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HomeMy WebLinkAbout2219i I I 1w "Iwo I 16b.- IF 11�11110L WON If I is, 011111 i IT' Ilk! 111111111 IF - w 30 '3,1 ATI a 4 $ A R I v 29 28 32 0 Mk I "Em 4"* !WWWw 4 MOP *As MOM* Allow mus MWMW 4's ANN 000000 46000 4 INIAL11 oil E2:4101 :0021YA111ilt TA— TPA Am AMEN ICE, jr i IV 1041 2.1RUM, IND a a .. .. µ ' •: � is ',� :. 5 :. i b r k W � � i v 9 x a � , a w m a e > k ion. Amo WON IWO Ala I. E _ t E3 e E3 E3 E3 0 so ME i moommoom wommom .,aam s v I I I I + __ -- - -- . ......... --- 011101 M Aw ,.. :. , I No 10 - 117114,56 i IN t 4 I 3 LWT 45' A: l�p I Sol ' ... t t N � t r w g q f 7 1 a ' » r fit, MASON!% NOW am, WCAGA"1107-11 a s z r 0 INNER Iff i NINI K41017 IT I ZL I i fm I kla?�Ik I IS N A 1:9411 11 VV f l � * 0 ,gyp, s * .�...» ,.�. ..,.,. _ ». .»», .�,..:: ». », ,,,,.tee.,... -. ». ... ...... .... -- .. -... o, : .... : 1 330 4 1 RL c L -'' US �I .. _- a II [I .. L A ' a; 4 F [01#1 z i**1 1 1101 Est WiC 11 low* 1053 90i I 14 IOLA N 11941 t f0l 111 a i i v 101#1 1 "04 1 M may, 111M , . ELI I i I ^ 0 gill a t > Z »= - b 4. b. II IF C I s v I I I I + I - - ZW At - IN t 4 I 3 LWT 45' A: l�p I Sol ' ... t t ',. » r fit, MASON!% NOW am, a s z r : I -'' US �I - tIMICKIR4119 �► 1► ►► f °r' ,i t GL K JA N'T EX. MCH EX. IMPRO VEMEN D , PROPOSED IMPROVEMENTS PROP, Sl Y. RIW I I SIDEWALK I — EX. ROLLED EX. ROLLED CURS' & GUTTED' CURB & GUTTER ligp�, TYP ICAL bh(;Tm COMMUNITY L a 3 PER STD. PLAN 1002-A BANYAN 1 sl CNST. PER PLANS DWG. NO. 2219-L NOT TO SCALE Ti a &0 EXISTNG R n 74. BIO-SWAILE ENHANCED PARKWAY PER DETAILS HEREON, LOC47ION PER' `. f TRACT BOUNDA i PROP. WYL Y R PLY RIW PROP. PER FENCE & WALL PLANS., t �► _► s ! ALM 1 VEMENTS Z FUTURE GRADE . AA MOXENWGI �,.. v ... .,,,a.., . ,", rr ` Tl'.45 v Y ". a '' '''.� .- ,i, �r..rr..�w•.war .mr •rwrry .irry "` x OM , 4 a :a'aL:aaa ':,zx :a:r =aiYc,aii..a.:fafl; =t ki ^t I r` i1 U 70 AC' FAVEWNT gly .k it ail ■ rl a �� } r a, : I �liuu�r ��I I I I Ala I EWL LINE CI �► �I I p, G94DE IV I I I 1 Y 3 I I I M III 1 1 u y I I tk I � rl I I II I R III I I I , I a� ,o -- — IL, All I'Ll- a ; t I _ k ki gam 2 SLOPE AKAM i I .. : A I AL I — O ligp�, a 3 A I AL Ti n &O� a 74 M5 V+44n TO WX VOWM MVA AIL m a , y MOWN APPROVED C TY ENGINEER m D S CHECKED MKS ii -.. x K � � I Yom' I — O ligp�, a 3 MOWN APPROVED C TY ENGINEER m D S CHECKED MKS ii -.. x K � � I Yom' 1448 H tE') 150.00' VC U M -- T PI EL 1 451.25 N $ N W? U> + V GO N J F � ' 150.00' VC En U9 � 3 F1 T! 17+50 E2 ttGo 10U.00' VC N tU- PI STA = 20 +75 N o PI EL 1461.00 �2 cep LO H .}. N U ^� /N .f• N E:) 100.00' VC + N PI 20 +75 PI EL 1460.97 N 1445 a� PI EL 1451.22 E2 � a S cwi S o + >i / - _ Pt EL 71516 LO 1442 .> c cRADI E2 -- $ o Qg, N Oi ^ z ^ + t0 N PROPOSSM? ffMSH - / 8+ PROFDSSE'D FINLSH SURFACES C. L N ^ , - - -- ,, N - 100.00. + N / - -' 42.38' OC 1448 ' S �ACE� ®C. L ^ _ , P1 A = 20+75 `" �, PORTION PI 17 +50 g N , - - -$ PI = 1461.80 ��° M °/4 °/ 9'4 9' $ T4 STA = 22 +15 �� " c+� l PI EL 1452.05 � °� N i -� + '"' PI EL 1471.99 c 1445 p +� LO N� + �r (� N S n �N ff1 1~ L� U LO + d:� ^ N I� -1- N / wO NN d" N N N W ap p �p d Z y + 2VP OF E'LY N ` N CD `" d N m 'f 1442 -4 T Z2 "AC BERM S _ N U m o °' + Tp pcE1� rw F- �it .- N_- - -ice - It\=1.(1Vh �w 7t�7 OF / vc Q p it LY C,U!?B N r � - U1 — O) r 21 7P OF E'LY - l + 1448 ° CID 12' AC BERM S + 3. AI N ' 1445 + �' - - M 16 17 18 19 20 W/NrmmwT COURT SEESHEET9 6 615 1 it 25' ° 30 18 45 18 N 7 7 46 16 7' 18' o_z yrz_ d- p )?tO 6 12 9 18 10 Am.- A °o ° ¢ ¢ N O '� > p tl CC � o ^vim ° Ch d 3 a6 -q— cr o' �SN CD co v- � 9 TIP. r V o^+° v' + ) O� Z) W 202.74' 3 19 PROP. R/W 205.26' 3 19 5 nik- LINE __ - A zz: W) N5r 2 V W lc 6� 1 r1�G IFS- 4 - 17- - _ - !_.�f7 , }g ?20' SIGHT LtN ro PROP. 8" W9T.Jw 1, Gl= °0C h - 4 o 1 3 000'3 E ST. Q 4 ¢ o EXIST. R , TR. BNDRY. 12 4 I GRADING EASEMENT ULT. CURB & GUTTER- /' 1 i � 2 � � I -- -- � INT. -- A -j 19 +92.00 RAINDROP PLACE T ULT. R /W� �cn =14 +74.00 WINTERMINT COURT l v NC a U C) :D 2 0 12 0 S + U z !¢ J A/4 <O CIU' c i U I WmW (+ I I LO PAVEMENT LEGEND AS NOTED. A INSTALL V � T INSTALL 4" YELLOW SOLID LINE L =PER PLAN. 27.00' INSTALL u'> / + DETAIL 2. $ 7YIP OF 42.44' INSTALL - LIGHT POLE R- 26(S). PORiM 100.00' V0 WARNING SIGN ON POST W3 -1. 1P'LY CURB MP OF = 22 +15 PI EL 147119 INSTALL 1►'LY 26(S). w-j 12": U � ' r- VAC f-2 A7a5TMG o N ' C 11 ' 150.00' VC En U9 � 3 F1 T! 17+50 E2 ttGo 10U.00' VC N tU- PI STA = 20 +75 N o PI EL 1461.00 �2 cep LO H .}. N U ^� /N .f• N E:) 100.00' VC + N PI 20 +75 PI EL 1460.97 N 1445 a� PI EL 1451.22 E2 � a S cwi S o + >i / - _ Pt EL 71516 LO 1442 .> c cRADI E2 -- $ o Qg, N Oi ^ z ^ + t0 N PROPOSSM? ffMSH - / 8+ PROFDSSE'D FINLSH SURFACES C. L N ^ , - - -- ,, N - 100.00. + N / - -' 42.38' OC 1448 ' S �ACE� ®C. L ^ _ , P1 A = 20+75 `" �, PORTION PI 17 +50 g N , - - -$ PI = 1461.80 ��° M °/4 °/ 9'4 9' $ T4 STA = 22 +15 �� " c+� l PI EL 1452.05 � °� N i -� + '"' PI EL 1471.99 c 1445 p +� LO N� + �r (� N S n �N ff1 1~ L� U LO + d:� ^ N I� -1- N / wO NN d" N N N W ap p �p d Z y + 2VP OF E'LY N ` N CD `" d N m 'f 1442 -4 T Z2 "AC BERM S _ N U m o °' + Tp pcE1� rw F- �it .- N_- - -ice - It\=1.(1Vh �w 7t�7 OF / vc Q p it LY C,U!?B N r � - U1 — O) r 21 7P OF E'LY - l + 1448 ° CID 12' AC BERM S + 3. AI N ' 1445 + �' - - M 16 17 18 19 20 W/NrmmwT COURT SEESHEET9 6 615 1 it 25' ° 30 18 45 18 N 7 7 46 16 7' 18' o_z yrz_ d- p )?tO 6 12 9 18 10 Am.- A °o ° ¢ ¢ N O '� > p tl CC � o ^vim ° Ch d 3 a6 -q— cr o' �SN CD co v- � 9 TIP. r V o^+° v' + ) O� Z) W 202.74' 3 19 PROP. R/W 205.26' 3 19 5 nik- LINE __ - A zz: W) N5r 2 V W lc 6� 1 r1�G IFS- 4 - 17- - _ - !_.�f7 , }g ?20' SIGHT LtN ro PROP. 8" W9T.Jw 1, Gl= °0C h - 4 o 1 3 000'3 E ST. Q 4 ¢ o EXIST. R , TR. BNDRY. 12 4 I GRADING EASEMENT ULT. CURB & GUTTER- /' 1 i � 2 � � I -- -- � INT. -- A -j 19 +92.00 RAINDROP PLACE T ULT. R /W� �cn =14 +74.00 WINTERMINT COURT l v NC a U C) :D 2 0 12 0 S + U z !¢ J A/4 <O CIU' c i U I WmW (+ I I LO PAVEMENT LEGEND AS NOTED. A INSTALL V � T INSTALL 4" YELLOW SOLID LINE L =PER PLAN. 27.00' INSTALL STREET CENTERLINE STRIPE PER MUTCD, DETAIL 2. INSTALL "STOP" SIGN ON POST R1 -1. 42.44' INSTALL - LIGHT POLE R- 26(S). PORiM 100.00' V0 WARNING SIGN ON POST W3 -1. T4 STA = 22 +15 PI EL 147119 INSTALL "NO PARKING ANYTIME" SIGN ON POST R- 26(S). w-j 12": U � N(+� N VAC o N ' O � n F iA N — i 0 20 40 80 160 1 " =40' GRAPHIC SCALE SIGNING AND STRIPING NOTES INSTALL PAVEMENT LEGEND AS NOTED. A INSTALL "STOP" LEGEND AND STOP BAR. T INSTALL 4" YELLOW SOLID LINE L =PER PLAN. 27.00' INSTALL STREET CENTERLINE STRIPE PER MUTCD, DETAIL 2. INSTALL "STOP" SIGN ON POST R1 -1. 42.44' INSTALL "NO PARKING ANYTIME" SIGN ON STREET LIGHT POLE R- 26(S). INSTALL WARNING SIGN ON POST W3 -1. 26.97' INSTALL 8" WHITE CHANNELING LINE INSTALL STREET NAME SIGN. INSTALL "NO PARKING ANYTIME" SIGN ON POST R- 26(S). INSTALL TYPE L(CA) WARNING SIGN CN 21 56 22 CURVE TABLE # A R L T A 90 000'00' 27.00' 42.41' 27.00' B IC 90 °03'38' 27.00' 42.44' 27.03' 89 °55'59' 27.00' 42,38' 26.97' R7 -107 23 BANYAN STREET SEE SHEET 12 1 111 111' i I 1 120' l 18' 11 18P 15' 1 0 z m wF:n I I I I I I 1473 1470 1467 1473 iEy1f] 1467 1473 1470 1467 OF _,_ E CONSTRUCTION NOTES 6 IATTAw- Y "x114" 764WC 00"aAdmI Da.ALEa A -410 ORE. Arr CmGlw O2 CONSTRUCT A2 -6 CURB & GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT 3" AC OVER 4" AB. (LOCAL STREET MIN. STREET SECTION) O5 CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 & 103 © INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. CONSTRUCT DRNEWAY APPROACH TYPE R -1 PER CITY STD. PL. 101 ® INSTALL BLUE REFLECTOR HYDRANT MARKERS PER CITY STD. PL. 134. ® O INSTALL STREET TREES PER NOTES AND LEGEND ON SHT.1, DET. SHT.2 TREES AT 810 -SWALE ip INSTALL STREET NAME SIGN PER CITY STD. PL 401 -A & 401 -B INT. 1 t CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107 -B 22 +90.28 RAINDROP PLACE 12 =36 +43.00 BANYAN STREET INSTALL TRAFFIC SIGNING AND STRIPING PER SIGNING AND STRIPING NOTES HEREON ® 18 CONSTRUCT REVERSE CURBSIDE DRAIN MODIFIED PER CITY STD. PL 107 -A & DETAIL ON SHT. 2 ® 19 CONSTRUCT BIO -SWALE ENHANCED PARKWAY PER DETAILS ON SHT. 2 23 CONSTRUCT 12" CF AC BERM PER CITY STD. PL 104 25 CONSTRUCT CONC. CROSS GUTTER PER CITY STD. PL 106 -A �2 31 UWR6e✓IOE DRAIN OUTWFT PER 125-7-AI►. ON E-44T I+A. ® SPECIAL NOTE: INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS ALL 810 -SWALE ENHANCED PARKWAY, IN THE PARKWAYS OF CORNER LOTS 1, 11, 12, 22, 23 AND LANDSCAPING IMPROVEMENTS ARE 34, 35, 45, 46 AND 56 PRIOR TO PUBLIC IMPROVEMENTS TO BE PRIVATELY MAINTAINED BEING ACCEPTED BY THE CITY. (NOT BY CITY). A LETTER OF MAP REVISION (LOMR) SHALL BE ISSUED BY b THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 8 tk ��Ea T ®! �'�4` PRIOR TO OCCUPANCY OR IMPROVEMENT ACCEPTANCE, WHICHEVER OCCURS FIRST. 2 V15E17DR1\1W/AYL0caflONc>P iV14,pVPCRA*A �• J ?�� DESCRIPTION OF REVISION DATE CI > APPROYE 0 CITY OF RANCHO CUCAMONGA Q�.:� -�`0 QROFESS /0 `\ Nq J. STREET IMPROVEMENT PLAN DIAL TOLL FREE I :11 AT LEAST DAYS BEFORE YOU DIIG UNDERGROUND SERVICE ALERT OF SOUTHERN R• LD No. 052496 z d Exp. 12 -31 -12 -a- \* CIVIL OF A01 BENCH MARK : BENCHMARK NUMBER 150 ELEVATION : 1507.007' FOUND CHIZ. "X' IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. TRACTS NO. 17651 & 18708 . I, . t• STA. 16 +00.00 TO STA. 22 +90.28 APPROVED BY . DATE:% CITY ENGINEE RCE NO 53672 DESIGN R. A... RECOM NQED MORSE f„N,fW E.J.L..,G.zb„ f fCNUlT2 VNrs9 2514th DRAWN FAX-.N4 T1 1E SHEET W.P.S. PLANNERS ENGINEERS SURVEYORS OF, CHECKED L RICE NO 52496 DRAWING NO. E.J.L. DATE FILE NO 2219 Lost Plotted: Mon Feb 28, 2011 - 10:25am Plotted By: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 04.dwg PROJECT SHEET N0. 4 OF 41 IE GOLQENLOCKPL4CE SEE SHEETS 0 12 owls dk PAO Alk amp go PAO Alk IL 0 WWRIN k"' I �,", 0 VIIMM 8.1 W " MIN a 0 Is) 19 a 6 w I W Z I" P-MIN-Ow", w A am a hpY M INSIONS11�1 "M map G orlsompp—M L W^4 [I"* WFINEFFIRM sommoompr-"W" 22 23 RainrvROPP"cE SEESHEET3 Mgt CURVE TABLE IF 4W lf'WF: if lqw 4 rl On a' IIIIIII 89* 081 kk A m D IF 4W lf'WF: if lqw 4 rl On jkk kk A m D C 0 N S U I N -.Ze- k. =57.5Y OC L40 3T z H U 0 U GOLDENLOCKPLACE SEE SHEET6 '1 1 1 I 6 7 1 2 31 6 3 31 0 O7 7 2 3 031 o 3 4 H o o f f 3 31 c 4 5 6 2 5 3 ^ ^ 42' 1 29' 4 4 22' 1 110, 6 2' 2E' I I v of ° NNO� M ^ ^ O oat H O I O O U Un N N3 m O O H m 31 3 m C C I N o+W�m + ^ ^3CO ` `° L L`i3 M M v v � �3 " "K '� ` `" ° °°3 u u7 3 3 4 48. N N + ± + � ± ± ± r + ^ T + o o ao N Nw 1 23, o P PROP. R R/W ^ TYP. 9 9 r r+ + ^ 3 13 3 34 2 080 ° sr 9�• 9 97.50' �' � � 9 98.00' 3 9 98.00' 4 49.61 - -- 2 26.18' s s 5 A Tc9 A V V °14A6 T PROP. �^ SEW. n n B B� 2 2 6 6 © s 4 41 0 i 2 - if ° ' . ._�^' . -N89-59'39" 12 4 4 1 1 _ _ 0 X55 O O 8 © 0 12 31 0 20 40 80 160 1 " =40' GRAPHIC SCALE BRITTLE BRUSH COURT CONSTRUCTION NOTES CONSTRUCT A2 -6 CURB & GUTTER PER CITY STD. PL. 104, CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 101 CONSTRUCT 3" AC OVER 4" AB. (LOCAL STREET MIN. STREET SECTION) CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 & 103 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER CONSTRUCT DRIVEWAY APPROACH TYPE R -1 PER CITY STD. PL. 101 INSTALL BLUE REFLECTOR HYDRANT MARKERS PER CITY STD. PL. 134. INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 1 INSTALL SIGNING AND STRIPING PER SIGNING AND STRIPING NOTES HEREON CURBSIDE DRAIN OUTLET PER DETAIL ON SHT. 14A. SPECIAL NOTE: ALL BIO -SWALE ENHANCED PARKWAY, AND LANDSCAPING IMPROVEMENTS ARE TO BE PRIVATELY MAINTAINED (NOT BY CITY). SIGNING AND STRIPING NOTES O2 INSTALL "STOP" LEGEND AND STOP BAR. O5 INSTALL "NOT A THOUGH STREET' SIGN ON POST W -53. 6O INSTALL "STOP" SIGN ON POST R1 -1. 51 15 52 h O� �i 1867, 50 1 INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS IN THE PARKWAYS OF CORNER LOTS 1, 11, 12, 22, 23 34, 35, 45, 46 AND 56 PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY. A LETTER OF MAP REVISION (LOMR) SHALL BE ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PRIOR TO OCCUPANCY OR IMPROVEMENT ACCEPTANCE, WHICHEVER OCCURS FIRST. A\ o-3c -i3 i* 53 Mn 55 56 RAINDROP PLA4 SEE SHEET 1 1`111 LVI. 1 N I o0 C:) ` 3 rn o0 00 °0 3 ° II I< °o � + m I 0 M 3 0 u7 t\ J O� `t <O n � ^ 3 + N W c, U O + + + 00 � + + N + + 'D v- + U o + o + cn N N TYP. + o +� o t N 9 M J ^ ^ U ^ � 5 2 6. 18 u� 49.61 X8.00' 98.00' 3 89.00' O `O00 i i 2 4 12 PROP. 8` SEW. 13 N 89 59'24 W 14 d R' w n M 27.49' 49.61' 98.00' 98.0 89.00' °o N 5 0 N °o °o °o II ° ° 9 vNi 3 °o 00 °o <I jl TYP 9 °o }z m Ln ^ 3 co r` 3 co r` m cd v ° 3 0 0; cr m t\ �- t �! U'7 M 'd- O} M O J eh 06 r O N U O cr 6 �v 31 31 �� 31 31 �0 31 ^6 31 �� 12 rnw I 7 7 o r 7 31 6 49 7 48 47 A 46 �� WINTERMINT COURT CURVE TABLE IA c R L T 90 °00'00' 27.00' 42.41' 27.00' 15 °00'00' 112.00' 29.32' 14.75' 210 °00'00' 38.00' 139.28' 141.82' BENCH MARK ESS J. No. 052496 Exp. 12 -31 -12 sf CIVIL 9TP OF CALF% BENCHMARK NUMBER 150 ELEVATION : 1507.007' FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. Last Revised: Mon Jun 06. 2011 - z2 0 w z z_a �o O O O N m + ?+rn �APP6DRRlVEWAYT-0L.0r46 1-4 -13 �74-/ DESCRIPTION OF REVISION DATE TY IAPPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACTS NO. 17651 & 18708 BRITTLE BRUSH COURT WINTERMW COURT STA.9+96.00 TO STA.14 +8250 STA.10+00 TO STA.14 +74 APPROVED BY : " l/,. DATE: r- - -Z Q- ' CITY ENGINEER , - G �'��- RICE NO 53672 DESIGN 173WIt"KIIA- RECOMMENDED MORSE SuiF 330 E.J.L Wiw, W M14 DRAWN L z<RUErz FAR"t491t"0516i SHEET W.P.S. PLANNERS ENGINEERS SURVEYORS 9A OF 14 CHECKED - RCE NO 52496 DRAWING NO. E.J.L. DATE 1 FILE NO 2219 Last Plotted: Mon Jun 06, 2011 - 11:07am Plotted By: station24 Drawinq: I: \72800 \IMPLANS \SIP \SIP- 09.dwq PROJECT SHEET NO. 9 OF 41 BENCH MARK ESS J. No. 052496 Exp. 12 -31 -12 sf CIVIL 9TP OF CALF% BENCHMARK NUMBER 150 ELEVATION : 1507.007' FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. Last Revised: Mon Jun 06. 2011 - z2 0 w z z_a �o O O O N m + ?+rn �APP6DRRlVEWAYT-0L.0r46 1-4 -13 �74-/ DESCRIPTION OF REVISION DATE TY IAPPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACTS NO. 17651 & 18708 BRITTLE BRUSH COURT WINTERMW COURT STA.9+96.00 TO STA.14 +8250 STA.10+00 TO STA.14 +74 APPROVED BY : " l/,. DATE: r- - -Z Q- ' CITY ENGINEER , - G �'��- RICE NO 53672 DESIGN 173WIt"KIIA- RECOMMENDED MORSE SuiF 330 E.J.L Wiw, W M14 DRAWN L z<RUErz FAR"t491t"0516i SHEET W.P.S. PLANNERS ENGINEERS SURVEYORS 9A OF 14 CHECKED - RCE NO 52496 DRAWING NO. E.J.L. DATE 1 FILE NO 2219 Last Plotted: Mon Jun 06, 2011 - 11:07am Plotted By: station24 Drawinq: I: \72800 \IMPLANS \SIP \SIP- 09.dwq PROJECT SHEET NO. 9 OF 41 Last Plotted: Mon Jun 06, 2011 - 11:07am Plotted By: station24 Drawinq: I: \72800 \IMPLANS \SIP \SIP- 09.dwq PROJECT SHEET NO. 9 OF 41 GOLDENLOCKPLACE SEE SHEET 5 ��. FA 14 N jl 75 CURVE TABLE 43 (#> 33 II ? R a 12 N o 0 O^ o 4 '^ m o Oro, O X+p Y 29' 22 M + 0' 6 �V �U 6' O +� o 1 31 Q �`� M o ^� n 31 N o I 31 31 �S? 31 ± +UVElf 2219 T T - } c U-)wOm a 5 22 31 31 21 O ��. FA 14 N jl ' c= �' >'�1. �- CURVE TABLE 43 (#> rn II in R TYP O 9 zo o n ON N o 0 O^ o 4 '^ m o Oro, O X+p 300 N 3 00 (V + + O 3: ^ M + N r INS- + �6 try + N Co �V �U ro O +� �3 N N Q �`� M o ^� n 31 ± + 31 31 + 31 ± i 2219 T T - } 7 a 5 22 31 31 21 6 19 � N N 00 °0 M M �✓ 1' 15 16 7 in p �i OJ U J n J �N 31 31 N m U3v cn w � U m 3 A ,�� 8 A0. Ao A1' 0 a 10 12 0 20 40 80 160 31 1" =40' GRAPHIC SCALE CONSTRUCTION NOTES CONSTRUCT A2 -6 CURB & GUTTER PER CITY STD. PL. 104. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT 3" AC OVER 4" AB. (LOCAL STREET MIN. STREET SECTION) CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. N0. 102 & 103 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. CONSTRUCT DRIVEWAY APPROACH TYPE R -1 PER CITY STD. PL. 101 INSTALL BLUE REFLECTOR HYDRANT MARKERS PER CITY STD. PL. 134. INSTALL STREET TREES PER NOTES AND LEGEND ON SHT.1, DET. SHT.2 TREES AT 810 -SWALE INSTALL STREET NAME SIGN PER CITY STD. PL 401 -A & 401 -B INSTALL TRAFFIC SIGNING AND STRIPING PER SIGNING AND STRIPING NOTES HEREON CURBSIDE DRAIN OUTLET PER DETAIL ON SHT. 14A 24. ff.] )1��a 17 SIGNING AND STRIPING NOTES OINSTALL "STOP" LEGEND AND STOP BAR. OINSTALL "NOT A THOUGH STREET' SIGN ON POST W -53. OINSTALL "STOP" SIGN ON POST R1 -1. SPECIAL NOTE: ALL BIO -SWALE ENHANCED PARKWAY, AND LANDSCAPING IMPROVEMENTS ARE TO BE PRIVATELY MAINTAINED (NOT BY CITY). RAINDROP PLACE SEE SHEET 3 41 42 ' c= �' >'�1. �- CURVE TABLE 43 (#> I A I 5 I R TYP O 9 zo o n ON N o 0 O^ o 4 '^ m o Oro, ' M 00 ^F. N 3 00 (V + + O 3: ^ M + N r INS- + �6 try + N Co �V �U .`�y.w O +� +� N N Q �`� M M Q ^� C. 31 31 31 5 31 31 ws 31 �?H 31 I i 2219 T T Plotted By: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 10.dwq 7 a 5 22 31 31 21 6 20 b. �� 19 N 31 31 O 00 °0 GOLDENLOCKPLACE �✓ 1' m 31 31 oil o o ^it rn o °o o II SEESHEET5 oa g'3 WILD MAPLE COURT �r3r + 0 a 10 12 0 20 40 80 160 31 1" =40' GRAPHIC SCALE CONSTRUCTION NOTES CONSTRUCT A2 -6 CURB & GUTTER PER CITY STD. PL. 104. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT 3" AC OVER 4" AB. (LOCAL STREET MIN. STREET SECTION) CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. N0. 102 & 103 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. CONSTRUCT DRIVEWAY APPROACH TYPE R -1 PER CITY STD. PL. 101 INSTALL BLUE REFLECTOR HYDRANT MARKERS PER CITY STD. PL. 134. INSTALL STREET TREES PER NOTES AND LEGEND ON SHT.1, DET. SHT.2 TREES AT 810 -SWALE INSTALL STREET NAME SIGN PER CITY STD. PL 401 -A & 401 -B INSTALL TRAFFIC SIGNING AND STRIPING PER SIGNING AND STRIPING NOTES HEREON CURBSIDE DRAIN OUTLET PER DETAIL ON SHT. 14A 24. ff.] )1��a 17 SIGNING AND STRIPING NOTES OINSTALL "STOP" LEGEND AND STOP BAR. OINSTALL "NOT A THOUGH STREET' SIGN ON POST W -53. OINSTALL "STOP" SIGN ON POST R1 -1. SPECIAL NOTE: ALL BIO -SWALE ENHANCED PARKWAY, AND LANDSCAPING IMPROVEMENTS ARE TO BE PRIVATELY MAINTAINED (NOT BY CITY). RAINDROP PLACE SEE SHEET 3 41 42 ' c= �' >'�1. �- CURVE TABLE 43 (#> I A 44 R E.J.L. L 45 A 1 N 27.00' a,;M.uPmu 42.41' 27,00' B 15 °00'00' V.IE.: NAZ51.aRi1 7 112.00' 7 29.32' 14.75' C 210 °00'00' 7 10A of 14 38.00' 7 139.28' 5 D 93 °19'42' DATE 1 i s ,'1 1 ! s FILE 27.00' 2219 3 28.62' Plotted By: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 10.dwq PROJECT a N 31 31 6 31 31 N 31 31 O 00 °0 �✓ 1' m 31 31 oil o o ^it rn o °o o II CN C. °o °o °J u ° Nan oa g'3 n °�3�- + {' �r3r + �� O) � (6r 010 od }'� �+u n ^ I �°Y 34 23' U Obi U W + Q m N N N N m M T o � Q ?3.30, o 26.18, 49.61' ^- " �� "98.00' 3 9 98.00' �� C) ^J 3 U 89.00 v 5 0 0 18 B %� lG 0 51 �� 2 .18.08' 10 1 t 13 14 3 -3 It A s �, a' ^ 8 N 89 59' 4° W �� Uj - -` - - - - - - -- -- - -- - r� ^ o 98.00' 98.00' 27.49 J 49.61' X89.00' 2 5 0 _ v~ C,4 II °O °o N oil TYP. 9 Oo 00 00 it o °o o ^ 3 TYP. L� + 3 0 CJ p.j 31 O w + + 0 3 CO L + + rn 3 QO m 10 M o J N st + + 1- g 31 (� +p +p N N +p + M MN� �6 M p +m 03Q� 6 31 31 �� 31 31 �� 31 31 c�i i vi" 3t 39 38 37 36 35 INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS IN THE PARKWAYS OF CORNER LOTS 1, 11, 12, 22, 23 34, 35, 45, 46 AND 56 PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY. A LETTER OF MAP REVISION (LOMR) SHALL BE ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PRIOR TO OCCUPANCY OR IMPROVEMENT ACCEPTANCE, WHICHEVER OCCURS FIRST. RAINDROP PLACE K�V ?5> *�zl*, w4✓ L??�t t.cT20 ��.LS_, r SEE SHEET 3 COBALT COURT Q IZEVISEb 0RW6WAY L00A'f10R IXT 2D DESCRIPTION OF REVISION DATE BENCH MARK : QROFESS/ CITY OF RANCHO CUCAMONGA J. � STREET IMPROVEMENT PLAN Na. 052496 m Exp. 12 -31 -12 TRACTS NO. 17651 & 18708 � *�9TF pm'\F WILD MAPLE COURT COBALT COUR1 BENCHMARK NUMBER 150 ELEVATION : 1507 -007' FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. STA.9 +96 TO STA.14 +82.50 STA.10 +00 TO 14 +74 APPROVED BY CITY ENGINEER ', - ; ' c= �' >'�1. �- CURVE TABLE DATE: RCE NO 53672 (#> I A 173M R.NRA ,,.. R E.J.L. L T A 90 000'00' 27.00' a,;M.uPmu 42.41' 27,00' B 15 °00'00' V.IE.: NAZ51.aRi1 SHE 112.00' 29.32' 14.75' C 210 °00'00' PLANNERS ENGINEERS SURVEYORS 10A of 14 38.00' 139.28' 141.82' D 93 °19'42' DATE 1 i s ,'1 1 ! s FILE 27.00' 2219 43.98' 28.62' INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS IN THE PARKWAYS OF CORNER LOTS 1, 11, 12, 22, 23 34, 35, 45, 46 AND 56 PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY. A LETTER OF MAP REVISION (LOMR) SHALL BE ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PRIOR TO OCCUPANCY OR IMPROVEMENT ACCEPTANCE, WHICHEVER OCCURS FIRST. RAINDROP PLACE K�V ?5> *�zl*, w4✓ L??�t t.cT20 ��.LS_, r SEE SHEET 3 COBALT COURT Q IZEVISEb 0RW6WAY L00A'f10R IXT 2D DESCRIPTION OF REVISION DATE BENCH MARK : QROFESS/ CITY OF RANCHO CUCAMONGA J. � STREET IMPROVEMENT PLAN Na. 052496 m Exp. 12 -31 -12 TRACTS NO. 17651 & 18708 � *�9TF pm'\F WILD MAPLE COURT COBALT COUR1 BENCHMARK NUMBER 150 ELEVATION : 1507 -007' FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. STA.9 +96 TO STA.14 +82.50 STA.10 +00 TO 14 +74 APPROVED BY CITY ENGINEER ', - ; ' c= �' >'�1. �- DATE: RCE NO 53672 DESIGN 173M R.NRA ,,.. RECWIAENDED E.J.L. MORSE S.n. 350 �,� •/c1 a,;M.uPmu tf DRAWN R SCHULTZ V.IE.: NAZ51.aRi1 SHE EAx:9 911 1-0,6 W.P.S. PLANNERS ENGINEERS SURVEYORS 10A of 14 CHECKED j RCE NO 52496 DRAWING NO. E.J.L. DATE 1 i s ,'1 1 ! s FILE NO 2219 d Plotted: Mon Jun 06, 2011 - 10:51am Plotted By: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 10.dwq PROJECT SHEET NO. 10 OF 41 RAINDROP PLACE SEE SHEET 4 45 --- <-- 38 8 BERM MAIN 'v oN L h 89.00' ,o i V 11 +00i ryQ -- `V N _. V y 89.00' S �O. t� L� I 7 _-D I� I 38.6 35 34 27.1 0 � 71Fi� ��'i► E _ 0 0 N 45 UR of rn i i 0 •I 1 f1f 6 1 oN I I' a) 'n a, BERM GRADING EASEMENT AREA EASEMENT AREA TRACT BNDRY 46.5 FA rt G I 2.0% 1 I 2.0% ( 31 tee. Mum 0.6% - - 0.6% 0.6% -- - - - - -- ------ - - - - -- - -- - . - - -_. - �[ TRACT URY. i U � C INT. - 23 +06.55 GYPSUic � s ' =10 +00.00 RAINDROP PLACE ,'T :- - - LlC3jE • %fJNTR18UTtbN 14 L.UF -U OF �NSTRUaTCQ PAJO FOR FUTURE. COMMUNITY TleAL QtMPP-WSM6NT5 ON THE SOUTH GID6 OF GYPSUM PRIV6• fi4RkWAY Ta 0B C�i2A060 AT lye AS F4R A5 pos6 iB� (5 MIN 1 MUM) WITH 2:I SwPE ro (7AYLiEEFir AT SOUTH Tr'7ACT �uNgaRY• F TYPE B 69# = ia�a.fp� �. , • �•Mr TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LVI / LV VVIUL PL COMMUNITY (SA TIWA N SEVINE/ENDA CHANNEL) 24' EQUESTRIAN 6' TRAIL PL /ULTIMATE STABLE AREA ® TRACT BOUNDARY, 6' HIGH PERIMETER WALL 4' LIMITS OF GRADING PER SEPARATE PERMIT I PRIVATE WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 I EASEMENT EXIST. PAD PER PLAN 2% MIN VARIES �GRADE 2% DE7 W' VARIES THRU WALL DRAIN '< PROP. REL WALL 21 � � - OPENING AT 10' O.C. 4' WIDE 810 SWALE TYPE 8 ENHANCED V DITCH PER R.G. PLANS SECTION 'E -E" N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226- 102 -07 LOT AREA 1 20' WIDE S.B.C.F.C.D. ETIW NDA CHANNEL 24' EQUESTRIAN STABLE AREA R 6' HIGH PERIMETER WALL 4' PER SEPARATE PERMIT WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 PAD PER PLAN 2% MIN . COMMUNITY (SAN SEVNE/ A ) TRAIL PL / ULTIMATE f�TRACT BOUNDARY, LIMITS OF GRADING PRIVATE DRAINAGE EXIST. EASEMENT GRADE 2% 2:1 MAX.' THRU WALL DRAIN- \`4' WIDE 810 -SWALE OPENING AT 10' O.C. ENHANCED V DITCH PER R.G. PLANS SECTION 'H -H" - N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LOT AREA 20' WIDE S.B.C..C.O. (SAN SEVINEIETIWANDA CHANNEL) PL COMMUNITY 24' EQUESTRIAN 6' TRAIL 'R /ULTIMATE o STABLE AREA I f�TRACT BOUNDARY, c, 4' LIMITS OF GRADING 6' HIGH PERIMETER WALL I PRIVATE PAD PER PLAN PER SEPARATE PERMIT I I DRAINAGE EXIST. EASEMENT GRADE s; 27 MIN. 2% 2:1 MAX. F v THRU WALL DRAIN OPENING AT 10' O.C. 4' WIDE BIO -SWALE ENHANCED V DITCH PER R.G. PLANS SEC7M 'J -J" - TMVF 71IZ- 18708 N. T S. 14 �1a5Ttt1Ei TYPF66 - -- COMML4pttly 11zAlL PL(UMMATE RECA1t,IttE WRLt 1RAU'C Poll MAW NC, T IiG 2-RAIL M9CS Gfetp, lNL� M a0 5�' TENTATIVE TR. 18708 COMMUNITY TRAIL PL ULTIMATE 4R GAP r TRACT BOUNDARY, " LIMITS OF GRADING � ® MpFfD�R t? M P -lS I L 1 ? /L"q Mta. 1 F RV- K� tAr L i� A l o Z? RIFOO1111VE. RAIL. Mlp` I _ �(',a�. lbit u 11 Fl;t1G �- -- V �a GoRE 15T GRiLLEX i '���• R. 1010A 8 „MIN. g1 N a "yHEET 644 VrVT106mer- '-G�a° - Fvcl ez e L•IA1dE, FILL " I n CREAtIVALEAT OJf 14 G MOl71Fl�t7ti101�: 2% MIN. 4 - 4 „ GLEAtL� (a °i lap AIL _ �{!8 MIIJ• PROP. BRET. WALL 21 I a T �x rf _ A-f 1FTA44(14� PVM14 EXIST. -- bY GRADE �G C�RAtnl CONSTRUCTION NOTES RA1LFr✓T A. P. N 226 -102- 14 1 TETNTATIVE TR. 18708 VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, 6' WIDE LIMITS OF GRADING 20' PRIVATE DRAINAGE EASEMENT COMMUNITY TRAIL 5'1 15'4i' 1 6' 6' HIGH PERIMETER WALL FUT. COMMUNITY PROP. SEWER PER SEPARATE PERMIT TRAIL WIDENING ESMT. PER 4' EXIST. TR. 1 MIN. PER PLAN GRADE � 2% MIN. 2:1 MAX. THRU WALL DRAIN nPFNING AT 10' O C PER R.G. PLANS SECTION "G -G" N.T.S. 1,4 A.P.N 226 - 102 -14 TETNTATIVE TR. 1870E VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, LIMITS OF GRADING 20' 6' Pf COMMUNITY TRAIL 5 1 ®15'E18P' 1 6' EA FUL COMMUNITY PROP. SEWER TRAIL WIDENING ESML PER 4 • VARIES t T1. T7111 EXIST. 0 -2 7' 2% MIN GRADE \ PROP. RET. WALL T. W 21 TYPE B 4' WIDE 810 -SWALE ENHANCED V DITCH PER R.G. PLANS SECTION 'I -I" 1 -1 N. T. S. 14 6' HIGH PERIMETER WALL PER SEPARATE PERMIT 7PAD PER PLAN 2:1 MAX. THRU WALL DRAIN OPENING AT 10' O.C. � �cluil ' ' � -' 4 DETAILED 1`1.41 y/F ,�� N CURBSIDE DRAIN OUTLET DETAIL TvJ 21 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL 604 (TYPE PER PLANS) NMI, )'1F )TMN 2g CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY STD. PL 1006 -C A9V ROCK ENCAGf MFW DTF WHERE t'C�ESIBI�.` 4f 30 CONSTRUCT COMMUNITY TRAIL PER CITY STD. PL 1004 DEAL 'Kp to M cZ)pFLtGL A31 CURBSIDE DRAIN OUTLET PER DETAIL HEREON N.T.S. aftc-,T9p5 IAOREG (4m.0 AItDPLAUV1E�1t1176TA.tL Ck'LS.a�TF YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 144.51 35.2 3 3 2 v� 1 1440. 2.0% �0% 1443.0 I 1 44 .0 II I 40.5 Z b` L 20 NI J NS�g 1 1& AO.S 1441;0 2.07 z � I II I 1440:5 0 Mum 0.6% - - 0.6% 0.6% -- - - - - -- ------ - - - - -- - -- - . - - -_. - �[ TRACT URY. i U � C INT. - 23 +06.55 GYPSUic � s ' =10 +00.00 RAINDROP PLACE ,'T :- - - LlC3jE • %fJNTR18UTtbN 14 L.UF -U OF �NSTRUaTCQ PAJO FOR FUTURE. COMMUNITY TleAL QtMPP-WSM6NT5 ON THE SOUTH GID6 OF GYPSUM PRIV6• fi4RkWAY Ta 0B C�i2A060 AT lye AS F4R A5 pos6 iB� (5 MIN 1 MUM) WITH 2:I SwPE ro (7AYLiEEFir AT SOUTH Tr'7ACT �uNgaRY• F TYPE B 69# = ia�a.fp� �. , • �•Mr TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LVI / LV VVIUL PL COMMUNITY (SA TIWA N SEVINE/ENDA CHANNEL) 24' EQUESTRIAN 6' TRAIL PL /ULTIMATE STABLE AREA ® TRACT BOUNDARY, 6' HIGH PERIMETER WALL 4' LIMITS OF GRADING PER SEPARATE PERMIT I PRIVATE WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 I EASEMENT EXIST. PAD PER PLAN 2% MIN VARIES �GRADE 2% DE7 W' VARIES THRU WALL DRAIN '< PROP. REL WALL 21 � � - OPENING AT 10' O.C. 4' WIDE 810 SWALE TYPE 8 ENHANCED V DITCH PER R.G. PLANS SECTION 'E -E" N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226- 102 -07 LOT AREA 1 20' WIDE S.B.C.F.C.D. ETIW NDA CHANNEL 24' EQUESTRIAN STABLE AREA R 6' HIGH PERIMETER WALL 4' PER SEPARATE PERMIT WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 PAD PER PLAN 2% MIN . COMMUNITY (SAN SEVNE/ A ) TRAIL PL / ULTIMATE f�TRACT BOUNDARY, LIMITS OF GRADING PRIVATE DRAINAGE EXIST. EASEMENT GRADE 2% 2:1 MAX.' THRU WALL DRAIN- \`4' WIDE 810 -SWALE OPENING AT 10' O.C. ENHANCED V DITCH PER R.G. PLANS SECTION 'H -H" - N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LOT AREA 20' WIDE S.B.C..C.O. (SAN SEVINEIETIWANDA CHANNEL) PL COMMUNITY 24' EQUESTRIAN 6' TRAIL 'R /ULTIMATE o STABLE AREA I f�TRACT BOUNDARY, c, 4' LIMITS OF GRADING 6' HIGH PERIMETER WALL I PRIVATE PAD PER PLAN PER SEPARATE PERMIT I I DRAINAGE EXIST. EASEMENT GRADE s; 27 MIN. 2% 2:1 MAX. F v THRU WALL DRAIN OPENING AT 10' O.C. 4' WIDE BIO -SWALE ENHANCED V DITCH PER R.G. PLANS SEC7M 'J -J" - TMVF 71IZ- 18708 N. T S. 14 �1a5Ttt1Ei TYPF66 - -- COMML4pttly 11zAlL PL(UMMATE RECA1t,IttE WRLt 1RAU'C Poll MAW NC, T IiG 2-RAIL M9CS Gfetp, lNL� M a0 5�' TENTATIVE TR. 18708 COMMUNITY TRAIL PL ULTIMATE 4R GAP r TRACT BOUNDARY, " LIMITS OF GRADING � ® MpFfD�R t? M P -lS I L 1 ? /L"q Mta. 1 F RV- K� tAr L i� A l o Z? RIFOO1111VE. RAIL. Mlp` I _ �(',a�. lbit u 11 Fl;t1G �- -- V �a GoRE 15T GRiLLEX i '���• R. 1010A 8 „MIN. g1 N a "yHEET 644 VrVT106mer- '-G�a° - Fvcl ez e L•IA1dE, FILL " I n CREAtIVALEAT OJf 14 G MOl71Fl�t7ti101�: 2% MIN. 4 - 4 „ GLEAtL� (a °i lap AIL _ �{!8 MIIJ• PROP. BRET. WALL 21 I a T �x rf _ A-f 1FTA44(14� PVM14 EXIST. -- bY GRADE �G C�RAtnl CONSTRUCTION NOTES RA1LFr✓T A. P. N 226 -102- 14 1 TETNTATIVE TR. 18708 VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, 6' WIDE LIMITS OF GRADING 20' PRIVATE DRAINAGE EASEMENT COMMUNITY TRAIL 5'1 15'4i' 1 6' 6' HIGH PERIMETER WALL FUT. COMMUNITY PROP. SEWER PER SEPARATE PERMIT TRAIL WIDENING ESMT. PER 4' EXIST. TR. 1 MIN. PER PLAN GRADE � 2% MIN. 2:1 MAX. THRU WALL DRAIN nPFNING AT 10' O C PER R.G. PLANS SECTION "G -G" N.T.S. 1,4 A.P.N 226 - 102 -14 TETNTATIVE TR. 1870E VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, LIMITS OF GRADING 20' 6' Pf COMMUNITY TRAIL 5 1 ®15'E18P' 1 6' EA FUL COMMUNITY PROP. SEWER TRAIL WIDENING ESML PER 4 • VARIES t T1. T7111 EXIST. 0 -2 7' 2% MIN GRADE \ PROP. RET. WALL T. W 21 TYPE B 4' WIDE 810 -SWALE ENHANCED V DITCH PER R.G. PLANS SECTION 'I -I" 1 -1 N. T. S. 14 6' HIGH PERIMETER WALL PER SEPARATE PERMIT 7PAD PER PLAN 2:1 MAX. THRU WALL DRAIN OPENING AT 10' O.C. � �cluil ' ' � -' 4 DETAILED 1`1.41 y/F ,�� N CURBSIDE DRAIN OUTLET DETAIL TvJ 21 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL 604 (TYPE PER PLANS) NMI, )'1F )TMN 2g CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY STD. PL 1006 -C A9V ROCK ENCAGf MFW DTF WHERE t'C�ESIBI�.` 4f 30 CONSTRUCT COMMUNITY TRAIL PER CITY STD. PL 1004 DEAL 'Kp to M cZ)pFLtGL A31 CURBSIDE DRAIN OUTLET PER DETAIL HEREON N.T.S. aftc-,T9p5 IAOREG (4m.0 AItDPLAUV1E�1t1176TA.tL Ck'LS.a�TF YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 35.2 3 3 2 v� 1 1440. L - -I 5 FO 1439. NS�g 1 1& 14 3 1 I 1438A II I 32.5 4 4 � � NI 1 1437.' f 1437 ( ( 0 gg :L 1 36.1 I : / I I s s I I d L� I I d 31.4 5 5 �I 1 145.0 I 1434.0 �� 433.0 /- �w 1 � �I 1 1432.0 29.8 6 6 0 CL 2.07 °I k431.© 2.0%i .� 42 .0 28.8 7 7 1 1428 0' @COMMUNITY T TRAIL i of 1 ip i 6' WIDE PRIVATE C t 26. TN1 1427 ' 8• F CQ�llo.6)1F . TRACT URY. i U � C INT. - 23 +06.55 GYPSUic � s ' =10 +00.00 RAINDROP PLACE ,'T :- - - LlC3jE • %fJNTR18UTtbN 14 L.UF -U OF �NSTRUaTCQ PAJO FOR FUTURE. COMMUNITY TleAL QtMPP-WSM6NT5 ON THE SOUTH GID6 OF GYPSUM PRIV6• fi4RkWAY Ta 0B C�i2A060 AT lye AS F4R A5 pos6 iB� (5 MIN 1 MUM) WITH 2:I SwPE ro (7AYLiEEFir AT SOUTH Tr'7ACT �uNgaRY• F TYPE B 69# = ia�a.fp� �. , • �•Mr TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LVI / LV VVIUL PL COMMUNITY (SA TIWA N SEVINE/ENDA CHANNEL) 24' EQUESTRIAN 6' TRAIL PL /ULTIMATE STABLE AREA ® TRACT BOUNDARY, 6' HIGH PERIMETER WALL 4' LIMITS OF GRADING PER SEPARATE PERMIT I PRIVATE WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 I EASEMENT EXIST. PAD PER PLAN 2% MIN VARIES �GRADE 2% DE7 W' VARIES THRU WALL DRAIN '< PROP. REL WALL 21 � � - OPENING AT 10' O.C. 4' WIDE 810 SWALE TYPE 8 ENHANCED V DITCH PER R.G. PLANS SECTION 'E -E" N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226- 102 -07 LOT AREA 1 20' WIDE S.B.C.F.C.D. ETIW NDA CHANNEL 24' EQUESTRIAN STABLE AREA R 6' HIGH PERIMETER WALL 4' PER SEPARATE PERMIT WITH SINGLE GATE EA. LOT PER CITY STD. PL 1009 -8 PAD PER PLAN 2% MIN . COMMUNITY (SAN SEVNE/ A ) TRAIL PL / ULTIMATE f�TRACT BOUNDARY, LIMITS OF GRADING PRIVATE DRAINAGE EXIST. EASEMENT GRADE 2% 2:1 MAX.' THRU WALL DRAIN- \`4' WIDE 810 -SWALE OPENING AT 10' O.C. ENHANCED V DITCH PER R.G. PLANS SECTION 'H -H" - N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LOT AREA 20' WIDE S.B.C..C.O. (SAN SEVINEIETIWANDA CHANNEL) PL COMMUNITY 24' EQUESTRIAN 6' TRAIL 'R /ULTIMATE o STABLE AREA I f�TRACT BOUNDARY, c, 4' LIMITS OF GRADING 6' HIGH PERIMETER WALL I PRIVATE PAD PER PLAN PER SEPARATE PERMIT I I DRAINAGE EXIST. EASEMENT GRADE s; 27 MIN. 2% 2:1 MAX. F v THRU WALL DRAIN OPENING AT 10' O.C. 4' WIDE BIO -SWALE ENHANCED V DITCH PER R.G. PLANS SEC7M 'J -J" - TMVF 71IZ- 18708 N. T S. 14 �1a5Ttt1Ei TYPF66 - -- COMML4pttly 11zAlL PL(UMMATE RECA1t,IttE WRLt 1RAU'C Poll MAW NC, T IiG 2-RAIL M9CS Gfetp, lNL� M a0 5�' TENTATIVE TR. 18708 COMMUNITY TRAIL PL ULTIMATE 4R GAP r TRACT BOUNDARY, " LIMITS OF GRADING � ® MpFfD�R t? M P -lS I L 1 ? /L"q Mta. 1 F RV- K� tAr L i� A l o Z? RIFOO1111VE. RAIL. Mlp` I _ �(',a�. lbit u 11 Fl;t1G �- -- V �a GoRE 15T GRiLLEX i '���• R. 1010A 8 „MIN. g1 N a "yHEET 644 VrVT106mer- '-G�a° - Fvcl ez e L•IA1dE, FILL " I n CREAtIVALEAT OJf 14 G MOl71Fl�t7ti101�: 2% MIN. 4 - 4 „ GLEAtL� (a °i lap AIL _ �{!8 MIIJ• PROP. BRET. WALL 21 I a T �x rf _ A-f 1FTA44(14� PVM14 EXIST. -- bY GRADE �G C�RAtnl CONSTRUCTION NOTES RA1LFr✓T A. P. N 226 -102- 14 1 TETNTATIVE TR. 18708 VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, 6' WIDE LIMITS OF GRADING 20' PRIVATE DRAINAGE EASEMENT COMMUNITY TRAIL 5'1 15'4i' 1 6' 6' HIGH PERIMETER WALL FUT. COMMUNITY PROP. SEWER PER SEPARATE PERMIT TRAIL WIDENING ESMT. PER 4' EXIST. TR. 1 MIN. PER PLAN GRADE � 2% MIN. 2:1 MAX. THRU WALL DRAIN nPFNING AT 10' O C PER R.G. PLANS SECTION "G -G" N.T.S. 1,4 A.P.N 226 - 102 -14 TETNTATIVE TR. 1870E VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, LIMITS OF GRADING 20' 6' Pf COMMUNITY TRAIL 5 1 ®15'E18P' 1 6' EA FUL COMMUNITY PROP. SEWER TRAIL WIDENING ESML PER 4 • VARIES t T1. T7111 EXIST. 0 -2 7' 2% MIN GRADE \ PROP. RET. WALL T. W 21 TYPE B 4' WIDE 810 -SWALE ENHANCED V DITCH PER R.G. PLANS SECTION 'I -I" 1 -1 N. T. S. 14 6' HIGH PERIMETER WALL PER SEPARATE PERMIT 7PAD PER PLAN 2:1 MAX. THRU WALL DRAIN OPENING AT 10' O.C. � �cluil ' ' � -' 4 DETAILED 1`1.41 y/F ,�� N CURBSIDE DRAIN OUTLET DETAIL TvJ 21 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL 604 (TYPE PER PLANS) NMI, )'1F )TMN 2g CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY STD. PL 1006 -C A9V ROCK ENCAGf MFW DTF WHERE t'C�ESIBI�.` 4f 30 CONSTRUCT COMMUNITY TRAIL PER CITY STD. PL 1004 DEAL 'Kp to M cZ)pFLtGL A31 CURBSIDE DRAIN OUTLET PER DETAIL HEREON N.T.S. aftc-,T9p5 IAOREG (4m.0 AItDPLAUV1E�1t1176TA.tL Ck'LS.a�TF YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 2:1 MAX.' THRU WALL DRAIN- \`4' WIDE 810 -SWALE OPENING AT 10' O.C. ENHANCED V DITCH PER R.G. PLANS SECTION 'H -H" - N.T.S. 14 TENTATIVE TR. 18708 A.P.N. 226 - 102 -07 LOT AREA 20' WIDE S.B.C..C.O. (SAN SEVINEIETIWANDA CHANNEL) PL COMMUNITY 24' EQUESTRIAN 6' TRAIL 'R /ULTIMATE o STABLE AREA I f�TRACT BOUNDARY, c, 4' LIMITS OF GRADING 6' HIGH PERIMETER WALL I PRIVATE PAD PER PLAN PER SEPARATE PERMIT I I DRAINAGE EXIST. EASEMENT GRADE s; 27 MIN. 2% 2:1 MAX. F v THRU WALL DRAIN OPENING AT 10' O.C. 4' WIDE BIO -SWALE ENHANCED V DITCH PER R.G. PLANS SEC7M 'J -J" - TMVF 71IZ- 18708 N. T S. 14 �1a5Ttt1Ei TYPF66 - -- COMML4pttly 11zAlL PL(UMMATE RECA1t,IttE WRLt 1RAU'C Poll MAW NC, T IiG 2-RAIL M9CS Gfetp, lNL� M a0 5�' TENTATIVE TR. 18708 COMMUNITY TRAIL PL ULTIMATE 4R GAP r TRACT BOUNDARY, " LIMITS OF GRADING � ® MpFfD�R t? M P -lS I L 1 ? /L"q Mta. 1 F RV- K� tAr L i� A l o Z? RIFOO1111VE. RAIL. Mlp` I _ �(',a�. lbit u 11 Fl;t1G �- -- V �a GoRE 15T GRiLLEX i '���• R. 1010A 8 „MIN. g1 N a "yHEET 644 VrVT106mer- '-G�a° - Fvcl ez e L•IA1dE, FILL " I n CREAtIVALEAT OJf 14 G MOl71Fl�t7ti101�: 2% MIN. 4 - 4 „ GLEAtL� (a °i lap AIL _ �{!8 MIIJ• PROP. BRET. WALL 21 I a T �x rf _ A-f 1FTA44(14� PVM14 EXIST. -- bY GRADE �G C�RAtnl CONSTRUCTION NOTES RA1LFr✓T A. P. N 226 -102- 14 1 TETNTATIVE TR. 18708 VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, 6' WIDE LIMITS OF GRADING 20' PRIVATE DRAINAGE EASEMENT COMMUNITY TRAIL 5'1 15'4i' 1 6' 6' HIGH PERIMETER WALL FUT. COMMUNITY PROP. SEWER PER SEPARATE PERMIT TRAIL WIDENING ESMT. PER 4' EXIST. TR. 1 MIN. PER PLAN GRADE � 2% MIN. 2:1 MAX. THRU WALL DRAIN nPFNING AT 10' O C PER R.G. PLANS SECTION "G -G" N.T.S. 1,4 A.P.N 226 - 102 -14 TETNTATIVE TR. 1870E VACANT PL PL / ULTIMATE LOT 7 TRACT BOUNDARY, LIMITS OF GRADING 20' 6' Pf COMMUNITY TRAIL 5 1 ®15'E18P' 1 6' EA FUL COMMUNITY PROP. SEWER TRAIL WIDENING ESML PER 4 • VARIES t T1. T7111 EXIST. 0 -2 7' 2% MIN GRADE \ PROP. RET. WALL T. W 21 TYPE B 4' WIDE 810 -SWALE ENHANCED V DITCH PER R.G. PLANS SECTION 'I -I" 1 -1 N. T. S. 14 6' HIGH PERIMETER WALL PER SEPARATE PERMIT 7PAD PER PLAN 2:1 MAX. THRU WALL DRAIN OPENING AT 10' O.C. � �cluil ' ' � -' 4 DETAILED 1`1.41 y/F ,�� N CURBSIDE DRAIN OUTLET DETAIL TvJ 21 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL 604 (TYPE PER PLANS) NMI, )'1F )TMN 2g CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY STD. PL 1006 -C A9V ROCK ENCAGf MFW DTF WHERE t'C�ESIBI�.` 4f 30 CONSTRUCT COMMUNITY TRAIL PER CITY STD. PL 1004 DEAL 'Kp to M cZ)pFLtGL A31 CURBSIDE DRAIN OUTLET PER DETAIL HEREON N.T.S. aftc-,T9p5 IAOREG (4m.0 AItDPLAUV1E�1t1176TA.tL Ck'LS.a�TF YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 6' HIGH PERIMETER WALL PER SEPARATE PERMIT 7PAD PER PLAN 2:1 MAX. THRU WALL DRAIN OPENING AT 10' O.C. � �cluil ' ' � -' 4 DETAILED 1`1.41 y/F ,�� N CURBSIDE DRAIN OUTLET DETAIL TvJ 21 CONSTRUCT MASONRY RETAINING WALL PER CITY STD. PL 604 (TYPE PER PLANS) NMI, )'1F )TMN 2g CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY STD. PL 1006 -C A9V ROCK ENCAGf MFW DTF WHERE t'C�ESIBI�.` 4f 30 CONSTRUCT COMMUNITY TRAIL PER CITY STD. PL 1004 DEAL 'Kp to M cZ)pFLtGL A31 CURBSIDE DRAIN OUTLET PER DETAIL HEREON N.T.S. aftc-,T9p5 IAOREG (4m.0 AItDPLAUV1E�1t1176TA.tL Ck'LS.a�TF YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 YPE B .0)T�► C4 �i•21Tf Idl't0e -5 J L CURVE TABLE # 0 R L T A 89 °08'35' 27.00' 42.01' 26,60' B 89 008'35' 63,00' 98.02' 62.07' C 89 °08'35' 45.00' 70,01' 44.33' w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 w E. s� 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 0 20 40 80 160 1 " =40' GRAPHIC SCALE N. T. S. A pYG l,p,� REVts� sm�Tt�ARK.wAy �sLy. Izr FAT � c�yPSutin t7R., Rt?.Iv1clJE car,tsT t�otE � /,. -z$-!� aV1�E AVC M- cT..I2EG WAL1- 6j- et.tRAffi P�✓T PLAN, I 1• CFE AI►1 (p M7AlL "W "AWAvl2 OF'ftON t�TA1UW" at.Ett1' E• DESCRIPTION OF REVISION DATE APPROVED: ESS /oNq CITY OF RANCHO CUCAMONGA J. `e ,� STREET IMPROVEMENT PLAN = m 2-31 - 12 TRACTS NO. 17651 & 18708 2 -31 - �A`1F\P COMMUNITY TRAIL PLAN BENCH MARK APPROVED BY _ DATE: 4-- •2p-i� CITY ENGINEER= ' RCE NO 53672 DIAL TOLL FREE BENCHMARK NUMBER 150 DESIGN / ,,,pRNMRA., RECO ENDED MORSE , N3" ELEVATION : 1507.007' E.J.L. R,,,,„•�"�„ 1- 800 - 422 -4133 FOUND CHIZ. "X" IN THE MIDDLE OF CONCRETE t SCRVIY, V. aa,., +R.I a DRAWN AT LEAST TWO DAYS HEADWALL AT THE SOUTHWEST CORNER OF EAk "A25I4MI6 SHEET BEFORE YOU DIG SUMMIT AVENUE AND EAST AVENUE. W.P.S. PLANNERS ENGINEERS SURVEYORS 14A OF 14 CHECKED RCE NO 52496 AL DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA E.J.L. DATE kI FILE NO 2219 Last Revised: Thu Jun 02, 2011 - 4:16pm Last Plotted: Mon Jun 06, 2011 - 10:44am Plotted BY: station24 Drawing: I: \72800 \IMPLANS \SIP \SIP- 14.dwq PROJECT SHEET N0. 14 OF 41 PROJECT SHEET N0. 14 OF 41