Loading...
HomeMy WebLinkAbout2816-20 0 0 04 C; 0 _W 0 j- 4- 4 -4- 4 1- V- F- - 4 . . . . . . . . . . . .... T: j- 7 j- 4 =_T -A J 4- 'a E _a: -!=z 4 4,: J_ 41 '4' ---fn _7 _,:-A, - --j . .......... . j 0,60 -:A T N A ------- ...... ...... L."d . ...... .... + - _1 __ __ _ I_ 4, _4 4- ... .......... ........ ___ ._1---2,-+-_- j� -1 1—— A-+-: _PW4_­__ _71�..I:,_.�, ....... ... .. -T. LAU X -: -r-, n ...... . . ........ 41- L _4_ _4_ 7, 4 -- --- ------- - j-- --- 1z.= L -- - ------ _T 7' - 4- X J K, L.0 ...... ...... -Al _41 4, r7-4-- -------- ------ --- ---- s 4-_ __ _ - I --------- A, 4 + - - %6A -A X- 77 -.7 -------- - --- ........ - ------ . ...... -7- ... ... .......... '_[7.7 I_ __4 4 T ... ...... ... -------- --------- . ... ......... . M M. 7 .4-= 4., -- -------- ... ..... ... . ... .. F 4 4__ .... . ... ..... ----- - .... .. 7 Z' - ----- -:Ar ..... . ...... ---------- . ......... ... ...... . .. ........ .. ........ .. .. . ....... I ­-­­-­­_­ 4 - ------ .11-41 Z t=.7 .. ........... .. . ....... ... ... 3 ............... . .... .... . .. _77 .0 . ........... ; ..... .. - . ..... ............. --41 . .... ... z4L 14 WA.. J 64--- WO A E -N, _T t - ------- Awl, -------- q ------ + - / - ,:.. : . J, + .. ......... . ........ -- ------ ...... E. --- - -- ----- ----- - ----- ---- -- --- -- ----- ------ ------ -- - ----- ------- ------- J­ _-K "M - ----------- . ............ . . .. 7-4 " ­ - - - �!__ 7- - ---- -F- - - ___ + A . ...... ...... '7- ....... ...... ........... _.4 4_ 23 fn L f ....... ... ... ....... ...... '5T - rN.-P + - 4__ L j . .... . .. .... _4_ Is A ........... f 4M- .......... 7, AL __4 T ------ --------- t A, J: M + -_L- - �m I _0 . ..... -Al -- ------- -- ........ .. . .... ...... . ............ ....... .. .. L.--- ...... ---------- ...... . f 4- ............. ... .... ........ t . ..... ..... 7. 0._-- ­ L ttt_ 4_ ­­ .4. 7 J J. 4 -4 T-4 t :�B_ JR -4-C 2- + - - - - - - - - - - - 1W 1ZX ff ie T.- + Az . .... ..... ...... m__. . ..... . . ...... nri -A . .... .... j 7�7! f Z.; 4_- 4-_ 4 4 - , - __ -k- - - -J ---,_j--- ­ ­­ . _f _­­ - - -- --- __ ­ `= 1 + 4� _4_ ? q_ 7'. 17. J. 4 A— _- A .... .... 4 r f .... .... . . ­ + 4- . ...... ... .. ...... --------- E- --.=I ------ T* n -11 - - t --_Aft: .­­ .1-1 - ~ -:,:, , : -,:, --l-, .1 4- -7 -:,., 7: T _7� ........ - - ------- 4- ---? --- ------- Z> rs --T 4F 4 ....... ...... --------- - 4-- .. ........... ...... A-- 4 CD G J: ....... f 4 4 f ------- �AT Ep. J .01 .0 :_N� 4 ...... ..... .. ....... .... ..... ..... .......... 4 LL_,""(*L ..... .... .. _eje _/E + J, A- ...... 7, 7 h b- 4 + jj 41 77�� 7-7-7-7-1 j -------- - 1 7 tl- 7TT., 7_ t z .......... . 07-- _1 L ------- 4(o. - ------ . ........ A_ _AF ---4 ------- ... .... -- ----- 77-777 -7- ...... . ...... ..... . .. . .... . .... ...... .. . .. ... _7 .7. 11. .. ..... ...... ------------ ----------- . ... ... ----------- ------- ....... .... ...... ....... ------ j t -4- - 4 T_ .... .... A t L -------- -- ---- ------ ...... - ----- -------- A _4 ---- ---- -4- -------- ----- ...... . .. .... .. ... --- --- � Zj, J . ...... - ----- _J 4- . ... ..... ----- ---- ------ ­ 7, . ...... X- ..... ... . ... T. j) ------ ------- - - ------- _T_ J.-. ZI F: _+ -3-. - __:_ _. -7:_.�.f­_­_�_': _­ - ­­ i-1. _q 4, 4 + ............ 4- 4 4_ --- ----- ---- j mi- . .. ___ - __ -�::: -� -. --:-- ------ [­­ _1-1 I ­­ - ­ '-A _4 .. ........ . j_ N J, -_:::E- -z _AL ---- ------- f - 1-1- - ­­ _-'-f' - I... I '_t-'__7 ": __ - ­­ " ­_ ­­­� ------- . ........ - ------- .1 ­ :­ ­-, ...... . .. .. ..... - . 7i J: . . . . . . . . . . .... --- --------- -- - j_ _7 -T "A 7, 17, � . - �_ "I __ ---------- XL 4 j 7.7 1'. 7777 :t. . ..... ..-.j ...... . A: _j ............. L !7 7. 4�._ J j A __4 _A_ -4- _--I J: 4 E'.. . . . . . .. ......... --- - - ------- - ------ ------- --- . ....... ------ Ar- - --- ---- . ..... --3 . ... ........ �­ .......... .. -1 ...... ------- 74'r 4 .... .... . .. ...... _n_ . ...... . --- - - --- ----- . .. .... U 7 .... ...... ..... . .... + . .. ...... .... t ___i 4 4- = 40 4- A "', . ..... ­­­ ­_,­­.­ ­ - ­ ­­ ­­.. ­ j_-_-+_.__,!__- ­­­ �­� - _ _ _, �:': "; . - " " - .. .... .... .-.1 .. ... AL ......... . .... ... 4 ORIZ: 4 r ...... ... . -- ----- _7 -4- .4 PROFILE _4 __j A 4- 4_1 ------- . ...... J- T 1 40 I. . ........ .-A =_.-JE-a- -4, ... .... .. f _=_ - I VERT. 1 4�-- "4 T 1: z . ...... .. 4 t 4. L f C: 10 11 12 13 14 15 16 17 18 19 20 Pr_ F' 1-/ \ S, r. 2 GRAPHIC SCALE 40 0 20 40 80 160 T . rq A sc� T -1 rc- " 0 ­/ el 6" , 2 OAKS-PRING DRIVE 20+44.49 BEGIN CONSTRUCTION 1394.34 TC 20+55.17 BC�� 0 1394.70TC �-_.7 L=9, 7 20 1395.37TC 2.5 CROWN LINE 1 i:;- 24 54 * 27' 27 30 20' 7 20' 2 CURVE DATA 13 20+44.49 BEGIN CONSTRUCTION R 9 C-01 5' P. U. E. 44 7UV=� 10+52.00 ECR 1401.83TC 1 LU C) M 1394.34 TC 183.75' 10+48.00 130' 1402.68TC 32. 00' 90*00,00" of 0 0 ro )L 0 0 I-_ 25055'00" 28.19' M D2- 1 2' 20`1 0 1q_ 0 U? A 6 26 42 7 .40 2 i. -9 300 131 LO r 20+83.49 ECR 00 48 31d? 31.33' 16.01' .114 + C_3'� U) +0) 2 5' P. U. E. 149.73' 5.1 7 5' P. U. E. 9U00,00" 15+99.00 BCR 52.00' 0r) 12+89 . :)8 CL INT. ARK DRIVE= 1395.67TC REGAL I 1 BELLGROVE WAY -q- 00 9900 V 00 Pf 78.54' 50.00' 1415.69TC CROWN +00-�)o LINE CF) n 0 00 I- 10 4L0- u, C; r_1 LO 95. 0A -6-a. -& 60 -00-L- 60, -GO-L- 60. -90-L- _GCY__ -6-11 -00' --6-a -&0zk--- &5T -O& 95. 001 ':7 0`2 (r - P 00 0) Of 0 - 0 BELLGRO V E WAY SEE SHEET 3 0 R 9 C-01 5' P. U. E. 44 7UV=� 10+52.00 ECR 1401.83TC 1 60.00' 110 4N. 16 7 183.75' 10+48.00 130' 1402.68TC 32. 00' 90*00,00" of 0 0 ro 60.00' 25055'00" 28.19' M D2- 1 2' 20`1 32 20' 47.12' 2 00 48 Cq 31.33' 16.01' 6 58.00' 00 149.73' 5.1 7 52.00 9U00,00" 81.68' 52.00' PO -q- 00 9900 V 00 Pf 78.54' 50.00' LO N OD CROWN LINE CF) n 0 00 I- r,: M C; r_1 +1 to W 0 BELLGRO V E WAY SEE SHEET 3 0 R Stratham L T 1 60.00' 14304959" 150.62' 183.75' 2 32. 00' 90*00,00" 50.27' 32.00' 3 60.00' 25055'00" 28.19' 14.36' 4 30.00, 90000,00" 47.12' 30.00' 5 62.00' 28057'18" 31.33' 16.01' 6 58.00' 147* 5 4'3 6 " 149.73' 201.67' 7 52.00 9U00,00" 81.68' 52.00' 8 50.00 9900 V 00 Pf 78.54' 50.00' Underground SemIce AJert =C5 CO TOLL IFFEE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. -Ajz lu PLANS PREPARED FOR Stratham Homes Attn: Nick Kohlon 2201 Dupont Drive Suite 300 Irvine, Co. 92612 (949) 833-1554 -Ajz lu �.7 -N, 2 . . . . . . . . . . . . . W W, _Ml 6,0_00� �C_60, C10- ;�_60_ OLO - L0 L6 7 ro 5' P. U. E. -0 -1 A rn 14 13 0 F - LO O� - N in r-� 1 API LO + CONSTRUCmInION NOTES REMSIONS Engineer city BENCHMARK No. Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. L10 Z, !22 t4 I in ELEVATION: 1428.6090 EaLod Q__ INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FF. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 3 CONSTRUCT 4" AC PAVEMENT OVER COMPACTED NATIVE 6 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 7 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=10' 9 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5" 13 CONSTRUCT2 of x4" REDWOOD HEADER 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 30 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 1118 Prepared By: SS/ 0 ALLARD J. Civil Engineering - Land Planning 6101 Cherry Avenue (0 Drawn By: Fontana, California 92336 - No. 36052 z DA/DBW 0 rn (909) 899-5011 Fax (909) 899-5014 LO Ex p. 6/30/2000 Designed By: RD �om V I \, RayrnoAd J. Allard-) R C.E. 36051-- Date Checked By: F' CX (expires 6/30/2000) 01�_ Cm- RJA CITY OF FONTANA. CALIFORNIA STREET IMPROVEMENT PLANS Scale: TRA CT 16046-1 1 $1 = 40' 0"11, A Date: RE%.XAL PARK DRIVE Approved: 4M CITY ENGINEER Dwg. No. 2 e 4-10 -cc) . R.C.E. 25126 1 2 8 1 Co 3 Filenarne: M:\DWG\12903\16046-1\STREETS\ST2.DWG ( IN nff 1 inch = 40 ft. EET 3 SUMMERLAND LANE 0 0 0 % 7. 92 Ui r-- .:* 77. LL 15+65.91 EC 5 1415.36TC: L=27, 79 PRC 1415.67TC 25 L=30. 33' 4 CROWN LINE �.7 -N, 2 . . . . . . . . . . . . . W W, _Ml 6,0_00� �C_60, C10- ;�_60_ OLO - L0 L6 7 ro 5' P. U. E. -0 -1 A rn 14 13 0 F - LO O� - N in r-� 1 API LO + CONSTRUCmInION NOTES REMSIONS Engineer city BENCHMARK No. Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. L10 Z, !22 t4 I in ELEVATION: 1428.6090 EaLod Q__ INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FF. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 3 CONSTRUCT 4" AC PAVEMENT OVER COMPACTED NATIVE 6 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 7 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=10' 9 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, W=5" 13 CONSTRUCT2 of x4" REDWOOD HEADER 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 30 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 1118 Prepared By: SS/ 0 ALLARD J. Civil Engineering - Land Planning 6101 Cherry Avenue (0 Drawn By: Fontana, California 92336 - No. 36052 z DA/DBW 0 rn (909) 899-5011 Fax (909) 899-5014 LO Ex p. 6/30/2000 Designed By: RD �om V I \, RayrnoAd J. Allard-) R C.E. 36051-- Date Checked By: F' CX (expires 6/30/2000) 01�_ Cm- RJA CITY OF FONTANA. CALIFORNIA STREET IMPROVEMENT PLANS Scale: TRA CT 16046-1 1 $1 = 40' 0"11, A Date: RE%.XAL PARK DRIVE Approved: 4M CITY ENGINEER Dwg. No. 2 e 4-10 -cc) . R.C.E. 25126 1 2 8 1 Co 3 Filenarne: M:\DWG\12903\16046-1\STREETS\ST2.DWG