The URL can be used to link to this page

Home My WebLink About884-S { I ' G 1 .4 Ep : t� rat.GI I , t j 4 /.a�' 4//'oa' I I t - -- - e„ ro /� i j : : } , ;.�e� �ci °' 0.*c. t t t ! t - , I -- -- -- - - - f + r t : BENCH MARK : I I I I I i i I L= 54.74 � ;P/1G /$59.ACX V v �j .V . . V � V ♦ O 1 } : } - - 1 (? ,t BENCH MRR t I I S 1 V J W % 0 OI m w t �p t t ! I AT THE NWC OF HAVEN AVE. & ' t i 1 �V 1 D i Q P �; Q Q9 V % 9 (� 111 t + 19TH ST. , 44 FT. W. $ HAVEN II i I j i i : : l�' a 4, V \ 0� $ ty� O N m (�i 0 (!dl �U) N o10 1�`. t` O q� V 1� V l9 �rRE: �l ti ; i : & 83 FT. N. 19TH ST. , SET t f t i f t } 41 � h1 Q� p M 6 : i I i i I �V � rkk� � 'fn '�V1�.11 0\- V . O a0 0 p� � � u0 � M I(1i �N 0 1 0 11t:N 0 0 � 0 G . I �QP QF:N: 'L .Y : CU �S ND�i4,q 0 O� I DRIVE PIN w/C.S. TAG IN TOP 1 1 t t ; : t i t t t t" 1t 1 O N t>jI - ! t t t Q AT THE E. END OF A HEAD WALL € : I j : I I t am In 1. I�fit, 0 h ap N N % � y Op V � Q y V � � N N T S N , `� � N N Q' i i I t V U FOR 3-24" CMP--ELEV. 1430 686 1 I ? ,' t } ? ' ? 1 f } } } - N n o ^ ;11j `��; V: �+ � . • � \ \ N \ . + \ N ° ..V N �• ti. ;�� -- ,_,�_ I. 'N . I t : ^ h h I� '� N N N m 0.80'/ �,�..,�• : ! t I , : I i -77"' 9 1 . : : : : : : : � . 1 I J I I _ i \ ;031° `�' ,q EL� �--- -:- _ Z 'T . . `STREET: I i 1 t 1 } i t # } t - - - } �:- ? !.�;_T (D' lOo ��i• Q }I i . i . i I , - 1 '� : > -�_ `\�y 1��Vf�i =l%�4 1 4 0 t : r A o ff: 2d'Y.G`.,H.kC._%259.3? I i 1 1 i t I t O• z` iz .1�� - J �, K f� t t t : : i t t t t l4 ../. g ' �?e• t: V ` ; O W ♦ )z V - - V V •/,KC•=/r5aeo: . i , f I 3 t; v : : Y•�• - A4 Q 1. i :P.I,V. =I 59.4 : U Z N : J . m. � li % i { ! r } i } } ; } ! , - : v x �' N' Ua T - 0 tla pm 2 '0 0 N .�i: p v amaNtilo, w v a i t } I 14 j ,�" (J 0 � kn 4N 0 V 0 N " . . . � o: o o m \& � ��' �o: i I I i l i }'A l�i . n 2 ^. p . cl 8 : W. 01. , . Q , , N . . . . • . i� N . • . • • - . . . 8 01 `°�a N h. . . . • . t t 1t! rn W \} 2 �V �. 1� $ t` % N N V1 h 1" I� i i .I �j (, �ld' m O W F �9 K `9 ,f. lV i l� 0 N m N ti °1 1i \ : : } > i t } ! a 1 p p $ h O f� �b� 00 �, ►. �d N �N � � } � 1+" : ? 0 oda • o .. � , fig $ , i I i I I i ,: ti . O N 0 �! tj O. 0p� n �N l9 � 0 n �� 4 -, , � � \ �, * OQ �I � . o ti m�01� a �� I i t ; } t } t t o N 1h 1 i i Q h a1 p 91 tp F N lV. i Q f✓i!- /'/ �/rti/V iC[dn�7 0 12 58 ��a� �1 P1 7 ? , t ! I I� m a p h .� b �wN W � 0 -g.afio Oql {ti I i I O \ I1111111111 , -- _w _ I } t 1 t } ? t t V } t t : t . : ♦ } t t t t t r t -'__-T--t---*-C)' -...'��.% : . . . 0, t ! . kjl :� 2 .�; : i XI T. :��0.1Jmo 4 : ..c.=12�a� I t t t t ! f t �. �i ota �9' t + . . , t I o I t e�- p � 2�/� 2 �. 3' oa' v o t } .96 I I ? ? ? 1 ` 1 -�-- Q1Ab ' :- . t11 c. I O• ? o op ti $ '$ •cp' } , 6 t' 1 1 t t } } - ' . f t } t i�_�V ! 1 t 9' Z,:v 1 t t } t t °�ia N. T% 'rt" ! { t I -Gi• o t v j s : I I I I � o ON y�+� ! } i i i t KHAN £[} x . t �' t t -x.03% ! i f I , o• - ViC 1V� `n � I I W m : , I o.oY I t t t - i a' } : 0 : 0 O \ i� t 4) , ui t . } ; t - 1 t t �� t ' t : { i 1 I V : �' iv r,: i- M, , $ � ti � � h 0 p b• 0 I I , i ! ! t 1 t r t t � i t 0 to K ! , . ; t t t � } i . . v t t t 1 0 oo o d p h , t n v t 4'; ✓ o �C �F N 10 I ; i i ' 0 4 � �N 0 0 � I 20 �c. RI✓.c.:l i 0 0 l9 0 A I p.r\ P53.�a t t t C3 f p 2+ N y. N Et 1A �i Q �; ' t I I\} } � \ l9 V 1p v \ V i i 0 I I I I °0 m �i m m t N ., to �n i .L b i of h ,ti h � ; i I L } 0 Ih � o a. G i i I W i 0 i i i * i i .. , ._ i 10 1 t r r t ! { p O 0 t y H1t �► t t t 81 t t i w a � 1 ;. I 0� U � K ql 0 N I N -! o. �O : \ I I o N o' Q` K �€ � I� 0 % INS I t I I : : I , I � 06111 - N . , I1j : i ;N 't• N i : t I ,,c . I � ; I 12 T= •Z' i; '3 I 1 i `. \ N ;_ ; I �--- ._ 7 e i s 2o"rc. 74% O` b ; I I \ } \ t t i t t t t ♦ �I � P.mltd,1151.6b O N p ♦ 1 41 2 > l�T G D s/ k m $ � I , : : �, Ni { �C JhI ��44 { I 8 a a : } r t lig t t ° t t ! r !�k r: -T- - ? r �� t t t r + ; �, s ! + k9 I i 0 �I , .m --' I i j t N 0 0 �tia-) �'n r b.oy t t I * t t -:--:- --: : i N 41 I -�:_ . . . . . . . . . . . . , . } t i : t t } to 4` ti °� , . . . . . t } t N W t h s : t ; i : . --_1: MICU , w t � N P./Ve. 1 60A h:a{ g �� , • n, I } t . . . . . . . } t• t t ' t . . . . . . . t r�o.o ^ti R�►M P Q �. ' , : I : _a 53� , + , : - i . K A44)l . . . . . __ . . . I . . . { i 1 i . I . . . //OR/2. /'= 40 : . . . I o• v .1110. �KOF)E i} t } I II I 4 } .o I : I a_ ' _�~ . : 1 4 -, l9 � NloRIZ. V 1 : : : t t t VO,4T / 4 t t .� m 4 -y - -- -y- - - ---- ___- - - -__ - - - ___---- • - _. . . - . AM&- - - ---- --- - Q° �� - o > -- -_ O N 0NQN + 0 / 2 3 k 4- ' ,6 � 7 9 0 " oN "� j i ......... \ 'll e0'IGC. - ; : 1-1 _-, / 1 .9�� \ ` I ti I �' ' w 'I, NDTE 5 ti . , �°� ', ; I Z f s, / A'i .... I ,.,e / ... « \. I 4 `, «....,,,. -'_1..___...__.. I. ALL c-uAIN LINk FENC1k* WITHIN DISTK•ICT(#RIGNTS- OF-WAY IB 9I ! // // : j 1 ! / ¢� t"> «. _ SHALL COtJFORM TO GAL-TRs�)`15 STp,NDA2Lt�-s I I , II I - z! , ( ..<I , .. , I....,.._ 1 T' / / ,e € g�. 2• TINE UTILITIES A,ND SUPPORTS TO BE 14UN6 PROM TYPICAL � 4 (( I, BTZ,DC�m 51-TALL E NO LDWE12 T1tAN I� O>� r / € •� �� ( / jI t : I � t, k _ { u, 99 j � 1 i "4 r s / # RAMP B.. T y / I ! ♦ VYd I 1 '�. p .. �'�, '^+a E I I d !� � ' [!l fr �..,,,n, P f,f w.-'z^P""a✓' / / S I d \�. ° , Gi-IANNEt. W LL 50-00 RM I 4A 11 . ._ _. . A RA 14R f 4 / s d4 [, - 8ic ,gg1`.sH�r--�- L=43 b z ` I / s � 1 / a= ego 0a001 OG" s t,,• .. ... \ , ... i ^a 4 '4 � a / i T=L 3.39C' .. L• I12.1.8s. . ii jj .. . �//;,......9 .„,,,.....�. yr_..__.. I �( '•� ,,k C.. • -, g gl ¢ �,. I !r"f \: �'.,,• �1 - T. I I.0: I ! �� I _ '1 f� 9: Vi .._ a, j W � I C; f I { 1 k / - i 4a . IJ ^,.. tt r' ' f /'', i I 11 ## '14) 4\4 I V I S I c � r`,tN, N I \) W 1 � I sem" s ` ( ` >. l f� ' l I /N57,4LL. W/7 _�: t � 41 O I ,1 t q,) j t 11 7 :;,V+ ` ._• ._ # 1 / ! to v PA/NT 5TOA,,A1�F�D 1 31 ` j r�esb14� 11 / �� (j p Ix a t/ _ _.__ _ -.._D,_!�M � orrt !rk __ .. _.._.._.._ $ / _ ____T-� J w � _. r t _ 1 �, r m. ' V I \,' I 4 ` "` '� 3 '0 �- 4.. ..�„ '""W ,�'f �`�'67 ".....,w..� ,...... `>Mb.. '' -00.00• / 2r) �. 0 �� i Iii ; �e• 1 ( W. 3e m ..-. ' 6 ,I s i /"4 s ., I ¢ ' .. ; /NST LL P /I g 1 t � i - _,__! , .,, �1 � ae.Io• /r., r / FA INT CR055WAL/Q %�' i V i � 00 p % \,._ l < „N WHITE 5OL/D EDGE STRIFE �` t2' / t, ,w g , -' t! y ` "" °� t'L3 G5 TO 83) t T. I; / ✓ r 8+ a i �y'��'\y� r 7: j `t ✓ t� / 4s•50'0000• n , t P M A / 1 � KA s o0 f / _, (jJ / �..� , i„„,,.f ..,.. ..._ ., .. ., ,..._.,,s._._, ..,.._...mac .. ,_.._. .. ...... ... .... _.,. ... ,, ... _. _ _...._..._._..., � �, ,,.,. ,•.,,,�.,.. �. .. '��:>,,:;,E;,` *� L� Y � Lr 49.b a �., msµ.... ` rs =3.32' f I 1L , • I I €. !�a?3 .' ' .., .r r . : s _ « ._ t .! RAMP a.,,,..M...., , ,� t I t S I .. t[/� RAMP '*C, . {, 1 , _...,._.. _. ..M X� /14 � .. , r w Po. __,*__�_ y I , �, ww� _ . . w. �. _.. . ,w v� , _ _ ' _. «, t r Y Z11- 71K , .___-.__._.. _.-._..__.__ -,__,. � ,, "j . ,n / // / 4 2 I ®-... 4' , . € ,� ,. 1 y > .a/ v w If f { .,_.................._.._............. amu. ,� ",w,..n.,.. `"+"" ` 'n I i ^jq`i ,~V � 1_4 �'� a y0 44 } f9, f 11 i 51 'T TORI'? Gt 'rC,AJ � ,'. II4 �'P> �' i M / *I �: ' I II SOLID 5TR/PE S T . I /) z \ € « �1 ��S' 11 f?:I � 4 , iS ""•,.. 7 8 # yr ,,,, �,. `�.� ACCESS RAMP DETAIL / p f a.� ,„ fir+}q p� * I � s 7, Y t �` i B /d s s i. "'�,{ �'""",.,•"...5:s<. i l\ ' I (t _.S•/G,5�) �'.:>.,�,' "..,.,, ay "",Vie. r f ' �� '\ '� �Z",��4_,,4,�;�-) 4�,-, --- - , NOT TO SCALE . 11I i 4� !' t x / �:1 ^` 411 LXXIBL E YELL,q 500D-5TR/PE t __.._.. I t t f i f ,> , � k � i� I , 1, 0 rr � /I S IV ti "' 0" 999 -. � 117 / o r \ 1-1 �� , 4 ° ;{;, "` 9. r ,/fit! �; ,��,� I ,� y >� /� lit I/ // 1(f % ,o jo xi 4i, L (,) , 4, I � iI 1\ : � ,L. , !t, Ii.I , I/ 00 ,: I1( kj . , � _ I i >o, ,• / t r� � DESCRIPTION of REVISION t.. €, , ' / , ! 4ATE APPROVE I I I ( �.. , ) I ' I I I , L'L!d t _ _ - 4"YELLOW DA5gED CENTERLINE 5TR/PE � 4 3 i � . / ! ¢ �.r •5 , , rwl r' A,r �1 CITY of RANCHO CUCAMONGA I mo ' .�'�: 1� CURVE DA rA CONSTRUCTION NOTES CHURCH 'Ar I8t WHITE ARROwS STREET TRACT NO . 12365 /a CONST. 4" A.C./4" A.13. r - 8t WHITE ARROWS � R L T �`"CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518, $9°56'12" 35.00' 54.94' 34.96' STRIPING * SIGNING PLAN , 0 CASE "B" . (FOR CATCH BRSIN OPENING DIMENSION SEE 5 = 5TOP 90°05'00" 35.00' 55.03' 35.05- CHURCH STREET O3 APPROPRIATE CATCH BASIN 5TAT10tJ PLAN VIEW. - CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 . t /8' // '4Z" /00.00' 31- 7/ 1 /6 .4/ STA. 0 + 75.50 TO STA. 10 +65.99 SEESc/1E0C11_ez0(" 1P/Gf1r. /7 CONST. CATCH BASIN # 1 PER CITY STD. DWG. NO. 502. .4 ,,,,Vow . „ r _ O IcawwL/NEAR 910,fwa_1,eSNeaw46 ov,,,, /8� 0000 6.oc /8.85 HAVEN AVENUE TO TERRA VISTA PARKWAY �pO- INSTALL STREET LIGHT, 9500 LUM. �/� co,vs 2" A.C. PAvEmelvr okz,e COMPACTED IvArmE 50IL• , ,Som/N SivE .5>A "X" y�`orf roS SvouNOv�tA✓ 1��1 27 /8 4T , CO'• " /233 : Ss777' 299.58' APPROVED BY GATE @__ - CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA i9 CONST DRIVE APPROACH PER CITY STD. OWG•IVO. 305. W=1G ,X=5 X) 27.13¢'09° /206.00' 580.29' 295.98' &a"c" - _ - STD. DWG. NO. 310 . /t 62.00 3. 1;/;//, I � I r� 01 �20A COtiST. PAPE GATE PE,? COU�vey OF NV BERN�I,PD/.UD DEPT Gtr / ,.84.00 4.50G 3o°2? 53 /200.,00 630.05 3 .6,.76 DESIGN MAt?ULEANDASSOCIATES ECOMMENDED �� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA TRANS•%100,9 Co"r9oG /AIRPORT.5 STD, 5.P 209. 2,406.00 4.40' zo/,;.. ' , , ' INC.• „ a ,s 2/ 4(0 03 /, /94 00 45-3.62 229.58 5.0 OF SAN BERNARDINO COUNTY J,�• STD. DWG. NO. 301 . 2,4 CONsr B CU,2B �QB GUrrE,e �E,2 TYP. S�Cr/O�/ s,UON/,v ' CONSULTING CIVIL ENGINEERING -*�-' oN s//T. / OF'20 n/oerN s�v� t� I ZOo°3!0'/4' !,/6 7.00 541.67' 275. I' �Z CONST. BRIDGE CROSSING FROM CENTER LINE STA ION ,f DRAWN AND LAND PLANNits SHEET Z4&-?. ca i /NS7ALL 5rREC-7 ,V,4R,E 516.1 f'Ele C/rY v� ,V 4/vcy0 /r B4.A� 3.00 �, 545 N.Mountain Ave.,Suite 809 6 I TO STATION 3+03.001 <�GE SN,S /7 rKav10) O l/i 4:5126 /G1�•oO 29. 2.5 /4.7, S•8• UPLAND CALIFORNIA 91786 CUCAIy10NG.0 STD. O!'11G. i(/O, ¢O/, 2,420.00 450' PHONY( 14) qqG-201401 � OF (�• INSTALL STREET LIGHT, 9 , 500 LUM. 5� /�(/S'li4GL 115TOP'I.r19,V PC-,e C/JY OFR,41VeAla CUC4WOV5.4 2�'!(O� 3� CURVILINEAR SIDEWALK DETAIL NECKED RCE No 1_4A' DRAWING NO. 9-= JOIN EXISTING A.C. PAVEMENT 570. D{�Y(i, /V0. 4,92 . W. H. H. O A E 2 d� F I L E N o! 6-682-5 S� � .4 IV. l26-66z-5 I I I 1 � , • - - - - -- - - - + t f BENCH MARK - ' t - - - - - ! + # t t f I <oO:V. t t ! AT OFF HAV 1 + t } 1 �� B W �4l Dl4 '��4 A/qt 04i a �{ rlkU' tP./G!C.=/2�6. `' t I I } 1 i { i } fi - - -- -- - - - - t } - } - - - - -- -- - - -- - - -� 19TH . , VHAVEN Q HAVEN t i i t t t r ST 44 FT W : . � x� v L 1 � • Q ! : : ; , ; I ! } t ; ! ; 1 t ! t i r I RIVEFPINNW/ t R & 19TH ST SET } D C. S. TAG IN TOP { 4' t p ^ t t t t t 1 -- -- - - - - -- -- - - - -- AT THE E. END OF A HEAD WALL X1S� GR �O ^ h4. n n: 0 ; I ! i ; I ; ! 0 FOR 3-24 0 i 1 t , h N a p�.�90 0 0 Q 0 : + k - - - - - - - -- - - - - - CMP--ELEV. 1430. 686 41 /Z /2► AC ,Lof 4Y; C. R. Br t � �•� f ^ - o.5,g. `�; 1 -- - - --- - - -- - - -- - 1 ' - -�.� /_- \ m \ a1 L9 Ic 0 t + t -- 0.b* 00 `�1 I i - FUWRE N ZY 70P m �' v n m ,� �. t tOF CURB t, _a.s�*i. 9: �o tn: h' -4) \ �► i o t t il9 �125� l o , V. /2�' ' 120 �' - t t - - -- - - -- - -- - - - - - 2 7 -- - -- W >, 6 C ••,�, ap 1 1 1 0 , plVc�l236. 3� h ti . 4� i } i r -i - _ - -- - - - -�? } r - p A � l 1 ' t t 4i J �tiNN \101 ; f + } r 0 n \ - - 1 - 1 EXIST. GItZOUND ;m o I: ti I a� � "� 0 0 � p Q ° N . l�q o•o � t � t : � : } t t , � t � � , 68 Vc vc- -1260 IN -0 561%, \ �1 �. TOP MED/Aly CG/R,8 -o.g6-� -o. : t; ° - ' -- Wti 0 m � . - -- -- �' t + + •44 L= 58.03 I m ti� N a v 1255 ud. 125' :/2G0 . . . . . . \ . \N N . N. �. - V � P/tom=/ .t4� } �• � ` � � •, - + --_- 0 ��4 D/4 �� , 4 '; �-- o•so�/. : . : . : r ! 0 I I t -1 fi 1 - - 0 �A a 4- I V ! -' � RTIC AJ + 1 } ? t t b b W o 0 0° ' r.so� , 0f. �- 80 �!C. ,EX�Stl: Q/wr - N EXIST. G;90 /VD !� � � � � � � � v 14 1�h +!)�` ° Q �i °� � � � I ez 2 .87, lal vc-l�57"! /Zlo QVj 'S/O �i�. 1. N .4� . a0 . �f 14 0 0 �• � 'N h ti w NDN \� 11� r L.58.p3'. 5L911 � N .0)Op� .7-0,P.OF' 4Y. . `� /:70Y• t 14 A -Espy x� % � ! �. � . � �..�N \ .� .NI -0p OF S LY WR13 o.s�ego 1 h Q`\� : : t t h ! 1 - -- - 1255 /2S5 126Q �, h N ti b t t t . . . . . . . . . . . : - -- - 5o Y CCURB uRE ! + N /.4 - - - ``� o.so°� Zr `�. PRO) E t } -o.g6 0 83� I yO�Z • / ,�, � : - / ! 5p • a ! ; Lam_ y ! /y ♦ . � � 01 " ® C - ° ZN_ 5 T �, .. .3 __.. 61-4 A It WA AY All + . 4 YELLOW DASHED fENTERUNE STRIPE Ww N lS m ` : ��\3 m 1 J ! 9 �� O�41 Ltj� � N I W .0 „ 0 0 r , ...... . „ _ -----_ ..-..._ _.. [ w .. _ Q � `�0�,'l'f C.�, s�kldd �f•7 7"a�' �. n� . _ ....._..... .....; _. _-...__.. ..__.. ._ __ . ��;:.: . �. �._ ...._ °°�-t°°•t",,.... .... . ,.:_.: __. :;;: _ _. ___ �"�, N map. ��c� > , �� • � � � ,� . �.�.�., � _ `�/° �,,• �� y°��'�° �.�� '� .. ; m . _ _ _. . � r c '`' l ' '3 G u ' l` L 3 • - m, wvwwuun wvmmw, .ivac w.vru.,a»..»»wx x: wui ruu,r am vmav✓z>ra vvn L..ry [ uw., ..,2 , 12 rjf mm. > Typv 14. ... ... +.ff i .. ` ..._..,_.,. .......-_,,. ._., ....-,,.. »�,� �; P9'w� �..... , r..,„ .,.-..�"; t �e"" � T d" �•/l-a„sk...w d✓ � a. y�e• tl�. "„ .�.... { .._ ..,......... .,,.............».e .e., . ... ....-. ...,.....,_ ..._...._,.. ....,,.,,.... .,o,,,..,...... .,.."....,..... .._...._,,... _ .... ,_....__ ._ .-.,, ..p-. ..............e T� I1' ,lS �:. ..r ,,., J .J •; ,. /? 'v'� ... �.t� � �`} ,,,..,✓^"�,"w �J . '�+ �, � ""'a _^___.m� ..,.a. ........ ..,._.... ".._............... .__,..... ......,... .-_- � ...,... ,_,_ ..._,.._, .._....m.. ,....... -.,,.... ,,..,,..- m........... ..-......_ _.,.,w,t�t,..... _,,.,.,. ..,,"...._ ..,,,._,_ «................. t � �: l - -,r �,fIt`� - oo ✓�, � - ri7 � ;« b �j p��y q( t V x y�{ .•.. -.. L'�Y ` C '` f ,,.,...»....e. ,m.,,..,`.9� W., ,W .,.,µ,,...°„ms ,..., ," .,,a,<, , � ,. .. ,. .,.. �...._. _._,._.xC_ ....... t T• � ,...... ..,,,s„"".`"'"' _ / >..,. r.. EE ,.'.• .£ � fr+,✓''C's.l'3 d<'!�O'T�✓`d R`G Yti JR` ,/E,t'� F.&. ...,,,,. fl (f�)4 - .4 € ; CONSTRUCTION NOTES tj 'A "A CONST. 8 "CUBO /4B"6077&R PCS? 7-YR 1 fI lilt s 7- F910 t NON �' . / O _. AllCONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 . ' 4 INSTALL 2"x4" REDWOOD HEADER. INsr,4LG Wsf DATA ON BA.C',e/CgDE t ,} INSTALL STREET LIGHT, 9s0o c�.�, DESCRIPTION of REVISION _4 ~ f` Q R L T $ OATE APPROVE 03 C�--- CONST LOCAL DEPRESSION PER CITY STD DWG NO 518 WW's <A> 88 /8 53 35.00 53.95 33.99 CASE B (FOR CATCH BASIN OPENING DIMENSION SEE "4. p._.... _...t ' APPROPRIATE CATCH BASIN STA. PLAN �/IEW� CITY of RANCHO CUCAMONGA °\ 3 € {y _.._. ".. g 85°04'55" 35.00' 5/.97' 32. l2' ! . C 92°23'40" 35.00' 56.44' 36.49' 1- I/' CONST. CATCH BASIN #3 PER CITY STD. DWG. NO. 504 . • 0� €.I IO CONST. HANDICAP RAMP PER CITY OF TRACT N 12365 dSQ tD) 95 00 09 35 .00 5$.03 38. 20 RANCHO CUCAMONGA STD. .'DWG. NO. 310 . 30°27'53" l,2ao.00' 6,38.05' 32G.71o' STRIPING � SIGNING PLAN �� CONST. 6 CURB ONLY PER CITY OF RANCHO CUCAMONGA O 14°06'00" 49.2&' 12. Iz' 6.05' ;STD. DWG. NO. 301 . TERRA VISTA PARKWAY G IS- 11' 4?-" 100.00' 31.7&' 1tb•01 ' 13 CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. Q leo' 45'06" 100-od 29.25' 14.73' No. 404 . 4 TEMP. PAVEMENT PER STD. 405 CHURCH STREET TO SPRUCE AVENUE Z 19° 5'04" 100.00' 3q.4?' 17.41' l9 covst ar�ivEw�y ,gvvr?o,4c<r�,� ciry sro. awe ,v� 305, /v-/�; X=�' A PP ROV E'0 8Y19 0A7 UJ 2'Q$' 28" 1,2 04.0 ' 59.00' 29.51' �- cON57-P/PE ATE i��P C'�/NTY o� SA V BERit/�4.PD/rV0 T.PA�VS�FLGvO C'OrVT.POL� A/.Pi�J,PTS' 5720 5".P 2Gq CHURCH S � Z7°34'09 1,206.00' 580.29' 295.88 DESIGN MADUE AND ASSOCIATES, INC. RECOMMENDED L 2r,°3d,' l4" 1,16700' 541.87' 275.91' S.B, OF SAN BERNARDINO COUNTY 'M> 27°18'47" 1,233.00 58 •77' 299.5$' TERRA VISTA PARKWAY CONSULTING CIVIL ENGINEERING f s�•`�4 DRAWN AND LAND PLANNING• SHEET 54 N.Mountain Ave.,Suite 105 S B• 71UPLAND CALIFORNIA 91788 _ZZ OF 1 ll ` P ONES 7 4) 946-Z94ci/¢BI CHECKED w• RCE No _W DRAWING N0. W..N H DA E 2/ B5 FILE Nolen C5 � 1 J.N. 126-682-S i ; 1 - - - - - - - - - - - - - f t ttBENCH MARK : d -l2 7T 7 - - - - - - - - - [/�I t t t + fi BENCH MARK NO.t + � 8� AT THE NWC F HAVEN AVE & W96 B - - - - - — - { : - -- - -- - - - - ' ^�► �� 19TH ST 44 W HAVEN } U � xlgr ��{ N � R � } FT +I , + N h �j' o Q I ►` & 83 FT �N 19TH ST SET t DRIVE PI w/C.S TAG IN TOP ,.� q� j } I Xl`S fi►'I�OCJJ�I o N'z.Y m1 w, : t`+ ^ N , ' - I I t�} } } } AT THE E. END OF A HEAD WALL moo ! ! N t FOR 3-24" C�P--ELEV. 1430. 686 �'' Z 1' 100' v<; N �...� t + + + } i i .8/ °� 1 � . : .-/ 76.-19: N �' U )04-V •�''••-- : !- ' t I 1 t rI ttoe / t t t fi t � 7:'O� gas to I 0i MP OP''f ?`C!f?E* N . . . . . . . . . . Ii ! 8N $r i ' i i t i 1 } Nh °/ j Q : i , OD i frllz L/ 1 r, i t v NN : . . . . . . . . . . . . V 1 t • t t roc t t 1 ! o I I I .9 L 'A { { { i 1 t i 1 t t } } t t t t t t -`—s j ' 1 + + t JAI ! ! i —I� t t t } t t E I I .�•y1��y �y� t t 1 t 7 ! t I t : i f I } f . , i i 1 t t t r t � t t r fi t 3 } t 1 t 1 + } /.7 j i y0.2/Z.' t ! { t ; { { { : f } 1 t �� 1 } + t : : + � CUnVE DATA � • O Q R L T ® O 47'0046" -7-00 128576 ' X,61. 55' t O 48'25'02' /600.00' 1352.06 ' 7/`I• •mol 43°29'is' 16.�a.00 ' 12 3 9.45' 6.51. 29 p> 47,' 10'47" /GOro.00' /322 45' 701. 30' l7' ------------- — _ ....—. - o rG — f € Y - r lV ,,„"' „•„a... —�-•.-+-'~~"--:W== -- _ w '_ _ - ....�-`"-- ...:*1'GF?,'�'1 G'RArP1 PEfe' 7fc' NO IZ4Cl�. woo - / r +- _ - t 4" YELLOW DA59ED ?` GENTERUNE 57R/PE +j �1 TL �•"";:2��'3° ;� 4` CONSTRUCTION NOTES I iC> ` ti (.J CONST 4n A.C./4" A.$. 2� 5LCTIONI/GU Rt5,5HOWN446 ON ,GU�-tT. I Or 00 TYPICAL �• INSTALL STREET LIGHT, 9500 ,CUM. DESCRIPTION of REVISION icer /� CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA GATE APPROVE STD. DWG. NO. 301 . CITY of RANCHO CUCAMONGA TRACT NO. 12365 STRIPING 4 SIGNING PLAN TERRA VISTA PARKWAY • CHURCH STREET TO SPRUCE AVENUE APPROV AT ate_ TERRA VISTA PARKWAY DESIGN MA LEA D ASSOCIATES, INC. ,. RECOMMENDED G. 1- . OF SAN BERNARDINO COUNTY ,V*M : CONSULTING CIVIL ENGINEERING J DRAWN AND LAND PLANNING' SN-EE T 549 N.Mountain Ave.,Suite 109 G•1= 10. UPLAND CALIFORNIA 91786 2._ 0E-�- P e 1 1-14G-994q/¢S/ HECKEO RCE No _0 DRAWING NO. Q/ O FILE Nofec-"f-5 884 ✓.IV. 12w-682-5 i - - - - - - - - - - BENCH MARK : - - - t - -- -- - - -- - - MA • t�4 BENCH MARK NO. 96-B , 8.5t7 ' I AT THE NWC OF HAVEN AVE. & 1 UD t t t 1 t I 19TH ST. , 44 FT W $ HAVEN /O 6 v. f -- - - - - - - - - — - — - - - - - - • ¢ - t & 83 FT N 19TH ST , SET - t - - - - - - - - - - - DRIVE PIN w/C.S. TAG IN TOP Al AT THE E. END F A HEAD WALL - -- - - 1 ) t t �.N�� Q.6��: : - i t . FOR 3-24" CMP--ELEV. 1430. 686 t ; t -- - - - I o ry •5D°fid � � ? t• �� • t �QQ i• + 1V lV ,\JI.007o 1�71 t t -- -- - - - - - i 1 . N 'V 17 NOW t. Poo N f wo %N �p 1�� 41 ,L R w ---r- t t / iiim 09416, 1 t j t i 1 1 1 + 1 i 1 t Q t 8 N �t t �. I �?�i "J`� •�. + + : t t , T t 1 j t t I t t 1 t j + f t 00 00 t p �• a - t 1 �.54�• . . . ! i } t . .: : : : ' ' t t . t .L : i N + r t t t t ; $ 1 ! 1 /28.5 t + t fi t t t '. t t 1 it it t + i i \ t { + 9r4 uQ + t t� ? h � � t i ll ! t t i t I m \� V ♦ t t I t t t t i t + : /� K /e Sr. : : i 1 s 's W 1 i i 1 f + t J tl ? } t t t I ! IF ` r 'a-- ♦ i a r T� T't--�T } �---. - — { , i ��0� t t G '; . Q : ? I�'Sy) : � t t � +. � . . . . . . . ,�;V� t t t tt t ♦ : 1 f t t L a 6�.9!/ �' 'p .G; //x.21• /_¢ i : i } i t t T t . + a f t 1 / : : • . . . . • . • . ' r 1 I 1 1 r 1 , � ♦ t 1 1280 28 26 27 611lF oA TA 0 O R L r W AO 47 "00'45 /-507 00' /285.75' Co&I.55' f� ,f S p �(JCE 11VENUS: `C� 43'29'/5" I6'�•00' /2 39.45' X05/• 29. U �'IA�t/ ,/Y.3 � � <A> 47"10'47" A2,06•00' I3P2.4b' 701 30' { > 4 �-{. P •49' i5 ,OHO' // e025. 17' ! �v�' ` O 42 49 99 9/•56 �4 ii r - t .- .'_._...f ;' �' c`F) 95• Z-310711 35.00' 58.27 ' 38.49 ` 84005 59 35.0031-57 f j� i gy .,.......�---- „_� -„..,r..•® _.. ""- ---6- � y®`�� ' � H 00 l _..... .... ._. j < � l° 11 08' l6 s4 34.00 /7•o0 till <I, 13° /3'/�O" 5p•oo' /I.54-' 5.79' CC1 _- , /l7fR4VF1IEiVT 5 D _ i �.--____ ��,� �3 `� � �;�'� c J� 15° o2'44' So•oo' -11 r i � ! ;{s1 ;' (-tYP) .w............._... � �i O � �,�tk t12 !� TGA ... ".• . " i ( i N� �L�/ �.rj j �� ,6o" 0.00' __0 _.. ......� _ _...._. ° Oro � � 29 /5 0 __. • 7 -r �t - _ tom" -l�: -^ :� (1}- 4� _j ✓ �..._.._ J. . -..... -- -�_- {.,. �5 /� i { ^ gff a, t __. ------------- �ll 5rOA-1-1� C,>RAIN PER r,� A10, 124G>2 NT "STOPAHF�ID" � � � � C ------- I ON PAVEMENT N 2f3O I-� Pc.�n� h,D. 03G �a 4'r YEIlOW DASHED �' '� i ig _ `.�� ,�~ -� ti '° cot-- Q } 1 ~~ CENTERLINE 57R/PE I • y _ 41 \ N _ 1+ fly `Q ,2f - /2" WH/TE 5MP 64R I - ro � I , _ I 4" WHITE .SOLID E� 5rRIPE DESCRIPTI ON Of REVISION S= STOP �. � �/z `��;f ,, � �2*� GATE APPROVE = � � CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA Spy(JCE 'AV o- TRACT NOe®--- CONST s cv,Pe cvl7'�,e ryR r�c��ay12365 --- UE 0"= JN54414 "STOP') s/GN PE,e CArY of-,QA No r�c,�.y� cA STRIPING SIGNING PLAN 32 � �T� Q��' ,�° �°2 TERRA VISTA PARKWAY O--INSTALL 2"x4" REDWOOD HEADER. (D4 -- INSTALL STREET LIGHT, 9500 ,CUtiJ CHURCH STREET TO SPRUCE AVENUE 7�---- REMOVE EXISTING REDWOOD HEADER. APPROVED 8Y ATE /O -CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA �TERRA VISTA PARKWAY STD. DWG. NO. 310. - MA DESIGN OLE A ASSOCIATES, INC. RECOMMENCED CONST. 5" CURB ONLY PER CITY OF RANCHO CUCAMONGA G• OF SAN BERNARDINO COUNTY STD. DWG. NO. 301 . CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET /5 JOIN EXISTING A.C. PAVEMENT 549 N.Mountain Avc,Suits 105 G-1=0- UPLAND CALIFORNIA 91786 _ OF OT- /NSjAGL Sl2EET NAtilE 516711 PER C/TY O�i2q l/CflD P O N d 714) qq6-0c149 CvcgalowcA s`T0. o/vG. NO. 40/ NECKED RCE No /48/¢ DRAWING N0. W.14. DA E / 2 B5 FILE Noes - 884 J.K• /Zre -G8Z-5 - { BENCH MAR - I t } t - - - - -- t ! - - t t - - -- - - - - - - - -- - - - - - - - } - - -- - - - - - - - - - } BENCH MARK NO. 96-B , t , xto OW r4 t AT THE NWC OF HAVEN AVE. & I } 19TH ST. , 44 FT. W. � HAVEN : t & 83 FT. N. 19TH ST. , SET J_ DRIVE PIN w/C.S. TAG 1N TOP AT THE E. END OF A HEAD WALL { { ! { L t 1 } 1 , I - -- -- - N - - - - - - - -- - - - - - - - - - - - - ? - - -- -- FOR 3-24" CMP--ELEV. 1430. 686 t i 1 • - - - - - - - - - - - - i V �--4 - { } t ? ♦? III N } t -- - - 1 My - i : t t � } N � I t /• � . 1 : . } 1 , , T ./ 4� + t 4 tit IV k - - -- - - - - 1' �'� } t 1 t }• 1 s 1 } i t r W , W � • N , 1 t ` i 1 } { t zLI �� - 3 - - -- - - - - - - - - - - { ti kj # t t 1 t } t h 1 �- i �.09: ,� , j.Q } t - - - - - - - - { - - - - -- - - - - - - t { I t ( } c + . , t t ; t ' � t 1 Q t 0 ('.Q ��+ V t : •lam- t ---- - - __ - - - -- -- --- - } - - -- - -- -- - --- - - - -- -- -- - -- --- i ' f } t �0 } 1 + p) T t t + ;��^.� t •' 1 t 1 1 t, i : : i t + 1 j ' -- iFC - - - : - -- - -- _ - - } t t t } N-tr4X U k } U 1 V} t t t 1 1 ; �,} } : 1 t 1 i t - - -- - - - 1 - - I } � . r t No QR,L I tittit ic I : t - - - - -- - - -- - - -- - - - - t ; .4 enj X11Y t 1 * 1 t + / i ( l N N 3 v� / J% T L d/ T t %1 N / % ` /.4t�; : i :SSE . ��Yl /if 'f.�i : t + } 4•�1 ; , } : { t �' i i i i i i j PROP�ILe -- -- - - NOR. Is-40 � I ! c 1 "ou TO 48'"GlJ i I _ O 2 S 4 G ? Z AVIENUE0 ® .a st< r-IN N& 4 STRIPING Nolte-5 -- �.��;� ItJ LL1 IN57ALL 4-" SOLID WHITE!U r9c y`� �~` WZZZ C-. 3 '9C� 0 jNSTAU_ 4_" UA5H 0 W�llT� 577�Ipa, _.. �.. -____-__ - - M IK W/ D� 1 L,aNI�"H�Y� ANT N�RXl � �• T ON+4L. A/ZRI�YY, tt'' U 0 tj OZ ►� �' p' 111 +�I �P o� ( ) 2 3 i 3 .� � � � �( 24 I 3 1 ap /� � �' 17' 7' 1 2 fao 4i 1 __. __ - rte " -_. _.... . - , - _ - _ - - = _ N --- 4 _ _t... - _ ._ _ _.. - ___ - - - _ _a - -... _ �• s 1 /i� t ___ � Ea_ -.._ _ -- - - _ _ _.._ 1 - - _ __ _ _ 4' /1r1Ei T Ci�r 1 �%� r �/ (EXE S T /d" o-✓ 1 �i'y ► �; �l'/P1 r 12402 J crrur�c t' I � �` YtG)lAN CURB r '�a f > 7 0 ,}� R Tf2 /232K A (/T �... /_ - ..... . tr/ /� f (n _. .._...-_...-- _ .. _ AGO ,,, _._... _ _ _ _ _ _ -.._- - -- -.-- ------ _._..- ,mss.....®.,..,..,...,� �,,. .�•-.o••• „RG�' 1� - - ----- - - - -- - - _ ---_._ -._.- . --- _ , f , ..._ _... i- ,�; d ` i - �' i \n�/{7 s�� +` �t .. G _ •%�� . �Pc�taa r i�"� , _. . _ , ruruPC- _ •4yi - - � - a u ccs-,z -u r r�•� A 22K_ - j 3 ..-•---- ._____..____ _ cd ' J _.,_. . ....o_._...-..�.-- ` (2_-----� .> _ _.. .3 3 _..__ - �� Q ✓ a ( - .,..� , f� »: t9V I' .�4 L' _ -- \- Ft!T Uf2 iN UTd1R / 'a 3s°.34' LOT _ 1 to \9 a V sy l PARA-s Ar' 7X'AIZ L 07- n ar � �� V � � �{};� G'tiG. Y „{ �„ � rte'/f'u" --- i, t-,, �E1. t� v t1 y `V xLv�S FnR 2" / dl�s3TdG'rV �, 4 � � Pi ;� s - '�► r �t z 2 ' t.�,v ca,vrv� �� s r Bim : m itl - 14 %(1.514. !, r" 'ir�,Z $ 4 v ; �? o Q dl Z 4� Gc>.'.�s7. tix"�s-3/v GWsrs,� .'� 7" 2�f•.s7iV. GccR oft�'.C� �r Q ` i p �( ► w ' v * 3 C.>v�,� GsL- ,. rarer s�. 7-k'A 7r N� /G� 5 , �Q °vim J� �( i �• 63 8 w CONSTRUCTION NOTES C { Uig 4"YELLOW E ('s ; � � � �� 5T�P/PE ��, 1 U�- �2 a I END L.4�1/E LINE 50. ROADWAY I co:VS'T 4°•'I��4 " A.B. i ,' 8__ "cURa ,48" GurreA s e`R 7y&/c^L, ' A� �. ��.� (IG1� LONG �� r{�E" cONgT 8 r J s�cT/a�! �ow�v avT. t o� 20 . IK1= N ht.Ol�t6 r ,q YiSrA PKwY• r t��M 5plcuc CONST. CURVILINI R SIDEWALK PER CITY STD. DWG. NO. 304 . Q ,gy ,7Q:hjJLC.IKa N A1lE• pEfZTK, N4, 1S72¢, Z97`d'3 JA& TERRA VISTA PARKWAY 3 S'EE SG.�/EDUCE- �ow� LE' r l (4a- INSTALL 2 x4 REDWOOD HEADER. DESCRIPTIONof REVISION �j CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . OATE APPROVE W= 35'-o" . INSTALL STREET LIGHT, 0500 GUS!! CITY of RANCHO CUCAMONGA 7 -REMOVE EXISTING REDWOOD HEADER. TRACT NO.0--CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518 , 1236.5 CASE "B" . (FOl�T CATCH BASIN OPENING DIMENSION SEE APPROPRIATE CATCH BASIN t STA. 'PLAN View)K. STRIPING SIGNING PLAN CeIR�/E I5ArA �"' 9 CONST. CATCH BASIN 3 PER CITY STD. DWG. NO. 504 . TERRA VISTA PARKWAY 0 ! G''CAK<WA✓ rJEA77f�N �tiC R L 7- k ' ® �Q CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA ...mor1 �.;. , A.✓ p �'p ': - ..., STD. DWG. No. 310 . EAST OF SPRUCE AVE. L► 97'18'18" 35.00' S9.X44' 3�•77' ;r` ,0f ,vonw CU.Pt//G/NEA/ .�'i/�st'�4L,C� �cH�oyG�_ �� • ,:��; , 4" 5r.x STA 270A1_ aX" STMT/DA/ "X " � ` Y� I se` `�� J CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 01 8 !q'°Orv'00' 49.2G� 12. 12' 4.09` No. 404 TEMP. /AVEMEN7 PE�t ira 405. APPROVED G� /f A C p0'00'' •OO' I Z.$?' .00' 6G.00, 3.00 ; ¢(50.00 8.00 ; :,*I x f .v JOIN EXISTING A.C. PAVEMENT QROo JO �C� $ $ I 2�- /O 00 8.00 4 F 76 .00 9.5D � `� _ D s r �,, ` •i•_ , of s-s.cx> /0-00, s�• 32.oo 6. 00 DESIGN SIGN MA LEA D ASSOCI TE � � LI�.o3 � RECOMMENDED '` r,►1 S i 00.00 8.50' 5-f sZ. oo s.oo' � � � 621 � M � f/• OF SAN BERNARDINO COUNTY J t,•� F f 3 f 25.00 (0.50' i to m CONSULTING CIVIL ENGINEERING 34-60.00 /O.OD ' * �P•� �' DRAWN AND LANA PLANNING• SH �EET 3 f 95.30 /0,00' � q , * 643 N.Mountain Ave.,Suits 105 OF CURVILINEAR SIDEWALK DETAIL �' CIVIL �'� G•f'8, UPLAND CALIFORNIA 9178 -25-- 4.1-00.00 7.00' �(� 1FtJ 1 PH _ t1 4 1141-2q4� NECKED RCE. No %¢ DRAWING N0. D E / 2/ B� FILE N046 gets 884 ✓.N. /26-68Z-5 i - -o t 11 T 'J yr o F { ;L=Is827 u m ^ BENCH MARK . : I ; : 1 } 1 t t } { } + } } r i } �. { t + tQ t 1 I t I�I�D� � : I : � Y :R ' i i t i ! 1 t i ; t o , �/ { Q N t X/ST �o'� QU. : ;0 m { f + i }fit" i } r { `� ° 4 0 ' 4 N t + i f i t t { 1 BENCH MARK NO. 96-B HI' �/ srG{/ ;^NCO �9 I t ! i t I ! V N, t t 41 t AT THE NWC OF HAVEN AVE & . . . i 4 r : r�o o i --;--+fir + + + t } t tU { t r c� i ;yL+— '�9 { V k1) a0; 0, N 19TH ST. , 44 FT. W. HAVEN t a i ! w t t t mut t ; 1 N N 1 1 } t } + + + 1 ;� t t } i t } i ;� @Il A� } �l f �, l� } } 1 & 83 FT. N. 4-- 19TH ST. , SET Z I mo' t 1 I I V �9 QD I 1 I 41 m ° 1 ! l i „�i t I ; DRIVE PIN w/C.S . TAG IN TOP ! i I i } } { f mj tit N �, ! t AT THE E. END OF A HEAD WALL 7 , ppP/a �� % ��!' : } } t } ) � '�} ,� } , �Lr } i f FOR 3-24 CMP--ELEV. 1430. 686 U O ; PA 10 -- -+. } oma/ 0 : m N -� ;�•�/ • . . N �� I tT ;014? f�U �V'C.N �,d1/? } } i } } ui l7 }o ; i # t 1 + V O i 1 t twoo 1 14. ! t m ; + t To } m * N 710,0OP PUT W LY UfR,9 — ' N 2 v t 0 t 4 X�5 ' _ m o o m t ..t i r I m t t o ,p r t + I` i r i "' 1`0 TOJP QP rv!T z m N N r b W'LY CEh?B po°/ .200% R 'tQ oyo ; + �b (` v� Q Q : t : Z V 'm 0 _ N E_ /9T• 6i�U/V,D��, 5 o14-1 cU ! _ V ppm m ---�, �► , _ 00,� t t : , O EX/gT I`0. m ;N ; 1 v g N 13 L=54.98' 0/4 a/a a/4 4/4- ''LY R W �� N , . . - N k dop dI Q/4 &/4 4 °/a ° \ : : : : : : � :� : � EDGY R/LV . . + ,° •.� � N . v -�'� � : : : , - - - _ - - _ _ _ SI DD n - - - •-- - - a - _ -, t -: - -- -Tal..r -: 1a� au N N ti �% - Zao 127 o � �t28t3 � NUj ��n �► gam- �, �9 +,� N N N� N� N g �� 'ti a tij o N Tq� q�' ' Y.C4tR$ p /,� �>'19E� Tt' +": Of' ` �.Y. ,�'� . ro9000 \ o c..4.9 7, . TOp Of � LY GYIR.Igo:� ., a!4 � I PROFILE : Y4 �- : : : : I I HOR. 1 40' °o u= 89.44 j i t i i VERT. 1"=4' - 32 33 34 35 36 37 38 39 40 4/ 42 43 - SCALE144 40, f - D " 011 1 VY Ry ' F 41 1 ` I '�� .....•°,..--~ fir: I �``' t / - . rr to �! 4 WH/TE 5oVD Eo6E 57R/PE h V� r j g( 0 gj ,,�rrYELLOW DASHED � ~" � " .. .; ~M t .'Pe �' �, i � GENTEJ?UNE STR/PE /IV t } '. .� ,fay d ,'ui Jny \ +waa<uam..,uwvm �mmw nv,a�w,«•...nm+v. ... §,� y } 44 gL (( d f Q g f 3 .SCD w ys�wa. — � fi a► fry q1 fi 4 f C. Ia t .m �, .,. ttom�,, "`--��'"- � ,.,, �•f;; ,� i �� ,° "` '-` «� "�µ ,,,,.»•• �" ��, � . . ,, �' `1 � -...r J — rte';:'. s t�,�r.�°` ' �.: .� � .:�„ a �'� f � 11'�. �t I14,'10 . Y n. tu! m ,y baa , ,. ""' 1 4o Cl, .: 1 X 3 { x ( I i a--CONST. 4A.C.14aA.g. CURVE DATA DESCRIPTION of REVISION {# r ( , --- DATE APPROVE( �E C I CONST. CURB & GUTTER WITH 8" C. F. AND 24" GUTTER PER CITY STD. DWG. NO. 303 . 0 0 R �• T CITY of RANCHO GURVJ , E E C� T o 'Dopoo�u 35.00 54.98 35.00 CUCAMONGA ' ,. . I 3 CONST. L N AR S DEG✓,9 K P R Y S O. 0W6. N . 304 9 ' $ ; � > 7' l8' lB" 35.00' 59.44' 39.77' Fil -' f �� ?} !� INSTALL 2 x4 REDWOOD HEADER. �8� 9 �..�� I o ,. TRACT N 12365 -rA 17',I i C 2 3 00'00 9 68.00 388.58' 19&.94 �I� �—CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . �Jve ! W= 35'_n- Op 23'00100" l000.00' 4ol .43' 203.45' STRIPING ` SIGNING PLAN SEE o 32 ! '"�� `" 27 �4 INSTALL STREET LIGHT, 9 "00 LUiY1, O 23'00`00" 103Z•oo' 414,'L7' 209.x(0 SPRUCE AVENUE (k—CONST. LOCAL DEPRESSION PER CITY STD. DWG. N0. 518 , cF) $2'41' 42" 35.00' 50-5Z' 30.80 SPRUCE AVENUE CASE "B" . (FOR CATCH BASIN OPENING DIMENSION SEE MOUNTAIN VIEW DRIVE TO TERRA VISTA PARKWAY APPROPRIATE CATCH BASIN CONSTRUCTION NOTE) cG) 95'23'dT" 35.0 58.2? 3845 L l cii� g�}�o5'54" 35.00 51. 37' 31. 57' APPROVED BY n� DATE �-CONST. CATCH BASIN # 3 PER CITY STD. DWG. NO. 504 . �� 0 -CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 310 . DESIGN MA OLE AND ASSOCIATES, INC. RECOMMENQED I� C046T CUR6 OUTLET PER RAWWO CUCAMONGA GtTY S'TD 5oG ,[/ OF SAN BERNARDINO COUNTY (WITHOUT PIPE DuTLET� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 18 CONST. UNDE�P SJDEh/.4LK ORAin/ PER RANCHO CUC.9t"IONG,4 545 N.Mountain Ave.,Sults 105 UPLAND CALIFORNIA 91786 C fir Y STO. 507 l(ti//TROUT /"JgNf/OLE FRAME AND COVER), L=/2.' PHON9y14)986.9629 A DF . 9A CONST. S/DEWALK PER CJTY STD. DW6. 310 4 311. NECKED RCE No 14 61 DRAWING NO. &,�# DA 4E �� FILE Noie6 J.N. /26-682-5 LAH CH MARK : o C. ♦ { i S / R N IV L MARK NO. 96—B E NWC OF HAVEN AVE. & — -- -t - } ST. , 44 FT. W. ' HAVEN l; / /V { } } { t { { { t - - - — — - — _ T. 1 H ST. , SET F N 9T : : ! ; T U 0 \ U PIN •w C.S. TAG IN TOP { ; { - - -- E E. END OF A HEAD WALL �' 'k -24" CMP--ELEV. 1430.686 Zi -mow tor 6' 94C , - + ! i r , X, AIVI m s } o { t t { { - -. - - -- - - k - - - - - - - - - - - - - - - Z 59 N 1 1 X U 0 V - — - — - — - r 19'7--115 7 I I. +� : — - - - - - - r - - + -- ♦- - -- - - — - — - - - t-t7- L4 a womm t t t .i Tti :o .,.�.�,...� r �Irq74 • ♦ } i 1 1 1 l 11 f I 1 . . . . . . . . . . . . �,. . . . . . . . . . . . . . } ; t t t . . . . . . . . . . . . . . . . : : i . I i�?O 4= 373.0/' t t ! PROFILE NOR. I"=40' F t 1 f . .. . . . . . . . . . . . . . . r . . . . VER . I'i { - 1 t 4 ! 1 1 1 t . O- -2 3 4 5 <0 7 8 cT 10 t" °I Ile, f END EDGE 5TRlPE 14 �A I l�ti� " jA SLE N 1 =40' 1-3 END CENTERLINE 5TR/PE �` �` 00 1( pep ._.__...._._ a.. _...__._. _ .. _-. .. r-0 Ali �' E� I �� YELLOW DASHED CENTERLINE 57R/PE g< / / (✓ Of 1000, Ffl It (TYt?) 4 E 1 O `• 24? ((). �, , ;N r i '°' ppgg p /'' 4 V t L..s+ ✓t L..€./ ( y d / '✓ I I/' / 'PY in L. ( ! T%sY 1 "..^�'"_" „""..� � gk/i33� , I 6 ,,,r" .. J / t i t 2 I c= . =' - iNsrac� �3/A 250') , 7446..34 LL rtl _. A NO ,f t.• F"—V-0 �I i b.C• w - 4 Via? f 0 pw B 6. yst r� l �{ r+ 6 40 ti. ,max, r.._,.-. . .,.�.,�.,.-............. 4..� � r 111 7 � r--'�re~ �� •'' � �,. � � ..,...._ .........._.. . ,_ ,I..._._.. ._... 7¢ �/a ��•� _ - � STRUCTION NOTES CON ,s CONST 4"A.C. 4"A.S• >✓LANlr ADDED Al-bkG MOUNTAIN V(EVY 1)91(a PROM SPexr _ 81K NO. 157Z4 .. .. .-... ...__, _. _ -. .._.m.._ ... .. .. _.,....-.. � I¢ Av EN U i= To M u.L I Kt=•N A\l�, PSK Tiz•. I �-�?j �,�}� 4"WRITE 50L/D E06E STRIFE O—CONST. CURB & GUTTER WITH 8" C. F. AND 24 " GUTTER PER CITY STD. DWG. NO. 303 . D ESCRIPTI 0 N o f REVISION �—CONST. CURVILIN�ER SIDEWALK PER CITY STD. DWG. NO. 304 . GATE APPROVE -- r--- " ! MOUNTAIN VIEW DRIVE � NS Sof/ 2"x AT /DHT TDr/S S;EE7' INSTALL 2 x4 REDWOOD HEADER. CITY of RANCHO CUCAMONGA � r ` CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 306 . yr �" 0� o �C ' ° �l GV VL W= ` 4 0�,•` St�NIN6- $ �TRIPINO NOT TRACTNO. 12365 O Q R L T - - INSTALL STREET LIGHT, 5800 LUti1 A 26°a�'oo' na.00' 35ao5' 1-79.62' STRIPING 4 SIGNING PLAN 1l I�IST^L.L. �- �Dt,i� YVHIT� 17TP-1 PF— 8 CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518 , � 26°G17'00'' 800.00 363,03' 184.6 1' — I�(yTA{� ." p�,f} p WHlT� If' .- CASE "B" . (FOR CATCH BASIN OPENING DIMENSION SEE APPROPRIATE CATCH BASIN �'A.•• Pt-AN VIEW.) MOUNTAIN VIEW DRIVE APPROPRIATE 3 ' ....... sem` �Ci 2G°00'00' 822.00' 3T3.0I 18F1 . '77' __ (t��T�LL " KIK!✓ SNI p�V�M�I�tT Mi°�K1N6 90°00'003900' 54°18' 35 .00' - )NI�TH t)I�CT10NtiI, �z�DW� @3 CONST. CATCH BASIN #3 PER CITY STD. DWG. NO. 504 . E" LY SPRUCE AVE. TO ELY TRACT BOUNDARY•, -.... ...... .... i �^FESS/p 13 CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA ROMA STD. DWG. NO. 404 AND Er,40 OF STREET TEMPORARY PAVING PER CITY aTD. NO. ao5, RECOMMENDED DESIGN M DOLEAN ASSOCIATES INC. No.8;18 m' I� C014ST• CURS aUTLET PSR RMCND CUCAMONGA CITY STD• 505 OF SAN BERNARDINO COUNTY VC 4. � WITHOUT PIPE OUTLI:T) G '� CONSULTING CIVIL ENGINEERING ` ✓ �• * * DRAWN AND LAND PLANNING r SHEET 1V11. s 3A CONST, SIOEK/ALK PER CrT Y Gro• PA16• ru0- 3rD � a 11 , .549 N.Mountain Ave.,Suite Io5 (© G.E'8• UPLAND CALIFORNIA91788 27 - �� 1D CONST. H.9N�iCAP RAMP PER Ciry pF RA,vC'NO CuCArIDNGA 5ro. 0/✓G. NO. 310 PH NE(� 4) 906-2949 - OF NECKED RCE No �'�B� DRAWING NO. �! DA E / 2/� FILE No/ft 8 dw. IeG-682-5