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HomeMy WebLinkAbout911 GENERAL NOTES . 'I. ALL WORK SHALL 25E DONE IN ACCORDANCE WITH THESE l�L ANS, THE C:rrY OF RANCHO CUGAMO"C_A $O' ' LEMON AVE. STANDARDS AI JV TH1= STANDARD FOR PUE3LIC WORKS CONSTRUCTION, GURRAI.IT EDITION• THE CONTRACTOR SHALL PSE FOR &co-iEfZA C-E TO T}-E_se 12' IB' (8' 12' 5/7P,Gf ND, 5 P�ANYIAN 2. ALL PIPELINES OR SUE�,ST;ZUCTUFRES OF Al- ` KING AND TELEPHONE OR POWER POLES, WATER METER S, 2� IO.Z' 'i' 10•'t' 2r 1 - -- VALVES, FIRE HYDRANTS, ETC., SHOWN OR 1 Crr SHOWN 01x1 THESE PLANS WITHIN THE RIGHT-OF-WAY LIMI -i, , oQ IN A!:>3^CEIJT AREAS WHERE IMPROWEMENT WORK 15 TO P5F-_ C)OWE SHALL F.3E REMOVED OR GN 'l _41 I I RELOCATE.0 AS REQUIREt� AT NO COST Td THE G(T( OF RANCHO CUGAMONGA. 114!vbg tiK Z I/Wrw I 2 3 4 5 6 3 W 3. ALL. C71ZaDE 6TAKt=S 614ALL e>E 51✓T 'bY T14F- CGt-}TIeAGTc7R OR ENGf NEC-R. PAVING 5TAKFES .St+ALL GE SET AT ° ' ' -� - � ,;y- °` � � Z ALL N I NGS PO(H Ts,ESE OF rAYE-MF#JT Pot NTS W rTH t N1 0.0I'of�ac�r= Fi�VATl(:*4 At-4 P AT t-1 0T M�r� 114AN 90' 1 NTE-! VA Ls. Q At�1TiC�NAL PA V I nLG STL�.�ES MAY t ►tZE1� (CITY Fj► I N EE2 A�I`IEEt�ED AT W APPED aK' VF_PTIGAL CJJf2Vi✓ ARE7AS. ,� Z 3 LennatJ UE 4. ANY CONTFZAGTDR PERFORMING, WORK ON THIS PFZO.SECr SHALL FAMILIARIZE HIMSELF WITH THt= SITE 2 i I� Nuc- AND SHALL 13E SOLELY RESF0NSIBLE FOR ANY DAM�*GE TtJ EXISTING. FACILITIES RESULTING, I�tREGTLY 1 OR INDIRECTLY FROM HIS OPERATI0Kr=, WHETHER OR NOT SUCH FAOILIMES ARE SHOWN ON THESE PLAMS. T Y P I C A L SECTION- 1 W 7 Pro*letf 5. COHTacT ALL UTILITY COMP.ANle6 AS FU=gJ1RF_D) 48 WOUR5 prRlOR TO EXCAVATION. D INTERIOR STREETS 20 19 18 17 16 15 z G. A PERMtT S1-IALL 1bE 057AIKSD PROM THE CITY OF RANCHO CUCA•MONGA ENGINEERING DEPT. PRIOR TO -- - - W / ANY EI.1CI--IFzOCHMEti7T OR COI.ISTfZUCT10N WtTHtN CIN OF RANCHO CUCAMONGA OR R1GF-rr-cF-WAY NORTH - SOUTH a 7. PFRlC7R iz::) IN5TALLATIOFI Or ANY PAVIN(S, A t✓IATE=_-R(AL_ tzEF4_-4:Zj S1-IALL BE sv:E;�, n{TTE-> TO Tf+E GrTY Et,tGINEEP_ •T I• = 5.0 ; R= 56 --_ � �11GHL N17 AvE}luE LIS`TIN c5- ALL TEsTs 0c,? DET M I IILl�I t S G4tYtT-LETED 7-O YE;Zl F"( R-VALVE, S1E-VE ANALYSIS AND 5At-4Z) r-QUI VA- D Le"T of ���EG�,T �As�, _�-_�__� W 8 ORANGE STREET � & ALL s�lrie , wATE�z,ELL-GTRIG, 6A5,PiI�N�020TN�R CJTlL(Ty L.ATa7RALS, MAtN,5 OR C;ZO�ING eov4^L(- SW-- CONGT- I / 5 ee RUGTEb Fgto)Z Tb C•OMPAGTION TEST`-, Of= EMP..5ANKNIENT CONSTiZUCTiON TRENCH 13ACKPILL COMPACTING. OR{GIKVAL_ GROUND Z Q J W AND A.LL SUi=GRADES SHALL E5E PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMOt.JG,A. A WRTTEN �!. Q U1 I Q REPORT WITH THESE COMPACTION TE-ter-= SHALL PSE SUP5MITTED TLS THE CITY ENGINEI=R FZOR APPROVAL Q' (0 1 10.'T' 2' ( 14 V 2 9 I Ig TI-4. Q S'TFCEET PRIOR TO THE PLAGEMEN"t' OF PEASE t�/l�TirRtAL�� AND /OFZ SUR>-�iNG,. , 41 I 42 �' a' o.rxi' 4' 21 1 ' 10 AT THE COMPLETION OF PA�/I"G1 A MATERIALS RE(�RT SHALL 13E SUP�MITTED TO -t-HM CIT( ENGINEER t s�Ar - LISTING ALL TESTS OR DETERMINATIONS COMPLETE'p TO VERIP"r STABILITY' OIL CONTENT AND GRApATtoN Ff- Or AGPHA,LT P AVtNC�. Pit -----:,�: VICINITY MAP J ,. NUT TO �. C_AL w 13 _E >.:o. If. WHEN IMPROVEMENTe- ARE TO BE PLACEtO OW NATIVE SOIL WHICH CONSIST OP ROCK`( MATERIAL) THE .� 2 3 L 43 10 G1� '5UES- E SHALL 15F- EG ROCOT ISPREPARED 13Y RMOVINALL K WHIG" PRRUDE TSR Aeove HE UPS-GADE AND 2 22 ALL-' V0106 AND t7EPR�yS10NS SHALL P.3E_. FILLED WITH A FINE GRAIDE MATEL RIAOF A Q ( �UA-Xr BETTER THAN THE "AM"VE. t­IATERIa4_ TYPICAL SECTION PZ. 1F THE ASPHALT CONCRETE IS TO PSE PLACED ON 3Ut3-G,RA.IDE, A e'OILb STERILANT REG1a,TEREtD PAY INT / THE E.P.A. FOR USE Ut-JDEFZ A.G. A/JD PC.G. SHALL 'BE UNIFORMLY APPLIED AT MANUFACTURER 'SI MANUFACU 'S E R 10 R STIR E E T S RECOMMENDED RATE FaR THE FULL PAVEEI. M7T WIDTH PRIOR TO PAVING,. Ilo e✓Gd'� _ v , f 12 15- ESTIMATE OF QNPNTiT1Es IS PROVIDED BY HF TE ENGINEER ONLY OR CO",/E:J ►JGE IEOf= -r"E DI'VELlJPER. EAST- WEST o I t 23 39 44 THE COWTRAA._ R 'EpHA%._.L MAKE HIS OWN DETERMINA-TION OF C0N9E>'1WZUCTI0N QUANTITIES BEFORE TI.=5.0; R=56 SUe>MITTIt�tG A B10. ANY {TEM OF WOFZK REQUIRED 13Y THESE PL-A,"S WHICH iS NOT SPECIFt GAL1-Y LISTED IN TNF- ESTIMATE OF QUANTITIES SHALL b1= C:ONSIDERED AS INCLUDED IN THE OTHER ITEM OF ARK. b W 14. -5­TgZEET SI&pQs PER CITY OF RANCHO CUCAMOt.1GA STD. MOS. Opt Av-io 402 SHALL t3E GOt.IS'rRUCTED tt' ZZ' 22' ((' 24 38 J AT EACH INTERSECTION. a_ 45 2� catlti0r ?0'S ; 15. CITY OF PLANS 00Er-S WCrr RELIEVE THE t7E L_OPER FROM FZESFONSle>iLXr%e FOR 71-4E , /B 20 � � A G•l�Et2M `� W COTZR -=ION OF ERROR AND OMI:.:SI0" D15C0VERED VLIRING, CONSTRUCTION, UFON REQUEST, THE �y(jc�(. REQUIRED PLAN RE\/1SI01.lS SHALL BE Pr�MPTLY SLaP�MtTT� 70 THE Cf'N ENGtNEt=R FOR APPROVAL. f�C{ate �.•G.-_ �So/T I� t „ � r � � CL 16. WI,RK 6t'('E ANC) !?-rTF�Zi02 5TP_EE7r5 tsxALL t�E I�1 A t-5EaT, CL.EAFll KAzr�czo-�RE�� O2OSIZLY STATE �� �� _ 2s� �� e •s37 THRlJt1GHUUT COh15TQLLTIOr.I. 5tTE SHALL 8E CLEAT C-D Ut�tJ RF�UG-ST OF V46 r►� cTOR,. _ - - 1 W 25 L - - 46 Q I-l. -P A\/11-J& SNALL &E-_ rMFO2MEp iN WITH R-VALUE PIAP PAVEME:t-4-T `CC-�T5 T7'+-_E-K Tr--) IGT&fZN11mE rc,�t�.glrX l�t.K ext Gt(20 �trr'e�� Z 3 e,7F?u0TZjA L, SST I O N. I /8. SOILS .PE�PTS �,PEP.9,P,�p ,BY�/��9,PV �ilLs ASSGL�'iAT.C'- •�,9TE,0 y,�,��y /9, TYPICAL SECTION 26 36 47 ,D,gTEO AUGUST-2��/98S ,q�,E e�.(/S/oE.e�C-O A J�.�.t?T Of- T.s%E`Sf �L,�f/s f` 1'4LL �S�iCTL y ' AMETHYST S T R E E T T.1.=7.0; R=5 6 ALTA LOMA 27 DRIVE 1MI�oJGt�t.l'fr-✓ t:o12 �li"A• Ot4q.OQ -Fo Z -t'' 32. 83 - i - 35 4GA4.� to too' V'09 � 3- -f6W- II./I tc'RO �tJIE-M1 I t�J . 16.00 4f % a h' few pi 28 34 33 CONSTRUCTION NOTES a QUANTITY ESTIMATE 3�I 6_- . . - e o,.G4" Aps mac, 35� �✓.t= 2' (d_- �o, o' 2' 29 VN il�, -- Go► L�� Gc t f3 (auTTl✓1Q (8°c4 ) v*4 Gt'(`f 'em'. LIQ 1DO3 �j, 1 6t l..l= ; 8 '7' // 30 3 cot.lyr. 4'Sl r_�v j&A_K � GIT-( yro. 09 310 9/ -7-7 /' �.t= a' o• 45' � , « � �" -= 31 32 a Gor.l�•1'. 5� I;Z Ft., GQor�-Cc'r11TTC�R t ra e1 y csry. I.IQ 3, �3Z G✓.t% tom_�y _ �i r�/%1. t�1� Ij` ; .¢. r ee}c O5 - Co�.Jd1f. ��t1T .tea a>G �tE,l.l 1�-t� c r�-{� �.fm• ►.Le 40l - r o Gor.k.Jt' �st'oP ✓►E�1 i�-a GiT-r e_-n J_ 09- 402 2 SGA. 3 I Z 2 3 HIGHLAND AVENUE r•Z m P 1�-Iz �3m. I•J 3 ry _ Q EG*• _ ��- 8 Golk�f. 4•G. ��_Am P� �tT-( pro. I45 313 lq4 t:.F. {fz,�r►o�itoat+ t ✓�Is�; KEY M A P io CONST STZEeT U6H7 5� wNt TYPICAL SECTION I� C6WS7- 0",q.e. av�P s';qB_ 270- sf HIGHLAND___ AVE_ N U E !Z G0x/.57, OJiL-9fl.0W V6rLEG7-09 P69 CITY STD. NO. 3/G - 3 EA u0 ea: - - �3 601V6 T. YIELD 5IGl,I PER CITY 9 rD. nla. 9oz ___ _ f 9,A T.I.=7.0; R=56 D4- coA157._ VAR/A,5L.E -01/69,"AY �o°.�,r✓.� 27,470 5.F IC r /5 Ct�t/ST. G4TC,�/$9S/rv,!/o•1 fit/=B;/i:��7'�E,P CITY STO. .C.GL�.4L I�p.PESsioiV .oE.P C/Tfi S'TO. S/e� G.9S.E � /E.�J. . �� i8 .PQM� ATc�.��Y�iEPce crry sro. Goi �� s ��w�.tO r.�r_.►.�I �; ; " � G►CD-G.PaE2•tiA / 1�Lti✓6 To_X�c►.1 x 19 lmh_m� 14 c elf Yories a/>6o•13 0- s�CZ9VS 4'S'�oWw,4� ��.e car y S7-D. sro X334 r S- -_ •i::d; 3 t� o•G• t�cl�t�tv l4L r 0 TYPICAL SECTION DESCRIPTION OF REVISION DATE APPR. LEMON AVENUE CITY OF RANCH �� ---- - ---- O CU C A M ON G A T.I.=7.01 R=56 TITLE SHEET TRACT NO. 1 - No-rrG� aM s �T t�L.cv� A�Pt2oa��6 r1 e, �u1� 1 cot•.I�QCrC-� �1T'��T ov�2�'t.o�,/ ��'t�GTvQs 1� SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 'K0• tea . -- ------ ---- ----------- APPROVED BY DATE T1- = cn=,aTaACToGZ 4,9vVr_s T4-4AT sung • - n��ouln� ,d,.tr� �M�L>✓-rte ez ��.t51�tt,tT-r �a CITY ENGINEER - ` ' �`' s R.C.E N° 23889 aon, st-L Col.l101TI0tis VDua1{rl4t -r4t.- erurtsc- o1= T741ry PGZOJE-GT, 1"C'uuo%kzI 7-0I of .�t-t- rr-_= Os C'OrD FvoP�zT-f; ,-uoT -ru15 ,2>��Io,,��r �1�-t_ 1�P1�LY Goc.�t'I11�10�J5L% DESIGN ANACAL ENGINEERING CO. RECOMMENDED Al,lf� k rr Of--- T'►-4A.T T. K. 1�ttt.,,�rt�Y, A�� l lOt� T-u� ave/rlEr� �n , icl.lCeultJ � i-toFZMlf� �-QOI.,i At.�-( A►.1� AISt�tT-r 1900 E. LA PALMA AVE. ae4:.0 oo' �L.l jr_-1-J, I►-I Poz-g>=C>cztsot� Cl z Ota -rws I�ROJc-c-r", DRAWN ANAHEIM CALIF. 92803 SHEET a=3GC-�rIF.I�A F'o<Z LI�t3ILIT`( 1�►<ZI�JIr\.Irit •f~'12ote1 '-(I-1� ��plfe ► ��tl,t��t�C-� OF' TI••4�e ��IJf�GC O�Z l�I.�.O1I1.1�R. t D.L. G.W. I OF 7 • =---- CHECKED - �`" R.C.E. N°23647 DRAWING N0. T.K. DATE FILE N°_ 911 �ErIGN MARK N°- 55 GN1Z.`C' OV4 VJF , -URF3 RET'IfRN, S WeC.A-t AETHKST ST. L..EN1dN ST. 4T 73' ts'11.G- v IY4 414 7+ z Ni L 0 NQ ��EgT 1575 a� wo, 1590 j-qS67O OND uj '40 1 l9 �� v W R ,� R ►u g N S �, dGORE � t r to Q 3.�°•� o d o N N r ai e c�3 OF v��g-C No, on o z tQfi �,` O i� m + +1 O - Ntimow —1590 f ' zvcc.-42.I ¢ 15901575 1575 if qj 3�o J v v o \�.� c' R. 3� J v 8 co �l O to 0 Ill N �9 �9 Q� ,l � Q SON g � p4 � 1�n m � �� �� o v c(1 °% � '7. � o-� 8 � tom `� r 6) �1 r' Z —_- 0 1575 u� _ 1575-1590 GO V.G. 1590 Z h t00 R U► l� >; �i ` �_R= 0-1- 2 > O w U) m �9 Q m a in o ►- o 61 °o 1 $s 4 tri + t- / -SOP OF Ry 4.lq;� to �� O 0i tn C6 H 6) PROFILE SCALE HORIZ I" = 4d VERT. III = 81 CURVE DATA= 6 7 8 9 10 11 12 _ 13 14 . .i A R L T A 22 41.00" 278.00 110-OG 55.-7 8 22041'00" 2(,O.Oo 102.93 52.15 G z 20 A,t'00' 242.00 48.54 22039'4(0" 2-T6.00 109.96 55,11 E 22°39'4G' 2C-000 102.84 5Z.10 F 22°39.4&" 242.00 95.72 484 ,2700 A2'B H r�--�-� --------- SGA -E 1'= 40, 1 / hto 9 N � W ORANGE STREET - Idt, 0 SEE SHEET 4 N 9 ��O 92 t$ LSEE S AET 5_ 12 13 h 14 t 30 30 15 5 A 1543 Ion B I 6 , � y� -- F. 0 3 �► I I 2 m k�g�r' 7 '� cna0 eA �� BQ.�f� I� I , 0 p �I /s Im rr��nf� 7 zo s .RcmoVG GX/sf -� '`��� '4. J *J'-0(7,' j o�I � ��z IL0•�° � 41 0, 0 (J� harrIca Idc 1 1 C �t /✓ O°30 02 E 9s v� d'//3 F� Q �4c�7�rive�voys ,�c�a�re 5e cp .57 N '' 7 DESCRIPTION OF REVISION DATE APPR. 10 9 2 8 H R= `< N CITY OF RANCHO CUCA MONGA MALACHITE ; 3 AVENUE o �' ' PLAN AND PROFILE �9 7 6 ,� 25� CONSTRUCTION NOTES o N 33 2 I 2 " MALACHITE AVENUE CoNST: 3'' ,n,.G. ov�Ft 4'' ,e..e. � h � � X � GON9T- CuFZe. 4 GUTTER Cg" G.F) PER G1TY S-'R• NQ 303 Gousr. 4' SIDEWALK PF.tR GtTY s-�p. ►tea 3{0 TRACT. NO. 11793 4a-- CONST. SPANDREt_ � CROSS-&UTTER Pt✓R G1TY s-"1�• r S -50S 9 \ q APPROVED BY J`' - DATE '- ► ' ca �� CONS-t. 5TOP 5►GN4 PER CITY STO, No 402 /� TM � '-- A / � o D7 —Cotj5r, Np.Nl7tcp.P RAMP PER GtTY s-ro. NQ- 310 CITY ENGINEER --J� R.C.E. N 23889 ---- GONSl. ORIVE APPROACH PES CITY 5rD. &/0. 305 q ANACAL ENGINEERING CO. DESIGN RECOMMENDED /U COW6T. 57*9&F L/GH j 5800 LUMeN /-f•f'S. V. 0 _ T.K. 1900 E. LA PALMA AVE. s DRAWN ANAHEIM, CALIF 92803 SHEET cp i D.Q. G.W. 2 OF 7 CHECKED R.C.E. T2364f DRAWING N0. T.K. DATE t%1- j FILE N911 0 `o 2,4! , F 1. -44.70 BENCH MARK NO.W 55*- �° p Ears i{LuroJ��u�c� 414 � G� 'Y4 � },-I EST GURP.S RE- 7L1RN� S.W.C. AMETHYST ST. oc v E L E V • I SO4.8350 � � � .� 2 X11 1r • TOP OF NV CURB a 45 45 r^ h �0' V. Pl=Gly 25 Ewsf/euro/��.z�o% S GRADE ti 45 h oM o oa 45 `!- N _ ...._. _ _ ` N N o � 50/ yG• V w t c O oma . • � � 45Xz� �a m 45 � ccj O TOP OF S'LY CURB c,�%� PROFILE SCALE ufare, ---- �P� y HORIZ. It = 40' VERT. I" = 4' i 0 I 2 3 ` 4 5 R L T p ")600,00* 2 .00 4.2.41.' 27.00' 0 i (° ZS'30 2?0•4o` 54.7_4` 27.2J G 30042' 18" 27Z.00 145•7Z —14-—c.5 AMETHYST STREET p 3o 42' IV 260.00 153.01 e' (-8.&4' E 30°42' 18' 2211c). 122.19' G2.�o' -!,EE SF�1" 1,10• 'A ( F 30432 30" Z2 121.58' 62.(.1` �•/ r/ G 30°32'30" 27 g0.15` 45.80 33' I I I-0 W Lo, NJ u 2 9 �� a'� 9 t- 3 l,� / D / t �y p3f. / W 6 �`� 3044 2 �� h L 10 furG lsli l rand Avg. d I 0, 6� p IU ryon +� Q -k 1.0 _ 4Fi ii' I t .Z 4l /Nao%f+et� 17 r 'A 1r. h - . L j 31-11 �j x c 43'S $Fl ---- --- r_ -_ -_ _ . ---- - _ --- r� zc - - i15T• �h'!p. x/1' 9 �O Dior JS �'�bfin�J'ro -W1G S1 llSTa to11 r ter o{�•Ln� - -_ /" � -t'H e E� �v►e,w- � '��°�" � � '- 3 tih.h$�� f F J�� N - �`ti( 1 // (d°, 12 ,/ -_- __ _ __- - a a2 _- _ f _ � ��•F s• 4/',"E � Cons E2 - - - - -- - - - -- -- - - -- 4C.- --- -Io 41� 5atmf'a of i ovt e {In e ` Exisr1. E oC'/77 Cr}l � V `�, Ftafure CL�r6�Gurlfe�- � 8 DESCRIPTION OF REVISION DATE APPR. 9 HIGHLAND AVENUE,�� CITY OF RANCHO CUCAMONGA �a PLAN AND PROFILE CONSTRUCTION NOTES HIGHLAND AVENUE f ( 2 j--CONST. CURB 4 GLrrTER (W C.F) PER CITY s-ro. 1.10. --.303 f 3 COWST. 4' SIDEWALK PER STU. NO. ✓10 q. CO�c/sT. �5'PAiv,�,�.E,C �C.eDSS' �UTT�'/2 PE.e cirY s7O, Ivo X08 TRACT N0. 11793 C APPROVED BY ,, . ,�!. �f DATE?�� - � CITY ENGINEER - ` R.C.E. N 0 23889 n- CONST. S7�0f' cV14AI PE.P C/Ty 5-rO. A40, 40.? `Jcovsr H,av�ic4P ,P-4�� P�,P CITY sro, A, ,31a DESIGN ANACAL ENGINEERING CO. RECOMMENDED T.K. 1900 E. 'LA PALMA AVE. e COwST. ,4 e L'/ry 57-O NO, 3fS DRAWNSHEET cONsr Vf/VE �4PPROACH PER Cl 7'y Sro. A/0. 905 ANAHEIM, CALIF. 92503 G.W. /0 CONST 5r)CEET �lMC–A!2,1697. 5,500 Li-�•P S. V 3 OF —7 Il 0011/57" 3" A.C. OVEK 5"4. 8. CHECKED R.C.E. NO2Y647 DRAWING NO. 12 00"7- OErLEFC709 p&e urY STo MO. 3/( T.K• DATE 12/r I f St FILE N' 911 i i I 15SW-N MARK 140- 65' GNtZ."Q" Cl%A GURE5 FRE'Tt_1Rrjl Sal1l� AMS Ysr S-r. 1-EMON ST. b'474 P L42.¢( 4 - � 44 w 0 �n 0 j 0 >n a s n 0 � � � + h � 0 p. rR TOP 1580 OF N LY C URB P�!�4 V 4.0 V-6. U Nm >, "tjm 0 6' Oh Z � \ 0p 0h O� 8 W N x p �( 6? m 0 h mN r s Z 01 gQ K3 � �t 6i in ' � a � "h �,� +T � 0LA 0 h to ��� tia 0 �� o �- ,�=0.40 0 �- ,PS-�•9o% L ® a oh 0 GRADE 1580 � ! L-42.41' L-42AI' I L 42.41' 1 40,!C. '06 W m w =4241, y 14 w o R 0 to � NN . 74 T4 � V O IA 0 � y � � ~ 0 tl Yf d o h rn of t_ h `� �}4 tV O P 61 � 01� N a W ct)�q m` @ 0 �l + ul x 0 p 1580 - Az � TOP OF SLY CURB -- - -- _- - - -- --- -- -- -- -- - - - ---- - — o � � E�v3�No�vro��r�x/nc�-� � �P=-4 0.4 'o tp `CEJ PROFILE SCALE HORIZ. 111 = 401 VERT I" = 4! CURVE DA TA 0 I y p 2 3 q 4 5 9 � 6 , ' 7 U i O R L T Q 9000`00' 27' 42.41' 27.00' V v d m ; � G 1 Co' 1S'3Co" 232 65.84 33.14' v f7 a !I QQP D tCo153�r 250' 70.'5' 35.11' ( � E t 15'3 Cab' l G.0& 38.2'1' 3 2 ti r: 2 v W �` i, I 15 h r' A �m� v 1!3.03' O �' p S �. 0 16 + / G /2°Z 4/" 37' 110.95' S8.7i' 0= E a �' t !n ct0 - H �4°28'4i" 5 5 lZD•S?' 60•G7' _ I �p I a y * d _ t� � + Z. W x 1 1-30 28 5t9' 104.24 52.30 I, } 20 61 .� 19 67 N 1 d 93.34 i ^ Z 0 �e. 1 i *ad 28 5'-57 ' 107.80' 54.11` V 5 I , � � + � m ( � A'O' _ � W yt.0 K ll 30'28' 555' 111.47 ' Ss�2 � I� ' � G � 4 � ?, � fv• �'' > + k t0 .38� 34.Co8 90.00 3 50 1 '• I �F ^�. 0 s� 4 .. B N W �t `Sro' 62A FL � 35 Bf` 1- �5 � .-�� V � d E. _ W r (n 7 y 8�F` N W cn Q 0 ujW L�7 8°5 9°FL t .00' z y A ( 3° J cn p ,3�, 3t.t 4 3s \� ��a h F i2 18' N � ^ ' 4 6 �q. I 5 a o ,� 04 K } 3 O� ��. W = tib 7�.4 !0 9-. " N 30' 30' 42 2 •� 14 12 a Q• 21 2 41 I PYRITE PLACE ' N N SEE SHEET 7 � 3 o ,�«,sc Z �T�. ORANGE STREET .�. ' :u�wo ,Pcly e DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CONSTRUCTION NOTES: • ORANGE STREET �— CONST ff" A.G. o\/►rR .�„ A.B GONST. CURD e, GuTT'EFt �8r C-F.") PFS 6rrY STO• N6' 303 5�- \-J GO NST 4' SttJEWALK PER GtTY STD, �.ls• 3.Io. TRAC NO, 117t(3 -/,Y- r, 5 J_� CONST. 5TRE.ET NAME StC--'t-3 PER GITY 5Tfl. N� 308 oNsr. sT s, ,.to APPROVED BY �� � �� DATE� � 6 c oP yrs PER c t-rY sTo. 4oz ' ` ' % .C.E No 23889 �— CITY ENGINFER �7 —CONN. NAND/CA/- ,QAM.b .�E�P Cary .STO• .t�0.3/D --- R -- ;ON6T. DRIVE 4PPROACH PE,C Cl Ty 5TD. NO. 305 DESIGN RECOMMENDED CONS 57*R&6 T Ur--yr 5800 LUMEN YPS V T K AN AC A L ENGINEERING CO. 10 T 1900 E. LA PALMA AVE. DRAWN ANAHEIM, CALIF. 92803 SHEET D.Q. 4 OF 7 CHECKED RCE N°2364 DRAWING NO. T.K. DATE 1=111/84- FILEN° 911 13EWCH MARK tog- 5s Ct1IZ."O" ON WF-ST- GL►RB RETURtA SM/C.AMETWfST '57 L.El.ApM ST. E LES/. = 1584.8 3� U N N 61 r N EXIT. �1'•LY TOP OF CURB 1595 R=-o.so �ro) 1595 to t t. . + �. N � N M I I �� + �, + EXIST. CL GRADE / No 1 / 1595 CR z-o•50•r°�_ 1595 �. 15 q 5 V.G 50' • p(= I LL1 L.=42.04 42.04` Ir, / N V \ O aUb : x ti N � a r1h m +h N� ��. CD h OOH Ly TOP OF CURB o� c o 1595 R�-o.50 •� 1595 1595 F.L. X Ca- TSR @ 0.50%. 10 cn t1 1 01 6� u a PROFILE SCALE ti HORIZ, I" = 4d VERT ISI = 4' 2 3 4 5 6 7 8 9 10 21 22 23 >/` - � k d scala: 1"=40' - J� m %J — r I I I Ilz 9/ ,3 9� 01. 1 R EMO J E Ex 15T A.C. BERM /g ?CJ 'L9 So1rJ EXIST A.G.( o• �. -_ - --- ----- -- L O 2 00 -� j 1g� .� t. Aw -� If1 -� •C�''�, �v . �`' � � C C� IkA dD v• S Gy �\ `I �- IOCo.48' -110.00' 110.00 ' 110.00 ' \ �' p ?� i m 1 p LEMON AVENUE o ..: .M 7 ( 10 1� ko°I \ M y N 5E E- LIFT H 3 2 II w I 2 3 4 5 a w s 6 �3` 3 ' Curb Ref Dafa : , 2 16 1-3is,_ 1A 10 AMETHYST STREET III I ti , . N L = 47. 33 � FZ 2 00 K, HST STREET TZ ��.qz 9 , n�� ,� 12 up o SEE SHEET 6 Of 9 / l V3 0 DESCRIPTION OF REVISION DATE APPR. Rt6HT MALACHITE AVENUE r LEMON- 9AVENUE SEE SHEET 2 CITY OF RANCHO CUCAMONGA � PLAN AND PROFILE CONSTRUCTION NOTES AMETHYST STREET /� LEMON AVENUE (D-- CONST. GvF2Pt, G,E> PF-;:;t-;:;tGkr{ gTp. +s s- 303 - GONST- 4' StDEvk/AL.K PER GIT`( STc- Pim SIO. NST. SPAi,lOREL E, GROSS -GU -rF PER G1TK S'r1� 1J� 308 T ACT N0. ` 11793 GONSY. STREET NAME 5-►6,N Piz G,T,r sTp 401 APPROVED BY DATE t �-- f ovsT H.4wo1c,4Al ,P,4,,-� sTa N0. 3(o CITY ENGINEER - R.C.E. N° 23889 ya--- 01V6T CIRIVL- APP99A CH P&R cI rY 670 Nlo. 305 l0 GJN5T STREET LIGHT 5000 LUMEN Hr'z✓ DESIGN RECOMMENDED T.K. ANAC�AL. ENGINEERING CO. 011 601lsT 3" A.G. 0V&R 5" A �. 1900 E. LA PALMA AVE. 12 GONs7' 0Vf-,PF[0w VgZEGTU,e pEr< C/7y 510. A10. 3/6 DRAWN ANAHEIM, CALIF. 92803 SHEET (4 Go/tl5r p.10' t4W.. 0VeA(,A-r Q �� � 5 OF 7 A.C. elfXl/ I zo SA�YCI�T CHECKED '`''' R.C.E.N°2360 DRAWING N0. �— T.K. DATE. Imo• jf _ FILE N° 911 5ENGH MARK Ne SS CN%Z.'CC pN V.IEST GuRO REruRt4N S.W..C.AMETN`CST SC' t-EMON c T • E�EJ. _ �5 g4.8 3G ril- b N U 1580 - - L=42.41' L-4-2.41'_ 014 00 2 _\ 0 O 70 o aco $. Q�b.a�L o N co a, (,rad& @ 8� fnr5�e - av6rne>7 o- co*to 1560 reo 1580 >fit)� 8 � o Q� iL � _� v• 8 N� �� ��-r r k - o � O� P 100, V.C. - Cp 60,54 of ZU P.I.=4B.4 Ola° e o PG1VL c 560 t=42.41' W yr 4 � opt - � PROFILE SCALE p a HORIZ I" = 40 ,!Q F VERT. I�� = 8� 9 �' " X �v 10 11 12 13 14 15 I� 17 18 19 20 21 dura ALTA LOMA DR. �� ORANGE ST. r ( (I (I I AlE "_ I I ( O h I I SC ► AO I ll � I / ve m e - EX��f it C.,o Adfusf fa qr G A�l�uf fo graW� I f0 v --------- - -- __... - - 07 f/��W ---- - ... - ----- - ----- - - -- -.-- - ------ -- Exia7� /� W.K///_1 G,' I �uturc 6 z— SAWcuT 1=x. — �16~�ivl3i cSEGv!r r.--�- i Co 6.8C'' / 83.00' 80.00 93.00' cj3.00' 93.00' 101.02' 100.00' T8.00' �� b 46.00' O Er.e'Rinpb�vv �l.CyC z p2h�/�±. C ,gB n, 5 • 0 � 21 f� 2 b �� / s dl��•�; 4 mh hid/ x ( ! '� ► A �,. 29 R 'd 28 27 26 25 ,c 24 23 22 21 v �� el"32f� 2 ► H I G H L N D AVE . g P x 8 x SEE SHEET 3 0 V t t� '� �� �' k k ►� 30 o 111 Q `4. �� 1(1 �I `+� � �� • � ,o + y 69 co v /gsc�c�or M Prior T S,�or7 ft/or,� kl ♦ `I. i q `►� 4\1 `4 1 0 0 E H T �.�. AM T YS N , s1 ` QRPN�SHEEi 4 CONSTRUCTION NOTES 9 9D 0 sEE / q 0 .�70r�vG`voys�iPc,�xc�� cS'�.x-�Tj.�.�.�rs t�`•!�, ) y O DESCRIPTION OF REVISION DATE APPR. 2 Gor3ST GURU S GUTTER g" C.F. PSR G%TY STD. tied 305 ClirY� ��o 2I CONST � S�OEv/PtK PER C1-� STo. NO. 310, CITY OF RANCHO CUCAMONGA G OttST. SPAKDI�2 L 4 GROSS - G cr TSR fle-R G lTY STD. N Q 30 8 ,G= 9�,2 ' aS GO RST. STE?EET t1 A1�1 E S\vN PEf2. QTY 57 C5. aro 1 �= 6 OJ' 919 IPLAN AND PROFILE ( y }— GON5T- DRIVE APPROACH PER CITY STD. N0. WS _417 p ,2o.Od' S6 23, to v CONST STKEET L16NT 5000 LUMEN HP5V f Il CONST �u �.� sA.5AMETHYST STREET 12 GON5T. OUEr, FLGW DeF4EGrUR PER city 5*rm Ala 31G. b '• b , 0� f4 COA157" 0.10' Min/, OYERI-AY a vsr e4,7z-y ws/w A0./,"M/rff,2,/7'�E,P C/rs� S;17 �� ,�,� � ,'; , - h TRACT -NO.- 1(793 APPROVED 8Y / DATE / (� I n /6 ,P• o�E .ExisT-iv� p,Poi� �ivcET h c CITY ENGINEER - R.C.E. No 23889 rz, G=�� s-z"i.�" DESIGN ANACAL ENGINEERING CO. RECOMMENDED 4I G f? b .2 /o.� T.K. � a.44 DRAW 1900 E. LA PALMA AVE. I r- 3..33' N ANAHEIM, CALIF. 92803 SHEET -- -- j D.Q. g OF 7 c�-.�•�cf To.���rs� CHECKED R.C.E.N°23647 DRAWING NO. 2� s��l�/�T�.F Tiv/7S✓ O/7�fG/� T.K. DATE 1�41F IL E No 911 BENCH MARK We SS CHIZ. "❑ " OtJ WEST CURh✓ RETURt-t, L= 4r S.W.C. AMETHYST sr. Ar LEMON ST 14 114 44 1 ELEV = 150 4. v m L4?.7l ►. h o, W 8I/2'v c. TOP OF N' LY CURB 11191 1 ,o W m n t9-_ o TOP OF E'LY CURB c a=o. -, CR-0.40%) -- 1570 \ - _ o, ti oi=5z 94 _: ' 70 50 1550 Nei V ti y _ _ a�4 d/4 a14 a/4 . - . � - _ ` ` - a � � \ � � � rT.046 f GRADE o W ry h ON IN O � O * I5T0 - - _ _ �� �._ GRADE o . _ _ -� '��' ' 70 50 af�� 4551, ' c'= rr?.00' 43.5 c=r�so 1550 P.1;5293 , STOP OF SLY CURB Q �1 �D W maxis . cc CA ul � _ Ewi2s7z �/�iizx x� , 0.44 =�•4¢° - le=0: °c --- o (R 0.40 1570 - - _ TOP OF W LY CURB 70 5 0 A 1550 4a 1!C. d _ _ , P./.5528 V 1 QIZI \9 fq_ x M At -Ps 3 �7 � In -N h PRO FILE SCALE HORIZ: I"= 40` VERT.: 1" = 8` 8 7 6 5 4 3 2 2 / 0 r w 9 SGAL.E : 1" = 40' V r 9 � of 2 s 3 m h .. ��15 47 A o 43 W' 44 45 46 47 Q i� 2 Ip 1t I"=40' by � Z h d• � � � a0 + {! ` _ I op' •a.3 s?• L, x �F a .`� .1. 36 a C �, H ► 0 1�l h t gV Il, 3 p � a a t 4s f81-04' < , y ogTc s.00� -----__-=. .•,. . .r.. ir.73 �:s'9.2a• 1010 �� $ . 5g� 1� • ;'-,: •> 79.4zfL 74.33�L 3f 4t N O°2 8' 11"ytr. + 33` :• .. .; - ---- _u - -h _ --'`- 3.00 1 _ 1 9 6 r 5 p0. TC . S.Q9.G 3TC � I Y FL 74 33/, c4 690 r 69.3L�[ `o�G rc ----_� 9 0° 28 48"E '� ��.DO o s, 9 h \' a �• � --t- r i c FL G�.D 3TC G/. F1' / i, 1 (� F•I. �1Y�� OF+s � 60.nc ' L-,27.23' L 63.3GfL � TG 1T N y �a.ii. .. Go.97FL fy 5R Q / '� 5'�a3 G �. h`b\ 0 h�•5;�j`��. `5i 6 5100 F�) W ` r ` ` _ \ i1 G-ltts� //n/o171Vt�r/cnf�x►' r7wq lclo• �o /Ak POOP, Vto �`688i3I,a5' 93.3/' 500' 3439 V A C !0 3 ' 1-1706• 2 o o . . to s D V K v I RCrd01iG . lxrriCcde � � � m 41 0 4 0 ti 3 o ORANGE ST. T1.1� 39 O -fret " y h 8 37 � 3 5 Im � z .P��%� r. �o�/e S SEE SHEET 4 3 �1 �p y u `!. m i ~v 36 34 33 9 1 9 9 90 h � O DESCRIPTION OF REVISION DATE APPR. 3 ZIN DATE PYRITE PLACE 9 , 9 9D CITY OF RANCHO CUCAMONGA � r Q A 90-00�� 2 7.oo" 4-741 ' Z7oo 8 x`0704" d,(�GiO 73.8/ ' 37Gb" � j, PLAN AND PROFILE ; C /Do7O4- 400• 70 64 35.4/ CONSTRUCTION NOTES ALTA LOMA DRIVE.. LTALOMA3� .5z s' A DRIVE D /D�o 7b4 9 r 090/005" 41g.6e, . L� C OVEM O9'/0,�.� �, Goo/ 32D7' J� ONST. 3 ,�,.�. o E PYRITE PLACE 2�--- c.ONST. CURB 4' GUTTEFZ (8! G.F) PER GiT`( STD. NO. 1303 090/0'05" � G,?08' 3///' (3 CONST. 4' StDEWAL_K PER C1TY STD. NO. S(o j N 90 -46 .2700' ¢,2.71' 273/ \J TRACT N0. I1793 �--- CONST. STREET" NAME SIGN PER CITY STD. P10. .s08 1 /D�DDOD'" /o.Z00' /7.80 8.9,2'' APPROVED BYf. . = DATE -. :8 - - ' R.C.E. N 238 3 sAe Selo /ze,a HaNd C �aMF=l PE c1TY SMV. QO- 310 CITY ENGINEER _ _ _y_. - R J (�7 aC�NST. 1 .4P R _ _ K 90°38'38" 45.00' -71.19' 45.51'-J/ GONST 991VE ArpROACi-f PER CITY STD NO. 313 DESIGN y RECOMMENDED !� GoN5T. STREEt LIGHT 5800 Eu&76-N/ HP.SV ANACAI. ENGINEERING CO. 13 G0A(ST• YIELV 5I6N PER CITY STD• A10• 402 1900 E. LA PALMA AVE. DRAWN ANAHEIM: CALIF. 92803 SHEET -� 7 OF 7 CHECKED R.C.E. N°23647 OR AWING NO. �� DATE FILE NO 911