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HomeMy WebLinkAbout05D1751SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. 0 I N Z 0 Q M 0 co I N 0 X L U Q 0 I I U n N C6 a N 0 0 N Qz 0 N Q) a Q) U) c 0 c 0 7) _O !Z 3 3 I 0 A r� O° f S 88'53 10 E 948.09'0. / .01 r / / y i Z Z Z M M 2 00 U U U m GO m a Q a 000 VICINITY MAP , NTS 3www 1 ✓ l o 0 0 �)/ �Lpo } 5 STA. 6+84.91 9.31', LT. INSTALL: ! STA.+49.1 5 9 12:,7 RT. \ \ F 3 3 INSTALL: 8„-45') BEND (FLXMJ) 8 � 1 DOUBLE WATER SERVICE, IYP. % PER AUBURN STD/DETAIL WASM-3 CONC. BLOCKING l - (E ��) END \ \ CON BLOCKING \ 0 0 0 1 7+34.7 j 7,-_ �'>> I o tJ (TR. SAC J r- (AD ` S 89'00'31" 116.23 1 _ cV S A. 7+08.9, 40.00' / . D. i. P. C L 5 •, `�� ..> >� ��� � N I1 +5 1 /4" M.V.O. HYDRANT ASSY. .��._. \ f / ./ �\ I 8"X6" TEE (MJXFL) r 1 1 6" RW GATE VALCI C�NC. BLOCKING 6+18.51/ PT 55'+' D.I.P. CL. 52 0 20 40 80 vmmm Lo � � ��� � i C�i � ,. STA 4+170 23.5 , ,/ OWNER \ STA 7+26.37 45.27' LT �„ "�i 1- 5A1/4" M.V.B. HYDRANT ASSY. SCALE 1=40' • ( RIVER RIM L.L.C. INSTALL: "` v 8"X6" 1'EE (MJXFL) 25022 104TH AVE. SE #B \\ BEND (MJXFL) 5' 2 \ 1-6" IOW GATE VALVE KENT, WA. 98031 TRACT ��� \ ' 1-8 GATE VALVE (MJXFL) 5+00.70 CONC. !BLOCKING \ CONTACT: MIKE DUNNE CONC,, B OCKING 5' (MIN.) PC" I PHONE: (253) 852-6400 U 3 _ ENGINEER f - 3 / r - - - BASELINE ENGINEERING, INC. 208'-8" D.I.P. CL. 52 �-------1910 - 64TH AVENUE WEST TACOMA, WA. 98466 LEGAL DESCRIPTION �, �/ ` p / ' (253) 565-4491 `' i "' � � � � ` � I i i CONTACT: TERRELL C. FERGUSON PARCEL 'A': ! , ` - i r 3+99.50 I \ \. I ------ PT ) �-----------------r --J I -- - ;--- 1 `� THE NORTH 1/2 OF GOVERNMENT LOT 3 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. �.. -- -- ,. • ...:.::.; •,.....�....... .. i 1 1 STA. 0+92 13'LT.t BASIS F BEARING ;.._,,..,,. , ..., ... t. 15' WATER EASEMENT , \ { 1 ` O EXCEPT THE EAST 300 FEET THEREOF; ' A _ == I I REMOVE BLIND FLANGE F OM STA. 3+.13.83 6.78' LT. \� `�INSTALL• 1 NXITANG TEE THE PLAT OF EAST HILL VISTA PARCEL B . �� I ,� ��� -_II I ,/�,,.��� 8 -45' BEND (FLxMJ) I j �: S LL HOLDING THE NORTH LINE OF THE NE 1/4 CONC. BLOCKING I, 8"X6" REDUCEf� (F'LXFL) BEARING N 88'53 13 W THE WEST 135 FEEET OF THE EAST 300 FEET OF THE NORTH HALF OF GOVERNMENT LOT 3 IN 1-8" GATE VA VE j (MJXFL) 2+31 SECTION 5, TOWNSHIP 21 NORTH RANGE 5 EAST W.M. I I I I I \ \ �� �, , �III� ��,� �� lll��� STA.48 J 1 . 3+95.21 �3 LT. ,�l'.� / � \ ' , INSTALL: PT 1 +00.00_� / VERTICAL DATUM (NGVD 29) 8"-22 1/2' BEND (FL'x'W I C'L 1` >k j r' ---�� ",...I ___ -� _ )1 CONC. BLOCKING II 1111 CITY OF AUBURN BM #32-N RR SPIKE IN PP A " 304TH & 116TH AVE. SE 955.16 ! - =___ ____-- � ;I �� / _ �- NE CORNER SE ------ _. 7 --. -_ -- 1 s'0'�3 44r - 1 + POLE #312331 w. - 61 77' S 88'59' 14" -- ELEV. = 435.32 E _ C3 ,- S 88'59' i 4„ E 8" D.I. CAP & PLUG �, '. 2 5'; q' D '120,67' - r W/CONC. BLOCKING & 2' TEMP. BLOWOFF _� - - ------------- BENCHMARK PER CITY OF AUBURN - - _ STD. DETAIL WABO-2 2PC 93'25 < % I �- ` CHRISTOPHER: FND BRASS DISK IN BOULDER f6 ABOVE GROUND IN BACK OF HOUSE 2+20.67 ,o #10611 SE 291st ST NORTHEAST OF POINT GENERAL CONSTRUCTION NOTES CONSTRUCTION SEQUENCE i Pc µ, , ; SE XJY By ar, ON BLUFF. DISK MARKED U.S. COAST � GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION = 394.90 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS 1. PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN & LAND USE INSPECTION SERVICE EXISTING PAVEMENT AS AND SPECIFICATIONS. INSPECTOR AT 2 966 0 6 42 PRIOR T WATER P. SANA S R IT RY EWE CO 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS, 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. " TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S OPERATIONS OR NEGILIGENCE CONNECTED WITH THEM. NSTRUCTION - . 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. INSTALL STORM DRAIN TO BE UTILIZED FOR TEMPORARY SEDIMENT POND. 8. CONSTRUCT SEDIMENT PONDS AND TRAP. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY TESC MINIMUM REQUIREMENTS. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15, SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP REMOVED IF APPROPRIATE. O SE 281st ST W Q W L N c !n a 0 5 m SE 284th ST z SE 286th ST SITE SE 287th ST z m SE 290th ST SE 289th ST ct SE 291st ST y W cn SE 290th PL y � SE 291st SE 292nd ST W 4 t n o SE 293rd ST Q L SE 294th ST W SF AUBURN ?9st REGIONAL __ GOLF SE 297th ST COURSE KLWUIYttU rUK IUUNNt.U11UN. I REPLACE PAVE ENT PER KING COUNTY 90AD STANDARDS I YZR H. OF WA, RIV 947 ti IST IONALG SAS -BUILT" NOTE: EXPIRES 6/22/05 "AS -BUILT" IS BASED ON ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMA 77ON SUPPLIED BY CONTRACTOR. CURVE TABLE CURVE LENGTH RADIUS C 1 117.81 75.00 C2 106.25 75.00 C3 10.81 75.00 Record Drawing Certification These drawings conform to the Contractor's construction records. By: /n &64.0e, Date: /1W16 Title/position: Confirmed by City: Date: PROJECT REF: FAC 0001 -99 These plans are approved for conformance with the City of Auburn s Engineering Division requirements. CP 01-02 q- Approved By: I�J��/YVvl�t_] IS j6& Date Approved: g4~. INC ► - w � _�• a Ati � C. r� 48 V) Z 0 0 Z 2 Q Q IL a Q D 0 0 J z I_ CO UU.io J Q 0 Q U 3 LO 00 N W w N CL 0 w W w Z 0 Z L rn - 0Lr) I c 00 Z to W • 3 • c Z 0 Ln No °' c 0 o Z W �C' 00 w • PFfl U O y W oc ) � m Q PFfl � (� �d _ u co I ., CL to c 0 00 � M 0 v CL 00 o Ld � 3 W a w U w LLA -Wi W O O 2 Q U 0 U tN SHEET 1 OF JOB N0. -, 96-130 °3f 09 D 1751 r v x v �I V b O �I ,O Q) .0 Q) a v n c 0 C- 0 v LVLNIL ^J DFTVTT11 RIM=40420-.4/,W IF-3W-M (IN Si 3*2 . A-5 �..►ff.It. .L��� l�J 51A. 5+1 Z.ZZ, 4 K I. RIM=+14.99 4;;S-gt IE=*6,4IN E) 4 1&%•d3 IE=4Ab3� OUT N) 46S• II S*f7J_6?U1L r NOTE. E (EXPIRES 6/22/05 "AS —BUILT" IS BASED ON ACTUAL F7ELD SURWY BY TOUMA ENGINEERS AND INFORMA 77ON SUPPLIED BY CON 7RACTOR. - 65.0' r-----� I i I i 1 L----- i I � 1 I I L------------------J- J CURVE TABLE CURVE LENGTH RADIUS C 1 117.81 75.00 C2 106.25 75.00 C3 10.81 75.00 Z Z Z o Ln 0 o a C R m a a 0 0 0 U U U s t� a a 0- N V) N af of of • 0�MAQ0,000W, A A . BASIS OF BEARING �I \ \ O -4 Z I THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1 /4 BEARING N 88.53'13" W VERTICAL DATUM (NGVD 29) CITY OF AUBURN BM #32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV. = 435.32 BENCHMARK CHRISTOPHER: FND BRASS DISK IN BOULDER t6" ABOVE GROUND IN BACK OF HOUSE #10611 SE 291st ST NORTHEAST OF POINT ON BLUFF. DISK MARKED U.S. COAST GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION = 394.90 Record Drawing Certification These drawings conform to the Contractor's construction records. Title/position: 4F ,!gri/- Confirmed by City: PROJECT REF: FAC 0001-99 Date: a Date: These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Gp q-f1-o7. Approved By: QAn� - TrI4 Date Approved: �� OR w Gl `P Vol W V W J t o -4 �a+ Q ;,, ► I 04 I N W � a 69 W (V a- 0 w W 0 OC w Z 3 O U Z �o L0 c I � M Z N � LLJ ' 3 LLJ Z ; In 0 Ur Z N I Oi b p- L,J N W 0 nnn uuu ' 0 O � � r� a II IJ I_I II c to to CL C r 00 N 9 I A r C W W z _ N a W W r -j SHEET 2 OF 6 JOB NO. 96-130 SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. P 14� N ZD O i I DO FOR SANITARY SEWER & SERVICE LINES MORE THAN 15' DEEP, PIPE MATERIAL SHALL BE PVC (SDR 21) WITH COR-N-SEAL BOOTS AT MANHOLE CONNECTION, TRENCH BEDDING TO BE CRUSHED ROCK 6" UNDER AND OVER THE PIPE THE FULL WIDTH OF THE TRENCH. CITY INSPECTOR SHALL OBSERVE INSTALLATION. ALL MANHOLES SHALL BE 48" DIAMETER, TYPE I. 434 430 426 Wki 0 z ZZ z www > :2 M M w O00 000 � = � CDD OMM Q Q Q 000 U U U a- n a- Cn O O W W W V) N N VERTICAL DATUM (NGVD 29) CITY OF AUBURN BM #32—N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV. = 435.32 BENCHMARK CHRISTOPHER: FND BRASS DISK IN BOULDER 418 t6" ABOVE GROUND IN BACK OF HOUSE #10611 SE 291st ST NORTHEAST OF POINT ON BLUFF. DISK MARKED U.S. COAST GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION = 394.90 414 aft e: 402 398 394 Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position: E7rC'//iP�'f Confirmed by City: Date: PROJECT REF: FA0 0001 —99 These Plans are approved for conformance with the City of Auburn s Engineering Division requirements. GP °1-9-o7 Approved By: Date Approved: I &I © Z 14 a 1115 $,� lT a d �7� O �~ fs8 _ W a W Z -1 w 0 — a I= Z Q Cl) Q 3i a: W a Z a oc w C CC D 0 U z w () J Z W Cf) r UW,o _IQp aL � �� W NZ 0 � w 04 a- 0 w w Qf w Z O Z L0 rn L0 a (D z L N N Q Q_ LIJ X a 3 L�J ; _�' E o w co W • n CD • NO � N N ojd Q E 'C s I � L c� Ln a m rLO J 00 ® I � V) z 0 0 w w Y z z N a W 0 U O V SHEET 3 6 OF JOB NO. 96-130 i 8 � 1751 SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. Cn 0 I N Z 0 Cn Q 0 0 I N X U O c O I I Cn 0 N 00 0 N O O N cn 0 a s= 0 0 a 0 n I 0 r� IT S 88'53' 10" E / e 948.09' / s / / / / / / / C / 1 I f 1 I 1 I l` TRACT ' B' 1 955.16' S 88'59' 14" E / 0 STREET LIGHT PLAN GENERAL NOTES 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR G.E. OR APPROVED EQUAL. ARTERIAL AND RESIDENTIAL STREET LIGHTING STANDARDS SHALL BE TAPERED ROUND ALUMINUM WITH DAVIT BRACKET ARM WITH 5'-9" RADIUS. 2. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO CITY STANDARD DETAILS AND SPECIFICATIONS. LIGHTING SHALL BE PER CITY OF AUBURN STANDARDS FOR RESIDENTIAL LOCAL ROAD. ONSITE: LIGHT WATTAGE = 100 AVERAGE MAINTAINED FOOTCANDLE = 0.4 REQUIRED UNIFORMITY RATIO = 6 TO 1 LUMINAIRE MOUNTING HEIGHT = 30 FEET LIGHTING DISTRIBUTION PATTERN = M-C-III+ MAXIMUM SPACING = 180 FEET STAGGERED SPACING USED INTERSECTION: LIGHT WATTAGE = 150 LUMINARE MOUNTING HEIGHT = 35 FEET LIGHTING DISTRIBUTION PATTERN = M-C-III+ USE CITY OF AUBURN SPECIFICATIONS AND CITY OF AUBURN STANDARD DETAILS TRSL-2, TRSL-3, TRSL-4 AND TRSL-5 & TRSL-1, IF APPLICABLE. 3. STREET LIGHTING CONDUIT SHALL BE 2" DIA. (SCHEDULE 40 PVC UNDER SIDEWALKS AND HOT DIPPED GALVANIZED STEEL CONDUIT UNDER ROADWAYS). 4. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF CONDUIT WITH PUGET SOUND ENERGY PRIOR TO INSTALLATION. 5. CHANNELIZATION SHALL BE PROVIDED AS REQUIRED BY CITY OF AUBURN STANDARDS. 6. SIGNING SHALL BE PROVIDED AS REQUIRED BY CITY OF AUBURN STANDARDS. 165.00' - I s c k x �Ix t IzW 1 ° I 6m° 4 l \ r; STA. 6+45 \\ - PROVIDE: iD 1-STD. I UMINATION POLE 2 ' 1-JUNCT N BOX 141T. bv M }yyh t d C /i Yy 3 U-) CN �dZOO N r �7Yr'"`h� 3 sir r+� ,�, 1 6+ 18.51 4PT rM SE 290t/i A C/ fs � PROVIDE LUMINAIRE POLE � PER AUBURN STD. DETAIL TRSL-2 (TYP.) m. a Epp 2 r 5+00.70 ., x Q 3 PCB „dy r-----� M, L------ dR ep^R�„ x � STA. 4+60 4 t l PROVIDE: L-----------r--' -.- --- 1-STD. ILLUMINATION POLE 201T. $5 O ; 1-JUNCTION BOX 141T. x 112 STA. 2+83 PROVIDE: I' ________----_' I `° "�^ 1-STD. ILLUMINATION & POLE 20'RT. 1,1fI- __ `1 1Ir �"``` 3+99.50 1-JUNCTION BOX 14'RT. STA. 1 E. I'll[ 1111 I1, �.♦\\\\� n+ '�, E PROVIDE: \\\ 1V 1 PT r*tn+ �.5 �1��„1INTERSECTION ILLUMINATION &POLE I l p l 111 r, I I I I I 1-JUNCTION BOX (LOCATED IN SIDEWALK) 2+31.48 11 ���° PT 1 +00.OD CMT . - - ✓✓ SCHEDULE 40 PVC Il ►1 \���� _ 11 1 CONDUIT 1 1/2' MIN. (TYP.)N ra�ur i ..::.. _ NOTES 1. PSE WILL REQUIRE METERING OF ILLUMINATION SYSTEMS STARTING JUNE 1, 1999. THIS REQUIREMENT WILL NECESSITATE A NEW SERVICE CABINET DETAIL WITH METER AND SPECIFICATIONS TO BE SUBMITTED BY THE ENGINEER FOR APPROVAL. 2. ENGINEER WILL DETERMINE HOW MANY STREET LIGHTS ARE CONNECTED TO A PARTICULAR CIRCUIT AND SPECIFY THE ADDITIONAL NUMBER OF LIGHTS THAT MAY BE ADDED TO THE CIRCUIT. 3. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE RIVER RIM HOME OWNERS ASSN. UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED INTO THE CITY OF AUBURN H. L Vd I tti ` 9470 l ' "�IaNAL $*AS-BUIL / " /YO7F. EXPIRES 6/22/05 "AS -BUILT" IS BASED ON ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMA77ON SUPPLIED BY CONTRACTOR. NOTE JUNCTION BOX & LUMINAIRE POLE TO BE LOCATED AT SAME STATION. SHOWN OFFSET IN DRAWING FOR CLARITY. 2%�I SIDEWALK LANDSCAPE STRIP 25' 14' 2+93.25 PC STA. 2+83 2+20.67 i PROVIDE: / PC 1-JUNCTION BOX 141T. PER AUBURN STD DETAIL TRSL-4 (TYP;) PROVIDE: ILLUMINATION SERVICE BOX PER AUBURN STD. DETAIL TRSL-3 Q 25' 1 In W Z 5.5, 0.5' w 055.5' z W U r- 22% 2 3" CLASS "B" AC PAVEMENT 1 6" COMPACTED CRUSHED SURFACING MATERIAL 1 12" COMPACTED GRAVEL BASE COURSE FOR INSTALLATION OF ROADWAY MATERIAL, SEE SPEARS ENGINEERING & TECHNICAL SERVICES REPORT. TYPICAL STRUT SECTION (SE 290TH ST. CT., 109TH AVE. CT. SE, SE 290TH ST.) NTS LANDSCAPE STRIP SIDEWALK 111�11�/_�11�/_111111�1 r =--------- -- I SE 290th St. II RELOCATE EXISTING I POWER VAULT I 1 I I I 1 1 l I I I CURVE TABLE CURVE LENGTH RADIUS C 1 117.81 75.00 C2 106.25 75.00 C3 10.81 75.00 Z W W O O 0 m m m Q Q � O O 0 U U U W W W J a- a- a_ o o Uj of BASIS OF BEARING THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1 /4 BEARING N 88'53'13" W VERTICAL DATUM (NGVD 29) CITY OF AUBURN BM #32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV. = 435.32 BENCHMARK CHRISTOPHER: FND BRASS DISK IN BOULDER t6" ABOVE GROUND IN BACK OF HOUSE #10611 SE 291st ST NORTHEAST OF POINT ON BLUFF. DISK MARKED U.S. COAST GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION = 394.90 Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: Title/position:.i'����� Confirmed by City: Date: PROJECT REF: FAC 0001-99 These Plans are approved for conformance with the City of Auburn s Engineering Division requirements. Cu' q_q_ o7 Approved By: _ ' S" Date Approved: 9!/ 1/,V 2 15 o 1 � ' 4_ St a `134 O o IV W Uj 0 TZ i CO I.L W III CO D 0 0 w J z F- I- CO U W 0 J Q (3) 0 a: O //CNI w L / 00 >I N04 W Q cs� Nw IL O W LJJ w z 0 U Z L (0 •� Nt a) 0 � LL L>L.I • W °' • c o .0 ° �z V N 0 �M c0i o Z w I 00 w • nnn 00 y 3 (D 1 N � 0 v N � > a • c (, t0 •a L � cp In o ,, .U.)N00 rn o 0 w z Z V) Q 0 w Y I+I H w Q 0 0 U O V SHEET 4 6 OF JOB NO. 96-130 051 15' / / / 1 _d*2% _____ _ N C Q) a) CD EDGE OF — PAVEMENT / . / . � \ r� � I-P /�D I � \ � )/ / I // I � � � � J4 / /i v / //� / 11 � � � � �� , � � � � � � I � � i / / / / � � � � � � � � � i � � � / 4il/[i7 RlM Tf19CT �i B" � 11 � , � , I I j i ON ,nir,�FACE � � z� W w g O m U Z fill n m m Q li O Go N — I 0 lz z x Z/ z z z 1--l"Z 1Z ,_� �_� ,_� ,,_� �_� ,Z x z �__ ______ � I /11 /� /` /IZ /Z /z �_____/ �O / / % i / / z / � 0 20 40 80 / . / /� /� /� /� / /01 /�,IW/15 /260 '110 ego Ixe / , , SCALE 1 40 /. O ,/ ,/ ,/� / � z. 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I I � I I � I I I I I Iv II EXISTING 12" CULVERT PIPE i INVERT ELEVAI BOG 0� EDGE OF PAVEMENT ° / T ° N6T38 321 ° 84 f / HUB „A„ ° IE-45, i 5 W/8'X12' i 1 3/4" REBAR (TYF 4'X4'X2' DEEP v RIP RAP PAD 0' D N a n o o' / DI '18" PVG O i o� D 0 Zz c; 0 z 0 LL 0 PLAN VIEW N 4' CONC. DIVIDER 0 0 N 540' GROUT PRE —CAST 54" CATCH BASIN' 100—YEAR FLOOD ELEVATION = EL. 52 BASED ON FEMA MAP 1254 (ZONE AH) G4��y ELEVATION OFCREEK=R52.5 O / / / / % / / l / / / I / l J �O 1� (O (0 00 � 9 „O �O h �O �, R g0 00 e FINISH GRADE D 1) SECTION VIEW iv ENERGY DISSIPATOR DETAIL / ANTI —SEEPAGE PROCTOR 90 COMPACTED COLLAR SOIL ENVELOPE i l I ' 4 i //. try (n I I O ti o� i DPIPE ARC DETAIL NTS 12"0 DRISCOPIPE 1000 SDR 26 LINE r-l"CH GRADE BACKFILL E SOIL :OPIPE NG DATION *IN SUITABLE SOILS, THE CONSTRUCTION OF A BEDDING AND/OR FOUNDATION MAY NOT BE REQUIRED. DRISCOPIPE TRENCH DETAIL NTS ED ARC DETAIL 48" MANHOLE i A ° d DED STl Y ° E D DRISCOPIPE 45' 45' / / / SLIP ON METALi FLANGE �i PLACE 1 C.Y. CONCRETE — BLOCKING AT DRISCOPIPE EXIT BETWEEN UNDISTURBED GROUND AND CATCH BASIN MAX. 18" 0vr-mr- nA%WrinKi ON ANCHOR KNOCKOUT F DRISCOPIPE NOT EXCEED 4 5" a MAX. 18" OVEREXCAVATION ON ANCHOR SIDE PLAN VIEW t 0 I,1 �—PROVIDE KNOCKOUT OPPOSITE DRISCOPIPE FOR PIPE INSTALLATION TE: NHOLE BASE SECTION SHALL PROVIDED WITH CLASS V INFORCEMENT AROUND KNOCKOUT. METAL FLAN( ASA FLANGE SECTION A -A ANCHOR CONNECTION DETAIL - SDMH *2 & ENERGY DISSIPATOR NTS 0 VERTICAL DATUM CITY OF AUBURN BM #32—N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV.=435.32 WALL DRISCO PIPE HDPE SPOOL OR METAL SPOOL GROOVED INTO WALL L STRUCTURE CONNEC NTS ® 6470 rsr "SjONAL � "AS—®VILr NOTE.. EXPIRES 6/22/06 "AS -BUILT" IS BASED ON ACTUAL FIELD SURREY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. C V) N ggww 0000 mmz� ado= U_ L� O o ai U U U U o- it wwww a_ a_ a_ a_ 000 �15ow www 1 D)ND)N H�j � i �j �j x 61 1 , m O N O 0 �� o 1 rn •- ao co o d 1�) N — z Record Drawing Certification These drawings conform to the Contractor's construction records. By: Date: /� b Title/position: /rlffsr Confirmed by City: Date: PROJECT REF: FAC 0001 —99 These Plans are approved for conformance with the City of Auburn s Engineering Division requirements. ap °I -al -o2 Approved By: Qzat_l --. Date Approved: i/ Q!/ 2. 0 �15 V- n O Z r� W j W Z 0 � z F w a � 0 Z Q q� J 0— CL 0 Cn cc 0 z 0 U w J z H w _I>000 J<O0 �_� �pt co Fr O N ' w z 00 N � 0 w (V a_ 0 w > w 0 w z 0 U Z 0 LOOO I � •� LO Do 0, z _ LO cn N Q w X e a Z •� Ur O N C U p H Z w W N00 e e 14 ro 3 �, IV D ro C� ® jd ) � � _ > a e = t I I L tf L J LO Co D rn o_ <o0 N o 0 i1 0 O N Z 3 v W 0 0 U � N SHEET 6 OF 6 JOB NO. 96-130 0%5()174st NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO BU&NE S DAPS, BUT NOT MORE THAN TEN WORDING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION IN ACCORDANCE WITH RCW TITLE 19. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UTILITY LINES IN THIS PROJECT APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITIONS AS REQUIRED. PHONE CITY OF AUBURN (206) 931-3010 SANITARY SEWER CITY OF AUBURN WATER DISTRICT WASHINGTON NATURAL GAS GAS COMPANY PUGET SOUND ENERGY POWER COMPANY CALL BEFORE YOU DIC DIAL -A -DIG LEGAL DESCRIPTION (206) 931-3010 (206) 4 4-63 3 1---800--424-5555 PARCEL THE NORTH 1 2 OF GOVERNMENT LOT 3 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M., EXCEPT THE EAST 300 FEET THEREOF; THE WEST 135 FEET OF THE EAST 300 FEET OF THE NORTH HALF OF GOVERNMENT LOT 3, IN SECTION 5, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM CITY OF AUBURN BM #32-N RR SPIKE IN PF AT NE CORNER 5E 304TH & 136TH AVE. SE POLE #312331 ELEV. = 435.32 NOTES 1. THE DEVELOPER IS REQUIRED TO NOTIFY THE LAND USE SERVICES DIVISION, LAND USE INSPECTION SECTION, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A PRECON TRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION BEFORE BEGINNING; A. INSTALLING OF SILTATION AND EROSION CONTROL MEASURES B. CLEARING AND GRUBBING C. EARTHWORK D. INSTALLATION OF ANY UNDERGROUND UTILITY E. BEFORE PLACING SUBBASE, BASE CAR PAVING SURFACE F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE 2. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE RESIDENT ENGINEER, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, BEFORE ANY CONSTRUCTION IS STARTED ON ANY EXISTING STATE ROUTE. 3. A HYDRAULIC PROJECT APPROVAL (HPA) PERMIT DUST BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE PRIOR TO ANY WORK WHEN REQUIRED. BASIS OF BEARING THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1/4 BEARING N 88'53'13" W SITE ADDRESS 10628 - SE 2907N STREET AUBURN, WA. 98092 .moAft .■■uAft R-1 C, 006a-zlin" r- M SECTIO#msSbl� &lN, RANGE SE, W.M. Ely toUMd ��BASED ON A �D(� �RTibrd`SbAP?TPROVAL �Y i96 'y� POSTMASTER BONDING INFORMATION RESTORATION BOND AMOUNT � ���„[,Q►7 PERFORMANCE BOND AMOUNT � �{�,t�oc AS — BUIL T NO Tr „ —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY T UMA ENGINEERS AND INFORMATIGN SUPPLIED BY THE CONTRACTOR. INDEX TO DRAWINGS SHEET I op l3 COVER SHEET SHEET 2 HEARING EXAMINERS DECISION SHEET 3 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SHEET 4 TEMPORARY EROSION/SEDIMENTATION NOTES & DETAILS SHEET 5 ROAD AND STORM DRAINAGE PLAN SHEET 6 ROAD AND STORM DRAINAGE PROFILES SHEET 7 ROAD AND STORM DRAINAGE DETAILS SHEET 8 STORM DRAINAGE DETAILS SHEET 9 DRISCOPIPE PLAN AND DETAILS SHEET 10 - •� STREET TREE PLAN SRM-T 1l � - SZti2FYT LIbHT p LiMa ,511E1c^C t2 • OFFSRfc 570RK DP-AINAlsE PLA" 6pgvr l3 - .. D2�P�m PI-�l � �Tcu15-S 4 INITI MAP `o � ST Lo w V) 4-j 0> C3 SE 284th ST 5E 286th ST SITE SE 287th ST SE 290th ET SE 289th ST CL1 SE 291 e ST SE 290th PL UJ Li Lu C, SE 292nd ST Ld SE 293rd ST CN SE 294th ST CD U3URN ST REIONA L GOLF SE 297th ST COURSE DING COUNTY D.D.E.S. REVIEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: REVISED PER CITY & COUNTY COMMENTS REVISED PER CITY & COUNTY COMMENTS By Appr. Revision SITE PLAN APPROVAL APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND DRAINAGE IMPROVEMENTS, SITE DRAINAGE & GRADING AND TEMPORARY EROSION CONTROL IN UNINCORPORATED DING COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY APPROVAL CAR IMPROVEMENTS PROPOSED N ANY STATE RIGHT OF WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING PERMIT HAS NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF APPROVAL. SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS NOT RECORDED WHEN THE PRELIMINARY PLAT APPROVAL EXPIRES. PRO RATA SHARE ASSESSMENT ANALYSIS (COUNTY USE ONLY) SECTION TOWNSHIP RANGE I I j I—J—I I J I TAX PARCEL NUMBER I I I I I 1 I I I I I SITE LOCATION IS WITHIN THE DRAINAGE SHED(S) PRO RATA SHARE ASSESSMENT(S) ARE: ❑REQUIRED ❑NOT REQUIRED FROM THE SITE DUE TO DEVELOPMENT FOR INCREASED STORM WATER runoff. PEAK RUNOFF ASSESSMENT RATE( ) PER C.F.S. INCREASES.(10 YEAR, 2 HOUR STORM) PEAK VOLUME ASSESSMENT RATE( PER AC. FT. INCREASES.(2 YEAR, 2 HOUR STORM) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. DATE PRELIMINARY PLAT APPROVAL 8/8/97 ORDINANCE # N/A PRELIMINARY MAP APPROVAL CONSTRUCTION PERMITS RECEIVED SANITARY SEWER WATER DISTRICT GAS COMPANY POWER COMPANY TELEPHONE OTHER Emergency 911 Police —Fire —Rescue RECOMMENDED FOR APPROVAL It /` I TRAFFIC & PLANNING, ENGINEER ICING COUNTY CONSERVATION DISTRICT MATERIALS ENGINEER OTHER APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington io DATE SIGNATURE RIVER RIM LLC 253 852-6400 , Dame Phone 0) 0 v 25022 - 104TH AVE. S E B DENT, WA. 98031 c) o -- -- - - - -- ❑ Ej [] Address and Zip Code ❑ A Partnership ❑ An Individual a MILE DUNNE - MANAGING PARTNER - FIVER RIM (253) 852-6400 Name Phone cc o 25022 - 104TH AVE. SE B SCENT, WA. 98031 E ❑ Address cnd Zip Cade FRI A Corporation 0 A Partnership ❑ An Individual BASELINE ENGINEERING, INC. 206 8224--1205 Name Phone 1910 - 64TH AVENUE NEST TACOM, WA. 98466 U cn O Lij -- - - - - QD Cc 0 co co x W cn • c E rc o 0 (D 0 I � LLJ cal QD V 4 4-1 cn rr I � I Ce-1111 C3 r as CD CD CD n a CL I n E 4 0 4) r � 0 L_ E LL 0 u � 2 Address and Zip Code �, `�`• a-.i �_ � sheet 1 Of IS10 I tis lE �F BEI JOB No. 96-130 SECTION 5. TOWNSHIP 21N. RANGE SE. W.M. ao° �_o THE FINAL DETENTION POND MAY REPLACE PROPOSED TEMPORARY SEDIMENT POND AT ANY TIME, WEATHER PERMITTING. a� W W 00 00 u �� 0-0- mcn wLij RUCTION SEQUENCE. In UCTION MEETING WITH LAND USE INSPECTION SERVICE INSPECTOR AT 296-6642. ICE CLEARING LIMITS. KITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. ".H BASIN PROTECTION IF REQUIRED. INSTALL CONSTRUCTION ENTRANCES. METER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 0 CD ,-- CoLo RM DRAIN TO BE UTILIZED FOR TEMPORARY SEDIMENT POND. SEDIMENT PONDS AND TRAP. STABILIZE CONSTRUCTION ROADS. SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY IG AND GRADING FOR PROJECT DEVELOPMENT. )SION CONTROL MEASURES IN ACCORDANCE WITH DING COUNTY STANDARDS AND MANUFACTURER'S JIONS. �OSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE I AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY TESL tv INIMUM S. kREAS THAT WILL BE UNWOKED FOR MORE THAN SEVEN DAPS DURING THE DRY SEASON OR URING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR L AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. D ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. _ETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP REMOVED ATE. "A S — BUIL T ** NO Moo I EXPIRES 6/ /0 "AS —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. I r`o%t■ arm CLEARING LIMITS OINTERIM CATCH BASIN PROTECTION SILT FENCE • • • TEMPORARY INTERCEPTOR SWALE 412 PROPOSED FINISHED CONTOUR ROCK CHECK DAM TEMPORARY CONSTRUCTION ENTRANCE VERTICAL DATUM CITY OF AUBURN BM 2—N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV. = 435.32 n KINQoCMTI S. � ENGI DEVELOPMENT ENGINEER COMMENTS: r COMPLET OA ooM DATE o APPROVAL D TE O o 0i ui 4t � x z 0 0 0 z z Fo < 1: 0 J cl) a: EL w J >_ 0 a: Z 00 rL 0 M w 0 q< z w (5 W z cf) D 0 .. 0 Ld H w 0 uj j i J � I W I Cq cq W Ld CAI OL 0 Ld w w 0 0 ol I i; ' n L,J .� Lij cn 10 E L �0�% V LJLj Ctil w ao � V 0 0 Q) c Jc 0 o L D r Ln J 00 /"L 0 r"1 31 W LLJ !�e Ld U Ld Ld 0 C3 V) SHEET 3 oIF )91,040 JOB No. 96-130 _ F=fr'l'TI AI r% T 'IA1A QUID PlIKI 0 A Kl^= C= lAl ■ ■ EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTI- TUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCA- TION OF ROADS, PIPE, RESTRICTORS, CHANNELS, RETENTION FACILTIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE( OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CON- JUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR AN- TICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITONS (E.G., ADDITONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) fi. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS 0F THE ESC FACILITIES DURfNG THE WET SEASON (OCT. 1 TO APRIL 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON {MAY 1 70 SEPT. 30}, 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DIS- TURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MIN- IMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 14. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED A5 A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEA5QN, A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMlTTEQ TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. MULCHING NOTES 1. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 2. MULCH IS REQUIRED AND SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. 2:1 SLOPES DESIGN AND INSTALLATION SPECIFICATIONS 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW, A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON --SITE. AOS ASTM D-4751 = 30-100 SIEVE SIZE 0. 0-0.15 mm FOR SILT FILM 50-100 SIEVE SIZE 0.30-0.15 mm FOR OTHER FABRICS WATER PERMITTIVITY (ASTIR D-4491) 0.02 SEC -' MIN, GRAB TENSILE STRENGTH AST 1 D--46,32) 180 LBS FOR EXTRA STRENGTH FABRIC 100 LIDS FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION ASTM D-46 2 = 30% MAX. ULTRAVIOLET RESISTANCE = 70% MIN, 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1 V. ,JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS, 2" 2" BY 14 Go. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED - _ R FILTER F BRIC BACKFILL TRENCH W " NATIVE SOIL OR 34" WASHED1.5 GRAVEL 6MAX. ,r r r IN. 4"4" TRENCH v 23 X4" WOOD POSTS, POST SPACING MAY BE INCREASED STEEL FENCE POSTS, TO 8" IF WIRE BACKING I USED REBAR, OR EQUIVALENT ELEVATION TYPICAL CROSS SECTION NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. MIRAR SILT FENCE DETAIL NTS SEED MIX NOTE 3' 3} TEMPORARY EROSION CONTROL SEED MIX 1 EI HT %PURITY %GERMINATION SEE EROSION CONTROL CHEWINGS OR RED FESCUE 40 98 90 PLAN FOR LOCATION Fest ca rubro var, cornmutota or Fesluca rubra ANNUAL OR PERENNIAL RYE 40 98 90 Lolium multifloru or Lolium perenn OREDTOP R COLONIAL BENTGRS 10 92 85 Agrostis a1ba or Ar ostis tenuis •' '_.... j - WHITE DUTCH CLOVER 10 98 90' I-rifolium repens PROVIDE ROCK CHECK DAMS IN - --- WALE PER DETAIL, THIS SHEET - - I -- 1--- I - :1 IN ROADWAYS TEMPORARY INTERCEPTOR SWALE DETAIL NTS AS PER ICING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT OF WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER ICING COUNTY ROAD STANDARDS CONSTRUCTION ENTRANCE NTS WWI • v r.R v � . i 5• 5• •J I F 5 L L`tiJ � .f 12" MIN. THICKNESS A L L � THE DISTANCE SUCH THAT POINTS AND B ARE OF EQUAL ELEVATION; NO GREATER THAN 50'. ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH ZZ 7--- 6" MIN. NOTE: CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENT WHEN LESS THAN E INCHES OF STORAGE DEPTH REMAINS BEHIND CHECK DAM. ROCK CHECK DAM NTS B . 2"-4" ROCK z cTnin"anTREIGTH FILTER FABRIC E NOTE: ONLY TO BE USED WHERE r. PONDING OF WATER ABOVE THE . CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. CATCH BASIN INLET PROTECTION DETAIL NTS PROVIDE ADEQUATE POLYETHYLENE CAP STRAPPING PERFORATED POLYETHYLENE - CORRUGATEDMETAL RISER DRAINAGE TUBING, DIAMETER MIN. " LARGER THAN DEWATERING ORIFICE. - WATERTI HT TACK WELD TUBING SHALL COMPLY - COUPLING 2.0' MIN. WITH ASTM F6 7 AND - SHTO M294 - r � " MIN. 3 i - 18" MIN, � I L CONCRETE L A BASE 2X RISER DI, MIN. DEWATERING ORIFICE, SCHEDULE MAINTENANCE STANDARDS: 40 STEEL STUB MIN. 1. SEDIMENT SHALL BE RFmnVED DIAMETER 1 " FROM THE POND WHEN IT REACHES V IN DEPTH. 2.ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. RISER DETAIL NTS OALTERNATfVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION 00 qj- rn CD 1. ' 12" FREEBOARD PROVIDE A REBAR 12" SPILLWAY TRASH RACK ON DEPTH RISER PIPES > 18" RISER PIPE, OPEN 6' MIN AT TOP (PRINCIPAL MIN ma I T - MIN 1 �SL I I LINO UEH I H SEDIMENT STORAGE, 0.5' - 1.5' TYPICAL 3' MAX DEPTH SEDIMENT POND NTS WTL•IVI i I LLf L TO PREVENT FLOTATI O N SECTION THROUGH OUTLET EMERGENCY OVERFLOW S P I LLWAY CREST OUTLET PI PE FI LTER FABRIC FENCE \ Ir 1 V l_ IN %'] 1 DISSIPATING ROCK EMBANKMENT COMPACTED 95. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL RISER PIPE NOT BE USED PRINCIPAL SPILLWAY CREST OF OPEN AT TOP/TRASH RACK EMERGENCY SPILLWAY 6' MIN. WIDTH 1" MIN. DEWATERING DEVICE (SEE RISER DETAIL) MAX. { ---- __ -- ---- - ----- ---_---.---- WIRE -BACKED DEWATERING FILTER FABRIC ORIFICE 1 " DISCHARGE TO STABILIZED FENCE OR CONVEYANCE, OUTLET OR EQUIVALENT DIVIDER LEVEL SPREADER CONCRETE BASE (SEE RISER DETAIL) SEDIMENT POND CROSSmSECTION NTS N 11 E OF PROPOSED CONSTRUC110N A TIVITY King County Department of Development & Environmental Services 900 Oakesdale Ave SW Renton OVA 98055-1219 Type of Action. Type of Permit Project No: Lyy00D0 Description; What Construction Will Be Projected Completion Date: m m dd yy Hours of Construction. Typical Hours of Operation King County's Contact: Ass* red Staff Phone Number, (206g} 296-0000 Developers Contact: Developer Contact Person Phone Number. D00 000-0000 TESC Supervisor! 000 000-0000 (24 hr. Contact) After Business Hours for Environmental or Safety Related Emergencies: 1-888--437-4771 4B" T -T NOTICE Al; CONSTRUCTION ACTIVITY SIGN NTS -mm- VERTICAL DATUM J*AS- BUIL T** NO TE: I EXPIRES 6/2211/0 "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. CITY OF AUBURN BM #32-N RR SPIKE IN PP A7 NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV.=435.32 00 Ito ccQD r- SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. TRACT 'B' I r rn I n SET MONUMENT AS INDICATED SOIL BORING WELL EX WATER METER EX FIRE HYDRANT FIRE HYDRANT EX WATER VALVE TEE 45 BEND TYPE I CATCH BASIN EX SEWER CLEAN -OUT EEC STREET LIGHT ASSEMBLY EEC GAS VALVE EEC PAD MOUNTED TRANSFORMER EEC POWER VAU LT EEC UTILITY POLE EEC TELEPHONE RISER EEC ROCKERY EX SIGN AS INDICATED EX ASPHALT PAVING EX WATER LINE EX FENCE EEC EDGE OFPAVEMENT EEC EDGE OF GRAVEL EX MAJOR CONTOURS EX MINOR CONTOURS EEC STORM DRAINAGE STORM DRAINAGE WATER LINE PROPOSED ASPHALT PIING PROPOSED GRAVEL ROAD 948.9' TOP OF� BANK 9 .1 ' ° 9' 14" E ........ REMQ)ML£ BOLLARB am u jr Z_ I STA. +20, 14' LT. VANED GRATE RIM-414.91 IE=411.31 E,NE,NW 11 f F a ' a r EXISTING WELL TO BE ABANDONED. I I I ! ! ! I f I I J I THE ABANDONMENT/DESTRUCTION OF THE WATER WELL I I I E f ! I t SHALL FOLLOW THE REGULATIONS AS STATED IN WAC CHAPTER 173-160, PARAGRAPH 90-340. THE k f i ABANDON 4ENT DESTRUCTION OF THE WATER WELL SHALL ONLY BE PERFORMED BY LICENSED WATER WELL I I I I I I CONTRACTOR. THE CONTRACTOR SHALL FILL UP A c Ci] r ! I ! I I I I I i I "START CARD" OBTAINED FROM THE ADDRESS BELOW z (1] t r AND RETURN TO THE ADDRESS BELOW AT LEAST 7 HOURS PRIOR TO THE START OF THE WATER WELL 4 t f ABANDONiENT/DESTRUCTION; WATER WELL INSPECTOR DEPARTMENT OF ECOLOGIC - NORTHWEST REGIONAL OFFICL z 0 = 4350 1 OTH AVENUE NE 0 0 REDMOND, WA. 98052 04 Id Cold TELEPHONE: (206) 867- 05 THE CONTRACTOR SHALL RECORD THE PROCEDURES OF THE WATER WELL ABANDONMENT/DESTRUCTION AND L REPORT TO THE ADDRESS ABOVE AFTER THE ABANDONMENT. w II Ln uo �w I CL i 40 00 fjo CD Tow co co 1 1 CD r{�- L t � J BASIS OF BEARING THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1 4 I BEARING N 8'53' 1" W VERTICAL DATUM, CITY OF AUBURN BM 32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELL T s-4.3L BENCHMARK r- - - -� CHRISTOPHE : FND BRASS DISK IN BOULDER ±8" ABOVE GROUND IN BACK OF HOUSE 10611 SE 291 st ST NORTHEAST OF POINT ON BLUFF. DISK MARKED U.S. COAST r GEODETIC SURVEY CHRISTOPHER 1936. _ ELEVATION = 394.90 Type I - EDGE OF GRAVEL 0+53.81 14' RT. ASPHALT TAPER TO SATE 1 +14. $ Tie iTin EXIST. PAVEMENT BOLLARDS EXTENO ASPHALT WALKWAY TO SIDEWALK w sll 11 1� illillillilm f: STA. 1 +8 , 141T. WVAN ED GRATE RIM= 421.78 IE=417.78 E,W CURVE TABLE CURVE LENGTH RADIUS C 1 117.81 75.00 C2 106.25 75.00 C3 10.81 75.00 29017 S. Nza------------ 1 +44.48 PCR EXIST. PIPE HANDICAP RAMP TO REMAIN POWER VAULT TO CB 1 A ype 1 9E RELOCATED STA. 0+67, 201T. (PLACE OVER EXIST. PIPE) ASPHALT TRANSITION RfM=430.47 EXfST. PAV'T.) 4E=428.fi2t (MATCH EXIST. 12'E) REMOVE EXIST. IE=426.37 (W) NEW PIPE TO CB#1A ;;r—EXIST. ROLLED CURB i � I = 105 ! 11 WnE& 11 1 1 EXPIRES 6 22 05 J. tmj6-n;u PIJr IR; wjuj D wvuL IE WHITE.. T*AMR SHALL BE DOLX 45 Fri, GENE CONST RWrON GRADE. AND SHALL BE PRESS M TRURD WITH A IN AOCOPMOM CE WITH THE RBg1i TS OF SEC. 9 { THE MkS�T IIP�W1 STANDARDS I ATMDNS. TOP 5` OF WHM 2 s nEEL TUBE 4ALL OONF 111 TO ASTM A53 GRADE A. .3. errs• OMM at WSHM SikL CONIFORM TO ASTM A307. 4. ALL STEEL PAM SNALL BE G&VAMZED. 5. CONCREM SHALL BE OLD 3000. S. SIME SEC. &08. 7. WN. SO- SPA_ 1G ON TRAILS LESS TWW 140 VADL W SPAgNG ON TRAM i ( OR WIDER. OUrG COLIKY, WASNOMON 123 BOLLARDS DW G. S-013 AS —BUILT CERTIFICA TLC I HEREB Y CER 77FY THA T THE HORIZON TAL AND VER 77CAL L OCA 7701 S OF THE STORM FACILI77ES AND PA WNG SHO WN HEREON APE THE RES L T OF A F7ELD SURVEY PERFORMED BY ME OR UNDER MY DIREC770N, AND ADDI 77ONAL INFOR A 7701V SUPPLIED BY THE CaV7RACTCYZ TOUMA ENGINEERS & LAND SURVEYORS 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 PHONE (425) 251— 0665 FAX (425) 251— 0625 KING COUNTY D.D.E.S. EW DaNEM DEVELOPMENT ENGINEER COMMENTS: I � �? p z z 0 IL 0 cl) w 2: i 0 z 0 0 00 ft (05 Ld F- w 0) W C) j > .� cr o ul W CID Z —cq W Ld 04 CL 0 1 LLJ LLI Q LLJ 0 n CC C 1 coo Ln Lo 00 0 L.L] LLJ E Ln 0 o ° c 0 'CD L.LJ co } CD a> r� 1 L F ci Ln 00 CL 1 M III T . i Z Li Q L rn La a SKEET OF JOB NO. 96-130 SECTION 5, TOWNSHIP 21N, RANGE 5E, W.M. 410 406 402 398 426 422 muoo,4 SMA 410 WIN 394 CB A8 CB #9 D 00.3 v PVI STA. -L+80 P I EL.=44 . 6 !7! 7r 17■LLr Vptr AID PE I STA. + 20 ; 14' T . STA. 7+74, 74 - RAM=414.0 Ri=45.47 .......... . . IET41 1.45 109t.h. Aven ue SE HQRZ. SCALE 1 "=40' VERT. SCALE 1"=4' 8+00 7+00 6+00 5+00 PROFILE 4+00 AlK lllllllil L IA. 11!11�. CITY OF AUBURN BM #32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV.=435.32 z 0 r= � z CD W CDIct 011 + J LiJ 0' LT. X 12 "E (w) S.E... 290 th fit. Ct. HORZ. SCALE t "=40' VERT. SCALE 1 "=4' 3+00 2+00 EXPIRES 6/ /05 1+00 AS — BUIL T CER TIFI CA TE I HEREB Y CER TIFY THA T THE HORIZON TA L ANf.J VER Tl CAL L 0CA T! OILS OF THE S TORY FA CILI77E AND PA ONG SHWN HEREON ARE THE RESUL T OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND DD17 f O Y AL II FORM ! ! DID SUPPLIED BY THE DDf Y 7l 1 A C TLC . " m I TOUMA ENGINEER!; & LAND SURVEYORS 6632 SOUTH 191ST PLACE, SUITE E-102 ' KEN T, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 00 0 LLI 1W a0 u c ::DZD 0 o c5 c.. LL-1 LLJ 0- IL CD CD Ld W 44_ 426 422 swo 414 410 402 394 DING COUNTY D.D.E.S. REv4EW ENGINEER COMPLE71ON DATE TWO COMPLETION DATE J S JSANDERS, P.E. A P P4 ,,L_ TE DEVELOPMENT ENGINEER COMMENTS-. P# 2966 E T_T_ 0 00 QO I z (j) 0 J (5 0 (L LL z 0 z 0 z < 0 0 ZI R• (03 Ld F- w (j) o W (:) . J>OD j 0 qr� 3: cr Lo W CD >cq z —cq W R • I� LJJ CL 0 1 LLJ (Ld I LsJ 0 Lo �Y co Ln ell co Lo i ()o h LLJ ._ E Ln rL Q? LA_j Go co a' f i (1) c CL Ln cr) - I 54 �f r Ln 00 � a W W cnIll a I~ n m 0 0 Ifl SHEET 6 0F Is JOB NO. 96-130 SECTION 5, TOWNSHIP 21N, RANGE SE, W.M. ,1^ D 2L f GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRE- LIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY, 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVER- LOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. . APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, GAS, ELECTRICAL, ETC.. 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88; NORMALLY, THIS IS 7 a.m. TO 10 p.m. WEEKDAYS AND 9 a.m. TO 10 p.m. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CON- STRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORD WITHIN THE ROAD RIGHTS -OF -WAY, 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPRO- PRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST CONSTRUCTED IN ACCORDANCE WITH SECTION 31 3,02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 DENSITY (WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS, ANY OPEN! CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLGGER, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.2-TRAFFIC CONTROL, SHALL APPLY, DRAINAGE NOTES. UTILITY CUTS ON EXISTING TRAVELLED ROADS 1, IN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT ---LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED, SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. 2. IN CUTS PARALLEL TO ROAD ALIGNMENT: A. ALL TRENCH BACKFILL UNDER ROADWAY SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY EXCEPT FOR TRENCHES OVER EIGHT FEET IN DEPTH. THROUGHOUT THE LENGTH OF ANY PIPE RUN, MANHOLE TO MANHOLE, IN WHICH ANY PART IS OVER EIGHT FEET DEEP, BACKFILL AT DEPTHS OVER FOUR FEET SHALL BE COMPACTED TO 90 PERCENT MAXIMUM DENSITY BY EITHER WATER SETTLING (SEE SUBSECTION 8.03C BELOW) OR MECHANICAL COMPACTION. THE TOP FOUR FEET OF THE TRENCH LINE SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. ALL DENSITIES SHALL BE DETERMINED BY TESTING SPECIFIED IN SECTION 2-03.3(14D OF WDOT/APWA STANDARD SPECIFICATIONS. B. IN ANY TRENCH IN WHICH 95 PERCENT DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFILL, THE TOP FOUR FEET SHALL BE REPLACED WITH GRAVEL BASE AS SPECIFIED IN THE WSDOT APWA STANDARD SPECIFICATIONS, SECTION 9-0.10, THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. C. RESTORATION OF A TRENCH WITHIN AN ASPHALT PAVEMENT SHALL INCLUDE A MINIMUM OF SIX AND ONE-HALF INCHES OF CRUSHED SURFACING MATERIAL AND ASPHALT CONCRETE CLASS B THE SAME THICKNESS AS THE EXISTING ASPHALT PAVEMENT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER. PAVEMENT SHALL THEN BE OVERLAID FULL WIDTH WITH A MINIMUM OF ONE INCH COMPACTED ASPHALT CONCRETE CLASS B. ANY EXCEPTIONS TO THIS OVERLAY REQUIREMENT WILL BE ON A CASE - BY -CASE BASIS, SUBJECT TO APPROVAL BY THE ENGINEER, CONSIDERING THE EXISTING CONDITIONS OF THE PAVEMENT. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 6-07 OF THE WSDOTAPWA STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. 3. IN CUTS TRANSVERSE TO ROAD ALIGNMENT - A. IN GENERAL, UTILITY TRENCHING THROUGH EXISTING PAVEMENT ACROSS THE ROAD ALIGNMENT WILL BE DISCOURAGED. IT WILL NOT BE PERMITTED UNLESS IT CAN BE SHOWN THAT ALTERNATIVES SUCH AS BORING OR JACKING ARE NOT POSSIBLE DUE TO CONFLICTS OR SOIL CONDITIONS, OR UNLESS THE UTILITY CAN BE INSTALLED JUST PRIOR TO RECONSTRUCTION OR OVERLAY OF THE ROAD, B. WITHOUT EXCEPTION, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING TOP COURSE MEETING THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE WDOT APWA STANDARD SPECIFICATIONS. BACKFILL SHALL BE PLACED AND COMPACTED MECHANICALLY IN SIX INCH LIFTS WITH A COUNTY INSPECTOR PRESENT. IF THE CAPABILITY CAN BE DEMONSTRATED, BASED ON A COMPACTION EQUIPMENT OR QUALITY OF BACKFILL TO ACHIEVE 95 PERCENT DENSITY IN THICKER LIFTS, THE DEPTH OF BACKFILL LIFTS MAY BE INCREASED UP TO ONE FOOT. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE ENGINEER. ON ASPHALT PAVEMENT, A PERMANENT HOT MIX PATCH THE SAFE THICKNESS AS THE EXISTING ASPHALT OR A MINIMUM OF TWO INCHES, WHICHEVER IS THE GREATER, SHALL BE PLACED AND SEALED WITH A PALING GRADE ASPHALT WITHIN 30 CALENDAR DAYS, CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN EIGHT -SACK M1, USING EITHER TYPE II OR TYPE III CEMENT, WITHIN 30 CALENDAR DAPS. Ri 5' MIN. SEE SECTION FLUSH .03 & 3.04 8 MAX . . 4 COMPACTED UBGRADE 1, PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRE- " CONSTRUCTION MEETING (KCC 9.04.100.D. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COM- PACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY RE- QUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE 1S SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTED INSIDE AND OUTSIDE (KCRS 7.03). 8 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SMALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, DRAWING NUMBERS 2-013, VARIEc 2-018, 2-019, OR 2-020, WHICH INCLUDES THE STAMPING "CUTFALL TO STREAM, "PROPERTY MIN. DUMP NO POLLUTANTS" AND OF KING COUNTY" (KCRS 7.05), 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03L), DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, INHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST FEET THE 7' W, FOLLOWING SPECIFICATIONS: 4"-8'�/40%-70% PASSING; 2"-4"/30%-40% PASSING: CURB RAMP IN VERTICAL CURB AAIf1 75P �I/ /1110f �]1OI i]hCCIAIl� IAICTAI I ATI/l AI CLJAI I DC IAI nnnnonnlAlITLI AND -2 ROCK10-20 PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B DRAWING NO. 2-024. NTS 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EX- CEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY DING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, WARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE, EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM - WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2" 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 ABD, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 6„ E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITES (E.G. POWER, 5' GAS, TELEPHONE, TELEVISION, 1 " MAX LIP F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.--� 8 9. ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE, OR CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) SMOOTH INTERIOR IN ACCORDANCE WITH WSDOTAPWA STANDARD SPECIFICATIONS SECTION 9.05. COMP 10. ALL ROOF AND FOOTING DRAIN PIPE SHALL BE FLEXIBLE ADS PIPE. SECTION DETAIL 1/2 "�c1 /2" GRATE IMPRINTS 1/8 " DEEP (TYP DUMMY JOINTS MOTES: 1. ALL JOINTS HALL BE CLEANED AND EDGED. 2. CONCRETE SHALL BE CLASS 3000. 3. FOR PLACEMENT OF WHEELCHAIR RAMP SEE SD 4-001 EXPANSION JOINT DUIIY JOINT IF REQ'D. SEE SECTION 3.04 DRIVEWAY DETAIL NTS ol L 1 5' S' 5' 15' MAXIMUM SEE SECTION 3.04 FOR EXPANSION JOINTS PLAN VIEW SIDEWALK AND CURB NTS 10' MAX TYPICAL FENCE SECTION NTS J 0 16' ACCESS ROAD GATES SHALL BE 16 FEET IN WIDTH CONSISTING OF TWO SWINGING SECTIONS 8 FEET IN WIDTH, PEDESTRIAN ACCESS CANES (IF NEEDED) SHALL BE 4 FEET IN WIDTH 15, u L+14LJ.71 IL-u GRAVEL MAINTENANCE ROAD NTS I L 01-\MVLL 01-IOL UVUI\43L FOR INSTALLATION OF ROADWAY MATERIAL, SEE SPEARS ENGINEERING & TECHNICAL SERVICES REPORT. TYPICAL STREET SECTION (SE 290TH 57. CT., 109TH AVE. CT. SE, SE 290TH 5T.) NTS CURB &GUTTER DUMMY JOINTS PER SD #3-001 V GROOVE PER SECTION Lu .3.04 SIDEWALK WA , l 9470 37 " S- BOIL T#* NTE. O EXPIRES 6 ;'Q5 "'AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. FENCE CONSTRUCTION SHALL BE PROVIDED BY CONTOUR FENCE CO. (481-7128) OR APPROVED EQUAL MEETING WSDOT STANDARDS. RAIL/FENCE POST SPECIFICATIONS: FENCE POSTS SHALL BE GALVANIZED STEEL, WITH TOP CAPS. CROSS BARS SHALL CONNECT ADJACENT FENCE POSTS. ALL POSTS, CROSS BAR, AND CATES SHALL PAINTED OR COATED THE SAME COLOR AS THE VINYL. CLAD FENCF FABRIC. CHAIN LINK FABRIC SPECIFICATIONS: FENCE MATERIAL SHALL BE NO. 11 GAUGE GALVANIZED STEEL FABRIC WITH BONDED VINYL COATING, VINYL COATING SHALL BE COMPATIBLE WITH THE SURROUNDING ENVIRONMENT (E.G. GREEN IN OPEN, GRASSY AREAS AND BLACK OR BROWN IN WOODED AREAS). NOTES: PROVIDE ALL ENDS, CAPS, POSTS, TENSION BARS, BANDS, FASTENERS, HINGES, GATES, LOCKING CENTER DROP RODS W/LOCKS, ETC. AS REQ'D. TO PROPERLY INSTALL FENCE MATERIALS INCLUDING CONCRETE FOOTINGS (OR SLEEVES AT WALLS). , cn = Lli w GATE POSTS & CORNER POSTS REQUIRE 10' DIA. X 40" DEEP FOOTINGS WITH 36" MIN. BURY. 00 ALL OTHER POSTS REQUIRE 10" DIA. X 30" DEEP FOOTINGS WITH 24" MIN. BURY. ZD �a COORDINATE SLEEVE PLACEMENT WITH REBAR W/ WALL CONSTRUCTION M old PROVIDING PLUMB POST INSTALLATION. A CHAIN LINK FENCE IS REQUIRED TO BE CONSTRUCTED AT THE MAXIMUM WATER SURFACE ELEVATION, OR HIGHER, WHEN A POND SLOPE IS A WALL OR IF THE SLOPE EXCEEDS 3H:1 V. `_ 0- THE FENCE SHALL COMPLETELY ENCLOSE THE FACILITY AND BE � n MINIMUM OF 6 FEET IN HEIGHT, EXCEPTION: THE FENCE MAY BE A MINIMUM OF 4 FEET IN HEIGHT IF THE DEPTH OF THE IMPOUNDMENT (MEASURED FROM THE LOWEST ELEVATION IN THE BOTTOM OF THE IMPOUNDMENT, DIRECTLY LLJ ADJACENT TO THE BOTTOM OF THE FENCED SLOPE, UP TO THE MAXIMUM WATER SURFACE) IS 4 FEET OR LESS. 0 'r-I 00 ccco N - _- 6' 1 1 2 "- 4" WAS H E D ROCK CORE - 18" THICKNESS QUARRY SPACES LAY E P 2:' -= c_ =:{ ~ L, ; . { ��., `_`_tif 2 '.y� 1 - . .S • -. 1 ' i• J - ••1 • y - `f' ''y r Ii iM1-r�' S,-' 'yam ,('�`-1f \, ..y ,y`I d_y �. .,t• `-y":--�.�,II 1 i`. Af , _�.' IfY r•, � , r -_'r, �f i ram'. vll .f{s - i .A' . 1'• _ i _ ;liS.:f ._ CELL POND _�:' _,{,F t CELL POND B 0 TTO M L_/ B OTTO M NOTE: "KEY" NOT REQUIRED CAPE STRIP TOP OF BERM x ELEVATION IS ONE FOOT DIVIDING POND BELOW 10 YEAR-24 HOUR %LK INTO TWO CELLS DESIGN WATER SURFACE ,r.-ti .�-•..r.�ti ..�:.},:�-}.. } �. r. .�- ',,/i .. �,l 'E 4F'I �4 iE_f,'-tit. ply r-�}. �✓�.,.� --�5: J -ir'.t --k, •-�.� . _f.` -_). -- -�s -.fn r -�.-�. TOP OF DEAD STORAGE ..fl BOTTOM OF PONDS I T i T T T nrol yX QUARRY SPALL AND GRAVEL FILTER "WINDOW' NTS VERTICAL DATUM CITY OF AUBURN BM 32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. 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I I ' s ` � I I � I I � � i t Y � � � I I � � , . 5 I � '1 ' I �' ' Il T' + '?' .�' _ I • :RT, I (WON 30Nb'N31NffH 13A"D -- �—c!Vc'd d1d )O Z 30 Id 00"$6 —11 Y 91 AON30 M SSVdkGOL*6 =31 (3-1VMS of 9 *M6�-31 9 [ ,*0*=VV1d i I 011 W>iom 01105 m W3 6 ;t62=31 38ni0�1d15 10aIN00 S 98 K=31 , I '1126 L `06+L 'Vi 69'662=11418 4 011 OND10071 OnoS M 4f 4 tq—� adAl 1# HVIGS -il4m 979+0 'Vis ej7—� ;qdAl Z# HVIGS C4 pp-:Z 66C r m r� • 00V Zot L 133HS lltJl3a 33S — 33N3.j tot — 3d Id OOS1d0 W.0 8Y„oO ao�' 39b'd33S—IlNd TTM 99 30NVU N[Z dIHSNM01 `9 NOLOBS SECTION 5. TOWNSHIP 21N. RANGE 5E. W.M. RR nQ) S) s) Isz) C\ X� OUTFACE PER CITY OF AUBURN--\ CIT)l of A LIRURN PROPERTY 0 'SAS — [.IL Tvp NO TE: l EXPIRE6,}o5 j "A —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. G 50 100 200 Q , SCALE 1" =100' VERTICAL DATUM CITY OF AUBURN 3M 32—N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV.=45.3 f KJNG OUOY ID 5. , I R NGI COMPL N DAT IOR E ER C PLETI DATE APPRO DA DEVELOPMENT ENGINEER COMMENTS: aim V) w c� CD 4d 0 Ld co QD CD r C141 w Is', z 0 0 .j 1: W z z IL w _ OL 0 0 (j) 0 ., 0 F_ W cf) W j o o 3:: 04 < QD i Lc) W c —�cq W 0 L LLJ LLB Li_I W O • f� �--00C �o �51 UD Q3 It • W .. W v E �n o CD c ° CD 0 cn 4 C Jc u I 0 ao co cr) Q c 0 C Li Li Q: V3 SHEET 9 OF JOB NO. 96-130 SECTION 5. TOWNSHIP 21N. RANGE 5E. W.M. FIRE HYDRANT OR UTILITY POLE OTE : 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK —OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL CR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. KING COUNTY PUBLIC WORKS KING COUNTY, WA HiNGTON LUINAIRE — NOTE 1. -1 r�, 5' MIN. s ,5 10'MIN. -- 15'MIN. - PLANTING STRIP w rho } STREET TREE STANDARDS N� .PLAN DING. _009 NO. 50'MIN.. 6) SIDEWALK NE -CT TO VERTIAL CURB VERTICAL CURB LINE AT INTERSECTION 0 20 40 80 ., ty yL` y SCALE 1n-401 k� BASIS OF BEARING. THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1 4 BEARING N 88'53'13" W VERTICAL DATUM. CITY OF AUBURN BM 32—N RR SPIKE IN PP AT NE CORNER SE 304TH & 115TH AVE. SE POLE #312331 ELEV.=435.32 BENCHMARK CHRISTOPHER: FIND BRASS DISK IN BOULDER ±6" ABOVE GROUND IN BACK OF HOUSE 1061 1 SE 291 st ST NORTHEAST OF POINT ON BLUFF. DISK MARKED U.S. COAST GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION — 394.90 I r — —r PLAINT NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPING WORK. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY EXISTING ' UNDERGROUND UTILITIES. IF ACTIVE UTILITIES ARE ENCOUNTERED, CONTRACTOR IS TO w PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER. a CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL ACCEPTANCE u IS RECEIVED IN WRITING. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF PLANT MATERIAL UTILIZING ON CENTER SPACING FOR PLANTS AS SHOWN ON PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING. [if SUBGRADE TO WITHIN " PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. LLj 6" DEPTH OF TOPSOIL IN ALL PLANTING BEDS. 2" DEPTH OF MULCH IN ALL PLANTING BEDS. ALL PLANT MATERIALS SHALL BE FERTILIZED 10-20 - O FOR BED AREAS. IN ADDITION, FERTILZER TABLETS SHALL BE PROVIDED AS INDICATED IN DETAILS. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ova CD ■ITCH � �-. TREES TO BE LOCATED 10 FEET MINIMUM FROM ALL DRIVEWAY ACCESSES AND ADJUST TREE LOCATION AS REQUIRED, TREE TO BE LOCATED 5 FEET MINIMUM FROM ALL UTILITY POLES AND ADJUST TREE LOCATION AS REQUIRED. REFER TO KING COUNTY ROAD STANDARD DUNG. No. 5-009 AND ADJUST PLANT LOCATIONS AS REQUIRED TO CONFORM TO THIS STANDARD. PLANT SCHEDULE SYMBOL QT. COMMON NAME SCIENTIFIC SIZE 1 34" CAL MINIMUM • 9 SHANTUNG MAPLE ACER TRUNCATUM 6'-8' TALL FULLY BRANCHED PRUDE DAMAGED TUNICS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE o STAKING OIL "AS DEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE • KEEP ROOTBALL FOIST AND PROTECTED AT ALL TIMES en o HOLD CROWN OF ROOTBALL AT OR JUST BELOW FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION (2) 2x2 D.F. STAKES (PLUMB) (1 1 20x8' SCH 40 GALV. ' STREETS) W1 ELASTIC OR RUBBER GUY TIED IN FIGURE EIGHT; o REMOVE @ 6 MONTHS PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE SO "NO CLASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH — 12" — 1" SIZE C 3" TO 4" DEPTH HOLD BACK FROM TRUNK 8" TO 10 FINISHED GRADE PREPARE PLANTING BED PER SPEC'S C MIN., LOOSENING @ MIX SOIL TO 1 S" OR DEPTH OF ROOTBALL @ 4x BALL 0 PEEL BACK BURLAP; REMOVE TIES, CONTAINERS & WIRE BASKETS SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL----/ PENETRATION TO SUBBASE (+) 12" T TREE PLANTING DETAIL NTS ]EXPIRES 6/22/05 'PAS-BUIL Tp* NO TE: - "AS —BUILT" IS BASED ON A ACTUAL MELD SURVEY BY TOUT A ENGINEERS ADD INFORMATION SUPPLIED BY THE CONTRACTOR. 0 f fi C) Gel Q `►,r ci7 0 z m cf) CL w W cr cf) D 0 0 w F— w cf) J J tr 3:: i T� 4 F- (30 csi W C) W cq IL 0 J w LLJ cy- i Ln 0) • 1 WIN `°> CO ^7 LLJ LLJ Ln O C D O E 'E } � r Lp m a- <a w w z z 0 u w _j Va w 4 u V7 SHEET 10 OF JOB NO. 96-130 -WWI ■ lw� * * ff ■wr■ ffr amaze W7 a IE■ ■11 ■ 1%pmlkmw '%wbo rw VT ■1 ■ir c cc N a 0 li cc 0 c.l 0 L U) 0 n 0 a_ I 0 I`r} 0) S 88'53' 10" E � 948.09' i 1000, 000, i i i i i 4000 i i 00-11 � 6 1 1 1 1 1 1 � 5 I 1 { 1 i ti j 4 I l ---------------- - I I I . y 5 5'S1 r 4 7 r 8 9 .I10 � 1 4 • r x r � � rr r � 1 � STA. 6+45 -" PROVIDE. 1-STD. I UMINATION, POLE 20' -.-�JUNCT N BOX 14 LT. TRACT V 3 r ...... .... . jr �r j....... - - - - - - i-���� 1 k k � I I � / f jr .• ,. (Ike+IliIlil I1I+�ik + ► lklllr# i�#�• �. 111111 lito -Jill 11 1� ~`4r� �, J I 955 .16' ' f S V V 1" E „��� d/ oe STREET LIGHT PLAN GENERALNOTES NOTES 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR C.E. OR APPROVED EQUAL. ARTERIAL AND RESIDENTIAL STREET LIGHTING STANDARDS SHALL BE TAPERED ROUND ALUMINUM WITH DAVIT BRACKET ARM WITH '-g" RADIUS. 2. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO CITY STANDARD DETAILS AND SPECIFICATIONS. LIGHTING SHALL BE PER CITY OF AUBURN STANDARDS FOR RESIDENTIAL LOCAL ROAD. ONSITE: LIGHT WATTAGE = 100 AVERAGE MAINTAINED FOOTCANDLE = 0.4 REQUIRED UNIFORMITY RATIO = 6 TO 1 LUMINAIRE MOUNTING HEIGHT = 30 FEET LIGHTING DISTRIBUTION PATTERN = M---C---III+ MAXIMUM SPACING = 180 FEET STAGGERED SPACING USED INTERSECTION: LIGHT WATTAGE = 150 LUMINRE MOUNTING HEIGHT = 35 FEET LIGHTING DISTRIBUTION PATTERN = M-C-III+ USE CITY OF AUBURN SPECIFICATIONS AND CITY OF AUBURN STANDARD DETAILS TRSL-2, TRSL-, TSL-4 AND TRL-5 & TRSL-1, IF APPLICABLE. . STREET LIGHTING CONDUIT SHALL BE 2" DIA. (SCHEDULE 40 PVC UNDER SIDEWALKS AND HOT DIPPED GALVANIZED STEEL CONDUIT UNDER ROADWAYS). 4, CONTRACTOR SHALL COORDINATE EXACT LOCATION OF CONDUIT WITH PUGET SOUND ENERGY PRIOR TO INSTALLATION. 5. CHANNELIATION SHALL BE PROVIDED AS REQUIRED BY CITY OF AUBURN STANDARDS. 6. SIGNING SHALL BE PROVIDED AS REQUIRED BY CITY OF AUBURN STANDARDS. 1. PSE WILL REQUIRE METERING OF ILLUMINATION SYSTEMS STARTING JUNE 1, 1999. THIS REQUIREMENT WILL NECESSITATE A NEW SERVICE CABINET DETAIL WITH DETER AND SPECIFICATIONS TO BE SUBMITTED BY THE ENGINEER FOR APPROVAL. 2. ENGINEER WILL DETERMINE HOW MANY STREET LIGHTS ARE CONNECTED TO PARTICULAR CIRCUIT AND SPECIFY THE ADDITIONAL NUMBER OF LIGHTS THAT MAY BE ADDED TO THE CIRCUIT. . THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE RIVER RIM HOME OWNERS ASSN. UNTIL SUCH TIME AS THE SUBDIVISION IS ANNEXED INTO THE CITY OF AUBURN T N TEI AS EXPIRES6 /fly - BUIL "'AS-BUILT"' IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. 6+18.51% � PT Sif 290th St, CtAr K +00.70 PC STA. 4+60 PROVIDE: 1-STD. ILLUMINATION POLE 201T. 1-JUNCTION BOX 14'LT. 3+9 . 0 PT SCHEDULE 40 PVC--,N\ . -.141101II� CONDUIT 1 1 2" MIN. (TYP.) NOTE. JUNCTION BOX & LUMINAIRE POLE TO BE LOCATED AT SAME STATION. SHOWN OFFSET IN DRAWING FOR CLARITY. 165.00 r I t 1 � � � I I I I I STA. 1 +37 PROVIDE: 1-INTERSECTION ILLUMINATION & POLE I 1 -JUNCTION BOAC (LOCATED IN SIDEWALK) 1 +00.00 mm A: + 71 .. # 2+93.2 PC f f ST. +83 ,'f 2+20.67 ' PROVIDE: ',T. PC '{ 1-JUNCTION BOX 141'f ,'f PER AUBURN STD DETAIL TRSL-4 TYPt PROVIDE. f' ILLUMINATION SERVICE BOAC PER AUBURN STD, DETAIL TRSL-3 14 ti,oVlVlr-MU r I kJ k2RfAYLL 13A3t- UUUKsL 11 PROVIDE LUMINAIRE POLE PER AUBURN STD. DETAIL TRSL-2 (TYP.) 12 STA. 2 + 8 PROVIDE: 1-STD. ILLUMINATION & POLE 20'RT. 1-JUNCTION BOAC 141RT. FOR INSTALLATION OF ROADWAY MATERIAL, SEE SPEARS ENGINEERING & TECHNICAL SERVICES REPORT. TYPICAL STREET SECTION- SE 290TH ST. CT., 109TH AVE. CT. SE, SE 290rH sr. NTS 2+31.48 PT 04 "I' CAPE STRIP %LIB U) Lo �� `0 0 0 M m Q O 0 0 c� E5 LLI ILd LLJJ 1L CL 0- � n V) 0 (n J J J K) Cam ' BASIS OF BEARING. THE PLAT OF EAST HILL VISTA HOLDING THE NORTH LINE OF THE NE 1 /4 BEARING N 88'53'13" W VERTICAL DATUM. (NOVID 99) CITY OF AUBURN SM 32-N RR SPIKE IN PP AT NE CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV. = 43.32 BENCHMARK, CHRISTOPMER: FND BRASS DISK IN BOULDER f6" ABOVE GROUND IN BACK OF HOUSE #10611 5E 291st ST NORTHEAST 0F POINT ON BLUFF, DISK MARKED U.S. COAST GEODETIC SURVEY CHRISTOPHER 1936. ELEVATION = 394.90 1 r rSJE sts 1 €r i1 ` I 1 RELOCATE EXISTING 1� POWER VAULT I II II r rKING CCKJNTY D,,D.. . Revi ear Co-fA latio a e li I Y r o r 74mpIekio.n__ a e H 5ANDERS, P.E. Apiproft Date DEVELOPMENT ENGINEER Comments: Record Drawing Certification These drawings conform to the Contractor's construction records. Y12. ti B: Date; - - Title/position.- Confirmed b City: -- .,,.,_. Date: _ CURVE TABLE CURVE LENGTH RADIUS C 1 117.81 75.00 C2 106.25 75.00 C3 10.81 75.00 z z C) br) 0 r C. CD 0 E Q) 0 C- 0 J 1 0 D r� O� LL VTW iTW LTW JtUl1 4"t'VU o`#'OO Gtlu 7+UU 8+00 to 4101, FL x z 0 z �j CU) 0. 4< 7: q< z a: w LL UL D 0 0 W z Fr- F- w cf) q C5 W C:) j < M (ID o cc Lo Csi W ke w z 00 04 CL 0 -i LLI C� LLJ z Lo CIO C i • �. (D ' II LLLLJI - C) LLI 0 s L Nt- c LLJ LLI 00 ilk a' Or 0 cn IL M iNd- W z • e U LLI J < ui L61 m x FEET OF JOB NO. 96-130 �rrt s '4Lr ff V r * %Mir ■ W ff ■%wfg oil Aw.r IV ■v ! %0", ■ ■ Iffilvil U C QC r: �c X 7— a� 0 a� Ui 0 ID CD Q0 I I i 1 7 I I � 1 � f f EXISTING 12�a 1IT CULVERT PIPE INVERT ELEVAT ,..: BOG r" K EDGE OF PAVEMENT Ti 84'Y HUB!$ i if x.w { IE=45.15J r # BtX12' � f r f,r f { r i rf }r 3/4" REBAR (TYP.}- 0 '76 PLO VIEW i I\ L_ - %an%.j I%_j^t Urrt I \. rr Lima 1 f v SECTION VIEW ENERGY DISSIPATOR DETAIL. 1 DO --YEAR FLOOD ELEVATION = EL. 5 BASED ON FE MAP 1254 (ZONE AH TOE OF CREEK ELEVATION = 52.5 i '+ D :• r Cd B V 740 S I j a r+, i' rr }} rrr, r� r`rr r{ f� ,r f 77, i• { � rr +.,' {, If f � +� J,f.- �, / r. X f• f f l� f� 'S ''I Y •i l 'I I � + �� r' i +J 1 + F �f Jf ��f r�J + f 1 f` r r I r fr' i' rr r,r ;owl {• 1 {t �y Ii !I l ppr r I i i' f F f` k ti H i7 rt'+{'4e {#733 E i r l 1 i' I 7 1 f Ilk E ERG DI IPATOR a` i r t ; f` - j r i ff RI _" . \I 'r I 1 ! l Ii i I ! 1 t i I r � � LL !1 � r � i i J I , 7 , IIk ' ,�p )PIPE ARC DETAIL. NTS 1 "0 DRISCOPIPE 1000 SDR 26 LINE FINISH GRADE FINAL BAC FI LL E SOIL 1) OPIPE NG RATION * IN SUITABLE SOILS, THE CONSTRUCTION OF A BEDDING AND/OR FOUNDATION MAY N07 BE REQUIRED. DRISCOPIPE... TRENCH DETAIL NITS 'ED %.A Li— ARC DETAIL 48" MANHOLE � d d LDED TU END DRISCOPIPE 450' 4' - PROVIDE KNOCKOUT d i OPPOSITE DRISCOPIPE FOR SLIP ON PIPE INSTALLATION •� METAL FLANGE E r e PLACE 1 O.Y. CONCRETE X, MAX. 1 S OVEREXCAVATION BLOODING Al DRIOPIPE ON ANCHOR SIDE EXIT BETWEEN UNDISTURBED ED GROUND AND CATCH BASIN PLAN VIEW MAX. i g" m1c oc r1A%1AT1nM ON ANCHOR KNOCKOUT F DRISCOPIPE ' NOT EXCEED )TE; THOLE BASE SECTION SHALL PROVIDED WITH CLASS V .II FRCEME T AROUND KNOCKOUT. OUT. METAL FLAN( ASA FLANGE VERTICAL DATUM CITY OF AUBURN BM #32—N RR SPIKE IN PP AT E CORNER SE 304TH & 116TH AVE. SE POLE #312331 ELEV.=435.32 H. ` WAS 947 **A S - BUIL T "# NO =EXPERES B 22 05 "AS -BUILT" 1S BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY THE CONTRACTOR. WALL DRIO PIPE HDPE SPOOL OR METAL SPOOL GROOMED INTO WALL OPTIONAL STRUCTURE CONNECTION NTS SECTION A -A ANCHOR CONNECTION DETAIL - SDMH •2 8 ENERGY DISSIPATOR. NTS F- F- Lq C] 0 0 0 0 0 0 48 46 000 nc c:� wwWtJ 0-CLCLC: 0000 LLJ LLI LLJId Cn Df i C N 0 o C00 to KING COUNTY D.D.E.S. PA v 10 9..01 & . I F evi 'naer ornpi Ion. )rate dim n R0 r-w"v comoletjprr e D JAMEt A. SANDERS, P.E. Apkrovcla e VELOP tEI T ENGINEER Comments --- . -- - - . I %W1... � Record Drawing Certification These drawings conform to the Contractor's construction records. B - _-- ... Date: Title/position. Confirmed by City. .. Date: SECTION 5, TOWNSHIP 21N, RANGE SE, W.M. CONCLUSIONS: 1. With the exception of sewers the subject subdivision would comply with the goals and objectives of the King County Comprehensive Plan and the requirements of the Subdivision and Zoning Codes and other official land use controls of King County, based on the conditions for final plat approval. 2. The application meets the required showings for a variance. RECOMMENDATIONS: 1. L98VA002 — Variance Request Recommend the requested variance be APPROVED. 2. L 7P0039 — Preliminary Subdivision Recommend the subject subdivision, revised and received June 9, 1998, be DENIED or as an alternative, placed on call for a maximum of 1 year in order for the applicant to solve the sewer Issues. If approved, we recommend the preliminary approval be subject to the following conditions of final approval. 1. Compliance with all platting provisions of Title 19 of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication which includes the language set forth in King County Council Motion No. 5952. 3. The plat shall comply with base density (and minimum density) requirements of the R-1 zone classification. All lots shall meet the minimum dimensional requirements of the R-1 zone classification and shall be generally as shown on the face of the approved preliminary plat, except that minor revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development and Environmental Services. 4. The applicant must obtain final approval from the King County Health Department. 5. All construction and upgrading of public and private roads shall be done in accordance with the Ding County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 ICRS. . The applicant must obtain the approval of the Icing County Fire Protection Engineer for the adequacy of the fire hydrant, water main, and fire flow standards of Chapter 17.08 of the King County code. 7. Final plat approval shall require full compliance with drainage provisions set forth in Icing County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. The following conditions represent portions of the Code. Requirements shall apply to all plats, a. Drainage plans and analysis shall comply with the 1990 Ding County Surface Water Design Manual and applicable updates adopted by Ding County, DDES approval of the drainage and roadway plans is required prior to any construction. b. Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans, c. The following note shall be shown on the final recorded plat: "All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # __ on file with DDES and/or the Ding County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file". B. A drainage conveyance is required from the top of the westerly slope to at least the toe of the slope. Permission and approval from the City of Auburn is required for the offsite portion of the system. The stormwater conveyance system shall be designed for (minimum slope disturbance and sufficiently durable to withstand slope movements. The system shall discharge to a non— erodable location. Plans for this improvement shall be reviewed and approved by the applicants' geotechnical consultant. The improvement plans shall be submitted to King County at engineering plan submittal and routed to the City of Auburn. 9. The following road improvements are required for this subdivision to be constructed to the 1993 King County Road Standards, Final road construction at a minimum) shall be improved to the City of Auburn '"Local Residential Road Standard", a. The main access road, SE 290th St./109th Ct. and SE 290th Ct. shall be improved at a minimum) to the urban minor access road standard, Additional R/W is required for the offsite connection of SE 290th St. to existing 108th Ave. SE/SE 290th St. Appropriate deeds for the additional R W shall be submitted at engineering plan submittal. Final road construction at a minimum) shall be improved to the City of Auburn "Local Residential Road Standard". b. Modifications to the above road conditions may be considered by King County pursuant to the variance procedures in KCRS 1.08. Final road construction at a minimum) shall be improved be improved to the City of Auburn "Local Residential Road Standard". 10, All utilities within proposed rights —of —way must be included within a franchise approved by the King County council prior to final plat recording. The applicant or subsequent owner shall comply with Icing County Code 14.7 , Mitigation Payment System MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the option to either: 1 pay the MPS fee at final plat recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads, "All fees required by Ding County Code 14.75, Mitigation Payment System (IMPS), have been paid". If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application, 11. Off —site access to the subdivision shall be over a full --width, dedicated and improved road which has been accepted by King County for maintenance. If the proposed access road has not been accepted by King County at the time of recording, then said road shall be fully bonded by the applicant of this subdivision. 12. The following note shall be shown on the final engineering plan and recorded plat: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability, and protection of plant and animal habitat. The sensitive area tract/sensitive area and buffer imposes upon all present and future owners and occupiers of the land subject to the tract/sensitive area and buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless otherwise provided by low. The common boundary between the tract/sensitive area and buffer and the are❑ of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. The required marking or flagging shall remain in place until all development proposal activities in the vicinity of the sensitive area are completed. No building foundations are allowed beyond the required 15---foot building setback line, unless otherwise provided by law, 13. Tract "C" shall be 20 feet from the top of the bank rather than the 15 feet which is shown on the revised plans. On the lots there shall be a 15 foot building setback line from tract "C" line. 14. The proposed subdivision shall comply with the Sensitive Areas Ordinance as outlined in KCC 21 A.24. Permanent survey .narking, and signs as specified in KCC 21 A.24.160 shall also be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers e.g., with bright orange construction fencing) shall be placed on the site and shall remain in place until all construction activities are completed. 15. A fee —in —lieu of recreation space shall be paid by the applicant to King County. The amount of tl�/h{/''e fee shfa�ll be determined by the King County Parks Division, consistent with the provisions of KCC 21A.14.185. 16. A homeowner's association or other workable organization shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the recreation and/or open space area . 17. The two existing wells must be abandoned per Department of Ecology regulations by final approval. OTHER CONSIDERATIONS: The subdivision shall conform to KCC 16.82 relating to grading on private property. 2. Development of the subject property may require registration with the Washington State Department of Licensing, Real Estate Division. 3. Preliminary approval of this application does not limit the applicant's responsibility to obtain any required permit or license from the State or other regulatory body. This may include obtaining a forest practice permit from the Washington State Department of Natural Resources for tree removal. S- BUIL „ NO TE** EXPIRES 6/22/05 "AS —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORh A70N SUPPLIED BY THE CONTRACTOR. 11-r 2"-70 WIN. W-W CLEAR WUFH CODA"M JOINT SEE NOTE NO. 2 BOLT PATTERN LCAU. PEDESTAL E 1'-r NOTES: 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCWDINC CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE. . SEE SEC. 3.04 FOR JOINT REQUIREMENT'S. KM LWff PLq=W rc NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT DWG* 5_012 1 a KING COUNTY, WASH114GTON (N.D.C.B.U.)MAILBOX INSTALLATION NO. 122 VARIES , I 1 ■I�IIIII!■11111�111111�311■ �I11�1�11• I�I1111■I1111■I111 ■I1111■I11111111 �- • -. ,. w Io11■Ili ■1■11511■1111lei 110Ii111■ ■11111r11 SIDEWALK SEE DETAIL VERTIC& OR ROLLED CURB 4• MAX OVERHANG EACH SIDE MAILBOX MOUNTING CURB TYPE LOCATION 3. f KI �Oy D•E.S, Y . Ravi 91 r Corn he,t ate . Cam• � 1 e i ZornpYaflon Dote 0/ 1�e - ERS, P.L. Ap rov a e DEVELOPME T ENGINEER Comments: c c) w LLJ IWL. IL V_ T1_ 00 co (0 SON Q r) w► rJ o to LLI EZ ` LLw Z 0 0 X co co W Co J a cr) Z X Z a Z W 0 • a LLJ J W CO di CV) W C:) j 0 .0 q;r qt 7 W Cc > Cq Z —CSJ W C:) L0.. W 04 OL O LL1 LJLJ 0 w 0 C� Ln 0) i U I ) a LO LO CD CF) Ln LL1 ., Ln •' a C. a LiJ N w00 ' ca • a 0 4 ; :30 W Cn r_ •— C N CL Ln a) ¢ 00 I ILO LiJ z LiJ c) LLJ _J V) <W I— < in in SHEET 2 OF JOB NO. 96-130