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HomeMy WebLinkAbout2795-3T .. ...... . . .CASE 0 .:�,f, 71,111 7 - P, G 7" .. . ....... 0. ... . ... .... ------ - ------ - -- DN ...... .. ..... .......... .. ..... ..... - - - — — - - - — - b 5 7 -`-&f TRANSITION. LEN./DIST. TANGENT �c cc- V� ........ . .. . 39.28 '00 wv-. ... 37051'49" 0 . ..... ..... .0. j— :o >io 255043'38" --if . .... ... ... X 5GL 3 ..... ..... , 25.00 .. ....... ... ......... Q ........ ... .. ... . ... q ... .. .......... �­ ..... .... . .. .. . ........ ..... .. ... 77 g VU L0+ . U., . . ..... 7 p 7- IT . . ..... > . .... ... ... 3, to, j T 4 uj ul Lo..... . ... ... .... ... ... .... .... ....... . ... .. . .... 4 - —z ...... .... .. .. 7 . . .. ....... 4� �9- ... .... F ar P, -EI 4- -054 -fl ........... kq --------- --- f 4- .... . ... ..... ...... ..... --- -y .. ........ .. ......... ju 1 -7 -7 z z� .... .. ... t z�: — -- -- --------- -- 7 ....... .. . 4" - 4, 7� J--4 j-— y, . . .. .. .. ..... . . .... .... . ..... .. ........... . ......... . .. . ....... 0. ... . ... .... ------ - ------ - -- DN ...... .. ..... .......... .. ..... ..... - - - — — - - - — - —7-- xfi b 5 7 -`-&f TRANSITION. LEN./DIST. TANGENT -F F 7! V� ........ . .. . 39.28 7 ... 37051'49" 0 71-,:', . . .... j— :o >io 255043'38" f --if . .... ... ... X ... .. ... "C', E39059'12" 25.00 —A q ... .. .......... �­ ..... .... . .. .. . ........ ..... .. ... 77 g VU L0+ . '­,'.:--',,, ............ I . ........... . ........... . . ..... 7 TAN........... 7, 7, ­�,,-,`,�-Jl� . .. ..... .......... .. ............ IT . . ..... z: ........ ......... . to, ......... . �, T 4 uj ul :;�IJKL3­ . ... ... .... ... ... .... ....... . ... .. . .... 4 - —z ...... .... .. + 7 . . .. ....... 4� . . ..... F ar P, -EI 4- -054 -fl ........... --------- --- 4- -y .. ........ .. ......... ju 1 -7 z z� .... .. ... t z�: — -- -- --------- -- 7 7� J--4 j-— y, ........... . ......... . .... ..... . 41 ..... . ..... 7: 41 . ..... 7 . ... . . ...... . ... 7- —7-- xfi DELTA/BEARING -`-&f TRANSITION. LEN./DIST. TANGENT -F F 7! V� ........ . .. . 39.28 7 ... 37051'49" 57.00 71-,:', . . .... 19.55 >io 255043'38" f --if . .... ... ... X 7 E39059'12" 25.00 —A q ... .. .......... �­ ..... .... . .. .. . ........ ..... .. ... 77 g ... ........... . '­,'.:--',,, ............ I . ........... . ........... . . ..... 7 —7-- xfi DELTA/BEARING ,—r.. LEN./DIST. TANGENT 0 V� ........ . .. . 39.28 7 37051'49" 57.00 71-,:', . . .... 19.55 QQ 255043'38" f 169.60 24.45 E39059'12" 25.00 39.26 24.99 ... .. .......... �­ ..... ..... ... ........... . 4 TAN........... 7, 7, ­�,,-,`,�-Jl� . .. ..... .......... .. ............ IT . . ..... �ORADE. 0 7. �i, 1, . .... . .... ui ... . ....... ......... . �, T '4 :;�IJKL3­ .... ....... . ... .. . .... 4 - —z ...... .... .. 7 . . .. ....... 4� . . ..... F ar P, -EI 4- -054 -fl ........... --------- --- 4- .. ......... -------- -- -7 t ....... ... . .. -4 zt. -3- SCALE IN FEET 0 40 80 120, 160 06— — N, ,�0,� SEE 5MrlT AVENUE SCALE: 5TREET IMPROV- PLAN 5 ZZ 4 OF G SHEET 2- /�\ `� DWG- NO. 2779 ROCK DRIVE u- d RIVER m I- 5EE 51-ifET No- 4 41 0 (T= h- 4G' it 11 0 lji2v- "'i DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 V� ........ . .. . 39.28 7 37051'49" 57.00 37.67 19.55 QQ 255043'38" 38.00 169.60 24.45 E39059'12" 25.00 39.26 24.99 ..... ..... ... ........... . 4 TAN........... 7, 7, ­�,,-,`,�-Jl� . .. ..... .......... .. ............ IT . . ..... �ORADE. 0 7. �i, 1, . .... . .... ... . ....... Z z, ....... ..... :;�IJKL3­ . ... .. . .... 4 - 2- - ...... .... .. SCALE IN FEET 0 40 80 120, 160 06— — N, ,�0,� SEE 5MrlT AVENUE SCALE: 5TREET IMPROV- PLAN 5 ZZ 4 OF G SHEET 2- /�\ `� DWG- NO. 2779 ROCK DRIVE u- d RIVER m I- 5EE 51-ifET No- 4 41 0 (T= h- 4G' it 11 0 lji2v- "'i S60O LUMEN E$, /0,� co n12 INSTALL STREET LIGHT CSCE CAMP ROCK COURT 04 13 CON5TRUGT LOCAL DEPRESSION PER CITY STD. DWG.Lo NO. 121, WIDTH PEP, PLAN. BOULDER WAY ADJUST MANHOLE OR VALVE COVER TO GRADE. 14 P 14 18 GONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, W=PER PLAN. DELTA/BEARING RADIUS LEN./DIST. TANGENT 90000'48" 25.00 39.28 25.01 37051'49" 57.00 37.67 19.55 QQ 255043'38" 38.00 169.60 24.45 E39059'12" 25.00 39.26 24.99 S60O LUMEN E$, /0,� co n12 INSTALL STREET LIGHT CSCE CAMP ROCK COURT 04 13 CON5TRUGT LOCAL DEPRESSION PER CITY STD. DWG.Lo NO. 121, WIDTH PEP, PLAN. BOULDER WAY ADJUST MANHOLE OR VALVE COVER TO GRADE. 14 P 14 18 GONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, W=PER PLAN. BENCH MARK: #8-17 CALIBANS BASIS OF BEARINGS: LLJ BRASS CAP IN CONQETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA 'CALIFORNIA 4 IS THE SOUTH LINE OF THE NORTHEAST I TOWER LEG, 3 1 3'W� 0 HIGHLAND QUARTER OF SECTION 26, TOWNSHIP AVE 0.2 MI. 0 SAN NORTH EVATNE RD 2.6 MI. W ALONG I&NGE 6 WEST SAN BERN�RDINO HIGHLAND AVL., FROM SIERRA AVE. MERIO N SHOWN AS N 89037'36 W ON A MAP FILED IN BOOK 88 PAGES 36 PUBLIC WORKS 0LPAHTMLNT zl� Ro-r.()Iqfl DIJAWMA THROUGH 42,INCLUSIVE OF SURVEY RECORD D PLANS PREPARED FOR: ELEVATION: 1428-6090 IRECORDS SA BERN hDINO COUNTY. DRAWN BY: TRACT NO. 15840 SCALE: PREPARED IN THE OFFICE OF S.C. STREET IMPROVEMENT PLANS tme F*Cwrz.,) Lierm G) Nas M." fwfN pompme. w > pwt ON r,4�S,-�sls cv� v MADOLE AND ASSOCIATES, -INC 0 4�0�WAWN COMMED A"D 0.62183 v) 6 1 yv— Y DESIGNED: AS SHOWN -,-kE Eftwen VwLL NOT of KAUFMAN & BROAD OF THE INLAND EMPIRE "I - CAMP ROCK COURT I F*SPONS& pc,,4 My j,% lGf, OMOKM•w 0 ATTN: MR. TIM JONES 10601 CHURCH STREET STE. 107 HAVE WM I RANCHO CUCAMONGA, CA 91730 M.C.A.CHECKED: NCCWlPoRA"-'-e" tNTOTHE 0MUME911 AS 801 CORPORATE CENTER DR. 4 No . 14814 & DATE: 00 to SUITE 201 PHONE (909) 948-1311 Exp: 3-31-01 BOULDER WAY M. L. B. 9) POMONA, CA. 91768-2641 s JOB NO. DWG. NO. SHEET NO. 0 CITY clvl\ 'V 126-964 VE PHONE: (909) 802-1100 ENGR'S �fz-17-271 OF APPROVED - REVISIONS APPROVALl DATE I DATE CAJ D OF 4 APPROVAL JIM. MADOLE R.C.E.14814 DATEt � � c' 2795 3 T.M.MCITY ENGINEER R.C.E. 25126 *P* CAMP ROCK & BOULDER WAY ST IMP PLN 14 [0,147]PF: 15840 645 16 -Dec -99 03:24 PM 126 1 -964-1 DWG. DATE: IT 7 -- -- --- DELTA/BEARING RADIUS LEN./DIST- TANGENT 93040'24" 35.00 57.22 37.32 92044'21" 35.00 56.65 36.71 QQ 88043'06" 25.00 38.71 24.45 86022'23" 25.00 37.69 23.47 BENCH MARK: #8-17 CALIBANS BASIS OF BEARINGS: LLJ BRASS CAP IN CONQETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA 'CALIFORNIA 4 IS THE SOUTH LINE OF THE NORTHEAST I TOWER LEG, 3 1 3'W� 0 HIGHLAND QUARTER OF SECTION 26, TOWNSHIP AVE 0.2 MI. 0 SAN NORTH EVATNE RD 2.6 MI. W ALONG I&NGE 6 WEST SAN BERN�RDINO HIGHLAND AVL., FROM SIERRA AVE. MERIO N SHOWN AS N 89037'36 W ON A MAP FILED IN BOOK 88 PAGES 36 PUBLIC WORKS 0LPAHTMLNT zl� Ro-r.()Iqfl DIJAWMA THROUGH 42,INCLUSIVE OF SURVEY RECORD D PLANS PREPARED FOR: ELEVATION: 1428-6090 IRECORDS SA BERN hDINO COUNTY. DRAWN BY: TRACT NO. 15840 SCALE: PREPARED IN THE OFFICE OF S.C. STREET IMPROVEMENT PLANS tme F*Cwrz.,) Lierm G) Nas M." fwfN pompme. w > pwt ON r,4�S,-�sls cv� v MADOLE AND ASSOCIATES, -INC 0 4�0�WAWN COMMED A"D 0.62183 v) 6 1 yv— Y DESIGNED: AS SHOWN -,-kE Eftwen VwLL NOT of KAUFMAN & BROAD OF THE INLAND EMPIRE "I - CAMP ROCK COURT I F*SPONS& pc,,4 My j,% lGf, OMOKM•w 0 ATTN: MR. TIM JONES 10601 CHURCH STREET STE. 107 HAVE WM I RANCHO CUCAMONGA, CA 91730 M.C.A.CHECKED: NCCWlPoRA"-'-e" tNTOTHE 0MUME911 AS 801 CORPORATE CENTER DR. 4 No . 14814 & DATE: 00 to SUITE 201 PHONE (909) 948-1311 Exp: 3-31-01 BOULDER WAY M. L. B. 9) POMONA, CA. 91768-2641 s JOB NO. DWG. NO. SHEET NO. 0 CITY clvl\ 'V 126-964 VE PHONE: (909) 802-1100 ENGR'S �fz-17-271 OF APPROVED - REVISIONS APPROVALl DATE I DATE CAJ D OF 4 APPROVAL JIM. MADOLE R.C.E.14814 DATEt � � c' 2795 3 T.M.MCITY ENGINEER R.C.E. 25126 *P* CAMP ROCK & BOULDER WAY ST IMP PLN 14 [0,147]PF: 15840 645 16 -Dec -99 03:24 PM 126 1 -964-1 DWG. DATE: IT 7 -- -- ---