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HomeMy WebLinkAbout02D1703o 10 20 30 40 Zt32 - END pRWATE 90tt) SCALE- I" - 20' O 4 a rw I& 'I o N <_� �ti c -4 ROCK6_0 TW : 106 `� bO 104; R K C 5HORT PLAT A PORTI O N OF SE '/4- - 5EC 19, T 21 �J-, R.5 f I CE>*2- - TYPE I z It 20 - 13, RT RIM - 106.5 r 50I- TYPE I LE = IG�4'r�O arALL SILT FENCE DLID LID) I. (wlso�lp �►) ALOrJG BAST I'KDP LIAiE o 13' RT 2+00 - BREAk IN WEDGE CURB AS 5HoWN ( PEP, PC -AIL �. 80 (,F 510-6WALE x (SEE X - SECTI m) 5LF-8"O Pic �c WASHED 0kAV6L_rRtIgCH ul ►04.9 �° PIPE (I.E.) =104.5 ' tifl'Lo'50" IDS 41.vSFE OF -TAIL) 8+op 0 0 ou D 6b £� I aCE<)< °`°�o A ^ ' . '' �X. Il•" WATE�2mAIn! 2C,f _c OL J g oI ll �� 76.00' B - EX. - � O L OT 3 0 L of0 �- �O FIR Tie:L 118.��' � •Oo /vI ° Z o "E 10� y /a 7 I� GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS. 2. ALL WORK SHALL CONFORM TO THE APPROVED PLANS AND THE RULES AND REGULATIONS OF THE 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" 2000/LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN'S STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS MANUALS. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY WORK FOR PUBLIC FACILITY EXTENSION PROJECTS. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES MAY NOT BE 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. 6. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO THE START OF WORK, 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 CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 9. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. P� 033 I or 3 /oi.LO EX. pR1V WADI EX. GAKAGE 1-o RErnA�N I✓X. Ho�sE CTo OF/VIA\ tl) OD 0 _a 0 0 107. oo' 16 ion �oD PROJECT DATA OWNER/ DEVELOPER: RKC, LLC 201 AUBURN WAY NORTH AUBURN, WASH. 98002 COI I'ACT: CARY ROE (25.1)-825-9102 ENGINEER: MICHAEL N. ANTONOFF P.E. 3316 DEER ISL. DR. EAST SHINER, WASH. 98390 (253)862-6763 TOTAL PROJECT AREA: 0.74 ACRES PROJECT DESCRIPTION: SUBDIVIDE 0.74 ACRES INTO FOUR SINGLE FAMILY RESIDENTIAL LOTS EACH APPROXIMATELY 6000 SF MIN. (6725 SF AVE.) PARCEL NO: 01921059168 SITE ADDRESS: 1035 25TH ST. SE. SOURCE OF TOPOGRAPHY: MICHAEL N. ANTONOFF CONTOUR INTERVAL: 1 FOOT CONTOURS APROX. FILL/ EXCAVATION: 150 CY. VERTICAL DATUM: CITY OF AUBURN BENCHMARK NO. IOR: RR SPIKE IN POWER POLE AT THE NE CORNER OF 24TH ST. SE AND M ST. SE. ELEVATION 107.07. (NGVD `29 DATUM) LEGAL DESCRIPTION ORDER NO. K813315-2 FROM A HUB AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 89°18'20" WEST 1604.30 FEET ALONG THE SOUTH LINE OF SECTION 19; THENCE NORTH 1'20'50" EAST 30 FEET TO A POINT ON THE NOR1 H BOI,: IDARY OF COUNTY ROAD AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE NORTH 1°20'50" EAST 301.79 FEET; THENCE NORTH 89.19'25" WEST 107 FEET; THENCE SOUTH 1'20'50" WEST 301.76 FEET TO THE NORTH BOUNDARY OF COUNTY ROAD; THENCE SOUTH 89'18'20" EAST 107 FEET ALONG THE NORTH BOUNDARY OF SAID COUNTY ROAD TO THE PORT OF BEGINNING. COAlST 5o X 2o'x I'MIAJ. QUARRY DOCK EAl tRANC E D UR I G CMs-r PHASE (P6-P- DETA IL O DEV #5) l)yEw k F_x. PR I vE w'l y 1 fICCESS TD LOT I SHALL 13E To VIA NSW R ATE 804D dvriww 1/2 s rice+" (TKit CT "x '9 - COANECr To c 0 OS ANEW A /C R04 D 45 s No WA) iE�X. EDGE b F PA VEME AIT (E P) NOTE: LIMITS OF 0_LEA1eJAJG THIS PHASE SHALL BE TRACT X" OnJLY C NsTR ciwN cFCILiFNCE 1. CONTA( f CITY OF AUBURN DEVELOPMENT MEETING. INSPECTOR TO ARRANGE FOR A PRE -CONSTRUCTION 2, CONSTRUCTION OF T gM�CESSA YO, AND AS DINSTRUCTIORECTED BY THE N ENTRANCE 3. PLACE SILT FENCE INSPECTOR. 4. PERFORM SITE GRADING. CONTRACTOR TO INSURE NO SEDIME . C LADENED WATER LEAVES SITE. 5. COMPLETE SITE GRADING, INSTALL UTILITIES. b. INSTALL INFILTRATION SYSTEM. 7. PLACE FINAL ROAD SURFACES ONTO ROAD SUB -BASE. NOTE: EXPOSED AREAS WHICH WILL REMAIN rXPOSED LONGER THAN ONE MONTH SHALL BE HYDROSEEDED. A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CUNTRACT('-)R IN ACCORDANCE WITH WAG 212-80-010. A POST INDICATOR .,ALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE TIT SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. EXPiRE:; -T —ot U / C tit 17- V G F WAS RECORD DRAWING CERTIFICATION z THESE DRAWINGS CONFORM TO 71 IE CONTRACTOR'S CONSTRUCTION t•:ECORDS. 7 BY A� �e. DATEOZ. TITLE/POSITION: la_Kc \h«`r l °7 0it 21VO�" _ CONFIRMED BY CITY., DATE w c� O�� O ' C4 Q z�0 Z o ... N U [a 0 2 mV) Q J oC 0 m vo z 10 � lU = Q � 4�C Z Q _j > o CJ 0 � O V �Q ul �+- z 0 DATE $/OI PROJECT REF: FAC"01 QQ37 DCA'#N �� r THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S CHECKED ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: �- ��7-- 5MEF-T No. DATE APPROVED: _ 112J' or' �l r 10, 0 RKC SNOKT PLAT A PORT16 N OF SE 1/4- • SEC 19) T• 21 A-) f Z5 E. ROr_�ERY TW= IDIo§ Bw- /c4 L5 2_+�2 - EAID TW .101 ? o to zo 30 l PRIVATE ROAD BW=I043 SCALE: I" - 20' 40 00 o h tK ZZ -.1" Ic �- o boo-- ti � � , _ — �/ • �-11 [\---,,— o TW 10G � ... __ . _a 0 0 \o B W 105 ° 102 . Lk MIN. I. :: W 4'�, ,i o , MIN..E• = OPS \oZ.4 LOT 4 IN FF EL= I (D-5 4,110 p C SDR 35 SIDE WEK NOT FIRE SPRINKL R. ei 2,% MIN. REQ'D. �9' \ (TYP PLACES) 1" L0T 3 10(�,5 / 118,7te' \0) <20 % y 1* AIM'* W/O -G8 ,1Ao a"' 08 ' l 0456'E PROM D E 2 SEF"ATE 2 "0 � WATER SERUtCfs . PEF, CITY SMS -SEE C•D. A. DETAIL Qe WAFS - I FOR LOT 4 DEIAIL WARM -1 FOP, FIRM SPRINKLER LIA WASM • 3 FDR LOT 2 � 3 DETAIL 3 WDIVIDUALp PE W,t TER SERVICE s r o-i j_ : FIRE 5T)0VQEK L E gNA«- 1SE S 1 1Aw,� R? Fi � f PeoTa,_n6A4 SrSTr;," leN4C. \ Nark 4 SEPERATE L1NES Td BE IAZTALLED, DIE LIME sNoWIJ FDR 5WPLICITY (SEE TYP X- SECrI0/0 711.60, � � MIAI. I E.: /0�• oa + _ � ,n3 `—mW fE /95 LF - - . ' 35 PVC to Z 03 = 0. 5 % ,5X. &1lRAGE / TO REMAIN 74-1-. mm C� . O0 10 z o "E /D? /D7 Ion VERTICAL DATUM: CITY OF AUBURN BENCHMARK NO. 10R: RR SPIKE IN POWER POLE AT THE NE CORNER OF 24TH ST. SE AND M ST. SE. ELEVATION 107.07 l01.00' LU _ .,DRIVEWAY: ,�'. �:.,. O JEX. NO USE o (7-0 REMAIAI) 0 _� FF = 169, 08 0 a EX. SS M01010,41 w RIM =11I.2--1 I . E. (8,. N) - 99, 42, L 0 EX. 8"0 COMIC Ca S. = D.,5 °�o (250 LF) NOTE : O-ON1^RMCTOR Z I � VEKIFY PE6KtTY of Ex. COW_ PIPE PR\o2 To Con15T• O REMOk,[l:_ 6X. SS C0 f z FIELD VERIFY Ex. Q ItQVIERT PRIOR TD CD STIUClW V10 PVC BIDE SEWE/: n � PRECISE L OCAT10 N TD 8E �D I PRoPETY Qw COORDINM < Ot00 3� .OWeTO O0TN ¢ 41 & S = 0.50 6/0 U U ,xx "_o _ TYPE I- 48''0 S '6,_KAWAT q f__:—�x LA ? 8-7 LF" - 8" 0 SDR 35 PVC • S ° 0, 5 % MW, LIMITS OF SAWCUT < SEE C.D.A. - •STD. DETAIL GE'PT - - .I I PAVIAIG L//VlITs (T1')?) Ex. 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F WAS y� ; t�` rt I ::::::::. i ::::::::: �Q . ..0i'(f RECORD DRAWING CERTIFICATION P - • ROJECT REF: FAC 0I 0031 DRAWN i C.MI. " .. z T P H P ARE APPROVED FOP T DRAWINGS CONFORM ESE PLANS E O ED O THESE G CO ORM T THE E CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S CHECISED ." r �SifR� 1�1e ENGINEERING DIVISION REQUIREMENTS. ,IZ3/oZ ' 5 �% BY G,ax"r M �o'�— DATE fo7— cP Jo No. sfONAL 1� APPROVED BY:0&,��wo. u �rrM� SHEET :_ p�y�L TITLE/POSITION: Xc ntk%Nxtf" Exams 2/3r 0 4- Y rft at DATE APPROVED: / D Z z ol^ -�E)CPIR� Z -p1 CONFIRMED BY CITY: DA7 E I • Y PF" o3v lof 3 i °17 01 D1 tT �F 030, 3 of 3 Gt tOro o"I