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HomeMy WebLinkAboutTEMP002 ESTIMATE OF QUANTITIES - TOTAL NO. DESCRIPTION QUANTITY UNI REMOVE&REPLACE CURB&DRVLWAY AS NECESSARY 502 LF. SEE SKEET NO. 3 \ , ; I I PLUMBING PLAN NOTES AND LEGEND 99.4 b 01 \ 1%MIN. .-•�• t 51 p1 F Ill f (�_... 1598. FOR INFORMATION ONLY �g MIS•i �S."t ro µ hg9 G I ro 15 5 SECTION 409 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM 1599.0 P=1597.1 SEWER MANHOLE OR BELOW MAIN SEWER LEVEL. ..j 59H F• j6p0} F.G. 69.57' FG ® ' DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW -�N E.G h Z:1 i THE ELEVATION OF THE NEXT UP-STREAM MANHOLE COVER OF THE PUBLIC SEWER 07' \ o 1 �,�•"- 57• z x R•� - - - - =J I' SUCH AGE o F k SERVING SUCH DRAINAGEROVED N TYPE HB4CKWATEALL BE R0VALVE. FIXTURETED FROM S ABOLVE SU SEW t 1 Z � 1 8 60� //tr. _._-. 5.. EL INSTALLING AN A P=16O 1.J �-- T.3;"'-r..` 3�r� fLEVAT70N SHALL NOT 8E DISCHARGED THROUGH THE BACKWATER VALVE. \ 1 6 \ j60F•0• BACKWATER VALVE SINGLE SYSTEM PER SECTION 409 OF THE U.P.C. 0 / I:II ti (j.- °? _ ®SS BACKWATER VALVE SPLIT SYSTEM PER SECTION 409 OF THE U.P.C. P=1602.1 //20 7t ?� ry`�7\ °m 1 D' -- - 1s FIXTURES ON THE FIRST FLOOR CONNECTING TO THE BACKWATER VALVE tt / ^ 1 `��1\• O ®_ FIXTURES ON THE SECOND FLOOR CONNECTING TO THE BACKWATER VALVE n 2.OX 0)©y �� I 1 .t�,� SEWER MAINLINE AND DIRECTION OF FLOW ti M4ov.1 I r© 2 to I I I "'T/'C3 SEWER MANHOLE WITH RIM ELEVATION SEWER LATERAL HEIGHT OF FIXTURES ABOVE FINISHED FLOOR GRADE: 154 15 FIXTURE SYMBOL HEIGHT 2Dz o , 2 °-- , P=1596.5 �r \ r .................... _............... /� p L. m I r0 SHOWER SET. ...................GSHZ_.............................................0.2 FEET 1 P-1602.8 0^,•4 M/N a ci 1 i ") WATER CLOSET. l�................................................1.7 FEET BATHTUB....................................... _.___..................................._...t-7 FEET 594- r LAVATORY........................._...........iw . ._2.6 FEET ° f77$ 0..2E WAS LAUNDRY SMINW.,: .................... �...... _ __ ..3.0 FEET �`� ........ ®.... ... ..._ ..3.0 FEET J h I yr /P8 1 F•S I KITCHEN SINK, BAR SINK 1 \ hr rn 2.OX j,8% f NO LOTS ON THIS PLAN REQUIRE BWSV 15 N J \ 85.34' _ - / 'T✓/ 12 -�... .C. -- t60a.i 1 77.66' I 1600 q3, yaa. /1 k O'\ ty� i 4'MIN. N I_.._B HP Fc. `�g,56' 2: '� °• 153 ROUND OFF TOP _ Z h Co.a /"j ^ 77 vG _ ADS 75977, S7, !� rye,• p) / °, L1,: " r 2 �a0y .f �0 1%j-1 P=1595.9 27 MIN.} 1 1598.1 I f5977 , � ! h°jh V�QI 4/I � •` 7 2%^MIN. I ;e 600 F.G. F.c. z (C ! '593S. h l 1\ FIG.2 5 =o ^ 2 A. o z r - 4G 2 2 7�`�Oy, 4 \*`�/ 93• / 12" TO 18" (6" MIN. ABOVE PAD ELEY.) A A C 1 0 m�� V+ I 'r w ti� R' I 37 \\.. ryr 593E ! r ` SECTION B-B -1 L A. "1 0 0 ( 7 3'MIN. - D! I 159H.P. '596.7 ^ q°a ��Iff P. �r�w•. \ '�O ! 00, MUDSILL 2_ ___l .�--s- N 3 M i I 1X MIN• - ! 8" MIN FIBER ROLL 1 : 159C9 o I �' r7• F.L. I I 75963 I •''A 4. �O���� o 1597.0 �b� n 2].IN ))) Qi' tA1MN• 2 6 I/ �y �C 15 2 :. 1 r --- S21 C-GR ' 1 70Bg8• �' °o ti r 6 MI CURB 1598.4 I \ P 1595 4 SECTION A-A PLAN Ig p-i597.6 4: , '� S27D-DR M: h < '� �' o �„ - ` / N �' �� i P=1597.0 x� r/ / 23�°�°® \'g `1 FF�1598.3 I _ �o'�/� ; �,•e '*3' . fss !FF-"1597.7 ,� /�'""• -/ h \`� \ �yE? �4j� l . y�.. i 0� MUDSILL 5'MIN. ELEV. MUST BE I i 5.9 ` O 2 . �C� \ PADAELEV.BLDG. I / Q'� .. 1 1596.5 I 10.... , CS rV ! ° 7A99. /59..S. / \, >> - BLDG. PAD ELEV. HIGHER D' FL�ce FF=T597.� Q'` \ G 9 m / !/2 0j h ! M ° S ! 1 1596.4 , I .x rir. � TBt rr � `� h ! a a y 1. r ! /'� o • F.L. r rl h E/ 7/ < �4y ooi0r �$ 'h� `\ 1 eN (7" MIN.) 2X MIN. 2%MAX. \� y •�/'W + N FL. / t\7 �"°' y __ 1. /� 1ii 6 MIN. ------ ;, , � ..�- a4q� � � sa. 1 N . SECTION C-C P=1594.8 ALTERNATE 1 KG. Ny�S•,h� ,qS•. ,q4 9 ry 90 � � 1 r �yh TYPICAL LOT DRAINAGE DETAIL -� LLE ISIS COURT -lam- ��' N v� ry �3� r �o 7,21� ^T TD ``\>`000 ;4 N.T.S. N 0ti N - 15 .55r- .- -84.02'- N G \ !r 150 N , 7 (\ �(�j�(((° - - 01 P=1594.2 l CONSTRUCTION NOTES D ll BUJ TWD WpMING BEFORE DAYS BEFORE :N REMOVE&REPLACE CURB&DRIVEWAY AS NECESSARY YOU DIG YOU DIG I� TOLL FREE t-eao-422-4133 A PUBLIC SERVICE BY UNDERGROUND SEfMCE ALERF I GRAPHIC SCALE MAP DATE IDENTIFIER o to sp w w DATE OF LATEST CHANCE TO THIS MA° J zo p 07/19/10 BY:JC DATE OF THIS PLOT IN T 1 ih=ncEO,ft 07 19 10 N o - - D -- - SEAL AS BUILT 2 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: Q�opEss/ -- ___ -- CITY OF LAKE SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE H U N S A K E R & ASSOCIATE 5 o D: oQV�Y,� LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C 2`°eYP Fyc RCE_____- EXP _ DATE PLANNING ENGINEERING SURVEYING y c '`-z REVIEWED BY: hee ?n T H.Shes•hvitG fA 9261D•PH:(get)383-alD.FX(9M)sesars9 NO. 42036 "'.t p N �d / E.p.3/31/12 a ------------ PRECISE PLAN OF SHEETS - '� 'TRACCT . 2 76 KEN A. SEUMALO, RCE No. 56915 DATE {/ ►�) - `Ri• a SCALE: -___ BENCH MARK: LOTS •i,e% 18-25� 189-201 FILE No. y o b >l•1Y111`e// O Yr ap cA�lp INSPECTOR U CITY ENGINEER .. EL. 1425.76 DATE 1935 & 214,.2M �O CITY OF LAKE ELSINORE PHILIP D. D WTY R.C.E. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION d 3 - - -- PLOTTED BY: Julian Castaneda DATE: Jul. 19, 2010 10:44:45 AM FILE: F:\0602\Engineering\TR-25476\Grd-Precise\SHT02.dwg