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.. . ..... .... .. . ..... .. ..... . . . . ...... ..... . ...... . ... .. . ...... . . ..l .. 7t -Z� 77= 77 . ... ..... .. 7 . ... .... . 7= . . . . . . . . . . . .. .... . .......... ....... . . .... .... . . . . . . . . . . . . . . ........ 3- z=T= 1, .... . . ....'� i 0 ^ )r V 4j 4: CL 32' 32 C5 8 W -SWR X-ING 18"-SD- 6� 00 C� 0 cr- CV) L 6 WR TOP S 1660.35 CN It I CL - BOT SD = 1664.77 52' 1 �8jlj58' cm EC z Lo co PROP. CP -"i T-2. SEE PROFILE cA�114 EON [-V 43L i U - CN ......... ......... 11+00 10+00 Centex Homes , �111� ALBUS-KEEFE and Nil INC. 5' p 7' 6' 5 J 1CM N. Armando Street Corona, CA 92879 ST. STA. 10+55.49 1=11 No ".0", Pli (714) 630-1626 1�18+09.05 MLLOW WOOD LANE T Fax: (71Ij 4) 630-M6 Tc 70.68 70.62 70.74 70.85 -Tc LJEGAL DESCRIF1101* Tc TcI 1 Tc MANHOLE PER APWA STD. DWG. NO. 322-1 - - _,...^. _...........,» «,..,,.» - - - ."..»»,.., .:..:.... - - - - - - 71.95 ,111.82 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDMSION OF A FOR11ON OF THE NORTHEAST 1/4 OF CURB &I 69.60 T FL CURB & GUTTER L7261 GUTTER' :7::0:2 J9 G U TTER A , 16+54.94 T SWR X-ING NI it 70.12 70, 10 69:64 70.24 LIP COUNTY OF SAN BERNARDINO. LIP LIP LIP FL LIP CA -'FP CB,,&Iv 8" ''M' SD BOT SD 1662.46 LOCAL DEPRESSM DETAIL SCALE 1 "-1 O' 7231 72.33 72.31 72-29 70.04 70.71 TOP SKIR 1659.74 `C-3" LiP LIP LIP LIP 4'L GUTTER 69.64 70.1,3 STA. 16+61.39 LINE A 18+22.26 r - 4' - - - - - - - - - - - - - -�L�-\ 72.87 72.84-11 1 2.82 72.851 ___ I --��7O46 .. ....... . . . ..... .. ...... .. . .. --J =-= --- - - - - --- - 1 F - - - - - - - 70.5511 71.23 71,32 Tc TC ST STA. 10+95.02 AA AA C. L. CB - 1 5' 1 5° 1 C.L. C8 -'V` 2B' 6A.�5 -7- �p C.S.-V STA. 16+63.74 81.3 P. E. -�Z- LOCALDEPRESSM DETAIL LOCAL DEPRESSOV DETAIL Slow 8 WTR X-ING 36" BOT. WTR = 1668.53 SCALE 1 "-1 O' woww wTOP SO = 1666.39 ........... ...... ... ... ......... . . STA. 16+80.22 LINE "C -3" yW =S 0+ STA. 16 r-,d�b.bb 4AFT 7 MH SHAFT PROP. CP -'F PROP. C&G---' 76,1 P.E. HEREON STA. 10+14.00 WTR X-ING 16- SO BOT W7R = 1668.54 H TOP SD = 1667.55 ST STA. 18+64.9f . ....... .. ....... 9 7 + C5 8 W -SWR X-ING 18"-SD- 6� 00 C� 0 cr- CV) L 6 WR TOP S 1660.35 CN It I CL - BOT SD = 1664.77 52' 1 �8jlj58' cm EC z Lo co PROP. CP -"i T-2. SEE PROFILE cA�114 EON [-V 43L i U - CN ......... ......... YID 11+00 10+00 Centex Homes , �111� ALBUS-KEEFE and Nil INC. 5' p 7' 6' 5 J 1CM N. Armando Street Corona, CA 92879 ST. STA. 10+55.49 Ph- (951) 279-3000 Pli (714) 630-1626 C.L. C8-"/" Fax: (71Ij 4) 630-M6 Tc 70.68 70.62 70.74 70.85 -Tc LJEGAL DESCRIF1101* Tc TcI 1 Tc MANHOLE PER APWA STD. DWG. NO. 322-1 - - _,...^. _...........,» «,..,,.» - - - ."..»»,.., .:..:.... - - - - - - 71.95 ,111.82 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDMSION OF A FOR11ON OF THE NORTHEAST 1/4 OF CURB &I 69.60 T FL CURB & GUTTER L7261 GUTTER' :7::0:2 J9 G U TTER SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, NI it 70.12 70, 10 69:64 70.24 LIP COUNTY OF SAN BERNARDINO. LIP LIP LIP FL LIP CA -'FP CB,,&Iv LOCAL DEFRESEM M-7AL LOCAL DEPRESSM DETAIL SCALE 1 "-1 O' 7231 72.33 72.31 72-29 70.04 70.71 70.76 LiP LIP LIP LIP 4'L GUTTER 69.64 70.1,3 FL 4' - - - - - - - - - - - - - -�L�-\ 72.87 72.84-11 1 2.82 72.851 ___ I --��7O46 .. ....... . . . ..... .. ...... .. . .. --J =-= --- - - - - --- - 1 F - - - - - - - 70.5511 71.23 71,32 Tc TC ST STA. 10+95.02 AA AA C. L. CB - 1 5' 1 5° 1 C.L. C8 -'V` 2B' 6A.�5 -7- �p C.S.-V CjR-"K" LOCALDEPRESSM DETAIL LOCAL DEPRESSOV DETAIL SCALE l"-1 D' SCALE 1 "-1 O' YID SOIL ENGINEER Centex Homes , �111� ALBUS-KEEFE and Nil INC. 1265 Corona Pointe Court J 1CM N. Armando Street Corona, CA 92879 Anaheim CA 92806 Ph- (951) 279-3000 Pli (714) 630-1626 ... ..... ........... Fax: (71Ij 4) 630-M6 Tc BASIS OF BEARINGS: LJEGAL DESCRIF1101* BEAPJNGS ARE BASED ON THE WESTERLY LINE OF MANHOLE PER APWA STD. DWG. NO. 322-1 - - _,...^. _...........,» «,..,,.» - - - ."..»»,.., .:..:.... - - - - - - 71.95 ,111.82 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDMSION OF A FOR11ON OF THE NORTHEAST 1/4 OF FL FL 1 NORTH, RANQE 6 WEST, SAN BERNARDINO MERIDIAN, GUTTER L7261 .. ..... ... ... AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, NI it 71 1,10 250 OF"I'll, 'pqlz-z",T 1-�W17-8-Ait; T, 11 U 111,7166. COUNTY OF SAN BERNARDINO. namossumam. 1 40' IDEVELOPER QMER SOIL ENGINEER Centex Homes , �111� ALBUS-KEEFE and Nil INC. 1265 Corona Pointe Court J 1CM N. Armando Street Corona, CA 92879 Anaheim CA 92806 Ph- (951) 279-3000 Pli (714) 630-1626 Far. (M) 279-2100 Fax: (71Ij 4) 630-M6 5' 6f 25' 60 52 GU77ER ST. STA. 18+64.96 24"' RCF (D -LOAD PER PROFILE) CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 73.05 7TH 72-00 - - - - - - - - - - - - - - - .84 72.87 36" RCP (D -LOAD PER PROFILE) Tc Tc CONCRETE COLLAR PER APWA STD. PLAN 380-2. N89 -22"48"E MANHOLE PER APWA STD. DWG. NO. 322-1 - - _,...^. _...........,» «,..,,.» - - - ."..»»,.., .:..:.... - - - - - - 71.95 ,111.82 CURB & ' FL FL CONSTRUCT GUTTER L7261 .. ..... ... ... CONSTRUCT \ 72.52 72.33 172.31 LIP LIP LIP LIP CONSTRUCT CA -'FP REMOVE BULKHEAD LOCAL DEFRESEM M-7AL N59'08 7231 72.33 72.31 72-29 LIP LIP LIP CURB & CUgp RB & CURB ynr& 4'L Nj'0'32'4 1'Pw FL 72.87 72.84-11 1 2.82 72.851 ___ I Tc Tc Tc Tc AA AA C. L. CB - 5p 51 4p 6p 5' i-- CjR-"K" LOCAL DEPRESSOV DETAIL SCALE 1 "-1 O' LM/CURW DATA DELTA/BEARING CONSTRUCT N00*37"12"'W ...... .......... GU77ER CONSTRUCT 24"' RCF (D -LOAD PER PROFILE) CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 90000,00 CONSTRUCT 36" RCP (D -LOAD PER PROFILE) 5 16+42.87 CONCRETE COLLAR PER APWA STD. PLAN 380-2. N89 -22"48"E MANHOLE PER APWA STD. DWG. NO. 322-1 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER AP 'A STD. PLAN 308-1. .. ..... ... ... CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. CONSTRUCT LOCAL DEPRESSION CASE A PER AFWA STD. PLAN 313-1. H=4. NAir 6'59'43EMMS CONSTRUCT LOCAL DEPRESSION CASE 8 PER APWA STD. PLAN 313-1, H-4"'. REMOVE BULKHEAD I N59'08 N44*22 `48 . .......... .... . .. ..... ... - yy Nj'0'32'4 1'Pw PROFILE SCALES I pp =409 CURB & CONSTRUCT 18'A RCF (D -LOAD PER PROFILE) GU77ER CONSTRUCT 24"' RCF (D -LOAD PER PROFILE) CONSTRUCT 30" RCP (D -LOAD PER PROFILE) (4-) CONSTRUCT 36" RCP (D -LOAD PER PROFILE) 5 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2. CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 322-1 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER AP 'A STD. PLAN 308-1. .. ..... ... ... CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. CONSTRUCT LOCAL DEPRESSION CASE A PER AFWA STD. PLAN 313-1. H=4. CONSTRUCT LOCAL DEPRESSION CASE 8 PER APWA STD. PLAN 313-1, H-4"'. REMOVE BULKHEAD AND JOIN PROPOSED STORM DRAIN MAINLINE .. ..... ... ...