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LjT'tE.--t c�"Ot�1='Qat,.[.t�=�a� Awa �'k��--�►t?-��` a.g t�c,.tz.`a Pt?.tot'�.._. `t"c� �C�CGA�/,d�t`tc� .,1�1`�"%�•c�/s �.rri�i.� T.�e.�c��,wQy�Svc r� ,CQ,.�,o%f�'J •4// ` All �;?.�,..5:%7�" /ia�,o•rc,���rn��1�-may /iac/uo'i� '4er�� �G'rrx�e��c.�,.4'r�c/.k',�o/QG•�-c�?o i'i�' -��%s'r�ic�c'"� co P v-,.i• ,� �:/ Per,, .-..nom.-�/1/i~� •4 CONSTRUCTION NOTUA T I Y ESTIMATE k eC- A 'tZo�t M A�C A t�.t.trj A Tot ���-t P�-L F�o-C" �'c S�fct� t!-� t Mt�`t`S�'S2-t AR-- c�.t•��t2.tc.�e-a �'�-��'c�� tT �k���-- ca�✓t t7� �r2.. t-4 t� �� Q c..t At•.GT t"C"t S'F-� � tit�b t t�,.I.� At�I.E� �-�TQ-.L1.GTt Q 4,�- Ptd Q--•'Po s��a• t �tt 6LF- OO _ CO2. �' . . ac)' .;?� 7� '�' 7 707 %5.A' -- � �p��. �t t'�!,'G`�/AE--•�... t���• G'°cT`(' �a C�..�• S'�1�.!'C�r. . tom. �tc�. Z: � �.At�/lt✓' �'�`Cz.• �•t �T•t�. {���. tea• /'z ' �1 1 2 4' �' 6 37 38 39 40 41 42 43 519164.4 Grit 4-i c l�LjTT� t'' - .F I S�"'' 44 moDoc �, IF..G�TP•�.t._.. 2Te��' �t��. r��•- c.tT-�' �-r+�� 0iiiii ►..cD. �z. 28 tra. 2 1 2 _ ( SEE SHEET N . 3 (a Q....t..�tY i SU P-i' �•��'v - `. �a� 2t GA � - Gt`S`�' �t"� t�S Go 'A�✓ t•n �T aTlc�. . �5 45 T T ,� . � . f 2/0 4 I 20 25 5 ' � ��. .� 67 66t 46 1571 cr7-Y -57Z2 1-:;>A' ft�c�. .�/ /a 4 o I 2�' 47` l ,c� U7 77 75 76 55 (/-9) 77 4854UE GALA -. ous G �• _ E SHEET NO. 2) <? 49 roG�c�� fQ be ct coed � 7�I� rim r v Gates ru G f�o�i .__ l5 >, " °1.�rl v __�2- l° �•�' A � ter �, �, J 7 I7 q ► 50 DAT E A P P R. ® �'",� DESCRIPTION OF REVISION -- �? "" "CAMU"' Nu f-- _ uu 1 I 1ultiid w - E ' SHEET z z / -,. TIT �- F- w 1 z w T F\ 1"A" u"'T N - ._ w w 1 APPROVED BY DATE TE NOTO THE CONTRA.CTOR 130 KEY -_ CITYENGINEERR.C.E..C.E` 2 �M�t--�cTrc Q-�'Gatc��.G�4t�tt_.tT`j' 3 889 I -rt-tP�t is u,Ac-�. r...t M,� FU L it p t dt� R ECON1Mi N ED �ca�t r A�Tc Ae�v�� t t2 of o`f t �-u t�t t. c� Tu�-� �A �`�' o� plut, NO SCOL DESIGN — - -ru N CSL. EN(aINE INC C . col�t2�s of tet. t_ Apt k ..1 r� _- �to 1T tc t.✓ to U t t�1G� T�4 c�t tart s� t`F- ✓4 t At<.c © 't''t_ Gc�t.�rt't t-�c�c�t tea ` Tt s�AT Tut �' � �r� t rasa.n t�t t '' A�� , I . C} f � S H E E Tw Tt-tAT aAoluitDRAWNANAHEIM , C CALIF� I0111 -e7) "c)2-• At. Vo2v10 cvv- "4tooeAao �� � . j APt,*t- a IoM R.C.E. N° 364 ]RAWIN _G _N__. CHECKED 'e)iii xi; &`/s9 DAT E F ILE No _ _ BENCH MARK NO. 97 CHIZ."El" N.E. COR. CULVERT s ' HEADWALL,N.W. COR. HAVEN '�� ��' = bti' -4724 vG- 19 th ST. P 1. 420.ss 1430.888 y ELEV. ? T t f r + •t i {i 'NATURAL GROuv i s > K F t E 2 d r , z 41 .70 412- G G P1414.92 N LY TOP OF CURB PROFILE 420 < N-13 I 00 tl-lt 24t �' V1 4 1j v 4tl� t4 o•G�¢90 — — — , NATURAL GROUND ' X- utic✓�D 9 CENTERLINE PROFILE r n ' .G. s f'•%=4/4. 9 m f?/=4/3• P.!. 4/2.54 y, r 420 NKS Z ? p V NATURAL GROUND �U v ` , G aC SLY TOP OF CURB PROFILE V . �' 1 ' 4=4Z•31 =42-0' iv`/a7f' P/.-4/4. �� \ { • YG• Ph4(Z•77 �j , 420 ku cp vIlk oo v0 Zvi vv� co 100 0 A �� f PROFILE SCALE VERT. 1 = 4 H 0 R I Z. i"= 40� — 1 0 1 2 3 4 5 6 7 8 9 10 1l I N YO P L. " TAtiAMA PL. � C2as Rer. 'D�rn (2 pi� s) SEE SHEET NO. 5 D� �,t 02&f SEE SHEET N0. 3 �j R s'2700' O° Gr rb f. u v v a'a� q v W L = 42.41 `I �7,7.W' v m T` 27.00' ? d = f0#04f S3" , rZ 21 I 1 I t , , 68 69 70 71 72 73 74 75 76 z' "' ' I h 5 , I 18 23 3. • + s r , 3 4 s 77 4 ' o m a = — - — --- — v oto' �' a Z z ti�tit Gcrrtr�tf � ,1 e'' I ti LI — f - -- ► �• _ /3-oixs�d a wafer I 2 r 4�4 Q�' — ° — - C r'laltX' etie� o _, �, L ' 134.3 F- N ` __ -- - �I\ 1 = _ �_ cn otic +lj X13 I 01 67.99 7 •7 IG7. r� S cs.ov 2 [•rttt 78 • r t I Cir Cc. r a s p/" rb r c Azt I ,µl I �j �► Z W ,� � LS- 11'23 Z2" 1 I ? 17 88 87 86 85 84 �: T= lr.rr 6 Z' ► ' Ica' rzi. �, °� 83 82 81 80 1 79 o I � b � r►t__A4tg_ I I i i Curb,�f Cb�4 I ( I' Q•S fi'S5 D7 � M 4.9oD4•rJ3a q ' q � � Q•42 O I NYO :PL. R 2700 , 24 GSEE SHEET NO.5 � • 42.4.5- TRIM 7 7- ?1.x4 SEE SHEET N04 ,4Q •�1.c:A ' � • 42.41' , GALA AVENUE DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA PLAN a PROFILE CONSTRUCTION NOTES ` . GALA AVENUE �2 -- CONST. 8" CURB a 24" GUTTER PER CITY STD. DWG. NO. 303 --CONST. SIDEWALK PER CITY STD. DWG. NO. 310 Q¢ --CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310 TRACT . 11606 &—CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 APPROVED BY �'' % DATE ?—INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 CITY ENGINEER :t'` R.C.E. No 23889 & —INSTALL STREET LIGHT ,I „ DESIGN RECOMMENDED CONST. 4 A.C. OVER 4 A.B. � �,•�/� �� Q JQ ANACAL ENGINEERING CO. � -6/1�f�,y II < �� P. 0. BOX 3668 5a—CONST. SPANDREL 8 CROSS-GUTTER PER CITY STD. DWG. NO. 308 DRAWN ANAHEIM, CALIF. 92803 SHEET of 6 CHECKED RC.E 1 23647 DRAWING NO. [ ' J. DATE FILE NQ c' _BENCH MARK NO. 97 dv Z I,oa v CHIZ."O" N.E. COR. CULVERT HEADWALL, s�q N.W" COR. HAVEN 81 19th ST. ttt L-!l1.35' Na61 ELEV. 1430.888 - A , y :. T. _. : _ � '- - 1. ,. ..,,....> .._ - _..... . ..._... ...... ...: . r 3 ' i t t t / n { , t An ce1 � NATURAL .GROUND t T v _ Y N L TOP R PR 0 OF CUB PROFILE 0 I R <NIt - � V V 5 � 1430 ,• - . � N 407 0.76 076 NATURAL GROUND 1420 w LY TOP OF CURB PROFILE ti Fl-422, 1420 1425 ks Ilk pro., ��=42�.e'j CENTERLINE PROFILE NATURAL GRbUND ^ 1415 NATURAL GROUND M �) f'/=422.e� Nha ti1430 CENTERLINE PROFILE '-- o d' 1420 �.i''' c- ¢x ' 1420 1425 b , Y G. pp a �i •42s.o8 SLY TOP OF CURB PROFILE s • --r +t}1 v NATURAL GROUND 1415 It's 1430 NATURAL GROUND _. .alai E'LY TOP OF CURB PROFILE' 1420 9� e �- 1420 1425 , ; .41 14x5 ir-,r-A1TicQG PROFILE SCALE VERT. I"= 4 HORIZ. I"= 40• 0 I 2 Cut<66:1Ave 3 3 4 CuC6 6R[!&-DATA 5 6 7 8 9 10 Q 10*00, 0o" 102.00 , 10 00' o o" (�- . : �;�`'` 102.00' 23 24 m 25 26 -r-_ 92 CuR5CUwet),arA 28 Z 129 30 31 32 33 34 35 36 ti; 37 38 1 R o= I ko-00' 0 0" tl 2 y 3 R= 5 5.00, ? f: 4 �•�� L= 111.35 27 3 N 61 �. b cW O - a U �� � W Z ` - - Awa 27 Qt, . M ` En Z 00 n W prop. s� 01, �` , ��(� Ahs ti ° / � � �'� Uj 13 17 c� ., .t � � o'' ` �• •�b�� / - � �� - '� — z water = 777= .W. TEHAMA PL 11 SEE AT LEFT ?I 68 67 2 : �I �. „� ? 67 66 o� 65 64 63 62 � 61 60 59 58 _TEHAM' ACS_ o N MODQC, ST. ' SEE ;AT RIGHT - MODOG STREET l�U1C6 REt DR�TA A 90' oo' 00" 2'(.00' L = A-z.41' T C 2 O DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES PLAN a PROFILE I CONST3" A.C. OVER 4" A.B. 16fle /7,J Q--CONST. 8" CURB 81 24" GUTTER PER CITY STD. DWG. N0.303 MO��C STREET 3 CONST. SIDEWALK PER Cl T Y STD. DWG. NO. 310 a-- CONST" ACCESS RAMP PER CITY STD. DWG. NO. 310 CONST" RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 TRACT NO. 11606 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 APPROVED BY ` GATE " 9 INSTALL STREET LIGHT • CITY ENGINEER'- ' '`ter' R.C.E. No 23889 DESIGN RECOMMEN ED R✓� ANACAL ENGINEERING CO. 'Dr*A- lbA71f P. 0. BOX 3668 DRAWN ANAHEIM CALIF. 92803 SHEET 3 of 6 CHECKED R.C.E. NS 23647 DRAWING NO. QJ� DATE FILE N��e9 lQ32 BENCH MARK NO. 97 *3q.4Y L-I�4►; fhe"elw j Y.G. CHIZ " N.E. COR. CULVERT t HEADWALL, N.W. COR. HAVEN a v , 19 th ST. EL EV. 1430.888 8 EV TOP OFL 4 , .- ... k Y Sf .I Y 5 ;. i r- Y -..1.. t C S a 1- • S e i -' . i .- ). _ _ ,- _ __ — .. ... \ { E t q E r b _ CURB PROFILE q NV , NATURAL 2 GROUND e - N N LY TOP OF CURB PROFILE' =0 76 0 +_ -�. NATURAL GROUND ! L�A�URAL GROUND g 143 � � 14f5 Z to N � �/_ •5.'Xo ���aj�.. E`LY TOP OF CURB PROFILE0.0.0396 - ,� m 14M 1430 1410 3 z ,CENTERLINE r 2� CENTERLINE v PROFILE. PROFILE V1 y, aj = P `f'� p64L-I;''4?0.40 NATURAL GROUND N TURAL GROUND Is 1430 ,_ . .. .--,,` ,_' - � a� Q NATURAL GROUND v ��' v 1415 8 g S 4m � _ MNASt � V w N CENTERLINE PROFILE v m ��- . � 1415 X430 f430 141 o �? z ,� 1WLY TOP OF CURB t--X *2 ttoq-7f& 57 52 �fl4ro,4 �. N w a o PROFILEVN _. SLY TOP OF, CURB PROFILE �; 8� NATURAL GROUND � ,, • �• ? - 11,0 '� `?� NATURAL GROUND N �`t 0 o �► NATURAL GROUND 2 d �' 14W _ g � 1415 Z N11 N W LY TOP OF CURB PROFILE �- t,, - x ' ,;1415 t her 1430 1430 1410 2 Pro f,le 5co/e ? HOKIZ.: r- 40 I o L oro !le Stole VERT. : ! 4' �. `h „.� o V ' HUR/Z: f y-40' � a ER � , = 415 41 16f I �� 13 I4 15 16 0 ! 2 0 v SUTTER T. GALA ST, SEE AT RIbHT N 46 47 9 ar: // 4 SEE SHEET NO. 2 4041 4883 �,• \� � 2 41 `\ �• 3 . -7738� x b.o / 4 � � :El` — — 8•��" 4 4 \� �s' �B •� � X5.6'' Ta 4 good 40 43 0 { / �• ! Pro "Yc.P r -� F 2 —z�;�� — — d 3 / 4'/o%o t V 5¢'2x'28"� ° H — �' L<Ipl po 7 No 13 17 iV 39 .� 2 a I ti 51 1 � �' ���� <.6 4 4 56 55 -3� �� �, �; 6 84 �. p / 2 �� , o �, I / S3 ti t, � � 8 Ta ti SF FRF l� 46 45 ,r I 8 �.' I � �, zs, E r / TRINITY PLACE c. ., 54 72. SCI,- k; q T � p I 38 57 SUTTER COURT GALA ST. / = rkk \ SEE SHEET NO. 2 Ft 53 ,Z MONTEREY PLACE DESCRIPTION OF REVISION DATE APPR. g 5 2 CITY OF RANCHO CUCAMONGA w� 58 �j w PLAN a PROFILE �q\ CONSTRUCTION NOTES MONTEREY , PLACE- 4v C ST. &JRVC DA A CONST. 3" A.C. OVER 4" A.B. �.x� I� 17> SUTTER COURT _MODO T SEE SHEET NO. 3 R L �� 2a-- CONST. 8" CURB a 24" GUTTER PER CITY STD. DWG. NO. 303 TRINITY PLACE 'a 3o-- CONST. SIDEWALK PER CITY STD. DWG. NO. 310 TRACT 0. 11606 Q40�43 Z18Q� 167.7/ SS.ZS' -� 4�-CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310 /07'/9'30" ;m.00' 74.a4' 271.M' APPROVED BY F•1' DATE 6 CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 /07°19' ?'' t82.co' 3¢0.12' t42.¢z' �— CITY ENGINEER - .,,�s��`G� "" R.C.E. No 23889 42°04'43" 91.0-60' A�o•ro' 83.85' (2)— INSTALL STREET NAME SIGN DESIGN RECOMMENDED 5 7y°24'Sg° 21�' 3��2' ZZ.42' O9 ---- INSTALL STREET LIGHT R•J.A ANACAL ENGINEERING CO. , (p 15°60,x" /17-00, 32 14-75, I CONST. 4"A.C. OVER 4"A.B. -S�c ��//� /7) P 0. BOX 3668 J DRAWN ANAHEIM CALIF. 92803 SHEET /< 4 OF 6 CHECKED R.C.E.NQ 23647 DRAWING NO. `l•� DATE �6�86 FILE N� /032