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Home My WebLink About91-43 CC OrdinanceORDINANCE NO. 91-43 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TEMECULA REPEALING PORTIONS OF THE NON-CODIFIED RIVERSIDE COUNTY ORDINANCE AND ADOPTING STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION. THE CITY COUNCIL OF THE CITY OF TEMECULA DOES HEREBY ORDAIN AS FOLLOWS: SECTION 1. City Ordinance No. 90-04 adopted by reference portions of the non-codified Riverside County Ordinances. On the effective date of this Ordinance, Ordinance No. 461 of the non-codified Riverside County Ordinances is hereby repealed. SECTION 2. The attached standard drawings for Public Works Construction are hereby adopted. They are to be used on all public works projects in conjunction with the standard specifications for public works Construction (Green Book). Any inconsistency between the standard drawings and the Green Book shall be resolved in favor of the Standard Drawings. SECTION 3. The City Clerk shall certify the adoption of this Ordinance. Ronald J. Parks, Mayor ATTEST: [SEAL] Ords 91-43 -1- STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) SS CITY OF TEMECULA ) I, June S. Greek, City Clerk of the City of Temecula, HEREBY DO CERTIFY that the foregoing Ordinance No. 9143 was duly introduced and placed upon its first reading at a regular meeting of the City Council on the 26th day of November, 1991, and that thereafter, said Ordinance was duly adopted and passed at a regular meeting of the City Council on the 10th day of December, 1991, by the following roll call vote: AYES: 5 COUNCILMEMBERS: Lindemarts, Moore, Mufioz, Birdsall, Parks NOES: 0 COUNCILMEMBERS: None ABSENT: 0 COUNCILMEMBERS: None ~neS. Greek,~ Ords 91-43 -2- EXHIBIT "A" PROPOSED LETTER TO THE CONSTRUCTION INDUSTRY To Developer, Engineer, or Contractor TO WHOM IT MAY CONCERN: The City of Temecula has assembled Standard Drawings for Public Works Construction and adopted the drawings by City Council as Ordinance 9142 . The Standard Drawings will become effective January 10, 1992, and will be available for purchase at the City of Temecula Public Works Counter for $17.50 per set, or $.25 per single sheet. To minimize any fiscal impact, projects or developments will be reviewed per the following guidelines: Existing projects or developments with plans submitted prior to January 10, 1992 and signed by the City Engineer prior to July 1, 1992, shall be constructed utilizing the standards to which they were designed. Projects or developments existing and under construction shall continue to be constructed ~:tilizing the standards to which they were designed. Projects or developments with plans submitted after January 10, 1992 shall be designed and constructed utilizing the City of Temecula Standards. Projects or developments with plans which may have been submitted prior to January 10, 1992, and have not been signed by the City Engineer prior to July 1, 1992, shall be designed and constructed utilizing the City of Temecula Standards. Should you have any questions, please contact Mr. Mike Wolff, Senior Public Works Inspector, at (714) 694-6411. Sincerely, Tim D. Serlet Director of Public Works/City Engineer 4- pwOl \agdrpl\ 1126\drawings.std 111891 CITY OF TEMECULA STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION November, 1991 INDEX IMPROVEMENT STANDARD DRAWINGS (STANDARI) DRA~/INGS NDT TD SCALE) TYPICAL STREET SECTIONS 100 100A 100B 101 102 103 104 105 106 107 108 109 110 111 112 113 114 Arterial Highway Arterial (Urban) Highway Arterial (Mountain) Highway Major Highway Secondary Highway Collector Street General Local Street Short Local Street Access Road, Restricted Local or Minor Interior Street Residential Frontage Road Secondary Frontage Road Major Frontage Road Industrial Collector Street Local Mountain Residential Street Typical Section - Landscape Median Roadway Design Requirements Pavement Design Requirements CURBS AND DRIVEWAYS 200 201 202 203 204 205 206 207 2O8 209A 209B 209C 210 211 Type A-6 Curb Type A-8 Curb Type "C" Curb Type D-1 Curb Type "D" Curb Type "E", "F", "G" Curbs for Parking Lots Curb and Gutter Joints Concrete Driveway Approach Driveway Locations at Intersections, Curb Returns Typical Section - Cross Gutter Cross Gutter Mid-Block Cross Gutter Curb Transition Asphalt Concrete Dikes INDEX IMPROVEMENT STANDARD DRAWINGS <STANDARD DRAWINGS N[]T TD SCALE) DRAINAGE 300 301 320 Asphalt Concrete Overside Drain Curb Outlet Under Sidewalk Drain SlDEWALKS/SIGNAGE 4OO 401 4O2 4O3 404 405 4O6 407 4O8 4O9 Sidewalk, Fire Hydrant, and Utility Pole Location Sidewalk and Curb Commercial Driveway Approach Access Ramps for all Intersections Equestrian Trail Easement Adjacent to Public Street Trench Repair Street Marker Post Installation Street Marker Location Street Marker Requirements Guide Marker SEWER 500 501 502 Manhole Frames and Covers Precast Rectangular Shallow Manhole Rectangular Manhole Frame and Cover INDEX IMPROVEMENT STANDARD DRAWINGS (~TANDARD DRA~/IN~S NF]T T~ ~CALE) GEOMETRICS 600 600A 601 602 603 604 604A 605 606 607 608 Cul-De-Sac Offset Cul-De-Sac Stanclard Knuckle Frontage Road Intersection Commercial Driveway or Private Road Connection Barricade Wooden Barricade Single Mailbox Installation Multiple Mailbox Installation for Existing Sidewalk Normal Location of Underground Utilities Location of Cable T.V. Ducts at Street Intersections MONUMENTATION 700 Tie-Out Standards 701 Well Monument Detail LIGHTING 800 801 Arterial Highway Lighting Street Light Service Pedestal and Pullbox FIRE 9OO 901 Fire Escape Route Fire Safety Zone REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER Z ~z~ Z C~O ~-- Z Z Z bJ X CITY OF TEMECULA ARTERIAL HIGHWAY STANDARD NO. 1OO REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C.E. N~, 37254 EXP, 6-30-98 CITY OF TEMECULA STANDARD NO. 10OA ARTERIAL (URBAN) HIGHWAY ,_L._,, ~o,,, - i~- .,,~,., ~ ~,,, - __~___,~ ~ ~,.,, ,.,_._)~ ~ ~,,, - -~ ~ ·L~-~ ..~~ , ~., , ._.. COM~INED THICKNESS OF 3ASE ~ND SURFACE TO DE DETERMINED BY SOIL TEST. MINIMUM PAVEMENT THICKNESS TD DE 3' ASPHALT CDNCRETE. 3' MAXIMUM PAVEMENT LIFT, SEE STD, ND, ~11 FDR A,C. DIKE DETAIL, ~CONCRETE CURB, GUTTER, AND SIDEWALK MAY BE REQUIRED AS DETERMINED BY THE DEPT. DF PUDLIC ~0RKS. REVISIONS DATE INIT. DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C.E. NO. 37;=54 EXP, 6-30-9;= CITY OF TEMECULA ARTERIAL (MOUNTAIN) HIGHWAY STANDARD NO. 100B X REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C,E. NO. 37254 EXP. 6-30-98 CITY OF TEMECULA MAJOR HIGHWAY STANDARD NO. 101 rm (x) t-- Z Z Z ~ ~z"-' x ~' Z DATE INIT, DATE DDUGLAS M. STEWART DEPUTY CITY ENGINEER R,C.E, NO. 37854 EXP. 6-30-98 CITY OF TEMECULA TYPICAL STREET SECTION SECONDARY HIGHWAY STANDARD N0.102 REVISIONS ]]ATE INIT. DATE APPROVED DOUGLAS M, STE~/ART DEPUTY CITY ENGINEER R.C.E. NO. 37854 EXP. 6-30-98 CITY OF TEMECULA TYPICAL STREET SECTION COLLECTOR STREET STANDARD N0.103 REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C.E. NG. 37254 EXP. 6-30-92 CITY OF TEMECULA TYPICAL STREET SECTION GENERAL LOCAL STREET STANDARD N0.104 REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STE¥/ART DEPUTY CITY ENGINEER R,C,E. NO. 37P54 EXP. 6-30-92 CITY OF TEMECULA TYPICAL STREET SECTION SHORT LOCAL STREET STANDARD NO. 105 REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STE~/ART DEPUTY CITY ENGINEER 8.£.F. ~n. %7_p.q_4 CITY OF TEMECULA ACCESS ROAD RESTRICTED LOCAL STREE1 or MINOR INTERIOR STREET STANDARD NO. 108 A~SS3~dX3 9VI~3/~V -- NI¥LN~E]N -- A~V~N033S 0o -~ ~0~ 9~309 9~009 £~OHS ~ H±DN39 o J310I~1S3~ REVISIONS DATE INIT. DATE APPROVED DOUOLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37254 EXP. 6-30-92 CITY OF TEMECULA ROADWAY DESIGN REQUIREMENTS STANDARD NO. 113 Z w W w w W W 9VI~.LSF1ENI 9VIM3AMV o~ (13~IAI([ 9VI~3±~V o~ ~ONIN ~D±339900 9VlINNCIS3~ ~ 0~S-3~-9N3 ~ W Z ~W ZW w w Z W W Z REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E, NO. 37E54 EXP, 6-30-98 CITY OF TEMECULA PAVEMENT DESIGN REQUIREMENTS STANDARD NO. 114 3/8" -- --'" '=----- 1 i/2' 2'-0" ~ +~I° RADIUS SU~?~tN~ · .~,~-****"'~ ' 3/8"-- '"'*'*"- .... 3/4' RADIU~ ~ .'.*.'.' ............. LEVEL LINE 2'-7 1/2' NOTES, CLASS 520-C-2500 CONCRETE 1,601 CU. FT, / L,F, CU. YD, = 16.86 L,F. MINIMUM PERMISSIBLE GRADE 0.50%, UNLESS SPECIFIC APPROVAL IS GIVEN BY THE DEPT, DF PUBLIC WORKS PRIOR TD DESIGN. FIEVISION8 DATE INIT. DATE AIM~ROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37254 EXP. 6-30-9~ CITY OF TEMECULA TYPE A-8 CURB STANDARD NO. 2OO 3/8' -- RAllieS ~'-0' LEVEL LINE NOTES, CLASS 520-C-2500 CONCRETE 1.73 CU. FT, / L,F, CU, YD, = 15,60 L.F, MINIMUM PERMISSIBLE GRADE 0.50%, UNLESS SPECIFIC APPROVAL IS GIVEN BY THE DEPT, OF PUBLIC WORKS PRIOR TO DESIGN. INIT. ])ATE DOUGLAS ~ STEVART DEPUTY CITY ENGINEER R.C.E. NO. 37E54 EXP. 6-30-9E CITY OF TEMECULA TYPE A-8 CURB NO. 201 1'-7 3/16' 6*' 1'-7 3/16' / RADIUS ~"/, / ,/ / TOP DF CURB ./ W 8' MIN, ,/ NOTES' CLASS 520-C-2500 CONCRETE 1,418 CU, FT, / L,F, CU, YD, = 19,05 L,F, MINIMUM PERMISSIBLE GRADE 0.$0%. UNLESS SPECIFIC APPRF]VAL IS GIVEN BY THE ]]EPT, OF PUBLIC Wr]RKS PRIDR TD DESIGN. REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C.E, NO. 37254 EXP, 6-30-92 CITY OF TEMECULA TYPE 'C' CURB STANDARD NO. 202 '~ '~ - 3/4' RADIUS 3/4' ~ . ;~~"' RA])IUS ...... · *"'*' ' 8' CUR~ FACE '. '. '. ', ...... ~ ~ o'rt, r~vlst s~.clll~) ............ ~ EPOXY ADHESIVE SURFACE NOTES' CLASS 520-C-2500 CONCRETE .391 CU. FT, / L,F, CU, YD, = 6)9,05 L,F, MINIMUM PERHISSIt~LE GRADE 0,50'/., UNLESS SPECIFIC APPROVAL IS GIVEN BY THE DEPT. OF PUBLIC ~WORKS PRIOR TO DESIGN, DATE INIT. AI~oVED DATE ~OUGLA$ M. ST~ARI DEPUTY CITY ENSINEER R.C.E. NO. 37254 EXP. 6-30-9~ CITY OF TEMECULA TYPE 'D-I' CURB STANDARD HO 203 RADIUS '.'."'"-'-'"""~ f 8 CUR]~ FACE ........... '~ / UNL£SS DTHCR~/ISE · '. '. ·. ·. '. ·. · .' 'iiiii~ SP£CIJrI£9 ............ ~,////// . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... y//////////////j J, 10' "I NOTES, CLASS 520-C-2500 CONCRETE 0.888 CU. FT. / L.F. CU.YD. = 30.41 L.F. MINIMUM PERMISSI]SLE GRADE 0.50%, UNLESS SPECIFIC APPROVAL IS GIVEN BY THE SEPT, DF PUBLIC W~RKS PRIOR TD DESIGN. REVISIONS DATE INIT. ]]ATE APPROVED -,~.kc~ ,,,.~,~,,~CL; .~ ,~' DEPUTY CITY ENGINEER R,C,E. NO. 37~54 EXP. 6-30-9~ CITY OF TEMECULA TYPE 'D' CURB STANDARD NO. 204 NOTE' IN SUPER ELEVATED SECTIONS, THE GUTTER SLOPE SHALL FOLLOW THE CROSS SLOPE OF THE STREET PAVEMENT. THE TOP DF THE FINISHED PAVEMENT SHALL CHANGE FROM 3/8' ABOVE GUTTER LIP TO 3/8' DELDW GUTTER LIP, 12' 1' R __i SLOPE 18' II2' R I I I TOP OF FINISHED PAVEMENT CL. 520-C-2500 P.C. CONCRETE TYPE 'E' P.C.C. CURB AND GUTTER NOTE' DOWELS MAY BE DELETED AND CURD UNREINFORCED WHEN EXTRUDED CONCRETE IS BONDED TO PAVEMENT SURFACE WITH APPROVED ADHESIVE, SUCH AS 'CURE BOND' MANUFACTURE)] BY EDDCD TECHNICAL PRODUCTS OR EQUIVILANT. 8 1/2' I/2' LONGITUDINAL BAR ~e I1 II 1/2' DOWEL SPACED MIN. LENGTH 8'. CL. 580-C-2500 P,C. CONCRETE TYPE °F' P.C.C. CURB TYPE °G' CONCRETE CURB CL. 520-C-8500 P.C. CONCRETE REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C.E. NO. 37254 EXP, 6-30-98 CITY OF TEMECULA TYPE 'E', 'F', 'G' CURBS FOR PARKING LOTS STANDARD NO. 208 EXPANSION JOINT TOP OF CURB FACE CURB W GUTTER ~/EAKENED PLANE JOINT ~/EAKENED PLANE JOINT TYPIOAL PLAN · '.'..'.'.'.'.'.'.'.'.'.'.'./.'.'.'.'.'.'. JOINT FILLER EXPANSION JOINT ..~ 1/4" RADIUS ~/EAKENED PLANE JOINT NOTES~ EXPANSION JOINTS TO BE INSTALLED AT 50' INTERVALS AND AT ALL CURB RETURNS, 10' INTERVAL BETWEEN TRANSVERSE JOINTS MAY BE VARIED TO ALLD~ MATCHING OF JOINTS IN ADJACENT EXISTING IMPROVEMENTS. REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEV/ART DEPUTY CITY ENGINEER R,C,E. NO, 37854 EXP. 6-30-98 CITY OF TEMECULA CURB AND GUTTER JOINTS STANDARD NO. 206 COMM£RCIAL ~0' MIN. 40' MAX. AT COMMERCIAL SIDEWALK { 'X' { f MIh}. 6' M[N, ..~ Z I --1 PROPERTY LINE R£S[~£NT[AL 1~ M . 30' MAX. CDMM[RCIAL 20' MIN. 40' mAX. V~-IEN NO SIDEWALK EXIST8 OR 18 REQUIRED SIDEWALK v -<, S' LIP Z I- NBTES: 1. ALL CONSTRUCTION SHALL BE 560C3850 CONCRETE, 80' OF FULL HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRnNTAGE. 3. WHERE ABOVE LIMITING SLOPES CAN NOT 3E MET BECAUSE OF HEIGHT OF CURB, DEPRESS SIDEWALK UNTIL SAID SLOPES ARE OBTAINED, LONGITUDINAL SLOPE OF WARPED AREA ADJACENT TO DRIVEWAY SHALL NOT VARY MORE THAN 6% FROM THE L~]NG- ITUDINAL GRADE LINE OF THE SIDEWALK, DATE INIT, DATE APPROVED DOUGLAS M. STEWART ]~EPUTY CITY ENGINEER E,.r.F, ~zn, %l~.%4 .r.T~, ~-%n-~ CITY OF TEMECULA CONCRETE DRIVEWAY APPROACH STANDARD NO. 207 PRrlPERTY LINE CURB FACE RESIDENTIAL ONLY NO PORTION OF ANY DRIVEWAY SHALL BE PERMITTED WITHIN 5' OF THE POINTS OF CURVATURE. COMMERCIAL/INDUSTRIAL NO PORTION OF ANY DRIVEWAY SHALL BE PERMITTED WITHIN 150' OF THE CENTERLINE OF INTERSECTING STREET OR AS APPROVED BY THE DEPT. OF PUBLIC WORKS, FIEVISION8 DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37854 EXP, 6-30-98 CITY OF TEMECULA DRIVEWAY LOCATIONS AT INTERSECTION CURB RETURNS STANDARD NO. 2O8 10' 1' ~ 5' ...... ~ 3/8 LL'V~L ~ .- ........... , .... :~/////~ ~///~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~~~:F~:~:~:~:~:~:~:~:~~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~ ~ ...............~.~ ~.~.~.~.~.~.~,~.~.~.~.~.~.~.~.~.~.~.~.~.¥~.~,~.~.~.~.~.~.~...,............... .....~ ......~:.~../ CROSS GUTTER MIN,] 17' 17' NOTES, BASE MATERIAL PER 'R' VALUE AN3 T.I. CLASS 560-C-3250 CONCRETE REVISION8 DAT£ INIT, DATE DOUGLAS M. ST£~WART DEPUTY CITY ENGINEER R.C,E, NO. 37254 EXP. 6-30-92 CITY OF TEMECULA TYPICAL SECTION CROSS GUTTER /---- CONTACT JOINTS PER BELC~ i/8' R R X 30' C.C. PLAN .~ 118' R .'.'.v.',v:.v.v.' .......'~.v.v.v.v..'.'~ · ...........'.'.".'.'.'.'4 ::::.:.:...... ........~ ........................, :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: t '~' ":":':':':':':':':'::':':':':':~ 1 518' CONTACT JOINT UNLESS OTHERWISE S'HO%/N ON PLANS KEYED JOINT NOTES, I /-TOP OF PAVIN5 '/'"//://, ........ I ....... ~ ~ ........... ~, .........,..:.~ ', , I J I ~ I ~l i ~ DASE MATERIAL PER · R' VALUE AND T,I, 8~:0190N A-A (PER STD. NO, 209A) 1, C~NCRETE SHALL BE 560-C-3250. ~ = WEAKENED PLANE JDINTS, 3 .... = TYPICAL FLOW LINES, 4, o = ELEVATIONS T~ BE SHOWN DN PLANS, 5. RETURN SEGHENTS TE BE 8' THICK MtN, 6, CURB BETWEEN P.C,R,'S SHALL BE CONSIDERED AS PART DF CROSS GUTTER, REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C,E. NO, 37254 EXP. 6-30-98 CITY OF TEMECULA CROSS GUTTER STANDARD NO. 2092 TRANSXTII:]N ~F~, I)£PR£SS J 10' UNLES~ rITt-~R~'I~E SHOWN ON PLANS TOP OF' PAVJJ',IG I (PER STD, NO. 209A) NOTES, 1, CROSS GUTTER TO BE CONSTRUCTED WHERE THE DRAINAGE IS CARRIED ACROSS STREET. 2, MINIMUM ALLOWABLE CROSS SLOPE IS 0,5%, 3, CONCRETE SHALL BE 560-C-3250. 4, CURB WITHIN CROSS GUTTER AREA T~ BE PART DF CROSS GUTTER. REVISIONS DATE INIT. mm APPROVED DOUGLAS M. STEVART DEPUTY CITY ENGINEER R,C.E. NO. 3725¢ EXP. 6-30-9~ CITY OF TEMECULA MID-BLOCK CROSS GUTTER STANDARD NO. 209C i 10' MIN. TRANSITION SECTION 't / ~ACK OF' CURB ' ~ FLAT SECTION TYPE C ~ROLL SECTION -" LINg CUR~ N .$~-~''~ TYPE 'A-6' .......... ~ ........ ~ ............ 'A-e' CUR~ ~ EXP~I~N JOINT PLAN TYPE 'A-6' DR TYPE "A-8' CURB--~ MAINTAIN GUTTER GRADE SCHEMATIC EXAMPLE NF1TE, CONCRETE SHALL BE 520-C--2500 REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37254 EXP. 6-30-92 CITY OF TEMECULA CURB TRANSITION STANDARD NO. 210 6° A.C. DIKE 0,33' O~ 0,33' ----" ~--- 27. 8' A.C. DIKE REVISION8 DATE INIT, DATE APPROVED DOUGLAS M. STEVART DEPUTY CITY ENGINEER R.C,E. NO. 37854 EXP, 6-30-98 CITY OF TEMECULA ASPHALT CONCRETE DIKES STANDARD NO. 211 SECTION A-A Ale LINE ~- --- TOP gF DIKE PLAN SECTION B-B NOTEl CROSS-SECTION DF SL..~PE DITCH MAY BE SE'HICIRCULA~ °V5 OR TRAP£Z[IIDAL. MIN. TOP VIDTH = ~5' MIN. DEPTH - 8' ./ NFITES~ SECTION C-C TD BE USED ON FILL SLOPES FLATTER THAN 4 , 1. USE MIN. 10' LENGTH BF GUTTER ON BOTH SIDES IN A SAG LOCATIFIN. USE PIPE Dr]WNDRAINS FOR SLOPES STEEPER THAN 4 , 1 SLOPES. ~ATE INIT, DATE APPROVED DQUGLAS M. STEWART DEPUTY CITY ENGINEER R,C,E, NO. 37B54 EXP. 6-30-92 CITY OF TEMECULA ASPHALT CONCRETE OVERSIDE DRAIN STANDARD NO. 300 ANCHOR DETAIL DOWEL DETAIL R\;/ OR EDGE OF ;/ALK--~ n- L-~ r ....... 1 SECTIDN X-X NO. 3 I I REI~AR DO;/EL TD BE USED ;/HEN TOP IS POURED. / SEPARAT~ ONE AT EACH CORNER ,/ \ /.¥ -/-"~ LINE ~ \,~/ 'cuR TRANS. / ~TATION ~ ANCHOR ' L~E TRANSITION SEE NOTE B (SHEET 2) L I I I ,, \ / CURD LENGTH OF CURI~ TRANSITION TO DE SPECIFIED ON PLAN I t J INLET PIPE MAY JOIN STRUCTURE AT ANY ANGLE DIRECTION. SHALL )~E INDICATED DN PLAN. LAID RADIALLY T(~ V~ CONC,~ bRANS. SECTION Y-Y INIT, DATE APPRO~ DOUGLAS M. SIE;/ART DEPUTY CITY ENGINEER R.C.E. NO. 37~54 EXP. 6-30-9~ CITY OF TEMECULA CURB OUTLET STANDARD NO. 301 (Sht. 1 of 2) NOTES: CONCRETE SHALL BE CLASS 5P0-C-2500 WHEN STRUCTURE IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS C~NTIGUOUS TR SUCH SIDEWALK. THE TOP F]F THE STRUCTURE SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING THE SAME CLASS OF CONCRETE AS IN THE SIDEWALK. DIMENSIONS SHALL BE AS F,nLLOWS UNLESS ~THERWISE SPECIFIED ON THE PLAN, A-B = 5' Ci-D1 = 3' E-F = 5' ~' =3' FLOOR DF STRUCTURE SHALL BE GIVEN A STEEL-TROWELED FINISH AND C[]NSTRUCTED ON A STRAIGHT GRADE FROM BACK OF STRUCTURE TO GUTTER FLOW-LINE AT POINT A. THE ¥-SECTISN SPECIFIED FOR INVERT SHALL EXTEND FROM PIPE ~,UTLET TO a POINT 3' FROM THE GUTTER, FROM WHICH POINT THE INVERT SHALL BE WARPED TO JOIN THE GUTTER FLOW- LINE AT THE STRUCTURE, REINFORCING STEEL BARS SHALL BE I' FROM BOTTOM OF THE SLAB. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO EXISTING OR PROPOSED CURB AND WALK ADJACENT T~ THE STRUCTURE, CORRUGATED METAL FORMS SHALL NOT BE USED FOR SUPPORTING THE TOP SLAB, TOP OF STRUCTURE SHALL SLOPE 2X TOWARD CURB EXCEPT WHEN OTHERWISE SHOWN ON PLAN OR TO FIT EXISTING SIDEWALK, TRANSITION FROM PIPE TD STRUCTURE, IF REQUIRED, TO BE IN BACK OF SIDEWALK. DIMENSIONS OF TRANSITION SHALL BE SPECIFIED 3N THE PLAN, REVISIONS DATE INIT, DATE DOUGLAS M, STEWART ]DEPUTY CITY ENGINEER R,C.E, NO. 3725~. EXP, 6-30-9E CITY OF TEMECULA CURB OUTLET STANDARD NO. 301 (Sht. 2 of 2) DRAIN OUTLET UNDER SIDEWALK DRAIN TB DE CONSTRUCTED AT 90°~[, VARIA:iONS FROM.90' REQUIRE APPROVAL DF THE DEPT. OF PUBLIC WORKS, NOTES, BEND END ar PLATE TO MATCH CURB FACE--\ CHECKERED ~ ~I .... ix MIN. , \ .... '"."1 SLDPE TB DRAIN TO ONE SIDE, ALL EXPOSED METAL PARTS TD BE GALVANIZED AFTER FABRICATION, 1 1/2' X 1 1/8' X 1/4' 'L' FRAME WITH 3/8' X 1/4' STEEL STRIP WELDED TD FRAME, CHECKERED PLATE SHALL DE GALVANIZED STEEL, MAXIMUM LENGTH 36', FASTEN WITH 1/4' COARSE-THREAD COUNTERSINK METAL SCREW AT 12' D.C. SECTION A-A OR APPROVED EQUAL, REVISIONS APPROVED DATE INIT, DATE DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37a54 E;<F' 6-30-9a CiTY OF TEMECULA UNDER SIDEWALK DRAIN (CAST IN PLACE) STANDARD NO. 302 [~ PROPERTY LINE ~ ~ WEAKENED PLANE JOINT AT .APPROXIMATELY 5' INTERVALS ".:~ I i SII)EWALK CURD --' ~:' FACE SIDEWALK ON INSIDE OF KNUCKLE UTILITY POLE OTHER THAN TRANSMISSION LINE ~ POLE SHALL lIE PLACED DEHIND SIDEWALK. , =--I6 MIN. --"- ,~'---VARIABLE SIDEWALK ~-- ~-: k No, CUR~ ~ ~ ' FACE FIRE HYDRANT SHALL BE 1' FROM SLOEWALK AND I' FROM CURB RETURN LINF.. OR AS DIRECTED BY WATER DEPT. lO' 80' lO' MIN. MIN. MIN, PLACED 1'-6' ItEHIND FACE OF CURD, SIDEWALK SHALL DE WLOENED TO MIN. 6' CLEARANCE FOR MIN. LENGTH OF ~o'. MIN. TRANSITION LENGTH SHALL ~E lO'. NDTES~ VARIABLE DISTANCES TO BE SHOWN ON AP- PLICABLE TYPICAL ROAD SECTION STD,'S CONSTRUCTION TD BE OF CLASS 520-C-2500 CONCRETE, 4' MIN, TH, FOR RESIDENTIAL AND COMMERCIAL. 6' MIN, TH. FOR COMMERCIAL SIDEWALK WHEN SUB- JECT TO TRUCK LOADING, ~.//-- PROPERTY LINE UTll_I'r~f POLE INCLUDING TRANSMISSION LINE POLE ~ "*"FP WEAKENED PLANE SH,N.L BE PLACED 1'6' JOINT AT APPROX. ~EHIND FnCE OF CURB, ....: 5' INTERVALS. FULL PARKWAY SIB[WALK SHALL I CONSTRUCTED WI~ COMMERCIAL ~ t"-IISIDEWALK '/ ~TRUCTURES ARE BUILT AT THE e ; WIDTH i8' MAX.// PROPERTY LINE DR WHEN AN .... ..,~-----1 TICIPATEB PEDESTRIAN TRAFFIC V.'~.V.v.v.'.v.v. · DETERMINED ItY THE DEPT. OF '.- v.'.v:.v.'.v.v.v.'...~ PUDLIC WORKS:. :,:'.~.'~ =================================== . :':':':':........ v.v.v.v... · I ..:... v.:.:.:.:.:.:.:.:.:.:.' · 1/2' EXPANSION MATERIAL SI~EW,^LK::: FACE COMMERCIAL SIDEWALK REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37854 EXP. 6-30-92 CITY OF TEMECULA SIDEWALK. FIRE HYDRANT, AND UTILITY POLE LOCATION STANDARD NO. 400 NOTES~ 1. ALL CONSTRUCTION SHALL DE 520-C-2500 CONCRETE. SEE WATER DISTRICT STANDARD FI]R FIRE HYDRANT LOCATION. AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN SOILS REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITION, USE EXTENSION OF ROADWAY BASE IF RESULTING THICK- NESS IS 4' OR GREATER, 8' MIN. FOR COMMERCIAL SIDEWALK ~/HEN SUBJECT TO TRUCK LEADING. VARIES 6' MIN. n ¢" MIN. ! & 6,4. Pme ~. ~/ ,~ ;:' :~ .........., , , , SEE NOTE ~ Lmm ~" MIN. SIDEWALK R/W ,SIDEWALK WIDTH 12' MAX. --m 4' MIN. ! ! I ,: ] ~4' Per ~t. h7~,~.rF.r;.~...;:.:.~..:~..`..!~.(~.~:?~.~.:.~.;i.~:.~.~.:~..~::~..`~`-- SEE NOTE 3 L_m~ ~ MIN. COMMERCIAL ~IDEWALK REVISION8 DATE INIT. DATE DOUGLAS M. STE;/ART DEPUTY CITY ENGINEER R.C,E. NO. 37254 EXP. 6-30-9~ CITY OF TEMECULA :SIDEWALK AND CURB STANDARD NO. 401 PLAN VIEW N.T.S, I R=16' ---- 6'------/-BATTER 1 IN 4 II / /-NoR.~L c.r. J 1/4' P~R FT. // r ..... -' _x 8' v.v.v.'.v.v.v.v.v.v.v.v.v.v.v.v... ..........-~--~,~. GUTTER mv.v.v,v.v,v.v.'.v,v,v,v.v.v.v.v.v.v.v.v.v.v. .......,s:.. ~...,....-..., SLrlPE I 4, , ================================================= .... R:,xs-"--~' [8, 1 IN 4 SEGTION A-A N,T.S, SECTION B-B N,T,S, NOTES~ 1, APPROACHES EXCEEDING 20' IN WIDTH SHALL BE SCORED 1 1/2' DEEP AT CENTER DF APPROACH, CONCRETE SHALL BE CLASS 520-C-2500, 3. WHEELCHAIR RAHP AS REQUIRED BY CITY ENGINEER, REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C,E. NO. 37254 EXP, 6-30-98 CITY OF TEMECULA COMMERCIAL DRIVEWAY APPROACH STANDARD NO. 402 7' PROPERTY LINE R = 25' ~R 35' I // ,,+¥.-','~' \ ~EXPANSION JflINT \ \ \ MIN.' 10' MIN, EXPANSION JOINT (SEE STD NO. 806) CROSS~/ALK ~' THE RAMP SHALL HAVE A 18' ~/IDE BORDER WITH 1/4' GROOVES APPROXIMATELY 3/4' n.c. THE SURFACE DF RAMP SHALL BE GROOVED IN A HERRINGBONE PAT- TERN ~/ITH 1/4' GROOVES APPROXIMATELY 1 1/8' O.C. GROOVES SHOULD BE ALIGNED PARALLEL TO CROSS~/ALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSS~/ALK. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXI- MUM OF UP TO 18.5% AT CURB TD CONFORM ~/ITH LONGITUDINAL SIDE~/ALK SLOPE ADJACENT TO TOP OF RAMP. 'X' DIMENSION = 5' FOR 8' CURB FACEj 4' FOR 6' CURB FACE. 8' MIN. .,. 4' MIN. 3/8· CURB LIP MAX.--,x i~,, MAX ~ I/TOP OF IAMP ROUNDED xx r----' ...... '~..-....-.,.-.-..'.,~.:..'.'"¥'"';'"""Y'"l"'"¥"~"'""i" .~'/'/~~,~ ~'"".'"':' - :.,.... .........~. l. ........."':'"":"~:'":'Y"¥ .....~'_, I'"'l ..........'."-"."]'~'.".'.',:'"'," "~',' '";:"'"' ......'l"" I II II I ' ,', '. , ,, , I '" ' ~--COLD JOINT ~ SEE NOTE NOTE: SECTION A-A AGGREGATE BASE DR APPROVED SELECT MATERIAL IS REQUIRED ~/HEN SOILS REPORT INDICATES EXPANSIVE SOIL CONDITION. ~/EAKENED PLANE JOINTS AT 1/4 A ~/HEN R=35', AND INSIDE EDGE OF GROOVED BORDER ~/HEN R=85'. REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C.E. NO. 37854 EXP, 6-30-92 CITY OF TEMECULA ACCESS RAMP FOR ALL INTERSECTIONS STANDARD NO. 403 TRAIL EASEMENT lo' MIN. R/W I I I i I PARKWAY 10' MIN, VARIABLE SI))E\VALK REVISIONS DATE INIT. DATE APPROVED DOUGLAS H. STEWART DEPUTY CITY ENGINEER R,C.E. NO. 37854 EXP, 6-30-98 CITY OF TEMECULA EQUESTRIAN TRAIL EASEMENT ADJACENT TO PUBLIC STREET STANDARD NO. 404 TYPE C2-AR-4000 A,C, FINISH SURFACE TO BE I I PLACED NO SOONER THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING. TYPE B-AR-4000 A,C. BASE COURSE TO BE F-PLACED ~/ITHIN 72 Hr]URS AFTER ¢DNSDLIDATIe, N OF BACKFILL. r- T+I' ,30' MIN, =========================================== (~EE NOT~ I) BEDDING ANI~ SHADING ~ PER UTILITY INVOLVED. NONE REQUIRED USE CLASS 8 AGG, BASE. NOTES, ALL TRENCHES 100' IN LENGTH OR LFINGER SHALL BE BACKFILLED AND C~qNS~LIDATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FGR PUBLIC WORKS CONSTRUCTION. SPREADER BOXES MAY BE EMPLOYED FOR TRENCH PAVING JOBS LESS THAN 500 LINEAR FEET, 3. ALL JOINTS SHALL BE VERTICAL BUTT JOINTS; LAP OR FEATHERED ARE NF1T ACCEPTABLE. 4. UNLESS OTHERWISE INSTRUCTED BY CITY ENGINEER, TRENCH PATCH SHALL BE STRAIGHT GRADE ACROSS WIDTH, AND SHALL NOT BE CROWNED AT CENTER. 5, PRIOR TO PLACEMENT OF A,C,, PAVEMENT EDGE SHALL BE CUT TO A CLEAN VERTICAL AND STRAIGHT EDGE. THE ENTIRE TRAVELED LANE. 12' MIN.. SHALL BE OVERLAVED WITH .10 HIM. C~-AR-4000 A.C. USING A SELF PROPELLED PAVING MACHINE. BARBER GREEN, BLOW KNOX, DR EQUAL F~R ALL TRENCHES 500' IN LENGTH OR LONGER. REVISIONS DATE INIT. DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C.E. NO, 37854 EXP, 6-30-98 CITY OF TEMECULA TRENCH REPAIR STANDARD NO. 405 8' SQ. STEEL POST, HOT DIPPED GALVANIZED, 1.85 OZ. COATING (ASTM SPEC. A585). POST SHALL BE PUNCHED ~/!TH 3/8' DIA. HOLES TD ALLD~ MOUNTING OF ALL CALIFORNIA STANDARD SIGNS. DRIVE RIVETS OR BOLT SLEEVE. I I 8 1%~' SO. STEEL ANCHOR SLEEVE NOTES~ 1. SEE STANDARD NO, 407 FOR MARKER LOCATIONS, 2, POST SHALL BE 8' SO, STEEL AS SHOWN AND STATED. 3, ANCHOR SLEEVE SHALL BE 8 1/2' SQ. STEEL HOT DIPPED GALVANIZE]] AFTER FABRICATION (ASTM SPEC, A-183). 4, SIGNS SHALL BE INSTALLED IN ACCORDANCE ~/ITH CITY STANDARD. NO, 408, REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEVART DEPUTY CITY ENGINEER R.C.E, NO. 37854 EXP. 6-30-98 CITY OF TEMECULA STREET MARKER POST INSTALLATION STANDARD NO. 406 R/W T ~'""~ CUR~ AND GUTTER STREET MARKER W/ STOP SIGN \ / PLAN yEDGE BF PAVEMENT EDGE OF SHOULDER SIDE~/ALK · PLAN L INTERSECTION NOTES, X INTERSECTION · DENOTES STREET MARKER ELEVATION SEE NOTE 4-,~ T INTERSECTION 1. MARKER TD BE SET F1N CITY RIGHT OF WAY. 2. LOCATION OF MARKER SHOWN IS APPROXIMATE. 3, MARKERS TO BE VISIBLE FOR ]DISTANCE DF 150' FEET. 4. IF EITHER ROAD IS DIVIDED INTO 4 LANES OR MORE, ADDITIONAL MARKERS WILL BE REQUIRED 5. STREET MARKERS LOCATED AT MAJOR ROADS WILL BE MOUNTED ON 18' POSTS TC ACCOHDDATE A STOP SIGN, REVISIONS APPROVED DATE INIT. DATE DOUGLAS M, STEWART DEPUTY CITY ENGINEER CITY OF TEMECULA STREET MARKER LOCATION B II II I ASSEMBLY 9/16' DIA. HOLE 24', 30% OR 36' / V .V/_ SHEETING BACKGROUND /, 5/8' X 15' CADMIUM PLATED CARRIAGE BOLT. ORNAMENTAL TOP SHALL BE 14 GAGE ANODIZED ALUMINUM. CENTER CROSS SADDLE SHALL BE ONE PIECE CAST ANODIZED ALUMINUM. ONE PIECE 2' CAST ANODIZED ALUMINUM POST CAP WITH FOUR 3/8' STAINLESS STEEL ALLEN HEAD SET SCREWS. 2' SQ, STEEL POST 8' - 18' LONG INSTALLED WITH A DRIVEN 2 I/2' SQ. STEEL BREAKAWAY BASE 3' LONG AS PER CITY INSTALLATION STD. NO, 406, DESIGN, EACH FOUR-WAY UNIT SHALL CONSIST OF TWO DOUBLE FACE SIGNS ~VlTH STREET NAMES MOUNTED AT RIGHT ANGLES WITH CENTER ROD ASSEMBLY, BRACKET ASSEMBLY, THE POST CAP, ORNAMENT, AND CENTER ROD ASSEMBLY, SHALL BE MADE TD MOUNT ON 2' SQ. GALVANIZED POST, THE CENTER ROD SHALL BE A 5/8' CADMIUM PLATED CARRIAGE BOLT. HEAD OF BOLT SHALL FORM TOP OF ORNAMENT, BOLT SHALL EXTEND THROUGH SIGNS AND FASTEN WITH NUT INSIDE OF POST CAP, POST CAP SHALL BE DEEPLY GROOVED TO SECURELY HOLD SIGN FROM TWISTING AND SHALL BE SECURED TO THE PIPE WITH THREE 3/8' STAINLESS STEEL ALLEN HEAD SET SCREWS, MATERIAL, SIGN SHALL BE GREEN ANODIZED ALUMINUM EXTRUSION OF 6063T.4 ALLOY MATERIAL. ALL ANDDIZING SHALL CONFORM WITH ALUMILITE SPECIFICATION NO. FINISH, SIGN FACES SHALL BE FHVA TYPE II REFLECTIVE SHEETING. THE TRANSPARENT SCREEN PROCESS COLOR SHALL BE AS RECOMMENDED BY THE REFLECTIVE SHEETING MANUFACTURER. APPLICATION OF THE REFLECTIVE SHEETING TO THE SIGN SHALL BE 9Y METHODS AS APPROVED BY THE REFLECTIVE SHEETING MANUFACTURER. LETTERING, STREET NAMES SHALL BE 4' HIGH, EACH NAME SHALL BE INDIVIDUALLY LAID OUT TO FIT EITHER THE 24' OR 30' SPACE. THE LETTERS SHALL BE OF THE ROUNDED TYPE STYLE CONFORMING WITH THE STANDARD ALPHABET FOR HIGHWAY SIGNS DESIGNED BY THE U.S. PUBLIC ROADS ADMINISTRATION. LETTERS SHALL BE FHWA TYPE II REFLECTIVE SHEETING. REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37254 EXP. 6-30-98 CITY OF TEMECULA STREET MARKER REQUIREMENTS :STANDARD NO 408 em 4' AM~ER REFLECTORS TARGET PLATE GALVANIZED METAL '-CHANNEL POST NOTE, TYPE L OR EQUIVALENT REVISION8 DATE INIT. DATE DOUGLAS M. STE;~ART DEPUTY CITY ENOINEER R.C.E. NO, 37254 EXP, 6-30-92 CITY OF TEMECULA GUIDE MARKER 8TANDARD NO. 409 /-ONE OF TVO 2'xl' DIAMnNI~ MAT, /LOCKING LUGS 1/8' DEEP~ PLAN TOP OF COVER I' l?lG' _ /~, PLAN PORTION OF FRAME 3/4'- · _~ ~ , 1 1/4' PLAN TOP OF COVER PLAN ~ EOTTOM OF COVER SMFIOTH >-MACHINE RIBS PLAN PORTION OF FRAME DETAIL · 23 3/4' D!A. (FRAME) 23 5/8' ~,I), (COVER) ~2 MIN, ~IA. ~L~R OPENINQ SECTION ~ovm8 PARKWAY TOTAL ~EIGHT- APPROX, 130 LBS. 26 1/2' DIA. -1 23 3/4' DIA. 3/4' DIA. SECTION FRAME r SEE ~/4~ 24' DI~. F1/4' ,...Ji~ 23 1/2o I)IA. SECTION corP J4 ROADWAY TOTAL WEIGHT- APPROX. 380 LBS. 1/2' REVISIONS DATE INIT. DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C,E, NO, 37254 EXP, 6-30-92 CITY OF TEMECULA MANHOLE FRAMES AND COVERS STANDARD NO. 500 I B-.--- AL I FRAME AND COVER PER STD 508-~ -4 1/2' SEE ADJUSTING SCREW DETAIL ~ GALV. STEE~ -- N.H. sTEPS "%' ~j ~ " ,, ...... q ',.,..%; .~. - ~ '..'..; - . '.' -,....'.. , .. t-GROUT SECTION A-A · ----3/4' GALV, ~ STEEL ROD PRECAST OR GROUT STEPS INTO PLACE AT 16' 0.C. AS SHOWN IN SECTIONAL ELEVATION, DROP STEP DETAIL CONCRETE MORTAR 3/8' THICK MAX. OR APPROVED JOINT SEALING COMPOUND 1/4'_~; 11/~ 4,' JOINT DETAIL REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37254 EXP. 6-30-98 - ~- 3/4'x8' BOLT C~_~K/-' FLAT WASHER ADJUSTING SCREW DETAIL "' , ":.::-;' ~' DETAIL ~ :q}. ~ ."~ -- ~: 1/~' -'; -6' POURE3 ZN SECTION B-B TYPE B BASE AND CHANNELS POURED MONOLITHICAL CASE B CASE C CASE A CASE D ALTERNATE IM. AOEM~NT O~ CNANNELS NOTES, CONCRETE FOR ALL PRECAST UNITS SHALL BE THOROUGHLY VIBRATED IN FORMS, IT SHALL BE CURED ACCORDING TD APPROVED PRACTICE EITHER BY STEAM, SPRINKLING, MEMBRANE SOLUTION, OR A COMBINATION OF THESE, IT SHALL DEVELOP ~000 PSI OR GREATER IN ~ DAYS. 8. ALL FIELD POURED CONCRETE TO BE CLASS 560-C-3250 AND ALLOWED TD SET 84 HOURS BEFORE PLACING PRECAST UNITS, 3. ALL PRECAST UNITS SHALL BE REINFORCED FOR H-S0 BRIDGE LOADING, 4. TO BE USED FOR DEPTHS LESS THAN 5' FROM MANHOLE TOP TO SEWER PIPE SHELF, CITY OF TEMECULA PRECAST RECTANGULAR SHALLOW MANHOLE STANDARD NO. 501 , ~STANDARI) I' A 3/4'--~ SECTION D-D MANHOLE COVER SECTION COMERS REQUIRED PER FRAME) 50 !,'16~ 21' iVtANHOLE FRAME APPROVED REVISIONS SECTION DATE INIT, DATE L i DOUGLAS M, STEb/ART $, DEPUTY CITY ENGINEER -T ,1 CITY OF TEMECULA RECTANGULAR MANHOLE FRAME AND COVE~ PROPERTY CURVE 1 CURB FACE I ,. I CURB FACE "C .... B" "S .... C" ~ PROPERTY "A .... A" ' ' LINE R/WI A I B I C I 50' 25 16 g 56' 28 18 10 60' 30 18 12 60' 30 20 ,10 66' 35 22 11 78' 39 28 11 88' 44 32 12 103.27 CURVE: 1 CURB /~' R L 89.55 16'18'41" 110 31.31 90,00 16'15'3'/" 112 31,79 86.63 15'00'38' 110 28.82 83,74. 13'38'40' 111 26.4.4 95.39 17'12'31' 111 33.33 19'15'2_1' 112 37.64 PROPERIY RIL 1GO 30.72 100 28,4.7 100 28.38 1GO 26,20 1GO 23.82 1GO 30.03 1GO 33,61 CURVF... 2 PROPERTY CURB J R /'~ IR t L L 215'12'02' ,38 14.2.73 47 176.53 212'3'/'22' 38 141.0~ 4.8 178.12 212'31'13' 38 14.0.95 50 185.46 210'01'17' 38 139.29 4-8 175.95 207'17'21' 38 137.4.8 4.8 177.28 214'25'02' 50 187.11 61 226.27 216'30'4.2' 58 221.20 70 266.96 REVISION8 DATE INIT. DATE APPROVED DOUGLAS M, STE~/ART DEPUTY CITY ENGINEER R.C.E, NO. 37254 EXP, 6-30-92 CITY OF TEMECULA CUL-DE-SAC STANDARD NO. ~00 PROPERTY ,/ CURVE CURVE 1 CURB FACE 3 CURVE 1 JCURB R/wI A J ~ C I D ,A, R L 50' 85 16 9 116.19 29'39'30' 109 56.42 60' 30 18 ~ 113.58 ~'/'E8'54' ~ 53.7~ 60' 30 EO 10 108,90 ~5'3~'4~' ~10 49.01 66' 33 8~ ~1 ~04,94 ~3'~0'~9~ Ill 45.E1 78' 39 88 11 18~.38 88'~7'56' ~11 55.79 R I L '~' IRI L R L 100 51.76 809'39'30' 38 139,05 47 ~71,98 100 48,165 .~07'35'47.8' 38 137,68 48 I73.916 100 47.96 20/'88'54' 38 137.61 50 j ~81,06 100 44.56 '805'3!'48' 38 136.31 48 , 172.18 I00 40.73 203'80'I~' 38 134.86 49 173.90 100 50,86 208'47'56' 50 18~,21 61 ~2~.30 100 55.60 811'51'88' 58 814.46 70 858,83 CURVE 3 E I /\ I R I L 33,10 29'39'30s 167.93 86.93 31.436 ~7'35'47,8s 175.795 84.672 31.79 27'88'54' 177.24 85,01 29,45 25'31'48' 184.3~ 8~,14 27,47 83'80':I. 9' 195.54 79,65 35,69 28'47'56' 177,87 89,41 41.10 31'51'88~ 178,59 95,97 NOTE, OFFSET MAY BE LOCATE]] EITHER LEFT FJR RIGHT REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E, NO. 37854 EXP. 6-30-98 CITY OF TEMECULA OFFSET GUL-DE-$AC, STANDARD NO. 600(A) I / PROPERTY /' !,,.~R~' 25' REGARDLESS DF R/W WIDTH ~__~__ t____ Z~:Z~I(¥ARIABLE)+2Z]%2 Y=E+T R3:2A+10 D+Tl:50,00 I RnADWAY I I R./WIMPRnYEMENT A B C DIE R1 R2 R3 ~2 R4 T! R5 WIDTH 50' 32 25 16 9 40.91 69,09 34 ~1 60 10'23'20' 100 9,09 109 56' 36 28 18 10 40.99 70,00 35 56 66 10'17'48' I00 9.01 110 60' 36 30 18 12 41,04 70,60 37 58 70 10'14'12' I00 8,96 112 60' 40 30 20 10 41,04 70.60 35 60 70 10'I4'~2' 100 8.96 110 66' 44 33 22 11 41,1P 71,49 '36 65 76 10'08'58' 100 8,68 Ill 78' 56 39 28 I1 41,26 73,23 36 77 88 9'58'58' 100 8.73 1!1 { 88' 64 44 32 12 41,38 74.65 37 86 98 9'51'06' 100 8.62 11P T2 9,91 9,9i 10.03 9,85 9.86 9,69 9.65 REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E, NO. 37254 EXP, 6-30-92 CITY OF TEMECULA STANDARD KNUCKLE STANDARD NO. 601 375' MINIMUM · ' ' STREET ¢z-f > REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37854 EXP. 6-30-98 CITY OF TEMECULA FRONTAGE ROAD INTERSECTION STANDARD NO. 602 TO BE USED ON HIGH SPEED HIGHWAYS REVISIONS DATE INIT. DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R,C.E, NO. 37854 EXP. 6-30-98 CITY OF TEMECULA COMMERCIAL DRIVEWAY OR PRIVATE ROAD CONNECTION STANDARD NO. 603 8'x8' ROUGH x 4'-10' D F POST (CREOSOTE TREATED~ NOTES~ 1, GUARD RAIL ELEMENT MAY BE EITHER STEEL OR ALUMINUM, 2. STEEL RAIL SHALL BE GALVANIZED PER ASTM DESIGNATION A-183, 3. STEEL RAIL THICKNESS SHALL BE MIN, 18 GAGE, 4, ALUMINUM RAIL THICKNESS SHALL BE MIN. 0,105 IN, 5, ADDITIONAL ADVANCE WARNING MAY BE REQUIRED BY CITY ENGINEER. 12 1/2' L_ LAP TYPICAL POST SPACING 18'-6' C TO C ~ .12 1/2' 29/38"xl 1/8" ~ SLOTS 3/4'x2 1/8" SLOT~ ~_ POST BOLT SLOT 5/8"x1/4" BUTTON HEAD OVAL SHOULDER BOLTS WITH 1 1/4" RECESSED HEX. NUTS-TOTAL, 8 PER SPLICE AND 4 PER TERMINAL SECTION, ~ SLOTTED '-' --- HOLES , Jr TERMINAL SECTION RAL SPUCE METAL BEAM GUARDRAIL-~ MIm,~ LJ GUTTER REVISIONS DATE ~ DATE $TD W31R GALV. METAL CHANNEL U-POST (GALV, lO GA.) ,?~TYPE N-5 STANDARD 9-UNIT REFLECTOR ELEVATION I VARIABLE APPROV~:D DOUGLAS M. STEWART DEPUTY CITY ~{.R~; R.C,E, NO. 37854 EXP. 6-30-9e yEND DF RIGHT-OF-WAY OR BEGINNING DF BUFFER STRIP PAVING- -~ CURB GUTTER CITY OF TEMECULA BARRICADE STANDARD NO. 804 NnTES, 1. DELINEATERS TO t~E SINGLE UNIT 3' DIA. - RED STIHSaNITE IN ALUHINUH HAUNTS, aR 5' SQUARE REI) SCOTCHLITE ON ALUHINUH SHEET) OR W61R PLATES) AS DIRECTED BY THE ENGINEER. 2. AT VERY HAZARDOUS LOCATIONS A CODE W-21-R-g-LIGHT CLUSTER SHALL )~E FURNISHED AND MOUNTED ON CENTERLINE PaST ABOVE THE RAIL MEHBER. 3. RAIL TIMDER TO BE NO. 1 D.F. S4S AND TB RECIEVE T~/O (2) COATS OUTSIDE ~VHITE PAINT- POSTS REDWOOD S4S. 4, SET POST 2' MIN. IN GROUND. 2-3/e xlo ~OLTS PER ~ %'~,,~ J 6'xG'xS' REDWOOD POST S42 ST. ~IDTH POSTS DELINEATORS 36' 5 7 40' 5 8 44' 5 9 64' 7 I4 7~' 9 16 REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C,E, NO, 37254 EXP, 6-30-98 CITY OF TEMECULA TYPICAL BARRICADE 8TANDAFID NO. ~04A 2' n.D. IRON PIPE 4' DIA, OPENING ~ ' I/ I F-SEE PIN ~ DETAIL FLANGE CONNECTION -FILL OPENING AROUND PIPE WITH CEMENT GROUT NOTE, END OPENING MAINLBOX IS PERMITTED IF FACE OF MAILBOX DOES NOT EXTEND PAST BACK DF CURB LINE FRONT OPENING INSTALLATION PIN DETAIL VAR. 2 2' F],D, IRON PIPE MAX, PIPE TOP OPENING INSTALLATION ~ FLANGE CONNECTION -FILL OPENING AROUND PIPE WITH CEMENT GROUT F4' SIDEWALK ::...'. ':-::'.:,:.,:.. A.C. DIKE INSTALLATION REVISIONS DATE INIT, DATE APPROVED DDUGLA2 M. STEWART DEPUTY CITY ENGINEER R.C.E, NO. 37254 EXP. 6-30-98 CITY OF TEMECULA SINGLE MAILBOX INSTALL^TION STANDARD NO, 605 MULTIPLE MAIL]BOX TD BE FURNISHED ]BY U.S. POSTAL EXISTING SIDEWALK 4' MIN. SERVICE /~--ANCHOR ]BOLTS / / ~FOUNDATIDN :- ', '2,:": '; :.',?'.; :,C ':':: '/...: m k'.'. '. ',','. '. C', ,:. '. ,'..,'..' ' < ". II {I ~ i;' , :". '. ':,'°: ' ' ': :' 'o '.; :: '.' ~ '. ". ;': > '. IO OI J'?', '" '. :" '". '.: ....: '., · t_ ,.J I ."/ -~,':",' :' '"'-':'' ." ' 'L , ' ' '. ',' ', · -". ;' · ~.' 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'," ~ ". :,' . ;'", &'~.' .'L ', -..-4'. ;.~/ '""..'- ' '".' ~.; ' '.,:l:" '." ~ '~"~ "-EXPANSION' JOI T ER STD NO. 206 REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37254 EXP. 6-30-98 NOTE' MAILBOX LOCATION, FOUNDATION, ANCHOR BOLTS, AND BOLT HOLES, SHALL CONFORM TO SPECIFICATIONS FURNISHED BY THE POSTMASTER, MAILBOX FOUNDATION AND SLAB TO BE A MONOLITHIC POUR, CITY OF TEMECULA MULTIPLE MAILBOX INSTALLATION FOR EXISTING~ SIDEWALK ~ ~3TANDARD NO. 008 ~ SOUTH SIDE DR WEST SIDE NORTH SIDE OR EAST SIDE FIRE 12' <TYP.) 7' ~- MIN, /VALVE DOX MIN., 6' 12' (TYP,> MIN, HYD. ~ ! NORMAL MIN, 8,5' NORMAL , , / MIN. NORMAL l DRAIN~ ~" 6'.i 6. MAIN / ~ L JOINT UTILITI~ ~CURg SIDEWALK SIDE~ALK~ ~ STREET LIOHT ~ITH DRg. 546 SEC. NOTE, SEE STANDARD NO. 800 OR 801 FOR RESIDENTIAL LIGHTING DETAILS. NOTES, 1. LOCATION AND DEPTH OF EXISTING AND PRDPDSED UTILITIES MUST BE PROVIDED BY THE SUBDIVIDER AND SHD~/N DN ANY PLANS SUBMITTED TD THE DEPT. OF PUBLIC WORKS FOR APPROVAL. CHANGES MAY DE PERMITTED BY THE DEPT. DF PUBLIC WORKS IN CASES DF CONFLICTING FACILITIES. 3. CONFLICTS )~ET~/EEN UTILITY COMPANIES FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLY RESDLVEI) BY THE UTILITY COMPANIES. 4. FOR COMMERCIAL SIDEWALKS, THE FIRE HYDRANT SHALL BE PLACED WITHIN THE SIDEWALK 1.5' BEHIND FACE OF CURB. REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO, 37854 EXP. 6-30-98 CITY OF TEMECULA NORMAL LOCATION OF UNDERGROUND UTILITIES STANDARD NO. 807 STAMP "T.V." fN 3' LE"Ff"ERS IN FACE OF CURB AT EACH CONDUIT LOCATION ] ---'L--; EoR CABLE T,V, DUCT 3' CABLE T,V. DUCT ,.~, STAMP "T.V." IN 3' LETTERS IN FACE OF CURB AT EACH CONDUIT LOCATION lo,_ i"i. '"% TYPICAL~- T- 3' CABLE T,V. DUCT SIDEWALK ~3' CABLE T.V. DUCT TYPICAL 0R088 SECTION 3' T.¥. DUCTS SHALL BE SCHEDULE 80 P.V,C~ RIGID GALVANIZED STEEL CONDUITS, APPROVED EQUAL. REVISIONS DATE INIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C.E. NO. 37254 EXP, 6-30-98 CITY OF TEMECULA LOCATION OF CABLE T.V. DUCTS AT STREET INTERSECTIONS STANDARD NO. 808 TYPE "A" OR "B" MONUMENTS. TYP. ~ 10' '-] PROPERTY LINE CL-- ~ '"'0 SEWER M~--~ 0 L~ "L.~.T - L&T PROPERTY L [ '~_/1 ~ MF]NUMENTING STREET CENTER LINES WHEN SEWERS ARE LOCATED ON CENTER LINE C - s?~~~. -- -- CL .... · ~ ~"~. ~TIE TO STD. D MONUMENT IF ~ STREETS ARE NOT PAVED . I STANDARD "A" DR "," MONUMENTS/ j ~STANDARD ..A.. DR ..,.. MONUMENTS IN PAVEMENT IN PAVEMENT ~ MDNUMENTING STREET CENTER LINES WHERE CURBS ARE NOT REQUIRED NOTES, 1. L & T AS SHOWN HEREDN INDICATES LEAD AND TACK DR STEEL PIN MONUMENT SET tN CURB. LEAD AND TAG OR STEEL PIN MONUMENT WITNESS TF] PROPERTY CORNER MAY DE SET. NOT REQUIRED. 3. SEE MONUMENT SPECS 8! FOR TYPE "A. C. D. & E" MONUMENT DESCRIPTION AND STD. 903 FOR TYPE MONUMENT DRAWING. SEE SPECS 81.07 FOR MONUMENT SCHEDULE. REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R,C,E, NO. 37254 EXP. 6-30-98 CITY OF TEMECULA TIE-OUT STANDARDS STANDARD NO. 700 CAST-IRON COVER NON-SKID SURFACE LIFT HDLF~ MARKED "MONUMENT" · '.' I0 1/4' DIA. · .' 2' DIA, MIN, ~/A'"":" DIA, ~...: , "". F~ ~/~" ~ ~ '.' ~.~ ~ '~ ..... ~ ~ ~ ~ _ ~ '.....~ ~:.',,:, ~ ~7..?~':,:>;% . ~,,,,~ ~ ~? I~:,. ,.,,..: ,.,,~. ,,'~ ~:~:,, :...~ '~ ~ ~ ~ ~ , 'T,:', ~ ' '. ~, '~ ',,: ,.~ BRONZE CRD~N TOP SURV[ .. .,... .... .... MARKER-SURVEYORS SERVICE '~ ~"-".' ' "? ' ' .......'. ' NO, 887C, MORITZ FOUNDRY /--FRAME & COVER BROOKS PRODUCTS 4TT INC, NO, I 14' I / '~- J 8' DIA, J'~;.: ;' DIA. DR APPROVED EQUAL. INSTALLER TO SUPPLY MARKER. COLLAR ~SURVEYOR SHALL CORRELATE THIS MONUMENT TO CLOSEST RIVERSDIE COUNTY BENCH MARK SYSTEM T~ WITHIN 0,01' ACCURACY NOTE, ALL CONCRETE SHALL BE CLASS 6.0-8-3000 REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37854 EXP, 6-30-98 CITY OF TEMECULA WELL MONUMENT DETAIL STANDARD NO. 701 ~2.375' LUMINAIRE 22,000 LUMEN LOW PRESSURE SODIUM TYPE TO BE SHOWN ON GENERAL LIGHTING PLAN, FOR PRIVATE LIGHTING RESTRICTIONS WITHIN 45 MILE RADIUS OF MT, PALOMAR. SEE LATEST COUNTY ORD. REGULATING LIGHT POLLUTION. WHEN STREET LIGHT IS INSTALLED ADJACENT TO CURB, LIGHTING ARM LENGTH SHALL BE MARBELITE, ORNAMENTAL GRANITE, DR APPROVED EQUAL NOTE, THESE LIGHTING STANDARDS MAY BE SUPERSEDED BY THE STANDARDS OF THE SERVING UTILITY IF THEY ARE IN ACCORDANCE WITH THE NATIONAL STREET LIGHTING GUIDE. i '" ' :'' i'~_ GRaUT SQUARE OR ROUND I 4-1'x36'x4' ANCHOR RODS I 6'-0' STANDARD 1'-6' FOR COMMERCIAL SIDEWALKS AND WHEN SIDEWALKS ARE NOT INSTALLED DR PROPOSED FOR FUTURE INSTALLATION, REVISIONS DATE INIT, DATE APPROVED DOUGLAS M, STEWART DEPUTY CITY ENGINEER .R.C:E, NO. 3Z_854 EXP. 6-30-98 CiTY OF TEMECULA ARTERIAL HIGHWAY LIGHTING STANDARD NO. 800 I' 17 1/4' (~ -~ 3EALABLE TCURB FACE LOAD ~ /ACCESS SIDE o_ / ~ 48' _ PULL ~ / PLATE SECTION ~ ~ 16' i 1/E' MIN, CONDUIT (LOAD LINE) I BROOKS NO. 3 1/8 PULLBOX, OR APPROVED EQUAL, COVER TO BE INSCRIBED WITH "STREET LIGHTING"~ ~'~'--1' CRUSHED R '~- CONDUIT ~"/'PADMOUNT MOUNTING SLEEVE DO NOT PLACE IN DRIVEWAY CR ROADWAY, 3' MIN, FROM FIRE HYDRANT. SPACE EQUALLY ~N RUNS NOT TO EXCEED 800' PULLBOX DETAIL P.C.C. 560-C-3250, PER SEC. 201 STD. SPECS. FOR P.W. CONST. 8' MIN. CONDUIT TO UTILITY SERVICE INSTALL 5.8'x8' BLACKBURN COPPER CLAD, OR EQUAL, GROUND CLAMP AND NO, 6 AWG BARE COPPER SOLID BONDING CONDUCTOR FOR GROUNDING DF PEDESTAL SERVICE PEDESTAL DETAIL NOTES~ 1. SERVICE PEDESTAL SHALL BE MYERS ELECTRIC PRODUCTS MEUGQ-M100C/SS OR EQUAL, 8, CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE OF 120-840 VOLT SERVICE AND SHALL BE APPROVED BY UNDERWRITERS LABORATORY. 3. CABINET SHALL BE BONDED TO CCNDUIT WITH COPPER GROUND WIRE EQUIVALENT T~ NO. 6 A.W.G. 4, PULLBOX SHALL BE INSTALLED NEXT T,9 BASE WITH 1 i/8' CONDUIT MINIMUM, 5. CONDUITS SHALL EXTEND INTO CABINET 1' ABOVE FL2OR AND HAVE APPROVED CONDUIT. BUSHING. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY FOR 120-840 VOLT SERVICE AND SHALL BE RESPONSIBLE FOR ANY CHARGES BY THE UTILITY FOR ANY WORK. PULLBOXES SHALL BE PLACED ON ONCOMING TRAFFIC SIDE nF POLES. TOP TF] BE FLUSH WITH ADJACENT GRADE. KNOCK OUT OPENING TO BE SEALED WITH GROUT AFTER CONDUIT INSTALLATION, REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37854 EXP. 6-30-98 CITY OF TEMECULA STREET LIGHT SERVICE PEDESTAL AND PULLBOX STANDARD NO. 801 SEE DETAIL ~AII I I II II II >11 II II II II II II II 30' 15' j j 9 7/8' · J 9 7/8' FIR 15' ,/-SERIES __ ~--3/8' DIA. HOLES ,, =~__ , SERIES "C"----'"'-"~ 1 1/4' --3/8' "U" CHANNEL SIGN POST ~ NOT LESS THAN 8 FEET FROM EDGE DF SHOULDER7 / REQUIREMENTS- TYPE G34R1, G36R1, G43R1, DR G44R1 OF THE STATE UNIFORM SIGN CHARTS 3 1/4'x2 1/~' O.08O'ALUM SPACER FI:BER WASHER-~ I~r~-~- "U" CHANNEL POST FLAT WASHER -~ 5/16' NUT 5/16'x2 I/2' HEX HEAD I~OLT --- DETAIL "A" SIGNS SHALL BE PORCELAIN ENAMEL FINISH. LETTERS AND ARROWS SHALL DE WHITE, ]~ACKGRDUND SHALL ]~E INTERSTATE ]~LUE, REVISIONS DATE !NIT. DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37254 EXP. 6-30-92 CITY OF TEMECULA FIRE ESCAPE ROUTE STANDARD NO. 900 "U" CHANNEL SIGN POST ----' -SEE DETAIL II III I~1 III Ill II I 1 L-3/8, 30' 15, 15' i i 9 7/8' 9 7/8' 3/8' DIA. HOLES SERIES "C"~ --318' NOT LESS THAN 8 FEET FROM EDGE OF SHOULDER7 / 8' 3 1/4'x8 I -'~ "U" CHANNEL FIBER WASHER ~ POST FLAT WASHER % 5/16'x8 1/8' I HEX HEAD BOLT ---- llllllllllllllllll I . ,~1 , ~' 5/16' NUT REQUIREMENTS- SIGNS SHALL BE PORCELAIN ENAMEL FINISH. LETTERS AND ARROWS SHALL BE WHITE, BACKGROUND SHALL BE INTERSTATE BLUE. REVISIONS DATE INIT, DATE APPROVED DOUGLAS M. STEWART DEPUTY CITY ENGINEER R.C.E. NO. 37854 EXP, 6-30-98 CITY OF TEMECULA FIRE SAFETY ZONE STANDARD NO. 901