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HomeMy WebLinkAbout2747-19TYP. 10 =1: QUIETSTREAM LAME SFF I rFT 3�q� F ?„ 40 t� li =7 ♦ . Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 93000'39" 30.00 48.70 31.62 0 86027'17" 35.00 52.81 32.90 Qc 86026'02" 35.00 52.80 32.89 Pc,E R0 P"Q "'I°' uI;ri I - 0 U TYP. i6ji i rI � 10 ���i U CONSTRUCT 4- AC PAVEMENT CMIN) OVER 4- COMPACTED NATIVE MATERIAL 00 C5EE GENERAL NOTE 27 + 28) �QNf SFS 5NT- NO NO 18 TYP. +0 O CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. DAKOTA WAY 07 CONSTRUCT DISCHARGE STRUCTURE CMODIFIED) PER CITY STD. NO. 124. 08 CONSTRUCT CRO55 GUTTER PER CITY 5TD. DWG. NO. 104, WIDTH PER PLAN. QUIETSTREAM LANE O CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. 10 CONSTRUCT 4' CONCRETE SIDEWALK PER CITY 5TD. DWG. NO. 105A, W=PER PLAN ING f 13 INSTALL STREET LIGHT C5GE #7) 5,800 LUMEN. ,EC'0'RD. DRAW s rL.�,�� THERE RECORDDRAWINGS HAVE BM PREPARED, IN� 15 ADJUST MANHOLE OR VALVE COVER TO GRADE. to PAANISHEDON THE OTHERS. INFERCOMPILEDLLNBE '�� N 62183 � 21 CONSTRUCT DRIVEWAY APPROAGH PER 5TD. DWG. NO. 102 'W' PER PLAN Z FURNISHED BY C3THERS. `i HE ENGINEER WILL NOT BE , � RESPONSIBLE FOR ANY ERRORS OR OM="WHICH hL'5 Exp. Cf_ Q.LT a HAVE BEEN. INCORPORATED INTO THE DOCt MrM AS - w DATA .,A RSSULTTHEREOI Wit -.0 -_• BENCH MARK: #B-17 CALTRANS BASIS OF BEARINGS: w CITY OF FONTANA,CALIFORRIIA DELTA/B"=ARING RADIUS LEN./DIST. TANGENT .°.-�.. THE BASIS of BEARINGS FOR THIS MaP O BRASS CAP IN C NC�ETE S.C.E �- "'•'-{ Q IS THE SOUTH LINE OF THE NORTHEAST TOWER LEG, 343 0 HIGHLANb QUARTER OF SECTION 26 TOWNSHIP 1 N Qa 87037'23" 45.00 66.62 43.17 AVE. 0.20 MI. W SAN NORTH , RANGE 6 WEST SAN BFRNAROINO HIGHLAND RD. 2.6 MI. W ALONG PUBLIC WORKS DEPARTMENT Q ° �� HIGHLAND AVS., FROM SIERRA AVE.' THROUGH 42, INCLUSIVE OF SURVEY Q MERIDIAN SHOWN AS N 89 37 36" W ON J a 70 9.2'26 45.00 55.14 31.63 A MAP FILED IN BOOK 88 PAGES 36 Qc 87037'23" 25.00 38.23 23.98 PLANS PREPARED FOR: - - %�a3 i' ELEVATION: 1428.6090 RECORDS OF SAN BERNAbDINO COUNTY. DRAWN BY. 5839 SCALE. 0 70° 12'26" 25.00 30.63 17.57 j PREPARED IN THE OFFICE OF ESS S.C. STREET IMPR9VACT �EMENT PLANS �' Q ° MADOLE AND ASSOCIATES, INC. �op�°�TOI�N�� DESIGNED: AS SHOWN E 0 Z N F 1 Q 93 00 39 30.00 48.70 31.62 ; � y�, CUIETSTREAM LADE 0, KAUFMAN & BROAD OF THE INLAND EMPIRE co M.C.A. Q 25°15'52" 57.00 25.13 12.77 ATTN: MR. TIM .ZONES { 10601 CHURCH STREET STE. 107 w7�No. 148140 `� CHECKED: AND DATE: 00 QG 137-43'38" 58.00 139.42 150.03 801 CORPORATE CENTER DR. I RANCHO CUCAMONGA, CA 91730 DAKOTA WAYLO Q 26041'14" 57.00 26.55 13.52 SUITE 201 PHONE (909) 948-1311 * Exp: 3-31-01 * JOB NO. DWG. NO. SHEET NO. ° POMONA, CA. 91768-2641 mT �I zL ti� Z V r � I 120 03'43 58.00 121.54 100.58 s` Q PHONE: (909) 602-1100 ENGR' S CITY �''''` �"` /0" LZ"g 9 F Of CALIFti� 126-964 APPROVED . 2747 1 90F21 QQ 25° 15'51 " 57.00 25.13 12.77 REVISIONS APPRovAL DATE APPROVAL DATE 6/M. MADOLE R . C . E . 14814 DATE CITY ENGINEER R.C.E. 25126 ~ "P" STREET - 14 [0, 147] PF: 15839 631 19 -Oct -99 04:09 PM / 126-964-1 DWG. DATE: f I I Ii J II' I. I I I i III ,1,,,:L � , � � � � ' � .._ _ � _ i� � , �, I - I _ J_� I � _�_ L _-u-� � � �� I IJ - l , Li _L :�.�_ _. _ , _- I � - ,� � �