by the Community Development Director or the Architectural Review Commission. Compact spaces are allowed only if justified by unusual circumstances such as saving a tree or using otherwise unusable space. Bay widths are based on 16' -0" stall lengths and 8' -0" stall widths. A max- imum of 407 of the stalls in a parking lot may be compact. (In residential apartment projects involving ten or more units, 507 of spaces may be compact.) Compact parking spaces shall be clustered. APPROVED BY CITY REVISIONS Rearrange DATE m 0r BY APP I DATE M RMH I MDW 1 1-95 � "S *See CRY STANDARD 12220 for clarification of "BAY WIDTH' PARKING & DRIVEWAY STANDARDS PARKING BAY DIMENSIONS 3y, 95 Edition (COMPACT CARS) 2230 SINGLE LOADED DOUBLE LOADED . PARKING WIDTH AISLES AISLES ANGLE AT CURB ONE -WAY TWO-WAY ONE -WAY TWO -WAY TRAFFIC TRAFFIC TRAFFIC TRAFFIC L� JLLI -A Ell Etia-1 BAY WIDTH 30' 16.01' 26' -0" 34' -0" 40' -0" 48' -2" 32.5' 14.90' 26' -6" 34' -5" 40' -1 1 " .49'— 1 " 35' 13.95' 26' -10" 34' -9" 41' -10" 49' =10" 37.5' 13.15' 27' -3" 35' -2" 42' -7" 50' -6" 40' 12.45' 27' -7" 35' -6" 43' =2" 50' -11" 42 -.5' 11.85' 27' -10" 35' -10" 43' -7" 51' -6" 45' 11.32' 28' -2" 36' -3" 4.4' -4" 52' -1" 47.5' 10.85' 29' -0" 36' -6" 45' -5" 52' -7" 50' 10.45' 29' -10" 36' -10" 46' -5" 52' -11" 52.5' 10.09' 30' -6" 37' -2" 47' -3" 53' -4" 55' 9.77' 31' -3" 37' -4" 48' -0" 53' -7" 57.5' 9.49' 31' -1 1 " 37' -8" 48' -7" 53' -10" 60' 9.24' 32' -8" 37' -11" 49' -4" 54' -1" 62.5' 9.02' 33' -4" 38' -2" 50' -0" 54' -3" 65' 8.83' 33' -1 1 " 38' -5" 50' -9" 54' -6" 67.5' 8.66' 34' -7" 38' -9" 51' -3" 54' -8" 70' 8.52' 35' -3" 38' -11" 51' -10" 54' -9" 72.5' 8.39' 35' -10" 39' -2" 52' -4" 54' -10" 75' 8.28' 360-6" 39' —.4" 52' -10" 54'-11" 77.5' 8.20' 37' -3" 39'4" 53' -4" 55' -1" 80' 8.12' 37' -10" 39' -10" 53' -1 1 " 55' -2" 82.5' ' 38' -4" 39' -11" 54' -4" 55' -3" 85' 39' -0" 40' -1 " 5 4' -8" 55' -3" 87.5' L08u003' 39' -8" 40' -2" 55' -0" 55' -3" 90' 40' -4" 40' -4" 55' -4" 55' -4" Use of Compact Spaces requires approval of an exception by the Community Development Director or the Architectural Review Commission. Compact spaces are allowed only if justified by unusual circumstances such as saving a tree or using otherwise unusable space. Bay widths are based on 16' -0" stall lengths and 8' -0" stall widths. A max- imum of 407 of the stalls in a parking lot may be compact. (In residential apartment projects involving ten or more units, 507 of spaces may be compact.) Compact parking spaces shall be clustered. APPROVED BY CITY REVISIONS Rearrange DATE m 0r BY APP I DATE M RMH I MDW 1 1-95 � "S *See CRY STANDARD 12220 for clarification of "BAY WIDTH' PARKING & DRIVEWAY STANDARDS PARKING BAY DIMENSIONS 3y, 95 Edition (COMPACT CARS) 2230 i 1 1 i 1 AVERAGE CARS AT [ r�: v) 2 D 3 J J a E- N J— T Bay widths are based on 18' -5" stall lengths and stall width as noted.. Alternate stall widths may only be used for 82.5' -90' parking angles and must have special approval of the Community Development Director. 9' -0" width — Subtract '2 feet from bay width 9' =6" width — Subtract 4 feet from bay width *see CITY STANDARD /2220 for cloriricot of BAY WIDTH' APPROVED BY CRY ENGINEER DATE ' - Cj�/ of PARKING & DRIVEWAY .STANDARDS RensloNS BY APP DATE MAN Sd11 PARKING BAY Rearrange- RMH MDW 1-96 � US DIMENSIONS - �g� (AVERAGE CARS) 2240 May 95 Edition ___ SINGLE LOADED DOUBLE LOADED PARKING WIDTH AISLES AISLES ANGLE CURB ONE -WAY TWO -WAY ONE-WAY Two -WAY TRAFFIC TRAFFIC TRAFFIC TRAFFIC L �T� Ell) � BAY WIDTH 30' 16.61' 26' -11" 34' -11" 41' -11" 50' -0" 32.5' 15.45' 27' -6" 35' -5" 42' -11" 51' -1" 35' 14.48' 27' -1 1 " 35' -10" 43' -1 1 " 51 ' -1 1 " 37.5' 13.64' 28' -4" 36' -3" 44' -9" 52' -8" 40' 12:92' 28' -9" 36' -8" 45' -6" 53' -3" 42.5' 12.29' 29' -5" 37' -2" 46' -5" 53' -11" 45` 11.74' 30' -2" 37' -7" 47' -8" 54' -8" 47.5' 11.26' 31' -1" 37' -11" 48' -10" 55' -3" 50' 10.84' 32' -0" 38' -4" 49' -11" 55' -9" 52.5' 10.47' 38' -9" 50' -10" 56' -3" � 55' 10.14' 33' -7" 39' -0" 51' -8" 56' -8" 57.5' 9.84' 34' -4" 39' -4`' S2' -5" 57' -2" 60' 9.59' 35' -1" 39' -9" $3' -3" 57' -6" � 62.5' 9:36' 35' -10" 40' -1" 54' -1" 57' =10" 65' 9.16' 36' -6" 40' -4" 54' -11" 58' -2" 67.5' 8.99' 37' -2" . 40' -9" 55' =5" 58' -6" 70' 8.83' 37' -1 1 " 41'— 1 " 56' -2° 58' -9" 72.5' 8.70' 38' -6" 41' -4" 56' -9" 59' -0" 75' 859' 39' -3" 41' -8" 57' -4' 59' -3" 77.5' 8.50' 40' -0" 42' -0" 57' -1 1 " 59' -6" 80' 8.43' 40' -8" 42' -4" 58' -6" 59' -8" 82.5' 8.67' 41' -3" 42' -7" 58' -11' 59' -10`' - 85' 8.63' 41' -11" 42' -10" 59' -4" 59' -1 T" N 87.5' 8.61' 42' -8" 43' -1 " 59' -9" 90' 8.60' 43' -4" 43' =4" 60' =2" 60' -2" 12' 12' JV -8U STRIPING FOR AVERAGE PARKING STALLS OL.J -7V Ju - =zsU- COMPACT FOR ING STALLS NOTES: 1. EACH COMPACT SPACE MUST BE LABELED AS SUCH ON THE PAVEMENT OR WHEELSTOP 2. FOR RESIDENTIAL APPLICATIONS SINGLE —LINE MARKING IS APPROVED ALTERNATE. 3. WHEELSTOP SHALL BE LOCATED AS SHOWN, IF REQUIRED. * THESE DIMENSIONS ARE TO BE USED ONLY FOR STRIPING AND NOT FOR PARKING LOT LAYOUT DATE My 0r BY I APP DATE s1 RMH I MDW 1 -95 twS PARKING. LOT STRIPING 95 Edition 2250 i 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 H in feet soon 4000 3000 2000 1000 500 400 300 200 100 50 40 30 20 10 miles L Feet to —I 5 C4 ;1 3 z v s 2 0 rc 0 0.5 W 2 0 1 1000 Tc Hours minutes 4 240 boundary Watershed 3 180 boundary 2 100 90 L ' 50 5v�^ 40 30 20 10 0 U 8 F5 4 Equations for estinrated time of Concentralion Tc- (11 H .9L3 0.385 t Tc -Time of concentration In hours. L -Length of charnel in miles.. H - Difference In elevation Dantean most remote point a tine point of eoncerltrtlon. OR / _ l t Tc 725 T Te -Time of concentration in minutes. L - Length of channel in miles. S — Average slope of channel m feet /foci APPROVED BY CITY ENGINEER dDATE C4 OP REVISIONS_ BY APP S TIME O F CONCENTRATION Redrawn To eAb RMH MDW i=�j�■ US MORE THAN 20 ACRES V�Mo may 95 Edition 301 - 50 . 60 70 . 8o . 90 . 100 - 120 C 1500 LENGTH (L) NOTES 1 — Chart to be used where water sheets off parcel. 2 — Chart should not generally be used for lengths (L) in excess of 1000 ft. a� 0.100 DENSE GRASS _ 60 50 AGRICULTURAL 0.050 40 0.040 140 / 160 0.001 / 25 / 20 . 200 / - 250 / 0.005 . 300 / 0.010 . 350. 400' / 0_.050 / o 500 0.100 a 600 - 700 - Soo 0.500 900 SLOPE 1000 FT./FT. (S) C 1500 LENGTH (L) NOTES 1 — Chart to be used where water sheets off parcel. 2 — Chart should not generally be used for lengths (L) in excess of 1000 ft. a� 0.100 DENSE GRASS _ 60 50 AGRICULTURAL 0.050 40 0.040 15 10 9 8 7 6' 5 M TIME OF CONCENTRATION MINUTES (T) RESIDENTIAL 0.030 COMMERCIAL - 0.020 PAVED 0.010 LAND DEVELOPMENT (n) 3 FORMULA: T5 2.3908' '3 3 L3 KEY: LyS�PNOT UNE-m-n, READ T EXAMPLE: L =500 ft.. S =0.005 ft. /ft.. LAND DEVELOPMENT _IS_ COMMERCIAL TIME OF CONCENTRATION = 23 minutes. APPROVED BY CITY ENGINEER DATE m7 Or REVISIONS BY APP DATE SM TIME OF - CONCENTRATION Redraum To can RMH arvw -ss ti JWS LESS THAN .20 ACRES 001vo- May 95 Edition 3020 30 25 20 15 10 9 8 7 6' 5 M TIME OF CONCENTRATION MINUTES (T) RESIDENTIAL 0.030 COMMERCIAL - 0.020 PAVED 0.010 LAND DEVELOPMENT (n) 3 FORMULA: T5 2.3908' '3 3 L3 KEY: LyS�PNOT UNE-m-n, READ T EXAMPLE: L =500 ft.. S =0.005 ft. /ft.. LAND DEVELOPMENT _IS_ COMMERCIAL TIME OF CONCENTRATION = 23 minutes. APPROVED BY CITY ENGINEER DATE m7 Or REVISIONS BY APP DATE SM TIME OF - CONCENTRATION Redraum To can RMH arvw -ss ti JWS LESS THAN .20 ACRES 001vo- May 95 Edition 3020 r-, r, 1 Jj 0 0 J 1 I I u 1 i i I 0 1] 1 133d w "1113 WIMNY.133a 3o 1HOGH / / / , 13HONI NI i..mn0 Wlnoso o N3oma S a N= O b ♦ N O .. {p r R s p g co IN L) 1 M § 0. 1333 NO 11313IUN3d H1f10NOW 1 1 1 e^ z Q LLJ °I ' p ° O N O _ 2 _ S I i t. 1334 -0NW3S NI '.W3YdV3 /a001d- W3A-0l J / s = a W b / aa sg ig R M A .SM"b o� d�Y o� O M W ° o I,� N G Q 16 I I I I I L{ cy J i 1 M § 0. 1333 NO 11313IUN3d H1f10NOW 1 1 1 e^ N� Q. 9 °I ' p � O N O LA I I I I I wl I 1 .Li'OS NI Y3N NY.HMONO 1 1 0 ,g . 0 1 8 8 sit s R R 1331 - ON003S NI 30WHOSla i 1 53HONI - H3 31Ma 3d1d woo onvondmoo 11 I I I 1 1 III �.I I I I I I I 1 3did 08 1SY3 i Ei Ai r, a! 8 i E, S i `i i R i i R 3dld 'j"8. NndS E k R S 8 X S R R o e J O J � OZ > .2 O �o ZU O 0 O ZU .� W� Z W 0 I T O of E �o oot o0 U_ �V= 0� 1�0 Fn LI..I CD ck o c p �n °0- W E.? W a LI..I W Q' as O W J a- V) O J J aU) c C) J o F— a O T �U ai5 CJ H O o 'Z U _N �C = Z 00 ~a U T w m gCL g W W wLn 0v N Vg': r: (n W T I- 0 y : W W r rn my JO () `o U F- APPROVED BY -CITY ENGINEER DATE:' mop REVISIONS BY APP DATE san CRITICAL SLOP E Redra m To CAD :!KH 3lDTi f 95 � US �, May 95. Edition_ _ __,_ 306 8- 6- n EQUATION HNQ +Cb +C7k) g MANNING'S n-0.015 H N HEAD IN FEET Ce= ENTRANCE LOSS COEFFICIENT Crs FRICTION FACTOR r 29n2/R1/3 L . LENGTH OF CULVERT W FEET R N HYDRAULIC RADIUS M FEET V2 /2g a VELOCITY HEAD IN FEET 4Y 0;3 b ♦0 - 8'x8' BOX CULVERT. LN100n �.} '1 e .11 Oa , C& A 0.4 0.5 0.6= o� �� 0.8 �4 w �a w Z CONNED aE otw r 2 p i� m: o CONNECT plyJ e+ \ \\ ON30 C S kZ AND_ MEAD `LINES MUST INTERSECT 2.0 ON TURNING LINE a qx � a Down. gmxxx: N Ne = • - W Z� 5.0 W' ONON[ rxnot f• . N�Nma . ro � r[ �Wr eo sn� ar On • o s esr oeoc o w M aaan roue w W ee am 0 - RGIL qIN M rO'eI1L -6.0 •W]RY 9w a M M• Na01ar0ae N W qto OONN Ae� . a rox iwoeos aawsort. n.. mnu iiry Dole) uioe rxoavnr .d axon+ no.00a usa rai mw,mm rfa 1600 me nee ®oo rnreomaat 2a a w= rucmwx rox vUO ciao ti[ airs W M o M n 3WM Nomm a rauoa - 1400 z 1200 1000 �. 800 0 cl 600 12x12 500 400 10"10 9x9 300 w 8x8 S°0 Q «. I 200 w 70 "D Z Ti O W Z 6x6 w 0 N Nq w d 100 N w I 5x5 w rI 80 Z w LL w Z U 60 1 � 4z4 ,m m a � 50-- r U J[ _ — LLJ z 40 m Q 0 w w eA 30- 3x3 I Q � A 1 U d m N_ > 20 aw z. U w d 2x2 10 = q O 8- 6- n EQUATION HNQ +Cb +C7k) g MANNING'S n-0.015 H N HEAD IN FEET Ce= ENTRANCE LOSS COEFFICIENT Crs FRICTION FACTOR r 29n2/R1/3 L . LENGTH OF CULVERT W FEET R N HYDRAULIC RADIUS M FEET V2 /2g a VELOCITY HEAD IN FEET 4Y 0;3 b ♦0 - 8'x8' BOX CULVERT. LN100n �.} '1 e .11 Oa , C& A 0.4 0.5 0.6= o� �� 0.8 �4 w �a w Z CONNED aE otw r 2 p i� m: o CONNECT plyJ e+ \ \\ ON30 C S kZ AND_ MEAD `LINES MUST INTERSECT 2.0 ON TURNING LINE a qx � a Down. gmxxx: N Ne = • - W Z� 5.0 W' ONON[ rxnot f• . N�Nma . ro � r[ �Wr eo sn� ar On • o s esr oeoc o w M aaan roue w W ee am 0 - RGIL qIN M rO'eI1L -6.0 •W]RY 9w a M M• Na01ar0ae N W qto OONN Ae� . a rox iwoeos aawsort. n.. mnu iiry Dole) uioe rxoavnr .d axon+ no.00a usa rai mw,mm rfa 8.0 me nee ®oo rnreomaat 2a a w= rucmwx rox vUO ciao ti[ airs W M o M n 3WM Nomm a rauoa - w old � Ne ea er aunt ..o eMR o n w wmro 5 ] 0 0 4 I aalLlo�tal M o®.rec o. rar ,NC uoar qa ua 09. auwnnnc aao M owa vow w o a N N M muoW 0.O �If .ID !xH Ial M ODIm 1Mll[ O e d k 2.0 114.0 0 U.S. PUBLIC ROADS ADMINISTRATION DIVISION TWO WASHINGTON D.C. VARIOUS CULVERTS FLOWING FULL (FOR C.M.P. USE n= .0.015, L =2.5L) ENGINEER DATE � f Or �I REVISIONS BY ,APP DATE M ALL-TYPES Redraum To CAD RMH MDW 1 -95 � �IW S FLOWING FULL OBI" _ May 95 Edition. _ - _..3110 APPF 1 REVI Red .4 .6 .8 1.0 0 200 72 J 66 919 ,dp 60 54 U 100 W ? x 48 d 80 Z 42 w 60 ? ` 50 36 / tVil 40 = LLJ 33 / O Qw+r 30 30 O 1127� 20 24 21 10 18 8 6 15 5 4 L 12 3 2 BUREAU OF PUBLIC ROADS JAN. 1963 � � 2 J Z Z x 1� 4 p 5 500 6 - � M•73 B 110 BY CfTY ENGINEER DATE M' Of BY I APP I DATE S an To CAD RMH 111h;6 MDW 1 -95 "S 500 20 HEAD FOR STANDARD C.M. PIPE CULVERTS FLOWING FULL n =0.024 C.M.P. FLOWING FULL 95 Edition 3120 2000 R - N V 2 r rr 1000 Z W W � "o z S Slope coo z SUBMERGED OUTLET CUL FLAWING FULL . 600 120 H HW e H + he — I.S. 500 108 F For outlet crown not submerged. compute HW by methods described in the design procedure.. 400 96 300 84 Oe ?S y0 200 72 J 66 919 ,dp 60 54 U 100 W ? x 48 d 80 Z 42 w 60 ? ` 50 36 / tVil 40 = LLJ 33 / O Qw+r 30 30 O 1127� 20 24 21 10 18 8 6 15 5 4 L 12 3 2 BUREAU OF PUBLIC ROADS JAN. 1963 � � 2 J Z Z x 1� 4 p 5 500 6 - � M•73 B 110 BY CfTY ENGINEER DATE M' Of BY I APP I DATE S an To CAD RMH 111h;6 MDW 1 -95 "S 500 20 HEAD FOR STANDARD C.M. PIPE CULVERTS FLOWING FULL n =0.024 C.M.P. FLOWING FULL 95 Edition 3120 BUREAU OF PUBLIC ROADS JAN. 1963 � � 2 J Z Z x 1� 4 p 5 500 6 - � M•73 B 110 BY CfTY ENGINEER DATE M' Of BY I APP I DATE S an To CAD RMH 111h;6 MDW 1 -95 "S 500 20 HEAD FOR STANDARD C.M. PIPE CULVERTS FLOWING FULL n =0.024 C.M.P. FLOWING FULL 95 Edition 3120 BY CfTY ENGINEER DATE M' Of BY I APP I DATE S an To CAD RMH 111h;6 MDW 1 -95 "S 500 20 HEAD FOR STANDARD C.M. PIPE CULVERTS FLOWING FULL n =0.024 C.M.P. FLOWING FULL 95 Edition 3120 10.000 180 168 8'000 EXAMPLE (1) 156 6.000 D-36 INCHES (3.0 FEET) & (2) 5.000 0 -66CFS ' 44 4.000 S. 3 6. Hw 132 - .3.000 (FEET) - 6. 4. 120 � � (1) 1.8 5.4 2 DOp (2) 2.1 6.3 5. (3) 2.2 8.6 4. 108 �I DIN FEET 3. 4. 96 & 1.000 3. Boo 3. N B4 600 500 2.. 72 400 2• 2. 300 / 1.5 W /^ 60 200 S 1:5 Z Z Npt!/ v 1.5 1 01 N fY im 100 w / - 48 0 80 W > Q�Q v U 42 1n 60 SO ? 1.0 1.0 o o / . w a 1.0 36 W 30 E TRA CE 9 1 L SCALE z TYPE W Q20 (1) HEADWALL .9 30 (2) MfTRED TO CONFORM TO SLOPE _ .8 V a 27 10 (3) PROJECTING 6 .7 .7 z N 24 6 .7 5 To use scele (2) or (3) Pro)eat 21 ' 4 horizonto to aeala C1) tFian - use strO t inclined line through - - —.,6- 0 and p scalm or reverse as 3 illustrated. .6 6 1B - 2 15 5 1.0 .5 12 HEADWATER DEPTH FOR C.M. PIPE CULVERTS WITH INLET CONTROL BUREAU OF PUBLIC ROADS JAN. 1963 APPROVED BY CITY ENGINEER DATE cmyof S p r ' REVISIONS BY DATE APP INLET CONTROL. Redravm To CAD RMH bmir 1 =95 �C1 Mcy 95 Edition 3130 1 i i t r i a 180 168 156 144 15 12 10.OD0 120 8 -81000 108 - 6,000 96 4 0- 120CFS 84 - 5.000 72 - 4.000 w 2 HW � _Z 60 U Z 8:8 z _ 54 ^ �WW J 48 / / U U 42 v_Ui 0 2 of w � ENTRANCE Q 33 TYPE a D 30 4 27 -30 24 � Q 21 HEADWALL 18 GROOVE END wrrH a 15 12 10.OD0 8 -81000 EXAMPLE - 6,000 D-42 INCHES (3.5 FEET) 4 0- 120CFS - 5.000 D and 0 scales• or reverse as - 4.000 HMI HW 3 SS FEET 3.000 (1) 25 8:8 v a (2) 2.1 7.4 - 2.000 (3) 2.2 7.7 s sD IN FEET -1.000 800 -600 -500 8 -400 6 - 5 To use scab (2) or (3) project 4 • 300 _, s�►�� F/ D and 0 scales• or reverse as L • 200 .2 3 v a -100 4 Ci - 80 s C 60 2 5O 1 ENTRANCE -40 D SCALE TYPE a 4 -30 (1) � Q HEADWALL (2) GROOVE END wrrH a - 20 HEADWALL 3 (3) GROOVE END C PROJECTING 4 3 10 8 6 - 5 To use scab (2) or (3) project 4 horizontally to scale (1), then use straight Inclined line through D and 0 scales• or reverse as .3 i6uaticted. .2 1.0 BUREAU OF PUSUC ROADS JAN. 1963 APPROVED BY CITY ENGINEER CAD Imo', (1) (2) (3) HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL DATE m Or BY APP DATE _ �,U Sn RMH MD )P 1-95 US OBISM R.C.P. INLET CONTROL 95 Edition 3140 12 11 10 9 8 7 6 5 tz w IL Z 4 O X O co w O � 3 x U —w x _1 BUREAU OF PUBLIC ROADS JAN. 1963 O O 4 z w a 0 w U Z I O x 8 i� / O w LnQ U w O O _ 600 3 - 50 - 500 - 40 EXAMPLE -400 5'x2' BOX 0 -75CFS 0/B 15CFS /FT. - 300 INLET -. ( FEEr) --' (1) 1.75 3.5 (2) 1 -90 3.8' Z_. (3) 2-05 4.1 1DO .80 (1) (2) (3) HEADWATER DEPTH FOR BOX CULVERTS WITH INLET CONTROL M rRUVLU OT 1,.11T GYUINVL VNIL A/�e OL r REVISIONS BY APP DATE a, +Ve �e, BOX -INLET CONTROL CA Redraum To D "k kbw 1 -95 OB'SM Mov 95 Edition 3150 3 - 50 M - 40 -30 Lu x w O 20 / Z_. Angle of -. _ - 10 Yr V ngrall -- 0- .w D 8 w Q -6 C 5 = -4 �y WINOWALL D SCAE FLARE - 3 (1) 30' to 75' (2) 90' and 1S -2 (3) 0' (extensions . of sides) To use scale (2) or (3) project horizontally to scale (1), then "Ties atreight inclined line thniug _ 1 D and 0 saaba, or Fevers`s S3 _ illustrated. - -5 (1) (2) (3) HEADWATER DEPTH FOR BOX CULVERTS WITH INLET CONTROL M rRUVLU OT 1,.11T GYUINVL VNIL A/�e OL r REVISIONS BY APP DATE a, +Ve �e, BOX -INLET CONTROL CA Redraum To D "k kbw 1 -95 OB'SM Mov 95 Edition 3150 i t i i r t H 0.5 0 0.6 3 0.7 O.A1 2 4 D.8 1.2+ 0.021 L 0.9 D 5 1.0 6 \ 7 8 9 10 2.0 \LL EwwaLE: 23 He1.0. 0 -20. L-125 USED D -27' \ 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0 SEE DETAIL A FIRE CAT H BASIN a �ARE4 A M 15 2D 25 30 35 \ 40 \ 50 60 70 60 90 100 WATER SURFACE GRADE LINE -STORM DRAIN REQUIRED FREEBOARD = 6' MIN. BELOW UP OF GUTTER _ LENGTH IN FEET 0 25 50 75 -100 125 150 175 200 �p 4 O ♦h �9 1 .Z4 1�+ 35 38 0 25 So 75 100 125 150 175 200 REF.: CITY OF LAMPOC ENGINEERING DIVISION APPROVED BY CnY ENGINEER DATE City Of REVISIONS BY APP DATE sm CONNECTOR PIPES Redrawn To cw RMH MDW 1-95 06Ims FLOWING FULL ��SW May 95 Edition 3� 6� ENTRANCE LOSS _COEFFICIENTS COEFFICIENT (Ce) OF VELOCITY HEAD (V, /2g) THROUGH THE STRUCTURE HEAD LOSS AT ENTRANCE, He Ce (V /2g) TYPE OF STRUCTURE AND ENTRANCE PIPE WITH STRAIGHT HEADWALL CONCRETE— BEVEL —UP PROJECTING INLET FLUSH INLET CORRUGATED METAL —ROUND PROJECTING INLET FLUSH INLET CORRUGATED METAL— PIPE —ARCH PROJECTING INLET FLUSH INLET BOX REINFORCED CONCRETE SHARP EDGE ENTRANCE — STRAIGHT HEADWALL 45' WINGWALIS ROUNDED ENTRANCE BRIDGE WITH OVERBANK FLOW IN APPROACH CHANNEL FLOWING FULL I PART FULL 0,1 0A 0.3 0.1. 0.8 0.7 0.5 0.4 0.9 0.7 0.5 0.3 0.5 0.5 0.2 0.2 0.1 0.1 0.1 TYPE OF ENTRANCE D T Ce SQUARE EDGE 0.0 0.50 ROUND EDGE 0.05 0.25 ROUND EDGE 0.20 0.10 r = RADIUS OF ROUNDING OF ENTRANCE, ''Fr. D = DEPTH OR DIAMETER OF CONDUIT, FT. APPROVED BY CITY ENGINEER DATE MY Or - - REVISIONS BY APP DATE Safi ENTRANCE LOSS Redrawn To- CAD RMH wvw �_ -ss �i �U s COEFFICIENTS OBIMO may 95 Edition 3170 I i I I I I I I I I I I I I J I I LJ F Ic TTl T i Ft.. 25 -.7 .1— KIM ------------- 7: 51 -',---HGWWA-1 DRAriN .. ..... ..... HiEE-:5 ff 10, —7 —4— 77 7.. t 7 _R\ K X- w -.T :g ------- -:7 5! HX 3 IC I m-1 to be cimod wiitbia itf%aL:SaCtlmlG iii; -777'.. 7 i !%wifh: if comul -*Q C+A! in con jtirrcifiori RAINFAL ' city: stclniiwa no—v-34— F - -- — -1 sl .51 -!:W- --liTerlins v�&iesf ur:Wmly frOr"07jj-.6—' i. e bel" 101) oi-cuili-ot =l'T :high oft 4*'aboVe'lIte"gU ih;'�high: Slot or. 0 belaJ top at jUrb- toi Clt '�'l owable hopes,` SLOPE OF �-,REET -.0 D65'1.006 T: -- 0 APPROVED BY THE CITY ENGINEER DATE CURB CAPACITY CURVES REVISIONS By APP I DATE ,#//A'2ZC IrY,010 ow 1,/ 6" Deis 9& j A�� -/a /oar 1,/Ajg I /Z -a,/ i May 95 Edition —NVA-, 32 e n ..... ..... ........_. _.. .Z Vii: _........ - - - {(:t:..., - -I - -" -. -: _. _.._t-: �2::.. CONPUTATI90t. -bA7A : ::. . ... ...... . ..: 1 . _ I::::i:.:: 1 "1• .....— .t._._ �•' _._`— —~ '�-- .. a :- .__--__..__. :�'. .._ = .. .. t..... •I ::,:... ....:�::_......... ........ T; 1 .. I cOUan!ICea r_oe cm:< .i}iin }De's�_eel:_i_itil_oris ehdl b S. COmD.100 <Or O.{0 'v Si YT II ••• •_•..- •.• -I- .: -•.• -•• rotiona k+nula Q: C d' in carCunctian -w:fn_ RAIN - -- -- —_— :__ - ___ _ •—.— _; _:�- =^ . ^'_T. -::: —FAIL LtiTeM >ITV- �- pT -, L'Yi• sq'ddt2 - _ -- -- - - - - -- Wale, level dine varies unilormi0ro'm' t0p ci 6, curb at minimum playa ,003,.t1l t�— - -_ -_---- _ -_-•£- - _ !0 3- below top, of ourb cl maaimum cMpe, of 4i5; -..�: -... ... _ - " - -- -- --- -.jtEr - -- -.The nqh offset Crown rs 4' above the achy on Inc nigA side of all crass• tall - -- ---- - -'- -- - - - -- - - - -- -. The water level is 4' below too of curb for oil oaowable slope _-- r— ._.___�- �TE.CFSTFEET "I R/ fl:):.,__._..-,_...:-_:.:.:-..__..__-_.._ _— _.--- _;_...._._•__- __..._ .... ... ... ....... .. _._...r. ..-.. .DC: f- 00•4_.:005.:=G------ D'a APPROVED BY THE CITY ENGINEER DATE • CURB CAPACITY CURVES 'IONS BY APP DATE ryPo MOW -j w 888 8" 3larra —/O year IOWA., JW# /z -RY � � � � May 95 Edition (1i 1 i !J TYPICAL INLET CAPACITYr (Q.-CFS) FOR SIDE OPENING . CATCH BASINS FOR VARIABLE LENGTHS AS NOTED. (I) LOCAL DEPRESSION OF 2" SLOPE OF STREET GUTTER SLOP;- LENTH OF BASIN OPENING (FT) 045,% - 1.0% 3_ .0 % - 7.0 °/o DEPTH OF FLOW (FT.) 0.50 0.67 0.50 0.67 0.50_ _ 0_ .67 1. 0.501 0.67 3.5. .e s 3.5 cfs 4.7 c s 3.0 c s 4.0 cfs 3.2 cfs 4:4 cfs 2.7 cfs 4.0 7.0 5.7 8.0 5.5 7,6 6.0 8.2 5.5 8.0 .1 4.0 8.0 12.8 9.0 13.7 10.8 15.7 10.0 15.0 21.0 9.6 17.5 11.5 .19.0 14.0 21.5 14.7 22.0 (2) _LOCAL DEPRESSION OF 4" 7.0 7.2 11.0 8.0 10.5 8.2 10.7' 6.6 9.2 14.0 9.2 16.7 11.8 18.0 13.5 20.0 13.6 19.0 21.0 [70.5 21.0 1.4 .0 23.0 17.0 27.0 19.0 MID *NOTE: L D for S.L.O. , City Std.- no. 3350 is approximately 311 TYPICAL INLET CAPACITY (Q -CFS) FOR STANDARD -CATCH BASINS - FOR ONE AND TWO GRATES NOTE= All values taken from City of Los Angeles Report no. HRL 10 -77 ROVED BY THE CITY ENGINEER • TYPICAL INLET CAPACITY BY APP DATE FOR CATCH BASINS • ®S May 95 EcIttion ; SLOPE OF STREET 0 2.2% 4.3% 6:5% 8;7.% 10.8% 13.3% a. DEPTH OF FLOW - FT _m E o ? " 0.50 0.67 0.50 0.67 0.50 0.67 0.50 0.67 0.50 0.67 0.50 - -- 0.67 I cfs 7.5 cfs 11.5 cfs 8.2. cfs - 12.0 cfs 8.0 cfs 10.0 cfs 8.0 cfs 9.7 cfs 7.6 cfs 8.6 cfs 5.6 cfs 6.6 2 8.8 14.5 10.5 16.0 11..0 15.0 '11.0 14.0 10.5 11.8 10.0 12.0 NOTE= All values taken from City of Los Angeles Report no. HRL 10 -77 ROVED BY THE CITY ENGINEER • TYPICAL INLET CAPACITY BY APP DATE FOR CATCH BASINS • ®S May 95 EcIttion ; ,.- c� � 1c: GRATE O 04 BAR. WELDED ALL AROUND O 2'x1/4' STRAP O 2'x2 112'x1/4'L O 1 1/2'x1/4' STRAP OS 22- 2'0/8'48 3/4' BARS O 1 1/8' O.C. SECTION A -A rm.,t rL,,rlL APPROVED BY CITY ENGINEER DATE city or REVISIONS BY I APP DATE san CATCH BASIN Redravm To CAD MDW , -95 i� � �S� SINGLE GRATE �f"r� May 95 Edition 3320 1 i 1 1 1 1 1 1 1 1 1 1 t 1 1 3'-0' FOR 8' CURB 3' -2" g'_p• 6' -0' FOR 6" CURB A 31-0" ILONGITUDINAL BARS SHALL' EXTEND FULL LENGTH OF A GUTTER \n PLAN 4s NOTE: SLOTS TO RUN ALL THE WAY TO CHANNEL IN CURB FACE. 12" 6" OR 8" 4 "x4 "x1 /4 7L x6' -9" CURB FACE Nk 26 SECTION — AT CURB FACE 4" 3 5/8" 4" 3 5/8" 4" ; • VARIES FROM 0" T( ; Y T 2' AT CURB q2j WITHOUT PER- 2 5/8 SECTION — THRU SLOTS So NOTES: SECTION A —A 1. SLOTTED GUTTER TO BE USED WHEN PROFILE GRADE IS 5% OR MORE. 2. SEE CITY STANDARD no. 3320 FOR ADDITIONAL DATA THIS CATCH BASIN SHALL NOT BE USED 3. CONCRETE TO BE CLASS B, 5 SACK. WITHOUT PER- MISSION OF CITY ENGINEER APPROVED BY CITY ENGINEER DATE REVISIONS BY APP DATE wm7 or � �IZO � bus CATCH SINGLE SLOTTED May 95 Edition BASIN GRATE, GUTTER 3330 n. Redraw To CAD RMH MDW 1 9 1 T� I b� SECTION C —C . Ill Sil mmv�llll SEC IION A —A FACE PLATE APPROVED BY CITY ENGINEER DATE tis4il`[1 a M N GRATE O7 #4 BAR WELDED ALL AROUND O 2'0/4' STRAP O 2'x2 1/2'x1/4 L O 1 1/2x1/4' STRAP 22 -2'x3 /8•x28 3/4' BARS o 1 1/8' REVISIONS BY I APP JDATE �,p m CATCH BASIN Redrawn To CAD Rerx aro 1111 126 IIUS DOUBLE GRATE OB'SWIMay 95 Edition 3340 i t i i 1 1 f f 1 1 1 #4 ® 12' O.C. v #4 O 8" O.C. TOP SURFACE SHALL BE REBAR SHALL BE CUR SLOPED PER FOOT COVERED WITH NO LESS TO WARD CURB. THAN 1 1/2" OF P.C.C. IN DECK, AND 2" IN CONCRETE SHALL BE CLASS B, 5 —SACK. I STORK SIDES AND BOTTOM. SEWER LONGITUDINAL BARS SHALL EXTEND THE FULL LENGTH OF GUTTER: EMBED 12" MIN. EMBED 12" MIN. 4" 8' 1' - / #4 ® 4" O.C. 6' -0" 8" A g" s' —o" PLAN ITEMS Q THRU Q SHALL BE ALHAMBRA, 6' -0" 2' -O" GALVANIZED, OR APPROVED EQUAL Q FORMED STEEL FACE PLATE; A- 3911 -G 4' -4" 1 z 3 ANCHORS SHALL BE FACTORY - INSTALLED. 4" S 5„ e Q PROTECTION BAR, A- 1565. 6 BAR END ANCHORS, A -1577. =' •' o Q O3 PROTECTION BAR SUPPORT BOLT(S), A -1574, _ �� 6 SPACED 21' APART MAXIMUM. C d 10" , f� T 8" Q STEPS ARE REQUIRED WHEN DEPTH EXCEEDS 4 FT. AND ,SHALL BE STEEL — REINFORCED COPOLYMER POLY- 4 '�'' O 4'x4' PROPYLENE, M -A INDUSTRIES PS2 -PFS, OR EQUAL. c CHAMFER .• .. O5 MANHOLE COVER AND FRAME,. PHOENIX P -1067, w' CLASS BLASE CLASS 3 ALHAMBRA A -1530, OR APPROVED EQUAL (ALHAMBRA A -1137 WHEN IN MISSION TILE SIDEWALK) PLACED '' 4'}-- #4012" O.C. - ADJACENT TO BACK WALL NEAR OUTLET PIPE. • FLOOR OF BASIN SHALL BE X TROWELLED SMOOTH AT A MIN. O8 CURB HEIGHT MINUS 2'. 8" SLOPE OF 1" PER FT. TOWARD ..a OUTLET FROM ALL DIRECTIONS O CURB OPENING WIDTH SHALL NOT BE LESS THAN 3' -6' AND MAY ONLY BE INCREASED IN 3' -6" INCREMENTS: r.��. '• . O8 GUTTER CONSTRUCTION ADJACENT TO EXISTING A.C. � PAVING SHALL INCLUDE SAWCUTTING, REMOVAL, AND 8" REPLACEMENT OF A.C. PAVING 18" MIN: FROM EDGE olmeT PPE MAY OF NEW GUTTER, 2" THICKER THAN EXISTING. 5" MIN. 3' -0" 8" BE PLACED IN ANY W." no M... SECTION A —A APPROVED BY CITY ENGINEER DATE O cmy REVISIONS BY APP DATE S CATCH BASIN RQaTa•Lft ro can xarx ,1w w 1-95 UU1S SIDE OPENING OB'SPO May 95 Edition 3350 7- /4 0 5- U.C. 0 #4 ® 12" O.C. 8 4.. #4 0 12" 0 2 C0f #4 ® 12" O.C.— D B Q C ))T4 t1lI I -- B w '---_ C 3' -0" C s PLAN 7 DID 7: '_ g 4 "x4" _ CHAMFER 8" • #4 ® 12" ((OUTLET) •. • PIPE 14 O 16" O.C. 04 0 12- O.C. "nWTH 1 7' j 0' -6 14' A CURB HT. —2" B CURB HT. +12" C 4' 7' -6" 11' D 8' -4 1'10 V -4 3 -04 O 16. O.C. A 2 -/4 O 4. O.C. LONGITUDINAL BARS SHALL EXTEND FULL LENGTH OF GUTTER. 6' -0" AMF'KUVLU dY L:IIY tNUINLLJK UAIt cmyOf REVISIONS BY APP DATE Sall CATCH BASIN Redraum. To CAD RAlA Xnw 1 -95 i� tWS EXTENDED SIDE OPENING offlsw m, Q5 FH7+;nn 3360 SECTION C —C 7 SECTION A —A ITEMS (D THRU0 SHALL BE ALHAMBRA, GALVANIZED, OR EQUAL 6' -0" O FORMED STEEL FACE PLATE A -3911, W/ FACTORY - INSTALLED ANCHORS. 4 —D 2' -0" (2 ) PROTECTION BAR, A -1565, BAR END ANCHORS. A -1577. 5 rJ" 10 O PROTECTION BAR SUPPORT SOLT(S), A -1574, SPACED 21" APART. • O .. = A O4 STEPS ARE REQUIRED WHEN DEPTH EXCEEDS 4 FT. AND SHALL p �• BE STEEL REINFORCED POLYPROPYLENE M -A INDUSTRIES .� T. '• PS2 -PFS, OR EQUAL - U7 CL ...... 8 O MANHOLE COVER AND FRAME PHOENIX P -1067. OR APPROVED #4 ® 12" O.C. EQUAL (AUTAMBRA A -1137 WHEN IN MISSION TILE SIDEWALK). x 4 " 4" PLACED ADJACENT TO BACK WALL W CENTER OF BASIN. x C HAMFER O6 REINFORCING STEEL SHALL BE COVERED BY NO LESS THAN 1 1/2" OF :`. N x OUTLET PIPE tl CONCRETE IN TOP AND NO LESS THAN 2• IN REST OF STRUCTURE _ 7 O7 FLOOR OF BASIN AND EXTENDED OPENING TO BE SMOOTH, AND •.� SHALL SLOPE 1• PER FOOT TOWARD OUTLET. • �a O TOP OF CATCH BASIN SHALL SLOPE 1/4• PER FOOT TOWARD CURB. $° 2'_9" 8 O CONCRETE SHALL BE CLASS B. 10 GUTTER CONSTRUCTION ADJACENT TO EXISTING A.C. PAVING SHALL INCLUDE SAWCUTTING. REMOVAL, AND REPLACEMENT OF THE A.C. SECTION B —B PAVING 16• MINIMUM FROM EDGE OF NEW GUTTER. 11 INLET AND OUTLET PIPE(S) MAY BE PLACED IN ANY WALL. AMF'KUVLU dY L:IIY tNUINLLJK UAIt cmyOf REVISIONS BY APP DATE Sall CATCH BASIN Redraum. To CAD RAlA Xnw 1 -95 i� tWS EXTENDED SIDE OPENING offlsw m, Q5 FH7+;nn 3360 I C 1 i 1 1 1 1 1 1 #4 ® 12" O.C. 3 - #4 ® 8" O.C. - A 6' #4 O 12" O.C. D B #4 O 16" O.C. No. GRATES 11 O PROTECTION BAR SUPPORT BOLTS, A -1574, SPACED 21" APART. WIDTH w ±2L3 C 4' -10" URB HT. -2 1/2 B_ PLAN C 5" PS2 -PFS, OR EOUAL D 18'-4110'-1013'-4 FOR GRATE, FRAME. AND MULTIPLE -GRATE SUPPORT DETAILS, SEE 6 7 CO r 4 "" x4 �• SHALL BE REINFORCING OPl CHAMFER . .~ /i:\ O .� oUTLEr 8" • :I PIPE i #4 ® 12" O.C. No. GRATES 11 O PROTECTION BAR SUPPORT BOLTS, A -1574, SPACED 21" APART. WIDTH w ±2L3 A URB HT. -2 1/2 B_ CURB HT. +12" C 2'-2 PS2 -PFS, OR EOUAL D 18'-4110'-1013'-4 FOR GRATE, FRAME. AND MULTIPLE -GRATE SUPPORT DETAILS, SEE A #4 O 16' D.C. 6' LONGITUDINAL BARS SHALL EXTEND FULL LENGTH OF GUTTER. THIS CATCH BASIN SHALL NOT BE USED WITHOUT PER- MISSION_ OF CITY ENGINEER SECTION C —C- SECTION A —A ITEMS O TMRU O3 SHALL BE ALHAMBRA. GAWANRED, OR EOUAL -Q" O7 FORMED STEEL FACE PLATE. A -3911, W/ FACTORY - INSTALLED ANCHORS. - 2' -3" 2' -6 "' O PROTECTION BAR. A-1565, BAR END ANCHORS, A -1577. 4" 5 '. S 4 n 00 r' #4 ®12' O.C. 8" 3' -5" SECTION B -B APPROVED BY CITY ENGINEER GATE - - cmy®r CATCH BASIN REVISIONS BY APP DATE � � EXTENDED SIDE OPENING Redraum. To d4D RMH MDW 1-95 WITH GRATE(S) OB'Sl /1 May 95 Edition. 3370 11 O PROTECTION BAR SUPPORT BOLTS, A -1574, SPACED 21" APART. 6' O STEPS ARE REQUIRED WHEN DEPTH EXCEEDS '4 FT.. AND SHALL STEEL REINFORCED POLYPROPYLENE, M =A INDUSTRIES '' 7OBE PS2 -PFS, OR EOUAL `'4 ' #4 ® 12" O.C. FOR GRATE, FRAME. AND MULTIPLE -GRATE SUPPORT DETAILS, SEE f: ENGINEER STANDARD NO.3340. OCONCREIE SHALL BE REINFORCING OPl D NO LESSDTTHHAN 2' IN REST OF STRUCTURE OUTLET PIPE '10 O FLOOR OF BASIN AND EXTENDED OPENING, TO BE SMOOTH, AND SHALL SLOPE 1' PER FOOT TOWARD OUTLET. OTOP OF CATCH BASIN SHALL SLOPE 1/4' PER FOOT TOWARD OUTLET. O9 CONCRETE SHALL BE CLASS- B. 10 INLET AND OUTLET PIPE(S) MAY BE PLACED IN ANY WALL. 11 GUTTER CONSTRUCTION ADJACENT TO EXISTING A.C. PAVING. SHALL INCLUDE SAWCUTTING.. REMOVAL, AND REPLACEMENT OF A.C. PAVING IS* MINIMUM FROM EDGE. OF NEW GUTTER. APPROVED BY CITY ENGINEER GATE - - cmy®r CATCH BASIN REVISIONS BY APP DATE � � EXTENDED SIDE OPENING Redraum. To d4D RMH MDW 1-95 WITH GRATE(S) OB'Sl /1 May 95 Edition. 3370 J 4' TRANSITION BACK OF SIDEWALK PARALLEL TO STREET GRADE i CURB ONLY) C 9 TRAN TRANSITION ONLY) i D I NO LOCAL DEPRESSION SIDEWALK, WIDTH VARIES ELEVATION 1 4 5 3.5: 6 NOTES: (See "FACE PLATE" detail above) ..T 1 " LIP I; .+ 7 1/2 .. ow =� i O1 Inlet shall be paved swale, rectangular 6" conduit, or pipes. Maximum inlet diam./ 6" height shall be 4 inches unless reduced with manifold or junction .box. A junction T— CLASS 3 AGG. BASE, TYP. box shall have access /cleanout. Inlet type shall have approval of City Engineer. SECTION A —A Q2 1/2" radius at end of channel each \. \ 1 45' MI N:, I side of inlet. 12^ \\ \6D' MAX. .1 O3 Underdrain shall not be closer than 5 feet SIDEWALK, from driveway or curb return. i FACE PLATE DETAIL 48" MAX' MIN. ® #4 rebar ® 9 "o.c., both ways. All other AN GUTTER rebar #4 @ 18 "o.c., both ways. 9 —� GUTTER PLAN VIEW Concrete shall be Class B. VARIES (DEPENDS 4' TRANSITION (6" CURB ONLY) Face Plate: 3 "x3 "x1/4`' L,. galvanized ON ANGLE) NORMAL with welded -on hook anchors @ 1.2 o.c. VARIES NORMAL CURB HGT. 6" OR 8" 24" MIN., 48" MAX CURB HGT. 6" OR 8" TRANSITION AT CURB FACE Channel slope: shall be no less than 2% SECTION B —B (6" CURB ONLY) and shall be parallel with sidewalk surface. 3 i D I NO LOCAL DEPRESSION SIDEWALK, WIDTH VARIES ELEVATION 1 4 5 3.5: 6 NOTES: (See "FACE PLATE" detail above) ..T 1 " LIP I; .+ 7 1/2 .. ow =� i O1 Inlet shall be paved swale, rectangular 6" conduit, or pipes. Maximum inlet diam./ 6" height shall be 4 inches unless reduced with manifold or junction .box. A junction T— CLASS 3 AGG. BASE, TYP. box shall have access /cleanout. Inlet type shall have approval of City Engineer. SECTION A —A Q2 1/2" radius at end of channel each APPROVED BY CITY ENGINEER DATE CFW Of REVISIONS BY I APP I DATES SM SIDEWALK LINDERDRAIN Entire Std. revised. MDW "JWH 1 -91 �� US CONCRETE OBISM mn„ QS F ;,; 3410 side of inlet. 12^ 6„ WIDTH VARIES 6^ 12° O3 Underdrain shall not be closer than 5 feet 24" MIN., " from driveway or curb return. MIN. 48" MAX' MIN. ® #4 rebar ® 9 "o.c., both ways. All other rebar #4 @ 18 "o.c., both ways. Concrete shall be Class B. Face Plate: 3 "x3 "x1/4`' L,. galvanized with welded -on hook anchors @ 1.2 o.c. O7 Channel slope: shall be no less than 2% SECTION B —B and shall be parallel with sidewalk surface. APPROVED BY CITY ENGINEER DATE CFW Of REVISIONS BY I APP I DATES SM SIDEWALK LINDERDRAIN Entire Std. revised. MDW "JWH 1 -91 �� US CONCRETE OBISM mn„ QS F ;,; 3410 i i i r 1 4 I � 90' MAX. 60' MIN. a Co i tc I 3 r I i ® 4— LB SIDEWALK WIDTH VARIES 12" 1/2- LIP � (7� SECTI ❑N A -A 12 2" MIN. ALL AROUND SECTI ❑N C -C 18" MIN. 2" MIN. SECTI ❑N B -B CLASS 3 AGG. BASE Olnlet shall be ,paved Swale, rectangular conduit or pipe(s). Max. inlet diam. /height shall be curb height minus 2 inches. Inlet conduits larger than 4" diam. /height must be reduced with a manifold or junction box. A junction box shall have access /cleanout. Inlet shall be approved by the City Engineer. O2 Underdrain shall not be closer than 5 feet to a driveway or curb return. Q3 Rectongular cast iron pipe — ALHAMBRA A -470, or approved equal. ®Cast iron pipe — 3" max. diam.(6" curb) — 4" max. diam.(8" curb) g#4 Rebar ® 12" O.C. ®Concrete shell be Class B. Q7 Channel slope shall be no less than 29b, and shall be parallel with sidewalk surface. B@Multiple drains shall have 6" min. clearance, with max. of 3 drains per 10' of sidewalk. Drains shall not extend beyond curb face into gutter.. APPROVED BY CfrY ENGINEER DATE m Or REVISIONS BY APP DATE SM SIDEWALK UNDE,RDRAIN Redravm. To CAD RMH MOW 1 -95 soma L+U��1/�S� WITH PIPE S iT Ext. Beyond Sidewalk RYH MD 3 -95 (M, �c°w May 95 Edition 3415 W Curb Lm� � T 0 Face _�. r- a+ D �% w1 m o PLAN M N To match Sidewalk width varies -T12" 2 6" curb height 7 1/2" lip u u w u u w u u u u �I �I F Flow 0 I L°J Inlet OO Q o 0 00 °0 0 �o 0 oaClass 3 0g& o8ase� . 0 6" o 0 0 0 8 '1 ALTERNATE METHOD SECTION A —A NOTES: O1 Inlet shall be paved swale, rectangular conduit, or pipe(s). Max. inlet diameter /height shall be 12" 8 curb height minus 2 inches. A junction box min. 9 shall have access /cleanout. Inlet type shall have approval of City Engineer. Frame and covers: NEENAH R -4990, type D, .. .. .fit. •. f"' soild top with PERMA —GRIP surface, or approved ° o equal. When underdrain is located in Mission ° 000 Q o o tile sidewalk, covers shall be coated with epoxy 0 0 paint colored to match sidewalk color. �a 0 0 0 Q Cover length shall maintain a cover weight of o 0° 0 at least 100 Ibs each. ® Underdroin shall not be closer than 5 feet from 6" 10 6" driveway or curb return. Q1/2" radius at end of channel, each side of outlet. SECTION B —B © Frame end piece, required for alternate method. O7 Channel slope shall be no less than 2% and shall be parallel with sidewalk surface. ® #4 rebor @ 12" o.c., both ways. OConcrete shall be Class B. 10 Channel width varies, 18" min. and 36" max. APPROVED BY CITY ENGINEER DATE m Or M SIDEWALK UNDERDRAIN REVISIONS 9Y APP DATE Amman � lws WITH COVER PLATES Est. Beyond Sidewalk RMH NDW s -ss 01131W. 3420 Ma 95 Edition SECTION A A NTS SECTION B - B NTS DIMENSIONS PIPE DIAM. 36° 42° 48" 54" AND GREATER B 20" 14" g° EQUALS PIPE WALL THICKNESS E 32" 38" 44" 48" MANHOLE FRAME Qt COVER STEPS SHALL BE INCLUDED IF MANHOLE DEPTH EXCEEDS 4 FT., STEPS SHALL BE STEEL— REINFORCED �POLYPROPYLENE. M –A CONCRETE COLLAR 10', USE SBF =1900 - © IN MANHOLES WITH LATERAL CONNECTIONS THE STEPS SHALL ' FLUSH W/ COVER BE PLACED IN THE WALL WITH NO LATERALS, OR THE WALL WITH g THE LEAST DIAMETER, LATERAL, SUCH THAT A CONTINUOUS VERTICAL ALIGNMENT OF STEPS MAY BE ACHIEVED. B !�7 COLLAR AND BASE, ARE TO BE CONSTRUCTED OF CLASS "A" P.C.C. © PROVIDE P.C.C. FILLETS AS NEEDED TO SUPPORT MANHOLE POURED IN PLACE -- SHAFT, 4 EACH. NTS 9O #4 BAR ® 12" O.C. EA. WAY, 3" CLR. TYP. " ° Of °7 O - N STORM DRAIN MANHOLE REVISIONS BY APP DATE P.C.C. COLLAR LUIS OB1W 3 6 " FIFE & LARGER Ma . 95 Edition._ _ _ _ _ 3510 -Re-m, -To CAD "H MDW , -ss Eliminate Cady. Steps RMH I MDW. 2 -95 - - -_ ADJUSTING RINGS AS REQUIRED 4T— t w in E�- PROVIDE KEYED BASE FOR PRECAST RISER SECTION. 5 48" 48- - a m_ 8" z �. 4 I I a '� FLOW 36° ry 9 — L - - - - -- — J N g \ LINE B SECTION A A NTS SECTION B - B NTS DIMENSIONS PIPE DIAM. 36° 42° 48" 54" AND GREATER B 20" 14" g° EQUALS PIPE WALL THICKNESS E 32" 38" 44" 48" i T\' NOTES: A A 1D PRECAST PIPE, ADJUSTING RINGS, AND TAPERED SECTIONS SHALL 'C I I I ai I 2O BE CONSTRUCTED AS PER A.S.T.M. =476, USING TYPE II CEMENT. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. O3 MANHOLE INTERIORS SHALL HAVE A SMOOTH TROWELLED SURFACE. I ® FOR R.C.P. CUT AND BEND REBAR INTO CAST –IN –PLACE CONCRETE. \ Q STEPS SHALL BE INCLUDED IF MANHOLE DEPTH EXCEEDS 4 FT., STEPS SHALL BE STEEL— REINFORCED �POLYPROPYLENE. M –A L INDUSTRIES PS2 –PFS, OR EQUAL. - © IN MANHOLES WITH LATERAL CONNECTIONS THE STEPS SHALL ' BE PLACED IN THE WALL WITH NO LATERALS, OR THE WALL WITH g THE LEAST DIAMETER, LATERAL, SUCH THAT A CONTINUOUS VERTICAL ALIGNMENT OF STEPS MAY BE ACHIEVED. B !�7 COLLAR AND BASE, ARE TO BE CONSTRUCTED OF CLASS "A" P.C.C. © PROVIDE P.C.C. FILLETS AS NEEDED TO SUPPORT MANHOLE PLAN SHAFT, 4 EACH. NTS 9O #4 BAR ® 12" O.C. EA. WAY, 3" CLR. TYP. APPROVED BY CITY-ENGINEER DATE Of °7 O - STORM DRAIN MANHOLE REVISIONS BY APP DATE �� LUIS OB1W 3 6 " FIFE & LARGER Ma . 95 Edition._ _ _ _ _ 3510 -Re-m, -To CAD "H MDW , -ss Eliminate Cady. Steps RMH I MDW. 2 -95 n SECTION A -A SECTI ❑N B -B APPROVED BY CITY ENGINEER DATE cmy Or REVISIONS BY APP DATE � Shc'1 STORM DRAIN MANHOLE Rearavm ro can x�tH amw 1 -95 ��1ws 18 TO 36" PIPE ()B'S �' Mcy 95 Edition 3520 Q1 MANHOLE COVER AND FRAME SHALL BE PHOENIX P -1090, S.B. FOUNDRIES 1900, OR EQUAL, LETTERED "STORM SEWER ". $ (2 ) COLLAR SHALL BE CLASS A P.C.C., TROWELLED TO STREET 1 GRADE, AND ALLOWED TO CURE 48 HOURS PRIOR TO FULL TRAFFIC USE. —aF Q3 ADJUSTING RINGS AS NEEDED, GROUTED ON THE INSIDE. STEPS, REQUIRED WHEN DEPTH EXCEEDS 4 FT., SHALL BE / I \ STEEL- REINFORCED POLYPROPYLENE STEP PER ASTM C -478, _ —� MA INDUSTRIES PS- 2 -PFS, OR EQUAL A A Q PRECAST SHAFT(S) AND ECCENTRIC CONE PER ASTM C -478. r STRAIGHT SIDE OF CONE SHALL BE POSITIONED OVER MANHOLE INLET. CONCENTRIC CONE MAY BE USED ONLY WITH WRITTEN APPROVAL OF CITY ENGINEER. JOINTS SHALL BE SET WITH BUTYL RUBBER SEALANT — �-7 of (RUB'R —NEK). • Q7 MANHOLE BASE SHALL BE CLASS A P.C.C., AND REST ON \ UNDISTURBED MATERIAL. BOTTOM SHAFT SHALL BE WET —SET OR SET IN FORMED GROVE. Q PIPE SHALL BE LAID THROUGH MANHOLE, AND TOP PORTION REMOVED AFTER BASE IS POURED. TROUGH SHALL HAVE STEEL — TROWEL FINISH, VERTICAL SIDES, ROUNDED CORNERS. $ TOP SURFACE SHALL HAVE 1" PER FOOT SLOPE TOWARD TROUGH. PLAN O #4 ® 18" D.C. ® #4 x 48" (2 TOTAL) 1Q #4 x 60" (8 TOTAL) APPROVED BY CITY ENGINEER DATE cmy Or REVISIONS BY APP DATE � Shc'1 STORM DRAIN MANHOLE Rearavm ro can x�tH amw 1 -95 ��1ws 18 TO 36" PIPE ()B'S �' Mcy 95 Edition 3520 i D , dl +(d2•Cos'6) Sine / i I I I cad i DI 1 I ' I I NIa I I a� I � I i I � i I I • \ I T N I I dI- (d2•Cos 8) 03 Sin A I I 02+(di•Cos 8) A (di Cos 9 N D2- Sin 8 0q Sin 8 EXAMPLE: 8 = 600 dl = 35' 35 • Cos 6 = 17.5000 d2 = 45' 45 • Cos 6 = 22.5000 dl +(d2 Cos 6) D _ 35 +. (45•Cos 6) 35 + 22.5000 57.5000 = 1 Sin 6 Sin 6 Sin 9 Sin 9 66.40' d2 +(dl Cos 9) 45 + (35-Cos 9) 45 + 17.5000 62.5000 D2 Sin 0 Sin 6 Sin 6 Sin 6 - 72.17' dl- (d2-Cos 9) 35 - (45`Cos 9) 35 - 22.5000 12.5000 = D3 Sin 6 Sin 6 Sin 6 Sin 6 14.43' D _ d2- (dI-Cos 9) _ 45 - (35•Cos 6) = 45 - 17.5000 27.5000 = 31.75' 4 Sin 6 Sin 9 Sin 9 Sin 6 NOTE: Always use ( +) sign when calculations is in the acute angle (as 9) of intersection and "( -) sign when in obtuse angle. CITY ENGINEER DATE BY 95 CURB RETURN FORMULAE R= 1/4" 5 —sack Class B PCC, 4" max. slump — —III (2)— 18" long #4 bars at expansion joints GENERAL NOTES: A. This section to be used only for parking lots or as approved by the City Engineer. B. When curb is placed adjacent to existing or future irrigated land- scape area, PCC shall extend down as shown for moisture bar- rier. Any alternate moisture bar- rier shall be approved by City. C. When curb is not located as in Note B, depth may be reduced. D. Expansion joints shall be placed at corners, BC's & EC's, and at 40' max. spacing. 6" — 1 1/2" R= 3/4" 6" or 8" D D Pavement 6.. o. Dp D .. D. p e D 8" min. See Note C c D g. 1 o. D J> 4 o . 8" min. Class 3 aggregate base 6" min depth, unless otherwise noted. APPROVED BY CRY ENGINEER DATE I�M/ Or REVISIONS BY APP DATE i_A �S CURB Add Note D. RMH XDW 1 -95 — Vitus (B S Mov 95 Edition 4020 1 25 1/2" 1 1/2" SLOPE 1/4" PER FT. ---a" EN R =1/4" D R =3/4" D .. 12" 5 -SACK PC CONC., e D 4 MAX. SLUMP D D 6 ^ 4" SLICK LINE_ WHERE GRADE. p p IS LESS THAN 1 % P ' 'e iI > e .^ OO 0 II I I I O 0 CLASS 3 AGGREGATE BASE, 6" MIN. DEPTH UNLESS OTHERWISE NOTED. NOTE: L I -I O OQ O O�V O ALL DIMENSIONS —III- 0� ARE FULL. SEE :III -I _� 0 111— = III —III- I I_ CITY STD. #4 „D. _I I I -I I I- III -III 1-11 -I- ICI —II, 6 CURB 25 1/2” �1 1/2" 6' SLOPE 1/4" PER FT. R =3/4" R =1/4 D D 5 -SACK PC CONC., 4" MAX. SLUMP - ul 1 1/2" 6" 2" 6„ R�IR =3/4" = 1/4 " 1 1/2" c e' 6" SLICK LINE WHERE GRADE IS LESS THAN 1% .� 2" I I v - v O 0 O II CLASS 3 AGGREGATE BASE, 6" MIN.O � UNLESS OTHERWISE NOTED. _ NOTE: 11-11 -III- -DEPTH O OQ O� O�� O —III • —I ALL DIMENSIONS - O O I_ -1 _ 1 -1 I_I -1_I ARE FULL.. SEE =III —I CITY STD. #4110. - III -I I —III — III I I i I— ' -I = CURB APPROVED BY CITY ENGINEER DATE city 0 REVISIONS BY I APP DATE Via= CURB 1&, 18 " GUTTER �1 ®06,LWQS 4030 lMay 95 Edition 31 1/2" 1 1/2- 6" SLOPE 1/4" PER FT. R =3/4" R =1/4" 0.. D R - 3 4 4 " 6.. SACK PCC. / y 4" MAX.SLUMP p 2^ 12" p p D NOTE: G D D 6 ALL DIMENSIONS ARE FULL. SEE 4" SLICK LINE WHERE GRADE D CITY STD. #4110. p p IS LESS THAN 1% P ' o OC-b -III - Fkj 0 CLASS 3 AGGREGATE BASE, 6" MIN. 0 -DEPTH UNLESS OTHERWISE NOTED 0 a I —I 11 =I I I -I III = 11= I I- —1 I I -1 11= 1 1/2- 31 1/2" 6" SLOPE 1/4" PER FT. R =3/4" R =1/4 "---------- D' p 5 -SACK PCC. 4" MAX.SLUMP NOTE: 8" R -3/4„ 14" Q,. n 6" CURB ALL DIMENSIONS p. 4" SLICK THAN WHERE, GRADE ARE FULL. SEE o, IS LESS THAN 17 CITY STD. #4110. _I n D 0 00 O °C 0 j 6 p CLASS 3 AGGREGATE BASE, 6" MIN. DEPTH UNLESS OTHERWISE NOTED (� moo$ 0� Q UI � I� I 1 II I -1 11 =1 I I- I I 8" CURB 2" O Oho 2 3/4" APPROVED BY CITY ENGINEER DATE MY or REVISIONS BY APP DATE A man a Ma C U R B & 24" GUTTER OBW May 95 Edition 4040 1 Vari 7 —0" min. SLOPE 1/4" PER FOOT �• CLASS "3" AGGREGATE BASE 4" MIN. DEPTH. DETACHED SIDEWALK 6' -0" min. SLOPE 114" oco cnrcr .. nvvnw -- w 4" MIN. DEPTH. Variable SEE ENGRG. STDS. Nos. 4030 & 4040 4, on 6" o oo o„ SEE ENGRG. SIDS. Nos. 4030 & 4040 INTEGRAL SIDEWALK INTEGRAL SIDEWALK IS THE CITY STANDARD. DETACHED SIDEWALK SHALL NOT BE USED WITHOUT APPROVAL OF CITY ENGINNER. O1 CONCRETE: 5 sack P.C. Concrete, 2" min. 4" max. slump. O2 FINISH: P.C.C. sidewalk shall be given a broom finish. O3 SEALING & CURING: A pigmented sealing and curing compound shall be used in accordance with the provisions of the Department of Transportation Standards Specifications. ® DOWELS: 1/2" smooth bar dowels, 18" long at 24" O.C. at expansion joints and cold joints, to be greased or sleeved on one end. O EXPANSION JOINTS: 1/4" expansion material shall be placed at driveways and B.C.Rs. O WEAKENED PLANE JOINTS: Plastic pulltop quickjoint strips or approved equal shall be spaced at 20' O.C. and 1 1/2" deep. O7 FOR ADDING SIDEWALK TO EXIST. CURB: #4x6" dowels shall be drilled in back of curb at 24" O.C. ® GUTTER CONSTRUCTION adjacent to existing A.C. paving shall include sawcutting, removal, & replacement of paving 18" min. from new edge of gutter, 2" thicker than existing, 5" minimum. APPROVED BY CITY ENGINEER DATE CMY OF REVISIONS BY APP DATE Sd>n SIDEWALK fteatravlt To CAD RMH f][1 ss S INTEGRAL & DETACHED Add Boxed Note RMH 95 �I Ma y 95 Edition 4110 A n BACK OF WALK R CURB FACE V V I\ V I I l V V R 10' MIN. "R" VARIES WITH SIDEWALK WIDTH AND PARKWAY WIDTH. RADIUS POINT IS THE INTERSECTION OF 1 PROLONGATION OF THE PROPERTY LINE V THE BACK OF CURB. R 10' MIN. APPROVED BY CITY ENGINEER DATE MY Or REVISIONS BY APP DATE sm SIDEWALK TRANSITION �� 1LUS INTEGRAL TO DETACHED ()B'SM Mav 95 Edition 4120 I I 1 1 t 1 1 1 4' DETACHED TO 6' INTEGRAL 4' INTEGRAL TO 6' INTEGRAL 4' DETACHED TO 4' INTEGRAL 4' DETACHED TO 4' DETACHED Inflow; Expansion joints shall be at BCR's. 'R' varies with sidewalk width and parkway width. Sea Engrg. Stds. 4440 & 4441 for required handicapped ramp. FOR COMMERCIAL DISTRICT APPROVED BY CITY ENGINEER DATE m or REVISIONS BY m. APP DATE "n SIDEWALK RETURN Redrau To Can RdfH �D , _95 �Ir lUls TRANSITIONS OBI May 95 Edition 4130 nmimuluuuuu C lYe: . 4 i• PLAN Agg. base, Class 3 SECTION A -A 3 to 4 SECTION B -B tO NOTES Concrete to have "salt— finish" and to be colored(DAVIS 10 Expansion joints to be placed at each row of transverse Adobe #5964). P.C.C. shall be class B. tile and to extend through curb and gutter. O2 Center transverse tile to be trimmed to adjust for width. 11 Spacing of rows of transverse tile to be determined by ( Tile to be KRAFTILE, Old Mission hard— fired, "x11 "x11 ". City. Niles Red, 9/16 5/8 5/8 1© Row of tile at back of sidewalk shall be positioned to allow for variable sidewalk width and to maintain a ®Tile to' be set in colored mortar bed, to match concrete. straight line, within any block. OS Surface of sidewalk to slope 1/4 "per ft. toward curb. 13 For curb and gutter, see std. #4030 © For driveways increase thicknesses to: Agg. base -6 ", 14 No tile shall be set in mortar prior to approval of tile Concrete -6 ". color by City Engineer. O6 "x6" 10/10 Wire mesh. 15 Tiles shall be trimmed or arranged to allow mortar joints ® Rebar, �3 ®24 "O.C.,12 "long, curb end bent 4 "x90 ". to coincide with expansion joints, tree wells, etc. 16 See ENGRG. STD. No. 1030 for further requirements. O9 Smooth steel dowels, �4 ®24 "O.C., 18 "long, to be sleeved or greased. APPROVED BY CITY ENGINEER DATE I U YOi- MISSION TILE REVISIONS BY I APP DATE 'V,lr, SIDEWALK Redrawn To CAD RMH MDW 1 -95 ILUS� TYPE 1 OB�"r' � May 95 Edition 4210 1 1 i 1 1 1 1 1 t 1 • ` P •. .. C •.C•. d~ .. ..: '+ �. • . '. A A. .' .. . • . ... • 4v d: i •..i. .. ..i '• •. •: d' A P. .. 2 A g .. 3 , . '; A Y PLAN Varies 5 10 Agg. base, N SECTION A —A class 3 13' 7 11 4 3 2 SECTION C —C SECTION B —B SECTION D —D NOTE OConcrete shall have a salt — finish and shall be colored ® Rebor, jj3 024 "O.C.,12 °long, curb end bent 4'x90'. (DAVIS Adobe jj5964). P.C.C. shall be Gloss B. O9 Smooth steel dowels, #4024'O.C., 18'long, to be O2 Expansion joints shall be placed at approximately 20 ft_ sleeved or greased. intervals and extend through the curb and gutter. OTle to be KRAFTILE, Old Mission hard— fired, 13 For curb and gutter, see std.#4030 Niles Red, 9/16 "x11 5/8 "x11 5/8'. 14 No tile shall be set in mortar prior to approval of tile O4 Tile shall be set in colored mortar bed, to match color by City Engineer. Concrete. 15 Tiles shall be trimmed or arranged to allow mortar joints to coincide with expansion joints, tree wells, etc. OS Surface of sidewalk to slope 1 /4'per ft. toward curb. 16 See ENGINEERING STANDARD No. 1030 for further © For driveways increase thicknesses to: Agg. base -6', Concrete -6 requirements. OWire mesh, 6'x6', 10/10 ga. APPROVED BY CITY ENGINEER DATE city or MISSION TILE REVISIONS BY APP DATE Mal_�ssM SIDEWALK Redraum To CAD RMH MDIF 1 -95 ! LWS TYPE 2 OBISMIMay 95 Edition 4220 1 /a" CLR.- ALL AROUND PLAN SECTION A —A MIN. SECTION B —B r� nnm_ SPACERS 1" 1/2" N COVER IMPRINT n 1O Length (L) and width (W) to be determined by existing vault or application. If necessary, multiple covers (per vault) may be used. Cover size will determine cover thickness, angle iron size, rebar type, and number of lift holes. COVER SIZE — 0 to 300 so. in. (L x W Thickness — 1 1/2 in. Angle iron — 1 1 /2x1 1/2x1/2 & 2x2x1/4 Rebar — #3 Bar at 6" to 8" o.c. or 6 "x6" 3/3 ga. wire mesh Lifthole(s) — 2 per cover COVER SIZE — 300 to 500 so. in. (L x W) Thickness — 2 in. Angle iron — 2x2x1/4 & 2 1/2x2 1/2x1/4 Rebar — #3 Bar at 6" to 8" o.c. Lifthole(s) — 2 per cover Length (L) of multiple covers shall not exceed 30" and individual cover weight shall not exceed 100 lbs. Long bars shall be placed under short bars in multiple covers. Cover shall contain no less than 2 short bars. Rebar, or wire mesh, shall be welded to frame and to each other. 20 Covers shall have lifthole(s). Lifthole s) shall be located at center of cover short dimension (W) and at 4" from end of cover long dimension W. Lifthole shall be offset to avoid conflict with long bar (as shown) if necessary. 3O Frames shall be welded at each comer and adjusted, if necessary, to provide a flush, firm fit against each other prior to installation. Spacers (1"x1 "xt /4' shall be welded to outer frame at 10 o.c. max. Multiple covers need only one outer frame. ® #3 rebar, 3" long, shall be welded to outer frame at each comer and along each side at 12" to 15" o.c. QCover shall be filled with P.C.C., Class B, and colored with DAVIS Adobe #5964 and given a salt finish to match sidewalk. If cover encroaches on tile row, tile shall be inlaid to match tile row. © Existing vault shall be lowered or trimmed to fit flush with frame. 7Q Cover shall be imprinted as to utility type as follows: "GAS ", "PGE ", 'TEL" etc. Imprint shall be no less than 3/16" deep, shall be clear and distinct, and shall be located near center of cover, parallel to short dimension. Imprinting stamps may be obtained for this purpose from City Engineer. O Length (L) and width (W) of cover shall be such that vault opening is not decreased and original vault cover may be retained. 9Q THIS COVER SHALL NOT BE USED IN DRIVEWAYS, FOR WATER METERS, OR SEWER CLEANOUTS. APPROVED BY CITY ENGINEER GATE MOr UTILITY COVER REVISIONS BY APP DATE �Sd11 j *�� � LEIS MISSION TILE SIDEWALK Redraaum To CAD RMH MDW 1 -95 Add Note 9 RMH I MDW 4 -95 OBIISPO May 95 Edition 4230 1 1 1 1 1 1 'n v n �w oa nw J � N (.� 0 Z 6 _3 o0 bo Cr N � Y w c� �.�L..y� Ll '4' .�. •. 1/2' CAMFER ON ALL EDGES & TOP END. HANDRAILING - 2'x4" REDWOOD, CLEAR HEART. DADO OUT FOR TOP RAIL. TOP RAIL - 1/2 "x2" STEEL BRACKET - SEE rE I---' rI{V�mcl —gyp STEEL BAR POST - 60x6' REDWOOD, CLEAR HEART S4S, KILN - DRIED. DRILL FOR PIPE BOTTOM RAIL - 1/2 "x2" 0 -75% SLOPE SLOPE NOTE: PICKETS, RAILS, AND BRACKETS SHALL BE 0 -36 STEEL 4' TYP. - BRACKET - SEE - GALV. STEEL PIPE, 1 1/2" DIAM. 777 —�—� CUT TO M CONNECTION SECTION A -A REBAR, WELDED PIPE 2x4 HANDRAILING HARDWARE UPPER EDGES SHALL O LAG SCREW - 1/4'x1 1/2 ", HEX BE ROUNDED TOP RAIL O BOLT - 1/2 "x1 1/4" 3O tO LAG SCREWS, 1 EA. AT BOLT - 1/2'x7' 24" O.C. STAGGERED O4 LAG SCREW - 3/8 'x3' (PRE DRILL) NOTES: HANDRAILING FA REDWOOD POSTS AND HANDRAILING SHALL BE FREE OF SPLITS AND SPLINTERS, SANDED SMOOTH, AND STAINED WITH 2 COATS OF OLYMPIC SEMI - TRANSPARENT STAIN #708. Q B RAILING MAY BE STEPPED ON SLOPES OF 10% OR LESS BUT MUST BE PARALLEL TO STEEPER SLOPES. © ALL WELDS SHALL BE FREE OF SLAG AND WIRE BRUSHED, ALL EDGES AND CORNERS OF PICKETS, RAILS, AND BRACKETS SHALL BE GROUND SMOOTH, AND ASSEMBLY SHALL BE SAND BLASTED AND PRIMED WITH A SHOP- APPUED PRIMER (SUCH AS RUSTOLEUM DAMP -PROOF PRIMER) AND THEN SHALL BE GIVEN TWO (2) COATS OF SHOP- APPUED SEMI -GLOSS BLACK ENAMEL ❑ D EACH BOLTED CONNECTION SHALL HAVE A BOLT, NUT, AND LOCK WASHER. ALL FASTENERS SHALL HAVE A BLACK FINISH AND MEET ASTM A307 STANDARDS. E❑ BRACKETS SHALL BE FABRICATED As SHOWN AND HAVE AN OBLONG HOLE ON ONE ARM (FOR FIELD ADJUSTMENT). BRACKET ARM LENGTH & ANGLES MAY VARY DEPENDING ON SLOPE. BRACKETS SHALL BE ARRANGED TO MINIMIZE USE OF LONG BOLTS, AND TOP RAIL BRACKETS SHALL ONLY POINT DOWN. LAG SCREWS SHALL BE USED IF BRACKET ARM LENGTH EXCEEDS 5 INCHES. FF AT ENDS AND CORNERS USE LARGE WASHER AND NUT, COUNTERSINK, PLUG, AND FINISH TO MATCH. 1 BRACKET APPROVED BY CITY ENGINEER DATE MSr MISSION STYLE RAILING REVISIONS BY APP DATE tWS (HAND RAIL & GUARD RAIL) Misc. minor changes XDW I JWH 8 -88 cwt Redraws To CAD RMH MDW 1 -95 OBIMO May 95 Edition 4240 Q- -- ECR II I 1 1/2" Longitudinal bars, #4 0 22" o.c. Spandrel bars, #4 0 22 "o.c. each way Tronverse bars, #4 ® 48" O.C. ►B B 0.3% minimum grad< PLAN 18" Variable ai 6" Class 3 Agg. base SECTION A -A (UPHILL SIDE) 3' 3' 18" r f 4 1 2" er ft�" oq .eo" 6" Class 3 Agg. base SECTION B -B 3' 1 , 18" 1= 3" typ. ECR — — — r4w R d C O1 Standard expansion joint, see note O2 If curb return radius is 20 ft. or larger, spandrels shall have extra expansion joints at locations to be determined by the City Engineer. Rebor shall be cut and dowels installed per note 1I3 . Q3 All expansion joints shall have 18" smooth dowels ® 22" o.c., wrapped or greased. ® All flowlines shall have on 8" wide steel - trowel finish. O All P.C.C. shall be Class A, including curb. © All gutter construction adjacent to existing A.C. paving shall include sawcutting, removal, and replacement of A.C. paving for a width of 18" minimum from gutter, 2" thicker than existing, 5" minimum. THIS CROSS GUTTER SHALL BE USED WHERE TRAFFIC WOULD NORMALLY STOP OR YIELD APPROVED BY CITY ENGINEER DATE mor REVISIONS BY I APP DATE MAN US CROSS GUTTER Redrawn To CAD RMH AfDW 1 -95 OBISM May 95 Edition 43101 i n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 Longitudinal bars, #4 0 22" o.c. 1 6__�t ECR Spandrel bars, #4 O 22" each way — — — — 2 Tronverse bars, #4 ® 48" o.c. R B - 2 MIi . 9-1 0.7 Rad. 0.7 Rod. A 1 B 3 "typ• 1 C PLAN Finis Sur" of concrete - - - - - - 7 — — — — — — — — — — — — — — — — — — — — — — — — CFlOW line thru cross gutter, 0.39: minimum grade Zf SLOT PROFILE Varies 3' Voris, 6" Class 3 Agg. base SECTION A —A (UPHILL SIDE) 18- 3' 3' er 6" Class 3 Agg. base SECTION B —B 1 1/2" 18" Variable I 1 4" r 6- Class 3 Agg. base SECTION C —C (DOWNHILL SIDE) O1 Standard expansion joint, see note 18^ Q2 If curb return radius is 20 ft. or larger, spandrels shall have extra expansion joints 1° at locations to be determined by the City Engineer. Rebar shall be cut and dowels y 8" installed per note O3 . O3 All expansion joints shall have 18" smooth dowels ® 22" o.c., wrapped or greased. ® All flowlines shall have on 8" wide steel - trowel finish. 18" OS All P.C.C. shall be Class A, including curb. 1" © All gutter construction adjacent to existing 8^ A.C. paving shall include sawcutting, removal, and replacement of A.C. paving for a width of 18" minimum from gutter, 2" thicker than existing, 5" minimum. 2" SLOT DETAIL THIS CROSS GUTTER MAY BE USED ONLY WHERE TRAFFIC TRAVELS THRU WITHOUT STOPPING, AND ONLY WITH APPROVED BY CITY ENGINEER DATE MY or - - - - REVISIONS BY APP DATE Sd11 CROSS GUTTER Redrawn To can RMH MDW f -9s L1�IS SLOTTED IMO May 95 Edition 4320 4' -0" min. Varies sidewalk landing (See note 3) r 4" 1/2' max. ht. SECTION 4'i --°"� min. —I sidewalk Expansion or construction joint *THIS RAMP SHALL ONLY BE USED IN SPECIAL CIR- CUMSTANCES AND ONLY WITH CITY ENGINEER APPROVAL. Sidewalk Gutter grade ... 1 :. 'x 44 "(6 "curb 4' -0' min. 44 "(6 "curb 60 "(8 "curb) I I 60 "(8 "curb ELEVATION 6" 6" LTERNATE: Chord may be used with approval of City Engineer expansion or construction joint See note 7 � 1/4" GROOVING DETAIL NOTES 1 —Ramp location shall be at the middle of the curb return. 2 —Ramp width shall be a flat plane with no cross slope, a minimum of 4' wide at the rear and a minimum of 4' wide at the curb edge. Slope of ramp width shall be a straight grade from the top of the 1/2" lip at the gutter to the rear of the ramp. Slope of romp width shall not exceed 1" rise per 12" of run nor be less than 1" rise per 15" of run. Slope of ramp sides shall not exceed 1" rise per 8" of run. 3 —A sidewalk landing, a min. of 4' deep shall be provided at the rear of the ramp. Ramp and /or landing length may be varied with approval of City Engineer, but in no case shall the maximum allowable slope be exceeded. 4 —A 1/2" lip shall be provided at the gutter line with a tolerance of t1/8 ". The lip shall be beveled at angle of 45 degrees for the full ramp width, not including ramp side slopes. 5— Central and sideromps shall have a medium broom finish. 7 —The ramp shall have a 12" wide grooved border with 1/4" grooves at approx. 3/4" o.c. (see grooving detail) 8— Concrete shall be 5 sack, slump 2" min. to 4" max. 9— Dowels at expansion joints shall be 1/2" smooth bars, 18" long at 24" o.c. 10— Entire ramp from B.C. to E.C. shall be reinforced with rebar. Either #3 at 18" o.c. or #4 at 24" o.c. both ways. APPROVED BY CITY ENGINEER DATE I CrW of REVISIONS BY APP DATE M CORNER CURB RAMP Redraum To CAD "H MDW 1 -95 mm" b tws (ALTERNATE METHOD)* Add Slope Regvirments RMH XDfl 4 -95 vv'SM May 95 Edition 4440 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C Curb Height Varies, 5' min. 6 4" 4" Class 3 Agg. Base Exp. Joint 7 ?„ 0 0�0e SECTION AT CENTRAL RAMP Central Ramp, 4' Varies PLAN R Entire ramp & gutter from BC to EC shall be reinforced with rebar. Either #3 at 18" O.C. or #4 at 12 "O.C. bath ways. — 1/2" Lip, 45' Bevel P y" T Radial to curb face '`Retaining Curby �01P Exp. Joint 1�- Curb Face 12' max. to a grooved border. See note "J ". GENERAL NOTES: ELEVATION See notes A. Central ramp shall be a flat plane with 2% slope toward the street "J" & "K" and no more than 2% cross —slope parallel to the street. Central ramp shall be a minumum of 4' wide and have a 1/2" lip at the 1/4 "- gutter, beveled at 45' for the full width. B. Side ramps shall slope 2% toward the street and no more than 8.33% toward the central ramp (measured halfway between curb and retaining curb). C. Entire ramp shall have retaining curb along rear edge, flush with adjacent sidewalk, and following normal back —of— sidewalk grade. GROOVING DETAIL D. Ramp shall be located at center of curb return. (See note E.) E. This ramp design shall not be used without consideration for street grade and drainage. Due to unusual or difficult site conditions, the above requirements may be difficult or impossible to meet. Exceptions may be granted on on individual basis by the City Engineer. F. Central and side ramps shall have a medium broom finish. G. Concrete shall be Class B, 6—SACK, slump 2" minimum to 4" maximum. H. Ramp shall have expansion joints at locations shown. Dowels at expansion joints shall be 1/2" smooth bars, 18" long at 24" o.c., to be sleeved or greased. 1. Gutter construction adjacent to existing AC paving shall include sawcutting, removal and replacement of AC paving 18" min. from edge of gutter, 2" thicker than existing, 5" min. J. Sidewalk at top of each side ramp shall have a 12" wide grooved border with grooves 3/4" apart. (See Grooving Detail.) If distance to top of ramp exceeds 12', place an additional grooved border at 12' from bottom. K. Central ramp shall be grooved in a "herringbone" pattern when pedestrian crossings in two directions are permitted. Grooves shall be aligned parallel to the respective cross- walks and be 1 1/2" apart. APPROVED BY CrY ENGINEER DATE O REVISIONS BY APP DATE CORNER CURB RAMP Ada st (FOR 20 RADIUS & LARGER) Slope Requirynents RMH MDW 4 -95 �y�� Redrawn to ACRD JDL MDW 10 -93 01131MO+ mo 95 Edition 4441 L 4' -0 "min. Varies sidewalk landing(See note3) 1/2 0max. ht. OWL Class 3 aggregate base, 4 "min. depth unless_/ ' O otherwise specified, R min. =55, SE min. =25 —� F— 6' -0 "min. —{ SECTION a • c . sidewalk landing .14'.':'.:'..�E Gutter grade/ ELEVATION NOTES 1 —Ramp location shall be determined by City Engineer. See note 7 • 1 /4" GROOVING DETAIL 2 —Ramp width shall be a flat plane with no cross slope, a minimum of 4' wide at the rear and a minumum of 4' wide at the curb edge. Slope of romp width shall be a straight grade from the top of the 1/2 "lip, at the gutter, to the rear of the ramp. Slope of ramp width shall not exceed 1 "rise per 12 "at run, nor be less than 1 "rise per 15 "of run. Slope of ramp sides shall not exceed 1 "rise per 8 "of run. 3 —A sidewalk landing, a min. of 4'deep, shall be provided at the rear of the ramp. Ramp and /or landing length may be varied with approval of City Engineer, but in no case shall the maximum allowable slope be exceeded. 4 —A 1/2 "lip shall be provided at the gutter line with a tolerance of t1 /8 ". The lip shall be beveled at 45 degrees for the full ramp width, not including ramp side slopes. 5— Concrete shall be 5 —sack, slump 2 "min. to 4-max. 6— Dowels at expansion joints shall be 1/2 "smooth bars 18 "long at 24"o.c., to be sleeved or greased. 7 —The ramp shall have a 12 "wide grooved border with 1/4 "grooves at approx. 3 /4 "o.c.(see grooving detail) 8— Gutter construction adjacent to existing A.C. Paving shall include sawcutting & removal of A.C. paving, 18 "min. from new edge of gutter. 9— Entire ramp shall be reinforced with rebar. Either #3 at 18 "O.C. or 'THIS RAMP SHALL ONLY BE USED y4 at 24"O.C. both ways. IN SPECIAL CIRCUMSTANCES, AND 10— Central and side ramps shall have a medium broom finish. ONLY WITH CITY ENGINEER APPROVAL APPROVED BY CITY ENGINEER DATE m or SM REVISIONS BY I APP I DATE Redravrrt To CAD RMH MDW 1 -95 � LUIS Add Slope Requirments RMH MDW 4 -95 OB1Sp0 MID -BLOCK CURB RAMP (ALTERNATE METHOD)* 95 Edition 4450 1 C • • .. . X = C ' Expansion or J"1 to v • —Expansion or onstruction • o6 u5 construction nt A C joint %max. • y d' PLAN 44" 6 "curb 4' -0" 44" 6 "curb Sidewalk 60 "(8 "curb) min. 60 "(8 "curb) , +•� � CURB FACE i Gutter grade/ ELEVATION NOTES 1 —Ramp location shall be determined by City Engineer. See note 7 • 1 /4" GROOVING DETAIL 2 —Ramp width shall be a flat plane with no cross slope, a minimum of 4' wide at the rear and a minumum of 4' wide at the curb edge. Slope of romp width shall be a straight grade from the top of the 1/2 "lip, at the gutter, to the rear of the ramp. Slope of ramp width shall not exceed 1 "rise per 12 "at run, nor be less than 1 "rise per 15 "of run. Slope of ramp sides shall not exceed 1 "rise per 8 "of run. 3 —A sidewalk landing, a min. of 4'deep, shall be provided at the rear of the ramp. Ramp and /or landing length may be varied with approval of City Engineer, but in no case shall the maximum allowable slope be exceeded. 4 —A 1/2 "lip shall be provided at the gutter line with a tolerance of t1 /8 ". The lip shall be beveled at 45 degrees for the full ramp width, not including ramp side slopes. 5— Concrete shall be 5 —sack, slump 2 "min. to 4-max. 6— Dowels at expansion joints shall be 1/2 "smooth bars 18 "long at 24"o.c., to be sleeved or greased. 7 —The ramp shall have a 12 "wide grooved border with 1/4 "grooves at approx. 3 /4 "o.c.(see grooving detail) 8— Gutter construction adjacent to existing A.C. Paving shall include sawcutting & removal of A.C. paving, 18 "min. from new edge of gutter. 9— Entire ramp shall be reinforced with rebar. Either #3 at 18 "O.C. or 'THIS RAMP SHALL ONLY BE USED y4 at 24"O.C. both ways. IN SPECIAL CIRCUMSTANCES, AND 10— Central and side ramps shall have a medium broom finish. ONLY WITH CITY ENGINEER APPROVAL APPROVED BY CITY ENGINEER DATE m or SM REVISIONS BY I APP I DATE Redravrrt To CAD RMH MDW 1 -95 � LUIS Add Slope Requirments RMH MDW 4 -95 OB1Sp0 MID -BLOCK CURB RAMP (ALTERNATE METHOD)* 95 Edition 4450 1 I 1 1 I 1 u Curb Height Varies —1/2"= 5' min. 6" 5 1 /2 "or 7 1/2" 1/2" Lip, 45' Bevel 4 44'1ass Agg. Base � SECTION AT CENTRAL RAMP Exp. Joint 12" Max. to A Exp. Joint Grooved Border ' ' • d• ...8.33% max.. d 8.33% max. ° 6.67% min. -•, ' . d �' 6 .67% min. ,. 2% ., • - • � ,. . • PLAN Curb Face 12 "1 Side Ram 4' Side Ram r12- Retaining Curb ELEVATION 3/4" 1/4• L 1 — Central ramp shall be a flat plane with 2% slope toward the street. and no more than 2% cross —slope parallel to the street. Central L d • A ramp shall be a minimun of 4' wide, and have a 1/2" lip at the �JJJ '- .. 1.f�•� gutter, beveled at 45' for the full width. •• 2 — Side romps shall be flat planes with 2% slope toward the street, and no more than 8.33% nor less than 6.67% toward the central ramp. GROOVING DETAIL 3 — Entire romp shall have retaining curb along rear edge, flush with adjacent sidewalk, and following normal back —of— sidewalk grade. 4 — Ramp location shall be determined by City Engineer. 5 — This romp design shall not be used without consideration for street grade and drainage. Due to unusual or difficult site conditions, the above requirements may be fifficult or impossible to meet. Exceptions may be granted of an individual basis by the City Engineer. 6 — Central and side ramps shall have a medium broom finish. 7 — Concrete shall be Class B, 5 —sack, slump 2" min. to 4" max. 8 — Ronp shall have expansion joints at locations shown. Dowels at expansion joints shall be 1/2" smooth bars, 18" long at 24" o.c., to be sleeved or greased. 9 — Gutter construction adjacent to existing A.C. paving shall include sawcutting, removal and replacement of A.C. paving 18" min. from edge of gutter, 2" thicker than existing, 5 0min. 10 — Sidewalk at top of each ramp shall have a 12" wide grooved border with grooves 3/4" apart (see Grooving Detail). 11 — Entire ramp shall be reinforced with rebar. Either #3 at 18" O.C. or #4 at 24" O.C. both ways. 12 — If distance to top of ramp exceeds 12', place additional grooved border at 12' from bottom. APPROVED BY CRY ENGINEER DATE _ Or / REVISIONS BY APP DATE I���_+ 'Vjlr� n MIN& US 0BI50 MID -BLOCK CURB RAMP Ma 4451 Redraum. To CAD RMH MDW 1 -95 Add Slope Requirments RMH I MDW 4 -95 95 Edition M Area to be removed and replaced 18"#4 smooth bars 0 24"o.c. :3 in sidewalk, one each in curb and gutter, one end to be T sleeved or greased. SIDEWALK SECTION 71 -uts to be made with with an isive—type cutting wheel. mining edge to be smooth true with no shatter. th of cut=T/4,1 1/2"min. CUT DETAIL Complete section of curb shall be removed. Remove to nearest score line if more than 25% of square is to be re- moved. Sawcut, remove and replace a ce A.C. paving 18" min. from gutter, 2" thicker than existing, 5" minimum. PLAN OF CURB, GUTTER & SIDEWALK APPROVED BY CnY ENGINEER DATE My or A REVISIONS BY I APP DATE MQ _=MWM,% CUTTING CONCRETE MMMM� Redraum To CAD RMH MDW 1-95 �� US I ()B'SW May 95 Edition 4910 4 L/4 T L 4-- 64 IJL --- -uts to be made with with an isive—type cutting wheel. mining edge to be smooth true with no shatter. th of cut=T/4,1 1/2"min. CUT DETAIL Complete section of curb shall be removed. Remove to nearest score line if more than 25% of square is to be re- moved. Sawcut, remove and replace a ce A.C. paving 18" min. from gutter, 2" thicker than existing, 5" minimum. PLAN OF CURB, GUTTER & SIDEWALK APPROVED BY CnY ENGINEER DATE My or A REVISIONS BY I APP DATE MQ _=MWM,% CUTTING CONCRETE MMMM� Redraum To CAD RMH MDW 1-95 �� US I ()B'SW May 95 Edition 4910 I 1 1 I 1 1 1 0 LJ 1 t- l 1 1 J 1 f' GENERAL NOTES: 1. THESE RETAINING WALL DESIGNS ARE BASED ON UNIFORM SOIL CONDITIONS EXHIBITING THE PROPERTIES SHOWN ON THE DETAILS. ACTUAL SOIL CONDITIONS WHICH DEVIATE APPRECIABLY FROM THOSE ASSUMED, AND SITUATIONS BEYOND THOSE TABULATED, SHALL REQUIRE INDIVIDUAL CONSIDERATION. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40. 3. REINFORCEMENT OF A SIZE AND SPACING OTHER THAN INDICATED- MAY BE USED, PROVIDED SUCH REINFORCEMENT WILL FURNISH, AN AREA OF STEEL AT LEAST EQUAL TO THAT OF THE STEEL INDICATED IN THE TABLES 4. ALTERNATE X -BARS MAY BE STOPPED AT THE MID —HEIGHT OF THE WALL (fi /2) IF THE SPACING OF BARS EXTENDING TO THE TOP OF THE WALL DOES NOT EXCEED 36 ". 5. SPLICES IN REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. 6. CONCRETE SHALL BE CLASS B (5 SACKS PER CUBIC YARD). 7. MAXIMUM AGGREGATE SIZE = 1". 8. VIBRATE ALL CONCRETE AND GROUT IN PLACE WITH A MECHANICAL VIBRATOR. 9. FOOTINGS SHALL BE SET IN UNDISTURBED SOIL AT LEAST TO THE DEPTH OF 12 ". BLOCK WALLS: 1. X —BARS EXTENDING INTO WALL SHALL PROJECT AT LEAST 30 DIAMETERS INTO THE FILLED CELLS IN THE MASONRY. 2. ALL CELLS SHALL BE FILLED WITH GROUT. 3. FIRST BLOCK MAY BE IMBEDDED IN FOOTING. 4. CONCRETE BLOCK MASONRY UNITS SHALL BE GRADE N LIGHTWEIGHT AGGREGATE UNITS IN ACCORDANCE WITH ASTM C90. 5. MINIMUM MORTAR AND GROUT STRENGTHS SHALL BE 2000 PSI IN 28 DAYS. 6. STANDARD HIGH LIFT GROUTING PROCEDURE, INCLUDING VIBRATION AND REVIBRATION SHALL BE USED. PROVIDE CLEAN —OUT OPENINGS AT THE BOTTOM COURSE OF ALL CELLS. 7. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY BEFORE GROUTING OPERATION. VERTICAL STEEL MUST.BE TIED TO X —BARS AT BASE, OR SECURED WITH SPIDERS. CONCRETE WALLS: 1.. CONCRETE WALLS MAY BE TAPERED AS LONG AS NOTED BASE THICKNESS IS MET AND THICKNESS AT TOP OF WALL IS NEVER LESS THAN 6 ". 2. FORMS MAY BE REMOVED FROM FOOTINGS ONLY AFTER A MINIMUM OF 2 DAYS AND FROM WALLS AFTER 10 DAYS OR AFTER CONCRETE REACHES 2500 PSI COMPRESSION STRENGTH. APPROVED BY CITY ENGINEER DATE' My or — - REVISIONS BY APP DATE san RETAINING WALL Redrawn To can RMH MDW - _ -ss =_ 0 lws NOTES OBI%* May 95 Edition 5010 WALL DRAINAGE: Place a one foot layer of course gravel against the back of the wall and provide a 3/4" weep hole (or omit the mortar from the vertical joint in block walls) just above the ground level of 32 on center. No weep holes are to drain across a public sidewalk. 0 OR 2* min. all around J SECTION A-A sidewalk 2" min. c4r, 1/2- rnin. cir. Place a 3" diameter perforated pipe along the back of the wall with a one foot layer of gravel around it, set to drain of intermittent collection points. When a wall is constructed back of a sidewalk, place 3" diameter e drains at 10' centers through the curb face. r4i, curb drains ore allowed only with 8" curb height.) CURB DRAIN 3' di a. cost iron pipe (4' with 8" curb height.) A O 0 A 0 _UQa: See ENGRG.STD. #3415 For Further Requirements I Multiple drains shall have 2" min. clearance with a max. of 3 drains per 10' of sidewalk Drains shall not extend post curb face into gutter and shall be angled between 60*-90* from curb line. APPROVED BY CRY ENGINEER DATE Myof LWUREVISIONS BY APP DATE 'A , m RETAINING WALL Redraum To CAD RMH MDW 1-95 ' �il US DRAINAGE 1 1 0131VO May 95 Edition 5020 1 1 C7i Steel' Vertical & Transverse No. 3 at 32" o.c. Longitudinal:. , No. 3 as shown Minimum Soil Bearing 2000 lb/sq. ft. (firm, dry soil of any type). Minimum Concrete Strength : '2000 p.s.i. —Class B -5 sacks per yard. Footing. should be set in firm, undisturbed soil. Grooved beam blocks 7., Concrete Cap 2" dia..goly. iron Drain pipe thru to curb face 8 "x8 "x16" conc. at 10' o.c. blocks 2 1/2" Sidewalk 19 ORO Co 3" O 3_ fill 4" 8" 6" 2' 4. 1 —6" 1. -2" 10" 24" WALL 16" WALL 8" WALL NOTES: 1. Height of wall is vertical difference between finished grades. 2: All cells must be filled with grout. 3. First block may be imbedded in footing. 4: Place a loyer of coarse gravel against the back of the wall and at least 1 cu. ft. of gravel around each drain. 5. These walls are designed to be used at- the bock of sidewalks but may be used elsewhere if the bottom of footing is at least 12 inches below finish grade. 6. These walls may be made of Reinforced Concrete with a wall thickness of 6 ". 7. Omit mortar from the vertical joints in first course above the ground at 32" centers for weep holes, except walls adjacent to back of public sidewalk where drain pipes must be installed as shown above. (See ENGRG.STD. No:5020) APPROVED BY CITY ENGINEER DATE lma� or RsioNS SM SHORT RETAINING WALLS BY APP DATE MUs No Permit Required Redrawn To CAD RMH MDW 1 -95 Note 5 Change RMH MD 5 -95 OBIWO May 95 Edition 5030 M L r co Bond Beam 2 no. 4 bars Bond Beams 1 no. 4 bar 16" o.c. X —Bars Bond Beams 2 no 4 bars 16" o.c. in 12" block a' Z —Bars T at base *4_ 3 1 2" X —Bars 112 "1 APPROVED BY CITY ENGINEER REVISIONS Redrawn To CAD B H B T Th X —Bars I Z —Bars 2' -8" 32" 8" 9" 3 CAA 16" #3 0 12" 3' -4" 39" 8" 9" 4 ® 24" 3 ® 12" 4' -0" 46" 8" 9" 5 ® 24" 3 ® 12" 4' -8" 56" 8" 9" 5 ® 16" 3 ® 12" 5' -4" 62" 8" 9" 6 ® 16: ® 12" 6' -0" 69" 12" 9" 5 @ 16" 4 ® 12" NOTE: See ENGRG. STD. Nos. 5010 & 5020 for additional requirements. DATE M Or BY APP DATE � RUS RMH MDIP 1 -95 OBISM BLOCK "J" WALL WITH SURCHARGE 95 Edition 5110 1 1 ' 12 "min. t t 1 1 APPROVED BY REVISIONS Redrawn T Bond Beam 2 no. 4 bars Bond Beams 1 no. 4 'bar 16" o.c. — Xi X —Bars Bond Beams 2 no. 4 16" o.c. in 12" block Z —bars 3 1/2" s u a a N X � O � E c .c C c 0 s. 0 0 w CE _ E X —Bars N B T I Th T 5--Bars Z -Bars 2' -8" 3' -4" 4' -0" 4' -8" 5' -4" 6' -0" 6' -8" 7' -4" 24" 29" 34" 42" 48" 52" 58" 63" 8" 8" 8" 8" 8" 8" 12" 1'2" 9" 9" 9" 9" 9" 9" 9" 9" 3 ® 16" 3 ® 16" 4 ® 24" 4 ® 1,6" 5 ® 16" 5 ® 16" 5 ® 16" 6 ® 16" 3 ® 12" 3 ® 12" 3 ® 12" 3 ® 12" 3 ® 12" 4 ® 12" 4 ® 12" 4 ® 12" NOTE: See ENGRG. STD. Nos -5010 & 5020 for additional requirements. VI 11 L aw or BY APP DATE SM BLOCK "J" WALL MH MDW i -95 � IWS WITHOUT SURCHARGE ()51S May 95 Edition 5120 12" 12 Bond Beom -2 no. 4 t Bond Beams -1 no. 4 every '16' o.c. .Bond Beams -2 no. 4 16' o.c. in 12" .block. 2" .. T(at base) a X —Bats a B T +2" 1� Y n _H B T I Th I X —Bars Z =Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g. sand and gravel. 2' -8" 28" 8" 9" #3 ® 16" #3 ® 12" 3' -4" 34" 8" 9" #4 ® 24" 3 ® 12" 4' -0' 46" 8" 9" #5 ® 24" 3 ® 12" 4 " -8" 45" 8" 9" #5 ® 16" #3 0 12" 5-4" 51" 8" 9" #6 ® 16" #3 ® 12" 6' -0" 57" 12" 9" 5 @ 16" #4 ® 12" 6' -8" 63" 12" 9" #6 ® 16° #4 ® 12" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 2' -8" 32" 8" 9" #3 ® 16" #3 ® 12" 3' -4" 39" 8" 9" #4 ® 24" #3 ® 12" 4' -0" 52" 8" 9" #4 ® 16" #3 ® 12" Heights greater than 4' -0 ". require individual consideration. NOTE: See ENGRG. STD. Nos. 5010 & 5020 for additional requirements. APPROVED BY CITY ENGINEER DATE y rl* Of REVISIONS BY APP DATE '�,U' SM BLOCK " L" WALL Redravm. To CAD R3fS atnw , -95 � 61 US: WITH 'SURCHARGE OBI"'' Ma _ -95 Edition 530 i i i i i i i i i i i i i rte. t • Bond Beam -2 no. 4' born Y 0 a N X O E .�Bond Beams -1 no. 4 bar, every 16' o.c. Co Cr I d X =Bars ; o. Bond Beams-2 no. 4 bars • 16" o.c. in 12' block. ci `v T(ot base) N Z —Bars •' X —Bors B T +2' X —Bars H I B _L Th I X- Bars._ Z =Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g._ sand and gravel. 2' -8" 26" 8" 9" #3 ® 16" #3.® 12" 3' -4" 31 " 8" 9" #3 ® 16" #3 ® 12° 4' -0" 36" 8" 9" #4 ® 24" #3 ® 12" 4' -8" 43" 8" 9" #4 ® 16" #3 ® 12" 5' -4" 48" 8" 9" #5 ® 16" #3 ® 12" 6' -0" 52" 8" 9" #5 ® 16" 4 ® 12" 6' -8" 58" 12" 9" #6, ® 16" #4 ® 12" 7' -4" 64" 12" 9" 6 ® 16" 4 ® 12" 8' -0" 70" 12" 9" 7 ® 16" 4 ® 12" TYPE 'B.' SOIL; Fine material with a conspicuous cla content, adobe or fine, s s s ty sand. 2' -8" 26" 8" 9" #3 ® 16" #3 ® 92" 3' -4" 30" 8" 9" #3 ® 16" #3 ® 12" 4' -0" 42" 8" 9" #4 ® 24" #3 ® 12" Heights greater than 4' -0" require individual consideration. I �— 7 NOTE: See ENGRG. STD. Nos. 5010 & 5020 for additional requirements. APPROVED By CRy'ENGINEER DATE O I MY REVISIONS By -App DATE Sa►1'i BLOCK "L" WALL RedTavm. To r-4D RAH = uD>r , -95 IlMliiiiiiiidItWS WITHOUT SURCHARGE _ -- AII,SM Ma 95-Edition _ _ _ 5140 I H Bond Beam -2 nc bars. Bond Beams -1 r bar every 16" w X =Bars Bond Beam -2 nc bars at 16" o.c. 12* block T(at base) '• 'e X - 12' min. Th . . • • 8" 3 1/2 X —Bars I 12" 1 X -6'- V H_. 18 X T Th X —Bars Z —Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g. sand and gavel. 2' -8" 26" 8" 8" 9" #3 0 16" #3 0 12" 3'-4" 30" 12" 8" 9" #4 ® 24" #3 0 12" 4' -0" 36" 15" 81' 9" #4 ® 16" #3 0 12" 4' -8" 40" 20" 8" 9" #5 0 16" #3 0 12" 5' -4" 44" 25" 8" 9" #6 0 16" #3 0 12" 6 " -0" 50" 28" 12" 9" #5 ® 16" #4 0 12" 6' -8" 55" 31" 12" 9" #6 0 16." #4 6 12" 7' -4" 62" 35" 1,2" 10" #7 0 16" #5 0 12" 8' -0" 69" 38" 1.2" 11" #6.® 8" 5 ® 12" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 2' -8" 24" 8" 8" 9" #3 0 16" #3 ® 12" 3' -4" 28" 12" 8" 9" 4 0 24" 3 0 12" 4` -0" 33" 15" 8" 9" 4 0 16" 3 0 12" 4' -8" 40" 20" 8" 9" #5 ® 16" #3 0 12" 5' -4" 48" 25" 8" 9" #6 0 16" #3 0 12" 6' -0" 54" 28" 1 2" 9" #5 @ 16" #4 0 12" NOTE: See ENGRG. STD. Nos. 5010 & 5020 for additional requirements APPROVED BY CITY ENGINEER- - - - -- DATE MY or San BLOCK "T" WALL REVISIONS BY APP DATE jai has WITH -S U R C H A R G E Redrawn To CAD 12AfH MDiP 1 -95 OBITO may. 95 Edition _ - 5150 1 i 1 1 i 1 Tbar Beam -2 no. 4. O Beams —Ino. 4 very 16" o.c. °o N c X -Bars •� a- H m 1 12" min. APPROVED BY CITY REVISIONS Redravm 7o CA Bond Beam -2 no. 4 bars at 16' o.c. in E 12" block °v base) '• . x Z —Borss 'X—Bars. B 12 X -6" I� X —Bars X -Bars H B I.X _ T I Th X —Bars Z -Bars TYPE 'A' SOIL: Very permeable; coarse grained material, e.g. sand and gravel. 2' -8" 21" 8 ". '8" 9" #3 ® 16" #3 ® 12" 3' -4" 26" 10" 8" 9" #3 ® 16" 3 ® 12" 4' -0" 32" 12" 8" 9" #4 ® 24" 3 ® 12" 4' -8" 36" 14" 8" 9" #4 ® 16" #3 ® 12" #5 ® 16 #3 ® 12- 6' -0" 46" 18" 8" 9" #6 @ 16 4 ® 12 6' -8" 49" 22" 12" 9" 5 ® 16" #4 ® 12" 7' -4" 54" 26" 12" 9" 6 ® 16" #4 ® 12" 8' -0" 58" 28" 12" 9" 7 ® 16" S4 ® i2" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 2` -8" 22" 10" 8" 9" #3 ® 16" #3 ® 12" 3' -4" 26" 12" 8" 9" #3 ® 1, 6" #3 ® 12" 4' -0" 30" 14" 8" 9" #4 ® 24" #3 ® 12" 4' -8" 35" 17" 8" 9" #4 @ 16" #3 @ 12" 5' -4" 42" 20" 8" 9" #5 ® 16" #3 ® 12" 6' -0" 48" 22" 8" 9" #6 ® 16" #4 ® 12" 6' -8" 54" 26" 12" 9" #5 ® 16" #4 ® 12" 7' -4" 60" 30" 12" 9" 6 ® 16" 4 ® 12" 8' -0" 68" 34" 12" 9" 7 @ 16" 4 ® 12" UMIG BY I APP I DATE V0 S RMH I MDW 1 1 -95 U NOTE: SEE ENGRG. STD. Nos. 5010 & 5020 FOR ADDITIONAL REQUIREMENTS BLOCK "T" WALL WITHOUT SURCHARGE V 95 Edition 51 60 m z. Longitudinal steel no.5 bars or 12" O.C. X -bars- H. B T -Th X bars.- - _ Z. bars 3' 36" 8" 9' #4 ® 12" #3 ® 12" - 4' 44" 8" 9" #4 ® 12" #3 ® 12" 5' 54° 8" 9" #5 ® it #4 ® 12° NOTE See Engrg. Std. no. 5010 and 5020 for additional requirements.. APPROVED BY CRY- ENGINEER - _ - --' ------DATE - � � (� �f" REINFORCED CONCRETE REVISIONS, __ BY APP DATE 1 "J" WALL Redravm To can "k kb W US WITH SURCHARGE 01131w May 95 Edition _ _. _ - 5210 I t I t 1 �i I X —bars X —bars H B T Th X —bars Z —bars 3' 23' 8" 9' #4 ® 12" #3 ® 12' 4' 33' 8" 9' #4 ® 12" #3 ® 12" 5' 42" 8" 9' #4 ® 12' #4 ® 12' 6' 54' 8' 9' #5 ® 12' #5 ® 12' 7' 63' 8' 9" #6 ® 12' #5 ® 12' 8' 75" 8" 9" 06 ® 10' #5 ® 12" nNOTE See Engrg. Std. nos. 5010 and 5020 for additional requirements APPROVED BY CRY ENGINEER DATE O REINFORCED CONCRETE REVISIONS BY APP DATE V SM "J" WALL Redrawn To CAD Re[H 3lDw 1 -95 tws WITHOUT SURCHARGE O'n* May 95_ Edition 5220 12" ml 1 Crr REVISIONS Redreum. To CAD 10" B a X —Bars H B T I Th X —Bars Z —Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g. sand or gravel:. 3` 31" g" 91, #4 0 12" #3 ® 12" 4' 40" 8" 9" #4 ® 12" #3 ® 12" 5' 48" 8" 9" #5 ® 16" #4 ® 12" 6' 57" 8" 9" #6 ® 14" #5 ® 12" 7' 65" 8" 9" #7 ® 12" #5 ® 12" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 3' 31" 8: #4 ® 12" #3 ® 12" 4' 54" 8" 9" #4 ® 12" #3 ® 12" rHegh greater than 4' require individual ration. NOTE`. See ENGRG. STD. Nos. 5010 & 5020 for additional requirements. DATE -M or BY APP DATE w1 RMH MDW 1-95 1,t.AS 150 REINFORCED CONCRETE "L" WALL WITH SURCHARGE 95 Edition 5230 Longitudinal steel ' X —Bars no. 5 bars at 12" O.C. 2" T(ot bas N e i n • APPROVED BY CITY ENGINEER 1 REVISIONS Redravm. To CAD 3" 1Th Z —Bars AV X —Bars X —Bars NOTE See Engrg. Std. 'nos. 5010 and 5020 for additional requirements. H I B I _T _ 1, Th I X —Bars I Z —Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g. sand or gravel. 3' 27" 8" 9" #4 ® 12" #3 ® 12" 4' 38" 8" 9" #4 ® 12" #3 ® 12" 5' 45" 8" 9" #4 ® 12" . #4 ® 12' 6' 54" 8" 9" #5 @ 12" #5 ® 12" 7' 62" 8" 9" 6 ® 12" 5 ® 12" 8' 69" 8" 9" 7 ® 12" 5 ® 12" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 3' 27" 8" 9" #4 ® 12" #3 ® 12" 4' 44" 8" 9" #4 ® 12" #3 ® 12" 5' 68" 8" 9" _ #4 ® 12" #4 ® 12" Heights greater than 5' require individual consideration. DATE M 0f APP I DATE S S IfDW 1 -95 OB1Sp0 REINFORCED CONCRETE "L" WALL WITHOUT SURCHARGE 95 Edition 5240 12" 1 2" ox -Bars Th 8" H B X T Th X —Bars Z--Bars TYPE 'A' SOIL: Very permeable, coarse grained material, e.g. sand or gravel. -3, 27" 9" 8" 9" #3 @ 9" #3 @ 12." 4' 35" 14" 8" 9" #4 @ 16" #3 @ 12" 5' 42" 20" 8" 9" #5 @ 16" #4 @ 12" 6' 49" 26" 8" 9" #6 @ 12" #5 @ 12" 7' 56" 32" 8" 9" * #7 @ 12" #5 ® 12" 8' 64" 39" 9" 9" #7 @ 10" #5 @ 12" TYPE 'B' SOIL: Fine material_ with a conspicuous clay content, e.g. adobe or fine silty ,sand. . 3' 26" 8" 81, 9„ #3 ® 9" #3 @ 12" 4' 33" 14" 88'` 9" #4 @ 16" #3 ® 12 "- 5' 42" 20" 8" 9" #5 @ 15" #4 @ 12" NOTE: See ENGRG: STD. Nos. 5010 & 5020 for additional requirements. APPROVED BY CITY ENGINEER DATE' of REINFORCED CONCRETE REVISIONS BY APP DATE '�,7r1 "T" WALL ReaTa,,,n ra can - x�rfr arDw -ss �� US WITH SURCHARGE OISM May _95 Edition_ 5250 i 1 1 I 1 1 s o.< Lars Th 8' H I B X T I Th I X —Bars I Z —Bars TYPE 'A' SOIL: Very, permeable, coarse grained material e.g. sand or gravel 3' 23" 6" B. 9" #3 ® 9" #3 ® 12" 4' 30" 8" 8" 9" #3 ® 9" #3 ® 12" 5' 28" 9" 8" 9" #4 ® 12" #4 @ 12" 6' 44" 12" 8" 9" #5 ® 12" #5 ® 12" 7' 52" 15" 8" 9" #6 ® 12" #5 ® 12" 8' 57" 18" 8" 9" #7 ® 12" #5 ® 12" TYPE 'B' SOIL: Fine material with a conspicuous clay content, e.g. adobe or fine silty sand. 3' 23" 9" 8" 9" #3 ® 9" #3 ® 12" 4' 29" 12" 8" 9" #3 ® 9" #3 ® 12" 5' 36" 14" 8" 9" #4 ® 12" #4 ® 12" 6' 44" 16" 8" 9" #5 ® 12" #5 @ 12" 7' 51" 19" 8" 9" #6 ® 12" #5 ® 12" 8' 60" 23" 8" 9" 1 #7 ® 12" 1 #5 ® 12" NOTE See ENGRG. STD. Nos. 5010 & 5020 for additional requirements. APPROVED BY CITY ENGINEER DATE Cr�y of - - REINFORCED CONCRETE REVISIONS BY APP DATE ® �n "T" WALL Redrawn To can RMH MD--W- 1 -95 `b US WITHOUT SURCHARGE — OB'S \ May 95 Edition 5260 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I II II " 36" 36" II II u u 1 min. 36 min. min. + WATER * SEWER* STORM DRAIN 6'— NORTH or WEST SOUTH or EA' NOTES: side of street I side of stree 2g1 Minimum vertical separation at all utility crossings shall be 6 ". 12" clearance to any part of object within 14' of top of curb.. R 20' max. Tree location d Public a tilities ao cults rn v - -- O . U v R/W Q+ GAS min. *See City "WATER -SEWER SEPARATION" Standards 20' max. - —� Street tree — - easement Public Utilities easement. I R/W Bock of sidewalk � Power pole, street light, phone pole or fire hyd: 30" min. 16" min. 18" min. Typ. telephone duct (City Engineer may Cable TV . 000 – require more depth) t 000 Secondary power – 000 I Telephone \ PI r mary power 00000 24° R— 12' I12° hydrant, 12,.0 R on I II II " 36" 36" II II u u 1 min. 36 min. min. + WATER * SEWER* STORM DRAIN 6'— NORTH or WEST SOUTH or EA' NOTES: side of street I side of stree 2g1 Minimum vertical separation at all utility crossings shall be 6 ". 12" clearance to any part of object within 14' of top of curb.. R 20' max. Tree location d Public a tilities ao cults rn v - -- O . U v R/W Q+ GAS min. *See City "WATER -SEWER SEPARATION" Standards 20' max. - —� Street tree — - easement Public Utilities easement. I R/W Bock of sidewalk � Fire hydrant, utility pole 10' from R on III I or street light on R 3 low side of lot I (Avoid driveway) Curb line im • STREET o! Of I • I �wi 31 I NOTES (cont'd): O3 When sidewalk. is less than 6' wide, poles and hydrants shall be placed 12 behind sidewalk. Sidewalk shall have a minimum of 10' --5' 4' clear space. APPROVED BY CITY ENGINEER DATE / yr v7 or S _ REVISIONS BY APP_ DATE UTILITIES LOCATION ' i6UUS Vertical' is Note 1 . MDW GiYH 10 -93 Redraum to CAD ✓DL_ MDIi 10 -93 OBISM Ma 95 Edition _____ 6010 SAWCUT, NEW TRENCH PAVING 6 DOWELS, 18" IN LENGTH 4" MIN., TYP. (width varies) PAVEMENT 10 AC AC /PCC @ (E) AC OVER PCC PAVEMENT Case 1 Case 2 J J Y U O m U w J w SUBSEQUENT T I BACKFILL 6" INITIAL T_ BACKFILL 4" BEDDING 9 5' -D" TYP. � z 2'-6" o TYP. U T a 0 U 7=1 -1� I I I_ I I I. ' '- � Ilr^ SUBGRADE PIPE O.D. 6" MIN., 8" MAX. PVC, 12" MAX. ALL OTHERS (TYP. EACH SIDE) DETAIL A DETAIL B SAWCUT TRENCH PAVING PAVEMENT DOWELS NOTES: OTrench shall be backfilled with select backfill material, leveled, and compacted to pavement subgrade. (See City Standard Specifications.) O2 All over - excavated material shall be replaced with select backfill material and compacted to 90 %. O3 Bedding material shall be mechanically compacted to 90% prior to placement of pipe. OIf non - metallic pipe is used, magnetic tracer tape shall be placed as shown above. OWhen PVC is used, pipe shall be backfilled to the spring line and compacted to 90% prior to completing initial backfill. © The streets of San Luis Obispo are generally paved with either AC, PCC, or a combination of the two. Unless clearly indicated on the tans, it is the contractors responsibility to determine the nature of the paving material. (Case 1 - AC only, Case 2 - AC over PCC.) Replacement pavement & thickness shall be "in kind" including seal coat, except as approved by the City Engineer. ® All concrete street sections require 1/2" smooth steel dowels ® 5' o.c., each side of trench, staggered per Detail B above, embedded 6" min. into existing P.C.C. O9 New PCC shall not be brought above existing PCC, shall be Class B, and shall be equal to existing PCC but not less than 8" thick. 10 When only AC is used, new AC shall be 2" thicker than existing AC and no less than 5" thick. 11 Backfill testing is required subject to approval of City Engineer. USE OF THIS STANDARD, IN LIEU OF 6025, SHALL BE APPROVED BY THE CITY ENGINEER. APPROVED BY CITY ENGINEER DATE city or REVISIONS BY APP DATE san TRENCH DETAIL # 1 Redraum to CAD JDL I MDW 6 -93 001126 KUSS (PAVED OR UNPAVED STREETS) Add Note 11 RMH I MDW 1 -95 OB16W Mov 95 Edition 6020 III —III- I 2a ". 111= 95% .... ............. ..''.TRACER'-'-* TAPE .. ®...':...'.':.'.'..'...'.'.'. SPRING LINE OF PIPE DEPTH PIPE VARIES, so% HAUNCHING .' .:.'.'.'.'.'.'........... 5' -D" TYP. � z 2'-6" o TYP. U T a 0 U 7=1 -1� I I I_ I I I. ' '- � Ilr^ SUBGRADE PIPE O.D. 6" MIN., 8" MAX. PVC, 12" MAX. ALL OTHERS (TYP. EACH SIDE) DETAIL A DETAIL B SAWCUT TRENCH PAVING PAVEMENT DOWELS NOTES: OTrench shall be backfilled with select backfill material, leveled, and compacted to pavement subgrade. (See City Standard Specifications.) O2 All over - excavated material shall be replaced with select backfill material and compacted to 90 %. O3 Bedding material shall be mechanically compacted to 90% prior to placement of pipe. OIf non - metallic pipe is used, magnetic tracer tape shall be placed as shown above. OWhen PVC is used, pipe shall be backfilled to the spring line and compacted to 90% prior to completing initial backfill. © The streets of San Luis Obispo are generally paved with either AC, PCC, or a combination of the two. Unless clearly indicated on the tans, it is the contractors responsibility to determine the nature of the paving material. (Case 1 - AC only, Case 2 - AC over PCC.) Replacement pavement & thickness shall be "in kind" including seal coat, except as approved by the City Engineer. ® All concrete street sections require 1/2" smooth steel dowels ® 5' o.c., each side of trench, staggered per Detail B above, embedded 6" min. into existing P.C.C. O9 New PCC shall not be brought above existing PCC, shall be Class B, and shall be equal to existing PCC but not less than 8" thick. 10 When only AC is used, new AC shall be 2" thicker than existing AC and no less than 5" thick. 11 Backfill testing is required subject to approval of City Engineer. USE OF THIS STANDARD, IN LIEU OF 6025, SHALL BE APPROVED BY THE CITY ENGINEER. APPROVED BY CITY ENGINEER DATE city or REVISIONS BY APP DATE san TRENCH DETAIL # 1 Redraum to CAD JDL I MDW 6 -93 001126 KUSS (PAVED OR UNPAVED STREETS) Add Note 11 RMH I MDW 1 -95 OB16W Mov 95 Edition 6020 I I I I I I I I i 1 I 1 SAWCUT, NEW TRENCH PAVING DOWELS, 12" IN LENGTH 6" IMSEDMENT 4" MIN., TYP. (width varies) (E) AC 10 AC I AC /PCC 9 (E) AC OVER PCC PAVEMENT PAVEMENT Case 1 Case 2 12, SAWCUT MAX. 5'�` III I TYP. TRENCH I PAVING SUBSEQUENT BACKFILL ' I (E) (1 —SACK SLURRY) TRACER PAVEMENT TAPE 2'— 6 DOWELS TY . 6" SPRING LINE OF PIPE INITIAL DEPTH VARIES, DETAIL B BACKFILL PIPE 90% COMPACTION HAUNCHING . 0 4" BEDDING 9 =1 I- III -III I �1 III —III - SUBGRADE J 6" MIN., 8" MAX. PVC, PIPE O.D. 12" MAX. ALL OTHERS (TYP. EACH SIDE) DETAIL A 1 2 NOTES: O1 Trench shall be backfilled with select backfill material, leveled, and compacted to 6" above pipe. (See CITY STANDARD SPECIFICATIONS.) The remainder subsequent backfill) shall be a plant -mixed 1 -sack sand (cement) slurry, vibrated with 1' min. stinger. 2O Entire excavation may be backfilled with 2 -sack slurry in lieu of initial select backfill upon approval from the City Engineer. 03 Bedding material shall be mechanically compacted to 90% prior to placement of pipe. ® If non - metallic pipe is used, magnetic tracer tape shall be placed as shown above. �5 When PVC is used, pipe shall be backfilled to the spring line and compacted to 90% prior to completing initial backfill. © The streets of San Luis Obispo are generally paved with either AC, PCC, or a combination of the two. Unless clearly indicated on the plans, it is the contractor's responsibility to determine the nature of the paving material. (Case 1 - AC only, Case 2 - AC over PCC.) O7 Replacement pavement shall be "in kind" including seal coat, except as approved by the City Engineer. O8 All concrete street sections require 1/2" smooth steel dowels @ 5' o.c., each side of trench, staggered per Detail B above. ke New PCC shall not be brought above existing PCC, shall be Class B, and shall be equal to existing PCC but not less than 8" thick. 10 When only AC is used, new AC shall be 2" thicker than existing AC and no less than 5" thick. USE OF ANY OTHER STANDARD, SHALL BE APPROVED BY THE CITY ENGINEER. APPROVED BY CITY ENGINEER DATE Of SM TRENCH DETAIL #2 REVISIONS BY APP DATE i,+ tWS (PAVED OR UNPAVED STREETS) 1 -Sack Slurry, Note 1 R3fH MDiY 1 -9-9 5 Redrawn to CAD JDL I MDW 7 -93 0151SWIMay 95 Edition 6025 n 17 1 1 WIDTH VARIES— (E) GROUND - T III -III 1 1 1 1 1 1 1 ,III MAX. W -III• 1117 - 1 D SUBSEQUENT I— ARIES, W BACKFILL 7 I C – 85% i> 1 TRACER TAPE z 0 U CL 60 MIN., .................. ...... 2 J 12 MAX. SPRING i; LINE OF x INITIAL PIPE , m BACKFlLL VARIES, PIPE 90% HAUNCHING 1 to O 4" BEDDING .l.li.l.i ... ..... SUBGRADE 6" MIN., 8" MAX. PVC, PIPE O.D. 12" MAX. ALL OTHERS (TYP. EACH SIDE) DETAIL A 1 2 NOTES: O1 Trench shall be backfilled with select backfill material, leveled, and compacted to one foot' over pipe, then backfilled with native material, leveled, and compacted to original elevation. Q2 All over– excavated material shall be replaced with select backfill material and compacted to 90 %. O3 Bedding material shall be mechanically compacted to 90% prior to placement of pipe. ® If non – metallic pipe is used, magnetic tracer tape shall be placed as shown above. , O5 When PVC is used, pipe shall be backfilled to the spring line and compacted to 90% prior 1 to completing initial backfill. THIS STANDARD APPLIES ONLY TO AREAS THAT ARE NON- TRAFFIC, NOT IN STREETS 1 OR PARKING LOTS. APPROVED BY CRY ENGINEER DATE My or REVISIONS BY APP DATE ��� SM TRENCH DETAIL # 3 1 Note At Bottom. RMH .VDW 1 -9s �i �$ (UNPAVED NON— TRAFFIC AREAS) Redravm to CAD JDL NDW 4 -93 051W May 95 Edition 6030 1 I i t i l i i (2)SOUTH BAY FOUNDRIES SBF -1900 or PHOENIX P -1090 QCHRISTY G -5 ; PLAN 10" J P.C.C. COLLAR 1 a a 1D" ° e' . • 'd , 9„ SECTION 9 WELLS WATER VALVE SEWER CLEANOUT MONUMENT 0 STORM SEWER id • 24" SECTION MANHOLES STORM DRAIN •' e• da d' NOTES: QConcrete shall be allowed to cure for 48 hours prior to full traffic use. Concrete shall be Class 'A ". (7 —sack concrete may be required to allow next —day full traffic use. QAll utility covers to be raised shall be replaced, if needed, to conform to covers specified above. Covers shall be imprinted with the appropriate utility name. ODepth and radius dimensions shown apply to similar covers that are not shown. APPROVED BY CRY ENGINEER DATE M7 or REVISIONS BY APP DATE SM UTILITY COVER Redraum, to CAD JDL MDW 6 -93 twS GRADE ADJUSTMENT Delete Sewer Manholes RMH I MDW 2 -95 OBI5 May 95 Edition 6040 SAWCUT FRAME �.'a. COLLAR 9 a. STRUCTURES, WELLS & COLLARS 16" STRUCTURES GENERAL NOTES: TOP OF PAVEMENT TREN DETAILS #2E ( #6025) H — FILL WITH 1 -SACK SLURRY A. All water lines and sewer lines that are taken out of service shall be abandoned by disconnecting the pipeline from the active system, plugging all openings, and removing all related surface features, such as: Blow —Offs, Air Release Valves, Valve Wells, Vaults, Boxes, Frames, Covers and Collars, Manholes & Cleanout Wells. All openings shall be capped with approved fittings, such as: Caps, Blind Flanges, Dresser Couplings with Plug, and Valves. B. All water services from abandoned mains shall fittings, or closed with the corp. stops. If the is to remain live, services shall be shut off threaded brass fitting. be pinched —off, capped or plugged with approved water services are being abandoned and the main at the corp. stop and capped or plugged with a C. Valve well and cleanout risers shall be removed, backfilled with sand, and compacted to 95 %. The tops of all manholes and other structures to be abandoned shall be removed by sawcutting the surrounding pavement to a minimum depth of 4— inches using square cuts. The structure shall be removed to a depth of 16 inches below street grade, and filled with 1 —sack slurry to the top of the remaining structure. Pavement replacement shall be per Trench Detail #2 (ENGRG. STD. NO. 6025). D. All sewer laterals from the abandoned sewer main shall be capped, or plugged, with approved fittings. If the sewer laterals are being abandoned and the main is to remain live, the laterals shall be excavated at the main by the Contractor and the actual abandonment will be performed by the City. A 48 —hour notice shall be given to the City to schedule these abandonments. APPROVED BY CrY ENGINEER DATE m Or SdYI UTILITY PIPELINE REVISIONS BY APP I DATE � �S ABANDONMENT New Standard RAfFl AlDii 2 -95 ()B'SWjMcy 6050 95 Edition I I r i I I I �J I 1 I I I� L! I I r1 I 1 I 1 I I I tJ [I 1 i CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS A. PUBLIC HEALTH CONSIDERATIONS Waterborne disease outbreaks attributed to the entry of sewage— contaminated groundwater into the distribution systems of public water supplies continue to be a problem in the United States. A community with its buried water mains in close proximity to sanitary sewers is vulnerable to waterborne disease outbreaks. Sanitary sewers frequently leak and saturate the surrounding soil with sewage. This is caused primarily by structural failure of the sewer line, improperly constructed joints, and subsidence or upheaval of the soil encasing the conduit. A serious public health hazard exists when the water mains are depressurized and no pressure or negative pressures occur. The hazard is further compounded when, in the course of installing or repairing a water main, existing sewer lines are broken. Sewage spills into the excavation and, hence, enters into the water main itself. Additionally, if a water main fails in close proximity to a sewer line, the resultant failure may disturb the bedding of the sewer line and cause it to fail. In the event of an earthquake or man —made disaster,. simutaneous failure of both conduits often occurs. The water supplier is responsible for the quality of the water delivered to consumers and must take all practical steps to minimize the hazard of sewage contamination to the public water supply. Protection of the quality of the water in the public water system is best achieved by the barrier provided by the physical separation of the water mains and sewer lines. This document sets forth the construction criteria for the installation of water mains and sewer lines to prevent contamination of the public water supplies from nearby sanitary sewers. B. BASIC SEPARATION STANDARDS The "California Waterworks Standards" sets forth the minimum separation requirements for water mains and sewer lines. These standards, contained in Section 64630, Title 22, California Administrative Code, specify: (c) (1) Parallel Construction: The horizontal distance between pressure water mains and sewer lines shall be at least 10 feet. (2) Perpendicular Construction (Crossing): Pressure water mains shall be at least one foot above sanitary sewer lines where these lines must cross. (d) Separation distances specified in (c) shall be measured from the nearest edges of the facilities. (e) (2) Common Trench: Water mains and sewer lines must not be installed in the same trench. When water mains and sanitary sewers are not adequately separated, the potential for con- tamination of the water supply increases. Therefore, when adequate physical separation cannot be attained, an increase in the factor of safety should be provided by increasing the structural integrity of both the pipe materials and joints. C. EXCEPTIONS TO BASIC SEPARATION. STANDARDS Local conditions, such as available space, limited slope, existing structures, eta., may create a situation where there is no altemative but to install water mains or sewer lines at a distance less than that required by the Basic Separation Standards. In such cases, alternative con- struction criteria as specified in Section E should be followed, subject to the special provisions in Section D. Water mains and sewers of 24 inches diameter or greater may create special hazards because of the large volumes of flow. Therefore, installations of water mains and sewer lines 24 'inches diameter or larger should be reviewed and approved by the health agency prior to construction. APPROVED BY CITY ENGINEER DATE m Or REVISIONS BY APP DATE S Per State_ Standards MDW JWH 12 -84 S Redraum to CAD JDL MDW 6 -93 WATER .- SEWER SEPARATION CRITERIA Edition TEXT 6110 .. I� I 1 CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS D. SPECIAL PROVISIONS 1. The Basic Separation Standards are applicable under normal conditions for sewage collection lines and water distribution mains. More .stringent requirements may be necessary if conditions such as high groundwater exist. 2. Sewer lines shall not be installed within 25 feet horizontally of a low head (5 psi or less pressure) water main. 3. New water mains and sewers shall be pressure tested where the conduits are located ten feet apart or less. 4. In the installation of water mains or sewer lines, measures should be taken to prevent or minimize disturbances of the existing ine. Disturbance of the supporting base of this line could eventually result in failure of this existing pipeline. 5. Special consideration shall be given to the selection of pipe materials if corrosive con- ditions are likely to exist. These conditions may be due to soil type and /or the nature of the fluid conveyed in the conduit, such as a septic sewage which produces corrosive hydrogen sulfide. 5. Sewer Force Mains a. Sewer force mains shall not be installed within ten feet (horizontally) of a water main. b. When a sewer force main must cross a water line, the crossing should be as close as practical to the perpendicular, The sewer force main should be at least one foot below the water line. c. When a new sewer force main crosses under an existing water main, all portions of the sewer force main within ten feet (horizontally) of the water main shall be enclosed in a continuous sleeve. d. When a new water main crosses over an existing sewer force main; the water main shall be con stru -cted of pipe materials with a minimum rated working pressure of 200 psi or equivalent pressure rating. E. ALTERNATIVE CRITERIA FOR CONSTRUCTION The construction criteria for sewer lines or water mains where the Basic Separation Standards cannot be attained are shown in Figures 1 and 2. There are two situations encountered: Case 1 -- New sewer line -- new or existing water main. Case 2 -- New water main -- existing sewer line. For Case 1, the alternate construction criteria apply to the sewer line. For Case 2, the alternate construction criteria may apply to either or both the water main and sewer line. The construction criteria should apply to the house laterals.that cross above a pressure water main but not to those "house laterals that cross below a pressure water main. APPROVED BY CITY ENGINEER. DATE My or �p WATER - SEWER REVISIONS BY APP oATE LUIS SEPARATION CRITERIA Per State Standards MDW JWH 12 -84 �+ y�� OBIS i1 TEXT (CONY D) May .95 Edition 6120 Redrawn to CAD JDL MDW 6 -93 1 i 1 1 n J I 1 I lJ I I I I C� 1 i I 1 1 CRITERIA FOR. THE SEPARATION OF. WATER MAINS AND SANITARY SEWERS CASE 1 NEW SEWER MAIN BEING INSTALLED (See Figure 1) ZONE SPECIAL CONSTRUCTION REQUIRED FOR SEWER: A Sewer lines parallel to water mains shall not be permitted in this, zone without approval from No water mains parallel to sewers shall be constructed without approval from the health agency. the responsible health agency and water supplier. If the sewer paralleling the water main does not meet the Case 1, Zone A sewer line placed ap rallel to .a water line shall be constructed of: water main shall be constructed of: 1. Class 4000,. Type II, asbestos— cement pipe with rubber gasket joints. 9 2. Plastic sewer pipe with rubber ring joints (per ASTM D3034) or equivalent. 2. 3. Cast or ductile iron pipe with compression joints. 3. Class_ 200 pressure rated plastic water pipe (DR 14 per AWWA C900) 4. Reinforced concrete pressure pipe with compression joints (per AWWA C302 =74). 4. A sewer line crossing a water main shall be constructed of: 5. 1. Ductile iron pipe with hot dip bituminous coating and mechanical joints. If the sewer crossing the water main does not meet the Case 1, Zone C 2. A continuous section of Class 200 (DR 14 per AWWA. C900) plastic pipe, or equivalent, C centered over the pipe being crossed. 1 or 3 as in Zone B. above. 3. A continuous section of reinforced concrete pressure pipe (per AWWA C302 -74) centered If the sewer crossing the water main does not meet the Case 1, .Zone D requirements, the over the pipe being crossed. water main shall have no joints within four feet from either side of the sewer and shall be 4. Any sewer pipe within a continuous sleeve. A sewer line crossing a water main shall be constructed of: 1. A continuous section of ductile iron pipe with hot dip bituminous coating. 2. A continuous section of Class 200 (DR 14 per AWWA C900) plastic pipe or equivalent, centered over the pipe being crossed. D 3. A continuous section of reinforced concrete pressure pipe (per AWWA C302 -74) centered over the pipe being crossed. 4. Any sewer pipe within a continuous sleeve. 5. Any sewer pipe separated by a ten —foot by ten —foot, four —inch thick reinforced concrete slob. CASE 2 NEW WATER MAIN BEING INSTALLED (See Figure 2) ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER: A No water mains parallel to sewers shall be constructed without approval from the health agency. If the sewer paralleling the water main does not meet the Case 1, Zone B requirements, the water main shall be constructed of: 1. Ductile iron pipe with hot dip bituminous coating. B 2. 3. Class_ 200 pressure rated plastic water pipe (DR 14 per AWWA C900) or equivalent. 4. 5. If the sewer crossing the water main does not meet the Case 1, Zone C requirements, the C water main shall have no joints in Zone C and be constructed of: 1 or 3 as in Zone B. above. If the sewer crossing the water main does not meet the Case 1, .Zone D requirements, the D water main shall have no joints within four feet from either side of the sewer and shall be constructed of: 1 or 3 as in Zone B, above. a D REVISIONS. I BY Alternates Eliminated Rdf1 Redrawn to CAD JD1 — m o1' sm has mism WATER — SEWER SEPARATION CRITERIA TEXT (CONT'D) 6130 Edition• CRITERIA FOR THE. SEPARATION OF WATER MAINS AND SANITARY SEWERS ZONE A 2 (-ZONE 8--1 PARALLEL ZONE A —a CASE 1 NEW SEWER MAIN Figure 1 CROSSING ZONE P is a prohibited zone. Section 64630(e)(2) California Administrative Code, Title 22. IiIIIIIII11111k%x X IIIIIIIIIIIIIII CASE 2 CROSSING PARALLEL NEW WATER MAIN Figure 2 NOTES .AND_ DEFINITIONS • COMPRESSION JOINT — A push —on joint that seals by means of the compression of a rubber ring or gasket between the pipe and a bell or coupling. • DIMENSIONS are from the outside of water main to outside of sewer line or manhole. • FUSED JOINT — The joining of sections of pipe using thermal or chemical bonding processes. • GROUND WATER — Subsurface water found in the saturation zone. • HEALTH AGENCY — The State Department of Health Services. For those water systems supplying less than 200 service connections, the local health officer shall act for the Department of Health Services. • HOUSE LATERAL — A sewer pipe connecting the building drain and the main sewer line. • LOW HEAD WATER MAIN - Any water main which has a pressure of 5 psi or less at any time at any point in the main. • MECHANICAL JOINT - Bolted ,joint • RATED WORKING WATER PRESSURE or PRESSURE CLASS — A pipe classification system based upon internal working pressure of the fluid in the pipe, type of pipe material, and the thickness of the pipe wall. • SLEEVE A protective tube of steel with a wall thickness of not less than one— fourth inch into which a pipe is inserted. • WATER SUPPLIER Any person who owns or operates a public water system. APPROVED BY CITY ENGINEER DATE Vi- Iq SM WATER - SEWER REVISIONS BY I APP I DATE , SEPARATION CRITERIA Per State Standards MDIP JWH f2 -84 �S DETAILS Redraum to -CAD JDL I MD 1 6 -93 OB'SW May 95 Edition I I 1 i 1 I 1 I 6140 1 1 I I I 1 Irl n C 1 GENERAL NOTES: A. A 14go min. insulated solid copper tracer wire shall be tied to corp stop, taped to service line at 6' max. intervals and run up into meter box with 2' to 3' extra coiled up inside. B. House holders shall be notified at least one hour prior to shutting off service for making connection.. C. In cases where fire sprinklers may be desirable or required, 1" lines shall be copper. City Valve Meter Size Cust. Valve D 2"* 11/2" 11/2" 15" 2" 2" 2" 17' NOTES: *Requires adaptor; 14 1O All mains shall use service saddle. Cl and DI mains may be direct — tapped only with the written permission of the City Utilities Engineer. Service saddle, double strap, C —C threads: AC, Cl & DIP main — JONES J -979 or FORD F202B Series / PVC main — JONES J -969 or Rockwell 393 Saddle service shall be installed per manufacturers recommendations. 33 2" corporation stop, ball valve, CC x MIP: JONES J -1944 4 1" corporation stop, ball valve, CC x MIP: JONES J -1944 55 1/8 bend, brass; FIP x FIP © Coupling, MIP x flare: JONES J -1531 7O Polyethylene tubing; 20b psi, AWWA C9O1: WESFLEX GOLD LABEL 3408, DRISCOPIPE; or approved equal. ® Coupling, flare x FIP: JONES J -1535 or FORD C21 Series Q9 1/4 bend, MIP x sweat 10 Copper tubing, type K, soft 11 Curb stop, ball valve: JONES J -1913W or FORD BF 13 Series 12 Meter box and lid: BROOKS 65 Series, when located in driveway, shall be 65 —TR Traffic Lid.) 13 Install 3 diameter sleeve to 12" behind back of sidewalk. 0 14 WATER 15 MAIN 16 19 3/4" 1 3_/4' 1 9' APPROVED BY CITY El 0 14 WATER 15 MAIN 16 19 Meter adaptor: FORD A67 *Requires adaptor, 1© Meter box and lid: BROOKS 37T Series (Traffic Lid) Install 2" diameter sleeve to 12" behind back of sidewalk. Meter adaptor: JONES J -128H or FORD A24 Angle meter stop: JONES J -1525 or FORD KV23W Series Install #4 rebor all around meter box. TO NEW SERVICE ON NEW OR EXISTING_ WATER MAIN. DATE I M7 Of APP DATE MDW 9 -94 MDW 1 -95 San NEW WATER SERVICE � b LUIS 1 " and 2" AS, Edition 6210 THIS DETAIL APPROVED BY CITY El REVISIONS Redrawn to CAD Eliminate Poly6u Meter adaptor: FORD A67 *Requires adaptor, 1© Meter box and lid: BROOKS 37T Series (Traffic Lid) Install 2" diameter sleeve to 12" behind back of sidewalk. Meter adaptor: JONES J -128H or FORD A24 Angle meter stop: JONES J -1525 or FORD KV23W Series Install #4 rebor all around meter box. TO NEW SERVICE ON NEW OR EXISTING_ WATER MAIN. DATE I M7 Of APP DATE MDW 9 -94 MDW 1 -95 San NEW WATER SERVICE � b LUIS 1 " and 2" AS, Edition 6210 GENERAL NOTES: A. A 14 ga. min.. insulated copper tracer wire shall be tied to Corp stop, taped to service line at 6' max. intervals, and soldered to (E) tracer wire or (E) copper service line. B. House holders shall be notified at least one hour prior to shutting off service for making connection. C. Water meter boxes shall be upgraded to current standards. BROOKS Series 36 —T for 3/4 ", 37 —T for 1 ", 38 —S for 1 -1/2 ", and 65 —S for 2 ". When in driveways use 38 —TR (1 1/2 ") or 65 —TR 2 ". ^, 0 WATER MAIN NOTES O1 All mains shall use service saddle. Cl & DI mains may be direct— tapped only with the written permission of the City Utilities Engineer. O2 Service saddle, double strap, C —C threads: AC, CI & DIP main — JONES J -979 or FORD F202 Series. PVC main — JONES J -969 or ROCKWELL 393 Service saddles shall be installed per manu- facturer's recommendations. O3 3/4 ", 1 1 1/2", 2" corp stop, ball valve, CC x MIP: JONES J -1944 ® 1/8 bend, brass, FIP x FIP OS Coupling, MIP x flare: JONES J -1531 © Polyethylene tubing, 200 psi, AWWA C901: WESFLEX GOLD LABEL 3408, DRISCOPIPE or approved equal. O7 Copper tubing, type K, soft ® Coupling, flare x flare: JONES_ J -1528 or FORD C22 Series. THIS STANDARD APPLIES rO NEW MAIN INSTALLA710 APPROVED BY CRY ENGINEER DATE REVISIONS BY APP DATE Eliminate Polybutylene RMH MDW 3 -95 Redrawn to CAD JDL MD1P 10 -93 1 TYPE 1 (ANY MAINS) (E) .POLYETHYLENE SERVICE LINE TYPE 2 (ANY MAINS) (E) COPPER TYPE 1 (METAL MAINS) TYPE 2 (ANY MAINS) (E) COPPER ------------ TYPE 1 (NON —METAL MAINS) (E) COPPER TYPE 2 (NON— .METAL MAINS) SHORTENED (TYPE 1 for WATER SERVICE UTYPES 1 3/4" - 95 Edition CONNECTION SC 2» 6220 L� I I I r. H I I DI 1 1 I I 1 1 1 J 1 i I 1 1 i. GENERAL NOTES: 0. A. New Service Line, Fittings, & Meter Box shall be upgraded to next size, either 1" or 2 ", using Meter Adaptor if needed, FORD A67 for 1 71/2 - - -- Meter, FORD A24 or JONES J -128H for 3/4" Meier. a. . (With Polybutylene Services, Meter Box & �cr--. CITY CUSTOMER Fittings may not need replacing.) a N VALVE VALVE -1 B. If service replacement involves existing main, new connection shall be made 12" Min. from old connection. Old Corp. stop shall be closed _ D and a threaded brass plug or cap installed. CD C. A 14ga. min. insulated solid copper tracer wire shall be tied to Corp stop, taped to service 7 line at 6 foot max. intervals, and run up 8 10 into meter box with 2' -3' extra coiled up inside. D. House holders shall be notified at least one 9 hour prior to shutting off service for making connection. E. In cases where Fire Sprinklers may be desirable g or required, 1 lines shall be copper. ° °� CUSTOMER ° CITY o, VALVE O VALVE WATER 3 0 0 MAIN �. n NOTES: 11 O1 All mains shall use service saddle. Cl and DI mains may be direct— tapped only with written permission of the City Utilities Engineer. Q2 Service saddle, double strap, C —C threads: AC, Cl, & DIP main — JONES J -.979 or FORD F202B Series / PVC main — JONES J -969 or ROCKWELL 393 Service saddles shall be installed per manufacturer's recommendations. O3 1" or 2" corp stop, ball valve, CC x MIP: JONES J -1944 ® 1/8 bend, brass, FIP x FIP Q5 Coupling, MIP x MIP: JONES J -1531 © Polyethylene tubing, 200 psi, AWWA C901: WESFLEX GOLD LABEL 3408, DRISCOPIPE, or approved a ual. 7O Coupling, flare x FIP: JONES J -1535 or �ORD C21 Series ® 1/4 bend, MIP x sweat Q9 Copper tubing, type K, soft 10 Curb stop, 2" ball valve: JONES J -1913W or FORD BF13 Series 11 Meter Size D 3/4 7 1/2" 1 1/2" 13" - 2" 17" 1 angle meter stop: JONES J -1525 or FORD KV23W Series 12 BROOKS 65 Series for .2" service, (65 —TR when in driveway). 13 BROOKS 37T Series for 1" service. THIS DETAIL APPLIES TO REPLACEMENT OF EXISTING LEAD 'OR GALVANIZED SERVICE (TYPE _ 3) _ OR POLYBUTYLENE SERVICE (TYPE 4). APPROVED BY CITY ENGINEER DATE O — MY �11119 san WATER SERVICE REPLACEMENT REVISIONS BY APP _ DATE TYPES 3 & 4 Redraum -to CAD JDL MDiY 6 -93 � US se �� Eliminate Polybutyle7w "H MDW 3 -95 OB1SM) (Ex.istin.g 3/4 2 )s23 _ Ma y'95 95 Edition - ___ _ GENERAL NOTES: 'I` -10•• ` A. If service line is lead, galvanized, _ steel or polybutylene, entire service CUSTOMER shall be replaced; _from main to .a ° VALVE — meter. See CITY STANDARD #6230. 12" CITY VALVE B.. A 14ga min. insulated solid copper C= tracer wire shall be tied to Corp stop, taped to service line at 6' Max-. intervals D and run up into meter box with 2' to 3' extra coiled up inside. C. House holders shall be notified at 4 6 least one hour prior to shutting off 5 service for making connection. (E) COPPER OR POLYETHYLENE SERVICE LINE e_ CI V) r } 36° NOTES: O1 Coupling, flare x flare: JONES J -1528 or FORD C22 Series 20 Polyethylene tubing, 200 psi, AWWA C901, WESFLEX GOLD LABEL 3408, DRISCOPIPE, or approved equal. 30 Coupling, flare x FIP: JONES J -1535 or FORD C21 Series ® 1/4 bend, MIP x sweat O Copper tubing, type K, soft © Curb stop, 1 1/2° or 2° ball valve: JONES J=1913_W or 13" FORD BF13 Series t�7 Angle meter stop, 3/4" or 1": JONES J -1525 or FO_ RD KV23W Series ® Meter box and lid 3/4 ": BROOKS 36 "T" Series 1" BROOKS 37 "T" Series O9 Meter box and lid 1 1/2 ": BROOKS 38 Series (For driveways use 38 —TR) 2" : BROOKS 65 Series (For driveways use 65 —TR) CUST. VALVE Service Size D 3/4' 7 1/2" 1•. 11•. 1 1/2" 13" 2" 17" 10 Install 14 rebor all around meter box. 1.1 Install sleeve to 12" behind back of sidewalk: 2° sleeve for 3/4" & 1" service, 3" sleeve for 1 1/2" & 2" service. THIS STANDARD APPLIES TO EXTENSION OF SERVICE TO NEW METER LOCATION. PROVED BY CrrY ENPINE ER DATE 111:;1W of - Sp WATER SERVICE RELOCATIONS vlsloNS eir -APP--I DATE • COPPER & POLYETHYLENE 3/4 — 2 6250 1v 95 Edition 1 1 ","R. NOTES: END VIEW Q All AC & PVC mains shall use service saddle — Service saddle, double strap, C —C threads: AC main — JONES J =979 or FORD F202 Series PVC main — JONES J -969 or ROCKWELL 3.93 Service saddles shall be installed per manufacturers recomendations. Q 2" Corp stop, ball valve — JONES J -1.944 Q 1/8 bend, brass, FIP x FIP ® Coupling, MIP x flare — JONES, J -1.531 Q 2" Polyethylene tubing, 200 psi, AWWA C901: WESFLEX GOLD LABEL 3408,' DRISCOPIPE, or approved equal. Coupling, flare x FIP — JONES J -1535 or FORD C21 Series O7 1/4 bend, MIP x sweat 2" Copper tubing, type K, soft Q9 Copper tee, all sweat — 2" x 2 ", Service line shall be at or near center of manifold. 10 Copper tee, all sweat — 2" x 1" 11 Copper reducing ell; sweat x sweat — 2" x 1" 1© 1 Copper tubing, ' type K, soft 13 Adaptor, sweat x MIP 14 1" Angle meter stop — JONES J -1527 or FORD FV13 Series 15 Each service shall be designated to an address and /or unit by attaching a brass tog to curb stop with a non— ferrous wire. Meter boxes shall be in alphabetical or numerical order with respect to address. See ENGRG. STD., #6210 for meter box installation and meter setting information.. 16 A tracer wire shall be installed, a 14go. insulated solid capper wire, tied to core st - -op, taped to service line at 6 foot min. intervals, and with 2' — 3' extra length coiled in meter box closest to service line. 1�7 Each service line shall serve no more than 6 meters. APPROVED BY CITY ENGINEER DATE MOP 0 REVISIONS BY APP DATE Sd11 MANIFOLD Redrawn To CAD t2dfH" MDiY 6 -94 US MULTIPLE WATER SERVICES Eliminate Polybutylene RMH MDTi 3 -95 _ 061SW Mcy 95 Edition 6260 l t 1 1 1 � WATER MAIN 1 - 1 1 1 ","R. NOTES: END VIEW Q All AC & PVC mains shall use service saddle — Service saddle, double strap, C —C threads: AC main — JONES J =979 or FORD F202 Series PVC main — JONES J -969 or ROCKWELL 3.93 Service saddles shall be installed per manufacturers recomendations. Q 2" Corp stop, ball valve — JONES J -1.944 Q 1/8 bend, brass, FIP x FIP ® Coupling, MIP x flare — JONES, J -1.531 Q 2" Polyethylene tubing, 200 psi, AWWA C901: WESFLEX GOLD LABEL 3408,' DRISCOPIPE, or approved equal. Coupling, flare x FIP — JONES J -1535 or FORD C21 Series O7 1/4 bend, MIP x sweat 2" Copper tubing, type K, soft Q9 Copper tee, all sweat — 2" x 2 ", Service line shall be at or near center of manifold. 10 Copper tee, all sweat — 2" x 1" 11 Copper reducing ell; sweat x sweat — 2" x 1" 1© 1 Copper tubing, ' type K, soft 13 Adaptor, sweat x MIP 14 1" Angle meter stop — JONES J -1527 or FORD FV13 Series 15 Each service shall be designated to an address and /or unit by attaching a brass tog to curb stop with a non— ferrous wire. Meter boxes shall be in alphabetical or numerical order with respect to address. See ENGRG. STD., #6210 for meter box installation and meter setting information.. 16 A tracer wire shall be installed, a 14go. insulated solid capper wire, tied to core st - -op, taped to service line at 6 foot min. intervals, and with 2' — 3' extra length coiled in meter box closest to service line. 1�7 Each service line shall serve no more than 6 meters. APPROVED BY CITY ENGINEER DATE MOP 0 REVISIONS BY APP DATE Sd11 MANIFOLD Redrawn To CAD t2dfH" MDiY 6 -94 US MULTIPLE WATER SERVICES Eliminate Polybutylene RMH MDTi 3 -95 _ 061SW Mcy 95 Edition 6260 • MAY BE USED ONLY WITH PERMISSION OF FIRE DI NOTES: 1Q Hydrant shall have 6 —hole flange and bronze caps. Outlets shall be 2 1/2" National Standard hose thr and 4 1/2" National Standard thread. 4 1/2" outic shall point toward street. Q2 Hydrant shall be located behind sidewalk if sufficient right —of —way exists (Fig. A), or behind curb (Fig. B, C). If located behind sidewalk, 12" minimum clearance shall be provided between back of sidewalk and outlet cap nut. Q3 Standard setback from curb face, 18" — 21". ® When located in unpaved area, hydrant installation shall include 4' x 4 x 6" minimum P.C.C. pod, doweled into curb and sidewalk, #4 ® 18 "o.c. QS Hydrant shall be installed to provide 3" min. to 4' max. clearance between underside of flange and sidewalk surface, and shall have 5/8" x 3" drilled breakaway bolts installed, with nuts on top of flange and bolts filled with silicone or butyl caulk. ©Thrust block, Class B P.C.C., shielded from flanges and bolts. Q Tapping sleeve — MUELLER H -610, M.J., Class 125, ROMAC SST — stainless steel, or approved equal. Q1 Tapping valve — MUELLER H -667, M.J., 0 —ring type, Class 125. 1© Split in swivel gland shall be offset from split in tapping sleeve by one bolt position. NOTES (cont'd): Q7 Anchoring tee —M.J. x M.J. x Swivel. If regular line run tee is used, a swivel x solid adapter (pup) shall be used (see ENGRG. STD. No. 6320) a . QB Gate valve, M.J. x M.J., resilient II seated with fully — encapsulated gate, epoxy— coated inside & outside, full —size waterway, open to the left, non — rising stem with 0 —ring seals, AVK, CLOW F -1600, or approved equal, and shall conform to AWWA Standard C -509. (See ENGRG. STD. No. 6340) """ o'er Q9 See ENGRG. STD. No. 6340 for valve well & collar details. ® UATER ® _ ® HYDRANT ea ANCHORING TEE waterway 1© Laterals shall be PVC or ductile iron, 6" min. diameter. APPROVED BY CITY ENGINEER DATE REVISIONS "¢J... APP W.. HYDRANT 2 1/2 4 1/2 5 -94 Expand Note B FIG. B 2 Q� HYDRANT CLOW 2065 RESIDENTIAL • 2 W. 3 •: W. � CLOW 2060 FIG. C 4 • MAY BE USED ONLY WITH PERMISSION OF FIRE DI NOTES: 1Q Hydrant shall have 6 —hole flange and bronze caps. Outlets shall be 2 1/2" National Standard hose thr and 4 1/2" National Standard thread. 4 1/2" outic shall point toward street. Q2 Hydrant shall be located behind sidewalk if sufficient right —of —way exists (Fig. A), or behind curb (Fig. B, C). If located behind sidewalk, 12" minimum clearance shall be provided between back of sidewalk and outlet cap nut. Q3 Standard setback from curb face, 18" — 21". ® When located in unpaved area, hydrant installation shall include 4' x 4 x 6" minimum P.C.C. pod, doweled into curb and sidewalk, #4 ® 18 "o.c. QS Hydrant shall be installed to provide 3" min. to 4' max. clearance between underside of flange and sidewalk surface, and shall have 5/8" x 3" drilled breakaway bolts installed, with nuts on top of flange and bolts filled with silicone or butyl caulk. ©Thrust block, Class B P.C.C., shielded from flanges and bolts. Q Tapping sleeve — MUELLER H -610, M.J., Class 125, ROMAC SST — stainless steel, or approved equal. Q1 Tapping valve — MUELLER H -667, M.J., 0 —ring type, Class 125. 1© Split in swivel gland shall be offset from split in tapping sleeve by one bolt position. NOTES (cont'd): Q7 Anchoring tee —M.J. x M.J. x Swivel. If regular line run tee is used, a swivel x solid adapter (pup) shall be used (see ENGRG. STD. No. 6320) a . QB Gate valve, M.J. x M.J., resilient II seated with fully — encapsulated gate, epoxy— coated inside & outside, full —size waterway, open to the left, non — rising stem with 0 —ring seals, AVK, CLOW F -1600, or approved equal, and shall conform to AWWA Standard C -509. (See ENGRG. STD. No. 6340) """ o'er Q9 See ENGRG. STD. No. 6340 for valve well & collar details. ® UATER ® _ ® HYDRANT ea ANCHORING TEE waterway 1© Laterals shall be PVC or ductile iron, 6" min. diameter. APPROVED BY CITY ENGINEER DATE REVISIONS OUTLETS APP APPLICATION HYDRANT 2 1/2 4 1/2 5 -94 Expand Note B STANDARD MDW 2 JONES 3770 HYDRANT CLOW 2065 RESIDENTIAL • 2 1 JONES 3760 R -1 / R -2 CLOW 2060 • MAY BE USED ONLY WITH PERMISSION OF FIRE DI NOTES: 1Q Hydrant shall have 6 —hole flange and bronze caps. Outlets shall be 2 1/2" National Standard hose thr and 4 1/2" National Standard thread. 4 1/2" outic shall point toward street. Q2 Hydrant shall be located behind sidewalk if sufficient right —of —way exists (Fig. A), or behind curb (Fig. B, C). If located behind sidewalk, 12" minimum clearance shall be provided between back of sidewalk and outlet cap nut. Q3 Standard setback from curb face, 18" — 21". ® When located in unpaved area, hydrant installation shall include 4' x 4 x 6" minimum P.C.C. pod, doweled into curb and sidewalk, #4 ® 18 "o.c. QS Hydrant shall be installed to provide 3" min. to 4' max. clearance between underside of flange and sidewalk surface, and shall have 5/8" x 3" drilled breakaway bolts installed, with nuts on top of flange and bolts filled with silicone or butyl caulk. ©Thrust block, Class B P.C.C., shielded from flanges and bolts. Q Tapping sleeve — MUELLER H -610, M.J., Class 125, ROMAC SST — stainless steel, or approved equal. Q1 Tapping valve — MUELLER H -667, M.J., 0 —ring type, Class 125. 1© Split in swivel gland shall be offset from split in tapping sleeve by one bolt position. NOTES (cont'd): Q7 Anchoring tee —M.J. x M.J. x Swivel. If regular line run tee is used, a swivel x solid adapter (pup) shall be used (see ENGRG. STD. No. 6320) a . QB Gate valve, M.J. x M.J., resilient II seated with fully — encapsulated gate, epoxy— coated inside & outside, full —size waterway, open to the left, non — rising stem with 0 —ring seals, AVK, CLOW F -1600, or approved equal, and shall conform to AWWA Standard C -509. (See ENGRG. STD. No. 6340) """ o'er Q9 See ENGRG. STD. No. 6340 for valve well & collar details. ® UATER ® _ ® HYDRANT ea ANCHORING TEE waterway 1© Laterals shall be PVC or ductile iron, 6" min. diameter. APPROVED BY CITY ENGINEER DATE REVISIONS BY APP DATE Redrawn To CAD RVH NDW 5 -94 Expand Note B RMH MDW 3 -95 CMYOF SM � b US OBIWO V a FIRE �I HYDRANT TAPPING TEE FIRE HYDRANT ASSEMBLY 95 Edition 6310 I I 1 1 1 METHOD 1 DUG LUG GLAND UT VALVE ALL — THREAD PUP SOLID RUBBER GASKET a .e . METHOD 2. SWIVEL x SOLID ADAPTOR T —BOLT & NUT SWIVEL GLAND FITTING CLASS B PCC THRUST BLOOK, SHIELDED FROM BOLTS AND FLANGES VALVES ADJACENT TO FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS LISTED BELOW; METHOD 1 — May be used only with in =line bolt alignment of valve & fitting. See chart below for number of all threads. All— threads shall be coated with HENRY'S #204 plastic roof cement, or equal. This method may be used only with approval of City Utilities Engineer. METHOD 2 May be used with .either offset or in —line bolt aliignment METHOD 3 — Flange —to— flange bolted connection may be used. METHOD 4 — Retainer glands may be used with ductile iron pipe only, sub- ject to City approval. Retainer glands may NOT be used on fire hydrant laterals. METHOD .5 — Swivel gland & integral retaining lip connections may be used. <(DQ APPROVED OFFSET IN —LINE BOLT HOLE ALIGNMENT BY CrrY ENGINEER _ METHOD 1 PIPE SIZE No. of ALL— THREADS (min) 4" 2 a" 1.0" 4 12 ", 14" - 6 over 14° TO BE DETERMINED IN FIELD DATE m Or BY I APP DATE A "n thrust block MDW U.q CWH f0 =93 S to CAD JDL I MDW 10 -93 OBISM VALVE to FITTING RESTRAINT 6320 Valve required at O O ❑ ❑ all branch lines _ ❑ ❑ SOLID SLEEVE - Cast iron, ❑ ❑ ❑ MJ x MJ, 12" min. length T —BOLT GLAND _ TEE, CROSS, VALVE, etc. 1 SOLID RUBBER GASKET �. a a a. SPACER (wedding band) shall be min. installed. lled. (Inspection required) THRUST BLOCK — Class &PCC, CUT—IN shielded from bolts & flanges. , TAPPING VALVE - Gate valve, resilient seated with fully en— Topping sleeve shall be separated capsulated gate, epoxy- coated from nearest bell, flange, service inside and outside, full —size clamp, corp stop, etc. by a distance waterway, open to the left, non _ —__ _ no less than 1 1/2 pipe diameters, rising stem with 0 -ring seals, n o .a with a minimum of 18. 200 PSI working pressure, and meets AWWA C -509. AVK, CLOW o 1 o F -1600 or approved equal.. a - a 1 142 dia. 1 1/2 dia. 18 min. - -- -- 18" min. l I `. a D a TAPPING SLEEVE — MUELLER H -615, °' ► ROMAC SST stainless steel, or Split in swivel gland shall be ° D. B' p' approved equal offset from split in tapping ° sleeve by one bolt position. THRUST BLOCK — Class B PCC, HOT TAP shielded from bolts & flanges. APPROVED BY CITY ENGINEER DATE or 411011- REVISIONS BY APP DATE a WATERLINE TIE-IN DeL 'NOTE", add valve JDL I MDW 10 -93 � S Redraum to CAD JDL MDW 10 -93 OBIVO Ma .95 Edition 6330 ' I I COLLAR Class A PCC trowelled to street grade and allowed to cure for 48 hours prior to full traffic use. 0 VALVE WELL & COVER CHRISTY G -5, or appv'd equal. Cover shall be imprinted with "WATER ". Pavement 10" n 10" 6" min. dia. riser, SDR 35 PVC, one continuous piece (no joints). U WATER VALVE PVC waterline spigots 10" or Smaller Mains: — II -_— — =II1 (12" and larger) shall Gate valve, MJxMJ, resilient, I E be beveled on inside seated with fully encapsulated — I I— I I —' for butterfly valve vane gate, epoxy— coated inside and clearance. outside, full —size waterway, open to the left, non — rising stem with 0 —ring seals, 200 PSI working pressure, and meet AWWA C -509. AVK, CLOW F -1600 or approved equal. 12" or Larger Mains: MJxMJ, butterfly valve, Dresser 450, Mueller Line Seal III, or approved equal. SECTION A -A APPROVED BY CITY ENGINEER DATE m Or REVISIONS BY APP DATE MAN WATER VALVE & WELL �iI US Eliminate VCP Riser RMH MDW 3 -95 ()B'"M 6340 IMay 95 Edition TYPICAL PLUG drilled for 2" Btowoff on 4' or 6' main. NOTE TYPICAL PLUG drilled for 3' Blowoff on 8° 10' or 12" main. Protect all fittings with plastic and pour thrust block at end of street main. shape and location to be determined in field. SCHEDULE 1. Water -Main - 4" 6" 8" 10" 12" 2. Cast Iron Cap or Plug, M.J. 4'x2" 6 "x2" 8 "x3' 10 °x3' 12'x3' 3. Brass Nipple 2"x18" 2 "x18" 3 "x18" 3 "x18" 3 - x18" 4. Bronze Gate Valve -Screw JT _ 2-, .. _ - 2 ". - 3" 3" - 3" ._ 5. Brass Ni le 2'x8" 2 "x8" 3 "x10° 3'x10" 3"x10° 6. Brass 90' Ell 2" 2' 3° 3 "- 3' 7. `Brass Riser _2 "x26 "t_ _ _2 "x26 "±. _3 "x32 "± __. 3 "x32"± - _ 3'x32* ±_ 8. Brass Cou lin - Threaded 2" 2" 3' 3" 3' 9. Brass Plug - - - 2" _ _2 "_ 3" _ . _ - 3" 3" - 10.1 Christy Valve Box and Cover G _S G -5 G -5 G -5 G =5 APPROVED BY CI1Y ENGINEER Redrdum To CAD DATE BY I APP DATE SM RMH MDW 1 -95 S ®BIMO BLOWOFF ASSEMBLY 95 Edition 6350 1 Weld cover plate Air Release Valve at. minimum grade of 1 %. 10 Nylon bushing -PUCO, or equal /WATER MAIN 11 Corporation stop - MUELLER H -15000 or JONES J -1500 12 Street elbow -golv. 1O Air Release Valve -APCO 143C(1-) or 145C(2 ") 13 Nipple -10" goly. O Nipple- brass, short 14 Elbow -galv. O3 Sall valve -JONES J -1905 15 Nipple -10" galv. 0 Nipple - bross, 10' 16 10 ga. steel, min. wall thickness of tubing OS Elbow= brass, 90' 1© Paint. with zinc -oxide primer and 2 coats of light © Cadmium plated bent bolts 1 /2'e(typ.3 places)with nuts green enamel Angle "x1 "x1 ",2 "long(typ.3 18 Drill min. of 6 -1/2" dia. holes on circumference O7 -gals. steel 1 1/2 1/2 /4 places) evenly spaced ® Copper tubing -Type K, soft 19 P.C.C. slob -30 "00 "x4" thick O9 Coupling- quarter bend, MUELLER H- 15475 20 Coupling, Jones J1531 APPROVED BY CITY ENGINEER DATE MY O___ - ����, -"'d'� AIR RELEASE REVISIONS BY APP DATE US �/� VALVE ASSEMBLY 13 " Redrawn. To CAD RMH MD f -95 1 & 2 � � OBISM May 95 Edition 6360 OA O.S. &Y. GATE VALVE WITH FULLY = ENCAPSULATE_ D RESILIENT SEAT Dresser or Kennedy;(CONFORMING TO LATEST EDITION OF AWWA STANDARD C509 -80. Q U.S.C: APPROVED DOUBLE DETECTOR CHECK VALVE BACKFLOW PREVENTER ASSEMBLY, WITH 3/4" NON- VALVED BYPASS METER ASSEMBLY. © ALL RISERS AND ABOVE- GROUND MAINLINE FITTINGS SHALL BE FLANGE —TYPE. OD P.C.C. PAD, 12" MIN. AROUND RISERS, 5 —SACK. O M.J. x FLANGE ADAPTOR. OF P.C.C. THRUST BLOCKS, 6-SACK. MAY BE USED IN LIEU OF SEPARATE. DOUBLE DETECTOR CHECK ASSEMBLY AND DETECTOR CHECK IN SERIES. .APPROVED BY CITY ENGINEER DATE cmy or - . -- -- DOUBLE CHECK REVISIONS BY APP DATE BACKFLOW PREVENTER Im S''. Redraurn. To CAD "H MDW 1 -95 - 4» TO 10 „ May 95 Edition 6420 1 i 1 1 1 1 1 COVER PLATES A— All vault cover parts and frame shall be hot —dip galvanized after fabrication. B— Cover plates shall be complete with reading lid and chain, lift — holes, stiffener, and bolt— downs. C— Reading lid to be cut from cover plate. Location to be directly over meter and determined in field. a! ' a. 10" MIN. iii F • "`t'• "' �P 0 2 7 1 2 DIAM. 4" E D 13 DIAMOND PLATE STEEL UNDISTURBED MIN. \� f . . 0 J W .. 1 COVER PLATES(2)— Brooks No.745(6 " &8) or No.746(10n) 11 DETECTOR CHECK — Hersey Model DC 2 READING LID 1 3/4" CURB STOP —Jones J -1901 3 METER VAULT TIERS— Brooks No.745(6 " &8 ") or No.746(10 ") 13 3/4" CHECK VALVE 4 CAST IRON PIPE 14 5/8 "x3/4" WATER METER 5 1/2" MORTAR 15 3/4" HOSE BIBB 6 P.C.C. VAULT FOUNDATION & PIER (See Engr.Std.6440) 16 3/4" TEE 7 DRY PACK 1 3/4 "x2" REDUCER 8 GRAVEL BED 18 10 "x10" P.C.C. COLLAR, #4 BAR 9 FLANGE xM.J. ADAPTOR —Smith Blair 912 ALL AROUND 10 O.S. &Y. GATE VALVE W /FULLY — ENCAPSULATED RESILIENT SEAT — Dresser or Kennedy (Conforming to latest edition of AWWA Std.C509 -80) APPROVED BY CITY ENGINEER DATE Of REVISIONS BY APP DATE �r111 MM A_ M DETECTOR CHECK & VAULT `�� FOR 6 ", 8" & 10" FIRELINE Redrawn To can Rear MDW 1 -9s �'S �(S� 6430 May 95 Edition 5' -3 1/2-(6-&S-). 6' -3 1/2-(10-) SECTION A —A NOTES 1. PCC shall be Class S. 2. Foundation shall rest on undisturbed ground. Ground APPROVED BY CITY ENGINEER DATE MY or DETECTOR CHECK REVISIONS BY I APP DATE san VAULT FOUNDATION Rearaurn To can RMH Mnw 1 -95 "S FOR 6 ", 8 ", & 10" FIRELINE mo May 95 Edition 6440 I 1 1 1 1 1 1 i CHRISTY G -5 TRAFFIC VALVE WELL AND LID CURB OR HEADER —\ ^ 'BARKED 'FIRE' • d •.. a i / C e � d a IM INSTALL LOCATER FOR NON — METALIC PIPE IN PUBLIC R.O.W., MINIMUM 14 GUAGE COPPER WIRE WITH COIL IN GATEWELL, DEPTH = 24" 1 SIDEWALK OR CLASS A '.C.C. COLLAR AROUND IALVE WELL AS PER :NGRG.. STD. 6040 d � y a d 6° MIN. DIA. PVC RISER, ONE CONTINUOUS PIECE (NO JOINTS) P.V.C., P.E. OR METALLIC PIPE 2 BJ 3 - VIEW .A -A 1Q 2" BALL VALVE, JONES J -1901 OR FORD B21 -777, OR APPROVED EQUAL. O 2Q POLYETHYLENE TUBING, SCHED. 160, COLD FLARING — WESPRO OR EQUAL. Q3 2 EACH, 2" WxY2" REDWOOD RISER SUPPORTS. _VIEW B — B NOTE: THIS STANDARD TO BE USED ONLY WHERE FIRE DEPT. APPROVED "TELEPHONE LEASE LINE ALARM SYSTEM" IS INSTALLED. OTHERWISE, A DETECTOR CHECK ASSEMBLY IS REQUIRED. I APPROVED BY CITY ENGINEER DATE cmyof -- - FIRE SPRINKLER REVISIONS BY APP DATE i VALVE AND WELL Redrourrt To CAD RMH MDW 1 -95 ) 9 .kiimittate Polybutyiette RmH MDW 3 -95 OB Ma 95 Edition 2 6520 SHUT OFF VALVE NO.1 SHUT OFF VALVE NO.2 a 90`BENDS,FL SIZE DIMENSION TEST COCK NO.1 3 4' -t t — 18" 1'0 "- N0:2 4.' -6 30 6 " -8 — 36" GRADE NO.3 RELIEF VAL. 4''SLAB, 2' +PIPE DIAM. WIDE WATER P.C.C. BLOCKS UNE ' NOTE: UP TO 4 ", USE G.I. PIPE_ AND FITTINGS APPROVED ErY CITY ENGINEER - DATE cm y Or san _. REVISIONS BY APP SAT R.F.-- BACK�FLOW PREVENTER Redrawn To CAD RM MD1P 1 -95 S�' T� 11mis '�( May 95 Edition 65.50_ 0 O B . H TEST COCKS NOS. _ GRADE _ E - 36> MIN. P.C. BLOCKS Q APPROVED CHECK VALVE O.S. &Y. VALVE 90' BENDS, C.L., FL. DQ VERTICAL PIPE, FL. 54" OR AS REQUIRED QE TAPPING SLEEVE & VALVE OR LINE VALVE, INCLUDING LATERAL. Q FLANGED COUPLING ADAPTER NOTE: UP TO 4" USE G.I. PIPE & FITTINGS SIZE H- DIMENSIONS 2" TO 3" 24" 4' TO 6" 30`' 8" TO 10" 36" a iml APPROVED BY Cf1Y ENGINEER DATE. y O r DOUBLE.. DETECTOR CHECK REVISIONS BY APP DATE FOR 2" TO 10 FIRELINES Redravm To CAD "H kb#1 1 -95 ® lwS OB1Cf1/1 May 95 Edition 6560 6" min SECTION A -A APPROVED BY CITY ENGINEER REVISIONS BY APP Precast Base Added I RMH I MDW to CAD DATE DATE. WH I10 -93 COVER: Manhole frame and cover shall have a 24' clear opening and a sealed blind pickhole (SBF -1900 or approved equal). The cover shall be lettered *SANITARY SEWER ". The inside of the frame shall be grouted with non— shrink grout. ADJUSTMENT RINGS: Rings shall be 3' or 6'. Top of cone to 'top of frame shall not exceed 1B'. Grade rings and manhole frame shall be sealed at every joint with butyl rubber (CONSEAL CS -102 or equal). When proper grade cannot be achieved with standard grade rings, the manhole frame shall be suspended in position over the lost grade ring, the inside of the frame and shaft shall be formed with tube or monoform system, and the concrete collar shall be poured to provide the joint between the manhole frame and the grade ring stack. Inside of rings shall be grouted with non— shrink. grout. COLLAR: Coll& shall be Class A concrete, mechanically vibrated, and trowelled to street grade. The collar shell be allowed to cure 48 hours prior to any traffic use. CONE: Cone shall be concentric and conform to the requirements for risers. Eccentric cones may be used only in special cases with the prior written approval of the Utilities Engineer. MANHOLE RISERS: Manhole risers shall be precast concrete conforming to ASTM C -478, and shall have d 6 min. wall thickness with minimal reinforcements. Manholes shall be 48" in diameter unless the size and /or number of inlet(s) and outlet(s) warrants the use of a 60° diameter manhole. JOINTS: Joints shall be set with butyl .rubber sealant (RUB- R —NEK). Inside of joints shall be grouted with non —shrink grout. BASE: Manhole base shall be ;precast reinforced Class B concrete with extended base and conform to the requvements for manhole risers. All .pipe connections shall be cored to fit flexible connectors (KOR —N —SEAL or equal) either by manufacturer or contractor using approved equipment. The precast base shall. be bedded on a minimum of 6' of well graded crushed rock over native material that is either undisturbed or compacted to 95 %. INVERT: Invert shall be completed in a single pour using Class B concrete with steel trowel finish. Any change in direction shall be a fixed radius curve extending from the inlet wall to the outlet wall. Inside surface of invert and area between pipe connection and channel shall be free from gaps, holes and sharp edges: TESTING: The manhole shall be inspected and vacuum - tested prior to placement of back — fill, and again after backfill is completed and cover is set at grade. Upon 48 hours notice by contractor, City forces shall prepare the manhole and perform the test as follows: All inlets to the manhole will be plugged,. a test head will be placed in the top of the manhole and a seal inflated to seal off the manhole. A vacuum of 10 inches of mecury will be drawn on the manhole, and a time measured for the voccurn to drop to 9 inches of mercury.. The manhole shall pass the test if the time for the vacuum drop meets or exceeds the value (in seconds) from the following table: Manhole Diameter Depth (f t) 48' 60' 4 10 13 6 15 20 8 20 26 10 25 33 12 30 39 14 35 46 16 40 52 18 45 59 26 50 65 Should the manhole .foil the test, it will be the Contractor's responsibility to make whatever repairs are necessary to make the manhole pass the vacuum test. Crushed Rock Sieve Analysis 100% Passing 1" 90 -100% Passing 3/4" 20 -55% Passing 3/8" 0 -10% Passing 4 0 -5% Passing 8 OT Q_q AM SEWER MANHOLE VU�a7� Mnv g$ Frl;t;nn 661 I I I I I L�1 I I I I 1 1 V L a V 4 V I W TYPE 'A' DROP INLET PIPE LENGTHS CAN VARY DEPENDING ON MATCH AMOUNT OF DROP TOPS OF PIPES W_ 1Me TYPE 'B' DROP INLET SECTION COVER: Manhole frame and cover shall have a 24' clear opening and o sealed blind pickhole (SBF -1900 or approved equal). The cover shall be lettered SANITARY SEWER'. The inside of the frame shall be grouted with non— shrink grout. ADJUSTMENT RINGS: Rings shall be 3" or 6 ". Top of cone to top of frame shall not exceed 18'. Grade rings and manhole frame shall be sealed at every joint with butyl rubber (CONSEAL CS -102 or equal). When proper grade cannot be achieved with standard grade rings, the manhole frame shall be suspended in position over the last grade ring, the inside of the frame and shaft shall be formed with tube or monoform system, and the concrete collar shall be poured to provide the joint between the manhole frame and the grade ring stack. Inside of rings shall be grouted with non — shrink grout. COLLAR: Collar shall be Class A concrete, mechanically vibrated, and trowelled to street grade. The collar shall be allowed to cure 48 hours prior to any traffic use. CONE: Cone shall be concentric and conform to the requirements for risers. Eccentric cones may be used only in special cases with the prior written approval of the Utilities Engineer. MANHOLE RISERS: Manhole risers shall be precast concrete conforming to ASTM C -478, and shall have a 6' min. wall thickness with minimal reinforcements. Manholes shall be 48" in diameter unless the size and /or number of inlet(s) and outlet(s) warrants the use of a 60" diameter manhole. JOINTS: Joints shall be set with butyl rubber sealant (RUB— R —NEK). Inside of joints shall be grouted with non— shrink grout BASE: Manhole base shall be precast reinforced Class B concrete with extended base and conform to the requirements for manhole risers. All pipe connections shall be cored to fit flexible connectors (KOR —N —SEAL or equal) either by manufacturer or contractor using approved equipment. The precast base shall be bedded on a minimum of 6' of well graded crushed rock over native material that is either undisturbed or compacted to 95 %. INVERT: Invert shall be completed in a single pour using Class B concrete with steel trowel finish. Any change in direction shall be a fixed radius curve extending from the inlet wall to the outlet wall. Inside surface of invert and area between pipe connection and channel shall be free from gaps, holes and sharp edges. TESTING: The manhole shall be inspected and vacuum — tested prior to placement of back — fill, and again after back-fill is completed and cover is set at grade. Upon 48 hours notice by contractor, City forces shall prepare the manhole and perform the test as follows: All inlets to the manhole will be plugged, a test head will be placed in the top of the manhole and a seal inflated to seal off the manhole. A vacuum of 10 inches of mecury will be drawn on the manhole, and a time measured for the vaccum to drop to 9 inches of mercury. The manhole shell pass the test if the time for the vacuum drop meets or exceeds the value (in seconds) from the following table: Should the manhole fail the test, it will be the Contractors responsibility to make whatever repairs are necessary to make the manhole pass the vacuum test. Crushed Rock Sieve Analysis MANHOLE DfF1H (ft) 4 1 6 8 110 112 114 16 18 20 TIME IN 46' DIA 10 115 120 125 130 135 140 145 150 SECONDS 60' DIA. 13 120 126 133 139 146 152 1591 65 Should the manhole fail the test, it will be the Contractors responsibility to make whatever repairs are necessary to make the manhole pass the vacuum test. Crushed Rock Sieve Analysis 100% Passing 1' 90 -100% Passing 3/4' 20 -55% Passing 3/8" 0 -10% Passing 4 0 -5% Passing 8 METHOD "B" SHALL BE USED ONLY WHEN AMOUNT OF DROP IS TO LITTLE FOR METHOD "A APPROVED BY CITY ENGINEER DATE �a v7 or Q REVISIONS BY APP DATE SM SEWER Redravm To CAD RMH MDW 1 -95 �� cUS DROP M A N H O L E Precast Base Added RMH A(DW 3 -95 (M'SM May 95 Edition 6620 COVER (w/ blind pickhole) Manhole frame and cover shall be SBF -1900 or approved equal, with a 24' clear openin5, and the cover shall be lettered SANITARY SEWER ". °. Inside of frame shall be grouted. . J COLLAR Collar shall be Class. "A" concrete, ° trowelled to street grade, and • allowed to cure 48 hours prior to any traffic use. 7 —sack concrete may br required to allow next day 10° traffic use. /--Pavement surface 12" 1 L• Area to be formed (if needed) to adjust to grade. NOTES: • Inside surface of surface free from -- _ ADJUSTMENT RINGS 24 Rings shall be 3" or 6 Inside of rings shall be grouted. Use 6" concrete reducing rings in cases where existing manhole opening must be. reduced to accommodate the new frame and cover. (E) Manhole cone manholes shall be grouted "to obtain a smooth gaps, holes and sharp edges. • Use 3" or 6" adjustment rings as need_ ed to adjust size and to adjust manhole frame and lid to new street. surface. • Completely remove existing concrete collar prior to pouring new concrete collar. The diameter of the new collar shall be equal to the existing collar or the minimum diameter specified in the above detail, whichever is larger. • Grade -rings shall be sealed at every joint with butyl rubber, (RUB - R—NEK, CONSEAL CS -101, or equal). If grade cannot be _obtained to the existing surface with a standard grade ring and rubber sealant, the manhole frame shall be suspended in position over the Last grade ring, the inside of the frame and shaft shall be formed with sonotube or monoforfn system, and the concrete collar. shall be poured to provide the joint between the manhole frame and the grade ring stack. The inside of the, rings shall be grouted with non — shrink grout. APPROVED BY CITY REVISIONS New sta, DATE BY APP I DA RMH MDrr 10- MY or Z S twS OB1SM SEWER MANHOLE ADJUSTMENT 95 Edition I I 1 1 ,1 1 1 I C� 1 1 I u 6630 1 1 1 1 1 1 i f 1/2" LENGTH — LENGTH — SIDE VIEW GENERAL NOTES: A. Sand traps shall be used in all manholes where manhole tops are adjusted due to street grade changes or paving operations, and where sewerline is being constructed. B. Sand traps shall be in place throughout construction and shall be removed only after sand and all non — sewage debris have been removed from affected sewerline(s), subject to inspection of Utilities Engineer. C. Use of any other type of sand trap shall have prior approval of the Utilities Engineer. 20 GA. GAL` SHEET META CRIMPING DIMENSIONS DIAMETER LENGTH 8" 10:5" 10" 12.5" 12" 16" 15" 18" 18" 19" T__ DIAMETER --T I I END VIEW SAND TRAP INLET OUTLET o:. MANWO,L, INSTALLATION Sand trap to be inserted into outlet pipe of designated monhole(s), or the nearest manhole downstream from construction. APPROVED BY CITY ENGINEER DATE O REVISIONS BY APP DATE S Redravrn, to CAD JDL MDW 12 -93 S OBISpO SEWER MANHOLE SANDTRAP Edition 6650 COLLAR Class A PCC trowelled to street grade and allowed to cure for 48 hours prior to full traffic use. 0 Pavement M 10" 4" 4 min. 10 —I 11E Expandable 0 —ring plug for 6" dia. pipe Bell with cap or plain end with cookie and band seal for 8" dia. or larger pipes SECTION A -A 0 CHRISTY G -5 for pipes 6" in diameter. CHRIS TY G -12 for pipes larger than 6" in dia. Cover shall be imprinted with "SEWER ". � I I II Q CIII C 1" min., typ. o OPTION 2 OPTION 1 (2)— 1/8 Bends, one 1/4 Long— Radius Bend foot apart THIS STANDARD SHALL NOT BE USED FOR NEW CONSTRUCTION. APPROVED BY CITY ENGINEER DATE Qy O REVISIONS BY APP DATE q�'V' 11 San SEWER CLEAN 0 U T �6�IMS & WELL Note At Bottom JDL MDW 10 -93 OBiSM May 95 Edition 6710 I 1 1 1 1 1 1 1 Ci 1 n 1 1 r . IV SEWER I MAIN I I SIDEWALK I I 2 3 7 I I GUTTER I I PLAN VIEW 3 :\ �, \n \r�. \ 5 7 5. 4 2 5 SEWER W 1 WATER SECTION MAIN NOTES: O1 Factory— fabricated wye in sewer main, with 1/8 bend. Bend shall point downstream and enter main at a vertical angle of not less than 5' nor more than 45. 2Q Sewer lateral pipe and fittings shall be Schedule 40 ABS, SDR 35 PVC, or Class 150 cast iron waterline, with a minimum diameter of 4 ", and a minimum slope of 1/4" per foot. Lateral installation shall begin at main and proceed to cleanout. Grade shall be uniform from main to property line. Changes in grade of lateral shall be made using long— radius bends. Cement or hot —pour joints will not be permitted. O3 Top of curb shall be marked with an "S" directly over lateral. The "S" shall be stamped in new concrete or chiseled into existing concrete, and shall not be less than 3" long, 2" wide and 3/16" deep. ® When non - metallic pipe is used, magnetic tracer tape shall be placed in trench over lateral from sewer main to cleanout at a depth of 2.4"-320, and then up to surface: ODepth of lateral shall not be less than 36" from top of pipe unless constructed of cast iron waterline or encased in concrete. Maximum depth at gutterline shall be 60" when terrain is flat. © A minimum separation of 18" shall be maintained when crossing waterlines. Q7 cleanout shall consist of two —way cleanout tee, riser, and fitting cleanout with plug. Tee shall be plugged at night during construction and left plugged when backfilled, if not tied to user. THE ABOVE REQUIREMENTS MAY BE MOD_IfIED OR WAIVED ONLY WITH THE APPROVAL._ OF THE UT_/LITIES_ ENGINEER. APPROVED BY CITY ENGINEER DATE r -- �r REVISIONS _ BY APP I DATE j m SEWER LATERAL Notes, CO, watermdin MDW JWH 1 -91 US 08IVO May-,95, Edition 6810 ral rni.i nrr nn „rp DVABLE E —DISC :MBLY RUBBER — GASKETED FLAPPER DISC RECOMMENDED ANNUAL MAINTENANCE 1. Remove spin —off cover. 2. Inspect flapper disc rubber for tears or deterioration. Gasket should be complete. If torn or worn out, replace with new gasket. 3. Rinse inside of valve thoroughly for inspection. 4. Check hinge —disc assembly for wear or tightness. 5. Visually check flapper disc alignment. It should make full contact upon closure. If all is well, replace cover. By following recommended annual maintenance, this valve will last in- definitely and eliminate accidental back —ups from mgi,n through lateral connection. Also, to help prevent back —ups during flood and heavy rainstorms, use your facilities sparingly, or not at all, if possible. APPROVED BY CITY ENGINEER: DATE COY of REVISIONS BY APP DATE SM SEWER - ��(S� BACKWATER VALVE OB,"r' Moy 95 Edition 6820 Thickness of Cover 24" 3" min. A.C. Pavement Base Aggregate, Class 2 0 0�0 4" min.0 0 '9 6" Base, Sub –Base, Class 3 Class 3 - - — Basement Soil 95% Compaction Limit GENERAL NOTES: 1 J A. Total thickness of cover depends on R– value of basement soil. All street sections shall be designed by traffic index (T.I.). Base thickness requirements shall be determined by traffic index (Class 2: 4" min.). Deep –lift design is on acceptable alternate. B. Pavement shall be designed for a 20 –year life and shall be based on the traffic indexes shown below. C. For paving in new subdivisions that is placed prior to construction of building, pavement thickness shall be increased from that which is derived from normal T.I. and R –value calculations by either: G. 1/2" if total section is placed prior to building construction. b. 1" if pavement construction is phased. THE F0.LL0 YINC IS AN ZX4 fPLE USING AAr R -VALUE OF 5• In general, the traffic associated with on –site construction and minor grading can be accom- modated by adding 1/2 inch to the AC in the street section. For phased construction, an inch of AC needs to be added to the total section. The first construction should place an AC thick- ness 1/2 inch less than the section called for by the required T.I.; and then a finish layer of 1 -1/2 inches is to be placed before the project is completed. Sections using other R– values shall be calculated similarly adding 1/2 inch and 1 inch, respectively, for unphased and phased pavement construction. New streets and major widenings shall have a prime coat, and shall have a. fog seal applied to all streets no more than 60 days prior to request for final acceptance by the City. Variation of these design standards may be approved by the City Engineer to meet individual circumstances. * AD BY ORDINANCE No. 1111 (1988 Sene APPROVED BY CITY ENGINEER dE �v7 4 REVISIONS BY APP "n FLEXIBLE _PAVEMENT Notes RarH arvT� US ELEMENTS _o OBISWMMn CS FA, +inn 7110 * STREET SECTION_ THICKNESS- IN INCHES STREET CLASSIFICATION T.I. EXISTING BUILDINGS UNPHASED CONST. PHASED CONSTRUCTION AC BASE SUBBASE AC BASE SUBBASE FINISH AC BASE SUBBASE RESIDENTIAL 5.5 3 5 8 3.5 5 8 1.5 2.5 5 8 MINOR RESIDENTIAL 7.0 4 7 10 4.5 7 10 1.5 3.5 7 10 COLLECTOR INDUSTRIAL COMMERCIAL 8.0 4.5 8 12 5 8 12 1.5 4 8 12 ARTERIAL In general, the traffic associated with on –site construction and minor grading can be accom- modated by adding 1/2 inch to the AC in the street section. For phased construction, an inch of AC needs to be added to the total section. The first construction should place an AC thick- ness 1/2 inch less than the section called for by the required T.I.; and then a finish layer of 1 -1/2 inches is to be placed before the project is completed. Sections using other R– values shall be calculated similarly adding 1/2 inch and 1 inch, respectively, for unphased and phased pavement construction. New streets and major widenings shall have a prime coat, and shall have a. fog seal applied to all streets no more than 60 days prior to request for final acceptance by the City. Variation of these design standards may be approved by the City Engineer to meet individual circumstances. * AD BY ORDINANCE No. 1111 (1988 Sene APPROVED BY CITY ENGINEER dE �v7 4 REVISIONS BY APP "n FLEXIBLE _PAVEMENT Notes RarH arvT� US ELEMENTS _o OBISWMMn CS FA, +inn 7110 R =1 ", TYP. BOTH SIDES 48.21 LB. PER LIN. FT. 1 / / TYPE ASPHALT C SECTION SIDE VIEW OF END APPROVED BY CITY ENGINEER DATE r O REVISIONS BY APP DATErli1 ASPHALT BERM, 6" . Mai Redra.�em to CAD JDL MDW 10 -93 OBlSM M^V Qs c,41C., 7120 I 1 1 1 1 1 1 1 1 r—. II II I I I I 6" N N II I I _ 2 O c 39" M 1 0 1 c 4 6 2 ` E E 7' min. C n 7' -0" 1" 8 7 B 7 7 8 7 8 5 . . •' 24" 6 1 Sand 4 Class B Sand backfill backfill Sand backfill PCC g Class B 9 Class B g Class B g Class B PCC PCC PCC PCC .. I y 7L-�- `12" ' 12" 12 24" 24" 24" �. 1 12" 1 4 4 6 t2- 12" 12" PARKING METER POST PIPE SIGN POST REDWOOD SIGN POST "P" SIGN POST O1 2° galvanized steel pipe 127 78" standard setback. 18" if sign is 18" or less 02 Drain hole, 1/4" diameter, on one side only. in width. 22" if sign is more than 18" wide, except °P" sign. 22" if post is in Mission Tile sidewalk. Q3 reb 2" long, welded to pipe 10" from bottom. ® When sign or parking meter is to be located in 4" x4° red redwood ® 4 °wood post, construction heart sidewalk see CITY STANDARD #7210 for "clear zone" QS Install sidewalk sleeve, see CITY STANDARD #7062. restrictions. © 3 "x3" square steel tubing, see CITY STANDARD #7061. 0 Paved or unpaved area. APPROVED BY CITY ENGINEER DATE wm7 Olr MEMO 511 SIGNS & PARKING METER REVISIONS BY APP DATE "P" , US POSTS PCC for sign JDL MDW 10 -93 OB�SM IMay 95 Edition 7210 St. Name Sign RdfH MD 1 -95 1/s 1 —a 1/s V 1 -s 1 1/2 "� 3" SECTION A -A 7 NOTES: O1 1 1/2 "x48 "x1/8" steel, welded to tubing. O2 3 "x3° square steel tubing, 1/8" min. wall thickness. �3 .Make 45' mitered joints,; weld together and grind smooth. ® Post -shall be free of sharp edges, - cleaned and primed by fabricator. City forces will apply color coat finish to public right -of -way signs. O1.8" (standard setback) or 22" if in Mission Tile sidewalk. © 5 =sock PC concrete. " ELEVATION APPROVED BY CITY_ ENGINEER —DATE - �.� �14y I Or - - REVIS10NS BY APP DATE "F" SIGN POST Change backjw to PCc JDL mbw I 10 -93 � May 95 Edition 1220 Redrawn to CAD JDL MDW 10 -93 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Sidewalk surface o, 2 1/2 ° D- A 12" �' A ° NOTES: O1 PCC post shall be poured only when sleeve and signpost are in place and plumb. O2 Sleeve shall be 4"x4" steel tube, 1/E wall. Burrs and sharp edges shall b ground or filed smooth. O3 Post shall not extend beyond end c sleeve. ® Weld tab (to anchor sleeve in PCC. O 18" (standard setback). 22" if sign i larger than 18" or if located in Missio Tile sidewalk. © 5/16 "x2 1/2" hot —dip galv. lag bolt! (2 total) Curb p , ° face ° p D D ° A. E> D Q ° D D O e .. io. ✓p• APPROVED BY CITY ENGINEER DATE MY or REVISIONS BY APP DATE S SIDEWALK SLEEVE R¢dravm to can ✓vw MDW f0 -93 �Uns for 4x4 REDWOOD SIGNPOST - - _ OB'S May 95 Edition 723 5/8" 0 HOLE 24" OR 30" 22„ mgmU I 00 — ::2 6 ASSEMBLY 0 5/8 "xl5" CADMIUM PLATED CARRIAGE BOLT. 08 ORNAMENTAL TOP SHALL BE 14 GAGE ANODIZED ALUMINUM. CENTER CROSS SADDLE SHALL BE ONE PIECE OR INTERLOCKING CAST ANODIZED ALUMINUM. © ONE PIECE 2" CAST ANODIZED ALUMINUM POST CAP WITH THREE 3/8" STAINLESS STEEL ALLEN HEAD SET SCREWS. QD 2" I.D. GALVANIZED PIPE, SEE STANDARD DRAWING FOR DESIRED LENGTH,- LOCATION AND INSTALLATION. 0 ALLEN HEAD SET SCREWS SHALL BE COUNTER SUNK 'INTO THE POST TO PROVIDE_ POSITIVE SET. NOTES - 1. EACH FOUR =WAY UNIT SHALL CONSIST OF TWO DOUBLE FACE SIGNS MOUNTED AT RIGHT ANGLES WITH ONE ANOTHER, ASSEMBLED AS SHOWN. 2. SIGN SHALL BE GREEN - ANODIZED ALUMINUM EXTRUSION OF 6067 4 ALLOY MATERIAL. ALL ANODIZING SHALL CONFORM WITH ALUMILITE :SPECIFICATION #215 -R1. 3. SIGN FACES SHALL BE BROWN HIGH - INTENSITY REFLECTIVE SHEETING, WITH WHITE LETTERING APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. USE 3" LOWER CASE LETTERING AFTER FIRST LETTER OF WORD. 5. REFLECTIVE SHEETING SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. APPROVED BY CITY ENGINEER DATE m Or REVISIONS BY APP DATE STREET MOO Us S G N NAME New Standard RMH .MDW 2. -95 OBIWO May 95 Edition 7240 I 0 1 1 I 1 I 1 C 7 I 1 1 ELEMENTS OF A TRAFFIC CONTROL ZONE TERMINATION _ WORK TRANSITION ADVANCE WARNING AREA AREA AREA AREA o _...:me 0 o Q o � DELINEATION WORK SPACE o o ° _.. _ E � E Sign type and size will be determined by the City Engineer. RECOMMENDED SIGN SPACINGS FOR ADVANCE WARNING SIGNS SPEED LIMIT MINUMUM DISTANCE IN FEET MILES PER HOUR. 'A" "B" 0 -20 100 200 25 -30 200 300 30 =35 300 300 40 -45 400 500 RECOMMENDED TAPER LENGTH AND DEVICE SPACING FOR CHANNELIZING TAPERS MINIMUM TAPER LENGTHS MAXIMUM TERMINATION APPROACH SPEED FOR VARIOUS LANE WIDTHS DEVICE LENGTH MILES PER HOUR 10 ft. 11 ft. 12 ft. SPACING 'C' 20 70 75 80 5 5 25 100 115 125 10 10 30 150 165 180 15 15 35 200 225 250 20 20 40 270 300 325 25 25 45 340 370 400 30 30 These distances are guidelines only. Actual distances will be During construction: determined on an individual basis by the City: 1 —A copy of the approved traffic control plan shall be Before any work may be started in the street area: kept on the job site at all times. 1 —A traffic control plan shall be submitted to, and then 2 —All. workers in the street area shall wear safety vests. approved by the City Engineer. 3- Flagmen shall' be used as required. 2 —Signs and delineation shall be in place, inspected and 4 —All traffic control and devices shall comply with the approved by a Public Works Inspector. "WORK AREA TRAFFIC CONTROL HANDBOOK - APPROVED BY CITY ENGINEER DATE O - SM GUIDELINES FOR. _REVisIONS BY APP DATE I��5 CONSTRUCTION ZONES Redraum. To CAD "H MDW , 1-95 OR"r"" May 95_Edition_ - -- 7,310 NOTE_� 1 Bumps shall be placed on good, sound asphalt surface. Structural section shall be repaired or replaced, as needed, prior to placing bump. 2 — A tack coat shall be applied prior to placing the bump paving. 3 — Bump shall be constructed of asphalt concrete type "B ", with 3/8' max aggregate. 4 — For location, striping, and signs see ENGINEERING,. STANDARD X7231. 30 ,, GUTTER SECTION A -A 6' -0' STRIPING (Leading Edge Only) DEPTH OF A.C. BUMP DISTANCE FROM . EDGE,IN FEET 0 2.0 4.0 6.0 4:0 2.0 0 DEPTH FOEF A-C. 0 .14 .22 .25 - - - :22 .- - -- .14 - - - - - - - - - 0 A'F'KUVEU WT (.;[IT hNUINEEK DATE M OF REVISIONS 8Y I APP DATEn ROAD BUMP Redraum to CAD RMH M-D-W 1 -95 �US CONSTRUCTION DETAILS OBIS M Ma 95 Edition 7320 A 1 i 1 i 1 1 1 1 t 1 ROAD' BUMPS 30'x30" Black on Yellow 5 "Series D Letters Ref lectorized H U "BUMP" SIGN 12' "BUMP" -1' STRIPING I� /`-SIDEWALK-J STRIPING & SIGNS 30 "x30" ack on Yellow ieries E Letters Ref lectorized NOTE 1 All pavement markings will be applied by the City. 2 "ROAD BUMPS" signs shall be located only as directed by the City Engineer 3 For construction details see ENGINEERING STANDARD #7230 4 For sing post details see ENGINEERING STANDARD #7060 & 7062 5 Signs shall conform to State Specifications. 6 To be determined in field. APPROVED BY CITY ENGINEER DATE m Or REVISIONS Sul ROAD BUM P BY APP DATE Redrawn To CAD RMH MDW 1 -95 0111111126 n jW s LOCATION, STRIPING &. SIGNS OBIS Ma 95 Edition 7321 2' -0" MAX. a' —o" o.c. 4' MAX. 3" lJ l0 0 2" RED REFLECTORS 3/8" DIA. X_ 4 1/2" LAG BOLT AND PLAIN WASHER PC CONCRETE COLLAR i %6" POST ! "x6" STRINGER. 1' -0" \�J AF a, •D � D, i V -6" DIA. GENERAL NOTES: A. All lumber shall be Douglas Fir, surfaced four sides. (DFS4S) B. All lumber shall be painted white as pet Calfrans Specifications. C. Treat portion of post below ground as per CalTrans Specifications. APPROVED BY CITY ENGINEER DATE My Or mn REVISIONS BY I APP DATE STREET BARRICADE Add Note C JDL 1. MDIF f0 -93 Redravm to CAD JDL MDW 10 -93 OBISWIvIcy 95 Edition 7330 I 1 i 1 1 1 •! II PPRO BRITED 1� � =1 r 1M M1 n n R43, 12 "x24" R96, 18 "x18" 2x BLOCKING, TYP. 1"x8" RAILS, S4S, TYP. 12" 5' -0" 4'_0" I. GENERAL NOTES: A. Barricade construction shall be per CALTRANS STANDARD PLAN A -73, "Type III Barricade ", except as herein modified. B. Caltrans Type III Barricade may be used unmodified (except for addition of signs) with special approval of City Engineer. C. Barricade(s) shall be placed at each end of sidewalk closure and at all other pedestrian access points. If one barricade is not wide enough to block access, additional barricades shall be used to the satisfaction of the City Engineer. ,D. Signs shall conform to the requirements of the California Traffic Control Devices Committee, and shall be fastened to rails with bolts, nuts, and washers. E. Rails shall be fastened to vertical posts with lag bolts and washers as shown. F. Additional or alternate signage may be required depending on situation. APPROVED BY CITY ENGINEER DATE city or REVISIONS BY APP DATE M BARRICADE Ifni US SIDEWALK CLOSURE vB'%* Moy 95 Edition 7340 BACK OF SIDEWALK DRIVEWAY PARKING M_ ETER� FIRE or HANDICAPPED RAMP .. / 2' CLEAR 1 HYDRANT Q \� o ZONE CURB FACE J a •�2 c -x in min: ^ E o -co 10' Q T 5' 12' 5' 15`Q min. max. max. min. CLEARANCES BACK OF SIDEWALK M m_ CURB FACE L -L _L .-L 1 J 15' 18' -22' 22' 22' 18' -22'- 15' ._. -min.- _ .. ..._ - min. SPACE LENGTH 2 1/2' PARKING METERS �4 "� WITH SIGNS - 0 0 4 - - - N 4 x O 4, E -ODD _ i` °0 4 12"x18" MOTOR 3" Series B CYCLE 24 "__ Block on White PARKING u u ' ONLY 4 / 2 2, — TRAFFIC - 4 TEE MOTORCYCLE SPACES (H) SIGN CLEAR ZONE -Area which shall not contain tree well, 'sign, O Minimum of 2 spaces, maximum of 6 spaces. bike rack, trash receptacle, mail box, street light, or other obstruction to automobile doors or driver /passenger access. These clearances apply at both ends of space. (I )All other clearance requirements shall be the some as for automobiles. ® 4' white traffic paint. APPROVED'BY CRY ENGINEER DATE :. aw Or REVISIONS BY APP DATE STREET PARKING S Redraum To CAD RdfFi MDW 1 -95 OBISPO 7410 May 95 Edition I u n 1 1 lJ i I I �1 ®�001_ _- W -0' 2' =.p' 2B -0' RISE 357170 1 =6' 27:-6' - 35 -7231 LENGTH TOP - -BOTTOM W -O' 2i0•. 35 -7252 F 35 -7234 r70' 35'-G' h 2' -0' 28' -6' 35 -7236 2=D' 0 8 0- 31' -0' G' -0' . 2-0' 35 -6' 35-7239 357120 35:7240 32 6' ].G'to 7.8' B.i'to 8A• a 3Y =6' or n W B'-o' j7- 2 -0^ 3s -n3o H 33YG' c -D^ r-O- - 357122 N D 37 -0' 3.6'to 3.8' &I" to BA* 35' -0' 0 �e'=0'_ 2' -O^ 357254 S^ - 35-6' 33 -to 3.9' B.B•to.9.5• 231' 6 =OE -O 27 =6' 35-7188 0 32 -6' —76; to 3.8' 8.1-to BA' : o ILI -0' -O' c 0' -0' 3 2 -6' 35:7189 ' 8-0' . 2 35 -7190 11 q .6 . -to 9.0' O W ]3 6' 6 -0 2' -0' 35 0• =' 35 -7191 8-O• 35 7192 39 =6' 3.3'to 3.9' - B.Bto 9.5' APPROVED BY THE CITY ENGINEER DATE E ITH, W ITH A TAPER OF 0.14 : END &ALIZED W A WIDTH IT PLATE IENGTH,WITH ATAPER OF ASTM A123 AFTER FORMED PER ASTM A151 POLE SHALL AND ITEMS QS ,©,Q),0 CING FRAME,07JER, AND 10 INSIDE OFPOLE,JUST ISLY.SEAL-WELDED (BOTH E FIGURES A 4 B) WIDE, SEAL- WELDED CON- RE RE WN MES TR ILL. BE m f E OF 4TED FIG. C FOUNDATION- MOUNTED ONION- MOUTED- STEEL !E WELL TAMPED BEFORE SOIL ODFDTTIONS SHOULD LE ARE REOUIRED. EEF -NEMA STANDARDS HAS FESTOON OUTLETS, IINAIRES: CONTACT P.CiIE IF- P.G ?EWILL REVIEW FITH 200 WATT LIGHTS, EIGHT, WITH 70 WATT LIGHTS; ' APART ON ONE SIDE OF STREET. NO CURB FACE. WITH SIOEWALKS EWALK.. P.153 E. CODE I...- MOUNTING RISE HEIGHT 1 =6' 27:-6' - 35 -7231 2-0' 28 -6' - 35=7232 2--0• 32L6' 3s -7233 2 =0' 35 -7234 r70' 35'-G' _ 35-7235 2' -0' 28' -6' 35 -7236 2=D' 32 =6' 35. 7237_. 0' 1 357238 . 2-0' 35 -6' 35-7239 FO- 35:7240 STREET LIGHTING Edition 7910 Allowable Zones 1 - In parkway or tree well 2 - 3 to 7.5 feet from curb (or sidewalk if present) ' 3 - 7.5 to 10 feet from curb "(or sidewalk if present) MASTER STREET TREE LIST _ ' BOTANICAL NAME ZONE COMMON NAME Acer rubrum 2 —.3 Red Maple ' Betula nigro 2 -3 River Birch Colocedrus decurrens 3 Incense Cedar Calodendrum copense Cedrus deodara 1-3 3 Cape Chestnut Deodar Cedar Cinnamorrium comphorum 3 Camphor Tree Convallaria majolis Crotoegus phaenopyrum 2 -3 2 -3 Lily of the Valley Tree Washington Hawthorn Ficus retuso nitido 3 Indian Laurel Fig Geijero paNiflora 1 -3 Australian Willow Ginkgo biloba 1 -3 Maidenhair Tree Gleditsio trionconthos inermis 3 Honey Locust Jacaranda mimosifolio 2-3- Jacaranda Koelreuterio paniculato 2 -3 Goldenrain Tree Liquidambor styrocifluo 2 -3 Sweet Gum Magnolia grondiflora 3 Southern Magnolia Maytenus booria 1 -3 Mayten Tree Metrosideros tomentosas 2 -3 New Zealand Christmas Tree . Pinus conariensis 3 Canary Island Pine Pinus muricato 2 -3 Bishop Pine Pinus pined 3 Italian Stone Pine Pistacia chinensis 2 -3 Chinese Pistache Platanus acerifolia 2 -3 London Plane Tree 1 Platanus racerhoso 3 California Sycamore Podocarpus gracilior 3 Fern Pine Tree Pyrus calleryana Pyrus kawakamii 1 -3 1' -3 Bradford Pear Evergreen Pear Quercus agrifolio 3 Coast Live Oak Quercus ilex 2 -3 Holly Oak Quercus suber 2 -3 Cork Oak Schinus terebinthifolius 3 Brazilian Pepper Stenocarpus sinuatus 1 -3 Firewheel Tree Tristania conferto 2 -3 Brisbane Box Ulmus parvifolio 2 -3 Chinese Evergreen Elm Zelkova serrato _ 2 -3 Zelkovo Trees not included on these lists may be used only with prior approval by the City Arbonst. These lists will be reviewed annually, or at the discretion of' the Tree Committee. APPROVED BY CITY ENGINEER DATE O MOP REVISIONS eY_ APP I DATE a san STREET TREES Redramn To Can jWfk MDir a -ss Lhl1S MASTER LIST ' - -- Chg. � Add Zones RMH .MDW 4 =95 OIBlSpO' Ma _95 Edition 8010 ahl TREES FOR MAJOR STREETS BROAD ST. Monterey St. to Pacific-St. Tristania confer Pyrus. calleryana Pacific St. to High St. Liquidambar styraciflua Platanus acerifolia CALIFORNIA BLVD. Hathway Ave. to Mill St. Quercus suber Mill St. to Son Luis Dr. Pyrus calleryana Liquidambar styraciflua At creek intersections Platanus racemosa FOOTHILL BLVD. Magnolia grandiflora Pinus canariensis Pyrus calleryana At creek intersections Platanus racemosa GRAND AVE. Magnolia grandiflora HIGUERA ST. California Blvd. to Santo Rosa St. Ficus microcarpa nitida Santa Rosa St. to Marsh St. Ficus microcarpa nitida Metrosideros tomentosas Quercus ilex Tristania conferta Marsh St. to Madonna Rd. Pyrus calleryana Quercus ilex Madonna Rd. to City Limit Pinus canariensis Liquidambar styraciflua Pyrus calleryana JOHNSON AVE.. U.S. 101 to SPRR underpass Liquidambar styraciflua Pyrus calleryana SPRR underpass to La Cito Ct. Quercus ilex Pistacia chinensis Lo Cito Ct. to Orcutt Rd. Maytenus boaria Liquidambar styraciflua LAUREL LANE Platanus acerifolia Quercus agrifolia 60% 40% 60% 40% 100% 80% 20% 100% 60% 30% 10% 100% 1007. 100% 40% 20% 20% 207. 60% 40% 60% 20% 20% 50% 50% 70% 30% 50% 50% 90% 10% LOS OSOS. VALLEY ROAD Commercial Areas Tristania conferta Non— Commercial Areas Pinus muricoto Platanus acerifolia Tristania conferta MADONNA RD. Pinus canariensis Liquidambar styraciflua Pistacia chinensis MARSH ST. Within downtown tree district Ficus microcarpa nitida Quercus ilex Outside downtown tree district Ficus microcarpa nitida Quercus ilex Pyrus calleryana Metrosideros tomentosas MONTEREY ST. Within downtown tree district Ficus microcarpa nitida Outside downtown tree district Ficus microcarpa nitida Pyrus kawakamii ORCUTT RD. Pistacia chinensis Crataegus phaenopyrum Quercus agnfolia At creek intersections Platanus racemosa PRADO RD. Tristania conferto Pinus canariensis SANTA ROSA .ST.. Highland Dr. to Murray St. Pinus canariensis Pyrus calleryana Murray St. to Marsh St. Pistacia chinensis Pyrus calleryana At creek intersections Platanus racemosa SOUTH ST. Tristania cdnferto Jacaranda mimosifolia Ginko biloba Pyrus calleryana 100% 74% I 13% 13% 60% I 20% 20% 50% , 50% 40% 20% 20% 20% 100% 90% 10% 60% 20% 20% 100% 60% 40% 80% I20% 80% 20% - r � v7 01" 100% 70% '10% REVISIONS BY APP BATE $ 10% 10% , NOTE: PERCENTAGES REFER TO MIXTURE OF TREE TYPES WITHIN PROJECT AREA. APPROVED BY CITY ENGINEER DATE - r � v7 01" SM STREET TREES REVISIONS BY APP BATE $ MAJOR STREETS Redrawn. To CAD Amk 3fDW 4 -95 Tree Changes likk MDW — 4 95 Ma' 95 Edition 1 8020 1 1 6'126 481 TO OUTSIDE OF ANGLE IRON v 27" to tree 9. -C,03 Bar, continuous around, well 2 x 3" x 1/4 L, pointed _ with DEVCON -Z 64 Bar, 6" long, welded to 4 angle at 12 "o.c. ® Aggregate base, Class "3" SECTION A -A 4" Al- 3 _ M COVER FRAME DETAIL NOTES I Concrete shall be Class ° B'. and shall be monok is with curb, gutter, and sidewalk. 2- Tree well shall have the some slope as the surrounding sidewalk, and shall not have an opening less than 481/2., z 60" (to outside of angle iron).. 3- Angle iron shall be welded together at the corners to produce a rigid frame, with all sides even with each other. 4- Inspection of tree wells is regbired. Prior notice of 48 hours sholl be given to the City Engineer when requesting inspection. 5- When constructing tree well around existing tree, tree shall be ceptered with respect to long dimension (60 ). 6- Tree well shall be square (sides parallel and corners 900). 1 *THIS TREE WELL SHALL NOT BE USL.. ......,.. THE DOWNTOWN MISSION SIDEWALK DISTRICT�AS' DEFINED IN RESOLUTION No. 4183 (1980 SERIES) APPROVED BY THE CITY ENGINEER DATE REVISIONS BY APP DATE ti ~' • Trat WO Ehla * New Dnqnj LW I Owif I 8 -88_ - -- :go • See ENGRG. STD. 8120 �.. Curb fate. v SECTION, io PLAN TREE WELL BASE. RING 95 Edition 8110 I I I I I fv4,x!istrap i- I L— *3 bar f? IIYoa COVER see chart S_ ECTI ON D"D —�i2" Weld Corners of ongle iron Seocers welded to angle fill 10 oc. NOTES QI -Concrete shall be Closs'S', 5 -sack, and shall have a salt finish. Pt- Perimeter of each cover,on four sides,shall. have 'fs embedded angle Iron, 2Wx2'x' /4', pointed with DEVCON -Z E shall be welded at corners and welded to rebor. Covers shall be square. (3>-Covers must fit flush with sidewolk,making full and continuous contact with ,tree well frome. Coven will be rejected it dimensions are not accurate. 4a Each cover shall have four(4) threaded inserts(BURKE High Tensile,'fi) withfour(4) yz x I" Allen bolts embedded in the manner and at the locations specified above. Inspection of covers is required. Prior notice of 48 hours shall be given to the City Engineer when request- ing inspection. &When constructing covers to be used with existing trees and new tree wells, holes shall be located -to center tree. APPROVED BY THE CITY ENGINEER DAT REVISIONS I BY I APP I DATE COVER SIZES 9e TREE TRU119 aiAw. HOLE 01": _ `D' PI R. I' -12' _ IB "_ 16' 586 12 " -IB" 24' - 14" 544 18 =24' 30' 12' 488 24 =30" 36' 10' 420 Threaded r insert ! " • See note 7 •e See note 8 THREADED INSERT DETAIL See ENGRG. STD. *8110 for TREE WELL Exact location of tree trunk shall be verified to determine hole diameter. &Round recess shall be formed to permit clearance for socket around i/2 cover bolt. Cover shall rest on plywood and small holes shall be drilled through bottom of insert for fastening to plywood before pouring PCC. 0 Tree trunk diameter shall be measured at sidewalk level. Cover hole diameter shall be sufficient to provide a minimum of 2° clearance between tree trunk and cover, and shall only be one of the sizes shown in the chart above. *THIS TREE WELL COVER SHALL NOT BE USED WITHIN THE DOWNTOWN MISSION SIDEWALK DISTRICT, AS DEFINED. IN RESOLUTION No.4183 (1980 SERIES) TREE WELL COVER* Add RGte 9 . I M Did I )Wk{ 18 May 95 Edition 8120 I I I I I I I I I I I I I I I I I I 13" TO OUTSIDE OF ANGLE IRON 1" 6" 2 27- TO TREE rt. CD 6"x6" 10/10 Wire mesh KRAFriLE, Old Mission hard fired, Niles Red, 9/16*x11 5/8"x11 5/8". g. base. Class"Y #3 Bar, continuous around well 2mx3'x1 /4'Z—, pointed with DEVCON—Z SECTION A-A O #4 Bar, 6"long, welded to angle @ 1 2'o.c. (D-\ 2 1/2' Grout, colored. Joint width: 1/2*min.,3/4"max. .1 Curb "Agg. base. Class3" SECTION B-B A Z 0 COVER FRAME DETAIL !K B W L NOTES A� 1—Concrete shall be Class W and shall be monolithic with curb, gutter, and sidewalk. See ENGRG.STD.#4251 for TREE WELL COVER Z W 0 2—Concrete shall be colored(DAVIS 'Adobe'. #5964) and shall have a salt finish. 3—Tree well shall have the some slope as H 0 0 the surrounding sidewalk, and shall not have a opening less than 48 1/2 "x60'. (to outside of angle iron) 4—Angle iron shall be welded together at the comers to produce a rigid frame, TO OUTSIDE OF ANGLE with all sides level with each other. 5—Tile shall be set in a mortar bed, which is colored to match concrete, and shall be flush with cover frame and sidewalk. 5—Inspection of tree wells is required. Prior notice of 48 hours shall be given to the City Engineer when requesting inspection. 7—When constructing tree well around exist- ing tree, tree shall be centered with respect to long dimension (60'). 8—Tree well shall be square (sides parallel comers 90•) 9 —No tile shall be set in mortar prior to approval of color by City Engineer. .1 Curb "Agg. base. Class3" SECTION B-B -2 ".11 B -1 (U 0 0 .0 L) APPROVED BY CITY ENGINEER DATE MY or TREE WELL 0 REVISIONS BY APP DATE 4" IffiSan FOR Redrawn To CAD RMH GO11126 US MISSION TILE SIDEWALK ()B'SM May 95 Edition 8130 A Z 0 !K B W L See ENGRG.STD.#4251 for TREE WELL COVER Z W 0 to H 0 0 48 1/2- TO OUTSIDE OF ANGLE IRON A- -2 ".11 B -1 (U 0 0 .0 L) APPROVED BY CITY ENGINEER DATE MY or TREE WELL 0 REVISIONS BY APP DATE 4" IffiSan FOR Redrawn To CAD RMH GO11126 US MISSION TILE SIDEWALK ()B'SM May 95 Edition 8130 29 5/8" r I N 1/4 "x2 1/2" strap + Co r D 34— DN to — — —1-ii 29 5/8" #3 bar 010 "o.c. COVE I See chart Oil SECTION D —D L 2 1/2" Weld comers of angle iron 1'x1 "x1 /4 "Spacers welded to angle 010 "o.c. N a Concrete shall be Class W, colored (DAVIS 'Adobe', #5964)and shall have a salt finish. (D-Perimeter of each cover, on four sides, shall have embedded angle iron, 2 1/2 "x2 1/2 "x1/4 painted with DEVCON -Z do shall be welded at comers and welded to rebor. Covers shall be square. & Covers must fit flush with sidewalk, making full and continuous contact with tree well frame. Covers will be rejected if dimensions are not accurate. 4a Each cover shall have four(4)threaded inserts(BURKE High Tensile, 1/2 ")with four(4)1 /2 "x1 Allen bolts embedded in the manner and at the locations specified above. & Inspection of covers is required. Prior notice of 48 hours shall be given to the City Engineer when request- ing inspection. 6a When constructing covers to be used with existing trees and new tree wells, holes shall be located to center tree. COVER SIZES 9 TREE TRUNK DNM. HOLE DIN1. b' PWElaHT 4 4 .. 1 " -12" 18" 16" 586 12 " -18" 24' 14' � 18' -24' a 12" 488 24 " -30" 36" 10" 420 4 ' 4 4" 4a 46, 4 5" #3 bar 010 "o.c. COVE I See chart Oil SECTION D —D L 2 1/2" Weld comers of angle iron 1'x1 "x1 /4 "Spacers welded to angle 010 "o.c. N a Concrete shall be Class W, colored (DAVIS 'Adobe', #5964)and shall have a salt finish. (D-Perimeter of each cover, on four sides, shall have embedded angle iron, 2 1/2 "x2 1/2 "x1/4 painted with DEVCON -Z do shall be welded at comers and welded to rebor. Covers shall be square. & Covers must fit flush with sidewalk, making full and continuous contact with tree well frame. Covers will be rejected if dimensions are not accurate. 4a Each cover shall have four(4)threaded inserts(BURKE High Tensile, 1/2 ")with four(4)1 /2 "x1 Allen bolts embedded in the manner and at the locations specified above. & Inspection of covers is required. Prior notice of 48 hours shall be given to the City Engineer when request- ing inspection. 6a When constructing covers to be used with existing trees and new tree wells, holes shall be located to center tree. COVER SIZES 9 TREE TRUNK DNM. HOLE DIN1. b' PWElaHT 1 " -12" 18" 16" 586 12 " -18" 24' 14' 544 18' -24' W. 12" 488 24 " -30" 36" 10" 420 insert a 1 e 4 e, JC14 4", . ?.: See note 7 See note 8 , THREADED INSERT DETAIL See ENGRG.STD.#4250 for TREE WELL Exact location of tree trunk shall be verified to determine hole diameter. aRound recess shall be formed to permit clearance for socket around 1/2 "cover bolt. 8a Cover shall rest on plywood and small holes shall be drilled through bottom of insert for fastening to plywood before pouring P.C.C. 9a Tree trunk diameter shall be measured at sidewalk level. Cover hole diameter shall be sufficient to provide a minumum of 2 "clearance between tree trunk and cover, and shall only be one of the sizes shown in the chart above. APPROVED BY CITY ENGINEER DATE CMY Of �� TREE WELL COVER REVISIONS BY APP DATE ish% 1 FOR Redra�um. To CAD RMH MDW 1 -95 �i LUIS MISSION TILE SIDEWALK OBISPO May 95 Edition 8140 I I II� Ll I I 11 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 0 I in RB FACE DOES NOT NEED REPAIR. APPROVED BY CITY ENGINEER DATE m 0r REVISIONS BY APP DATE "�Ilpgli SdY1 TREE WELL COVER Redrawn To CAD RMH 3mw f -ss i= �US (ALTERNATE METHOD)* OBISP O Ma 95 Edition 8150 PROCEDURE 01 Sawcut and remove existing tree well base ring and sidewalk to dimension shown. 02 Backfill well with native material to within NOTE 5' or 6' of sidewalk surface. * THIS METHOD TO BE USED ONLY WHEN 8 Place 3' or 4' of granite chips (or 1/4' -I/2' aggregate rock). 4 Cover with Adobe — colored brick (as manufactured by THE ROOT GROWTH OF AN EXISTING AIR —VOL BLOCK, or equal). TREE WILL NOT ALLOW THE USE OF A 05 Final surface to be level and flush with sidewalk. STANDARD TREE WELL AND SIDEWALK DOES NOT NEED REPAIR. APPROVED BY CITY ENGINEER DATE m 0r REVISIONS BY APP DATE "�Ilpgli SdY1 TREE WELL COVER Redrawn To CAD RMH 3mw f -ss i= �US (ALTERNATE METHOD)* OBISP O Ma 95 Edition 8150 STREET TREE PLANTING INSTRUCTIONS AND REQUIREMENTS A. INSPECTION: INSPECTION OF TREE PLANTING BY THE CITY ARBORIST IS REQUIRED: 1) INSPECTION OF HOLE DIMENSIONS, TREE QUALITY, AND PLANTING MATERIALS PRIOR TO PLANTING. 2) FINAL INSPECTION WHEN TREE PLANTING IS COMPLETED. APPOINTMENTS FOR INSPECTIONS) MAY BE MADE BY CALLING 781 -7220 AT LEAST 48 HOURS IN ADVANCE OF THE INSPECTION. B. ROOT BARRIERS: A PRE - MANUFACTURED DEEP -ROOT PLANTER (15, GAL. TREE),_OR ROOT BARRIER PANELS (24" BOX TREE OR LARGER), SHALL BE INSTALLED WHEN A NEW TREE IS TO BE PLANTED IN A SIDEWALK TREEWELL, PARKWAY, OR WITHIN 7 1/2 FEET OF A PUBLIC CURB AND /OR SIDEWALK, PLANTER CURB, OR PAVED DRIVEWAY. THE DEEP =ROOT PLANTER, OR ROOT BARRIER PANELS, SHALL EXTEND 1 INCH ABOVE THE FINISHED GRADE, AND BE EASILY VISIBLE. C. BACKFILL MATERIAL: THE BACKFILL MATERIAL SHALL BE COMPOSED OF: 75% NATIVE SOIL (THE SOIL REMOVED FROM THE PLANTING HOLE) 15% COMPOST MATERIAL 10% SAND (SEE NOTE) NOTE: THE SAND COMPONENT OF THE BACKFILL MAY BE DELETED IF THE ARBORIST DETERMINES THAT THE EXISTING NATIVE SOIL WILL PROVIDE ADEQUATE AERATION FOR THE ROOT SYSTEM. D. PLANTING: PARTIALLY FILL THE EXCAVATED HOLE WITH BACKFILL MATERIAL, WHILE TAMPING AND WATERING, TO A ELEVATION EQUAL TO THE BOTTOM OF THE ROOT BALL. ROOT CROWN (TOP OF ROOT BALL) SHALL EXTEND ONE (1) INCH ABOVE FINISH GRADE WHEN PLANTING IS COMPLETED.. PLACE THE TREE TO BE PLANTED IN THE CENTER OF THE HOLE ON TAMPED BACKFILL CONTINUE ADDING BACKFILL, WHILE TAMPING AND WATERING, TO THE MID —POINT OF THE ROOT BALL PLACE AGRIFORM BLUE CHIP" TABLETS (OR EQUAL) AT EQUAL SPACING AROUND THE ROOT BALL ACCORDING TO THE FOLLOWING TABLE: TREE SIZE 15 GAL. 24" BOX 36" BOX 48" BOX QUANTITY OF TABLETS 5 7 8 9 CONTINUE ADDING BACKFILL AROUND ROOT BALL TO FINISH GRADE, WHILE TAMPING TIGHTLY, AND ADD ADDITIONAL WATER TO THOROUGHLY WET ROOT BALL AND BACKFILL MATERIAL FOR STREET TREE WELL INSTALLATIONS, FINISH GRADE SHALL BE EIGHT (8) INCHES BELOW THE SIDEWALK GRADE. E. TREE SIZE & TYPE: STANDARD TREE SIZE SHALL BE 15- GALLON. A LARGER SIZE, 24, 36, OR 48 INCH. BOX MAY BE REQUIRED FOR SOME. INSTALLATIONS. TREE TYPE SHALL BE FROM THE MASTER STREET TREE LIST, AND (IF APPLICABLE) BE IN ACCORDANCE WITH THE SELECTIONS FOR MAJOR STREETS. F. STAKING: ALL NEWLY PLANTED STREET TREES SHALL BE STAKED. APPROVED BY CITY ENGINEER DATE city or REVISIONS BY APP DATE. Sm STREET TREE Redrawn To CAD RMH Mb 1 -95 111111111111111120 US PLANTING NOTES Completely. Revised AMH MD 1 -95 OBISPO Mov 95 Edition 8210 1 1 1 1 1 1 1 1 1 1 1 1 :E STAPLE THROUGH) CH —TIE O aliirlC TIES SHALL p AROUND TR Tree Trunk 24" CINCI- Stake Stake ° 8' LODGEF STAKES (, 1 "x4 "x18" RI PREVAILING CROSS —BRAG WIND GALV. NA LS DIRECTION TOP OF ROOTBAU ABOVE FINISHED i CLEAN FLOAT ROC 1/2 " -3/4" (1' DI PRE — MANUFACTURE[ DEEP —ROOT PLANTE BACKFILL MATE REMOVE CLAY SLIC DUG BY POWER AL LUNL 1: I KEES PLANTED IN TREE' WELLS OR PARKWAY aPPrtovE° BY cmr ENGINEER DATE My or REVISIONS BY APP DATEjU S� �� ULUS TREE PLANTING & STAKING ZONE 1 15 GALLON SIZE May. 95 Edition 8220 Add zo,� RdfFl MDI —ss Reoravm To CAD ,E STAPLE, THROUGH) CH -TIE O JINf�C TIES HALL p THE Tree ��ll TIES S24" CINCH - Trunk Stake Stake 8' LODGEP( —'S STAKES (2 1 "x4 "x18" RE CROSS -BRAC GALV. NAI LS PREVAILING WIND MULCH WOOD DIRECTION (2" DEEP) TOP OF ROOTBALL 1/ ABOVE FINISHED GRAD NOTE: WHEN PLANTED IN PARKWAY, TREE SHALL BE CENTERED BETWEEN CURB & SIDEWALK CLEAN FLOAT R PRE- MAN U FACTU DEEP -ROOT PLAI BACKFILL MATERI) REMOVE CLAY SLICK 1F­4-- E 18° I DUG BY POWER AUGER 30" ZONE 2: TREES PLANTED WITHIN 7 1/2' OF CURB, SIDEWALK, OR PAVING APPROVED BY CRY ENGINEER- DATE . or j "�S TREE PLANTING & STAKING ZONE 2 REVISIONS BY APP DATE Add zone 2 RMH MDW 1 -95 c 0619* 15 GALLON SIZE Mov 95 Ea t on 8230 Redraum To CAD RMH MDW 1' -95 i 1 1 ' "" rc "' ^r STAPLE, ROUGH) U J I l —TIE TIES SHALL BE 35D AROUND TREE Tree 24" CINCH —TI Trunk Stoke Starke 8' LODGEPOL STAKES (2 E, 1"x4"08" ,RED' CROSS —BRACE GALV. NAILS PREVAILING WIND. MULCH WOOD Ch DIRECTION (27 DEEP) TOP OF ROOTBALL 1/2" ABOVE FINISHED GRADE BACKFILL MATERIAL REMOVE CLAY SLICK IF 18" I18" DUG BY POWER AUGER ZONE 3: 30" TREES PLANTED MORE THAN 7 1 2' FROM CURB, SIDEWALK, OR_ PAVING APPROVED BY CITY ENGINEER DATE or TREE PLANTING & STAKING REVISIONS BY I APP I DATE �i Itus ZONE 3 Add zone a RAIH MDW 1-95 OBI 15 GALLON SIZE - Redraum To Can_ RAfhl 3lDiY _ .f_ -95 Md 95 Edition HZ4O FENCE STAPLE. GALV. :R, NOT THROUGI a]n TREE BOX SIZE TIES A 24" 3' 36" 2' or TREE 'CINCH - TRUNK. STAKE STAKE 10' LOE STAKES PREVAILING 1 "x4 "x(D) WIND CROSSBR GALV. NA DIRECTION CLEAN FLOAT 1/2 " -3/4" PRE - MANUFACTURED BARRIER PANELS, 24 NATIVE TOPSOIL AMENDED .BACKFILL I (SEE ENGRG.. STD.. 7 REMOVE CLAY SLICK DUG BY POWER AUC TIES INTEF O - -- AROI TREE 'CINCH - TRUNK. STAKE STAKE 10' LOE STAKES PREVAILING 1 "x4 "x(D) WIND CROSSBR GALV. NA DIRECTION CLEAN FLOAT 1/2 " -3/4" PRE - MANUFACTURED BARRIER PANELS, 24 NATIVE TOPSOIL AMENDED .BACKFILL I (SEE ENGRG.. STD.. 7 REMOVE CLAY SLICK DUG BY POWER AUC - _ E APPROVED BY CITY ENGINEER DATE or TREE PLANTING & STAKING REVISIONS BY APP �JDATE a �i lids ZONES, A, B,. & C Redrawn To CAD RMH. MDW -95 �� 24" BOX & May. 95 Edition LARGER 8250 Add Zones IRMH1 MDW 1 -95 i I 1 ' Base Material 6o Root Barrier I 1 1 1 1 i 1 I I Tree well Perimeter DO NOT DIG OR TRIM ROOTS IN THIS AREA THIS STANDARD SHALL NOT BE USED WITHOUT PERMISSION OF CITY ARBORIST Seal =1 Curb . . .4 d.: •. 4rw Excovotion and Root Trimming Area SECTION SCALE 1 " =12" ROOT BARRIER FRAME Qi Trench shall be dug 6 "wide by 16 "deep below sidewalk around perimeter of tree well (except behind curb). O2 All roots in this trench shall be hand cut; eg. chainsaw, loppers, handsaw, axe. Do not dig out with back —hoe, trencher, or any other mechanical device not listed above. Roots shall be cut even with tree well perimeter. IQ All severed roots over one inch in diameter shall be sealed with an appropriate tree seal at time of cutting. ® Root barrier shall be 18 "deep, plastic, with continuous connection:. Root barrier shall be tacked or stapled to 2x4 softwood frame. Frame ,shall not be removed. O5 Trench shall be backfilled to subgrade with base material.. © Root trimming and barrier installation shall be inspected by City Arborist before tree well is constructed. 24 —hour prior notice required, not including Sat., Sun., and City holidays. * THIS STANDARD APPLIES TO REPAIR OF ROOT— DAMAGED SIDEWALK, AND NEW SIDEWALK CONSTRUCTION AROUND AN EXISTING STREET TREE. PJJVt<UVtU 6Y CITY ENGINEER dDATE - - - -- - - �Of TREE ROOT TRIMMING Sm REVISIONS BY APP 'v�U AND Redraum. To CAD RMH MDW i� �► yS � BARRIER 'INSTALLATION* May 95 Edition $3i O I STREET B �, 9 "-1 4 ",,r SIDEWALK BASE MAT'L SECTION A -A GENERAL NOTES L ►A IR S' MIN. TRUNK PLAN VIEW 6 � NATIVE BACKFILL 4 "T —III ■ i �� COI . It w� SECTION B -B A. Prior to excavating with backhoe, trencher, or any other mechanical device that would tear the roots, the tree roots shall be hand —dug and hand —cut (e.g. loppers, chainsaw, handsaw or axe) and all severed roots over one inch (1") in diameter shall be immediately sealed with an appropriate tree seal. B. Root trimming and fabric installation shall be supervised and inspected by City Arborist prior to commencing work. 24 hour notice is required, not including Saturdays, Sundays and City holidays. C. Root control fabric shall be Typar Bio— Barrier, or approved equal, and shall be installed on tree side of trench. Native backfill shall press fabric against side of trench. THIS STANDARD APPLIES TO ROOT TRIMMING, REPAIR OF ROOT - DAMAGED SIDEWALK, CURB & GUTTER AND NEW SIDEWALK CONSTRUCTION W/TH/N FOUR FEET (4) OF AN EXISTING STREET TREE. APPROVED BY CITY ENGINEER DATE city Or REVISIONS BY APP DATE M TREE ROOT CONTROL i� lw$ FABRIC INSTALLATION OB1Sp0 Ma 9 8320 I C 1 DETACHED SIDEWALK INTEGRAL SIDEWALK Municipal Code Section 12.40.040 (a) In a residential zone, it is unlawful for any person to install or main- tain or to direct, authorize or permit the installation or maintenance of a mail box, a receptacle for newspaper delivery, or any other container to be used for delivery purposes in, upon or over any portion of the space or area between a street curb and the back edge of an improved sidewalk. APPROVED BY REVISIONS Change Code Section Redrawn to CAD UAI t _' _J OF BY APP DATE j SdYl JDL MDW 10 -93 USA JDL MDT/ f0 -93 OBIMO MAIL BOX LOCATION 09 C,,;.;__ 9010 A 1 CHRISTY G -5, or appv'd equal. Cover shall be imprinted with "MONUMENT ". Pavement - \ T- 10" 1 _ a �I p., e. e 10" o _ 1/2" in. e > cleorc nce e_ all around 1 14 � " 3" PIN -1" max R.E. tag 18" min. LL .. .. 4" e e A pD e OPTIONAL METHOD Base may be cast with a.cylindrical recess which shall later be filled with expansive grout, min. 2500 psi, when pin is set. D 0 e 1 e . 0 I 14" min. SECTION A -A A 1 COLLAR Class A PC concrete trowelled to street grade and allowed to cure for 48 hours prior to full traffic use.. Brazing rod, 1/8" -3/16" diameter, with numbered brass tag. Pin shall be set by Surveyor or Civil Engineer and the point permanently marked with registration number. BASE Class B PC concrete. Top surface shall be smooth. Bottom shall be flared as shown. APPROVED BY CITY ENGINEER DATE city Or REVISIONS BY I APP I DATE � US & WELL Add "or equal" JDL MDW 10 -93 Redraum to CAD JDL I MDiY 10 -93 OB'bW Mav 95 Edition 9020 I 1 1 1 1 III 41 I 1 I� 1 1 1 J 1 THESE REQUIRMENTS ARE INTENDED FOR THOSE INVOLVED IN THE PREPARATION OF MAPS, DRAWINGS, IMPROVEMENT PLANS, ETC. THAT ARE SUBMITTED TO THE CITY FOR APPROVAL OR PUBLIC RECORDS. IN THE INTEREST OF EXPEDITING THE REVIEW PROCESS AND IMPROVING THE REPRODUCIBILITY OF CITY MAP AND PLAN FILES, THESE REQUIRMENTS HAVE BEEN ADOPTED. (SEE ENGINEERING STANDARD #7906 FOR A PICTORAL EXAMPLE). DEVIATIONS FROM ANY OF THE FOLLOWING CRITERIA MUST BE APPROVED BY THE CITY ENGINEER: GENERAL 1. ALL MAPS, DRAWINGS AND PLANS SHALL HAVE, WHEN APPLICABLE, THE FOLLOWING: TITLE BLOCK VICINITY MAP CREEK & STREET NAMES NORTH ARROW SCALE CENTERLINE MONUMENTS DIMENSIONS DATE LOT LINES. & NUMBERS STATIONING LEGEND(S) TRACT NAME & NUMBERS BENCH MARKS EASEMENT(S) BEARINGS, RADII, ETC. TOPOGRAPHY ELEVATIONS EXISTING UTILITIES 2, NORTH ARROW SHALL ALWAYS POINT IN AN UPWARD DIRECTION (REGARDLESS. OF STATIONING). 3. CITY ADOPTED SYMBOLS SHALL BE USED (SEE STANDARDS #7910 AND #7920). 4. REFERENCES TO CITY ENGINEERING STANDARDS SHALL INCLUDE NUMBER &_ EDITION DATE. 5. PLANS BASED ON CITY- SUPPLIED INFORMATION SHALL INCLUDE REFERENCES TO CITY PLAN NUMBER, FILE NUMBER, FIELD BOOK NUMBER, ETC. 6. GRADING, UTILITY AND LANDSCAPING PLANS SHALL NOT BE COMBINED ON SAME SHEET. 7. FINISH AND EXISTING GRADES SHALL BE SHOWN BY USE OF CONTOURS ON GRADING PLANS. 8. GRADED SLOPES STEEPER THAN 4:1 SHALL BE SHADED. 9. ALL CONTOURS AND ELEVATIONS SHALL REFLECT CURRENT CITY DATUM. 10. ALL SITE PLANS AND PUBLIC IMPROVEMENT PLANS SHALL BE ON 24 "x36" SHEETS. 11.. SUBMITTED ORIGINALS SHALL BE VELLUM OR POLYESTER FILM (NO SEPIA INTERMEDIATE), SHALL BE IN INK OR FILM REPRODUCTION (NO PENCIL), AND SHALL NOT HAVE TAPED ON DETAILS, 12. H HORIZONTAL CURVES (CURBS, CUTILITY L INES, ETC.) SHALL SHOW RADIUS, DELTA, CURVE LENGTH, AND APPROPRIATE CONTROL (STATION OF BC, EC, ETC.). 13. EXCESSIVE OR SUPERFLUOUS INFORMATION SHOULD BE AVOIDED. STATIONING 14. ESTABLISHED CITY STATIONING SHALL BE USED FOR ALL STREET WORK & EXTENSIONS. 15. ALL STATIONED WORK IN CITY RIGHT -OF -WAY SHALL USE STREET CENTERLINE STATIONING. 16. STATIONING FOR GRAVITY -FLOW SYSTEMS SHALL BE FROM DOWNSTREAM TO UPSTREAM (EXCEPT FOR #15 ABOVE)., 17. PRINCIPAL STATIONING SHALL BE FROM LEFT TO RIGHT (EXCEPT FOR #2, #14, & #15). 18. .SEPARATE STATIONING SYSTEMS SHALL NOT HAVE DUPLICATE STATION NUMBERS. SCALE 19. ENGINEER'S SCALE SHALL BE USED ON ALL BUT BUILDING PLANS AND DETAILS. 20. GENERALLY, THE LARGEST SCALE THAT IS PRACTICAL SHALL BE USED. 21. A MINIMUM OF 20 -SCALE MUST BE USED ON SITE PLANS. 22. A MAXIMUM OF 10 -FEET PER INCH AND A MINIMUM OF 1 -FOOT PER INCH SHALL BE USED ON PROFILE VERTICAL SCALE, WITH ELEVATIONS CALLED OUT. LETTERING- & -LINES 23. HANDLETTERING SHALL BE A MINIMUM OF 1/8" HEIGHT AND 0.3 mm LINE WEIGHT ( #0 CASTELL). 24. MECHANICAL LETTERING SHALL BE A MINIMUM OF 1/10 HEIGHT ( #100 LEROY) AND 0.3 mm LINE WEIGHT ( #0 CASTELL). 25. LINES SHALL HAVE A MINIMUM WEIGHT OF 0.2 mm ( #00 CASTELL). 26. LETTERING SIZES AND LINE WEIGHTS SHALL VARY ACCORDING TO TYPE OF INFORMATION. 27. EXISTING CONTOURS SHALL BE DASHED, AND EITHER HALF -TONE OR OF THINNER LINE WEIGHT THAN NEW CONTOURS. APPROVED BY CITY ENGINEER DATE REVISIONS BY I APP DATE Redrawn To CAD RMH I MDW 1 -95 av7 or San m LA il LUIS OB,MO GENERAL DRAFTING STANDARDS 95 9910 r W W 2 N N W O U Z W Z a M N O U M W U' m J 41 Q 3 _ O N J N Z Z O 0 N Lai Z F w O J W M O If Z 5 m n_ APPROVED BY CITY ENGINEER DATE 0 REVISIONS BY APP DATE S� 1 I. M P R 0 V E M E N T PLAN New Standard RMH MDW 5 -95 a �(S� TITLE BLOCK OB'S "' Mav 95 Edition 9920 HEMa M Red: a a a z ed: M�Bn � Eli W aW Zp� F 00 pum aiYsggplij S F W U'W�y�2�� 3Q }t ® O 11JJ I O'O �8yo S`Np Zi�it��u"lo� V V �G \MEEK *i, tWO�yn " 4�S o M Wig; � G DDipg qq M. _d31SIf13M Y�i c i is _ E o W Qz o a - Lv F ( W Z Y J m tn z z 2a w > J 0 ( l W >� w w p a -- m LJ Q 0° J � Q a m a FT91 p �G \NFFA i� i Im 41 a w �gg E a w Z O o z d= :;i� COS�mm c; n APPROVED BY CITY ENGINEER DATE 0 REVISIONS BY APP DATE S� 1 I. M P R 0 V E M E N T PLAN New Standard RMH MDW 5 -95 a �(S� TITLE BLOCK OB'S "' Mav 95 Edition 9920 I i i i 5 � f i Sta 10 +45 to 13 +88 Grade Drainage Channel / (See X— Section, Sh.7) 4 See ENGINEERING STD. #7905 for requirements 0 0 Ln Ln zo ro R = 75.00' ,1 z A = 60'00'00" L = 78.54' ! 1 SCALE 1"=20" �, v,5 + LOT 17 + Sta 2 +83.5 to 4 +03.5 Exist. Trees Construct Curb Gutter & Sidewalk E E Remain (Engr. Std. 4110, Apr. 1986) Sta 3 +40 Install Fire Hydrant Assy. (Engr. Std. 6310, Apr.1986)/ I ! ! 0 0. tri 0 It BC 5' Sta 10 +00 Construct (See Detail •............ :.`.:::: :::::::::.: B.M. 4 -123 :....�..... Elev. 211.46 _ w �i _ ZEXIST. 8' WATER _ w N 3� P I N E D R. 1 N 53'05'00" APPROVED BY CFTY ENGINEER DATE m or REVISIONS BY APP DATE SM DRAFTING STANDARDS Redravm To CAD RMH MDW 1 -95 �i US PICTORIAL EXAMPLE OB'gM May 95 Edition 9930 i i 3 0 0 Ln Ln zo ro R = 75.00' ,1 z A = 60'00'00" L = 78.54' ! 1 SCALE 1"=20" �, v,5 + LOT 17 + Sta 2 +83.5 to 4 +03.5 Exist. Trees Construct Curb Gutter & Sidewalk E E Remain (Engr. Std. 4110, Apr. 1986) Sta 3 +40 Install Fire Hydrant Assy. (Engr. Std. 6310, Apr.1986)/ I ! ! 0 0. tri 0 It BC 5' Sta 10 +00 Construct (See Detail •............ :.`.:::: :::::::::.: B.M. 4 -123 :....�..... Elev. 211.46 _ w �i _ ZEXIST. 8' WATER _ w N 3� P I N E D R. 1 N 53'05'00" APPROVED BY CFTY ENGINEER DATE m or REVISIONS BY APP DATE SM DRAFTING STANDARDS Redravm To CAD RMH MDW 1 -95 �i US PICTORIAL EXAMPLE OB'gM May 95 Edition 9930 UTILITIES WATER LINE. SEWER LINE GAS .LI NE TRAFFIC SIGNAL CONDUIT POWER (RUEJ TELEPHONE OIL(UNION) CABLE T.V. CULVERT CONCRETE CURB CURB 4 GUTTER SIDEWALK DR I VEWAY BOUNDARIES PROPERTY LINE LOT LINE TRACT LINE EASEMENT LINE CITY LIMIT LINE MISC. STREET CENTERLINE CREEK FLOWLINE PROFILE OVER UTILITY CROSSING (UNDER APPROVED BY THE CITY ENGINEER BY r� LINES EXISTING PROPOSED - -GAS- - GAS-- - - PGE -PGE TEL TEL OIL OIL -- T• v -- - -TV -- I/I I \I EASEMENT CITY .LIMIT fit.. .�. • �`� x x X Y�l +,.-Y X - - -_ DRAFTING STANDARDS L I NES 9940 I t t t 1 SYMBOLS x —x —x— UTILITIES EXISTING PROPOSED TRAFFIC SIGNAL PULLSOX - -o' �f TRAFFIC SIGNAL CONTROLLER C-1 ='q TRAFFIC SIGNAL 0-_J�/-p Cam* POWER POLE $ p p TELEPHONE POLE $T p CREEK FLOWLINE GUY Q--j STREET LIGHT SEWER MANHOLE --a— —- SEWER CLEANOUT —d —♦ STORM DRAIN MANHOLE GAS METER WATER METER FIRE HYDRANT �1 --- WATER VALVE — F THRUST BLOCK Q REDUCER PLUG OR CAP FIRE SPRINKLER VALVE TPsv AIR RELEASE VALVE ---T-DARV - --/ARV BLOWOFF -- --T-Oao '--IFOeo DETECTOR CHECK – 50c 190c WATER SAMPLING STATION wss wss ,MISC: BENCH MARK XB,y ea.M. CENTERLINE MONUMENT OMON. &MON. SIGN a Z BY THE CITY ENGINEER DATE TOPO FENCE x —x —x— BARR I CADE P. C. CONCRETE BLOCK WALL - RAILROAD TRACKS ='q OR SAND (TOP BANK (STEEPER' `THAN 4:1 OTTON CREEK FLOWLINE +- •-•L��••._ DESIGN FLOWLINE DRAFTING. STANDARDS BY I APP SYMBOLS, TOPO avw 1 ?w;( .- -gg ' SECTIONS ADW WH 1 • $5 May 95 Edition 9950 SECTIONS NATIVE GROUND P. C. CONCRETE :. t: e:•• .: .. ••.♦ '• ' • �` • •' AGGREGATE BASE ='q SAND WOOD DRAFTING. STANDARDS BY I APP SYMBOLS, TOPO avw 1 ?w;( .- -gg ' SECTIONS ADW WH 1 • $5 May 95 Edition 9950 RESOLUTION NO. 8412 (1995 SERIES) A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS OBISPO REVISING A MANAGEMENT COMPENSATION PLAN FOR APPOINTED OFFICIALS AND FOR CERTAIN MANAGEMENT PERSONNEL AND SUPERSEDING PREVIOUS RESOLUTIONS IN CONFLICT WHEREAS, the City Council established a comprehensive Appointed Officials and Management Development and Compensation policy in 1994; and WHEREAS, the Council is committed to a comprehensive policy that strengthens the recruitment and retention of well qualified and effective appointed officials and management personnel; and WHEREAS, the Council desires to maintain an Appointed Officials and Management Compensation Plan which is consistent with other compensation plans; and WHEREAS, the Council is committed to a compensation plan which reflects the differences between duties, responsibilities and job requirements; and WHEREAS, the Council determines that merit and performance shall be the basis for Appointed Official and Management compensation; and WHEREAS, consistent with Section 701 of the City Charter, the City Council is the appointing authority for the City Administrative Officer, City Attorney and the City Clerk (Appointed Officials), and the City Administrative Officer is the Appointing Authority for Management positions; and WHEREAS, the appointing authority is responsible for the selection, evaluation and the level of compensation for the appointed employee. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Resolution No. 8412 Resolution No. 8412 Page 2 (1995 Series) Section 1. An Appointed Official and Managerial salary plan is an important component of a comprehensive compensation policy. In order to remain competitive with the professional marketplace and promote merit and performance as the criteria for individual salary determinations, the following open -range Appointed Officials and Management Personnel Salary Schedule established in 1994 shall remain unchanged: APPOINTED OFFICIALS AND MANAGEMENT SALARY SCHEDULE 1995 GROUP MANAGEMENT POSITION I City Administrative Officer II City Attorney III Assistant City Administrative Officer Community Development Director Finance Director Fire Chief Police Chief Public Works Director Utilities Director IV City Clerk City Engineer Parks and Recreation Director Personnel Director SALARY RANGE $6629 -8597 $5746-7440 $5409 -6974 $4837 -6215 Resolution N0412 (1995 Series) Page 3 Section 2. The Appointing Authority, or City Administrative Officer shall determine compensation within the designated range, after evaluating performance using professional compensation principles and the following guidelines and salary increase matrix. Such determination shall reflect merit and performance as the standard and basis for managerial compensation. In addition, the-appointing authority may reduce compensation if performance is unsatisfactory. PERFORMANCE GUIDELINES First quartile of the salary range: promotional and initial hiring range and learning curve on the job Second auartile of the salary range: experienced level and lateral hiring; competent performance of the job after completion of learning /adjustment curve after hire Third auartile of the salary ranger hiring exceptionally qualified; consistently competent performance over time Fourth auartile of the salary range: exceptional performance over time; strives to excel in numerous areas SALARY INCREASE MATRIX Performance Status: Probation (not adequately performed) Fair Competent (expected performance level) Highly Competent Quartile: 1st 2nd 3rd 4th 0% 0% 0% 0% 0 -2 0 -1 0% 0% 3 -5 2 -4 1 -3 0 -1 3 -6 4-5 3 -4 2 -3 Exceptional 8 -9 7 -8 5 -6 3 -4 Resolution No. 8412 Page 4 r -. (1995 Series) Section 3. The City shall continue to provide employees in those classifications listed in Section 1 certain fringe benefits including: a. A contribution for health insurance premiums as provided through PEMHCA of $415 per month. b. A contribution of 2.0% of salary into a deferred compensation plan. All other benefits currently available to the above referenced employees to remain in effect. Section 4. City staff shall develop a longer range comprehensive management compensation plan to be presented to Council for their approval to be used in establishing managerial compensation in the future. On motion of Smith" ' - seconded by Roalman and on the following role call vote: AYES: Smith, Roalman, Williams, and Mayor Settle NOES: Vice Mayor Romero ABSENT: None 9 the foregoing resolution was passed and adopted this 2 day of May 1995. Resolution No. 8412 Resolution No. 8412(1995 Series) Page 5 ATTEST: �� APPROVED AS TO FORM: MAYOR "ALLEN SETTLE G. .� — 191 f, `��� Resolution No. 8412 ��` � c ,�'�� ,a ��� �� �� Resolution No. 8411 (1995 Series) A RESOLUTION OF THE CITY OF SAN LUIS OBISPO AMENDING THE POLICIES AND PROCEDURES FOR ISSUANCE OF BANNER PERMITS. BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: SECTION 1. The Banner Policy attached hereto, marked "Exhibit A", which establishes formal policies and procedures for processing permits to install banners in the downtown area, is hereby approved. SECTION 2. The City Clerk shall furnish a copy of this resolution to the Public Works Director. On motion of Cnrnnnil MPmhPr gmith seconded by Cnnnnil Mamhar Rnn1man , and on the following roll call vote: AYES: Smith, Roalmaa, _. NOES: None ABSENT: None williams,Romero, and 1;ayor Allen Settl the foregoing resolution was passed and adopted this 2 day of May , 1995. This resolution supersedes Resolution No. 8293 (1994 Series). MAYOR ALLEN SETTLE ATTEST: C CLERK I)ia�e Ala well APPROVED AS TO FORM: r11ATrRfN G: \.. \POLICIES \BANNER.REV R -8411 Resolution No. 8411 CITY of SAN LUIS OBISPO EXHIBIT A Banner Policy & Procedures DEFINITIONS Banner: A sign which is installed across a public street, above traffic and is temporary in nature. Flag: A decorative sign hung vertically from a horizontal support attached to a City street light. Event: Any meeting, display, exhibit, parade or show, that is open to the general public and takes place: 1. On public property within the City limits and for which the City has issued a permit specifically authorizing the use of said property. 2. On the Cal Poly campus for which Cal Poly has authorized the use of said property. Banners and flags require a Public Works Department 'Banner Permit" and are exempt from the Municipal Code Sign Regulations. The Development Review Section of the Engineering Division is responsible for the issuance of banner permits. PURPOSE & APPLICATION Banners are displayed to inform the general public of upcoming events. Flags are displayed only for decoration in the downtown (BIA downtown beautification flags). AFFECTED CITY DEPARTMENTS Public Works Department (Engineering Division, Parks & Streets Divisions) Finance Department PERTINENT REGULATIONS None. n Resolution No. 8411 Banner Policy Page 2 of 4 POLICY 1. A banner may be displayed only to announce an event. Business Improvement Association Holiday decorations a be displayed in lieu of banners during the months of November and December. 2. Flags may only be displayed on designated street light poles in the downtown which are equipped with the necessary hardware (bracket). 3. The name of the event shall be printed in the largest and boldest type. The location and date shall be printed in a type size smaller than that of the event. The name and /or logo of the non - profit organization sponsoring the event may be displayed in a type size smaller than that of the date and location. Other messages or statements are strictly prohibited. Examples: An Old Fashioned Fourth of July July 4th Mission Plaza City of San Luis Obispo Rib Cook -Off Thursday Night Farmers' Market Business Improvement Association SCOUT- A -RAMA Mission Plaza August 12th Boy Scouts of America Banner wording shall be approved by the City prior to issuance of a banner permit, to insure consistency with this policy. The approved wording shall be in the form as shown above and plainly stated on the banner permit. Existing banners which meet the intent but not exact form as shown above shall be allowed until replaced or changed. Deviation from the approved wording is cause for the City to either refuse to install, or to remove any banner. 4. Banners shall be installed for a period of one (1) calendar week. A single banner or multiple banners advertising the same event shall not be hung in consecutive time slots. Resolution No. 8411 Banner Policy Page 3of4 to the satisfaction of the Public Works Department that the mayor event or festival has at least ten (10) prescheduled activities or concerts (broadly publicized and open to the general public for a fee or free ) extending over a two week period. 5. Banners and flags shall be installed and removed by the City's Parks & Streets Division, by a public utility company, or, the BIA. However, the BIA may only install those banners for which the BIA has been issued a banner permit. 6. Banners shall be installed and removed on Mondays, NO EXCEPTIONS. 7. A minimum banner permit fee will be charged. If the City installs and removes the banner, an additional fee shall be charged which is representative of the City's estimated costs associated with the installation /removal of banners and flags. (Note: All fee updates are processed through the Director of Finance and approved by resolution of the City Council). If the BIA installs and removes the banner, only the minimum administrative fee shall be charged. If however, the BIA or a public utility company fails to remove the banner on the scheduled date, the City may do so and collect one -half of the full banner fee from the permittee prior to release of the permittee's banner. 8. The Business Improvement Association (BIA) is partially sponsored by the City. Therefore, all fees charged to the BIA will be fifty (50) percent of the normal fee. All banners and flags installed for an event or non - profit organization which is financially co- sponsored by the City or BIA will be charged fifty (50) percent of the normal fee. Events which are solely City sponsored events will not be charged a fee. 9. A new banner schedule shall be established each year by January 10. Banner permit applications shall not be received prior to January 10. Beginning on the first weekday following January 10, banner permits will be issued on a first -come first -served basis. Banner space shall not be reserved except through the issuance of a banner permit. 10. Banner specifications: Maximum banner size: 4 ft. wide x 24 ft. long, constructed of a fabric which will able to withstand typical weather conditions. Support lines shall be 40 feet long with the banner centered. Support lines shall be 1/4 inch nylon rope top and bottom, double stitched across the full length of the banner. Each corner shall be quadruple stitched for 1 foot from each corner and across the support lines. Resolution No. 8411 Banner Policy Page 4 of 4 C� , Banners over 12 feet in length and 2 feet in width shall have wind relief cuts 1 foot on center (4 inches x 4 inches, horseshoe cuts). 11. Flag Specifications: Flags shall be designed to be hung from the City's street light pole brackets. However, since flags typically vary greatly in size and shape, proposals shall be reviewed on a case by case basis regarding material, stitching, supports (hardware) and dimensions. PROCEDURE At the beginning of each calendar year, a schedule of City and BIA banners shall be established. All City departments and the BIA wishing to reserve a banner location and time shall do so, in writing between January 2 and January 10, to the Development Review Section of the Engineering Division. Once all initial City and BIA banners are reserved, all other banner requests (including subsequent City and BIA banner requests) shall be reserved on a first come first served basis. NO EXCEPTIONS GRANTED. Upon receipt of a written request to hang a banner or flag(s), the Engineering Division Development Review Section shall verify the proposed banner complies with City policy and specifications. If staff is uncertain whether a banner /flag complies with City policy, the matter shall be referred to the Public Works Director for review /approval. A Public Works Department "Banner Permit" shall be completed and issued and all appropriate fees collected before any banner is installed. Banner permit forms are located at the public counter at 955 Morro St. A Banner Permit File containing the current year banner schedule (calendar), banner specifications, a copy of this policy, and issued banner permits will also be kept at this location. After a Banner Permit is completed, the original permit is routed to the City Arborist (Parks Division), a copy is given to the permittee, and one copy is filed in the Banner Permit File. At the end of each calendar year, the banner schedule (calendar) and issued permits are removed from the Banner Permit File and placed in an archive file in the Engineering Division Development Review Section until disposal. G: \... \DREVIEW\POLICIES \BANN ER. POL Resolution No. 8411 c�> �,,� O C ��,� �'�v�� \a��� �� ,,_, RESOLUTION NO. 8410 (1995 Series) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, SUPPORTING THE CENTRAL COAST REGIONAL TECHNOLOGY ALLIANCE WHEREAS, commercial space programs at Vandenberg Air Force Base are certain to be a welcome major economic stimulus to the area; and WHEREAS, the Central Coast Regional Technology Alliance ( CCRTA), a non - profit association representing San Luis Obispo and Santa Barbara counties, will assist companies in the region to apply for and obtain state and federal grant funds for commercial space and other programs; and WHEREAS, Regional Technology Alliances are presently operating in the regions of San Francisco, Los Angeles and San Diego; and alliances under consideration with the CCRTA are the regions of Sacramento, Central Valley, and the counties of San Bernardino /Riverside /Imperial; and WHEREAS, the CCRTA will develop programs and activities for each area in the region to create and retain jobs; create new businesses; develop new commercial or dual -use products; establish industry partnerships and consortia; demonstrate productivity enhancements within key regional industries in such areas as return on investment, reduced cost, employee training, and equipment upgrades; establish public and private partnerships; commit industry support, participation, and capital; leverage state, federal, and private sector funds; allow participation of small business and minority, women- and disabled- veteran - owned businesses; and provide work force.training; and WHEREAS, the CCRTA would not be limited to commercial space programs; other programs involving manufacturing, agriculture, tourism, education, environment, energy, and activities which are core to the region would qualify; and WHEREAS, the key aspect of the CCRTA is to attract high -tech companies that would not locate in an area without a Regional Technology Alliance process and allow existing companies in the region to remain and expand under the CCRTA program process; and WHEREAS, the organizations that have provided support and input to the CCRTA are the Chamber of Commerce of Arroyo Grande, Grover Beach, Lompoc, Paso Robles, Pismo Beach, San Luis Obispo, and Santa Maria; the Santa Maria Valley Economic Development Association; and the Santa Barbara Industrial Association; and WHEREAS, numerous cities in San Luis Obispo and Santa Barbara counties also support the CCRTA; and R - 8410 Resolution No. 8410 (1 Series) Page 2 WHEREAS, the Western Commercial Space Center is a major supporter of CCRTA, and their personnel have provided valuable input to satisfy the CCRTA requirements; and WHEREAS, the state has provisions to provide up to $30,000 for CCRTA start -up and up to $250,.000 for first year operational costs, with the intention that the CCRTA will become self supportive; NOW THEREFORE BE IT RESOLVED by the City Council of the City of San Luis Obispo to support the CENTRAL COAST REGIONAL TECHNOLOGY ALLIANCE and to respectfully request the approval of the CCRTA by the California Defense Conversion Council. PASSED AND ADOPTED at a regular meeting of the City Council held on the 2nd day of May , 1995. On motion of Council Member Smith, seconded by Council Member Roalman and on the following roll call vote: , AYES: Smith, Roalman, Williams, Vice Mayor Romer &,�,V 61y 1Ja &.OJJJJ8 NOES: None SAN ABSENT: None By Mayor Allen K. Settle ATTEST: By C' y Clerk Diaf a R. Gladwell APPROVED AS TO FORM: /L�✓i F i / . _sir �►f ask Yl �o State of California ATTACHMENT A Disastr ^'ember 1046 OFFICE OF �' Federal : A Number EMERGENCY SERVICES _ State Application Number :'.cS0=7IMN 1:0. 8400 (1995 SERl) DESIGNATION OF APPLICANT'S AGENT RESOLUTION BE IT RESOLVED BY THE City Council , OF THE City of ui Obi alifornia (Board of Directors of Governing Body) (Name of Organization) THAT John Dunn City Administrative Officer , [Name of Designated Agent) (Title) OR Bill Statler Director of Finance (Name of Designated Agent) (Ttle) OR (Name of Designated Agent) (Tile) is hereby authorized to execute for and in behalf of the City of San Luis Obispo, CA a public entity a o rgamzanon established under the laws of the State of California, this application and to file It In the Office of Emergency Services for the purpose of obtaining certain federal financial assistance under P.L. 93 -288 as amended by the Robert T. Staffo Disaster Relief and,' Emergency Assistance Act of 1988, and /or state financial assistance under the Natural Disast Assistance Act for Late Winter Storms of 1995 , which occurred inMarch 9 of 1995 (Fire. Flood. Earthquake, etc.) (Month/Date) (Year) THAT the City of Sa ameo isg Obispo, CA , a public entity established under the laws of the State of Califomia, hereby authorizes its agent to provide to the State Office of emergency services for all matters pertaining t such state disaster assistance the assurances and agreements required. Passed and approved this 2nQ day of i AY ant 19 95 Allen K. Settle, leayor (Name and Tide of Approving Board or Council Member) Dave Ror=, Vice i?ayor (Name and Title of Approving Board or Council Member) COLmcil leers Bill Poalr-an, Kathy Smith, and, Dcdie 19illiar^s Diane R. Gladwell (Name) (Name and Tide of Approving Board or Council Member) CERTIFICATION duly appointed and City Clerk of (Ttle of Gerk or Certifying Official; City of San Luis Obispo, California do hereby certify that the above is a true and correct copy c (Name of Organization) a resolution passed and approved by the _ _City Council of the (Board of Directors or Governing Body) ' City of San Luis Obispo, California on the 2nd day of 117�Y , 19'95 (Name of Organizarian) (Date) (Montt) (Year) Date: s' " %5 Diane R. Clams sell, City Cleric (Clerk or Certifying Official) DES Form 130 May 81901 DAB Form P1017177 WIN RT 'vo9 W F z I F d �I m tz CL U) w 0 ir m � LL m0 2 �- U W J U) U J Jl a U �c (D i o E W U a o � Q. W Z co U) Q cc w U J Q z w Q co Ir CL W z F U U) Q m CL J 0 O z. 0 CL co 0 co O �I J z o U) Z LL 0 c U r A =w 0 C a 'C L U U C7 Q O a O W U i V = N z z r z z z z z z z E `o R � a t: R n > L' L > ' > L' R Qld U v °� C .0 .. Y Y N Y U C r. • C-' cc ci Q CDC. 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O O0 ca C 3 V C N Z `� R r W V V C U U ea r fl N c p V i� V R R V G V r O CA T cv .. to U o^0 R ti •� O 00 (� v 3 m u ° c t "� � .- C r ^ ?, t0 E N c U i C R V y .' t0 O A ^C G y G � 3 •R G U r v � ^C a c > v U cn d- N c 3 3 — Q `V ' 3 3 n V) R W E W r � T r r riQ G • C z `R.1 s O ` c�a O 0 o C U Y u U o ° U y 0 W r o` cc o rq 000 00 00 0000 F- z z I / 0- ) \ k j ) M7 / 4 I < Q \ � 0 c \ u e .¢ \ &E L 2 O B k \ k & n Er < Z « eLL E 30 e } . �\ n c a � ƒ e 2 2 a 2 LU F- G ° ® n � \� � - 0 ) O _ § \\ IL u ƒ k CL ¢ $ / E « ° $ \ k / v $I � E \ ° \ o � 2 / I / / ƒ 72 2 ] L %2 LL bB O $\ k � 70 6 Q ) \ k j ) M7 / 4 I < Q \ � 0 c \ u \ j� \ &E ) 2 z B k 2 2 Z � } \) ƒ § 2 2 /j ° ® \ \ � \� - � £ ) � # § \\ \ / \ 72 2 ] ! \ z \ & < _ , 'k / / \ m d 00 00 Ez \ j� ATTACIDENT C 0aFFiCEaOFina `� Agreement No. FEM� 10� EMERGENCY SERVICES P.A. No. PROJECT APPLICATION FOR FEDERAL ASSISTANCE Subgrantee's Name: City of San Luis Obispo, CA Organization Unit: (Name of Oiganization) coaparananuAgaeey - if App,iCeplaJ Street /P.O. Box: 990 Palm Street City/State: San Luis Obispo CA County: San Luis .Obispo Zip Code: 93401 Telephone: (805) 781 -7114 Authorized Agent: John Dunn Title: City Admini qtr titan nff-i ASSURANCES - CONSTRUCTION PROGRAMS Note: Certain of these assurance may not be applicable to your project or program. If you have questions, please contact the awarding agency. Further, certain federal assistance awarding agencies may require applicants to certify to additional assurances. If such is the case, you will be notified. As the duly authorized representative of the applicant I certify that the subgrantee named above: Has the legal authority to apply for federal assistance, and the institutional, managerial and financial capability (including funds sufficient to pay the non - federal share of project costs) to ensure proper planning, management and completion of the project described in this application. 2. Will give the awarding agency, the Comptroller General of the United States, and if appropriate, the state, through any authorized representative, access to and the right to examine all records, books, papers, or documents related to the assistance; and will establish a proper accounting system in accordance with generally accepted accounting standards or agency directives. Will not dispose of, modify the use of, or change the terns of the real property title, or other interest in the site and facilities without permission and instructions from the awarding agency. Will record the federal interest in the title of real property in accordance with awarding agency directives and will include a covenant in the title of real property acquired in whole or in part with federal assistance funds to assure nondiscrimination during the useful life of the project. 4. Will comply with the requirements of the assistance awarding agency with regard to the drafting, review and approval of construction plans and specifications. 5. Will provide and maintain competent-and adequate engineering supervision at the construction site to ensure that the complete work conforms with the approved plans and specifications and will fumish progress reports and such other information as may be required by the assistance awarding agency or state. 6. Will initiate and complete the work within the applicable time frame after receipt of approval of the awarding agency. 7. Will establish safeguards to prohibit employees from using their positions for a purpose that constitutes or presents the appearance of personal or organizational conflict of interest, or personal gains. B. Will. comply with the Lead -Based Paint Poisoning Prevention Act (42 U.S.C. § § 4801 et seq.) which prohibits the use of lead based paint in construction or rehabilitation of residence structures. 9. Will comply with all federal statues relating to nondiscrimination. These include but are not limited to: (a) Title VI of the Civil Rights Act of 1964 (P.L. 88 -352) which prohibits discrimination on the basis of race,. color or national origin; (b) Title IX of the Education Amendments of 1972, as amended (20 U.S.C. §§ 1681 -1683 and 1685 -1686) which prohibits discrimination on the basis of sex; (c) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794) which prohibit discrimination on the basis of handicaps; (d) the Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 -6107) which prohibits discrimination on the basis of age; (e) the Drug Abuse Office and Treatment Act of 1972 (P.L. 93 -255) as amended, relating to nondiscrimination on the basis of drug abuse; (f) the Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91 -616) as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; (g) § § 523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. 290 dd -3 and 290 ee -3), as amended, relating to confidentiality of alcohol and drug abuse patient records; (h) Title Vlll of the Civil Rights Act of 1968 (42 U.S.C. § 3601 et seq.), as amended, relating to nondiscrimination in the sale rental or financing of housing; (i) any other nondiscrimination provisions in the specific statute(s) under which application for federal assistance is being made, and. (j) the requirements on any other nondiscrimination statute(s) which may apply to the application. 10. Will comply, or has already corr =lied, with the requirements of Titles II and 111--of the Uniform Relocation Assistance and Real Property Acquisition Polii Xct of 1976 (P. L. 9i -646) which provide: fair and equitable treatment of persons displaced or whose property is._..quired as a result of federal and federally aa,.ced programs. These requirements apply to all interests in real property acquired for project purposes regardless of federal participation in purchases. 11. Will comply with the flood insurance purchase requirements of Section 102(a) of the Flood Disaster Protection Act of 1973 (P.L. 93 -234) which requires recipients in a special flood hazard area to participate in the program and to purchase flood insurance if the total cost of insurable construction and acquisition is $5,000 or more. 12. Will comply with environmental standards which may be prescribed pursuant to the following: (a) institution of environmental quality control measures under the National Environmental Policy Act of 1969 (P.O. 91 -190) and Executive Order (ED) 11514; (b) notification of violating facilities pursuant to EO 11738; (c) protection of wetlands pursuant to EO 11990; (d) evaluation of flood hazards in floodplains in accordance with EO 11988; (e) assurance of project consistency with the approved state management program developed under the Coastal Zone Management.Act of 1972 (16 U.S.C. §§ 1451 et seq.); (f) conformity of federal actions to State (Clean Air) Implementation Plans under Section 176(c) of the Clean Air Act of 1955, as amended (42 U.S.C. § 7401 at seq.); (g) protection of underground sources of drinking water under the Safe Drinking Water Act of 1974, as amended, (P.L. 93 -523); and (h) protection of endangered species under the Endangered Species Act of 1973, as amended, (P.O. 93- 2051. 13. Will comply with the Wild and Scenic Rivers Act of 1968 0 6 U.S.C. § § 1271 et.seq.) related to protecting components or potential components of the national wild and scenic rivers system. 14. Will assist the awarding agency in assuring compliance with Section 106 of the National Historic Preservation Act of 1966, as amended (16 U.S.C. 470), EO 11593 (identification and preservation of historic properties), and the Archaeological and Historic Preservation Act of 1974 (16 U.S.C. 469a -1 at seq). 15. Will cause to be performed the required financial.and compliance audits in accordance with the Single Audit Act of 1984. 16. Will comply with all applicable requirements of all other federal laws, Executive Orders, regulations and policies governing this program.' 17. Has requested through the State of California, federal financial assistance to be used to perform eligible work approved in the subgrantee application for federal assistance. Will, after the receipt of federal financial assistance, through the State of California, agree to the following: a. The state warrant covering federal financial assistance will be deposited in a special and separate account, and will be used to pay only eligible costs for project described above; b. To return to the State of California such part of the funds so reimbursed pursuant to the above numbered application which are excess to the approved, actual expenditures as accepted by final audit of the federal government or the State Controller, or both. C. In the event the approved amount of the above numbered project application is reduced, the reimbursement applicable to the amount of the reduction will be promptly refunded to the State of Califomia. The undersigned represents that he is authorized by the above named subgrantee to enter into this agreement for and on behalf of the said subgrantee. May 3, 1995 DATE DAB Form OES 82 IM. 91941 �� � C �. � � ��� c� �� V ��