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13745 SW 121ST AVENUE • YI. ink, r 1.. f y • I ! NOTE: ••• ••• I ^ MANHOLE FRAME AND COVER ' MANHOLE STEPS MUST 3E TIGHT AND FIRMLY A D // • • • . • • •� •• I ^ z EMBEDDED. THEY MUST ALSO MEET THE ASTM •Y' ',' •.• •+ • ••• ti < —� •%�I TEST FOR WITHSTANDING PULLING OUT. � Q . : ••• ••• •. . w • • • : • • • T RUBBER SLEE"«E _ t-t a" • , .. h C . IFTAINLESS STEEL- ' 1-1 is y I •• Al EXPANSI:3N BANDS PRECAST CONCRETE /^ � °i ,A a ADJUSTING RINGS _� y 5-3 4" E O I NARROW EXTERNAL RUBBER � ..• � � t' � i RUBBER SEAL EXTENSION PRECAST MANHOLE CONE , L_�— _ A. o v � ,�� ~ • I TO SPAN CHIMNEY HEIGHTS OF v ' V '• Y '" �" M 0-3" - NARROW (6"j SEAL ONLY * p G v• ' • OVER 3' -• 6 1/2" - STANDARD (9"} SEAL ONLY OVER 6 1/2" - 12"•- STD. SEA', + EXTENSION v ,.Y o a 12" OVER 12- - SEAL + MULT, FYTENSIONS COPOLYMER POLYPROPYLENE PLASTIC d a �. a'Q e f c INTERNAL MANHOLE .4 ; - - NOTES: CHIMNEY SEAL 1/2" GRADE 60 REINFORCEMENT SLEEVES AND EXTENSIONS SHALL HAVE A p v v• / O / MINIMUM OF 3/16- THICKNESS L13" CC I % L.- - RUSBER SHALT. BE EXTRUDED HIGH GRADE: i COMPOUND CONFORMING TO ASTM C923 - BANDS SHALL BE FABRICATED FROM 16 3-3/8" FOR / rn GAUGE STAINLESS STEEL CONFORMING PLASTIC SAFETY STEP Dt `°�♦tt TO ASTM A240• TYPE. 304 MANHOLE FRAME AND COVER '% V F-• - NUTS AND BOLTS SHALL BE STAINLESS j I ° . , . 6" O STEEL CONFORMING TC ASTM F593 — .. ° a '. D � I AND 594, TYPE 304 -ALL GRADE RING AND CASTING FRAME STAINLESS STEEL TOP BAND t p�pE� SHALL BE SET IN NON–SHRINKING GROUT • • v 1 \----EXTERNAL RUBBER SLEEVE STEEL BOTTOM BAND _ `gyp uj .' - ! #6 3/4- GALVANIZED BAR----,. AR --� 2 OUT •• � ad v p , EXTERNAL RUBBER EXTENSION MATERIALS: v I _ ° I 12" ! i Q % GALVANIZED: , :° a . D' Z u PRECAST CONCRETE ' #6 (3/4" DIA,) GALVANIZED DEFORMED REINFORCING BAR. Q REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. ADJUSTING RINGS PRECAST le GALVANIZED CONFORMING WITH ASTM A-12.3. - W a � MANHOLE CONE Ia uj • PLASTIC: • ,. TO SPAN CHIMNEY HEIGHTS OF: v Q MUST CONFORM WITH ASTM C-478. �'' v . • Its � STEEL REINFORCING BAR MINIMUM 1/2- GRADE 60. � ' V (n 0-4 i/2- - CHIMNEY SEAL ONLY MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 2 Q. =� OVER 4 1/2" - 9" - SEAL + 7" EXTENSION WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE t ' Q �'�/ cw OVER 9'- 12" - SEAL + 10- EXTENSION EXTERNAL MANHOLE WITH SERRATED SURFACES. N/ � � � �• 4"FOR GALVANIZED STEP cV i Z OVER 12' - SEAL + MULT. EXTENSIONS CHIMNEY S E�` ctI z < I � MANHOLE CHIMNEY SEAL i MANHOLE STL_P 60 STORM DRAIN MANHOLE C2 DETAIL � ' Tri USA �iV+°. '41­-k,,_' j � I Z � rh� I v� I a - u; - � �1 f= - N � u � P 4' CV in 4" IN N 12" IN SW IE = 220.00 i IE = 219.83 y B o o _ 12" IN S 12" IN NE QPSI IE = 218.33 E =OUT W3 IE = 218.33 I o i i r CD 4, Q til I Vii V 4 4. 2 4 , N rt c q i I I I � 60" STORM DRAIN MANHOLE C' R 1- I W µ, Z OLLOU DETAIL �ca W i cri � - Q 121 st Ave I ti/0 � �' � o PLM2002-00310 CL 7 of 20 — Sr If.L 1 PERMIT SET 0 7/25/2002 C402 1 f r„ ., a -. .., .. „` -.-.-•- ...�.., ... , ".. ,. n ,.,.,.-.,.,._...«+ . m+..,.•.,rw•.... ...:+,,.•-..n..w•+....+••••+n........ ....--.--,._. 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STANDARD CAST IRON A CH CJ E I U B W + 12" • •• J FRAME .AND COVER I El 0 _PER DRAWING 160-SA -STANDARD MANHOL- Q p Q p b' 6" • • � a TACK ALL EXPOSED • • 6.1 GRADE RING �_ _ C'1L11- MATERIAL w - - ••• • C - — PATCH AC " - SERVICE LATERAL PIPE SECURE 2x4 IN PLACE --SAWCUT- ^•• N ^�- ,___•A____-_ .. ❑ ❑ n a ❑ L7 —_ y TO GREATER OF 3" OR ,a v n ► C; _ (" •, •, a� - �� ❑ SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL EXISTING THICKNESS o n v, • .:�� - 'p 4„ MIN. TO PREVENT PLUG BLOWOFF L FINISH GRADE \ �•i �'.. / % U L} ID li0 w i• ` .°,' • • SANITAR'T MAIN / : N c G • ; '•' ° OR LATERAL / / p cep c q .' ' •, WATERTIGHT PIPE PLUG a a� o 'n \ E,"• WITH STOPS 9 7/8" O O U 000 p O 7 O U O G O O O O C)� I oo Q it a �.T ,_. O O O p o 00 C> p 0 p0 O p , 0 0 a n a NOTE CLEAN OUT INSTALLATIONS � MIFJ• •u, I t'� p o�O �� o 0 p O pp U Opo �� n0 0 p° U ARE LIMITED TO EASEMENT �i/ • . : p 0 L AREAS, OR MAY BE ALLOWED �� °'• " • " _--- - — C—_ 2X4 O O O O OO O O U O0 OO^ Q Opp p O e,• PROVIDE 3/4"-0 FOR A - -- - O p (� O U O 00 ON A TEMPORARY BASI I _ p STATION: DISTANCE: 10 NEAREST MANHOLE, v O ° O p OO O ° 00 O ^ p O O v IN RIGHT--OF-WAY I' ' ; r.c_Y .p�• MINIMUM OF 6" AROUND 6" SEC BION B— B (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) �p O� O `� C O q `'-` -- CLEANOUT LENGTH: SHOW DISTANCE FROM MAIN TO END Or LATERAL 12" C) O O �O UQ QO G a HEIGHT: TOTAL LENGTH OF 2X4 >T END OF LATERAL + r� �(�° 00 C 00 0�-� —_ STATION LOTA. AS SHOWN ON APPROVED SET OF PLANS J z p U-' 0 0 LENGTH MARKINGS TO FACE STREET p I O O O O�O _ �•;L;. '� �----- 9„ 12" HEIGHT ti�Ird p O �O O C CU �J ,• MIN OF EXISTING ° 4 0 2xa —COLOR CODE SURFACE O O 00 � CRUSHED ROCK O • � SECTION A — A 36" LOT# (GREEN-SANITARY) BASE ROCK ;� O o O0 o 000 00 pLAJ �., GROUND MAGNETIC SURFACE TAPE o ON O p 0 0 O O \ I O 00 0000000 :.:'a • NOTES: -- GROUND _- ° O O C) 0 ° O - e���•T•,:�5 eir,•a.v.: _ •.' .` . a' • ,'• " - 1/4" ALLEN HEAD BOLTS `<` Q y T I • / — 1__--- Ply F_ ?ONc_ -, -Z •:1'a:4• . r ;.••`••• , 1" TONG RECESSED �1 "•• - ALL PERMAN.ANT CLEANOUTS CO, LL J U; TO HAVE BOLT DOWN COVER / MAG/TAPE---- -- r .• .^"� (GREEN W/BLACK LETTERS) . -: PIPE /, �.... u := ;° © ° A ' ; ..< NOTE: '� ;. �::.•• A .. v . gyp::. . •�.! 1 I 's• •,•. .�,� J�\ -2X4 • d •• :� .. /v i ..�,•�- � �: _e • o `Q—a •: •. Q -_ TEE CUT TO BE DONE AFTER BEDDING PLUG EXCAVATION .AND BACKFILL OF TRENCH / U CONCRETE_ ENCASED J </4" t)� BOTTOM OF WYE. J 3 4"-0 18" p FOR PLASTIC PIPE / 0 ,,� BACKFILL C'OP�tPACTION ' Lu O Jr 1UM SLOPE FOR k �. o u •° p��,qu�r�,v�° ^° ' Mllv�h 3/4"-0 PIPE ZONE 4' (lr . 9.5/0 1�-L r^ � ° "OPO 6" PIPE = 0.010 MATERIAL AS SPECIFIED W v J rJ0'L: CONCRETE ENCASE ENTIRE WYE SECTION AND 46 BEND IF CONCRETE PIPE ;•poLau c A° 4" PIPE = 0.020 ' �' DOWN: 90� n CQ DETAIL. �' SUPPORT TEE WITH (PER AASH TO T-9!:;I) BEDDING GRAVEL, U-i UJ MINIMUM 2'0" `NIDE ELEVATION 111 U) j STANDARD CLEAN OUT CLEANOUT FRAME & COVER SANITARY SERMCE LATERAL T-- CUT ASPHALT DETAILS I � Q NIS / USA DWG. 150-SA NTS / USA DWG. 160-SA NTS / USA DWG, 170-SA NTS / USA DWG. 285 LOCATE FRAME AND COVER =' OVER LEDGE OF AT LEAST �---� 12" IN WID1H „ SAWCUT NOTES: SURFACING " G -MANHOLE DESIGN TO CONFORM WITH ASTM C-478 � TOPSOIL MATCH EXISTING MATERIAL .AND DRA.W;NG NO. 010-SA � OR AS 1 DIRECTED 0 n BASE MATERIAL 4 � o a 48" • 1. ENCAPSULATED �>" -._- -_-^ '� a RUBBER G,4SKET v A' O O } a Y x m V` d a a '. h ' h `d � � 4 MAXIMUM 27" FROM T F I PVC S K I v a Z _jm a SE FRAME fd NON-SHRINK a �� i i �v I N¢v, U ~ Ln TOP OF FIRST STEP R UT INTERCEPTOR 12"MINIMUM d / v o v^ "O w 2 ~ Q TG TOP OF CASTING - G 0 plpE FOR CONCRETEraJ a NOTES: D a.G n I u �. c' T IN NON-SHRINK GROUT SANDED Q v PIPE / nd •_ - N P ---- GRADE. RINGS (2",4-,OR 6' d - MANHOLE TO CONFORM WITH o BELL FITTING ne. 0.O• ASTM C-4711 iTANDARD ECCENTRIC -MANI*IE FRAPF AND COVER '3' CONE 16 ;f,(ry",1l(ry!r' r- �-• , W c I n-• z `1, AS SPECIFIED SEE DRAWING 110--SA/120-SA _ — � ' SANITARY I T A R Y C W o o �� `° d V) - ALL PIPES ENTERING OR EXITING IN PUC SANDED BELL \ z o zoi-m �, `�,��' " ,rP nfr ' a �da •%f' �J SHALL BE WATER TIGHT ° Y .• e, N O a Iv u w x ly -CHANNELS TO BE 3/4 VE:RTICAt. o o ' - •a o ° E" MIN. -- 24-3/4 !-' DO CL a e UJ, �P w HEIGHT OF PIPE-SMOOTH FINISH n o v v � v I °O o 0 0 0 o D o o ° O o° o p7/8 , -RAM--NECK OR KENT-SEAL TO BE •, 0 1 O o°0°o 0 0$ o ° o ° 0 r, _oo USED ON ALL MANHOLE SECT'ONS �°° 8068dPo oo ° ° 0 ° ° O °�'"�"g° MANHOLE SECTION O° o� o-0 8 ° °0 a O o CL L U_ -INSIDE DROP MAXIMUM 2' •D �p O o O o 0 00 O 080° r}- _) o I�oOp o O — 226=MIN 6" MIN - -- - �� VARIABLE 1'-4' O 8 o O o 00°�0 000 CL ° 0 0 ° ° 0 °-.c%_-9.% R ° ¢ cr 6" MIN BEDDING BELOW O U VERTICAL DISTANCE INVERT TO INVERT KORNBAND fid' g ° ° o ° pg 8 'O qo° Z O "� N MINIMUM HEIGHT OF STANDARD o n 0 0 < c�fo TO HE S� .- STAINLESS INTERNAL A %a °0 0 0 0 O O °o o,>a 00�p°° Q OUTSIDE OF PII i HELL u 1 2 a- O V O O C' li O cr C> W Ol STEEL BAND ��-- 27 � z <J U �) k - SEE DRAWING NO 100-SA MANHOLE STEPS - - NON-SHRINKING GROUT CONSTRUCT CHANNEL { i - 25" � a ----� 0 cc C) n C`1 - KNOCKOUTS TO BE USED MIEN STUB OUT PIPE e FOR CONCRETE PIPE P.ND SHELF IN FIELD I �+ N r,` . "• W�, I c, IS 3' OR LESS � r a• INTERCEPT '" a ° - MIN. .20' FALL BETWEEN INLET AND OUTLET ., a PIPE I 3" 7' n r 4� 48"MIN. / P _ 51: - 3" TRENCH FOUNDATION �} �a 2 Q , FLEXIBLE _ - STABILIZATION, AS RFOUIRED I; O til W 12 MAXIMUM 1"/FT. SLOPE CONNEC[OR Q • In \ 1" MIN. FROM TOP OF FOR CONCRETE PIPE .023 tJ PIPE TO MANHOLE I 24-1/2„ k SECTION KORNSEAL B001_ I II cvI PIP - n 31 NCTE: \I v 0. �• 1, SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. CN Or m 2. JOINTS TO BE TACK AND SANDED. O — _ - 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. ; - - 12" OF 3/4"-0 COMPACTED 8" MINIMI(M CONCRETE ,;:4 , ` NOTES: BASE MATERIAL • '' 1 SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STRE A �';; , • ' �••T__:r_+� � 2. COVER �,ND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 6 MINIMUM N z. +.` 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. APPROVED BY NO SCALE " 4, NOTCH LID FOR LIFTING HOOK, AGUSTIN P. DUENAS ►- q ENGINEFRING DEPARTMENT _._ ----- TRENCH T DWG N0. ' I312 SMI NAIL BLVD CITY ENGMECR TIGARD. OREGGLI 97223 ^ J C� SUBURBAN & STANDARD CITY OFT1GARD f�;3es:-i»i - MARCH 1ss13 BACKFILL `{J STANDARD MANHOLE PRECAST CONCRETE MANHOLE BASE MANHOLE FRAME & COVER 121stAve 13745 APPROVAL PATE - --_ E SHFF_ T 4m ' c v NTS / USA DWG. 010 NTS / USA DWG. 020 NTS / USA DWG. 110-SA �>'I"[vl`002 11111111 PERMITSCT 07/25/21�02 C403 8 (11,20 , ri':Ca'..:,rUT%hM.n,,,. ,..., J:' k"I.m. R:;..iR1A � .... ... ._•.—....-_..___,.. ........._......'._•.-.ww.^.. rJ.,. 'V.' milli :. ,r. _ i..o•wrYr� - wa.,e:,»... .,.-:Wb!OI/fl+,r••7i.7�1ID ., � 1111 1111 III}fflle{III lllr IIII 1111 1111 1111 i 11 IIII IIII 1111 IID IIII ilU IIII ILII I II 1111 1111 I�I1 111 1111 1111 IIII IIII II{I I -Ilwlll�llll It I Il 1111 fill 111 11111 III illi IIII III II 1 II I IIII 11f1 IIII IIII II{I It 11 1 111. Ilil !.II 111111 II LEaiBiLmr STRIP Cm� I ' I I I I I I I j'�� I i ► I i i I i I ► I �j �I ��� 10 rmIO 11 IQ 13 14 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 •a, I 8 1 I I 01 � � NON I � to Z 1 I I, I Y. I , r� n, `1 t• :3 I T M v; " I r, ,., a .. .. , , _. '�.'�:aN,rKWIR��ih'4�WMt!�ikVL�1 �..., .. `. .,t: {' ��I ., .. .,. '. /.ov >�L•WMW _.. ,. ..,..•h i�y,:,SIA ,l rt rtl e • � r SIDEWALK ADJACENT TO CURB A .. .. OUTSIDE OF WITHIN ''1 li •• PAVEMENT PAVEMENT i'! � "jlli 18' CAST IR❑N 310 r. '�'" ¶I' j VALVE BOX T❑R <t 1 A LLQ' i ..7 ( 18• BREAK FLANGE S I 1•. o A c� I 3' MIN. SIDEWALK A MIN v � 6" MAX. a y 18' CA ,I IRON 910 BOX- `� PLUGGED TEE PLUGGED CROSS - "�'-r ••• ••• Q) 00•, c BEND PLUG OR CAP '} T I ••• ... ! . PRnVIDE 24' BY _ I � bo �' 1 , . ... . . . Ct 4 THICK CONCRETE t• _ - k'IEI '_ _ <.� '�': i ; ' r '; f A k --- � _„w�l _. Ili 1 1/2" 3/4' DRAIN R❑CK TAU (_.EE NOTE 4) _ .: HAND TAMP BACKFILL r =r- _ i /- i ` C o 0 0 TAR PAPER (MOISTURE'- BARRIER)."> AROUND TOP SECTION 6' MIN. i 6 DUCTILE IRON PIPE I o v2 - -.L2' MAX, 1�T T 1T�'fT I �-„ ,r _ _rr «{"'�I+-Sllm;. -:ll�n: RCSTRA'N ALL JOINTS W/ � �� � N N 'FIELD LOK" OR EQUAL GASKETS 10' t° LATERAL PLUGGED CROSS TEE "' "' co CONCRETE THRUST BLOCK SCHEDULE ti 's c 6' ASTM 3034 PVC - T ,• (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) h �!\ 6" MEGALUG RETAINER ; �• ��!� I FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' GLAND (EBAA TRON)� �,� � • OPERATING NUT EXTENSION SIZE (INCHES) PLUGGED CROSS BEND BEND BEND CONCRETE PIER6' GATE VALV BLOCK -- (SEE DETAIL N0. 505) 4 01.9 01.3 --- -- PLG. x M.J. ------ � 6 04.0 02.1 01.3 -- SIDEWALK WITH PLANTER -- I L 2'0 M.J. x 6 FLG TEE 8 07.1 03.9 02.0 01.3 - STRIP AT CURB o 12 16.0 08.8 04.5 02..3 PLACEMENT OF FIRE lJ- 16 28.4 15.5 08.0 04.0 SIi)EWALK I hI� RIDE 3� ' MIN. PL❑ACEMENT ❑FDRANTS RVALVE -" - LLJ 24 640 34.9 18.1 09.1 -1-_ Tom,' MAX, BREAK LANCE FIRE HYDRANTS MUST BE PLACED AT TANGEN 'I`AL�. BENC� TEES AND DEAD END�PERMENANT AND TEMPORARY) SHALL - _ USE RESTRAINED JOINTS. SEE SHEET C201 • '' ' �; ,, OF THE CURB ARC. TYPICAL PLATE^;ENf OF VALVE NOTE ? ��' „� `x `tiif �ir� `i"£ =;JL4 , ., PLACE VALVES AT THETANGENT I ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN OF THE CURB ARC. 7' IN FRONT I- ,,'�- -�."�'T'. 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(❑R APP'D EQUAL.) 6' HJ, 5 1/4' MAX. 500' \�� ., .� ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO ❑F FACE OF CURB AND/OR lU' `, O COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING M'✓� 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LIFT WITH THE FELL❑WING BETWEEN VALVES VES FROM CENTER LINE OF ROAD T USE THE FOLLOWING EQUATION A. OIL RESERVOIR ESSE S , _ 1� VALVE BOX NOT TO REST �_-_ BEARING AREAS _ (TCST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) B. BRONZE ACTUATION NUT _-• ON OPERAI'VG ASSEMBLY. C. BRONZE SEAT RING �- NOTES: c 1• STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE D. WEATHER SHIELD CAP NOTE 2) OPERATOR EXTENSION ( E. SAFETY SLEEVE COUPLING - REOUIRED WHEN VALVE NUT 7TSEE DETAIL NO. 561 ' ' 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA 4. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURB_D EARTH. F. THREADED NOZZLES WITH ORINGS IS DEE► ER THAN 3 FEET �ci� 24� 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. G. NATIONAL STANDARD THREADS 2. VALVE PL. ARE REQUIRED .CIT EACH VALVE L❑CATION .' L[ FROM FINISHED GRADE. �f 4. THE REQUiRED THRUST BEARING AREAS FOR SPEC '_ CONNECTIONS ARE SHOWN 2. SAFETY CHAINS TO BE REMOVED, I 3. VALVE BOXES CONSIST OF 6' ASTM 3034 PVC RISER U 3) CENTER VALVE BOX Gi: ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 5 SQUARE FEET BEARING 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED AND 18' CAST IRON 910 COVER AREA REQUIRED. BY DISTRICT FIRE MARSHALL. , AXIS OF OPER. NUT, 4. MA':IMUM SPACIN,.! FDP. VALVES IS 500 FEET L _l_ 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 4 HYDRANT TO BE INSTALLED TRUE AND PLUMB. (n INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS �■ 4) PR❑VIDE: 24' SQUARE BY 4' THICK I N❑ OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. CONCRETE PAD AROUND VALVE 24'--- -{ PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE W J I SPECIAL PRovlsioNs. 6. 1F SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. -� Q BOX OUTSIDE OF PAVED AREAS 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12' AND LARGER PII'F . 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON BY ENGINEER, THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. !_ FEET 9. STORTZ ADAPTER ON 4 1/2' PORT. cc CL APV90VE0 87 NO SCALL APPROVED B+: NO SCALE APPRO40 By� NO SCALE APPRD•EO By- NO SCALE � � � O AGUSTIN P. DUENAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS ENG;NEERING DEPARTMENT --_ __�_ ._ TYPICAL GATE DWG N0. ENGINEERING DEPARTMENT STANDARD THRUST D�lG NO. - ENGINEERING DEPARTMENT FIRE HYDRANT ENGINEERING DEPARTMENT TYPICAL VALVE co City EN7v,EER DWG. NO. {,,� Clic ENGINEER DWG NO M tltM S.N NNL qvD Crtr ENGINEER � � t]t25 S.w. NµL BLVD. CITY CNGINEEF. j, �••-r^ r]t25 S.w. riAEl 9iv'p. ,f ,-"� t]t25 Sw. NAI. BLvO. W TtGAF9. OREGON 9722] T,CARp, OREGON 9722] .Y`��'{a� ' TtGARO. OREGON 97?23 •c 1x,7•�� TIC.,Wp. OREGON 97223 ~•L• r VOICE (503) 83;_7771 MARCH 1998 VALVE 5�J 3 - - VOI E, ��3;53•720; MARCH 1998 BLOCK 5�Q '" ��zE f o3; 63 -4171-7297 MARCH 1998 ASSEMBLY 5�2 rAX X503)664_7297 MARCH 1998 AND HYDP.ANT LOCATION r^ C" OF Tt(3AR0 FAX crTY OF TiOARO GRY OF 71GARo --- CITY OF TIGARO -- 5 5ti- APWhrIAI GATE APPROVAL GATE APPROVAL DATE APPROVAL DATE Lu - 7'-0' - 8' PtJE 18' CAST IRON 910 BOXES1 SAWCUT 3 -O' 6'-0, _L SURFACING 5'-6" FINISHED GRADE-, 4` MTOPSOIL MATCH EXISTING MATERIAL T AX. :- J �INI` H -RADE x--18' CAST IRC!N 310 I LOT TO BE --1 OR As / V) Cti1 J n DIRECTED f r VALVE BLIX TOP m q SERVED „u - -J� BASE MATERIAL J - U z 2' BRASS PLUG - - - 1-- Z • i� Li TYP GATE VALVE HAND TIGHT I a -3:) �_ �, (SEE DETAIL NO, 503) �-2' ADAPTER COPPER w Y Q o 1 a SWEAT TO FIPT o `v I - 4 1 c oLLj PROPERTY LINE �, 2' COPPER TUTTING H �� 0Cr 4- a ill 1 M*T"� Ar.: (TYPICAL) JZ JU az 4 u 3 In U U U a U U _ - V SCH. 80 STEEL PIPE SHAFT Q \ 1'-0" 1- . .''' > d a I a 2 JO. OPER, NUT OR V SOLID STEEL. ROD f SLIELL COPPER U 1- _ - \ 1/8' MINIMUM ---- 1 ��J/_� �\; � i/., •• , ''•. r::T�\ `\� /�? P 'L�TY \ 1/4' MAXIMUM 1 d �:'Z :• �,_ • 6' wAx. PROPERTY LINE AND LOTW � CLEARANCE 0 �., i \ Q Cy '7 tit C\Y NUMBERS MARKED IN WHITE \ 2 ADAPTER COPPER ` j o �- --- - 1-- -� ±- SWEAT TO MIPT >.- �W �, a_ ? PAINT ON FACE OF CUR13 = \ TYPICAL STRADDLE BLOCK - CONCRETE PIER BLOCK ?,, GW w Lf) ca `�' ° o-' U 1A r w a .,-� Z•- w (SEE DETAIL NO, 5F,1) Nva I �U „� a \- (SEL NOTE 1) TAPPED � ` f x PLAN N❑TE` TYTON JOINT PLUG DR Q� r ,ROCK GUARD 1/4' STL. PLATEty \\-2' Q TO BE 5 3/4' DIAMETER 1, THREADED BRASS PIPING M-2. CAP WITH MEGALUG M ` MAY BE USED IN PLACE ❑F RETAINER GLAND w/HOLE IN CENTER TO .y ACCOMODATE MOVEMENT COPPER TUBING OF SHAFT 6'-6' PERMANENT 6" MIN 6' MIN ; SUPPORT COLLAR WELDED r I CI_ 2 1/2'x 2 1/2'x 3/8' LONG TO SHAFT 6" MIN BEDDING BELOW o R STEEL FLAT BAR., OUTSIDE OF PIPE BELL CN f b Z � CN � UNDISTURBED RETAINER GLANDS STREET PLUG ❑Rm"rc q U RI EARTH (2) REQUIRED EDGE OF PAVEMENT ,c Q �, CL v I GJ ! I ASTM 3034 PVC PIPE � a\ I 3'x ,►'x 3/8'x 2' LONG MJ GATE VALVE "' STEEL SQUARE: TUB y,� � CUSTOMER SIDE - -- 1'-0 �• �;�� \/ \,.'��� �, �: I � �,•.` AND VALVE BOX COMPLETE ���r \\ \ji ,- 1-A% � r uJ i s, Bei i c- a • !y � 6 A AIR GAP - : .'. '•: � TRENCH WIDTH PERMANENTL� � Y-,, 2 x PIPE 1.D. (M1N) •' � q AS REQUIRED ATTACHED PIPE �� o 12, . . MIN a J �I'�' � .. ..: ... .. •= 4'. 3' 1 3000 PSI `\Akd � - \ �-� \ I o -OMPRE; HOSE EC SIVE STRENGT • ,1 \ I � "UNC. THRUST BLOCK i CONN' e — n) AGAINST AGAINST UNDISTURBED `n ' k_AR7H-BEARING AREA -•� --- \ TO IRRIGATION ro�•.� v a o Q 1 [IN BOTH SIDES OF PIPE °p s (CONCRETE DIMENTIONS TIE RODS WHEN ARE MINIMUMS - SECTION REQUIRED, AS PER I WITH AIR GAP i REFER TO DRAWING NO. 5 0 MANUFACTURERS OR BEARING DATA 12, RECOMMENDATIONS o TO RESIDENCE \ --------�� .-f M 1 N - RPBA OR DCVA - TAPPED 2' m� Pl_.AN AS REQUIRED- - EQUIRED- PLUG, CAP O� Z WATERLIR f ----- — F T OTHER AS 0 3 Q O__j T: an d METER BOX METER REQUIRED S z O U DOUBLE CHECK �! VALV � I oo � �- i I Z _ � VALVE ASSEMBLY VALV � n -- Jcto _ uj ` I cr O Q Q W d ! W CD - 1 � w / o Z -- — M ,- I WITH PORTABLE ASSEMBLY � o 3'0' o o 6. O TNT "l I DITCH 'NE -1 `n 0 V UNION EACH SIDE R?BA ❑R L'CVA AS REQUIRED RETAINER GLAN Di C L, p g,- Qo I w � 2'-0" 1 4'-0' Z a n CRUSHED ROCK BASE A T L1 MIN. MIN. MAX. V) J LELE V,- T 1ON CHAPMF., WATER w Z a z rj) VALVE-, /METER LAN o 01 `` G — \ N z O INSTALLATION SHOWN IS ONLY A SUGGESTIi;N. L- RETAINER GLAND(S) ;n Q o a (QUANTITY BASED ON PIPE SIZE w o z I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. STRADDLE BLOCKS TO BE USED AT- a z u 2. BRASS, STAINLESS, GR PLASTIC PLUGS TO BE INSTALLED IN TEST WITH TRUCK MOUNTED ASSEMBLY 1. END OF LINE BLOW OFFS Z I— o COCKS IF BE!OW GROUND INSTALLATI❑N. W Q 2. BLIND TEES • ` a a `�' 3. BLIND CROSSES O w z z 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, z m J L 4, VERTICAL BENDS � AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTAL LATION. Lu Cn A..PftwCo to NO SCALE AvoWo�Eo 91 NO SCA,E /\ .P?nrvED e„ NO SCALE Apov�t0 e• NO SCAL' O AGUSTIN P. DUENAS AGUSTIN P. DUENAS \ AGUSTIN P. DUENAS AGUSTIN P. DUENAS — LV ENGINEIRING DEPARTME`T ------.---- DWC, NO. ENGINEERING DEPARTMENT VERTICAL BEND DWG, NO. \, ENGNEERiNG DEPARTMENT -- IRRIGATION DOUBLE C'X-S. ,NO ENGINEERING DEPARTmEN- -- -- MINIMUM PROTECTION FOR p'NG. NG z � � I G,' EWWCN Cm' E.•.Gi EEN �. T]Iri :■ 3N Kw. STP"..DDLE BLOCK ,3,25 5 OREGON MaE ��. , C:Tr ENGwEEn �'* t3t25 S.A. wu.E BtvO R t3t25 Sw. Mal BwD. C�*r EM;ttiEEn � � � WKL (SO] e]ti •t7t vDICE 0.( ) i f2'T7t vOtCE� 503) e79i`223 TOF TMAAM �l0>) 6".40' MARCH 199B 5fi 1 \ rC (S03) 639-.41 71 MARCH 1998 RESTRAINT MARCH 1s9a _— CHECK ASSEMBLY TICMO. �'�)G o°:2t�'t _ �••�, 5 6 3 Cm OF YMARO 5 31 CRY or n� sx,) GOA-7297 MARCH iy98 FILLING TANKER TRUCK 573 W W _ _ �So3y ee.-2ieT , �Y APPWNA.L DATE (A1. _ APPROVAL DATE APDROv. yTE APPROVAL :.41E r,_ r . SAMPLING STATION THE I'UPFERLE FLUNDRY CO. ECLIPH NO. 89 1" TANK VENT r (TO BE SUPPLIED BY CONTP.ACTPR AND MSA VENT CAPS ,NSTALL.ED BY TIGARD WATER DISTRIC i) BROOKS # 37 METER 60X WITH 1/4' BALL VALVE: IN PI ACE OF 1/4' (2) BOTTOMS REQUIRED- LO ---r- PET COCK ON VENT. I ti 4 3 1/2' 1 -0, BRASS ST,)NDPIPE 6" MAX --►i Z 1 " STREET ELL BURY 1" UNION 1 112" MIN 8" MAX Ll'' 10-C STYLE 1 " AIR VALVE ' (COMBINATION AIR & VACUUM)64 ct i I 0 18' `>1J VALVE BOX TOP (C.IJ (SEE BE O W CONCRETE Li--' i--6' ASTM 3034 PVC PIPE % 1" x 3" BRASS NIPPLE -1" K ELL 3/4' BALI_ CURB VALVE W/ --'-`- W u z /COMPRESSIG�d ENDS MUELLER B-25209-3 �. 1 ' BRASS 90' ELL 3/4' AWWA x r LIMPRESSION -� CORPORATION STOP 1" COPPER TUBING ' �- 1" x 6" BRASS NIPPLE MUELLER H-15008 I 1" BRASS COUPLING L CURB STOP 2 `Z3/4' K-SOFT I E� n. COPPER (DOMESTIC) 1" OFF CORP '40' ELL EV Q -3/4' COMPRL.SSION x MIPT MAIN 18" x 12" x 2" CONCRETE PAD CL. 90• ELBOW 1 CORPORATION STOP v{ V to tJ MUELLER H-15531 �' d ^ I �-SAMPLING STATION NATES: { /,-- CONCRETE SLAB 1, FOR 12" AND SMALLER WATER MAINS LLI Q ' I 6' 2. VENT PIPING TO BE GALV. x O a MIN ~� 2 q� C) �I ��,` `• I _��� 3. SLOPE COPPER TUBING FROM Lo 1 J \ F MAIN UP O AIR VALVE 1 MIN 2 �6, 4. LOCATE AS NEEDED OR REQUIRED i :-3j MIN MIN S� i E`1 5. CONTACT WATER DEPARTMENT FOR ACCEPTABLE DFVICES. KE KE off, PROVIDED BY DEVELOPER, INSTALLED BY THE CITY. o 1 ,\ ArosE~ED a. NO S h[ •vw ° eT NO S.A E 7, Ln AGUSTIN P. DUENAS AGUGTIN P. DUENAS CC / 00110MM DEPARTMENT ._ ___ .. T ENGINEERING DEPARTMENT -- ---- ---.— � COMBINATION r an tomEto DN'. NC cR. E•C•Et• — DwC N.1 V) Tal uT� s-■ NATE nve vt2s st• MATE a.w. Truro, OR100",+12] SAMPLING STATION _ TSAM. opt«,, ,>223 -- " ' VoEm (s.3) sL-an � ��(� 121st Ave 13741 �� Q y°�' t(NU �'"T' MARCH 149E 5724 -uc (503) ,Iv.-t»T MARCH 1998 SIR do VACUUM 1ALVE v I'LN12002-0031t1 �i cm QF TIOMD {A' 1103;w_2ta -----_ — __... CITY OF TI(�IJtO — �.1 111111111111111113 ARW■l+•E DATE Apol"a CATS 10 of i0 PERMIT SET 07/25/2002 ! (405 .. �. .. ...__._........—,...�.•..M.,1....._, ...-..»._........ ...._._......._.....,......-.+...................nn...r..+an■aft•A!!+'r_•-,..__._.....-..__—........_.._........,..-.,.._._.........__.,_... ... ... - ..__._._—..-_.. _—.__.— _....___•._....,.__..-..__.......,..... ....._..,....-....�.,�......:....�..�...,_._.......,- -...._..,..�........_...._.�..,.�_..._.__....._ ....-._.._.. ..--.— _._...,....._.... _.• .,.__ -.----- ---•-_._......._._......-...-..,.•...���..... _.._..__.....�._............_.__...........r-.�.+..,...--+.r...w.w+MTlr+.-.--.�..._,......_.__......_..._.......,._.....�...,.-.�_-.—.-.m.. ..._..,-.�.......�_•.,,.......w�.......e... s+,,;iW, ..-...., ,.4w.a .IA•nwblgae.�l' I ., �, '.xw.........nh.'w'' w....,,•..,a•,np•It■tlrin.E�,...,..... - Iil .Illi!IN Tilt 'Ill In rill 141(TIN}1111"11ti 11'1 1111 'tl!:It 1 ! ""°'nAf ' •tAL011' :Jl.:hiQM fM.f1, (;�'1 I I I' I' I � I I I I }• !�!'I!III!!IIIIIIUIItItItllilt!Illll�!III Iliilllll 111111 IIIIIIIIIIIIIIIIIIII I 11 I ill I I !1 IIII!!!'IIIIIII 1 1111j1111I111111! ±I ;I,II!IIIII ' LEQNNL"a,►RIP o I 1 ( I 10mm.tcm 5 E A I 2 13 14 I It! 17 is 19 2b 2. :_2 23 24 95 2e 27 2.6 29 3V $I I 1 of 9 J HONI OF 1 1 � 111���1���.�•�tl�����l.!>�;�.I�utl�.11+ . ! ' I � 1 '. �i� .l 0z I t1 it ]•:4 D.,wp WOYa"'Y+rM'11.t1 ..,'p:� •yµyp,Fp ..,,,.pr,u,J(.µ..r'M•w rii .�}yITy.�jy I i ;I !i I� a 1 CONSTRUCTION NOTES v oo 11x � �-- I /- 1 CB #26 RECONSTRUCT EkSTING CATCH"IdAbIII h e STA. 1+30.71 y, c TG = 336.61 �' v I IE OUT = 333.94 12" DIP •' o W/ 9 Lf` 12" DIP 0 S=O.C461 MH AL1 RECONSTRUCT EXISTING MANHOLE (SEE C105) 2 1 \ , �, ' STA. 1+36.08, 5.38' RT ° o 7 ADJUST RIM TO =1 337,30 01IE IN (NE) = 333,51 12" DIP 0 0 0 I ) " I _ I IE IN (S) = 333.34 12" DIP II 9 IE IOUT (W) = 333.07 12" CPP ,n 12 l I v v (31 CB #2-7 RECONSTRUCT EXISTING CATCH BASIN I �m �o � ; G 4 �J I I a I �� STA. 1+34.07, 13' LT TG = 336.77 _ IE OUT = 333.83 12 DIP / 2 LF 12 DIP 0 S=0.0773 i I i _ O ADJUST EXISTING UTILITY TO GRADE STA. 1+62.97 - - - - - - - / ° ° I _ n n • .e . r •,, •• d— ., _ —T _ - - _ _ BEGIN STREET RECONSTr'UCTION • �' �• •a T' '•, d.ia I ___'`' L ` - - ° I I SAWCUT ASPHALT, CURB AND SIDEWALK �-� g - •e'- �.:; �- ••" I I � � A i I PROTECT EXISTING STORM DRAIN 10 ';I I _ - - - I -- ° V A_ .� - - ►� C� S1., 1+24 58, 26' LT c O I I CONSTRUCT MODULAR MASONRY RETAINING WALL IMFMATCH EXISTING ROCKERY WALL BOTTOM WALL = 336.67 I TOP 'NALL = 342.00VV N Q' LSTA. 1+20.00, 39.13 LT CONSTR� � I - ,-- I �� �, I ' ' - -• - BOTTOM/ CT LAR MASONRY RETAINING WALL s � � -�- 0 1 - _ \ 1 - -- TOP WALL = 342.67 I / Ug STA 1+25.06, 24' RT �-.1to CONSTRUCT MODULAR MASONRY RETAINING WALL .01 o MATCH EXISTING CONSTRUCTION U • • - I i I / 30TTOM WALL = 336.47 1 • • d- - `- `--_- �-- TOP WALL - 339.80 r- •e /, • ., 4. ----- --- . A - +19 9 RT --------------------- - � ., 4 � � ---._.--_____ 1 __.___ __, / 1 � I I 9 STA. ? 4, 35.94' -- -----`---- ----- - doe e + _ -- - - CONSTRUCT MODULAR MASONRY RLu j ETAINING WALL - — \ 1 __ 1 - BOTTOM WALL = 337.80 TOP WALL = 339.80 c< n s c� L0 _ TE. 00 -- - - - I I `• T - - - � 10 CL PORTABLE TYPE III BARRICADE OR CONCRETE BARR'ER TO REMAIN IN _'LACE UNTIL CITY U O - I_I_. _ \ \ 1 s 1 s I APPROVES REMOVAL. PLACE BARRICADE OR O � Cp - -- I r BARRIER AT CURB RETURN. J U � O -- 00 EXISTING ROCKERY WALL 4 � 6 1 _ v I 11 Lu � N I T i � , 11 ` II I I 12 EXISTING MODULAR MASONRY WALL W LU SCALE 10 0 10 20 -.�—_- --- --- LOT 6 GENERAL N 0 T E S � <: ( F-EET ) 1 1 1� . I I: I 1 I 1 INCH = 10 FTI f J 1 '.I I I I 1 I . I I I I (DTHE DEVELOPER SHALL BE RESPONSIBLE FOR LANDSCAPING / RE-LANDSCAPING ON SW TALON LANE TO THE WEST OF THE PROJECT. COORDINATE WITH PROPERTY OWNERS. V) 0 COORDINATE RETAINING WALL CONSTRUCTION WITH PGE, 2 VERIZON, AT&T BROADBAND AND NW NATURAL. PROTECT EXISTING UTILITIES A," ALL TIMES 1x F- cim U) L— CONTROL �6`'> �^ �T � y�� o w — — W LINE o as I r � b; re 3�0� N .. - � --' � -_..__ 3 5 0 CAP � �--.- 3 5 0 -----------.___ ____.__-- _� __- __ _ ¢-------- 350 (n o r BLOCK 0to ci N - r--EXISTING GROUND + M 8 /�,//� 0 0 ' � � `.)AT TOP �F WALL ------'-- - ------- - --- o 1 - --STAND D-UNIT--- --- > - - - N rn _.- (n �' MODU R MASONR WALL - -1 7 EXISTING ROUNDUl + "� + `'� LEGEND r° ;�; 6 �� DRAINAGE FILL AT TOP O WALL _ h_ -STANDARD UNIT op 5 (ALSO USED AS BLOCK INFILL) � MODULAR MASONRY � W r Ljj FXIST�NG BOUNDARY o Y 4 1 v~i w WAIL_ V) w Z 'i 340 ---EXISTING ALL __ 340 EXISTING 3 4 0 ---- - J4O - -- - PROPOSED LOT LINES v O t. cx --- !;ROUND 3 r- --- - - - - - - - - Q O v'1 F EXISTING WALL - PROPOSED ROAD CENTERLINE ;�� "CEd 4.. PERF. DRAIN PIPE, PROPOSED CURB EXIST NG GROUND 1 CONNECT TO CATCH BASIN EXISTING GROUND AT 8 TTOM OF W Fi ISHED GRAD �`NX• :.e. : PROPOSED SIDEWALK _ AT BQTTOMo-.'•.,:...• ...• �- TO WEEPHOLE IN CURB --- AT-801fTNOM OF WA l_ - FINISHED GR DE _ �. �� S. 4 -`\ LEVELING PAD - - AT BOTTOM FWAL - PROPOc'-[D RFTAININf WALL \ s • NOM. TIACK. - 6" ---------------- PROPOSED EASEMENT 1 { I I NATIVE SOILcri o 0 3 - EXISTING 1' CONTOUR : -- -- - - - . _ 330 z .... 30 �__ _.- - ------ - - '-� - --...__ _ .__ 3 3 0 � - - --- - _ _ I 330 ----••-340 EXISTING 5' CONTOUR A m ���' • � (RIGHT) - 3 -- - W mPROPOSED C CONTOJR 4o PROPOSED 5' CON TOUR C3MODU MODULAR 0 -+- 10 0 + 20 0 + 00 0 - 10 SW TALON LANE LEFT MODULAR STANDARDJNISW TALON LANE MODULAR 12 1 st Ave I.i ld� - -003!T'f.M200L 111/.1 1 I • i {`'�, k ry,, L U k t . 1 h ct MASONRY RETAINING' WALL MA SOLAR Y RE TA I N I NG WALL MASONRY RETAINING WALL i j` PERMIT SET 07/25/2002 C006 !r 4ti O 2 1 'I r_ NOW f :j• wyu, ^�^^ . .iwti.w'w+*o+Mmn...w•*,+wr+rgPlr ..- T.f.wr,....._.__._..__.. —..........e,..,........_.-.. _ _ x CfTI ",1111 II'IIIIII !IIIIIIIIt Ii1111111 1111 IT 111111111 Illtlllll IIII111I IIIII!II�1rIII�IIII VIII III �illltu IIIb,, (i I IIT u,l a Il�ifu IIII illl I 1 III i I �) I IIII�III , II�IIII'1�11 Ifulii"` LEGIBILITY STRIP o i � e � to I�I 112 IJ 14 I e 1� I e I e 20 2 Lila t•, iomm.1cm 1 I II 22 23 24 2C �6 27 10... 2q Q 1 •l I�l�,l�.l lily l�tJ ,. - Hof I aqy t pT �I �� � �L, LWT.l _O ...,.....,..�,•,. .. ,. .. . . .'. .. . : MrMMq'',V�YIty'�AMymliatiQr;A'wipIN1M 1..1 snR"w�! rkn ' •l;9•^ m .. Now A - ,eJll'`iu_!J.am..lL to ,. .. _ •-' - __ - ......,..._ _ ' 1w - .a.. �i ti a i S,�1 n.� 'yt / , - SIV _ t �,y° _---_�� tic -- ---______ _ LEGEND PROPOSEQ l�?ILITIFS 00 f I a -� - ------- -7 �-----�—�- t f s 51 w 1111� EXISTING BOUNDARY --- STORM WATER LINE PROPOSED LOT LINES i= VOR►t MANHOLE+ ;ATCH BASINPROPOSEQ ROAD CENTERLINE PROPOSED CURB Q CLEAN OUT E•� �.,• _ _ \ --� PROPOSED SIDEWALK �, THRUST BLOCKC', 3 p o a 1 V , oT 1 / - - - - - - - - - PROPOSED RETAINING 'WALL FIRE HYDRANT ,� ; ` / - - ,\ 1 � e LOT �` u' -- --- — - -- PROPOSED EASEMENT - - - - - - - SEWER UNE a LOT 65 1 1 LOT 63 i I O 11I LOT 5' fm PROPOSED MONUMENT os SEWER MANHOLE PROPOSED STREET L:GHT — — WATER LINE .1 ,<� f LCT 62 GATE VALVE WATER METER LO 3 ` \`\ / r S ; / \ S I LOT 52 --14 -- 40,11 I LOT 50 ` - _ - If � � ° 5 \ = ! w n LLTT 4 LOT 60 I - ac ` '•• LqT 59 LAIJ I 8, --- _ - --_-_ C' 22 \ _ ��� ° ( LOT 54 LOT 20 _ - \ t 1 nom! LOT 5 - - - - -- - - - - ! f — - --� /k. / • / � Y LOT 23 - -- ' t / LOT 58 LOT 57 f LOT 56 LOT 55 - : Sw TALON LANE ( ( ( ! f z LCT t 8 _ - ( -- - - !�-- LOT 6 i , , :I Zzi LCT ,7 -- -� -- :1 _! - �- ��1-5' " - - - -- \ /';/ / W Q. ( ! LOT 7 LOT LOT 45 LOT 46 ( LOT 47 �; f o:: LOT 39 \ r , -! o v _ - - - - -�_ - - _ - - - -_ LGT 1a of I LOTH LOT 38 I - r LOT 2' -- LOT 42 - c' _ f LOT 41 LOT ' ( � LOT 9 ` �� ( LOT, OT 28 SW KELLY LANE LOT 13 LOT 36 l ii i LOT 10 ` _ 1 �' -- - - ' ./f PJ a �;; ; I LOT 32 LOT 33 I LOT 34 LOT 35 ► t i .• I /LOT 30 LOT 31 I IQ LOT 11 LOT 12 f o 1 ( ( C O !� �'' • ''�" '-.. -... , ... . ,� - , . -- --�--- - --._ __.. .._w_.._..__ I f I + SW ROSE - VISTA OP,. i I {{ i r --- C 4 I o z I J I ' I EAGLE POINT i 1 0 • W J � ( ) 1 � I � f L s �f�N• � ( � [ _. _ .— _ ._ —. ._ —ice A It r L 1 A Q I I 1 `P SCALE f - - - -- - - - - _ _ _ _ fy I 121st Ave 13745 _' 0 1 ;, 0 1 5 sc I oc Pl.;4t20024)0310 of 10 r-- FEET 1 INCH = 50 FT - 1 1 PERMIT SET 07/25/2002 -- C007 O 1 2 4 'TrbMtiGr.wlte''rr'K'+u1.r,ernrnz�:dSMMFMYr, •Mk'.,llMY4' WYrP _ _ ; ..,tq•.Ittd, _ w ... ,.. . .-..h. , - :r«..e.•....,. ,..0 w s - ..•.r...„ , .a y ,._( r -,-.4 r 1 1, S. i 3 f r.r rr ttf,rx c r ,a r. ,, ,,- > ,: .w ,;: ,:- ,, r .I"z, C•f. ..� ,.: ,.. , r i,' Cm ' �,:,z ,, aSf:; Aq,n, ., •,,T� 5.a;- �r3 srF �'° '��ri.',.Q 1 CI , .E `wr, r f, � ! r I� {I i} f .�S f#., i .ti•ftj. t, f ',� J t" ). ?Tr7 , r•1+ .F. y3' 'r ': .r y r`. ... w.• • �� ' ot, 2 3 4 b a q 25 26 2 2e 29 3 � i ! C 1 1 4 1 r• 1 i 3 3 fa e, zo � 22 23 24 T �. ri fit y aft,�• .i�0` 1 i� 4 r,r., 1, � � „ r ^, , i k ' !i p,�gr - i al . ." i 1 �{ • ./ .1Ni ' 1 '.4.. :•.�' I O +^ w i' s ro t,1,4 �, I' ., • ill,+,`'' r •,."rbt,.�: -j:.l i�''.^6, i 'rr} 4 "� .J or .. �II����'� � �����rii� • ...y..,., .+•..• :ry y 1# q i `trL u .. . . ....r.n rt:,�ik',�"r''7Citi'3".i;:: ..r „_t ", f :,.•:: ,:...-,.. .. i r. ,• ,... � � pl ' 'MRC1 :. }HR...pr.,uw.. u. . .. .. .. r>. , i a i. VENTURE PROPERTIES MORPORATED � STREET CONSTRUCTION NOTES SANITARY CONSTRUCTION NOTES SHEET INDEX -----�-- 1. STATIONING IS BASED UPON STREET CENTERLINE UNLESS CTHENWISE SPECIFIED. 1. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE DESIGN AND CONSTRUCTION (ORO COVER SHEET ••• " e STANDARDS, FEBRUARY 2000, OF THE CLEAN WATER SERVICES. v V HISTLER S WALK 2. ADJUST ALL MANHOLES LIDS AND VALVE BOXES TO FINISHED GRA,aE. 0. 2. ALL SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE PVC PIPE CONFORMING TO ASTM SPECIFICATION 03034 I 1j� 3• ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. (SDR-35). CASKETS SHALL BE RUBBER RING TYPE CONFORMING, TO THE REQUIREMENTS OF ASTM 477 AND ASTM 3213. PIPES IN COCl EXISTING CONDITIONS & DEMOLITION FLAT; :`" :•: :�. Q) TIGARD, O FGON 4• STREET LIGHTING SHALL MEET IES STANDARDS FOUR ILLUMINATION, AREAS WITH LESS THAN 3' OF COVER SHALL BE PVC C-900. ;•. : s Q 5. UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC AND EXTENDED TO 6' PAST RIGHT-OF-WAY LINES WITH 36" OF 3. ALL SANITARY SEWER SERVICE LATERALq SHALT. BE 4" PVC PIPE CONFORMING TO ASTM SPECIFICATION 03034 (SDR-35), UNLESS C002 TREE REMOVAL PLAN •�� � • ,• � � k NOTED OTHERWISE. SANITARY SEWER SERVICE LATERALS SHALL CONNECT TO THE MAIN LINE BY MEANS OF A PRECAST TEE, COVER. 0 4. HYDROSTATIC AND AIR TESTING OF THE SANITARY SEWER SYSTEM SHALL BE CONDUCTED IN ACCORDANCE WITH CLEAN' WATER COOS GRADING & EROSION CONTROL PLAN " 6• SAWC'IT STRAIGHT MATCHLINES 'TO MEET EXISTING PAVE'AENT NTH NEW PAVEMENT, SERVICES STANDARDS. ALL NECESSARY TESTS SHALL BE PEPFORMED BY THE CONTRACTOR AND WITNESSED BY'A REPRESENTATIVE � o r ° n ONSTRUCTION DOCUMENTS 7. USE 3,000 PSI CONCRETE FOR ALI. SIDEWAI KS, CURBS, ANO DRIVEWAYS PER APWA & CITY OF TIGARD ENGINEERING OF THE CITY AND THE ENGINEER �) to u STANDARDS' 5. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE IN,7ORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY COO4 GRADING & EROSION CONTROL PLAN o � APRIL 2002 b THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS SHALL NUY BE LESS THAN 95% DENSITY MAXIMUM DEPTH AND LOCATION of EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE v DENSITY AS DETERMINED BY AASHTO T-99. PLANS. CALL FOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. ONE CALL LOCATE LINE 246-6699. COOS GRADING & EROSIGI�! CONTROL DETAILS `� oz ` " 1 ao 9, THE REQUIRED DENSITY FOR SUBGRADE AND FILLS WITHIN RIGHT-OF-WAY AND EMBANKMENTS SHALL BE 90% OF MAXIMUM DENSITY 6• FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT APE APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH W 1A1 BELOW 3' OF SUBGRADE AND 95% MAXIMUM DENSITY WITHIN 3' OF SUBGRAOE AS DETERMINED BY AASHTO T-99 OR T-180. FINISHED PAVEMENT GRADES, RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6"-12" ABOVE FINISH GRADE. COO6 SW TALON LANE RECONSTRUCTION Oi,NER 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLESN WA.TE.R SERVICES STANDARDS. 10, D(-Irie CRUSHED ROBASE FOR PAVING SHALL BE COMPACTED TO 95X Os' MAXIMUM DENSITY USING AASHTO T-9b. THE DENSITY OF ` ASP'ALT SE SHALL BE AT LEAST 920 OF RICE 11IEOREIICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WITH AASHTO T-209-209 AA, MODIFlfD BY OSHD TLA 306. 8. SANITARY SEWER MANHOLE CONSTRUCTION SHALLCJNFORM TO CLEAN WATER SERVICES STANDARDS, ALL MANHOLES IN THE STREET C007 COMPOSITE UTILITY PLAN SHALL USE STANDARD FRAMES. ly (CONTRACT PURCHASER) I1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL- PER CITY OF TIGARD, WASHINGTON COUNTY, AND M.U,T,C.D. REQUIREMENTS. 9. ALL SANITARY SEWER SERVICE LATERALS SHALL TERMINATE 2' BEYOND THE PUBLIC UTILITY EASEMENT UNLESS OTHERWISE NOTED, C1 OO TR P 12. OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY W&H PACIFIC AND THE CITY OF TIGARD. AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CLEAN WATER SERVICES STREET LAN 1 APPLICANT STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A WOOD 2"X4" SET VERTICALLY AND EXTENDING A MINIMUM OF 13• ACCESS 10 EXISTING TRACTS OF LAND SHALL BE PROVIDED FOR AT ALL TIMES. 38' ABOVE FINISHWATER SERVICES. SEE GRADE. THE ERD DRAWING MARKER SHALL BE PAINTED AND MARKFD AS DIRECTED BY A REPRESENTATIVE FROM CLEAN Cl O1 STREET PROFILES p 14. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FOR AT ALL TIMES, AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION, UNSATISFACTORY PERFORMANCE IS CAUSE FOR TERMINATION OF ALL WORK AT THE 10. A MINIMUM OF TWO FEET (2') HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SANITARY AND STORM LINES WHEN p - - -`- - -- SITE, UNTIL CORRECTION UNTIL CORRECTION OCCURS SATISFACTORY TO THE CITY AND CWS. CROSSING. ALL CONSTRUCTION SHALL MET USA, DEQ, AND STATE WATER RESOURCES BOARD REQUIREMEN,,; FOR SEPARATION. C102 STREET & STORM PROFILES VENTURE PROPERTIES 15. ALL CONSTRUCTION AND MATERIALS SHALL CONFOR`A TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF 11• ALL SANITARY SYSTEMS SHALL BE THOROUGHLY CLEANED, AIR TESTED, VIDEO INSPECTED, PASS THE REQUIRED COMPACTION TEST TIGARD. AASHTO T-99) AND A DEFLECTION TEST, PER CLCAN WATER SERVICES STANDARD SPECIFICATIONS, ALL REQUIRED TESTING SHALL Cl 03 STORM PLAN w C) 4230 GALEWOOD STREET, SUITE 100 9E PERFORMED BY THE CONTRACTOR & WITNESSED 3Y , TY & ENGINEER. V OR 97035 16. NOTIFY ENGINEER, CITY INSPECTOR (639-4171) AND USA INSPECTION (844-x444) 2 BUSINESS DAYS BEFORE COMMENCING WORK. M LAKE OSWEGO, 12. ALL C.5.11. SHALL BE ASTM C-14, CLASS 3. Q Q) _ PHONE: (503) 387- 7/604FiO4 17. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES TO BE INSTALLED, REMOVED AND/OR REINSTALLED C104 STORM PROFILES BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL, .'kT ALL TIMES, ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING Lu -J 3 FAX: (503) 387-7615 TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. CONTACT: 18. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED SHALL BE STRIPPED TO REMOVE ORGANIC MATERIAL C105 STORM PROFILES J CHRISTY WIEGEL 14. ALL SANITARY SEWER MANHOLES AND MANHOLE LIDS SHAD. CONFORM WITH ASTM C-478 AND USA DRAWING STANDARDS 010 AND I EMAIL: CWIEGEL@PCEASY.COM 19. ALL EMBANKMENT REQUIRED SHALL BE STRUCTURAL FILL MEETING THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF TIGARD. 020. ALL COMPACTION OF NATIVE MATERIAL OVER SANITARY SEWER LINE SHALL 6E 950 COMPACTION PER T99. SANITARY SEWER THE CONTRACTOR SHALL RETAIN A CERTIFIED TESTING FIRM AND PROYDE TESTING AS REQUIRED BY THE PROJECT ENGINEER & UBC LATERALS SHALL_ BE GREEN IN COLOR (GREEN 3034). C2OO SANITARY PLAN L APPENDIX CHAPTTR 33. a; 20. A PRECONSTRUCTION MEETING IS REQUIRED; CONTACT MICHAEL WHITE (639-4171) CITY OF TIGARD FOR TIME, DATE AND PLACE. WATER CONSTRUCTION NOTES ENGINEER 1 LANDSCAPE ARCHITECT _ _ C201 WATERLINE PLAN U 21, THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL. EY THE CITY ENGINEER AT i Z THE PRE-CONSTRUCTION MEETING. NO CONSTRUCTIOC VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING PESIDENTIAL P,9LiC STREETS. CONTRACTOR VEHICLES INCLUDC THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED C202 SANITARY & WATERLiNE PROFILES IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS BY TIIIS PROJECT, AND SHALL INCLUDE THE VEHICLES OF ALL 1. AN ESTIMATED 120 OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND ILLI SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THIS PROJECT. REFER TO OTY/APWA COMPACTION STANDARDS. TO RECEIVE A CITY OF TIGARD PUBLIC WORKS (TPW) STAMPED APPROVAL ON CONSTRUCTION PLANS. �_ uj+ W&H PACIFIC THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. C2O3 SANITARY & WATERLINE PROFILES 8405 SW NIMBUS AVENUE STORM CONSTRUCTION NOTES 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. C300 TYPICAL SECTIONS Lu BEAVERTON, OREGON 97008 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRE-CONSTRUCTION MEETING. 0. PHONE: 503-626-0455 TELEPHONE 639- 171. _ �, �� Q) FAX: 503-526-0775 1, HYDROSTATIC AND VIDEO TESTING OF THE STORM SEWER SYSTEM SHALL BE COI'DUCTEO IN ACCORDANCE WITH CLEAN WATER C400 DETAILS (STREt.T} 0 Q0 SERVICES STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE 5. ALL WORK SHALL P IL ACCORDANCE WITH AIWA STANDARDS. ry CONTACT: JIMMY BELLOMY, PROJECT MANAGER OF THE CITY AND THE ENGINEER. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION, CL I''•• O Cc EMIAIL: JBELLOMY@WHPACIFIC.COM C401 DETAILS (STORM) ?. LOCATION OF EXISTING U11L'TIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE .:ONTRACTOR'S RESPONSIBILITY 10 FIELD VERIFY 7. ALL PIPE AND Fl1�INGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE WILL BE DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE ( ) PLANS. CALL GOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION, ONE CALL LOCATE LINE 246-6699. MON JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS OTHERWISE SPECIFIED. zt C4O2 DETAILS (STORM & SANITARY) � L`J 3. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH 8• 38" OF 3/4" MINUS GRAVEL COVER FOR ALL WATER MAINS IN STREET ANC- RIGHTS-OF-WAY. C? FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL Of. SET 6'-12" ABOVE FINISH GRADE. 4 9. ALL VALVE OPERATING NUTS SHALL BE WRT};iN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS HALL BE C4O3 DETAILS (SANITARY) 12' 1 4. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. REQUIRED. W CITY OF �TIGi4,,V 5. PUBLIC STORM SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. ALL MANHOLES IN THE 10• ALL FITTINGS (TEES, CROSS' AND BENDS) SHALL USE MEGALUG RESTRAINTS. ALL GASKETS SHALL BE "FIELD LOCK" OR 'FAST / A frvarl STREET SHALL USE STANDARD FRAMES. PRIVATE STORM DRAIN TO MEET PLUMBING CODE AS PER CITY REVIEW & INSPECTION. TIGHT' OR EQUAL APPROVED Bi THE CITY OF TIGARD. C404 DETAILS WATER Car, �7 .. (WATER) on;11y AF^roved... ): For orlh- ~ 6• ALL PUBLIC STORM SEWER SERVICE LATERALS SHALL TERMINATE 2' BEYOND THE PUBLIC UTILITY EASEMENT UNLESS OTHERWISE 11. A 4'X4"X8'XO", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2" WATER SERVICE LOCATION, AND REMAIN THERE UNTIL T tv Work as ,embed in: 1 NOTED, AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CLF"' 'RATER SERVICES THE WATER METER IS INSTALLED. ALL 2" WATER SERVICES SHALL CONSIST OF AN MJ X 2' IPT XIIO COMPRESSION FITTING AS C405 DETAILS (WATER) PEF3,ti11 L ST=D Lt?itP•r STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A WOOD 2"X4' SET VERTICALLY AND EXT. .��OING A MINIMUM OF MANUFACTURED BY MUELLER CO. LLJ to: - '�-=�___ 36" ABOVE FINISH GRADE, THE WOOD MARKER SHAII BE PAINTED AND MARKED AS DIRECTED BY A REPRF�ENTATIVE FROM W&H ,1 Attach........... 4 �. PACIFIC AND THE CITY. (SEE DRAWING 170 FOR DETAILS) 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJX6" FLG TEE, 6' 7LGXMJ GATE VALVE, 6" MJXMJ HOLDING SPOOL, AND A MODERN C500 STREET LIGHTING PLAN U Jot)A ,e55: /.T;�+.�� s� . MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ 5-1/4" MVO, 3-PORT (2-2-1/2" NST HOSE CONNECTION, 1-4-1/2" NST SII - +---lam_ -,• 1 7. A MINIMUM OF ONE FOOT (1') HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SAN''ARY AND STORM LINES WHEN PUMPER), 1-1/2' PENTAGON OPERATING NUT, OPEN LEFT, COLOR; YELLOW. APPROVED EQUAL: MUELLER CENPJRION A-423, (n �Date: CROSSING. ALL CONSTRUCTION SHALL MEET USA, DEQ, AND STATE HEALTH DEPARTMENT REQUIREMENTS FOR SEPARATION. WATERCUS PACER 6790, AND CLOW MEDALLION. (MEGA LUG "OKAY") FROM EBAA IRON. C�O1 SIGNING AND STRIPING PLAN r B. THE PUBLIC STORM SEWER ;-STEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE DESIGN AND 13. EACH FIRE HYDRANT SHALL. BE, INSTALLED UPON A PR-E-FORME) CONCRETE BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED e,, CONSTRICTION STANDARDS, FEEL '4RY 2000, OF THE CLEAN WATER SERVICES. 1-1/2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. C6OO LANDSCAPING PLAN - STREET TREE "F�prf�/plt.��!��61ri 9. ALI C.S.P. SHALL WEE ASTM C--14, CLASS 3 UNLESS OTHERWISE SPEOPED ON PLANS. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERAL OR 3 FEET VERTICALLY OF A WATER MAIN SHI'l BE ENCASED IN A Con t" On 11 S c REINFORCED CONCRETE JACKET 6' THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSNG. WHERE CROSSINGS ARE �. Cr L t� Apprc '' • 7r'tr T0. HE CONTRACTOR SHALL. AT ALL TIMES, ABIDE BY APPLICABLE SAFETt RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING C700 SW 121ST AVENUE IMPROVEMENT PLAN & PROFILE .� For only the NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18' OF SEPARATION BELOW THE WATERLINE. p�RMIT tip Work a,. .0 ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. U ;�J/h 15. ALL MAINS WITH STATIC PRESSURE UP TO 100 PSI SHALL BE TESTED AT 150 PSI FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 Se8�t'tter to,� V' �"� 11 ALTER' ,TINE STORM DRAINAGE PIPE MATERIALS MUST HAVE APPROVAL BY THE ENGINEER AND JSA PRIOR TO USE. PIPES WITH PSL WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PS SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC C800 SW 121ST AVENUE FUTURE IMPROVEMENT PLAN & PROFILE ` ��-31 V LESS THAN 3' OF COVER SHALL BE REINFORCED CONCRETE OR PVC C-900 (C-900 10 HAVE MINIMUM 18" 10 SUBGRADE). PRESSURE FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 PSI (FOR RtFERENCE ONLY) Job Addre Att�Ch. 12. ALL STORM SEWER PIPE SHALL BE GASKETED PIPE CONFORMING TO CLEAN WATER SF,VICES STANDARDS. 16. UPON SATISFACTORY COMPLE110N OF TESTING, THE NEW MAINS NO '.;(`NNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND h I FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSh NG '.ELOCITiES SHALL BE AT LEAST 2.5 FEET PER SECOND. 13. ALL STORM LATERALS TO BE WHITE IN COLOR (WHITE ASTM 3034) 4" FVC AT SL=2.0X UNLESS OTHERWISE NOTED ON THE PUNS. DISINFECTION SHALL BE IN ACCORDANCE NTH AWWA STANDARD C6'.)1-92. THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. C900 OFFSITE WATER QUALITY FACILITY '�'o 0 14. ALL LATERAL STATIONING IS BASED ON STORM STATIONING, THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED, DISINFECTING MIXTURE SHALL 3E A CHLORINE-WATER SOLUTION S HAVING A FREE CHLORINE RESIDUAL OF 40-50 PPM. THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM > 402` M THEIUM PPELINE SO THITE AT THE WATER CHLORINEOLUTION-WATER ATER AT A SOLUTION ISRED RATE OF THE SPECIFIED STRENGTH. TREATEDRIS W TERLSHWALDTO L BEFLOW RETAINIHDINGH UTILITY CONTACTS `� VICINITY MAP 15. STORM SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. A'il. MANHOLES IN THE STREET � - ----- SHALL USE STANDARD FRAMES. r THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIAL TYPICAL RETENTION PERIOD 15 24 HOURS, AT THE Oj �y p �' V w END OF THE 24 HOUR PERIOD, THE PIPELINE 15 TO HAVE A CHLORINE LEVEL OF AT LEAST 10 PPM. AFTER CHLORINATION, FLUSH _ d �� Lx 6. ALL PRIVA E STORM GRAIN CONSTRUCTION SHALL REQUIRE A PULMBING PERMIT AND SHALL BE PER THE STATE OF OREGON THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE J� PLUMBING SPECIALTY CODE (2000 EDITION). PRIVATE STORM DRAIN SHALL BE INSPECTED BY THE PLUMBING INSPECTOR OEFORE PERMANENT SOURCE OF SUPPLY. N.T.S COVERING OR BACKFILLING THE PIPE OR STRUCTURES. 17. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY VERIZON - (503) 641-4463 WITHOUT ADEQUATE DILUTION OF OTHER SATISFACTORY METHOD OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED NORTHWEST NATURAL - (503) 721-2449 1 / BY DEP. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD L II PRIOR TO THE TAKING Or WATER SAMPLES FOR BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. PORTLAND GENERAL ELECTRIC - (503) 844-5346 0. T-F''� _ /T -1- c1� Q 18. CONTRACTOR TO PROVIDE ECLIPSE NO. 38 SAMPLING STATION MANUFACTURED BY KUPFERLE FOUNDRY, ST. LOUIS, MO 63102 THE AT&T BROADBAND CABLE -- (503) 605-4831 I Cl _.�" T- ) SAMPLING STATION SHALL BE 2'-0" BURY, NTH A 3/4' FlPT INLET, AND A 3/4' UNTHREADED HOSE NOZZLE. ALL STATIONS SHALL � N 1J BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE ALUMINUM-CAST HOUSING. WHEN OPENED, THE STATION SHALL REQUIRE NO '([Y TIGARD, CITY OF - (503) 639-4171 Al,lb - `� 11101 I o (`• - � FOR OPERATION, AND THE WATER FLOW IN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL ALSO BE MADE OF BRASS AND BE j G D U "� I REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER 'DENT TUBE (STANDARD) Will ENABLE THE STATION TO BE PUMPED TIGARD WATER DEPT, - (503) 639-4171 (RICHARD SATTLER) °1�-NVl9[RAKNM0W • �, n -�5-� ST FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH, THE EXTERIOR PIPING WILL BE BRASS, AND � -� g -- A 1/4" BALL VALVE SHALL BE PROVIDED iN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. Ll WATER METERS WILL BE INSTALLED BY THE TPW UF ON INDIVIDUAL REQUESTS AND PAYMENT BY OTHERS (OWNERS). ALL WATER SITE INFORMATION METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE (MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERT.' SIDE OF THE METER, THE BACKFLOW PREVENTION Q F-)DEVICE SHALL BE INSTALLED AND TESTED BY OWNER, WITH RESULTS FORWARDED TO THE WATER DIVISION BEFORE WATER SERVICE - -i-- _--- , ) r _ _ CAN BEGIN. I� LEGAL DESCRIPTION 1�j CL o ' n ` 20. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL E r t CIL CONSTRUCTION COST TO WHICH WILL BE ADDED LOX FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, LOCATED IN THE SOUTHWEST 1 4 OF SECTION u'I TOWNSHIP 2 SOUTH, RANGE 1 ' '� w r 1 ETC., AND 20 FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. - / ' L')r r- WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, I Al _ �� 21 OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. STATE OF OREGON.Ll N� _ y BENCHMARK r WASHINGTON COUNTY BENCHMARK No. 539 BENCHMARK ELEV. 289.19 FEET, A BRASS DISK SET IN CONCRETE AT THE S.F. CORNER OF SW 135TH AVE. & SW (Ur-VELOP LEK& - WALNUT ST. I TBM LOCATION & DESCRIPTION r " ` APPROVE11a FOR CONSTRUCTION TBM #1 IS A IRON ROD W/ RPC 0 STA. 1()31-65.`.38, 15.99' LT W 121ST AVE. 'r ; W c { g •r. ` Tv �WT�' �' t 1 :��`ti1 iD BEING ON THE WEST SIDE OF SW 121ST AVE, 45 1 /- NORTH OF THF NORTH � R.O.W. OF SW ROSE VISTA DR. 12 1 st Ave 13745 IILM2002-00310 -- 1 of 20 SHEET BY - _ _ _ E'EF1��1 T SET 7/25/2002 o C000 t I 2 1 3 1 4 - 5 I 6 .y,...,u,11,,..OY,�.,,.._ qM� -+7�!Rr�It,WL�lwwerlwR+w .r...•..u.,.", _. .. -_. _... .. .. hApvm4wH,.spww,.w.wr.. ....:..-.....M.,..-,..-..�,....,....,-.•..-,..•....-..._,.__......._....,,,-..,...........-..•....-.............__. ._-_-�_..__........--_.. .. _.. -.,...�•wr►e:�.�.n._. ,. ,; .,ak0I4 q�i,M•iW wlwiwtiiii �, m � � r - ,... �-. .... ,.. •LEGIBILITY STRAP Lm11747 �1 1 1 12 13 16 17 19 19 20 :. I 22 23 24 25 26 27 28 29 30 Oi 'i y e I H0NI • IOz CIE II I I , ' II uatll�I ,II�Ii11 �,1J.�11�1a�1 �L>I�I�I. )�J II�!aJ ,l�l)l dal z , balk ` I" ipt i t y `r.'. r .•.+;,c. 1 'l�'.-. 3 f�, 1�+.L',1."^ wL:3aart 4i ,�i�L�pL m, .: _ f r.. .FY;3� „�• A r� r „ •_R .. :,. �. ..i., ft - w"- i I d r �. s ',� . ,", .. 1" 1. I3 h , I't may,}i'.,. Y fie:;' i', : -, a : ,' i" 1. ,l' r�il'.,e.j 11 R ,� . f 11 � I I I' I 11 I ; I '. �, , . . . , , � If o �L l/�L•4 k ! I 1 , to . I I I I I 1 F I j ♦ \ I 11 I 1 I 1 _xWHsamoc _,, •., I I I I DEMOLITION GEN R N �xmgSDEOo �, I I I II Il GENERAL NOTES �DEti10LITI0N PERMIT REQUIRED) , . .G If \ �`" -+----__.-,-__ ' ' I ' i ' THE CUNTRACTGR SHALL BE REGUIREU TO V151T $ITE PRIOR TO F>tifE�ID ME'il G f FAIAIldA. E HIMSELF ti1r. -L___ _ , II IIWITH DEMOUTIOIv, GRADING, ETC. AND IMPROVEMENTS TO REMAIL,' v`��.� ` - '~-- (41 _ r ___�_ ___ ' I ' I I -�"- 2 CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN z u - - ••--_-_•_ _ -_ - -I---- I ' ' I I THAT t.ONFUCI WITH THE CONSTPUCTION OF THE PROJECT. CONTRACTOR SHALL C ANT.ENGINEER r. R V J P. - - _ '-----_-_• - �_J_ I I IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT 1dUS� 6E Rf1A0VF.D. > FAILURE TO DO SO DOES NOT R I RA T I N IT MS 4 ' � _' _ 4_-- - _._ - _ L-7 ----- --_____ i- I I EL EVE CONT COR OF kESPONS81LIT1( AtyQ:CA57 AOR (F�AAOVI G E R / ! �^' -----I------- -_ -_._.._ - -------_ - ____-_ _ --� -� I I REQUIRED. .•• rn p • / I I 1- -�\ - --- - -- -- -` '- ► . 3 CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL INVESTIGATION o ! I I I I �.� -- - - __ _ ♦�_-- ' STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS ON �` I , I ' '- ---.: - _�_ --- -- L_ CONTAMINATION IF ANY. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXACT � � p 6 / , I I I r I -"- _ _ �__1-`�_(w�� CR K _�� -- AREAS OF CONTAMINATION, IF ANY. BI: r_ a o c°, ' - -- EE DR, 4 CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. j I I :•: 1 I -_ _ _-- _ _ 1 lu I IP T -�- II 5 LUC ION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR IS TO VERIF. p ; Q., / I LD WIRE � i c, 10 :� ::. I I j "��\ - '"- __ CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED � � � lon u !FENCE IS 0.5'' SOUTH I X431 I ; OLD WIRE I ` �� TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN, I - OF THE BOUNDARY LINE ' I FENCE IS 1.�' SOUTHERLY 1 ` c� .. f' (�Lb WIRE � 1 1 6 CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS w ' I 7{ ' FENCE IS 0.5' SOUTH I OF BOUND Y LINE I I NOTED, --___ -/.--'.•'- •- _-----.-----�- I I \ •'�'•'^ ••'' 1 OF THE BOUNDARY LINE I I OLD WIRE ' �1'n -r.,.;.•i , ' 7 PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES TO FIELD LOCATE a K' fcz�' I I I FENCE IS 4 SOUTH I u EXISTING UTILITIES IN THE AREA. • c •, .1 ' ' OF BOUNDARY LINE I !, ` , -',, %1 I I I I I I 1 I N' ; 8 DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TPAFFIC CONTROL PLAN, .9 T L }3O0 ,/ - I- ` - 6x5.28' i I I I i I x" N METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN 4' i = �.1 =�. r r �{ �•. ' I I ! J I :I? I EXCAVATION PERMIT. �, .x o` C ' i S$6�36'42"E \,' ;, -�/ I y(, 1;X( (1,: , I ! 9 CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FOOTINGS, IN THEIR oo A I ; --� \� �-� �� y- .�_ �i ��•' D: p I ENTIRETY. I \ I / I I // /�' �_. / T T_ . ..j f -_ - --- _ __-__ 10 ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE t'.`7 \ ��` s I I 1 J /�/ ,' / '/_' ,� REMOVED FROM SITE. W . .�� `�'` • C N �` yr ✓`z \ ;:;:;:'.�; I 11 CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOLITION WORK. Or , A Q . ,..\ ,• -, __� , I IS I \I I • '� �o I \1, /� .r / 12 THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST T.L. 4200I. \ oc� \ I / , � oo �\\ NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY \ \ \, J, 1 I `,�• "ll GUIDELINES. . n \ \� �� \ -�• = / i'� /� BARRICA SnO.\ / 13 EXIS'-ING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE , O \ ` �`1. _.. 11 I ` LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS, LL7 __ �.. X - �•'t /ate 1 �� �X f I \�I \ /• � I T // ___T Q4.. \ LOCATIONS MAY NOT HAVE BECN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE J4 I - , 1 ``�' 1 / 1 '` `�• -- I ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL REMOVE ALL .). /��`' ., �`� v 1 I / I I (�`•4_ ABANDONED EXISTING UTILITIES ON 'IHE SITE. THIS SHALL INCLUDE ALL EYISTING CATCH BASINS, 1- 3 { \ , \ ,' \ / I I / ' I I 4 + ,�•" / MANHOLES, STORM PIPE, WATER PIPE, GAS PIPE, SANITARY PIPE, SEPTIC TANKS, WELLS AND CONDUITS I ; /. \ ♦♦ \\ `+ / I I I I gyp , � THAT ARE NOT REQUIRED TO SERVE THIS PROJECT OR THE ADJOINING BUSINESS. ALL SANITARY AND ` I . / I . STORM LINES TO BE ABANDON R REMOVED HA N AT THE MAIN IN INSPECTION TH \ \ / ..I - \ t �� �., '�11- --� I I / I I - ED 0 S LL BE DOE E LINE. OF E I / I I , - EXISTING SANITARY AND STORM SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL P T.L. 4100 ` ..\\ \ \ \ ' o' r-I ► / _ I I COORDINATE WITH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION \,/J >< �\ , ` /�•:�� e� 1'-r--�- :_ �- --__ I ' I Y CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE I-� 2a JC `\ ♦. - o r ; 1 11 -' '1' ---___ __- _- �,' _ I � AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING 1 `' `1 . . / / �\ ?� `-� I ;` / / I I j 1 ` SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT O- CONTRACTOR'S FAILURE TO VERIFY U 1 , / \ �' �I►� 1 / / 1 It I I ' I J_ 320.00--V" LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTIOtJ IN THEIR VICINITY SHALL BE (3 I \ r. , �\ \\ �� \ ► ,� // jj 1 I • I I 00-" ;` I BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL EXISTING SANITARY AND ,' / ( l / . \ \ _ I 1 I T.L. 4900 STORM PIPE NOT BEING USED AS A PART OF THIS PROJECT SHALL BE ABANDONED AT THE MAINLINE OR '� ��h f Lw1 ` /',, \ J \ �• \� 1 : 1 I I f -.0 AT THE MANHOLE. f/1 ► \ \ , / •d \ moi" i , a 0- j \•�, r \ !� ! �!�` �♦_ - 1. / - J/� ' '- ._-�- __ 14 ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF WAY THAT UJ ,j "ft�• T.L. 4000 I % \ I II _ J �j ___ - 6ECOME DAMAGEQ DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF 'J `� I , \\ L:•' `\ 1 I : I �Ir- -` - %/--1 5 -�- " . THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY I•_ L.a z �Q '"i ` ' I \ \ I I 1 ,I // j t r I OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. I \ r \ \ \ , �: I I Z w _ t ` y '. `\ �`\ \ •'�,. .. \ i /J I I 1 I 15 ALL EXISTING WELLS SHALL BE ABANDONED PER STATE OF OREGON DEPARTMENT OF WATER - ___X .i-\ I -- ` 1 1 \ \ \\ 11 . \ / I �/ ; RESOURCES REGULATIONS. 1 , , - � 00 00 W 1 M i / I I I , I \ , 1 :, \ . 1 I 1 / 1 , 1. I -325. -X ,',�r \♦ \ I 1 \ r. \\ x 1 I x i i 1J I I BARN oo ' ! �� �`� I"' T.L. 3900 `��� \II I - - - �'' _ _'� _ / /- :�:��! _ I �. 1` o �r /y, /;J; �# STOR�� DRAINAGE NOTES -..! _ M p �, 11. \ 1 \\ 1 `\ I 1 / I �' II�i 1 I rNO- Y• RIM EL. . I (0 . \ . 1 - _ - -.1 . 1. .= BA�SI30 /�/ (f� p -- -KEYSI -� , I I \1 I. \ I I / r5 O N , „ �.L, O?E_ NAL -_--�_ \ \ p•.... o I I N . .'.' _ ( Z L., I ;,�: _ 3 �---. ) + u \ I \ I : I I o LE. OUT W.- 307.35 1? PVC) --, f --G--- _ 1 , I I \ i % IIF\ \ I I I p. I I �� I z f Z �•. -- +---- I-- I I I 1 1 \ \ I I ^� I I I , \ h \ I \ I , , / I I :: 2. CATCH BASIN ( ' 1 • 1 n w \ / L 1 '�J N I I J c' 4%t. I II 1 I / 'i RIM - \ a \ I EL 309.3 ,i: ;,:v:CC;:� I • C I 1 1 �1 II _ LL I I / BARRICADE _ - . ` 1 I / J ' I I / T.L. 4902 ,/ _ „ vJ I I -1Wt.' ..ttyy�� I 1 c""1'1"- \ I I I J I I.E. IN E.- 306.90 (12 PVC) W r -,,. N-O�II UNE \ / 1 . / I I.E. OUT N.= 303.23' 12 PVC �, I I '••) . I _ 1 t I \ , / / ) 1 I - 1 N 0 r:: _ �-"` - r- t I I E 326 30' 2' C C. I / ( ) \ _ ► ::� _ 1 � - r 1 ,i F _ I ); I I - 4 1 1 CON C.) / / � .E. 32 . 3' 2' CO C. -- --------- 1 - \ . 1 .-"`-4 1 I 1 \ ' \ I';, I - - - - _ _ , w 1 \ \ % , - „ - I .o I -•�- - �o � � P' 3. CATCH BASIN n __ _ a (.. , .. 1 ' ' ROCK WALL , , ru \ 1 \ , -< _ , 2 \_ ---C' LE.-328.14 (1Z CONC.) ;.:. '•+v I 1 1 r to % I % �__/___�_ I ,'� \ . . - r, I .x::::. RIM EL.= 337.64 II a , ', 1 i I i'. ' `\ \ i \ I \\ / / - -, -- -, - -�--_ - ``��-_ '` �' 2 '88' ' „ I.E. OUT SW.= 333.94' (10 PVC) N , :I I 1 \ i I 1 \ I ( / / S$1' _- 326.92' (12 CONC.) T.L. 3800 ' AAoo o . 1 \ i j-�__�_ _ 'r-'�• -` -I`,-_.f �__ _I ___ I I'\ J S.W NANCOCK S i` ---- .20' 2 . N , \ I '-I-+--%- --%- --i_ ,' - r , I ______l / � , ti.. It :/:::... - 1 .- 1 i 1 _ -r / � / r� ''ii• 4. CATCH BASIN � N a \ I G' r '` :: RIM EL.- 337.73 , Lo z c I , 1 --- __ }�,• J. I.E. OUT W. 333.83 (10 PVC) . \I ' F \\ ii I i , I +�-_ _ -i --. - r .- _- /J _ !- j ;.; LE.= 327.72' (12" CONC.) +II _- �11 II -\-+�;_ _. \ I \ II �'' t 1 I9 J---- --y----1 - - --'-- - / -- _�♦ J ---"_t- \\` S '�{•::..` '•1 \ \ , 1 I 1 1 �' a' / / r I �� \ W - - / RIMSTORM M�NHOLc. I I I / / - _ EE _ EL. 337.95' ' I \ I i ' I I 11 I. \ I I JR , I / f I, ! / t ! ,} - 33I , _ 1 1 ,' ;' / 1 I.E. IN NE.- 333.51' 10" PVC IILj�nF I I I I I y ;' . ( ) J _ :•,; '.:; \ \ II N I I _ \ _ I // / I ! I.E. IN S.- 333.34' (12' CPP) T.L. 3700 ` ! Icl 11 T- •� :' 1' i / o r 1 I.E. OUT W.= 333.07' 12' CPP -, Oa I I � �:` r o t 330. ( 2 CO C.) �L -T I 1 i I \ I 'J I ; , j j' cti I I i I ji I \\ \ I 3 i �'• f , 1 // 1 ► 1 r E 1' :`;r' \ 6. STORM MANHOLE: �- v 'i• t I , I I I I \1,' / ,' ' I I J E r ' f {:%.1.7 .. _ r I I ► I I '� I VS I / I I I 1• I RIM EL.- 339.00' --- _� ' _ I _ I i j jl `'; I I I i. i'/ // 1 // j 5. ''� I.E. IN E.- 331.63' (12" CPP) J _--T- i"I I ; 01 L I , I I / 1 I J - G _ 7 ,. 1. I I 1 1 II I I I 11. 0 1 , / 1 I , , �-� _ , I.E.- X31.35 (12 CONC.) LE. IN SE.= 331.67' (10 PVC) 11. II �•� I I ! I I� I I I J 1 I I i i � I I , •) 1i I I I'; I 1 1 / , 1 tititi '^:::' 1. -- -- -- -a►' t i , --1-�!-J- L. t-L-. _ . - �- r J. I - - .. 0 I- - _ - I I 1 _ :x..: . ;. E - / I I I I I !' t -�r- ` r it-� -... 4 1 I I _ I I. IN S.- 331.70' (12" CPP) `\e I / I . t ► I I i JI \� `' \ - -�'i I. rLo TI- I 1 .....O. , I.E. OUT N. 331.37 (12" CPP) �+`' p N T.L. 3600 ► \__ +_ --- --�--�- - �n� I I I I I , s I II I I I I --'�- r / , J I I I I I1 I`. I 1 -- - 001--- .J 1 , �`�' d` ; J I , r -;' y I 1 .. / 7. STORM MANHOLE: �' � I 1 I •1" 2 r Q k, I 1 I I :' f-. r•'^ O ► I I I 1 I \ 1 ' f'' , ' I - 1 /, LE. 335.23 (12 CMP) 57.2 a_ _ v W ' 1 I }:> RIM EL 3 2 to Ft - - - --I--- I i' / I 1 - r� Ci In OCk WALL ENCROACHES » .. I \ _ - ,,- ,4'' , ' 'o I.E. IN E. 339.42' 12 CPP O �' I - 1 I �+ I 1 , I �r i „ I I - .J J :i _ I •� OG / P F 1 U T 1 T I 1 i' - �• 0 .0 N THIS I 1 4 S _I .� I 1' PV � ; � 1 � ... . ......t .. .L. / .•� J i - I.E. N S.- 3 0 (8 ) .� � a I I 1 I O uj I i hr.i. :•iX::• f, J ��1 AREA ,, , I I I 1 ,--!-'�'' c "-'I" - _ 1 ' - /' ,••' ,' Ii ' _ .E. OUT N.= 339.19' 12' CPP / �P 1 I 1 - - - I \ JtI I oo J T LI I a 3 LE. 336.70" (12 CMP) I T ( ) U p \ i i' i' I 0 �/ / I 1 I \ \ . I.. 3 J V T o d - V I I I i 1 ! I 1 I,. \�� `�,'' /' I ;i / r I d / S. STORM MANHOLE: I 1 I \ 1 \ \ i \ I / 1. _ 1 I a T.L. 3500 till ' , I , 1 ; \ , 1 I—...___.. t.. _I I N :.. ...: EL.= 1 I� 1 1 I I \ \ ----�- - -- _ `�:�_�_�, _ �' -I ice,. I RIM -343.69 .• _ __ 1 N ,' I I 1 I `-1 \... I �.•..•.. -�- - --�-"--- - _ LE. IN E. 334.97' (10 PV.) 1 I \ I..- - .ALL ...... .. _ I 1 I \ \ -I,- - I IN S. 340.26' (12' CPP r p� \ soo` , \: -�-' -- --�-- - I �' EXISTING LEGEND E. ) a I �- . ..• .• I.E. OUT W.= 339.97 2 CP ) _�__�_. -h - - ___ _--=- _.. 1.S _ -,- - --••---�--: \ - - `y _ - _ i --.. -___ - - -_ , - STORM DRAIN MANHOLE p r_, 6 FOOT \ 1 -�-_ __--':. --t ------ - I. -t ,5 p0- � ( E/ �p LE \ s \ \ ` \ - --'-- --- -. --=�--- _...."�' __3. - -------------- 9. CATCH BASIN: 4 �1 co v ROCK WALL ► % �-\.. I -� ]�- �� �� -- -- - SANITARY SEWER MANHOLE v v 1 \ l s \ I ► �3o.oa_ ` 1. . - __ / , :;7 I © TELEPHONE MANHOLE I.E. OUT S.= 340.31' 12" PVC 1 - i - 1 ( ) \ - _ T.L. 3400 ' I I , \\ \' C �-- � _ ........ - - �_ -LI F` - s - POWER I R\ _ _ _I t i \ \ \ _. .\ \- - _ L- - - --rr I-I_:_,.��__ __ _ _�� r ,. R SE ( \ t t \\ \ , I I - - - X -► I rI"... ,I - C. CATCH BASIN: I \ •., ''. '� 1 \. \ \- '+. . ................................... /... - t .I.. 1 1... I,r - J .. .\• 'r .:•�;•:. .., ® TELEPHONE RISER ` .. .. ......... ' I _ _ _ y % \ . �\... \. , 1 l��-'� i 1 . ( 1 �- .:�• I ® IM EL.= 343.22' „» ...�, ,' ` - - \ _3 ti -_-_ , . ... ....... I ! 1.1 f -\ 1 Q ► ' - TRAFFIC SIGNAL PULL BOX I.E. OUT W.= 339.98' - - � ' ' - I .SUL _ _ ...... 35 p0-� �i..I I-I' ?9.00_/� ' \ _ MAIL BOX '� . - _ _ -+ I \ \ . + 1 \ --------__-..- _ _3 �-I 1 I I I c� \ , \ , \ . . .... I `� ----_--- �a L,. ..- ...... \ 1 11. STORM MANHOLE: 0 7 .. �..... d 1 , _ I �• \ .. I 3 WATER LINE5 - STREET LIGHT1 .... '.I: I . 1 j . LOCATION TO THE RIM EL.=351.98' '� n o vi IrI 1 _. .._ . .. -.... .... .... . ... I - I I _ NORTH UNKNOWN. o - LUMINAIRE „ -II I'l I Cl _ 1 --- -----340.00----1 __ ...._.. _ ./'*...... .. ...... 0-_1 - .. i I. I.I•I 345:00 - \5- K i ' II I LE, IN S.= 346.02' (12 CPP) j 4LjjT L 3300 's I : . _....i __---- ---_____ _3x-, . •'I I I I I --__- I I � - $11 1 I.E. OUT N.= 345.84' (12 CPP) �\ - 8A ICAOE /i.. - r I ...... . . •- v' \ _ g I I I i -' 1 I .•:::•. I I COLLARD " Q �� .: f - I 1 \I o 4- I .. -, '` Y---- - --345 -� 810.13' 1 I i 1 \ ---- - -- ------ -- -- o - GAURD POST o 1,.1 . - ._. _ �-. _na J`'.�,� .may ---- � _-_ x -- _ 1 -)f+.�- -345.000.- .1..1. I I Li. .� .- :+ `` \ i., T ``, ''_ S88'43'30"E ;; : .;UE` -0- - POWER POLE N I 11 v 1 ! I 1 1 `' \n` ;,�. k` +.: �`' � p - - - - -� - GUY ANCHOR \ rt. I 1 �' HOUSE _ _ _ + I I I % 1 '�' R.- - r� �I FENCE IS 1.0 NORTH „:1�:: FENCE ON TOP' 0 -__ _- .L f ::J. ';' SANITARY R NOTES o 4.,•.{; ,:• OLD wIR � - o { - DECIDUOUS TREE C-... SANITA SEWS 0 t, a OF BOUNDARY UNE. _\ '; ,� , WOODEN WALL !IS FENCE IS 0.7' NORTH OF CONCRETE WALL IS = FtNCE IS 3.0' NORTH OF ' :. T.L. 4300 : : - -------------- j T.L. 3 00 _ 1 r 0.4 NORTH OF BOUNDARY LINE. ON BOUNDARY UNE. BOU14DARY LINE. I ' - --- - E AIdIIAk'Y MAI�HULL: LLJ T.L. 500 ► - EVERGREEN 7R E t- t 2i T 440 .. BOUNDARY LINE T.L. 400 �' V`� I 1,, L. 0 I , RIM EL.= 344.17 - ir, A I _ _ �` _ I ix.i... I --OHW - OVERHEAD WIRE LINE ►-- y. ( ' - I.E. IN 5.= 340.42 (8" PVC) rT1 _ - I i' P UNDERGROUND POWER LINE _ _` j 1 I I - I.E. OUT W. 340.12' (8" PVC} '1I :1:T:1.,':* I I ' T TELEPHONE LINE :r in SCALE '� „ EAGLE POINT � i I ;'`'r I 1 - 2. SANITARY MANHOLE: I�' � k' CI t' ''{'' . AS INE _ `L ,.. $ v 50 0 ?5 50 100 \•, ; �' - -- - 2 ' (f� 4.5) ` 1 I , `G - ASPHALT I.E.RIN S.=3 344 711' (8" PVC) I 1 J o - �- I o 1 LE. OUT N. 343.94 8" PV-, � o I ( - - CONCRETE 1 1 = 5 FT - , .. , I , `� I i- V.%, I._.. PERMIT- SET 07/25/2002 cool 1 _ 2 \ I 4 i I 6 _ I __ 121st Ave 13745 .--- Q) --- PI,M2002-0031(1 :I 2 of 20 .I�111 I , � _ .. T` .. ..-.,_ ....,,.,...,._.,._....,,...,_ __..___ ____.__. .. ­­_­___,__._.­ 11 wrr I�MMy�.r1, ....mac:':... , �m„".ww"om.h..„....1r5•.rra.""�t*,%, t'�",��111"' .` ,'1;'jI .. _,: 111 1111 1111 IIII 1111 1111 ILIIIII IIII 1111 IIIII1111 IIII (III 1 {CI11I I I f I II (1111 Illlllll�lllllllll`IIIIIIIIII1111�1111IIIIIIIIIIIIIIIII ,�I:uI ,III,i,II, ,,,I,,l ,l l ,1 ,1 ,,+v i,.,a _ �,,.,,.�rfr_�r/c °�"�+� LEGIBILITY STRIP JI 1 1 1 1 1 a •,r. .. ,I IOm6 t,m C 3 � D C 7 a I I I I � I � I I - I �,.,_" a 10 I 1 12 13 14 1 I IB 17 18 19 20 21 2? 23 24 25 26 217 2B 2Q 30 h �; . ,. :: kI0. �I I I OI ' .11 f V MONO 4yIOL Ip -01 ,I, , 08 - 111111 li 141 Md I , t �II - { ..`: , ' , r. _ - '. ?.h.!.+. - ,.,Ch„n...".." nn++�.*++,.,•.-...•,,.....-,_.._.......... .1 . r w r' "``" t. 1 1.3 .' :'I r °., i ti x , J'", r _ ., 71 , .. !9 \,�,...vw•. 11- .,,1. , ter w.:rrM wwwl+ .frit �� I�IIMI+1�g4k •' .., ,. v rk ' >p Y y M00 I � E00a k POO n e .. .. ; o �. F LEGEND _„ , , , • „ a 40 o 0 4 L O EXISTING BOUNDARY 11, PROPOSED LOT LINES PROPOSED ROAD CENTERLINE o o $• PROPOSED CURB PROPOSED SIDEWALK • I \ J• �/r - Il I •I,; I --------------- PROPOSED RETAINING WALL • SCALE ; r ' n ? - - - PROPOSED EASEMENT = 30 U 15 30 60 11 ' _ - - _ 1' 1 2 5 � c� TP7 PROPOSED STREET LIGHT ( FEET ) 1 t _ .. --tOs � `` "Y®'10 PROPOSED MONUMENT p 1 INCH 30 FT 5 ( 8 ) o 12 �. sw 1 Z l` �� E 11 �,�"°...-rC.�' I _< �- - 1 21�' AVEC _ '�.- 3� PROPOSED UTILITIES .:•�• `Y '�-� '~ _ - _ _ - _ - _ .. STORM WATER LINE 6 12 I D T` _' ,�� / STORM MANHOLE 12 ii1 cL .. J '- r• ,��` �- - G'' v 9 _ .I `G .�£ �/ CATCH BASIN t`.. y- ...tom•, --!: [SFl i."^ 1 17 I ` n °p • Lu IL , +s + .rn _ _� 1 t '" f 7 • , f 7 -' _.,"•�!' , O CLEAN OUT -� THRUST BLOCK 1 3 FIRE HYDRANTLu •'b( 'Ott 1 _ t SEWER UNE Z O Lu C/L STA. 106+2+.4: SW 121ST, AVE= SEWER MANHOLE C L STA. 5+56.27 SW STREET -C" os CQ Y cP WATER LINE Lu J 5 �V Q' C 0 GATE VALVE WATER METER LLJ CO Z D �, O TAPER TABLE CURB RETURN TABLE M � � m L = TAPER LENGTH 15 SEE SHEET C1O1Lu Lu a H- S. W. 121ST AVENUE PLAN W - WIDTH TRANSITION (FT.) 16 SEE SHEET C101 j = S - SPEED (MPH) SCALE: 1'-50' L -07 STREET CENTERLINE TABLE Z Q a 12� SW 121ST AVENUE PC STA. 103+31.45 1 W=9.34' ,L = 28'20'44 ; CA RADIUS - 475.00' S=35MPH L=251.94' ARC LENGTH = 234.99' CHORD LENGTH = 232.60 PT STA. 105+66.45 N CONSTRUCTION NOTES Oi STA. 103+23.16, 9.66' LT. r^ BEGIN EDGE OF PAVEMENT TAPER. �+J E LOW I OINT ELEV - ]55.54 HIGH POINTE 345.43 IOW INT-TA_99. B H.POINL511 - IQ±QR 2 STA. 105+75.10, 22' LT. PV STA - 99+73. 8 PM STA - 02+95.75 END EDGE OF PAVEMENT TAPER. CONTINUE EP ELEV - 332.10 PVI ELEV 351.19 PW 5717A - 108+21. 9 AND BEGIN FULL WIDTH PAVING SECTION LEFT. A.D. - 10.18 A.D. - 10.75 ELEV 324.$ U ;J K - 20.83 K - 4 .00 kO. - -1.94 OSTA. 106+73.77, 22' LT. 360- _ 1= In K - 257.48 END FULL WIDTH PAVING SECTION LEFT. �oo:ao'yr360 1 210.00' vc 430.00 VC - _ ___ _ BEGIN EDGE OF PAVEMENT TAPER. - '- -- --- - ------- --------- ------- - N n m PROPOSEI FUTURE4 STA. 1 GE OF21, 9.71' LT. c; FINISHED RADESTING GROUND �' ^ END EDGE OF PAVEMENT TAPER. AT CL R 4ACI CL R/Wej � q °,n• a� 4y r �j � 6.5' WIDE, 2" THICK AC SIDEWALK TRANSITION. o Win 1 + g _ 6 FT AT 12:1 RELATIVE TO EP WITH 5 FT LANDING. i ROADWAY I INSIDE OF EX STING2EDGEAOF PAVEMENT.VE FT �'••�-„ O7 NOT USED. 34 ... --- - -- -- -- - - --- - - - �.._!.: A - --v ��- -_. _-- -- ----- 340 INSTALL ODOT CLASS 50 RIPRAP 1.5' D x 7' W x a - 8' L. 17GRADE -- - - ---- -- --- O CONSTRUC TION OAT FRONTF-WAYO AND BACMATCH K'OFR SIDEWALKINL o o LINES. SEE 121ST AVENUE SECTION, SHEET C300. o A: '+7 .4 . T50 LT tztsr CAI IE I (12 )- 333.1 IVIG f0 SAWCUT EXISTING AC DRIVEWAY FOR STORM OR/.N mak, PIPE TRENCH. MATCH EXISTING SECTION FOR AC > m �••. AND BASE RESTORATION. °i o -STA 107+3L35,-.12 _LT-1 t `\ - - 320 IE- 25.30 IN Y O q Z I1 NOT USED 00 99 00 100 +00 101 +00 102 +00 103 00 104 +-00 105 00 106 +00 107 +00 108 +00 , _{ I 12 REMOVE EXISTING DRIVEWAY (2). ct 13 POWER POLE TO BE RELOCATED BY OTHERS. o U Ct 2 U REMOVE FENCE WITHIN 121ST AVE. RIGHT-OF-WAY, o __� _ -__ --- -_ _ 8 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 - 107+00 108+00 109+00 110+00 f5 REMOVE MAILBOX. A = > I^ f6 ABANDON WATER SERVICE, REMOVE PIPE TO HOUSE. m o S. W. 121ST AVENUE PROFILE O o "s SCALE: HORIZONTAL 1"-50' VERTICAL 1'-10' 17 INSTALL MONUMENT BOX PER CITY OF TICARD STD. DWG. N0. 170. 121st Ave 13745 SHEET PL1d2002.00310 PERMIT SET 07/25/2002 0700 3 of 20 ' n• k 1 6 J 4 5 I1111OIV 11L LL - 1111111 ..... II II III ilG0"0.1<• 1 234 8 9 10 11 12 13 4 18 1'7 Is I9 21 22 23 24 25 2E 27 26 29 30 25X1 811 II 1 '01 q xOxi � lOt + ..,,�J11uuL4uiµ6�.111J�{I1�J�l�lidWlAlWl�ll,tjllJ�JkI1ldW111L�1LLWll I I I, 1 p g q I g Ot 1�iilll�ltU1(w IkUJrll1>1�.WJIIr1�J1wLJrldt4l�lJ41�1�11L11�it41rlW.�LW�LI.u�uLwlJ�l�;�,Jil ......._.__.._._.�.--_�._..._.__. r n ` WOOI_110 NA- •wrar+-.wn1wM'+•w-a'r„'.;1..rraw..wwrr, _ No R. e fI I a (N i h_ WHSBM00 WHSGP00 WHSD[06- .. •. I co : a 1 C:) , u 0 y ••• ••• • .• •• t LEGEND . . . . . . . • o - - L 'STING BOUNDARY n 1 X11 �t -�1, '`` �,� �_ '�' I lP II S , f%►r'I - - - -- --- PROPOSED LOT LINES to to 11 1 w ` , I, ;II r I PROPOSED ROAD CENTERLINE o m "' "' $ ; v l ', _ a �d�•ti rI I �; V I cc c PROPOSED CURB m 1 p O r0 '. 1 '1 —1 f a •P 'I I �-.- . 1 1 _Jl 11 PROPOSED SIDEWALK 1 �'t : � . /r .Q ;_,.>,-••--..�. 'fix. � � j 1�' � '�I I1 �,, +\ 'X I I ' ,t - _ - - - - - - - - PROPOSED RETAINING WALL n SCALE , �~• - - - 7 ,I �. i j ,`, EASEMENT . 30 01 r i l h 30 60 - PROPOSED _ ',c to PROPOSED STREET LIGHT '( FEE t . = I .•a:-"'. l- -` ,::• PROPOSED MONUMENT z I rn►CH 30 FTce 1 / _1 ,- ,$ /t`: :x : :ti::` r '•':: ``^� ;f:', : is 4+ •:,•1.�. ' pial .<. ,�+♦ ;..:i•. PROPC.-ED T. UTILITIES 1 - siQ2 fl4 - -- --. STORM WATER LINE l -1-.•�+- -"-'-`i .-�� -r _S.. w,r '1 y .. • Il - +V.:'.. t i.. �J E ` V O -aw i"Y �� :y';h�v .,.•rl.! �.� t3�;':"1 1 � . tom._ a ;�T" ,�• �. ' n- L1.: ?' ;•-•;:: r �+ 1 c"' 1 i`A• 4' ( STORM MANHOLE Q �'•:� 1. :4� Vii::.: ' --'�'!r- �r r i•� .J•.. ''r•' y $ 7 •.r W" C,•: 1 ,F ., ,,.,.• •fir. v. r--- ��:�` •. .,.- ,., .�1' CATCH BASIN Ln `' tA. :l✓' •n1!4.• 1. i _ ft'y.�� r Y .$%i: '� iit �1 �•�"'-- , 1 t� '"�..;�: .. ti 1. � „•.r�- Uj `' % :`t �� ` 1 ` '' -:i; '1i•eJ l:7 '' CLEAN OUT u. A:: A r.. • ris. � l - p rs:is i,c: ?. �. w J fie.i.•• .V 1 , t \�`�.• ^'P^; _�.,.'�S�? j:}tt'xtM � "_�'•, r•;.a :•3'. 'c t1 ' y ► 4. 1 T. S'•+. ' � � THRUST BLOCK 2 ' ` t - •=• •�,•,•�V. ` W — r"., ,r�, FIRE HYDRANT LL SEWER LINE C/L STA. 106+24.43 SW 121ST AVE= ��►�� SEWER MANHOLE 1 ---r` C/L STA. 5+56.27 SW I;ANCOCK ST. \1 WATER LINE Lu j CL 1•' , , _ _--'� 1 1 �` `` ® GATE VALVE 1 1 , �► WATER ME1-ER W �n (l Op I ' 1 , CURE RETURN TrrtBLE Lu 0� J CL1- ,,,i 15 SEE SHEET C101 ' ' I i t I - � S. W. 121 ST A Vc N U r PLAN LAN 1b SEE SHEET C101 Q ? SCALE.: 1"=50' STREET CENTER!INE TABLE r� O SW 121ST AVENUE PC STA, 103+31.45 0 = 28'20'44"; C/L RADIUS = 475.00' ARC LENGTH = 234.99' CHORD LENGTH = 232.60 THIS DRAWING SHOWN FOR REFERENCE ONLY PT STA. 105+66.45 LL I I - LINTHIGH POINT ELiV = 345.43LOW T ELEV = 3 5.54 HIGH POINT STA = 103+08 t ---__..-- ----.-�_.--- -_-_._ -_-.-- -- _-- --- - - _ - _-.l -- ---- ---- � ' I - ------ _ -- P _ _--- - - -- -- -- --- - PVI-STA___..02+95.75 ._._.__. ---. --_ - - - - uj _ LOW F INT STA 99 6158 ___�._`-_-_ I STA = 99+73.78 - --- PV! ELEV 351.19 PVI ELEV = 332.90 A,D 10.75 PVI -STA - 1084 21.59 i _ A.D. = 10.18 ` K •L ,00I I PV+ ELEV = 324.54 Q U i K = 20.63 I I I I A.D. = -1.94 I 430.00,i VC K - 257.48 ---+ 210.00' VG1 ui •1• �__ - - - --- - ----- ----- — ---- - - -- - - - -- - - i — 00LIJ , ad 00 cv rn co r, oo ao u .r to _ I b r0 n Q ) O pn j— .. r- t: M LJ UD 4m 0 w I 0 n c) VI w C� iS �' ui in Gi �.' 1 4 v m - - - 14' U 5 �> > > -„/ - = �_�. > o CL > m w m m f a a. cu __l_____ _____ ___ �- 571; _ � I N Q i .32 o Iu � i > w I c Z _ i Sn I I FA LAJ - - _A_ 99+00 100+00 101+00 102+00 103+00 104+00105+00 - 106+00- 107+00 S 108+00 109+00 m-110+00 IN+00 Q Q 1 - M c__ 1b ` S. W, 121ST AVE PROFILE � U' c SCALE: HORIZONTAL 1"=70' ` 121st Ave 13715 r' ' r.' 1 Q. VERTICAL 1"=10' 1 l i�➢, 2l)02-003 I t► _ __- 1 i1t 2(1 SHEE t 4 PERMIT SET 07/25/'2002 _ C800 o I I 3 s 5 1 6 r , :... ._>....,«. 'wT,w..n...m,....,•r..•,..", ....a..•"....,,•rrp,».qp,r,q„pw......•r,a.!paw'-"""'" .""�e+,.._-•.._._._-.._....-.........,......... .,„.'._...__.__..._..•_.....,-._.....-._.... ,¢„n,.... .-..,-..,_....__.._.. _ _.-._._.._.. ..._ _.._._.. .— ._ _ ._. .....__,.._.. ... _ ' rr«. ^sx,is ::mss_. .., .. 111-.-...,,an,.c.;.. id, ” till sic .tir mux :';•:ulu:.u•a:rd c •., ,. CIT? i Il.i;i fill Ili) ILII II!tlrfi'tilli 11!1 1111 1111 Iut Illi Iill !III IIN Ilii till !I,I f 111N 1111 IIN Ills 11f! 1111 1f�i 1t1 tt 1 1111 ltti 1111 ittl .I;I!iut Till illl till IIII 1 !I III I'II UMMUL" iI F I hIlIl l j jIIIIr I I�j �j 1 � O al it dM < I - I y a F3 b n I 12 13 14 IE 7 18 19 20 21 22 23 24 28 2B 2? 28 29 30 •i ,�4£A i .1t 811 1 1 pl J MOM 0 IOL o"Imms t iC �z t s ,iw,. •• K.r•+.!''9Mg'�MkiUlgpMlMwM �+,:••.,y ._,.W., 'o;!Vk 'IirN•1 •: �A' PoIM�IIfMO'tFY�VW s}!pD _ _. _''•""-�y�e ... f..id.t_.sLa_J� �,..._;�-,-x.:_•., ... .. . J A •SF W'T 1 • • yy a •" fi � Q u C � REMOVE EXISTING VEGETATION AND z o o "-`"""'�!+*� .t- ....r._.. �' :'-'• , LI { TOPSOIL AND REVEGEfATE EXISTING r'1= --.....�.` Ly:'�''�"'�.'.'.."r... �•-- - i SWALE PER C.W.S. 007 STANDARDS •\` ""'�•_!��r•`"� -r•..._._.��.•,•.. AND DETAIL AT RIGHT. o CO � nsr �• "a ,' ,.�',�. ~�• � -. � , . � 50UTH�W ►�O�rH � EST � �, -• .. 'T'" r /'t:..� \ :; `:� ; �� !�! ''�"•1r=—__.,• � I 0`7U�'E DECIOlJ1Ol1S WI NIFEX5 Raj W s �f • •. - �•.,��I� \ • •t\ ;� �� •'rte � •`� -_ \ '�� I� l� I; '-� v PT - 1+8 - 1+38.13 \ .� • \\ '• ! \ Il�' �\ ` j / SCALE ` � 20 0 10 20 40 \ • OPEN SPACE � � R � ITY � 2+06.02 � I �'e . � � — _ O -. - r _ •� \ `'�1�/ 1, + \ '� I // ` ` .,'.,;.at'�•Yi.�ait� ( FEET ) A�1A171N�w_ r < I J W CL F'A iLI'T�' 2J�r+ 1 INCH - 20 FT -1' TOP 501L- - - - - - KIVEK /� ' � /^ 11 V" i!'�.,;r• ' / KOOK v! - _ _ KNER FUN +4 PLANTD46 RECOMMENDATIONS -` \ /. ` �. !; •.tE ,.:.' z:+'.; ✓fits .. a, \ C J Rate \+ 1• ' . ' ` .�,, \ ' l ! nq SmWl Fr ltsd Wl Rush 1'-2' OC phx � __j i 'L ;. - •--------- `., :�. - '* + ,r t/ ( Slough Sedge @ 1'-2 OC plugs MIX TYPES I � Q rn 1 •� �� -' '�" Spreading Rush @ 1'-2 Cruj OC plugs V •` - • 1 - .- •. ,,,,_ •- .ti'~ - �� ' ':'.. 'Ani- . i � � ( Base to Mid 5lopc CL -� Slough Stdgt V-2' OOC plugs C) LLJ •1 Red Os er Dogwood @ { 8 `'9 MIX TYPES CL 1-Z �, ,•�, \ 1` Pacific Ninebar�C @ 4' OC U)LQ \ — +'� ti• 4 i Oregon Ash @ 6' OC Above High Flow Line o Oregon Grape EZ 3'-6' OC 2 gallon MIX $ � Q Uj Red Flowering Current CD 6' OC 2 gallon Q llij� l 0"lcas Fir_ — -- 22rOC - - 6=8 -- ---- -- - -_� • , �-y D SWALE BOTTOM & SIDESLOPE S 0. PLANTING DETAIL QUAIL HOLLOW WATER QUALITY FACILITY 2 W 'I <C ' v , c3 , ►= tii o Cl- Cl- C.) x �� .y• U � � a 7, N \ ]c Q ' I C Q p U fi q - c CL �n J rJ I O r1: Q I I I O — - a ~ 1 Q m laJ _ V) A ��.. •-r, 12 I st Ave 13/0 n 4 PI.M2002-00310 S of 20 SHF ET PERMIT SET 0712512002 C900 v loop, +s+•n•Ir•nF ,- FwIr•a.�a+�•M�►'�aw�r.-•ca::n=n.a�•�+c+F.aarm•N. ,.,• . nsw.w.na .•+•+..••w.+ re+++r*wewwoFerw•u••.••��i1�"",�1► "....., n.r.^....+."r. «. s.w•r•+rx ,now+�.'usnw,r+.... rrw..+..»n Mo'1r.a•�P w rw ,... n.. ,.• Yh1Yi•rwI• . :An+tAr1M1i11YAl6W1°.w>rM�N11MiMF1 +Aka'1k...�1r.V,W/f'I't.y'aa„'e41'!�I►{Ad'z+IAR'viPaS+rt.'>�"�i1d.. .... . .• ,. ,. • .'.. TI i •.., f I l I I I I I I ! I +I IIII'I!N Illlltlll I11 {lil+ +III t 1 f 1! 1 I!I t!I I 1 1 " 1 tl II It+ 111 111 11111 IlilIIIIII!HI,II!Ia 1111�111!,IIIIIHII 11!111111 I rl Iil1l IIII rlr(IIII IIU1 IIII III1 l!f I111I'do!I!f IUI III II! 11111 2Ifil IIII l�IIII IIII'III: II IH,IIII IIIIIIIitI� is IIe aIo at '22 2: 2a 2s zs 2; � { � I '110 l oLE( 81_ITY STRIP o I 3 «r:rs J } I I ( OI "' "ONI ell 0 y41• cit + I I I ,(�, I C Z ' Iwe r gf: -IAL. '11111 fi • b..:.'•` �y . .. r •11kadMMr!1K•+t Ierm..r1Y6d1+ur+r• 410 A.M►, r .-. ,. ,., _. .. � �.. , i �� 1'.r�i � _ �,•�. - YI�'M!1",R•rFT•.'.^`r^11M.?r+'.l^^e'�M'beF::.ii9M1F. .. ..... ., r... .: • .L...-.—... . —„-.-.. ...........-..-.tom.�__:—..._...._.... ._.—: ' _-..,-. . -_,. :r,r ..•..rr.,.-_i. ,.._r:.... w.x. ..-._ - ...,-yr............ . _ — —_ _ __ _ - , w i r f ! a • NOTE: �,: . . . . • • n CONCRETE ANCHORS TO ONO. H u BE INSTALLED A4MEDIATELY p DOWNHILL OF PIPEBELLQ _ I- - • •• • .. r a A A ---- --- "' C SEE DRAWING NO. 260-ST °JG :p ! • • I I - — ,. •• FOR FRAME AND GR.+TE � 1 ( �()�J ILf I p' • 9 ;' T.�YP�.� \5/8" X 3" BOLTS 2 1/1 A /� ' O N • I 1/4" V 2 EACH END C 4 w I o a 0 � \ / •, p // PIPE BEDDING D I T C H /."-.^� r o i � Zf. °p ` / a GO ---- 2 1/2" x 1,12" -- -- _ N V) v p ISO. EDGE FLAT BAR PLAN ` POUR AGHINS r SF_C TION A -A v to o co CQ UNDISTURBED SOIL tw 3" X2 I/2" X 3/8" TYP. ANGLE ---- 17 SIDE VIEW - !� B • -- - !'j TE 3/4' \ PLAN ftl 2" MAX 34,r> I MIN 10 m o a I a REMOVABLE WATERTIGHT CAP PLAN 3/'8" X 2 112" FLAT BARS Q v ,'� s \ • b ! ; .o . v p AT 1 7/8" ON CENTER >11 DITCH A - v - PLASTIC OR DUCTILE. I,20ry p 4 p 1? 1/2' _ v BOTTOM v W _ Of , d .Q .� — - 2 1 I D dA. . . a. . ' ' I�.LE_T FlQI. .0 r T F�,(�'�(, T w . .V B X OUTLE / ic MAX. V MAX. - --- - -- POUR BOTH SIDES a. .. tV ' • �= 2 1/2" N V - _ AGAINST UNDISTURBED CONCRETE ••'•' ' •'• I - SECURE TO MH WALL WITH ' p v / � - SOIL (TYP. •p' _'� . .. ! • � [] STAINLESS STEEL BANDS p Q v `1 n - ` (MIN 2" WIDE) AND a ly v ~ I C 00 m � a d I to Ln I LI 1/2r. BOLTS 4 . . Q. o V. I c o a C ' CROSS BARS ° I. D - N ° . . - - - - t MH DIA TO BE DETERMINED BY v .� �. - , a .O a T11 111111 11 1 �1 11 P 4 • O I c^ J/8" ROUND .7 t, . 6 D S17.E OF OUTLETPIPE 1 - 36" MIN ` 4"_21' PIPE 60" DEA MH v °, `�' w 1 _�_ 2'-0" 2 -3 3L8 - ,, 24"t PIPE MH DEA TO BE DESIGNED M>X SUMP DEPTH 5' PLAN I � a SECTION A— A SECTION B— B (�-, . • • •;.;,I MIN. ANCHOR SPACING I NOTES: • �•'••���,�,::;'.:,�'.•.�.,.��•:..�: ._ �I SLOPE CENTER TO CENTER , I G7 Ui SUMP VOLUME REQUIREMENTS - DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-473 1 t ' o SECTION A—A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE 0.20 - 0.34 35' I W ODOT DITCH PIPE SLOPE -- MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE ANCHORS" DWC # 2091 IS _ L _ 8" OF 3/'4" COMPACTED BASE MATERIAL y COMMERCIAL/INDUSTRIAL 94,0 CF/ACRE 0.35 - 0.50 25' ACCEPTABLE ALTERNATIVE 2 1/2" j C` 15' -- DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED � (� ' !�. lf� 0.51+ 00 OR CONC. ENCASEMENT �I —�2 T I CL uj I 00 _- / (B PRECAST = MINIMUM WALL THICKNESS TO BE 5" p� / u REINFORCEMENT TO BE REBAR MEETING ASTM A6'5 GRADE 60 OR WELDED 3/6" X 2" FLAT -J TYPICAL BOTH ENDS �7 BARS EACH END FLAN OUTER BARS AND WIRE MEETING ASTM A497 3/16 EVERY SECOND SECTION B—B `` L'.1 Er`n' UJ INNER BAR W v J r^ I FRAME AND GRATE MATERIAL SHALL BE FLAT BAF: STEEL OR APPROVED EQUAL. T V, WATER QUALITY MANHOLE ANCH0R WALL ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIREC FOR STATE DITCH INLET AREA DRAIN I YP E 11 HIGHWAY APPLICATIONS. _ NTS / USA DWG. 100ST NTS / USA WIG. 373 NTS USA DWG. 250 OVERSIZE CATCH BASIN FRAME CRATE w NTS / USA DWG. 290-ST PLAN NOTES: - MANHOLE DESIGN TO CONFORM - I B I 1M1F1 ASTM C-478 AND RUBBER GASKET 7 o o DRAWING NO. 010-ST FLAT TOP I ' <<.�' ` ' -RUBBER GASKET JOINT _ _ TO CONFORM WITH A)TM C-433 (OP TI ON AL) E�j/ R Z o F O O - STEPS REQUIRED ON FLAT 10P • MANHOLES OVER 4' DEEP SERVICE LATERAL PIPE SECURE 2X4 IN PLACE \' I ^� 'O O I O O 64" DIA. SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL `� .� ..• a �. -`----SEE DRAWING NO. 150-ST T TO PREVENT PLUG BLOWOFF V• 9 •' 'r'o' • V._�' ' °: i FOR FRAME AND GRATE j 24" CL • RECESSED CURB INLETS TO BE INSTALLED O O ° SANITARY MAIN O �� I V) e l� aql o "� OR LATERALTIN ACCORDANCE WITH DRAWING N0. 140f3-ST J / a— PLAN VIEW — d s 48, --v -- ---� d ' 2X4 [-CURB ��P �p o RUBBER GASKET _ M , �o��� n / _ � STORE ' `� > TOP OF RUBBER GASKET FLAT TOP - �V T v ` n "' " . '.<1 �PAVEMEN 1 % t t 'n > CCL� '\' REINFt)FtGEMENT f 1 ?_" • •, - r�=�-�j,<1 � cC � C) �'_ '� � OR STATION: DISTANCE TO NEAREST MANHOLE. j - - - - - - ti - 24-3/4" _ C-171 Zj � w 3 (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) _�_ c • 4 STANDARD MANHOLE FLAT TOP j ` 58" F)I A. - A v REINFORCEMENT --�-"- -----•'i LENGTH: SHOWOISTANCE FROM MAIN TO END OF LATERAL MIN O WEEP '-� .•„ �T f ' P w STATION HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL 36" • o HOLES p6 BAR AROUND OUTSIDE OF OPENING LOTIy: AS SHOWN ON AF PROVED SET OF PLANS -- - LENGTH MARKINGS TO FACE STRLET MAX d MAX 22 �J! #6 DIAGONALS BOTH SIDES OF OPLNING 1 2 ' HEIGHT c'r 1 � .. Lam'' � 1 2^ � z 0 GROUND MAGNETIC 5 ln' w6 6" O.C. BOTH WAYS OF . +� mcl: 4 Iz_ 2x4 SURFACE TAPE 4 ----- -._ 27" � MIN COLOR CODE SURFACE c, CO a 25" m 36" - -LOT# (GREEN-SANITARY) v n �tl E•• T- -� D �, I CN I q O � �'.•. 4' GROUND n a' I j` Cr=i MAG/TAPE -- -i I_2 -4 1/4"_a ! 6"' I _ - - / 3" • / Ila (GREEN W/BLACK LETTERS) 11 SECTION A— �, SECTION b-- Q � 2423i2" I:. � � a — ` PIPE 2X4 NC TES: �1., - � W C� ire PLUG CAT:H BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 * _ �- Q G- L j • •' e •. NOTE: ALL MANHOLES IN `STREETS SHALL USE STANDARD FRAMES. 8" )F 3/4" COMPACTED BASE MATERIAL e •, •e• ! ° 1 fi ��^ o ° K Q° ` M 4XIMUM DEPTH OF STANDARD CATCH BASIN TO BE 6' FROM TOP OF GRATE TO FLOW LINE NOTES: u °8n��s PIPE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS 41 0 o" 0.6�"" AND ARTERIAL STREETS. Cr O qo o ° 9� PRECAST CATCH BASIN: e °° ° °°°o_�b=� F 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A 48 CLASS 30. � I ° °per 6 z-�--- MINIMUM SLOPE FOR 3/4"--0 PIPE ZONE MINIMUM WALL THICKNESS TO BE .� FLAT TOP MANHOLE o'J o ° �g oa8o" °° 6" PIPE - 0.010 MATERAL AS SPECIFIED REENFORCEMENT TO BE REBAR MFETING ASTM A615 GRADE 60 OR WELDED WERE MEETING A 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. I O S 41.[AIS U.S.A. STU. DRAWING NO. 050-ST °!j� °0 0'�° ,�+ 4" PIPE = 0.020 4. NOTCH LID FOR LIFTING HOOK. N o°•�A s6/ SUPPORT TEE WITH .�� BEDDING GRAVEL, cin A % / MINIMUM 2'0" WIDE ELEVATION cn q SUBURBAN & STANDARD 7 FLAT TOP MANHOLE _SERVICE LATERAL OVERSIZE GUTTER & CURB_ MANH01_E FRAME & CO•VER�CG- 2) NTS 2 !I; '1IEE T NTS / USA DWG. 050 NIS / USA DWG. 170SA NT, / USA DING. 225 l�lst !��•e 13'745 � — of*2PLMot►2_t,°�'" PERMIT SET 07/25/2002 C401-- - �i�1f•?f) ,_ _ _ .. ...... m.•.+.a•.:M. .,...,--_........ . .. ....._,___... .__ .........,�., yr•ly, : _. ,....... . .mrw.7N16•gasw,,;,,,,,,,,,,��r„� .. 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"III , i IIII II11 Ili ' LECiI81LITY STRIP Cil I I I I I I I �, 11 I b ( I I ( v 0 I 10 I I 12 I� 14 I I I't3 17 I8 19 20 21 22 23 24 25 28 27 29 25 30 , m: n mm.l Cm N� r l 01 N5f•I Y 1 GZ • ,tY.��'. ,� ,�.id�l>�•1�1J�I�,�,��.4�,�.1�1,�J,�ri.�,. �II..L�.���III 1.��.�l�;t.�.�lll,�i:��,1 Oz + ' +1 L ��� ��� I ',�I.lt,�tl�•1.�t!,�,ul�lt�'�.l�.l:�,�J,�(..�.,�..,1t1. , tar , ��W��9�1���� ,..n :. .. ,per. .w-..r!'wir►wn••x�•wr+^- I Oki �WM�tIR '" kms, ., 1w. , f Ih DEX- ' ♦\\ '� W 1 1+00 I " _ DEoo J - �+ 1 TAPER TABLE LEGEND .•. •' BMOQ - - - __- - - tr --------------------- 8+00 -- = - 40 - _ _ + L = TAPER LENGTH I y I 7+0() - 'n W = VADTH TRANSITION (FT.) - - EXISTING BOUNDARY p a N - -- S - SPEED (MPH) G O h Sw 1 _ _ - 6+00 ---- - _ �_ __! L . 1111 '_ -- - -: ;• PROPOSED; LOT LINES ori a I I 60 X11 + -`+"" -- -- ---- PROPOSED ROAD CENTERLINE to • / / I ST . 15+50.37 IZ 1 �• + - ❑ -2, SAwNUT EJ1 � ~ S-25MPH 1 PORTA BEG CONSTRUCTION 0 u PROPOSED CURB BARRICADES CONCRETE BARRI7R. L-20.83' DO NOT BLOCKI DRIVEWAY. CITY TO 0 0 a I I cn APPROVE REM VAC. ' I I ' PROPOSED SIDEWALK o u I I ! 2 W-2- STA. STA. 15+51.37 16.TRT-\ 1 , ! I I ❑ rn . MATCH EXISTING CURB ! I I I S-25MPH r 'T i15+55+915, 1 RT ' REMOVE EXISTING STREET 1 $ L-20.83 - - - - - - - - - - - - PROPOSED RETAINING WALL > �' I I STA. 6 BARRICADE I p 00 ^� M 4 a i; BEGIN CU 8 TAPER I G � - c I -1 ' I I t - w CZ "� "' STA. 15+55.4 16' LT, I I STA. s+$s.2 16.0' RT , PROPOSED EASEMENT - s 1 - ut� BEGIN 3:1 CU 8 TAPER I , I BEGIN TADER MATCH EXISTING CURB I 2 -•��_ - I - I � I INSTALL PORTABLE iTYPE tll � tv I \� STA. 15+76.78, 14' RT,D I I c ' ._ STA. 15+61.46, 14' LT. -- -+ I I 2 BARRICADES OR CONCRETE BARRIER. QQ PROPOSED MONUMENT 1 1 END CURB TAPER I END 3:1 CURB TAPER 1 - �_-'�-�-_, I _ - c�I 00 NOT BLOCK DRIVEWAY. CITY TO �'- �" I wr APPROVE REMOVAL, C ;' --2.s' LANDSCAPE EASEMENT �P PROPOSED STREET LIGHT ♦ G _ 14' --r'!-8' PUBLIC LITIUTY EASEr ENT LOT 64 '' r./ I �` (Sri STA, 9+94.80 q LOT 65 ,_.OT 63 ! SAW'CUT EXISTING AC PRPUTILITIES \ P•lLE-y / 1 I / I LCT 1 a i , BEGIN CONSTRUCTION PROPOSED 1 R.O.W. 1 _PROFILE DESIGN ❑ I ' / - - - - - - - STORM 1 CURB ' CENTERLINE ' I BARRICADE EXISTING STREET STORM WATER LINE L 0 I 2 !0/ 30:3'.87 / STA. 10+06 11, 14' RT II BARRICADE r Z - 00 G 304.88 , F' r STORM MANHOLE l , 10 ENO CURB TAPER I. STA. 1C+05, 16' LT O ' G ! i� BEGIN 3.1 CURB TAPER __ ! CA ,,TA 18+45.30 SW 124TH AVE._ /'. \ � _ � 3 2.97 _ _- _- i PC LOT 62 I - - --- -- E' l �� sTA. 11+11 14' LT CATCH BASIN CA STA 0+06,16wHATHAWAY TERR. - \ �. I �- \ �\ x G 305.61 1Fill END 3:1 CURB TAP R O G 702.24 �' ' 1 11 !' CLEAN OUT / CURB RADIUS 1 � ��' S � ��� � '� ' ' -=' i I I � T �•"' ' � : O LOT 3 � 40.00' LO THRUST BLOCK 2 '•.\ �x 1 / �x Gv= _ j1. 'w. . I Imo_! 8' CONCRETE PATH TYP. I co SEE SHEET C40U - / FIRE HYDRANT V) Q` . G 306.00- - 1��-`=� _ .e::: ' I 1 LGT 5:1 G 302.23 ;I - I SEWER LINE ;42', .`�. PRC i (; 305.55 LOT 61 I ! l I I SEWER MANHOLE LOT 21 LOT 53 ' 1 304.66 I I ! f $' CONCRETES PATH - _- ,'/ _ ! 1 ( WATER LINE R.O.W I ` - SEE SHEET 400 � G ,303.35 \ ' t I ! 1 1 n. n LOT 4 1 $ i/ QG 1 !,X P.U.E. I \\ Ii _ ! , __- 'T l AT VA =i= GATE LVE r= f-'D / '� \ $ LOT 60 \ !i - 10.5'--•a I 421 I ` - - W LOT 5-9 \ I 2 ! i WATER METER \ .I--+ I I I I LOT %2 LOT 54 I 141• I I 1 LOT 49 �_ LOT 20 ' �` I I _ _ REMOVE EXISTING CA STA 1+7 30 SV/ HATHAWAY TERR.- `! 1 9! I II I - / / / `CURB RETURN TABLE -' Q STREET i II II i CA STA 0+0 SW HATHAWAY CT. I O c �.. STREET BARRICADE LOT 5 1 __ I ' 11 o I --�_ / ALL ELEVATIONS ARE GUTTER ELEVATIONS J I 11 I I� 1 J -1 ! � /1 I } t ------ -1 1 , S , 1A-79'10'31* R- L-36.36' -d '1 4- 1 I 1 _ 25.00 L-34.55 3 25.00 Q 3 9 2 � 1 ' (Z) I �-'---- L I Pr` TSTA. 1+90.06 1 ' I ! I I '-"T!` 1 _T I I -__- - I / /PC STA. 16+13.43, 14.00'LT 124TH AVE. O PC STA. 1+39.70, 14.001T HATHAWAY TER W SAWCU7 EXISTING; AC O ' �I I I I i I PT - 2 �2 I I I I`, ~ / t 4 301 1 .52 BEGIN CONSTRUCTION . _ I I I / / G 300.93 G 302,47 co I 1 C 19 f -- I I I I , W' }. / .52 /8 302 INSTALL PORTABLE Tl'F'E 111 ---� " '- - ^�T - _ - _ __ I I t LO 23 L , _ b i I I I I 'I > I I I !,�tj 1/2 302.10 1/4 301.15 O BARRICADES OR CONCRETE � - --- - - `_ b I I I ii , 3/4 30244 1/2 302.33 r- t� BARRIER, DO NOT BLOCK - -- - y °' /L STA t 9+25.00 It I I -t - 11J LOT 58 LO 57 LOT 56 LOT 55 �' 0_ �< I / / 7 8 302.49 34 302.1500 II I SW 124TH AVE. ! 1 + >" I ! 1 / h Lu Z DRIVEWAY. CIT! TO APPROVE -- _- 00 i-- + j' SW TALOt��LAN . 42'`" 1 .._f STA 0+00,00 I I I 11 I Q I 1 I ZI CURB i / / �•,� REMOVAL. I -T+i 0 1 - --_ L f 3 , /L STA 3+36.38 SWLCOCK ST. I N _ PT STA 0+35.35, 14.00'LT HATHAWAY TER PT STA. 0+36.03, 14.00'LT HATHAWAY CT 14' 28' 0 '0 I i SW TALON LANE'-` -- - -- I 1 < I R.O.W. / G 30[.43 G 302.01 �A STA 13+29.80 SW ;122ND AVE. - - __- I I I _ � ( � 8O P•U•E• IC/L STA 13+29.$0 SW,122N0 TERRACE I -P.U.E. ,�3` // 2O R=25.00' L-34.42' Q-78'53'26' R.O.W. it 31 PC STA. 0+3516, 14.00'RT HATHAWAY TER 4O Re2500' Ls34.24' A-78-27-47- MATCH =76ZT4T MATCH EXISTING CURB T' -U. 5 ! it 1 I f �I 2 - - - - CURB _ 10 N i P O 1 / 0 r IMTH NEW CURB r L 10.5'_ _ r _ _ of 2 I CONSTRUCT CONCRETE G 303.78 PC STA. 0+34.87, 14.OtYRT HATHAWAY T R O.W. I 1 STA 3+ I + _ o SIDEWALK PER 1/4 304.38 G 301.14 �• STREET CENTERLINE TABLE !I LOT ,8 I 1 .3 -- -- - - - - - Cl, I 7 I /L 7 .19 SW HATHAWAY TERR.= S �N -� - -;'_ „� CITY DWG. 120, 1/2 305.57 1/4 302.41 I 1 O i CA STA'0+00.00 SW HANCOCK ST. ! ! OO - - 16`- ---� -�' -~ -+ - - rr / --• 3/4 306.96 1/2 301.98 �iJ 1 LOT 6 �' I - 32' 46 1 100 I - - ---- / �' �_�`-�,- PT STA 16+76.98, 14.00'LT 124TH AVE. 3/4 303.50 1� SAN 124TH AVENUE PC STA. 15+70.2'7 I I I1 :. _,_�__„� I I i ---- - i-- - F2+00 _ � � � / - T•: �=, _, � �•,, -1 r� -----f-- .-_�•--_--�-+_ - � -- --__��+00 � / -- � �/ _ �",� 00 / G 30814 PT TA. 2+05.73, 14. TE Q 42 54'42` C/L RADIUS - 166.00' I T-TI f- ------ -- -'^^I'�• �-r-- r t �- -- _ _ ! - ARC LENGTH - 124.33', CHORD LENGTH - 121.44' 1 1 I $ ! I -'- ---- ---`- I S.W. HANCOCK' STREET 4 1-00 15 x G � 00'LT HATHAWAY R I i - 10 10.5' O >N / a PRC STA. 16+94.59 I 1 I II i 8' CONCRETE BATH I SEE SHEET C400 + _- - ! / I ;t�t �O / / SO R 25.00' L=34.24' Q-78'21'47' -- -) T-_- -' - I- - - _ -_- �/ y 16' / PC STA. 0+60.81, 14.00'RT HATHAWAY CT R=25.00' L-39.27' Q-90'00'00" 2; SW 124TH AVENUE PRC STA. 16+9-4 9__ I - > T 'T- I LOT 17 LO 25 a --; - - _ _ -- - " % G 301.38 PC STA. 0+39.00, 14.001T TALON LN C 4523'39'; C RADIUS - 166.00' I '- - - - 0 - /L I ( I I< I; f I I ;I _ .� I, �:.: 9O � - � ��\ , Sy -- / / T 1/4 301.50 G 330.13 ARC LENGTH - 131.52'; ChORO LENGTH 12$,11' I I 1t I ( I , 10 j�--� 4Y' I 1 11 _1. 13 Op / SA 4+97.93 END CURB 1/2 301.68 1/8 330,06 PT STA. 18+26..1 1 I I I N I ! I ! I Y8F I I I I O ��� s ` / & GUTTER. BEGIN 6' L x 3/4 301.92 1/4 330.12 SW 124TH AVENUE PC STA. 21+78.66 I I LOT 7 T' __ I r -- __ _� I __ _ 1;4� I I I {-. - i --1 - 4 / RA u' x 2' THICK AC PT STA. 0+85.30, 34.00'RT .'ATHAWAY CT 1/2 330.06 L0 03 TI -- I CURD I 1t 1 t-'i , I $ I / r / RAMP W/ 5' LANDING G 302.23 3/4 331.16 11 Q = 25'26'-32'; C/L RADIUS 200.00' T I I II 13 I, I I LOT 44 LOT 45 LOT 46 LOT 47 i - _ \ � � / PT STA. 19+64,00, 14.WPT 124TH AVE. ARC LENGT14 - 88.81'; CHORD LENGTH - 88.08' 1 I I I I N ! I I r? k,O,W. I '! v 1 //6/ - r- I _ I I . I I I I LOT 39 t 6 R-25.00' L=39.27' -90'00'00- C 331.42 PRC STA. 22+67.47 1 I_ I I I I I 106 O Q 4 SW 124TH AVENUE PC STA. 22+67.12_ _ I 1 I I ! I LOT 16 I I I LOT 26 1-(J _ (; ���iiM" P U.E. I t I 10.5 42 /� , SW STA CK ST.= - -� I ( r SW HANCOCK ST.= GC32908t8+86.00, 14.W'R1 114 RI AVE. 8 R- I 1 I I 28'- %�° � 25.00' L-39.27' Q-90'00'110' O Q - 26'00'35'; CA RADIUS - 190.00' "'�'�- - - - -- _ 1 !I I I I I i' I I !i I _ r L / C/L STA 106+24.43 O ARC LENGTH - 88.25% CHORD LENGTH - 85.51' --� p I 1 I I I I I , 1:4' % / ♦ / 1 j4 329.44 PC STA 3+32.19, 14.00'11 HATHAWAY TER I I , ` I I i I I _ li i '1�_ � P( STA. 23+53.72 I 1.-i -{ I I__ __ I I I I ! g .1 __ _ I I CC i� _~'-- / i / f� _ SW 121ST AVE. -- / � o f I t I I / t 2 329.66 G 308.63 O W _ I N m _ I _ 3/4 329.39 1/4 308.71 ! 1 I I --'- + 'I" - r - - - __._ _1 __. - -- - _- �► / jC /� PT STA. 0+39.00, 14.00'RT TALON LN 1 (51 $W HATHAWAY TERRACE PC STA. 0+46.67 I 1 LOT 8 1 ( - D I 1 I J - - - - - --. 1 � {� /2 308.57 �; U I I / / ,/ / /oT G 330.13 3/4 308.43 ►' N �. -'•� I t i I!o I! I LOT 38 Q - 15'39'39": C/L RADIUS - 100.00' - {- __ _- - -- / / a PT STA. 0+39.00. 16.00'LT MANCOd( ST ARC,TA. 0+74.0027.33% 33; CHORG LENGTH - 27.25' ! I I t I 1T.-i I LOT 27 I 11 I -, y i (1 Z I I // // , /OS 9 R-25.00' L=39.21 =9000'00' - r G 308.36 r 1 I ,� !I I 1 LOT 15 I I i 1-1 _ ! I I LOT 43 1 LOT 4L ' LCT 41 I -1. _ C-4 R-25.00'-. I / /! �a/ / "6s `� n V SW HATHAWAY TERRACE PC STA. 1+48.81 (-- -- ___ __J I ! I I PC STA. U+39.W, 16.00'RT HANCOCK ST ff I I I I I I I C STA. 9+11.87 IW KELLY LANE- I LOT 40 I i ) �- / // / // Q' /`` 4s G 308.36 11 R-25.00' L=39.27 Q-90'00'00' - 4733'53', C/L RA��IUS - t6t1.f�H'- - - -..,_ t 1 I I I I i P � -�- oa I I `t_ / / 0 ARC LENGTH "+ 137.81', CHORD LENGTH - 133.89' i t_ I I I , 11 1 C/L STA 15+62.96 W 122ND TERRACEPT agt+&67 1/4 308.�o PC STA 2+97.38, 16.00'RT HANCOCK ST ( �, PT STA_ 2+&..62 I 1 1 -• `,- - l - -- __ __ T 1 C STA. 6+05.96 SW HATNI�WAY TERR.- - / n' / 1/2 309.14 G 325.01 O o {� C 1�+06.80 II I , / c_ J' � � i 1 , , ,'It 12 C ST 6+05.96 SW KELLYILANE I `/ 3/4 309.76 1/4 325.31 07 SW HATHAWAY TERRACE PC STA. 5+50.1� 1 1 LOT 9 I ' � I / ! / Q - 90'00'00': CA RADIUS 71.00' I I _ i i • ' PT STA 4+14.19, 14.00'LT HATHAWAY TER 1/2 325.41 O w 1 ^� i 1 j , t t LOT 37 ! / y/ a G 310.17 3/4 325.32 � z a v a ARC LENGTH - 111.53% CHORD LENGTH - 100.41' I ' CONCRETE PATH SEE SHEET C400 i A d` I / t ' I I I / / _ I 1 _ �' i :ti 7 x + _ , , PT STA. 13+70.80, 14.WRT 122ND TER -n o to Sw KELLY LANE PT STA. 6+61,72 Ir 1 LOT '4 I LO T 28 1 ; � - -- / � I � 7" o Q w ,l. -- + d t 0 R=25.00' L- .. G 325.28 ,, �P O tr (0, - - _I_ _ I I 39.2r o �orw'oo• a $ Stv KELLY LANE PC S'TA. 8+56.10 t 1 I i t ! 14 1 - - __ -- - - -- / : PC STA• 2+97.38, 16.00'LT HANCOCK ST rf' J x Q - 90710'00': CA. RADIUS - 71.i O' 1 3 _ % - A x� / i ) G 325.01 12 R-25.00' L-38.13' &872301" QP w 1 - - -- - -- ---- - -r; �.,,,_,,;y.�,,,}� , ,� ..� --_ 7+00@.r -•\ ; 7 ARC LENGTH - 111.53; CHORD LENGTH TOD 41' - - 8+00 a // / \ / / i/4 325.23 PC STA 12+89.10, 14.00'LT 122ND AVE PT STA. 9+67.63 - 15+06.80 S 1 CURB -_ -_ -_ `._Y+--,. _�_' ( -' I- --i - - t - 1 - - -14 G 325.03 I - - - _ -- - 1 --- _ _ - i/2 325,J 1 4 324.48 1 I _ a ± SW'-KE`LLY LANE 17 I I P/5325,212+88.80, t4.00'RT 122ND AVE 1/2 326.18 �� SW 122ND AVENUE PC STA. 1t+41.51 1 R.O.W. %�' t - _ _ ! I 1 1 9J 0?.28'57'• C - RADIUS - 2000.00' I 1 1 ,✓-'P.U.E. T 1 1 _ - - _ - ' LOT 36 I I / ARC LENGTH - 86.66% CHORD LENGTI' - 86.85" I 1 Z8 LOT 1 3 1 `1 - -- _ - r ----- - -_- _ _ G 325.02 J/4 326.x. LOT 10 14• 1 LOT 29 - - - _I _ i ` ( I PT STA. 3+7.5.52, 15.0G'LT HANCOCK ST 2 PT STA. 12+28.17 I 10.5 1 1 __ _-\ I I - ,= 4' s' G 327.38 N i 1 I 4 1 1 / 1 In I I F I 13 R 7-5.00 . 26.6 Q=9.38 38 p 'c SW AANCOCK STREET PC STA. 3+62.`:0 I 1 \, \ 1 , t o I I, I I I i 11 I I PC STA. 13+71.12, 14.001T 122ND TER Q 00 \ Y ..r•• [N - 28'54'30'; CA RADIUS - 250.Qt1' 1 ___ _ \ I I ' I I G 325,28 15 "• EDGE OF PAVEMENT "• U 1-- - - - 1 1 II. '. I I \ -- -_ I ! 1 I i 1/4 325.37 R-30.00' L=47.12' &90100'00` 04 ARC LENGTH - 126.14'; CHORD--{f#IGTk1--i.12�_8n' _ - ����11- � o , 'fir, / I ' �0 i 33 I LOT 34 LOT 35 1I I I FOR 121ST AVE IMPROVEMENTS, 1 '2 325.88 PC STA. 5+04.21, 16.00'LT HANCOCK ST O PT ,TA. 4+88.24 I STA. 23+55.27 t i 1 STA. 23+57.00 / I LOT 32 ,r f / #+ 11 SW HATHAWAY COURT PC STA. 0+60.01 ( REMOVE EXISTING 1 �1 1 SAWCUT EXIS'-'NG AC LOT 30 ► LOT 31 , I ;., I I li i I I SEE SHEET 0700 3/4 326.89 EP 332.31 0 Q - 44'41'22"; C/L RADIUS - 90.47' 1 STREET BARRICADE 4 1 PT STA. 3+7800, 16.00'RT HANCOCK ST 1/8 332.39 1 , , �I I' t ARC LENGTH - 70.56 CHORD LENGTH - b8.79 1 10' I LOT 1 2 / 11:, 8' CONCRETE PATH SEE SHEEt C400 \ I I 1 1 G 327.51 i/4 331 35 j'+ r PT STA. (PROnLE CA) - 1+31.37 (CENTER G.D.S.) 1 I �+ ! � MATCH EXISTING CURB // I '� I j � � I I C 103+31.45 I 1/2 331.95 � 1 NTH NEW CURB � / I I I • I• I I 1 � "-'-------- 14 R=55.00' L=86.39' Q=90'00'00' 3/4 331.37 O 1� 1 t I I I I _ -_ ___, PC STA. 5+74.28, 19.14' RT HATHAWAY TER PT STA. 106+70 43, 22,001T 121ST AVE Lo 1 I 1 �'1 I STREET CURB TABLE 1 -- - ------ I i 1 ------ - - - � I I I - � G 319.55 EP 330.78 a _.-- --- -- _�-•• .. -------- ' -- I i 1/4 320.96 � � a 5 -- I -- ----- -L SW ROSE 1�2 322.45 ... ... ( cL t2 SW HATFtAwAY TERRACE PC STA. a4:4T, 14 LT , I 1 -- , 16 EDGE OF PAVEMENT c.� I MATCH EXISTING CURB t )STA DR. -- 3/4 324AJ W 0 - 90V0'00"; RADIUS - 57.0 1 WITH NEW CURB ' � t I R=30.00' L-47.11' &90'00'00' Q: ARC LENGTH - 89.54' CHORD LENGTH - $0.61' I t PT STA, 64 37.63, 19.14' RT KELLY LN PC STA. 5+09.17, 16.00'RT HANM ST SW KELLY LANE PT STA. 6+61.72. 14' LT. $ I G 325.68 13 SW KELLY LANE PC STA. 8+56.10, 14' LT I I __ __- _ EP 333 . RADIUS PT - 6405.48, 28.57' LT 1/4 334.41 I N ci I, - 90710'00"; RADIUS - 57.00' ~j I t I -- -- 1/2 334 70 'M- ARC E„ ARC LENGTH - 89.54' CHORD LENGTH - 80.61' N t , •� t I i I 1 3/4 335.13 L 1 \ t F-- -- - ____ ' I I T I PT STA 105+78 43, 22.001 T Sw 121ST AVE. N PT STA. 9+137.153, 14' RT. I ' � -- - - Q - SW 122ND TERRACE STA. 15+06.80, 14' RT. ,-`` �! -- - - -^-- I I I EP 335.66 O J EAGLE POINTI I 17 R-55.00' L-86 39' -90100'00' PC STA. 8+80.19, 19.14' RT KELLY LN i G 337.57 Q / _r/ %i \R 4.5) I I 1 J 1/4 337 33 M I� 5. V) A y I I 1/2 336.96 m Lo r I 3// 336.47 PT STA. AW CZ1 SCALE I ' i 11 PT STA 9 1 5+3089, 91914' LT SW 22ND4- RT SW KELLY L TERRACE I Q Q 50 U 25 _`,(I 1C0 I I----- -- _-L�-- G 335.86 O J G - --__ I ' L RADIUS PT 9+11.87, 28 5. LT SW KELLY LN - LL 1 i I 111 St AVe IJ/4) 15+62.56, 2851' 91 IS 122ND iLRRACE FEET ) ----- __ __ --__ __ -- 1 I PLM2002-00310 SHEE. ' 1 INCH = 50 FT I 13 of 20 ^. PERMIT SET 07/25/2002 cloo LL O j 4 5 4 >•.:r _ •1 1!li .III n11 I ii II f 11 1 1111 i 1 1 1 I 1 1 1 PNrr��Srt,r», :r..,+,,, ,. .-> ,.,,,,_. ._ ,...,.. . ,Rl � � I � F� 1 ( �.I !111!1(!1!1 Iifl1il11 lil }.; t11,1111H11,11111.11 IIItiHti IIII IHi Illi 111,in1+1!111 I111 !II! f!ti I I 1 !+• !� , , . ",,,, , , L + I I I 1111 1111 ili, (111 I II 1 I }III !111 IIII 1111'1{1! 1!1.1111, 1,11 111'1:111 III! i1111111i 111111 ill :. ,,l .1!,'1111 111I! ' LEt313ILITY STRIP !3 S �l 1p III 13 14 �� le 17 le 19 20 21 22 23 24 A 26 27 28 29i 30 4 ca I t x. Lill ill I I 4 ' "' � �'�r' �"t I i OI _1 NJ+++ tu►08 ,1 "tom ! 1J P A 1 1 I t I LOA . Liu. Illill ;yt •. ,�"fN� .. 4gra• ��'.lWg..e,RwIPMM?V+^'.�AiWw!,:.M>MM$r�YuM�.�1kM11`�Mk -. �MIMAM. wreySM14M�P�YIMJt111''�iyllltMd +'M�M�YIIi[,M+M 'IMtlN14, . . .-,• ... ,:: ._.. :..,.�.�,...._:...uW.i., .rvH,.......-..._._ �:,..,. __ . _... -_.._.-. _... _.._._._.._.. .-_._................_ -._.._.. ..:.:fs:a-..u :..iLaw....-..,.... __ ... ..._,........,....n-......s..: .:,.-....,,.,...._..... _.._._... . gni.__ ..1.:......:.... .- www-__, ,.....,...... .._--....-s..,a....._. .:... __ __ _ .�:.-....- , lo 00 cu W QUAIL - -�_ o, ------- v ��,�_ _ ______�-_ ^� DR. �' -_ __-;- _ q_S+�J� LEGEND _ PRQPG�S�(� I ITI�f TEES '" + -o--- 4+00 PROPOSED. V '.`��-'- - .__....-� • • • • • •• • • • "'. I a, ' I M F�nl ' I I I �P I -..._.._..�1\ q -i ---•-_._ .- ._ __ --- .3+UO a. . . . . • • ... t I v EXISTING BOUNDARY -- - - - - - - - - STORM WATER .:NE II/I PROPOSED LOT LINES STORM MANHOLE / ` I I 1 I I I CL 1 : • • All a PROPOSED ROAD CENTFRLINE CATCH BASIN v, o • SD Wi JAI I I I I '�y II PROPOSED CURB Q CLEAN OUT p an E ��'�•'�"""'-- I I ' II THRUST BLOCK i , 0+1J �•---------...1.... 1 I z ! I . T . PROPOSED SIDEWALK tR+ It \ 32 LF N 'I ' ------------- PROPOSED S u , LOT 1 0+50 I I /` I �' '0 N II )` _, f •- RO OSED RETAINING WALL FIRE HYDRANT ko � 0 j i 24 LF e IE 295.0 ' �r Ire LOT 65 LOT 64 LOT 63 PROPOSED EASEMENT -- --- SEWER. LINE ao q % a Sp MH / / ' ' OUT OF MH ,/ LOT 51 , I / PROPOSED MONUMENT SEWER MANHOLE ' \ , / ( SD CO kHt I , LOT 2 J st LF I CB ;f125 _ SD MH kK1 �, I �� �i� 'O p SD MH 1810 ' 1 IE: 299.0 0+65 , I CB N24 iP PROPOSED STREET LIGHT WATER LINE ♦ 4 2+02 q,,_ 10 IF IE: 311.5 1+44 \ r '%� '. ��. 14LF ! f tel- - -- __ - I ' PROPOSED PRIVATE STORM DRAIN CATE VALVE . � / ♦ ' 0+94 SO fA•I I�F2 _- � LOT 62 _ ! �. . I 1 � ,. ° 33 LF v ♦ 6, - IE: 304.4 ' f T I+ ! 4 I , 38 LF f _. (TO BE PERMITTED AND INSPECTED E 305.0 /,• � ; IE: 297.5 ,1`� ^�t P\T. SD LINE "F1" I . .� BY THE TiGARD BUILDING �°� WATCR METER /� /11 r'r _ '' ',15' PRIVATE STORM ;' -PVT. SD LINE H I �1 0+39 DEPARTMENT) +- ,. DRAIN CASEMENT , LOT `�2 _fl- � ! I I 'I 30 LF �. I C.+I •� / .' \, � � , a� �,;-, � 1 I+ IE: 3t 2.5 - sq MH k8t .� -,.♦ _ ; ! 3+16 ; x 1 I I CATCH BASIN INFORMATION 1+99 �. -=a-- ?'� l �; �. 10 LF IE: 310.0 i 1 I 38 1E , ��' C8 1 0+43 .�'� - - _ I I� x11 `- , I CB k1 (CG2) CB 1110 (CG2) C8 k18 (CG2) �U IE: 312.0 ,I�f' k 33 LF ��; Ivo O i�aa`L` '<\ - j t� I LOT 50 1 STA 16+78.84 13' LT 124TH STA 1+05.60 13' RT HATHAWAY TER STA 5+64.35 13' LT HATHAWAY TER ��'� �/ SO MH AJ 297 CB #10 ox Q` �' 1+99 3+21 -_^- +'', 1 RIM: 318.72 I RIM: .308.39 RIM; 302.27 / \�� 1 10 LF SD MH /F3 5' 1 10 LF IE: 310.0 ' !1F ! I I IE OUT: 303.39 IE OUT: 297.27 IE OUT. 313.72 L-01 61 c SD MH K2 I 10.0 LF 10" C900 O SL. 64.70% 13.4 LF 10" SO O SL=19.63% 11.7 LF 10" SD O SL=8.63% 2+42 �--+ � / 5' \ , IE: 304.4 -•••-� + I I ' rr/ /� LOT 21 .p,` \, it i' / 10' LOT 53 I _ I 36 LF r / �� `�- � �- t-- CB k2 (CG2) CB k19 (CG2) Z i � , ���� / � 15' PRIVATE " I i, ! I IE: 3'3.0 r ,r r � -C_ 1�--PVT. SD LINE "JI ,, .' STA 16+78.84 13' RT 124TH CB #11 (CG2) STA 13+70.80 13' RT 122ND TERR \ B k12 , 1+72 STORM GRAIN -,- a I SD IH /A4 I SO MH JD �Q 1+42 ;1 , 56 LF EASEMENT - RIM: 308..,3 STA 0+57.05 13' LT HATHAWAY CT RIM: 325.27 1� I !_OT 4 1 �� r -_ - 34 Lf "\ 0+34 - n--___`__�* IE OUT: 303.39 RIM 302.03 IE IN: 322.65 1, IE: 307.2 I : at IE: 296.4 `Y c? 36 LF I \ 0+)0 - ---- i _ I ! 16.0 LF 12" SD O SL-39.63% IE OUT: 297.03 IE OUT: 322.45 ' J , . L OUT OF MH I < I ' ,I ` ! 0+88 ,' IE: 99.0 LOT 60 , \0 Li IE: 301.1 , I 11.0 LF 10" C900 O SL=6.367: 42.4 LF t 2 C900 ® S1=6.189: -I W I i r I i 10 LF i' I SO MH 2 �� ;� LOT 59 \ + I , I 42 LF �, 1B \ NOTE: SO CO r�lJl ! I IE: 317.5 CB k3 CB 1112 (CG2) C8 k20 (CG2) I i,; IE: 307.5 + + . I a._ __.__ __ _ I I r 1 6 C-900 LATERAL I , T-'- - -4 , I I LOT 22 t \� LOT 54 �-, _ I I! I LOT 4�3 I ©y / -� STA 0+39.00 13' RT TALON STA 0+57.05 13' RT HATHAWAY CT STA 13+71.22 13' LT !22ND TERR 364.2+93 I I LOT 2G I \, + 0 1.0 % ' I 11 ' ' I - 1 RIM: 329.63 RIM: 302.03 RIM: 325.28 �, , I !I I I '! 1 I - __ _ IE OUT: 326.13 !E OUT: 297.03 IE OUT: 122.78 I ' 11 I I " ! - 27.7 LF 10" C-900 O SL=5.67% 15.0 LF 10" SD 0 SL=4.67% - LOT 5 3220 , I t SO MH #0 --�-- --- '-`-- - I I I' I I / / 26.0 LF 10" C900 O SL--0.50% f , 1 - -- -- T ! it I _-� CB k4 (CG2) CB k13 (CG2) CB k21 CB /28 ' ' I �! I 1+48 1 - ,, 2+67 r r I II {- - I I I STA 0+33.93 13.50' LT TALON STA 3+$7.03 13' RT HATHAWAY TER STA 3+76.75 15.02' RT HANCOCK ST SD 1N1 /�' i 1 10 LF 2+77 I 34 LF I I ! , -t--______ / RIM: 329.56 RIM: 309.45 RIM: 327.48 rr^^ --_--_--- SO MH 1!L _ -' 1 ( I! I IE: 311.6 1 I 33 LF I '1 IE: 302.0 , i i I I 1 Cwt I ! , IE IN: 324.56 IE IN: 306.52 IE OUT: 322.38 vJ - f -1 LOT 19 1 IE: 303.0 I t I I I I I f IE OUT: 324.36 IE OUT: 306.32 ce - I '�� 30 U LF 10" SQ O SL=O.SOX SD MH LOT 23 �� - I i i I I I, Q � - _J I i 39.1 LF 12" C-900 O SL=4.71% 19.1 LF 12" SD 0 SL-4.71% � ! I' LOT 58 1 LOT 57 LOT 56 I LOT 55 ! rl I 1,11,11 '� CB k22 11 LOT 48 I / 'lam .! CB k5 (CG2) Cg k14 STA 3+76.71 15.65' LT HANCOCK ST O ' 1 "` _" "• ! --• -� I o 1 ' -- I II I I ! ' + I I N RIM 3316 X50 13' RT 124TH EIMN:3322 23 W L„L, ` - SW TALON LANE I+ I I I I II I / STA 410.24 13' LT HATHAWAY TER H _..... 1N. _ ' ! I I 1+11 2+49 I ! ! I RIM: 310.24 (f� L0 __ - _ __ j�U . I -- -4 •r, ! I I 1+75 I I II ' ; I 2+08�' ! , 1 /16 ' 1 38 LF 38 LF ! i OUT OF MH IE OUT: 307.44 _ IE OUT: 326,47 IE OUT: 322.13 ---- -- __ -- -- I I I 10 LF I 3+37 ' ! ! - - ' IE: 308.6 1 IE: 318.0 ! 52 LF / O 48.4 LF 12" SD 0 SL=1.96% 39.1 LF 10" C900 0 SL-2.35% 42.6 LF 12" SD O SL-8.92% LLJL y C) r I ! SO MH 1 IE: 313.0 3 ` _______ . s ' ,! I IE 31S,Sj : i 35 LF I - _-- SO MH /C2 I c� z �7 I IE: 321.1 I j� C8 k6 CB k15 CB k23 O �D rt-t LOT 24 IE: 304.0 --t _ _� -- - _ - - CB p 2 SFE SHEET C700 LOT 8 ! 2 / / STA 19+23.00 13' LT 124TH STA 0+39.00 15' RT HANCOCK ST .,J f 7 !� RIM: 308.43 CB 24 I CB _ � , � ! !' - 1 - - - -- -w = - I--__ - � � � RIM: 330.57 00 --�- I IY: I f - -- I SO MH k84 I :a,{1-f----- -_-__ - - -- ~I I i - '�+. /� % --- IE OUT: 305.87 T k1 14 N AVEA I i LOT 6 I i I U - S.W. -+- - ---____ �- '. �� i / 1 F 1 - % STA 0+ 09 13' LT 12� D VE CO 27 t � I C8 5 �" IE OUT: 325.57 ., M 1 I r- 1+p� - � 1 (� � 11.0 LF 10" SD O SL=27.73% 3.0 l 0 C900 O SL-0. RIM: 316.45 � val, 1 , .� ce X13 .._�_- �HANCOCK RE:E?�oo - 3+00 �-tl � �' .-"``_ _"�- 1 ��� "� // 50. a I 322LF fes` O! I _ �~j-- - 4- Y _ _��"- -' t - �- (�j LIN -- �.:::�:. 1=�..�.:���a.:���.�- �' ( 4+0 `;.\ / X / �� CB k7 CB 16 CG2 IE OUT: 309.92 lJ J - __ I _ i _ i_ / // STA 21+68.85 13 RT 124TH k ( ) 10.9 LF 10" SD 0 SL=1,01% -� 1 I 1E: 327.0 I + 2+68 - - --- -_-- 0 Q/ RIM: 332.48 11 p i, 1 � - � - I`- -- rA- --- - '--- � ��� '�� � /� i � STA 0+39.00 15' LT HANCOCK ST J p( , 4+00 - I + . I. _-- - _ __ RIM: 308.43 CB k25 IE: 31.,.7, 1 36 LF ! , T - - _ _ _-- X11 �' ,/ / IE OUT: 327.48 IE IN: 305.72 Ct '- -----" 1 LOT 25 -- - - -- -- ' - / 16.0 LF 10" SO O SL=11.88% STA 9+98.70 13.77 RT 122ND AVE 7 f� LOT 1 7 I IE: 306.0 I 15 - - ---__ I� - -• _- ` \ Z 1 ! - +-, I l _-- - _'��`` - / �• �, IE OUT: 305.62 RIM. 315.74 4+80 , I ,! ! I !I y- I 0+53 I 1+09 I 1+77 II - ��.Sr Q" % CB k8 17.0 LF 12" C900 O SL=0.50% IE OUT: 310.74 LLQ I 32 LF !, .+. a i ) ' I ' 31 I CB x14 34 LF ' 34 LF 34 Lf i 3441E ! s I C8 k21 \ `y+C) / �/� STA 21+68.85 13' LT 124TH 20.5 LF 10" SD O SL-4.54% ! _ IE: 327.0 1 I 1 II• IE: 305 0 IE: 308.4 IE: 313,0 CB 19; s; CB #20 / i �� RIM 332.48 C8 k17 (CG2) 1 I LOT I �__ I .- : i r- _ j ! i 1, I I IE: 318.0 k ! it / - STA 5+64.24 1467' RT HATHAWAY TER CB 26 IE OUT: 327.48 k - _.1 , I , I I �, I ,I 1 3+88 / ' 12.4 LF 10" SD O SL-15.32% RIM: 318.71 SEE SHEET C006. 3+1.8 I 15' PRIVATE 1 +Iw I I I r. 17 c I I •,1 I '! , 10 LF -- 4+58 $la , LOT 44 I LOT 45 , LOT 46 1 LOT 47 , , 1 �2 / I� IE OUT! 314.50 N I I ! I 1 I r IE: 316.0 1 STOW I 'DDSEMTRAIN 36 if .; I ' ! !I r I� IE: 322.0 LOT 39 �, �'C � k ( ) k - CB 9 CG2 to.0 LF 10" 5D O SL=11.20y CB 27 IE: 308.0 j31j� I' 15' PNVAIE i �U ,I I / STA 1+05.60 13' LT HATHAWAY TER SEE SHEET COOS. - -- LOT 16 I ! I N I 1 44, I /, i RI1vl, 302.27 I s' LOT 26 I STORM DRAM , I ' I 1 -11 I ! , I ! Iz ,.., CB #23 �C O I o SD MH 5 , I' � + I I II w `� `r Q � IE OUT: 297.27 � ! EASEMENT • 1 I I I _ Zi 1 5+49 ! 1 c 1 ! I I I 1=, - i Z 12.6 LF 10" SD 0 SL=20.87% Lo 11 1 ! ! 1 ! I SO MH /G1 I Ii !Z o 4+41 ``- _`__ ;' �✓ ' f 32 LF ' ! I I 1 I ft'"•t- ------- ( ' I I I 'N1rn 'I ! 32 LF q I IE: 327.5 ! I i r J 1 j 1) ! r--- -- -- - - s. -{_S_ .1�-; -;- - --;-,r'- - -- -- r IE: 325.0 -�` • r LGT 8 ! ! ! r OUT of MH 5+16 , �; _ . . � . �.Sb� < 7,q- - - -'� ' I !1 i I_-r_ �' % ,' �"i !;' STORM SEWER MANHOLE INFORMATION 10 LF p SO MH 3 32 LF - -1_ _ I LOT ,38 , +� I PD - J !1 r I 1 IE: 316.0 a 1 I 1 ' , 1+03 I ! I� ! !`1'► / I ,1 1 Ir LOT 27 IE: 309.0 1 1 I I t+7) OUT OF MH 1_41 I ' SEE SHEETS C104 AND C105 FOR PROFILE INFORAMTION ' S0 MH 6 _r ? I 1 I , 10 LF IE 314.0 I 10 LF IE: 317.5 ' .�- ,/ c c IM +' _ + LOT 15 1-1I . - I 10 LF IE: 321.2 -+I- SEE SHEETS C401 AND C402 FOR MH DETAIL, ! i I SD MH #96! +I ; j I ' 10 LF LOT 43 LOT 42 LOT 41 1 / LOT 40 i i _ MH NA1 SD MH fIB2SD M_FI NC1 SD MH MFt p I IE: 311.0 c� t I, SD MH C3 + i� - STA 1+73.27 LINE ..B.. STA 0+37.00 LINE "C" 1 1 ' N I I OUT OF MH ! ' / / STA 0+00.00 LINE "A" STA 0+56.04 LINE "F" _-�j17 + t I I ' I I, ! 3q LF / / SIA 15+49.93 LT 5.83' 124th STA 0+00.00 LINE "F" STA 0+44.90 RT 2.00' HANCOCK ST STA 0+57.05 LT 2.00' HATHAWAY CT ? r ', ,T--T IE: 329.0 ,/ �, 3 CONSTRUCT 48"0 MANHOLE STA 1+72.30 LT 1.00' HATHAWAY TER CONSTRUCT 48"0 MANHOLE CONSTRUCT 48"0 MANHOLE LOT 9 � � !� OUT 10 1 ; 5+69 1 /18 i I r' I 'i ; Lor ;37 ` r/ CONSTRUCT 48"0 MANHOLE t C8 p SD CO 4 38 LF --t - 1 ` + ' SO MH 4A2 - -- SD !Ali MF2 ! - r / � SD MH C2 STA 1+03.27 LINE "F" ` M 6+35 �� +�-I. IE: 317.0 � � IE: 315.0 � 'S , `�� `�_ _ � MH I ,� S ` 1 ! � r r '� / / '/ STA 0+95.31 LINE "A" k t 1 _ ___ SD MH 983 STA 3+36.34 LINE "C" i I 37 LF 1 I! LOT 14 ` LOT 28 - - --- - ---_.- __ _--_ SD MH �9 , I I u r r , STA 0+00 LINE "B" ��-,- _ __..__. - , STA 2+57.05 LINE "A" STA 3+38.34 RT 2.00' HANCOCK ST � � 1 � ._ �.___ - -••- -- - I } r ' STA 1+04.2b LT 2.00' HATHAWAY CT I IE: 328.0 ' I ,' 11 `' __ __-- - ____ _. I STA 16+45.30 RT 1.00 124th STA 2+56.48 LT 1.00' HATHAWAY TER CONSTRUCT 60"0 MANHOLE �ryCONSTRUCT 4$"0 MANHOLE t 1% v SO MH �7' -- - -_ -- -_ �CS vO� CONSTRUCT 48"0 MANHOLE CONSTRUCT 48"0 MANHOLE �' o i_S _JW nELLY SD MH #C3 LANE roo r 5IZ-__kA H 4 STA 4+07.92 LINE "C" SD MH *F3 - �� ------ r r TA 1+ INE "A" c r °• a+ ------ - _ `��� I -- ._- _ _ _- 7 .c, L STA 3+75.84 LINE "B" STA 14+93.38 L. 1.9 , STA 2+81.24 LINE "F"= SO 141 kA7 ( �, OUT 0 _ ' ----- _ " _ :.�� // /r r w - S 0 N 1 ., �D LINE B �� _-_�"'-�� •-�� • ,� STA 17+20.70 LT 0.00' 124th STA 0+00.00 LINE "C" 5W 122ND TERRACE STA 0+00.00 LINE "H"s � v ,a C►- 6+88 '' IE: 311,0 `` SO CO j05 OUT OF H -.___ -- - I` - `/ 1J LOT 36 r r 1 CONSTRUCT 48"0 MANHOLE STA 3+75.19 LT 2.00' HATHAWAY TER CONSTRUCT 46"0 MANHOLE STA 0+00.00 LINE "J" c v 0 0 U N r LOT 1 3 - - - __ _ ' CONSTRUCT 48"0 MANHOLE STA 10+86.34 RT 120.38' w 1 25 LF , - OUT OF MH I lI ((( I 5D MH kA4 t3 �W 122ND TER �,� Z o % :v-. r' \ _ - '� -•!! I SD MH I'ID1 1 48 0 MANHOLE �' �O X LOT 10 E 329.0 , 1, LOT 29 TR CONS UC r I \ 1 ; IE: 320.0 / 6+41 6+70 , 7+30 I'I ! - _._. I r 32 LF If i t I I I ,TA 2+49,15 LINE "A" SD MH �5 STA 0+88.06 LINE "D" SD H 1 '�f'� 1 / I IE: 332.5 STA 18+00.32 LT 0.00' 124t:h STA 5+03.84 LINE "B" STA 1+27.22 RT 87.22' HATHAWAY TER --#�l OP w 50 MH /A8 t 31 LF ; 32 LF ; 32 LF i 8+05 8+61 9+21 \` I r CONSTRUCT 48"0 MANHOLE STA 2+37.59 LINE "G" I I I� I STA 0+00 LINE 'G' CONSTRUCT 48"0 MANHOLE IE: 321.0 IE: 323.0 IE: 328.0 II i 32 LF I 32 LF I 30 3 t It STA 5+03.19 LT 2.41' HATHAWAY TER STA 8+30.72 LT 118.00' KELLY LANE -,� - 1 j1 / I !I IE. 332.0 IE: 333.0 IL: 332.5 \ I I CONSTRUCT 48"0 MANHOLE SD MH #02 / ' 1 I II 5D MHAS CONSTRUCT 48"A MANHOLE I OUT OF MH r\ tt �` "''' FOT 33 , LOT 34 ; LOT 35 I I 1 STA 3+71.73 LINE A" STA 1+8000 LINE "D" L� 35 LF OUT OF CO I.Oi 7'2 m ,I! �I , i STA 19+2.5.00 LT 2.00' 124':h r " STA 0+10.43 LINE "K" II 1 ! II I $O MH YB6 STA 3+03.97 RT 130.00" HATHAWAY TEP. SD MH NKl c, \ IE: 331.0 t 1 10 LF ' CO LGT 30 LOT 31 { 1 1 I Z I I I \ , ,, I I CONSTRUCT 48"0 MANHOLE STA 5+64.57 LIN_ B' CONSTRUCT 48"� MANHOLE ��' l IE: 332.0 / I I STA 1 U+06.72 LT 4.97' 122ND AVE tl 1 , I I $Q MH YA6 STA 5+64.06 LT 1.28' HATHAWAY TER CONSTRUCT 48"0 MANHOLE N `t LOT 1 1 I �,` LOT 12 I ! I ' STA 6+17.Sb LINE "A- CONSTRUCT 48"0 MANHOLE SD MH AD3 q p STA 3-x88.06 UNE "D" tL( a Y STA 21+63.09 LT 2.00' 124th 51'A 5+12.03 RT 130.' HATHAWAY TER SD MH &2 " " p, U 20' PUBLIC I I \ I I, �� ( CONSTRUCT 48"0 MANHOLE SD MH NB7 STA 1+24.83 LINE K U U `N -' STA 6+25.22 L11JE '"8" CONSTRUCT 48"0 MANHOLE n Q STORM DRAIN 1 11 CCN�TI4UCTSTA 048L0 MANHOLE NO TER O\ - , _5 _��__ I II EASEMENT � �� - ---•--- SD MH A'A7 STA 6+15.56 RT 20.71' KELLY LANE ' SD CO 091 -- -- -_ �.I_-1RU _ STA 6+75.72 LINE "A" CONSTRUCT 48": MA14HOLE SW ROSE MH 1121 \AS SMH•A DR. STA 22+27.34 RT 0.00' 124TH CONSTRUCT 48"0 MANHOLE 8!B$ SEE SHEETS C006 & C105 STA 7+85.23 LINE "8"= c" tL1 _ cQ STA 0+00.00 LINE "8-1" n �j SD MH A8 STA 7+66.21 PT 2.00' KELLY LANE O .� STA22+9148"T 2.00'1 12E4TIl 512-0-02 48"0 MANHOLE PU I ' CONSTRUCT STA 9+30.64 LINE "B" C� a a Ix '-t4j �� IN I - ; I NOTE: I I I _ STA 9+02.27 RT 20.71' KELLY LANE �J t� �_ ! J , PRIVATE STORM DRAIN SYSTEM MUST BE PERMITTED I ,TA 1+06.49 LINE "H" EAGLE PAINT S CONSTRUCT 48'0 MANHOLE 5 l AND INSPECTEDBY THE CITY OF TIGARD BUILDING + I 1 I STA 0+00.00 LINE "D" DEPARTMENT. I STA 1+NA .600 LT (x.36' .91 OM1+�1 2 LINE "B" I ! W , I , {I STA 0+68.74 LT 0.14' HATHAWAY TER (R 4.5) + , 4 I ; CONSTRUCT 48"0 MANHOLE CONSTRUCT 48"0 MANHOLELai a N U > ' STORM SEWER CLEANOUT INFORMATION SEE SHEETS C104 AND 0105 FOR PROFILE INFORAMTION W SEE SHEETS C401 AND C402 FOR CLEANOUT DETAILS � A I I I + SD CO /1B!1 SD CO i SD CO #Hl on I STA 1+39.74 LINE "B-1" STA 0+65.41 LINE "H" � 1 L_...__ __ ________ _ _ STA 5+10 35 LINE "D" n SCAr-c , STA 7+66.04 RT 141.74' KELLY LN STA 5+79.86 RT 130.69' HATHAWAY TER STA 10+20.93 RT 120.00' 122ND AVE 3 1 C - ' I CONSTRUCT STD 8" CLEANOUT CONSTRUCT STD 8" CLEANOUT CONSTRUCT STD 8" CLEANOUT Ln �.J v 50 0 75 ViiO 1 L?C� ' -- -- __ _ SD CO 104 SD CO 1106 SIZ�Q YJ1 O q -- ----- I I_ I -� "'---- STA 4+48.75 LINE "D" t` - -, --_ _ STA 5+75.79 LINE "0" STA 0+63.58 LINE `J" , STA 5+58.12 RT 131.26' HATHAWAY TER STA 6+01.00 RT 149.79' HATHAWAY TER STA 11+55.10 RT 120.05' 122ND TER _j_L FEET ) --�-•---- - -- -- ` I i CONSTRUCT STD 8" C��ANOUT c CONSTRUCT STO B" CLEANOUT CONSTRUC F STD 8" CLEANOUT yITEE] 121 st Ave 13 745 4i 1 INCH 50 F1 -- _____.__ __ __ ___ -,- _------- I PI.M2O02-00310 I Y I �f z� PERMIT SET 0071201-1121002 C 103 O 1 4 ! 5 h ------- r '.esaa,Y•1•Y"•.twvawv:.^w+wrYr a...._._:+k:�,i•,a.n .•....oul•!'••�e!•+�k;A'�1M1inx.. ,-. , ... 'r''.. _., Cm nll!{IuItIlllllll IIIIIIIIIIIIIIIIIH Illtliltllllllllill IlIIIIIIIIIIIII1111 III !1111 IIIIIIIII IIIIr1111 Ilillllll Illtlllll I'li 111!a 3 I 66I I !! II ILEGIBIL". STRIP II 4 IO I I 12 1 6 19 20 l2ltl1! �2t It11!+2nl3l! I2!I`l4Fi 2I 5 I!�lilljI lll!Ii 27 2 9 I2ii 9;!II '3pmm.itm 3 14 1 1 17 O s Z 1 I 1 01 r * NONI • 108 ��� ,1 1111 1�J 14��1 �1�"I s.l,�l�l� �.l 11�J�ll � �� 111 l 1�+.I1�.11�1� .lila l I.1 .OL „ u i _.. op! OR"0"i Iowa 0mom tw1"UIp4MMdMitlF4tIN4F`!+w" +MMwan�.."+i wa,awwrl....Hr�r y�rrwryl ++M►ww• • a.7u-yk' u_ ♦_...__..__. .....-...-....-.-�.�....:.....�u:.r......t�v....-.._._-:...,•.-.-_._..u.._.�...-_ _ ._.�._..0 ...s,:_.....,dr..'Wwaw,�..,........._...,,_..:._ ..s .�..�_....._..v..._.,...-,..u�_�,.-..-.r..-.- r... - _-- -.-�.._.:. -__ ......lc.......,.....w ;a. "s y I NDEX. • • • • . . SDE00 a c • I �o k • ••• ••• ••. : : V Ol C F � m -- ----- -- 340 360 - - -- -- - --T- -- -- - --- - -- -- - f k - -- --- 1 •360 E 0` " 340 FIN ED GRADE //� AT R/W 0 h n u OEM _- - EXISTING GRO D _ - - _ --. - AT CL P - -- 3.30 AT CL R �_ _ _ - -- __.--.._ 30 35 _-_- __.-__ ____- _ _-. __ _ . -- . -. __ -- 0 E%ISTINC C UND � �+ _ PIPE v'1 o Im .SD O SL-0.0119 OOS � I35 m� u'-.2 .09_LF12' 6f8b.-_ 1'• 1 "- „9 L+91.96. . 0 F 123TH--- A7+40.20 S LINC A'.i+ 09 20 LT 174TH eM. 33656 D MH AIN(4' SW} 33 .22 FINISHED G E- ---_ __ . .1E-OUT 1." 30.02._ ___ 20 34 _ _ _- ! 155ry _ 340 3'20 ---- -- - A. 19+23. 2(�L-1 . _ RM JJ2.888 SD LINE A" So M - A7 ( � �` AT CL PIPE r� r - / y_ - STA,} 4 7tSDT NC A' IE IN 3 SE): 325.58 A. 2+27 34 0 00 'LT 124H 3 0 1 : S+0 m I 1 _ 55 EJN 1. 52 IE IN 10 325.58 E 0 ;12 y7N SD JE A- -. -1 / _ r + �y � IEIN 2 S) 32653 ---_ r C. n ---' IN 1 322.52 IN 42 325:58- t -� 18 % 100 TE T IE IN 1 ' SSWI: 325.52 IE DOW N): 325.38 ( ); 1+ I IE IN 1 S): 322.52 �'' "^ �_ IE BRANCH TD� 2pz26 i �E� 2:1f):�2 -- --- 310 330 _ _ /' - ----- _ •- _ 3IO --IE RUN(f5�' 7.15- - - SO-UH-894- 310 q, a -_�P n, l.__ .. 330 $TA: 78+00.32 0.00 124 m ion N STA: 2+49.15 LINE "A' ++,�.. RIM: 323.50 o n•-n - E E-11�2-.S, N B8 vdla� '� S IE OUT(12 Ni; 312.64 STA:I7+85.23 SD UAE 'B'- lA��cW O STA: 7i 66.21 2.00 T KELLY LN / STA;-0+00.00 SO LINE 'B-1" ___ - � 300 - 300 320 - IM:�"ss6:D4 320 IE Ir{1 -326. 3 -' C 1 Se STA. 1+ 0.29SD LINE IE O T(12' W): 326. 3 -- A: 17 0. 1 PTH RIM: 31 .55 __ -. __..- 9531 L°'15 SO IE OW(1 ' Ni):E296.92 `I 290 - - --- ;- O_S. oa�� -- - STk' " 18' 10"5.45 SO T -- - - 290 -- - - IE CX 10-): 297. 3 @ OG 9+00 - 10+00 r ` IE RU (75 : 296.92 V _ r EXISTING C Li - -- - TO EE'REMOVE _- 0-M T4 . SD MH A7 STp: 0+00 UNE 'B' Lu G% STA: 15+49.93 5.83 LT 124 2@O STA: 0++00 D UNE A' STA: 0+95.31 SD LINE "A" 280 RIM:-297.12 - 11 12. �J S IE IN(IS^ SE): 289.68 IE IIJ 12 SW) 292.71 IE CUT(15 N): 289.43 E%ISTIN IE IN T SE 292.50 CONNECT TO E ISTING PIPE IE 0 T(IS' N : 292.30g LL VERIFY INVERT START- - OF CONSTRUCT N _ PUBLIC SD Lig'E 'B- 1 ' w v� co 15+00 -- -- 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SCALE: HORIZONTAL I'=50' a Q O p STREET STATIONING VERTICAL 1'=10' uj io cr PUBLIC SD LINE 'A' Lu SW 124TH AVENUE p SCALE: HORIZONTAL 1"=50' L VERTICAL 1'=10' W vJ �40� 340 � V) --- -- -- FINISHED / LO AT CL PIPE Q COLS/ Q - 350 0 - / -- a: 1. 149.79 . 330 �O� HATHA Y TER I FINISHED GRADE / 1A STA: 5 75.79 SO LINE IXI NG GROUND O' RIM: 336.17 ¢ f AT CL PIE AT CL PIPE N 0+ IE IN(6" W" 331.67 U <� / 0 IE OUT(? 331.67 V) LF 340 ------Z2O- - -- -- 61 G�9 - SD ____-_ 320 _ - g685 STA: ,5+79 6, 1}0. 9 T THAWAY ER 60.69 LF ® 5-OO STA: 5+10 5 SD LINE 'D" RIM: 326.001 FIN SHED GRADE AT CL /W r � ' 0 - C-900 IE IN(6" W): 320.54 F 1 ' 85.0.0318 IN((( " S)-�3 4 S5 J AT L D G / // IE u8(e. 2 20 f0 _ 0 0 54 SD MH 3 ISD CO 04 o W _ - •�O 1 FINISHED G E / r - A 12 S- MIN S A: +1 0 , 1 HAWAY R - ------ + .1 1. H.VH4wAY --F -- •3 AT CL PIPE / 9%. 6 STA: 3+03.97. 130 STA: 3+813.06 SD LINE ' STA; aN8.75 SD UNE b' uZ� v� Ci W _ r Sao• HATHAWAY TER RIM: 319. 0 PIM: 321.80 i // O STA: +80 SD LIN IE IN 6' 314.40 IE IN 8' W : 315.32 J� a - ---I - -- -- / RIM: 317• IE IN((8' 314.40 IE IN((B 5J: 31 .32 W y IE IN ` W1: 311176 IE 0 T N): 314.20 IE OUT(8' N): 16.32 1 W*- t IE IN 0' ): 310.76 320 _ -0 (4o'-NN�:-J1 i 3OO 1• 0 i� DMH 1 INSTA L TAMPE PR00 UD 7 ST MH I3+38.3a 2. RT HANCOCK T 0 5� STA: 1+27.22, 87. 2 RT HA HHAWA TER • 3+67 4 SO IN "C* STk: 0*BB O6 SD INF. '0' `[ ._. - RIM: 311.38 _ _ SS EI N 4? N1 ))}20. IE IN(6' W)- 3026 p o IE' N U E)�31 8l-_ ---290- -____ .I_-____- _ --- - . . - - ---- __.___-. _ _ __ __ __ _ ______- 90 S 1 Sl( ._$�! IE pN(10" 5)N 304. 9 2 d Y ---IL'C NS 12" S) 378. 3 310 713 INSTALL 1TAMPEPR OF 910_-._- -. I -� 2 O UO , IE T(12' W): 311.13 1 8•SS 0 TO E PEROITTED INSPECTED BY THE C.Q.T. BUILDING DEPARTMENT 3790 if S A, 0.44 2 R -- - SD TEE B1A118 LINE "B"- 'j; B". _ m m MH 1 L3OO 9-00033 _ $ p 0+3SD 7.0030 LNE'0_ 3Q0 ----' -- --$A:-1.28.19'040L HA HA AY -TER----- cz U ]08.80 STA: 1+29.08 y O 2 i IN 12 N : 30 .71 STA: 0+00 $D LINE 'D' K 1 IN R' S)): .71 IE BRANCH 127: 295.11 .___ IN`IT � L)JO 24 IE RUN(15�; 294.98 I 11 -.I 0l�:,1 MH 4I OUT12 Wt 3.51 0+00 1+00 2+00 3+00 a+00 5+00 6+00 u Q a S w 1 3+ .1 L NA AY .SIA: 0400.. LINENS'-.r ._ ---. 280 - -- - ----- - . I -�0 STA: 7+]5.8{ 50 LINE --- --- RIM! 309.67 PRIVATE SD LINE 1 D 1 ' IE IN 12" w . 5.42 F; -�K IN 12 OF 5 ` 0340 - - -- - - -- -- SCALE: HORIZONTAL 1'=50' (12 N 303.20 VERTICAL I"-10' 0+00 1+00 2+00 3+00 4+00 5+00 4g1"K, STREET STATIONING m A O m ' N PUBLIC SD LINE 'C' a - A ti 1.1MAVC IJ143 9 S. W. HANCOCK STREET PLM2002.00310 TT SCALE: HORIZONTAL 1'=50' ISoT20 SHEET VERTICAL 1'=10' ... PERMIT SET 07/25/2002 C104 5 7 I 2 i LESTM Em 2 3 a g g > A 0 10 II 12 13 Ia Ifi I> IB 19 20 21 22 23 24 25 26 21 26 29 30 25 LI I I 01 MOKI TOi � I I - I I17Jdlil144J1 OS NOW 4 u - . . ..,Ywyll�.M#Iww.N('�liwr.w.�+wn...nM.•n�,�e•+nw.r. ..bMMM.M.rrnrY.• •w-W4Mya9A4Tiw•wW.W.c•�xr.•o•+.... •yb.,y, •rn-•r'•r•.-.•-.��......w.,•+r.r+. .•+v.. ..�•M.r.r.r+...-r•r••..r ...... _. _.,.•. ..•.�+ +eMrMFM4.I.-�Mr.a�WMM.•' r #1 i F 330 330 -- - ` STA: 1+2' .66,. 3 LT TALON LN 12" X 10 TELLT IM -- _ -- ---- ------ _ - ----- -- - . - _ --_ -_ _-- -._ --- - - -----. _ 340 - -STA:_1+4).04._SO LINE _L r S 10" BfjAN%H; 333.67 - - - - •- INISHED GRADE FINISHED GRADE ET ANG GROUND •--- -� AT L PIPE J IE 12 . 333.59 : . • "_., : • v r -r 3?0 T CL PIPE _ 3Z0 3Z0 - _. _AT CL IPE --- - 3Z0 -------- _ _-_ _ i . . • s- : : ,' :.. t� ¢` Q p5?, __I EXISTING GROUND J g00 ® 5 p °u AT_CL__PJP _.-___ ::_ F C- EXISTING ••• •• C y E 231 gg > SD Mfc1 -_�___._ 340 ----- - _ .. . unuuEs._ -__�_-�_ ."_.�., ;340 > STA: 5+03.19 2.41 T HATH'1WAY TE STA: +37.59 SD LIN "G" 310 310 p8"w 310 -- - ------ - - - -'ADS­--- IF - _ '0.0134 - - S Rlrn 26.45 i F 12 AD EXISTING a 7.36 12" CCP - o ---- � IE IN 6" S�: 320.90 I - _SOM5+03.19.-2.41' LT RATA AWAY TER IE Ol1T(10 W)- 320. 0-- - __. __-, __�_- --- - EXISTING - -_ _ _ ® 0 - - AnAj� m _ 330 - - ----- _--- - - - pL -- } STA: 1#36 08, 17.00 LT - ALON_LN. _.. -- 0 0 0 I - EXIST. SD MH L1 01 ---- - INSTALL DER COUPLING 330 3 .� v ^ STA: 5. 03.84 D LINE. "B'- LF I STA: 0+00 SO LINE `G I RFPLA(_ STA: 1+45.04 SO LINE "L" to 1'- N N `11 1 , STA:j 10+86.34, 12 38 RT 122ND VE ---- --1 EI-N 3-10 E ; 08.17 - -- - ---- 300 _-__....--_- RIM: 339 pOSTA: 0+00 SD I LINE •RT TALON LN 20TH$ ~F IE 12": 33 .f 4 --' _--- - tf1 v o o a r soc' --�-- - 300 300 WITH 1.z' o �, �. IE :N 12" S). 08.17 " 'i c STA: 2+81.24 SO LI E "F"- IE OUT N): 307 97 IE IN((10 PVC ISE): 331.67 5=0.01,54 j N kn STA.!0+00 SO LINE�H" & "J" I IE IN(12" DIP k); 331.63 ( $ IE IN 12" CPP I ): 331.70 EXIS1. D MH L IE ____- _-.__._____-_ -- TO B PERMITTED NSPECTED BY - ----- 320 ---- 2112 CP N): 331,37 -- STA; i 35,08, 5,38 R IE 0�►18(12 �W), 301.7794 IE-OUT STA: 11122.66 SD LINE "L." LN 320 RIM: (14,80 -- ---------- ••Q TA;_t�'o4.2e o0 LT HATE WAY CT _ THE �0. T. BgILDING PEPARTMEN T -���- - --- JusT;P.IM. 335.98 - - S MH F2 L j TO BE PERMITTED & If�SPECTED BY 290 ----IE IN()? DIP DIP S) 333.351 v 290 STA: 02.937 SD LINE "F" 0+00 1+00 2+00 3+00 _ - v IE OUT 12" CPP W 333.07 - - ~- m CONVERT TO FLATTOP 4ANHOLE RIM: 302.9� j IE IN(1?" E): ,296,72 THE C.O; T. BUIL ING DEPARTMENT _-.___....__ ____.____ .__ ( w); _-_ - _�: _� .� --- - 31 o L IE_OUT 12 S 296.52_ _._ __ t -,=--- PRIVATE S D LINE 'G' 310 a+oo ,+°° 2+°° 3+00 1+00 2+00 3+00 -^- --____4+00 SCALE: HORI ZON f AL PUBLIC S D LINE 'L ' 'F> VERTICAL 1"=10' _ rr' PRIVATE SD LIN , SW Tti�_ON LAN 's ;CALL HORIIONiAI. 1"=50' SCALE: HORIZON i AL 1"=50' l� VERTICAL 1 =10 VERTICAL 1"=10' [1f O CL2 50 -- -- - -__ __ _ -- _-------- -_- - - -_-- _ _ -- - _ __--- --- - _ - -- -- - ---- 3.50 340 I - - --- - --- -_ _ -_- __. -- -- - --- ---- -- - --- _ -___ ----- - -- 340 V v) uj 3.30 T - 330 -- -- - r r• \ I - - FINISHED GRADE ~ 1 , 0 BE PERMITTED & INS ECTED BY AT CL R - `---- .��._`` p � U 330 E (STING GROUND - t _ - HE C.U. T. BUILDING DEPARTMk,N i AT CL R/W �/ I 330 I �.•� T In 3?.0 - - - -.� _ - - - ----I 320 � ,� %•= "- / rh EXISTING ROUND I CL -J00 AT CL PIE _ - w I � U SS � O -- - -- uj W J-_ i - SID MH r-3 �' M 69 58 320 - -- -- - - -- - -- _ _ - SIA:- 14'•r93.38, 1.95 LT-SW 12 ND TERR _ - - -- 320 �` 8.. C yl)0 65.41 j 10. 6 LF 12" ADS _ _ y A P B C-900 S)'A: 4+97.92 SD' LINE "C" ® -0.0520 - M: 334.33 i 4,;E ­_ 310 �- Ayo ss_ - sb H cz .310 ' O 5 J.0346 --- - - COCKS OU ( 2 -SW):-t321.62---- III 5=0.013 a --- _-_-. .-_--�'�- I IN(4 N 323.182 W �w i---- --- - �-{- - - -- -®-5='C• -----,- �� ST 1• 33834 2.00... THAN T- 1� T••i �• _ -..-_._--_- ------ - (`yi i :, p0 STA.: �3+36.:54 SU LI E "C" 1 ti� ' Al .F i0 SD-MIH K1 RIM: 326.77 STA: 11 21.08, 2.00 LT 122ND AVE z x 310 - .- --- --- - -- - -_- --- 3:.= ---- - - IE IN 12 NN:E 320.19 83 ----- - _ - - _- �- [! �I � �• _�TA;__t+24,$o-Sp_LiN K' - ---- ', $ 0i SD MH- Kt EIMIN(�21"76 315.1 IE IN 12" S 318.331 ~- -_ - _. 310 a W N w•'`.. - - o? a 300 12 NO* � 0 0 -STA; 10+06. 2, 4.97' LT 122ND AvE IE OUT(10 N): 314.96 IE 0 7(12")W): 318.3 (1 r tt 52� i IE IN 12 SW 319.$ 300 iY 3 r n 0 Ari w? m 8 - 1 --- �-�-- --STA.-0+10.4( 6z M M z vi rn") RIM: 316.59 _ -- -- - - - - N �r; -�w w�a O EX+ GSD 0 � ---- ---- - -- - ------_--. ------------ -- ----- Z z rn rn rn rt �• IE IN 10" SE : 3C 81 � - M 0 Ln:-- E. .,TA: .9+96 fr, .97 Lr 122ND AVE An �'�M ati z+ v w -s 0 "OOSD LINE "K IE N 10" NW� 3 9 81 - - - - -- - - - -' -- - - _ 300 - 316.22 _ .._ i - - ---- IE W,12" S); 309 81 -- --- - ---r. 300 An n ,o �, Q .+�. .. IE OJT(12" N): 309.61 00M�A� IE OUT(12" N) 309.07 �-' +40 m ++N z d d98 REMOVE EXISTING CI_EA,NOUT Z Av o owN I in w I CONTRACTOR TO `�EkITY INVERT OF - ziyo zz EXISTING 12." ADS PRI RTO START OF' �y- _ AND SLOPE TO SET MANHOLE Ki. N07jfY -- - - - --- --- --' OIC ti_ d �Q d-'""� CONSTRUCTION. HOLD CXIaTINLa INVERT I I Q j V1,In0Q'l..lW V1 VIN VIWWW T 1+00 0+00 1+°° ENGINEER OF NEEDED CHANGES TO DESIGN. 9+00 10+00 17+00 12+00 13+On 14+00 15+00 16+00 17+00 PRIVATE SD LINE '11' PRIVATE_ SD LINE 'H ' P I � �� 9� __ - _ �, SCALE: HORIZONTAL 1"=:i0' SCAI.E• HORIZONTAL 1"-50 UBL C" SD LINES K PROFILE SW 122ND AVE PUBLI (_ SD LINES C PROFILE SA► /2f', t3 T E R R Q I.., VERTICAL 1"=10' VERTICAL 1"=10' SCALE: HORIZONTAL 1"=50' SCALE: HORIZONTAL 1"=50' � .;' VERTICAL 1"=10' VERTICAL 1"=10' �y _ _ - -- _ ----- ----- - -- --- -- - -- ---_---- -._..-___ --- I i FINISHED GRAD EXISTINGGROUNO I tiQ v � --_-___ _ - -- _-- _ 340 320 - -_- - - _-- _-- - -- 320 --- ---- -- - - - - --- -- _ - --- -- - __- _ - - AT CL R�W AT CL /W FINISHED G1itADE- AT CL R/W - - - _ EXISTING GROUND --_ W � �`a w 310 _ Y - - -- 310 330 S.O. x - - - -- - - -- - ---- ----- --- - ��= +---�a5 Ar LF 1 " J o 330 / 1 SID `'=0 0 S 1 j MH 8 ti ct: S S ,p 7+6 .21 2.00 RT KELLY LANE r>_ S A: 7+8 .23 SD LINE "E 1 __- ,300 - ----_-- _ - i 1 S 0+0 SO LINE "B-1 O - ----- _- 47.23 LF _y 300 320 ,- 56A4 IF- �. _..-_ _ - - - _-•__- _ - -- - -.. ___ ..- _,- _._ -.- -- 4 I -----__ _.___{ 320 R 33s. I a. a � SS .• I IN 12" 'S : 326.63 I � 6O N ' - I O S-0.0051 -. O S-O.J04 - A:M1+ 28, 2.00TLT ATHAWA1 IE IN�12" E3: 326.63 - - - i SD MH 07 � IE OUT(i W): 326.43 1 _ M S`' ➢ tA: 1+OD.27 SD LINE "fl" I ' f/ • cj .56 20.717 RT kra. LANE ` RIM: 302166 / 6 " S 10 A; 6+2. 22_59.-LINE "©" SO M B9 IE IN(12" E) ?96.72 SD MH 810 - ' 0 M- 323: 0 STA: 9+02.27, 20.71 KELLY LANE 290 ;_ __- ---- r---- -r--�--- - ---�' 50 I -N('1 Z" ): 317.84 _. I STA: 9 30.64 5D LINE "B" MH I IE O11T(1�" SW). 296.52 29G 310 - - - STAr -0+ 8.74. 0.14 LT tiHATHAWAY SER - ---------- -__ _ _-- -- - �. 12 -3= �I c 4 _ -..--- -- r .310 4] 5D F.. STA- 0+69.62 SD LINE 9 W - - vF 1-11 D H 13 tE Ol)T(12 N). 317.�i4 11M. 3 7.,3 ri STA 0+57.0 2.00 LT HAT WAY Ci RIM: 303.00 _ 60h2S�0� 1 STA: 5+64 06 1,28 LT HATHAWAY TER I " SE 1 m STA: 0+56.0- SO LINE "F" IE IN(15"I SE): 293.77 I �' ' _--_� S1 - ® 1 7 "B'' IE 0 2 ) 331. In, �_ J��_.. m RIM; ,302.46 --.... _...- - I -- - _ ___- - Smp03 j STA: 5i 645, SD LINE C E IN 351.5 Lj 1 N ; 3 IE OUT(15" NW): 293.77 _ ® RIM: 319,tf4 I p } --- - .00 LF -12 -50 55 IE IN 10., 1 ): 312.?i IE 1N t o" N 296 33 ;, _ - -- - � - _ - - _ g W IC IN 10" SE 296.33 ^ 12 IE IN W. 312.71 Q Li ^z IV - - ® S�0 02 SD M - B4 IE IN 12" ; 312.71 W 280 a a IE OUT 12 NE W 29296314--- N N w Z l ( ) 280 300 - = _-_ - - - - _ - - r_ l STA:.so t� 1 - _ _ _ IE OUT(-121. N):-31.2.5 t! -____- _ .__-- - -. - _-_ - 300 - � -• � -- �- STA: +75.19 2.OQ f-'iATHAWAY TE - Car cv "i'�:[ int j 1 66,78 LF 1S" SD 2�..'50; _ kj0 MH 83 STA; +00+75.84 SDNEIN�""B STDA:M5+03,9 2.41 LT HATHA, AY TER pp n O r• - T 1.F.= 1 1 STA: 2+56.4 1.00 L f HATH WAY TER + +.+ Nul _._.. t g3' -<J;0 ! STA: 5+03.84 SD LINE "B"= A•6 RIM: .09.67 f � I 69 62 LF 15" Sb -� � STA: 2+57.0 SD LINE "B" IE IN 12" 5W): 305.42 STA: 0100 SD LINE G" i O m S=0.0151 z z 2 00 3+00 I RIM: 306.65 IE IN 12" E 303.40 ' RIM: 314.71 \ I 0182 36.87 LF i S 9308.171 0� i ' G��a W Ww SD MH A? O S-0 15" S0 ( 2 IE IN 12" S : 303.40 IE IN(+0" E): I IIE OUT(12" E : 299.76 IE IN 12" W 305.42 ! IE IN t 2" 5 : 308.1/ \ --- - -- - STA: 16+45.30 1. ._RT_ 12-AT _. A_ '�0j SD MH 82 ) - - _ _ _ _- ------ __ _ 1� q 290 STA: 0+00 SD LIN B' - -`- - - -- - -- "F" ---'---- - 4 fE OUT(12 N 307.97 - ) - -- - _- - -_ 290 __ __ IE OU1(12' E): 303.2 STA: t+ 2.30 1.00 L1 THAWAY TER p r-- ) STA: 0+95 84 SD INE "A" _ A�H- 1 STA: 1+ 3.27 SD LINE '�8'= j - RIM: 304.63 1r STA: 0+ 0 SO LINEa PUBLIC S D LIN F " ) TA: 1+06.49 SID 6LINE "B'THAW Y TER � I W IE IN t?" W 294, tRIM: 30 .50 t. IE iN 12 SW : 297 ct TA: 0+00 SO INE 'D" IF IN 12" NE : 29'., R5 Ut IE IN 15" SE�: 2921.50 M 302.76 IL IN�121 SE): 29515 F- '�tl HA TI-1 A WA Y C T IE OUT(15" N): 29.30 Z /: c 1+23.19 0 4p - 12" IE CUT(115" NW): 295.95] ---- --- - - -- d E IN 1G" SW 94.64 E 81A 18" x E IN 10� SW 94.64 ST T ---�T HATHAWAY TEt? } to W SCAIF: HORI7CStiAl 1"=50' IE IN 15 SE 94.64 STA: I1+29.08 SD LINE "B"- IE OUT(15" N): '294.44 STA- 10+00 SO LINF. 'D" N ti a VE:RT1CAl 1"=10' I IE BRANCH02"): 295111 �L F� I IE R N(15"7: 294.98 I- Q1 -1+00 7+00 3+00 - -4+00 5+�0- - ---- 6+00 - _ 7+00 - _..... -R+00 PUBLIC SD (_INE 'B' - S4'V HATHAWAY TERR / S. W. KELLY LANE S"EE' 4 SCALE HORIZUNTA.L 1"=50' PERMIT SET 07/20-12402 C105 I 3 I 4 VERTICAL 1"=10' I � - __ 12 I til Ave 13/4 -----_- --_._--- - - 111,M20 2-003 10 16 of•20 ...,.....,,.::Y........,n.,,,...,w.,►.raw.,r*»,V,.NwtwMMM+mruc,,..:.._... ...............:_..._ .,..,.�I11•'i»'w,www,,,,..an....»_-«„r.,r.�..w.f1Nn^+4!...._.. .•.. _. ..... ..._ .. - ..,:... _...,-......._... _ ,.,-AAIWYFr..aw:gy .Mw u.•i.e."�• .,fw j,•., ...^R: it�.,.l,.rr F7.(;':" Af::.,,iil•M�Yb. +� i '_. Cm II,! �!ul� jli'(i'IlujnlT�lu jIIIIIIIIIjIIIIIIIIIIIIIIIII llllllllllllllll IIII�iill IIII�II 1111111'IIII�IIII'II;IIIIII'.Illllilt IIII�IIII illllllll Illfllllilll'IjIIII IIIIIyIiIllilllllll II!I�Iiil Illjllliliiujll l I!IIIIIII IIIIII�� LEGIBILITY STRIP a j 3 , e I o Ili Ila tie 117 Ile Ila 210 211 2'2 23 214 215 2iea 2'7 2�e ala o Tom--I cm l ZI I 1 fel ( NON( tc •����I�IIA�,��1�,�A�, � *�. �,t�.l.��.,l�,�l�.l�.tl�.l� '' �.�l,t��1.�� t„I��.>.l.�,l�1a�,1,�•�li.l�1.� � ' �,°z , a '^TAw.M,'A.pwM.MPw�.'•M•n..�"•wo.'':.�.:.,.T•n w"+p,.p,.,.gnw.M-me,n r- , , , .. «. MRA ,.. .. ,.. .,.. -..-., ,,. ., •. .,. ...: .. . _. .,:.. .... -. ,,.., .r.,. .o. r war.+w.-+wu• �+" •,M•Aw r+w' .er.Ar % w .. . . .. 1�. n w . l--xu ,.,r .v ,. ..,. .:,•.... ,.. .v.. _.M.,. ,..,.T.,, , ... ...,...,, a .V o N,+ANi,, Wr:" .,N �+ i�1r.'!'fYe ,.. ,. ,. � ,. :. R4`• .nien[�i ,�1•++�",,.�I�.A � ��,Yl. �4 'MF i. ^,N'N•�+iwkb?I��A.'I�.�M.'M�^i4 Wr rM .IN•OXM9...nU A,r;.. nti•,F••1!.�'w,. . , +'k:, :.�.c is► sw - iati .�, ��--'�}---_ _______•. -;°u _ -----•--__.._.._ _�_.•� _ LEGEND j -cl+ --- - --__.'� CREEK DR �_____ oo ` PROPOSED U TU TI E S EXISTING BOUNDARY -- -- - - STORM WATER LINE �, c a PROPOSED LOT LINES t; STORM MANHOLE v G 1 PROPOSED ROAD CENTERLINE - CATCH BASIN �, o i,.. 3 � k PROPOSED CURB 0 CLEAN OUT o SS MHN At-- +I PROPOSED SIDEWALK :; THRUST BLOCK 0to SS MH E1 }` PROPOSED RETAINING WALL FIRE HYDRANT > 1 N LOT 1 � I aco oQ a s 0+68 ; 0+32 - _-- IE: 122 LF 42 95.0' / j1E: 292LF LOT 65 LOT 64 LOT 63 ---- - PROPOSED EASEMENT SEWER LINE ro CQR c m \ % LUT 51 I PROPOSED MONUMENT SEWER MANHOLE IW SS MHN A2 I +09 SS MH F1 4�TLOF MH 2IJ �` p� PROPOSED STREET LIGHT WATER LINE • � v IE: 298.0' IE 310.8' ' L) G 43 21 - \ LOT 62 1A GATE VALVE p 0. 1 3 �� IE: 298.0 w WATER METER ------•-----...,.-.._ .______.- 1+88 7; � OUT OF AIH 1 (E: 27 �X xt/ ra` 59 I IC w~{ - IE: 299.5' L.OT 52 0+62 ? z LOT 3 / i \ �" i' 28 LF SS r - - , MHS AJ / =- :' - -- - __ IE: 311.0' I 39 LF W //; / '- ��, - '"�_.• 1 1 ! IE: 305.5' d 2+03 ` �SS MIH B ��, P `J / OUT OF MH , 28 LF LOT 50 IE: 295.0' / 24 V298 0' \\ \� 11 S5 72 LF IE: 299.5' , (v F_ ! LOT 21 / F` j :� ' LUT 61 1+24 LOT 53 1 it; 29 LF z ' ,/ \ - ,r IE: 314.0' I `' 0+48 1+23 (Tn 76 LF � 28 LF 25 If IE: 298,7' LAJ l 1 i 1 i IE: 295.0'' ►-• , / IE: 298.0' ,1 - 1+77 Q SS MHIy A4 11 2+62 G 25 LF LOT 60 -- T 1+73 `t W E 296.5' LOT 59 I 1 39 LF � 41 Lf • IE: 301.7 ' IE: 316.0' LOT 22 t+82 I L01 49 / LOT 54 29 LF, ; S LOT 20 SS MHN B \ \ t IE: 316.5 I SS MHy E2 LOT 5 SS MH•y B3 3+13 ---- _ 1 25 F I + 102,6T- - _ I � OUT OF MH -. _-- 4341 LOT 19 2+91 J _ � I 41 LF , -•Gs,._. .�_ 1 - _� .__-• LOT 23 25 LF � � � IE: 318.5 i �� r -•�. ---- ;.� IE: 317.5' p) IE: 301.5' 3+04 LOT 58 LOT 57 LOT 56 LOT 55 /� - SW TALON LANE a I S �X301.0' �' LOT 48 N Lo '+42 2+06 +30 I / C 00 25 LF 25 LF 25 LIF j, [Y O I . - - ----- It:.; 3 5 5, IE: 311 5' �D _._. 43IF LOT 18 LOT 24 5+L0 N ri E• J16 -- - ------- L - _ - - _ _. _ / 'nom J Q i0 320.1 IE: 303.4' I - - _ - !� -- / L01 6 --r SS MHN 84 ` :_ _-!S.W. HAN OCK Tp ,; - ---- ____ 4+38 $11tEET__ '' _UNE '•C� 4+00 j `^ / ` IE: 324.5' + I _�- -_g•______ . . Q 43 L IE: 322.0' 4+17 _ _• LOT 17 LOT 25 IE: 3040 "' 0+80 1+40 1 w .� 47 LF 47 LF 2+00 2+74 j IE: 301.5' IE: 306.,) 47 lr 47 LF I •` �'' / IE: 311.5 , Q' IE: 316.5' II LOT 1 4+96 . I _ - I' IE: 315,0 I a LOT 44 LOT 45 LOT 46 LOT 41 I 43 L 5+21 E 320.0' \�, \ 44�77 � ,� LOT 39 IE: 312.5' 25 LF r LOT 16 LOT 26 IE: 306.8' .I SS MHJ D1, - I O 1+36 -- I, I p _ 43 LF LOT 8 � �_ , --- -�-----__.________--(l) IE: 325.7' _. - 3+10 5+81 -- ��____ 25 LF 43 LF 5+21 ---1 _.-. LOT 38 IE 325.0' IE: 323.0' LOT 27 I 43 LF 25 1+60 - II LOl 1 5 5+37 I IE: 309.9' f 4 IE: .121L4' li -- -- -- -- 25 LF LOT 43 LO 2 LOT 41 LOT 40 F I ; Z-. 311.1- 6+11 11.1 t�- / pp I - � I' SS MHN D2 u, - 1+93 C� 25 LF SS MHN B7 43 U ►= (rl j LOT g IE: 3257 �,� 5+81 SS MHM 86 7+38 OUT OF MH I / �I I IE: 329,4' --- 42 LF 25 LF 25 LF 30 LF SS MH# D3 / I j LOT i• 7 - C IE- 324.8' IE: 314.0' S \ IE: 315.0' IE: 318.H' II SS MHN A LOT 14 1 LOT 28 SS MH/ 9 8+00 x �• �, `,, �, E L LANE - - W 7+18 - _ _ I' LOT 1 C) 0 326.5' LOT 13 , LOT 29 ss+tF - -- -- -- OT 36 v LF n 2+27 L x • 1E: 316.8 6+46 I , - -- 55 LF QP W �i �' 328.8 43 LF 6+84 IE: 329.5' I ' IE: 320.5 43 LF 8+48 B+50 OUT OF MH OUT OF MH �r IE: 323.5' 17 LF 7 LF 58 LF 50 LF I IE: 329.3 IE: 329.5' IE: 332.0' IE: 332.0' � J LOT 33 LOT 34 LOT 35 I SS MHp A6�•11 1+ , LOT 30 LOT 31 LOT 32 � r OUT OF MH MH I _ R I' 1.01 1 OUT 29� ` ; I iE LF 1.0' LOT 1 I SS ly eb lL p fl tE: 330.5' - - CL = al _... .. ... ,.,._ ...�._ SW ROSE >_ VISTA DR. __ _ ------ m v, !t ct r 4 O CO �r.. - + EAGLE POINT Lu L- (R 4.5) Aj I o � in I in W-- o SCALE oc a <i 2 50 0 25 5U 10Q 1 1 t I s1 iwc 1.)iy� q `' r _--- _- W_ _ _.�_ _ __- _ I'I.M2002-00310 LL-1L I17 at'20 - CL ( FEE TSHE 1 1 INCH = 50 Fl --- -- _--`--� I PER �i1T SET 07/25/2002 X200 r a Ilk IIII 1111 1111 1111 1111 NI f�I�!Il t , r` +��^ _.• '`��,�s•ycc�w�,pax+ �s�rc,��e+,�:r:,.'�•rc��11�4N�t�;t�.;�;,,,rsa�., �� :,.:,.:.. ... ;:rk.. �.::;.,.. i I{II Nil III IIII 11 IIII 11 IIl1 11 1 1111 Ill Ilttillll I I III 1 t IIiIIIIItil Illl IIII IIII IIII IIII IIII IIII Jill IIII IIII II 1 ilii IIII 1111 IIII ILII IIII 1111 IIII IIII IIII IIII IIII !111 IIII! LEGIBILITY STRIP C mo i I I ( I I { I I I I j I I I I I I I I l I I , I I 1 I 0mm.,cv � 10 12 13 14 1 Is 17 18 19 20 21 22 23 24 215 I I I o jn 28 27 ?8 2.. v ZI I I Ot 9 Q L. NOW �l lQ '' � tl�%I.� .1.I�.U.�.► �l�•I � �1.�.�J,�1 �.��! `a1:..�.�I.l�l.�llJ.�.)�! I 'I ' ��..�J.��a...Oz , .. .. .._ t • p . iA YWM; Y IM. .: '�r�....,py.f• .'YF�^Irvrh••', vMY+I+*e ., I ' .IIIN�!k�"'1d11114�11�M'IpMhlpN 4!IIM� . . : . ra�k+li�+,w ��i' � �� � u 6` �r N "Pn lu . 21. y N F �_I\'�_--�may _ sw`_ 6+00 /pGLEGEND PROPOSED Y 7LToo 1-SBM00 [ IES o, I 4+00 EXISTING BOUNDARY - - - - - - - STORM WATER LINE PROPOSED LOT UNES O STORM MANHOL:" v oni a I I FI I I I I I I 1 PROPOSED ROAD CENTERUNE ■ CATCH BASIN m 4 I i I I i ��. I PROPOSED CURB 0 CLEAN OUT o N y r PROPOSED SIDEWALK ,Q„ THRUST BLOCK 1, T I II - - - - - - - - - - - - PROPOSED RETAINING WALL FIRE HYDRANT ° Td u Lor 1 21 , I I '� I --- 1,_ __ - _ av oo $ ` / I I 1 LOT 64 ' ♦ I - -- "- - - PROPOSED EASEMENT - - SEWER UNE m OO 'O. i I aLOT 65 I LOT 63 I 4 TOT 51 I / ® PROPOSED MONUMENT SEWER MANHOLE ! . I LOT 2 43 1 i 41 /� 1- 39 ' op PROPOSED STREET LIGHT WATER UNE 40 - ,� IFI T GATE VALVE LOT 62 1 I . • I I , I �\ Wo WATER METER I LOT 3 LOT 52 111 II I . \ / ,/ .y�:�A '•/� �\ \ ♦\\\\ ! / / , R S .y �Ii I I / / / \ \ ♦ O \• � i'�� n- _____ _____ f I T� -._�= I -II_.1 E O ` ' __ - - -�-•,. I' �iI1 h 1 LOT 50 Y f'I x FjO �� /- LOT 61 LOT 21 1111 1 II I I 1 , LOT 53 I I I -a WATER CONSTRUCTION NOTESLOT 4 N T I I \ \ \•C \ 5 / LOT 60 \ L L I <8> NOT USED. I+. _I + TOT 59 I , u _ 1 I O MT USED. O T I 1 LOT 22 \\\\N \\\ 11 \ \ \ I LOT 54 1 I} I, ^OT 49 I c © INSTALL IL25'8' 9.1 BEND z 1 LOT 20 1 1 1 1 I 1 STA. 1+92.22 &6'.T SW HATHAWAY TERRACE 3 I i I I 21 I 1 ` \ I I 21 1"�__ 'b _ p INSTALL RESTRAINED JOINTS 2 EACH SIDE OF BEND `.. LOT 5 1 II I _ --, _ It I I ' I I I I 11 1 11 _1 I I I I I I I // O VALVE BE OPERATED OW BY CITY 36 INSTALL 8' X 4' Y.J. TEE U z I __-__ -_1 , I i II 1 i STA: 1+66.50 6JFF SW HATHAWAY TERRACE I I I I rTTI"------__ __ __ __ INSTALL RESTRAINED JOINTS M BRANCH, (5 d I 2 3 E I I I 1 I I S --�-- I 3 REMOVE DOSING W WATEMUE & BLOWOFF. AIL RESIN f' 1 7 -I O 3 STA: 0 4' Y.J. GATE WALK LU Y -•�'� T-? LOT 19 I 1 I LOT 23 I 1 1 s I- I / NOT USED. STA: 043+.87 8.0'LT SW HATHAWAY CWfli W_ ..I J J NOT USED. �. I I / ! O 38 - _ SW TALON LANE -II I i 1 T I 11 I LOT 58 I LOT 57 LOT 56 LOT 55 j j 1 I I LOT 48 j i / f; O INSTALL FRE HYDRANT. SEE DETAIL SHEET C404 SEUL TEMPORARY BLOW OFF ON NEW e' WATER INE W 2 -- _ _, 1 I1 I I i I i / / STA: 13+74.61, BODY LT SW 122ND TERRACE 39 U) - 1+1001 -, __ __59__--_1 DI _ _ 1 1 ._ a\/ INSTALL RESTRAINED JOINTS (RESTRAINED) AM AFTER 1E51NG REMOVE EXISTING BLOW 7 00 I 1 I I I I � ,V OFF AN)CONNECT WRONG SLEEK TO EXISTING 6' WATER a ` � . :; e O IPE CONTRACTOR TO VERIFY LOCATION AND DEPTH OF _ __ _ 1 7 I A DEFLECT WATER UNDER 17• STOMA ORIFI. EXISTING WATER UNE ISNTALL 46' OF RESTRAINED JOINTS �W LOT 24 1 i 1 111.• g (� INSTALL S' MA GATE VALVE YAINIAIN 8 PROTECT EXISTING BIOwOFFS. 00 '.. STA. 13+74.61 6100' LT SW 122M IERMII 1 1a1 ,YL B• X 8' N.J. TEE 40 STA: 34 LTINSTALL STRADDLE TSW HATHAWAY CURTLu IM •) _���� / O OCK NSTK SHEET C404 \ "f-ll --i-......t• _ r- - ID, I � i 1 � r i __________I I ____ ____ t - I ___ --� TDO` '••• �, % / i STA: 3+44.38 44RES1RANED BJOINIS T SW BWX�BR XANCHEE SEE T 25' 41 INSTALL 2' STANDARD BLOWOFF � ,J I o•I I - I `\�,� '�. I //, / // STA. 1+34.20 &OMT SW HATHAWAY COURT fi- _-. O INSTALL I' COMBINATION AIR 8 VACUUM VALVE SEE DETAIL SHEET 0104 Q. T LUT 17 I LOT 25 1 'i _- _ _ _ __ _ 1 _ - __ _ _ SEE DETAIL 921E 79 21' RC/05 T SW'�Y LATE Z I I I 11 I J•I 11 I ( 4 I _ _ _ - - -I-- 1 __l \8 / / STA4? NOT USED. ,00 / NSUIl 8' Y.3+ GALE VALVE 1 I 1 LOT 7 < H _11L-__- 1 I II I i 1 1 I I 10 STA. 13+77.80 SO' LT SP 122ND TERRACE -___ __ __ I I . . / Q INSTALL 4.04 8' Y.J. BEND I 1-II - 1 II i 1 I M1`` � � \ STA: 0+64.04 B.TIi SW HATHAWAY TERRACE I I I II 11 �I I 11 LOT 44 I LOT 45 I LOT 46 I LOT 47 I 11 1 I 5 �� // 11 ALOE USED. WALL RESTRAINED JOINTS, 2' EACH SIDE OF BEND. I II 1 I I I I I �I I I' 1O LOT 39 \1 1V1 ' / INSTALL 6' N.J. GATE VALVE O VALK I I I TT I T I LOT 26 1 I I I I 1 II I I / ® 12 STA. 2494.43 1&ORT SW HANCOCK STREET 44 6TUA: 0+38.35J781TBSW HATHAWAY TERRACE LOT 16 I 11 L 11 j I I -11 g11 I1 I I II II Ij I I I I II I I --��_ / 13 NOT USED. <9> O I 1 1 rvl - it + HI O INSTALL 11.25' B' Mi. BEND - J _ �-----_ * / i3+ 14 INSTALL {SOV'8' Y.J. BQA STA: 15+7/.08 7.J'LT SN 121M AVENUE I LOT 8 I I I I - -'1;(�0)_ II I II >3t LI r3+-TL ________I�_____._ ..11 I __-__ 38 //� STA: 15+37.9016.24' RT SW 122ND RAR INSTALL RESTRAINED JOINTS. V EACH SOX OF BEND. I II I I I LOT 27 I I 1 I I INSTALL RESTRAINED JOINTS, B EACH DDE O BEM. / / J,' Q INSTALL(RESTRAINED) AN RY BLOW OFF ON NEW O B• WAXER UNE F 1 n LOT 15 I 1 1 1 1 LOT 43 i LOT 42 1 1 I 1 // r / INSTALL 45.00'8' M.J. BEM ROWOFFEA aCO AFTER /LONG REMOVE O EXISTING .. - LOT 41 LOT 40 I 1 1 / r ! 15 STA. B+BL20 I&M' RT SW KELLY LAE ( ) o w 63 I I i �. ' BLOW OFF AM CONNECT TO SEEK TO EI AND 8' O: J _ I -� INSTALL RESTRAINED JOINTS. 8' EACH DDE O BEM. WATER LINE CONTRACTOR TO VERIFY LOCATION AND ¢ Q I {-i I I P 11 1 ---- --1 I In ITS INSTILL 22.5' 811.25'B' Y.J. 8END5 DEPTH IN EWSMC WRIER UNE INSTALL 4B' OF V U -- I I / .. - II I 14 , j 16 STA: 6+66.56 8.00' IT SW KELLY IAM RESTRAINED JOINTS. MAINTAIN 8 PROTECT E1051NC F In LOT 9 I II S . 1 ' I I I / / / / BLONDES. / , INSTALL RESTRAINED JOINTS, 4' EACH DDE O BEM. 1 ' 18 H / I LOT I97 / T O O <R> NOT USED. INSTALL 22.5' 8' Y.J. BEND 1 I - IT I LOT 14 1 1 LOT 28 1 ` \ ---- - -- - - - _- __ _ _ ___ ' / 1 1 I I lJ' / / STA: 6+05.97 6NED LT 5W HATHAWAY TERRACE II -HI IIS B I 1 61 H I 11 �----- - -_ -----_ _- _-_- __ -- i� EACH 902 OF BEND. Or USED. r _ __ . ____-i •a.J- ` -- tOp-- _ -_ \ 1 µl 4 EACH SOL OF BEM NOT USED. - U B+LOp '� O �a+ieoesirir�sXwD a9 NOS I 1 1 1 T- ____='�___� \ _ _ _ -�_=_ ,/�/ I I �--___-_.__- 78 NST RESTRAINED JOINTS,HATHAWAY TERRACE 50 N 1 1 11\ 1 11 ll / INSTALL 11.25'B' N.J. BEND o h I I )y 1 _____ __F _ _ ___ I 1 1 19 INSTALL RESTRAINED JOINTS 2' EACH 902 OF BEM. INSTALL 3 . B' W.J. IEE LOT 10 \ 1 1 LOT 13 1 ` LOT 29 1 - /_ LOT 36 / I , O STA: 5+REST :INE JOINTS. Z AM IFPRACE $1 STA: 1L RESTRAINED TILT INS ON AVENUE d Z dr O 1 1 1 _ _ _ ___ __ ___ _ -_I- 1 --- _ __. _ J I II I I 1 INSTALL RESRAINEO JCN1S ON BRANCH, 25' I F, O 1 1 \ L A __I __ _ _ NOT USED\ \ 1 \ \y t I 1 N U L � A. 1 T 1 AVENUE 00V i SII I 51?N7aso mil sw V/2 1H O 16 + \ I I II i 21 DEFLECT WATERLINE AS NECESSARY i0 MAINTAIN 6' INSTAL! I1.25' Y N.J. BEM LOT 32 I "F �OT 33 I LOT 34 I LOT 35 A I II I I <0> STA: 17431.55 zzV sW 124TH AVENUE 111 OFFSET FROM FACE OF CURB - I I 1 V 1 INSTALL RESTRAINED JOINTS, 2' EACH SIDE OF BCIO. v I 1 / LOT 30 I LOT J1 , I Y1 I I I I I Q INSTALL 14 Y.J. CANE VALVE I' LOT 11 1 1p 4 T LOT 12 TI I 1 i `1 1 I I \ j I I 2 STA: 4+u.t9 &oYT SW HATHAWAY TERRACE Q STA:INSTALL nzs'B' N.J. BExr I o p 17+8&30 7.rLT 5*9 124TH AVENUE A I I T USED. INSTALL AINED JOINTS Z EACH SIDE OF BEND. b I - �__-.---__.- ' I f I I I __l�__._ a 3 ALL PE51R � N V I. ---- RANT Q INSTALL ETAIL 0X ET RT SW NANCOCt STREET STA, 18+66.00 &OMT SW 311H AKMR O O L I sw - SFE DETAIL SHEET 0101 INSTALL 8' M J GATE VALVE '- I INSTALL RESTRAINED JOINTS. 56 Go O STA. L TEMP &RY 5W OFF UNE ro A g ^ I I 1 1 5 MT USED. 6 INSTALL YAFBLOW ISTING REMOVE E051NG NEW$* WATER BLOW p R 3 -----'------ --_ OFF AM CONNECT MAORI; SLEEK 70 EXISTING B' WATER W O 2 + I I __� <8> INSTALL 8' N.J. GATE VALVE Y Z6 6U: O+S0.00 10.0' IT SW NANCOd( STREET URE. CONTRACTOR TO KRNY LOCATION AM DEPTH OF LLVI a ti I I EXISMG WATER UNE. INSTALL 48' OF RESTRAINED JOINTS T a C, S _ I I NOT USED. IAsmu FIRE HYDRANT U a d 41 Q> <8> STiT SHEET EE8iLLc/WN 124 AVENUE SEE DETAIL � f EAGLE POINTI I I I <8> INSTALL IIIY.J. CATE VALK INSTALL RESTRAINED JOINTS 1 1 1 STA: 11+66.10 B.OIT 122M AVENUE 3+`1 , ' O INSTALL 3 . B' N.J. TEE fFC ! R 4.5 1 I STAA3+83.19 8E.UIT SIR TERRACE 59 INSTALL RESTRAINED JOINTS ON BRANCH, 25' I I I I INSTALL RESTRAINED JOINTS ON BRANCH. 25' O STA: IL W NO 6.ATE VA 174TH AVENUE N57NL Y Y.J. GATE VALVE O i I 1 I1I Q NOT USED. 6O STA: 19+87.00&CYLT SW TNM AVENUE DEFLECT B' UNE TO FOAM 210' RADIUS, MAINTAIN 6' W I I L 31 NSUU S' N.J. CATE VALVE <s> OFFSET FROM FACE OF CURB C A I 1 I STA: 3+29.19 B.OI.i 5W HATHAWAY iEMA1:EINSTAL TEMPORARY BLOW OF IN NEM B' WATER INE In 0 IFI I I I NOT USED. Q (RESTRAINED) AND AFTER TESTING RENCK EXISTING z BLOW OF AM CONNECT wAoNG SEEK TO EXISTING 3 ti O SCALE ' 8• 'WATER INE. CONTRACTOR TO KRFY LOCATION I/1 k`I 2 � II INSTALL 11.25.W ILA EIENO WD DEPTH O EXISTING WRIER INE INSTILL M' O 50 0 75 50 100 I W g -----------_-_______-1 I I ' STA: 2+74.72 $4511 SW NAMAWAY 71+3+3+1+ ANAD DEPTH JOINTS. MAINTAIN WA d PROTECT EXILING F INSTALL RESTRAINED JOINTS, V EACH SIDE O BEM. gUNOiF. ( FEET , �__ ___ _-._. - I I Q SEE INSE DETALL W4SHEETECC404R (TYPICAL) ____._._ I INCH 50 FT 1 I . 1 PERMIT SET 07/25/2002 C201 I 1 2 1 4 I 5 1 1 1 111 111 R1 Ave 1314, PI,M2002.00310 18 of 20 .,.� �9'NEA1� E"; _ ' _- ----__......_.-..•..-.--..,v„__..,�,-__. _ ._._ _111__1__. - ----. .- _ _._.__ .. LEOIBILETY STRIP Cm - ya ,0�0., • I 2 6 i e B 10 I I 12 13 ION ION i , ie IP 20 2, r L _ _ Za 25 Zs z' 28 29 30 ,: • LI II OI 1110 ° 25X _,.•.,,.,�.. •-^..�..--- I�III I I " .. 4�.. u.:: ,..w .:Wiw.._:_.,,..wN..,a.,:a1...M,M...•MMIn:_�w._.YINIkyIWwnNWWM+n,lr•.w.y..OW.ys•..wn.w,.rnrnw.x.•r ,..�..W_.•.,ryW�y�.y..,..W.•.r......... ..rr..._...»,�w . 1111 _" " . ..-�,._.�.. _f,MA.WYw.•+'4Y.w„YAM.7AAArWi J,. y ' ... • • . • it 360 .___-- ---_-_- ------- - - •'• ••• •�• ' ' '•' '"' •: __._.__._ -_ _ ___ __-.__-. _____---- __.__ _--.___ _ _ -_ _ _-__ ___ - -----_--_-- 360 ; • .•, ' : '.: ' : : . -------- -- - ------- ------ - _ -- -. _-_ 350 • . . . .. h �, , In 340 -- ----- ___- _--- - - ---- - -._- ..__ __ ___- --- ----- --- ---- - - 340 > FINISHED GRADEIV m Q ___.___\AT CL R/W EXISTING GROUND AT CL R W -- - - - -- ' -- ---_- - -- -- 30 330 - ---- ----_--.- -- -- _-.1. -- __. ---- e"-DIP WA ER~ o E' c c 0 Ak_ --- --- _ A a � SS MH A6 a �0 0 98 A-2-7+-6-010. .0 R "W 124TH 4, g' FVC IS STA: 7+51.74 3S LINE A" Sjq,0116 RIM: 336.96 320 -- ------- - --- _ - - __ ----- IE OUT(8" N): X327.96 �- --- ---- 320 f- ___ 71 ""` SS Ll# A._y SS MH AS Z STA: 21+78.66 9.RT SW 1 4TH AVE STA: 22+27.34 9.0 RT SW 124TH AVE 3' STA: 6+2`1.3 SS LINE A" STA: 6+28.38 SS LIN A"' W - -- ----- ---- -- - --_-r.: -i - ---- - RIM:-3 2%11 - -- -- --._ ----.--RIM:--3 A IE IN(8 S): 323.51 IE IN($ S): 324.30 Q T E / i' ; IE OUT(8" N': 323.31 1 IE OU (8" N): 324.10 q ____.__ NOTE:1 ON ECT TO OU IL HOLLOW ------_ __--__._.._ SS MH• _- _-�_ - � --------------- ---- ------------ - - - --- 310 .. N ' A4 W� s r- STA: 15+49.96 4.2RT ,NV 124TH AVE / $ STA. 18+26.11 9.0 RT 5W 124TH AVE 4 SUBDMSIO SS LINE COb E-1 k STA: 2+33, 0 9S LINE. E-_____�_ _-.--___-- _ _- __-- _ _ :- -.�_.._.__..STA: 2+75.82.-SS_LlN ':A." ___ .-_-' _ - __.--- _-- --_-__-- - -- -, RIM: 325.39 �� :-�a�, IE IN(8" S): 313.74 P '� L�1 IE OUT 8" N): 313.54 E I�1F30E)5286.57 n{ - I ---- <Q � O�Q `t � t- ------ - ------ --- - - ----- 300 Ii I REM X TING CLEA OWT_^-__-___ Ili' v,� - G - u..� - S� MH A3 ' STA: 1 7+40.74 9.Q RT SW 124THAVE ----- - ------ -- - - - - - O STA: 1+86.81 SS ;LINE 'A'- SID - .79 20S-0.0601 PVC 1 _- - _ IE ,I 8" S)- 290 _ I - - ` - IE IN(8" S): 30 1.03 - -- - --- - --80.6 VC IE OUT(8" N): 303.58 90 - - - - - ---- - --- 1 ••J S=0.0682 - - _ _ - - ---- -- �� 'S MH A2 2 SiA: 16+50.87 9.0 RT SW 124 H AVE \' _ STA:_0+97.09 S LINE "A" �11' E IN 8' S : 2 0.54 EIN�8" S�}: 88.74 E OUT(8" N) 88.54 280 - --- _ - 1. ---- -- - -- - 280 SS MH Al _ _ ui STA: 15-1x70.27 4.2 RT SW 124TH AVE I W In Lu -STA:-0+20.3Q._ S_LINL" " -- - --- - - __.. ! �� CO RIM: 29 .09 - - - -- -- - ---- O IE INCE` S): ; 287. N 7.99 �L IE OUT(8 N): 287.79 � f MM _._ x) 00 R 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 w F- CL SANITARY LINE "A" PROFILEIL aC13 I SW 124TH AVENUE u SCALE: HORIZONTAL 1"=50' '330 VERTICAL 1"=10' O 350 - - -- -r- ____ -�- -- -_- _ --�- _ - _ T-- _. 1 --r------- 350 I � FINISHED GRADF EXISTING GROUND rJ �-; AT CL /W - - - � . ---- - - - - - --- 340 v 340 ---..____ ------ --- -- AT CL R _-----I -- :- 335 ---- - --- --- - - --- s - - -- - - - --- 3o SDI a Z t n r LJ 320 20 0 3 i � p531 I SS H 82 S•�0, STA: 1+83.80 7.0'RT HATHAWAY TER; _ P C SSS MH 87 STA: 1+89.05 SS LINE "B"= 4'n 53 p3 �F $ STA; 7 88.80 76 22 SS LINE KELLY LANE STA: 0+00 SS LINE "F" i {� -_--- SS MIt B1' -T- RIM.'303.58 I I _ 48. 2 LF I RIM: 3STA: 716.22 _. STA; 04,60.34 9.0 HT HATHAWAY T R IE 1I� 8" E 292.091____- _ ___ - ... __.._-.________. _-__ .__.____----�' ' �_ -_ _ 8"'PVC IE IN NE): 318.20 CL STA. 0-68.53 SS LINE B" I IE IN�B" S�: 293.99 -_ % o� _ - IE IN�8 S): 320.00 - - 31 0 n 310 _....__ " _-.�.__ -I ----___ - -__�- �. -I �i RIM 304, 80' IE OUT(8" N): 291.99 -= - ' j SS MH B6 _ _ IE OUT(,8" w): 318.00 i ry Q IE IN(8" S): 289.71 - "o -_ - - _ STA: 622.24 2.0 RT KELLY LANE IE OUT(8" NI 2Ld.51 - - _ - 0 p410 STA: 6+:35.7'7 SS LINE "B" v ' RIM: '?4.53 U U 00 LF E IE IN(8 E): 30288 N n O 04 300 WATER --- _ s SS MH B5 IE OUT($" Nw): .309.68 I V o - . a _ --1---_. --__-- - P _ .. _ --� i - 1 1- F- - ------SS- H -84-------�------------ .�_- i STA: 5+80.9ti. ?7.14 RST HATHAWAY LER---- STA: 3+62.19 9.0 R HATHAWAY TER STA: 5+87,35 SS LINE "B" F- _ `''0'p� SS MH 83 j STA: 3+62.35 SS LINE "B" RIM: 20.25 W ✓ + ^-- -r RIM- 309.20 1 IE IN 8" SE): 309.43! SQ �' -- STA: 2+60.4.0 RT HATHI�NAY TER � �1 r _ STA: '[+61.77 SS LINE "B" IE 18 S 301.08 IE 0 T(8" N): 309.2) p RIM: 306.63 I � LaJ I IE 18 E : 300.00 , 0 q F 8 PV IE O T 8' 3N : 299.80 " IE IN(8" S): 298.09 ( ) =OA100 lE_OUI - - - - W- - -- 290 Lu a p vt 290 ® - -- (8"_ ):_297.89--_ CONNEfT TSS MH�A" i I LAI = CL 51 A: 15+50.87 9A F2T 12.4 VE I � IF IN(8- SE): 288.74 Q - Lj I v w 280 - ---- --- - - 280 I q cv m = I ^� Z I A UO 5+0 6+00 m s C2 m SANITARY LINE "B" PROFILE x Ln - SW HATHAWAY TERRACE & SW KELLY LANE IA121ve 031 � J I'I.h1Z002-00310 a EL SCALE: HORIZONTAL 1"-50' 1`�"� 20 . r1 �;•.,,' VERTICAL 1"=10' U ' 4,F f-T P ERA41 T� SET 07/df5/2002 C202 3 !4,4,11 ilii ITU IIII ii! illi I{4,{ Ilil Ilii Ilii IIII IIII IIII Ilfl Illi Illi i1N11111 Ilii ITU Iltl IIII I1I1 IIII IIII III{21111 I1.:;�. .�.. "� �31j" "' `" 4'+ '�`" " LE+>31811.ITY STRIP C'r (' I i ( Ido 1I1 1�1a ( Ih Ila TIM"*�1►lINiI�II�ulll7lt�ll�ilel►ILIIIeII�I 2�n�n2l'lllln2l?n�1I2�3 a�a 518 �7 1 n 28 255 3(: UI Q fl H0 al��oz �i� ' �, �a��+�i�J.� �� .�.�� '' l► a.lwul�J���l��t.l�t�Oz �„r,�,,,,,,�.,�,,,,,.,i,.e.�.,..,.,....��.. ,.,,...�._ r .- -. ..... .'. ,. ., ,. MIfA,'' iM+wfAiiY:M' •a>h •+sHlkMtAKti.. •IiIkSI�AIv (jjtr.::,. ....._ _,.. .. .. _ 00, 1z l� v J60 J60 m J50 ---__ ___ _� A __ - .. _.._.____ •------------- --__.__._--- __..._._---- -------- -- __ __.�_-.�__._._._ 350 ... . . . . .. a I cn t I �o N N J40 340100 ATI ER 1GRADE j EXISTING GROUND _ _____- AT CL RfW_ _ --- --._.- - -_------- ^�- - 8 DIR.WA ER -- - _ -� - - J30 _,-.__ _ ___ __ -_- -- _ __ " -- - - -- - _.-__ --- 30 .- - 3 44 0. F SS MHj A6 �5�0.04g8---- TA: 2 9.0'RT 1?4 H A • +00.6 STA: 7+51.74 �S LINE "A" - ;j Y .- 5= ,0116 I RIM: 336.96 - - - ---- -- + IE OUT(8" N):_ 27.96 JZO --__ ___.__ -----_._.____- - _.______ .__._ --- .- -�_.--�� --_. - 71 SS MH A5 .._ . ---- --- - - --- ._. . .. _..._ SSM A5 ._ - _ 320 Z B" PVC ® STA: 21• 7+-A5-- 6 9.0 RT SW 1 4TH AVE STA. 2+27.34 9.0 RT, SW 124TH AVE STA: 6+28.38 SS LINE "A" STA- 9+28.38 SS LINA "A" w RIM: 332.71 - - - .. __. ___._.RIM> 3113.20- - rr IE IN(8" S): 323.51 IE IN($' S): 324.30 O �5 IE OUT(8" N : 323.31 IE OU (8" N): 324.10 -----____._ -�-- 10 N NOTE: CON ECT TO OU IL HOLLOW _ i $ SS MH A4 --- - �j 1 C) SUBONISIO SS LINE $ECO# E-1 $ �` -_ STA: 1a+26.11 9.0RT SW 124TH AVE QLSTA: 2+31 0 SS LINE 'I- --____ ____-_.. .._-- - !-.__-- _i ___-- _ STA:--21 75.82_-SS-LINE-A."__ -- _-_.__ _�_ _.� STA: 15+4 .96 4.2RT SW 124TH AVE �� I RIM: 325.39 A IE IN@" S): 313.74 IE IN(8" S)' 286.57 �- �p� y�0 i IE our 8" N): 313.54 REMC,Y60EXisTIN0 CLLF- Ot,�T -. -. y F __- OQ_; CJ 1. - _ _--._.__�__ --_-�__.-__.___-_ ___- - --- _________... _-___. ___ ___ - __ _ ___-•- --- ----._ ,300 J SS MH A3 STA: 17+40.74 9.Q Rl• SW 124TH kkVE ',A"- RIM: -- -- - _ - - - - - -------- -_ ---- -�._- r i09 _...__ -STA: 1+86.81 SS ILINE A~ 5D 1 RIM: 316.79 20.31 F 8" PVC __ IE I IN(8" S): 304A3 d S 0.0601 ._..-'" -- - V / / ® S-0.0682 - SS MH A2 i OUT(8" N): 30 .5a 29O - 80.6 -8�C - -- IE __�_ _-_-- 1 290 Z STA: 16+50.87 9.0 RT SW 1- 24 H AVE ` STA: 0+97.09 S LINE A" _ __ __ -____ -__ - . �f'� � ---t RIM: 304.98 � - - W r r IE IN 8" S 20.54 I ` _ IE IN(8 8" S�•)• $8.74 1` 280 - IE I UT(8'_N): 88.54 - 1-- 280 � ��. LU SS MN Al I �-.. I _ i - i -- - ------ -- ' 1 I r^ STA: 15. 70.27 4.2 RTS 124TH AVE "�+ �+J Ln STA:-O+;0.30 IM: 09 09 0_SS_ LINE " _ - --- __-- - - _ - - --- --__ _ -_ DO CL - _� IE IN(8" S): 287.99 '' tt ,, --- IE OUT(8 N): 28J.79 II O W � N cc 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SANITARY LINE "A" PROFILE Q' SW 124TH AVENUE w ;GALE: HORIZONTAL 1°=50• - ,33U VERTICAL 1"=10' z -- - - - _ __ __ -- - 350 I Cn I � FINISHED GRAD EXISTINGGROUND AT CL R/W AT CL /W _1 340 - _- - - - - - --- -- -- j -- - ----- r - -- - 340 � U - 1 l,'1 330 41� -``- ----�-� _ ---- - - n� - -- _._. ----- •-- -____--_--_. 330 - w tO 04 c) 320 ---- - -- - - - - --.. - - - ----- -- -_.. - - - -_ __ - -- ----- ---- -- -- - - 20 ;o r_ �.: 3 a a . i 53� , � SS H F 2 I -�- ® x,0,0 STA: '+83.80 7.0'R HATHAWAY TER' I C SS MH 67STA: 1+89.05 i STA: 0+00 SS SSLINE F"..8.._ t / ,i X53 03 VY a' PV J STA; 788.80 SS LINE KELLY LANE _SS MH B1 RIM:I 303.58 �� :. .�. 48. 2 LF RIM: 356.22 310 -- - --- -- _.____ _ __ STA: 0+60. 4 9.O RT HATHA AY TER IE IP 8" E : 292.09 _ - - -- - 8. 1 PVC IE IN 4 NE): 318.20 __-_- _ -- -_-____ ____.__-- _! --- - --- ---- _ I--- - _ ci " 1E I �8( 5�:;293.99 --- --- - - '"° "` �,- IE IN Sl: 320.00 - - 310 STA: 0+68. 3 S5 LINE B" ; # RIM 302 8 IF 0 T B" N 291,9 SS MH i B6 IE OUTT(B" W): 318,00 I N 'T STA. 6+�2.24 2.0 RT 1 F LLY LANE O IF IN(8" S): 289.71 1 -�' O 4 ® g 0.0 STA: 6+35.. 7 SS LINE B" N IF Ol1T(8" ): 289.51 _ - 410 - pVC% RIM: 324.53 I U tJ w - I - - _ J-1~ 5 00 �F a SS MIi BS IE IN 8( E): 309.88 0O O ^ _ _-...� $ Ip - 22 i�- IE OUT NW 309.E8 1 O _ ) __ - - -- ---;, - I i F 1'V _---SS^I H 8;------._._..._. _ -- - - -- - -- - -- - STA: 5+80.95. 17.14 RT HATHAWAY ER - -- -- -__.- ------ - -__-___ . a._.------ 300 300 WA rE R STA362----19 9 R HATHAWAY TER STA: +87.35 SS LINE "B" SS MH B3' STA: 3+62.35 SS LINE B RIM: 2Q.25 I j m SO �_ _ 1___ _�_-.°- -- I r " RIM: 309.0 E IN B( SE)) 309.43] U-1 STA: 2+6q.g1 7.0 R, HATHA, Al Y TER 1 3 ' I IE I B" S : 301.08 IF Ol T 8" N 309.2 p -------` --_"_�. I STA: 2+61.X7 SS LINE B" I , I � = RIM: 306.63 IE IN�8 E�: 300.00 �.__ {�V IE 0 i B 'J 299.8b I � �•� O 7806 F 080100 1 1r 7 F IE IN(8" S): 298.09 ( ) I <J ►- 290 - E-OUT(8"_ ):_297.89. l - - - - I - - I _ W __ _..__-- -�_ --- - ---- ____ 290 w CL o v1 W z a NN 'T IQ 9.0' T 12 I V) t.) *T. CL (Y � A: 16+5087 9.0'RT 124tH VE IE IN(B" SE): X88.74 j W I W U 280 I - ---- ---- -- - - -- -- - - - - -- - a- }- -__ - _ - - _ W -- --..___.__ .__ _..._. 280 rn I I =li (n , - [.�j +00 -A +00 7+00 8+00 >!r » � o n, SANITARY LINE B PROFILE o Q cn � SW HATHAWAY TERRACE & SW KELLY LANE LI sl M200E 031 rr.Mzoo2-ouz�u ._._ O SCALE: HORIZONTAL 1"=50' r9<�r `0 4 VERTICAL 1"=10' r r . PERMIT SET 07/25-/2002 C1202 p 1 2 3 1 ,- ;+fs K r�. ,� ,.,v u=`. w *r e�;in ,p,w�.E!':ya1,�, .:A,:a,Ti,,t'A}s•....„ NOMWVA .:.... ,, _.._..___ .. ._...n._....:a,t,_::.a.,.,..A•.,,..+; c.o_....__ -...uo_na•e..r.,:..)ar•CYrc...d.K 1,11 . ,�„,,. rcr W:�sF+.�%"Rfi:.....�•d ;,:. 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O ro u ••• ••• • • •• •• y yo 36 n -- -_ -- - - - 360 - ----- ----- _ - -- -- - -- --- -- - -- - - - - - -- - --__ ; v { 3 0 o C .350 u v, QJ � N I 350 - -- - -- _.._ - --- 350 -- - ----- _ _- --_ -- - --- - - -- --- - - --__ __ -- - -- ---I 0 o % Q0 fx 3 �» - _ -- _.-.-- ------ 340 _ - - 40 40 _ _ _ --_ -_------ - 340 FINISHEDGRADE AT CL R/W -Ef(+STI G-GRAk1ND----- ---------- 330 -- -- ------------•... -..-------- --- ---____._-- ---- __- __.__..; _ � � - __ __. _- - ._.8".. U`` 3 3�) FIN SHED GRADE - AT CL R/W E ISTING GROUND - i - -AT CL R/W - / AlCL R/W i ati' SSM D3 ---- - - -- - 1 330 -- �` --- -- - - _ _------ - :i ' , __._ _. 1..--- -Mt p„ --{-- c� 1-STA: q5+78.29, 6.0 RT 122ND TER O _ -- -- _ ' r J _ _ r +52.82 SS LINE "D"' -- _ - --- 14 SD� SD ® RIM: 37.70 I W _ IE I14(4: SE): 328.91 � - IE N(4 91 320 - --�_ - _ j �__... _. . - -- -- --"�-� I`8,. we s=4.o2a, ------ ss D2 IE 0 T(BS)NE): 28 1 - -1320 t,- WATER NOTE: CONNED TO QUAIL HOLLOW - - 210.60 LF all STA: 115+31.72 4.97, RT 122ND TERR SUED ISION S LINE 'C" EX_' r -- 320 _-__ �0 -�- - - p�P WAS R - - - - -- - - - --- --- ------- - STA:1 2+10.60 SS LI E "D" 0 30 _ -� - - r -- -- _. -- ------- -- -- --- P - I - RIM: 336.21 A: 3+2,7.38 11.0'LT HANCOCK ST I N 8 8SW (l I Q �� _ A 4 F " pv STA: 3+36.38 SS LINE "C"- ( ( ) IE I " N 322.00 - --- -- --- -- �/- - - _ _ ---- 31'� - - - ----- -- -__-...---....- --- -- -_ -._.STA:..O+DO SS LINE "D»-I - -- -_ _ ---- ------ - -----_- - -------- -- -------1 310 I = SS MH C3 _ SS MH E RIM: 326{15 i I J 0STA: 12+17 36 9.0 LT 122ND AVE IE I4(8" f;): 316.69 J : 3+27.38 11.01T HANCOCK ST STA: 2+24.44 SS LINE "E STA F s; - °s` __ .-__-_STA_ 0+36-38_SS_LIN .".Q"�--- 310 -- r = -- ---- RIM: 323. 1 -- ------- IE OUT(8 W): 316.49 I 310 --_. - _ ` c, ------ +00 SS LINE "f�" - '" S5 MH E 1 - 1 1E 1N(4" S ) 316.43 ----- ..- - --- - - ---_ W CD r3a'! RIM: 326.15 IE IN( S): 316.69 -' � " STA: 9+93..30 5.76' RT 122ND AVE IE OUT(8" E): 316.23 S"OiP ii W TER S - ----- 1 __. - STA: 316. SS LINE E- ---- ... - _ �- r.. -� 03 I_. -.__ IEOU (87-W):--315.49 _� 300 RIM: B" S): 1 _. I_ Q -- -_ If IN(8 S).__30600 -- -___ _ -._. -___- _. -- -- --- -._.- fff _._._.- _--- ----- 300 �+•. cY I OUT(B" N): 305.80 { - d3 0 _._ �_ _- --- -- ----_._.__---- -._ -- 300 _____ -_. I---- - -------- -_______. - _------ --- - •,__._____..----' -- - --- -- ------- -- Z CONNECT TO S MH# B4 �� �� �� ff I STA: 3+62.19 .0 RT HATHAW.AI 1 ER SANI TA R 1r LINE E SANITARY LINEID ___STA_0+00 SS ;LINE „C.." " - 4 _ _ - --- ----- - - _ _-.. -- - -- --- - - - - _ � -..jI STA: 3+62.42 ,5 LINE © 9400 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 i IE IN(B" E_): 30D.00 ago- ff ff ` - - - 29° SANITARY LINES E & ff Dff PROFILE w � -- 0+00 1+00 2+00 - 3+00 - 4+00 - - - 5+00 _ SW 122ND AVENUE & SW '122ND TERRACE J t SCALE: HORIZONTAL I"=50' a SANITARY LINE C PROFILE VERTICAL 1"=10' W co SW HANCOCK STREET ?; C ` Lu SCALE: HORIZONTAL 1"=50' �+ Q VERIICAL i"=10' LLJ N s N W 330 - 330 Z W Z S - ---- Ir Z Z W V) N m N' - --- - -- ----^_. 350 - __ - - _ ---o z.-- 350 320 320 EXISTING,GROUND 00 FINISHED GRRADE AT CL PIPE I N m Q AT CL R/W FINISHED GRAD - EXISTING GROUNDAT CL PIPE m ATCLR/W r71 Q ,I 340 ---- NI -_---_ -_ -----1------- ----- 3ao w 310 - -- - --- -- -- 310 ss MH B7 - i ,p9 STA: 7+76.06 122.58 KELLY LANE STA:- 9+20.38-SS-LINE - RIM: 348.14 - .---•-- - 118 �G� IE OUT(t3" N): 339.64 ~ -� - 0 i �I -" 0 INSTALL AMPERPROOF LD _ 330 c /I/0 33 t 2"s 300 - - ----8»�iP w TER---- -- - -- -- 300 q 5� -- 136.86 LF 8111"P C,11 0 fl --- I �,.� y � 4 V w SS MH I F1 -- _---__ _ -__ -_ et0 a _ 320 fj p w 290 i' + - --- ---- STA: 1+83.80 7.0'RT-H THAWAY CT: 290 ---- - 320 \ SS MH 82 STA: 1436.86 SS LINE "F" STA: 1+83.80 7.q'RT HATHAWAY ER R;M: 303.83 STA: 14 8 9.05 SS LINE "B"= IE IN 4 NE): 293.66 _ S MH 1 B7 --- - ------- IE-IN 4 E : 293.66- - --- - -SrAc-0+00 SS LINE "F" --- -- - � ------ S 7+ 6.22 9.0 RT KELLY LANE RIM: 303.58 IE IN 4 S E: 293.66 S 7+ 8.80 SS LINE B" IE IN 8" El: 292.69 IE OUT(B" SW): 293.40 RI 3322 n• IN�8" S : 293.99 I 310 IE IN 4" NE).-318.20 _-_-_ --___ -_-_ 310 try 280 - I Oul(8" N)- 2911.99 - -- -- - -- - - - _...-- ------_._-- 280 - IE I IN8 IN): 320.00 p IE OUT(8" W): 318.00 0+00 ---- 1+00 - -_ . 2+00-------- 6+00 7+- 00 8+00 0 SANITARY LINE 'F' PROFILE 3 SW HATHAWAY COURT SANITARY LINE 'B' PROFILE Q Z SCALE- HORIZONTAL 1"=50' SCALE: HORIZONTAL 1"=50' 41 a rr ti a VERTICAL 1"=10' VERTICAL 1"=10' 0' }? c. �C 4 to u� cJ ooi Or Q O LLJ m p R1 1� �_j z 121 st Ave. 13/45 I J C Ir_ PI,x12002-00310 L I 20 of'20 SHEE T 4� PERMIT SET 07/25/2002 0203 - I j I 4 .r.,e',r,•yko,e7i.r,.. ;r : u w;«,v>r J:utq v,a.c;:A1gM�AuIA{JMMMrt'wnr•.,, _ „_ . :.:.a,.-y{''�M'!pqw... ; - _.._......_.-....--..,..._ ...._. ^nw•w�u.- c . ill ral �III1 fil LEGIBILITY STRIP l IIII(I'll�I Ilil IIII uI0 Iwtfwl oIuIaUw.i.t,xII .1,r1•1gI1 rIZMIMIRIsII1I I I1ill I IjIII IIIIIIII.I wI.I"IuI:IaIi/IdIkI tI,II:I r.I yIPIIliI1rtf8inI.:1gw111 A 1e1%I bIL42Ir•I HI0 hI:I'tl2IIa I 1MI21"1:I 2t1.a1III2II,3:l.lli 2I 4 I cmo I i 2A 27 29 29 30 MONITIJ I IOt a1 Ir +�t� T, 'I I Ll�.11• t�1. 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