The URL can be used to link to this page

Home My WebLink About2748-6L7 2 L47.12 i - -+. ,�--- _-�---#---�« -_� 4 z ,--�____g• ...�-jc /telUAL � _ ��- - - - - - -V_- ,.,---.�e.. .�-._r- ... .. E. ....�...., .....s..^` --•r'•. r,..r ..[�. zmsm.s � .9 N � � .•- ._ _. _ .. 4__a_ �_ +. _,t. 3.. __- _ 1=:r... - - ' .... ...-�,..,._..m,�.._. _.e...i....._ _« ...,.,e.,-. . ' .. a- .G,..._.c.... . 5 ?^ .m � '�• �9 � y ^v--�^ wr-.« ,..^.•-F � `�""'-^--" L/ -�- # _ _ / NAT - - ..,.. 1 -.r_..,. _ __ _ __.. c 5w9fl 50� .c 47z I nit n n r +n :.:'_ t -�, s.:_. '__:�-:: 1' - -__ ___ -:.:-.:. '.r. _ .'c - - - - - - sr �n n a- v � � , ' _�'' _. x_-_-'.. _... �_ _-+:- _l_ _ .. ,.::-_�-_ ��y - - -- - - 00. a - O.G. 6 OE - - - � � � � °z .. 1- T # .. _ -- i:: _- - - - -- -� {�� U R/-499./8 � - - - -- _ _. _.:.... -.... .. ...._ PROPOSED TOP F n o -.::.:.- _:. - - - - u I W LY CURB t-. --� - - J �- 497 _ - +§_ 8 m 0� " ---= s 502 v �` e - - - r >- _ 8 + t v o, v\�� p� ��ai� _ _= - - Z _ _ - q2 .r» .. W"LY CURB 495 fUlUKt fur OF m _ \ _ mo - _ :.:.; _n awx '� _ _ i . 498 i- £ - - 493 _ L110tr N� _ __ : -_1 _ ._ _ - 1 - ROP05ED TOP OF _ _.. .. _.. q.: /5 - AIA PAG �_..:: -._: Y__ 50.00 v.c. ¢ -_ $ PVI 497.00�..a'.,®.n;. � � - - -- - - -- - z _. _._ o i _x .�...., d..: .. <..__ - k... -. _i._s _.»]{{ -1.-+1•- _o- 3-_ _ -.3. --. - yr #} Y - ?.. ri. _ On 11) ... -s - _ .... .. .. .. . . . �. - ... .-_ -. __ .:. --R ."' �.. «_�..m.a,.3. .... -.gym..... «_ - x'-.`_` . G Np 1\ N� 'fin+ n IGOPE =_..:_ , _._.3'.: E-. _. > ' E: _. - , -1-- --' -i__-.. Y _ _ 4- + - _ PROPOSED FINI n�� " t - �. -- - - - 0 S v v k- i a -- = i ti - ' - - - - SURFACE • GL - __ P.a� R a r : 3 c=.._ V� U L'X/5T. u4T4 : 0 x j 502 -,�- � � - Zw _ \ - FUTURE FAdlStt n .- `� - Z: = � - 493 - SURFACE GL 0 T �? - `.:_ _ :; a 498- + O v �X/519 T /VAjuPfFL 50.00 v.G. h__. 52/ \ - - - - - 6 + SURFACEPROPOSED FINiSf t G,�/]E PVI = 4%.99 U 2:/ c J W N ,s ' ' F _.. '-Y^ -'� �. :;. y � q .d JTj 4 ',. : �,. .. -..�€ �-�• i �:: `1 �: ;.. �. CIDo N _ 1. 5W/1 L ✓ / l Af �' (SEE ieOUGF/ GRgD/N �[fJn/5� PROPOSED TOP a� N� �� _.--: =4 ./Z H... - x O.G. D/•' 4 ./8 497 - E'LY CURB 8 �� a - 02 -�' : m0 U R o.G. 6r/eT. �dru - L=39.28' _ + - ,,a --^a,_. •'s..-_ _. ,. 1twt1i,4 �1 °p n O-Iil -- v a r u J J q2 see° = 1 m \ \ \ a m 0 493 - FUTURE TOP OF °o m UT W� o 498- 0 _- E'LY CURB o 0 o o a •!�� % _ a a a PROPOSED TOP OF S'LY CURB. TR=4.247. TR=127. PROFILE - HDRIZ 1'= 40' y 7 - VERT 1 4' - 16+00 17+00 18+00 19+00 20+00 PLAN 1"= 40' 10+00 1 1+00 1 2+00 O DELTA/BEARING RADIUS LEN_/DIST_ TANGENT A 90°01'31" 25.00 39.26 25.01 B 89058'29" 25.00 39.26 J C 1 '70°00'00' 1 F, 3 v.00 N s z 6. 15 r , N Z O Q O � R 47 + + �� 21 m� u 0 m 00 - 0 o� �m +� '9U -_- O DELTA/BEARING RADIUS LEN_/DIST_ TANGENT A 90°01'31" 25.00 39.26 25.01 B 89058'29" 25.00 39.26 24.99 C 1 '70°00'00' 1 30.00 1 47 lZ I v.00 � U 54" W Uc f 7" 20 20' 7 r4 mo 0 5 v + o tr MT. WILSON LANE o SEE SHT_ NO. 7 SCALE: 1" = 40' 77 22 I SCALE IN FEET 0 40 80 1 d� �3 3 2 HALF DOME DRfVE RECORD DRAWlimu TMF EC.7Fii aFAW!,•VC;; HAWS BEEN PREPARED, W PART, C'N "HE F. `F 15' CF I"':).,,r1MATiON COMPILED AND PURNISfiL•i/ F: OT; iE'=3. 1 � ENGINEER WILL NOT 8E. AESPONSIBU FOR ANY ERi- R5 CR ONSS*W V*" HAVE BEEN RIOORPORATED INTO TIME DOCUMENTSAS AREBMTTHEMP. q W_ No PLANS PREPARED FOR: v 3 KAUFMAN do BROAD ATTN. MR. TIM JONES "^ 801 CORPORATE CENTER DR. SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 160 CONSTRUCTION NOTES lO CONSTRUCT 4' AG PAVEMENT CHINO OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTE Z7 + 280 4O CONSTRUCT G' CURB + GUTTER PER CITY STD. DWG. NO. 101. `5 CONSTRUCT GROSS GUTTER PER CITY STD. DWG. NO. 104. WIDTH PER PLAN. G CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. 7O CONSTRUCT 4' CONCRETE SIDEWALK PER GITY 5TD. DWG. NO. 105A. W=PER PLAN 8O INSTALL 2'X G' REDWOOD HEADER. OINSTALL BARRICADE PER GITY 5TD. DWG. NO. 15 INSTALL STREET LIGHT C5GE #7O 5.800 LUMEN 12 ADJUST MANHOLE OR VALVE GOVER TO GRADE. REVISIONS APPROVAL DATE APPROVAL DATE NN E V` 3 c vy A U Z: u G� W W a +N m oa �^ I �$ nATA Q DELTA/BEARING RADIUS LEN./DIST- I N A '70 ° 00' 00" tl� � BUTLER PEAK WAY �� n� SEE RIGHT o v h � V\n Lq 2 3 N la zz 22' 1 1 N s .0 6. 6 C C -- - � 8 - i r 20 d� �3 3 2 HALF DOME DRfVE RECORD DRAWlimu TMF EC.7Fii aFAW!,•VC;; HAWS BEEN PREPARED, W PART, C'N "HE F. `F 15' CF I"':).,,r1MATiON COMPILED AND PURNISfiL•i/ F: OT; iE'=3. 1 � ENGINEER WILL NOT 8E. AESPONSIBU FOR ANY ERi- R5 CR ONSS*W V*" HAVE BEEN RIOORPORATED INTO TIME DOCUMENTSAS AREBMTTHEMP. q W_ No PLANS PREPARED FOR: v 3 KAUFMAN do BROAD ATTN. MR. TIM JONES "^ 801 CORPORATE CENTER DR. SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 160 CONSTRUCTION NOTES lO CONSTRUCT 4' AG PAVEMENT CHINO OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTE Z7 + 280 4O CONSTRUCT G' CURB + GUTTER PER CITY STD. DWG. NO. 101. `5 CONSTRUCT GROSS GUTTER PER CITY STD. DWG. NO. 104. WIDTH PER PLAN. G CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. 7O CONSTRUCT 4' CONCRETE SIDEWALK PER GITY 5TD. DWG. NO. 105A. W=PER PLAN 8O INSTALL 2'X G' REDWOOD HEADER. OINSTALL BARRICADE PER GITY 5TD. DWG. NO. 15 INSTALL STREET LIGHT C5GE #7O 5.800 LUMEN 12 ADJUST MANHOLE OR VALVE GOVER TO GRADE. REVISIONS APPROVAL DATE APPROVAL DATE NN E V` 3 c vy A U Z: u G� W W a +N m oa �^ I �$ nATA Q DELTA/BEARING RADIUS LEN./DIST- I TANGENT A '70 ° 00' 00" 35.00 .98 35 00 B 90 °00' 00' 30.00 4J/Z 30. Q9 10+00.00 cl INT. baPo /o - =167+724.11 1 cl SAN 5EVAINE f_ _ N 89.39' 7`W 11+75.00 cl INT. =19+10.52 cl BALI DOME DRIVE 2 410 1 A 6 - 7 �l en 54' Eli ll� 23 ua HALF DOME DRIVE 2 t o SEE LEFT SAN SEVAINE ROAD SEE SHEET 5 BUTLER PEAK WAY BENCH MARK: CQNCN CA#A-17 BASIS OF BEARINGS: CITY O F F O N T A N A CALIFORNIA THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN CQNCRETE S.C.E. IS THE SOUTH LINE OF THE NORTHEAST TOWER LEG 343 N//0 HIGHLAND_ QUARTER OF SECTION 26, TOWNSHIP 1 SEVAINE'R�.,2 2 65 M�O W ALONG NORTH RANGE 6 WEST 5 oN BERNPRDINO PUBLIC W O R K S D E P A R T M E N T HIGHLAND AVE.. FROM SIERRA AVE. MERIDIAN SHOWN INBOOK36 LJ ELEVATION: 1428.6090 THROUGH RECORDS OF 'SAN BERNAAD NO LUSIVOF COUNT'y DRAWN BY: SCALE: PREPARED IN THE OFFICE OF TRACT NO. 15839.1 MADOLE AND ASSOCIATES, INC. QpoFEssto� MODEL SITE Quo �,1LTon, tF DESIGNED: AS SHOWN 10601 cHEROINSANDTEMPIRE07 5 �oy�� M. A. STREET IMPROVEMENT PLANS RANCHO CUCAMONGA, CA 91730 No. 14814 m a CHECKED: HALF DOME DR I V E DATE: PHONE (909) 948-1311 * Exp: 3-31-01 a M. B. & BUTLER PEAK WAY APRIL 1999 JOB NO. DWG. NO. SHEET NO. -Z - �J+rP FICALSF�126-964 APPROVED 2 748 6 OF S tA . MADOLE R.C.E.14814 DATE I Rs l'T°1 Wi &ICITY ENGINEER R.C.E. 25126 "D" STREET -MODEL SITE - 24[0.147]PF: 15839 645 15 -Apr -99 02:05 PM / 126-5