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HomeMy WebLinkAbout1223 /•� DRAWING NO. 35- _ ! CONTROL NO 13S Z,44 \/ OVERLAY NO. I 38 744 M- _ govu .F_ ti'f• I 8, DAT( Br DAT( Br OATf NO i Release Date SEE STD DWG. 501 FOR INLET DETAILS 3/30/87 !' 2' GENERAL NOTES S�olfE • !��„ ft• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA F 22 81 s �i�Tr s is PMIC UTILITY SEE LOCAL DEPRESSION ,o3e c'cc. SEE BACKBONE STREET IM- STANDARDS AND THE STANDARD SPECIFICATIdNS FOR PUBLIC WORk:S CONSTRUCTION - CURRENT EDITION. EAaftffNT Alla fiDEMAIIt yrs ti ;•`, PROVEMENT PLANS Pil !1!2 7• la• 7• EASEMEMI DETAIL A (SHEET 1) I CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE 1 V/N74 STANDARDS AND SPECIFICATIONS. /Z/V q 7 s 4 4• i >� QF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, Ll 207E 1011' CHANNEL SLOPE S. VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-NAY Y�ZSIr(Ig I LEVEL LIK-N l n ° 04, :1 t 7z I �y: : . . - LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, - - - - - DRIVE RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. _ 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR 4 R•72 TYPICAL SECTION TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- TYPICAL N.T.S. i UNDER SIDEWALK DRAIN (TYPE B) 4 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ANCHOR SECTION A-A SEE 5 C ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS 10 DETAIL D SEE BACKBONE STREET IM- r EET V 8 9 10 AND SAND EQUIVALENT OF AGGREGATE BASE. ALMARIWA A-12668 40 PROVEMENT PLANS PM 9192 91 #.4 CF 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL OR EOUIV 13 X 5' B RADIUS 3/8' : 1' VERT. NO. ? BE CONSTRUCTED PRIOR TO PAVING. T 1/4' = i' HORIZ. n -- 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND A I A ` 20 WRITTEN REPORLL TADES WITHSHALL THESEBCOMPACTTIONDAT TESTSDCOST TO THE CITY SHALL BE SUBMITTEDOTORTHEHCITYCENGI'NEER FOR ? ��_ _ _ - _ r► #4 ! 12• C.C. #3 # 6' C.C. 3• X 3■ 1 8 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 2' CLR CONST. 17 16 �1► 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER It+' 7I - � CURB LINE � � JOINT 1 5 1 4 LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF 1• CLR -� --- - y - -j T, 22 ASPHALT PAVING. I - - - ~' _ 4' RADIUS 23 1 1 B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE I� 3' 3'--� TVARIES 24 �f5 2 SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND L26 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN #3 1113' C.C. 03 X 5' B 27 n p �. THE NATIVE MATERIAL. ANCHOR ----�6' 6• 6•� -� SEE `v 29 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 14 BARS CONT. 3' 3 /`/'E 30 31 32CORRECTION OF„ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE N 33 W REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE 3/8' : 1' 43 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. { 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 10' REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE 42 \ 4 1INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN #4 BARS (CONT. ) 40 39 �� COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 03 ! 30 C.C. ! 12' C.C. 38 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND • B 37 36 Q1 UAC S SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR #3 ! C.C. SEE I I I � I INDIRECTLY FROM HIS OPERATION5, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ANCHOR I 35 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. r = • DETAIL 34 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. e" N 3/4• LIP - - 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED WITH 3' OFFSETS AT ELEV. SHOWN 12.5' INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS. B' 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET ON PLANS _ AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ' OF SUB-GRADE ELEVATION AND AT L� ,.. A A �- NOT MORE THAN SO FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER MANHOLE FRAME + COVER B � MI I I - - - - - _ - - - - AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO o-STREET TQEE 17PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. 11' - - - - - - - - . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S SECTION A-A - - RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 4 = ih 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER, 14 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE FYN"I'm 100 0 100 200 SUBMITTING A BID. ANY ITEM OF WORD: REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 3' X 3' CONST. JOINTINDEX MAP 111=11001 - - / S M� LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF - scale feet WORK. 13 ! 60 C.C. 'O 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. 3" tsgstV9V I 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE 3' X 3' iN . LI B CONSTRUCTED AT EACH INTERSECTION. 'r I I 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE CONST. 2 1/2% 2'li 1/4'■4'.' JOINT Gawffirld StsM A., 4• 4' STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . ANCHOR DETAIL P_R_I VAT_E -,.,_EN_G_I_N_EER.._.'S__._.NO_T I C_E� TO CONTRACTOR 6• ( 6' NOTES: 6• r I CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR C4R6'S'MUCTiON NOTES: JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 1. CONCRETE SHALL BE 564-C-3000. SECTION 8-8 DETAIL D INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL 2. TROWEL FINISH TOP SURFACE AND REPRODUCE 3/88 ar 1' APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE O 48 AC OVER 48 CM PER TYPICAL SECTION MARKINGS OF EXISTING SIDEWALK AND CURB. 3. TROWEL FINISH FLOOR OF OUTLET. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (SEE GENERAL NOTE 21) DETAIL B r HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 4 49 PCC SIDEWALK PER STD. DWG. N0. 310 A 311 sroe �' 7 STREET NAME SIGN PER STD. DWG. NO. 402 - - 'M - '� ,,,_,,,,,+ PERFORMANCE OF WORK ON THIS PROJECT. UNDER SIDEWALK DRAINc�TYP9 A (STD. DWG. SM MODIFIED ,: �., ; •�,m,A+ -., ►: VALE 1 al ' - -� 1_7tir of co•I I � , WRrfS � , -- -- - - ' - - - s #4 ! 1?' C.C. #3 ! 6' C.C. �,,.,,,, - L' ,� � - 1 �_ - THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IM PLANS AND/OR STREET LIGHT (5800 LUMEN H.P.S.V.) r 3' X 3' FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO � o= fLow_ , sr� sir. sn ter- fcow is CURB AND GUTTER PER STD. DWG. NO. 303 ►- o W 2' CLR--•� '..- CONST. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT 50 REPORTED AND (MODIFIED PER DETAIL J) (SEE SHEET 1) ? �� RESOLVED. 1• CLR JOINT y �. , UNDER SIDEWALK DRAIN TYPE B PER DETAIL D (SEE SHEET 1) O2 It v=W 24' ENGINEER ' S NOTICE TO CONTRACTOR CONCRETE DRAINAGE STRUCTURE PER DETAIL E (SEE SHEET 1) o S LOCAL DEPRESSION FOR SIDE so C&Af RFW` or~r'Mso UNDER SIDEWALK DRAIN TYPE A (STD. DWG. NO. 507) Wdd THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES (Il10DiFiEO PER DETAIL B) (SEE SHEET i) < o=d T.C. ELEV. OPENING CATCH BASIN PER STD. 518 (MODIFIED) SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE W Xo= CURB LIME �6• 3' 6' 3 6�� N.T.S. LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE ® CONST. LOCAL DEPRESSION PER STD. DWG. Sii V zZto CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR (MODIFIED PER DETAIL A) (SEE SHEET 1) < & -Om 1/2' R 6' 1/2' R DETAIL A GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE ® DRIVE APPROACH PER STD. DWG. 305 = a. o<W DETAIL E U d LL uxo PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES CONCRETE DRAINAGE STRUCTURE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Q 7q sreEET T3'�E PES STe�-Er TeEE eo/vsT nro7'�$ HEtZEo^/. W W m<n 1l4 1/4' LIP TOP Of s , 1. H=4 INCHES UNLESS OTHERWISE SMOINI 011 GENERAL PLAN. N z U, 1/2' R PAVEMENT 3n 1 2. POINT A SHALL BE SET AT H INCH BELOW EXISTING GUTTER GRADE. 0 3 a 1 m SLOPE ATTER 6 3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THIS LOCAL 0� An+F,2/CI+n►sl+/EET C. C/s`[.nc) W o 5 % 1/40 PER 1/2' R � ESTIMATE OF QUANTITIES IEPRESSION VERTICAL CURVE SHOWN ON GENERAL PLAN.FT.d7- 1= WO T oto. W 22.5111 W o < T (FOR BONDING PURPOSES ONLY) Z �' ao Z Q La z o V -L .. ......... .. < W ~ i , ••' CONTACT THE FOLLOWING_ _ _,.._AS REQU I. RED s U '3 � ITEM DESCRIPTION QUANTITY ; UNITS 4 8 HOURS PRIOR TO EXCAVATION : 7.5 25.5' ... .. . Q ADOCO . -rZFE F TZE--5 6 2EC-097'<D N07r_S, d•/ C1VrGrC +z z z am z+a z zz z z z zz z z z z a z z a a=W=z z z z z z z z z z z zzzz=z z z z=z z z z+z=a=a z z z=z+z 5=r z z z+ ' CONSV GTPQP4T•S. /NL• /O//�� •�-'-� MONOLITHIC ; 1 ; 4' AC OVER 4• CAB PER TYPICAL SECTION ; 37,383 ; SF SOUTHERN SO U TH ER N CALIFORNIA GASC M PYs ..... ._. O , CITY (SEE GENERAL NOTE 21) 2191 E. _BIRC.H STDESCRIPTION OREVISION DATE APPR .6" CURB lGUTTER O>u0i N +---- --+----------------------------------------------+----------+-------+ BREA, CA 92621 _ PER STD. 303 (MODIFIED) ; --4 ; 4' PCC SIDEMALK PER STD. DWG. NO. 310 i 311 ; 8,420 ; SF ; (714) 524-2889 (714) 529-2070 � f0!'7Ti�✓/LL f!✓Y Ifj� 1/10' = 1' +- --+-------------------- ----+----------+-------+ SOUTHERN CALIFORNIA E D I S O N COMPANY 3 ( vrur .___ E, :.....:: cCITY OF RANCHO CUCAMONGA y= ; 7 ; STREET NAME SIGN PER STD. DWG. NO. 402 ; 2 ; EA 1351 E. FRANCIS 5T. ,ylallzlow Alf y-�o�s � DETAIL J +------+----------------------------------------------+----------+-------+ ONTARIO, CA 91761 TITLE SHEET C'W W o =W I 15 ; STREET LIGHT (5800 LUMEN H.P.S.V. ) ; 9 ; EA ; (714) 986-5861 -WCD W 1WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE U_ C_ A M_O_N G.A CO . WATER DISTRICTS -------------------------------------------------------------------------- THAN _... ft/TIJTE �� 10 FEET APART. , o y 20 6 CURB AND GUTTER PER STD. DWG. NO. 303 r 1,684 LF 9641 SAN BERNARDINO RD. FOR : =J W 2. All CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ; ; (MODIFIED PER DETAIL JI (SEE SHEET 1) RANCHO CUCAMONGA, CA 91730 izoW O o «Q a s z = LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. +------+- --------------------------------------------t----------+-------t (714) 987-2591 �sy A%rAp ,*,fP1fV /A(/)'<roJ o Jo=U`�W IMPROVEMENT PLANS UNLESS OTHERWISE INDICATED. r= y� >E. It ' 21 ; UNDER SIDEWALK DRAIN TYPE B (SEE SHEET 1) ; 2 ; EA ; GENERAL N,E R.A L�.T TELEPHONE H O N,E_. COMPANY : P.A N Y_:__ - . TRACT NO. 13561 W¢f s 0=_ 3. PLACE 3/4 DOWEL PINS AT All EXPANSION JOINTS WHEN FLOW u, � h Y¢ +------+----------------------------------------------+----------+-------+ 280 S. LOCUST, P.O. BOX 2920 �. o o J 3 W LINE GRADE IS LESS THAN 0.40X. MINIMUM OF 4. ; 22 CONCRETE DRAINAGE STRUCTURE PER DETAIL E ( 112 ( LF ; POMONA, CA 91766 ti R ,"ESSIQ _ `o¢` o e w © eOM.STseu,-T//A/ /VOTES FO/S ST•PEEl' 7"- Z-S W - _ (800) 422-4132 �� - q!F APPROVED BY ATE �/ _ ; (SEE SHEET 2) ; ; ; N= W *I / of«SnrfErr�FGswern,emsi�,,eservAeuee,.,verw.rwel",>!rWAMAAee 40/. �+ 'jCITY ENGINEER --- R.0 E. 22397 +------+------- --- --- ---+----------+-------+ PAC I F I C_ BELL COMPANY :M P A_N Y �_ A ofs`n",ro Awe olo vrfo Aero t��:vd re eirr frovj"d 10.414. , , 3939 CORONAD0 ST. �. so .t, .�u.fiPEfr�rffssvr<< UNDER SIDEWALK DRAIN TYPE A (STD. DWG. N0. ROBERT P.KIM DESIGN -_ -_ - - RECOMM NDEU ==oW z 24 ANAHEIM CA 92807 RJS f _ Y ¢i ✓• SortffrriLit�vfvowAeovaiT�•.v„ve.lNALL , 'd'1WO. 01"^Ve3�rNSferlPAI &Z-/AolrMfdr'*'VAA.fD ; ; 507) (MODIFIED PER DETAIL B) (SEE SHEET 1 ) + == _ �W==dW _ - = consultants, Inc. CC O vi z of o�. ca SOEC/Fi eATiONS fO�C PrAe�C AJo.CXt PONSrI K GTi DN. TI'/61 OCy�.�,v�C JOZL AAsfiVd,�liN/3 JNAL� S/ - -_____ _____ ______ � W a Q;o=� F. rose wirN ry!Mono of //Atr/r(,/./NiL �o,ti6.Veme'•vrS rD T Owtrs Nsr/vf s/�C . ALL AAJ'6�✓e,rJENI� +------+--------------- ------- ---- ---+----------+-------+ (714) 949-5634 " _=d _`" q/E ro B6 rvrtoaf.►Kr 9//Xfe P/iie TO e%rfiwv�', , _= E~ 25 ; CONST. LOCAL DEPRESSION PER STD. DWG. 518 ; 2 ; EA ; M_E T R O_P O.L I T A N,�W A T.E.R. D._L,S_T_R_,..._�___._._: .- s/gyp DRAWN 1355 E. Cooley Drive-Cotton, California 92324 SHEET 000`0=;J "�' ' (MODIFIED PER DETAIL A) (SEE SHEET 1) 11 1111 W. SUNSET BLVD. (P.O. BOX 54153) LOCATION MAP Z ��. h z;=y 1'• fllr/L/I/1r/fN/f�dTi�ll7 rrEES.sNi/LL e!/f,�riV� �fe•D/H��dAT/�S OE'AA/A1�,EOND�q�G SI�L,J , , , , � � C� \' ��-�`A (7 14) 825-2127 _=o 0 o S «PotT�sstvis.+ve ro rvE e ry rvs�femr. LOS ANGELES CA 90054 Aa 1 OF 3 -W_ +------+----------------------------------------------t----------+-------+ + e ¢ W d S. A/I fresEr rrff JrALL AE///vff E . F r r , t 213) 250-6432 CONTACT PERSON: ART K I NOOP NOT TO SCALE evNfllrl/fC6Nrfl�rN rfN�✓�' sf/sKf.�rH,oNr.�!`f sEr��>m 34 DRIVE APPROACH 43 , EA , � ��Jho:o rNeFAtE/�Cutb� sweatsora�l.�.,v.vorEe, �/ C \� CHECKED R.C.E. N0. CQ4 t------+-------- ------- --- ------+- ---+-------t D 0. �. �unx rrxf�sAs� sevacrrnr��•�cr�avA�e ----- ------- ---------- ------ l 111: 3/��/I7 /34 RAW)-% N dL�CE/rilvld SY rre airy RNs%•vFE�! ©� 7q Sf¢£E reEc F>Ee a T. T2Ee ew'vs r. N07'es r1�co.✓. -3 Jr EA /Z Z 3 DATE FILE NO. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHAH ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE H LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANE WILL NOT BE H \ O HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANOALI LIABILITY REAL OR ALLEGED IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR O N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE \ V �► a0 O _ DATE��'f'f7 PLANS. v v CD ROBERT P. 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J �1 s �' e UNDER SIDEWALK DRAIN TYPE A STD. DWG. NO. 507) W �' u O O 3 = 0 4 I II II 0• o\ 3 `� 3 In N \ ° m �+��; ( � (MODtM--D PER DETAIL B SEE SHEET i N =Nae I. N q� * 3 14p.' 3 3 3 % 3 � � 8' ' -- F`�V Nati ) ( ) ♦'.r! _ 5 z w ^ n Py O 41 O^ 0 O O v U _ g. �Q o II II I , �, h N ,� o N Z I (I r �} CONST. LOCAL DEPRESSION PER STD. DWG. 519 N L'" o ~ �*" ° 727 v 4b•00 o •� --1s 1 k� �8 MODIFIED PER DETAIL A SEE SHEET i � =48 0 L=48.00 _ =`` f �0 5 3 21 C 3 F' (� ® DRIVE APPROACH PER STD. 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L= 41 • t o - f v u 3 9 N�, z M �R 1 b 3 226 V Uj 3 g M 1i �j v \ 3 a O H d 36 Yh QC� IG 3 m . 3 3 37 35 a 0 �aefe sr,PeErr�EEs /io/Ss -s 3-' 3 38 ti o • 3 34 43 42 41 � 40 y 39 v ; 3 X10 $ �ti o CIT Y DESCRIPTION OF REVISION DATE oom=-= 3 ao 34 34 ` > Qo- 3434 V \ \ V 1t1 0 0 n � CITY OF RANCHO CUCAMONGA oy g; 34 ti v xti WOo lJ� 34 15 2! 34 34W J M 34 PLAN AND PROFILE h ` FOR H r'Ui°°U V Q L d y¢J F >EoK h � o=`�`Ws nl a = �_J�=oW ti� MT LA SEN COURT oo �i¢a¢: CURET CURVE DATA • RpfESS10 TRACT NO. 13561 owl, = 40 0 40 80 MT. LCOU RT +____+_--------------------------------------------- 1 _______+____________+_________+_________+ CoQ W W¢W ¢O~ 1 I 1 1 1 1 NO. RADIUS 1 DELTA I LENGTH 1 TANGENT 1 �� y ROBERT P. KING y W~J V 3 1 60.00 45 34'23 47. 72 25. 1 CITY ENGINEER R.C.E. 2357 z ¢oW;= feet 1 1 APPROVED BY DATE -N=so; � scale C,ENTERL- INE CURVE DATA 1 1 1 1 1 -, 1 � C f.a = �4I 4 1 40.00 1 256 15'23 178.90 1 ¢o Z +----*'-"""'*""-'-'---'+---------+----''---+ 5 ; 60.00 ; 30.41 '00' ; 32. 13 1 16.46 ; DESIGN =_ _== = R�GOM4ENDED i ; N0. I RADIUS ; DELTA ; LENGTH ; TANGENT I 1 1 1 1 1 bb 1226 1 1629.00 1 7 45'38 1 220.64 110.49 I EXPIRES 6�?d��J' RJS W=o;o= 1227 1593.00 ; 7.45'38m ; 215.77 ; 108.05 ; CIVIL =_ = =- consultants, Inc. C F " �`�W E~ 1 93 ; 800.00 1 2.51 '31' 1 39.91 1 19.96 1 ;228 ; 782.00 ; 0.28' 16' ; 6.43 ; 3.21 ; ,f \� DRAWN 1355 E. Cooley Drlve•Colton, California 92324 SHEE1 o=; 1 94 1 161 1.00 1 7045'381 1 216.21 1 109.27 1 +----+---------+------------+---------+---------+ 0 ' ,���Q�` LM-SAS (7 14) 825-2127• o000-y 2 +----+---------+------------+---------+---------+ 3 of 3 CHECKED � - - -'- R.C.E. NO. x/14/ DRAWING NO. U_ zc.ad�cz>E t LE G DATE j/�/>> FILE NO. d V> O C