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Rc St Improve Plans 752/13 Thru 752/18 752/13 752/4 752/15 752/16 752/17 752/18
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Z /� r f. �.. }2r e , 1 �t�t MORn//NG.GLORJ'. .__. _ ._ _ • Q' •w U �.• . ,-.,,,,-; . tom... •e , . �•✓ �3 � . � 4 , � . °.1 3 Z• - (,, Q a J \.. fin/•- � > Opr -.. . ,..:-.� .. •':Ty 82.8 • ••-,L�, mot, a�—�--�.�..�.�.— '`� �J '` •fir „/ }z. 6 ..,�!eu'.f-'`_ 1 'k� �a �. N �- J gg Y W �Q ,`>•\Q �� C�• �_ "� �_ �-t`�`9`3; ''� \' �^ / it �22 00 98 lQ 04 / N.3 I. a o uIZ kOk• a31 5 103 1 p0 b V, W /fie a :� T�; I 99 4L/l[L;FT) --.. ?" /� oeX///VG toLORY �I- -DcRBERR Y COURT IVrs e P' s REET SEE SHEET LP RI&NT CUlf I ff PA;1A� NO. DELTA RA/,"///5 :CENS TANGB'NT AlUXARKS C-1 /98,°00'OOF 3800' /.3%.32' CtJL-OE-5AC G-z 37°36'29" /00 00, 65.64' 34.05, ZT.CURB C-3 6°31'50" ME. 00' 43.54' _ 21.79' LT. CURB C-4 A"3/'50' 400.00' - 45.59, Z2;80, ¢ G-5 26°08,191, 418.00' 190.69' 97,04' RT CURB C-!o 90 ° 00' 00 27.00^ 42. 4/' 27.00' LT/RICU,(9R- -17 CONSTRUCTION NOTES lO CONST. 3 ` AZ COMPA6TEV NA'; IVE (3i — -CONST. 6` CURB 6 GUTTER PER STD. PLAN 0 109 o---CONST. 4` P.C.C. SIDEWALK CONST. DRIVEWAY APPROACH PER STD; x305 I(6)---INSTALL STREET NAME SIGN PER STD: PLAN +401,6 TANGENT D,47,4 NO. BLEAR/NG 1 O/STANCE I Re&AAX5 7-1 7074°35' T-2 I N33"74'44'E CONST. SPANDREL 6 GUTTER PER STD. #308 LJ CONST. 64 TO 8' CURB ONLY TRANSITION n 10 INSTALL STOP SIGN TYPE Rift 6 STOf- FAR PFR ETO• PLAN •402 1. - CONST= SIDEWALK 4 RAOP PFR STD. PLAK s9k, 1 1 — CONSr UNDER s1UElYgL/f Or:A/N PE/' .STO, . '.AA' W507 . /W'6; '7M REBAR -J 69- 9re-QC. 2P IN5TALL STREET LIGRT OD-- - CONST. s/LEly.4Llr r2,4ivs/T/G46s ANO 6 r �f"oP�N/r/GS r>/ ~� � /Y.,/L/r Fi7�r' i'9gtLBOX PG'ST5' P,_lZ.OE7fl/� �i%E,FT' hO. P1 40 4,01 � 0 40 fiU feet ?too 8+00 '.+oo 0.00 _ /7Y-oo 9t 2/. 63 � /NT. /'JORN/NG GG D.Py .OR/VE 4=fS;748 .ELOERBERQ-V COURT 3 SEE SHT NO/6 5 5 5 i5 IC 94I S"5 glo 197 98 99 17' �A�l n l 1nI cQ p a1. �14, F' I 1 /Of90. 54,9/NTMDPN/NG 000E 1 1 m. ` �ebQ1P' L-tr4i' 44.61' 6Q.t1(, _60.01:, 60.01' 'B.16••� \' n• /. v •1• 5 C/ -,•r .. �-- ROC.C�20S ,4 f/EN E I 7 ' L . z o N 62 C T L y 4 3 m F a • 5j 1� i 1 1 I p o _ `/� � ;, IM'.' O -}_C' 6 M}�' f5 � 3�� . :.. i C. ' -,�2.. (D C• � �'� O64F TC :l � If a 3 38 N28 • h0: f ;. " F.. 80.' I0 �� ��9 I TRACT BOUNDA/?Y + a c a fljG�ii a /B 4 41 1- Y COUF?T ROCKRCSE A Vy . SEE SHT. e LEF7 SEE SHT. NO. / 6 5 MORIVI (5 Gl.ORy DRIVE E CITY OF RANCHO C= CURW A4TA rVO, pFL TA I RAO/US LENGTH TANGENT REIMRXS G-1 41704'28' - 53200' 37 .65' /16 9Z' RT. CURB C-2 4004'Z8" i00' 50.' 39.//''. L9.51u' 0 G-3 4°04•'28" S68,00, fi0.39° Z0.20f LT. ar B C-4 86°00142' 27.110' 40.53' 1 25./a, ZT/RTGURBRET. LJ 40 0 40 80 I" = 40' scale feet APPROVED BY ;-�T. Y ENGINEER: ,C.,C.A.A.,M.A.H, J.N. 3156' )PI • ..t'r ` a'q�h, ,n a - . )4 f, �•. a °a>a .n R �qv �, i ..�a.v t�� ..` ,.1� . `Ilk •� a o A r 9 8 �G �IN pNQRIC- -l& t;MAM 'JFo LE ='/. AC Loop 10 1? 046 5�6J,.B.S MORN/N.:' GLO.PY t�R. !l 1/9 /20 if! 1?2 1f 1 87 88 02 5 4 lli 4 l lQ� 89 f 0,00 h �— 92�� i[ o Ste- G o' \ p o 3ti F o o's,, v,QN S� Gy ti % 22 `} 22 /?.6T:WiDE90DR%?'y s l-� 0 /9 2 _n63_ 42.orr ss.5� ae.ia I G 117 g C ... )qt a q, _. 3 e ,Lk � 11 s�w.MJ%i � b \ � ' �fn Nia•' s ��---�_—' ,. Z u°�szz°w z83a�' ~b\ z\• 3 boys m� ray .oA b� ���' 1 I U •��. 3 ?�4 F 24.78' s.92' 59.94• 5.b75 •�.cam. 3ti}f y t5,3�y1, Rt h52 '.5a 4 .:• R%YYiiJDE71 RAP PT. O �) W �, � � � B- y3,, r,=ss4' � n � � 'v a � !I � _os" •:,•. � � Q.cR• h � 3 3 �� � \ IsSSZ• a Uj II Q¢= 4 p 10�c x O t �14 FN. i s !u 01u. Mo �3 a 5 CURVE DATA o- GEL.TA RA0/L/5 I LENGTH TANGPNT REMAKKS C I 210°00100" /5.00 0, 38.00' /39.28' — CUG-of-�/IC C Z // Z.00' Z5.32' /4.75' Lr/Rr cuag C.3 9Z"50' , " 27.00' 49..76' 28.37' LTCURB.RET. 24 7J0°24' L" 27.00' 36.95, 22.03' ,@7 caesREr C5 10913210,Yl .I 2 z00 /09°32'07 27.00' 5/.62' 38.23' CL" a e--r C6 S/.62' .38: Z3' LTCUPB TEL c7 2OS°SO'74" 38.00' /38.3/ — ICUL-oESAC �-14N6ENT OArA N'• BEAR/.VG I 0/STANCE I RQ-7AXW5 T i_ N OS°/4'3i3 "E 57. 53' Lr. C[lFr9 Z N 2/"�:5'Z2 "k/ 7.53' T. GARB Nze° sa^w 7z.o ' irCtl,�a T 72.U7' �1 CZIR9 30 A 0 � 3 INCHES' UN ORIGINAL. PLAN H5 � 5 ��5 .� 006WOOD SEE SHT. NO. 12 PLACE CONSTRUCTION NOTES: -- . 1�---- CONST. 3• AC OVER ' COMPACTED NAT/YE CONST. 6• CURB 6 GUTTER PER STD. PLAN X-90 /r�0 wi CONST. 4 P.C.G. SIDEWALK CONST. DRIVEWAY APPROACH PER :ST`. #305 -c 3, �. 3, 3'. !. 3, 14070 r 40 0 40 80 07— CONST. SPANDREL 6 GUTTER PER SM- 0308 ,. I .. ; • • .. . • 1 - 40 — — scale feet �2& CONST 5/OE/YAZF( TRANS/T/O/1'S 4ND 8`� ems` OPFiY/NGS l U iN W4LK FOR MfIiLBOX fDSTS!l DET.1/L �rf/EEY,4'0 Z1 ° -USE REG!/LAR �3 91 g� cuTTER N/OtH 11 CONST. SIDEWALK 6 RAMP PER STD. PLAN 01.E%0 17 I-bIJST• 6"CURB ONLY !� /9 ST 5r G 'X8 5/DEWALK ORA/N PFR O. PLAN 507 16y-6' Sr_ RE6AR 3 C 3/2 aGJ 22 INSTALL SiRET TIGHT CURB L.I EAMA17 Z��TA/L iv 7: S. @ 'O' 5rhEEr _ 4 F CITY OF RANCHO CUCAiMONGA PLAN AND PROFILE ) OGA100D A)LAI C S'TA. I+ 00.00 TO STA. 5� 1(0.r34 TRACT NO. 12 04 6/ APPROVED BY j-- CAlE CITY ENGINEER: 6& — R.C.1... NO. 8 DESIC;N BY: HAL AND FOREMAN, lNC. ENNDa CAA C,£_ MAR 3186- L AIRWAY AVE. DRAWN BY: COSTA MESA, CA. 92626 SHEET' A.E.B.. gjw (714) 641-8777• /5 OF E/ CHECKED BY: l i .. DRAW1134% N0. M.A.fx' -'+ 7iZ �— u1' iO B . R.C,E. 'NO. _ J.N. 3130.- 4 BENCH MARK: 137 13,N, SPIKE IN S. SIDE OF PP *1619753 E #T ON iv. SIDE OF BASELINE AVE, 395 ± E. F DAY CR ;lK _„� ELEV 131,9 "�®T �� '� '���G.�I _"� •��.•r^'...�.` III ' i � 97* �_�.� �� r 6A 'y ��• _ �>= a gC3���r.'�'.`. �7 C t.'^i r _ _ - _ ._ —+ _ _ • - _.. _ z� # ., .x_ _ 1-- --___- -o .✓�"f` .�.. _ �5-��.. ice.._ _ � - __ -71 y _ , _ t t , zt,AD - - _ - E .SALE, G. - _ _o 0400 1+00 2+00 3400 9+0'0 5+00 00 7•�00 RIGNUA0 AMENIE I Y DfZ. 5ff SNT. NO W y�, , TRAP T • N,No % s \ T h u!l Li �voaRr , Mo�srrE sNr W0 1 � , a la• s ` 22' � 3 r, t1 4 S V \,, M Cj 1 Ite 1 Ik9jt� 1 TY/SgREATOBB�oiYST/FY/[7E1� (q o1 r (� ti 4 18. !8' 4' mR 5'9 V7, I I I\��rGf EX,TELEf'HGNEiIIVES(AER/AL1 cONCURF'ENTLY JY/tH T. /, O<S O p -$ iy Y� 105 ,M' 104 i 0 I ; J L ! `! , :, • 4' �u Bc II r� 1 U� N �k EAR * Ih + •, / •1- ;j - ``S-' 4'�4 4... ,, .o4:.t ��.. :4G.9z` IOm N .i. IV' ,� xx �'• [.. �/ /11. �. � \ � V � , ��• oG m- 23, : � 'r1 5 a. w Oo '�' �R o L •. hecR � �,� �.' `h;'_, Q• ti� � E � � r EX. /iPl.>?L/!l'E5 TO BE C'R�✓5'HEO r�ABAN00/VEO � '� y •'�alp'�, �_ ::•'... .. ", i z iv -� W._� O%� W�7f46.50 /NT. ROCKh'OSE AVENUE � - �" �� ! te52 y � ' E`MO 'aP M1 ' L,33! ��� �\%��?. U .: �'�� _ . ;: - - � ,. i�.l A ..(. �W � \A�X• • �✓23f.iS. 6/� h'IGHLA/"O .SYE_ , I 6,4z, 14' 39 192:yk,v� % - � °� •- •- � 78� T.POC,�,E'OSERVENUE v\ a t<a.ds 6a,_ a ,. r?,• u. 2 tie 1` 0 `' L-72. a�'. � _• .. 9.� ... � :. t4359:.76•....' ..: ....: ,> �J :.>: C ..7r25 \. ., .':' •.. � - ,: .;.li -%�-� ti \ %+/%SO.�/NT. ,20C..'%2✓SE AYErf/UE-- -, (1 GQ 4� �!•r l.` ' ,; -s `�r�:'�`�.. �. C. -) , ' ., n, _T �,� �2. !�,,� _ _ , . , ✓ ,,-'ti j IR ,� 22 — 2 ' ,!A - .:lZ '! �-- _`_ g�, A�:�7 /J O• f EX: RIGAT/OK LIVE TO BE PLUGGED s! >'/ . ) _ -� 2 2Z 1 i-' ✓ �� �- i eo A[� /0 4 \ AB,41wolVEQ G' V. ,` , ��' r_„__ .-'�- •.� ; _ .FUTU.4E ,S/llEiY � '71 L 1�aS4 1 Ji 22, .: y' -' Tt 207. / /� ... :: Q �+ 52 rjACF' 37-�f 399-SN'' i O �o EJ TELEPHONc" INES Tf1ER/ALl = __ - f °orUR� 5/DE14ALA, * I V I I I REL 0eATE AS ReQVIIREV c -4) V AW-N!/E 5+0Z.46-i:VT• ROC,, ec E 4VE. J�+MO.PiV/NG GL0.2'IOR. JEESf/l. ND. O , DUNDARY E.Y 2 'STEEL IYATER G/NE � �R �Q` j 1 s� /AEtANOONEDJ 1 /V 47- A PART l// 1, X /RRIG.' SONG/NE r�Uli�` .9[S/i1VOON GL.li2� O�°.TA jam) CONSTRUCTION NOTES: f.J� C7EL'iA RAO12J rJ ._El-1gT1-! Y.��-tC ENT P�J�'V:2fG5 :. 2.I4_' ¢T2, Ptpr)- ©,, C� /� �j, IA s G-2 •hb'�Jl" 5.30.GY>' 372.GIr.-1o2,99' LT,C:L.12PJ' .�'J1 /��/E'�/lj��„ 2�7..—...----QONc;T 9" AC OVER. 5"A.D: c-3 '�io9'�2 �iJtv.GL7 99 - �700, Iza cuw:� (2---CONST. 8' CURB & GUTTER PER STD: PLAN 0309 G-4 Ib 5 "17 1" �i�kJ-.0.5' IEG.40': �.00' RT.CLIR.� � : _ c- G•sT17" a,cn' 73.0�' :56' - _ CONST. 4' P-C.C. 'SIDEWALK: G-6 7!• t�o2.C.^s'' - 119.p7 59.73' �-- `-7 2"5' I " G2.G•IX7' 32.10' 6orj' LT,CIJ'�(j INSTALL STREET NAME SIGN PER STD• ?LAN s90/6 CITY OF RANCHO CUCAMONGA !o20.GL'7 79.4P g=;.79' Lar Gt�1RFb ,\ G•-9�. eocn'GV" J5.00• Gb 9�----CONST. LOCAL DEPRESSION PER 5V). f5tS. ^ PLAN AND PROFILE 10 - .p,_TALL STOP SIGN TYPE R1R & STOP BAR PER STD. PLAN +402 �04���5� � I/G�VG 1 }1_ CONST. SIDEWALK & RAMP PER STD. PLAN r3ia 22 INSTALL STKEET LIG'NT /✓OPTH JoV;rW14 N1NA9 0PVS LOGY' 70 111aV4.G/VD s74E= F_1= 2,EhRi as - CISTAWGB KE�A2Kg �-'-'-`-a rl . r-r r 7o•2a� "w%2) 35•co' TRACT NO:.1204Go, *-ro -rrz,r3ce Y. DATE APPROVED 8Y ' r J 17� 52 wCr23� ace' ro.w,e, 40 0 40 Qo Cl rY ENGINEER'. R:C.E-1' V = 40' .. LeT— �-iu�� stile coat DESIGN BY: I HALE AND FOREMAN , INC. RECOMt LADED: GAA:,NA.Y,CC 3186- L AIRWAY AVE. Cel- DRAWN BY COSTA MESA, CA. 92626 SWEET , A,E:B, J.R,W, (714) 641-8777` 6 OF z/ CHECKED BY: _ n —d. DRAWING NO. M.A.H. DATE ' ' a"®! R.C,E.,NO� 752. J.N. 3156-4 I. 30 X,_ems •- C O IaRIGINAL PLA14 0N _J v 2