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DRAWING NO CONTROL NO 148 248 T v OVERLAY NO 148 148 OAff Release Date - ESTIMATE OF QUANTITIES r- -------------- (FOR BONDING PURPOSES ONLY) fssrzsr+zszzzzzzzzzzzszzssszzz==zzxzx==z=zzsszzzzzsszs+zzszzzzzze+zsssssz+ ITEM 1 DESCRIPTION 1 QUANTITY ; UNITS 1 /�_� VARIESANCHOR ♦sszzzz/zzs:szxzxrxssxxsxxzxzxxzxxrxrrxxrrsssxsxxxxasz+zz z=x z zz z z+zzz z zz z+ ANC HO R --1 : 4' AC OVER 4' CAB PER TYPICAL SECTION (SEE 288,325 SF SEE PLAN FOR : SHEET 2) C.�/'S�/B8 5' TOTAL LENGTH S.B.C.F.C.D. PROPERTY ALHAMBRA A-12668 2 1 5' AC OVER 4' CAB PER TYPICAL SECTION (SEE ; 136,95B 1 SF 1 PROPERTY LINE #3 X 5' 4• RADIUS OR EQU I V fl ; : SHEET 2) ----------------------• --------- ------ 40' M.N.D. E'SMT 40' M.N.D. FEE PROPERTY R/ +------+- C 1 -3 1 8' CURB AND GUTTER PER STD. DWG. NO. 303 i 17,740 1 LF r - - VARIES 12' 46' b' CONCRETE BLOCK NAIL PER A 4L --1-- A _ 4 4 PCC SIDEWALK PER STD. DWG. NO. 310 i 311 : 63,3'10 1 SF 1 ►- STD. DWS. NO. 811 LLQ-_ _ - - _ _ T CURB LINE +- -- - / ---+-------------------------------- ---+----------+-------+ m 8' 4' I 22' 24' /� M Z4• RC : 5 1 SPANDREL AND GUTTER PER STD. DWG. N0. 308 I 4,520 I SF C II =- - - _ - - ANGLE N/CURB LINE +------•----------------------------------------------+----------+-------+ - - ----- 6• ( _T1 I- M MAY VARY 1 6 : SIDEWALK RAMP PER STD. DWG. N0. 310 1 68 : EA : C o 6.0' EXTRUDED CONC. _ FENCE PER CITY - itI STD. NO. 1010. #3 8 3• C.C. `_ - - F 4• RADIUS 7 STREET NAME SIGN PER STD. DWG. N0. 402 1 10 I EA 1 0. 1 4' E V EL LINE +------+----------------------------------------------+----------+-------+ o : 8 : AC BERM PER STD. DW6. NO. 313 : 4,625 1 LF Cs�Op 1.7% 1/4 /FT. #3 X 5' B . _-9 MEANDERING SIDEWALK PER STD. DWG. NO. 304 22,lift 1 Sf : ---------------- \� ANCHOR +- --+----------------------------- -+----------+-------+ `I • �, 1 10 : BARRICADE PER STD. DWG. NO. 404 1 5 1 EA • PAD ELEV. (SEE +----- 1 ._ #4 BARS CONT. -+----------------------------------------------+----------•-------+ 3 R-72 THE GRADING PLAN) PLAN 11 • 14' PIPE GATE PER SBCFCD STD. DWG. NO. 209 2 : EA STRAIGHT DRAIN •------+----------------------------------------------•----------+-------+ 12 EXTRUDED CONCRETE FENCE PER STD. DW6. NO. 1,890 LF 1010 1 : 5 1 13, +------+----------------------------------------------+----------+-------+ BANYAN STREET ALHAMBRA A-1266B 13 LOCAL DEPRESSION PER STD. DWG. NO. 518 12 1 EA ULTIMATE TYPICAL SECTION OR EGUIV #3 X 5• : (CASE A-B-(:) 11N.T.S. --\ 1 14 1 (15' X 10') 5' AC DRIVEWAY APPROACH (OMIT i 3 1 EA : (SEE SHEET 24 FOR INTERIM X-SECTION) A ►'� I \ '- -i Ac DIKE) ; 1 -1 \ NO 1 15 : STREET LIGHT (5800 LUMEN H.P.S.V.) 1 73 : EA i I \ +------+----------------------------------------------+----------*-------+ 24* RI: Ili �. --� \ 1 16 : STREET LIGHT (9500 LUMEN H.P.S.V.) 1 2 : EA 1 R/N R/N n I � \ \ � B +- 6 0' /W - N. -----+----------------------------------------------+----------+-------+ \ `� \ ANCHOR 1 17 1 STREET LIGHT (22000 LUMEN H.P.S.V.) I _--1-: EA_ 110 ' 30 \ +------+----------------------------------------------+----- - _ - �, ► \ 4• 1 18 : SIGN R1 7_1 EA : 12 18' 18' 1� #3 # 3• C.C. \ AbIU +------+----------------------------------------------+----------+---- --+ 0.5' 4 7.5' I 7. 5 4 ' 0.5' \ \ N, \ 7.5' 1 19 : SIGN R1-2 i 1 EA i � 1 LEVEL LINE #3 X 5 12" ' \ \ +------+-------------------------------------- -------+----------+-------+ PAD ELEV. _ A - UNDER SIDEWALK DRAIN PER STD. DW6. 507 EA 1 1/4"/FT' 1.7% .21 ' \ � \ i - - (MODIFIED -TO----W/DTH) ----------------------- LAN) 4 (SEE THE GRADING P1.7x + - + ,.• -, - _ _ - - - - - - ___ _ 1/�/FT' \ � i 33 1 UNDER SIDEWALK DRAIN TYPE C ISTD. DWG S07 i 4 3� EA i 14 BARS CONT. \ -- I 1 MODIFIED PER DETAIL I) (SEE SHEET 2) L i '."".. ------------------- 4 qx• \ S 35 i 18' CMP. 1 48 I LF i +------+----------------------------------------------+----------+-------+ R=72 1 PLAN B CURB LINE 1 36 1 TYPE GMP PIPE INLET PER CAL-TRANS D 75-14 1 1 1 EA I T. I.= 5 ANGLED DRAIN 4" RADIUS I ; (DETAIL P, SHEET 3) 1 1 1 ANCHOR ( ; EA I 51 1 CATCH BASIN (SEE STORM DRAIN PLANS P.M. 9192 1 15 TYPICAL SECTION I I FOR DETAILS) I 1 1 6• -----+----------------------------------------------+----------+-------+ SIERRA CREST VIEW LOOP �«- #3 # 3• C.C. 1 54 1 SPECIAL CROSS-SUTTER PER STD. DNS. 309 1 1 1 EA 1 #3 ! b• C.C. +------+----------------------------------------------+----------+-------+ N E T H E R LA N D S VIEW L 0 0 P \ 1 55 1 SIGN N-53 (NOT A THROUGH STREET) 1 2 1 EA 1 NP ANCHOR 1 57 -1 INLET CONNECTION TO EXIST STORM DRAIN PER 1 l-SEA I MOUNT BALDY PLACE I DETAIL -----+---------------- -------+----------+-------+ N.T.S. 24" I • n! 3/40 LIP 1 60 1 TYPE Al-B CURB PER CAL-TRANS STD. PLAN 840 Lf M r ELEV. SHOWN 1 1 N8-A.1 i i 1 ON PLANS +---- --+----------------------------------------------+----------+-------+ ` 1 71 ; SIGN W17 (STOP AHEAD) : 1 : EA I 3• . i• • ..•. =6- +------+------------------------------------------------------------------ MANHOLE FRAME + COVER 1 73 1 INSTALL 2' X 4' REDWOOD HEADER 1 68 ; Lf I LB1I _I 74 1 INSTALL INLET STRUCTURE PER LACFCD DWS. NO. 1 3 1 EA I NORTH SOUTH 11111111" I I 2-D265 (MODIFIED PER DETAIL S (SEE SHEET 21) I 1 1 R/N R/N +------+----------------------------------------------+----------+-------+ 66' SECTION A-A 1 75 1 INSTALL 6' THICK GROUTED RIP-RAP DITCH 1 1,120 1 SF ( I I PROTECTION DETAIL R (SEE SHEET 21) FOR INLET I I i II i STRUCTURES I i I VARIABLE +------+----------------------------------------------+----------+-------+ I1 ' 0-8' 22 22' 1 76 1 24' CMP 1 92 1 LF I ' 11' EXIST. PROP. EXISTING EXISTING EXISTING #3 # b C.C. 3• X 3" CONST. JOINT �� I 77 1 CLASS i (TYPE E) FLEXIBLE POST DELINEATOR 1 26 1 EA I GROUND I I PER CAL-TRANS FIS 6-34 ! 100' SPACING I I I 4. 3. 4• 6' Full WeId = +------+------------------------- ------------+- ■ / �ta 1 78 1 CONCRETE CUTOFF WALL PER DETAIL T 1 288 -+ LF -i 6-14 s 1 / S bar "a 1 I (SEE SHEET 21) M 3w X 30 ---- 1 " 'p. : 79 STPEB>rrEdPfr SrPEE>7,!'�ECA�lS�'uCTiD/V I I 1 ' CONST. • -•-- M 3" leg at 90• t 1 1 /voles CJNT. /) ' pS0 ( 64' 1 • M JOINT f I 10 _ I - - - -I-- - - - - - ------- - ---- -- - ---- '-----'----' CONSTRUCTION NOTES. Q 1 80 1 /'l' WIDE CHAIN LWC GATE PER CAL7A/FMS 2 EIA. ; 6' 3' 3' 6- 2 1/2'x 2'z 1/4'x 4.0' 1 DWG. No. A78-41(#=119_ - - - - - - - - - -i- _ " ■ 2: 1 I � � � c 2x ~i � � I'� r SLOPE � -«� Wlvinired S(te1 Anglt � '- ' ' - - - - - - - - -- - - -- ---L Ol 4 AC OVER 4 CAB PER TYPICAL SECTION ►00- _ � (SEE SHEET Z)o Z 60 ANCHOR DETAIL ° W ' AC OVER 4" UB PER TYPICAL SECTION W TION B-B J Z? DITCH SLOPE - = .y 1' � u �= \ NOTES: (SEE SHEET 2) _�° � �� . � i. CONCRETE SMALL BE 564-C-3000. 3 8 CURB AND GUTTER PER STD. DWG. NO. 303 Q 2 5 2 W 2 Sega 2. TROWEL FINISH TOP SURFACE AND REPRODUCE 4 4" PCC SIDEWALK PER STD. DWG. NO. 310 It 311 < nNa W HIGHLAND AVENUE VARIES \ EXIST. MARKINOe Of EXI3TIN© BIDENALK AND CURB 8 AC BERM PER STD. DWG. NO. 313 WK,W d. W o~ n 2. 1 GROUND S. TROWEL FINISH FLOOR OF OUTLET. 9 MEANDERING SIDEWALK PER STD. DWG. NO. 304 TYPICAL SECTION `C z = Z FOR FUTURE CONSTRUCTION (MAX) DETAIL EXTRUDED CONCRETE FENCE PER STD. DWG. N0. 1010 m UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507) MODIFIED 9 REMOVE DISPOSE OF= W o<W STA. 44+24.23 TO 54+40.23 U a W v SCALE i' = 5' ® TYPE A2 8NDCURB AND GUTTERTING PER ULTRA SMENT STD. T. I. = 90 W W << R = 72 PLAN NS-A (MODIFIED W/4' GUTTER) ~ Z Jyj STA. 7320 TO STA. 6033 TO 7320 W W g t 7650 STA. 7650 TO 86+45.26 °W VARIES �c R/N t- R/W R/N W O < p m= < 40' I 30' Z - i U. v ADDED C#,*IV LINK lsA7i5' TO l2UAN7'/7'1C5' F o z 7/101 > > d�p_= ARIABLE VARIABLE e r EN�c corsu�r,94-r5. tic. Uj f S 5' (MIN) 3' (MIN) V 3 n t t I ADDED S T 7�£ET QEc 4aLI*rVT7TIE5 10' (MA ) 8' (MAX) 22' 4' 3' 15' 1-7-81 PAD �. NORTH SOUTH i/4"/FT. a 2. 1 SLOPE CIT Y R/ (MAX. ) DESCRIPTION OF REVISION DATE R/N N � EP APPR. oomz- = VARIES /VARIES 70 4: 1 MAX. Q o EX. GROUND CITY OF RANCHO CUCAMONGA `o: J �' LANDSCAPE 17 ' / 42 ' 1 1 ' 2: 1 MAX SL p 1.7x a Q` \ GREATER THAN 12' , oW: SIDEWALK 6 ' 21 ' 21 ' 6 ' 0.5 MIN. REQUIRE BENCH 1 �. 5'_ .� 1 - - _ _ �'-+ mom_ AREA ( VARIES LEVEL LINE \ EX. GROUND t 0. Ib' ' 17.5=� PROPOSED PAVEMENT 2� (MAX. ) STREET �-� ��_�- - SECTION STREET IMPROVEMENT PLAN o W o 2: 1 MAX. 1.7% 1.7x R=72 3 7 FUTURE STREET ` � WU`mX i --- -- - - - -- - �: R=72 2 TITLE SHEET N v o 1/4"/FT. -'1 I` -'1 1 _ - _ ' ! y T. I.=6 SECTION = -_=7! o-_ �,T,t ; a� TI=6 Ov1wrivESS10 FOR oo- J¢zoW U zox� n R=7� o `o� �a== 20Z MAX 1/4•/FT. PIN. T. I.= 6 p 2.5' ����' ?, � BACKBONE STREETS ROCHESTER AVENUE PARCEL MAP 9192 y ROBERT P. KING 3 1 3 I�. J �I ULTIMATE TYPICAL SECTION No.C 041341 1/4•/FTAPPROVED BY DATE W6o�a¢o3 W . N.T.S. l030/9� CITY ENGINEER R. E 2397 (SEE SHEET 21 FOR INTERIM X-SECTION) EXPIRES _ cc <_�__�� DESIGN - _ -= RLCOMM-14UEU VINTAGE DRIVE s CIVIL - ���=n W TYPICAL SECTION r9lFof CAt�� RJS __== - - consultants, Inc. s, ¢y z f a N.T.S. DRAWN 1355 E. Cooley Dnve•Colton. California 92324 SNE E 1 �+ ' Zooyzz3o W � �00000`" a h LM-SAS (7,<) 825-2,27 2 OF 25 C-3 d "' .-ooQ CHECKED • 1-01-311 DRAWING NO. DATE S// FILE NO. I Z I S T�: ij % -, -::,,'' '�",I IN- - 7_j -2 71 I A N 0 tot W ..... .. ... ----- ARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 'AST 6.5' WEST OF F. UND OF 8MDGE OVER DAY FLOOD CONTROL CHANNEL,, SOUTH SIDE IGHLAND VENUE; OF HN2 ELEV. 1485.617 It i4 00 4 f OR 0 0W 4, T IL w7c oil I ti C3 A IN 4 A 4V A T t s;rr. �v PA J�p '0000 oop + Pft0F1..HoRIZ- 4 0' VE 64 ANTLER P K M . EVF.RLTT COYRT C 3 Q -_NUF U TURN (F U*r�l RE) HIGHLAKID AVE 50 5�OPE M5614.l 42 55 W4tik, 43 f 14 F 47FN 7 SHEE T NO. 17 SEE , 41 56 E i 2 7.0 owkwl 41 U 40 i 1 42 57 ri.fv -lit EX IS T 51" 0� r,%n E E V r 3 1 A r @0 0 wi& 'll 94 4D R orrJ40 \l 4w MR ISE 'k*- Ir E,I I 0 /V& 1XI:. I T- -1-Y jail 2 OwAl v Is it -i�5 V 'A A_� or \y rj .(-T 4' CAW TO 101i Co C/) TYPE GMP J� ui u Ait DE i'A 14 Q STORM DRAfN PEP u+ 7 -A PIPE INLET 0 E 5 MM CXTRAM PD, DWG. 075-14 it AvE D I L P lot N.T.S. C) fxjsT 6-Y" SIrORM Dk*)AI �_4 Ep 911 pips son"*1 6 AO Up I D R Offft 6 A D117 S?R&T TaeZ3 is &NO olm "M Q, z At v c! NOTE: STRMNG AND SIGNING SIIOWN ON SEPARATE SHEETS R/w CTION NOTES: IMM plift CITY 50 ' , .. DESCRIPTION OF REVISION DATE APPR. itAC O%�ER 4 CAB PER TYPICAL SECTION A CwAtf "it. I I (SEE SHEET 2) "11161TV 14 1,0700 7.4 11 3 $9 CURB AND GUTTER PER STD. DWG. NO. 303 CITY OF RANCHO CUCAMONGA tk ript onto 10"Istums t1i;IECTION it 4 41 PCC SIDEWALK PER STD. DWG. NO. 310 311 4:K1 tk C;t' z 6 SIDEWALK RAMP PER STD. DWG. NO. 310 PLAN AND PROFILE 6 AC BERM PER STD. DW6. NO. 313 FOR 9 MEANClERING SIDEWALK PER STD. DWG. NO. 304 LOCAL DEPRESSION PER $TO. DWO. NO. 518 (CASE AA,C) R or tj AVENUE STREET LIGHT (SM LUMEN H.P.S.V.) P.M. 9192 Ao 0 40 so STREET LIGHT (22000 LUMEN H.P.S.V.) (FUTURE) 4*1 Fell 11 v I SSIO# I"= 40' SIGN RI scale feet 4 Is, CMP. UATE R.C.E. 2W TYPE GMP POPE INLET PER CAL—TRAIIS SeCTION A—A CITY ENGINEER N.Ts. ROK P.KpG D 75-14 (DETAIL P SHEET 3) ESIGN C MM NDEED RE 0 CHETAIL Q ft C 04130 CATCH MSIN (SEE STORM DRAIN PLANS 1041 WLET C01ow 1- TO ""NG STORM DMIN onsultants, tnc. P.M. 9192 FOR DETAILS) 1. ClAtIRLIN V INUT Iiii ft 01' FAIN 1118ft W110 DRAWN 1356 E. C001110Y Drivo-CO)t*11, C0410flMS 92',424 SPELI Expl 0 INLET CONNNECTION TO EXIST STORM DRAIN 9. to *#NNW iiiiii lowit To It.vto lima onto LM—s" 0 14) 825-2127 ST rREE POLL 66 to 0611:141 Wiliam v Ift IN -M" OF� PER LFTAIL Q (SE SHEET 3) ill. p olpf (D WHtn 10li TYPE At—$ CURB PER CALTRANIF STD. PLM R.C-E wltwl "L mkiono aiiii vim so vit"on okL og DRAWING NO. 4At SIGN WIT (STOP AHEAD) DATE 7 ftfi No *Pow ww" W_rat"""Mmlowgiiiiiiii to 0 sompow _ _ _ .- , __._ _. _ . w .•F r etr 1. r .y 1. _ - I i r 11 �} .:.. - -5- - - - .-- --. -,.: ,.4 - - .-.. -: ..,.-'_1 11.-a r , z - .-: -. ,-.:.,.- ,..- , , :4 yy' - .-- t w �, u. F I > ,.� ,:, { I� , _y OVERLAY NO. j*2_ • Zoa' ,_ #A4,I;.• li.t; - • A••BNCVi C: 16nf x . ii♦ ` t,A,I !, bait gv pAIt V ',, . . Release Date _ 51 !97 - : - • V } - I E . - < #3 NCH MAR K. N {3. i 40 �/� 4 RO F 8 ROUND H T EI1D NAIL ON I BR D , GE , WALKWAY, ALK � _ WA Y t . . 5 #a. S WEST 7 O EAST END F O RI , B D , faE OVER � - 7 b �- i i , I . 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ROYAL COURT VINTAGE DRIVE R tI�"SCAIf � MT. WILSON COURT WHITE MOUNTAIN COURT MT. GUNHtRON COURT t- � aC � LKr\nJ Ugggg SEE SHEET NO, 9 /i�� (FUTURE) �I VU�0@v 0@0 9@999 (FUTURE) � Ei7 Ea � . 40 O 40 so SEE SMRA#of*/# NA#5 I I � _ ����� 0@0 fl@gr_-j ' � "m 40� (FUT�t1R PAI +nt 11 2r}) z/, a, 1 1 /fUTUR F` scale .— .� Pert arury AHD T ll �' `' .. SQr SrORtlt DPI'1/N p[ANS 1 N i t1 91 -31' f s� Sr11EEr 1 �. tAMU�cAF E i Scop) ti�rnt �/�2 i 1 \ OaAlNA6E EASEIr1,EM >n o ZMPQOYEigfirr PlAW5 `' Wizr,AeftNdxri� �• �* %m n EASEMENT LINE 15_.0 ti SEE srt+EEr 3't�r A"IrAt. . 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N0. 303 CITY OF RANCHO CUCAMONGA Xi 1 '` ; SEE SKEET TT FtNt ti 4 4' PCC SIDEWALK PER STD. DWG. N0. 310 4 311 C t-)R F3 C U V E D A-T A W F INTERIM IItPROVE#rfENTB /I/ 5 SPANDREL AND GUTTER PER STD. DWG. NO. 308 xatza_5► 12 i SIDEWALK RAMP PER STD. DWG. NO. 310 ---- --------- ------------ - ------- ---------- x I N0. RADIUS QEITA LENGTh 3 TANGENT ; PLAN AND PROFILE � , W 7 STREET NAME SIGN PER $TO. DWG. NO. 402 ;�___ ;s========;==C===3s===__1 _=y======/_________: ROCHESTER AVENUE I � FOR w h :,* .F<2:t`� 98 ,.t�C 90 UO 00 I- 54.98 - . O �1�J��W W • C r I • M I I !C 1 =C �_` 8 AC BERM PER STD. DWG. NO, 313 1 1 ogaj�,-r3#< i � 9 MEANDERING SIDEWALK PER STD. DWG. NO. 304I ' ----- ' - -.- - - ---- I „_._-__ ---_--. I -- -- -----• - ___ ,.--_ - : ROCHESTER AVENUE .� _ it 0 3 LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE A,B,C) �,,,�� r P.M. 9192 iv I E;avzz�=h 6 9 I (15' X 10') S• AC DRIVEWAY APPROACH {OMIT AC DIKE) r' ,EL$tl't;" Q� f r . M`,J x.-v W I STREET LIGHT (5800 LUMEN H.P.S.V.) j i, I ,,, W ��N= �a=-.-W== � � � APPROVED BY aw W1 UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 ? �;F, c> �.,- `, DATE R-- $S g o j x MODIFIED PER DETAIL I) (SEE SHEET ?) �, Vt" CITY ENGINEER R.C.E. 22,397 a (` �I � 34# air _ �. P,rr MR¢EN�I U 3E�`a" _ 0 CATCH BASIN SEE STORM DRAIN PLANS / DESIGN �- W ..,,,.o9¢,-: « ExF1!tt.` , _;'+h �• f � consultants inc. Lgn Tin T �`..#,;_�w °" P.M. 919? FOR DETAILS 30 / ` R.1 S }` CG J , i=g� ;Ww 0 SPECIAL CROSS--GUTTER PER STD. DWG, 309 {y;L DRAWN 13b5 E. Cooley Drive-Colton, California e2324 baoE � � ` � _ ��T OF 1F LIII�-5AS SHEET i7ta) 825-2127 r�t�""' I AS STREET 7XEE1,\ LMH/rE moms,gmd -ISI,A,_ £ c:c.•.- 4 C3 t_�Cmzi v C�i OF 25 -�_� �® (aLEPFo PlNE)- �s-c,�,� CHECKEC� ./Z R.C-E, NO-CVa�L_ DRAWING NO. H �Q- PER ra�E coNST NOrfS. 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PROPERTY �b3w� r 3 - - CITY OF RANCHO CUCAMONGA f 1 30 RLP �< ' W CONSTRUCTION NOTES: I +� / �3 a o�� Z -�_r._*�..- SEE SHEET 23 FOR � 9 INTERIM IMPROVEMENT& ' ft d� � i I � PLAN AND PROFILE M O 11 ►-� trsu 5" AC OVER 4" CAB PER TYPICAL SECTION '� � � .�- � FOR =a� (SEE SHEET 2) �,� ROCHESTER AVENUE >` 40 0 X10 e0 ROCHESTER AVENUE � 3 8 CURB AND GUTTER PER STD. DWG. N0. 303 CNl1AA'EL COLVERr DES1R!f11 pM, 9/9t FOR perra1s • SEE OAY CREEK DIKE RELOUIriDN AND d/1Nf1W P.M. 9192 i" 40' 6 SIDEWALK RAMP PER STD. DWG. NO. 310 ' � a w w a T STREET NAME SIGN PER STP. DWG, N0. 402 1 f �F ESS1 N >§r stole feet Q '+! STREET TReE� +O W#lrE XRONSftr-isG,oc �VQR �P�`ql (FUTURE) ` 8 AC BERM PER STD. DWG. NO. 313 cC4 i '- �` Y AT d� ALEPPO PINE .` c� _ . APPROVED 8 , DATE 65 9 MEANDERING SIDEWALK PER STD( DWG. NO. 304 PER rtEE ta,Yst mores, s#r, t ROBERT P. Kin , CITY ENGINEER R.C.E. 22 7 W B 0 BARRICADE PER STD. DWG. NO. 404 No. C 041341 4 (15' X 10') Ss AC DRWAY APPROACH (OMIT AC DIKE) 1 DESIGN �WS -- R OS I►� N QEf� 0 T,VE � ' STREET LIGHT (SOW LUMEN H.P.S.V.) `.ExPik�S t/' consultants, Inc. DRAWN 1355 E. Cooley Drlre•Colton• California 92324 SHEE I " STREET LIGHT (9500 LUMEN H.Pt3.V.) J�r `CIVII `M—SM 014) els-k 127 OF ile� I SOGN R1 f— , f a 5 I $SSW., UNDER SIDEWALK MINN TYPE C (STD. DWG. 507 �� (, ��F. GWECKEp i R.C.E. NO.C:O1f/.!4! GFthWlNC9 NO. MODIFIED PER DETAIL I) (SEE SHEET 2) DATE j1 FILE NO.Ln 1 y - s 4 x � dRAWING NO. T � CONTROL Nv. OVERLAY NO. ; /oY ,zoY DAII � - _ _ - -. - Me-S 11F .l:, 4•.NOeI.E 4k!;f - - - s , 1 r4elease Date r J/4/07 Ir BENCH MARK: NO. 140 Pae C. Li r ,� ft7 '� :`:Z Phi = 37, 77 ! ROUND HEAD NAIL ON BRIDGE WALKWAY, _05q� h fl ? U 6.5' WEST OF EAST END OF BRIDGE OVER 44 tv � � } � DAY FLOOD CONTROL CHANNEL, SOUTH SIDE g � � , � � OF HIGHLAND AVENUE. l , .�. 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PROPERTY z-1 t p N MW /p PRGPEKT t' X N * ,�X ��� M Ci Al.WO O 6ASEA7EN r(yo ) ` aZq a v ILS Yt3.0 x5 At PAD ` Zq zt g e�y n AROUND 1"ANHOLE ` � ♦ V w E AFTER MODIFeD i ..!'^ �,1� ��/ ExisT of fN D 9G APE-.Sr,PEs.� D vi �! / COr✓C 0/,0-1 L/N� CP�OTECT iN PLACE J a M d °� n $ /EJC15T C C iV ECD lG- CML #' ,t' �i�Dy / R+oAtPf ON F4GESTRJhN TRAIL , �. / O wwrER MA/N C PROr6cr ,A Pt�K'EI sy h ; CONS r W/ EAVV SPOW4 / / / �`•`'s' a v 3 b ! �r �� r F/Nr5 N f\ -� p +p r k. ,O�V 3 Da' ti `'' ' ; r'v `�' �v ' ti� v _ '►� 'V �! �, r u !ti �� V 7�'Fy ��.'�'' �'yy ,y �'' ria` �v M fi v _ �C REMOVE EXISTING BARRICADE _ - -- - -_-. __ U~ �•--•' •--r ._ _ --- ' - _ •-•--•--•-�•. ----- _ _�.�r�:i . •�•�•- •-Z . .�•�----� �-=---rte "".'r.r."""�" �"� �FMod AP � ■ f\• ...... ......_..• .. ._.. .+ ... .f.. .... . "�#"'_.f"' ""�;'� -- _ ,' a BARBrcAr,L rC,rY1"F ■ _ , _ .....�..� -- . __ -� . - - _ _. . V d ••��a0'.----r ir�"'r�""'1 ..L""'�'u"'r•*"",�'•'w•""�'�'. _ _-_ - ._� -� .�.. 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(213) 250 6432 �,Fc>E cUFcVE DATA ---- ---- ---- ------------ --------- --------- CONSTRUCTION NOTES: PLAN AND PROFILE SEE SHEET 24 FOR INTERIM IMPROVEI4EMTS N0. � RADIUS � DELTA j LENGTH � TANGENT � FOR w+"$ its 5• AC OVER 4" CAB PER TYPICAL SECTIONSANYA:N STREET •� (SEE SHEET 2) Rb 25.00 � -90.00W00"-. ---39.27+, -- X5.00- , t ,,;• � ---- E --------- E - , E f i r 80 3 5* CURB AND GUTTER PER STD. DWG. NO. 303 ¢•„ B #M t» 40 0 40 6 SIDEWALK RAMP PER STD. DWG. NO. 310 •�� 41 scale of E feet t STREET NAME SIGN PER STD. DWG. NO. 402 Q APPROVED BY � DATE 6z. �3 CITY ENGINEER �'*" .." R.C.E. 2 µ $ AC BERM PER STD. DWG. NO. 313 l5 w EXTRUDED CONCRETE FENCE PER STD. DWG. NO. 1010 ��� � R06EftT P. KIM6 � - DED DESIGN -- _ FIE .Oti�f EFeNDI"C� STREET LIGHT (5500 LUMEN H.P.S.V.) Y A STREETC 041341 ftLI BAtIffet, consultants. 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' 31.25 : 16. 76 , sa a -W�` W 3 :* CURB AND GUTTER PER STD. DWG} NO. 303 ' PLAN AND PROFILE �"" "$ } i 07, 24.40 141 09'44 i 59. 13 68.08 } N .^ w� .t[ " � w i SIDEWALK RAMP PER STO. DWG. NO. 310 _____ ____ V-,- aV•r�ta , d FOR -f� 7 STREET NAME SIGN PER STD. DWG. NO. 402 H �r� ?�� us skG 441 a AC BERM PER-STD. DWG. N0. 3113 BANYAN STREET ==g9 j (FUTURE) � I'-a 3t- __ BARRICADE PER STD. DWG. NO. 404 i - m RK A EXTRUDED CONCRETE FENCE PER STD. DWG. NO. 1010 P•Mr �1 �r ,i - $ Bio 0 40 8o STREET LIGHT (SW LtEMEN "P,S.V.) a�4EESSt��,� STREET LIGHT _.;tY r ;G )" 40� scale feet ('1 LUMEN H.P.S.V.) 4C• APPROVED 8Y = �' � pAI E I/ __ i ' SIGN Ri CITY ENGINEER °` P.,C.E, 2237 'iv� i - _ I ' w u 'Q 7'1 S?RfE7 ?10E£� `O CANARY Z3LAND PINE-lSGr►c . F F G n BANYAN STREET I` Cay DESIGN� «,_ Ilr�,CG I, r- �� � � �RJS ����` consultants, Inc. " R i �j � PER TREE CONtl.' ,VOt�f. 5#r, 1 EXPIRES � � DRAWN 11355 E Cooley Drive-Colton. 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I \ M a ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER 73 ti q O �, DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. * ELEV. = 1485.617 ' 1 + ? ^ * Y a a h ! �1 EXISTW 4RIJUNd t fml z� I97 I • ^^ n 'k 0 n �n , I d � p I DENT I CAL PO 11NT V + O p 2►a�il� os• r. t` � I M 0 I 7��` # LdL''AL fJEGIPESS/oiL _ Z n o, t+I T • V ' a i - In h 0 1 - --- Rf 4 ..-._. . .Q.... ..... .... .,. 6 ,.,, .,......�. < _.....� .... .... _. ... ... _....,.�. .... . .... < ... �. �} �1 h �_ �� . r _ - LT 4) FJN --- 31 a � < . . - - v tv ,� o ►• ,� \ -Z 3!% 1 ,h * / _V ,t, 0 P. 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NO. 304 < N _ 13 _ , , i�A 0 / 82.86 34.92 b ,�. `p �ti .54 �� hhti , z LOCAL DEPRESSION PER STD. DWG. N0. 518 (CASE A,B,C) _ _�a �,�� 16 ,3` .13=� _ ® 6 ��; ELEU'66.2 ELEV= 65.9 17 o G O STREET LIGHT (5800 LUMEN H.P.S.V.) o� _ _ _ _ _ _ _ _ S.b� 4k� �\ 155 5,�. 05�c 9 0 - ®\\ ,� b7. M ��'��h �0�', h� 1 SIGN R! Z z = - '�- �T 5 F 31 �� �- _ \ 5 2.71 21.2 _ _ - _ - h l�, S to 6. o 0� ^ - - r (,�h h UNDER SI'DEWALK DRMN OfiQ StD. DW Sol C#t DrfiED TO t W/anV) u U 2= > _ 56 - , 1h �, _ _ 3 CATCH BASIN (SEE'STORM DRAIN PLANS a W"� 0 - O5 - � i bA%- ' �j moo - _� o� \® /' 5•`31 _ 9 . W W m a �I �0 ^ 13. T G `' 37 ►�� M N - _ \ - -7 - - E� - �-v� oy : ��/3' 41 98 P.M. 9192 FOR DETAILS)fV i Q r�fi►70iVE E%/5 MVV h ti _ _ 1 . 1 /� a r � t 9 3 1 h Z3 H m [ui2i3- ��rrCR ��� J1E � '1 ,��,h - - - - - 0. �\�. b�'"c'?� \\ �/4 l 28 \� a "' \ 'l V' 4 154 �' / 4U `+ ©� S77PFET TQE�® C/fL/FOPN/R SYC+lntA4E -/�G�� oc Z p / _ i_ , b ,1 l 4p -a 38 \ 33 \ 158 4 -� _ _ �'L E Cr REMOVE ExiSri R M vE - - + ^�_ < - - - 39 b, i QQ ® ALEPPO PINE o L'iIIJ BARRICADE � 31. 6 9 - ��7 -�' � �'.� 6 �/�' L=4�• ,, Z i i v ISR V I .� L- _ - - c9- 1� h ''�f�i3%t� 4U S' CRAPE MYRtCE-Z'/ /Sex Z C 2 019bC 5 a� ? `' F/ELD i�r�m N 46. 51 - --- ___-'_ r 10 (1 10 -- L= m PER TWEE CONST. V0rf51 SNT. 1 > > 0 "' '1jFJ 0.[) �, ' Ex/•S7 .51 LW ,4L K J .s L=4 6. 2 g t \\ 6 L e t W t 0�� O a -� s / L=46. 1 n L=45. 411 4 8 �- / U W �- ?moo PM 9/91sEE R/►I DRR/ PLANS rw 4 L=46. O i 6-D -+_ n�` k� y L=45. 4U © RDD STREET 7-ZEES ,B:Ub a o 6 ` ^ /Ot4S,25 ^ 0 , /Or4S ZS 18 CI1 Y E:c.R o� Qat ec RR s DESCRIPTION OF REVISION DATE APPR. tii H CF 5 LANDSUaE m y" ALAN SCAPE _ - _ >. `oma, �, �• 4 3 EASEM r J�j y('i� : 2 -.�`c��%�'1 V EAS mENT a 5 Y OF N >�z�Jo o �, � , 2 3 CIT O RANCHO CUCAMONGA W _ Si o a �e. I,g � =>o 6 zo w�___¢ TRACT BOUNDARY � ��� h � � ' ' � ' �'' "' � PLAN AND PROFILE �=o d o SEE GREENBELT 1� �� Wo�y�W SIDEWALK PLANS VENgu Z@O q@3pg@Q 3 �� ,1�SEE SHEET NO. 14 �Qp�4 �@0 9���� FOR u �ydo oo�° NETHERLANDS ooJ =oW DRIVE �¢a¢= VIEW LOOP Wo o=N= 40 0 40 80 310 WW�f=¢z= It 1"= 40' CEIVTEFiL I ME: CUF�VE DATA 1� ¢W o� stole feet CURH CUFZVE DATA CURE+ CURVE DATA P.M. 19I yoC>-�;W pfESSip o t _ �QQ� Nq! ---- --------- ------------ --------- --------- ---- --------- ------------ --------- --------- +----+---------+------------+---------+---------+ APPROVED BY DATE S/ NO. ; RADIUS DELTA LENGTH TANGENT 1 1 NO. ! RADIUS 1 DELTA 1 LENGTH 1 TANGENT 1 W = 03 w acs`s o U "' • _ � ND. RADIUS DELTA LENGTH TANGENT � CITY ENGINEER R.C.E. 2 397 ' ' VINTAGE DRIVE ---'--------- _________ ___------'--_------ - - - zzs: saaeszrs-�azsaa:z-az-aazaz-az-a ■sz:az-ez ROBERT P. KIN DESIGN _-_______ __ RECOMMENDED 31 1200.00 0 56 ' 16 19.64 9.82 2 � " 1 � " 1 � 1 � " � ' � 99 �5.00 B4 58 '36 � 37.08 � «. 90 � r 154 1 179.00 � 32 04 '06 � 659.88 � 338.83 111 RJS f 7`W¢4 r = ' 100 25.00 1 92'29 '57" 1 40.36 26. 1 1 1 1 155 1 1221.00 1 3'00' 16' 1 64.03 1 32.02 1 N&C041341 32 1200.00 4 01 '36 84. 33 : 42. 18 = = - - - ;�=J ° 2 '� " 3B.41 1 24. 15 1 1156 1 1179.00 1 3.52'07• 1 79.61 1 39.82 1 �= = consultants, int. d _» 1 33 1 1200.00 1 32.04 '06" 1 671.64 1 344.B7 1 •' . 1 1 � N=f... z \ a '� � • � � � � 1 1 i � � � � � . . , , , DRAWN 1355 E. Cooley Drive-Colton, California 92324 SHEEN 1221.00 1 11 56'25 254.45 127.69 r o0 6¢o=;-' EXPIRES ' ----' ---- _ _ _- ' _ ---- _ 1 1 7 , (7 14) 825-2127 ----- ----------- ------ -------- = 1 158 1 1221.00 1 16.10'22" 1 344.65 1 173.48 1 s0000 aCIVIL OFle "jCL- cz =>E CHECKED - R.C.E. NO.�o� s41 DRAWING NO. , iE f l£OF CAOD� V) ini ic. � DATE 3/-y/-k- FILE NO. 12 1 5 DRAWING NO - jY ' - R�- 09 - - - CONTROL NO 107 2,o JJ J OVERLAY NO. /07 .2•7 W o• A«F 18, DATE I8r DATE Release Date 3 9 8? BENCH MARK: NO. 140 .S/� /g7 s ROUND HEAD NAIL ON BRIDGE WALKWAY, 8/s7 B7 6.5' WEST OF EAST END OF BRIDGE OSIER f f DAY FLOOD CONTROL CHANNEL, SOUTH SIDE l _ �q-��-8� L=39.27' =J927 -- ELEV. - 1485 617 < - } OF HIGHLAND AVENUE h Pd R r,o/V �Ao'W SS.3 7` V,C, _G`13G 9cS -- / /4/81 t; �' h I \� f- _ `_ i FV1 tip.70 PV-r N1,OH f \ EXISTING GROUND ! R/M D alb - N O IDENTICAL POINT y` 1; k • \ ISN GRADE X Mfi fi UID E!� _.. .,.... .. .... _ ...... _..._..., £ _... A ..... ._ . _ . ... ..... _... . ., � ,. . .. ...._ . . x . , ..� ....�_ . �._._.. ......M .. .� __F. m . ...� ...... 4 � I .�. .. _.. ISTD 1� ! � ,. � � . � C �/2/�/BS �3�3�3 H LT cRADF t� b' �; a v �, b Q ; LEFT ki v v a ; h °o c o ; ^ v �;;4 IN � a a' �;43 �. vM4 • �.' . p / --- - - - EXI STING GROUND i C/L € fed +1►C. j 2'ICi j I DENT I CAL POINT ' Av a v .. � o � w wa .-_ p In qCC _. v r C/` 5 C/L NISI 91ItAD �? w , .�- EXISTING SPOLINf1 Cf1, t(j?` b p �'' j "� _/ �� % 00 } 9 F E 70 �! b; `KV )!D ENT I CAL POINT !}( � � V a •- '` [- ��d' _ ; EXISTING GROUND e R/�l Q -- / I n B s \ # i 3 � O 0 ti nl - - O a 1555 4 RT ISN fi�DE a ?£ RI ' \. -- }--EXISTIMG GROUND 0 R/MHT N \ f F,NJSH. GRADE -�6n Rr b a I GNr m hl �C t PROFILE SCALE: HORIZ. 1" - 40' VERT. '1' = 4' 43 44 45 46 47 48 49 50 51 52 53 SIERRA CREST VIEW LOOP ENTRY MONUMENT PER 7 ' o o Q�oO L RNDSCgPE PLANS SEE SHEET NO. 13 �Op � �� ����� I CENTERLINE CURVE n�-1. eN E ---- --------- 7 4 o� v I I t T ; NO. 1 RADIUS ; DELTA LENGTH TANGENT 1 1 r� 4 Z' /�' Ve' / Q1 1 hI J'\�! �l� 44 5 d,�' I� °D 33 34 30 1-30 h `� `n i 2/ 1 34 1 4000.00 1 6.36 '53" 1 461 . 79 1 231 . 15 1 ti 37 38 39 a �, 40 41 42 �'�J� 32 � � � � 43 ��� Q � ti 35 36 � ---- --------- ------------ --------- --------- moz � ' .1 ELEV=61,8 ELEV= 6L0 I��� Q EIEv Si.t G I - ---- - ---------------------- - --------- - --------- - do « ~ DO 56.86 ¢BCPAII3B i '(►/ ,I G� 3Q 4 ELEv<ss0 i r m,� -- 9 I _ \ i LEVz St 4 a �lI 7N51.75 I 0 w ib 4t/! �' e, W = 56.82 `� �, r ELEV-,S'!2 ^ pLEv-S16 63. 1 1 bb.00 N 64. 72 7 �' ELFt. ssy R� ELEY=S6. 61 ,78 u+ r f� 'o 73.52 ECR fLEy-S7,7 ELEV=SG.9 V) � ��, 1 56. 40 56. 40 57. 64 �2 61 .38 bl •2J ® DD 1 O 3 1.o Q Ev p �r i 60. ,� ® R zgaga `� - -_ � �=L-�_� � _ II ® ® - _ 1 - 0 J o - --- �' 9 �` ___ - - _ -- -- ---- - - __- - 6 ti 10 w o= Lu 6`5- D � m s s ,o - ._ - --: - - - _`� - -- - a��b Ao ti 52 1 _. �T 39 43 " � h/h I h 1 c \ s `' h� h m �A h - _ - a �, 58.W / _ w 'm --+ \ 44 D 6 z 6 n.. 3 L Chi -- r �I h NBQ 5 Q o U _ -; _- - a 2 9� . �3 a SY 9 , ` a0h 50 (4� �9� - �- �1 W = a Z o \ �` N GI 3 6 �A ^ a' �' '� , e3.2i os•w x�' 3��.a9 c ►° �'" 46 5"b°?/C Q/ a ?' �� 4 6 ay< M31 �'l a�' ti 49 153 h _ _ fn -'I - "�� 98 I I aWv> Uj C3) � hgS ihh2�� zoo.az �� -- -_ h 47 9 _ a 48 _ ---- f - - - - - - - - - - -- - - _- d. 177.U7 Oijj s Uj mea ��! - - - - (V +_ _ -- - - - - - - - _ - - - - - _ - ------------ - --- h\. _ ------- - - - - - _- - -------- -- - - Qo�ti� - - 159 - - - - ��- - - o -- - - - o - - - - - - -�3 - - - (7 vi - _ O "' g� L=29. 88 _ = �a � 5. � 47. UU 46:0 / _C6 - � oy2 / 64.'0 � 45. 21 4 . 21 � ., 0 6 � � L=4�. �1 i L=45. 14 Ni 6 Z �=Z - - �_ \((/ 4 ,. �1 39. 1L L=45. 21 Y L=45, 1 L=45. 23 L=4�. 1� j EA'TRY /116NUMENT 75*� m, m < I p� SEE ST Rm DCPA/N PER NOSCAPE PLANS Z*39. - 6 6 e C -, �` \ SEC STOIPAt DRAIN _ I y c Z z h q�l �r Q 0 4 _ 31f oe 7 1g 6.0 R. r- 0 0 Z N ' s "s PLANS P.M 4192 5.85 s � PLANS PM 9192 L aD5CAPE <' NZ Eco '� 4 �cR moo . 3 s 333 35 36 37 38 39 40 41 ' 9 10 P6 ��27 28 29 30 a 31 -� 32 3 0 6 �' b (�� MI BLAND APE E;.s �4 p ADD STREEt TREES 10&/m 14 ' LANOSOAP Q `a o, m Qk .30 , 41 % oI �0` 4. DESCRIPTION OF REVISION DATE APPR. h ' 15� V\1�ati EASE/MEN �O EASErn Nr O /e 2 Q' CI7 Y SEE G REENBEt T I I I \� � �} �' i Z . _-_ \ i$ CITY OF RANCHO CUCAMONGA ~ o SI DEWAL4t PLANS �b N 7 T L I oW:LLQ¢ .00 �j vl��091T aDo ��� 0@0 SEE SHEET NO. 16 �c ��� SEE SHEET NO. 4 a ROCHESTER AVENUE PLAN AND PROFILE a NETHERLANDS VIEW LOOP W FOR TRACT BOUNDARY CONSTRUCTION NOTES: J¢JNJW VINTAGE DRIVE 4' AC OVER 4" CAB PER TYPICAL SECTION _ ==y= CUF�E-� Cl_1F�VE DA_17 ICN W o` (SEE SHEET 2) WW��W P M 9192 W W�f=� _ m 3 8' CURB AND GUTTER PER STD. DWG. NO. 303 +----+---------+------------+---------+---------+ ROf SSIO z �h=<y�o s ' _ND_' RADIUS ; DELTA LENGTH_ ; -TANGENT _; �� � yoo=Wo¢ � o 4 4' PCC SIDEWALK PER STD. DWG. N0. 310 4C 311 ___________ �4c� q�F a W ; ---- --------- - y APPROVED BY DATE Wo=a 5 SPANDREL AND GUTTER PER STD. DWG. NO. 308 96 25.00 90.Ofi 'i)0" ;9. 27 ; 25. 00 ; W JLLN ¢03 W _ ROBERT P. KI Z CITY ENGINEER p _ R.C.E. 22397 Oxy ¢¢Jo is W a=W a= 6 SIDEWALK RAMP PER STD. DWG. NO. 310 - - - =o W ; 99 ; 35.00 ; 90'UO '00" ; 54. 98 ; �5. 00 ; _ cc __¢� z ; 02 2`. 00 84.41 11 " ; 36. 95 22. 76 1 C04134 DESIGN - _ _ RECOMMENDED >__ 7 STREET NAME SIGN PER STD. DWG. NO. 40'2 VI TDRIVE 1 `J - _ 103 ; 25. 00 94'05 '30" 41 . 06 26.85 RJS =__ _ -_ _ ¢Y u Z oN=ao= � 9 MEANDERING SIDEWALK PER STD. DWG. NO. 304 ' - r 459. 37 ; 229.94 1 * EXPIRES __ = _ = consultants, inc. W s 3 0= a Q 7q STREET TREE ® CALIFORNIA SYCAMORE -/S&^C. « 15. � ,9, 9. 0 J 6 �b •5 3" ¢ a : STREET LIGHT (5800 LUMEN H,P.S.V.) : 159 ; 4021 .00 ; 1 • 18 '04" 91 . 31 ; 45.66 ' DRAWN 1355 E. Cooley Drive.Colton, California 92321 SHEET ~ U w Q® ALEP/0 PINE - �S6^L 1 CIVIL (714) 825-2127 o STREET LIGHT (9500 LUMEN H.P.S.V.) ; 160 4021 . 00 ; 4.05 ' 30" ; 287. 15 ; 143.64 1 ,, ���! LM-SAS 9 OF ;lam _ = o N W a CRAPE MYRTLE =y /sox OF CA0 s c =U� ► _ .. +----+---------+------------+---------+---------+ =U 40 0 10 80 8 SIGN Ri `o' - lL 1�.C.E. NO.GQtf34/ _o=f 1 = 40 _ - SPECIAL CROSS-GUTTER PER STD. DWG. 309 PER raEE cavvsz tvo7><s, sNT. 1 CHECKED E( KE U - -- - - DRAWING N O. v yQf�o� scale feet DATE .3,' .k 7 FILE NO. Z I S i - DRAWING NO. /O - - - CONTROL NO. /o>f 1o>r �,✓ OVERLAY NO. /op 1od W Br DATE Br DATE B, DATE Release Date 3 4J/81 "?411 - 3 . �i BENCH MARK: NO. 140 CURB - !3 4 r rRANs. ROUND HEAD NAIL ON BRIDGE WALKWAY • b a W '1i 28.94 : -�^ &/ 107 Lr 4+ 3�' ; +� . x n ti� E>IIS IN$ 6.ItoUND Rlii b O e•ro� V 6.5' WEST OF EAST END OF BRIDGE OVER �< 4 h �! �► cvRe m b ° g DAY FLOOD CONTROL CHANNEL, SOUTH SIDE 9 - /7- EItISIlI*# BOUND 0 Riv p ,� ti OF HIGHLAND AVENUE. q a H s.� o a o '� e ' ELEV. = 1485.617 / t, • 0 � � SCNODI. ORlVEW�lY ./ !� < ` �• `2 _ O q � I I Z1r15 N ��� 7 R74P7Y0✓t/ yVS 7i q7 # 7 : a C - _ j ' ref X C l E i ai0000 1\ GO V C. tip � I D (CAL POINT p �� f >iF IDE DAT I OAL POINT l b b -.`^�' ApE Z l 71 /B8_� i ^ . \ Q bX ISTit�6 GRI1N6 ! Rfil "9 a t►�Qy, �i v `t a n ,� W b u �s � a h 1 � / _ 4 __.. �_. h ._ Y 4 -.... .z ° . .... ..... . ►� Ica n + do✓1 = 83.34 /' $ i � .. /- Vl .� . �! ? oEj you >100*0 �.rp � g 4Atp EXISTING GPO 4D � Ci/L �. ` � 0 o Q t 6 i i` •� h n g b /� / L till x �A` ^ elln ►; O N iEAiTIGAL 3 �0 1 { v' q h Q \. \ v X .1 �- . k a` o O I NT X t 1-f � � � < i IN t n n 1 q H W IDENTICAL POINT EXIST}NG GROUND 7 >;/� l; i'' F1N1S 1 O 60 . Y.C. PVI T7.26 'n� Q EXISTING SROUND ! R/MPJ. 1-\t �� ki / 8 U R M *. Q w PVI=73.50 � � � � . _� F1f BiNtI. Rfl ND 8 t � t i , : �"-1500 C - Z �' i a 5 !• 1�a c - �- _. r _ _ n _ _ h ' ti n 0 _ NI • g L=dd57' 4 8FN � � '�� ` pp IZ Q i 3<47l, p v �'1 =30. o►: -�3 I n RAs rb �h �b ni a _ b 4 \� ✓ \ / 1-:,34 171 ' c i • i 2/B' B" ro G'" N n 3 CURB '[�• a B"ro G` P✓./ - ��a7 U 0 \ ry 1 URB , R�Rr ap N pP I N CU�PB r1 r,P� 4 o q h I I f L= I?T Dd' ✓./�V n 11-! o M o. ; ala «* « _ 1 ti O 1 p } Pill= 73.71 w >4 o r` o 1r1 * TRANS ti '( I TRANS. `� e v p n r4 GR � _ _ tS.DB y : / � ��� �� b'� V � � y° � '�#;� t / a 1 • ¢ 1 i k 4,14 1 O , 1. � � 5 ti � l � � ( to f vb .. w. . .... ._. res* - P r ' T �� -RT- .__.-....� � � `. � . Q �s� ^ ;` '� �a'+ ��� � � �� 4.53' s •h 1 �I \ 10EMICL POINT �°u b t "ti 0 1 f 3y6 j } IIDENT L OI a Oi a0 0 *D' 1 1 CIA �iT V l { p �. E IN I Sli F/ 1 6TTEi). =d.31 7H FINISH 6IpADE 7 F/L x-GUTTERki 30 5 1 # til n �5 N ( ® 'A EXISTING AROUND 01 R/lil p'lo�° M fi 3 f fft � A i < LE PROFILE SCALE: € HORIZ, 1 ' = 40' VE t js 4 O 10 11 12 13 14 /• 15 16 17 18 19 20 /Nr /71-2.5. 77 S/ERRA CAST 0EW ZOOO Z- � J� /2+ 3l.Sl /Y1T BAKE,P �OU.PT QaC�� [r l00LANDSCAPE o EASEME/Yr �jk/V h I ` LINE (SLOPE �1� /B 7. END BACKBONE CONSTRUCTION QVI oti h 111 CONSTRUCTION NOTES: G 3z• �,, l CARYN ELEMENTARY SCHOOL Q/�P �, �- � 121 � 1 �� ;�f'0 4 _ _ �W _ \ 1• '•�.; h Q•I 0 Z \,�x Ql 49 AC OVER 4" CAB PER TYPICAL SECTION Bio / DWG.306 �0 122 _ - - - - •4 _ S (SEE SHEET ? STD. - -- -- - -- ---- _N74.03'06.11 L °_ �� Sl \� OJQ 3Av � 1-Y ��Op r 0 ' S6.s7 3 8 CURB AND GUTTER PER STD. DWG. NO. 303 o m W ' ,� ti0 x0 _ -- - - - - -� 17 a E 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 & 311 - tea - _ UA J �' ��'V �! N69.20'56'E �` 1 Z' - - 3� 2 - b F C 5 SPANDREL AND GUTTER PER STD. DWG. NO. 308 -- 16 - Oi 5 = 9 iii d 0 1 p� S3 P =15 - 3 Hoo 0 00•E -0 �F 1 9 6 SIDEWALK RAMP PER STD. DWG. NO. 310 3 = moo i3, / b ,a ,� � � 33.72 m , - --- _ _ ------ - oh'oa�, � Q sem N = �a h' x ^ pa, pC SEE STOR/n PRA/N •.c ,3-�� 95 3 -� 9 Z o= °h \0 .'�"'h PL�Ns Rot � '.�, 98 Fg 9b°��� 127 ,.E �,, 5 w '• 7 STREET NAME SIGN PER STD. DWG. NO. 402 ' 8 \ Z a N a a O .Q7rC 0 a�0 a �\, o �, �� P � N . . �, �� � _ _ Egg W W � ^ d '\i 0 0 Q h - v w Q� .� � LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE A,B,C) W j o = l""J 76.80 �- `�\0 �, ^ Q � R' �� q `. / �N� --�-_�! �j0 h f a STREET LIGHT (5800 LUMEN H.P.S.V.) 0.4 Z ? i n > r� ��, M _9 LF _ br`�� b9. 5ti 'C i2f7P' I 7 !� SIGN R1 a Z mQ t"r� J DO -P © �; OA• � R V W °_ > roR/►1 DRA/K J� .� \ � 3 r 0' ^ U►'" °' ��� ����23 6 B.C.R /O* T,T.• 23 8$�c M DRAIN PLANS 37 ,3 4 �• o F• 120 �\ CATCH BASIN (SEE STORM LL o tEE s / h' 0 p � � 4, J P.M. 9192 FOR DETAILS 0 ac a WINS P.rc 9192 / 09• 2 4 x N97.29 00'M i 2e Nair.. . 21 ELEV-/0.0 ��' *, �� ) W LL1 m< / 365 F[ X 17.26 .�1 �5 \ ^� to ( LANDSCAPE ��/� 3� 12 �� / Q 79 STREET TREE ® RED Gum - IS-6AL. IV i _ O // �, yey i� iZ" _ W cc_ 20 'J �? I EASEMENT 47 ' \ ��'� �8b2 3b• / Ci PER TREE LOHST. /VO1L5, 5/ft1. OC i z m O �-�`7a v '�pe.L 1 - \ . • 0 �O 10,"t,' / r j '' �' - O Wog / 9 ��w 1 \ + , ; 0 30 LINE (SL / I o�4 �\ 6 ♦♦' _ = Ow // r. ti n w s �, r �'-,n 3 \ U 1 ,L= � !� ti �,'t V / b ")\ 3 Z' �v�♦ ADDED 18" RCP FROM SCHWA. SITE W w o u 7Q. 2 TC. ..p r)L,°� �_- _ �� Q r �•U� v� �j b �` N 7 •0 3'0 6'i) ♦ [3 V ENTEC CCNSULTII YlS LYC 3/Z/9! i 0 N LL /// TQos�f \> =^o� �- - _ 123 p a�� 18 b� '4 \ � -� ,4.61 x`° ` � 3. r. ♦ 10 I" o o =In /// 8`Gf \ 1 Q m - _ �!L - T 7 5 \� ��O 27_ Q ADD SCHOOL SITE OIZIVEW/!Y APP204CN JI -It-09 �' 6 0<1 Uz3a v t L '19' i qg• 1 I END BACKBONE CONSTRUCTION' 23 �' 1� ADD STPEET TREES END BACKBONE CONSTRUCTIOK /B �' 31 4 \ ♦/327 0' LANDSCAPE - --- 4 ' 7 CIT Y / / k /6.o ti ,T� �c.R�'o� le =�'1 �• 4 EASEME�I/r 1Jr 5' e ` ro DESCRIPTION OF REVISION DATE APPR. 25 2- oomz-z •, t �••. '• .),Ic � LINE (SLOPE) � � 46 ♦ -.... - _ ._.. _ - _. _ _. _ ..- _ -. _. _ _. .--.. .. -- IDj� '� ■� - 1� �` C .P /o>`.3G.// 25 ELEV= ea.s /B' r8 o p0♦I S` 1 �o�, m b;oF p ,gx,. �5 CITY OF RANCHO CUCAMONGA moire- // I / \0 � 14 �END BACKBONE CONSTRUCTION 4 ♦♦ PLAN AND PROFILE o=� o o FOR W W SEE SHEET NO. 8 s� VD angv 0@0cc a¢J VINTAGE DRIVE SHERMAN � MT. WAVERLY , 40 0 40 80 MT. BAKER IFRRA RAST VIEW LOOP = =` =y= URH UFtVE COURT-K w `' COURT 1 _ 40 scale feet LJ - CU�WE .-_DAs.q ,� COURT _ � y�f=�=_ (FUTURE) FUTURE (FUTURE) ---- --------- ------------ --------- --------- W P.M. N=_"¢ ' NO ' RADIUS 1 DELTA I LENGTH 1 TANGENT I - SIERRACRESTVIEW LOOP q� i-N0� --RAD I US- ----DELTA i--LENGTH TANGENT - y=o CENTEFZL_ I NE CURVE DATA �OQRO N F SS �o W - _ . - _- -.- ._ --- - - -- .. - APPROVED BY DATE W 1 iii!1!!!!!!!!!1!!!!!!!!!!!!1 i!!!!!!!!1!!!!!!!!!1 �L� I I 1 • • 1 7 1 1 •'J��CJCr''•""M- W 3 V w/ 1 17 I 20.00 1 82 54 '46 I 28.94 I 17.67 1 ' 120 1 Zee.oO 1 41.50 14• : 210.30 1 11o.oe 1 ---- --------- ------------ --------- --------- h CITY ENGINEER R.C.E. 22397 ; 1 18 1 20.00 1 80.30' 14' 1 0 1 3 1 _- _ _-. 1 121 1 288.00 1 9'51 '41• 1 44.54 1 22.32 1 1 NO. 1 RADIUS 1 DEL TA- 1 LENGTH 1 TANGENT 1 ROBERT P. KIN 1 ' 82'S9 44' 7 ' R�C �I 28 1 16 9 i=�¢o z 9 1 20.00 1 1 28.4 1 17.69 I DESIGN S6c60`� .NDE D W r-+ 1 , 1 . ■ 1 xx=s 1 zo.=x.xxx 1 xxaaaaaaa-xa 1 zaa==Cees I zcaa===sc 1 - =- - - b == -W¢ 1122 1 318.00 1 21 39'04 1 120. 17 1 60.91 i 1 1 1 ■ 1 1 1 RJS - _- - = or 20 1 20. 00 1 42 11 ' 19 1 32. 18 1 20.76 1 _ 3E 11122 ' 35 225.00 1 1 1 1 - _- c = - 1123 1 207.00 1 50.54 '03• 1 183.90 1 98.51 I 31 14 '09 122.66 62.90 21 20.00 88 41 '47 30.96 19.55 -=a = = consultants, Inc. G E 1 1 1 ■ 1 1 1 36 1 225.00 1 24.10 '04' 94.91 1 48. 17 1 � 1 1 1 1 124 1 243.00 1 19 S4 'T7 94.43 1 42.65 i y �d 1 1 1 •2 ■ 1 1 1 x 1 1 I . ■ 1 1 1 C/1PIRES 1 1 1 L 1 1 1 0 0 0`o=;� Ir �,! � 1 125 1 243.00 1 15048'49m 1 67.07 1 33.75 i 1 37 1 300.00 1 21 39 '04 1 113. 36 1 57.37 1 1 22 1 20.00 � 99� 5'38� � 34. 71 � 23.59 � DRAWN 1355 E. Cooley give•Colton, CalifoTnie 9232♦ SHELI a= a 1 1 38 1 270.00 1 15.56'54' 1 75. 15 1 37.82 1 714) 825-2127 z y= CIVIL `! 1 23 1 20.00 1 126 42 '49 1 44.23 1 39.86 1 LM-SAS 0 0 �_s W 1 126 1 282.00 1 21 39'04 1 106.S6 1 53.92 1 1 1 = 1 ■ 1 1 �1 99 2 ,.00 84 58 '3b 37.08 22.90 i 10 OF ¢ _" ' 127 1 252.00 1 6'31 ' 17' 1 26.68 1 14.36 1 1 39 1 270.00 1 58.36'48' 1 276.21 1 151 .Sb 1 'Of AL1Ep� - W D„",4=O= ' 1 100 1 25.00 1 92.29 '57' 1 ' ' CL_ " o o 1 128 1 252. 00 1 55029'050 1 244.03 1 132.54 1 1 51 1 225.00 1 55.24' 13' 1 217.S7 1 1 18. 14 1 , 40.36 1 26. 11 1 CHECKED /Z----r Gof/S4/ DFtA NO. --------------- f---------F---------- 1 1 1 1 1 / ------------ 1 1 1 1 1 '----'---------'------------' ---------'---------' DATE 3/1//v- 7 FILE NO. 1 2 DRAWING NO. CONTROL NO. lo+ 10� ✓ OVERLAY NO. log tot W 8, DATE Br DATE IBr ,DAH Release Date J ,314187 f7/ON u L= 2�960 'A2 �o-1 L2�P7%O/V 200 VL- 22R 200'VC L=3055' L:30 $5' L: 32G1d L 2d.2/' �1�/ = US. 74! S/'�,'B7 i L°2? 9D' L• 3/42' L:3/49 VARY CURS N��IN = �berio�v aoo' C. g.•ro V a-ro BENCH MARK: NO. 140 L= 3T.33` 450 y ,ov/ _ ,�. 3o b ro B"ro G ,cp ,5 �L�B w , B m y el"'n, (" q.ygy, rC 6RR6E C Cv�te crie® >, ROUND MEAD NAIL ON BRIDGE WALKWAY B 2787 B"" ro �" Cl�PB' L�pg; rU,p$ v v ti v v TRANS. r'eANS ti 1 O 6.5' WEST OF EAST END OF BRIDGE OVER CU�PB rRAMS mAN�s r.P,4N. w rvPANS �: " ►� ro ti v I I 1 DAY FLOOD CONTROL CHANNEL SOUTH SIDE k s M I ►� t Qi a 1 f / h \, b O 1 b t\ OF HIGHLAND AVENUE. F �! el} h 1n V b 'a ELEV. = 1485.617 1tw a _� g , - - -- f � V• h � `h � ti \ y /25/88 b }} C \ \ *s 4 V <i \ +t I N 3 GRADE 3 U b O N / Nif �, V a� W - ti • .. _ n a� V V . \ 0 � I DENT CAL WD I NST v ►� . b * � b ba \ Vo 4 b. 0 4 EXISTING 61 OUIID f RIM N v r'\� \ < b _ p ;�i h b U ," � N V �' 56 0.5 6 X N Q Q eb ►n , 4 '14 c; M ti V \ i N ti Ci "� �'' ° ° ► ~EXISTIN GROUND ! R/!t f 0 , r F � 1.9� /o ?,19 _ _ N ti i V g M U 1 f ILII SM L�RADE T_ LEFT . Q + ►p 18• p.5 sTk ll - _ o. 7F q ti } Q % 5.22 a;,' + 0.55 ;� . 0. 5.5 /• 1 �._. �` FJNIPH GRADE F/L S h a D.63� 1. �.� X-GUTTER viv, FINISH GOAD 3 :F/t, v � v � .• v �' f X-6U T Tf R 1l rQa/{i A?v rn 1t i . PINI GIRADE a F/I. asl% ti �o.sl�• to Cd b '�i Pw/ _ /Gl.2.9 1, ljyg• Q v IV X-fUT ER �� ty V ' frbt k ti °2,19 g c00 Ke \ O , { m ti 1 ;� ?2Q eNSy n 0 } C ._. P!%/ =/3.22 L_ �, _.F. V + 0 0 .p i --� - Et p o p Q DC7 ST INt3 GRDUFFD r1 C. -, IS 0 ►: ti O bW O 0 I 0 v IDENT ICA Pbm !� • k y a 0 \ 1 pp `�' y, ; �-•+. �l.� ti V nf? "� O\ '�}� b y�1 ' I Mj 0� 'n l ti h U A�► � �� w ti \ �► h a w ti v IDt I ST I NCS Ii"40 I CSL •f ^� f \ ON vR * V4\ �F . �{ � CLL. . .__.. 4� W ��* 4 ` N , i < ` r 5� - o , \ o �. P O 05 74 �f h m ; 0 a _` IDENTIC4 POINT F �. o -01F- 620 ... ...__. . _ � /O�/ 2�? Yom:._.... _...W. __ .,..._.__M, ....__. __..„__ .._.. _ .___..._,_,, ..�... .m. ... _..._... ..._ . . .»_w_,:_.. .. _._ , . ,....-_. :_.._.... ..•.,.. _...._.._M._. .:m..._w...._,.,,....:.:......,,. ........ ,..: . � � � -,-• ..-, �� 7 -- - - E ` * �. M _. .` W , o w/ - n► a 1 i�xrsrrks isRobxa t ttrA` Ilk , ' i � � y ti N `� h U ` �� �IXIstINi sauxD ! RIM + �h � h bti j o iON I'llilill ill 11111111 1 FINISH `ER RIG Arzv > a Q 0 \ _ v CURB I 'ARV CW B I . t FAC E To FAc E TG l + O ,J� �• j d7AlNT�t/N MAINTRJN I / ( / 0.4 6 f1 GRAOE O,q%F.C. GRROf ( `'� S ALE- PRo�riE c F F // H 0 RI Z. 1' 0' , , 39.y3' 3557' [ 1 20 21 22 23 24 25 26 27 28 29 CIE.fVTEF;C _ I NE CL.tIF IE_. I��-1 A ---- --------- ------------ --------- --------- 1 NO. ! RADIUS DELTA 1 LENGTH TANGENT 1 HILLTOP COURT MT BALDY PLACE -36.48 6151. • WOODLAND COURT ; _- �_;- cc 39 F 270.00 58 36 '48 276. 21 1 151 .56 1 VDT��gv 0@0 fl@P��3 (FUTURE) SEE SHEET NO. 13 (FUTURE) Qp(�� (�00 �0�3��g �., " 1 END BACKBONE CONSTRUCTION 40 270.00 b 17 '55 29.68 14.86 Lu � 1 41 1 840.00 1 4' 17 '28" 1 62.91 1 31 . 47 ; 0 " ' 173. 34 86.98 ' (.� 23 s LANDSCAPE ON ? 42 840.00 11 44 '23 , N EASEMENT N o 7 O 1 43 1 840.00 1 3'36'53" 1 ' 24 m I7,6 ' m 1 a 7 o / 1 44 1 280.00 1 62.26 ' 14" 1 305. 13 1 169. 70 1 r o LINE ELEV to 4"' w840.00 19 43 '44 89.24 146.07W EMD BACKBON CONSTRUCTION N , _s. _ ,- 1 3 0 N to �t�. � t. _ L 4 NDSc A PE © 6 _ w1 53 1 1 2. Z J op z N N h _►�` V �' V �V v��, + EASEMENT C 1 1 1 1 1 1 7 25 * ��W ZiF N N W fv� 4 �� b�tin �s� ,� 4 LfNE E[EV=/�� 7 - _ A' _ ----CUF2S _CURVE.__DATA------- � 27 _ 'V = END KBONE TIO p N b `i P V /0+37/6 aQ �� h' �' B.C.R. /0�37/A ti _ \"'' c� v f m o= 3 LANDSCAPE ,' C(' c ECR a 3.0 1 s ECR. /0�4/A�9 T V b b t----+---------♦------------+---------t---------+ 9 _ 1 7 ^ 26 h'/� ;r, _ .56 NO. ! RADIUS 1 DELTA 1 LENGTH 1 TANGENT 1 -w 3 EASEMENT �, \ o. /O� ,r, I, I I �. io°w°v' • M �► LINE ~ \ a B.C.Rc .,,• - I c r` -- -79 3333 ]2 `"; C-_,P. / r 97 . c'' ^ � z LL = _ Q 7.0 ELEy: �� � .•. �,.T 8 �F --f � o � � 6333-- ,, � ]1 / �' tet, , � � ti _ : 1 13 1 298. 00 56 1 1 '38 � 292. 27 � 159. 10 to 3 <> o \ B Q fLEv:I�yy,o C.R. 3 s 6? . 1 ' • • 21. 17 1 10.59 ' . G f3B• 1 Yo _ 13 3 ii5 h $ o' 4 6 V G 1 14 858.00 1 24 'S0 `E ]4 .? z 53 F /D98. 06 1 49.08 1 O = z a. ti �• ,I �� 4 ! 3 _ c s s �� 24 \ Ih. /�. �. - 9 T �"' 1 15 858. 00 6032 '540 Z 5 °5 a LRNDSCR PE r; 1 tJ h 6�5. _ _ `t iia T - r i _-----,-- < (' S b3, q Ze F. END BACKBONE CONSTRUCTION ! 118 ' 858.00 ' 1.48'38' 17. 11 13.56 ' Q a Naw EASEMENT n„ �S h t 3 •` '+� 23 ` 6 T `J .:� 04 0 LANDSCAPE EASEMENT Lf iF (/} w CO a UNE EC Et/-?0.4 v` 3 C c m� -� ryj c. f �' G' 02 6 1?i �` �' f 1 19 288. 00 0050 '280 4.23 2. 1 1 _ = OL a /, w 6 b f° ' 120 288.00 41 '50 ' 14' 210.30 110.08 ' °= 10 \` - cv �+ 6. -� Y f' 22 \<\ 3 Gd 4 27 / q5• 6 c 43 pB'yb b� 310 p/ 128 252.00 55 29 'OS 244.03 132.54 822.00 19 43 '44 283.04 14 94 Z zzF� Y f 9 4 ;,✓ 5 0 3 -� • i �, 39+� �'`" / p ` C � Q 11129 i i • ' ; i 2. i = a z o % o � 16 ��3 ,� 2� - 4.75 6 3 s _ - - 27 6 (� 10 '3 i A 0'/ 2 2 U o=> �; >T - 18 E _- 7, L=59. 42 --_ !Sg h F 130 262.00 50 52 '00 .32.60 14.59 C.R. /at0! /;9 d 1 N80•51 37 - - _ L- ,9. r� \ L'S - c' �v �? g Q r e.�` � a/ -----4---------t------------+---------+---------+ W m d ` E ,� Si �G °p _ _ bb•5�� _O _ - � �. L„ �8 1 d / N Z �� ,TS '� b H s �a.31 p4 - �'� - o �: `�`�i 'I - O 78 -' 9` 1 X7,5' � zozm � ., w• l� q 0 i -_ � - - o %. ,N y. v / .:I 4 - 41 - - < w w z = LL' g ` ��, v 128 _ 61 .26 _ -- oo �' "`��; i W I \s\� *� - -�\�` J8 '` 7At w 4. _ _ _ ti / c 4 _ _ _ O �m N W W o o y ix� b, �: 6 _ bi .26 - - \ �� : I o ti o'er - _ - 58. Q Z m < J 7�� �1,, t 8;21 0 - c �'-p i o .� I o `c Fi 0 1 / Z O �,LL 7T \ �'0 / 2767 - �� O O N _ C - ,58 x. 05 II cn REVISE 5/DEWALK GRA>)ES ADJ. TO TR. 13556 o o z'^ L� - `9 O o4 np ` 38 / p 5T R� ,_ �` - 04 90 Q 2 ENTEC cemcuLTANrs a y"y�; z 1306 , V N 37 C �� �L Q Wmrx5 / O P - - L r48. /C,l,1 1 ADD STQEET TQEES 39 ���� N V �oG SEE GRE EN BFT tr 6 0 P P _ �`' 1G Z - o t~y 35 36 �,� SIDEWALK PLAN 0 5 r�T a 45 - -a } O 34 3 �� 4 �' DESCRIPTION OF REVISION DATE Cll Y mWo= '32 �� 33�' �, hg3�p :3 1 .� ' W APPR. ` A. `� �� << �r 2 4 '� '� `� CITY OF RANCHO CUCAMONGA = ` `� 4 3N �� b �' LQ wo _41o��� � "' c� PLAN AND PROFILE • a (FUTURE) FOR Woo=W vn��91T m@0 fl@�3�3�3 o �QaC�� LKJ ���� o A� I U ...o¢Jm2A TIT. BAKER COURT �P� SIERRA CREST VIEW LOOP >i`K "1 =o=¢a¢= ! CONSTRUCTION NOTES: y cures cUFzvE DATA � _ - _ _ SIERRA CREST VIEW LOOP 40 0 40 80 P.M. 9192 ---333333 33-3333-- ��._ 40' LL 0 4' AC OVER 4" CAB PER TYPICAL SECTION � 3333 ---3333-- ------3333-- =o=Wo�U o ~ 1 NO. '. RADIUS 1 DELTA 1 LENGTH 1 TANGENT 1 IFESS z a s of = (SEE SHEET 2) g 33 33=6663' ' - ' - _-_.. ONq� APPROVED BY DATE IoW aW � --__'---------'6666_-- scale. feet OQ�� � � a 3 Of CURB AND GUTTER PER STD. DWG. NO. 30c3 9 20.00 122• 11 .48' ' 42.65 36. 23 �� �y CITY ENGINEER - R.C.E. 12397 Z 4 4• PCC SIDEWALK PER STD. DWG. NO. 310 h 311 1 10 20.00 1 71 .29'33' 1 24.96 1 14. 40 1 C ___� 1 I 1 1 20.00 1 80.49'24" 1 28. 21 1 17.03 1 ROBERT P. KIN �, DESIGN _ __ _ REC�MM NUEU _. E¢ 5 SPANDREL AND GUTTER PER STD. DWG. NO. 30f1 y ; RJS -_- _ __ p�,bs. t- 1 12 1 20.00 1 94.10'49" 1 32.88 1 21 .52 1 'C =_ _ consultants, inc. E T• i SIDEWALK RAMP PER STD. DWG. NO. 310 13 1 20.40 1 87.31 ' 10" 1 30.55 1 19. 15 1 SHEE1 DRAWN 1355 E. Cooley Drive.Colton, California 92324 7 STREET NAME SIGN PER STD. DWG. NO. 402 1 " 31. 42 1 20.00 1 * EXPIRES 9/ 00O o=3 14 20.00 90 00 '00 c>>4) s2s-2127 ° Ir 1 15 1 20.00 1 65.36 '35" 1 22.90 1 12.89 1 000 LUMEN P F a STREET LIGHT 5000 LU E H. .S.V. 0 /Z oo _ ( ) CIVIL LM-SAS a o¢ 1 16 1 20.00 1 107.34 '49" 1 37.55 ; 27.32 1 W oWd=o=� Q 79 STRE£T TREE REO sum - /rG,�L, lE � CHECKED /� -- � R.C.E. NO.GD�/,14/ DRAWING NO. U r =- O � a `z o PER TREE CONSL .VOTES, SNT. 1 __ _________ OF CpL1F� DATE 3i9;'fl7 FILE NO. i DRAWING NO, 3 V1- Q V- ! CONTROL NO. 1/o 210 W 1 OVERLAY NO. /10 A w 8, DATE By DATE By _OTE Release Date A>0107YAI 2iX- BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, - 49V � 29.>� 7lbM,PlhM tf -?at. 6.5 WEST OF EAST END OF BRIDGE OVER 7 1 1 * +� } Q h 590 �� _ CHANNEL, SOUTH SIDE � �r _ � F�>r _ _ � 8 � ro G• mai � T9- � , - �' d-� : : : : , � V � 3G�?S" �.. DAY FLOOD CONTROL L 8/17/B7-� �' p STtN • c�,Pe �i cuQg ca,Qe OF HIGHLAND AVENUE. 9 R 9 -!7 - 81 I o . `: ` t= add' x= 4< 97' I RO�� 0 4 fRRN3. w b rpan�s ^ �xrsrf T 8 W U q reAvs ELEV. = 1485.617 b 'sty a ///9/�1 -• � 0 � \ . , � Q"tvG' d'ro G '• � �� � ��M . � � 1` N � �` � �° ►�. : _ � �1YD t � � � : � � : : : : : : ; 1 EXI�TIitB �RD�lND ! AIM jHjSk �: N rR1oNS` 1X/JNS NIS lh b p K I dENf I CAL 44 p T �;; 0` h o +; f ib of V V v i f owf C 6 _. _ v wl t Z W -53 v m t6 N") V p I6ENtICAL ' DIIur �I i \y Q V �/sa1 a .` FINISH ISMADl= 3 IF/ _ 1� 8 ,Q F O 4 v h V r , � 0 2iL _ �'v od • 0 0 �' �; X-BUTTER }} ' 590 C f v Fa-t h yyt- m h t` U fi ti N 'n I 0 ' srnVO " `u y?� `� h h h h i ►N � N AGR y, _� tip O tU `-I 611'l � N © �h � 1 '� C� ^ `an O V '�-... N 15k F*1 Wt4l)E 4 TC LEFT E i FI� 4H ARA>lE 1i C/L E�(IST. ING (�t0�d0 ? C`,/L o � � � V �' G , b � o N� 79. 4� 1 a Q, 0 �, lh h t''S m o � ►� o ,� o� , E . .. _.. . ..._ _.._ w.... ... _.. ..._._... _.. _. a ..._. _. ._.... ..q _.... ,_ 560 1T Pill = 03 7d a I ` �► o I DtwW l PAINT < a R �>pno�v 2a�' c� � , h N h h m 1 3i 1 ry O. v Vt LSV/ 79.GG I 0 �} Tt�,s k L=2B B/' M th ►� ^� \ �� •�' ' 4.3147. : ttu O i • � Mp Nn o � X b 0 I 44.23 N / �% - , f Gt/RB yy. G=341.24' I SEiNB ►` �a,PB v F tj I m w 0 I �� V SPANS V /' TO �o' �D h1 �; caeB R/fir tt�� � 4 4211/r,'� T/PAJt /7 NfSk �'� ak rRi�NS '� i p � \ 3t ���� ' en v 7 EXISTING GROU4 !' 8,t oo p y �� M h R�RtJON 2Gb't!C. ^mos y b h m 4 e � Q ft � G 0 .._...., o 1 � FIAT v TLS RI`GlffRT % 14123 I v m g °o ` `� U �► e ' A q q b y a I DENT CAl RIS INt W h. ^ HENT 1 CAJ POINT { I ; �g ,, -yy9e,,, - ►. 0 g O N F141S fi MDE / h N \ 1-•9UTTER FIN: 141 dRADIE 1 F11 � - 7s � � �' b I : �iNISF}E6F�ADE 2 f/L � y�y. `33 � � � b i I �' h b X-GUTTER S + -9077 �h 0 h A ^ X k m 0 b 0J'-Z3/ s ` PROFILESCALE: © , .� _ . 1 40 _ i .�'TC` �. � � RI GATT- - 1 / VERT. �1' 4' i 30 31 32 33 34 35 36 37 38 39 40 CENTERL Z NE CURVE DATA CLJF?S CURVE DATA I 40 0 40 80 _ T Scale NO. . RADIUS DELTA LENGTH TANGENT V[��agv m@0 feet 1MD. C RADIUS DELTA 1LENGTH TANGENT :_ !=s= s== ; `______{-= 1 : --=_-_= :LANDSCAPE 1 I END BACKBONE CONSTRUCTION ' 45 280.00 7.41'08' : 37.56 18.81 3 20.00 'z 82'23'46' 28.76 17.51 EASEMENT 1 : 46 : 300.00 : 35.48'47• 1 197.52 96.94 1 2 4 : 20.00 99'49'44• : 34.85 3.76 E 47 1 1200.00 1 7.05.56. 1 148.68 : 74.43 1 V +' LINE Q` b' /B ie : 5 : 20.00 : 83.04'11' I 29.00 : 17.72% : • / + _ _ ` /_ /c, : 54 : 290.00 1 70.07'22• : 342.69 : 196.51 1 6 20.00 : 100'00'26' : 34.91 : 23.84 1 " w 'L - 52 f' 4 ------------ --------- --------- . END BACKBONE CONSTRUCTION 40 - ____ _________ 7 20 00 00.10'24• 34 97 23 9 29 h _ _ m (� + 6 b� a LANDSCAPE i 8 20.00 . 172.53'25• , 25.44 , 14.77 \ \ 5 �2� ®� -L=136.29-dC.,P is, �jl eD!1 a �� b` EASEMEAIT LINE 23 20.00 126'42'49" 44.23 39.86 ,t ELEv.�S : �, $ 57 /� : 24 : 20.00 : 83.52'28" 29.28 : 17.97 23 c, _ ZZ 6 38 �, 25 20.00 82'32'56" 28.81 17.55 , t ,e' ie : 26 : 20.00 : 98.11 57• I 34.28 : 23.09 a �� v� ► 27 : 20.00 89'50'35' 31.36 : 19.95 s i � LL 3g 1Z I 8/ 46 Tc_ 6 �'� Ec h END BACKBONE CONSTRUCTION : 26 20.00 : 90'09 25• : 31.47 : 20.05 w 0 /'` + Ij >< M v' by - � R /Sf77� I :Ill : 1182.00 7.05 56• 146.45 : 73.32 m i /S�, �O� ,� ` ! --t-- s4 �q. 'r •` 6 IS ` 7 54 :112 : 318.00 : 34.46 26' I 193.00 94.58 i ��a S N lg� N 4,� V' ECFV. Q b' (, :130 : 262.00 : 50.52'00. 232.60 I 124.59 w 6 a o 3 4 6 �� •• _-1 /80. f , W = r l p• �. �'' 131 Jj. �, j• 7 i� 4 V 113 298.00 : 56.11 38" 29...1 159. 10 3a�0 ?f �, �� 1 / �J 74 l9� �b (� / h :131 282.00 35.4e'47• 176.27 91. 12 • ° S ' r :132 : 1218.00 : 7'05'56• : 150.91 75.55 p Z Z W MBi>Jio -- �p7 r. 1 �l 2'31 •�� S. 68 b �,� ,�h 0 Lo s C•T G'�c + 7 .17 B 0 E 9 8 E 3 T7G` s. 1� y � � ^)I ^ f\, / � t►�' V «----«---------«------------�---------«---------« Z a "a a \ 1 8 `�c' .11'5 `.t - =1 33. 33� ��8 S p3 1• �.� h T \ '� �:W (�D e V LANDSCAPE UJ w / 4S "S --11Zb {� b ng E( 1S J J9 h G d L_ ' a l�. 56 EASEMENT W o F 24 5 0 ,� �f ' ��y1, L 2 ,e i i�oi9_ e��1 X96• - �5.3� /� 1�9. 97ai5*0952 l0 6 Q 55 W O i ` 1 / / cS 4j, \ \ 11. pf� SI S ti LINE &F&47I, Q z Z z C.R /S `�•• 4 34 /8.5 ----J 1 6 r "`' 111 0 1 L _ �l < =�m B O 1 �� .�•� 00 v oa` 26 �. 36 /4-'97&7 ' = a <W q' `4 �,�1.*.*•' ' J I. t a �� 15 �G ;r-� �/ S b 1 . E c;_P .�.,1• 7' ' U 'L Jam° I �ti0h ST 4 BC:'4%5f22 /5 __ 19 1 JI�'�DJ(Z W / c� �`� .b C �l� _ 5�3 �9 g c� �' . m J a � � 5 Q o � �. •�� �44 �� O •�, Err. -"� � • IG 1aJ w < < 43 9 w LANDSCAPE �RE�S�'� S IV = J 4 ] �C � �=m B� ,. �Vti 1u EASEMENT RA (�� ;' rN r 4 F 3 2C LINE ELEV=9d.I R m L R ''' • �1 '� W o G 23 0 1t 18 a y E b a h • . 9 43 y _ = c a 10 7C• f ^0 W W '� J=Q Qpav 25 Baa �* _� ,o �r55'3 i � � Gh 132 ys'_c_1 GSD i„� '25 a,•E �2 Z m Q v C' �Qi .�. 3 r W 37 Lk 8� x.03 rG �� 1 Z C Z LANDSCAPE q `. o/ 7 - `�6 �' w 6` I�1 �(i �h LANOSCAPe 4 I /4f�G�e- T P G © REYISE SIDEWALK GRADES ADT To TR. 13556 ;5 H r= EASEMENT FS7 , - 7 e S ~�8 SY. ENTEC CONSULTANTS. SNC. •S•-a9 LINE ti A' _ �` EAsfMEN' �- I p i !-► w�I g 01.85 c9 h LINE ELEV:B.7.0 I r� r; r(r� . �GI L/ 4�t s END BACKBONE CONSTRUCTION 20 25 25" r �, c s_ 6 �/ . ADD 57REET TREES "� 113 '� �• 1 END BACKBONE CONSTRUCTION �e 1 DoP _ ' R� '' R B� DESCRIPTION OF REVISION CIZ Y a1 Q DATE APPR. 12 .• LAnoSC79PE � '� EASEMENT 5t �IP� C � ��n (01h��0 0.7.94 LrEvE i I. �•� Ilk .\�� ^ ZJ�r�.� 17 OC � I 0• � � W^• � •'�. � l - - ..TT CITY OF RANCHO CUCAMONGA oW � a 26 o f J J * y 38Q 1 / x9\ 3 (ZP �R m O n b 1 ' Z5 zs 17 0 36 `� �' N '" °�ft� PIAN AND PROFILE o"�=Q W �9r O w ` O ( 5 W /B' /8 LANOSCIIPE t�'vJ '' Q� 9� �8 END BACKBONE CONSTRUCTION EA5FAAENT C a W o j W `� 11 / k LIVE ELS��/ 1 g FOR doom_ 3'r G gn o�Qo��m 4 �� 2 SIERRA RE �, � S CREST VIEW LOOP C Wo_o _ 9192 CONSTRUCTION NOTES: � ,<� 35 A to P.M. 3t %ft"k%ft �pfESStpN APPROVED 8Y T W fm ' Ym � � APPRO DATE LL W JONQ�o3 h I w �♦ Q � _ - a 1 4' AC OVER 4' C/1e EER TYPKAL SECTION ( VD��flgv rnOOO )f �,JCITY ENGINEER R.C.E. 22397 =o=__ o (SEE SHEET 2) FUTUR (FUTURE (FUTURE y U ==¢Y=¢= Y 3 So CURB AND GUTTER PER STD. DWG. NO. 303 MT. CARAISRIDGE COURT MT. GUNNISON COURT WHITE MOUNTAIN COURT � ROBERT P. DEsiGrvR�s _ _- ��oMM�NUE _ _ - o s. 42 f ` m= W C 041 = consultants, Inc. CC F W art. a 4 4• PCC SIDEWALK PER STD. DWG. NO. 310 4 311 7y sTQEEr r�EE ® RED cunt - /s GA4• a PEkP TREE CONST A/OTES. SACT. 1 DRAW N 1355 E. Cooley Drive•Colton, California 92324 1 5 SPANDREL AND GUTTER PER STD. DWG. NO. 30e EXPIRES G�� (714) 825-2127 J 0 0 0 0 o W a 6 SIDEWALK RAMP PER STD. DWG. NO. 310 S N E E f a �oWo=�= SIERRA CREST VIEW LOOP CIVIL \� LM-SAS 1 of .25- W-fW 7 STREET NAME SIGN PER STD. DWG. NO. 402 5 R.C.E. N0. �.,o . zf �foo� S STREET LIGHT (5800 LUMEN H.P.S.V.) Q� CHECKED -- �8��-54/ DRAWING NO. _.- DATE 3/y'/a 7 FILE NO. 12 15' DRAWING NO. 13 - CONTROL NO /it Z11 u/ OVERLAY NO. Iff Irr W 0DATE 0v DATE DATE Release Date 3141 I = 5/f/e7 BENCH MARK: NO. 140 EXI TING MOUND I R/N 8�,t�e7 I ROUND HEAD NAIL ON BRIDGE WALKWAY, L # 6.5' WEST OF EAST END OF BRIDGE OVER iL= d/ :1,t47� - 9.27' F//is/ CHANNEL, SOUTH SIDE a. i DAY FLOOD CONTROL L - irt N � B row' , i OF HIGHLAND AVENUE. /-7/87 a ,) 3 �B BB v rxaNs raAws j I ELEV. = 1485.617 •, ti /2///�B hIJy 0►) ov/ = 53.3/ fiiOn/ L 27 - - - h 6o'VC j39r1 L= �p.S ZO <!C i e V< f f f t EX ST%NG GROUNb #9 __.. r �i a ti ^ 4 0 ` v f a.as F h _ , 4 1n h FININ dRAdE 3 F Uj �, I PR 4 N f► !� ,--, W y.05/• J E O U v v41 \POP f ;EXISTING &ROUt'JI1 C/� f -,,v , i #� h � 'i r - 'r 3.1 v , f ISH �� �"''� Q ���/ ,�y - -- �/i o a.2s �.�z3"•/ � � =s y < 3 , . f M f `ss ,V a .. .. `. ff I < A4 -GUTTER # � w . ... _ __.. F . ._. _ a__ _ _ ; �> . J. o C h M° 3 I FIfrlSH GRADE 7 TC LEFT i - . 4 I . { . E1 I St I 16IOU1fif t R til h� ry ti r n Il D p 1 b 0 YC. q Q 4 O t •p I E • j� 14 O ti _ Z9/G 4• . 5.21 I kj Ekj 0 1, Q GJ (� L=' 9.2 7° i Yl TANS TRANS h _ Gdr'Y O �1 / + '14 ' On %, ��I SH cttAD 'cn: E a49ire i 1 1560 qi0 v ''C-/L- 2 C 2 71�41 TO T 19� C L . - 1615 C L., _,30 qui_ � ._. .. .. . M.- � -�625 # ' _. .. . .. � < . .._ a ...... o v r \11 tl / ` ti f j cldB 4a FINISH G#ADt ? ,F/L* ,y A-BUTTIER os. 5S. i � tl v b i f � M1. j \;`• / I � � Rei � � O � � .� : : } > �l� , v +n �. ti 3.I r PROS TLE SCALE. 46. aJ b w 4i 590 b � : XISTING GROUND .4 R/it Z. - 4 c HORi rsv L DCA5 ronN.; O 2 f I i55II RT 1615 RTir�'i�K VERT 4 39 40 41 �J f J 42 43 9 10 1 '9r° 11 12 13 ,�,Ih Vii? ?� ? � `1\• N CONSTRUCTION NOTES: MT. WILSON COURT VINTAGE DRIVE BANYAN STREET (FUTURE) SEE SHEET NO. 9 VENgU r\rl o �]���� SEE SHEET NO. 6 Oi 4• AC OVER 4" CAB PER TYPICAL SECTION /Q 51 1 1 SEE STORM DRAIN � t��- (SEE SHEET 2) /e o 1 1 PLAN5 R/K 9�lZ JI ,� -LANOScAPc 3 8• CURB AND GUTTER PER STD. DWG. N0. 303 7 END BACKBONE CONSTRUCTION 11 29 �yJ� / EASEMENT V G 5 SPANDRE4 41 KC L AND GUTTER PEREWALK PER STD. DWG. TD. DWG.1N0 308 l � � L/NE EiEY=r7.b 1 �, LANOSCADE '0 3 1 R R 0 �� 37 in 0 z , 55 1 (� EASEMENT LINE m l,Z' 1 1 P Q 'o,� '��� I h ! F Fi� 6 SIDEWALK RAMP PER STD. DWG. N0. 310 0 o m W v h �, b ^ b �;s�. 1 ( ��x oo t �, 30 29 I b �' B < �0� 7 STREET NAME SIGN PER STD. DWG. NO. 402 O h 'L U �.� V 1 o (n _ ,� . N �� / o m' a �, , h b r I b J s� Io I_ .d ti b jr 3 LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE A,B,Q N =N ac 4 Es. y ( cc _ ZnE -•r r 1$ 28 �' +` �3d.2 0 3 9 G 2Z� 7 _ ec 3 <2 0 110 1 -� 41 i 4 _ f 4" as tip. 1 a STREET LIGHT (5800 LUMEN H.P.S.V.) Z S o 5< T- 94.33 Lt/0 /3 h•. �'zT r t �+ !k� t Pf, ¢. .>' 23 s I_ !__ - - 6 a w a w ✓ �, 2 std "' X 93• _ 4 C.R ,ab 0 9 �'L -2 5-19 = = 3(0 SIGN Rl w �'w .0 R bo 1/ p - -- - tD �3 L 44. 7 V = m I N -- 9 39.E / : O Fs�f' 0� _. - k3 i SIGN RI-2 Uj tc ��� ` 1`C x$ CATCH BASIN (SEE STORM DRAIN PLANS 38 z 8' so F9r y I 13 '� �,. a 'k s 3 P.M. 9192 FOR DETAILS) =wm _ -- < =o ---fit- $r�1g ti� 2 h -,. s5�� 42 Fh a�,�0� �� \A 1 �9> �L 1 2�0''\ N00.25'26"E `�RAin�S ON EQUESTRIAN rRJ1rc O STREET TQEE ®RED GwM - < w F d � � t' \ G _ c 1 1 15'N04'S0'S5 r --�- _ f4 U o= 1 2 1 0 5 No6'z�' 3 - - - iS Gnc . __� S 6 ____ y '� ?0 64.96 CONST w/ NEwv RVOM C/,Y/S# PfR 7 E6- LoNrr. WPTE5, Sy7. 1 .1CL LLJ ,•I.Z / tDr 24 g q---a-- N19 25'34 41 h 00 6 W w <<a 1 VV iV _y 3 t'r,� k1 7.9j - G 1 1 0�' 1373.78 \�a0 49 `9y�h 19����0398 9 s 1�0 7-11 27 r l:5 _ = Ir a W ILl 07. 07 6 �.s 4 \ h ,hry 0� r q t - 38. 96= = y CUFtBt CURVE DATA F w - - _ z -j=Z /LjP9.03 l 29 ,� 9�F . f - _ p� - - - ------------------------------- z -- -------+ m < E.c R 30 - 4 6 t�,`• m h I�F 0 tai/a. 9Q 4 7 39E29Q G ti� _ --- o - o a }1. �. A&< X14+ 3�.�9 �41 1� rr'I Bc e. --+-- - 0 Z �' / 7 b, ._r `u a ' NO. ' RADIUS ' DELTA I LENGTH ' TANGENT ' 1- O° Z ' P ,rte p i /V /7 4 7 I 1 L C O I\ I C 1 1 1 1 1 a a H z V ':zz:'s::::sss 'sserssa:zzzz sserss:ss'sez::z:ss < Ww� s 18 ��° �, U��` � J yBCR4343d,l°h v �ti . Sys V v, 1 .; Zi /� .�!� a 1rp 116 h - 110 1 182.00 1 12"46'39' 1 40.59 1 20.38 1 �, r` h J 116 1 782.00 1 5.16'21' 1 71.96 1 36.01 i ADD 5 772EET TRfES b ji i M IhIW o �„ trj v 4 1 117 1 818.00 1 S 16'21 i 75.27 i 37.66 I Cll Y 1 5 C 1A * 'j LANDSCAP, N z 1 W o= sh N v 3 Q a0 __ ' !33 218.00 12.46'39• i 48.b2 i 24.41 DESCRIPTION OF REVISION o f ¢G� 1 1 1 ld EASEMEnT �1 t 8 2 /D /d / �� �, W 0 4 +----+---------+------------+---------+---------+ _ _ _ _ DATE APPR. T LINE [cEv160.0 � N � i >�=fJ * CITY OF RANCHO CUCAMONGA ='�¢J y�� o D a SEE SHEET NO. CEN_TERL_I NE CURVE DATA = oo< h �, o N==o�o e 2�2a1 SIERRA CREST ����� R o +----+---------+------------+---------+---------+ PLAN AND PROFILE FOR r o OfES$J h 1 NO. ! RADIUS 1 DELTA 1 LENGTH I TANGENT VIEW LOOP =__= zzsrrx ===zsr===ass =�==zrz== ===rzsz:z ��``p - ��s i 48 i=-2oo.00 1z•4b 39� i 44.60 22. 39 SIERRA CREST VIEW LOOP bp �r 'END BACKBONE ;I CONSTRUCTION AND MT. BALDY PLACE N a o z F2 I ca ROBERT P. KIN I 1 49 I 800.00 1 5.16'21' i 73.62 1 36.83 1 o= ¢ t z0++ U i o a¢¢¢_ x�a d- Wo o= 40 0 4 so z - N C 041 +----+---------+------------+---------+---------+ I � I _- NUW o~ N CURS CURVE DATA P.M. 9192 1 = 40 � Noo=Wo¢ o stole feet EXPIRES ---- --------- ------------ --------- --------- W �, ° sf Civil APPROVED BY DATE a N¢ W= Y a NO. ! RADIUS 1 DELTA 1 LENGTH : TANGENT 1 ' ==oW`_ 9lFOf CAL�EQ�� CITY ENGINEER R.C.E. 22307 x� x=io V --- a=.==� SIERRA CREST VIEW LOOP c.o•• xp.,... MT. BALDY PLACE ' ' ' ' ' ' -- - - 1 1 20.00 1 78.41 '32' 1 27.47 1 16. 40 1 DESIGN -_ O Nzdo.- co W 2 3 p i N a 1 1 1 1 R E C O M N U E ' 2 1 20.00 103.09'55. 36.01 25. 22 R.15 �ob�• � a 1 13 1 20.00 1 97'31 ' 10• 1 30.55 1 19. 15 1 =_ = = = consultants, int. CG Ew r' _ z3 ' 24 1 20.00 1 83.33'04" t 29. 16 i 17.87 1 DRAWN 1355 E. Cooley Drive.Colton• California 92324 SHEET o=o 0 0 " o°G (7/4) 825-2127 J t 00 ... ,.. 1 1 1 • • / 1 1 1 30 1 20.00 1 100 52'02 1 35.21 1 24.20 1 LM-SAS 13 OF2%-f' f 1 96 1 25.00 1 90000'000 1 39.27 1 25.00 1 Q ¢ar¢O S U r U z v s � CID U y< x0 U 1 1 1 1 1 I CL CHECKED -- -T R.C.E. NO.��/S4/ DRAWING NO. ---- --------- ------------ --------- --------- DATE 3/y/p 7 FILE NO. 12 S DRAWING NO. - ^ CONTROL NO i/Z 211 OVERLAY NO 112 zit W vc - nuuu..! 5iE• B• DATE Br Datf By _DATE Release Date 1 3/4/S 7 t= A9.z9 Z-z mol h g 32 BENCH MARK: NO. 140 S-/ ROUND HEAD NAIL ON BRIDGE WALKWAY, R y �� of M B' ra 6.1 6.5' WEST OF EAST END OF BRIDGE OVER d ,` ro G "ro G"7 B , DAY FLOOD CONTROL CHANNEL SOUTH SIDE OF HIGHLAND AVENUE, I/ 7 V T,PANS 1aPANSI / �, M VI 1 ELEV. = 1485.617 rk %j Ilk \ , s14M y I y zs 9e ''v \ ti `�° Si��a'`••{�1 ;� U h �,Pr�os� 200'✓G 1 PNL = 34.I! b " `�, a ( i {{ /7/1/88 � $ • . � ±v � Q v � � - I D6NT I CAI. P!!I N7flQ �t �• O ti of -•tt11IL�- &R $ 4t�R-tit• _.... - .. .__ _ .__.. _-..__,< .. w.. a 0 oaf STIE1�& 6Rf3UNi ! 'Rio L h V_V v n► 1 M1 a y mos/. I I I\ j -.x it/, •���: N Ck 0 t: c.1��I.� EXTVrING OUND 7 C/l P g < 4 6 �INl St# BRODE a 'TC LfO&T >t} N i rC W LFRT ( { f U I i < pp �cpL IaoIIiT N .-, .... .._ M ..._.w_ _.. ___ .-. _ .._... _... .. ..... _,___ 5T.. _ __. _ _ w I . < E . , 1 N t 0 a h v 60 CfL No N �n N \ 4. 14, V �1 pJ� v �. � StiGggO h � w p M > 4 J _ t > �` � +�' � �} h � �iN15H ®RADE ii �. - t534 C/L o , , < b __.. ., . .._ _ .._ ._ ._. � . �j?! 6.36;G• -. C; r311 \ < � � 1N GRq � `�. : t • � � � : : . � � 0 i DE1 T I CAL �Po tNT 4F o i 1 '3 f 'FINISH GRAD � F/ � � L . < < f ' ti s .. 1 > . 1 . 4 ' - PROF'I LSE SCALE: HORIZR 1" = 40' i E , 'VERT 4` I 1534 fur , 10 11 < 12 13 14 15 16 a i �y�o c^ _ LJVO� o LANDSCAPE �%C1 EASEMENT Q< s ao U �OO O l-J� LANuScaPE SF EASEMENT ♦sx ti r _/e' Al - LINE 9 END acK {No /e' , CONSTRUCTION NOTES: per, B N .o U CON RUCT 0 e b ION ,. •• �. o z END BACKBONE 9� a 0 43 1 49 AC OVER 4" CAB PER TYPICAL SECTION 4 ••• \ 0 fi W CONSTRUC ION /w 0 \ in o z W ZT tc� I G +\ \\ `39' d5 E. 7 (o`r� � �i QVC f� �''U v 3 T , \ I I yA 0 IN/ Q 1 �♦ O ff. C E N T E FZ L I N E C.U_R V E DAT A (SEE SHEET 2) = 1-m C '9 D J `�\ �. �• '1• `� nl V fV C-S \ V \' Ih ` , tV1 N/ o W y < m : * b S 3 V CURB AND GUTTER PER STD. DWG. NO. 303 W W~ 26 ti (�°� R ti 4 _'L/3*23 i �o 14 v,z h G �, ---- --------- ------------ --------- --------- 4 4, PCC SIDEWALK PER STD. DWG. NO. 310 i� 311 2 80.-41 h = x Z r+ `� I � \ V �• 4 __ N0. RADIUS DELTA LENGTH TANGENT 3 = o �� \ =' e P of 6 r c 1 1 1 1 1 c z z w --- 8q /3{ EC R. I 1� f 1 h 760, , i=s=s i===s==css i zz=sczxsszzs i 5525=ssas i 2=x252252 < F b0 id 9l �, 5 SPANDREL AND GUTTER PER STD. DWG. NO. 303 z S o 5< 10 y--_ h� '� I 2 0 ,��f'(' �?c rc 55 I 600. 00 1 .56 45" 20.38 10. 19 i SIDEWALK RAMP PER STD. DWG. N0. 310 � _ /9 �6 2 / 1 • • 1 1 I _ IU •� � - 56 1 600.00 1 7 �8 '37 78.30 I 39. 0 1 STREET ME I PER TD. DWG. N0. 402 3 2 7 ST EE NA SIGN E S C 0 -r, ~` Vol 5 6 / 2j 15 3' \ 6� - 1 37 �! i 1 57 1 600. 00 9.25 '22" 98.b8 49. 45 1 au W sb E 1 6 STREET LIGHT (580(1 LUMEN H.P.S.V.) /2*723¢ "' � s •, • •6a � 1 58 1 240. 00 1 26'00'05' 1 108.91 1 55.41 1 ° $e / i �- F' tZ 37Go r( 7 59 I 0 I 25'44 45" 1 4 5 1 i SK:k Rl SEE 5.012,51 vQA/w SLS r 15Z / 240 0 107 8 54 e m R/17. 1/92 �h �. 0 y 6 SRr � `s _ �1 hA2 G- p _ .� =57 7_ 9\ r Tc bU 40. 00 51 44 'S1 216.76 1 16. 40 /1 2 1 1 79 STREET TREES 1 RED GUAI w O Q W i - _ C 7© 01 r CEJ l ` �,Gr� 1l5O 1 �X] 3.0• T-` � � � � 1`•1 � f'`� �"J��� `�► ----- � / � � ,v •/ ' 1 1 I . . 1 I I O a Wv� II b 8,p J' T 5• t�1,1(� 134 N 4 l3, 8\ ` � \ ` 9- 60 5 _ 1 61 1 200. 00 1 26 51 15 1 93. 74 E 47. 75 1 ALEPPO PINE tIJ w << --------- ----------------------- ---------- PDP TREE czwc7 M6 M5, SNT. 1 N J rLf�IG /� 4 B 1 ,QS 77 / ly.o A 0 �•d9 '� o_ 58 Q (II°`r� " h��� \ N ZAL =Hm 6 � - - k h 6 14 s ti 00 UL W °g 835 \3�.pp r, 5 \ y 5 i� -___I! �V �ti� b \ z ` 4 c,� Bc P ELEV-62Y �, 99 - F 0 G 5 /6 1 ak CUFZn C_UFRVE _. DATA _ = o W l� �1 v�=; 2s. 91 135 3 �C�, _ 1, W a h s.sT 72 '� 1 s Z _ m 1 Q B C 1 '• -- - - ------- o -- -------- ------------ -------- -- 2 z o z 3C• I b �; - b bB O,S, dq S, _ ., ./2></�.�S I I 1 1 1 oa N�= c 3Z, p t0 /' X \ 1.\� \ T� ,�-Q LE �• zD G r �C r N0. RADIUS DELTA LENGTH ! TANGENT �7 S C '•'tel, •- I 1 1 1 1 U 111 Y i 1 R 5 /7 2i, i'r \ \ h �E (/Cr�j� X10 I '�: 7 - ��(!�• J t, I 2 (xsx:i xxxaxaaxs i:22222==:z=:i s:522=52 i=:::=z==s i Q �f I'S 7�P I RDD 57PEET TQEES E h } q fw4l 12 �� 1 4 /c/t92 5S• y 0^ ELEV=47,9 0 1 70 1 20.00 1 91'38 '59' 31.99 1 20.58 (AND J CIT Y ERSE CS 7- /B' LANDSCAPE Q\ 1 N - b' h 23 m , 1 71 1 20.00 1 94.13 '05' 1 32.89 1 21 .53 1 DESCRIPTION OF REVISION DATE i 9 NF P I 1 1 r l 1 1 APPR. EASEMENT \ U 13 / p fry , s U LAN 72 1 20.00 I 9b 46 55 1 33.78 22.52 1 7 LrNt J I 1 1 ■ I 1 1 o� � ECEI[= SO.o � � } _ VI EAsEMEn't 73 I 20.00 1 67 5z '34 23.69 1 13.46 / _ , b LINE 1 92 1 20.00 1 115.07 '440 1 40. 19 1 31.47 1 CITY OF RANCHO CUCAMONGA ' ' ' 30.29 1 18.90 ' _ r �' END BACKBONE b 93 1 20.00 1 8b 45'40 1 1 M@o �1 L1�SW �' n9 �c1 T o o _ mom_ SEE SHEET NO. 8 o O CONSTRUCTION MT LASSEN �Q��� �0° ����c`� 1 I I r I 1 1 2o= 'J VINTAGE DRIVE MT. STERLING 1 94 1 20.00 1 83.20'21• 1 29.09 1 17.90 1 oW , 95 1 20.00 1 91 38 .59 I 31.99 20.58 1 PLAN AND PROFILE COURT COURT : lot 1 25.00 1 88.01 '21' 1 38.41 1 24. 15 1 FOR u+'V-gym 1 1 I 1 I Wo> =`X FUTURE '----'- NETHERLANDS VIEW LOOP a ���yJW (FUTURE) (FUTURE) z �� 1o�W CUF?S CU_FRVE DATA P.M. 9192 d- cc O n= =o= W ~ --- --------- - _ t n y O =O=N O I RpF E SSIp = a�=o = ��QQ M,, N0. ' RADIUS DELTA LENGTH TANGENT 1 M `W=N=Uo J a 1 1 1 1 APPROVED BY - DATE t> W CITY ENGINEER R.C.E. 2397 Wa= NETHERLANDS VIEW LOOP - _ _ 1134 1 582.00 1 3.31 21. 1 35.78 1' 17.90 1 -- =g _ o Z V ROBERT P. 1 135 1 258.00 1 15'S1 '39' 1 71 .42 1 35.94 1 DESIGN _ _-_- - RE COM MN DE D 136 258.00 19 38'43 1 88.46 1 44.67 J - _ _~ OU Z. 8O C041341 1 1 1 • • 1 1 -- _ -. _ _ Y,�W: x RJS fWs fob �- � 111= 40' 40 0 40 � .1137 1 218-00 1 15•S4 '21• 1 60.52 1 30.46 1 - _== _ = = consultants, inc. oE"c scole feet * EXPIRE$ j0 1150 1 222.00 1 11.51 '29' 1 45.95 1 23.06 1 DRAWN 1355 E. Cooley Drive•CoHon, California s2324 $HEE1 1 • r I I 1 (7 14) 825-2127 Z -hz o moo o=; m 1151 1 a �! CIVIL 1152 1 4.12 '49' 1 ' `Q o 222.00 1 17 31 '41 1 67.91 1 34.22 1 , , 618.00 1 45.45 1 22.73 1 14 OF �IFOF CAL�F4f--------------+------------f---------+---------- CHECKED -_-_ -S R.C.E. NO.GO�/J4/ DRAWING NO. CL rn �aoos DATE �/y/tr• � FILE N0. � � DRAWING NO - �8/ - kP - •'S - '� CONTROL NO. .l3 t�3 OVERLAY NO. //3 .213 W 8' DATE 0, DATE I8� DATE Release_ Date BENCH MARK: NO. 140 14 817 7 � b � � ROUND HEAD NAIL ON BRIDGE WALKWAY, /� t 800!' ve P. -T 26E'B2 I V © �„, r' o v.C. ; 6.5, WEST OF EAST END OF BRIDGE OVER , �9 - 17- 87 '''� i- 1 sc.ae' y36z' RillDAY FLOOD CONTROL CHANNEL, SOUTH SIDE / �A/B 7 1 ' ✓ vnRv cuaa VARY Luna j OF HIGHLAND AVENUE. / ( PV/ = 24.3 FADE �o I A69 To h ELEV. 1485.617 _ V EXISTI�l6 6ROIlND ! R/M p ma/NralN +� MAiRrA,N S I 4 M a.�•i. rt. 1 r. o.y% Ft. h \: /2 7181 b b -+- +�' '� RI . "E GRADE ry G RADE v O a14 3 ��� _ moa Ql � O "�� v t �" 1 � hV NR► � q1 ti j �to k V 5-186 V h 'D lfj ` ! IR ^ ti Vy�p h $ `� i n �, N M t til 0 n � V I N s 1530 t�' � � � � � a1� � ��- h .��h � � �� � � - LT � � N V� o p A 0 h O N Ri ti N N . ;�I , -�d �; c o N h3� 1 e `�\ h 4h 0 Iry a +R „� NI I , --� t h �! "v v \ \ \ A ti \ e �► I 4p1 ti � { v `242 �C EFT GRADv � 0(0 °" z JCAkmrsN `' Pill = 2,4 G ' 1E t _ • O ilk V) o �; � � � a `�. . � ,� . � �� . � > � � < _ . - � ° . � wg' 0 - • - - < �� h� � �;� � t; s � . . � . b° 6�=)wh t 41h91 OOIN n h'Nx NNN4 h �hW � " � 25.97' ppO ti } v � `h L= 1 h V YI 7040 YC. h #4a - © b n°► ti $�, �, �o �; ° M ° © hl NN 153{ //�• I ti PVI- ?4 N ti, �S n. O 0 V �- O R a ,� �, h b o� I ti �, v 1 V d Q h 4 _.. °fir. � �} � w '� a� _ ,. R � sl, __. � cV s�, Ri . i Q._ C T1ei4ivs. �•. I \ 0 O Q ti I r h N Q 0 h y ti S _ �1' 1 N N ti ry n ti 0 O M W v /}��►l{� N '`► > to �► � qi1 F ,NISH GRACE d C/L ............ IN ku kd tiV Rti h ti � �� [=3503 L3o7oJ ` �42 #' 3 r\ h m ` " b ti tj I`I►� AvRr/oN eoo'v c pa-, g B� ,� •: , f 1 ti 4 . R M �' \d ; >� i OC l �� r h V'o G�7/1T/G it /so KC. Ci I v V L-P6Z1 56.38 rlG.13' �, t0 , �0 t: ; 32.ZZ a V '� n1 t'? \ \, ►�N VARY c up 0 I . TION �A� "t!G 0 h til b l� -G DOS - L:;.�/.04 V L=,3/.d 2 p If) 1bd N ^ v FAC E 70 ti n V V �a � f'K/•�432 i � � • Q �� C ��FACEro � ti V v r i v RDUNID ! Rllt r\I ch A1A1NTAtN NJ y nA/ar4ra N `� s v . • N ! �o \ 1 h EXTSTYN6 fi ; N © V o,Y*kF,I. �RAJE „ A4lf Ft.Ct11V '� P.✓I = 26 /8 i4+ b I v� i * [ l9 `0 Q - � � v !% � � r0 j hoc" v CO4th ^ ./A, fit' '�--�- Qi` 0164' 3�� UN � ` ; ti v' qp � ,� � b � h0 ti ` m ��� tico �'10 �'IvvN � ,6ti d � � `4 �� i O 0 ��'{ ( ti N ti' � ��.7V �T �'` � ",ITT'Vr �,`� �. as _� ., ti - � _ .� ..l � . ,, �1t R « 1,f .., . _ '�. +- Qs -` �� -� , 4040 � a a $ ti"� c rV 'L �. � �.. 1N c v �. y9/ N c� c�, c�,, v ���. � nit� � � N 8 � q �tk kn �hh � R v d hhr\ \ � hk \ v \ t•' V!� %I NJ N �h.ti � N � b p b �• �,;. _ 3. l9 � t(1 ^1 D V v �'v ' N 75- � -044%�� 0.5,x'�\ / 3%#Iar'sM GxaoE -z p/L n o o.a8°, 4040o /o /00-6l)TTER ,- � �. . F I ti �� f ' yll FISN pRA4E 4040 • FINISH ORAOE 4 F/L 15p/o JN1 H RAl7E a F1L ,.ao� �C'� X-GUTTER X-!6U TER LdIG G1ssroV L1 0�I FINISH GRADE F/L h a �� iaos• X-GufTEA V N ti NJ 40 t o PROFILE SCALE; 1 a i � � � H O R I Z VERT. _ { t h � ry � h .. ry i 1 < t � { i 16 17 18 19 20 21 22 23 24 25 26 _i 00, � `Js { w O N �O �I R� �� SFE G,PEFA/ 8FIT zO �1 lJ 5 �� 0 0 19 LKj Q56�\� SIDEWALK PLANS `� �UULfL� U �OO �� sl P a -� ♦ I+s CONSTRUCTION NOTES. o z �� �. l� �_♦ ,1 V C•� ��,, 3�sfi� I(pr2 �2 Qh�� LANDSCAPE ^' ����� o�v LANDSCAPE � " �,�,� �� Oi 4• AC OVER 4' CAB PER TYPICAL SECTION •�t �� �!. r7 �Z o L¢ O� D o �P/� o �fFS�MfNt V �� �',`U' 14.0 *r 1� Ey u EA5EMFNr Z o I . cS, c 9 �QQ G LINE 2 / v �' M o d. Ilr � .� � -i �5. � � • �'." y 4.1..... � �� n � 3 0. �� '� cti � � M � (. SHEET 2) F O W n y e� Q e o t� rc 3 8 CURB AND GUTTER PER STD. DWG. NO. 303 4 �,r z m W 6 \\\ 30 ELEV=yl.t 'ZS ,4 36 p ,��,�� ��o �� 6 5 `�' •�( t 4 4 PCC SIDEWALK PER STD. DWG. NO. 310 311 38 37 �. a/0 1 ELEV- 74.3 1 i.. ' 149 ; X (E h •�.. ELEy=41. 35 p v 7 Ey[Y" 3f.'l` t...�••• X779 0 L �/ a! �; h' >� `iY' ••�,., ° ELEV=yp•8 34 o O 8 r "' 4 cev= 3s.� ,•��• ctj l -� U 0 5 SPANDREL AND GUTTER PER STD. DWG. NO. 308 3 z O 2 \\\ 1 �. 11 ^I l R 1, 5 ; V_ y1.2' ia•.. ••iii.. ti Cj N yj,1 .�.i••' ® a �s A�/. i F5 �' �0' O W R \ \ - 3 , 0 3 9 `u••• Q? S a, -o f�£v` N 1 6 SIDEWALK RAMP PER STD. DWG. NO. 310 z z W tv L 1.40 . \ �• 48, \ 1 ® 4 �`'• E[FY- r�\�� �cEv=3�I ..�-�•• ® ® 3 ; �: r 40 o s lh 0 \ 1 83 \ b �� -40,3 I J� o ELEV .. ` 1� v f 6 62 2 } �s N, 4 0 �"� 7 STREET NAME SIGN PER STD. DWG. NO. 402 ® , ELEYr j Lu W30 " °Q'''" °«mss ein y� - 48. 88 ® �`}' .L y1�• 45.O7 - <, - - c Arc 3 LOCAL DEPRESSION PER STD. DWG. NO. 518 (CASE ABC) 45 � ' 74 7 I ,, r - -� - h _ _ _ tiU '• LANDSc 1 W o a rc" cF, 2 .► t F - - �46. 23 a .O7 - -Z5- b - W o = �-� o . LST t - ` ����`__� _ - -k' 4 06 �® of is /�' ® `v ® � 07 - 4 - _ -- 6 ti 82 EASEME�/r 1 STREET LIGHT (5800 LUMEN H.P.S.V.) v a oA ti 3/28 135 3 _ 1 - 6 I - ''� - - 140 �' A/O f� LINE z z z�, > 1 - 17 L= 7• -�� ► /' y e c R UNDER SIDEWALK DRAIN PER STD DWG. 507 (AtoD1 F/ED TO 1 W/DTB) a m =� 6 cf /zs �� Z 18 �, 1 - - - - - _ 1 24 5 s, d 83 N _z o _ h ti 95.04 t 1 1 p - _-_ --_ - __-- e/h c , �• �` \ ♦ 5 CATCH BASIN (SEE STORM DRAIN PLANS = w O Q w .•sF' S �V (]' (, SB ( _ _ 4i_ 19 rr) _ I -T s 9R f U o _ L a �' �' '� N7S'19'07 JN �, 3 5 7 1. 'ISS' , I a '-' 0 �� • 46. 25 ;, 6 ,� '' --+ - 1._ . r 2 174.23 P.M. 9192 FOR DETAILS) 20 J - W W m< `.. �, ; . , 5 l - - ' ' 9 0 2 ---__--- v. 11 �� -�s N ti0 �N 5' ` lB l0 t 7q STREET 772 EE , R ED GUAI u, a � .. ,✓ � N ►�, 1 • .- -�- .- h�1 �32 - ____ `�- � � 6 64 ti0,(' �.2 - � -, 'h ,�� 81 1' 0 5 '�-• � ti 4 � �O J 148 ti� 16• / N z z m �s ,l- 7 rf �; c'c �r�c .8 \ �21 28 D/ 97.76 r'� 6 t •4� `r �� 50 Qi CRAPE /1,Yen Lc - t 'l3px w o 5 U -s` --50t 46 - 6 : .� N - - - b -5 p - 4.5 T.Ag 1 iI�t4T• . 43 BS}� 1� �� a La a L/INOSCAPE I L 6 V� >3 (. o h (_ - _ 1� Q' 1 /p� t�,� � Q ® ALEPPO P/NE - IS Gr+� _ = o �'■' 0' /�. I I �,; Z l� �� 139 ti F ti .�. t.s R N o PER raEE ceHsr. Aro7L�s, sHr.I F LL w ( /.47 rj, M�' V .� er�� ELEV= 1 1 E A ~ u,wo i�� 0 EASEMENT 47 4 y 1- 5 1 �� -` 3.5 �/8" /8 ztt�. .rr•.. '�' �. �1 CZ)Z �z z t) / V LINE 0 1. o a h� "�� /7r 59. iZ - ,� ___. �, - - "` �-� apt 75� LEV=3o.� Oet I 1 END Z � Z~ � �0 44 1 �f n A' �� J JC.,C �S= .a-. , 7b A 78 �_T,3.5 rte•' ; c �; `w �C R �7 ( r' = NACKBONE r- o o z �; ELEY= °` rE k R fes,/_ .,T., � ' r - /..T... •54�'�� oc �b n 9 CONSTRUCTION d a r z 4 \ b I 12 ML 01 24.3 //f0 c j 79 ,.,. ., �:9 e " ' •-' �r �/b 26 5 3'I 3 Z C; 1n b h 0 , E C Q U, G `s ��p-_3 T ✓ i0� 78 se h 4 �; V 3 a 43 30 �• e I /a fG ; 1' g i 4 `"` ' i ,� r~;� B R �„ �°, c C R E'0Y 30'I tiW��R N V L,4NDSCAPE h IQ ADD STREr7 TREES as hI - lS 11, / I /G�` b EiEv=1T•S�n m EASEMENT O.` 1;1 CIT�9 N m � I LANDSCAPE V '� 01 -' �• h `i e r, N UNE 42 2 I EASEMfiNT 10 �` t 18 ry ;; b 19 7 0�o DESCRIPTION OF REVISION DATE T LINE h /� b APPR. oomz-z - >>.-`cti LANDSLIAPE EASEMENT CITY OF RANCHO CUCAMONGA \ V[�NgV �Oo END BACKBONE CONSTRUCTIONWL!UOaENDINE BACKBONE CONSTRUCTION'o� PANORAMA SUNRIDGE ANTLER PEAK =Jo�a� CALICO PEAK - N - / 7 PLAN AND PROFILE W =u.>� tl °` ¢'Z �a PLACE END BACKBONE CONSTRUCTION COURT % FUTURE COURT CURE{ . _CUF?.VE_._-DA.T_ART FOR -----W (FUTURE) (FUTURE) N n o J U (FUTURE) (FUTURE) = �=a�o'W _ __ _ NETHERLANDS VIEW LOOP ------------ --------- --------- NO. 1 RADIUS DELTA I LENGTH TANGENT 1 U z o z >a- t=N 2= CJ ----;-________ ; ___=___=____;_________;__=______; P.M. 9192 NETHERLANDS VIEW LOOP ---- - o~W W =W 74 20.00 99.53 '44" 1 34.87 23.79 °: W>>EzQz= M Z- 5 �S LL"¢ GUR,1� CUFRVE DATA ,, ■ 1 3 1 � �,o�=��= � N E 40 0 AO 80 --- z 0�3= 1 = 40 _ - 75 1 20.00 1 69 04 '27 1 24. 11 1 13.76 1 OFESSIO 5�-- -= a stole Feet CITY ENGINEER p A� APPROVED 8Y � DATE �%3 =N` ¢¢ W -----+---------t------------a-------------------+ ! 76 1 20.00 89.04 '47" 31 .09 1 19.68 1 its, el CENTEF�L I NE CIJF?VE DATA a ��a=W<= 1 1 1 _ .. _ . _ __ . - 20.00 1 91 .08 '41" 1 31 .82 1 20.40 1 W IoW 1 N0. 1 RADIUS 1 DELTA 1 LENGTH 1 TANGENT 1 77 �� '�' E 2397 °C o Z Izzzz ':zrzzzzas'zzzzazasrz:'rrz:zz:s:'r:z==srrs' ---- --------- ------------ --------- --------- 1 78 1 20.00 1 80.48 '45" i 28. 21 1 17.03 i ROaFRT P. KiNt3 DESIGN - - RECOMME UE D V 1 k 1 1 1 1 1 I , 1 ,� ; •'� r 1 1 1 � - _ 1� 1138 1 218.00 1 22 52'04 1 87.01 1 44.09 1 1 NO. 1 RADIUS 1 DELTA -1 LENGTH 1 TANGENT 1 0.00 100 20'41 1 35.03 1 23.48 1 RJC = _ - - eIV . o� c ...¢za u, - - oo :ao79 . _ _ - . C 04134 / 1139 1 618.00 ! 9.18'S9• 1 100.49 1 50.35 1 ._--- ' _--1_________-- 1 _______--1_________1 1 80 1 20.00 1 87.57 ' 10" 1 30.70 1 19.30 1 =€= _ - = consultants, int. G`••[ Snqialgdoa ----- ----------- -------- -------- � �=�QW�: w 1140 1 218.00 1 8.18' 118 1 31.59 1 15.82 1 1 b2 1 200.00 1 30.56 '20" 1 108.00 1 55. 35 1 1 81 1 20.00 1 92.02'50" 1 32. 13 1 20.73 1 "FIRES DRAWN 1355 E. Cooley Drive.Colton, California 92324 SHEE1 � �9Niz3o m 1 1 • ■ 1 1 1 •1• r l 1 / •�► (714) 825-2127 B< <0.00 1 9� 18' 19 1 32.22 1 20.82 1 LM-SAS 15 OF 2�" 182.00 63 54 '54 203.03 11 1 1 64 600.00 1 12'14 ' 12' 1 18. 14 1 64. 32 1 83 1 20.00 1 68 55'38 1 24.06 1 13.73 1 C{VIL _ >-=000y a 11147 1 1 1 1 200. 00 1 1945 '30 68.97 1 1 1 1 1 106 t1►`!r 1148 1 ' 12.14 ' 12' 1 124.30 1 1 ' 5 ' • • ' 1 1 1 . r 1 582.00 62.39 6., �4.B3 1 f =0 1149 1 182.00 1 57.47'35' 1 183.58 1 100.46 1 ------ --------- ---- --------- ------------ --------- --------- CHECKED - NO. 1 1 1 1 - 1 1 1 1 1 1 1 1 y `J=ULL 1 1 _ 1 1 1 �f CAL��Q `¢ _s N .r �/S9/ DRAWING ---- ------ -- ---------- -- ---------------+------------+---------.---------+ 1 2 15 DATE FILE NO. DRAWING NO 381_- RP - CONTROL NO U9 ziy W - OVERLAY NO. Br DATE By DATE �By DATE Release Date -3i478- 71 9.5' ' AZ 7 B 1 �= 32.99` mow goo •tic. 337 + w �; BENCH MARK: NO. 140 8' 7-0GB' ROUND HEAD NAIL ON BRIDGE WALKWAY �9 -�-7 - 8� c + cine " c-ux�B , TRANS m � 7, '*A15 v p 6.5' WEST OF EAST END OF BRIDGE OVER {Ll ° v 1 g DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. # �R7TO�VZbD'lfC�. �:�/G" � - �".o � v� - $ - , ELEV. 1485.617 4 15� rn 1 i NJ IN , l f( 1 - d ... ti � p Rf N tn1 t 111 rn v 0.N,. of .... � • < I »r w n 6 ` ► ► lit i i IDENTI L" POINT `C �I1., IMS ,gyp. �• �- ` Oj y vrn £X'IST NG BRIOUNb 8 Rlli .�� ' O6'� / _ h N � . FINISH 0RADE a f�L I �1 2.9Z ♦ 19 /� °�o h i �� r 1;4 X-GUTTER F1NI" GRRDE ?` F X W jUTfER j S p lei 1 � ht� .. �o- pTi v� '� "I� .ltdfl TIW "Ot4 -C/E. W 0 "n to. 'N 1 { � 1 f p� I I h 0 �- i I , I _ .... /L- % _. . _ _. a► b 154 -153.5 C/�t ° 1 tS IorrwTI�AL°PoiNT 4 %k- o E F 0 tt►15 t A j Ft�,erfO�tt �'OlJ' b' o' ✓C t h a f� ►,� 3 h Iu v &I S'�itJtf 8R10t.1tJD I £A ,,-_2el.BW k Ivil i Z� +vl 4=2y9a` M N I # 4 -- �C o• 4v 0 'El '� '11 14 r , Rr T 1 a e7 io�r tt�rc 1: 1 s \ v , 1535 ,RT _.o s- _ A. x X545 #tT i r e v t 1 Pl/j- � .810 mi�AN�` \ in x h V ►v. � 00 .� FINISH $RADE 7 TC RIGHT f w� _ ow a tt \ httiv o ti th M h 2 141 1 e•� : / � � � � Q Dim �.I � � t opt -o,�•�► / : h ` � � � � � i , Q I DENT I CA Pb INt O • V 43°� ' I j G 1 , 1 i 1 I SIA . I ti t h l a r K/. ` SCAM lig *i HIORIZ. �1 - 40 -4- f"r �E xtsTtlPe saov �:R �. ; V E P T. 1�" 4' EXITIII6 BRDUND ! R/M r # 26 27 28 29 30 31 � CURH CUF2VE DATA I� OPt----+---------+------------+---------f---------- �� I NO. , RADIUS 1 DELTA LENGTH 1 TANGENT 1 lzzzsiszzzzzazsl:zszzssszrzzlzszs=s=sslzsa==ssszl MT. E1/IFRETT MT. ROYAL 1;� 1141 : 218.00 1 43.42' 14• 1 166.29 1 87.42 1 v�E COURT COURT VINTAGE DRIVE h \'� 1142 1 218.00 1 16.36'23• 1 63. 18 1 31.82 1 SEE SHEET NO. 15 OA%0� t (FUTURE) (FUTURE) SEE SHEET NO. 9 LPrJoR�J 1143 1 582.00 1 11 .15'280 1 114.35 1 57.36 1 1144 1 618.00 1 12.28'45' 1 134.60 1 67.57 1 LANDSCAPE END BACKBONE CONSTRUCTION �g 1146 1 182.00 1 14.21 '21. 1 45.60 1 22.92 1 1►1.6 2B oe EA5fMENT rk 1 (� P� 1 147 1 182.00 1 63.54'54 w 1 203.03 1 113.54 1 rc LINE 0 t \ ice' �d, 1 I J�tJ ------------------------------------------------- 00 7. �l END BACKBONE CONSTRUCTION - # X 4 ^ / LANDSCAPE a0 ^ 2 s_ b EASEMENT hj V LANDSCAPE t r ` l h B 01 W e �o - - - EASEMENT 1 r A m o z �. o x tEv-34.3 LINE 6. Ih s h f G 3 ` t1 T �+ V W \� <, 4 1 ,� (� CUF21Ee CURVE DATA CENTEF<l- I f\JE CL_1f!=•:VE L�A-TA z m 2h.' �o j o jELE�_ 19 f �� o �° 33 -' 41 a _ J W x (t(1 8 •g �+ S h b 41,1 n1 `"k(� \� r� 4 q � �� r A 3� L"1[� ---- --------- ------------ --------- --------- ---- --------- ------------ --------- --------- 3 z 2 o ,b r�9 1 73 p� 3 k c9F. �;`+ I 7`B(0 9 DELTA 1 I r I 1 I 6- ► 18 „�,,s P �q. /2s9 '00 NO. r LENGTH 1 TANGENT 1 1 NO. 1 I I 1 RADIUS RADIUS DELTA LENGTH TANGENT "= 0 Z W / 141 !4T ' �_ 3t. - l 6� l_' ' / G. -Y� ---- --------- -----------= r=__------ I =_--____=I 1=__-1--------- I ------------ , --------- I --------- r Z 5 W 5 a I 7 9 � r I, L 1 88 C 84 I 20. 00 I 78 49 '24 27. 51 1 b. 44 66 200.00 I 59 39'32 1 208. 25 1 114. 68 1 N Y {/ W W /��7727 46 �� t=f� ••V,. .I/ 1 1 1 • ■ I 7 1 1 1 1 1 7 • C■ 1 1 1 � 80.54 W o a O r \ 8.z b 85 20. 00 1 82 3b '42 r 18.84 1 17.57 1 I 67 I 200.00 I �6 20'S , I 91 .97 I 46.81 1 W o= ' G . 6 _ _ -54" s x ! y '� 10 2 q 86 1 20. 00 I 103004 '46- 1 35.98 1 25. 18 I 1 68 1 200.00 105 45 '57 1 369. 19 I 64. 28 1 r F Q 3 +�. q�. 6 ` 6 Q� h O l=J ..' gg� a T I 1 ■ I 2 1 I I I I •7 ■ I I 2 I 6 ti� \K _- 0 185. 1�h b 87 I 20.00 1 80 03 '00 1 X7. 94 I 16. 80 1 169 1 600.00 1 13 X1 ' 18 1 139. B5 I 70. 4 1 0 3 Z E, =w m y , " \ 0 ' 69 ?/ 3/ _ g -- \c � - 3 - -- O I 2 1 ■ 1 1 2 1 1 I 1 It I 1 Y 3 0 8 cf 1 g _ _ _ 6 v B8 0. 00 95 35 '48 33.37 2. O6 1 ---- '--------- ' ------------ --------- ' ---------' = a Z # 0 4. 19 N00'02'02•E v/ 161.00 s d:' \ I I 1 1 I 1 U U o = 144 -* 3B c b ( v s B4 I �0. 00 r 83031 '39* 1 29. 16 I 17. 86 I iS7 39 90 ''0. 00 94'31 ' 14• 32.99 21 . b4 ' I L 1 1 1 1 N = <� F��` �`tig�2 ^aF \�. 68 ,� G 143 0' �� R0 6 - ~ 103 b I 91 20.00 1 112.58 ' 28■ 1 39. 44 1 30. 20 1 +.- I I 7 1 . w 1 1 22 1 W 5.00 84 41 ' 1 1 36.95 78 r W O LANDSCAPE `�?i `.. 6 �• S �Dti �� 142 ""��O�h 'J 5+5 1102 1 1 1 «. 1 7l 13 T ' \ Q X103 1 25.00 1 94005 '30' 1 41 .06 1 26.85 1 _ _ �g j EASEMENT /4s¢77S y� - Y 89- j - k. �3 I 1 1 1 I � F-. o N LINE E C • . 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NO. 306 y W l # l 1 6 SIDEWALK RAMP PER STD. DWG. NO. 310 P.M. 919'2 W >,tl� 7 STREET NAME SIGN PER STD. DWG. NO. 402 �pfE � W �==~ LLY¢ _ DATE �/3 �- STREET LIGHT (5800 LUMEN H.P.S.V.) OQ k�l( APPROVED BY , 1ls : QUof3z I 8 SIGN R1 � ' F�' CITY ENGINEER R.C.E. 22397 W w=Q W 03 R f 5 _ NETHERLANDS VIEW LOOP - =_ W�J " ROBERT P. KIN6 DESIGN R�COMM NDED Q 79 STREET TREf ®RED Gu�1 p `C = ~ PER TQEE CONSt N05. 3/lt 1 D4 RJS ob S. W z 3 W 40 0 40 80 ==== € = = consultants, inc. CG `N=f¢�_ v y n- , //�w/a/ DRAWN 1355 E. Cooley Drive•Colton, California 92324 SHEET C= m jr w= J ' W 1 - 40 41 K7 ar -N�3:� o stole _ feet EXPIRES J `o N o 0 o x o¢o=U= LM-SAS ��,4) 825-2127 U =v _ Jr CIVIL OF .2.� ioos rn via =c OF CAL,FQQ� CHECKED ' z_ - __s R.C.E. NO.� DRAWING NO. DATE 3/5.'y7 FILE NO. DRAWING NO _ - 38 ,P r - 5 J CONTROL NO — OVERLAY NO tl• [,A'E DATE Itiv DAT( Release Date -- B c /100 yG, z'10 V4 BENCH MARK: 140PVI = IS47.3 y�� /� � PV1 10/99,s ROUND HEAD o NO. WALKWAY, y/ZS/88 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL SOUTH SIDE 1 OF HIGHLAND AVENUE ��s„af - - .. -FI ISt� CiI�AO 9 TCLENT m� N 1 v t� h o� % ` •; , o h �' 120' VC. ELEV. = 1485.617 will VA91A9LE - NDN STANDARD SECT/ON � ' 11 FT a a FINISH GRADE :' C CE m : r ,... a _. _ 149 5 IT 4 `IDENIf ICAL POINTSLT a 1100 VC ^� 4 �' { o :o• v I t PVI - 1501.07 - ' ,►� ti ! i -� EXISTING GRADE 11! EP :LEFT � i � ,- +w *A t � °* n I p �2, - - - 1 - h 1 E5(TSTTNB GRTTClFIB 7-C/L . I ! �1. ' PVI = J1148.310 ouy h I�;N bi,\ M ltd pp� ill: i � �� iEris �. Fsan.iNEI • ` O�� ��s�y �1�.. �6d'l. . _ . � i Q 1•;O i•I� r` � � � i - 1 i �' j O ,.`: } } -�-- -^•.- _. —+r— - . . _ -._ mar tt��. - 4 ^ 111 �iy � li$I � �ll� •�1 � N.Q. FINI H � i�.� v 3 a S ORAljE ClL iEs r a„awn VI= J 8 .,, `� _. ti� �'� TM ` EXISTING GI#i�lJND UL F P '18 7 S y. a44 1495 r ♦ L ftft PVI = 1501. (B tIDENTIC#L POINTS +♦ "\ ti € ; •, ..�`- �I� Pf{Vlgi�` .moi # h � . E +s \ H + 4. D -ea A► 2440 V.C. 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RIYE w F f" F N2 IW ti J wWo W Q ZO N Z n + r- o 0_ cuR CONSTRUCTION NOTES: Da�l- = ---.._ CUF?VE DATA W 3 U 6" 2:5 d Q . @ Z i a % � ---------------t"----------*"""-------------- ti N C v 4- ; Q2 5' AC OVER 4' CAB PER TYPICAL SECTION I NO. I RADIUS 1 DELTA LENGTH 1 TANGENT +W- �' SEE SHEET 2 CITY zszz;:rzzrrrzz;:srrzs:s:zzz;ssazarrrz;zrzs=:rr:; a ? a e � \11 ^ � '� ( ) DESCRIPTION OF REVISION DATE ��' t � Q o h'b 3 8' CURB AND GUTTER PER STD. DWG. NO. 303 APPR. 1041 33.00 1 90.21 49 55.70 35.22 E i i o 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 4 311 ��=ar�_ — ___ ___ 54.76 . CITY OF RANCHO CUCAMONGA " N 1 1051 35.00 I 89.38' 1 1 ' 1 34. 78 I Z C W a S z oW=_tea >N=:�T * '+ "--'--*---"----"'--"--'----"---'---* \ ; ` 7 STREET NAME SIGN PER STD. DWG. N0. 402 o o=a a " " 8 AC BERM PER STD. DWG. NO. 313 =W PLAN AND PROFILE STREET LIGHT (22000 LUMEN H.P.S.V.) ! 0 18 SIGN R! FOR QWJW o ' 3 18' CMP. HIGHLAND AVENUE TYPE GMP PIPE INLET PER CAL-TRANS FUTURE CONSTRUCTION D 75-14 (DETAIL P SHEET 3) QRpFESSIO P M 9197 W W S ¢= r'-1 P.M.Z � ¢ , Y � 5 INLET CONNNECTION TO EXIST STORM DRAIN �Q -- q� = ==wQf = PER DETAIL Q (SEE SHEET 3) a s APPROVED BY DATE 40 0 40 80 �8X ® TYPE Al-8 CURB PER CALTRANS STD. PLAN NS-A.1 c� % ROBERT P. KI � ` CITY ENGINEER R.C.E. 22397 11,= 401 - a bko, C041341 - z scale feet NOTE: SIGNING AND STRIPING SHOWN ON SEPARATE PLANS DESIGN = - ____ — RC,QMMEttiC?ED ZU Q W ExF1RE� G13of4/ RJS C z2 Y 5= Y, S _= consultants, inc. CIVIL c4 i w �lq �a\Q DRAWN 1355 E. Cooley Drive-Colton, California 92324 $HE E 1 o3m (714) 825-2127 ' a ,,� \FLM—SAS 17OF 25 N CHECKED R.C.E. NOZOVIS'/ DRAWING N0. U Z v y to via Joox DATE / ? BB FILE NO. 12 1 5 SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR m CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS OURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE \ N j LIMITED TO NORMAL WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE HOLO THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANOALL LIABILITY REAL OR ALLEGED.INRESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR \ f ; W CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN Trioh� FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE V V `�1 00 v DATE PLANS. V 4 .�-► RO UT T. 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N CD 0 Q GD Td 17 (v �;m m m mc) z m j6 tt , - c z Z v � + 0 A` .v C rr �� � • ' Al SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF - . Cq (V g ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ( fD LIMITED TO NORMAL WORKING HOURS.AND THAT THE CONTRACTOR SMALL DEFEND.INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE N V h HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANDALL LIABILITY REAL OR ALLEGED.IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR A CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING (D USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN -� FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE m v aD -- BATE PLANS. -J v KOK P- KING mz C061344 (D .._..... ...... SEE SHEET NO. 6 _ , ssl Y s W " ' f f L I , L 7 f I -LA stn II I r Ir 043 Ul c I I ! m — / I Mm s �CA[ AIReAtYfwvE M O i ..7�.: .. Y eb v ' I f i f Q " r � fir► ;' i � ( �, .. , .. . . .... . .._ _ ,, < .. .. :. , _._.--- , ,._ >........... . ..__ , 0 0 � f ; y O l � E _ too �_. -42 to J r � N : r t I -__ w cai 70 , i <<. <. ...:. ..... .. , i O , , T O _ 4 Z o f O W / I < J d D o I o � z � - » rrn rn , w to > rmn to `. < , a F Ul 1 Q� e R jl .....,,,_ . . _ ...> _. _......_ ,__ , ._. rn o ; n n n m \ c o 1 ` ul Ii oO C7 O n < O D m z D r r z < -,� M m .�. �1 T m ��l;jjluilill ' D >� � Z AATCN LAEs _ ...._...�__ T O v !9b0 O Z SEE SHEET NO. 20 T > 4 � -< Z o = zrn �r o I�'iil�'III 0 > n> _ < _ " o n � - to = i a � III SII � � Z � Z _ m pa 01 m rn V GSA •v Z I ► < z �nz > O a C Z Fi ,Q ._ _. _.. ch a o p � �O m a m m � Z m II _ , _ 0rnr ' . .. �.._.. C) alit Z o �^ G7 0 Z z > n i - c' SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES CD SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE I UMITEO TO NORMAL WORKING HOURS.AND THAT THE CONTRACTOR SMALL DEFEND.INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE N \ r H HOLO THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANO AIL LIABILITY.REAL OR ALLEGED.IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING USES OF THESE PLANS. ALL CHANGES TO THE PIANS MUST BE IN q� e FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE a6 y V Q -� DATE PLANS. v � ROBERT P. RING )R{Z C041341i CD ME 9cm- >£T IViC)►. f� - .... ..._ . ... _.__... : _ .__. } _, ......:_- �._..: :_ ....._-. AR11TC M L♦ASE .............. +......,. . - so+oo amass 60 rq�pp , 3 /� _..._.,_.•....,,.......•......e..:....... i. ........... .. i.... a.............w.. ...._.,.,... ......._.._• .♦. ♦ ....•.......,... <...... .. > ... ♦... • -7'T , _ .. .. ......- --.. ...._--1-., •......._•i..,.•._..._ r . i .00 ch .. 1 t a L , < _. ��.. Vi 1 Al N r - ,n p r� OIMP rn Z - _ ., o _ :__.----- O�10/KED �PE�fifA'6�(LA� C ------ ----------------- - Tyl r -� .� 0 ; { o o Y 8 i i ' •} , ... ♦,_..... 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OAT( Release Date BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER y/ZsIBB DAY FLOOD CONTROL CHANNEL, SOUTH SIDE -� OF HIGHLAND AVENUE. ELEV. = 1485.617 s < < ... ..•...a ISO .a. e .. �✓O i PVI= AS'?S.60 8 A f ' ° Paw 1503. 7,0 v PAS' we it i k .. .. _ ,. ..._ .. ... ..- .. a w e L#505 o w _ _ .� 1530 3 j EXISTING GROLf4D N � A!n Cv1►RIf�3 v ° EXISTING Glt01ID Off, o a • •--- Vj ta IDENTICA POINT s$ N •- fV 5' p ^ h / fIN/4t 61�A0E 1 /75' i 12' C/l yI `O N �� VI+RI E5 P:I jAV 1 tn � 0�/b f 1NZ 6H G� n p4E O N till E)(TSTTNG rwduND I � � /� f VRRIfs g' z0' VARIES IDENTICAL POINT b — ''"°'•- - µ 9+► �. 495 . .._.. .... a _ .. �. r .. F 15,10 FUMRE JAMf \ FINAL F/NISN FINAL &RhVE _ SURFACE kn to VRRIES Z,I ('"I 3. � ; / INTERIM 2�1 SLOPE TO ORYLKNT INTERIUM GR/IDIN6 EXIST. - SCALE: HORIZ. '1" = 40' GRADED PRdFiLE 4' EAST OF UNTERLI11fE INTERIM 'TYPICAL SECTION FOR 6RAD/NG VERT. 1 " _ 4' EASTERLY EDGE OF DIRT ROAD ROCHESTER AVENuEQ - i 3 1 1 N.T.S, 60 61 62 63 64 65 66 67 68 69 HI HI A�' VENUE, SEE SHEET NO. 17 I , a SLOPES TO BE SEEDEDI � SLOPES TO BE SEEDED � � M/NATIVE SPECIES TO SEE ROUGH GRADING PLANS _ M/NATIVE SPECIES TO ) CONTROL EROSION FOR TRACT NO. 12643 f .� CONTROL EROSION f RIW -1m" I CONCRETE BLOCK PERIMETER I SEE ROUGH GRADING PLANS r-< CONCRETE BL PERIMETER CV 1 h MALL PER 6RADINfi PLANS. MALL PER BRADIN6 PLANS. N FOR TRACT N0. 13562 m O 2 1\ V o OF U,w ti Q/00=q(. CF.S \ - - =� • : : + +ar-• �.► ,,,. a O W _j W y SFT .,. V = 3.49 FPS _ ,77Ff5 TS = /� 3 o e QF'►is� ; V-w ON =0,90T5 TS ' \ \ R/W� Dy _ 50.75 R/W4 � - � zUj u i w .ems 6,Qgo * — _�_ — S�' W =w U J ~ W Ey '� ® Vj QROf ESSI pNq CL W f 9B r!i- -. . - �. -..... .� C7 .r /� y4 1 \`� c--• - - ____- --•- ----•-•-•-•----------•------- -- _ 14 �� -•-• j Z z z vI s J - ........._ -• �y - - O� �i, s�y '1 •►� =p es t.. � yC w> c—r L�6' - CIL \ UL , o �' L 1r m , " �1Rr ROAD o I R00 _ < Z o C9B• ,.-� -- -- -- -- -- - -- -- , -- c� ROBERT P. KING a rr - w O _ _ D CL Uj J-�0 CIL f — A� _ a gT �y $ g NO. C 041341 a AJE q. PLANS �0' y v 'o o N 2 R�CµEStER cIL v h SEE STORM DRAIN PLANS - P.M. 4192 F ' 4 �1�F4 EXPIRES rz W o= 6D+p0.00 N 16NL pNp AVE. . ' v r w o m 0 = F o g 5 p;18.23 b y R/W P/L Lu Cf TNIUTOFF WALL R�� r fJgl£ CIVIL R�\P _ s OF CAL\F� y,W O � bj + � Q B�CrF1LL-( D �O� 0 e < V `Y m 24' IC.AtP �01I RIP-RAP.,\/ / A ( A Z Z V' r O O=ui f Q ,F.l. OOi 2:! SLOPE , Wcc r: v) Y+7 SLOPE ORCM r'. - 24• CMP �— ' 1 V 3a ► REYlSEO TYPICAL SECTION FOR GRAD/N6-ROCNES>'E,P AVE a o o '�_/ g• I� AY EIMIC CAYSG[T�4MfS, rwc 6/6/89 to_8-89 T � . 0.i ' DESCRIPTION OF REVISION DATE CITY APPR. SECTION B-e t! ANGLE VARIES -. NOTE• _PL__N FOR ULTIMATE IMPROVEMENTS o Can.AMr*o/�511l� _ NO SCALE arr. A,No/ CITY O F RANCHO C U CA M O N GA SEE SHEET 3 oW=LLQ¢ ;a�`J v ROCHESTER AVENUE WW `�°`�' �°• _ curoFF wRu y NOTES O r� iy = o DItcN /E SEE THIS SHEET FOR INTERIM Ir` a T,, cvraFFWV � h���� INTERIM GRADING do IMPROVEMENTS W TYPICAL ROAD SECTION INTERIM a ' FOR pv�pQ ��- V/ 2- 19 BARS N U > Z:t SLOPE OGROUTEOL RI/-'MP Q j• I , FLOW `INE c.L>r,�►e` ROCHESTER AVENUE zU���o�W � H • o:: C.13o u ¢<¢_ Ef:I SLOPE CONSTRUCTION NOTES: -o--o � O O :j'' 2N o=o c=F I ` D 4 `� o � 01�T NLGRAOE, � � Call A01001 3-f� FCOV LW LAO*---� W h f=Q=_ SECTION A-A p o B - -- --- I P.M. 9192 Ws/0 9d'Elbow Z © INSTALL INLET STRUCTURE PER LACFCD DWG. NO. IALET/ o°o �'- rRxr -- ---- t H c o W o¢ A STRUCTURE GROUTED = a ¢ 3 W A ( 2-D265 (MODIFIED) PER DETAIL S (SEE THIS SHEET) T4 RIP-RRP CALL _J a APPROVED BY DATE S COW. Ca it lKlO! – W ® Ts cu1oFF wKL � 4 �& CITY ENGINEER =- R.0 E. 397 INSTALL 6 THICK GROUTED RIP-RAP DITCH PROTECTION O a ✓a. W== - - ==moo z • It, O _ _ _ — - - �a DETAIL R (SEE SHEET 21) FOR INLET STRUCTURES 12• ' � � `- , 1 ; M/n � DESIGN _ R OMM -'��UED >3E , ¢ 6 24• CMP o r ' RJS W=o =d d fi g �° �� Canc Cabr- SPO-C-,?000 === = _ DRAWING NO 351 - -9P- SI - CONTROL NO ,t 37 y�f OVERLAY NO ,737~ y _ w n• ;,AT y, QYTI �yr DATE Release_ Date z/y/tee BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 3 /s�BB i t 6.5' WEST OF EAST END OF BRIDGE OVER CHANNEL, y/ZS/B8� j j DAY FLOOD CONTROL C , SOUTH SIDE L i OF HIGHLAND AVENUE. 3 ELEV. = 1485.617 a E ,y( .-w + 3 ..,.,...<, ♦ ,..:.w. 3 ,,.,__w ..w.,,,.,.._...,. ..w„ ,.#-.....__._ti-.....................w......,,,_+_.,.,~ --....._, >< - :.».. .,.,..b.--- .. .+,-,..., .... ,...w»,.,....s-- ...., � r .,w.. .a. .,.., ro-,......,... ,.k .4_:.. } i , E s i i t I Vit. 1550 p a I I I • • 8 N k STING GROUPCD f : _ N J ? IDENTICAL PbIN t } 2 I i 1 f E 1 543 f EXISTING 1GROUNl3 . i SCALE: ., i WOR = GRADE 'ROF1LE — 4' EAST OF CENTERLINE � � VERT. 1 4' EASTERLY EDGE OF DIRT ROAD 69 70 71 72 73 74 75 76 77 78 79 MT wtif SEE SHEET NO. 9 M.. _ T �r INSTALL 516# lW-S3) c' CONCRETE CLOCK PERIMETER NOT A THROUGH STREET CONCRETE BLOCK PERIMETER � , MALL PER BRADINS PLANS. SEE STORM DRAIN SLOPES TO BE SEEDED WITH � MALL PER GRADING PLANS. AT VINTAGE DR STA. y8*50.00 ,EAtD -. PLAMS RM. IIft ( NATIVE SPECIES TO CONTROL SEE STREET PLANS ' Y1�116E 19QIVE I � ,� 59.6 PIPE INV, 73.11 PIPE SMI, LOPES TO BE lsEEDED (II f ; SAvaoVEMf�rs EROSION. Sf'y, e sso2 F�. vfrc� TRACT NO. 13558 78+63.13 70.17 F.L. D/rLN ATIVE SPECIES TE CONT OL SEE ROUGH GRADING PLANS - CUT END OF CMP EVEN I— CUT END aF cMV CONSTRUCTION NOTES: 9ivo_ EVEN w1rA 01w LL+ � EROSION. ;# � � � I '� $ �+ I 9icb- y9,7GF3 � � WITH DITCH - 39.DlFj� ) w o Z FOR TRACT NO. 13562 F I 4/eo= 22.4 6Fs v ( ; V =�•35F.R9 W SEE ROUGH GRADING PLANS v =8.08FF4 SEE STREET PLANS : >.�1 �P£ I SEE�ROU6H GRADING PLANS E O W"' T v - 1,,a3 BAt KADE PER STD. DWG. NO. � o m .+ I „�� D� . r o4' h v N - TRACT NO. 13554 ��; L=16' Dr = I31 FOR TRACT NO. 13554 ) M W W a r RA✓ �� 75 :� _ ^ T5 FOR TRACT NO. 13558 + ��`s � � 76 L 16( INSTALL 2• X 4' REDWOOD HEADER 3 o CV , t �rt� ,..,,E. ,,,,a.a. r 1 I f0 I \ 78 RIWi �b..� �' --..�.�� 1 ��"� ,�� _��:�' ������,� INSTALL INLET STRUCTURE PER LACFCD DWG. NO. Z WZ i - • T_` —, � iO 2-DM (MODIFIED) PER DETAILS (SEE SHEET 21) t W W -- - - - .' �' .; - o - - - -- -- ZQ - INSTALL 60 THICK GROUTED RIP-RAP DITCH PROTECTION O = a .• TT W W ~ W ao `' ~ __ DETAIL R (SEE SHEET 21) FOR INLET STRUCTURES Z1 o x l� 0' �``' . - ri.�r' - ------- yA �� DIRT . T8 .15', DIRT :• T8 5" Tc • w m f y. s''Q...-, 1 - N ,.�- -s�o _ -� ci[ 78 76 ti1�i 1" a' �i t�1 75 T7 uL 77 n� ]S y `. J .,► 24 CMP = a x Z oLU F' 74 ROAD 77 78 ROAD 77 1' f - CLASS 1 (TYPE E) FLE'X1MLE POST DELINEATOR -- - — -- -- -- --- — - - -- - - - - - - - - - - - - - - - PER CAL-TRANS FIG 6-31 1 100' SPACING. O � w W W m<d �e° appy. roti R/w p3 4J ® CONCRETE CUTOFF WALL PER DETAIL T (SEE SHEET 21) fV z W Q: Z �Zm - `C O _ S SEE STORM DRAIN Z =Z PLANS /.M. 1192 v h N c g ~ t ml- a J V � �N , �H � ZOz � � o � �� -Z ^ 0 S N I t1ir3g 'V AA< < ti �+ h ovt. hw �Q V �' DESCRIPTION OF REVISION DATE CITY t\ 4 vi M ti APPR. m_ Wo= Q � CITY OF RANCHO CUCAMONGA =LLWa NOTE m O� C Q oQ- Z FOR ULTIMATE IMPROVEMENTS z J Z7 SEE SHEETS 4 AND 9. -- INTERIM GRADING & IMPROVEMENTS FOR o �'oQm� a NOTE: = �_ ��o�W ROCHESTER AVENUE ROCHESTER AVENUE � =�=¢aa� � SEE SHEET 21 FOR INTERIM P.M. 9192 =�f=W TYPICAL ROAD SECTION. ?IQ ESSIp INTERIM COQ kq! APPROVED BY DATE /3 � oo Fo¢ U SO �� Fy CITY' ENGINEER - R.C.E. 22397 40 0 40 1"' 40E h ROBERT P. KING r^ DESIGN — —_ _— —_ RE COMM DED _�� ¢_ No. 0041341 �D R�S JjobS. k°r Wo �cQW> ==LLW scale feet rn In O W id os' co CC C c ♦ /. consultants, inc. G rt r� EXPIRES DRAWN 1355 E. Cooley Drive•Colton, California 92324 SHE (714) 825-2127 CIVIL \� 25 <oz000... a —��� - =U= 22 OF J�ooQ FOf CAL\�0� CHECKED R.C.E. NOZoel.Y41 DRAWING NO. c �Q�= DATE //06/B8 FILE N0. 12 DRAWING NO — -- CONTROL NO OVERLAY NO �3Y rw d• ;;A+f tl. JATf IBr DATE Release Date BENCH MARK: NO. 140 $ ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER y/zs/88 I . . . . . . DAY FLOOD CONTROL CHANNEL, SOUTH SIDE } I OF HIGHLAND AVENUE EV. 1485.617 , DIKE . �- (( - a i I e > < , , 3 ., .�.. ,,,.a o .,,,_...:.....,e..,,-.-._w.._,,,,,....a..,..., -»-...,.,.......n -,.w .,.w..,,, .., ...a--... », ..:.....,,-.a.,..,......-...,.�.-.....,.-.»w.-.... �--,..' .. ,.»,..-...�-..-,.,._.,.......,., _....---�-- »r.....................-.».,. ......w_._.......«,...,--_:»...... d w_- ..,.....,.<..-•- .d. .-.� a-. .+..,...,.,. ,..t. � ,...f. -.,_ ...,.. e-...,....,...,. ���V £ , S t : ! � �.r E 9 < t , < : I S`E I � D EX (V LIN . > < N� � } s > f b f EXI 5 111415 01<100 1590 a e i £ , , < ..... < .,.,..jjjj.......,.,.,..,,.....w...,,..,,,,,a...,,.,,..,w..,.,,.,.,..a--„..•.w-..,.,.,.,..,..:.:.,, .»:,:._..,,e-..,..».,j[[}j(... ..•...a.,«---...w..,..»,.....w.......,..,i,.....,. -,..,.,»w -...r.,..,.,....w.. ,,..,..i..,.. w,...,..,..,b ..,•., ...a..,.:-.�--a. ...,w. w- -t..,.,.....-.w.,,...-„c.-............w...-,+..w---.»..w..,.v.. .«-,-..y...»..„„„6...,,..,....q-,..».»».w..�,... .....,.«„,...,...-.w..,.,«.w....,...., M ij E GYI Y.C, R wheE DIrtN 1 } + I 1S 1 �I G #D I y � I CAL'PIIt tflT” t F e � I O < 3 , F .. , I > -moi)•R'r/�)l „�.....«.,...,», <.-,..,....w...»,,,... ,»,.,.,,,...«..«...„i-.-...-....�w...«.«,m--.--.-..i...,»».r-r--,.:,.,...i.,.,,,,,,,..ate.......... .,,....,r-,.....„..-+...,..,,,,.,,w--....:,...„,.,.,..>�..w- :..-e,,,,.,,.o..a....,, } I I , . : 3 S t A ff 3 ! F r y90 { o r f ! € f f ' t qq , • . - SCALE: < L HORIZ� 1: ' kOrIL'Et�RI DED � — 4' EAST OF CE11�T�RLIri1E � � � � � � � � 0 t I 4 VERT. E�EASTERLYEDGE OF DIRT Rt)AD� : > , 79 80 81 82 83 84 85 86 87 I T' PT, r n. _� ., � x SEE SHEET NO. 24 NOTE. : . r�., t �� X '. .. A114D.D. EASEMENT NOTIFICATION OF MMD REQUIRED AT LEAST 2 DAYS PRIOR TO WORK IN THE _. 07.1 PIPE INK �.,,».e�.�.,_,._..w,� .�w..F..� SLOPES TO BE SEEDED N'I TN .,� VICINITY OF THE 96• MATER LINE. 91+7'1.51 AS�SO F.L. DItCiM - I � � 40 40 r {� t � NATIVE SPECIES TO CONTRDL , ^ ��� , 1ZL C.C.r»tD. WATER >! � NOTIFY: ART KNOOP CUT END OF CM f EROSION. - ONCRETE BLOCK PERIMETER MA/Ni7RotEtT /� v ( CONCRETE BLOCK PERIMETER I EVEN W1rN Drrcw I � PLACE) OPERATIONS SERVICES BRANCH MALL PER BRADINS PLANS. � .- SEE STREET PLANS MRLL PER 6RADIN6 PLANS. I I � ` '1 !2131 250 6432 ����•.»� I TRACT NO. 13556 ��'• groo= ,Zt9 CFi ,_x `'F }'-----'�_ 1Ldo.5 prvE 2XY , I Rlw ff p W w ( 6 v _ 17 7,/I Fri 3 SEE STREET PLANS � ' 8M+34.49 98.34 F.L. Ofrt/�'` SEE;?ROU6H` GRADING PLANS �6 1i a4 co o=_W ) o” - f8 TRACT N 13556 ti Qian-zGIcfs I w�H DDTOH cMp EVEN FOR'.'TRACT N0. 13556 w N SEE ROUSH 6RADIN6 PLANS I L,0 FP5 W °= N m= g FOR TRACT N0. 13558 \ "" ,�r� :: t=lb' o-_ /� �`�� L16' zlf.� 3 W U) � a~ N t 71-1!Zi s „ ~ RAW ."` _s.. -- V— Rw LL1. / � : ... 1 N — — - - - — - - - --.. "-. - 7_7 �- -_ - - - w -ww -- - - _ - 1 Wo~ d �� I W W z 0:51 _ ,� DIRr v W ~ ~°_ ° T8 DIRT �� ti' J � ROAD TS ✓ 1S.r c/< ROAD TT ,,� ,. .� _._ ... t wO=w — - -- - - -- -- - - -- - -- - - - - _. _ _ L W O • CL W J �\ �A1 \ S a �v W W `<g E�. ���' Fy \ `�' \ b \�h• �� W Z I V IV z _5 l,V I I �' ! • � V, zy Wm ... III � Z2 O to 11 C'I ~ �W� o z ° =o= . 1 -4 4 J R,rArE ItS.B.C:.:C2,49 :D- PROPERTY y R��Y�� _ A. - Fs . CL a F �A�fp xN t W52 V or= 3a 'l CITY NC. PIPEL INE 1i DESCRIPTION OF REVISION DATE APPR. NOTE: L �Q o� I !PROTECT /N PLACE) m_o�W- CITY OF RANCHO CUCAMONGA oW=�W� % FOR ULTIMATE IMPROVEMENTS / I I I ll 3ar2CP / SEE SHEET S. 1✓L= 90 = oWW �= oQWoamW o NOTE: i i INTERIM GRACING IMPROVEMENTS o x —II — FOR a W SEE SHEET 21 FOR INTERIM � 9 SEE DAY CREfK D►IlE RELOCAT7�M AND BANYAN w f AVENUEI CNANAEL CuLVEQT DESr6N I.M. 9191 f0>P DET/!/Cf ROCHESTER AVENUE " TYPICAL ROAD SECTION. ROCHESTER � oo� P.M. 9192 INTERIM CONSTRUCTION NOTES: QRp �o -FESSIO ! APPROVED BY DATE s"/3 =o o� U I '-7� R.C.E. 2397 40 0 4o so �� y CITY ENGINEER W =o W a= ® INSTAu 6" THICK GROUTED RIP—RAP DITCH PROTECTION 1'E= a o' `�'' _ _ DETAIL R (SEE SHEET 21) FOR INLET STRUCTURES —" stole feet w ROBERT P. KING DESIGN ~ = U N _ I-rj 24" CMP RJS = consultants, Inc. En rih No. C 041341 = = oL,S• o r W¢m 30=J w CLASS i (TYPE E) FLEXMLE POST DELINEATOR -fit oaN 1355 E. Coley Drive•Colton, California 92324IXPIRES S N E E 1 i (714) 825-2127PER CAL—TRANS FIG 6-34 0 100' SPACING. LM—SAS to000o W oG m=¢ WIg CONCRETE CUTOFF WALL PER DETAIL T (SEE SHEET 21) �,� ���• Z3 OF Jr U z U v � CA CHECKED CHECKED R.C.E. NO.Gp�/J4/ DRAWING NO. C40 OOC DATE FILE NO. 12 I s DRAWING NO �_$1 - /� P- S3- CONTROL NO OVERLAY NO ,239 w b• Udil B' 0lf br DATE Release Date Iv/.6?19 3 � { O 211 F IN TERI z< L D F I 6kTION E I BAA D _ BANYAN STREET f GRADS E { I !' 8' Noah. , f i' $' VERT. 1 ! I I t f { ! I STING RD(JNDC. I ( ST 8 , t Y �F� 3 ttt 1620 t 9 ik � � � 1 • : '`� : . . , < ' f : : : : : •` \_ +ice y � � : : � 1 > > e { v.yam / I '�`w'j ``yam' �".:—.__. o...—.,�......--+.—..,.. � � � - - .. - _........ ......d .. _,,,..q. ..,,. ,_....w .. ........« .>... .._+.. ..... ._>. ... _ .� .�.. «. ..w... ... ... .. m .. ----•. : `}} - -a-. ..a ,,.> ........, ., o-._...., __...... , . ( < < > > E > I i ..: .. .: ... > 1. .. F F , SCALL: i HORIZ. 1�' =� 40' GRADED P OFILE — 12 NORTH 1OF CEI1lTERL N'E k VERT. `1 _ 4, F.L. OF DRAINAGE DITCH 40 41 42 43 44 45 46 47 48 49 50 — _ 51 REL 0C,4 rEo E NANY,4N D lK P R 01AN*eZ C[!L 0l� R&OC v qN p S.B.C.F.C.D PROPERTY — DE516N /h 9/92 M.W D EASEMENT (y0') IB" CMR L=30' PEI? DRY CREEK � SEE DAY CIPCEK DIKE RELOCA•nov Ex15T. M.W,D. 46" COAfC, PIPELItrE EXIST. CL.WD. Ib'' C/r'IL fW WA MAIN DIKE RELOCArIOAI ANP BANYAN � � � AND BAArYAN CHANNEL DESIGN (PRO ccr /N PLACE) ,-(PRorECT l# PLACE) Q/o0 = /3,1 CFS P/M. 4►41L CGILVERI OESI��✓, — 3d"� \ Lirt: 9/91 • o ,, , ^ V = 1,bLFF� / \� • 1590/07 1 �Y. " o .y0 F O z Uj w I- o �mW NZ - - - - - - - - - - - - - - - - - - - - - - - - -�� T— W J Uj — - —- < _H�F_ — — — Z wwc F C/L .}I `1, W C/.c y. MANHOLE Z S W S a Z oe ,�� � �, 1 t \ a +c IIrRT t w ^_'W w () h \w 4 Ih X11 S. 1� S' � a<; Y� 40 h � M 0� Ay 8o E w \ �� RO =a 1 F' f \ f F� �� F�' \�' �a �' '� \'� `' k ��' ti' �� f!► \1' y i �1`f 4 +1'F F4 br to w 0 4 QC7 � <� - W 2 Z =w m //Z�� ,• IY ' '� S �l Eb ^1 I\�1� 'ti Ii ►i ^�( f��1 C/L �& U � 2 1 �b - - - - - U0 Z- X77 LU 0 71, Uj t z J= M.W D d W > o m .- 8 S OET 4. 23' - o 0 N > PROPERTY SEE ROUGH GRADING PLANS ' i- o_ SEE ROUGH 6RADIN6 PLANS C r....:, E •f' ` `�~ Z FOR -TRACT NO. 13556 FOR TRACT NO. 13556 M t S fIDDED C#MN LINK SATE ANO MaDIF�ED SAZRICADE 7119IN V 3a WOOD ND COLI �Y� � BY ENTEC CdNSutTNNr5, XNC. DESCRIPTION OF REVISION DATE CIT Y mWo= , APPR. ¢ oW- CITY OF RANCHO CUCAMONGA oW=LL�a N NATE: „ W Calmar U W¢¢ W y==W FOR ULTIMATE IMPROVEMENTS o o J W SEE SHEET 7. INTERIM GRADING jc IMPROVEMENTS FORm cc 3E W W CONSTRUCTION NOTES: _ BANYAN STREET BANYAN STREET zS t=O W coLL<¢a¢= P.M. 9192 ~ a IMMMICADE PER STD. DWG. W. X04 14' PIPE GATE PER SBCFCD STD. DWG. NO. 209 INTERIM 130 I'/' WIDE CN,9ir LINK (SATE PER CALTRANS OW6. ASO. A78-A-1(N-4/9 �oQ�QFESS1pN�� APPROVED BY DATE = `LLN=¢o; SEE BRAUNG DFTAtt-SHEET 1Z5 NOTE: Q CITY ENGINEER R.C.E. 22397 _ _ . :E =W` ° NOTIFICATION OF MWD REQUIRED AT �� y� 40 0 40 80 S v —moo ' _ _ .. -_.__.. LEAST 2 DAYS PRIOR TO WORK IN THE ROBERT P. KING - 40 stole feet DESIGN JS - - — _ CbsM NUE U RE oh=c �' � VICINITY OF THE 96 WATER LINE. No. 041341 = _ W=� o=J a __ _ = _= consultants, inc. C ;Hurn " ;oa�a�W E NOTIFY: ART KNOOP ' Q W. `¢W _ DRAW N 1355 E. Cooley Drive-Colton, California 92324 2 ooN=;=8 I o OPERATIONS SERVICES BRANCH * EX (RES G �A/9i c�,4) 825-2,27 SHEEI cl 1,213) 250 6432 �o�_ W � so¢o��= _�W Efr CIVIL �� LM—SAS24 of 5 , C, EL � f =o h `J=o¢ lF 0� CHECKED R.C.E. NO.CO!/J9/ DRAWING NO. Of A \i DATE 1101, ' FILE NO. 1 Z 1 S DRAWING NO •��L- gE- Sy CONTROL NO. ,Tyo OVERLAY NO. J46 W H UAT( DAY[ 8' DATE Release Date } 1 I PI/2= 23.0 # r i t 630 , E E > - � EXISTING 0#01.10fl It k T I i < , F 1 t17 h f IPA'/,!t/ A4E ,E9 1/, � * h ''�•+- 1 1 i eery ~� F .c• F � t � a i tt .. , .....a,.,.,..,...,•„„..,.,. ...i--..,a. ..w._.mow.....--,...A....e.,....s-.-,. ' I .... .. _ - .... .. ........... ....... ... ...... ........ ...:.. ,.....:.:. ,a.:.:.... ....._.. ..... .w...:..... ............. ..< . ..,. ...,.ro,_- .e...... a .....,b ......... ... .. .. • �� ,., ...... ..- ............ .:....._..... ....... ,,..,,_ ...�... ,...w. ,,,.... ....�.,..s-.,...«..w. ..,,. .,..,.....•._.....,.r.......,.w.......w.... .......e„ ...,...-.w..�......• .x. w....._..». ...,,.•..... � ,...,,....w . .< ....H ,x .... ..< o .a.. .w + jT(j��= t E i t E i f � 33 £ f } i 7 1 .. ..... ....-. F - ..... e _.. . .. . u .• ..w � ,_. .... a�..-_m.... .. _. . GRADED Q R FLL IL E iZ . -. .•....,_.,.__-__..m�.�. ._��...�..� .�.�.�._ ..�.._ / F.L. OF DRAINAGEDITCH , SCALE: > . . I HORIZ.� 1' — 401 I } VERT 36 37 38 39 40 TRACT rAPRO VEMEN73 rNTE R 111 SM PROV6MEMT3 S.B.C.F.C.D PROPERTY x .r� ~ EYIST. M.W.D. 9i" EXIS r C.C.W.a icL" C.AT +W WgMF ^*/# ` ©� �� � � /IIW.D. EASEMENT LONC. P/PCLINE �� yf- r W14 LPllerrer !N 1LAtE) CIDP (PROr,CCT• IN /LACE) �''-q y h 4 V 9ioo= I3 tF5 Dv=0•y� DN460NAL BRACE V= 114 F05 PER CAL MANS STDs �nD civ aosr i" ABOVE BJF*CE — — — — — — — — �'�c — — — — — — ---� � S"2•D. CONNECTION W°` CONSTRUCTION NOTES: -� Irk GATE POST 0=W ��'F� s'r.a Posr Uj N x 1 L -- W J W,j F 4 - 7 -- Z20 - ,' 7 3 = o fdARR1CADE iFER STD. DWG. fMO. r04 _ Zk_ F_ - - - f - Y • p V ,,=W SIGN W-53 (NOT A THROUGH STREET) - cILl b �' . t S N S a INSTALL 211 X 49 REDWOOD HEALER ^ �� o � h SEE SHEET b FOR �'fy �d ti0 � �o � ik W W y � = x�a IMPROVEMENT DETAILS 80 y y\, rel (n N © 80 I'1 WIDE C~At LINK GATE PER C1r4LTRAA'S DWG VO. 479-4.1 e0zly#) _ �1 V o SEE BR/4C/NG DETAX THIS SHEET F11 • Z Z z A> 73 td l 8 U it�x> f OS RRUNG DETI'F1L a. SEE ROUGH GRADING PLANS N = g MW D. PROPERTY I v ��� FOR TRACT NO. 13556 W 2 oc Wo=m Pr W R ._ "Ti E- s ( o E- LL W� Z 0 Z LL C9 '. FOOzvi 6ka u y1 x ADD£D GNA/N L/NK 6/!TF ANO /IIOD/P/ED LS/1RRYADf V x 3 a Sr E/Y7'EC C0.9'SULTJlitJTS. Te,(C. .7•a DESCRIPTION OF REVISION DATE CIT Y APPR. oomz-z CITY OF RANCHO CUCAMONGA v. 2 O m a z o � rn-- t Q . o= o o W Wo<<� _ _ INTERIM GRADING do IMPROVEMENTS � Wo>=_W N FOR t J BANYAN STREET ¢ �N��Z~ NOTE: MOTE BANYAN STREET = U=`U O'W o `=y==�= NOTIFICATION. OF MWD REQUIRED AT FOR ULTIMATE IMPROVEMENTS P.M. 9192 ~ J�=UW=W INTERIM LEAST 2 DAYS PRIOR TO WORK IN THE SEE SHEET b. ' VICINITY OF THE 4b' MATER LINE. � IJfESSI mo=o=W SEE SHEET 24 FOR INTERIM �QQR oh��e�' APPROVED BY DATE 5 /� Pr NOTIFY: ART KNOOP y CITY ENGINEER R.C.E. 32497 °� OPERATIONS SERVICES BRANCH GRADED TYPICAL SECTION 40 0 40 80 ti 1213) 250 6432 ¢¢ �CQ x 1Er= 40E stole _ . ROBERT P. KIN DESIGN 1 = _ = Rt�sbM�vIE�UEU feet RJS — _ - `� __ No.C 041341 consultants, Inc. C �* i LL ¢Od�z�'U• DRAWN 1355 E. Cooley Drive•Colton• California 92324 $1IEE.1 O o o o i 3 IRES LM—SAS (714) 825-2127 25 of 25 z �r=z3zvo, O �s000g „ a CIVIL V s U a Zf U�J�oo¢ CHECKED R.C.E. NO.GDO/J4/ DRAWING N0. CL. fA t J Z U Of CAt�E� DATE 4/ZF oB FILE NO. 2 ( 5