Laserfiche WebLink
CITY OF SANTA ANA <br />anning and buMing Agency <br />��_o <br />O <br />O <br />00'o'n <br />CD> <br />�> <br />�� <br />r- <br />c <br />F <br />�r- <br />6 �38 <br />O oj,, <br />' <br />O <br />'z <br />NCD <br />2 <br />S <br />I <br />%MIN <br />S=� 05\S6n <br />2%MIN <br />�qINE <br />L) <br />CD <br />pN <br />N <br />7^o <br />0C' <br />00 9� <br />�� <br />CV� <br />�1 <br />v1� <br />F-S89.37'24" <br />73.40FG <br />�g <br />DS2%MIN 73.00FG <br />> > <br />3EpFT� <br />^S <br />y 5% <br />N <br />N <br />72.60TG-; <br />7 <br />MIN MI <br />' <br />F_ <br />71.221NV <br />TL <br />D0 <br />1 <br />8 <br />4 <br />Z <br />�0 <br />18' <br />TYP. n <br />Q <br />- <br />06 � <br />1�FS <br />1> <br />�\ <br />z <br />- <br />- > f2- <br />CV <br />------ - --- <br />--R--- <br />r U _ <br />iLO <br />Uj - <br />r ~ B <br />z <br />o <br />B <br />Elf <br />CD n /r � <br />N <br />4 <br />00 � O <br />Q � <br />72.60 G <br />0 <br />18' <br />23' <br />S S <br />7 <br />Z m 71.091 <br />5° <br />% <br />MIN <br />Q = ch <br />MN <br />00 <br />0 <br />4 <br />C0 <br />N <br />6. <br />4' <br />cn <br />cn <br />w <br />F" <br />o <br />-R- <br />cn <br />N s oCn <br />�N <br />SETBACK LINE <br />C:) <br />z <br />V) C' <br />I 8 <br />7 72.60TG <br />D <br />70.921NV 12% <br />MIN <br />5 ° <br />MN <br />z�N <br />�lJ <br />6.4 <br />1�FS <br />CD <br />D <br />-� 72.83FG <br />41 2 7.N <br />N� <br />CD <br />CD <br />CO <br />/ 1 <br />l / / <br />(V <br />1 <br />FIFTH ST <br />EXIST. BUILDING <br />z_z_z_z_z _zN <br />APN: 198-051-16 �SMH I o <br />aN <br />20' 13 X �I-EXIST. C&G 1❑ <br />72.78 w <br />��� cnw FS �2°9 11 <br />�� �� ro <br />N� I 1��r, v <br />E <br />148.23' Fs s2 19+80.08 <br />JOIN EX, C&G SIDEWALK <br />PROPOSED DCD 11+j <br />I <br />-\ 9 SETBACK LINE 2 LSCD <br />2 0o <br />I TC ? 8 0 > ���� 73.72 2 <br />1 tko� 10' 73.22FS <br />00 9To �s�fi� < <br />N F � DRIVEWAY _ 6'�s 8' 4' s I 5 ' <br />N C° / r_� \ 74.1OFS <br />1� %MIN 14 74�05FS 15' O 8' 5 <br />I <br />8 1\ \J-J 7� S1 1 2.0%� 2.0% �Q : o,`L <br />�g 17 V O <br />8 o��J g 9.8%I +5 . 1 <br />D E Y P A <br />DS 1 F5 1�'FS 20 ',A Cb a 73.70TG I " A 8, _ =4' <br />72.571NV <br />�,� 6' VCP 6 CP S„ 6" P -2% <br />TRASH EN - - - - - s SMH s s �ti� sco <br />73.90FF 1� gtiF 7 .44 <br />r -I r7�3.13P L J �S o� in 2 LS 72.581 N V 1`L 2 6. I <br />o Q6 66 0O b\ 6 68 <br />74.50TC <br />L-(IROOI''EI� i �� 8 73.80FS, o/ <br />12 J 1 00 ��• S IL D, <br />I <br />�4N <br />L- J BUILDING LINE 0 1 FS FS 0 <br />-�B--- G&--, _ <br />16 18 23' `� <br />SEE PLUMBING PLANS 1_ ���_ 16 <br />u <br />72.80TG <br />9 71.801NV <br />SETBACK LINE1/7� <br />6"SD S=0.50% 1 <br />2%MIN 73.00FG 2%MIN N <br />?s�, S89.37'24"E z <br />o in <br />NIO <br />O <br />REVISIONS <br />NO. DATE INITIALS DESCRIPTIONS IAPPROVED <br />0,0 <br />® 1 <br />©M <br />REFERENCES <br />PLANS <br />O <br />10 <br />'. 1h ono . co <br />_-� LS 18 I VGA � AN LO <br />(n <br />- L=32' �� ���s,'' '1 <br />�3S 3 <br />6G <br />F�: LS �2.9g <br />I6V <br />xo �3 FS2 73. B Bty 1 3 3 • <br />S F 60 } ti 2 0 AY U R », <br />�. : 72.461NV P R OI ,7 . 2F ( 2' <br />-S .12.9 �2 9 2 g 0 <br />BW 2 7 '2 F N <br />20 <br />73.42FF LS 1 w <br />LOBBY I' <br />4» <br />In , ,V <br />.`� a�� , <br />73.50FF ELEV. a 1. F� <br />72.75PAD 20 <br />1 �`� r 22 �g TC <br />ELEC. 2.0% � .Q_T .s <br />'ems 9S 'ems'° MACH. D " - I F <br />70.151� T° <br />0 73.5 <br />72.75 <br />CORE PIPE THRU WALL <br />`C�7' �5S <br />lIZ <br />SD-- 50 0% SETBACK LINE 1� S=0.50% "' <br />73.00FG 2%MIN vu <br />2%MIN N <br />>m <br />148.24' <br />fN <br />C)r` <br />/ <br />r` <br />7 <br />OeFoRe roG Under <br />ground <br />° Service Alert <br />O of Southern California <br />�rrr� Call: TOLL FREE <br />1-800 <br />422-4133 <br />TWO WORKING DAYS BEFORE YOU DIG <br />4' WIDE RIGHT-OF-WAY <br />STAIRS <br />LS <br />DEDICATION TO THE qTY <br />OFF <br />OF SANTA ANA FOR <br />PAD 20 <br />O <br />STREET PURPOSES PER <br />I <br />t� <br />SEPARATE DOCUMENT a <br />12.3' <br />\14 <br />0 <br />�3 LS <br />II� <br />� \v <br />�'" ' '''' \ "� ti�o1 <br />Fo o <br />n I <br />2 07,.. <br />o <br />2%MIN ry <br />2% IMN <br />+8 .08 <br />Y <br />JOIN EX, C&G SIDEWALK <br />26 SAWCUT & JOIN <br />oo <br />Q <br />> <br />I 2 <br />N CD <br />W <br />2 <br />I I I <br />/1 <br />20' 13 <br />F1 1F-: <br />EXIST. C&G �1 <br />EXIST. BUILDING I w <br />APN: 198-051-18 <br />WCUT & JOIN <br />�n <br />ofN <br />U <br />U <br />io <br />T <br />WV <br />o <br />w <br />I� <br />z <br />cn Q <br />U Q <br />J <br />U i0 <br />X <br />w <br />I� i <br />lo TMH <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES <br />NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE <br />PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO <br />ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING <br />WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. <br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF <br />UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT <br />(800)-422-4133 <br />BENCH MARK <br />OCS BM SA-32+43 ELEV. 67.783 (2005) <br />FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED <br />'SA-324-83', SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST <br />CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, <br />75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT <br />NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET <br />LEVEL WITH THE SIDEWALK <br />PREPARED UNDER THE SUPERVISION OF: <br />CONSULTANTS. INC. <br />C I V I L E N G I N E E R S <br />12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 <br />CONSTRUCTION LEGEND <br />CONCRETE WALKWAY/APRON <br />® FULL DEPTH AC <br />FIRST ST <br />10+00 FIRST ST.= <br />10+00 HARBOR BLVD <br />FAE Af a <br />GRAPHIC SCALE <br />10 0 5 10 20 <br />NO. 34559 <br />�F E) 9 30 25 <br />q� aVIL <br />CIFCpL�F ( IN FEET ) <br />i inch = 10 ft. <br />OWNER APPLICANT: <br />SCOTT TRAN SCOTT TRAN <br />AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC <br />8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD <br />GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 <br />SEWER AND WATER IMPROVEMENTS PER SEPARATE PUBLIC <br />AND PRIVATE SEWER AND WATER IMPROVEMENT PLANS. <br />WATER NOTE - <br />APPROPRIATE PRIVATE BACKFLOW PREVENTER REQUIRED <br />FOR ALL FIRE SERVICE, DOMESTIC AND LANDSCAPE WATER <br />METERS. <br />GRADING CONSTRUCTION NOTES <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />O1 CONSTRUCT 6" THICK CONCRETE PAVEMENT. <br />O2 CONSTRUCT 6" CONC. CURB, TYPE B-1 PER CITY OF SANTA ANA STD. PLAN 1101. <br />O3 CONSTRUCT CONC. RECTANGULAR DRAIN BOX (W=2') PER DETAIL ON SHEET 2 <br />O CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. <br />O5 CONSTRUCT CONC. SIDEWALK PER CITY STD. PLAN 1104. <br />O6 REMOVE EXIST. BLOCKWALL/CHAIN LINK FENCE/WOOD FENCE. <br />O7 CONSTRUCT YARD DRAIN INLET PER DETAIL ON SHEET 2 <br />O8 CONSTRUCT 6"0 SDR35 PVC DRAIN PIPE. <br />O9 CONSTRUCT #1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE PER DETAIL ON SHEET 2 <br />10 CONSTRUCT 6' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, <br />PER SEPARATE PERMIT. <br />11 CONSTRUCT RET. WALL (HEIGHT PER PLAN.) W/6' HIGH BLOCKWALL (STRUCTURAL <br />CALCS BY OTHERS) PER SEPARATE PERMIT. <br />12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS. <br />13 CONSTRUCT 3.5' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, <br />PER SEPARATE PERMIT. <br />14 CONSTRUCT SUMP PUMP PER DETAIL ON SHEET 3 <br />15 CONSTRUCT MWS PER DETAIL ON SHEET 2 <br />16 CONSTRUCT TRENCH CHANNEL DRAIN PER DETAIL ON SHEET 2 <br />17 CONSTRUCT 4"0 D.I. FORCE MAIN. <br />18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL ON SHEET 2 <br />19 CONSTRUCT INLET TYPE I PER CITY OF SANTA ANA STD. PLAN 318 <br />20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. <br />DISPOSITION NOTE <br />PROTECT IN PLACE <br />SEE <br />SHEET <br />2 <br />FOR <br />DETAIL/SECTIONS <br />SEE <br />SHEET <br />4 <br />FOR <br />HORIZONTAL CONTROL <br />DP# 2022-03 ASSESSOR PARCEL NO. :198-051-17 <br />PRECISE GRADING PLAN <br />RESIDENTIAL DEVELOPMENT <br />322 N HARBOR BLVD., SANTA ANA, CA <br />PUBLIC WORKS AGENCY <br />DATE 1 04-04-24 CITY OF SANTA ANA SHEET 4 OF 6 <br />