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HomeMy WebLinkAboutLUA98-161 Vol 1 - Large FormatU) 6 z m 0 Li w G w w a a N w i zz w x W) to W B A I 1 N r� z cO O 00 F-_ m O m N � >_ rn zx< O O 3�: CO U m J �. O b Q Ln `1 m N F--- C� W D j:� m w LL_ Z U cif _ a_ 0 F- z w 0 v z z 0 F- z v� w w ch 0 Of w CL am SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. LEGEND A.C.=ASPHALTIC CONCRETE (M)=MEASURED DATA SURFACE G) =ORNAMENTAL TREE BRW=BOTTOM OF RETAINING WALL P=POWER WIRE BR=BOTTOM OF ROCKERY P.V.C.=POLY VINYL -"-d- =BUILDING LINE CHLORIDE O =CATCH BASIN EXISTING • =PROPOSED SS CLEANOUT =CATCH BASIN PROPOSED (R)=RECORD DATA =CENTERLINE OF =CLEARING LIMITS R/W=RIGHT-OF-WAY C.C.=CONCRETE CURB =RIP RAP PAD C.D.=CONCRETE DRIVE g o =ROCK CHECK DAM C.G.=CONCRETE GUTTER CMP=CORRUGATED CA" =ROCKERY METAL PIPE SS=SANITARY SEWER CP=CONCRETE PIPE %=1 1 /2" SERVICE & METER C.S.=CONCRETE SLAB O =SET IRON PIN C.W=CONCRETE WALK WITH ID CAP -: =CULVERT (PROPOSED) • =SET TACK IN LEAD D1=DUCTILE IRON AS NOTED EOP=EDGE OF PROPERTY =SET TACK IN LEAD EC=ELECTRICAL CONDUIT ` IN BRASS I.D. DISC E.H.=ELECTRICAL HANDHOLE E.M.=ELECTRICAL METER (0\ =SET RR SPIKE WITH E.T.=ELECTRICAL PUNCH MARK TRANSFORMER =SURVEY MONUMENT E.V.=ELECTRICAL VAULT (FOUND) 0 =EXISTING SANITARY MANHOLE SD -STORM DRAIN * =EXISTING SURVEY CD LIGHT E.C.C.=EXTRUDED MONUMENT CONCRETE -=STREET TA=TOP OF ASPHALT CURB T.C.=TELEPHONE CONDUIT -K--+- =FENCE LINE T.S.=TELEPHONE SENTRY =FILTER FABRIC FENCE T=TELEPHONE WIRE F.C.=FILL CAP TRW=TOP OF RETAINING WALL FF=FINISH FIRST FLOOR TR=TOP OF ROCKERY FB=FINISH BASEMENT =TRAFFIC FLOW )IIIk =FIRE HYDRANT PROPOSED =TRAFFIC LIGHT =FIRE HYDRANT EXISTING =UTILITY ACCESS G=GAS MAIN MANHOLE O=GAS VALVE • =UTILITY POLE F- GUY ANCHOR W=WATER MAIN --- =INTERCEPTOR SWALE ®-WATER METER 0 =JB (JUNCTION BOX) -MARGIN LINE OR ®-- WATER VALVE =PROPERTY LINE O=YARD LIGHT LS=LANDSCAPE V.P.=VENT PIPE TABLE OF CONTENTS SHEET 1 CO VER SHEE T SHEET 2 GRADING & STORM DRAINAGE PLAN NORTH A SHEET 3 GRADING & STORM DRAINAGE PLAN SOUTHWEST B SHEET 4 GRADING & STORM DRAINAGE PLAN SOUTHEAST C SHEET 5 WATER & SANITARY SEWER PLAN NORTH A SHEET 6 WATER & SANITARY SEWER PLAN SOUTHWEST B SHEET 7 WATER & SANITARY SEWER PLAN SOUTHEAST C SHEET 8 TEMPORARY EROSION CONTROL PLAN SHEET 9 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS SHEET 10 GRADING PLAN CROSS SECTIONS B-B & C-C SHEET 11 GRADING CROSS SECTION D-D SHEET 12 GRADING CROSS SECTION E-E SHEET 13 OFF SITE WATER LA YOU T SHEET 14 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS SHEET 15 GRADING AND STORM DRAINAGE PLAN NOTES AND DETAILS SHEET 16 MAIN ENTRANCE PLAN AND PROFILE SHEET 17 EMERGENCY ACCESS PLAN AND PROFILE SHEET 18 ROAD SLOPES CHECKED FOR COAfPLIANCCCE TO CITY STANDARDS Date Date Date KEYMAP 8 q NOT TO SCALE BUILDING INFORMATION BUILDING DESIGNATION - TOWNHOUSE UNITS BLDG 2A (2) 3 BR/2 Y BA TH/DEN 1 BLDG 2 UNITS (E E) BLDG 28 (2) 3 BR/2 BATH 1 BLDG 2 UNITS (B B) BLDG 3A (1) 3 BR/2 BATH 3 BLDGS 3 UNITS (C A A) (2) 2 BD/2 9 BA TH 6 UNI IS ( BLDG 4A (2) 3 BR/2 BATH 13 BLDGS 26 UNITS (C A A C) (2) 2 80/2 j/ BA TH 26 UNITS BLDG 4B (2) 3 BR/2 1� BATH 5 BLDGS 10 UNITS (C A A C) (2) 2 BD1 9 BA TH 10 UNITS TOTAL 703 TOWNHOUSE UNITS BUILDING DESIGNATION - FLA T UNITS BLDG 6A (6) 2 BO/l BA TH 5 BLDGS 30 UNITS (HH HH HH) BLDG 68 (6) 2 BR/2 BATH 8 BLDGS 48 UNITS (GG GG GG) BLDG 8A (8) 2 BR/l BATH 3 BLDGS 4 UNI IS (HGGH HGGH) 2 BR/2 BA TH 4 UNI IS TOTAL 102 FLAT UNITS PROJECT TOTAL 205 UNITS N89*59'05"E 5'40-7�06' �ffTA1sljvcjwo1v CREST \N COVER SHEET K U T A L H � S 0 ,L COMMUNITY BUILDING #47 INCLUDES: MEETING/GAME ROOM LOUNGE WITH KITCHENETTE EXERCISE ROOM ENTRANCE OFFICE/SALES AREA ASSOCIATION MANAGER'S OFFICE HOT TUB MEN'S & WOMEN'S RESTROOMS HOT TUB EQUIPMENT & STORAGE ROOM PAVED PA T70 PLAY AREA UNIT DESIGNATION UNIT A 2 BR/2 1� BATH INTERIOR UNIT SINGLE GARAGE 1208 SO FT (50 UNITS) UNIT B 3 BR/2 1¢ BATH END UNI T DOUBLE GARAGE 1356 SO FT ( 2 UNI IS) (1 BR/1 BATH ON MAIN FLOOR) UNIT C 3BR/2 1i BA END UNI T DOUBLE GARAGE 1342 SO FT (43 UNITS) UNIT D 3 BR/2 X BATH INTERIOR UNIT DOUBLE GARAGE 1342 SO FT ( 0 UNI IS) UNIT E 2 BR/2 Y BA TH/DEN END UNIT DOUBLE GARAGE 1360 SO FT ( 2 UNITS) DOUBLE GARAGE 1052 SO FT ( 6 UNITS) ( ONE LEVEL UNIT) (WASH STATE HDCP UNIT) (6 REQ.) UNIT G 2BR/2 BA TH FLA T UNIT SHARED CARPORT 1004 SO FT (60 UNITS) UNIT H 2 BR/1 BATH FLA T UNIT SHARED CARPORT 894 SO FT (36 UNITS) UNIT J 2 BR/1 BA TH FLA T UNIT SHARED CARPORT 916 SO FT ( 6 UNITS) (WASH STATE HDCP UNIT) (5 REQ.) CONSULTANTS OWNER: ARCHITECT- SURVEYOR: JACK FUNES ROBERT WELLS CENTRE POINTS SURVEYING INC.,PS. 12207 NE 8TH STREET ROBERT WELLS & ASSOCIATES NORM LARSON BELLEVUE, WA 98005 16625 REDMOND WAY P. 0. BOX 4416 (P) (425) 453-9403 SUITE M- 466 FEDERAL WAY, WA 98063- 4416 (F) (425) 455- 9833 REDMOND, WA 98052 (P) (253) 941- 7522 (P) (425) 882- 7824 (F) (253) 941- 4862 (F) (425) 861-8471 PURCHASER: PROJECT ENGINEER: GEOTECHNICAL CONSULTANT.- BUTKO CONSTRUCTION DBM CONSUL 77NG ENGINEERS GEO ENGINEERS INC. P.O. BOX 3266 DANA B. MOWER WILLIAM CLEVENGER/JOHN KOLOSKI FEDERAL WAY, WA 98633 502 16TH STREET N.E. 1101 FAUCETT AVENUE, SUITE 200 (P) (253) 839-1901 SUI TE 312 TACOMA, WA 98402 (F) (253) 941-9985 AUBURN, WA 98002 (P) (253) 383-4940 (P) (253) 887-0924 (F) (253) 383-4923 \ (F) (253) 887- 0925 NOT TO SCALE PROJECT SPECIFIC INFORMATION 'ONING: R-14 ;OMPREHENSIVE PLAN DESIGNATION: MEDIUM DENSITY RESIDENTIAL )ENSITY: 8-14 DU/ACRE 'ROPOSED USE: 205-UNIT CONDOMINIUM COMPLEX ;ITE ADDRESS: SE ROYAL HILLS DRIVE AND INDEX AVENUE SE, RENTON, WA 'ARCEL NUMBER: 212305-9065 SENSITIVE AREAS: WETLANDS: NONE STREAM & FLOOD HAZARD AREAS: NONE EROSION HAZARD AREAS: NONE LANDSLIDE HAZARD AREAS: NONE SEISMIC HAZARD AREAS: NONE COAL MINE HAZARD AREAS: NONE STEEP SLOPES: 25% TO 40+% STEEP SLOPES ON NORTH PORTION OF SITE 'ROJECT AREA: 19 ACRES ;ITE SIZE: 64 ACRES )PEN SPACE: NONE .ANDSCAPE AREA: NONE MAXIMUM LOT COVERAGE: 50% )ISTURBED AREA: PERVIOUS: 65% OF DEVELOPED AREA IMPERVIOUS: 20% OF 64-ACRE SITE 'RADING: CUT: 61,250 CY FILL: 60,000 CY STORM DETENTION: REQUIRED VOLUME: PROVIDED STORAGE: 'ARKNG: REQUIRED: PROVIDED: STANDARD: 360 DRIVEWAY PARKING: 150 (6 H/C) HANDICAP: 7 ENCLOSED GARAGES: 156 (5 H/C) SETBACK'S: BUILDING: FRONT: 15' SIDE: 5' REAR: 15' FIRE HYDRANT SPACING: BUILDING HEIGHT: 30'/2 STORIES �JULY 1997 UBC USED FOR DESIGN COVERED CARPORTS: 102 OFF STREET PARKING: 150 ON STREET PARKING: NONE TOTAL: 558 LANDSCAPE: 10' 15' 15' i I UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. IN THE EVENT THAT INCONSISTENCIES ARISE IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY. THE CONTRACTOR SHALL NOT PROCEED FURTHER UNTIL RECEIVING WRITTEN VERIFICATION AND APPROVAL TO MAKE CHANGES TO THE PLANS BY THE PREPARER OF THESE PLANS. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIL1 TY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC7ON OF THIS PROJECT. THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. ENGINEER'S NOTE TO CONTRACTOR: INFORMATION CONCERNING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS. CALL BEFORE YOU DIG 1 800-424-5555 BASIS OF BEARING NORTHEAST CORNER SECTION 21, TOWNSHIP 23N, RANGE 5E., W.M. CALCULATED FROM RECORD OF SURVEY BY ROBERT W. BOYD RECORDING NUMBER 9404199014. SURVEYOR'S NOTES 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (CPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENTS CONDITIONS AS THEY EXISTED JUNE 3, 1998. THE DATE OF THIS FIELD SURVEY. 3) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 4) PROPERTY IS SUBJECT TO AN EASEMENT FOR PIPELINE. RECORDING NUMBER 7305100461, RECORDS OF KING COUNTY. DOCUMENT CONTAINS TRANSMISSION LINE. NO WIDTH OF EASEMENT WAS STATED. 5) EASEMENTS UNDER RECORDING NUMBERS 3431137, 3430506 AND 5274901 HAVE NOT BEEN SHOWN PENDING RECEIPT OF READABLE COPIES. 'L DESCRIPTION THAT PORTION OF SECT70N 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLL 0WS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION A DISTANCE OF 7000 FEET WEST OF THE WEST LINE OF GOVERNMENT LOT 4 IN SAID SECTION; THENCE SOUTHEASTERLY 1121.85 FEET TO A POINT 940 FEET SOUTH OF SAID NORTH LINE OF SAID SECTION AND 380 FEET WEST OF SAID WEST LINE OF GOVERNMENT L 0 T 4; THENCE SOUTHEASTERLY 466.77 FEET TO THE POINT OF INTERSECTION OF SAID WEST LINE OF GOVERNMENT LOT 4 WITH A LINE 187.5 FEET SOUTHERLY OF THE NORTHERLY MARGIN OF THE BONNEOLLE POWER ADMINISTRATION MAPLE VALLEY LOOP NORTH LINE, AS MEASURED PERPENDICULAR FROM SAID MARGIN, THENCE SOUTH 80' 23' 40" EAST (SOUTH 80' 10' 30" EAST), PARALLEL TO SAID MARGIN, 634.26 FEET - THENCE SOUTH 32' 17' 10" EAST (SOUTH 32' 04' 00" EAST), PARALLEL TO SAID MARGIN, 248. 67 FEET TO THE WESTERLY MARGIN OF THE CITY OF SEA TTLE-MERCER ISLAND PIPE LINE RIGHT OF WAY AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 486190; THENCE SOUTHERLY, ALONG SAID MARGIN, TO THE POINT OF INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF BONNEVILLE POWER AOMINISTRAT70N ROCKY REACH -MAPLE VALLEY NO. 1 TRANSMISSION LINE; THENCE NORTH 32' 17' 10" WEST (NORTH 32' 04' 00" WEST), ALONG SAID MARGIN, 502.75 FEET; THENCE NORTH 80' 23' 40" WEST (NORTH 80' 10' 30" WEST), ALONG SAID MARGIN, 1648.18 FEET TO THE NORTHEASTERLY MARGIN OF SOUTHEAST ROYAL HILLS DRIVE AS CONVEYED TO THE CITY OF KENT UNDER RECORDING NUMBER 7502070394; THENCE WESTERLY, ALONG SAID MARGIN, TO A POINT WHICH BEARS SOUTH 09' 30' 00" EAST FROM A POINT ON THE NORTH LINE OF SAID SEC77ON WHICH IS 638.89 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION, AS MEASURED ALONG SAID NORTH LINE; THENCE NORTH 09' 30' 00" WEST 1475.83 FEET TO SAID POINT ON THE NORTH LINE OF SAID SECTION 21; THENCE EASTERLY, ALONG SAID NORTH LINE, 1014.54 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION A DISTANCE OF 1265.40 FEET SOUTH OF THE NORTHWEST CORNER THEREOF, THENCE SOUTH 34' 54' 30" EAST 940 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 34' 54' 30" EAST 55 FEET TO THE SOUTHERLY MARGIN OF BONNEVILLE POWER AOMINISTRA TION ROCKY REACH -MAPLE VALLEY NO. 1 TRANSMISSION LINE, THENCE NORTH 54' 24' 00" EAST ALONG SAID MARGIN, 830 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTHEAST ROYAL HILLS DRIVE,' THENCE WESTERLY AND SOUTHERLY, ALONG SAID MARGIN, TO THE TRUE POINT OF BEGINNING. NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. DBff CO-IVS UTL'l'C TAI-ClIVEERS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 El"M 2/18/00 i ! �N am/ ' V 1 V T� / 1 D CfiES .. J Jl 1 CALL BEFORE YOU DIG "� �� - GRADING �c STORM DRAINAGE PLAN NORTH A � a � � SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. 1 Soo- 424-5555 i �. `%1 ' i f` f l / �/� x o F co - N89 59 05 E i N cnLn IN W- m W _-. ����, FORCE PAAIN 1 1 o PUMP STATION ' Ov �� EDGE 40% SLOPE 215 210 CLJ ru L r- L '{ . l 4 O t � t •-. I K�'NSINGTON CREST �n _ k. �' \ t J ,'' '��, _ � '; - _ - - '{_ __-____ -- _-- � � ; � ? a t (' t � ! ► � � , ,'\-_� �- v'' _� � ..- 3 -- C,4TCHBASIN L14YOUT CB#1 CB#2 CB#3 CB#4 CB#5 CB#6 ( m RIM 243.00 250.50 256.00 251.50 268.00 246.50 252.00 245.30 264.00 283.00 279.00 C , -" \ \ B#� - I IE DEPTH 239.00 4.0 4.0 4.0 6.2 4.0 4.0 - \1_� j-'1 �- + g RIM IE CB 7 286.00 282.00 CB 8 CB 9 CB#10 CB 11 297.00 242.00 242.00 249.50 293.00 237.10 238.00 242.50 CB 12 249.00 244.00 _ - - 215 `'c3°\ •` _ \`=~- _ - - _"�` -' `�. a DEPTH RIM 4.0 CB 13 # 254.00 4.0 4.9 4.0 7.0 CB 14 CB 15 CB 16 CB 17 # # # # 250.00 254.00 251.00 261.00 5.0 CB 18\ON # 268.00 i G� I CB#3 _.' � N '\ 40 \ ro �` 4 _ 2 \ - I,�EzEN VPO�� Og,60 00 Q SO p OF W S --2 j,Zoo ' IE DEPTH 250.00 4.0 245.30 250.00 247.00 257.00 4.7 4.0 4.0 4.0 264.00 4.0 (I j `� j T 1 w I \ 8 (I ! t 1( \ \ \ \ l X VM F UL tM VA M0�0� 0 g CB#19 CB#20 CB#21 CB#22 C8#23 CB#24/220 � RIM 280.50 240.00 222.50 233.50 242:50 231.00 ` - 4 IE DEPTH 276.50 4.0 234.00 208.00 220.70 225.90 6.0 14.5 12.8 16.6 227.00 4.0 1'\,, - �, \ .- `,- ��' . 1 � 7 Q7 ` -�1��` \1 ( _ \ N r g \ -=` % ✓i # !1 t CB#g C85 6 2 \Ot� ✓1 r \ ''� RIM CB 25 240.50 CB 26 CB 27 CB 28 CB 29 214.50 214.00 221.00 227.00 CB 30 224.50 cc) p 1 ,F - / y`, h ' - Tower - IE DEPTH 236.50 4.0 208.00 210.00 217.00 201.60 6.5 4.0 4.0 25.4 200.60 23.9 -• ' \ .,., \, ' l - > = RIM 220.00 221.00 - -- GA 1 ` (�CB#8 '� •, `\ ���• - j Po�r dirties - _ �M ti IE DEPTH 199.70 2O.3 198.80 r CB h, A 40`- \\i`�. !' \, i- - r. / / / 2� =, j Iso IN IN t - ,� ' / � �\ N N � oD \ ,,• fir.. \ /Nov p0 24� 00�234 -�o 5 po 240 `1 , - / • \ � \ \ _\ / �1 ! ,,� 2 X W of # 19 _ M A TC H L I N E A2A5 z Q \ KEYMAP -- MATCHLINE B, //, - / 1 t CB 15 W w # Lo 1L7► } m Q Q \ t A � � /P , ? " NOT TO SCALE ui / Z Z O f o � � - ,lr , i /� % ' / ! A B YO DRV Co-/vsU1TI-/vc TATCLVEERS z U O 1 • �bo r NOTE: - Z THESE DRAWINGS ARE FOR PLAN APPROVAL ONLY. THE PURPOSE OF SITE CIVIL ENGINEERING, DESIGN, LAND PLANNING, THEY ARE NOT INTENDED M m --_ FOR CONSTRUCTION. THEY ARE PRELIMINARY SURVEYING, ENVIRONMENTAL SERVICES --- ENGINEERING DRAWINGS. W O Z 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 EIS 2/18/00 7 eS:9 {„ I l rid V) Z 0 U N 0 J d rn rn 1 m 0 0 0 (I V) W 0 Z 3 0 1 1 z z W m W M z co O 00 U QD Q O :D (.0 O) Q:� N ZXQ 003: 00 U m J � O Q Y O Ln Q� N D m LtJ LL I' �Z •'> ss7 8Cj O _ ry LL- 0 0 a_ Q w \ F -- � Q \ o cn � m �IO z lrcjFjvs1lvcTojv CREST GRADING & STORM DRAINAGE PLAN SOUTHWEST B SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. 0 20 40 80 SCALE 1'=40' KEN,SINGTON CREST CA TCHBA ,SIN LA YO UT CB#1 C13#2 C13#3 CB#4 CB#5 CB#6 CB#7 CB#8 CB#9 CB#10 RIM 243.00 250.50 256.00 251.50 268.00 283.00 286.00 297.00 242.00 242.00 IE 239.00 246.50 252.00 245.30 264.00 279.00 282.00 293.00 237.10 238.00 DEPTH 4.0 4.0 4.0 6.2 4.0 4.0 4.0 4.0 4.9 4.0 CB#11 CB#12 C13#13 CB#14 CB#15 C13#16 CB#17 CB#18 CB#19 CB#20 RIM 249.50 249.00 254.00 250.00 254.00 251.00 1 261.00 268.00 280.50 240.00 IE 242.50 244.00 250.00 245.30 250.00 247.00 257.00 264.00 276.50 234.00 DEPTH 7.0 5.0 4.0 4.7 4.0 4.0 4.0 4.0 4.0 6.0 CB#21 CB#22 CB#23 CB#24 CB#25 CB#26 CB#27 CB#28 CB#29 CB#30 RIM 222.50 233.50 242.50 231.00 240.50 214.50 214.00 221.00 227.00 224.50 IE 208.00 220.70 225.90 227.00 236.50 208.00 210.00 217.00 201.60 200.60 DEPTH 14.5 12.8 16.6 4.0 4.0 6.5 4.0 4.0 25.4 23.9 CB#31 CB#32 RIM 220.00 221.00 IE 199.70 198.80 DEPTH 2O.3 KEYMAP CALL BEFORE YOU DIG 1 800-424-5555 Ilk, C8 1 A--%1 : B PONO pp p0 f I ' ; • � ' I , � 1 \ \ '\ \' � 'l � j \ '� \�\� .� � \ \'� \/ �`� , ,-'-!'->� QED OF 2�� • N.\ \ _ 245 3' MP�OM 1 I I ' , ! \ {\ t 1 \. \ ♦ \*`\ 1\ \1 , \ 50-yam _ gO ` \ / MATCHLINE A ` 1 MATCHLINE B _ 1 1• ) ' 1 1'. !F , ? \` \ , '\ '\ r _ / ! 1 s \ CB 1 5 Z 1 ' , 1 ,' + , ! ` { ` • ` •, _�,,�` ( i , '� mac'_, .. �/ - - - 'F--:. -,,y--"` 260 i\ 5 I ' I 1-. / I_ I CB#21 Ln 270 275 �;\. / )� �l ,\tA'�'� o \\\ �\ f \w\ \ \ 265 CB#20 �/ / i O f r `J \ 1`\ l\ ,r\♦\ `\ ; ijV`' 'Jty�t`q. ti y' �,- \ \ ..•\ `� i� 270 275 ", ��,' ` "� -y -. \\ �\ ` '� 280NN - 5 (n - _ , '' �•� I ' f I � f,/7 t r 2617 er- y � ` /� i�...- � / �� `... l ,J� a`�•A''�T"• t , . �\ \ I � � \ \ \ t ) I-•__-. 1 II'-- � I 1 �1 1 , _ � � y t - - - - _ - r �, / A ' ' Y 7� \ t GB#24 �O t \ MATCHLINE B. �l�,';l!t MATCHLINE B -•ter .-- MATCHLINE D a ]NI-IH3iVA �,MATCH4g IE CLEARING w w \\�\ LIMITS W \ NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE FLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. DRY CO-IVSUL Tljvc EyclivEERS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 JUL;-' ` I EWn= 2/18/0:0 LO 6 z m O zZ W X (n w in 0 2 O I I w m L4 } M� OD aid i NO z (D O 00 O :D O CT) c'J i 00Q 00 U m 3 _l r� O0�CN Ln m p m w tL_ 1111�� V) F- z w O U z z O O F- z to Q:J L.L. ct O U LLJ d r IO z ACEA1_Sl_1VC_T0_1V CREST GRADING & STORM DRAINAGE PLAN SOUTHEAST C SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. -J, --- - U�?I own /j' MATCHLINE C \\ �� ZF- A- ,\ � > ,` � � ,, � �, .\, , � .� �.� ', ���•/'.� �/ ,, ; �/%; ' �\. .`ram \ \ `,\ f � ,. do 0 20 40 8C Toe ' . \ /\ '\ J� ] \ \ \\\\ \ \ SCALE _ \ ! Toe � - - \� -� \ `"� \\�� .\ ? CB# 41- _! \ 141 E 2�6I Im U \ Lli z_ z A A . / \ \ 409 SLOPE 4B 16 48 NX ` \ \ ` \ 5 NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. CALL BEFORE YOU DIG 1 800- 424- 5555 KEYVSINGTON CREST CATChHBASIN LAYOUT CB#1 CB#2 C13#3 CB#4 C8#5 CB#6 RIM 243.00 250.50 256.00 251.50 268.00 283.00 IE 239.00 246.50 252.00 245.30 264.00 279.00 DEPTH 4.0 4.0 4.0 6.2 4.0 4.0 C8#7 C8#8 CB#9 CB#10 CB#11 C8#12 RIM 286.00 297.00 242.00 242.00 249.50 249.00 IE 282.00 293.00 237.10 238.00 242.50 244.00 DEPTH 4.0 4.0 4.9 4.0 7.0 5.0 CB#13 C8#14 CB#15 CB#16 C8#17 CB#18 RIM 254.00 250.00 254.00 251.00 261.00 268.00 IE 250.00 245.30 250.00 247.00 257.00 264.00 DEPTH 4.0 4.7 4.0 4.0 4.0 4.0 C8#19 C8#20 CB#21 C8#22 C8#23 C8#24 RIM 280.50 240.00 222.50 233.50 242.50 231.00 IE 276.50 234.00 208.00 220.70 225.90 227.00 DEPTH 4.0 6.0 14.5 12.8 16.6 4.0 CB#25 C8#26 C8#27 CB#28 CB#29 CB#30 RIM 240.50 214.50 214.00 221.00 227.00 224.50 IE 236.50 208.00 210.00 217.00 201.60 200.60 DEPTH 4.0 6.5 4.0 4.0 25.4 23.9 C8#31 C8#32 RIM 220.00 221.00 IE 199.70 198.80 DEPTH 2O.3 KEYMAP DBff CONSUL TIAW EIVICIAITERS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 la tvLy ,)A SCALE Comm 2/18/00 z co 0 00 Cy) 0 cn 0-) z x r) o 0 0c) M -i 06< Ln . [If CL Li D r-) M Li 11 d LA- 0) < C) KElvsllvc-Tolv CREST ffAA[HOLE LA POUT SSMH#1 SSMH#2 SSMH#3 SSMH#4 SSMH#5 SSMH#6 RIM 214.00 221.00 228.00 234.00 242.00 237.00 IE 206.00 213.00 220.00 225.50 226.40 227.00 DEPTH 8.0 8.0 8.0 8.5 15.6 10.0 SSMH#7 SSMH#8 SSMH#9 SSMH#1 0 SSMH#1 1 SSMH#12 RIM 242.50 222.00 225.00 243.00 250.00 249.50 IE 234.50 214.00 217.00 235.00 240.50 241.50 DEPTH 8.0 8.0 8.0 8.0 9.5 8.0 SSMH#13 SSMH#14 SSMH#15 SSMH#16 SSMH#17 SSMH#18 RIM 254.00 263.00 257.00 250.00 251.00 260.50 IE 246.00 255.00 249.00 242.10 243.00 252.50 DEPTH 8.0 8.0 8.0 7.9 8.0 8.0 SSMH#1 9 SSMH#20 SSMH#21 SSMH#22 SSMH#23 SSMH#24 RIM 269.50 292.00 296.00 298.00 286.00 235.00 IE 261.50 284.00 288.00 00 290.00 278.00 00 227.00 DEPTH 8.0 8.0 8.0 8.0 8.0 8.0 h',FXS IA'CTO1V CREST WATER & SANITARY SEWER PLAN NORTH A SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. N89"59'05"E 5W7-.061 OH,S-L-1 % 42 6B fi4) 6L� c ll 40 64 SSMH#31 I -s SANITARY SEWER FORCE MAIN PUMP STATION , � 39 6A. 38 6E3 SSMH#1 A AIL. � SSMH#9 CC) SSMT4#24 KEYMAP MATCHLINE A Ipw MATCHLINE Q-, A NOT TO SCALE CALL BEFORE YOU DIG 1 800-424-5555 SCALE 1'=40' T-.� SSMH#5 v G) co ovv Cos DBff CONSUJ,T/NG h:NG'!_NEER.S CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 F- mwnm 2/la/oo Lo 6 Z 0 7 In W 0 0 0 0 Z V) z m w Z cD O 00 rn U� o Q� CV Z X Q r4) Oo3: 00 U m O Q Ln YOB CV �a-o`� m W iI MATCHLINE A MATCHLINE B SCALE 1'=40' MATCHLINE B MATCHLINE D low SSMH#22 H#23 t ACTAISIAI-CTO-IV CREST WATER &SANITARY SEWER PLAN SOUTHWEST B SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SMH F =284.00 SSMH#2 8 3WH3iVA MATCHLINE B �.rva ... 0 3NI�HDiVN MATCHLINE E 0 w w z w �-CONNECT TO = ROYAL HILLS DRIVE U _ 12" WATER MAIN Q Q F- CALL BEFORE YOU DIG 1 800- 424- 5555 K yvslyvGTON CRUST ffAYHOLE LA YOUT SSMH#1 SSMH#2 SSMH#3 SSMH#4 SSMH#5 SSMH#6 RIM 214.00 221.00 228.00 234.00 242.00 237.00 IE 206.00 213.00 220.00 225.50 226.40 227.00 DEPTH 8.0 8.0 8.0 8.5 15.6 10.0 SSMH#7 SSMH#8 SSMH#9 SSMH#10 SSMH#11 SSMH#12 RIM 242.50 222.00 225.00 243.00 250.00 249.50 IE 234.50 214.00 217.00 235.00 240.50 241.50 DEPTH 8.0 8.0 8.0 8.0 9.5 8.0 SSMH#13 SSMH#14 SSMH#15 SSMH#16 SSMH#17 SSMH#18 RIM 254.00 263.00 257.00 250.00 251.00 260.50 IE 246.00 255.00 249.00 242.10 243.00 252.50 DEPTH 8.0 8.0 8.0 7.9 8.0 8.0 SSMH#19 SSMH#20 SSMH#21 SSMH#22 SSMH#23 SSMH#2 M 269.50 292.00 296.00 298.00 286.00 235.00 iE 261.50 284.00 288.00 290.00 278.00 227.00 DEPTH I 8.0 8.0 8.0 8.0 8.0 8.0 KEYMAP SCALE D-flff COIVSUL TIATC E-1VC1-1VEERS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OMCE (253) 887-0924 FAX (253) 887-0925 Llvs;�� MCDW 2/18/00 I 0 0 0 W N w kii 0 m W a 0 a m M N O 0 a W 3 u- z c� O 00 U Q O D ZXQ rf) OOP 00 U m J 'r;� O0< Lc) a- p m w LL lrcTjvs-[lvcjwojv CREST WA TER & SANITARY SEWER PLAN SOUTHEAST C SECTION 21, TOWNSHIP 23 N. RANGE 5 E. W.MvV ... '��■Il�rr-- terra .i�.- �- � .■� .�. -U 41 ScJ--SSMH#17 P 'S SSMH #11 /S 12 4g - 1_ SSMH#12 4A Q _ 11111m. °' w Q �o Ln z w O U z z 0 0 z in w > 0� W Li- 0 U w 0_ 0 z SSMH#14 - -+ tii�9 c'yl %I, T�yC% c tiF `Yvv SSMH#16 -�SS- MATCHLINE A om MATCHLINE C w SCALE 1'=40' - - 10-01 C_ - - _ MH#10 (MH 277) EXISTING 18" MH#9 (MH 277) EXISTING 21" - - a�ws rrna� 8 ear e - - T�� CONNECT TO _ EXISTING MH#10 N APPROX. 8' DEEP NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. CALL BEFORE YOU DIG 1 800- 424-5555 KL'NSINCTON CREST MANHOLE LA YOUT SSMH#1 SSMH#2 SSMH#3 SSMH#4 SSMH#5 SSMH#6 RIM 214.00 221.00 228.00 234.00 242.00 237.00 IE 206.00 213.00 220.00 225.50 226.40 227.00 DEPTH 8.0 8.0 8.0 8.5 15.6 10.0 SSMH#7 SSMH#8 SSMH#9 SSMH#10 SSMH#11 SSMH#12 RIM 242.50 222.00 225.00 243.00 250.00 249.50 IE 234.50 214.00 217.00 235.00 240.50 241.50 DEPTH 8.0 8.0 8.0 8.0 9.5 8.0 SSMH#13 SSMH#14 SSMH#15 SSMH#16 SSMH#17 SSMH#18 RIM 254.00 263.00 257.00 250.00 251.00 260.50 IE 246.00 255.00 249.00 242.10 243.00 252.50 DEPTH 8.0 8.0 8.0 7.9 8.0 1 8.0 SSMH#19 SSMH#20 SSMH#21 SSMH#22 SSMH#23 SSMH#2 RIM 269.50 292.00 296.00 298.00 286.00 235.00 IE 261.50 284.00 288.00 290.00 278.00 227.00 DEPTH 1 8.0 8.0 8.0 8.0 8.0 8.0 KEYMAP F RHO NOT TO SCALE D11ff COIVS U _L 77ljVC EJVCIN�E'RS"ol CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES � ST /i 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 M"M 2/18/00 t r4') z c0 O 00 U C0 Q O ZXQ PI-) OQ3: 00 U m J � �a-o�' m w LL- 01 m V) F-- Z W O U Z Z O O Z (n W 0-1 ll 0� O U ry W 0- .- I Zo .ffTA S1VCTO1V CREST CALL BEFORE YOU DIG TEMPORARY EROSION CONTROL PLAN 1 800— 424— 5555 SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. N89'59'05"E .06! ioiN\fix\ - _ \\0tttt`t` \ -� \\,1 � •.� � A'` 11 �\ '".' `' ' ' — ``` -- -, �. _ ._ A ji � -- I i J i + J J + 1 i J J r! 1 v,, ,� 1 ,` ,`` '-\ \{(1t�'i- - - _�; 1`Jl i+�rrf► f;,r�i. s, f(JJ { 1 %i;, � 0, RCE M PUMPSTATION� � aox s�OPE % -�; 215 z,o�- Bit__. + ` i - �,�- A , 38 6B �` i I J' JJJ iJ J+ 1; , i I _ ` . A II _FFY�-S / G - I F 3 1 .00 T ! �� � \ —•�--� ;1 '4- (j M"t �ri� ,1 j; .1\ \ �\'�:,�': - ;. ,, ,' �ti`�� _ - /..-�74-- \ = i 1 , j + ! � �' 4 \ �\ \ =-- ._ � r f _ J F-`-__. `- \{ } _ M. - rh ` . 4 i'� `\ `\ \� �.�-`� ?`�� _ / f \ \ q !►p�R _ --- - — SCALE 1' = 6 0' 2151\\ '�` - _ ~_= v 1 47 C <.- :AX if NOT D co , ` of cis co ul M `,I, ,1\ \ \ \ \ \tl �1 �z�° \ \ \ \ f '\I p t t1 ` \ \ , \ 1 \ �\ ��, n. , , �' 1 aEtE of e Z00 a\ o, \ �, \ - \ \ !\ 11� 245 77 \ 260 �- \ J �;;�� �� + :, 1 J CLEARWG- \ f '� t `\ , `t', -� -\ \��r� �`�C ,y _ ! i�'.- / ��,,,At—\ i'' , r . ; i ,`✓� ; - v'=� 1 �, �' LIMITS f,. y. \',\ V S.270 ---\ /' /• - r / % J T \ s !�"rY'f�� -,���1 P`�h �C"�- _ J �'� • /.```'•�` \ \ `\ .\ '\,` 1`. � .� ' '/ / i ' ?� Ir \; �^� FILTERFABRIC 6v+ �70 FENCE `l-rF/4�}� .�_\ 1-ram' - \ -11� -00 cp 1l\,'\ �>� ', - - , `nJ,� F-- !: - / ' f\ r, \`t;•\ , , ,,, / \` 1• �'�1 y ,1� `\ >y, O `T% \f 1`a .T�' 1' ' 1t 1 ; ; � � ` ' � � r' ! l� % / �• / / — ���_y,- � ��-' ` � \ \ \ \ \ � , \ � \ \ /f '�� ; \ J _ I ` 4A � — J (} FF51.001 13 1 1` 1 I, i I r14 4J. 1= -�'t� .-I f =( /( �- // _ - __ '\_-\- \- \ \ \ ``• V'`. \ \,\ \ \---.`"'_. \ \ \ \-rc...�_�1�� L7{=` \\ -�,_ f( ^I�JVQ, TB� \\ - i (` . \ NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. DBff C0-1VSU1T1-1VC EATCIAITTRIS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 TO SCALE maum 2/is/oo AOD NO z co 0 00 F-- C) U�pQ 0 D� rn cf) rn Z X Q 003: 00 U m � J to 06<Ln a- WQ m W I 0 40 80 SCALE 1'=40' 1 ACTATSIATCTOAl- CREST GRADING & STORM DRAINAGE PLAN NO z co 0 00 F-- C) U�pQ 0 D� rn cf) rn Z X Q 003: 00 U m � J to 06<Ln a- WQ m W I 0 40 80 SCALE 1'=40' 1 ACTATSIATCTOAl- CREST GRADING & STORM DRAINAGE PLAN NOTES AND DETAILS SECTION 21, TOWNSHIP 23 N. , RANGE 5 E. W.M. APPROXIMATE 1 "-1 OC CALL BEFORE YOU DIG BIRD CAGE P 1 800- 424- 5555 I�—A-7 zn IL T r� z co O 00 �:-- rn _ m U (0 Q O o Q) U7 0) 00< 3:00 ~ Om�. J 0 Ln Y rY N CL W � � 0 m W w W Q W a I I i � U c� a_ n Q Z � Q o W x x � m V) z w O U z z O o z cn w Of O W N U cr w a_ i 0 ti Z W m W O z NORTH KEvslry✓CT011' CRESIT GRADING CROSS SECTION SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. CALL BEFORE YOU DIG 1 800- 424- 5555 SOUTH q 260 I 1 f 255 i -- ---- -_____--_ _----- - ------.�__ + —_- 1 ! 1.0% � 250 ; ---4- ---------_ _ _- - - — - - - -- -- _ - ------ - - -- -_ - --- - -- - 245 _ --_--------- - _ - .� _ ----- —_ --- - -- - - ; --- --- - _ - - , - _ --- - --- -- - -t---- - -- -- -.- -- --- -------- _----- --_ 240 - -------- _.._- - -- _ _ 235230 ! i 225 � 220 l { -- -- -- -- - - -__ -- - - - - _ - - - _ - - _... - - - i - -- - - - - - - - - - -- - -- - ---- ---- -- 215 A- -- _ - _ - -- - — --- — ---- -- - — - - --- -+ -- - --- - - — - -L - - - 3.B% i { 210 ! 205 100 200 300 400 WEST 9PIC, 500 bUU SECTION B-B HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=10' /UU Yuu EAST 265 260 260 255 - . 255 250 250 2 245 --- ----- - -- -- -- 4 _ ! \ 5 240 �— - -. -- -- - _ _ ------ - ---- -- - - - -- --- _ . - - - --- - -- -- - ---- --- -- - - -- -- -- - --- - -- - --- -- --- - - -- - - -- - - - - - -- .._. _ - -._ - - - -r - - -- - -- - ----- 240 BLD. 46-BA 4.590 235 FF=240.00 I - - -- - - - - - 235 ! R i 225 225 220 i i - - --- ----- -- - _ ---- . - - - -- - -- - - ------ -- ---- --- -- - .__._ - 1 220 i � i { \ 215 215 BLD. 38-6B \ FF= 216.00 210 210 - - - - __ ---- --- _ ---- - --- - - _ -- - ---- --- - ---- _..___ -� -- -- - - - - —___ -- -- ---- --f - -- -- - - -- -- - -- ---- - --- — -1 ..__..-- ----- --- FF=214.00 205 205 1 ---- ---- ------------_.._ _ ------ - ----------+--- - ---- - - _ - - - ------------- ----------__� . .- __ --- -- - I , 200 4 , 1 200 I _ - -- - - -- -- -- - - - - - - - - - - - - - -- - -- _ -------- - - i 195 i I \ 195 _ - - - -- - - - -- ------ -- - -- - ---- - - - -- - ------ -- _-- - ----- ---� ---- -- - - --- - _ - - - - - - - --- I j I j 190 19 0 - - - - - • _. - _ - --- — — - _ ------ -- - ------ --- - - _ _ -_ - --- - -- -- - - - - --- -- ---- - - - 185 i 185 50 100 200 300 400 500 SECTION C- C HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=10' Ml E POWER LINES 260 - 250 245 240 235 230 225 220 215 210 205 200 1200 N iT TO SCALE SITE PLAN �� 600 700 800 900 1000 IDBff COATSUI. TIVC EyVCIAITER : o NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. I CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 v ziTre �Q18TEg�'' `9loNv. ��G1 1 4DA 11 1_SljVC_T01V CREST��CALL BEFORE YOU DIG' GRADING CROSS D SECTION —D 1 800-424— 0 5555 a N NORTH SOUTH SEC TION 21, TOWNSHIP 23 N. RANGE 5 E. W.M. , 300.00 k h 295.00 O 00 , INTERSECTION ! 4 m j OF ROAD o o Q ` N cy290.00 ZX � oo C) M I i I _j i I 00< f- a- w a o N m W 285.00 i I � Gi N t I I i 1 I , i 275.00 ' I n GRADE m 270.0004 �ST1NG .-r -- ------ --- - _ -- - - - ._. - - - _ - - -- - -- ---- -- - -rt i / I o /a 265.00 \ O B N 260.00 _ < MAN MADE PILE OF DIRT I C 255.00 , _ I I • NOT TO SCALE N 250.00 Ir � _ . � � / rod � F� • ��C 4�� y I " 245.00 i i G�PO� D �-° I GS W iS 240.00 —.1 Q ` I ♦ U a Q I POWER LINES I I I � 235.00 �— I < ; PROPERTY LINE W x � I _ x 230.00 I SITE PLAN _ i INTERSECTION 1 OF ROAD I 225.00 I :- _ _.____----...--- ---. ____._ .._ _. --_L._ Z LLJ O U oo DA TUM ELEV w � 220.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 900.00 GROUP E I o SECTION E SECTION D - D B. � CONSUL TING �'NGIN�'�'B,S' -DBff �� 0 w HORIZONTAL SCALE: 1 =40 VERTICAL SCALE: 1 "=5' NOTE: Z� THESE DRAWINGS ARE FOR THE PURPOSE OF SITE CIVIL ENGINEERING, DESIGN, LAND PLANNING, PLAN APPROVAL ONLY. THEY ARE NOT INTENDED Z SURVEYING, ENVIRONMENTAL SERVICES m FOR CONSTRUCTION. THEY ARE PRELIMINARYLJ r f joH�,B� ENGINEERING DRAWINGS. .- 0 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 �UPME4 2/lE/00 0 z m 0 C 0 J a rn rn I M N W H 0 J a zZ W K X O� 00 ! �N I rq r-r) Z (D O_ 00 C)cDQ O 0) v) }- rn O XO� 0� 000 U m J � OY C):� N F -- a_ W � � Q m W I I_ r 11111■ z w O U z z O O z (N Li > W O U 0-1 CL 1O z 290 W- 270 260 250 240 230 DATUM ELEV 220.00 AcT-1vsl-1vcjTo-1v CREST GRADING CROSS SECTION E-E SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SOUTHWEST CALL BEFORE YOU DIG 1 800-424-5555 rB -- -- - -- T T ww itvv o+UU 7+00 8+00 9+00 10+00 11+00 SECTION E-E HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=5' NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. D-8ff coyvsuL -r-lyvc ExclyVE-ERS ? CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 �Igrt �,9 MCPWM 2/18/00 I 260 250 240 230 220 Z m 0 w w V) W V) cc aW a V) w V) D 0 Z 0 0 i 0 0 z 0 V) Z m w Ln00 w L Ln 3 C 4 Z r O Qo 00 U Qc) (3) O : O-) N Q r— V) Cn zXi►") O0Q 00 U OOJIn Q Cl- N � o m 1 z Q N O OLLJ� ch Q 3 N z S w 3 z ..:2 m. 0 10 tl U a Q w � Q : m KENSIN G TON CREST OFF SITE WATER L A YO U T SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. 390 380 370 360 350 340 330 EXTEND NEW• 12: D.I. FROM CEDAR RIDGE e' TO SI TE FALCON RIDGE 1p / < /BEATTLE G LIGHT TRAI TOWER 5Z 6 N SCALE: 1 "=400 AREA WIDE VIEW 21 I1 i PSPe P 1 SEATTLE CITY LIGHT TOWER UZS SCALE: 1 "= 52 LOCAL VIE 1 o � 2" `IDRi�q '` - _ • O N OFF SITE WATER PROFILE MATCHLNE EXISTING GROUND- - - - - - - - _ - - - - - - - - - - - - - -- - - - �...�,. - - - - - tXISTING GROG - - - - - -ND ---- ------ 4' MIN — — — — — -------------- - - -- COVER 1 j i I REMOVE EXISTING { 8" CAP do 4" BLOWOFF i i , I i i I i I r ; I i I 1•------`"'� I f I ± I f j , ! I ( I i i � � � I �------- - 1 -�- _---j--_ 1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 5+00 94-00 1( MATCHLINE ---- - - 380 -�-- - ----�------- --�-- - � - �--' -f- - -- � I--- -}--____ I _. , 370 � I i I i Y , — STING GR I ! I ; I I I `. I _ i — � I I - -• � � I � { 1 --� I 1 1 F u N 1 1 I 1 - D � f I .— 1 - t i 4' MIN I , --f — I 4' MIN 4 I I i 360 COVER -_.;.. } _ _ �_.. ---- - ;_—_- i — COVER340 350 --- r-- - -- --�- 320 9+00 10+00 11+00 \ / I1110 ' i I i OFF SITE /4,- WATER __- XISTNG _-R_-O-AD PROFILE .tom 1-. .�.... t... HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 = 20 290 f I EXISTING DRY f CREEK 280 —4- DBM CONSU CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 260 iii i i I ,�--- I I ; i f 1 I ► I± ' I I 240 , } 12+00 13+00 14+00 Wnf%7 16+00 17+00 (SEE SHEET A) ------4 --- _•..� I 1 4--- i 380 370 360 I a 350 ! � i 340 i 330 y i � 320 I � I 310 TIE INTO - t PROP6SED 300 12"WATER LINE SEE SHEET A I _ 290 I I I I -- + ' i 280 '-j-----� 270 LCOVER _— _._ f i 260 250/ 18+00 } 19+00 390 380 370 360 350 340 330 00 Y Z Z W X 4 i z 3 0 Z 0 Z W m W A A co aV n O 000 U c� Q O D �p OD zx< ►") 00:-�::CC) U m J11-1 2)OY O < N 0_ w .� o m Li •N ti 00 Q i V) m N Z W O U Z Z O O Z cn w W O U D= W O` IiVIV IiRL I L ULVVn CONCRETE BLOCK ANCHOR 1' MIN 6" MIN 6" MIN CONCRETE BLOCK KEYED INTO UNDISTURBED SOIL AS SHOWN SECTION A— A N TS 3/4" DIA. SMOOTH BARS EQUALLY SPACED (4" O.C. MAX) ACE_1VS1_1VCT0_1V CRESIT GRADING & STORM DRAINAGE PLAN NOTES AND DETAILS SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. STRAP —FOOTING aLu ANCHOR A PLAN VIEW NOT TO SCALE LOWER STEEL BAND 3/4" THICK X 4" WIDE FORMED TO FIT IN GROOVE OF C.B. RISER a �•-I SMOOTH VERTICAL BARS HOOK CL„,.,, ANCHORED TO C.B. RISER TYPE 2 CB C.B RISER DETAIL HOOK CLAMP NOT TO SCALE 6" MA} NOTE: FOR HDPP, PIPE MUST BE FREE TO SLIDE INSIDE A 4' LONG SECTION OF PIPE ONE SIZE DIAMETER LARGER. 1" MIN DIA. STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE CONCRETE FOOTING KEYED INTO UNDISTRUBED SOIL AS SHOWN )IA. MIN STRAP PIPE ANCHOR DETAIL SECTION B—B Y ADOPTED NTS crrr0REN•roN STANDARD PLANS �F N �= LST DATE: 12/96 :17" DCVJ DT /ISION BY APPR DWG. NAME: BR 1 1 SP PAGE: B004 15• TYP (SEE NOTE 1) HOOK CLAMPS (4) PLACES EVENLY SPACED SEE DETAIL BELOW A PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/BOLT AND PROVIDE LOCKING MECHANISM (WITH PADLOCK) ON LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW. 3/4" THICK X 4" WIDE LONG SMOOTH BARS WELDED TO UPPER AND LOWER BANDS (24 BARS EVENLY SPACED SEE NOTE 1.) UPPER STEEL BAND 3/4" X 4" WIDE 24" SEE NOTE 1 SECTION A -A NOT TO SCALE STD. GALV. STEPS NOTES: 1. Dimensions are for installation on 54" dia. L.B. For different dia L.B.'s ad)'ust dimensions to maintain 45' angle on "vertical" bars and 7" O.C. Max. spacing of bars around lower steel band. 2. Metal parts: corrosion resistant, steel parts galvanized 3. This debris barrier is also recommended for use on the inlet to roadway cross - culverts with high potential for debris collection (except on Type 2 streams). OVERFLOW STRUCTURE *0\ ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR13 SP PAGE: B040 NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. HIGH WATER MARK (45 FEET) BIRD CAGE SECTION A- A HORIZONTAL SCALE: 1 "= 20' CALL BEFORE YOU DIG 1 800-424-5555 TIE RIP RAP\ INTO EXISTING BANK ROCK DBff CONSULTING ENGINEERS CI VI L ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 —tom 2/18/00 Z W x W 0 x 3 0 i Z 0 W m w n z cD O 00 U �p Q O V) Cn OQ<: 00 U m Oo< Ln W � o m w I 11111■ z w 0 U z z 0 0 Z w �j 0 U w d �I0 z SLOPE ANALYSIS #2 SCALE: 1 "= 40' 40% PLUS SLOPE AREAS SLOPE ANALYSIS #1 SCALE: 1 "=20' 40% PLUS SLOPE AREAS A_7F_jvsllv(;_Tolv CRTSIT GRADING &STORM DRAINAGE PLAN NOTES AND DETAILS SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SLOPE ANALYSIS #3 SCALE: 1 "=20' 40% PLUS SLOPE AREAS N I E-130. 55 OUT I E-130. 55 �0 90 INSTALL PIPE ANCF WITH NO MORE THAN SEPARATION (SEE DETAIL) 300 45°BEND I i L_ _ -BIRD CAGE (SEE DETAIL IN IE=47.3 OUT IE=47.3 CALL BEFORE YOU DIG 1 800-424-5555 TIE RIP RAP INTO EXISTING BANK ROCK 200 100 NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. SECTION A —A HORIZONTAL SCALE: 1 "= 20' VERTICAL SCALE: 1 "-10' ORDINARY HIGH ELEVATION— 45' CEDAR RIVER 150 125 75 50 25 Pgff CO-IVSULIING EXCIAITERS /,B,� CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 312 AUBURN, WA. 98002 OMCE (253) 887-0924 FAX (253) 887-0925 �13TZ�i� r Em'u= 2/18/00 z z W x X W m rn Q) LO r�_: tP O rb CU C C O 10 to z m 0 tJ W W Q a rn w W 1 Pj zz L x w 0 0 x z 0 O 1 I z N z w Z co O 00 C� cD Q O � N U7 O) Zx<r� 0O3: 00 U m I-, J � OLn r N a- LiJ Q m LiJ II .. � n .. N U 0 a_ a ul- Q I m 0 F-- z w O U z z O o z cn w o' w 0� O U w d O z 310 300 290 280 270 �Wlll 250 DATUM MZV 245.00 fif;CREST EMERGENCY ACCESS PLAN AND PROFILE SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SOUTH EMERGENCY ACCESS ROAD i i i POLES WITH CHAINS TO STOP TRAFFIC `A0E I � I PROPOSED GRADE 9+00 8+00 7+00 6+00 5+00 EMERGENCY ACCESS ROAD PROFILE SCALE: HORIZONTAL: =50' VER T7CAL: 1 "--5 . i 4+00 -o B+UU p' I I O I 296 298 I , 1 � I I I I i i l j 1 � KUHU IN I LKJtC, I iUN 'I I 3+00 2+00 1 +00 NORTH 310 300 290 wle-1;, 270 i 260 I i I 250 1*00 0 /00 304 Ni (D -A ti �'V Q ti Os �NA) c� POLES WITH CHAINS TO STOP TRAFFIC omm— LE CALL BEFORE YOU DIG 1 800-424-5555 0 40 80 SCALE 1'=40' NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. D-8ff COA[SUZ -TIYC EjVCljV_FTRS CIVIL ENGINEERING, DESIGN, LAND PLANNING, 21 SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 EanFm 2/18/00 0 Z 0 c 0 0 U � QCn O :D 0 C/) C>7 Opa 00 U m J � O O Ln Y � I— IZ LJ N :D p m w LL_ o _II 2 � Z Q 0 w N _ 3 z 2 m 0 60 LL a Q Ld � Q m V) Z LLJ O U Z Z O O F- Z LLJ j � W LL. Of- 0 U Of LLJ a_ 0 ` 1 R ram.: i \ 1 J o (J) 1. , e)a\ .02 FT./FT. - 24' - CENTERLDC ROAD SECTION WITH COVERED PARKING NOT TO SCALE K�7,SINGTON CREST ROAD SLOPES SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. N89'59'05"E 536�A&' i�u1•h�' i 19' COVERED — — PARKING 30 0 120 SCALE 1'=60' /awmew Aftft NOTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. 20' CENTERLDE 02 FT✓FT. I -na FTlFT ROAD SECTION WITH PARRALLEL PARKING NOT TO SCALE - 20' CENTEF11K NORMAL ROAD SECTION NOT TO SCALE CALL BEFORE YOU DIG 1 800-424-5555 8' PARRALLEL PARKING a 4' COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6' C❑MPACTED DEPTH CRUSHED ROCK BASE COURSE a � a . 4 d. Q 12' SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION NOT TO SCALE DBM CONSULTING EXCZMEERASY CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH AVENUE N.E. SUITE 312 AUBURN. WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 loa ttlG ZMn= 2/18/00