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HomeMy WebLinkAbout1222�r- Release Date 3/3 o g%7 Si 7' gl Z_71, 1 yrzs�88 hoz ADDED jTQFEr TREES } RELATED NOTES, 8Y FfW I -0N (A �F W 2 0 GONSULT/4Nf5 ''ww JNNF- Y/=1L O 3 2a DR1✓EWAY LOCd710NS SNTS. 2 r3 BY. O N v W S2 a a FN EEC LONWZTANTS rNC. N � ylaWir ,OFa Ujz DESCRIPTION OF REVISION ~ 1 CIT Y APPR. u Z t �=gym Z d� LAJa. N z Gz0S� W Ir W d 2 l t- LL m=< 0LL. fj ozui d N H ooms z f�_ J = J Z O - N» o i 2-r ¢ U p J W w w V t m U C.) CD ,. W t i O = U w O at 41 U t w W ¢ Y Z o=Wo 1 v=ii Z sc.�acO� i "' CL O W i�oxdcv ��=dpi•-� _ v i ; Z y Q i0 � U d i W O PVK IC VT1L1 ANSM21"NALK ENENT IIIILIC UTRITY 0 !j!F*ALK ZASEMfN7 N.T.S. 24• T. C. ELEV. CURB LINE 1/2' R - 6 1/2' R 1:1 1/4' LIP E/4 :PE; ATTER 6• i/2' R it R �1/ -- n'A �. 7 22. 7.52 25.5' MONOLITHIC 60 CURB is GUTTER PER STD. 303 (MODIFIED) 1/10• = V DETAIL J I. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE THAN 10 FEET APART. 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. UNLESS OTHERWISE INDICATED. 3. PLACE 3/40 DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW LINE GRADE IS LESS THAN 0.40%. MINIMUM OF 4. TOP OF PAVEMENT O 4 - STREET TREE ESTIMATE OF QUANTITIES (FOR BONDING PURPOSES ONLY) rl INDEX MAP t------t----------------------------------------------+----------t-------t ! ITEM DESCRIPTION QUANTITY ! UNITS ! }::x-rr}zzzrrrzrzrzass___s_:rsasc.s.srzsszrzsrrssreszatz=aa_rx=sxt=a=zca=t 1 ! 40 AC OVER 4• CAB PER TYPICAL SECTION 21,402 I SF ! ! (SEE GENERAL NOTE 21) ! ! }------t----------------------------------------------+----------+-------+ : 4 : 4• PCC SIDEWALK PER STD. DWS. NO. 310 & 311 1 5,835 : SF : +------}----------------------------------------------t----------+-------t 1 7 : STREET NAME SIGN PER STD. DUG. NO. 402 : 2 EA : +------t----------------------------------------------+----------+-------t ! 15 1 STREET LIGHT (5800 LUMEN H.P.S.V.) : 6 : EA : t- - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - t - - - - - - - - - - t - -- - - - - t 1 20 1 6' CURB AND BUTTER PER STD. DW6. NO. 303 : 1,166 : LF : (MODIFIED PER DETAIL J) (SEE SHEET 1) ' r ! +------+----------------------------------------------+----------+-------+ : 28 : (AVER SIDEWALK PRAIM PER STD. DW6 507 2 : EA LA1p0 /PIED 7b Z' W/0TN) t------t----------------------------------------------+----------t-------t : 34 1 DRIVE APPROACH PER STD. DUG. 305 : 23 : EA : t------+--------------------------------------- © � 74 frizewr rzcE PER SieECT7rEE Can/Si. /VoiL.f i>xw.rerd /vEA O CONSTRUCTION NOTES: O1 4' AC OVER 4" CAB PER TYPICAL SECTION (SEE GENERAL NOTE 21) 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 k 311 7 STREET NAME SIGN PER STD. DWG. NO. 402 © STREET LIGHT (SW LUMEN H.P.S.V.) ® 6• CURB AND GUTTER PER STD. DWG. NO. 303 (MODIFlED PER DETAIL J) (SEE SHEET 1) ®(1NDER 510£W,419 DRAIN PER STD• D1106. 507 lmoolF/ED TV Z' W/DTN) O DRIVE APPROACH PER STD. DWG. 305 ©O S7QEET7-2EE PEe ST2EET TQEE Co.v. NoTEs NE,2Eonl. QQ A/+E2rC�?ni .�k/EF7 (�cJ►91 (/S- 6AC i - // Er►. SEE BACKBONE STREET IM- PROVEMENT PLANS PM 9192 SEE BACKBONE STREET IM- PROVEMENT PLANS PM 9192 100 0 100 200 1„_100, scale __ feet PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 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 LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. C..O N_T_A C..T........__T. N.E_.._ F.0. L_L_0. W _I..N..G_. A S ..... ... .. R E. Q U .I R E D 48 HOURS PRIOR 11 TO EXCAVATION: S.,O U T H E,R N_._ C_A L. I_F OR_N. I_ A .......... 2191 E. BIRCH ST. BREA, CA 92621 (714) 529-2889 (714) 529-2070 SOUTHERN ­* C A L.._I__F FOR N.I_.A E_ D__ I__ S_O.N__....0 O M..P_A NY: 1351 E. FRANCIS ST. ONTARIO, CA 91761 (714) 986-5861 CUCAMONGA CO. WATER D I_STR I_C_T s_,.. 9641 SAN BERNARDINO RD. RANCHO CUCAMONGA, CA 91730 (714) 987-2591 G E N ER A L._ T E.. L E_ P H O_N.. E _. _C. O M P., A N Y__: ,. 280 S. LOCUST, P.O. BOX 2920 POMONA, CA 91766 (800) 422-4132 P. A._C_I F I. C_ H _E, L L C .O M P _A N Y e 3939 CORONADO ST. ANAHEIM, CA 92807 (714) 999-5639 M_E.TRO_P0L I TAN.._WAT.ER. D I__STR I_CT.:,_ 1111 W. SUNSET BLVD. (P.O. BOX 54153) LDS ANGELES, CA 90054 (213) 250-6432 CONTACT PERSON: ART KINOOP �farurfJ LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AMD THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 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 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- WAY. 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY EN6INEER LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. S. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10. WORK. SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED WITH 3. OFFSETS AT 12.5' INTERVALS. PLACE 3/40 DOWEL PINS AT ALL EXPANSION JOINTS. 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01' OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB -GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL. 17. 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 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). © CoNSTQc�CT/o/./ /V61F.5 #C_0 /a 57-0EC-T rXEL-_ S 1. ALL ST.06C7_ TREES 172E 73 SE PLACED /IV /9cCOlLosa.vCE N/Tts C/TY Go/. Z• /7L4 572EET TPEES Sl>`A+L E3E Sr>hre!% /!ND oCAn/Te- I9CC+01L0/^/(s 7-0 ('/7' 4 ST'/J. &0 S/9. .3. .50/(.. FC 7710 in/b 09"0 SA"LL aE /N V/7Ts Ss'C77o^/ 212-1.2 Or 7WE 57-^r4Diq,B0 aP6C/L+CiaTipNs Fol PcJlj4.,,2 k1cs2C$ Con+•-�ac�C.770Aj TYl'6 i DB&Ap j,C Soil 460 7 -"c -- / -"c/ Rl%r -T O,eVR^s 1C /4-- C"NO '"L -r j7- "7a 3 ARtZTS N,0%T1 V6o /L . ALL /'4n'7ETr0mE'7'�/TS /11LE TD ISG" rHoeou6/tLy /T1/KED P1eroR Ta 619cle '. T2E-e5 S/tig(L QC Psc2TTNA 2ECOrrfm67vUr! T7D�S 6P /4n+ /9b /Lovar+.+C 6v +( 5 z e-Po,Qr C 17',! / ^.Ia/_EcT-0 jz , S. No d7'2EET SEE Sffit.LL QE Pcr4s_760 &AYCZE INE ee747T-A:_- OF ThE -T L.IAJC /S CLocA-_Z T"47,4-7_"ZEE F'EE'T (3") 7'3 rH9 4C/9z-_E OF- cc.PP-B, CAnILE-&S OT7lE.QaJ/,S6 /�roT�lJ to. AU_ 57-2Ee- r TME e S ARE. Ta lnkSP✓<Ci7 del /9^//D /q CC E PTl4rvCE 46V 77'•NL C/714 E7J&f'QeeJ2, A56CA1A1P01A10 ^Ao/Y 6W CITY OF RANCHO CUCAMONGA TITLE SHEET FOR SRF F_ I IMPROVEMENT PLANS TRACT NO. 13560 APPROVED BY DATE '/£5' [i CITY ENGINEER R.0 E. h397 DESIGN ` - RE OMM� NDED RJS � = = _ _ = consultants, inc. e DRAWN 1355 E. Cooley Drive -Colton. California 92324 SHEE1 LM -SAS (714) 825-212' _ of 3 CHECKED R.C.E. NO. C /34 DRAWING NO. DATE FILE NO. �iiC2 Z ADDED jTQFEr TREES } RELATED NOTES, 8Y FfW 2 0 GONSULT/4Nf5 DR1✓EWAY LOCd710NS SNTS. 2 r3 BY. QREVISED FN EEC LONWZTANTS rNC. 10101819 DESCRIPTION OF REVISION DATE�J I CIT Y APPR. CITY OF RANCHO CUCAMONGA TITLE SHEET FOR SRF F_ I IMPROVEMENT PLANS TRACT NO. 13560 APPROVED BY DATE '/£5' [i CITY ENGINEER R.0 E. h397 DESIGN ` - RE OMM� NDED RJS � = = _ _ = consultants, inc. e DRAWN 1355 E. Cooley Drive -Colton. California 92324 SHEE1 LM -SAS (714) 825-212' _ of 3 CHECKED R.C.E. NO. C /34 DRAWING NO. DATE FILE NO. �iiC2 Z Release Date 3%,; =/- s:1=61,7 e'zz a� / 1110/g 7 rz/3/81 y/1s/98 �I2/i/sa8 W'oz pi Wx z LIJj LL, VI.57, 71, 3�0 T V 2 W z sWS< N 4 11IIU rW� ~ ti +_ W LL,~SOH t` 93 C K m +y�j �<W U M. CL w V O w -:"a tV i��g W m z0S W � C Z =CELS E-0N� zm< t i- O ,'A F' 0 — A. < rr Uir�3o m p=er o tt V!» pi J W � CD W W G J 1 � W Q Z>Eydc�� U J t = p W op�<¢a¢= V— 2-tz�W C= N W O ¢ C _ ¢W� Y Z r n t y p 3 Q Z CD o a s W H < war 03, aG =oo h - ° J t ��--- Q \ �o¢o=cax U :E Vi VJt �S U� DRAWING NO. - CONTROL NO. IGt �tz Etl OVERLAY NO. IZ? zzz_. w Mk` - APPROl ff. I IN(It . �BDATE a DATE BY _ _ DATE BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. ELEV. = 1485.61T IDENTIC POINTS FINISH I6RL.1 'IAC 010T rit te. J 1G XISTINIG ROUND 14 A/M 10 vQNgv 0@0 Q�0r-� 40 0 40 s0 1" = 40' -- scale feet Ck VI.57, 71, 1 0 ti Y t` BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. ELEV. = 1485.61T IDENTIC POINTS FINISH I6RL.1 'IAC 010T rit te. J 1G XISTINIG ROUND 14 A/M 10 vQNgv 0@0 Q�0r-� 40 0 40 s0 1" = 40' -- scale feet 21 (EXISTING) NETHERLANDS VIEW LOOP SEE BACKBONE STREET PLANS P.M. 9192 T 14 MT. STERLING COURT PROFI L -E SCALE: HORIZ. 1" = 40' V E RT.1'� = 4' '-5 IF "' CENTERL_ I NE CIJFtiVE DATFa CONSTRUCTION NOTES: Qi 4' AC OVER 4' CAB PER TYPICAL SECTION (SEE GENERAL NOTE 21) 4O 4' PCC SIDEWALK PER STD. DWG. NO. 310 ie 311 O7 STREET NAME SIGN PER STD. DWG. NO. 402 �OTgOFES$10�, ` 5 STREET LIGHT (5800 LUMEN H.P.S.V.) 6' CURB AND GUTTER PER STD. DWG. NO. 303 ROPE" P. KING (MODIFIED PER DETAIL J) (SEE SHEET 1) No, C 041 UNDER S IDE'WAL K DRAIN oF2 STD. DWb. fol (A1017/FIEO 70 2' IE wrx) 0 DRIVE APPROACH PER STD. DWG. 305 EXPIRES L�3o �/ Q 7t 000 STREET TREE ® (AMERICAN SWEET GUM) GVH ��! PEK 7 XE6 C0A1,5,- /E/0 TCS_ (Sh'T /J {i€' VA ►! NO.! RADIUS DELTA 1 LENGTH TANGENT 1 95 : 1358.00 1 13'06'11' : 284.16 ; 155.96; '----'---------'------------ '--------- '---------- C_UFZZ1B CUF2VE . _ DATA, t-------------- ------------+---------+---------+ 1 NO., RADIUS 1 DELTA : LENGTH 1 TANGENT : : 18 1 40.00 : 257'26'27" 1 179.73 1 1 : 20 : 60.00 1 40.07'10. 1 42.01 : 21.91 1 1 21 : 60.00 1 37.28'24. 1 39.24 1 20.35 1 1221 1 1340.00 1 7.38'04. 1 178.55 1 89.41 : :222 1 1376.00 1 7.45'14. 1 186.22 1 93.25 1 t----t---------t------------t---------+---------- A ADDED 51-REET TREES /0//0/88 SAVW 3 -Z -fig REVISED OPIVEWAY LOCATION LOTS / t 12 DESCRIPTION OF REVISION DATE CITY APPR. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR MT. STERLING COURT TRACT NO. 13560 APPROVED BY DATE S,11LU CITY ENGINEER — R.C.E. 12397 DESIGN __ - __ -= —`= RE�OMME NDED RJS = = = consultants, Inc. CC �1 l neeCln DRAWN 1355 E. Cooley Drive -Colton, California 92324 SHEEI LM -SAS (7 14) 825-2127 w OF w CHECKED R.C.E. NO.0t!.f4L DRAWING NO. DATE �'3` f7 FILE NO. /Z 2 Z VI.57, 71, ti Y 21 (EXISTING) NETHERLANDS VIEW LOOP SEE BACKBONE STREET PLANS P.M. 9192 T 14 MT. STERLING COURT PROFI L -E SCALE: HORIZ. 1" = 40' V E RT.1'� = 4' '-5 IF "' CENTERL_ I NE CIJFtiVE DATFa CONSTRUCTION NOTES: Qi 4' AC OVER 4' CAB PER TYPICAL SECTION (SEE GENERAL NOTE 21) 4O 4' PCC SIDEWALK PER STD. DWG. NO. 310 ie 311 O7 STREET NAME SIGN PER STD. DWG. NO. 402 �OTgOFES$10�, ` 5 STREET LIGHT (5800 LUMEN H.P.S.V.) 6' CURB AND GUTTER PER STD. DWG. NO. 303 ROPE" P. KING (MODIFIED PER DETAIL J) (SEE SHEET 1) No, C 041 UNDER S IDE'WAL K DRAIN oF2 STD. DWb. fol (A1017/FIEO 70 2' IE wrx) 0 DRIVE APPROACH PER STD. DWG. 305 EXPIRES L�3o �/ Q 7t 000 STREET TREE ® (AMERICAN SWEET GUM) GVH ��! PEK 7 XE6 C0A1,5,- /E/0 TCS_ (Sh'T /J {i€' VA ►! NO.! RADIUS DELTA 1 LENGTH TANGENT 1 95 : 1358.00 1 13'06'11' : 284.16 ; 155.96; '----'---------'------------ '--------- '---------- C_UFZZ1B CUF2VE . _ DATA, t-------------- ------------+---------+---------+ 1 NO., RADIUS 1 DELTA : LENGTH 1 TANGENT : : 18 1 40.00 : 257'26'27" 1 179.73 1 1 : 20 : 60.00 1 40.07'10. 1 42.01 : 21.91 1 1 21 : 60.00 1 37.28'24. 1 39.24 1 20.35 1 1221 1 1340.00 1 7.38'04. 1 178.55 1 89.41 : :222 1 1376.00 1 7.45'14. 1 186.22 1 93.25 1 t----t---------t------------t---------+---------- A ADDED 51-REET TREES /0//0/88 SAVW 3 -Z -fig REVISED OPIVEWAY LOCATION LOTS / t 12 DESCRIPTION OF REVISION DATE CITY APPR. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR MT. STERLING COURT TRACT NO. 13560 APPROVED BY DATE S,11LU CITY ENGINEER — R.C.E. 12397 DESIGN __ - __ -= —`= RE�OMME NDED RJS = = = consultants, Inc. CC �1 l neeCln DRAWN 1355 E. Cooley Drive -Colton, California 92324 SHEEI LM -SAS (7 14) 825-2127 w OF w CHECKED R.C.E. NO.0t!.f4L DRAWING NO. DATE �'3` f7 FILE NO. /Z 2 Z Release Date S �/s 7 �B7 ////-C->/ 8 7 / Z1318 WoZ °mW _ Lai rr N v 2 W zWS< N a W C W K W=ia- r�0F rz,ZvW1m U O enc m ; d N i�<g Ow m iOS W r = K d F- rLLN� t Om�< Z (-=0i < df. 40 t Uo:�3o. Oomz-.=_ DATA Y Y O 0 1` 1. CUF2V_E>QATA FOR t C OCL. U a W Q < y H Y O H O CD U J W 1 ` Za t LENGTH CD t Z O W = 1 NO.: Ci = O S ¢ y d DELTA ; LENGTH 1 TANGENT 1 y S Cr U f S O= WAi -______,---_-_-- :====:=x=====x=!zzzzz=zzzzrzzzzrrxxrr:zxx=xrzzr CJ y O�Y O¢ C.1 W � H= Q O; W o=cc O U ad 36'38'58" ; 38.38 1 19.87 1 Cr U G:1 Q O CL < > = Z 0 'i. N IE 1 19.71 1 0 y=d p2G. 40.00 1 ��o�i�~m 179.68 1 1 APPROVED BY F•+ 0 0 0 ga =Z; Zt/Oj 0 J < O y o 0 = r - O W O S W U= 60.00 1 O W ,.. d U~ o 43.10 1 22.53 O O C COO l .S oqc e # \ 113 w sh r E IC L h - DRAWING NO. 3y- CONTROL NO. 111 .72y OVERLAY NO. 12q_z2'1, B, DATE lY DATEBY DATE 1 14", 1 11 � l W BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. i ELEV. = 1485.617 N- (EXlS77NG) NETHERLANDS VIEW LOOP 34 SEE BACKBONE STREET PLANS 34 it P. M. 9192 ah �,34 34 III 34 `' � a � . 6p , f �, t� 17 3 � � � a � � 3�" ' �D� 18 u " 3 c r �s, --- o�P +-T'a ►s 16 h 3 t, _ JIE,rJ -� e'� 1 e 14 13 hV P ;5 23 MVA `foo. tar 15 M , I� I 1. ayP 3 • ( e � r '�• OQ E1 a 3q• l II I oi 28 ,� 5 =24.22 - ". I3�r>B.43SL a� K� 1} p � . os I A p0 h Q _ 36. 10 9 o - - 00 5 y/ 4 10 t,f - -4•"6 P 5114 f ��, 1 11 4 0 20 11 3 M \ �1213 • �,3 ,07 ^ 28. 7' „ 1 Y 6.00 31. 224 � it � 225 4; �. r, N 3 3 BEE ,s m ,� 0 2 t 4 22 � N �,l • h \v X o \ \\\ is 34 34 34 N V 40 0 40 so 1"= 40' scale teat o. 1S CONSTRUCTION NOTES: Oi • 4• AC OVER 4• CAB PER TYPICAL SECTION (SEE GENERAL NOTE 21) O4 4' PCC SIDEWALK PER STD. DWG. NO. 310 & 311 7 STREET NAME SIGN PER STD. DWG. NO. 402 i STREET LIGHT (5800 LUMEN H.P.S.V.) ® i• CURB AND GUTTER PER STD. DWG. NO. 303 (MODIFIED PER DETAIL J) (SEE SHEET 1) ®(ANDER SIDE MILK DRAIN PER STD. PW6P, S07 (MODIFIED 10 2' W/DTN © DRIVE APPROACH PER STD. DWG. 305 Q7� STREET TREE O (TULIP TREE) -15-640 PER r<BEE- Caysr. AVo res lsrsr. /J ���FEssro,MT. LASSEN COUR ROBERT P. KING` .11o. C 041341 4 EXPIRES CIVIL OF LADE QADDED STREET TPE-ES QREVISE DRIVEWAY LOCATION Lor /3 DESCRIPTION OF REVISION DATE CIT Y APPR. i CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CENTEF-L I_NIF CURVE DATA C,•UV-<1B CUF2V_E>QATA FOR t MT. LASSEN COURT < 1 NO.: RADIUS 1 DELTA 1 LENGTH ; TANGENT 1 NO.: RADIUS ; DELTA ; LENGTH 1 TANGENT 1 TRACT NO. 13560 i -______,---_-_-- :====:=x=====x=!zzzzz=zzzzrzzzzrrxxrr:zxx=xrzzr N- (EXlS77NG) NETHERLANDS VIEW LOOP 34 SEE BACKBONE STREET PLANS 34 it P. M. 9192 ah �,34 34 III 34 `' � a � . 6p , f �, t� 17 3 � � � a � � 3�" ' �D� 18 u " 3 c r �s, --- o�P +-T'a ►s 16 h 3 t, _ JIE,rJ -� e'� 1 e 14 13 hV P ;5 23 MVA `foo. tar 15 M , I� I 1. ayP 3 • ( e � r '�• OQ E1 a 3q• l II I oi 28 ,� 5 =24.22 - ". I3�r>B.43SL a� K� 1} p � . os I A p0 h Q _ 36. 10 9 o - - 00 5 y/ 4 10 t,f - -4•"6 P 5114 f ��, 1 11 4 0 20 11 3 M \ �1213 • �,3 ,07 ^ 28. 7' „ 1 Y 6.00 31. 224 � it � 225 4; �. r, N 3 3 BEE ,s m ,� 0 2 t 4 22 � N �,l • h \v X o \ \\\ is 34 34 34 N V 40 0 40 so 1"= 40' scale teat o. 1S CONSTRUCTION NOTES: Oi • 4• AC OVER 4• CAB PER TYPICAL SECTION (SEE GENERAL NOTE 21) O4 4' PCC SIDEWALK PER STD. DWG. NO. 310 & 311 7 STREET NAME SIGN PER STD. DWG. NO. 402 i STREET LIGHT (5800 LUMEN H.P.S.V.) ® i• CURB AND GUTTER PER STD. DWG. NO. 303 (MODIFIED PER DETAIL J) (SEE SHEET 1) ®(ANDER SIDE MILK DRAIN PER STD. PW6P, S07 (MODIFIED 10 2' W/DTN © DRIVE APPROACH PER STD. DWG. 305 Q7� STREET TREE O (TULIP TREE) -15-640 PER r<BEE- Caysr. AVo res lsrsr. /J ���FEssro,MT. LASSEN COUR ROBERT P. KING` .11o. C 041341 4 EXPIRES CIVIL OF LADE QADDED STREET TPE-ES QREVISE DRIVEWAY LOCATION Lor /3 DESCRIPTION OF REVISION DATE CIT Y APPR. i CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CENTEF-L I_NIF CURVE DATA C,•UV-<1B CUF2V_E>QATA FOR MT. LASSEN COURT NO.: RADIUS 1 DELTA 1 LENGTH ; TANGENT 1 NO.: RADIUS ; DELTA ; LENGTH 1 TANGENT 1 TRACT NO. 13560 -------------------- -______,---_-_-- :====:=x=====x=!zzzzz=zzzzrzzzzrrxxrr:zxx=xrzzr 1 91 ; 800.00 ; 5'57'40' ; 83.23: 41.65 1 7 1 60.00 1 36'38'58" ; 38.38 1 19.87 1 1 92 ; 800.00 ; 2'49'22' 1 39.41 1 19.71 1 10 40.00 1 257.22'09. 1 179.68 1 1 APPROVED BY DATE S /� it 1 60.00 1 41'09'34• 43.10 1 22.53 ----; .223 1 818.00 1 1.40'55• ; 24.01 112.01 CITY ENGINEER - R.C.E. 22197 1224 1 782.00 1 1'14'32' 1 16.95 1 8.48 1 DESIGN REOMMENDED 1225 1 818.00 ; 0.53'57' 12.64 1 6.42 1 RJ5 ------------------------------------------------- J= = = _ - = consultants, Inc. DRAWN 1355 E. Cooley Drive•Colton• California 92324 $HELI LM-SAS �711J (714) 825-2127 3 3 of CHECKED R.C.E. NO.O-f/S9/ DRAWING NO. DATE 1/x//7 FILE NO.