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HomeMy WebLinkAbout1229 B.M. NO. 21 ELEV. 1242.346 CHIZ "0" AT CURB RETURN ON TRYON ST., NWC TRYON AND ARCHIBALD rx "Cj BASE LINE ROAD t , COUNTY OF SAN BERNARDINO , CALI FORN I A GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE w CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD w > SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION - CURRENT EDITION. > Q CONTRACTOR SHALI. BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR Q CHURCH STREET ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. Q' 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 WI7'71IN THE RIGHT-OF-WAY LIMITS OR IN \G O ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE C.\ Z Q REMOVED, RELOCATED OR PROTFCT.FD IN PLACE AS REQUIRED AT NO COST QP Z m TO THE: CITY OF RANCHO CUCAMONGA. J O = 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL J >_ L) A' FAMILIARI7E HIMSELF WITH THE SITE AND SHALL BE SOLELY W TRYON Q STREET Q N RESPONSIBLE FOR ANY DAMAGE. TO EXISTING FACILITIES RESULTING �1 = J DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT 4Q- SUCH FACILITIES ARE SHOWN ON THESE PLANS. SAN BERNARDI NO ROAD 4. 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. FOOTHILL BLVD. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF iPAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT WCONSTRUCTION NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL PLANS FTHE Q CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY 0PAVING. LTERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO cr Q 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, r COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE W PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A Z 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. VICINITY MAP8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE PA0 NOm 13 76 SUBMITTED TO THE CITY ENGINEER. LISTING ALL. TESTS OR _ 1 DETERMINATIONS COMPLFTFD TO VERIFY STABILITY OIL. CONTENT AND A107 TO SCALE GRADATION OF ASPHALT PAVING. ON OF AN PAVING MATERIALS REP 9. PRIOR TO INSTALLATION Y A R ORT SHALL FRTEY. STEVE ANAi.YSIS AND SAND r. -IMPPtOVFr Fr P L A N _ BE SUBMITTED TO THF CITY ENGINEER LISTING ALL TESTS OR T l DETFRMTNAT,nNS COMrpiFTF'D Tp V C1c EQUIVAI.FNT OF AGGRFGATF BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIORS (PRIOR TO FINAL PLAN APPROVAL) . 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 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 A QUALITY BETTER THAN THE NATIVE MATERIAL. ESTIMATE OF QUANTITIES CONSTRUCTION NOTES 12. IF THE ALPHALT 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. BF. UNIFORMLY APPLIED AT THF. MANUFACTURER'S IT ET' DESCRIPTION QUAlLITY UNIT REMARKS P.C.C. CONSTRUCT 4" A.C. OVER 4" C.A.B. RF,COMMMFNDFD RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. " . ' N , Ar, 1O, 048 O2 CONSTRUCT 3" A.C. OVER 4" C.A.B. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR ;'Riir; 3" Ac Dn -F, 5f, 339 } THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE /7 /n /9 O3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (PER CITY STD. DWG. HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 14 ZO 3. ~. . :R' c" 3" P 'PRFs � 24" .;L':';k:R 3425 Lh PEK IiY 4c. 3O3 NO, 303) SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS X587 } vLK v - i08 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SyEf il/O S t� �¢� 6 Z O CONSTRUCT P.C.C. CROSS CUTTER (PER CTTY STD. DWG. NO. 108) SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1--._.< _. )N__•Rt _: v' p�. Ii�F1rA:n �} -'E v! i�;; _:1 DRI','IVAY APP'i:A,7i GJZLj2 Sf LK Xi. U CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. N0. 31: E310) 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 --+ MAS} TY -- ------ _ y t n, F AND 402 SHALI. BF. CONSTRUCTED AT EACH INTERSECTION. RtvE- c..�N kir ,�,}h. }.a,K 8A, ..A •FN ti vc'. 31 ; O6 CONSTRUCT LOCAL DEPRESSION (PER CI 5 TY STD. DWG. NO. 18, CASE B) .Kt L,x.Ai Dfllk . ,'YN :FA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM IVAI "xFr - - 2Z " : O7 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 9. . vat �,. � � .:� . . �{ t DISCOVERED DURING CONSTRUCTION• UPON REQUEST THE REQUIRED J i0. IN;;_Al: C:"ti IHAI':IN Y.EI% O8 CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. N0. 310) PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY w 34 35 3G 37 AND STkE-I %kMl SI(li Q EA PER CITY STD NO. 402 Og SAW CUT AND BEHOVE EXISTING A.C. PAVEMENT ENGINEER FOR APPROVAL. � 11. IN: .A1J C(>t�',?`7A:IlON SIkFF" 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, w /2 O 73 AND STOP SIGN 3 EA PER CITY STD N0. 402 10 INSTALL STREET NAME SIGN (PER CITY STD. DWG. N0. 401) HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE 12. TEXT`RA.RY &ARRICADE O FA Pf:K 40+ SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 11 INSTALL COMBINATION YIELD .AND STREET NAME SIGN (PER CITY STD. Q 13. PA N, :FNP _}Yl INF G /95 LF P'1< 4") DWG. NO. 402) 17. CONTACT AL1. UTTL.ITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO 3.3 24 14. PA.^ll -ill-J, LiNI S L.F;';�xc 2 FA EXCAVATION. (800) 422 4133 32 3/ _0 12 INSTALL COMBINATION STOP 6 STREET NAME SIGN (PER CITY STD. DWG. b 15. RFn%l EDS:=. :N; wIx11',X* O NO. 402) 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRFTE ROADWAY aE 16. INSiAIJ / PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY Sf/EET ¢ 5800 LUKEN (BY cnl*RS) 1,5 '��p FA 13 CONSTRUCT BARRICADE (PER CITY STD. DWG. NO. 404) LATERALS WITHIN THE ROADWAY HAVE: BEEN INSTALLED. ALL ON-SITE Z Q i PLA^ri :T FF: Nr.71 INCi:1I1E1> T IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND _ 7S 14 PAINT CEN ERLINF MARKING - NORMAL BROKEN YELLOW LINE WTTH TYPE ROADWAY IMPROVEMENTS .ARE REMOVED AND REPLACED AT THE DIRECTION MERI&A IN L")SCAPF PLANS) /0.3 EA PER CITY STD NO.Gmj, D REFLECTORS (PER CITY STD. DWG. NO. 407) _ _ �}�E _ � OF THE CITY ENGINEER. J ro � 18. (S)NS:KUCI UNI)Ek SILDFUkIK DRAIN 3 LF PFR CITY ;i'.) 1). , J -- 15 PAINT STOP LINE SOLID WHITE 12" ACROSS HALF OF PAVEMENT, 19. IN:'!.Ail 'wARNI% Si(TI EA PARALLEL TO CROSSWALK LINE: WITH LETTERS "STOP" 8 FT. HEIGHT ?` �O. AC PA'�`F"? t: RFw�nAL 6OZ4 QF (PER STATE OF CALIFORNIA SPECIFICATIONS) uj REMOVE EXISTING BARRICADE EA 17 INSTALL STREET LIGHTS 5800 L HPSV (BY OTHERS) W 2' 22. CURB REMOVAL (pZB LF !? 7 23. INSTALL SLUM PSTONE RET.WALL X035 LF PER DETAIL'A' ON SHT. 18 PLANT TREES IN STREET R/W (PER CITY STD. DWG. N0. 604 1603) 19 CONSTRUCT UNDER SIDEWALK DRAIN (PER CITY STD. DWG. NC. 507) 2 3 20 INSTALL EQUESTRIAN CROSSING (PER CITY STD. DWG. NO. W-45) c» ¢ 5 G 7 �- G .rzly LocATio�vs Y 22. REMOVE EXISTING CURB 0 �E(/ Sr LjIE p,Q�(/EGtiAY Qv�l.vrir�Es 14,(UGeIS g_�„ CITY 23 INSTALL SLUMPSTONE RETAINING WALL PER DETAIL 'A� ON SHEET T DESCRIPTION OF REVISION DATE APPROYTrD TRYON -- -------- -- p __ 24 RUGT UNG�R 91DI5.WAL.K V;ZAr J r✓F ® SHEET A10 3 STREET CoNrjT INDF. X . 0 DRAWING .F71CITY 57aNDaRG Dw1;. � So7a.- CITYOr- RANCHO}f10 UA SHEET NO. DESCRIPTION TRACT 13476 SITE PLAN 1 -------- TITLE SHEET 2 ---- TYPICAL SECTIONS ITLE H F E T 1 100' 3 - -- - ---- PLAN & PROFILE - TRYON ST. KIRKWOOD AVE. APPROVED BY: DATE: Q 4 -------- PLAN 8k PROFILE - AMERICA DRIVE - ' CITY ENGINEER RC.E N0.?-2 397 5 -------- PLAN a PROFILE - MAJESTY DRIVE DESIGN PREF N 1 HE OFF ICE OF REC"MMENDEL, 6 ------- PLAN a PROFILE - CENTENNIAL PLACE - WILLIAMS PROPERTY PATRIOT PLACE DRAWN - � CONSULTANTS INC. SHE E T 7 -- --- PLAN - HELLMAN AVE . 265 N. SAN GAB 110 BLVD. OF "sAu� " IEPASADENA CA. 91107 � 7 CHECKED (818)79516723 DRAWING NO - R.0 E. NO_ - � DATE 1Z• �.__ FILE NO k R/w R/w R/w RSH/ Oo' 30" 30' -30' 30 ' f2' /6, 1B " /Z' /Z ' 18 1.5' Z ' Z' 1.5 O.5 11.5 Z' 41 SAWCUr * REMOVE Z, 1 f 5 EX/ST CURB A•C. ¢ n t/AR/ES 0.Zo I.IME — �T._• T LEVEL LINE q .•:. 9 - � i� Co�t/sr. 4 MiN. a.c. P�nf r. COA157'RUC T 3"M/N. A.C. PAVEMEiV T OVER 41, 14.9. OVER 4" A. B. CONST. P.e.c. CURB GUTTER CONST. P.C.C. CURB &IrrER (8 C.F.C.F.) PER STD. DN/6. 30,3 (8 ) PEEP STD. OW6. 303 COAST. R-C.C. 5/D-,-WALK CONST. P.C.C. S/DEWW K PER PER SrD DWG. _71/ STD. DW6. 3// TYPICAL SECTION TRYON STREET TYPICAL INTERIOR STREET SECTION TRAFF�c INDEX = .S KI RKWOOD AVE . PATRIOT PL. R- 70 AMERICA DR. MAJESTY DR. CENTENNIAL PL . TR4FF/C INDEX = .5 R= 70 DESCRIPTION OF REVISION OAT[ CITY APPROVED CITY OF RANCHO CUCAMONGA TRACT 13476 TYPICAL SECTIONS APPROVED BY: DATE: / CITY ENGINEER R.C.E. e2.397 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED WILLIAMS PROPERTY DRAWN CONSULTANTS INC. SHEET 265 N. SAN GABRIEL BLVD. PASADENA CA. 91107 2 OF 7 CHECKED , {818)795 51123 DRAWG NO hl R.C.E. NO /�IN DATE FILE 000 O V� tib» O _ o a o o d o B.M. N0. 21 ELEV. 1242.346 CHIZ D AT CURB RET. ON TRYON ST. M a �► TOP OF N N a N w ---w —. _—.— ____w `. r ` EX. GfTO UND u u Q 0 0 Qj ,t/L y CURB -- -- — N L Y R/+t/ o — R- 0 Rr D 404 o R- a 4p4°° — NWC TR AND ARCH i B ALD Q, N -- e R- 0.404'0 ^ o 'P \ R=0.404% R= 0.40 0 ° ►• In ° ^ �o - - 0.4,U4 / H � O o-, - R O 0 b -o- o to o a o o ^ so vc 12 40 � d h h � � �9 � ►� � ap v a o ^ d a d d0 A Q a V �f �� b O /4 /4 A/4 /4 / / / 14 14 h �` �. a O ^ m 4 4 50' vC ✓ U W i ^ � O O IZ4/77 M h v ti W � � ti � V• � V v , P/ � � ti b OC OC op c v� •, ti w �' 53.63 43.45,OC. �' 4f.37�O:G. EX/5GROUND 123 5 O. y C - vw,Ly, RIW 1245o � � w a JA14 \ �� IA I /� g 0 E TO O P F W L Y C URB s� { * -� a1 N r` .. oc g ,� . . . 1240 O `� ? •: Na O o ti d 5 no Q 0c 41. Q a/4 Al -Yl6rnosNED O .C./4 . - 4 r O \. O � � M ? �• ? � Olid 04 M r 0 �� h ti) a0 3 o a 1245 1240 0 ti ti ti o � o � ^ o o � v h 7 � �. i Iri ", ^ �' F/i1//SHED Sd,4Fi�CE �' ,Q 0.73'y. H p 4 V�j h ^ 9� W w ° 0.855/o N b '' \ ► O h O h O M A► ^ n 1 n O ' n II , z 3 _ � ti ti 1240 235 � ,� � � ° �e� ,.-- }} y rolo of A-xisriw6 &LY CUPB i bl Iz4/.s7 EX. �RouN� e h 0 / f Y — O M — L /W ti , 1240 . — E y y— a 1245 ti ti TOP OF E'L Y CL/RB _.--. •_ W � � � N � w � ~ • ~ .f"� jj.858 la m O _°- N NIDI d d A d N OC f 1235 /4 /4 /4 /4 1 _ 12 40 i O v t a 4/4 '/4 1/4 '414 N 4o CZ } f I PROF/LE SCALE z 4/.37 O NOR/z. !"=40 OC " I vER T 1 1 0 2+00 3 0 F I t00 2+00 3+00 4t00 5t00 6t00 7+00 8t00 0+00 +0 +O PLAN SCALE ON KIRKWOOD AVE. 1 W SCALE: J"-40' SEE PAGE ¢ �� TRYON STREET AMERICA DR. II 111 7 . 7 30" 3O 7 7 ' O I II I II I k- 3 S o� j II I II ? Q , . i ISI I II � II , o ,� � I I � II I W _ 0 4 �- 1131 I --1 � �'`� 0� � I U 1 0 2 3 �J I I g I I 4 5 6 0 p7 � o I e�• N I co 5 w � Q A�A I •. . �� 8 � - —� �33�1f-- S B�O.a7' ro9.4/ Z A I g B 69.1233.00 83.3/1 - - - - - �I. I ,�L N.00°08'00"w. �ti ilk "V i I I �� ... ... � _ _ � o � 2 II - -- -- _ `-- - - - - -- - ---- - - ----- --.. - _ — I --- - - -- - - = M. �. -- � - - -- - --- - - � - O —-�• 1�-� — - — (!739.99 FL� —� -c—... ,x Sr 2 6 - - 3 �` , ,Zq 8 A \2 aS N.87°55'27"W 6 __ 7 ✓OiN ✓Oi v � \� ✓O/N � � O t' L /2 0.5 F5 � 5 II 17 O 3 — 2� 9 ^� --— I � AZO f 7 —— 22 (o Lo/ti —- �.G. I %>, � �2 RIO VE — - — — -- M -W---- — — — 1 I 3 — I o I I �y �� I I EX/ST/N4 /MPRD�/EMENTS � I f � 0 yy 4 29 0 0 I PE/R TiP,4CT N0 737/ �' I A0 (p 6 � ° I I y I � 0 �ti i o Z I � �° � a �• I I I I I p a N PAGE 4 o � I II � III i � oa Iii IKIRKWOODo I 5 1 a AVE . 33" 33' a a0 125" 251 1 I ZS t I fl 0 0 0 x I ro 5 1 x0 I 5 0 s e e- sT zWY � A ,�r o , I � I Q A 5 BU ,4,y�,eicA Z¢AUG� I I 8 HELLMAN AVE. KIRKWOO DCT. ONYX 5T• DESCRIPTION OF REVISION DATE CITY APPROVED C ,usrRaCTioN /t/OTES CITY OF RANCHO CUCAMONGA NO CONsr 0. 4C OVER 4"L.A.B. TRACT 13476 O CONST. 3"AC O1/EA" 4" C A.B. Q CONST. 6' PCC C11RO W1771 z4"GUTTER PER STD. DW6. .303) PLAN a PROFILE CURVE DATA TRYON STREET- ® CoNsr PCC 5PA&,oee4L sf CROSS GUTTER /'PEQ 5;ro IDWG 309> TRY 0 N ST R E E T �r COAISr. 4" PCC 'r1DFW,4LK (PEEP STD. DW6. 3ff) � p R L T 0 COAISr DRIVEWAY APPROACH (PE'R STD. DW6. 30S; ,q 92°f2"33"' z7oo. 43.46 49.06' Q KI RKWOOD AVENUE '47' 7" 27.00' 41.37 ' 25.9 CONST. WHEEL CWhe RAMP (PER STD. DW6. 3fO) APPROVED BY: DATE: B 87 z 8 B 9 SAW Cur AND REMOvE EXisr. 4e PAlvEME,dT' CITY ENGINEER _ - RCE. N6.22.-I97 CALE IH�•¢O S INSTALL `STREET L/6f1TS 00 P yrs/ DESI N PREPARED IN THE OFFICE OF RECOMMENDED l7 WILLIAMS PROPERTY ZZ REMOVE Ex/sr• CURB DRAWN CONSULTANTS INC. SHEET 265 N. SAN GABRIEL BLVD. l2 INSTAL[. COMB/NATION STOP k STREETMAAlIE G/GAI s �'44AIDV PASADENA CA. 91107 5—OF 7 (PER C/rY STD. DAla. 402 ) CHECKED (818)795-5162 DRAWING N0. /tJ PAINT STOP GINE 50[./d IWAIIrE A? "ACPO5.5 AlALF OF PAVEMENT PA RA1.1-El- - ATE 87 R.C.E. NO X6723 7V CROSSWALK L/NE.' W/TN LE77TR5"57no, BFT. !lT(PER 67ATE OIFCALIf. REQU/REMfVrS, DATE �Z �+� FILE NO G� v L- E B.M. NO. 21 ELEV.= 1242.346 i �57. Z0 CHIZ "�" AT CURB RET. ON TRYON ST. I iii { kr NWC TRYON AND ARCHIBALD t I 39.7Z' � f 2 C , 0. . 4 75.00' VG • P/ 104,3-e7 s D. i w b• n <. 1250 1250 < - Al 4 d 4~ o 'Z / v e a aq ep s 70 OFA/L Y CURB Ri 1245 a 245'1/ � h 661.2t' O.C. O g o v I 1% IrS V ' � P/ = z 5. 70 w EX/5T c$ OUA/0 3'O. ��, --� r !250 � �. W ,� e � 7l.9 c. � w ti X250 ,, _ r \ R �` �i cp 45 ✓.G. V h d P/=/Z93.39 45 VG. 45 V.G. a} V N 0 ° PI=12'43.06 Pl = 1244.35 /4 _ O v 4J4 ,d/4 d14 ti ; f•4 Z'/° R~ i 53.27' V.C. �} ¢ 1245 o _ g N-1 N 1245 � 1.to sROUA/v s�y RSH/ P 0 o O S 8 0 ./ ° •. 0 �?. `G $3.27 VC. O '� V h a O ' h 3 /o 0 7 Y.C. 1250 V W tQ TOP O/"5 L Y CURB `, � t4 >\ tit} N V Ale h ti v fG.9b �8 d ti b 0 ti V dI8 \ �B 9/6 ,� �. P/_ lZ44.55 �. lA-- A/8 �B d/g a I ti h v ti XS: ., C) . e vIN, N, .f '4f• 17.80 43.59' W V w �`' R $ a 4 d 4 41 4/8 d1a /e /8 /8 �� /5 . 1245 1245 0.c. ti , . tTM�i, 14 o o J6�-9/n' Qi 0 414 �4 O O O /.�92 /7.80 lv 4 d A4 V U 4 /� 4/4 A/4 g h M i + 1t2.�J6 '¢3.59 ' /7.B0 E i W ti w a �, ti � N v PROF/LE SC4L E /0(0.53 43.59' 111 t., Oc $ ^► V o.C. 1 "= 40' s O•C• D.G. O.G � .. ..; � VERT f ' 4' E IOt00 11+00 12+00 13t00 14t00 f 40 PL AA/ SCALE 601 D 30' 30' 41 s' 4, 4, CO�tJSTRUCT/Oit/ A/OTES Q5' 0.5' 2 CONST. 3",447 O✓E,P 4" C.4-6. B 0.5' P�TR/OT /�G . O.5 3 CONST• 6- PCC CUAPB k//TH 74"GUTTER �PEFP STD. PW.6. JV3) CDA/ST• PCC CROSS GUTTER (PER .STD. ON/6. 308) SEE PAGE !o /2526/ 5 h� 5O COAIST. 4"PCC S/DEWALX (PER STD. DW6. 31f) IOt 97.29 EC TEN _L P L. 7 S' np^' �p1. . ���;,g PSI 6E 6 © 7 COAST. D�P/VEw,4 Y APPROACH (PER STD. ow6. 305) PRDI-ECT IN PLACE' n � i O BC ( 3 5�b1 Iy 14fS2./4 E.C. I �� /4f 52./4 E.c. t 1ti ti' Z QI W lu 7 MQ7CU L/NE IVA- ;7 s1 L./A- �/6 tih 2 - r�7r' ,�s�/o>'� ® CONST• WHEEL CNA/A? A 4MP (PEEP .STD. OW6. SfO) 33 32 3 I ? 30 ,,�o,,g o c. /ofi o 0 0 f� /NsracL ST,QEET L/6NTS 5800 L //PS(/ (By OTHERS) b h C7 0 0' r\m V QD 1A/STALL Sr NAME S/G/V rRER STD. DWa�. 40/) M ,A v 0 2 ' � 2 • - 0 P "i 0 0 2k ti \ w 2 s� �- 2 Zy P.4/NT ST17P L/NE 50LJ0 W�'//TE /2 " ACRCSS HALF �_L¢ _� T /O �} h 9 � � � v ^ � 4 � LOT LINE OF PAVEMENT, PARALLEL 7t0 �.,a055�LSC L/N� 10 f' N 4 /Of, W/TN LETTER�3 "STC " g FT ffE/6ffT PSR BTA7� Oti OF CA L/Fo�2N/,a /Z EQ U/2EMEA/T5� A o� tiZA1' [=70.00' /r¢9� 56.08' ti �'C' - p5 Fs hh� �tib0m - X99 ' - 6t9•// � ' ti3 ti - � p� 1!ti ti f�J' 25 �0 3y /p�/d N H 4y. F P 1k1 fti. Q 3 ��� ! �,� A6 o3Tc T�/DT /�c/1E� /tZO' o - I 8 42'°J5 2'b �. /2 SB41 �1v 'ui �'`� PsE /GA 1 1 _ 1 �` �. F,1. .� g e y.- ti ME 0 -t�?' E �; 17 - E I Z � �� Fs. G¢0 e�� •, �/3 t�/.09 A � y/P� ICA �pl AC 1�,.5 3 A J K - tiG3 F5 2 .� /Z 3.4/ .c. CURVE DATA DTE AMEN NIA k- - 8 ,� \ �_t_ . 74fiL.-- 4 �2Q.�802 A�5 N DoT W N 4. & U O R L T 7 cEI��E `s.ao Iy�� �--. •. . /Fc. IZ�FS, 0 p C,e- A 84°17'49" 45.00 ' 66.2/' 40. 73' 110+0 boj�f� I 4jS9 13.40 Vd , / 56.00' -7 tG. �' � I �f� 1 11.30 I 8.85 X I r 84 B 3°52'33" /30o.oo' 67.94 ' 43.99' �1 1Z�1 10 o = fZ�S�3 F� ao $ T4s' AZ G 5700 9/. //' 5B. (0 o t -� IZ � � � I � o � V I � I !Z 5' 39.j7 L� 47•06' 0 p0 � � ti N � � \ o '•' D 9/ 35'1�" 45.00' 7/-.9 3' 4!0.26 ' �i� V V I � I U4 11 5 ° 0'27" o' CO � O °oo ti � 26 I E 4 1300 O /2B.74 4 42 0 �, g ^ I o h �. ►i d k` 1 / Q M� °-. N 43.5 o I N . ,0 e.o/ ICA oR/vE F 84 /7 49 57.00 83.66' 5/.5°9 9 � 0 ;� I 21 , II N y\ � � � U 10 00'00" 102.00' 17.80' B•9Z ' •° 7 ,8 1Z'I 18' JB' 11L v V �' �' I /243.4/T•c. _ N 105 14'05" .56.00' 10(.53' 75.91' '� 29 28 ,�i d• , w � � 6 - \ � � � � 27 © z 2."i- ��. '� � /247¢ � I A5-B1iidT o,¢wYs -Aap I 8 32 OD fOZ DO /S./9 7.10 f J cc. I C ITY T o°zZ'53" 1318.00 8.93 ' 4.47' 1 3 ( o 7 N 122k2 ___ DESCRIPTION OF REVISION DATE APPROVED K 87°04'58" 27.00; 4104; Zs 66' 0 KIRKWOOD AVE . � 7 Q I f� 2 ,¢ L g/ °¢vJ 38. 2700 43.27 27,98 SEE PAGE 3 $ r �3 CITY OF RANCHO CUCAMONGA M lO°OO DO ' 10Z.00 /7. BO 8.92' J ° Al // 35'13" .00 // .pG .5.39 / 58 2 8 o /O°oo100" 102.00' 17. 80' 6.90' SCALE !'-_�, W TRACT 13476 ° P B4 17'4;9" Z7.00' 39.72' 24.44' t PLAN 8a PROFILE Q 5 JZBZ.AD' 8(0.72 43•.38 �•. � - -'" 3 2 33 AMERICA DRIVE . �. R 9!'35 '/3 ' 27.00' 13.16 27. 7(0 � A AME R C DRIVE APPROVED BY: DATE: ' CITY ENGINEER RC.E , 22397 DESIGN PRE ED IN THE OFFICE OF RECOMMENDED � WILLIAMS PROPERTY CROSS GUTTER DETAIL CONSULTANTS INC. DRAWN 265 N. SAN GABRIEL BLVD. SHEET --_ /O• S.4A40 PASADENA CA. 91107 4 of 7 J CHECKED C ' ' I � (818) 795-5162 DRAWING N0. ifiVtJ� R.C.E. NO 16723 /� 2 DATE f Z' Z!• 87 FILE NO r B.M. NO. 21 ELEV. 1242.346 CHIZ. o" AT CURB RETURN ON . s' _ TRYON ST., NWC TRYON AND i o.C. , ARCHIBALD '17.86 3.5 X13.59 /�BO 1Zd.64' Z8.Z4' . o.c. c o.C. 17.BO,. 4.3.59. /dro.29' b.C. 4s.Sg' 1760 o•c• o•c• EX/ST. 6RDUND t,° /V LY R/11/ C 3 All- 9. 1255 rz- n 401, f �, w 12 55 ti I °/8 d/B 4/B d/e ale /s d/B °/B ti o ; o o a o h �- •�, ti TOP OrN 1z V CURB 1.go% `�► N eh„ h O O 55.67 V.C. 9567,ro7 VC �• � a N �, '� °j t 60,0 N �i 55.7! 70.69' W x v d/8 d ti eo ,. /8 Alia O. . A16 /8 0 AJA16 = •. a �- 1250 i25 ' o o / � , e i h -414 d �' --- 6(0.76' O.C. � W % d /4 Z ti \ g i .9 4 /4 0 i 1255 N �, ,�_ �e 1255 11. _.. _ 4Q � r\ � ` 7.78/e � hj ti N � � O � \ 5,6.!g 7 a. 88.36' VC F/WISHEDURF,4CE @ V P1 - 1157.SB '44 � 1n 35..711 n b a/4 d •: / d o C. 4 .c ti d ti 25 � ' ,. � � 25 � 1 0 �. w 1 0 h h 66.7 Vc mQOp N - - /ZS Z.O � N X/ST /'OU N DS Y W 1255 1255 , 0 �.i A14 a/4 1"/4 1/4N V b60.08' t/C v \ TOP OF 5'4 V CURB 914 1250 +� 9�4 g/4 � z,6 1250 d/4 y s�4r V.C. . 4 . � PROF/L E SCAL E H HOR/Z 1 to= 40' VERT !.. 4 , • 10+00 I I t00 12+00 13+00 14t00 PLAN SGAL E !" = 4O' oN \ W 7 7 7 N3� I;W CONSTRUCTloll/ NOTES 0 N 0 7 7 7 O CONST. 3"AC 01/E,P 4"C•A.S. �► 15 16 O 3 17 18 N N 19 J '� U 3O CONST. 6" PCC cawe W/TN 2,,.f 116UTTER (PE,P STD.DW6.?03 (v.P9v I� N 20 O COiI/ST. 4" PCC S/DEl�i/ALK�PER STD. DW6. 3fl) o H y 77O (A CONST. DR/VS-WA V APPROACH (PERP STD. DW6. 305) 1 03� v 4359 uW ` i, 2�9 24 ` �'�� 1 IT 1AISTALL STREET z1eArS 5800 L MPSI/ (Sy OTNE,PS) 4\1 W b ti v 43.59 v �, \ 0� R. Q 9.30' ' x x �� \� . 2 I D OO l/VSr/4LL STREET A/AME S�/Vr,0Lr srD D�VV QOl) 4 �G 9 �\ s7 5 in V / W �6vq .�l b�►llo- �5T PL o 00 - 43 Ss' > >!� ! I �� � �i r P� I D� ® CO"5TRUC T UNp�Z 5/OEWALK ORA/N PM toy 6 ��qt ?. . . I fZ.40 a�� o� �PPTR C/7y 97a/VGMdAZC> DWG. 5o7c:r 00 ¢ - It B.Z4 15.7/ 31.19 _ s 17' v 12ysSoa ¢CN�►' O565<< F N - ---- 56 ss. TE.(/ C i ' /256.32TG 'v�-qL ,off 10 I h•(�• I 1� /255.65 FL Il 3 G O /253 3Tc. 125Z•Z51 Ile 26s Z k �2b102 N.89°5200E. 11'5 2 3 - � l2 F5 /15ZZZ TC L B N.84 ��s - - �• tQ - 1- 53'35' W I -- I ti `ti�h 5�2 S9 op 71.18 /5' 570/' I\ 13 ac ' Fg �3. O O . I �3.f3' 7!08 ' / , 22 17 /2100 7 � D (otilti N Zhao 0 34 35 6 137 I e J ,,,� Ec �ti w a 23 M o w-i6 11154.Z8 BG Fh 0 7 7 -^ 1 � C NTENNIAL PL. 7 �r Z Ec /2we9z-c. SEE- PA6E 7 _ .s ID A5 eU/LT p2WY.5 5rA MAreht /A 1,C/OT 4Av6 6 gg �1 I /2sq./3FL- I s ?¢88p •� PA RIOTB� DESCRIPTION OF REVISION DATE L� APPROVED �t a //f 5p / CITY 4, +> i24B./3FL. SEE P'46E� �,c CURVE DATA Mil- ' CITY OF RANCHO CUCAMONGA o A R L T sC,4L E f"=,40' 6 , /8' zo, A 901,00,00" 45.00' 70.69' 45.00' 30' 30 TRACT 13476 B S°14-',?5" ,300.oo //6. 90' 59.49' MAJESTY DRIVE PLAN a PROFILE C 85°00'00 45.00' !0(0.710 41.13' D f0°00'00" /0?.00' /7.808.92' E //0°00'00" 58.00' ///•35' 82.83 ' MAJESTY DRIVE F 10°00'00" !02.00' 1760' .8.9Z ' 6 5 0 14'05" 1316.00' /ZO.-674' 60.31' H fo°oo'00" toe.00' /760 8.92 ' APPROVED BY: DATE: ' I 105moo'O�0" 58.00' 106.29' 75.59' � _ _ T �Jo°oo'a�" 100.00' 1ao' 6.90, CITY ENGINEER -- RCE. NO. 22397 K 1 90°00'00" 27.00' 40.4 27.00' DESIGN PREPARED IN THE OFFICE OF RECOMMENDED J' L 901a'zs" /Z80.00' //7 Zs' 59.do7' WILLIAMS PROPERTY Al 85000,00" 07.00' 40.06 " 04- 74 ' DRAWN CONSULTANTS INC. SHEET 265 N. GABRIEL PAS DENAN CA. 91 078LV0. 5 OF 7 CHECKED OA&4Q�A-i� (818)795-5162 DRAWING N0R.C.E. NO 16723 A DATE _'' Zf' FILE NO - /� / B.M. NO. 21 ELEV. 1242.346 i u0n H C IZ. AT CURB RET. ON s TRYON ST. , NWC TRYON AND 3. ---- -- � ARCHIBALD. 1255 ---- 1255 EXISROUMD eP W'L Y T. l, 91W 50' VC is p , i EXIST' f�0 D L I3 .1/ W Y W T U L° v r� tv 6 fi" v l y P/=/247.60 1250 N ti rr 1250ell 1255 _ _1 -- w TOP OFW2YCURB w TDP OF W'LY CURB O � a h r , N h 1 w < 1 1255 255 25 �- i i � 1 0 � o 1250 50' VG EXIST. 6ROUAID ` / : ✓'� D p € + ' i P/ - JZ53 6 5 t m t � � h � v r\ 0 sr. � uAl /Z47. ti 1250 - . .. , .� _. � � � � 12 }245 ,� � ,y ------- 1255 �, 50 , F/N/SNED SURFACE FIN/SHED SURFACE O '' V h F 1255 1255 !250 1250 w y EXIST. 6901JAIL� 61 f'LY R/t�V 3. • ti EXIST !6'RDUA/D � E'L Y R/W 1250 ,,,r �. 1250 1245 1255 ti TOP OF E'LY CURB � <t h 0 1250 - 1250 ,c P/=JZ47,60 m �, PROE/L E SCAL�' M VE T 1245 - R f 4 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 PZ A,41 SCALE 7Q �P f " = 4o' LO � I 0 1112 "A 13 14 it N ,(. i p0 �tf7o.3e ec AMERICA DR, MAJESTY pR. o,�o k IPT I I 3 I I �, �i I IT I /2t 74.15 BC Lr', 'vtA lF O, /3.47' , /Sd 8ro'71- r,0 7/ 9 by fir F 4.30 26.0 II W I� I 'bF ti D __ 3,59 39.2 .c, 3 'Qin ��-q� 5Z 'O = �28 �; l I; I 7 III Ih I W 19 -� o, I - __ -r-:•_,`, �. h ( g 30 3 _ 15 9 / 2 fi ,- 1.75-g.13 Il i y l ( ti I r III - o . 5 N.00 08 00 W./04 h +ti5tiy 3 I �tiyk rr \\ o. I eE.05 6f.7r' Z 27 � : 1 `�_ _ �`� _-- -- _ ----,�i � � a ( I� I /�/moi ,, —8�»,--I� � •i 8,?.80, ` '•\ --W g 5 1248./ a�960 — l. :��' Q // / �} s 2 ah 20 1 { Its. N.00 06 25.E �3 9s 3 i� ti� ,.. 8 o jj 16 t P vR �` �.� s6 I ° 33 34 o a f n TR10giv, — r — 15.71 2/x.19 14.90 15.71 2 — � A r�� I I II I I I II I 2 ' II II PA 1; 26.59 �o IST 1 AM 4174. azo° 5 11 0� 10 AMERICA I I II I � 11 i 10 too 1 09 26 v m ���,�, A DR. MAJESTY DR. /l�00. 7J Ec SEE PAS,E- ¢ SEE PA6E' S 21 25 24 0 23 22 I 1Q LI5 BU/LT OQWYS - GL�LETE .5T L/TE- STA. S Pf1l,E/O� 1f AvG BB 8�-�� CENTENNIAL PLACE DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA colf1sr,"FlI ON ,yorEs TRACT 13476 PATRIOT PLACE- 2 L*OwST 3,,4c ovE-e 4- C.A.o. 0 Q CONST. 8" PCC CURB WlrV Z4"6UTTE,P (PER STD. DW. 303) PLAN a PROFILE O CONST. 4" PCC SIDEw,4LK (PE,e STP. DW6. 9//) PATRIOT PLACE 7o CONsT. DR/vrw,4v .4PP�POACH (PE,P STD. DW6. .305) CENTENNIAL PLACE l7 INSTALL sr,PEET LI6HTS SBDOL MPSI/ (Bfl or11FRS� APPROVED BY: DATE: T/� o CITY ENGINEER _- R.C.E. NO. 2239 i DESIG� PREPARED IN THE OFFICE OF RECOMMENDED WILLIAMS PROPERTY DRAWN CONSULTANTS INC. SHEET 265 N. SAN GABRIEL BLVD. "S,4AIDV PASADENA CA. 91107 6 OF 7 CHECKED � � (818)795-5162 NO 1 723 DRAWING N0. R.C.E. NO 16723 / DATE 11' V' 07 FILE NO ` �� B.M. NO. 21 E L E V. = 1242.346 t x A HIZ C o T CURB RET. ON TRYON ST. i NWC TRYON AND ARCHIBALD s ; i P p 1 s , as -. .. - � _ i - .. - ., - � - - - -. - • - _. _ . -. t 1 t , 1 t t 5 4 S x d 3 F ? IOZ,4 / SCAL E f „ _ 4 . CONC. BLOCK WALL PER, GRRO/NG PL AA/ ; VAR/ l9 N CO/VsT�PUe7- /VOTES BIRQ EX/ST. S/DEGVALK CONE 1 3,� f� © /IVES TO BE U/VO RGRCX/�EON�v <By OTiVE,QS) CH STREET ,A I L � N �GU T Q� T AE8 LOW AE rA �BALL, py 2 I I 23 /6 //V$TALL STiPEET 77eEES PER C/ry 5W. P SCA[E 1 ” = 40' I h _. 0116. 603 604. I �tv�dr � +n I I I � E.rrsT ui�8 4 s w.e 4#,1 EX/sr CURE 1 %MP•�OI/Eiy �C NST ro Mss Gf/ Q. ►� � I b 3 �A�EN- ,� SECTION A A ox X i.YIP�OVE/YEiVrS I (31 V � � '� �I� I I I• �1 � y� Nol TO SC�ILE 3`3 CONT. �4C?-48 D.C. 'A ti W J'� - o — — 2- f4COVr IT N M IO '� 0 reacr .Bouvo.4�y — 17 - - 9 I1 _ 12 CO/VC 1� / ,2EMOV� /NTEeFE.e/NG 5 7r Y— ✓�Q��.�— t DETAIL A U - - 7�o.9B X/BT. P.f'IT 159.63' �Ex/9T. Ae to Z' 70 00 �� &.5 v' I3y 12' BE REMOvEOJ P.P. 70�E,QFMDvED P. BE REMOc/ED �, MA7EiP/AL d�CG3ti/ST. SPECS PER X'57. NcrE' OW CITYS7-0. ella,812 POWER WER RaLE"� 1 II P� fro B6,e�,►��60� coNsr. 150 wA A A HE��' I � �x'.aPf fe�i�lEn/T SEE SECTion/ A ,aw I� WALL �D 2 STG/TES — QEGETE / ST L/TE- STA TQ/(!/6 Db giz6�6g � L,gNpSC.aPE 10 I I 1 2 1 3 14 ° I I > h EiI sE,y��vr- I DESCRIPTION OF REVISION DATE SO CITY II t Of N CON GRAG1/lK PALL APPROVED II I o �a — CITY OF RANCHO CUCAMONGA I M PER l-,W lltjIlTRACT 13 476 PLAN HELLMAN AVENUE i HELLMAN AVENUE - I I li �I ► I TRYON ST. _ APPROVED BY' DATE: i / CITY ENGINEER R.C.E. NO. 22397 DESIGN PRE D 1N THE OFFICE OF RECOMMENDED WILLIAMS PROPERTY %t^ N�, r, 23 ` DRAWN CONSULTANTS INC. SHEET ` # i�SAuD '� 265 N. SAN GABRIEL BLVD. y PASADENA CA. 91107 7 OF 7 -5162 CHECKED �[J �� �81 a�79516723 DRAWING NO i '_ nr • ,1r--- R.C.E. NO / DATE rt' U 07 FILE NO ( ��