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HomeMy WebLinkAbout1219 DRAWING NO. CONTROL NO. 13 Z40 OVERLAY NO. 13B�740 r aY JAIt BDATE BY OTE Release Date 15-17/87 R/r GENERAL NOTES R/R s• S0 1 . ALL WORK SHALL BE DIME IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA B1Z�B7 ANDl51 ENALKtr 23• =s. ►nft:c rTtLtrr A A STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. AND IIRfMAIK AIM? 11DEVALK L3 `2 EASE1fENT 7 s. 1s, T• EAlEMfKT CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE. /O%7 25 �� STANDARDS AND SPECIFICATIONS. � - � I I 1 / s• s• 1 0• I 2. ALL PIPELINES DR SUBSTRUCTURES OF ANY KIND, TEf.EPHONE OR POWER POLES, MATER METERS, 2387 15 88 1.076 t.o% 1 30 29 28 27 26 O 3 \ VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-MAY A112 11 LEVEL LIK-\ I TI 1 Ti I N LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, BEE BACKBONE STREET IM- I RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. PROVEMENT PLANS PM 9192 SEE SHEET -J 3. A PERKIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR 11`72 TYPICAL SECTION Ap 4 - - TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF n-s - - -- WAY. N.T.S. - - T , 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY �� --.-- _T 20 21 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS 19 AND SAND EQUIVALENT OF AGGREGATE BASE. 1 1 8 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL 15 16 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 .1 1 10 - - 7. AT THEA COMPLETION OFTO EPAVING, ATMATERIALSCEMENT OF BASE MREPORTLAND/OR SURFACING. SHABE SUBMITTED TO THE CITY ENGINEER N 1 LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF 14 1 2 2 , 3 ASPHALT PAVING. B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL THE ' SEE S ET NO T 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. Q110-10.0 CPE 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE --- cV CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE A 74 O 8 09- REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 411010. CFS 2 p Z V 10. WORK. SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE Q11111110-12.9 CPS 1 C - - - THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. x,p 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING a w 7 24' \1 - 0 Cm I / = REPLACEMENT IN CONNECTION WITH SEWER AND MATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE \\ INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN 3 �(! COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. T.C. ELEV. CURB LINE \ 114100=11 ��� 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND \ % 6 100 0 100 200 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 1/2' R � 6• 1/2' R4 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. scale feet 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. 5 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 1:4 1/4' LIP TOP OF '� IN PLANS 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED WITH 3 ' OFFSETS AT • C SEE STORM DRA BATTER 6 1/T R PAVEMENT 12.5' INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS. SLOPE PER P.M. 9192 1/4' PER 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET r 1/2 R -� FT. �, AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ' OF SUB-GRADE ELEVATION AND AT -22.511 otA SEE BACKBONE STREET IM- \ NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER PROVEMENT PLANS PM 9192 A�P AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO O V� PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BYINSPECTION PERSONNEL. ..� '0 17 THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS STERILANT REGISTERED BY THE IF 7.51 25.5E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER 'S O 0-3TPFFT 11REE RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. MONOLITHIC 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE FDEVELOPER, 0 6" CURB & GUTTER 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 PER STD. 303 (MODIFIED) INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WOO = i' WORK. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. DETAIL J 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE !' fj0e 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE THAN 10 FEET APART. L' - - - - - -'� � 1 , •r.eln,.� i l , - �- - '� STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 1 /.t �1 t IMra I X12 1 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE , j` -"+ , t 1 PRIVATE ENGINEER ' S NOT_.. C E.__T O ._.0 O N T R A C T O,R LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. _-�• '_"'"`""L; 1 v�RrEs � , ,__-MY'- UNLESS OTHERWISE INDICATED. /scow ``` -•�-� A -_ l'ONSTXI,t� �VDS FD.CST�E�T TX�ES 3. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ` Fcow I. AIL SrZEE7- 7-,e6Es /7/l� To NTC P09CEO /N /9Cev/ZD/�CE 4J/Thr C/ T•y 67-0. &0/. LINE GRADE IS LESS THAK 0.40X. MINIMUM OF 4. a '4'/ � 'r INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL Z ALL ST6EET Tf?EES S/ !C L3E STr°ieGEp /9N0 PGRr`/T�O /9CC_o2p/^Jz- rz$ A_ -i- APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE C/TY STD (.OSA. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 3. Sole FE¢T/L!2//vim fr/V4 CON/J/T/O!v/rvt, Sµ�C1 ,gE /n! �1CGrJ2p/v/veE G.J/Tt� SEcTie1�/ LOCAL DEPRESSION FOR SIDE \` So C&fr l lm WI Purr#" HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE Z/Z-1.Z o� 7ts6 ST)4,.t o.0 2p SpEe//�/C1�T/o�vs Fv� Pr✓�L/c C✓O e�Gs Co�vST2��T/oma/. TVp� PERFORMANCE OF WORK ON THIS PROJECT. oe�/4^!/c So/L r9mCrvr�rY,E/vTS S ►c.L (;E v3E/� c✓lT7� TT/E 2/9770 0`- / P/Q�eT OPENING CATCH BASIN PER STD. 518 (MODIFIED) 00c,AN/L' /qi c-1-4 r-> .•►-: 7a 3 Afr,e-f-5 /l//4T/LSE So/L. 009« 0017-)E/--lomteV7-S /9zE N.T.S. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 77� /5E T7loP000NL� m/QED P2ioe 7a FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO Q. �E2T/�lZAT7u,.! o� At4 aT72EE7- 7-Rz7E3 sAA,-qL: 66- PE2 Tt'!C 2EGOr�-tr+-�E�r��977o�v5 r - W m o F' /'4iv /9 vrz�,ry .e S / 2 v / //•L v Tt7 m o= T REPORTED AND m o F� � S 7a C ,P. _ DETAIL A N SHALL @E RESPONSIBLE FOR DISCREPANCIES NO SD E CONSTRUCTION AND ~O o W S. NO ST2EET THEE SNffGL 6E PL/9,1cTE/� 4/KE"iP_C T7tE G' �-i2 OF r/+E T2L�� /S z r m W RESOLVED. x L00c-C 77�ir9r-1 77LJ2EZ FE�7- 1r� 73 ?7"F Figee_ OF Cv,eB U11J&ES5Uj bTtiE�GJ/Sg /vO�p G , 1. 0.4 INCHES UIILESS OTW NTSE SM ON GENERAL PLAN. 3 < 0 2. POINT A SHALL KSET AT H INCH IELON EXISTING SUTTER GRADE. E_N G_I N E_E R '_SNOTICE T OC O N_T R A C_T O R_ �• Acs Sr,e�a� nems �n2E s�6T��T ro /nIsPECT�o,.! r4.Jo /`1eeE�Ar�CE 4Y TTiE v, s a a: C /T! C--,-16//v Erl2 , O = X.2 W 3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THIS LOCAL < SNCL S 1IEPRESSION ON VERTICAL CURVE SHOWN ON GENERAL PLAN. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 00=m W o SHOWN ON THESE PLANS HERE OBTAINED BY SEARCH OF AVAILA@LE RECORDS. THESE �} H = W LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED I N THE FIELD BY THE W r o 0 x V �I- H Z z z w ESTIMATE O F QUANTITIES CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR < < v m GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAME DUE = a m<w Y INES SHOWN AND ANY OTHER LINES "10 MEASURES TO PROTECT ANY UTILITY L U m -x> (FOR BONDING PURPOSES ONLY) PRECAUTIONARY E IL J J°� NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Uj O •c J v m - W � .Z 1 ozm 1 ITEM DESCRIPTION i I UANTITY 1 UNITS I 0 W 5 N tz=c.zz}zzsrzszrzszsszzr:zrzzssrsssssszsrzssssssssssss+zszszsszzs}srsss:s+ � o to W X 1 1 1 4' AC OVER 4' CAB PER TYPICAL SECTION 1 38,600 1 SF I z mwx<1 1 (SEE GENERAL NOTE 21) i I 1 O a LLV. +------+--------------------------------------- t --------------------------- FZoz > > d$A -up1 4 1 4' PCC SIDEWALK PER STD. DWG. N0. 310 t 311 1 10,103 SF s CONSTRUCTION NOTES: CONTACT THE FOLLOWING AS REQUIRED .-,_ VCr )r m 3 a +------+----------------------------------------------+----------+-------+ 48 HOURS__ PRI O R T O E X .CAV.A T I. O N._e . A oED s e7 SEs t` eEc/gr-F-p /vorEs, /8v !0//0/8B +__-5--+-SPAKDREL-AND_SUTTER-PER-STD_-DWG_-N0� 308 1 -303--1 SF 1 C-147-6-CCon/.SvcT,gnir5, 1Ne. --------+---- }-------+ O1 4' AC OVER 4' CAB PER TYPICAL SECTION S O U T H E R,N C.A L._I F.0 R_N I.A G A S C O_M P..A_N Y. CIT Y 1 6 1 SIDEWALK RAMP PER STD. DWG. N0. 310 i 2 EA 1 -._.- �_ - -- _-.____ .__ - I 1 . "&r,*v $o DESCRIPTION OF REVISION DATE 2191 E. BIRCH ST. APPR. -----_} (SEE GENERAL NOTE 21) BREA, CA 92621 _ Y W 4 4 PCC SIDEWALK PER STD. DWG. NO. 310 lc 311 (714) 529-2889 (714) 529-2070 W 'A �I N=�`�Y � 1 7 1 STREET NAME SIGN PER STD. DWG. N0. 402 1 3 1 EA 1 O ' � SOUTHERN CALIFORNIA ED I SON COM_P-ANY__ =a o¢J + + --------------------------------------------}_-_------- ------- 5 SPANDREL AMD GUTTER PER STD DWG NO 308 .-- _.__._E....__-_-._____ -F..____._._____...�---.._._ _----_.___.__.__.___.-_ __ + + � tip. f CUCAMONGA 1 1J . N a 1 15 I STREET LIGHT (5800 LUMEN H.P.S.V. ) 1 9 EA 1 1351 E. FRANCIS ST. - _--- - - - - - o=IS_ s W +------+----------------------------------------------+----------+-------+ i SIDEWALK RAMP PER STD. DWG. NO. 310 d_z LL o ONTARIO, CA 91761 I►'/G.yL/9N0 At�f TITLE SHEET Q- z -d 20 1 6 CURB AND GUTTER PER STD. DWG. NO. 303 i 1 981 i LF i (714) 986-5861 >�> 1 , 7 STREET NAME SIGN PER STD. DWG. NO. 402 1 I 1 x� < ------------------------------------------------------ -- ---+_(MODIFIED PER DETAIL J) (SEE SHEET1) I 1 1 STREET LIGHT (58Q0 LUMEN H.P.S.V.) CV.0 A M_O N C3_A C O . WATER D I S T R I_C-T_: t pF a o<W ---------------------- -- ----------+----------+-------+ 1k 1� F!/TURE = ��J�=oW 1 25 1 N 9b41 SAN BERNARDIND RD. FOR CONST. LOCAL DEPRESSION PER GTO. BGG. SIB 1 1 1 EA I ® i CURB AND GUTTER PER STD. DWG. NO. 3�3 RANCHO CUCAMONGA, CA 91730 \ STRrM m"I' 0111 #INT PLANS o=Uo== (MODIFIEDPERDETAIL A) (SEE SHEET 1) i ® (MODFED PER DETAIL J) (SEE SHEET i) GENERAL TELEPHONE COMPANY� --------- - - - ----------------------+----------+-------+ _ . _ ` TRACT NO. 13557 34 1 DRIVE APPROACH PER STD. DWG. 305 1 30 i EA 1 CONST. LOCAL DEPRESSION PER STD. DWG. 518 280 S. LOCUST, P.O. BOX 2920 > o o=W 3 +------+---------------------------------------------- ---------- ------- ( OOIFIEO PER DETAIL ) ( EE SHEET ) POMONA CA 91766 + + + _ "'°`�� _ S1 1 CATCH BASIN (SEE STORM DRAIN PLANS 1 1 1 M A S 1 (800) 422-4132 h QaOfESStpN� APPROVED BY DATE /3 ' p; ,,,, 1 P.M. 9192 FOR RETAILS) 1 1 1 EA ( DRIVE APPROACH PER STD. DWG. 305 P A C I F I C HELL COMPANY : ` CITY ENGINEER R.0 E. 2397 W _ _ �'j =o=__� � }------+---------------------- - ------------------ ---------- ------- M DRAIN PLANS ®1 CATCH BASIN (SEE STOR 3939 CORONADO ST. ROBERT P. KING DESIGN =_ _ -- = R.�C�OM F NDEU -- --- ♦ + _ 1F�Soo �� -moo ! _'__ Q ; 79 Smcr r rrcF-PEe 5maT TAPE conra7- Iva TZ S /f��2 ECv�l 3(o ' EA P.M 9192 FOR DETAILS) ANAHEIM, C A 92807 - tz Y W z 9C LVW =J a (714} 499-5639 04134 RJS =- 2W consultants, inc. CC In » u u+ loo<ax= F. Q 7q S7 -cT T2�v- PE-iZ S7xCcT T,eF� METROPOLITAN_ _ WATER D. IS T F2 I__C..T_p__ ==as W` °� Cotisi. n/o 1111 W. SUrISE-T BLVD. (P.O. BOX LOCATION MAP G��% DRAWN 13ss E. Cooley Drive-Colton, California 92324 $REFI = o o N=z 3 ti�o w >Zrs f/FQ F�/_ EXPIRES J toy000= QO rvc/P TzEE (15-&A _/-7 Er'I LDS ANGELES, CA 90054 LM-SAS c/,a) e2s-2,27 o¢o W> (213) 250-6432 CONTACT PERSON: ART K INOOP NOT TO SCALE JJ CIVIL OF 3 U z cd �IFUf CAL1�©�� CHECKED R.C.E. N0. C /.34 DRAWING NO. O {+r„Eer�+4,v Swe�-r Gvr+t (ISGn�) /9&,A3/3o/t7 DATE FILE NO. L L 1.9 DRAWING NO - 39 ' - RP - zN - CONTROL NO. //G 216 uJ OVERLAY NO. Ilk 71& W B• DATE B, DATE By OAT( Release Date c ra .n�/,V7A N O.v ,LADE .� 30!87 vARr .F / x . � , v � FF' V/1�P v C f / tt VAR fF <= o,s/ 1 BENCH MARK: NO. 140 P FL GRRDf ft CBwvC 03 Y. ! # Z 87 5�1.l7' yc _ B : -�, /• GE OVER ROUND HEAD NAIL ON BRIDGE WALKWAY, l alZ tXISTING SRU17N0,ii l r 6.5' WEST OF EAST END OF GRID �� io/g7 Pvr: �e.89 p }O,ze ISG 4 E. DAY FLOOD CONTROL CHANNEL, SOUTH SIDE ►vr = 74.30 vc a f !3 c �Vci '^ / 4 c>r' r -� Pvr=71.31 ovz_ 7ya o . ^ I OF HIGHLAND AVENUE. I a, -- i'' ELEV. - 1485.617 Z/3/B7 --1 4 �I= tp t t 65t16 ro`✓c X I ST I lt6 dROt�ND ! i/M 3.ti � � int A: H00000p, 4 AV oz �l .. � ..... _ .,_.� _..,_.-.. - �..� ,_ ..... ..,_ _m. ,.-.. .�_,.__ _. _._ ,.. _. �.... _..W. _,..._ __. _..,. ., bl��� i` -1580 L \ * ti _ n . �[ . ... _..._, 8 -T ._,.� _ #575 LT3:85:h � _ .. �', � lb DE 0Sk j Bd' VC. f y'21;f io F IN I SN G i i Ll r �� O Y°'( f t t b 2 PVI 81-36 ! o:�► -EX Q 9.G 4 , Q f } E Q ^ IK I SY 1Nt t o 2 t�L i i F v PVI. 77. m � v v o h 74.E c 3.40 Pvr= 7/.07 lE y . I -41511 -C/ p -c/t r, w a o E%ISTI SROtiN R✓ I04 > 37 PIR. 5e" vt FINISH GRADE CILoz , 1 € tXI�TitQG 6ROtJND 4t R/M . �' # P✓sc77•?+ Pvt= sa W. a�7/ v a + 1 77,/0 ♦v h.-• -� y0, L 3t9.3B; �- L= 6i 57 f•ruc , P✓r= 7141 1 KI ?Lk W t� � _ I PVI ► 7So �' �' �' 4 � / M i _. �_ �.. - #5 tT _.�._, w_. , :_ - . .. . _ - , ikj 580 RT �5 -R Y- t -�INI SH GOADS 3 TC `R1 ! 0,6(•• aoc i t . o FI H GRADE i I L R I GHZ •� fd. /.�5 } r s6 N I�5 > _ #r�a,+�l P �^' , �ri!x _ > I o sE ,�, f Pcq s Fo,2 G8 DEr../c -8UT ! j ti 1 --0"( R TSR t [ � [ - U C : i : - i : �• - - _ - _ _ PROFIL4. SCALE: a 1 e ^ 1 HO'RIZ. €1 - 4 o _ i �•�� ,x ,t VERT, 1'- � 4- < N 10 11 12 13 14 d 10 11 8NSTRUCTION NOTES: �I (EXISTING) 40 0 40 80 Ui 4, AC OVER 49 CAB PER TYPICAL SECTION )rr= 40E SEE GENERAL NOTE n al����► c���T ( ) � scale feet MT. SHMAN VIEW LOOP 34 COURT 4 4 PCC SIDEWALK PER STD. DWG. N0. 310 Z 311 SEE BACKBONE STREET PLAINS �,�. 3' 5 SPANDREL AND GUTTER PER STD. DWG. NO. 306 .� U K SEE LEFT P.M. 9192 %71 34 34 ,y � 34 34 �t "� 34 3 7 i SIDEWALK RAMP PER STD. DWG. NO. 310 STREET NAME SIGN PER STD. DWG. NO. 402 El 10 ti o• �► �ft__ 19 ��x P� G.�1\y ' £ v ® STREET LIGHT (SON LUMEN H.P.S.V.) Q ` 3p' ` x� �„\ ,, a ; j �s56• 3 co i' CURB AND GUTTER PER STD. DWG. NO. 303 �.� � 3 h n 11 �� , E �``9 zS' l5 N $3 ��V o yZ� r, 14 �`i v >1,3 p 12 � ,� - - - > c�� � 13 (MODIFWD PER DETAIL J) (SEE SHEET 1) H 'W 2 11 I 1 V -� h 3 f`l V •1 4 E\ N V h ♦ v W J w q9 G t, `_�T. .S \ /� ♦ 1 �1' y d \ (/ J (i1 _ Z z . � e- i � s _ 00 � F � > R �I V C, = �Z cu" ° r' �� ��• t ►.:25• �^' � , `� w �s b 1 � S• R °' S �0 S o s Er x g 10 U 51 � >��;, � 1= ii� . i p :65.8 ' ► 7RM. e,�l 11 s A_ , szoo L zo.oo -- SI 13 . P� •°' �:s7. _, ti 6 .56 r s fA ,u O= a rF ° 4 s�3. c s7 h T/.OS tL = x w iFl „ r� `� - i - - - ��__ ..� � .a sa� >. •/ . 1� •7y 1 L' LV a DQA/NRLE - 7 l� Z z i w> 7sf, a.9oJ l 61 rpo \12S 6s Y ^�� 9 '�/ ti v �� 15. -ERs�/r7ENr �j y F�. �b.t'► - ® CONST. LOCAL DEPRESSION PER STD. DWG. 51t 12 = a 0 c f " "s - 10 1 s c >�1 ^b• / v �� �,, 1 6 1�' M 9 F (MODIFWD PER DETAIL A) (SEE SHEET 1) V o= 7. ? - y� �6 ^b' a Q� Q SF-E s rokof d,e,,/N nt,�u5 15-- v �� RR _ s ' S ti p b < '• �-'il' .>s y, DRIVE APPROACH PER STD. DWG. 305 E1 0 8 7 N ti 4 tiT _ .r J' I 1 v : h p m. �,9 z o/c D ,n �.�y� 6 s W ,� 29 ' •� 1 2 � O W m�a /�. 11 �� t=33. 9 - 1�' ►'� Q J ij c s .c r W <-:z J a < _�0 34 0 • ' P o w= \, �� o CATCH BASIN (SEE STORM DRAIN PLANS ry E N m ! 1} �� - .43 QcR �,. L-44. E,U h�� / ` I oi, 6 oc Z Z ! Fo �fd� QO i B c P.M. 9142 FOR DETAILS) o s N N - _ , s TC O c = xu a a � / 1 � L-4 7-. I3 L-, 0.01 L ,. � � �• < 5 .0 / !� '• L•'�0.� Y � 1 I 7q St2EET 7YEE ( TULIP TREE) -/SGf+� = 1t- I * c o ! t > O w� D M � �- LL 15 „M' � � Eti � 1 I- P N .6 // 'P �Arcll CINE `� �. ^�� /L I v L- o - o i ` 1 ? > y l�E� Ts�E Cones T. �t/ores (ss�T. l� (� IZ P /S S OD fT 2 - i 0 � / :� /1 y tt• ori : -A 15 ( ,i `tip 'E ,/ � it f� 2 T n o � ' 3 � � 8 �14 - / 40, I 3 o 03 V " I' k v s 3 7 �' • DESCRIPTION OF REVISION DATE CITY +? 7 �, Z o g �� APPR. 34 v 1 ¢ oWy CITY OF RANCHO CUCAMONGA SEE RIGHT ° �Q��� ado � moPLAN AND PROFILE MT. PINOS (� o - - C___ U-11 Et ( ' t-.1t-1VE FOR �~ COURT O o J J W ♦- H w V<t V a z-x � ¢�yJW ----+--------- ------------ --------- ---------+ z MT SH�R11lIAN COURT do NO. . RADIUS � DELTA LENGTH TANGENT I `_ � ' ---- ' ---------' ------------'--------- '--------- � MT. PINOS COURT = = d- 000=� =W 6 60. 00 51 ' 16 '06" 53.69 28. 79 ., MT. SHERMAN COURT ��� M PINOS COURT 40. 00 254.32 54" i 77. 71 TRACT NO 13557 �-:r t•>I t r -r <111 .. I tVf C t IF , r r���� r 4F,B 7 ��pfE T 8 60. 00 30'01 "O1 " � 31 . 4�� 16.09 ; y ;W 9 60. 00 36 38'59" 38. 38 19.87 --- -- --- -- --- -------- --------- --------- _ _ _ APPROVED BY DATE U¢a� ROBERT P. KING CITY ENGINEER R.C.E. 22397 O 10 I 40. 00 257.22 '09" 179.68 LL' h=¢o3 w , , i , NO. , RADIUS DELTA LENGTH TANGENT , _______-____-- , -_------- ' ----____- ' 11 60.00 41 '09 '34" t 43. 10 22. 53 Z _ , 42 20.00 ; 87.24 '04' 30.51 19. 1 1 •C 04134 DESIGN =_ _ -- = RECOMM LADE D .,0 800. 00 13 12 40 184. 46 92. 64 , _ _- f =`W"W¢= u , : 189 818.00 9'22 '51 " 133.93 67. 11 6/�/9/ or ' 190 168.00 6.44 ' 1_'," 19.75 9.89 t * txPIRES RJS ==_ = == consultants, inc. , ¢=sw o W= o , 51 800. 00 9626"33" 131 .84 66. 0, - _ 52 1.,0. 00 26 13 'O7 68. 64 34. 93 , , , r 7.3� 7" , , , , 22*3 3" , 7t: , 1 91 , 818.00 , JJ,S� , 36.61 , 18. 31 , CIVIC ! DRAWN 1355 E. Cooley Drive•Colton, California 92324 sf{EE I ¢_`� . -J w 97 800. 00 �4 ' 1 316. 30 160. �., , CD , , , • , _ �s �_; , 192 782.04 16 35 05 226. 36 113.97 r•� �� LM-SAS (714> 925 2127 �`s0000N a ' ----' -------- - -- ------ ' --- - -- ' ------- -- ' --------------+------------*---------+---------� Of CAI���� 2 OF 3 s R.C.E. N0. -tuy s =oCZ W o W s o: CHECKED � DRAWING LA0. CL J CR O Cn tIl t S U•¢l DATE •7/79'0 7 FILE NO. I Z 19 DRAWING NO. 38 / - IPP- .2S- CONTROL NO. r cu 1 OVERLAY NO. /17 zz7 W B, DATEBy DATf By DATf Release Date BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, f,411 6.5' WEST OF EAST END OF BRIDGE OVER .. P°r•1sw < DAY FLOOD CONTROL CHANNEL, SOUTH SIDE 0/87 I f ! o OF HIGHLAND AVENUE. { s, r► s -. ELEV. - 1485.617 /2/3 8 7 W Pvr =_V,73 D - < ` fX? AIIiTFf i!! 1tW t / • V V O ZS S 8 ti V 1595 E { , 5 IT ' F1 PDE TC LEa' PINI SH Gk . _ < f ow v4 4 WO-4 75 {{jjj3 jjE { f PVX ?2.71 - QCf < � Q • E EX I St I NCi I�Ol� U/L t E I 1 - 41 JIM I 14t ONN N (� F 3 Q I E I - 3 t f � >, 0 _C/t. M { E 'fi v , *a e� � � I 1 In � _ ! �--- .r w 1�9 _ --- - - Q,Sb GNASH Gm Of C/L i i . F a _ �� �•� A _ z JL �Q' 1# -,z;t 3 � < < , 30 YC , 4 PVT I 1. 3 { ;9 >� 4 I < E14ISlf IN$ 6i4lf#FD ! RIF N Zk Alf Oat > , < v F < . ..1595 Air LGW', . _ � w.__�_,� .E.c � ���� RT FINISH DE 4 { { O E . n f I PROFS SCALE 2 I > 3 s < { < { < i 10 11 12 13 14 15 CONSTRUCTION NOTES: Oi 49 AC OVER 4" CAB PER TYPICAL SECTION (M GENERAL NOTE 21) 34 34 34 4 49 KC SIDEWALK PER STD. DWI. 00. 310 i 311 34 34 7 STREET NAME SIGN PER STD. DWG. NO. 402 I �I STREET LIGHT MOO LUMEN H.P.S.V.) S* CURB AND GUTTER PER STD. DWG. 00.34 30e v34 %tib (MOMED PER DETAIL J) (SEE SHIFT i) �. vI o I � � ES � . 3 � F S . . N 23 Qa N N Z of e oar I II 3O ti a p 3 o �3' z0� 22 v"I 15 DRfYE APPROACH PER STD. MG. o 3 0� A o > II I * 29 5 .o `�' 24 / E /I CGS b� E 79 STQEE7 TREE 9 [AMERICAN SWEET SUM) -/s GAC, W N� Er'��-ter I II �� \ 27 2� 3 Q o q!6� f �i �40/2�' i xp� Q1 ��` �� O PE.Z r9676 CoO. NoTES (SHT.I) _ h zj a 3 U. �•% !' l� I 4 .7S R -• i s `� D V i. r `� �" �� -� � 14,- � � N 1� � p 3 o `rr o�� �� < + w p t g0 V V o ti ff m �, 23 1 P ROBERT 04IKIpG f r T I O W M1 J c \ h O CQ O � i p Z W `�'� tr,,, •15 l= 1 n 3 a r1 v o ?0 9 a S 0 Sg,4 j n ti .01 ,^ 22,12 L=38.25 \ f "38•'1 A'�. 1F,, Q� EXPIRES 28.Bg v n 60 A9 v '<o F 9, ��i��� L=44. 50 L=3 . 43 23'04 _ - ---1 �►�uc ° �� O��`! Z w> S� Sb• '`? -- 3 1'` q '_.._ • _ _ - IN o� ,a i 14a �V 9yj 3 95.57 rC. OF L • 55 96 CA Z m N 68 _ ►. U oU.=; 11 s \4� 5� ���h �3b0 1 A��` - �A\ _ 4 13 h 105 2� / fit. -- \ 8? = oo w 95. 0 ��. o 0 5 !9T �' ,� 195 •8,, ;, m J oc ` '1 IAeI E q 12 _ Nb •3b'S , N88• p � � a 1 �l � 4 V 4 o i� CE-NTFt_-tl__ I NF CUFcVE DATA mw N N : `g ` g�i=21 �3��' 20 194 54 a'tiA W o 5 ,�^,� f� i3�6 4g, 4b =41 . bl q4 ---- --------- ------------ --------- --------- ' 4 , W za'^ - - " 41j bU. UO 3�. 0 I NO. ! RADIUS I DELTA 1 ' (� _ x C, I r a0' ,, BC,Q 38, r 0 a ti 1 E • LENGTH TANGENT �- U.w 4 L_' ,1 '' - '---- '--------- ' ------------'---------' -------' � W w o V � 41 rn � 50 $ �� F---- F--------- F ------------1---------1__------- F t m ,,3 1 150.00 F 18 4., 09 1 49.09 24. 77 F 41 Z _ = 9C ' 1' �j q ti J I �+ , a��4� ! 54 ! 300.00 ! 17'29 ' 1 1 " ! 91.56 ! 46. 14 1 > > P N '" 15 " m 3 4 19 20 0` .o+� ! 55 1 ■ 1 1 1 150.00 1 19 04 ' lb 1 49.93 1 25. 20 1 tW I * --------- k ti •, � �. '� �' ~ � W 16 17 m 8 ` �. " 21 1 1 1 1 CITY DESCRIPTION OF REVISION DATE APPR. v v 3 4 3 CITY OF RANCHO CUCAMONGA oz�m¢ fl 1 �l i O M U V v 0 34 34 � � \ N � � � CIJf�H CURVE _ _BATA_ N>>p t- zJ�_" J �;� 34 34 ' NO. ! RADIUS 1 DELTA 1 LENGTH 1 TANGENT ! o SIE ' ST PLAN AND PROFILE ���=o�d l zxxx l:x=xxzzxz l zzz=zzzzzsxz l zzzzzzzzz!:zzzxzzzz l 1- << VIEW LOOP ! 12 1 40.00 ! 235'Sb'34" ! 164.72 ! ! FOR 1 1 . ■ 1 1 1 � oN�o�� SEE BACKBONE STREET PRANKS 1 13 1 60.00 1 55056'39' 58.58 1 31.87 MT WAVERLY COURT z5FnE-'W 1193 !JIM 92 132.00 ! 16.33'50" ! 38. 1b ! 19.21 ! • W P. 194 1 318.00 1 17 24' 11 1 47.05 1 48.91 1 O o i¢a¢z � 5�y=>�- I ! TRACT NO 13557 � �W=o 40 0 40 i0 1 1 1 1 1 1 195 1 132.00 14 04' 16 1 43.94 22. 17 MT. WAVERLY COURT 1196 1 168.00 1 14.04 ' 16■ 1 55.42 1 28.22 1 W~ o~ 1197 1 282.00 1 17 29' 11 1 86.07 1 43.37 1 - 1 198 1 160.00 1 17.26 '56■ ! 51. 16 1 25.78 1 APPROVED BY DATE o=Wo¢ � stole feet }____}_________}____________}---------}----____-} CITY ENGINEER R.C.E. 2357 z DESIGN =_ = RECOMME DED RJS � h z o 11 -- - - - ' consultants Inc. CC VE n4 = a DRAWN 1355 E. Cooley Drive.Colfon, California 92324 SHEET O oo�o=V •WO LM_S 714I e25-2127 at �0003:3roo � 3 OF 3 «opo=�= � zd CHECKED R.C.E. MO.��/Sq/ DRAWING NO. U =O DATE Y/37-0�,f7 FILE NO. I Z 9