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7800 SW DURHAM ROAD-3 - -- - -- - - - - - - - _ _ S. U R H PROJECT AREAand Construction Services Inc. ' `'' •-�. AM _r _ A D 9025 S.W. Center Street P.O. Box 23784 rgord, Oregon 97223 1\ , Phone: (503) 620-2086 \ FAX: (503) 684-3636 �Q ••esu••eaes•.�eseees�•e•eseeesssee�eae•esseees ea.e.e�•e.e�..•+es e��e.�..,.•�e O --_8 "053120" E \�` ee>reNeeese• _._�___ -- -_..-------__•-_--__- ---- --_-__-- •__-.- �� fy - _� --15g � - _-__--'"' R■837 J6' Ir n � f N 11135 i REG N 17, EXISTING RESIDENCE SES R N\GO -�, i EXPIRES: 1231-2000 1610 6a DURHAM ROAD / 1 A � 1C8 Of - / -' -� ----- NOTES I REVISIONS: I _ OWNER: DAVID '"fETZGER APPLICANT: NICOLI EWiNEERING PD. ISIOX 215 SHER WOOD OR. 9'1140 TIGARDXOR 23184 S1264 162 --- --- -- - PHONE: (503) 625-7045 PHONE= (503) 620-2086 JACKSON BUSINESS CENTER I GRADES ESTABLISHED BY: i m 1 U.65A. CITY OF TIGARD ELEVATION DATUM: IWO -+.W. DURHAM ROAD BR"S DISK IN CURB AT THE SOUTHWEST CORNER OF THE INTERSECTION OF B.W. 16TH 'In AND BOND ST. I 1. EXISTING 8 T RUCTURE INDEX NO. 113 W f ; ` OFFICE / WAREHOUSE / MANUFACTURING I 4ELEVATION 14839 /1 /� i - FF.■ 165$2 < I3 —XXX NEW GRADES BOU�.DERS FO- wRE I �� (EXISTING GRADES =FIBOARPE" SCAPE F` (UI�B z DUE TO FILL PLACEMENT) / r RES / .,3. THESE I. ------------------ EXISTING GRADES FEAtI,IRE9 /rG �A�QDERS I AR� NOT Pi ! ;T Cr- THIS (ORIGINAL. /GRADES A}°f4LICATI�N. I �� TO FILL PLACEMENT) I 1 I I.) THE SITE HAS BEEN PREVIOUSLY FILLED. THIS APPLICATION r r \ A � n %/A, ^ i� / 1 18 TO PROVIDE A PERMIT AND DOCUMENT THE EXISTING r V i w FILL PLACEMENT. PROJECT: OUTLINE OF FUTURE 2.) THE PROPOSED GRADES WILL BE ADJUSTED WHEN THE 01u_%DING ADDITION EXISTING HOUSE 18 REMOVED FROM THE SITE. A FINAL METZGER t I �WOWd FOR INFORMATION GRADING PLAN WILL dE SUBMITTED WITH THE DEVELOPMENT LY. NOT PART OF PLANS FOR THIS SITE. SITE FILL / g �\ I T IS APPLICATION. { L--- ---- ------------------------ - -- -- ------- 3J PROVIDE COMPACTION REPORTS FOR FILL PLACEMENT. PROVIDE COPY OF REPORTS TO THE CITY OF TIGARD GRADING AND NICOLI ENGINEERING. z0* S.W. DURHAM ROAD ` TIGARD, �R.EGON 97223 4•) FILL 18 BEING PLACED FOR FUTURE ADDITION TO THE EXISTING STRUCTURE ON THE ADJACENT "JACKSON CLIENT: BUSINESS CENTER" SITE. DAVID METZGER \ P.O. BOX 275 SHERWOOD, OREGON 97140 Date: 3-24-00 % \ ; VICINITY MAP Scale: 1"=ZC'-0" —__J TAX MAP NO. : 281 13BA Drawn by: JDA • — - TAX LOT NO. : 200 Checked by: PRT ADDRESS, 7910 SiU. DURHAM ROAD Job No.: 990974 \�` W X4.46 \ ---- - -----_--.- — — e e4 Drawing No.. P--GRADE \\ e•.•eseei�ee��eeef..eees -ee_�Ne.i.. �\\\ .�•....+� N QI Alla L XP44AM `\ TIOAIO HIGH �fle \ SCHOOL ~� NO GRADING PLAN lanlrlrllD •,� ; �- ��,- 1°■2m' ISR L� I W e� l ye Durham Rd,7800 SIT2000-00004 1 C'TY OF .'Iia tl6u dAm 1 of 3 Conditionally Approved..................... (� GRADING PLAN For onlythe war as --+�--�--�--�� � ]� �� described In- SHEET _ PERMIT NO. ,-.?rf E See Lette,to: Follow.. -7 ?(.)0 Attach ..._...:..... ]: Jon Addre&s � . By: ] SK Date. -xVLLJ2- &Wjjjmil, - r r1i r Dill i i iii i I III I . VIII I i III I I III I I I(1 1 I III I I VIII I III I I III I I III I I III 1 i III 11 II I I Ili I NOTICE: IF THE PRINT OR TYPE ON ANY f III I I III � III I I I l f I III � I I I � � � I I � I I I A { � � .I I I I I 1 ' I I I I ! I I I I �I� i � l I 1 I I I I I I I I I I I I III Ili 11111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �II 1 .31 4 JI _- 6 I $ �j� 1Q 11 I 1 l G- / y IT IS DUE TO THE QUALITY OFTHE � � _ gZ -�7 41___t �z Z;z _ _ z t oz s[ 8 [ t,[ st 4t bi - Ei No36 �W�•,-`;'"�:..-• �9iMl1M' ��� � ORIGINAL DOCUMENT �� 1 I i 1 f 1 1 1 � 0 ���II���� ��IIIII�� ����III�II���II ��I►I��I����I���� �� ���II�IIII II I�� I�Il111�II �I�IIIII�I��I�I�IIIIII�Il11�llL11�1>��I 1llWUlllll►NII� i L L MT SIDEWALK ADJACENT TO CURB ' •:�• --2,0' and Construction Services Inc. 18' CAST IRON 910 -- - .s VALVE BOX TO 9025 S•W. Center Street ' R0. Box 23784 • 18' BREAK FLANGE "�,DEWAI_K Tigard, Oregon 972.23 MIN 3' MIN. 6H_MAX. 7 PLUGGED TEE SLUGGED CROSS BEND PLUG OR CAP Phone: (503) 620-2086 FAX: (503) 684-3636 - - 1 1/2 �4' DRAIN R Fr TAR PAPER (MOISTI ;. , �y�t:2. 6' DUCTILE IRON PIPE - / RE..STRAIN ALL JOINTS W/ 4 'FIELD LOK' OR EQUAL GASKETS LATERAL PLUGGED CROSS TEE CONCRETE THRUST BLOCK SCHEDULE 61 MEGAI.UG RETAINER (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) GLAND (E:BAA IRON)-- FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4' CONCRETE PIER 6' GATE VAL BLOCKV SIZE (INCHES) PLUGGED CROSS BEND BEND BEND FLG. x H,J. 4 01.9 01.3 -- -- SIDEWALK WITH PLANTER 2.0' p E 04.0 02.1 01.3 -- M,J, x 6 FLG. TEE / - `----•_ STRIP AT CURB 8 07.1 03.9 02.0 01.3G N SIDEWALK t 12 16.0 08.8 04.5 02.3 - 3' MIN, I i�: 5� J r' ' MAX, BREAK FLANGE 16 28.4 15.5 08.0 04.0 24 64.0 34.9 18.1 09.1 ,Q �,y� i• ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN NOTEi �R�_N_K ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4' COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWINGr STESSES, USE THE FOLLOWING EQUATION A, OIL RESERVOIR BEARING AREAS - (TEST PRESSURE/180) X (1800/SOIL BEARING STRESS) X (TABLE VALUE) B. BRONZE ACTUATION NUT NOTES: C. BRONZE SEAT RING t 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE D. WEATHER SHIELD CAP SEE DETAIL NO. 561 E. SAFETY SLEEVE COUPLING 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. F. THREADED NOZZLES WITH 10' RINGS 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. G. NATIONAL STANDARD THREADS 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 2. SAFETY CHAINS TO BE REM❑VFD. ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED I AREA REQUIRED. BY DISTRICT FIRE MARSHALL, 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. - INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 5. N❑ OBSTRUCTIONS WITHIN 3' G' RADIUS OF HYDRANT. REVISIONS: PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, 6. :SEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED L� 8_20_01 ADDED THIS PRESIDENCE OVER BEARING AREAS AND BLC CKING DETAILS SHOWN ON BY ENGINEER. SHEET THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT L_OCA'I❑NS, FEET. rTX //--5X r3_ STANDARD THRUST BLOCK 1 HYDRANT DETAIL X X CITY OF TIGARD DETAIL NO. 560 CITY OF TIGA D DETAIL NO. 542 UUTSIDE OF WITHIN PAVEMENT ( PAVEMENT PROJECT: 18' CAST IRON 910 BOX-- Y PROVIDE 24' BY BUILDING ADDITION 4' THICK CONCRETE �..;r'.::t%'' • FOR: (SEE NOTE 4) JACKSON HAND TAMP BACKFILL AROUND TOP SECTION 6' MIN MAX, CENTER 2' i� BUSINESS 77800 SW DURHAM RD 6' ASTM 3034 PVC �� �� TIGARD, OR 97223 OPERATING NUT EXTENSION CLIENT: (SEE DETAIL NO, 505) DAVID METZGER I Date: 8-20-00 Scale: AS NOTED Drawn by: DJl_ Checked by: JDA Job No.: 990904 NOTES: Drawing No.: SITE-DTLS-2 1) VALVE BOX NOT TO REST -- ON ❑PEPATING ASSEMBLY. 2) OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET � CITY OF TI�aND C3= 24' `/,_ Approved.......................... .... .......................... FROM FINISHED GRADE.1�7" Conditionally Approved.... .. .............................( ); 3) CENTER VALVE BOX ON For only Iho wur as doscnbw1 in: AXIS OF OPER, NUT, PERMIT tJO..5t- PIC_moo See Lefler to: Follow.............. .. ......__...........( ); 4) PROVIDE 24' SQUARE BY 4' THICK Attach ........ . ... •.� "� . ( ): CONCRETE PAD AROUND VALVE 24' Job Address:M-O 5 .�JIGl��•s'►') ay---- T aa:e: -- �lTl:. BOX OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD [Durham Rd, 7800 SIT2000-00004 2 of 3 SITE DETAILS X g X 6 4 2 TYPICAL GATE VALVE SHEET ----- • y -- x - x x CITY OF TIGAIRD DETAIL No. 503 k - _ ...++ L .. .:MYYA.AM1TST.s�-..u....�a.- ,-.. .__,.P «,..-.....-•..._...«,..+rr-....-.-..n W. _ . 1 NOTICE: IF THE PRINT OR TYPE ON ANY IIIIIII � I � I111 Illllllllllll IIIIIIIllli11 � 111 IIIIIIIIIIIIIII 111111 IIIA I 111111 Illilll 111J111 Illll I 1111111 IIIIIII 111111! 111111 ! ! II Ill 1111111 III III 1111111 111111 VIII II IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 3 14 6 II $ I ��-�� �/ ;OCA -1___ ___ _-.___1_ _ ___ - _____ � __ to � i t � 1� y ITIS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT f �71 til G��Z 9(Z 4Z �Z EZ rz��Z Ulu II Ilillllll�llll�lllllllll�lllllllllllllllllll�lllllllll IIIIIIIII�IIIIIIIILIIIIIIIIIIJ!1111►11�Illllllll�lll ' I I III 111 I I ii I � TI I�III VIII I III I� III Illl�llllillilllllllllll�IIIIII ill�illl�lill!lIII�►1!111111 III1� 111 II � 111�lllllllllllLll lll II II �1 . ;,may t ®. Tke / I iX11 IFI — - - WATER SERVICE NOTES • A 2"0 POTABLE WATER LINE WAS STUBBEC TO THE }PROJECT \ _ _ ____. _ - -_ _ ' I and Construction Services Inc. SITE FROM THE ADJACENT DEVELOPMENT, THIS LINE W;LL BE UTILIZED FOR THE WATER SUPPLY TO THE PROPOSED STRUCTURE, I I -- _- _ 9025 S.W, Center Street F.O. Boz 23764 • THE 8110 HYDRANT LINE WILL BE EXTENDED TO THE NEW ; Tigard, Oregon 97223 -r I EXISTING ]VO I■MLIC ----- HYDRANT NEAR THE WEST PROPERTY LINE. S.W. DURHAM ROA[ i I � % 8'TORM DRAIN LINE ``"��__ _ Pnone: (503) 620- 2066 • ALL MATERIALS AND DEVICES SHALL BE INSTALLED FER 4WWA i �' STANDARDS AND APPROVED BY THE CITY OF TIGARD. 5U5, 1IT --' -- --- --- - �`-- -- --- - - --.------ - -.___-.1-_1_------_ _ - �`-'� F,1X; (503) 664-.5636 REQUIRED DOCUMENTS AND MATERIAL DATA FOR APPROVAL AS _-- i EXTIG. SU-.'.' ,��.NHOLF.^ - ---- ------- - -- r-- - -------- _�_ _ ``� - REQUIRED. REFER t0 API"1�GVED f"UDLIG RIM p 1563.'' XTG._66 MANHOLE -- _ _ � _ IlJOIrC!! DOCI,Jr1ENTe FOR WORK _EXTC_. CATCH BASIN �-IF- EG 6'f�+ 'S0 y5' RIM ■ 15'1.6' 11 - • HYDRANT LINE AH4LL BE 0900 TO BE PE!lFOflMED IN THE RtO.W. + � t21h'i ■■ 159 I / EXISTING ELECTRICAL IF. NORT14 1!30.39' If. ■ 150."16' In 135.7a 3, 611 68 3•�jz0323 XTG CATCH BASIN_ ._.._..._. ._ � SWITCH vAuL1 w/ 4'a .�...__�. _._. CONDUIT OTUBBED TO RITZ • FIRE HYDRANT ASSEMBLIES SHALL BE COMPLETE: W/ �,LL :` �- ���� =�!`:`�r---- - --- -_- -. -- - I SITE. IE. 15ib2'A. GATE VALVES, RETAINER GLANDS, OPERATING NUTS, EPC. -r - ' _ �- AS REQUIRED FOR A COMPLETE, CITY APPROVED ASSEMBLY. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PERFORMED EXISTING 3/4" ----------------- ----- ' ----- _---'¢ � ---- ----_.. _ "�`���'�-� �'� CONCRETE BLOCK WITH 1-1/2" CUBIC YARDS OF CRUSHED •� - - - - ---.-.__._.— 11/2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF WATER METER THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH SEE NOTE. COVER - _ -'' EXI6TINr'a 8.8. PUMP ,. ----. -... • REFER TO DETAIL I/C22 FOR 14YDF %NT INFORMATION. \ ELECTRIC `'.� STATION AND I.:INE �V�'�. � -�`. •`-__~`"- �'"'' �.__ `'/C2.2 FOR TYPICAL GATE ALVE AND / „ CONDUIT TO \may TO L9UILDING. I� ..� iY DETAIL , )l 66 SFO PRQ rT"iL 3/C2.2 FOR TYPICAL TH ST B OGKB " - BUILDING � � L__�__` �` IE. ■ ! 16®.19 Q v / EXISTING --�5`. i �� l�I�c�� • IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE / (FIELD VERIFY) EXISTING CATCH % r APPROVED BACK FLOW PREVENTION DEVICE. - 5 BASIN ! 163,507 / _ �. n RIM 154.43' ,• j EXITING HYDRANT i -�- • INSTALL POURED CONCRETE THRUST BLOCKS DF AT LEcABT 8 VEGITATED a IE. 152.43 .__ - ---_ �� - -\ r SQUARE FEET OF BEARING SURFACE AT EACH TEE, CROSS g�yqLE _ - -- W RAISE TO CITY AND BEND LOCATION. SEE 6/C2.1 �+ STANDARDS. l • IF EXISTING 3/4" E',WATER SERVICE IS TO REMAIN, INSTALL DOUBLE CHECK VALVE. IF METER IS TO BE REMOVED, WORK TO BE PERFORMED BY TIGARD PUBLIC WORKS AND REIMBURSED BY OWNER. _ _.._....._.._.._.._.._.._.._.._.._ _.._.._.._ -. _.. L. ..__.._. _, _.._.-. __ _ _.. EXI6TINCx B" HYDRANT LINE.-.. i_. _. ._..._..._.._. _..._.._ . .._..._.._. _.._.._.._.._.._.._.._.._.._.._.._.._.._...-. _.._„_.._ ._..- pI .-_ - .. _ _.._.._. _. _ _ ._. _.._. _.._.._. _ ._ _ PUMP STATIC _ 4. - �r • F': JMBING CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE MANHOLE WIT DOUBLE EXISTING METER TO SER" SUMP PUMP. PE IGE ADDITION. PROVIDE DOCUMENTATION �U -EXTEND 8"4, HYDRANT LINE -7 �=== TO MR MIKE MILLER AT THE PUBLIC WORKS DEPT. 503-639-4-11.1 TO WATER QU I'1' A FACILITY SWAI, i SEE STORM DINAIN GE NOTES- ++ NEW LINE W, 1 SANITARY SEWER NOTES _ _ / I _ PUMP TO BUILDING. • A 4"0 SANITARY SEWER LINE WAS STUBBED TO THE SITE WITH DURHAM ROAD IMPROVEMENTS. THIS EXISTING LINE WILL BE ��� f=:t13T1NG 2"4 _ AI WATER THE -I E 5TATION D EXTENDED TO THE BUILDING. II L■2w' LINE 4 L■12©.58' S•0 8110 C.O. _. • THE SANITARY SEWER LINE FROM THE EXISTING B.S. LINE TO WITHIN 5'-0' ( =0,094 - _ _ _ ___- _,_ _ _ ,, __,.-.-,., ---�•- -„___,; - ._1_ _L-_ _;^_I I _ OF THE BUILDING SHALL BE CONSTRUZTED OUT OF P.V.C., .ASTM D-3034 r - 77 (r-T \\�� SDR35. � "0 -- - 1r.L.- 1-1 - _�_ - _...��_.L.1__.�_.. _., _1 _ ._..._.._...... ---J-- L.._ _ ..�_....._..... ...�..-_ � — - — • ALL PIPING WITHIN 5'-0' OF THE BUILDING SHALL BE OFA M;JERIAL RIM 154.32' DOUBLE SUMP =_____— _ -_--_ - =� � ----E= `� ----� i 12-13-00 CITY REVIEW WHICH 16 APPROVED FOR INTERIOR USE. ALL OTHER PIPING CAN BE IE. 15232' e ; 3034 P.V.C. UNLESS OTHERWISE VOTED. g� 920,-0 �„? I ///2\\ 5-11-01 vACAT_ ' w PROPERTY LINE • PROVIDE CLEAN OUT EVERY 100'-0" LF. OF PIPE. I • CONTRACTOR SHALL EXPOSED EXISTING STUBBED LINE TO SIT... i 6 /g3�9, 8-20-01 FIRE SERVICE LOCATION AND FIELD VERIFY EXISTING INVERT OF S.S. PIPE. THIS _ -�- --- 4`0 gg_ _- LINE NOTES SHALL BE DONE AT BEGINNING OF PROJECT AND ENG NEER SHALL i 5=0.02 BE NOTIFIED IMMEDIATELY. ' 0 i I REMOVE E ISTING CATCH `n STORM DRAINAGE NOTES BASIN AND ABANDON i _-- 1 II � DRAIN LIN TO FACE OF • ALL IMPERVIOUS SURFACES QUALITY FLOW TO A "PUMP STATION" RIM 15 ' I BUILDING. 1 t WHICH FUMPS THE WATER TO A VEGITATED SWALE. FR(DM THE SWALE IE. 15232 CUTLET THE STORM DRAINAGE WATER WILL GRAVITY Fl-OW TO 6110 11-1026' li ("X16TINCs STRUCTURE i 15110 STOP1"1 DRAIN LINE AT DURHAM ROAD. S•0 08 / ❑ i •/Se �' FF■ 155.82' 1 • PROVIDE CLEAN OUT EVERY 100'-0" L.P. OF PIPE AND AT EVERY DOWNSPOUT. I I PROJECT; • ALL PIPING WITHIN 5'-0' OF THE BUILDING SHALL BE OF A MATERIAL WHICH ---- IB APPROVED FOR INTERIOR USE (ABA) ALL OTHER PIPING CAN BE 3034 P.V.C. UNLESS OTHERWISE NOTED. i i BUILDING 1pplTlON • CONTRACTOR SHALL SUBMIT TO THE CITY OF TIGARD FOR APPROVAL • FOR: DRAWINGS AND SPECIFICATIONS FOR ALL CATCH 5A81N8 W/ OUTLETS JACKSON LARGER THAN 63"0 IF ALTERNATE CATCH BASINS ARE USED. 3EE 4/C2.1 • CONTRACTOR SHALL SUBMIT To THE CITY of TIGARD FOR APPROVAL CENTER I DRAWINGS AND SPECIFICATIONS FOR BUMP PUMP DE51GN AND DETAILSi +/ � BUSINESS PUMP TATION: ( + RD 2 74 ;' 7800 SW DURHAM RD PUMP STATION SHALL HAVE A DOUBLE PUMP 6YSTEM IN Ail APPROVED - �� _ _ - _ __ -- .. - �_._ _. :_ _.-.ar----• --- -_ MANHOLE OR VAULT, COMPLETE ASSEME3LY SHALL BE APPROVED 6 I �_ TIGARD, OR ?7223 ' BY THE CITY OF TIGARD. ! ��, i --. _- SUMP PUMPS SHALL EACW HAVE A BACK FLOW (CHECK VALUE) DEVICE. I --- """"""°""""""•" """`"'""'""""" "�"•" INDUSTRIAL TYPE SUMP. 6"4 =26' LINE 2 L=12c0.58' S■0.02 6"b + CLIENT: BUMP PUMPS SHALL BEA 8,1BMER8�BLE, PUMPS SHALL WORK INTERMI :NLY. EACH PUMP SHALL HAVE A 4,800 6■0.05-1 GALLONS PER HOUR CAPACITY W/ A 10' HEAD. PROVIDE CCINTROL PANEL +/ +/�t%/ DAVIDAND WARNING SYSTEM. G. - 2 = � RIM 154.32' ri IE. 15232' METZGER 4O ATION NEW FIRE r -_._ �,•�I - QENERP.L INF RM �_ e ih — Date: 11--6-00 ON EXISTING UTILITIES AND FACILITIES W/,S OBTAINED DTL.�_/C � �_. „ -_ — -- - I , INFORMATION FROM THE OWNER, SITE VERIFICATION AND "AS-BUILT" DOCUMENTS � v� Scale: 1 -20 FF?OM WORK PERFORMED ON S.W. DURHAM ROAD. PROPERTY LINE TO CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING � BE VACATED Drawn by: DJL LOCATIONS OF ALL UTILITIES AND FACILITIES. A I Chi :ed 5y: JDA Job Jo.: 990904 PIPE SIZING HAS BEEN DETERMINED BY THE UNIFORM PLUMBING CODE, TABLE 11-2 USING 3" OF RAIN PER HOUR I Drowing No.: rACILITIES—Pr-1 INE NO._1— _—_ - -- •! - — AREA x,950 8F. • �6' 4LINERIM 1x432' ........... 15232' l --- ((1 IE. 15232 _ - LINENO. 2 0 — -------� ---__--._-.__ __-_—.—_— ._.--=_--- -,.._ .�--�_�-.• �.��.V.- -�._._----._. _. ___ _-�.__ - - j AREA ■ 2,600 S.F. + 7,950 SF. 10,550 S.F. = 6"� L.INE Uj�p�_�,��1Dp►r,���7C�'=- ��Q�� - ------------------ ----------- --------------------------------------------------- (RD U (LINE U •+�-�"-------------------- LINE NO. 3 AREA 10,550 8F. + 3,050 3.F. + 2,600 SF. 3,050 S.F. 19,250 SF. 10"� LINE �......_..—..� Durham Rd,7800 (LINE 2) CCB 2) (RD 2) (CE'3 3) TH LEQEND 3�fT2000-00004 NO _ _LINE NO. 4 _- ---- FACILITIES PL AN ---------AREA • 2,600 3F, + 5,.150 S.F. + 2,,1 3F. • 10,45,v S.F. ■ 8,oLINE ------- SANITRY DRAIN LINE FACT FIES PLAN (RD 3) (CES 5) i RD a) 1 --- -- STORM DRAIN LINE JC I.�CET _.._.._.._.._.._.._.._•._.._ WATER LINE LL J L I ^- - C1 . 4 ._J �' _ - 4 .. ..rw,xrw:w.xw.nLw.w-- _ ..--..::+.:::_._...:.:::�:W:.--- •,�.-..�. ..._..:� .uw,r., - .�!iPu.+ra�e,n;. ri,.uay� a.�t.. .r',i.n� t,MFa,,Ki:"'ar71F� .1yPgMy,�,«..,.,,,.-......rw,w.........+.�..w..w�rw. .!�d1M .. .,.. ._... .. ... �...wr,m,.+..�^^. NOTICE: IF THE PRINT OR TYPE ON ANY I I I III III III I I I III I I I I III III I I I I i jI--- - --I-II -I-I- �-I IIII I-III I_I_ I I I I I II_I-I I_III III�I I.II IIII -I-IIII I I I_I I_IIII IIII I_I I I I I_I I III III-I II I -III II--II-II_I I 1111 lIII III--I I I I I I I�III III_I II I I A�I► ��-e, °K IMAGE IS NOT AS CLEAR AS THIS NOTICE, It IITL GI / IT IS DUE TO THE: (QUALITY OF THE No.3e ORIGINAL DOCUMENT r f; 6Z 13Z LZ 8Z �TZ 1►Z E1Z �Z � UU�Z 81[ 8lT L(T 9�i 9�I 16111 Eli �t II [f t 0� 8 � � 11� II I9 �;�W� I�Txlll��lll t 11 I IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIILIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII.III►IIIII IIII111111111�111! IIIIIIIII III. Ill! iill�llll (IIIIIIII JII�IIII 1111 Illi 11�11IlLlll ' 1111 IIIIII VIII