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HomeMy WebLinkAboutzS-3292Setd if i i i i I U W a z U W (3 w a a NE 1/4 OF THE NW 1/4 SEC 15 TWN 23 N, RG 5 E WM 4 �1 OF KSCS P 88206,1 RCC NO. 830 3TG0 822 �JM FNBH BOOR C-LEVATIONB LOT STORM SANITARY f 12" SD DRAIN SEWER 1 410.0 404.0 2 410.0 405.5 3 410.0 405.5 4 410.0 405.0 5 410.0 405.0 6 410.0 404.5 S 1/4 SEC 15 -23 -5 CR MON #1851 SURFACE BRASS MON WITH "X" - •-�-- -- -- - -- - -- (2/17/05) , < 93.08'» N00 38 01 E z 00 LO I ,�� — cr N t �' • co 1,./ � ! 1 f i i 1 i i •, I X• '� \ J \� . ,`: i i .,4.r�c i + L.- \ � '=• ..,mot. ' - : i . Sri ,^ _�r/'�,,, �„r,�.•• / r 'V (�``. �\%', �l/ '[A1,�-"� 1�L111,�3j co N A i' �' ! 1 Yr ` �fN `� t'i 1 �,IS �I`�,1JIId11„ W ~ .i . / ED .z; ~ 301" _.i UL I-AVLMENTT- ......_ 0 -- _ wv z -..g _ ._. _ — ._._ A01 12" WA'�t'ER CAIN z 01 -` _ ` ,_ _ — -- -- ---- -- -- -- — _� .— I _ 0 +50 658.85' - - -;-- 0 +0 STA 0 +00 - CENTER EASEMENT i 406 STA 0 +92.65 - DUVALL AVE NE N I NW COR SEC 15 -23 -5 I ,0 DWAU I CR MON #1503 FOUND I 0 1/4- PIN IN CONC MON WITH CASE (2/17/05) FH N �t / I SAN SEWER MH f RIM = 407.9 IE = 398.66 ME) ?I I 1 0 for 201 '0' W' SCAUB r - w FH FIRE HYDRANT WV WATER VALVE EXISTING TREE (SIZE & TYPE AS NOTED) EXISTING TREE TO BE REMOVED (SIZE & TYPE AS NOTED) TREE TYPE: A = ALDER C = COTTONWOOD D = DECIDIOUS F = FIR M = MAPLE T z /t 8 PVC SS A 1.00% (FIELD VERIFY) "� j1 ( O ¢I. _ WATER MAIN _ +00 N00.36\'Q1 "E +50 2 +00 - _.�. _ - - _ ' H'._ + r 237 LF - 8" PVC SAN SEWER I 8" SAN SEWER LCJT 3 OF KSCSP Ii;:;TF:(o► FEC N0. 7;1O171032 5- 32920/ vr►%_JmI`0 yr BASIS OF BEARING: N/ LINE OF NW 1/4 OF SEC 15 -23 -05 BEt*>&4AW INTERSECTION NE 4TH STREET do 140TH AVE SE. CITY OF RENTON MON X1851 SURFACE BRASS MON. ELEV = 398.55 (NAD 1983/91) RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO Cl ` STANDARDS Date.2 Date Date' PrrrMAN ENGINEERING 1 REVISED PER CITY COMMENTS JJP 12-6-05 dAPPR "'"'�"�°° _ °m HAM ,`: ? CITY OF 12 -2--05 h�QONTAL: lWAD ?YS3�1Op1 2 REVISED PER CITY COMMENTS JJP 01- 13--06 �, horz 1" � = 20' ,�„ �„ 3 REVISED PER CITY COMMENTS JJP 02-- 21--06 JJP vert 1 = 5 MB SC+► PLAT cm En�ineenn� and Core ift o ��, R E N TON NM. JoIY► J. R Mnw�, P.E. 1M BE 3ft 1* OW NAL � � TLR iMC►, DATUM 278 D HALL A NE �Yue, WA �00� jjP AT FULL Planning /Bu�ldrng /Pubic Works Dept. NO. REVISION BY DATE F E SEWER P LAN (�) U'Z -7,Z� p(PIRES: 10/14/06 � �G�t•E �CCOADNr0.v 5 8 El MAT irEO MAY i Z00` FIR450I r. ►1 V iv QC CD O w N N 4 �r tr m f 12" SD CB_ SAN SEWER wMH RIM = 407.11 _ RIM = 405.9 IE = 403.36 -- 12" (S) IE = 395.02N(N.S,W) IE = 403.401 — 12" (E) EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFOF YOU M 1-80 665 vr►%_JmI`0 yr BASIS OF BEARING: N/ LINE OF NW 1/4 OF SEC 15 -23 -05 BEt*>&4AW INTERSECTION NE 4TH STREET do 140TH AVE SE. CITY OF RENTON MON X1851 SURFACE BRASS MON. ELEV = 398.55 (NAD 1983/91) RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO Cl ` STANDARDS Date.2 Date Date' PrrrMAN ENGINEERING 1 REVISED PER CITY COMMENTS JJP 12-6-05 dAPPR "'"'�"�°° _ °m HAM ,`: ? CITY OF 12 -2--05 h�QONTAL: lWAD ?YS3�1Op1 2 REVISED PER CITY COMMENTS JJP 01- 13--06 �, horz 1" � = 20' ,�„ �„ 3 REVISED PER CITY COMMENTS JJP 02-- 21--06 JJP vert 1 = 5 MB SC+► PLAT cm En�ineenn� and Core ift o ��, R E N TON NM. JoIY► J. R Mnw�, P.E. 1M BE 3ft 1* OW NAL � � TLR iMC►, DATUM 278 D HALL A NE �Yue, WA �00� jjP AT FULL Planning /Bu�ldrng /Pubic Works Dept. NO. REVISION BY DATE F E SEWER P LAN (�) U'Z -7,Z� p(PIRES: 10/14/06 � �G�t•E �CCOADNr0.v 5 8 El MAT irEO MAY i Z00` FIR450I r. ►1 V iv QC CD O w N N 4 4 • I I I I 1 i 1 1 I I 1 1 1 U Ld a z m W O 0- PITTMAN ENCANEERING Gm E1 l d �rg Corwiltiv JoM J. PAYm P.E 4 4 w f0 w not ftwK *160 BMW", WA moos ON 511112+nn NE 1/4 OF THE NW t/4 SEC 15 TWIN 23 N, RG 5 E. WM PROFLE: ACCESS and UnLM EASEACaff SCALE: fors 1 = 20 vert 1' = 5' PROPERTY LINE FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER Li Z 2 "x 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET -' UPPER PORTION WHITE ANS STENCIL ON a SIDE WORDING "SEWER" WITH 3" HIGH Li BLACK LETTERS. AND #6 WIRE WRAPPED o AROUND THE STUD AND EXTENDED TO a THE TOP OF THE STUD. B" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING LAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 1:3:5 MIX 60" ALLOWABLE MAX. CONCRETE FOR CAST IRON PIPE OR BLOCKING DUCTILE IRON PIPE. 276 MIN SLOPE 6" MIN. HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL OF TEE AT MAIN OVER 25 ELEVATION SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION. NO SCALE o �c4 T I Al EXPIRES: 10/14/06 1 REVISED PER CITY COMMENTS JJP 12 -6 -05 JJP '"""�''� 2 REVISED PER CITY COMMENTS An 01 -13 -06 JJP 3 REVISED PER CITY COMMENTS JJP 02 -21 --06 JJP Doom area = NO. REVISION BY DATE APPR W W W W _zz r a W WLLI � Q (r- j LAJ Z W z� W Y© UQ3 It7 t U t a � © OD I z co .a II o o a�rn ao PROPOSED GRADE :. cv - - o+ + w + AT CENTERLINE �a : . . (n V 0 cn W EX E a :AT C NTERLINE •;, Z J 405 4W :.. STORM VAULT aW. I _ O :. I a _. _...._ REUSE do M -- TCH . 10 LF - 8" 900 OR DI SS O 0.5 - . 35 LF -- •' PVC 4 LF _ S A 0 +56; 2 RT --�_ SS O 1. _... C -900 SEWER M 2 395 ,(FIELD VERI ) _ R DI SS 3w M 4 SA SEWER MH 0.63X ...... RI = 407.9 LSTA +32; 5:.STA :. .. - 1 • 20 61, RT IE ,E) R H 1 SAhI SEWER MH : = 398.66 C 408.80 :.. . RIM ... IM =410.50 .. _, . IE = 399.01 ., . I E 9.70 .2 PROFLE: ACCESS and UnLM EASEACaff SCALE: fors 1 = 20 vert 1' = 5' PROPERTY LINE FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER Li Z 2 "x 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET -' UPPER PORTION WHITE ANS STENCIL ON a SIDE WORDING "SEWER" WITH 3" HIGH Li BLACK LETTERS. AND #6 WIRE WRAPPED o AROUND THE STUD AND EXTENDED TO a THE TOP OF THE STUD. B" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING LAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 1:3:5 MIX 60" ALLOWABLE MAX. CONCRETE FOR CAST IRON PIPE OR BLOCKING DUCTILE IRON PIPE. 276 MIN SLOPE 6" MIN. HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL OF TEE AT MAIN OVER 25 ELEVATION SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION. NO SCALE o �c4 T I Al EXPIRES: 10/14/06 1 REVISED PER CITY COMMENTS JJP 12 -6 -05 JJP '"""�''� 2 REVISED PER CITY COMMENTS JJP 01 -13 -06 JJP 3 REVISED PER CITY COMMENTS JJP 02 -21 --06 JJP Doom area = NO. REVISION BY DATE APPR ROLL 2 110ML. BOYD horn 1 " = 20'o ' IZONTA - we IM /1"I "I ,jP vert 1 " 5' TLR ONE INC" DATUM JJP AT FULL !GALE IFWT ONE NCH !GALE AMOlOMMY F 5.1 5- 3292x2 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I. Z i� T 4kviOAI RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO Cl STANDARDS Dater -� Date Date �. Iawe 2 -2 -05 C i T I 0 F MB SHORT PLAT RENTON COUVALL AVENJE NE Planning /Building /Public Works Dept. L..E arW DETAILS 0 I 1M • 4 d � N 0 k�4 o � c N y , 14