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CITY OF SANTA ANA <br />anning and buMing Agency <br />O <br />O �Z <br />mM <br />HZ <br />CD <br />r- <br />6 k_>38 <br />r- <br />8 FS I'1c <br />.� <br />o <br />0 <br />�z <br />NCD 6"S D[ <br />2% I <br />2%MIN <br />2%MIN� 05 <br />4 A <br />\vO <br />ZT4qlNE <br />N <br />S <br />o <br />> <br />� <br />` <br />\o <br />FS So <br />2% 5% <br />MIN MI <br />i <br />72.60TG <br />7 <br />FL;, .. <br />71.221NV <br />D, <br />1 <br />8 <br />Z�N <br />L <br />18' <br />�o <br />06 <br />J <br />Li <br />r, <br />_C` ) <br />F <br />> O O <br />z o`t <br />r` Lf7 <br />00 <br />"i� <br />0o <br />� <br />S89°37'24" "v <br />73.40FG <br />D$27-MIN 73.00FG <br />)�g� <br />3EOFT� <br />O <br />I - <br />r ~ B <br />z <br />B <br />O 0- <br />N <br />4 <br />00 _j O ; <br />Q 0)O <br />3: <br />v 72.60TG FL <br />7 <br />18' <br />23' <br />Z m 71.091NV <br />Q <br />y <br />5 o <br />MIN <br />S S <br />MIN <br />= <br />00 <br />0 <br />d- <br />cD <br />N <br />6. <br />4' <br />Cn <br />C <br />O <br />O <br />w <br />_R- <br />6 >� <br />N <br />0`0 Zg SETBACK LINE <br />v , N <br />I <br />8 <br />7G FU <br />V I: 2% <br />MIN <br />5 0 <br />M N <br />z�N <br />6.4 <br />�lJ - <br />��FS <br />O - <br />-� <br />72.83FG <br />Z <br />72.80TG <br />4 <br />TRASH EN� <br />73.9OFF L J <br />r r7,11.3PI <br />L- .(IROOFED <br />Trl'_ J <br />r-� <br />16' <br />S S <br />SEE PLUMBING PLANS <br />U <br />'I <br />8 SETBACK LINE <br />6"SD _ <br />2%MIN 73.00FG 2%MIN �q <br />S89°37'24"E <br />REVISIONS <br />NO. DATE INITIALS DESCRIPTIONS IAPPROVED <br />REFERENCES <br />PLANS <br />FIFTH ST <br />EXIST. BUILDING <br />L///-/��11111111111 1 L <br />Y II I <br />SMH � EXIST. C&G 1❑ <br />APN: 198-051-16 Ld I <br />11 � a II <br />20' 13 v II 4' WIDE RIGHT-OF-WAY <br />X DEDICATION TO THE CITY <br />72.78 ``' II OF SANTA ANA FOR <br />0 o ^off ^� FS�2.g 11 I STREET PURPOSES PER <br />r` r` "' or- N o SEPARATE DOCUMENT <br />000 '� 15 r` o 2 Ln o I 1`L <br />`. i3 r` co N in <br />E FS s2 " 19+80.08 <br />148.23 JOIN EX, C&G SIDEWALK <br />o > o w PROPOSED DCD ra <br />`S 06 `'' S A <br />-\ 9 -SETBACK LINE 2 LS 2 F s <br />> 1��� 73.72TS <br />10 73.22E >1�56 . <br />o� V �° DRIVEWAY - 8' 4' s ' <br />N I 1%MIN °; FR-� \ 74.10FS 15, 8 <br />.09RIP�/ <br />I O. <br />8 I2.0% I� <br />�g 17 E O <br />CD <br />t- yr <br />o� 12.9 I D V P <br />DS ' - - <br />F F5 �� F5 > AS 2 20 �� 73.70TG - <br />_r'o 72.571NV - . - <br />�,c 6' VCP 6 CP S. <br />SMH J' J' SCO.. <br />2 LS 72.581NV �gLF 2 4 S <br />74.50TC `O� `� G8 ` � - <br />�� 8 oo' J '`�2 ��`' 2.55 '� 1h _�° <br />1 <br />`� <br />BUILDING LINE 0 FS <br />18, 23' <br />S S <br />0 <br />♦ \ <br />MEMO <br />imom6 <br />� ►i <br />O <br />8 <br />1� FC� <br />^ CORE PIPE THRU WALL <br />O O <br />6 SD �D 50 0% SETBACK LINE 1� <br />2%MIN " 73.00FG 27oMIN <br />8 r % <br />y oo b r <br />IV 7 <br />10 � <br />V <br />V <br />V <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 LS I w DEDICATION TO THE CITY <br />73.5OFF OF SANTA ANA FOR <br />72.75PAD 20 20 O STREET PURPOSES PER <br />SEPARATE DOCUMENT <br />L77777 <br />12.3' CJ't <br />LLLIII \14 1 �� <br />I J <br />S=0.50% o M 207 <br />2%MIN Z 2%M-IN <br />N 2%MIN <br />;4/ /77 % 7 7 7777-1) JOIN EX, C&G SIDEWALK <br />z o �o ¢ I ,226) SAWCUTI& JOIN <br />�� '� oN 3::II I °s Tc <br />I <br />EXIST. BUILDING 7 �2 1I1- 1 EXIST. C&G �1 <br />20 w <br />r F� <br />APN: 198-051-18 <br />A <br />J II I <br />ofN <br />U <br />T <br />I <br />SAWCUT & JOIN <br />W <br />z <br />0 <br />� <br />� <br />WV <br />I~ Ld <br />� <br />co <br />I z <br />Q <br />0 <br />U Q <br />J � <br />�1 <br />U Zo <br />CD <br />Ln <br />Ln <br />_j <br />X <br />W <br />CL <br />LLI <br />2! <br />W <br />LLI <br />m <br />m <br />U <br />• <br />O <br />z <br />LW <br />o <br />z <br />I <br />co <br />w <br />LLI <br />� <br />LLI <br />1 <br />m <br />ZD <br />U <br />z <br />a <br />0 <br />W <br />W <br />g 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 El". 673W (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 />Approved <br />3" COLDMILL OVER 2" ARHM OVERLAY FOR PERMIT ISSUANCE <br />FULL DEPTH AC <br />LS LANDSCAPE AREAS (LANDSCAPING PER SEPARATE PLAN <br />Master ID: <br />Date: <br />I <br />FIRST ST <br />10+00 FIRST ST.= <br />10+00 HARBOR BLVD <br />FARM a <br />GRAPHIC SCALE <br />N . 8 10 0 5 10 20 <br />�F E) 9 30 2QV 5 <br />� Al ( 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 />01 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 />O4 CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. <br />O 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 />9O 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. 0198-051-17 <br />PRECISE GRADING PLAN <br />RESIDENTIAL DEVELOPMENT <br />322 N HARBOR BLVD., SANTA ANA, CA <br />PUBLIC WORKS AGENCY <br />DATE L 04-04-24 CITY OF SANTA ANA SHEET 4 OF 6 <br />