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HomeMy WebLinkAbout3857-40) V) I L-3 V) I 04 I E L_ C 0 0 V) 51 Q) 0 (D Q) Ld E CL Lo C:) 0 (3) Lii 04 C.0 0 0 C Lri 14 L0 E 0 Q) Z c (1) OL U) II? It ItI. . . . . . . . . . ILo T IIII-QD ...... . ...... ...... IL 0 co _cj In t -LL IIli IN 7 IcN Iz U_ + Icj 12r R -771-, + F31M., SE H� -L III C) :S. N V) n 7, -0 L0 0D 111L SD II? 1 ca E;D - -;a t 00 N ------ R_ �_OSED* __E1 S U A-1 9P C* V) 7 CE. + P c . . . . ......... + 7 77 Cj X .1 .-GRO D E_ -IS-T NG '-HGL'- ro 7 ""00UND .. . ..... .... ffl) E STING E ISLIfiq D: -GROU S F ROPOSE 0. c ?FA`f--G-�V- II --S . fj II.... .. ....... 0 L -INI. H _D F S -E I------ 7-@77C! -RF -C -1,65 - t 0.3,1 SU A E L SD PROTECTIOWBARR� R W L C INV W �j L/ '7777 . .. .... ... U100 W 5C _S_'0.0 F'7771-=7; IGL C.' t RAUL-A HYD A c .7 . k I F_ f 7. 1_'.0 Q 7 T77-7: 7-F ...... ..... .. V, j I 1�0 Vj -T . ..... . CI- L4J CL a_17 cz La to . -A ......... _�+_ - L. -, i . - .. I- '- -_ ­ -_ .. ?, Uj 1H. A U L IV- . ...... YDR Y"RAU'Ll' C A 4. -CTS M (O 2. f I UU1... 5'. e%- I A X f_11 -S 0 ..... . + + It 7j� '30. -RCP -V) i7 - - ---- HYDRAU UIC - Ca i- Uj Uj =7 7 LL) IIW ips n + 4 A^ Uj c CN Lj_ T'_ -cn - 7 71 'UJ 7-17-Z-. 7 ? I71 _U 0 .00 w . s __j ­LZATI A- IRAULI.C7 HYD A C DATA 9-�Z:�-cf + A -j 4__ _f P -uAT7A CL H, YDRA ILO- - VIM -4: C t S (10 CC) UU f) -00 - IN t 00". ji -t- L-1 V-.. t- U-* 'LL t C6 + n + 6- - - - - Lz V L 0 1-77-f Uj ca LU ,��77 - LU EP -V- . A ,,F ' -, fps y7 . E- C0 -RCP- _,12 T. 40.,: F US 7- 7 -73 1 3. t k l(v-ZUUv) 7T L.P 2 R 7 -7 P7 IA ...... . ..... 7771- P ........... Z' --- ------ ------- I ------ - - ROFILE SCALES -j . . .... .... VERT.: 1 "=4 I3 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 10+00 11+00 11+00 10+00 1 21 6P 5' a 50 -1 5 2 1 6# 5 5$ 69 28 1 50 1 5' LAT `Bj-2A ST. STA. 10+97.65 59.94 59.67 58.22 57.93 \006 'u", SEE PL �N & PROFILE '465 I 63' ?0 FL 7. 4736 52.69 52.37 FL P T. 'E S \LU (31 PT. HEREOb G/L CI 114 31.5' 31. 4Z 18 4 47.39 55.52 55.20 W=21 0'- V-5. O' FL PT FL FL F. D 35 58.19 c� P, _j IPT 5 0. TC- 65j 2 L -Lr CC cot 7 �A -_7 IT' 1 32, t 46. .68 47.00 65.3 P.E. ':�A7STA 54.48 WER X-ING 2.4-!- -SD P 7 T C PT C .50 -'FA -TOP SWR. 5F_-1-6-4_6"12 60.19 STRAIGHT GRADE 58.42 58.08 VALLEY FL '--BO-T-.-SD'-2-- 1647.9�',.\ STRAIGHT GRADE STRAIGHT GRADE PT F PT G EP EP 47.39 47.55 52- RR I I I 1. - VALLEY PT E CURB & VALLEY CURB & tPT. F PT. G EP EP PT G PT F CURB GUTTER q 6 9.69 STA_1 _+_742.1_WLA-T­B":�2A CIL INT f ;w -6 /%HMO P. rl 1PP lep GUTTER Dk7AL YAN SCALE 1 It =20 DATA w-40, 0o NSTRUCTION NOTES F3.18 PROFILE �'SEE PIOFILE HE ON WA TER--X.---!IN a -41 SD '-IArr6 i- �'!) DELTA/BEARING RADIUS LEN./DIST. TANGENT 24" RCP (D -LOAD PER PROFILE). N59 -19'0013E - 5.32 30-00'00 39 22.50' 1 1 .78' 6.03' C 9 93 N89- 1 9 UU L - 488.59 9 - 89059'54 22.50' 35.34' 22.5 9 is NOO-41 06 W - 114.98 9 - F 90600,00" 22.50' 35.34' 22.50' G N89 1 8954"E - 128.40 - 61 N44-19 9 00 99 E 22.50 37.48 22.50' (Dj N44 -19'54')E - 20.51 - w-40, 0o NSTRUCTION NOTES F3.18 PROFILE �'SEE PIOFILE HE ON WA TER--X.---!IN a -41 SD '-IArr6 i- �'!) AL , ) \ \, \ %. N - I v UU ItK STA 104-90. BROOK�ID.E A VE. CTL GUTTER GUTTER GUTTER ca-vm 1-6 -+.! �5 %raw%imp 6 - 1 FN 1 r L NCQNQ?E_1�� ULILLWS, LOCAL DETAIL LOCAL DEMESSION DETAIL LOCAL -DEPRESSION DETAIL SCALE 1 - )f= SCALE 1 10 SCALE 1 10 It THORNBERRY WAY GCP 36 vBv at, I 1 1041 2 6 8 -1 Qt� 48. 00 w 36 PIPE CL 42 '1\, �\ -":- - Z - 0 y kq___ CL COI`4Ci?E-TE`_ L�AR 0 r _\�� ------ 49-6i P.. ST -1.0,+50.15 'r F 0 P.E. CL 5U. �y H_ d. / E SD fr 51�1. P E:--- 4 I /1 50 `7 P E S 3 0 LAT "13-2A11-, 8. 1 PX. �A I 0 ---_STA,_9+9"5,LA 1, ib-ZA. \'(;./L IN 1. 1.0 1 19 tc IB_2L" C/4 ____16 37.-00/1 % S TA. 10+0GFU0\CF 1 . f-� LLI L'INF' '.B--:,21\� 'CIL "___�STA. M+00.,QG� 1SAGEGROVE LANE S=0- 0050 00 a=S,7A. q 9X5-1DE A -- - - - - - S T. A. 1 1 -�48. 22 i c:-,1-0*00. 06 'C35 "B -2J? C/L 6.25 -I 7- 15+05X5"B0-, �-2 H. SHI.J , 4913 P:L' . 11 f SEE PLAN & PROVIL'b t 7 - STA. 18+19.72 1PN SHEET 2 1649.50 FL + + PROP. 8 C, -65.28 �.BC fo+ N. T. S. -7 -LA .-PRO SAGE -GROVE 10,+ 1 7.06 EC c o. 16 S1 45-.,16­1� T "B -2A"' CIL T I -b+ T, S-T.,.STA. 13+ 2.35-l"' =sTA.,--i THORNBERRY VIAY LA !B -2A CIL CB -WL" rLUIV,--) I MUL, I 0 MUr U-LUIAU t -LM I-MUr ILL) L L I-LAIV U oe 0. 9 CP \_�TA I HEREON 1113 ____ - . \ W=21.0'- V=6.0' 1 1.50' STA. ,1'5+, ICIL N T. <iC�EO UWtA1VE-- 00\THOR�PERRY WA Y 1�/ TIC= 49. 7 P.E. `�,,,TOP SWR. 1 -SEEVP OFILE 18 RCP 5 1\ 2 P, E." i I 1) R 50 636 W: D 164Z 78 OF \% I 3-1-82. 85 SAGEGROVE T_ i�f _ 1 -5 - - =;STA. 10+00.' STk---J0+,1-5. 6- 0 -D' CONSTRUCT HEADWALL PER CALTRANS STD. D89 AND AS 0" IF/e 5S.0 P. E. Bat SEWER -IN 4 3 '5P 9.3 P. E. 105 CONSTRUCT 36" GCP INLET PER CALTRANS STD. NO. D758.* 48.5 P. E.CONSTRUCT PIPE OUTLET PROTECTION BARRIER PER SBCFCD S.P. 101-1, 101-2, AND 101-3. BASIS OF BEARINGS: LEGAL DESCRIPTION: BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO. AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 0003024 WEST. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 1 0 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVID 88 - 1508.56 (FEET) TOLL FREE '"Mmm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION L� I lzc-cogo 0g1jw1,-,1c, BOT. SD = 1640: nr-rvr-u 48.8 P. E ca GWHIC SCALE OWNER/DEVELOPER SOIL ENGINEER 40 0 20 40 80 Centex Homes ALBUS-KEEFE and ASSOC., INC. JUNCTION STRUCTURE DATA 1" 400 "B�Bv 6.2511-A 1265 Corona Pointe Court 1 01 1 N. ARMANDO STREET MAINLINE LATERAL STRUCTURE 7YPE A B c D1 D2 L ELEV. "S" ELEV. "R" Corona, CA 92879 ANAHEIM, CA 92806 LAT. "B -2A" C.P. "B -2L" M.H. 322-1 45'00'00 24 2.64' 24 24 1639.84 1639.98 N. T. S. Ph: (951) 279-3000 Ph: (714) 630-1626 Fax: (951) 279-2100 Fax: (714) 630-1916 LAT. 11 B -2A 11 C.P. It B -2M 11 M.H. 322-1 45'00'00 24 10 2.64' 24 24 1643.96 1644.33 LINE 78-2 LAT. "B -2A T.S 340-1 30*00'00" 24 4.01' 30 30 1636.57 1636.78 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL -ENGINEER CITY OF FONTANA, ALIF RNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL A AE 1�1 A STORM DRAIN IMPROVEMENT PLANS E r" --J (:�i I r**-sJ E E R I r-sJ 4ZA DRAWN BY- ARIC M. TORREYSO -X- SCAI F: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE TRACT 16290-2 No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. )LATERAL 1113-2X CID 1113-21-l', CP "13-21VI" ASSHOWN CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp. 06-30-06 PH. (909) 783-0101 FAX (909) 783-01 08 DESIGNED BY: DATE: THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN CIVI PREPARED BY.- ARIC M. EYSON R.C.E. NO. 66068 D.J.D. / O.S. APP ­P�WN�PROFILE JANUARY, 2006 OF C EXP 06=30-06 CHECKED BY: DRAWING NO.: 4 1 A EFFECT. do DATE. A.M.T. 3W 10 0110-rIll M7,47q. 07 Y EN EER R.C.E. 51152 DATE: \�­CON.STRUCI 24" RCP (D -LOAD PER PROFILE). CONSTRUCT MANHOLE PER APWA STD. SMA 1 W8. T�8 DWG. NO. 322-1 SHA CONSTRUCT TRANSITION STRUCTURE PER APWA STD. CONSTRUCT PLAN 340-1. STA. CATCH BASIN PER APWA =STA. 15+ 78.99 LA%D 10+00.00 �C/L STD. PLAN 300-2. CONSTRUCT LOCAL DEPRESSION CASE A PER APWA STD. PLAN 313- 1. X CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1. CONSTRUCT CONCRETE COLLAR PER APWA NA 8. STD. PLAN 380-2. I AL , ) \ \, \ %. N - I v UU ItK STA 104-90. BROOK�ID.E A VE. CTL GUTTER GUTTER GUTTER ca-vm 1-6 -+.! �5 %raw%imp 6 - 1 FN 1 r L NCQNQ?E_1�� ULILLWS, LOCAL DETAIL LOCAL DEMESSION DETAIL LOCAL -DEPRESSION DETAIL SCALE 1 - )f= SCALE 1 10 SCALE 1 10 It THORNBERRY WAY GCP 36 vBv at, I 1 1041 2 6 8 -1 Qt� 48. 00 w 36 PIPE CL 42 '1\, �\ -":- - Z - 0 y kq___ CL COI`4Ci?E-TE`_ L�AR 0 r _\�� ------ 49-6i P.. ST -1.0,+50.15 'r F 0 P.E. CL 5U. �y H_ d. / E SD fr 51�1. P E:--- 4 I /1 50 `7 P E S 3 0 LAT "13-2A11-, 8. 1 PX. �A I 0 ---_STA,_9+9"5,LA 1, ib-ZA. \'(;./L IN 1. 1.0 1 19 tc IB_2L" C/4 ____16 37.-00/1 % S TA. 10+0GFU0\CF 1 . f-� LLI L'INF' '.B--:,21\� 'CIL "___�STA. M+00.,QG� 1SAGEGROVE LANE S=0- 0050 00 a=S,7A. q 9X5-1DE A -- - - - - - S T. A. 1 1 -�48. 22 i c:-,1-0*00. 06 'C35 "B -2J? C/L 6.25 -I 7- 15+05X5"B0-, �-2 H. SHI.J , 4913 P:L' . 11 f SEE PLAN & PROVIL'b t 7 - STA. 18+19.72 1PN SHEET 2 1649.50 FL + + PROP. 8 C, -65.28 �.BC fo+ N. T. S. -7 -LA .-PRO SAGE -GROVE 10,+ 1 7.06 EC c o. 16 S1 45-.,16­1� T "B -2A"' CIL T I -b+ T, S-T.,.STA. 13+ 2.35-l"' =sTA.,--i THORNBERRY VIAY LA !B -2A CIL CB -WL" rLUIV,--) I MUL, I 0 MUr U-LUIAU t -LM I-MUr ILL) L L I-LAIV U oe 0. 9 CP \_�TA I HEREON 1113 ____ - . \ W=21.0'- V=6.0' 1 1.50' STA. ,1'5+, ICIL N T. <iC�EO UWtA1VE-- 00\THOR�PERRY WA Y 1�/ TIC= 49. 7 P.E. `�,,,TOP SWR. 1 -SEEVP OFILE 18 RCP 5 1\ 2 P, E." i I 1) R 50 636 W: D 164Z 78 OF \% I 3-1-82. 85 SAGEGROVE T_ i�f _ 1 -5 - - =;STA. 10+00.' STk---J0+,1-5. 6- 0 -D' CONSTRUCT HEADWALL PER CALTRANS STD. D89 AND AS 0" IF/e 5S.0 P. E. Bat SEWER -IN 4 3 '5P 9.3 P. E. 105 CONSTRUCT 36" GCP INLET PER CALTRANS STD. NO. D758.* 48.5 P. E.CONSTRUCT PIPE OUTLET PROTECTION BARRIER PER SBCFCD S.P. 101-1, 101-2, AND 101-3. BASIS OF BEARINGS: LEGAL DESCRIPTION: BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO. AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 0003024 WEST. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 1 0 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVID 88 - 1508.56 (FEET) TOLL FREE '"Mmm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION L� I lzc-cogo 0g1jw1,-,1c, BOT. SD = 1640: nr-rvr-u 48.8 P. E ca GWHIC SCALE OWNER/DEVELOPER SOIL ENGINEER 40 0 20 40 80 Centex Homes ALBUS-KEEFE and ASSOC., INC. JUNCTION STRUCTURE DATA 1" 400 "B�Bv 6.2511-A 1265 Corona Pointe Court 1 01 1 N. ARMANDO STREET MAINLINE LATERAL STRUCTURE 7YPE A B c D1 D2 L ELEV. "S" ELEV. "R" Corona, CA 92879 ANAHEIM, CA 92806 LAT. "B -2A" C.P. "B -2L" M.H. 322-1 45'00'00 24 2.64' 24 24 1639.84 1639.98 N. T. S. Ph: (951) 279-3000 Ph: (714) 630-1626 Fax: (951) 279-2100 Fax: (714) 630-1916 LAT. 11 B -2A 11 C.P. It B -2M 11 M.H. 322-1 45'00'00 24 10 2.64' 24 24 1643.96 1644.33 LINE 78-2 LAT. "B -2A T.S 340-1 30*00'00" 24 4.01' 30 30 1636.57 1636.78 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL -ENGINEER CITY OF FONTANA, ALIF RNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL A AE 1�1 A STORM DRAIN IMPROVEMENT PLANS E r" --J (:�i I r**-sJ E E R I r-sJ 4ZA DRAWN BY- ARIC M. TORREYSO -X- SCAI F: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE TRACT 16290-2 No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. )LATERAL 1113-2X CID 1113-21-l', CP "13-21VI" ASSHOWN CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp. 06-30-06 PH. (909) 783-0101 FAX (909) 783-01 08 DESIGNED BY: DATE: THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN CIVI PREPARED BY.- ARIC M. EYSON R.C.E. NO. 66068 D.J.D. / O.S. APP ­P�WN�PROFILE JANUARY, 2006 OF C EXP 06=30-06 CHECKED BY: DRAWING NO.: 4 1 A EFFECT. do DATE. A.M.T. 3W 10 0110-rIll M7,47q. 07 Y EN EER R.C.E. 51152 DATE: