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11430 SW BULL MOUNTAIN ROAD-1 ps i i •:♦�'. r. »l . . 1 . .,r.y rM� 4T' .J R..♦. yh l . .1'.r . a -rXjp' •�' '^. _,» k. 7 'Y'. � ,iRi• - . - r ANCHOR 5OLT8 TH15 ELEV. I'2'* x 10" 36" CIC WITH 5111P. MAn OR 112"0 A.B. W/2" WAgHER EA_ END EA. PANEI_ 29'-2' . _ 24'-101 2D'-IO' 21'-2' 10'-0' -4 -a 4 -o 'J -0 '� -2 8 -10 -® -m " 4'mV 2 -8 �/r -4 3 -aD �'-1D' 'J'-Z' '-8' 4'-4' 04 Adi 14 Z10 OF x 4" x 10" 36" 2 �Std -----• / 2� _ 91 X 10 FL U I4[)R FOOTINcsON Tm- A ---- _ _ V � \/ - 6 I FLUSH HEADERS X� d7 U ON 12 k> L. a 3'-O' 1'-2' IZ'-lfd` NDR V X DBL 3 X 4 - 116' CIC - - L 3 X 4 16" C=/C FRAMING FRAMING - 5EE PARTY W � � EE 2 HR. WALL DET. _ � — � ('� O 24" X 24' X 1211 ` _ 12°-1Q�' 1'-2' !S'-di' _ D X _1 — FOOTING p ■ --1� --.i Of yl�t' ' to' x be CONT. FCMINCs q O r4 - n � J�5T5 f-- - _~ x n� _ t:> z L J5T5 FRAMED WALLS FLOOR � _y e " DRAIN � U � _ c�' Q V cp 24" �'-�' '„lo` ® lot-ON d1 }� B ,. U r 2 d " to �d r � r'• 1 I,m' U � 2 NR WALL N T I NUE5 - 3 O X THROUGH CR L 5PAGE n X h i �3 TO F NDATION '- r•. n �y s i 1:_ " U X --------j - so e - � Ar- _i rc., m _ t-�• �'-rm' ✓'-�' 4'-2' V-01 41-8' b'-v' 121.02 41-2' V-p' �'_�• • -S• 1-4• �1-/�' 1••4 8 1-to` 1- • a g 8 I'1'-m' 8'-�' 211-2' �'-6�' 1'f'-2' V-v POWNDAT I ON P[=AN 11,411 1" 1, e = ALL ANCHOR BOLTS TO BE �"� x 10" 48" CIC 112"# EXCEPT WHERE NOTED OTHERIU 5E �J O 0 c CrrV OF TKMW U4 is FOUNDATION BIGOT 4kPPrOved .. . ` � • •C Q tonditionaPy Approvad .......................:.f.:::: C 1 o ALL FOOTINGS TO REST ON FIRM UN015TURBED BOIL CAPABLE dor only the was w. in; 40 OF :3t.li�'PC?RTING 150:0 F"3F t''�RMIT NQ. „� -- ..�. ��y� ��� d c CONCRETE DE51GN 57RE•NGTH TO BE A5 FOLLOWS: ---�•-• - ©letter to: oUow .............................:.::.�:,•,..,.:.,... L C g 1=<JUNDATION WALLS AND FOOTINCYS = 3000 P51 lttF1 PORCHES, °5TEP5 AND 6ARAG FLOOR 5LAE35 = 3.50 1 Atta h ...............................• • � ., � � , � cU EXCAVATE MINIMUM 18" BELOW FLOOR BEAM:5 3 ; ' a PRCVID>E 3" BEARING FOR BEAMg IN POCIc.ETg WITH �2" AIR 1IOaAdd5",sS: _V YbQ_.._.��,...._�'`'✓� �'f'y„ - N 3F'AGE AT 51DE5 AND END73 ANDFLA5N WI rW 550 FELT "`- a PROVIDE I - 24” X 6" SCREENED VENT FOR EVERY 150 5Q. FT_ OF FNP AREA PROVIDE 2 X PRESSURE TREATED MUD 51LL WITH ANCHOR BOLTg --- - _ - - - - - A5 NOTED ON FOUNDATION PLANS �"CI+ sib. ....... ..,....,..,, H:. -. � � PROVIDE CRWAL `SPACE DRAINAGE Fc.7H jR EACH AREA WITH 4" DRAIN TILE CONNECTED TO RAIN DRAIN° MAX. J015T 3PAN5: 2 X 10"9 • I6" CIC 14'-4" 1�" e A A/-' -' w I � �•�`" H G� 2 1C 1013 12" C/G 16-6 � few - � r A/.r 74 , 11 'el r N rn T*N OV YA 6 w � 'e � � N el UP CIVUL 4e qw Mtn. Rd. 11430 / BU 96�0388/00056 00057 1 n •1 of 19 't 4(e/7 AI-NAN15pb A,woo r� NOTICE: IF THE PRINT OR TYPE ON ANY TI I_ ( I r III III III 1 1 1 I I 1 1 1 I ( ( ( ( i I ( I ( ( ( III ► I I l l I l I I l l l l l l 1 1 I I I I I I I I I I I I I III I I I I I V I I I l I I l l _C i I r 1 1 I I I t l I I I I I I I I I I I I I I I I I III l i l l l i l l III - -f IMAGE IS NOT AS CLEAR AS THIS NOTICE TIS DUE TO THE QUALIFY OF THE 10No.36 ORIGINAL DnCIJMFNT - — - 1, 6Z NZ ( G � 8Z SiZ � ti EZ ZZ TZ OZ 6T 8i LT 9T 9T. �1T ET ZT TT T 6 ��tl13" IIiJ IIII Illi Illi li Illllllllll Illlllll llllllll UJ111l11llllllll� ll�! 11111111I1i1llllIIII II!! lIIIIlII III! Ililllll IIIIlIIIIIII IIII IIII�IIIIIIII Illllllllllllllll l.11 lllllll IIII ! • I I! L!I! 1•Lll 11. ll.i1 lI Ll L I I I�i�11 I �i 00 is .&$ • UNIT as' �1-106 • WtTb or *Do - �/ COMP %4 NGLES OVER 16 PIP OVER /2 PWID SWEATWING i 9. LP LAP 51DING + Is R OVER V" 6YP. 5NTG. �r 2 X b - (b" G/L. FRAMING TCW 2 X 10 FLOOR JOISTS a 24' C/C TPLOGES � I � r I N R-38 fto(LN INSULATION -- i` 2 X h - Ib" G/C FRAMING 260 GALV. IGUTTER//00' }--- �--- P.T. 2 x (a SILL WITH DDS. LAYER TYEP "X' A Gx1''2AL�E - ANCHOR BOLTS AS NOTED ,i' GRADE E I 4 X 12 BE Af'�1' D � 4 I . I e 05 BARS • 24' C./G � �` IZ i! 34' TO 38' GUARDRAIL • ? 11,120 LT_ WT. ' UATN I f C2.)"5 BARS FIN. FLR ON �,4' GYp�. ETE b X h - Iwo x IQ,} t�UJ1. F, OVEIR MIL, PC .Y OVER OVER e' PWD SUB-F�R fib" PWO SILa FL R ! X 1 STEEL TUBE vERTg • 50 � C 1 11' 12' 2 X; 2 STEEL TUBE RAIL } } 2 X le Ib' C/C JSTg � 1 A %I TYPE 'X' GYP. BD. �N- RER RC-1 C 4ANNE L 51"C' U210 42' Wk k GUARD RA I L Yl 1 X I $'IrEEL TUBE VERTS LT. UJT. 7NG. •` DOUBLE J IST � � MAX. RISE MIN. ' U i MIN. N = 11� ii�2 74 V/z X I,0' STEEL L LAP SIDING A5 NCTED ON i I ,_- li 2 X b 16' C/C FRAMit*'p t%' G`t'P5a'1 SWTG- s, LT. WT GONa s 4 X I>� OR AP W/a%' Tv-PE 'X' SM. CAP AND FLASING FIN. FLR ON a' GY RETE G. AS L--� � % TYPER X ? X b OCI'CING OVER V PWD &0- LR I ' ® PRECAST TI�EADB 2 X 8 - ' C/C JOISTS t FIN ISIa GRADE;// ' r= WITi4 SIMPSON U28 %11 TYPE2 X 10 ib' C/C JSTS " c _...�,,,., i,�' AIR SPAS" i ATG %1 TYPE 'X' r-iYP. BD. ON 4 X 10 ___.1 M8. AS y D C►OFING BELOW GRADE WAKMAIL EXTENSIONS 157YOND � RG-I CNAi�L spa' TYPE X' —.'' ;`Ij c_._.. EA. SIDE • 4 X 12 STRINGER - AR • 18' C/C EA. WAY I f Il I8' de GONG. WALK FOOTING DRAIN f i Is, 04 01 ' 34 WR. ki ATED DOOR/ASSEt MLY— ! 86MT SU5-FLR TO IST FLOOR SUB-FLOOR • 104' T FLOOD? TO GRADE _ 104' - 34' c----, "4 DARE • 18' C/C EA. WAY r; '; © SEE DI/A 1a OOR FIN, FLS+ I '11 a r •4 DOWELS • ' 2 x NPS FLOOR JON TS 2 X b W C/C FRA _ •, PON" WALLDROP ' l 2 X Ca P.T. SILL W/A.B. A NO i d 2 21-4# = �i 0 a-- _ - MIL. 1$LACK POLY �;�;i.�-�,,� � �.-'%�_�;� fit...._ ` ' 0 !►. i c2a 5.4samaNT WALL DETAIL � t�• • �'-o• �Tr4I r'UJEL.L. ` 'ECT. 1'1'P II /� tl 9c= IC E BUILDINGS 4. as 20 1/4' s 1'-06 0 00 C _ BTAIRULC JELL • BLDG '1B', UNIT 'A' - SIMILAR a � � RL cu BATTS . ; �f • 3 � 4' CONC. SLAB FINISW FLOOR OVER » PARTICLE BD. OVER �'a' P1.UD � r y �-- FINISH FLOOD AS NOTEC, f 2 X tm OTB • Rise CIC 650LID BLOCKING 2 X 10 FJOISTSY LO(�I4 4'♦ FLEX VENT • �.1 5M. FL INC. 2 X (, P.T. vILL W/A$. AS NOTED • 5 BARS • TOP BOTTOM 45 15Al4a • 24 C/C 2 X6 .6 C/C FRAMING ,:.._ HILT! STEEL, STUDS • 3b' C/C I 2 X C� P.T. SOLE PLATE --, , 7 .J "_ r.� __ l2) 05 BARS IN FTG• ip l2 ! "} I°5AR8 IN FTG, i � �� \ .�► WRAP JOIST SPACE UI/%' TYPE 'X" .,� j ��, C)— r Fes" 1 V?' TYPE ex, GYP, C11 ' \ ON 1�-I CW�L D2 : STAIRWELL WALL DETAIL D2s Ifl1T. SNARING WALL MET. `'�\,• �- �- y,�- ' <_� G 1/2' ■ I'-o' D112• � 1.-®. HOR I Z. CHASE DETAIL Bull Mtn. Rd, 11430 BUP96 00388/00056/00057 2 of 19 TSX3A186 40._ NOTICE: IF THE PRINT OR TYPE ON ANY r1rI111111111111111111111I11111I1tI1111111 ► 111III ► IIIItIII ► IIIIItItIIIII ► 111111 ► ILII ' IIIIIIIIItItIItIIIIIIIIIIIII ` IIIIIiIIIIIIII ► IiIIIII I I I I I I I i I ( I I I f I I I I III I I I I I I II � � IMAGE IS NOT AS C!-EAR AS THIS NOTICE 1 I I I I I I / C �C 7 8 9� 10 ITIS DUE TO THE QUALITY OF THENo.36 1 - -- - - --- 1� ORIGINAL DOCUMENT , E 6Z 8Z I LZ 9Z gZ fiZ EZ Z TZ OZ 6t: �3�t LT 8T 9I I t.lt ZL iT Oi 6 8 L 8 9 �' E Z i(II (III IIII IIII IfII IIIIIIiII IIII IIII (III IIII IILI IIII iIIi IIII IIII ILII IIII. llll ll� llll Illi llll llll lllllllll llii illi llll lill llll llll111111, 1111 IIIIIIIII�IIII IIII II 11111 111 l ll l ll l 11111111 ll l l 1111 lll ll I I �a r I P ONAL D 8T Lu IFIEF___� NORTH U 15 DSD ATI - � a DURHAM rev. � L C ON 1"1 A F �...._.r.- � ---- - NTS .-----.. 3 -3 ` _ ?, 8' 4 10' FIRS UNIT survlmAqwro ._. r•' � ��� '� is ' ' ..;F;'l ��;' ...... ..., �' 9 'A' UNITS 1118 SQ. FT, 3 BEDROOM 2 BATH , . •R'�; 'r Y."_tomA ! ,Irii,d in: 46 'B' UNITS ID 98(6 SQ. FT. 2 BEDROOM 2 BATI-�I B 2 A �r l ' ` ' r � � - 45 'C' UNITS * 100 SQ. FT, I BEDROOM i BATH SPA POOLEXIST.g / . 1 . , ; . I � ...... 3LDC .26 D' UNITS 601 SG , FT. 1 BEDROOM 1 BATH ............................... ............. .�B' 2T ,126 TOTAL DUELLING UNITS .... 1 OFFICE f212 SQ, FT, lU/L OUNG E 4 U1T. ROOM C40h'i1"11k4 I T Y / f. na ���--� -­-Date- 45 ate 45 GROUND FLOOD' UNITS it 45 X .38 = 11.10 CENTER 11 ACCESSIBLE UNITS ARE PROVIDED WPEREr� f 3� 5T INDILATED WITI� HC ON THE SITE PLAN ----' i' 2 1 H ACCESSIBLE ROUTE r' 3$, N � i SEE CIVIL PLANS FOR CEL 3T FINAL DESIGN I OFF STREET PO4A< ING Y L S E Im H r Q• / 33610/0 X 2010 GARAGE STALLS 2890 / j _ 3 ' HC 21 10/0 X 18/0 TANDEM STALLS 130 9/0 )C iF3/® STANDARD STALLS 104 V / A 65 810. X 14/0 COMPACT STALLS 529'0 252 TOTAL SPACES PROVIDED 20096 / /YY - / / T"1`:. INCLUDES 1 HANDICAP STALLS CIS Qj �.`� ,� � 3 INCLUDES 55 CARPORT STALLS I ,14 � ! E 02 AREA su"r"IARor t - / (5) 10' OAK TREES loo ` 2 S , • LOT COVERAGE 45,5 96 48 20 \ .- �' - _ - PARKING AND DRIVES X68,264 309'6 ,-'� 4' AREA OF LANDSCAPING 115149 50% _ Al, _ ,. _ IDS - SITE AREA 229,561 10096 AREA OF SITE WITH SLOPES LESS THAN 1096 26% 3 ' ' `. ` f 4 3 , H EXTERIOR LIGHTINCo 3 B NC _ 0-H SINGLE HEAD 15OW PPS - KEENE , SDE 1 • ; -" r. 3 ,C � k AREA OF ILLUMINATION = 130' X 100' 6 .1 fc MOUNT 18' TO 20' A O G f - V 3 .p H B VE RADE ��.- ,� nck _ _ WALL MOUNT HIPS - KEENE SAW 153NLX- i 'JO "-- V AREA OF ILLUMINATION = 40' X 20 0 .5 fc _ _ V MOUNT 12 ' ABOVE GRADE 41 - • POST LAMP - MOUNT ro' AB(- . 'E GRADE ' '~ - - - Iloo CARPORT LIGHTING - KEENE C5240 CWDL FLOR. .Q V EVERY OTHER STALLj - 11 .."� - — -7 M5 5 3\ IBI ko MAIL STATION W/QUANITY AS INDICATED �i, : !;:�•�!! �; 280 IITIg�p�-CLRv_ ,�■■i■, �� 0 s yf 'o ,r% TRIANGLE SANITARY DROP BOX AND ENCLOSURE C - Q 48' HIGH PRIVACY SCREEN Q C �p 5' TO 6' HIGH SIGHT -- � � � > 0 INTERNATIONAL HANDICAP SYMBOL Y _ - M 4 0 ' OBSCURING CE _ - #Q - CONTOURS 0 2' INTERVALS `� f.'�,`' \ 10 L f Tyr - � o c m 10 CONTOURS 0 10' INTERVALS I �--' '-moi' -" ..}, 4 STALL HOOP STYLE BIKE CK / r _ ISLE \ C _ � / 1111 1 fZ4 �`I �� COLD U1INTER WINDS � m 1 --mow` - •\ �� = U1,4�1 SUMMER V ER BREEZES 3 0 �i EN Y 0 B , SUN • F: ( �( %vf � 'C' 3 � 3 "B" 'D 3 Ice ., 3 •C z EXIST. 8 Lrn o� Cl- u v t BLDG. �A 0 `� I B�,ill Mtn. Rd. 11430 57 � � O,'O BUF96-00388/00056/000 Sof 19 u ! t=- SF'x5N NOTICE: IF THE PRINT OR TYPE ON ANY 1111 I f i f 1 1 1 1 1 III Jill 11 11111 111111 11 III [ TjI` TIIIII1r-� I I T I I I I I I I 1 1 � 1 1 1 1 III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE �. I ( ( I ( I I III i /C C � c;��IT IS C�C.7 __ _._ O 11 1211, DUE TO THE: QUALITY OF THE _ ___ _ _ _______ __ __ ____________ No.36 ORIGINAL. DOCUMENT 9 Z 92; Z E Z Z I Z O Z 6 t 111111 Li ILIII??? II?? II!? (III IIIIIIII.IIilllll III) II!II! II !illl��illllllllllll IIILIIII �IIIIIII IIIIIIII IIII I8 IIIilllIIIIi{ I IIII IIIilfl.ltllIILLTlllIIlillZliTlillllillTl. Illl( lllQlIllllL(l EIiII( IIII �I-ITfl-- lL �U IIiI�1�1I + 1 U s 13'-Z' UJ ua CLASS 'A' COMP. SHINGLES OVER 15' FELT OVER /z' PLYWOOD / 24' C/C Z TRUSSES O i R38 BLOWN INSULATION Z X BLOCKING I SIMP, 1-12-5 1V- (Y Y FLY 6X 10 HEADERyFINISHFLOOR OYER d' GONC. SLAB POOL TERRACEOYER 6 MIL BLACK POLY OYER 4'SIDING AS NOTED R71 BATTSta GRANULAR FILL BARS • 18' C/C — �3 BAR9 TOP / BOTTOM 6' STEM WALL ON CONT. ty 6x6 - 10X10 Ul I RI5 RIGID INS. 12' X 6' FOOTING fZJ '3 BARS t CRO66 SECTION z 3 d tu l i a e ' i FOOTING To J 30' >< 30' X 10' * I I RETAINING WALL WALL I (— --- -- — n 0 THICKEN SLAB 70 12' X 10' II I I •� L C n I + W L 4. 4 CONC. FLOOR SLAB I o C D3 I I FOUNDATION PLAN W 0a � e° p I7 LC - I — co � I I . • 0ac Ile m � Q — — — I SEE FOUNDATION NOTES ON BUILDING 'A' FOUNDATION PLAN ° r - - - J01 Zq li - - - p� Y I I 6' STEM WALL ON CONT. 12' X 6' FOOTING di� NIL 0 �V o4 ( d v Bull Mtn. Rd. 11430 ,r BUP96-00388/00056/00057 4 of 19 ASxRN l5h NOTICE: IF THE PRINT OR TYPE ON ANY rI I I I r III III III III III I I III III IIII 1T I 1111 Th III III I l I f I III III III III 1 I I III III III III III 111 I 1 1 I I I I 1 III I I III III 111 III III rh I I tl I I I III III VIII I L L �D(J IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11� I 113� 1 I 141 151 IT IS DUE TO THL QUALITY OF THE N0.3e ,p•� _--- 1 ORIGINAL DOCUMENTIIfII�£IIII II!I ZIIII II8II ZILII ILII ZIIII II9II ZIIII II9II ZIILI II6II ZILLI IIEII ZIlli IIII ZIIIdIIITI ZIIII IIOII T 4T T II II T T �� �9 9 3ZIlil IIF'111,111811IJ11 ,111 II II6IIIS [I711111111311111 TII11111 IIII1itia iii IIii E Z-— UImn�e ` ]II IIIN111 ,1 l 1'F �1 UA LLJ DECK ' ( ! DECK ( � - -- I (,, E:)EGK L _- ECK I r �! ` � � DECK � ��=.�1--s-- -- DECK _._. ..._ - -._ _ _.. -- --- _ _. - - - —� � __ _To SEWER_ 4" BUILDING SEWER ( —/r ___j , LATERAL ct) I 1 Z UNIT 'C' UNIT �B� -, Ii j ! ! ; ! 'v ( 'v , SEA UTILITY C� I I[ UN I T C I PLAN BY - ! TYP SEWER I 'a UN I T B r _.__.. _-_ WESTLAKE �, I RISER 4 VENT -___—__.._ I UNIT 'C' ( 1 I ! CON5ULTANT5, INC STACK -� I y , I UNIT 101 - i ll ------------- r r TYP NOT ! - I - _ _7_.____ -_t-- --L :4WATER _� ; : SUP. L Y[t--' •-- I �'..,.._-� ......... -- - 00 ci i r �.l....-- GOLD , ; � , I _ - --. rL_t_..__..._.� , WATER I L 3UPP Y ......... ... COLD WATER - __ - ! 8 i I �_ r-Azi j 3/410 to 21' 21 to _J - 1........ !� ! I II . I I � I ROOFI MCH . PAN BUILDING ROOF `— I I 1 � I � I LEGEND : 1 - I COLD WATER I I I ► I I I --- -- ------- Hct WATERH °AIJ I ( I T B I T B -- — -- -- - - SEWER _.. ......._.. ... 3rd RJR 3rd LR 3 N �COLD F _ HOT_ HOT WATER TANK I 1 n I ° SEWER RISER 4 VEN t STACK 14.. 1 0 1 P 1 • COLD WATER SUPPLY RISER 1 5 > 1 C ; IC m I_ I _ 0 L4. Q) > 04 0 • 1 H1 � � 1 o DAL)Un 00 0 1 ( T B I e ( L C ® 0 _................ ►; 2nd FLR .......... ....... .......... ..................................._.................... .. .. L C.O. jI 2nd FLR ; 00 of I cv l = I n e a J Uv H D/W ( FTB I TB let FLR _.....,................. r- 1 3�� let FLR fr,� C.O. 4 4'� TO KITCHEN C.O. C.D. `� '+ TO .,c,• V '. ' �l 4" 13LpG BLDG 3" LATERAL SBUER TYPICAL 54THIR00", PLUM51NG RISER TYPICAL KITCHEN f LUM ING RISC © Bu!! �•�i RISER f� Mtn. FZd. 1 1430 00056/0 r BUP96-00388,/ 00�? v /� �.:� A 5 of 19 �1ME,4N 15E-� NOTICE: IF THE PRINT OR TYPE. ON ANY III � f ( I ( I ill III III Ill III III III III III III III ► 11III1111111411111 IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 3 � ( 6 I 8 10 ITIS DUE TO THE (QUALITY OF THE No,38 � ...:�.P.-�,. Ad ORIGINAL DOCUMENT E 0 Z 8 Z j L Z 9 Z 5 Z fi Z E Z Z Z t Z 0 Z 6 t 8 t L T e T 9 t I I E T Z T t,i ! i 6 8 i L 9 Q fi 'E Z t �ia�3w1 I�!I .I I III IIII IIII IIIIIIi .l{I !III illi i I. �lll Ilii IIII II .I� �I, I IIII IIII. II ....►..IIII lIli III{ fill I i� IIII IIIA .�II i II illi III. 1111111.,1111 IIII Ilfl IIII (I�,��IIIiI!Il�ll�f III .III I II IIII Illllllil .1.0 .111. al IJII 11ll l 1 1 11l IIII �II, t x W n LOUVERED VENTS I X 2 RAKE TRIM 2 X 6 VERGE Z J) 1 8 41 - 2 X 4 CO NER TRIM lF NIGH GRADE ci n. EAST ELEVATION VINYL LAP 91DING U v ilC � ROOFING A5 NOTED FABCO H025 COMP SHINGLES it tu to — 11/1' P'.UD MDO _ SHWR HEAD PLYWOOD RETAINING WALL N FINISH GRADE li 2 X 10 TRIM BAND SIDING AS NOTED Q SOUTH ELEVATION NORTH ELEVATION RrSCRE04T I ON CENTER C Q ` 4C. 0. c a 0 4' U < ° 0 v - LOUVERED VENTS � a �{op � 0 01-m1_ 4fo C Hd 1Q TRIM AS NOTED oLC � CO Ld0 C `u SIDING AS NOTED 00 n ftvJ'OII � Y FINISH GRADE � �J ` WEST ELEVATION ��, m4 �o'��o w C1 Lu N � v3 ti 0 �` O Bull Mtn. Rd. 11430 `lJ� BUP96-00388/00056/00057 6 of 19 AELRN 156 NOTICE: IF THE PRIW OR TYPE ON ANY Tr I I f 1 I l III III III III I I III I I I I I I f r Ji �1 1 I l 1T1 l I I I I I I I III III III III III I i III I I III III III III III I I I f I I I I f I I I I 1 I 1 I I I I I III III I I I I I I I III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 14I ITIS DUE TO THE QUALITY OF THE — No.39 �•m�•.4"' i ORIGINAL DOCUMENT 8 8Z 8Z �LZ 9Z 9Z��II��i� �Z HZ LZ �II TZ.�II��OZ 8t BI Li 9t 4T �T 8i Zi ilT �IOT 8 B L 9 9 6 8 5 T �.u� ���� IIII�IIII IIII��II IIII IIIILIIII�IIII IIII�IlIl111111111 11llll Ill�lill illullll llii(llILIl11IIilLilli�liil IIIIIIIII IIIIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIU IIIIIIIII l�Lllllll IIII�IILI III► Illl 111 �� �I„� 1 1,f I (4� 'R CANVAS AWNING w I' IDb'-b' 9'-4' II'-Ind' 4' --__ __ _ (2).2ih X 6/0 $H.-- -- C DI R tV.1/fa- X 6JO i _ � it IREPLAC I 8 3/0 OI I � _ —_._3L@_-' �x O 8' TILJ HEARTH !. X G� i N e tet4T e_o x O � - cqtr. ci x r o fv x 40 GIRDEI TRUSS J It ` x / ; Jr' ' ; i ,f , ,• \ 3/0 FRIt I., j i It t J (3) 2/b X 5/0 SH 1 COMMUNII T*ioo ROOM f 21/2 Ix 2®/e ta ff' r It VINYL 3/0 /;' %�;i --, I HR. CORRIDOR U : LEASING I 1 It ,'LA JfJ i !1 I /1 % -- ' 1 —u ' rF ►� U-1 CAP WALL TILE �. VINYLF ,'';:,,rf f�;,N ' ,'',.�,,�Jf 3/0 '` �, 1 f'/` ' 3/0 ', r'f i ! 3/0 FR E -- (3) 21L- X 5/0 S" I 1 3/0 i F MIRROR WALL. I 3/m - t 3/+0 x 6/8 FRENCH -- --- wp 4 SHELVES L :ZZETAINIW-s WALL \ M to �. WEIGHT FROOM , 24/0 X 1440 ,� Q 0 N mc (1 1 CA 04 °u a � 0 r.,•�E-r1' C� ccs 1—� r _ � 1, 00 (4) 2/6 X 5/0 SH ' J ONE HCUR CORRIDOR: PROVIDE b%' TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE OF WALLS AND DOUBLE LAYER ON CEILING PROVIDE 20 MINUTE RATED DOOR/ASSEMBLIES W/CLOSERS01 _ 1'•4' 25'-�' 11'-m' Z'-fd' _ iZ'-b' C �j' 40 a— cr) W cv l L* WALLS SHOWN THU5 ARE: t2 APA PLYWOOD W/10d as 2' C/C '1 0 _� U '� �. J fDE ON 4 6 COLUMN AT EA. END OF EA. PANEL AND RECREATION C ES AND a' C/C FIFLED �"'RO X ` SECURE TO FOUNDATION W/31MP50N HTT22 �fq' I'-(�' *C30 $02 FT gull Mtn. Rd. 1143Q ALL OTHER WALLS ARE �fz' GYP. SHTG. W/5d I' C/C BUP9fi-00388/OG056/00057 7 of 19 y ARE=C2156 M� i NOTICE.- IF THE PRINT OR TYPE ON ANY Fril I I r I I I I I I I I I I I I I I I I I I I I I 11111 111111 [ I fI �TITJ I PIT111111 1111111 11 ! ( 111 I.111111 1 ( 1 1 1 11 11111I.jE111111 111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 4 5 6 8 10 111 I 12 ITIS DUE TO THE QUALITY OF THE No.36 ;`,wp*Am coom" ORIGINAL DOCUMENT 0 V - - 6Z N7 LZ 9Z SZ � Z SZ Z Z UZ 6i 8 [ L I 91 tT Ol ���� IIII ���� IIII�IIII ���� Ii1i 11111111111111.1 11111111 X11111111111. IIU 11111111 1111 <1111111111111111111 Illi 1111 IIII llll .�lll IIII Illi IIII IIII IIII IIII IIII IIII (Ill l 111.1 lUl 111 III I I I ! �� � ► � � � � I l l l l l i�l l ll .�11.1 I_l �1 1J�11J..1. l 111111�1�1 I HILLVIEW TERRACE PHASE II IMPROVEMENT PLANS P.KB WITH ALUNINUM IN ,.ROAD TAG NEAR NORTHERLY 1 1^, FOG UNE EL 329.39 MIDV1v � l 1A l , •.-T / • POOL ' I • II SPA 17 • COMMUNITY CENTER I L A.! ...A.•• I ` APPROVED PLANS MUST BE ON J013 SITE I , 1 l Gd- ORY OF IYiARO Approved.... ........ ._-.........._......R'� QOREItIOneity Approved ................For oAly the �. PERMIT NOWorlk T0e0a�3 , .f..�...`000 See letter to:FOlY/bS ' jobAddreM w 1,—Y4r4 �P t1n 1 �J 49 ,0 Lo ca-;Ls.l a .i'.✓e �i Aie e � � HILLMEi TE' i ACE LA R Plr.v.N1 • I / N., PHASE II t e a i 1,(1 :r .x • I c\ I / P OWNER / DEVELOPER: CONTRACTOR: ENGINEERS / SURVEYORS: nsxw SITE _. •, M ,r : »•� u / ms ANDREWS MCN CONSTRUCTION HARRIS—McMONAGLE CT "°w ^ ; ; g I Q C ` I / MANAGEMENT LTD. 6235 S.W. OLESON RD., ASSOCIATES, INC. B • .( • '� __ J. 8755 S.W. CITIZENS DR. SUITE C 12555 S.W. HALL BLVD. WLSONVILLE. OREGON 97070 PORTLAND, OR 97223 TIGARD, OR 97223 LADY 4MIOx , I / ` PH: 503 - � • PH: (503) 684-0652 ( ) 2440523 PH: 639-3453 A A • :a e�^ Bull Mln. Rtl. 11430 eUP96-00366I00056I0005T Sheet Index: 6Dt 19 f t ••.. ' / Grading / ESC 1 of 7 ; •n °�W MO w✓ , I S �. �' m, - / Street and Storm Drainage Plan. 2 of 7 4 ur „ / SCALE: 1rt =50' Bull Moutain Road and / Recreation Center Plan 3 of 7 A / BENCHMARK DATA: Street and Storm Profile and / WASHINGTON COUNTY INTERSECTION /454, A BRASS DISK Public Sanitary Sewer Profile 4 of 7 IN WASHINGTON AT THE INTERSECTION OF S.W. 125TH AVE. VICINITY 5 ALEMAP / AND S.W. BULL MOUNTAIN ROAD. ELEV. 472.74 Sanitary Sewer and Waterworks Plan 5 of 7 I• • // SITE T.B.M.: Standard Details 6 of 7 — .J,.. . �........�. . �. . � .. - — — — — — — — — ---r OF BULL, ALUMINUM �GNORTHERLY NEAR MOUNTANRDACROSS FROM THE NORTHWEST CORNER OF HILLNEW TERRACE. ELEV. 329.39 Standard Details. 7 of 7 CITY OF TIGARD CASEFILE •SDR-96-0002 - -- ---- -- - — -- ----- --- - -------- — -- - --- — — WASHINGTON CO. CASEFILE •96-921 NOTICE: IF THE PRINT OR TYPE ON ANY . I l I II IIJI lIII IIII IIll II l111 IIII 111 IMAGEIMAGE IS NOT AS CLEAR AS THIS NOTICE, �I I _III III Irl_ IgII 1II II�I 111 IIII III IIII III I I III IIIIII I III IlU II III}iI " 1111IIIi� l // /fit. 026) IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT ill lllllll�llll ilululi iudllli ilullui iluluu uulim imuil llullul liullli II IIIIIIII illllui iudmi iudllli illduuilllllul iluhlu illduli iullmi illlhui WIIID! Iltlllll illlhlu Illul ` LAW IllJllll ° u' ` iul�a,I 124X ' GRADING NOTES: I 1. THE CUT AND FILL AREAS AS SHOWN ARE TO BE BLENDED TO THE ADJACENT LAND TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER. AREAS IN EXCESS OF THIS SLOPE SHALL BE HYDRO-SEEDED OR OTHERWISE PROTECTED FROM EROSION, 2. ALL AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF ALL VEGETATION, THE FILL PLACED AND COMPACTED TO 95% DENSITY. I dol \3 ,f \lj. \W \� 3. THE BUILDING ROOF AND FOOTING DRAINS (IF NEEDED) SHALL DISCHARGE INTO A \ O OG �O pO `VO PIPING SYSTEM WHICH DISCHARGES INTO THE WATER QLAUTY SEWER SYSTEM. 4. THE STRIPPINGS FROM THE CUT AND FILL AREAS SHALL BE STOCKPILED ONSITE AND PLACED IN NON-STRUCTURAL AREAS UPON COMPLETION OF CONSTRUCTION, AS DIRECTED BY THE OWNER. COMPACTION SHALL BE BY WHEEL ROLLING. STRIPPINGS MAY BE REQUIRED TO BE REMOVED FROM THE SITE, AS DIRECTED BY THE OWNER. NOTE: ADJACENT 5. ALL BRUSH, TREES, AND DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE. PROPERTY IS UNDER r r � r rrr� r r r r r TIL 1400 SAME OWNERSHIP 6. ALL INTENDED STRUCTURAL FILL SMALL BE PLACED AND COMPACTED TO 95% RELATIVE DENSITY, AND WILL BE TESTED. TEST RESULTS SHALL BE SUBMITTED TO THE CITY BUILDING 1 SEWN ACCESS c \\ ♦ 2S I 10AC \ >, "Y^ ��� �` �� AND ENGINEERING OFFICES PRIOR TO APPLICATION FOR FINAL BUILDING PERMITS AND PRIOR 1 « DRI AY - �� ♦ ^� ^1,^ =^`^ '� �\ �• �� TO PAVING THE PARKING AREAS. 7. THE SITE WILL REQUIRE SOME IMPORTING OF FILL MATERIAL TO CONSTRUCT THE FILL 1 \ 1` \\ \\ \\ AREAS SHOWN. VOLUME OF IMPORTED FILL WILL DEPEND ON THE AMOUNT OF WASTE/STRIPPING MAX. 2: 1 ��� 1 \ \ \ Q �1 '\ �\ \\ \\ SLOPE \ a �� �� \\ \ \ l E VOLUME GENERATED. THE CONTRACTOR SHALL TAKE THIS INTO ACCOUNT WHEN PREPARING y F.F. 275_0 \ \ �♦ _ _ _ ^�^ 1 � �\ \ „SONE WALL„ OR QUAL HIS/HER BID. _ r�r+ _ - _ 1 \ TAINING WAL Y 11 1 \\ �� ����� ice``~��^�� ��r i �\r V r \ \ \# \ \\PSIGN NEIGH 3 TO 5' 8. ALL ONSITE CURB SHALL BE EXTRUDED CONCRETE. REFER TO DETAIL ON SHEET 2. 11 ^ \ \ \\ \ \\ \ \• \\ 9 R TAINING WALLS SHALL BE 'STONEWALL' RETAINING WALL SYSTEM OR EQUAL, AS APPROVED \ # \) \ \ 1 ` \ + \\ ^ THE CITY OF TIGARD BUILDING DEPARTMENT. 1 , I \ \ ♦ i �10,AALL RETAINING WALL WORK SHALL BE DONE IN CONFORMANCE WITH THE UNIFORM BUILDING CODE, THE CITY OF TIGARD STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. REFER 1 t Ft OTE F. 275.0` \ ROTE INLEIV \\�, \ I p ) 1 ' I THE DETAIL (NV SHEET 7 FOR GENERAL INFORMATION. 1 1iTI I A 14 IT 1 \ r3t\ \�„ \ i\\ T-T i \ \\ �\ \N -�\ EROSION / SEDIMENTATION CONTROL (ESC) NOTES: I 1 0 1 \ \ 1 \\ ` �, j' I i \ \ \ \�\ � ' \\ \ TIL 1400 1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 1 1 I F.F.`273.0 \ I o\\ \ \ \ \ �. -� \ \ 11 1 \ �( .\ \ 1 t \ \ \. \ \ 25 1 lOAC REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY I \ BIO-BAD INL \ \ �' 11 1 \ \ \ \ \ \ \ �+' �^ \ OF THE CONTRA;TOR UNTIL ALL PUBLIC WORKS CONSTRUCTION IS COMPLETED AND Rd1ECT1 ^ 1 R' E\ \ �-�i0 r \ APPROVED. THE OWNER WILL ASSUME RESPONSIBILITY SUBSEQUENT TO THE PUBLIC 1 , 1 \ \ 1 \ \ _ 1 \ \ POST-STREET CONSTRUCTION I 11 \ .�\ _ \\ , 1 \ \\ \ \� 1 T. y3 , I 1 \I `V\\ \\ \ \\ESC +SEDIMENT FFNCE DET. k3-2 WORKS CONSTRUCTION. Y • ♦ \ 1 \ 1 \ 2. THE PROJECT LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE �� \SBO F) 29�. \ X \ \ \ \\ \ \ \ FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURB- 1 �\I F.TF,273.0 \\ \ - \ ♦ 1 \ \ \ 1 vl\ \ \ \�� \ \ \ \ ANCE BEYOND THE FLAGGED LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE 1 ; �`\` \ \\\ I i _ \ \, ,\ 1\ 1 11 \\ II\ \ \ \ \\ \\ \\\\ `�\\ MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUC1,0N. \\\ O\ 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION ��I I \ ' \ \ �� 1 \ \\ \\ \`, \•. , ` \ �\\ \ N MATH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH MANNER AS TO INSURE \ \ ♦ \ \ \ \ \ \ \ O THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE 11� \ ♦ \ f.F. 2 \ \ \ ,1 \ \\\ \ \ \ \ APPLICABLE WATER STANDARDS. �1 F.F. 69.0 \ \ \ \ \ \ \ \ \ \�\ \ \ \\ 4. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR \ \ \ \ \ ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC \ \ \ \ \ \l \ 1 \`,\ \ \ ,\\ FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND ESC SEDIMENT \ \ \ \. F 3 0. \ " 2 \� \. \\ \ 1 z " ~xl ` \ 1\ _\ \ \�\\ .._ - . - I 11 FENCE DET. #3- ,\, \\ \\ \ �\. �\ \\ \ \ \\ \\ y►R:, \\\ TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. \ \ \ , \ \ '. \ \ 5. THE ESC FACIUTIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND w r 11. ) -, r1 \ \ \ \- \ \ \ \ \ \\ ` \ \ MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 11 1 \ #- ;1 \ \ \ \ \ \ \ \ \ \ \ 6 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A (Aw 1 F.F. 1269. \ \ \ \ t, \ \ \` \ \ d \ \ \ ` \'F.F. ,00.0 \ \ \ \ \ \\ \ \ MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. V 1 1 !� � z 4 A `'' N 1 . \ \ \ \ . \ \ \ w 1 �• -_-- I 1 \ \ I ; \\ \\ \ , \ \ \\ \ \ \\ 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL POST-STREET CONSTRUCTION \ \ \ \ \ ;, \ \ \ \ \ \ BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT - \ l ESC SEDIMENT FENCE DET. y3-2 \ \ \ \ \ \ \ \ LADEN WATER INTO THE DOWNSTREAM SYSTEM. I 11 I 1_ , 8. STABILIZED CONSTRUCTION ENTRANCES SHAT BE INSTALLED AT THE BEGINNING OF MAX. 2:1 / 1 I i \ 1 \ \ \ \F.F. 3t00.0 \ \ \ Oi^ c^ ` \ \ \ \ CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL SLOPE 1 j1 I I \ I A V A. A ` \ v. Z� \ ,�V A v A \ \ \ \ ) \ \ \ MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN __ ___ _----� � \ ; \ \\ \ \ \ I y\ 9Z \\ �\ \\\ \ � FOR THE DURATION OF THE PROJECT. - - - - 1 I � r \ ♦` \ 1 \ \\ \\ \ � v;' � 1 \ 9. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AS REWIRED. X I ♦ ♦ J r rrrr. r r- a__- - - � - -- NTH10. ALL CATCH BASINS AND AREA DRAINS SHALL 8E PROTECTED FROM SEDIMENT WIA I% I 'T \ \ \ \ F.\ � \ I ` I \ BIO-BAG BARRIER AFTER THEY ARE CONSTRUCTED. REFER TO DETAIL 3-70 ON DETAIL SHEET.Do . j A - SHAPE 0 MATCH I 1 1 \\ \\ \ \\ \ + \\ I NOTE. DELETE PHASE i O ! F.F. 264.0 PHASE 1 GRADING' \ \ \ \ \ \ I I 'STONE WALL' OR EOU 1 \; \\ \\ \\-_=N,.- 1 f RETAIL GR WALL, AND -\�\ I SHAPE GRADING TO . RETAINING WALL SYSTEM SHAPE TO MA CH ORIGINAL DESIGN HEIGHT 2'. TO 5' I I :�'=r MATCH F.F. 268.0 II I ! I PHASE 1 ,GRAD G. GROUND II F.G. 266.0 \\ -� ( a� \\ MAX. 2:1 \\ HILL VIEW EXIST. o �\ O \\ �o \ GRADING RET. WALL 264.3 TOP POND (BANK) \ I \ \ _ __ DETENTION_EL_ 263._30 __ - W y UALITY FULL EL. 262.55 1 a u 1 II pb b \ Y 9 `BOTTOM I.E. 260.0 11430 POND CROSS-SECTION A- A Bull Mtn.R0BUP9B-0O3BBI00O56/COOi= 1 NO SCALE S6ICO 901 9 SCALE: 1 "= 20' CITY OF TIGARD CASEFILE »SDR-96-0002 WASHINGTON CO. CASEFILE •96-921 REFERENCE INFORMATION AND NOTES: DESIGN P�11A, N�Elp TC.M. MCH CONSTRUCTION �y/LL VIEW TERRACES�A�'"-20' 8235 S.W. OLESON RD., SUITE CTRACH DNC. NO. 3 REVISED PER CITY OF TIGARD ENGINEERING DEPT J.O.H. 5/29/96 T.C.M. PORTLAND, OREGON 97223 PHASE II HILLFGRD REDLINES 2, REVISED PARKING GRADING AND STORM DRAIN J.O.H. 5/2/96 OREGON -- C"ECKED SHELT 1. ADDED INLET • 4+00 J.O.H. 3/15/96 }IAKRIS-McMONAGLE ASSOCIATES, INC. REV. it P A �4`kr p,, ,In\♦ JO.H ENGINEERS-SURVEYORS 4F8 0. WAW ' DATE 12555 S.W. HALL BLVD. GRADING / ESC PLAN TIGARD, OR 97223-6257 REFER TO TRACING FOR LATEST REVISIGN Exp PI'SUNE Som, 9R7 J/B/96 PHONE: (503) 639-3453 OF 7 1' e NOTICE: IF THE PRINT ORTYPE ON ANY III III I III I IIlI 111 lb I I y11 III III I IIl�IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE fill DOCUMENT '- Ilu iulluu Tadao iudmi iudull mduu uuluuMimi ul�m iuduu u6u uuluu iul6ui Tadao Tadao Taloa iuduu im6m iulluu iuduu' T I uul ul a iuilµil I FINISH GRADE ATTACH STAINLESS STEEL 'L' SHAPED- (SLOPE VARIES) HOOK TG INLET WALL. ATTACH HOT 6" DIPPED GALZANIZED 3/40DI.x4' LONG \ IRON ROD WITH HANDLE FOR USE IN \ v 2" 6" EXTRUDED . " - NOTE. SHAPE 6'-1'L CURBS -1.5 C,EANING ORIFICE ROCK-LINED OI&RFLOW 1. CONTRACTION JOINTS SHALL Sr� PLACE'+ DRIVEWAY' 80X PARKING AT 15' INTERVALS; EXTENDING AT LEAST 6 3000 P.S.I. (MIN.) P.C.C. CHANNEL TU NORTH SIDE 8.0% I - - - y r - _ T 50% THROUGH THE CURB. ------ -EPDXY BOND ' OF STRUCTURE, I.E. 163.80 MIN' V 1-- - -- - -- - - - -. _ - ` -- ` `� w 2, A CONTRACTION JOINT SHALL BE PLACED Q GRATE OVERFLOW / � POND �t0' OVERFLOW RISER 3' CLASS "C" ASPHAI TIC CONCRETE ALONG AND OVER WEEP HOLES, THROUGH - ELEV. 1 OVERFLOW / FREEBOARD ; ELEV.- FLOW 2" 3/4'(- LEVELING ROCK THE CURB AND SII)FWALK (IF PRESENT). �-- ^ _ 3' Ir'-ASS 'C" ASPHALTIC CONCRETE 1 4" 1-1/2 BASE BASE ROCK � DETENTION ORIFICE 2' 3/4"(- LEVELING ROCK I 3 ISOLA11ON (EXPANSION) JOINTS SHALL. PAVEMENT SECTION (SEE YPICAL SECTION) DETENTION FULL W.S. - I I�� (SEE DETAIL) OFFSET I 3' CLASS "C ASPHALT 6" 1-1/2"() BASE ROCK I BE PLACED WHEN SPECIFIED ELEV.- 183.30 - -`- - - \ FROM RISER TO PREVENT 2: 3/4"(-) LEVELING ROCK WATER t)UAL.ITY FULL W.S. BLOCKA,E 6 1-1/2"(-) BASE ROCK TYPICAL DRIVEWAY SECTION BY THE ENGINEER. a -STUB OUT 5' OF 1 " ELEV.- 162.55' �j�• C(1NNECT RISER TO WALL / TURF EXTENSION INSTALLPLUG, SR/444, OR EOCA WEST PLUG FOR NO SCALE EXTRUDED CONCRETE CURB DETAIL. '° WITH STAINLESS STEEL STRAP ' \ ADJACENT WATER _ POSSIBLE FUTURE NO SCALE � ` •� \ OUAUTY FACILITY STREET EXTENSION _ _ I.E. 159.8a _i LE 159.75 2+51.94 CONS F. I ,1 sT1rI. MH. SEWER AccEss 4 • TIL 1400 t'� � _.....,�.______I__� t „fit' USA 0010 DRIVEWAY 1 1�� `� -- __ _ _ __ l -_ a- -,.''1 I - T _ RIM 2'73.03 1 `0ZS 1 1 OAC _ - - --- -- - A.C.5.68, 21 3 R `\ r- 1+76 73, 20.1'R POND 8180.01 1 A3 2 6 YR I 1S- S-0.010) I I 3+21.36, 25.1'R ♦ A.C.A.+. 302.66 h 1 A.C. 306 40 PROVIDE HINGED 0.0100 IN e _ ± \ OF to OUT 28"x26" CAST-IRON I.E. 159.84 I A.C. 286 21 3+18.02, 12'R 2+22.30, 12' at 1+84.30 �', GRATE WITH BICYCLE 1 10"x10' CROSS I A.C. 288.86 3+03.85, 12'R 15.95'R 1+73.95, 15.8'R TRAP UD OR BARS F. F. 275.0 A.C. 289 08 A C. 300.92 A.C. 305.53 �� A.C. 306.38 4" MIN. CLEAN-OUT •' -DRILL 3/4' ORI-ICE IN 10' CAP 3+29.37, 29.8'R 18' SUMP n.�. w t. ,.r�.� �, STREET STREET a I A.C. 284.17 �---- - "v 1+63,98, 24.2'8 1 U I F l-i A.C. 307.78 •� mm Ilow, +I iv 1+93.97 8'L o ♦ 1+63.98, 24.2'R CAST-IRON CL I --__1-__3+41.55 1 1,.32'8 ,ri ui \ ♦ A.C. 307.88 4 BE NfO Q I -1+47,0 STM. e? 3+04.0 STM. 1+75.93 INT I 8' CLEANOUT off' _- __ 1 _. _ 5 00.08909" E - - 6' CLEANOUT JA.C. 305.44 f+56.39, 1218 XO p p O u7 G o C) 1 Q rn I F.F. 275.0 3+48,67, 30.8'8 3+03.85 P.c I 14 5� N 1+88.87 P.T. �/ A.C. 307.68 MIN. I L-------- - --" - I I TRAPPED INLEy� A.0 288 a8 S7 6 _ A.C. 304.30 Ri���,. 6� WATER QUALITY /DETENTION CONTROL OUTLET > U I A.C. 280.47 ti� • 3+14.66. 121 „ H O.P.E.g f (N--�2) 00' ♦� LCAST-IRON ` 1 - I -- - ( �;�00 A.C. 28703 oI ou�T (STRUCTURE PER U.S.A. DETAIL #420) CV I S 1+42.1 4 �j ) 1+62.15, 121 1+4766 P.C. ^ NO SCALE - I 15 C n _`, STM JQ' 1+88.87, 1211..- <� A.C. 306.51 A.C. .307.13 _/r E)��1Sr V I A.C. 303.-70 y 24"x24" IO GA. `ip CAST-IRON ' F.F. 273.0 .D.P E. \�� , •o v'. OR I' PLATE r �S I COATED INSIDE �', '0 45 BEND _ t ( ) c ♦ 4 � 3+°6.42, 28'8 3+44.62, 121E e ♦ ASPHALT DETENTION 25-YEAR 1 A.C. 283.15 �-3+06.39, 26'L 2+33.11, 26'L-/ ,•�j FQ ' (FULL W.S.) ELEV. 163.30 A.0 278 91 A.C. 288.37 A.C. 299.02 j 1+65.91, 28'L TOTAL AREA = 56.3 SQ.IN. TRAPPED INLET ELEV 163.10 W 3+62.11 P.T. 3+55.83, 28'L C A.C. 304.50 1+02.93, 2518 A.D.S. N-12 �-- -- -- - -- DETENTION 5-TEAR W.S. • A.C. 280.10 F.F . 2 9 8.0 s CA.gT-IRON TO .. 'Cc: f .F• 273. 0 80X AC. 283.19 ♦ A.C. 310.00 TRAPPED INLET DETAIL A.D.S. N-12 PIPE � TOTAL AREA - 44.3 SQ.IN. 1 v I 3+77.98, 2818 I ----_ I ♦ NO SCALE COUPLING + � I.E. PER v. � A.C. 275.93 '' �'L PLAN o 1+50 CONST.-� I 'O STM. MH. I -` - \ � / � USA X010 1 3 ISLAND t 28' 0 55FT RIM 266.31 / / � � - �-�•- ',,\ ZB , , F.F. 6 .0 N��• N F.F. 298.0 ♦ TIL 1470 2 9 / r 1 f 20' PUBLIC SANITARY +N 1 , SEWER & PRIVATE �� u W / 2s > >oac + 0+90.78, 28'1_ WATER QUALITY FULL W.S. I STORM DRAINAGE "' ` ( ►� %') A.C. 305.80 8" ELEV. 162.55 I EASEMENT !41 � F.F. 300. 0 s J jS' �p�"' °b ♦ 0+54.93, 2s k DETENTION ORIFICE DETAIL A.C. 310.48 SCALE. 1"-4 1 I _ 28' = y 28' 1 1 F.F. 2 6 9.0 C� 0+133.-gip, 281E 20 0 - -----� \ A.`'. 305.87 ♦ , F.F. 300. 0, A.E '310. 26 F B.OR ��,� ♦�A.C. 3t 0.64 i`;j, � � I f \`'� � �� � PRIVATE STREET AND STORM SEWER CONSTRUCTION NOTES: 1 �T- ~ - 0+00 OUTFALL ,, / 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE UNIFORM BUILDING I <'1 I q 0 O �_r -4+39.9+5 1018 1+00 CLEAN-OUT �� 26 AND PLUMBLING CODE. THE CITY BUILDING INSPECTOR MUST BE NOTIFIED I \_\I I.E. 263.00 =0+40.0 STM. 1+85 PLUG END FOR \pI I I 18' CLEANOUT „ BLDG. CONNECTION \�\ p'b - 24 HOURS IN ADVANCE OF COMMENCING WORK (PH: 639-4171) II 7 - - h - - -- - - - --I I I I PRIVATE 1856 PVC II I {PTD o+ou OUTFALL-!,, I F.F. 300.0 / 2. THE CONTRACTOR MUST NOTIFY ALL UNDERGROUND UTILITY COMPANIES OUTLET STRUCTURE I I j I ��- � I I I { 4+42.98, 27'R ROOF & FOOTING DRAIN UNE ti0 FOR THEIR RESPECTIVE FIELD LOCATIONS. THE EXCAVATOR MUST AKEp. DRAIN U I I 16 OF $" pyc I I I LO-PT. & INLET ♦ COMPLY WITH O.R.S. 757.541-757.571 USA #420 II > -- _ _ _ _ -- -- J I A C 271.7 TEE 4+62.98, 28'L GRATE 26:, 30 WITH 3' OF 6" A.C. 275.05 5 3. ALL STORM PIPE SHALL BE AS SPECIFIED, OR EQUAL AS APPROVED BY THE " - •�•.�. .� ,��.. ., �, ,� „� e m as �� an '�` � � CITY BULDIDNG INSPECTOR, THE UNIFORM PLUMBING CODE AND THE ENGINEER, F -'"- - UNLESS OTHERWISE NOTED. T- > .o1 1218 \ F.F. 300.0 9' OF 10"-PVC4. STORM SEWER CATCH BASINS AND AREA DRAINS SHALL BE CONSTRUCTED PER 4 .62.98, 28'R 4+63.57 --0+05, 12'L -0+09.07, 2618 THE UNIFORM PLUMBING CODE. U I A.C. 272.61 MATCH EXIST. A.C. 310.25 � � I A � 2�2 2 MAT+!' 'XIST. MATCH EXIST. e I I I A.0 2ii.80 A.C. 273.3 ZO+00 ---•---0+13.07, 1218 NII I CE iiI0+00, 2EXIST. 308915 MATCH EXIST. WATER (DUALITY FACILITY NOTES: I MATCH EXIST. \ A.C. 309.9 :n I A.C. 308,1 1. THE WATER QUALITY POND SHALL BE GRASS LINED BY BROADCAST SPREADING THE FOLLOWING -0+02t LT. SEED MIXTI,RE OVER 4-INCHES OF PREPARED TOPSOIL: I I ` EXIST. INLET 1.25 LB WINTER RYEGRASS I I 1.25 LB. PERENNIAL RYEGRASS I I 1.25 LB. TALL FESCUE 1.25 LB. RED FESCUE I I I P 70.0 LB. 1W0 D CEL20/10 LO OSE FI ER (50 FERTILIZER LB. IF HYDRO-SEEDING) I I I z I I v 2. THE CONTRACTOR SHALL BE RESPONS18LE FOR SUPPLYING AND MAINTAINING THE NECESSARY I I I r1 A IRRIGATION TO ENSURE PROPER ESTABLISHMENT OF THE GRASS SEEDLINGS. L+OC CONNEi;C 11 I Bull Mtn Rd. 11430 TO EXISTING ( I I 3. THE OWNER WILL MAINTAIN THE FACILITY AFTER THE ONSITE CONSTRUCTION IS COMPLETE BUP96-00388/00056/0005-- AREA DRAIN I I I A D THE VEC7TAT10N IS ESTABLISHED. 10 of 19 5+661 RT. EXIST. INLET L tJ U II I I I I I WATER QUALITY FACILITY MAINTENANCE NOTE: 1*1 THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY l I I I DEFECTIVE WORK, AND SHALL PERFORM ALL MAINTENANCE TO ASSURE PROPER b I ' FUNCTIONING OF THE FACILITY. a 0 I THE DEVELOPER SHALL PROVIDE THE CITY?S DIRECTOR OF MAINTENANCE SERVICES WITH A SCHEDULE OF THEIR CONTRACTOR?S WORK, SO THAT CITY CREWS CAN MONITOR THE MAINTAINANCE OPERATIONS AND THE REMOVAL OF SILT AND DEBRIS. ON OCTOBER IST OF EACH YEAR, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION OF THE FACILITY TO THE CITY AND OLL PERFORM ANY REPAIRS OR IMPROVEMENTS IDENTIFIED IN THE EVALUATION, ` SCALE: 1 20, CITY OF TIGARD CASEFILE *SDR-96-0002 WASHINGTON CO. CASEFILE 896-921 ._....� (��T SrT �r r T REFERENCE INFORMATION AND NOTES. _p PAc>FI,IF;rc*N M MCH C\/lrl.Jl tJ `+rl ION � r ; ;ALE ' i -h) 8235 S.W. OLESON RD. StTITE Cl HALL VIEW TERRACE tnwG. NO 15,998 1'f. �'. BRACEDPHA 3. REVISED PER CITY REDLINES J.O.H 5/29/9T.C.M. PORTLAND. OREGON 97223 SE ff HILLF�GRD 2. REVISED PARKING GRADING AND STORM DRAIN J.O.H. 5/2/96 (h�1-GGN CHFCKED �,.- `_'•HEET ! 1. ADDED INLET O 4+00 J.O.H 3/15/9s HARRIS-McMONAGLE ASSOCIATES, INC. ,, ,�� � `' r+ I STREET AND STC)RAA REV. _ � TI SOH. IPPR CA'F ✓fir Q\°� ENGINEERS ;URVF.•YORS , `S o " P-ATF 12555 S W. HALL BLVD. 2 REFER TO TRACING FOR LATEST REVISIOrj _ 1� 101IRFS .JUNE 30th 199 z TIGARD, OR 97223-6287 DRAINAGE FLAN �N;'9c PHONE (503) 639--345.3 of NOTICE' IF THE PRINT OR TYPE ON ANY ► I I 1 1 1 III III III III IIII I I III I L I I I I I I III III III III III III V I I II I III I I I I I III III III III III 11 1 III 11 ! I L I I III III III I I IIIII I 111 1'11 I I Jill I I I I 111111 III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I ! I I II I I 1 4J I I ! rj I I b 7 I I I I I I I L__ 1 _ L _1 _l 1 _1 1 _ _ 8 9 I IIIII1� 11 ( 1? ITIS DUE TO THE (QUALITY OF THE No 36 ORIGINAL DOCUMENT s 81Z I ILII Ill � lI ! sl12"llllI�l zITIII l�I IIIfL IIII IIIIfIIII 1111111II III►�II►I IIII�I i II IIVIIIII I►II�iI II1I,I 111I 111 I Illi1l ll.l►11►.111►II IIIIf Ill► I �I►I 6 I 8I l9 llHilll.11i! IIIIIIIllb l4 I� fi [ 1iY13N� I l Illl IIIII�IiIIIIIIII,I�Lll1L1111.1111111I11i III llll 1111�1ll11111 ll�ll I I I�NI II ,r, I a�a �Rh 1Y gypp{1 a "yygyyTA 9 �iw;'i# :.n;a'n�rw' tM• ,.s:; 1s '( ,,rrlr �ti�'-i• +R4AM�+�1�3�+Wfu'iMbi<';rr�.:,, .SN,Iyf FI+� Fy '„,(' t"Y' f,'i.rAlLyZ'r rt,;.:' e •, . 45' SOUTH NORTH 24'- 21' TO 22' r13't 5' '� S/W VARIES VARIES "" F. SAW CUT _ CURB :STO. CURB do GUTTER 4" CLASS -C ASPHALTIC CONCRETE - '' 2- 3/4.O LEVELING ROCK _ 13" 1-1/2 (-) BASE ROCK _ TYPICAL HALF-STREET SECTION EXIST. ST. LIGHT - QP�� _ _ BULL MOUNTAIN RD. CONSTRUCTION NOTES: PGE POLE #2203 1 _ _ - CONFORM TAPPLICABLE BULL MOUNTAIN RD. �__ 1 r 1 I _ _ _ �• J ! __ 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CON 0 M 0 NO SCALE MQ l.! _ _ SECTIONS OF THE CITY OF TIGARD AND WASHINGTON COUNTY STANDARD CONSTRUCTION r-) BULL _ � � - SPECIFICATION AND DRAWINGS. _ 2. UNDERGROUND UTILITY COMPANIES SHALL 8E NOTIFIED FOR THEIR 6+58.5 REMOVE EXIST. rr 1- J _ - r J RESPECTIVE FIELD LOCATIONS. THE CONTRACTOR MUST COMPLY WITH O.R.S. TEMP. CATCH BASIN - _ _ - ' 757.541 - .571. 6+60.30 GRADE BREAK -- _ -- ` MATCH EXIST. CURB 3 THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL/SIGNING PLAN APPROVAL FROM T C. 331.20 REMOVE EXIST. REMOVE EXISTING 8" C.P. - �� THE CITY AND WASHINGTON COUNTY PRIOR TO COMMENCING CONSTRUCTION IN BULL 12" C.P. gg EXlsj _ t .r' MOUNTAIN RD. THE CITY SHALL BE NOTIFIED 24 HOURS BEFORE COMMENCING CONSTRUCTION. - _C.P.- �..6+a3•_ �-' - CAjCH 4. THE CONTRACTOR SHALL PROVIDE EROSION/SEDIMENTATION CONTROL MEASURES -- 7+96.13 CONST. C -�, ` s _ - .•rte AS REQUIRED. 0 S C.B. INE _ •. ` ,,••�• i T•C. 343.56 -- - " 2�j WATER` ` � STUB OUT PIPE REVISED PATHWAY TO COLLECT - " _ -n - ....,- -'v I T --r SLOPE.5' DITCH DRAINAGE -__ � 12_ ESC INLE i PROTECTION �-� , -4 � ��p►�VE,MENT _15Q.11 f_�---�---'"._ I D E T. #3-7D _r, �'� +`-�314 0 + 321.0 _ RESHAPE END O t� EX ST EDGE _ _ - r�____ �� .�• ,�•�� 326.0 \ \ /322.0 OF DITCH TO `� NEW PIPE- _ `� SIO- �? n, ESC SEDIMENTZ '�-' �� \ / `��� ' 1-,319.0 v v'• FENCE DET. #3-2 �f�'325.0 + �,.. . 1 Z --.. // / / I 323.0 320.0 �, + 317. t 7+99.13 END ..� , I , 318.5'0 15.00 12 CURB & S/W , �__ A.0C. + T.C. 343.83 ; ' + I ' 326.5 327.0 t BEGIN A.C. A.C. 5 •-rr WALK / i 329. 329.7 mAX. CUT ��� '♦ ,� I // /� t ,' Ili EXIST. I J, SLOE 2. 1 A., �p � C. + BLDG. 326.3 o POOL A.C. i I I II I / 32 ,,8' 8 _ 1 1 I I I PA �w z 1 I I I PATIO 336.3 I r Jh /� �� A.C. / w' ^ / 1 j < 1 526.0 - 1 I. 33' i I i COMMUNITY r ��- 11 �i ©l Ion I I I CENTER �� WALK `•. /// �',� 26.9 ' F.F. 336.8 334.2 +�� I . �. x w 1 , 1. I 325.6 0 / `I�oo INSTALL 1" WATER / •o 0 1 j � o0 SERVICE / ` on M I../. i� r PATHWAY L=142.5' IQ .. o S SLOPE=4.98% 13 ��8" �` ►��Tq�py \\ / �'p �/' OWNER MUST INSTALL APPROVED I� �- .;C BACKFLOW VALVE BEHIND WATER .ORM METER. SEE WATERWORKS NOTE) I n L4_ qT, \ / SHEET 5 OF 7 ; is 11 N W E , ---- Bull Mtn. Rd. 11430 S BUP96-00388/00056/00057 11 of 19 scAI _F . = zo ' CITY OF TIGARD CASEFILE «SDR-96-0002 WASHINGTON CO. CASEFILE *96-9"'1 REFERENCE INFORMATION AND NOTES DESIGN MCH CONSTRUCTION 5� ,�, T.C.M. HILL VIEW TERRACE f9 oT 8235 S.W. ULISON RD. , SUITE C ,,Wi N, 111i PE _ TRACED T.C.M. PORTLAND, OREGON 97223 PHASE ff 2. REVISED PER CITY OF TIGARD ENGINEERING REVIEW J O H. 5/29/96 -)Rf !ION CHECKED '>HEFT 1. RAISED REC. BLDG, REVISED WALKWAY AND PARKING J.O.H. 14/26/96 HARRIS-McMONAGLE ASSOCIATES, INC. GRADES 21 , 1 `10H BULL M 3 OUNTAIN ROAD AND �o, ENGINEERS-SURVEYORS AQ` -' 125`5 S.W. HALL BLVD. REV. DESCRIPTION B. APPR. d Q. N1+ n f; B 6 TIGARD, OR 97223-6287 �� REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th. 1997 / /9 PHONE: (503) 639-345,3 RECREATION CENTER FLAN - _ - d I r NOTICE: IF THE PRINT OR TYPE ON ANY �► I �I I III II1I II IIIII -I I�I I 1I- I III I( I I-I�I 1I I I I II I I--I I'-I 4 I II I I I I Il l I�i l -1 l-l fl l_l l 1II 1III III III I I I I II II 1II II I1 -1�1 1 I1�1�11 I-III_ill 6111 II[I I11T1111 111 IIII 11 1 1 1 1� 6141 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 71 8� 1 11 11 � ITIS DUE TO THE (QUALITY OF THE - _ No 76 p':�•' I ORIGINAL DOCUMENT S 6Z 8v G�Z 9Z 5'Z � Z IIIIIIII�II IIIIIIII II IIIIIII II I I II II(III I I III II I I► 1111, til Zlhl111ll �1111 �111�11II �I11111111►11�►I1II+ITIIII EIiIIlZlllilll ►IIiIiIIII ►►�IiIIII�I I I 8III I II I 11911 11 Il.llIl G l llll8llll 111 11I 911 11� i � 1 � I 111J�.I lll� 111111►�,I,il��ll .1 GROUND FINISHED 6" SURFACE GRADE MIN. ��� -- _ .555 355 b,MiN. `moi ' / ll' ll� � ll' ti R� ; t 6 IAj 350 \ `,, u$� 0 350 280 W 280 a.PIPE +�s`� \y� a o o PIPE RIP-RAP /� l�% \� N ` + a cn DISCH ARGE _ _ _ �C' \ \ v) U `�"� � 4 J PAD . - - -- - - ti ` vi '��pp"� 'n �pNri &:)c } + 7 N 7N -�- 4 BARS 345 \ EXISTING 345 2 5 + _ 275 RE 18" MIN I 9" ON CENTER ` / r � ' •` DITCH HAPE �� CROPAVEMENT \ FINISHES I.E. TO EACH WAY � � //� "-04 BARS SAW CUT do SEAL GRADE r BOTTOM i 9' ON CENTER r n I EACH WAY 15.00 12 �9�, PAVEMENT PRIOEYJSTING EDGE R 8 H.D.P.E. (N 12) : 0 TO PAYING 051 340 S 0.200 \ DESIGNS 340 PLUG ENO FOR \ N r 270 EXISTING 0 270 TOP OF wz FUTURE EXTENSION GROUND w= F FRONT VIEW SIDE VIEW CURB 40 4 coq =� �' 00 z 10.00 8 SS \ \ LLJ p NOTES: 10 :S °sp • �Z Oi W m S = 0.1200 I e'�C` -7 $w NN CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. EXPOSED STORM PIPE 335 I �Q �' � o''' 'm ►_ 335 265 `��`% +p 6 265 c, p 4 CONCRETE MAY BE PORED AGAINST UNDISTURBED EARTH, EXCEPT FOR THE A � 4� `�� TOP TWELEVE INCHES WHICH MUST BE FORMED. END WALL DETAIL J� �� \ \ +< v N 0+62 STM. ►.- CWF. X-ING 5 KEEP END OF PIPE FREE OF CONCRETE. SCALE: 1"-l' s\\ �� \ + o W z 330 09 , 330 260 M 9 s SS6,° 4 260 100 V.C. �ti r W W asoo P.V.I. 1+75 EL. 307.20 \��J I �9po 1 E —1.69 �-3 CUTIN ABOvE BASE, 1 INSERT PIPE & SEAL S a" T.C. P.O.V.C. 305.51 ,� REMOVE TEMP. 325 2SS WATH NON--SHRINKING 255 w `^ �s 325 w a �- C.B. AND EXIST. ►- �n'�a. N c 12" C.P. \ GROUT. SHAPE NEW Z 315 w o U o 31 5 \ CHANNEL TO DIRECT i Z z ab j� > 0 cMv F-f \ FLOW INTO EXISTING + w n N '`s�\ \ \ PIPE. RELOCATE STEPS W_ t8 r C, O W O j Na/�- -� �p O 11 O W ^`� I\ \ \ AS NECC£SSARY W o 320 W �1r\ 320 250 250 310 (A 07 Ln \ BULL MOUNTAIN Rr*' + PUBLIC SANITARY ►- WASHINGTON COUNTY R.O. W. 1_ 305 9+00 8+00 7+00 6 + OG 1 +00 0+00 \ o � R0cK B�CKF<<r. 04 EXISTING \ GROUND 30c� s { 310 o W FINISHED Li \ /C CL GRADE Ln0 2�s`' 27' gM I \ N 295 0 H.D.P.E. + \ CN (N-12) S=0.055 100' V.C. N .O N _✓i ►1 Of h oda P.'d.l. 4+00 EL. 274.51 275 N 275 L 1.48 290 + am \ vq (3 T.C. P.O.V.C. 275.99 c4 `^W `\ N �\ y \") °0 EXISTING o O Opp a 270 \ GROUND Q. 2 ,�; \, �J X �o z� 2.70 285 ti x I+ v► z STUB OUT 5' OF 12"--- �yF \I 2 N w CV WEST AT S-0.0600 4C��(c, �\ 4` l + w o u PLUG END FOR c4 S FINISHED 6 z r /O S ' \ I- cc o \ a �' :1c g Q N FUTUR265 NSION / q J GRADE NATIVE " g w 265 N Sl o cs / (CLASS A ) + II 2 > � �Z 280 `_' S�p(i ,� BACKFILL o a \• tl Z •�a 0 C� \ MINIMUM �� a 0 w co 0 6yp CovER 0 �- _- - � + NU^- 1+92 SAN. 150' — SWR X-ING roc L + + w v`�i ►- 260 12" �,_ ' 260 75 8 N ` �� '� � z 275 SZ70.01500 PVC N O/• CS-. D — �� 1 LJ ;Alv SWR X-JN6 N N in w c ti0 I _ N 8 255 FINISHED 2 5S G ,�) •p� .,o I cR�,Q� 270 ��•� �X (Y N N �i (Y m IU I ( Li w u S OU Thi PRI VA TE S TORM L INE 8 250 250 40 6`l `"' Off, POND 3'x5' GROUTED 265 2+00 2+00 1 +00 0+00 DRI Vw E WA Y A /1 iD PRI VA T E W S,O �., CLASS {R100 RIP-RAP � DISCHARGE PAD STORM DR A INA GE '0�ti\ SCALE: 1 "=50' HOR7. MO ,[DJ 260 Bull Mtn. Rd. 11430 1 =5' VERT. 0+00 00 2+00 + 00 4+00 5+00 BUP96-00388/00056/00051 12 of 19 CITY OF TIGARD CASEFILE •SDR-96-0002 WASHINGTON CO. CASEFILE *96-921 REFERENCE INFORMATION AND NOTES: A�0 PR DESIGN MCH CONSTRU CTIU.N SCr,;E I NF Fss,. T.C.M. HILL VIEW TERRACE VER? f"'5 `� Uy 9235 S.W. OLESON RD., SUITE (: w 15,9K8 PE �' TRACED DWG. NO. 3. REVISED PER CITY OF TICARD ENGINEERING REVIEW J.O.H, 5/29/96 �~ T�.M. PORTLAND, OREGON 9723 PHA Q� ff HILLFG�D 2. REVISED PARKING LOT CROSS SLOPE AND STM DRAIN, J.O.H. 5/3/96 7ECKEF) SHEET j ADDED INLET 0 4+00 J.O.H. 3/15/96 HARRIS—McMONAGLE ASSOCIATES, INC. k; kr r, _ ENGINEERS-SURVEYORS ' r DE.;CZRiPTI N :�U6. AFI DAtE yf8 0 109, PATE 12555 S W. HALL BLVD. STREET AND STORM PROFILE TI OR 97223-8287 PUBLIC SANITARY SEWER PROFILE OF 7 x REFER TO TRACING FOR LATEST REVISIONxpIRES JUNE 3Utn, 1497 i ;4;!46 PHONEONE:: (503) 839-3453 , �""""""""".:, .:,x... ,r.,,,.. ;: ..ter;. �l►AIAt�14�11111M�et>:; NOTICE. IF THE PRINTOR TYPE ON ANY rlr Ilr III ISI III III ISI I I ISI III III I r ISI ISI ,Ir III III III III IIII III III III III III ISI III ! ! ISI III III II1 IIl III 111 ! I I III II! IJIIII ! II ! III IMAGE IS NOT AS CLEAR AS THIS NOTICE ----I- I-�—I--I _I - I I _ I. I -- I � - --I I -I I 0 ! 11I i 12 11 IS DUE TO THE OUALITY OF THE IIIIIIIIIIII�JII�IIIIIIIIIIIIIIIIIIIIOI�IIZ� I8IIIi8I: L1II9�T IIIIIIT ,. r . TI Nu 36 L y1E® � •�Z...I T1I4ue ORIGINAL DOCUMENT 11 11111 IIII1111 lli _IIit9Z Z IIZZ IjIISIIIIIIII IZIIIIIIIIIIIIIIIII ° 1 1111111 PRIVATE SANITARY SEWER CONSTRUCTION NOTES: PUBLIC SANITARY SEWER CONSTRUCTION NOTES: WATERWORKS CONSTRUCTION NOTES (COMMERCIAL): 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD (639-4171) AND THE ENGINEER 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH 1 AN ESTIMATED 125 Of THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO 48 HOURS BEFORE COMMENCING CONSTRUCTION. THE UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY (AGENCY) AND CITY OF TIGARD STANDARDS AND SPECIF'CATIONS. BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD PUBLIC WORKS (TPW) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. A CONNECTION PERMIT MUST BE OBTAINED PRIOR TO CONNECTING THE BUILDINGS TO 2. MAIN LINE PIPE SHALL BE 8' PVC AND SERVICE LATERALS SHALL BE 4' PVC THE SEWER SYSTEM. CONFORMING TO ASTM D-3034. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM TEE MAIN. THE THE CONSTRUCTION SITE AT ALL TIMES. 3. ONSITE SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS END OF EACH LATERAL SHALL BE MARKED NTH A 2x4 PAINTED W'',E, EXTENDED OF THE UNIFORM BUILDING AND PLUMBING CODES. FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, 3. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO NTH THE DEPTH FROM THE TOP OF THE 2x4 TO THE INVERT ELEVATION WRITTEN SET UP A PRE-CONSTRUCTION MEETING. TELEPHONE 639-4171, 4. THE LATERAL CONNECTION TO THE EXISTING MANHOLE SHALL BE MADE TO THE THEREON. STANDARDS AND SFi.CIFICATIONS OF THE CITY OF TIGAPD AND THE U.S.A. 4. ALL WORK SHALL BE DONE IN ACCORDANCE NTH A.W.W A STANDARDS. 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 214 WITH 1+25.56 E.O.L. A MAXIMUM GRADE OF 1005 (45°). 5. ALL WORK WILL BE INSPECTED AND APPROVED aY TPW, WATER DIVISION, PLUG END FOR 5. ALL MAIN LINE SEWER SHALL BE BALLED. FLUSHED, MANDRELED AND AIR TESTED FUTURE EXTENSION AFTER THE BACKFILL IS PLACED. A V.H.S. TV VIDEO TAPE AND REPORT AND 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MA , END NTH 2"x4" 15' PUBLIC SANITARY SEWER AIR TEST RESULTS SHOLi BE PROVIDED TO THE CITY. MANHOLES SHALL BE MANUFACTURE AND MADE IN THE USA. PIPE WILL BE TYTON JOINT, DUCTILE IRON, PER PUBLIC NOTE M3 ACCESS EASEMENT POSS18LE FUTURE HYDRO-STATIC OR VACUUM TESTED. CLASS 52. . . . . . NOTE: BLANKET ACCESS EASEMENT TIL 1400 STREET EXTENSION 6. THE CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTIUTY COMPANIES FOR 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL WATER MAINS IN STREET AND• RIGHTS-OF- 10.00' SEWER ACCESS ?S 1 10AC\ TO BE PROVIDED OVER APARTMENT \ THEIR RESPECTIVE FIELD LOCATIONS. THE EXCAVATOR MUST COMPLY WITH WAY. c ;� \ ♦ DRIVEWAYS ` O.R.S. 757.541-.571. 1 I 8" FVC DRIVEWAY ♦ 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE 8" 1 - \ ` GATE VALVE, M.J. \ i 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE VALVE OPERATING NUT EXTENSIONS WILL BE REWIRED. F- ------ - - - - --- - - --- --- & 2' BLOW-OFF I AS-BUILT SERVICE LATERAL LOCATIONS. 1 \ ♦ \ \ +15.56 CONST. \ 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 S0. FT. OF BEARING SURFACE ARE MH. U.S.A. /11010 1 \ \5 ♦ ASSEMBLY ; � \ 8. THE ENGINEER SHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THE CITY. REOUIREU AT EACH TEE, CROSS, AND BEND LOCATION. I � _ 9. THE CONTRACTOR SHALL NOTIFY CITY INSPECTOR LETHA THOMAS (PH: 639-4171) ! I I \ I SEWER.HOURS PRIOR TO STARTING WORK ON THE PUBLIC PORION OF THE SANITARY 10. WATER"SERVICE LIOC NTED TON UAND REMANE, SHALL E THERE UNTIL THEIN OWATER METER S NT OF EVERY INCH I \ �,\ 10' 8" D.I. INSTALLED. C.L. #52 - - - - - - - - - I 11. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6" FOC. TEE, 6' FIG. x MJ GATE VALVE. 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE �6] l 8" M.J. J HYDRANT, A-442, 6' MJ, 5-1/4' MVO, 3-PORT (2-2-1/2" NST HOSE CONNECTION, 45' BEND 1-4-1/2' NST PUMPER), 1-1/2' PENTAGON OPERATING NUT, OPEN LEFT, COLOR: YELLOW. > I G'/ % APPROVED EQUAL o. I 2" WATER ME R B" W.J.- // FIRE HYDRANT 2" WATER METE MUELLER CENTURION A-423 NTH 2" BACKFLOW 45' BEND( / SY ASSEMBII< �NTH 2' BACK FLO�y \ ` WATEROUS PACER 6790 I DEVICE 21' 12" , DEVICE \ CLOW MEDALLION "M.J.x 12. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK NTH Lo 'i I I 1 a' ` , 1-1/2 CUBIC YARDS OF CRUSHED 1-1/2"-3/4" DRAIN ROCK. TAR PAPER WILL BE LAID IP I � i 106' 2" ` ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. m I 7.5' a 1 7 5' 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF 1 I 20' PUBLIC SANITARY1 II•^ \ , TIL A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6' THICK FOR 1 2p' i SEWER & STORM y ZI I \ / X400 A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE DRAINAGE EASEMENT w 2S 1 10AC NECCESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 0+24 6" LATERAL 1 WI `18? OF SEPARATION BELOW THE WATER LINE. L-12', S=0.02 I ¢I Lo 04 1 , IC ALL MAINS NTH A STATIC PRESSURE UP TO 100 PSI SHALL BE TESIL0 AT 150 PSI FOR ! w� ik \ , ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 PSI, WATER MAINS WTH A STATIC PRESSURE GREATER THAT 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE 0+00 CONNECT - 1 �j I -1 i `,\ ` FOR ONE (i) HOUR WTH A MAXIMUM LOSS OF 5 PSI. TO EXIST. MH.- - 1 �.II U I \ 15. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS __ _ __ _ _ _ _ _ , 1 al 1 \ 1 31 I = 1 1+22 E.O.L. TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WTH POTABLE WATER PRIOR TO _ EXIST. B" \ % DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. '` U1 I.E. 287.40 �\ O SAN. SEWER M DISINFECTION SHALL BE IN ACCORDANCE WITH A.W.W.A. STANDARD C651-92, THE STATE \� I II HEALTH DIVISION, AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF al DO DSINFECTION SHALL BE USED. THE DISINFECTION MIXTURE SHALL BE A CHLORINE- EASEMENT HLORINE- SAN. k �0? \ WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 PPM. THE EASEMENNTT \ \ ' v11 1 t7 C. 5 \ \, DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CLACIUM SODIUM 0+50 CONST. PJ HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE 6" CLEAN-OUT 0 \ ` WALE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT I.E. 273.00 -I'L THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED WATER .N SHALL BE RETAINED IN THE PIPEUNE LONG ENOUGH TO DESTROY ALL NONSPORE- - 1r-- _ _ _ _- - -' I I 0 (lP\" \ % FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A CHLORINE LEVEL OF AT LEAST 10 PPM. AFTER )\\ INE UNTIL THE WAR THRGHT `�_.�_T-fi•3 T 1 I I 0\00 Q�NP,��\. \ , THE PIPELICHLORINATNE IS EQUAL CHEMICALLYR RAND BAC, FLUSH THE WATER FOM THELTERIOLOGICALLY TOTE PERMANENT STM_ _ _ _ _ _ _ _ •\ ` SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW 20' 8 M.J.�� 6 ♦ DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR L�11- - - - - - - - - "- - 45' BEND�� >�0 OTHER SATISFACTORY METHOD OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL �� i AS MANDATED BY DEO. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION T x rt7 La --������- --'����--- --�- \� SLOT LINE TO SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO THE TAKILG -Ni t \ .( 0 \ \ - OF WATER SAMPLES FOR BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL / ♦ BE ADJUSTED BE TAKEN BY TPW. w ADJUST EXIST. RIM 0+00 LATERAL 1 �\�S \x 8" M.J. II FOR NEW POND BANK \ \� / - _ 16. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO CONNECT TO I \ 1 45' BEND I I 11 I EXIST. RIM 263.5 I BLACK TOPPING OF STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON EXIST. MH. I INDMDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). NEW RIM 264.51EXIST. OUT 267 07 7.5' I , LAT. IN 268.00 I -_I 1 7_5 17 STATE APPROVED BACKETER FLOW THIS DEVICE (MINIMUM OFEPROPER A DOUBLE CHECK II I I I1 w \ , VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE, PROPERTY UNE PROTECTION, IIT i I - OF THE WATER METER, THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND \ I II I 1 1 \ TESTED BY THE OWNER, NTH THE RESULTS OF SAID TESTS FORWARDED TO THE WATER J I w �\ DEPARTMENT, BEFORE WATER SERVICE CAN BEGIN. 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR ! I \\ I \ OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE 1 \ - ADDED 105 FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, I a SAMPLING, ETC., AND 25 FOR ENGINEERING REVIEW, INCLUDING AS-BUILT" DRAWINGS, I �\ x 19 UPDATING MASTER MAP, INTERSECTION MAPS, ETC. I \ 00 la I \\ IM OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED I M\ Z II I I I \\ EXISTING 8" REMOVE EXISTING 2" i GATE VALVE BLOW-OFF ASSEMBLY CONNECT TO EXISTING 8" PIPE WITH 8" M.J. l2i 45' BEND DS'00o, R0. 11439 6UP13 of 86/00056100057 SCALE: 1 "=20' I CITY OF TIGARD CASEFILE •SDR-96-0002 WASHINGTON CO GASEFILE •96-921 REFERENCE INFORMATION AND NOTES: NPEt oe51cN,�aE T.C.M. MCH CONSTRUCTIONHILL �/lEW TERRACE 1"=10' m c" 8235 S.W. OLESON RD., SUITE C DAG. NO. 15TRACED r.cPHASE ff M PORTLAND, OREGON 97223 nlurcRO 2. REVISED PER CITY OF TIGARD ENGINEERING REDLINES J.O.H. /29/96 OREGON CHECKED SHEET 1. REVISED STORM DRAIN J.O.H. 5/3/96 HARRIS-McMONAGLE ASSOCIATES, INC. SANITARY SEWER AND REV. p A �,/�'4rp1 \♦ J.O.N. ENGINEERS-SURVEYORS X96 Q WNL' GATE 12555 S.W. HALL BLVD. TIGARD, OR REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30Th. 1991 3/6/96 PHONE: (%3)97223-5287 539-3453 WATERWORKS PLAN OF 7 NOTICE: IF THE PRINT OR TYPE ON ANY III 111 III III 111 III III I I III III III I III III II"I III III IIIIIII I 1111 IIT 111 I 1111 IJ1 -111 1 III III III I III III III I III III III III III III III 111 III III - �' IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I Ill I II I II 14� � � bl �1i > ji �� • i �b� i �� �� / A e � �DO`� IT IS DUE TO THE QUALITY OF THE WX ORIGINAL DOCUMENT g Lg 1 6 6 I 6 t6 g t t Lt t t t t t t tIB I llL 0 4 g E tax (III m11uu uuluu Iu1111u u111u111ullllu uWuu luu Illulll Iud1u1 Ilullm mlluu uu6m mlluu IIuII111 lulull ullllm uullul uldllu Iullull llllul Illtlull ulllull�ul�IIII�IIIJIIII Illllu-�111111�IIIIp s 11o•tI 1 N 15 T�'►( Of MAN140.t SOW L n Is /3/4' SOUARE FOS ►I ,7Lusc� CON. s M 2.• DR t aT[►a 7 w ° Q A 1 �•� A 8 D C " '� I � V"ICAPD CAST IRON I # p=r I • C p A STAMAn rAI+IOLL CLT♦ " • OWLDIM aCWIR Plr[.t :[ As YL:.111LDFRAME *PC COVER i cm C I ►-ANT IWrICaT[' TT.L 11TTIN6 ON f/rtw{ is aro AM4.[R M..NFILL 2e6 Q / I fN i11AOC �i�\V I I( I I KILO 'Ar ON EIIfTIRS S10 RI ( MalraT P::L :C ,. :..�.. •��•---••• AMS N[Y' "0140% .ARG[• THAN I rR[v[rT ruia ",T- WIN SMR LINE ` // /1 I •.r•'. .ATERTille ►IPL PLUG I ! .0' I THAN N' =ROM'Or►PLA:[•�- `�\ I 111. ♦ .-------------- � ' I fFRtR A,tWAP■ al N LOCATE VAIMI COYEF / `�--.-,- -�' �" � I T� AAO rRA1[ OvtR LCOOf I T •'•• PROVIDE I f I i NO E. 1. I 6. SECT'ON P-9 LLAST i2' IN R,DTH I I S'ORM ! CLEANOUT INSTALLATIONS ARE �',.• •• APIM _ i Y I N WY 01 , I I J NATTIW� rINIaNDp a11AK 0/ OTR[[• I SAN:TARP LIMITE,O TO EASEMENT AREAS GcA101T .=--- } -��un.tA..I ' I CAI' iRar corro ANU 1RAtr: % a- .. I ' DR MAY BE ALLOWED ON A + �'_�• 1 fyMA:F ' -'�---• - luE f'ANOARD PLAN+ -J$--=I_- ICT SRA•[ IN HpM feA111A[INFi [ROUT I TEMPORARY BASIS 1 N •T I._ !II MAX IbWM 211 rRor RIGHT-OF-WAYS. �• I IF• u I r ld' Or i I SE:-I C.: A-A + .1► D D 1'JR -- • •T .P1 H1: -I'•w rufT STC• -+. [CC;M.IC rA1a•OLL 10► I V .,rtw SLOB DR To r0► x CAST 1/1fi .'_" M ` � f1L, ~•♦� •RSI OIrCO / .• +it , M"NCTr TArF •-'`• .•/LAST IC \ I __.-_•--.,r I • I _" ... JRt!a,A.AG L,L'T[Rf 'NT!WATT R S AMOVEC AS' 11 �.- ,fir' _'S' w _ I :.Rl Fa.'II JCe+ .2'Tf76 tTT'.,w, :fuRll `� •tAAtNJLC R1a(R Q"� r-T SARLT fit• r -- .r. I I/A• ALLEN N[AO 00.TS '- '�--_ +I 1l101aIEM.C^ ' f --- --'^�•�- �•�• I I• LONG 1[CCian / I S i y• rDR . r(1 �EARTw T• ("`�•.. ♦•ry / - i 26• 411 LESS •� - �J� I I • { 21I'N'KJ , II~ AO FOR ►1rL ��'-� CW&CTEO 2'• OR _AR6ER J r� -a/••..p I I 0• I [�✓-- �T��_ -» _ LA�„ j r►a. r COrCRLT[ PIPE I: \ CRUSHED 110Let I 3• a' __i , I (�Q , J �. �---- y,A o .I•C .:D«e Ht-!•,L • ,•�'.. r"'w A9 Y'L:I• C: .- •+---•----� r -� I I I tO` ■I I ////// ' { '! ( r v� � tC J:AkG GAA.C.. y1n4 1H Wi7C S: L I I I I �- !�- a I• • •� CONC:A1,t ENWED SIM SET « r Rt SR NC T E S: 11 .M ~ I" �'• f• I Cd•CR!'L Aro t L---- r - l oROVI I . USE SUBURBAN TYPE ONLY N NDN-TRAFFIC AREAS. `A c Ili'OE DROP "y'�m " 1 •'o•_Ylwl•aRI 2. COVER AND FRAME SHA L' BE GRAY CAST IRON ASTM A-4e CLASS 30. DETAIL I BU( L D I NC .) v��C vLRTiCA: 01 1461CL. ---""'1 -._'2' LAYER C01•ACTE.0 it I I111EUT To IrYERT NAS( 1rA1LRIALIa/4•-C 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. I 4. NOTCH LID FCR LIFTING HOOK. T Iufe Ur~ SUBURBAN AND STANDARD d STANDARD CLEAN OUT t�ifisd CLEANOUT RINGUfA - m1fiwd I oa..w",■•w •rte, � STANDARD MANHOLE " MANHOLE FRAME AND COVER t AND COVER v Ai O YV A� � �0N t55 I i DMV 1 NG N0. 0.0 P.MV I NY NEE. t 70 •011nv t NG ►Xl. t!•0 v .�.�� - 7 . I :. rC •Cw FOR C['A L.3 A%:Est" .RCA - SKI Jr6 ;NA.«ATE OLr CXCItr PIPE • "--rl'NC. 3/4' PRI 1pR YI: JOINT FILLER WT'E It TL • ' U5[C AS Slit-E4 TVIC 110 T I sCvE• `4 ) SARS AT A' 4G �'•EE'r11 �T•- �I [wGrTmICw[ER (I1{LT nl CDNC. NYC Mt NT OR Ou"T[\, ANO TO Cx'[NO H :JREI J31%7 -- 1 ��^� _•. I { C_w5'KCAIrtm SAS sS OF It PER GRAIL. --r "- \ ; --._ u: ---�• S� NOTE 5 ROW nPC p♦ R BUT rrfN D1M[`F,cal 'r' TO AC'r)rMau'L LJJIQYT ! 1 , I MIN. J• ALC m■ Ly - "___- _ I I t A A IN 20 pAr2 ��--�' 3 CCwCRETC SHIA" A'7AtN a MORMUr EXI NE%3M STWENC " Of 3000 ►S. - ; S"t07' ALAS OUT LIF lTIIQT AAIJI . q�--r• I + l.1A ;�. _,_�. ,.., SAW CUT I - - 4. If Al•+st1v E� P [IKINE4R, WALLS WAY BE Pa A1C AGAINST UNVISTURSLD EAR'H, -d f----- �- 1• ,• J"'^'r I....• ..• ��\"' OAcielri L SAL: B[ C.^.M*A,:!9D TO fSX OUI3ETY TMIbUONCIt1T " R • '-- ___Jtl'^jam \ C'QSTING SCT[ -i I I 1 i fILL[R WTC1stAt -SEL I l Cv[KS.0 CIT NSIrS 17E►4 ARE REOVIR[D 1'OR OEP'N Ca1EA'Ct THAN RC+AI_O. _ o' ` _- I �-Z• pF /t•-O• BALZROC]E I • •• _ RE9JRFA�7N / 1•' ! • FEC !lS Ai_ F' /vCY CP 'O WiTNIN I R. CF SCT TOY -�sr._ ._ -T ti.__ • COMPACTED SU"ADF -- ` .' or 3I Q• 'i .L:' • // I MCT[ I. Ce'4 W. 'C.» RI '•• • • • • • - • r •1r- • A � • •' ` • • • •• // CJRI NIET OIR.T 9t= :MG. ■U. AOC ^ �"�-r A ',... i'Zi-��' • • • • • •• // / I I M^� RCfAR 'C Be 1!1[D tf-« R[CLSSIJ , I SIDEWALK ADJACENT TO CURB •' " %� . • -W • j •• •r •• 10w FRAM .'t('-AIL ![C D'.Q Kl )9 J • • • • O/ 1 _ I I 11'.•"P'CAL CTP AS i 1 • • •• // 1tL 'ni r0. wl 8�..�.. I � r.;aC:'.r'C� [• C«:.�«E.R fT71 QUTL LL E rC_ 390 w no 11c,00 6-0 5' Mr•. - W CHESS i �_ R I 5:.711 Oi ►Av[YEN' .- x . • ._. _ . SACIvILL• �A PLAN SASE CCURSC / - :� T i T �- ;-.----� • • • r�._ �rlr ROAD • . . • / � - I / /------ •'�_-_-'-'.- �` ti � _ _ T : r•• : •• � /// 1 w ii - � .tTrl OF ►ev[rLr' I _. O I NOTES I I r •• / ,M r W 4 OCT-ty o1 _ I I oR CS R• ►Lattr[Irt Stt D.10 II + ^. JSF - 3NG K S •E•C • OC RE:OCED WITH /R R -2' OF 3/A'-0' 8A fJfOCE I Jj•' - G' o • • • �--' - i -� -_ �-'� O F R I w; Me IC • • / / P i • • +. APP"v-L AROM THE ROAC ENOINEER -- • `^- _ --- tr o f001at[ NC •cn 1 s!+'A: :15 :ail �iANIJtM 6ACJCFILL'r • • • jTL I I { • • • �/� I di �,�,..- I i ,- I � . =04C. -E TO HAVE A MpEARM•G rRENG'� Jr xcc Ps Af'IR :IT. SIDEWALK AWAY FROM CURB ( ' ' ���/ T Y ► [ . .ou PtPt _ :------- • H H I ' I NIS r1/t olAal[-[* OCTIRwNEs T ,r_ • r " . • • fav i ( rk%CARO l' 1 � ' +:' s T •W'-ELI TABLE KL 041- crANzlcr JoiN'3 I NOTES 1 I . 1 I I• .�. I � I ovtlerAt 1,-13/�±Q f'-2T' i .o X-*MAI i 1[E t)w;, No sin loc ,row A. TC 1c PRQVID[D KAN 1 S[CTION A�. II A' EACH POWr OF 'ANO[NCY CF r"t CJ" 2; AT EACH COLO JOINT 1. CON AE SHALL BE 3000 P.S.I. WrEP 23 DAn. 6 SACK MIX, S-' MP kAN 1C ( � � � t; A' [ACN SIO[ CF INLIT STRUCTURES. a it LA I S[[ I _ Or 1-t TO 3 �.., vaRIAOt[ ►d1 [RAT[ TTP[ Q OSA rG •'io I •1 a' EACH ENO CF OMvEW►YS ' I111 !1 AT tOCATICNO NE:t:SSARY TC LIMIT SPACCNG TC aS Ft E' I PANES TO BE 5 FEST LONG.- ►R Jt ; I DRAWING TTIO Ot[AT[S. K[ R MA'ER A_ IC It PRI'VCLJCa.ASPHALT -MFRI3HiT9O,VCM CITRUCING. I - rLANa 1 ORAWIRr NQ a00 I I +9 IL T T P I R • DLe /IPC M. ♦•f ANOARO'6 •OVSSMV M I M STANDARD I' I IO''{S' •ITN A •HICANESS CF 1/: 'NCH EJPAH" JOIN� TO BE PLACED AT SIDES Ck DRIVEWAY AOPROACNES, ' I I I i I � �^ UTILITY VAULTS, WHEELCHAIR RAMPS, k AT SPACING NOT TC EXCE".J' IS F(_" I I 9r9■INCETL71 a �MNtatMIS I l + ::wTRAG'tCN �OR•7S INK BAST A. 9RACtfIG TO 0[ wot r0R[ THIN IS FEC. I 4 FOR 9DEWALK ADJACENT TC THE C'UR9 AND POURED AT THE :.TAMC TIME AS T11E f --- -�••-. I! TN[ 0[PTN Cr THE JOINT SMALL OI A, LEAS' 1., NCNI: CuRf{, HE JCIN7 BETWEEN THEIR 9+ALL 8E A TROWEL![ JOINT OM A MIN. 1;1' RADI' S. HACSEFIIl 9f T ARIAS I I + I .� I FOR �EATE TYf't 9II O+YP. MQ 7 S o S IASE RCC••'-'1 :PSA'-1 , 9S% CJMPAC•CN SALE RCCII SMALL 91 S SIDfWAIx Sl1AL.L HAVE A MINIMUM 'NICKNESS OF C INCHES IF MOUNTA81•E ! IF '�W i5 AGAINST CJR9, ili 10" SUMF OaT.[R OF L11' TO h TO -•SII DRAWACQUING O 3 MATS S[L SLIOORACt CF TTR[ET STRUCTURE O.i •' IN 7C►�H , RNICHEVtR f GRE ( CUkB IS USE+J OR IF 90EWALK IS IN1zNDl� AS PORTION OF DRMVEWAY. BOO( TO pACX C>< S/W -� --- PACLITA7[ FORM RYOVAL s' W [' ORa1IINS NO ]Ao OTHERWISE SIDEWALY SHALL HAVE A MINIMUM THILXNESS OF A INCHES STILE Be ALLOR'EO :Ra1wa0C SLCCXWT• 3'DIAMETZR PLAlT{C►'PL 'F' '/1R!S VQ'• ACAtNST C'K^. � r 2 TOO OF RCr MOLE t^/� •'STANDARD"1 •Ov[Rl12t' AR[ A I 0 PLASTIC •IPI WITH COUPL'NG I D. DRAIN 9L00017U IN C1R95 9i ALL e1C FJCT HOE') TO AAC]C 01 SIDEWALK W11�1 S' JIAMt r' rTl: ROCx E1 A(J( FROM UIFTlj I I I I AT S000RAOt SECTION V N 8�8 e1,stllaSlplt m pp10wA11DNa i :N.... ', A::::: 'HRC':'• C•.'STIN4 -"•RF !Hat.It :ORE 1R+:LCD OR^.uR9 I PLA:,TlC PIPE AT 2X ;.OPE CONTRA:T1011 JOINT 10 BE Pt_ACED OVER PIP'- SAw J /LRTICALrY IN 'ICH at0[OF OR AEN ARO R[•OORI:, '0 FULL O[PTN r1 +H � 1 PIPE BEDDING AND SEC'T'ION A-A WASHINGTON COUNTY CURS AND GUTTER CONCRETE SIDEWALK I i '�� _BACKFILL DETAILS - -- •---- - ---- - -- - - - -� I, dft DE�SHINGT N LANG T �� AP"OO'4D m DRAWN 'T I unified unified EMERGENCY MOUNTABLE `Q� RiIT�`1Z AppiltowL M-AVIN BY r-" (W) �m CATCH BASINQCATCH BASIN sewerage AND I RANSFORTA.TION �L'"" j� :,c UfA � ergUfA 4 .. 2 CITY OF TiGARD .E ;AT rin 1xr Oagency,- � CITY OF' TIGARD UA7C CIV0. IN4t R 1 DP1A*% APRA N4. IRAJM CnUNTr N0. 9 w f Salt OM; fefret ��' N• • Y! 1LC'M12�/rL'[L:7M2 - ,// J` IoO -' ► s 1r•.e.: :.r_ Tti vID URAwIr . v ORwwMtO 1aTO IN ! sr of Bull Mtn. Rd. 11430 BU P96-00388/00056/00057 14 of 19 $CALF REFERENCE INFORMATION AND NOTES MGH CvN�`I,RUCTIQN v0 SCALE T. M. HILL VIE' TERRA CEI' E1235 S.W. OLESON RD. , SUITE; C owG. NO. TRACED PHASE ffr.c.M PORTLAND, OREGON 972 3HILLFCRD 'SHEET I CHECKED FIAKRIS-McMONAGLE ASSOCIATES, INC. � � /C N ENGINEERS-SURVEYORS 6 �1...._-�.. DE5,4R1PT1 - - ----.. Ir a} I-k t UATL STANDARD DETAILS AWE .555 S.W. HAI,� Bl�^' T, II:AKIN I 't- l ., ._•...__ . _-.. ._..._.._.. ...�.-._. -... _..._. �.__.... ..-. ___ ..__..._ _- _.» _ ._.._ ._- __... -.-.......-. _ -._. .. __._. _._ . __ HOW _._,4 AlA y Fi'ti *y.•�-' :. '.."". rarArtllA•..A+^�pr^�.+'EI�tll1".�!" - - _- NOTICE: IF THE PRINT OR TYPE ON ANY I rL E I r III III III III III I I I I I I III l III III ! I I I I I !I t I I I I I I I I I I I I I I I I I I I I III III III III III IIIIIII III III III III III VIII I I I III IIIIIII III III IIIIIII III III III I I <� ��J .� ��J IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_-�-I - -1 I I 1 I -I 3[ I 141 I l I I 6I I l I I I-gl --I I �l _10 11 I 4 hi // /` t ITIS DUE TO THE QUALITY OF THE ... OF�II;INAL_ DOCUME111 67 1�Z 1�Z 9Z Z �1�1 Z ElZ ZZ IZ OZ Rt 8t G�t 9i 8i 61i fi�t---�Zt t�t I �l ll6 8 G-- t�1 ;1 1 ( i' I llllllllllllllilllll. IIIIIIIII1IIIIIIIIllIIiilllllllllllllllil.!Illllillllllllillllllllllllllllllllllilllllllll1llllllllllllllllllllll.Ill1 IIIIIII► I II Illi I IIIIIIIIIIIIl I I i(�11111 � 11 II � U 1►►�llllll�l i I�IIIIilllllli IIIII lillllilllu� 1 �llll� III IIII i 1 I - -- - -- -- --� HYOfIN1T5 TO BE MEIDF.S, aILELLER CENTI%iON.A-{a2.6•M.1 S WMYO, ! PART- tW'0 2 V2 NST 1105E GOMLCTION AND O,E a vY NSf POMP£III, e PENTAGON CPERATAC MIT ,OPEN LEFT, COLON YELLOW } I.a a �r-•� I EEWaEI BACK OF �CUse,A BACK 1 Ate- r fi III )�- r 6SaEEWWDALX of ' _n 11� A A A I i i 2'-0• —L L IIIITy� F I Iti< mcnr I I (� A a f . 1 mal"C" as --� t 's �'i � ,Jr I Iq' �i ROx ASSEMBLY --- " ! — I -_ __ I ;.PST IRON VALVE M rto W `rr �JJ i aL mal M1Ji W y •. S I !'DR 1I rla• . . i LESS MIN ' <o.cmet I+au sr•a > �auK ;' L , uY, In_la.mFa r..- W PAVEMENT I PLAN coness.+l r..e.ar, or vec n. ' I I I nr urnt a..• nTu - -`'--` i Ilr�'�-tTTWpLL�.jAxIY�-Rfl -T i" yw a. RA MAIL[ C[T11L, In PN i Iv w.n or.IL. as o.P. ,c �—ylrV•••"— cwER t>rlan lj [� rPLo. !s OF -- I I _ WITH TAR R6P r MJ GV 'NI '0 I {- BEFORE BAC. Ill ,Ayy PLAN 1. �•y —� nn'I In' —� --"a rie � L_-- -� SECTION A-A I 'I N �x "I Ih' --4. • ' r� PLAN cm<. aDY Ni W Ila Ia.l �-M1— I A — r [A• X11 I —le PLA N i \: � ;;� �.JI /•� ,�ie'+�'�0}_ ! I I L l I In•[Y T �tx,-�-r--�--����;;I �no .t.+oa.iAte r -•I 4a' yL-a°r^ _T r V�����J 6'^MJ a (LEWT4 1nu )W)HOLDING 5EE PLAN OR MAIN SIZE) SECTION AT F 4'c6a6CONCRETE BLOCK SECTION A A SECTION A - A I vt I's aof I 2^- 3I DRAIN ErocK a nr[ NA. nr[ a A,wrRo t rAT[a y-0• r- , r.ae,ae °'-e• r.aw-T7-: 1 -n• •rt o• � '��s, M yom a' •--a a•-a�j-�+ _STANDARD FIR ',1 DETAIL SL NO 101 'aro,Rt T•n' I'.+W f ,NJ mvatr ales,*sal 'nwrm mo r.Yn 'I SECTION A-A ELEIrATION 8-8 unified GRATE eAaerA aAt aw ----_ -- ur~ AREA REA DRA—IN, ® I a►•qw AREA •'° AREA GRATE DRAIN, TYPE DRAIN, TYPE ----- jar-*-"UfAj0. ; YA UfA® '.9.ner • �� '�/i►� 1 GENERAL GUIDELINES PROIYKT n&FOMATIOM •Wads under lour toot wrdwut excessive PERPOIWAMCi bads.shoes but good sort generally recurs no Ieogrld oa0a0r.. 'Nall,ova.'our .CompreMo,aaengM 3,000 P.ml. 9401,ger•emol r based on site coered OAity sorption 20 pounds Po,W foot yecgnd"oack eased an site cpneinons. MIX�h, Crc t t RI I; - . ___ ._._ _ • I)t E'EIA��A�1IeALyae(Ax.:.a 'a=.a.rra wfaOVEU surcn�M on tM eaM an ST YNR a r a f is W�Tn 2' eRA63 ILUG (HAND the miCrdrl TIW 1 1 KOq dYNWR .Size aDAO'mvMY 40 . 1 J a 0 PAVEMENT •Waft solder 1 R.rKUPe how nChas Of 4KNAre 6 n0Ms°1 •Fws eml 66 of a 5querelloot base ANDR, Pear 4 R r bels Aller ,6' mrmm4m base ewM. T 3/a'rde% 1'deep.cannnuaus len n 0 I r C e ' .e�w'or MA.Y,a-.. l olio : 91 BOiTOIA VEIN TOP VIEW 1 Y '. .o -.r 3 a a lO• ._ Idors, •Hobw�mra QesilFl B LU! Y 3 h 1, - • __. __...-_� MINI Bury 01 nwaa hpAph �Vbin Mwee rt CAP UINT >4Qjfi V a l _.. „�r•- '( and oWCarhuTY or*naR of awill 'W :ZO Oa TRAFFIC RICK 1' 4 MAX The tact Men W saKn duct N M of• •SlisJS 'H. It Le'W a 7.c_,B' U IN 76%, 3man*bo, To awmate ev numsr •Fac,NeA 73KofaaduarefCal MW d1 dcx,+oadlw mvd11%yme acrual I y MtUra two"of Ina wad by 1.62 PIN -, T 2-. - •' yCamx,mn sm.,tough nylon t J r fio4La'• ` - 7 CATCH BASIN_ AREA DRAIN I TOP OICWPER I1 } / mt 1 cYxoa AND TEXTURE F '-' a 2• COPIER 90'ELL J /" Y a , 111 N .C°bT°phone Grata lint. Resadown i:i �• r Y y -�. '� •TerNn Founded AIOrw laps . •• \ I 2•K ONA�11D PIPE k[TAWE�M •2^IPT GLAND �r _II r ,tit •CuMnm ordarT Sae mar,ul{w4ren b tl{Iaae ' / i - •�, I�LIJG/CAP 'IIYCRETE aTNAOINE rote r.M+:em,«r1•M, fe«•rrwm.esei II' • -..rna,•ra. :nwA•wvannw aw1Y+ / BLOCK , • . • r A A - - ' CONSTRUCT" CUL-DE-BAC APPLICATI / PVEw_ -,,on~-is lv he a Am,,*b construct c.[•" • a -• WI . •.[. , • ' �' 1 - 3 - 1 -- 10'-BEHe10 BACK OF CUPS ANU/DN r M-4 �_ - wag Mal nit munar nr bw The aasv 10 n lb WIL I•uwroc +c r✓wtn[r - OR BACK OFI SIDEWALK the R 4In ANN+n runs m A pond.dA navy I 1 r - •,,.•, e 3 �� -PAVEMENT Ina lm TMOlgn advamwrt ftsq. all@4"hpm.uvo ' in Nar<x�rLx .4 at: rM: 'sL I = ., I it,"lsm)„a .,amleIlme-M tle,a 4 gn.n a w, 12 l{ I P + �a �' - - ••+ -yJ 'I! • WNkh w a IDhY p wnrN wen A,°041'an sal A W. Iha N na1MMr 4 gWrn p ynd :C•: l = i k �'- PLAY 'IJ •� • -. tJ s 2•IPT qUG a mirWtlNa UIMa dulmnetICWy AN Mck La'W NUOUOT 6ENf e1TB 1 4 IS OR Mas 2IPT YwetAl bol cMo M -I And 61:1::11410,N,e11UCllanw •lr . .• r.r,v„ mall• •w Dull:, •!. -." •. I /' rAN Z Q $ D. L' BRA,, PLUG JGAP "x din m ew me1W'-IxaNOw VMa MaurW°1'ur IAf Rw rnnn dNwbetlmx Olna In i ,n C) " i6v. \ % ' AMERICAN'MADE. AWWA A, PP EU "ATE �a rNipR aMEE EM Wa1R YEIII Ip Ota - I'v a < ` - -,. VALV IT 2 BRASS PLUG J -1N1yh6NM 610 Aa B61 4HII IHaM1n9 (uEt a LL e ° FLCW {MANJ IDH I • IPT IMI "On daw.w A1Vs Irn ,w I«I nmJe1 lel „ `- n 4 �r • I - rr1� .2' MIPT aIIN M w MINMMQ Md dNl/lla IA VNWs lar NNA Nan 1•daP4 ,vw t" lwl W :~li.-' < 1 " rPCOPPER sow In aMK aW'rannr hAU fha 1.4,01044- Is M - {Nr M/ NO 1 t I 6041",below lv+anwl gra la writ rolY demo" n• • "'""' n •NIIVY'n d a MN" nUINJW 'nm n LL da46n 11Nwa a1 wKla1 aw ,Inx' I b lr M1all IMI Mh'11E41 M ANUw l6'ITMvm4m mase .. I � or y1 qrp!N I Cn _111_ al M91r�1al:ma wau'nan +arm OallaL '►, •r pin , CONCR R 2'COPPER 1 'y M ,,Ih' NdlM1w mus OtIK011N THE lnllll .' 4' 1 a •' t SECTION A-A METER I 90•ELL g s! hM gn M WruMl Jsapn aAAVO I / A r 9 R Box L SAND BED TO '-2"COPPER a alnenual r:annwunn�P Ina gwa 1 Fnel Wur"n d.Ma,l urµnn4ni Leval INAGII m \ �' TOP OF COPPER PIPE K'HARO CONCRETE THRUST 'e0slnuq rho 1001.1161 AI'al ew .*," g an Uva4WguideA used a swing IP guide Me pl"4merm .9 :e .9 .I - ,• DITCH INLET BLOCK me d".goe, B4cNM1 Ind'am{Mci son,granvalr sod mesa g Pnctwn LJ1R r,I,PMwn rennl I iM Aft., awn 6•war>o TOOT nn mM M. .Peee. 1T �.,. .T "" ENO OF STREET APPLICATION_ h1 nen it,v 414 Oaava•n IM d A,end 12'"mind Grave I Construe L I onSedimentB I br 11-167 Sege NOTE CAN BE PLUMBED WITH GALV PIPE IF TEMPOIIARY B 0 P'nnd w"lee•�w Ku0uy1 upw WD unit CIO ml or Fence TECHNICAL GUIDANCE HgNDG00N Teiperary, 1�ouP,Nyari,pnIta"111Imodel r• ga0WAWwdI"W TECHNICAL GUIDANCE HANDg(NJN Entrance l TECHNICAL GUIDANCE HANDBOOK -- ra9urMWMfAd AY4' c tiled C ild" tiles 1 yla yam ,,, Z IA Od easel D„w�ry o-2 ca•rl r.a.Ing 2-m STANDARD BLOW OFF ASSEMBLIES y IIMNYMgmwnlprn,nANY.. cl.um.nN" •w wr•. 1,111 rw v r rr..,:y rM se,,••remits w:, wM,o� nr -- -. •e' '••••':•'-3'cr . DE TAIL N0. 102 LI 21,a wren d lwu,auy. 1 Badln rwal tar" , acblln{xnn•Iaww W1114 tl1e itis ra,1tt M viol*"" it PIXn Iha Vuuan �,..n the I�1M son sw UmI IOlwa,d aM1lapaan.ng dloti it I:".wad mat,•rglwnc.W, �1L'� Carrell ewe r•°Ar Iwwrra u•W aIN4"tins T '. a j.l' ;l 1' t'M.r1 WNe,'a°ur.i^.avwYP cl solea\n IM •, ya.I•rr .,,�7 "t. JMF� a tkr,ya rys«ms Vxaa,Iso aRnia i"a a ra -%r '•, ..!' 1,1 edrl:taw yrruw.Arwaa�wwu date.. 1„• 1 `l I- nrwlranale,.961 wit�a{a�,I.wWbre•",r'. Tereeep.M0 Ya,� �W qn maw pM pews- ,er , art dw aMr sow wan a M+r GawR Rw•nG•ner'� tlaarr�N,/,N+reOwele M• T4wl.d design ,n N ME/'aOCA•g11aA;T, wt ,Ar /'� REFERENCE INFORMATION AND NOTES' DESIGN SCALE MCH CONSTRUCTION HILL VIEW TERRACc. LE T.C.MSCALE 8235 S.W. OLESON RD., SUITE C DWG. NO. TRACED _ PHASE ff _ Tc.s PORTLAND, OREGON 97223 HlI1FCRD CHECKED HARRIS—McMONAGLE ASSOCIATES, INC. SHEET 7 J 0.H. ENGINEERS-SURVEYORS N� DESCRIFTION DATE 12555 S.W. HALL BLVD. Bull Mtn.Rd. 11430 STANDARD\D iIC4RD. OR 97223-6267 BUP98.00368/00056100067 OF 7 , REFER TO TRACING FOR LATEST REVISION 3/8/96 PHONE (501) 619-3453 15 of 19 aPw"I NOTICE: IF THE PRINT OR TYPE ON ANY �E��IIIII�III1II III�III�III II�111�II1�I I I1ItTIIf�II'ftt`'eIITTlI�frIIIII Il I1I1IIlIIII18�lI1lIr1(dill./IIIIII�III'Illlf III1I1�1�1I1III I��IIIII1�11�rI�1 IjII1ITl I1I1I1I1IIIII � // /(:” 6 �) •�Q6)y . IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I g 9 is 1 rB��. IT IS DUE TO THE QUALITY OF THE _ � , ORIGINAL DOCUMENT �gg G L6 8 C G 8 8 t6 6 t Bt I Lt t Bi t Bt Et t t 6 L 9 8 8 8 'tai da ILII IIII�IIII mdull mlluu uuluu uuluu IIIII .111.1 ul�ul ul�Iui uulml mlluu mlluu uu uu uuluu mluu IUlluu uuluu mllim Ii«Im� uu�u mduu uI Iliilel GENERAL CONTRACTOR TO SUPPLY DETAILS ON THE CITY OF TIGARD .. `r s S "=L_ lr +\ FOLLCWINC: Approves ........... .._.. _.._....... ... __ f✓I I ' '' ' :� vl n' i y, PAGE 1 OF • ■ ; E- w- can I st Conditionally Approved.............._. I I ' ' rtA '3. WA �1 . t. POOL [ VA ENCLOlLNE DETAIL. TYPE AND IDREAILONS OF FENCE. •'.. 1 WALNUT S zy e GATE MEAS/RIEMENTS AND DETAS. TOYEETREGt)LATIO" For on y the work as ad.e�sDcr�ibI'e�d in: 'I F it i i I uem u R C - T iEGtaPtENTmoatFtcicataLN,FIITERwAsTEaismSAL. w it PERIZNO.�.-1y-T -L&4 I 01 SUPPLY FOR AUTOAIATK SYSTEMS MfRCNNCLWlS AN APPROVED . - - iAlBTRTA .i <' SACNFLOW PREVENTION DEVICE,AND HOSE NYS FGR WAlFWO See Letter to Follow...................._ .. I ' 'l S)i .L` a •E 1� DDL♦YtDECNS ALSO ENTRYDOORCLOSMIOAND LATGYVGOETAIL Attach.... ..... ... .... ( ) , _ 4 q J tf t9so6 tA[f s, ♦ _ I a DECK L/ONrtNG FOR FOOL AND SPA ENCLoatwE FGR WONT S%%U f WO. ti• u. ° = N m • DEtx FRR7N AND aNAwuoE Cl Job Address:f 3�D rid �a""/.{{ ` w qI^e/I r r-1!r' "") °" cw its^q N A. HANxAPA.CCFSSTOFACILIT DETAK. By: +vi_ Dater A SV +wtDll :sro \J �..,c s L :,.. F �s, [\S .�, c U l eA TEAToat DETAILS NCL UD7tD NTERIOR F*"h oN FLOORS AND / M a �A WILLS.SOAP 017PENSERl ATLAVS,ETC. �• f X01 � 1h~ y, r ri AI- �` fra raa „ IOtm . 4`� 1 0 N all Z?IOF 38'�N +� .r : S r.,a ; ` fRr N Q h to a it W i)5 n .w.v r sr rl I C P ESV nllull Q 0 F a SW t{tea GU E 5T I Rtam DECK/NG 6 FENCE DETAIL BY OThERS ---�J + i"N t I .xi.�L y° n= r I --z CrFI4 z vt . L S` } I 2 .1 <Q; a o L oiY .__--___ -- to .1R-+� < u ,�U • >'�. i NTAtN uw Rt1 ry LN a ., O i �4j g 7 - - I . oAr i u) ' cp Sr NItmOC i•a ♦,i " Y yJ L.L 10 $- n i I .y[a13,E orm e3 am I l�C� TC)N' .j. i a oTf ♦ a movt H t �'• `D /LIN ! 'I v9 y , ��!pw pb y �S sr LAeLL I4.M `Lt ft♦ 1 F1'(• 10500 Iwrn •... ,I 1 +�e�,EO r8'o'' A SWIMMING POOL qq{{I ♦ . „9 -MAIN DRAIN ,O i swum NN,1t Y t sI E(T' t c ' a g, swum n w., o i SW 131uo �:L 'r1� Fti L _ SW DURHAM I N W (Vtip. — AE ,wL� N t,l _ u _ _._ °wp . .7. e ar ¢ V 4 VICINITY MAP = 0 NO SCNF W C7 Z 0 0 0 / 7'D' v)R I i I SPA POOL ax a1Lt i T co �I� t �A uRrtRa1.F c. {3D .a.•au new.w 6 - [,tfArr3 ' li/ /` V..' ' 1 q 15.4„ All. t .at WCCN yl % / J D MECHANICAL ROOM \ a [ �� L S / 1 X 3 9 tR RECREATION BUILDING- — a OFFICE HILLVIEW T �^ APARTMENTS / "D 1­— n r 11320 S. W. BULL MT. ROAD00, CC CCx� D� ..� �- e, .. t w� j FOYER __ - TIGARD, ORPEG�7N 97223 M1YM , . i _ = �Q ^ I� ¢ 3:w w ^ `MAIN ENTRY \ PLOT PLAN o NO SCAEE — OWNER: ANDREWS MANAGEMENT LIMITED SWIMMING POOL LAYOUT 4000 KRUSE WAIT PLACE BLDG. 31 m O . 4. :a LEGAL DESCRIPTION ti,. a aR SUITE 270 LAKE, OSWEGO, OR. 97035 EXHI91T R 1 Za=_ SCALE 1/4'• - 1 . 0'• luNNd•r•a Trot v ,T W,No Iwell s01. A.s.a„MCaNNartw+r s N 99 awEes 24WT 141)"T ANO NwM 13 aa,fE9 Ar EA9r 924,afT,MOM M MOM Ar of aNTEn M%Vn N 10 t9 AW w ry6y:vy19 n]•U Nwk ). 0IaUtN)hElPdrR!�)OBRFr t0 M1f N�Eg3RfY1fY r,f aNtENPrAAI Mr Aif SlE THENCE' o BWlr!St 03,9 RET N• gr,N rK aNMA09LLl Mt TrfNaCENR m,rf 812296 N( )TE7 WFsmml 10UNOL"0 WNT")f Q Ar T Na4 T.f N4 mR ' smo K "SQIM], a(Df19mwftr90t ,narr Nf.Q9WTN 26a S•-1wf5t 1WmW r,(,QyyM]t aQf0S39 Af9T IM W nan Nfna 9P,M 13 a(MR9•r W M 193 9.HT M W MN At r.f MAa a 9[CAMOa EAanrING mfg awl avrAN W03 NO..tZO N.r,N r,IACTigp.�T TEAgAfNri aT[1T[rE ANO R9rgCnpr90 n.1SC4m,n. IIgF.WN 6r- ,.(h A'N1N: 9r3r.rs v r,f aleuc N•rr ATra rMna,Au3�.ra ww•.s uannO,nv•t»tw ti 0[[O v AEmIO h mOA ]3•�ataM w•e.+o,w mlNn O[mN.q[LO nLQr,L6 ED HUENI 7 PROJf`='' SNMMING POOL HYDRO SPA POOL Bull Mtn.Rd 11430 SUP96-00388100056100057 1118-96 16 of 19 .,.•.,.:.. __... �.... . .�•swwM�aw.w mM:Aw �^-"-'::wwwm.wt*A•. � — _- �...,, _ NOTICE: IF THE PRINT OR TYPE ON ANY 11171 l V I IyI IIIIIII V I I I}Ih IIIIIII V I IhI IIIIIII (11171.1 T�1IIlT l I I I1 II`i 11 l l l l IIIIIII V I I I III I I I IyI, IIIIIII 111�I 1 I I 11111 V I I I I Ll III�I 111 1 I I ll l•Til Ill I{III IIIIIII I IyI yI,I / /� ,�(� O�1�� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I it II II 14�_ I ♦�I I BI ! I _ I�� • I �bf I 11 I L`J IT IS DUE To THE QUALITY OF THE N•.. • - 1 ORIGINAL DOCUMENT B G6 tt 1 BI� 6�I t6 t I� tt Gt t t t f<T I t24X IIIIIIIIII�IIIII �IIIIIIII�IIIIIIIIIIIIIIIIIIIIuullllll�l�ll IIIuIIIIIIuIIlIII1�IIIIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll�llll Ullul IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIII111111N1, Nw— PAGE 2 OF 4 Seto• EQUIPMENT LIST SPECIFICATIONS SWIMMIN6 POOL �,q. qrr oESQI1T"1Qr • , 2 SWLWC UIP C'YCOLAC US SUWACE SKIMMERS. SWIMMIN6 POOL 2 I SW MQVIP CVCOLAC N 6RArQD MAIN DRAIN W/195 SG INCHES OF OKN AREA AW WITH AN W YWARD SP10561•^0k0STATIC RELIEF VALVE SIZE: 22'0" x 38'0" x18'0` 1 HAYWARD SP1022 SIDf WAL.I• VACUUM FITTINi 1.5"WI rH SPI0226 FLUSH PLEB P') Qa 4 1 500W I IOV UNDER WA TER FOOL 116H T WI TH 1"J'BOX AREA: 1 13 LIN. f T Z N ID -- 5 1 2 BEND STALNLESS STEEL HAND RAIL W/BRASS ANCHORS AM ST ST ESTUCFEON3 PEkIMETER: 119 LIN. FT. � � � ^ b 1 1t _1I 6 15f T 61BRALTAR TYPE STAUNI.FSS STEEL F16VW FOUR GRAB RAILS W/BRASS AND-<MS O N ? - Ry.s d STAl'.055 STEEL FSTUC�EONs AND l CYCOLAC INSET STEPS DEPTH: 1'0" TO 5'0" Ran4 1 5'CYCOLAC ADJUSTABLE EYEBALL.INLETS VOLUME: 20,846 GALLONS Q Z � _ 7 ATR .L CONTROL SYSTEM � �j"' a l� � .. 27�f 1. 1 MP PRODUCTS CVCOLAC AUTCMIIATIC W E LEVE �j�C in let T 9 ! BRICK COPING Df TAIL REQ'D. TURNOVER RATE: 43.43 GPM TO EQUAL v W O y 10, 1 SWIMMING POOL STRUCTURAL DETAIL 8 HR. TO TA!_ VOLUME �► 3 Q: 1 it l TYPICAL INTERCEPTOR DETAIL. O 1 T TI I 4`K DEPTH NUMBERS, 3 3'0'.2 4'0". 3-5'0" TURNOVER. • IA Q 4Id 12. 1 SF LE L P4 AND Dt L7 a ZMAN 13 1 HANDICAP ACCESS DEVICE ANCHOR r. 14 1 PAC FAB TRITON TR60 3 1 SO F r FIBER6LA5S TANK SAW FILTER W/FRONr AAOI�/T DIAL a Alvs VALVE FurERTOHAvEo-60 LB P�ssURE6AU6EONINLETANDOUTI.fTOFFILTEK SYSTEM TURNOVER RATE: 52 GPM @ 60'TDH TO '" 14 NOTE INSTALL WASHED PEA GRAVEL TO A C*Pn4 I' ABOVE THE TOP OF THE FILT�RLArERALS ~ •) m THC [NSTALi wto FILTER SANG FOR tHE REMAINDER OF THE REQUIRED ir20 FIL TER SAND EQUAL TOTAL VOLUME o- tAM IQb I5. 1 STA411TE DURA•6LAS 3/4 H/PIR5DL CIRCULATION K)W W/5'H 6 L POT ANDA TURNOVER IN 6.68 HR S • � � CAPACI TV OF 52 6M•60 TDH. Q ;S0 16. LIJ 0�.1NW POOL P0EATER W/ELECTOHIC I6►4TION r p � AND A 50LB PRE SSURE RELIEF VALVE 17 I RAINBOW LIFEGUARD 1000FF-LI1E EROSION .PE CHLORINE FEEDER LEGEND .44 Ntf� �, I\,oA IA 1 BLUE WHITE 2'F300FLOW ME71ERWITH READIN&S20TOIZ56PM W za � o � z�Z (� 19 1 APPQOVED SWIMMING K)OL RULE S16N. PRF SSURE PTPIN6 5lJCT7pN PIPING Q 7 EQUIPMENT015ET POOt MA COMMON EQBVO�N POOLS. VALVE DETAIL 1.. A VAfUUM H'FAD A. 1 S'ASA"OR EQUAL t SOLS TEST SCM 80 PVC BALL VALVE. ..AILVACUtW B VACUUM HOSE B. YASAHI OR EQUAL 1SOLS TEST SCH 60 PVC BALL VALVE C LEAF RAKE D 18'CURVE D WALL BRUSH u l • TO 15' E XPANDO POLES g — — M .- 93. O O SKRR - - - - --- ' 61. 1 SET SAFE TV EQUIPMENT n - ,J A 1 zo"COAST GUARD APPROVED LIFE. RING 5/30' ROPE EQUIPMENT LIST � Q HA M btAL �P I 12' SOLID ALUMINUM I NUM POI.f WITH LIFE E 3 B HOOK. Z y r-• � C NO LIFEGUARD AND DUTY SIGN :3%on O `� 62 1 TAYLOR Z005'COMPLETE* TEST KIT FOR: HYDRO SPA POOL CYANURIC ACID. WATER HARD ESS, TOTAL ALKALINIT` . � � � � O 1 31 3 SWIMQUIP CYCOLAC 8' GRATED MAIN DRAINS EACH W/195 50 IN OF OPEN AREA Q ][ rn uJ 0 CHLOR:`E RE SIDUAL.PH, ACID DEMAND I AND OPE WITH A HYL)ROSTATIC RELIEF VALVE Q �� N 32 1 SWIMQUIP U3 SURFACE SKIMMER G� Q o SWIMMING POOL LAYOUT 33 Z SWIMQUIP 1 5. 38434 ADJUSTABLE EYEBALL IFY ETS ap 34 1 MP PR07UCT5 CYCOLAC AUTOMATIC WATER LEVEL CONTROL. SCALE 1/4.• = 1@0- 35 t 100W I 10 UNDERWATER SPA LIGHT W/'J'BOX O OZ I36 1 HAYWARD CYCOLAC SP1022 15- VAC'U'UM FITTI"' W/SP: 228 FLUSH PLUG. 1 '11,® I CAP ��� I ���� 37 1 HYDRO AIR 10-4310 CYCOLAC VENTf.'RI SES EACHWITH A SVI�'IMGIUYP 118434 ADJUSTABLE EYEBALL INLET WITH A 3/4.ORIFICE ATTACHED ' 3e t SWAN S'AINt.E55 STEEL pM5 102 NAND RAIL W,'BRA55 ANCHORS AND ST ST CSTVCHEUNS IIOVISIOIS HIST 10N IE MADE FOS A F9TTIIE NAlOICAI LIFT TO 1E INSTALLED AT TOOL AN SPA SIDE. A 3' I It' SLEEVE IS TO BE 39'08 19STALLED 11 THE CONUETE DELI S0 A LIFT USE CAS BE INSETTED. LOCATIONS FOI SLEEVES 1;LL BE IIOVIDEO 40 1 �,�T TILE LIFENE TUi 39 l SPA SRAL DETAIL � ANG DECK DEDT1-I NUMBERS 2 - 3'(r ALM 11TH SIECIFIUTIOIS FOS An LITEIGTWE 01 THE AVAILAILE LIF)S. 41 1 STATE APPROVED SPA POOL RULE 5I6N. • 42 1 HAYWARD CI500 CARTRIDGE TYPE FILTER W/130 SOFT OF FILTcR AREA AND A MAXIMUM CAPACITY OF 56 26&PM 43 1 STA-RITE MAXE-CvLA5 PE5CL I HP CIRCULATION PUMP W/5'H 6 I- POT AND A CAPACITY OF 52 64)M f?60' TDH 44 1 RAYPAC VER5A 155 SPA HEATER 1513.000 BTU NAT GAS W/ELECTRONIC IC44ITION .1 AND A 50 LB PRE55VRE RELIEF VALVE (� BRICK COPING LEGENL _ — _ — _ 45 1 BLUE WHITE F300 15" FLOW METER WITH READINGS OF 20 TO 70 SPM PRESSURE PIPING 46 1 RAINBOW LIFEGUARD 300 ED05I0N TYPE OFF-LINE CHLORINE FEEDER .SUCTION PIPING — /— % - 1 /-" -- / 47 1 STA-RITE MAXE6-AS PE5EL JET PUMP W/5'H 6 L POT AND A CAPACITY OF 73GPM (9 60' TDH 41h. 0 48 1 HANDICAD A55I5T LIFT ANCHOR 49 1 BRICK COPING DETAIL 50 1 SPA DRAIN VALVE OFF OF CIRCULATION LUMP TO INTERCEPTOR C) SXhwlrfR cn Q. U C7 O `_ ', C" G RA" W ( W f � `.J 0 Z W c O o 0 2, 1 W vi cy- 500W POOL LJCiHT I�4AW DRAM \ 3 I i to `! 5 NOTE: STEP EDGES OF SWIMMING POOL AND HYDRO I, I ( SPA POOL AS WELL AS THE BENCHE OR SWIMOUT 8 R EDGES IN THE SWIMtING POOL OR HYDRO SPA J POOL ARE TO BE IDENTIFIED BY PLACING A CONTINUOUS LINE OF t'X t'SLIP-PROOF TILE OF _ _ , _ _ .)►-. UTO FILL SYSTEM A CONTRASTING t'BACK FROM THE LEADING EDG ' I 5 f-'-MAKE UPWATER I i 7 C3I i�'-J` / ` 7 ` nil ,1 •-CIRC:. RETURN LINE ' J INLET �I1 IMMER MAN VACUUM / (3L ` ` GNAW DRAIN SUCTION JET RETURN LINE `� 1 � LL .1��7, 1 / i CIRC. RETURN LINE SKIMMER SUCTION ' �'�L I 1VACUUM SUCTION I I ( JET SUCTION % I _� ems... (o I — \ � �.. -- ` 1�► � _S NG I -\- - -- „ ANo RnILBRICK COPI ( I � FLOWMETER � � I � OU Lr) LnLn I ' —�i►• -- --- - — .— -- . -- . -�,1- -- • - FILTER I FILTER ( � � HEATER SWIMMING POOL CIRCULAT” SYSTEM 1� =— z' J s LLj z I Akz CIRC. RETURN LINE RICK COPING ----- a 1 I _ O B SCALE 1 /4' = 1 ' 0' ` I = ( Y 0 CL CL C� M * �`1 - _� �.- _ 5 F l O W M E 7E.R- !� I - --� .-I I U Z DLJ 00 - "l•S 1 .) +CHL.ORINAYCIR \ N M•i" p, 10-7 CL a' o ' �� ----- J I bf �\ HOSE BIB.__ o a o �. NOTE: OWNER TO INSTALL APPROVED 3/4"BACKFLOW 'i \ \� ly • p J4' \'- , _ s 0 , / - .- VAC:UUN 3UC TION rn 1 - - PREVENTION DEVICE TO SUPPLY WATER TO SYSTEM I— � i �I� \ � _ � � � : AUTOMATIC WATER MAKE-UP SYSTEMS ON POOLS. L:Y 'CHLORINArO -„ J- ' - SKIMMER sucroN +� NEATER Z W MAIN DRAIN Sl)CTtC1M/ z 1_ 10 Z -- - - _ - DATE: SCALE: NOTE: OWNER TO INSTALL HOSE BIB IN POOL EQUIP. ROOM - �.�---- _ '� 8122/96 NOTED AND WITHIN POOL ENCLOSURE FOR WASHING DOWN DECKS. - -- - DRAWN BY-. LOCATION: All llllli 'C :C St° 11 I/C !3F A1110/E/ EICE/T 11' 11-S11EAI All SWIMMING POOL PROF!lE _____..._._•- �''—�� r� Fi1.1EN� 11' D011.STIEAI it01 104E NEATtI INICR SNAIL If JCI. it Ce1C. IlilOnl/ - IIP11F, SMALL It IISTALLEI AT A DE/TN 11' IRM COICIETT.. UCIS, SUALF 1 /4" = 1 ' U" PRO&cT: SWIMMING POO!. EQUIPMENT ROOM LAYOUT HYDRO SPA POOL J'oa NO:Bull Mtn, 56/0 1118-96 BUP96-00388/0100056100057 17 of 19 NOTICE: IF THE PRINT OR TYPE ON ANY F III I I I' I I I III III III III III III IIIIIII III III ! III III III III III III I I III III III IIIIIII III III I III III I I I I I i I 1 I 1 ! I I i l I l I III ! I I IIIIIII III III IIIIIII III III VIII I J � �/ 1 1 1 2 1 I 3 I 1 I 0 18j IMAGE IS NOT AS CLEAR AS THIS NOTICE, l -- -1__- - I -- __ 4�_ ITIS DUL TO THE QUALITY OF THE No.36 C"`��� ORIGINAL_ DOCUMENT f �£ 8Z DTZ LZ 9Z yiJZ n £Z y T7 OZ f31 NI Gt 91 9T tblt SI 7,1t it t 16 8 IG _-- 19 ii4 fi £ fZ t�iyirw� III I!li IIII�I�IIIIIII IIII�IIII IIIiIIIII1IIII ILII IIIIIIIII1IIII IIII�IIIIIIIII�IIII /III Ilil(IIII IIII(IIII�IIIIIIIII�IIII III►►IIIIf/III ►III /IIIIIII(IIII�IIIIIIIII�IIII Llliilllllllllill /III IIIIIIl11Wll llllUl� lull - ��_ I_ T_-___ i lllllllll I II 1ll1W111�11� 111�I,lII�� 111 III � 11 L° HAND I CAP REQU I REMENTS PAGE 3 OF 4 10 a• IG TO IB' 3 . W FEflAH r O.C.HWILwrAur r y vAEy,O/� AT TCP OF WALL I 4 'eL+ '/' EQUIPMENT LIST 1PMIS1ME NUT 101 BE IAOE TOO A FITIRE IAIOIW LIFT 10 K IIEI4LE0 1f MAIL All Ol SIDE. s 1• s u• UIm IS To U KTLLIEI II fIE COIDETE KCI K A LIFT USA US 11 I1fE1TE1. LOUTIORS Fol SLEETES IILC K PIOTIDfl ILIA IITI IKCIFICATILIIS 2•gp FK W LITEIITIAE OI fill /TAILLAILI LIFTS. HYDRO SPA POOL ' cewAc rEE-'l. 11 ! 5WUhQULP CVCCAAC r 60A TID"IN DOA INS E ACH W/19.550 WOF OPEN AREA 32 'LL AND ONE WITH A 1WOROSTATIC RELIEF VALVE >7 I m� to--4r.1 f7 I SWENQVIP UE !p AIP ACE SFLAIMER.- i N I3 E SWIMQVIP I.S• 36414 ADSUSTAKf EVESALL IPLf TS. / \—\ -- \ ID I L. d 'rte-\ 1 aLIMFR N IDILDr A 1 MPPRODIICTSCYCOLAC AUTOMA TIC WATER LEVEL CONTAOL. / /'� C L r� O is 1 IODW I IOV VNDfRWA TER SPA LIAHT W/'J'BOX, _/ P � 2 ✓✓ I //-q� SF A011 Q IrM 16 1 HAYWAPD CYC0.K 5PI092 I.S' VACUTA,FITTING,W/SPIOZT/FLUSH PLUS, II�= `�I� '' / ___L_ ���FF O Q Z N 131 37. 1 HYDRO AIR 104110CVCCLAC VENTURA TIES EACH WITH A SWIAIQUU MEIN - A ` (L ; b �. WHITE AIAI�EIT!RAS AOJUSTAILE EVEBA l f T WITH A s/4.ORIFICE ATTACHEO. ��- -r_-- ` Irl 'I 39' is I SWAN STAINLESS S TEEL DMS POE HAIR MIL W/BRASS ANCHORS AND 5 T ST ESTUCIEONLS. ♦ I / � � 0 1 SFA STpA[TURAI DETAIL AC} - E / .ti1 N O NF J �q 40. 1 SET TILE LIFE AND DEC[DEPTH NUMRFRS E. 1 O M, R 41. 1 STATE APPROVED SPA POOL. QK0 516H, /" i •J W Cs Z 4l LO_o� 4S. 1 HAYWARD CISOOCAR1IU06E TYPE FILTER WASOSO FT.OFIFILTEA AREA AND / - I 4 N 0 to-,E-9 AMAGMUVICAPACiTYOf56Z66NA I 1 ! 8 (�/y D Q, x n u�� 43. 1 STAAITE MAIQ6LASPEM IN CIRCULATION PUMP W/Y N 6 L POT AND A � V 3(R ^� 1 L F FWD RAIL• " a GUNITE E cismarawit _b CAPAC7 TV OF 57 AM E 60' TDH • / t \ ,O N. 1 RAYPAC VERSA 155 SPA 1QATER 155.000 RTU NAT AAS WIELECIRONIC 16NRTION AND A SO Ll.PRESSIAE RELIEF VALVE. / ll / \ ♦ �\ R 4s 1 RLE WHITE F30015*FLOW METER WITH READING,S OF 10 TO 706►I % • 2' \ 'A �� M i ♦ 1 6' 1 1 .— —LC — T d 4467. 1 STA hMIFEUAM�EROL JE TI�TYPESGffdl POMOREW FIEOFR /` ( / • _ ` I' (] 2 r 3' 4l 1 NANDICA7 ASSIST LIFT AIIDILYl ANDACAIACITY CA'7561M D6D' Tdl i y�"1 (^ �D CIA W z0 1 $$ Cv LV 41: 1 BRICK COIFING,OE TAIL. I (IIY4 13 RESAR 17WAYS �i • 3• p SD 1 SPA DRAINVALVE OFF OF CIWUATIONPIMV TO INTERCEPTOR 1/ 1- I S3 z 8S-, MITA FI A NOTE.BE 4CH HEIGHT MAY VARY FJ NOTE: BOYO PE&1R PER NAT. Y _ _ {� PEX3.. REFER TO DETAAS. ELECTRICAL CODES -I d \ / , •-•i• iOQI"L l►R `\. 31 ORATE ' CROSS SECTION rsc< L I- =lv> LEGEND / 33 acaRlN/ o u , GENERAL NOTES _j a PRESSURE PIPING �•— - ' ' — ' — - 1 !1 PIlk n/ s 1, AT FFBKi IT O.C. DOTH WAYS TIE EVERY OTTER JOINT SUCTION PIPING 8 IYoo 2 3 - AS FEBAR As TCP Of WAISZa G `r 1 , 3. LAP Au6TEElRE9.A .zMML �a 1,! ' I < i /�1 h' HYDRO SPA POOP CIRCL�ATION SYSTEM _ " •^ A. AxN4AEA.1 GtA0TE STRENGTH 70 RE 3000 P51dmw15 0:CL a. Ili 1 - •♦• (_•� . —_ .� �. ~ ,n S. PERFORCE WHY S-M TO BE AST A615 GRADE D Mw.. L Jr �'— — •1' —.Y .n Cj �r 6. ALL GU E E IS:IOTQETEI TO I%rVC P TO T SLU V P. V7 7 DEPTH THIS m •++ 7. INSTALL FOR OESGL IS 0 P z E- �� I ` SCALE i/2- = 1 •D•' z 3 • B. INSTALL HYDROSTATIC TEEPEE VALVE 4 POINT OF Alt%IA,A1 () 2 1 I / N EPTH. kym y Ti �VA IE1R-1I WATER SvRUCTURAL DETAIL / • 'j l' ` �� • +c o m s o CW-Fu6Iolc n7Er Z Y i DATE: fRETIjSKH um SKIMMER �aC GAUTZCN 11 EDNUENI d �•� O�'a�it wmr wT �miw�.cT r.oa.ama. sGYE: y I NGA mRTerCTlal alar PI . a mum-mar wTw n NOTED ALL rEPIIi TO K SEE. FI FIC TEF /tt101E1 flCEtt II' n•mEu IK IN " 101 NO M Vwvm mA,rnaeo Pr.rZ m Yr.vP O II' n0-s11CW fin FAIL IRIIET MICI split EE Ill. II lrle. IISIKK " d 7 IN rur♦mu ceAa. .: 1118910 rvuA suu K umLLEi AT A N7n u• IELa COIIIFTI IEUS. pv / � i 38 rEAPo RAIL VELOCITIES T1RIU OPEN • r I \ I < �( !" 1Yi, _ C�'�•y�,,,,,V ,I DMS-102 DECKAIOUNRD NOTE STEP EDGES OF SWRMHO POOL AND HYDRO FIRM Alt -05 S0 US p00 ��p � sAt --- , �\ nw Y�mY \ STAIR RAIL. SPA POOL AS WELL AS THE BENCHE OR SWAgUT EDGES IN THE SW MNG POOL OR HYDRO SPA /� 1 l POOL ARE TO BE IDENTIFIED BY PLACING A I PRET l CONTINUOUS UNE OF I'Z I•SLIP-PROOF TILE OF 0 • ,• Its A CONTRASTING I•BACK FROM THE LEADING EDGE QQ�Q Q�Q r.. r < r-s VQ� '7AC7 r,.•s..ao A.•A. 4...+ 4'AlTnl ��HYDRO JET SUCTION III! I 1 AZ � N 0 "�" / I LLJ Q" Z `i• 6'DA. ,I 38 MCI Tlrre]r�,b ...W / , `QYi' LU R IM' d O ouFlau cwN.crY.arwrm ANA HY Jj1 V 31 '.MAIN GRAN / ZI d SIINI CMLIm4 c..warer mrwro.RM..R IF4F / \L 'JET WET e TI UNl - JJ.. •� W Yrr6r J P ✓� NlFENpYMLE i \ \ V✓ 3 / A w LD I 6 m � O z ✓A O Poc n:ulo vuvl _J o M SPECIFICATIONS / 2V; ' ,y:• °` US -*"'TM"•'W' • HYDRO SPA POOLF / I �HYDRO JET RETURN HYDRO SPA POOL JET SYSTEM i A'drlt•'cRR I suNP W SIZE: 8' DIAMETER ROUND 6•.e5wra ° '`'- M AREA; 50.24 50. FT. SCALE 1/2" 1 ' 0" R PERIMETER; 25.12 LIN. FT. 'G M DEPTH: 36" WATER DEPTH ^ ~ 3l 8N RD. MAIN OUTLET VOLUME: 27. GALLONS yO a REQ-0. TURNOVER RATE 27.14 GPM TO EQUAL '---/RLCKCovI � o SUMP 100Y F71AME s GRATE N c .� TOTAL VOLUME I raT �m •• acw♦[o�i�wn P T-n neTmncoLec la TURNOVER IN 30 MIN. a• L- CERAMIC TILE-----/ F- o to N s r R e W ■ M In no In IM He lR IN VP IM IR IM uP in in Iw SYSTEM 'TURNOVER RATE: 40 GPM Cv 60' TDN TO 5`1( TPv Iprh� �x Q �' rn scN •R Px WPE cosroN U.S. LLE �A EQUAL TOTAL VOLUME 15 7 WHITE MARBLE I TE PLASTER / _ 03 C30 AM UN[WSTRLL JUST 'A'+...—.'T'm.�ll�-6•........-.SIAHLT! 'C'r�.r. L OOv Ut /EIOW TDP,,GUNRT •.(L WALL f ECK PIPErF'PLAIT a - 1(��R��S� �•ynal clAe FE6CL �. be 14 p•— r` TURNOVER IN 20.39k.IN. � '^ FOA CORRECT PIPE SIZE. �- I () W N To C4 CANTILEVER DECK J �•J M ! Ir' IDFIjn — w 01 E 3 . TDP OF GUNfTE Z cz-) Na ' rw � NOTE: HrOF10 SPA POOL BENCH ANn STEPS ARE TO - CERAMIC TILE BE IDENTIFIED By A VX I'ROWOF DARE TILE INSTALLED NOTE: SEE SWIMMING POOL DETAIL PAGE ' H 2" Ip' ICI Ige � 30 ANU DENCH � o a I 1'BACK FROM LEADING HORIZONTAL EDGE OF STEPS FOR IN SPA EQUIPMENT NOT SHOWN HERE. - V 0 � � 11 fT�ll. rTo Tr .4 -- NOTE: JETFITTINGSARE TO[EINSTALLEDATVARIOUS HEIGHTS ON SPA WALL STARTING 9-OC BELOW IOP a o L.UJ I / OF GUNITE WALL AND NO L0*11 THAN 6.0 C ABOVE - ' - TIE BENCH HYDRO AM PaStR v[PmIW TEE ' PLASTER NOTE: SONO BPA POOL STRUCTURAL STEEL IN tW0 PLACES LEAVING LEADS RUNC NYNUOU COMPONENTS TO PAEOUWITI(IN HYDRO SPA POOL PROALE --� 5'OF SPA AND RUN CONTINUOUS BACK i0 SPA EOmPLEHt NOTE: BENCH TO SLOPE 2'AROUND THE PERIMETER OF THE FOnI /^rrl1E rwIMErIE wlrlol•-� ' VIIAJIR[1Mu'LYt•ALL ARJR STAR r A127 BFLOW THE TOP OF TOE WALL AT RIGHT OF / uu SCALE 112" = 1 '0" W I� , za~ ` TxH 4O we nE ' / STEPS G,5 YOU ENTER SPA AND SLOPE AROUND SPA SO THAT RPA IRS i /.t WT FNP WAT[R UNE TO JETS • , /ENCN1 + w K m I r FYC scN.D PR " BENCH NENESEPS ASHT IS25d TOWTHIF TER THE FTHE WALL ON THE � �-� zm? I r �///I I f LEFT OF THE STEPS AS TOU ENTER THE SPA ew1 A1su u PSI STEEL REBAN L6UNIi[ �). \ DANE: 1(-ALE LI.. m wnR11 Els. ' NTSRO TFA V[MTIMI.wTI.rRIR 4RIPIlF 9122195 NOTED jPA.r.vaKKO/x ^P erR EEO ro ' WNE LOUT" ui.W TK w•MFIL l �a�wv�LPA N• FK.wU yr Eo '�-7 eRAwN 6v: I.DfJI TION: ! xsePurtoa NRNP era rEcrcATpa ED HI I CYCOLAC HYDRO JET INLET 35 UNDERWATER SPA LIGHT w11WATE111 Fuld oluat PnuJEcl. SWIMMING POOL --- HYDRO SPA PODS: BU I MT Rd. 11630 .qR N0: DUPRE 00388100056100057 ,� �.^E. 8 N 19 LSI• o �3R.r.... ..._. NOTICE: IF THE PRINT URTYPE ONANY Ir iI III III IIIIIII III I I III III III I I IIIIIII III III III III ISI I I III III III III I=1II III III'I I III III III I I III III III I I III III III 111�! 1� I I�I III I�I I I � ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I I 1 4 I - --L - J- _1---- L--- ITIS DUE TO THE QUALITY OF TFIE Ne.x �•� ,,, ,�$ AS ORIGINAL DOCUMENT - �I�iul611i�iulluli�lllui uuluiTmll—Il�uhlli ilulilil�iuduu illduuimllm uulu�iIIIIIIiTilhul�ulllil 'illllui ilulmi ilulllli im6ui iudau` I iult<u imlu�uul�` u ' 9 E iuiiKll ��ODf/eT1,M�1 It[�1�■[wwltrl IIMI `YI�M' .I.1rM�D>r■Ys � � I�,stl�wl�l■r� � 0 FiEEM LAP Ir SIX DEi All .Nlu: PAGE n - - Yt of« �--� ' �*_ 1. ul Ilr 1111 to Y 11 1161 sa 11 0011(1. /M,.RIII RPM to 160 .� „1 V V V , _ LLt 01@1YM 0",MiI TO 11 CO[►tII N sot It VAIs F• I L T E R R A C K W A'S H ) V�• V �,_ �....r."-._........�, LE(.�1� 11111 ,1+►[E ,.0 wrs scan. t N I r ' �+ 1. IOfI ;:r u r t nnlll s a roll tAlu ON=IT 1EnA to 1119111Itlll mmin STIR, � t 1. IIM'I II,IE :I w1 CIITISTA►I 10 ll�l. Y[Ul �•-•--L•---' r I11Y Il r+f-- T ay IFAACII1E1elm MCI lilt ISTEEL' \ r t fes', Z:'- Ir MIN- OF 12- ABOVMTFI_CK3R, R•f`TI Ei � \ CUPIIAIIIf 1plNtlli - -� r.-• .1'� _ � � •--�----- •_ 1 ' .rJ �1•N� II OWI11C Lits NMI HOOK�^ M ' I r �. \ / '1- 11111 Lin SIM utf 1 CD Sts(DETAIL _ S 03 FEW I5t' �ll�'i /-� � • ��;,r�. //---^' Fnt!1 ecmlaw .1 Limit T.u- �/ ' - MANUAL RILL SYaTF,r1 (� �J i IfAt•t ( II r0 A BARS r LAP Ir./ r . / \ r u,w t \ C l3. n S 1 f! I r \ t \ ITtllwrinM�-�' T�1• lo. a Itwt z.Y , h 1 :nla Ir1ID@ aAYFs - - V �'-' Eo/M111 i El_E�C�TR II CAL i'11t.l,lK ��1 ' ... �,�j�F" .���• �:ISIIY 1111 aEEl7 / /'� "`L f it'111111E © V i10 I Ir - - A _- w(f ITwi1 ew1AU`� `ri ^' .r01%0011 1: .� -�'�/�•�•� 1 \ � � �J i[I RUII [00 (LICEIIC1l IOOIIM M IOOI IM lif O�EIIitEI UNIT, �^ Ii' nUlwl � �. ' L IwWv 1 "Woultrl ICOM. ILfE OElllt j Y1p WIS. YAI U1_,, OIV1111 N►w 111N0106, 1w KC1 l(lif lOQM11 _ IN t \ 1' I. FOK ITHI. U 10611C[il(I1 TO If 1010(6 Irl UTIOOLL [lfCT11C•G �r I �" , U Q ftsy , SIT i L[Aos Al' 011 TO A.1 K;I 101+@11/ ■TAI EWIFYEII Ila( �------' CUMlit llas- I � O 0 � 1(1 MIT YOI lfllll[I 1@ las "ILI. 0`CA 11W KIIlNCIN111 In l 11 tlultlll Unit. tIM1 • V 1 r a�' I I -- ,,riel.� wanlw rr 1"I fav �1�y� 1. IITEY UU09Et IOD SIM 1101/001 SIN III@ MR EMI1/1(11 I "I M SIT alt. r ltI f HOOK D'�_T�/�Il. i ' � �� ,i� \ @I@u� aur to ILL.. t n+t um awls[ pu. INV ILII MAI � � IY 0 I O 7L , 0(,111 OF tlNl •J• In tl It l' �� � AM IT1ACJl 10 A l 1EiLL E01FYftt it Tst ►001 C11C1L1T101 ITE / I 4�r�► 3,311 If"tWACE 1T roDl LOtt:•- r� F[1 IAT 10111 (1.011UL 000(. if mill 01 - _. ^ `^` � 3. FiDIIDr 171EY 1:, 'J' IPI fM POU OptplfEl 1I/0T !T ILK SIT __-f � ---MR11u urn 11ftr `.� 1 Y• � a v l * �' I iST AL L 11 CM f 111 U"111E i ris l if OF FIC COC@;i fie POOL SAM LIN` -�� l � � I'� K � IOD (k. CI.UMI It @t11v IOUs �� � -- IVC NII NUI FiFt Ila( t0'J' 101 U 1'R U1io1AAl Et(CHIC COOP CUT @TIMID I / �U►�� �.. •. i.101q'II 10010 is NK Illl I1FEt. �� CAMC1101 TO 11,N1 SICK YIN AFFIOTf1 FhnIN C1OMM wit: aw11Kf IKIMIat rI►ATI.I CITRIC 11U�/ . �FIN - !JI' sC1. N n' NM:HOOK WAY BE PRF �� � ►. /IOVIlf 1ORI to 1111 V0 ALL Foot/ ENIFr11 U If 0111(1 1- FL f'FK FI►1 \ 1; EENT AS A SEPARATE l IlIIf0lCfAtll ftF[l ILEI Killl!Ofi Slit?ff?/T AT TOP C)f '� 1 5. If aGitUT IF/gtllE rollEl sR/t1 T1 LLLoh IM 111 10110 1S;A/ fRlllw Plllq AUTOMATIC FILL SYSTEM '_ - • �\ A'SAR5 F�f3EJVT UIi' EYE root iTIlE1, 14111 III Ft1 YITIKIu fl.Etlucu o00(1. f TYPICAL I N fERCEPTI�R _- -r '�B,ViSti IE1'. rr 111[ Il 10111 COVEY Moles FILE Ai 110 1Ot111W1 I. FtOVI@( Fttlltl Nis U[CTIICLL 1011 V CALL IM ALL 1101111 �V ' f A0" Mqt. I , � � 'J W M/ok IEIIf01CUKIi ►TETT 111 Ill COINVIOIII TO IISFECIIM[. M (33 T'7 0 "T �.` co Z ID _ ^ p1e••'Mt / ►DOL EO@1J1EIT IXAIIOI IN ITiMM TO ALL 1(111 Peet � ;M� ! EOYIFIEYf. LAI 140 __.._. ►b1i': AIJI IIMt'� IK711 TO a NOTE: VERIFY WITH LOCAL PLUMBING CODE WATER MAKE-UP SYSTEMS � � -� z�_ all: ""in AND ItRAICAl flat% ROSS SECTION 7aR ta, rr111 rin l I'-un Fat ITTINW14 IT1Tn ewfal nano Ft,eI11. Iwt lit,: 1 r u C r _ Yy C ra@nIs ► 1 Ila@IU tucsnctu. _c POOL ELECTR I�_,AL BONDING DE`TA I l..tu[ .011s► GENERAL NO 3M 0 /LOCVEI t r O.C.earl I N It 1 iilFMltA/(X7KXT!9TvW NCM MM PSJ AT A LAYS 7. A(IMRS p i TO li ik P-PAIm A uF n � �" C w31Ys LAI'•r t1i1�M/>•t H UOl OFF c�F FLOO►1 Z a. WJWOFL0G A3 IM A419 uBlAW 4013P G OKI' 1 t)'%ARS Ill':To K t0'1%LElW'H AEG ARE TO eEON I PP4AIDCt>��TO NAVE A 6AAA;ML#AU'upwOF V ABOVE TIE Sp+uNE En1'�EATEETO110'UaalF OUT ��6 � 2-SEND STANDARD H�'.NDRAIL C^TO INC FtvO t M),LXl'f,TE.WgatCpWM To NA��0•TO 3 SLUMP II } a. ALL IIICT 4 Wu'JMl1 OEVtAT1CN OF PQ0.AlA7 PlJl3 PTI•YNA:1� >(yf ! I -•�'\ iArIC PtEut7 VAL-4 AT MOOT of MAI11Mum!EM-H 1'Its rPE SHALLC>w EK)AMD•OR V IN TWE DELP END OF ! II � � /{ Q eOTALL FNIO105 MA1t,wUw OEIAAr"W OF FWX3L tNEJkkU LEJIGTF+ LAJ In S J --F AfKX10/00.MiFJI TO tFd[11E MAT �tA1OtH S►W1 BE#C)f1 116- H- t,.�J{ • F11t7VtfJ!ALtOWrC[>ftAM'Mi� Q4 I � � ,1.`0\\ •..- "f 1•v'1 rIIIYFJt TA&E Lr/Q.M MMMAMD�l.Ow WTToI,OF POOL OR Q 8 PPNIM A DEWATIDWC[xtr UPC"POC'A.SO Q tAll O MMTEP CAN t0. pCTOP OF�( �'���A F'��L�uLNAT 3 uAl�11CF�. !!11 i 3M ..\ t].. � K PLS/�[T3'00 FROM LIFOEN POOL. `O a USED UIP& O A 9AF15 St�7VRl o � ' I � I I� -_ IA•SCK A�:PVC I PLATE-ESCUIS HEDN \ I , "'I CT 1'IT!t4>�1 II'-Tee j O 0 REINFORCEMENT SCHEDULE C- w I \\ • I ... _-_� O f O 9 ' A5T10 A.iiS GME� AA.i1S CiIADE f0 OZ - ____.ry � A !2+ 4 � `,1n \, � 'S T MDL � f" � -- - - A KA6RJS A BARS 8 WlE r MN. A OApS a 11All Z �" tro.c - c oseiro_c - i \ 1lxsT soCKE1s rr C TO Zr • CRE .� \ ' C as®1r O.C. - s' WJ Cc O 2!0'40 77 tI11 17 O.0 - Z \eeAD a/WOW SdALANr I s _ ,_ � if � w � T ' All AIr+0ll0 -�` -Ir aC O m Y z j 3'�TO 14" M tZ :.0 IIID 0 Ir O.C_ r 08•it O.C. R N � a+aTT1t• 26• a'•(r - �' = O 4r TO ST a o Tr O.C. .3 a tr O-C. Yr r9 0 Ir O.C. � d "0'Mi4 fM�1?O.0 o@fst2"O.0 t MO1r0.0 AOtTO. i' DATE: %ry�' 6 [Q3E. Cl CauC D1.1tt 6L+A1tS to Ml DQTDc O/t.!Six 40 'L I, Pvc�''V"/CaT 0"Fuaw urn+rndw►►AAL. AMPLY Ar:Ir•ox`r wpipt M.Iar+eoM MAAMUM POOL QEP7N 9'3'(9'6°WATER DEPTH)FOR THIS 5?RUCTUR.tiL DESIGN. r �ALA,t ol+ •ra eAu Q r►fa mrn+a/�F+L Ara to P+avvr cusrc3Fw HAf'<ORAllS Mai "'��'-�- 'bA•S awaltK PIf'A HwAraM that be labncared of 1 90'0 I) 06S Or 049 Wa11 .104 ]rw+o6S �'1 6wd106i W� 20#A 1 DRAWN BY. ED HIJENI a,�J11M x16...(061 Wacl lift STRUCTURAL DETAIL /� Ci wRN m:�r Indra Al band +hau ex •adfu, ,. w"(043 Was IS• -,�,s„• ' ` Custom O�r•ten7Kn�tandraAn•n avylabN on a SPecul Orcin bass 7 rM�S-0A S',awns 0Mwr0 30r A•or•1•d.mMS✓Mri Honiontaf Ona~KalI i.+.6465 . 3 60101 063 WM1 M• 1 Cu3tOnMr[O SP�Uiy• 7 H.�pM ♦ 7 6wn10N WM1 _19M s1:ALE. NOTED � ALL INLET U01%dram are also ava."tile upon r••quest 1.5« GYCOLAC G t B L. a r W JT7H IVO 1118-96 �1 tY]OL Ar AI'lT TII� E3) MTI: 1[YlA [!w M Irt1K EiEI@ TI 1[ l,[rTlnnWA��E rM C,pNTACT POGi MIIL000 !T ►Iw a r : 1•nv ►1101 YiR ra w a.10 t1uPOR DeTaCrICPIL !OKME 1INP40VAL A Ak"T WATM1 IT lnTlL1.D I' IAM nM TR.Wlw(DTI IF r! /lir THAD MAST in V.Vnvuv THAT MDOW STATM NIY-W VALrs ISI / CORfETt wGi1�` 1?►ucracD 6 ootow tI i c..F+TnavlrR Owck caac►Flrr�vcw I \ EQUIPMENT COMMON TO BOTH POOLS C IC01,0111111. I 60 15E r POOL N. •J:NTENANCE EQUIPMENT wttA.Lav t ' _ � /� I�. A V,N".UUM HEAD r PIPE SPECIFICATIONS Iz• Mtt: SWISS COAT n a LMIIII It 11x1 Cn Ctl 171Y i. _!_,..-_ r- ALL PIPING TO BE NSF SCHEDULE 4D PVC UNLESS OTHERWISE DESIGNATED ON PLANS AND wu+a IT T11[v MITI urllutlal. B LECUUMAF RA HOSE GOLJ3 30 I I / � 1 SPECIFICATIONS. IN ANY CASE All PIPING SPECIFIEP TO NAVE NSF APPROVAL VALVES ARE TO BE SCH 80 PVC BALI C LEAF RAKE SFJ6 ALT. BOND\ �' I 1 a' d gr41,1 pET,Ly �_ -p ;o A -ca3eA►.vG VALVES WITH 150LB TEST SPECiFICAIIONS BUTTERFLY VALVES ARE ALSO TO BE SCH Ei0 AND 1517 LB TEST I \� D l8"CURVFG WALL BRUSH rMs SPECIFICATION ALL VALVES ARE TO BE SIZED AS PER THE PIPE THEY ARE TO BE INSTALLED ON DO No REOI/CE I -% 11111e1 mu Tito el1[nlo6s E 2 -BTO 15' EXPANpO POLES L tV r $ww.SIM ,- PIPE FOR A SMALLER VALVE. IF A PUMP SUCTION NAS T-MILE 1 AND THE PUMP HEADER IS Z s PIPE OR GREA TER � A r ^_•_- _ - E1 1 5[T SAFETY EQUIPMENT W � � T�� I 1 v E rme VALVE AHEAD OF THE PUMP 13 TO BE :.S"OR WHATEVER SIZE THE HEADER MAY 8E. _.L�_ A : 20"COAST GUARD APPROVED LIFE RING 5/30' ROPE V h �� • WHEN NOT OTHERWISE SPECIFIED BY MANUFACTURER WATER CONNECTIONS rQ THE HEATER ARE TO BE ululc 11.1^ B 12' 50LID ALUMINUM POLE WITH LIFE HOOK Q, mRKTi was -. r MITI Krn 1 C� � �� � --------a• SCH 80CPVC 24"UPSTREAM AND DOWNSTREAM OF THE HEATER CONNECTIONS / �' BEER i 62 1 TAYLOR 2005 LIFEGUARDAND TEST IT FOR: I N ` O I �) N • r HAII IARO CrCOIA►C Srr029 t s' r__ ' 10 3N' f W Cb O L SLV-iITTING W iHREAD® CtiANURIC ACID 'WATER HARDNESS, TOTAL ALKALINITY i� I1 SLADTTW PL1K. ---'k- ,, f '��{ aa�rvc ; � � CHLORINE RESIDUAL PH ACIP DEMAND - - f +1� A Eam• 1+T �"" OU13t ft Fs►u3►f GAUGES O TO 60LO PRE SSuRE GAUGES ARE TO sE pLgcEo I off' I v' �7Z'� LE.Da � i ;AT[IIw x11131�' 't W � Q r ;` \ T Ii JE oFLcvT siLlcol iI StfllldNT j ON THE FILTER INLET AND ON THE PIPING OF THE Ou TLE T o IiAI v CV 1 y�,A,E11 TAE CPV!Our Ft6MH aLACT1 ARQID PIT[fTF9elIfl T}ylta ti -'y 6+.6Lt.TO w DE7'TT�GP ).9'. AT7I[•M/IfTJ415 AIS AM-L't A - I' �r SIT LCOPIE'EAC AKr lRGllO TNM!F TTrD .AND PTTs AT CKPITi� `l I �_ ��- P�To DaTAL L-ATTION OF T,i�S ]N.ERIOR FDCC94 COAT. P i P I f�C �► PRESSURE TESTING z j a• S. ,, ,/A. oN f�LErET10N OF rxCK INSTALLATION M11lE T BE TESTED AF IER 1NSTAtLAtION ALL SeSTEMS ARE, TO BE TESTED EITHER TOGETHER SKSP*,lR, •---� ( I7E /CL'MPWLSS EXPAN510N MAIERIAL CETWLF;N J I oiPfNr�MLS E TETOH \ P� )/�•x P OIL TREATED FELL\ F"GiLS CGYI1vu AND COWCRETE OF CfCK TG IE11F. STEEL,- 7R SEPARATE L v •PING IS VULNERABLE TO DAMAGE DURING CONS TRUC TION AND MUST HAVE PRESSURE TESTS 1 4/S• 1 9/C' EX r'TNOf JOINT. IRS( RLL A DEPTH OF 3/6' TO i!7 AND FILL WITH c r vF1tTIGAL k--- �b CeTTN Of G1EGK GL?ICRITE / PLACED ON IT AT SF',CIF TIMES DURING CONSTRUt:TION OR HAVE A TEST PLACED ON INSTALLATION Tr+Ai ADJUST�lNt\I ,aux© QrT p� 3 ppnpN,4L; r(n, �r.�i+ � �y�G A SELF-LE VELD.G FLEY.IeLE CALL KIT+; ) TYPICAL STEP DETAIL MANUAL 1/'AGl1lJMi - i'x i' alfa FLAT yEIT / MAINTAINS pRE55UR THROUGHOUT CONSTRUC TION TESTS ARE TO BE MADE AFTER INSTALLATION, AFTER PIPING WIFE MESH\ MJLL NOSE BRICK COPING w xut C1TCHE5 AND ROUGH(,RADE HAS BEEN COMPLETED JUST PRIOR TO CONCRETE DECK POURS AND AGAIN BEFORE �'-'�-"•-'�'��- r �T>s.t COFKREiE pE�S i' EQUIPMENT ROOM FLOOR l5 POURED A1�U EQUIPMENT t5 SET THE. TIME TO TEST BEFORE CONCRETE DECKS OR r - h DECK NOTE DRIVOENSINRO POE GROUND TER ALL SET UP WORK HAS BEEN COMPLETED AND THERE ARE NO MORE STAKES TO BE Q u u TESTING PROCEDURE y� BONG CREAK ���!\ CT daTE7E t CAP OR PL Uri All INLETS Akn OUTLETS J d .I - 2 US,NG EITHER AIR OR WATER BUILD PRESSURE TO 45 LB OF STATIC PRESSURE s _ 1 w►T1tR L.Dve r•rvG CANCxr;r I,\ e��RR TO*V Box y/a•µms, \l*_'1,TAA rcD 'AND HOLO IT FOR 5 MINUTES DOMRWO / CRiJSWW ROCK I Ir PR c P T r'.1+Is+✓ 3 LCiWER pRE55UR( TO 15L8 AND HOLD FOR MINIMUM OF 30 MINUTES ,, uND15TURR9liD PRE IS TO BE KE ON ALL THROUGH CONSTRUCTION BE AWARE THAT SuIL� IT WILL BE NECESSARY TQ MAKE SURE PRESSURE HAS NOT BEEN AFFECTED By E,YPANSION AND CONTRACTION OF THF PIPE AT EACH STAGE OF CONSTRUCTION I1 •- ( go CCwTACT IS To BE .SLLOWLD BETWEEN!*COLS \ I� NL}�.f:DO NOT USE WAS 1ER TO TEST FF CONS TRUCTIONWILL ENTER TIME OF YEAR WHEN FREEZING �-Ea4LSZ17e LJTE ASD a✓•IQ STANDA- MOLD C41'11`<,BULL NOSE BRIC9 LA►'r' Sam NOTE lJ CC"ING•c:OP1Nr,to ATAR BEDS AND GUNITE I COULD OCCiIR. IF WATER W4 S USED CND A DELAY OCCURS W COMPLt i10N MAKE SURE ALL PIPES HAVE \,TO Imran --- - OPTIMAL_ i BOE)ems, If BEEN BLOWN OUT WITH AIR R�- t- LSGMT / iwlJ3 tE-_.-- m DOMt OR �Sssppppspfs C3 FINISH CqD _ ZGK GOPTNG HYDRO SPA POOL OL-) LICM•T �'1 5 R l 05ILI AND ONE WITH A HYDROSTATIC RELIEF VALVE L7 p t. 3� 5� EGIFIGATIONS r• r-� 31 3 .501 IMC,IUIP CYCC'LAC B"GPA�ED MAIN DRAINS EACH W/t95 50 IN OF OPEN AREA � �'�/� �N 32 1 HAYWARD SP10995 SPA SKIMMER z v I 2 (N GYGL'�1..AG SKIi'rfMER Dc-TAIL 33 2 SWIMQUIP 15- 3E434 ADJUSTABLE EYEBALL INLETS ►- � = Z t 1 csr+a" PUMP PES OFTMIANCE 34 I MP PRODUCTS CvCt71.AC AUTOhAATIC NATER L.EVEI.CONTROL. uKDERwATER POOL LIGHT ___ ->- T 35 1 100W ilov UNDERWATER 5PA LIGHT vV/'.J'BOX .CC Lw -- uo 36 1 HAYWARD CYCrJI_Ai 5D1012 15' VACUUM FITTING W/SP10228 FLUSH PLUG H z STAINLESS STEEL\ - -r---� - - EsttaCPea+ ,^----- ,�.►--•--r,IBR.►LTax r,R.e RAILS r_p• ?7 1 HvpRC AIR 10-4310 _"+CQLAC VENTURI TEES EACH WITH A $WIMQUIP tt8434 Z Z Cn Q \� t CV S ADJUSTABLE EYFBALL'IrJLET WITH A 3/4" ORIFICE ATTACHED r-nAS5 WFDGE �. r,T .-- x625 OD x 0414 WALL i 38 1 SWAN STAINLESS STEEL DMS 101 HAND RAIL W/BRASS ANCHORS AND ST ST E5TUCHEUP!S ANC110R '� tYPY 5oa ST.STL. I 00 Vo 39 1 SPA STRUCTURAL DE PATI w 40 1 SET TILE LINE AND DECK DEPTH NUMBERS 2 - 3'0" 1 [?EC►t `i./ / (LRATED Paw a• - 41 1 5 to T[` APPRC)VFD POOL RULE SIGN CKAET a TOP OF BEAM 10 � +T- 41 i HAYWARD 01500 CART 2IpGF TVP( FILTE2 W/150 50 FT OF FII TER AREA AND A MAXIMUM CAPACI TIT OF 56 26 GPM bo I I 43 1 5TA-RITE MARE-GLAS PE5CL { PP CIRCULATION PUMP W/5"H 6 L POT AND A CAPACITY OF 52 GPM t9 60' TDH I 44 1 RAYPAC VERSA 155 SPA HEATS?R 155 UUO 8 T NAT GAS W/ELECTRONIC IGNITION � �---T u�u. ' I RFCE%SW I AND A 50 LB PPE55URE RELIEF VALVE LV iv ' 7 WDA TER MallFI h Lrvt2 %srEl►s P Io 4•t 1 BLUE WHITE F30U 1 5" FLUW METER WITH REAGIN65 OF 20 TO 70 GPM m o a~ _ I 46 1 RAINBOW LIFEGUARD 300 EROSION TYPE OFF-LINE CHLORINE FEEDER La La -4 �1- \ •e PATI(c l 30 - 41 1 STA-RITE MAXEGLA5 PE5FL JET PUMP W/5" H A L POT AND A CAPACITY OF 73G7PM N 60 TDH Z(Xz _ 48 I HANDICAP A55IST LIFT ANCHOR I i0 49 I BRICK COPING DETAIL SCALE: yr Pee r PVC/ � .• I, Is I DATE. ••IPET To FII.iT•R •• „ I• • oo a) �� BRASS CtJJAP I I 50 1 SDA DRAIN VALVE Or OF CIRCULATION PUMP 8I22/9Z+ STSTT<lA o°� , , •9 d� a , Io I o NOTED do oA I • 17' :.r T'HTL7ROStAT1G •I --------- _ 6$ '•' kYLIEF VALVE - 7-0' x 7-O• x wr,'- I•,• 0 our wM RQCK I 0 10 70 ?A 10 SO b 10 fW 1q 1 Ifo 110 I IO 1]O 140 ISO 160 110 19D 11K1 700 710 ,IO 2310 140 pRAAfATIl18Y: ! OCJ►r1010! suw 'a• e. ' o B - h,- - -+ ---.. ____ --- __-. , U.S. GALLONS F[1 NIMlTE ED HUENI •'� // 1�N LLE'rAT124 •A-,...,.,.�,�.,�R�-8-.....,,.,-. _---__..-__ `E: .,..�.v-. -- NOTE: SEVERAL PIECES OF IN-SPA EQUIPMENT ARE IDEPITiCAL TO THOSE �D _ °ay � ~ •�°' .�IIIP V � �� '- - •'�-' --- - SHOWN ON THE SWIMMING POOL DETAIL PAGE. THEY HAVE BEEN E'FIL)JEt.T GRAB RAILS INSTALLATION SWIMMING POOL ---•- , �- IDENTIFIED BY ITEM NUMBER FROM SPA EQUIPMENT LIST AND ARE F;YDRU SPA FOOL cYG0L.4c MAIN ouTLET ___ __ .._ __ ___- .___-- -- ITL NOT DUPLICATED ON THE SPA EQUIPMENT DETAIL PAGE. 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