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HomeMy WebLinkAbout2672-629Q Q1 CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED O 10 20 30 40 ro0 80 (20 NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31) Q2 CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101 - 10+00 X53 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. 104 (MOD. 8' WIDE) .-15+070 Cl INT. �%' 40 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A piN �. Q DELTA/BEARING RADIUS LEN./DIST. TANGENT � LL- 87023'41" 25.00 38.13 23.89 g 37051'49" 57:00 37.67 19.55 C 255043'38" 38.00 169.60 n20 �� ZLTOry lF y��QSoy?� DESIGNED: EFBAY Q DELTA/BEARING RADIUS LEN./DIST. TANGENT o �� No. 148149 E vALL.EDR �G ��' Q5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A. "W" PER PLAN G � -- Z CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO.. 121, WIDTH PER PLAN 3,.4 co��� Q7 ADJUST MANHOLE FRAME &.COVER TO GRADE PER CITY STD. DWG. NO. 109 Lj3.O ' S Q8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 0 �< O .ya, .w! r_ q� Q9 INSTALL 5800 LUMEN STREET LIGHTS BY OTHERS -1- R �rJ 6 g 3 -4 N .� D �, 10 20 CONSTRUCT DRIVEWAY APPROACH --(W= 1 G' EXCE FT' VH Eft E NOTft D) PER C1TY 20 20 57D. NO. 103. 11 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. N0. 118. 0L w �i ca v 1 1° Cod 12 INSTALL 2" X 4" REDWOOD HEADER. �? 20 IU Qy L 3° ti� �� fig• �,.6 v �. p co r�OkV'-1 , p O Jr Nr° 'v� i -� O o N .+09 r N ►y`� 10 BALTU SROL LANE 5 G. 3 4 oke ��10 a► mo v� 1 0 10 a)'7�' 20 o SEE SHEET', - 5 of 4 .0 49.3'1 C, L'3 f n , ; . ' �� ��� _i m 02 ab 'A `-\ n 0 20 W (6Lo in ' A • s r .r r t 20 Zp 24 20 m J ti T :A 20 } 58.93 TG. E.G. 39. - - "' v 3 v , 58.43 FL f 27.35 X a- v 0 DWY O i- oo N VALL lsv •:: _ . ..� .. .. , . ::. �.-.. N ao t` o f N E c9 -cit T U. OU N rn G (o -17 1 ti N o� <. 9 a �o 17 18 -� 19 `� e C � ° B T� Ln �j 1 �O {3t Ln Ln ao �• 59.19 TG P. .G_ - �',t' _ 1 `� �, r pWY -� �' 58.69 FL -� 69.00 23.31 0 56 1� n c9 5� a + 39 OG TG. 38.56 FL zz SCALE: 1" 40' tki� © -�- + r. a 2 6 6 ~ - <� L_ 5' S L-2. 943.35 4.0 4 .00 ;..?;�4 63 ►��� 14- . 9J _ 45.0 7.10 �. rn c o c F m Ln to U cl L ..7 v �.. 9 G .4 L R � .... ........... , .. ... _ .:. .. ...:.., . .. ... ... 1G 115 � � +27 A O �Cc IKL :G B 9 2 N Ofl4 27 / O d- f- ro ti 13_ -: i �o :�LL- EY DRIVE a Y, :.:.: PSN E VALL �, 3 L,4 o 24.�� � 3 ; o �O I 34 8!' ,2,� SEE SHEET� 20 �' o 0 11:11- ` 41.93 X 'bu m � N � N 10 20 0 =21.47 1.53 45.00 45.0 25.00 � LL- } o t-, v `0 90002'32" 25.00 39.29 O G 24004'14" 57.00 23.95 :� v 14 m A i' 13 12vl- Lo n20 �� ZLTOry lF y��QSoy?� DESIGNED: EFBAY Q 45.00 29.79 L 15,6 1 4-- vyv W 141 L=59•07 Q 8 z 0 10 N � �kg LOv -� a- f- LL- A 2 OF 9 • 20 HAZELTINE COURT PLANS PREPARED FOR .l�•0� KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 - ON THE EAST SIDE OF CITRUS AVE. USLD AS THE BASIS OF BEARINGS ELEVATION:. OD 872341" 25.00 + -f--N U v \ J U) to co t-, v 43.03 90002'32" 25.00 39.29 25.02 G 24004'14" 57.00 23.95 DATA QH 135036'36" 58.00 137.28 Lo Lo n20 �� ZLTOry lF y��QSoy?� DESIGNED: EFBAY Q DELTA/BEARING RADIUS LEN./DIST. TANGENT o �� No. 148149 BAY HILL LANE 20 - DATE: '- I PHONE (909) 948-1311 -AM W 62029'53" 250 .•00 272.70 151.70 - , _- '.'_ BENCH MARK: 4 F15 BASIS OF BEARINGS: THE BEARING OF N890 30'06" ALONG CITY.OF FCALIFORN7A�� DWG. NO . SHEET NO. 00 . ENGR S CITY DATE REVISIONS APPROVAL DATE �QtiQ OF �pLZF 826-1163 t 272 60F 9 62029'53 232.00 253.06 140.78 CIT'r ENGINEER R.C.E. 25126 RAILROAD SPIKE AT INTERSECTION THE NORTH LINE OF SECTION 30 PLAN & PROFILE "HH" & "II" ST. -SHT.6 - 21[Os 231]PF: 15683 610 09 -Dec -98 08:14 PM / 826-1154-1 DWG. -DATE:.. OF CITRUS AVE. AND LOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WEbT _ © 62029'53" 268.00 292.33 162.62 - ` AVE., IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN AS SHbWN ON RECORD OF SURVEY FILtD IN BOOK 58 PAGE 5 OF RECORDS OF SURVEY WAS - PLANS PREPARED FOR .l�•0� KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 - ON THE EAST SIDE OF CITRUS AVE. USLD AS THE BASIS OF BEARINGS ELEVATION:. OD 872341" 25.00 38.13 23.89 DRAWN BY: 90002'32 43.00 67.58 43.03 90002'32" 25.00 39.29 25.02 G 24004'14" 57.00 23.95 12.15 QH 135036'36" 58.00 137.28 142.16 I 21029'50" 57.00 21.39 10.82 �� ZLTOry lF y��QSoy?� DESIGNED: EFBAY , HILL LANE HAZELTINE COURT AS SHOWN PLANS PREPARED FOR .l�•0� KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 - ON THE EAST SIDE OF CITRUS AVE. USLD AS THE BASIS OF BEARINGS ELEVATION:. 167 , �» FOR THIS MAP DRAWN BY: SIERRA LAKES SCALE: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES INC. QOf ESSIQ TRACT N 0' 15 6 8 3 ' OF THE INLAND EMPIRE �� ZLTOry lF y��QSoy?� DESIGNED: EFBAY , HILL LANE HAZELTINE COURT AS SHOWN M 10601 CHURCH STREET STE . 107' „ ,.., RANCHO CUCAMONGA, CA 91730 o �� No. 148149 CHECKED: ► STREET IMPROVEMENT PLAN DATE: '- I PHONE (909) 948-1311 -AM W Exp: 3-31-01 E'er to -c. I - RFV��onls Dry . 2 - wy:.wi�r�'s, tae�rY sra. q/��/o ��1 � � sT'�F CIVIL r JOB NO. DWG. NO . SHEET NO. 00 . ENGR S CITY DATE REVISIONS APPROVAL DATE �QtiQ OF �pLZF 826-1163 �� APPROVED G �� •► 272 60F 9 Z ' APPROVAL J J. MADOLE R . C . E .14814 DATE CIT'r ENGINEER R.C.E. 25126 PLAN & PROFILE "HH" & "II" ST. -SHT.6 - 21[Os 231]PF: 15683 610 09 -Dec -98 08:14 PM / 826-1154-1 DWG. -DATE:..