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HomeMy WebLinkAboutR-37761324" ADS - VH .1 9. 910 (E ' 119.) 118.85 (f!) i 18.65 (VV) L 6!H 1 58 ( � r•( Y, PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE. SE, W.M KING COUNTY, WASHINGTON LCJLATED DIRECTION OF TRAFFIC — EDGE OF TRAVELED WAY - �7A'O INTERSECTION R— 14 TBM \� I` w ro SSMH 3123059080 SSMH �� /�� / / /�, 2' 1r ._. 1 TIP. \\ RIdt =1°E 98 RIM= 171.82 =m. zs (crR. cnANaFL rs,e.W) ry =1628s (GIB A14 V `." IfV= 119.4. (ABANDONED 12 DIP, n') CHANNEL EW) OR i 0 U O I A/C DRIVEN /AY / INV = 112.93 24' ADS SDMH l 11687 INV 111.62 (NE) P,l, 111.57 (S) A/C DRIVEWAY /, SS!A4 RIAI =1 15.38 1,49= 105.61 (S) INV= 105.71 (S) I a I' B Know where below. Call before you dig. I/ T I L I7 Y C O NFL I CT NO T ED.• CAUTION.• THE CONTRACTOR SIAL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THEE PUNS OR NOT, BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR TO CONSWC770M THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -800 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UITOTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUNS ARE 114SED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUSIECT TO VARUTKTN. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SIWl CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CON57RUCIION Y�T7T /T/TTJTT�� /T / TT�T7 lT //77T7T�/- GT PAVEMENT , SOUTH 55TH S - �'���'�" TT7 —1 >< /-7/7—/7 /-7-/7-/-; i-- - - -- _ '— - -- - - -' - I%'v-1 A4i�4— IP/ 1 5902 CILOFR0W .. r S 12 0631,56 0 Sp827.051 900 8 SS 1982.60' I- 165.65 IN 172.83 14 +94.63 G- 3r nom. lCR TzS — T — T T 3 82O T 12 CO 267 4,' 86 I! k- �-�- � ,� 5] hGAS 30 12'rUP F — 87.S" E- -86.47 .O.W. R.C. R/1' gg, � - - - �- - -? f - T \ ---- _ - - -_ —, GRASS I LOT #17 I LOT #1 a I a ^ b rrousE w L - J j- _ _ - -- _ _ — y J r— - - - - — s. 0 or — — — — — — — — — — LOT #16 LOW % L .0 nANTER - - - - - - - - - - - - S89' '28"E 135.23' a r r ^ O 0" 1 1 I TRACT 998 zoo LOT #3 LOT #15 OPEN SPACE I I i+ {—� LOT #14 12. ' ISO' p I ROPOSED MA1LBOx LOCATION _ _ _ _ _ _ _ _ aq erR A 1 +BO.n, iB.50R o - _ - - _ 1 -12 UNIT 2 11 G VA77L 61-0 ( 8 UNIT CBU r------- - - - -�1 h /20' ACCESS - & UTILITY �0 n I L_ - - -- J 1 L/ EASEMENT - J 0 LOT#4 3 r-------- - - - - -1 .. ) _F - - 7931000153 ACCESS GRAVEL LOT #13 / j LOT #S ROAD — -- w II . \ 5' UTILITY EASEMENT LOT #1 Z L LOT #6 IT TRACT 997 i NOPA �� L - -- J LOT #7 FENCE POST P.O.W. a tK a 5 6 Ern i I I 1 TP `^ w ' ° [4--20' ACCESS & x L_._UTLITYEASEMENT - - - - - -J TP 9 �T® / I i LOT #I1 LOT #10 I LOT#9 I �� — — ----------------- x y I LOT #8 n II III III 111 � x yj It L- - - - - -J - - -1 —� L - - - - -J L----------- - - - - -J w' °1 N 88'27'05" W 352.63' u ° 8557200010 !) m N 3 6 / 8557200020 8557200030 855]200060 8557200070 8557200080 14• MIN 5• W MIN. MA IL B OX ENCL O S UR E D E T 41L PLAN VIEW NOT TO SCALE SCALE: 1" = 30' 30 15 0 30 60 Atv =CANLOCKER GROUP TYPE III CLUSTER BOX AMERICAN LOCKER GROUP TYPE III CLUSTER BOX 16 UNIT 48" z 78" CUT -OUT TO BE FILLED SUPPLIED BY CONTRACTOR BY POST OFFICE DEPARTMENT CONTRACTOR AFTER PEDESTAL j ANCHOR INSTALLATION U h b r3'—J" MA I L B O X P A D DETAIL PLAN VIEW NOT TO SCALE 8- i/2" O Y p n R- 311613 NOTES 1. FOR ACCESS AND SUBCOLLECTOR STREETS WHERE THE POSTED SPEED LIMIT IS 25 MPH OR LESS FOR ALL OTHER STREETS, MAILBOX TURNOUTS CONFORMING TO STANDARD DRAWING 4 -190 WILL BE REWIRE. 2. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION It-Ta&p Tp (s1A/M-• 3. LOCATIONS OF MALLBOX'ES ARE SUBI£CT TO APPROVAL BY THE PLAT' DIRECTOR FOR ACCESS AND SIGHT DISTANCE REQUIREMENTS, 4. COLLECTION BOX UNIIS (CBU) INCLUDING PEDESTAL, BASE PLATE, BREARAWAY BOLTS AND ASSOCIATE CONCRETE SUB SFWLL BE INSTALLED BY THE CONTRACTOR. 5. PRIOR TO RECORDING, KEYS TO MAILBOXES %ALL BE MMS(ED AND DELIVERED 70 PAUL CiARLTON C/0 USPS, 3102 HOYT AVE, EVERM. (425) 256 -1430 CD- k-_3-2746 13