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HomeMy WebLinkAboutS-315212N M I c C c � C f31 c_ O CD \ I $ W J LL_ O U � Z Q Y w � Z O� � w W �Q LLJ o V) z z Q cn X1 0 V) _Y O 0 O U W P- a On c m • �I c 0 a a a n� :.o A C D l S 2 J O � I (V io II W j0u 0 ° W w m 0 0 w O 2 460 440 r A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N. o l% W U ci o WASHINGTON / I W (C 1 R CJ 1A%I`jE L' I pn t w m 0 0 w O 2 460 440 r A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N. RGE. 5 E., W.M., KING COUNTY, WASHINGTON / I 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + �2- LF 0 S.E. 111TH I 0 +00 I.E. = 456.88 I SCALE: 1"= 20' 5= 0.0200 FT /FT S.S.M.H. #7A, TYPE -1 480 STA. 95+05.01. 0.00 1 PROPOS SEWER EASEMENT NP. � p S.E. 111TH X6.6 7 10 +00 Z C L WO Q D O► • J J i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER � MFF =465 n 3 o Q3 C w U 4" TEST TEE O I 92 MFF I J4 ' 3 � � � W `PROPOSED 10' PRIVATE .J li /5= 0.0200 FT /FT PROPOSED 10' I DRAINAGE EASEMENT 1. E. +75 457.35 I I 93 I V ° HORIZONTAL DATUM- 10' PROPOSED I WATER EASEMENT /�•E.= 454.86 a a. I I i I 5 =0.02 OFT /FT 1+02 1 45.11 W S.S.M.H. #6. TYPE -1 480 SEWER EASEM NT ® S =0.0200 FT /FT NP• MFF =461 MFF =460 I a: Z WASHINGTON COORDINATE SYSTEM -NORTH ZONE STA. 96+ Ou.01, 0.00' TYP. I - ,4 __ -- -79 LF ® D - MFF -464 i V E RT. DATUM: Q I TYPE -1 480 S= 0.0200 FT /FT D 0 V STA. 91+8Y.85, 1 12.45' RT. I NAVD 88 I 5' 1 I L 'RAWN B'y "R MFF =462 I = MFF 460 SS -02 BENCHMARK: B I I MFF =462 r S.S.M.H. #5. TYPE-1 480 1 • KING COUNTY SURVEY CONTROL POINT #RFNT1045, MFF =463 I j 00 455.24 I.E. = -453:$ 453.46 STA. 1 1 + 12.24, 4.02' LT. BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. I I 1•E.=45i -4•.W ELEVATION = 467.77'. 10' PROPOSED I 30 I.E.=-452-.-24 452.77 SEWER EASEMENT I i 1--- -�" *07 LF ® 26 29 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF I I. E. = 456.06 S =0.020 FT /FT �--- LF ® 2$ LF 0 IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR I I 15 4jb.88 + / + S= 0.0200 FT /FT S�QO FT/ FT CENTER TOP OF HYDRANT. ELEVATION = 470.26'. L `� 6 S 2 S= 0.0200 I 0+14 " 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, . 95 )Q FT /FT 64 1 �\ 67 LF 8 PVC 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. _ U +2 `^ s I -Fi5LF � � 163 LF 5= 0.0200 FT /FT PROPOSED 10' \ 95 LF 8" PVC / r WATER *EASEMENT A PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE I.E. = 453 4F 0 ' � 1. E. = 455.28 E, 841 S, 641 W MFF =463 +19 456. t b I O 100 / 45 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + �2- LF 0 S.E. 111TH I I SCALE: 1"= 20' 5= 0.0200 FT /FT S.S.M.H. #7A, TYPE -1 480 STA. 95+05.01. 0.00 1 PROPOS SEWER EASEMENT NP. � p S.E. 111TH ST 10 +00 Z C L WO Q D O► • J J i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER � 16 I 1 1 - -- 5= 0.0200 FT/ I n 3 o Q3 C w U 4" TEST TEE O I 92 MFF =459 V) ' 3 � � � W `PROPOSED 10' PRIVATE .J li /5= 0.0200 FT /FT 0 I DRAINAGE EASEMENT 1. E. +75 457.35 I I 93 I V ° I I I � LF � 0 +82 /�•E.= 454.86 a a. I I i I 5 =0.02 OFT /FT 1+02 1 45.11 W PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE 1 ' � 1. E. = 455.28 E, 841 S, 641 W I MFF =463 8 "0 N 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + 455.64 S.E. 111TH STREET I SCALE: 1"= 20' HORIZ ...E. * 1"= 10' I p J e� L ... u O L a 10 +00 Z C L WO Q D O► • J J I i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER I to a a� C ' 3 o Q3 C w U 4" TEST TEE O I 10' PROPOSED PER DETAIL SHEET V) ' 3 SEWER EASEMENT W .J li TYP. 0 1 1+35 I I V ° I Z Q 459.22 Z Lu a a. 2 I.E. =4553 Li W I -9- LF ® S =0.0200 FT /FT MFF =461 MFF =460 I a: Z 0 Z - -�" �. J D - MFF -464 i Q S.S.M.H. #7B, TYPE -1 480 D 0 V STA. 91+8Y.85, 1 12.45' RT. I ]C 191 LF 8" PVC WG. 'TAME AB CS 02 L 'RAWN B'y "R I I C); $4i 1 c�NT. 0 -21 -05 SS -02 4 9 5 /IE TQ r 00 PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE 1 13' MIN. RIM = 460.E I.E. = 455.24 461.5 8 "0 E, 841 S, 641 W COVER (TYP.) I.E. = 4.1`4 8 "0 N 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' MH# 7B I. E. = 45544 I.E. = 455.OE3 TO N (CTR CriANPJEL) S.E. 111TH STREET 91+00 SCALE: 1"= 20' HORIZ ...E. * 1"= 10' VERT u Rn f J e� L ... u O L a 10 +00 SEPERATION (TYP.) 0 +52 1) I.E.= 45�.1J4 452.33 Gj� 480 460 440 d' d' SCALE: 1 " 20' 20' 10' 0 20' 40' 6AS-BUILT CERTIFICATION_ 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS FVFJV OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT g. 01F WA OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. C " A`p rs THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN co ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTI WE MAK NO OTHER WARRANTY EITHER EXPRESSED -o . OR IM ED. 31667 �1 �' STER GA WIS. L.S. NO. 31667 DATE: �''Z -Q� ExPIaES 9/13/2007 5 -3/S2 /2 - SERVICE TO LOT 17 STORM DRAIN CROSSING - I.E= 457-g5 PROPOSED GRADE ACCESS ROAD CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date EXISTING z_ GRADE 0 RECOMMENDED FOR APPROVAL BY BY BY 5' w z I OT 11 1 S.S.M.H. A7B. TYPE 1 RIM = 462.4-2-462.90 I.E. = 456:21a -8 "m W 4b6.21 (NO1 CHA - I. }y 1 L. F . 8"0 P Vk, -4 �- _ - COMMENTS 1/23/01 190.4 (0 S = 0.0059 FT./FT. S.S.M.H. 6 TYPE 1 RIM = 4 -55.24 I.E. = 455.24 461.32 8 "0 E, 8" 0 S, 6 "0 W MH #6 TO MH# 7B I. E. = 45544 I.E. = 455.OE3 TO N (CTR CriANPJEL) - - SCALE: 1= 20' HORIZ. 1'= 10 VERT. 90 +00 91+00 co t 00 to to 480 qt RIM = 458.54 41)8.,54 I . E = 461.48- 8 "0 S I.E. = 451.38 8 "0 N +.E 41 .21 ((;1f� (;i4n1JfJ' 1 ROLL 2 0 0 �44, Z 00 460 Q �D Z_ W Z =0 V U W � En LA. 440 5' w z wl Q_ a 94.9 L. F. 8 "0 PVC t� -S -I&. ©26 FT. /FT. 4 S 0.0264 FT' FT S.S.M.H. VA. TYPE 1 RIM = 465.87 464. 78 S.S.M.H. 6 TYPE 1 I.E. = 487.74 8 "0 N RIM = 46046,461-12 45 ;,.59 I.E. = 4455:24 8 "0 E, 8 "0 S, 6 "0 W (NCB C1iAr�rJE _f U; I.E. = 455: -+4 TO N F - 4�)") 08 (,'Tq CtAAI`JtJi MH #7A TO MH# rD SCALE: ' *_ o. 0R1Z. _ PROPOSED EXISTING GRADE GRADE LOT 19 Mom= PTO S.S.M.H. jj 5 95 +00 FR 115 480 460 440 KEY MAP NOT TO SCALE L j 480 la O 460 Q_ NNELED 440 92 +00 c.r 2 waOft ars eMo.• You oq 1- 800 - 424 -5555 (D,MR.IO.OR.WA) ht I. �.tSCRIPTION /DATE �j I COMMENTS 1/23/01 ESM SEVER ADJ. 2112101 SM COMMENTS 5 -5 -04 SM AS -BUILT 09 -19 -05 ESH ...E. * ST . . ........ EXPIRES 10/19/ u Rn f J e� L ... u O L a Q do c W J du Z C L WO Q D O► • J J Z w ~ C E V Z `g wo �x J a E �4J t 0 hu .. U z o Z '- � L • � •� Qr ag E to a a� C 3 is 3 X 3 o Q3 C w U >Q ua O Z V) 3 W .J li 0 V ° Z Z Q VJ Z Lu a a. 2 O Li W a: a: Z 0 Z �. J D m i Q i D 0 V 2 ]C 7H NO. '062-00' 003 WG. 'TAME AB CS 02 _E SIGNE L. H`y Svw 'RAWN B'y "R .4E CKE C' Hr: GSL -JK ATE ' 1 03 C); $4i 1 c�NT. 0 -21 -05 SS -02 4 9 5 /IE TQ