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HomeMy WebLinkAboutWTR2703214.2V) 6i Q 0- Ln Q� ud 0. aw SE 1/4, SEC. 039 TWP. 23 N 9 R 5 E2 WM 0 6 z 04 0 0 m uj < + + SEE SHEET 1 OF 5 �D A-, < + r) - ry < < Cr- > Lij —J F— (I- :—) 7, 0 0 _�::) Of M 0 n F- C) Of LLI Lj (JO 0 :�: 7' Z 0 :D F— V) LJLJ F— 0 < F- C) 7r 0-) Ld .q- ry S_ 0 _j < 0 (n 0 _j CL C) ` E 0 3:-0 c) E-4 LLJ a' LJ E E E C: C z af 0 m 0 fy 0 0 w CL x LLJ m z 0 V) 5; Ld ly- LEGEND T �- _("� 0 1 <�z Ix Q) E r' + n ' F CORNER 0. 6' 'W & 0 6' N 7N ol �IWOOD SHED �xtx i 4\ �D Q0 + 4' W CONIC. FLOOR OF PROPERTY CORN tx C� 0) e SEE7_ REBAR WITH xc�l X_� 'j + co Q) RED, CAP LS J,NIF x r 7 �x < + ;'7 -AL 2807 Ak R AJ ER Rr7*49'07"E S D i il q 1 \ <9 120.01 + Qj 0, 4 + k 0) 1*7 '1�2 5� N 9 ""ORNER C OF-�PRC. 41 + DE C 22 W �D �D -A, /�D + 0 7� �D .4- + V '�_3N 41 6 + (0 + C) N t -, tX + 9 + +(0 I.Y < - A� + 4. < X\ Q) 0 tx CP + + % C) 0 + 'b- Qj 61 4- �,ID Q) + C� + N(� + (0 Z C �,N (�D + 0 + 0 QT) (�D + 0 13 C t N�' 0 < 41 + Al- 61 N; 0 �D -0 + �D A"i" Nr."R7HERI...Y EDGE I I - C& WATIER I-EVEL D� 41 C - 0�, 4-rD + 0 C� 0 �D 0 b + tj c) + p 61 + 41, 01� + t �D + x '0) cl� Q) 7 + + + + A + lb+ + N D WET + 7 > �D tx FILAGS JYP.) 4 951 �D (0 4 41 L lb + + —bo F R A (0 + tK WITH QO (b 4- D C�b C + + NO C� 39? 0) Q) ID '5 - p �� + < b+ v I E 390. CC + V, + __1344_4 C", A_rA AREA LIGHT MW MONITOR WELL -Z + + 6 J �� �\\ " " - < Q), Q) + Cj Q� PL PLANTER +0 14�� "I _ I a - N + i Z, �/ll " - "k-1 T' \+ Cj A/C ASPHALTIC CONCRETE OH or O/H OVERHEAD POWER LINE EDGE OF ASPHALTIC CONCRETE E or P _�l lx� j, + B.M. BENCH MARK N\ + C) PAINTED LOCATION + (0, (P) �D' + BUILDING LINE or PM PARKING METER A- V 3� +D' Xl\ N + + N + or CATCH BASIN PS PARKING SPACE 0 < + ty 2 RIGHT-OF-WAY PEDESTRIAN RAMP CENTERLINE OF CP + OR HANDICAP PARKING tx N _4� + Q) C) �D' PVC POLY MNLY CHLORIDE cc CONCRETE CURB + PROPERTY LINE T I '�' - ' + 0 lc� 4� /1� I - 41 A 0 CD CONCRETE DRIVE IE /�' I - - - -------- + SSS SANITARY SIDE SEWER R WALL RETAINING WALL < CIP or Cl CASTIRON PIPE CLF CHAIN LINK FENCE CLEANOUT + + Co Q) PSS or SS SANITARY SEWER < ew `<1 + or CS CONCRETE SURFACE SMH or PSS MH @ SANITARY MANHOLE F (R) RECORD DATA �D CP CONCRETE PIPE Jk\ + _E SIGN CW CONCRETE WALK + lix -CON CONIFEROUS TREE (SIZE NOTED) '0 1:1h �D STM STEAM LINE Cj (0 e< A S� + + r DIP DUCTILE IRON PIPE T Q I STREET LIGHT (WOOD POLE) + 0 <) + G_DEC DECIDUOUS TREE (SIZE NOTED) STRAIN POLE + Cj rCl ED El ECTRICAL DUCT STREET LIGHT (METAL POLE) (0 + 7 or E]HH ELECTRICAL HANDHOLE (4 EM El ECTRICAL METER SLHH STREET LIGHT HAND HOLE T TELEPHONE LINE ilk ll�� L: N + EV or PV ELECTRICAL VAULT ET or PT El ECTRICAL TRANSFORMER A 4.'. Q), 3DMH or PSD MH STORM DRAIN MANHOLE ECb El ECTRICAL CABLE (BURIED) N SD or PSD STORM DRAIN ('4 , 0 __ 1� 6) Q�. J�A 1�� C + + Q) J . .......... ... , 'x, +N f + (0 + < + EXISTING SURVEY MONUMENT IN CASE TD or TCd TELEPHONE DUCT ECC EXTRUDED CONCRETE CURB N k FINISHED FLOOR ELEVATION TMH TELEPHONE MANHOLE FIRE HYDRANT TS TELEPHONE SENTRY 46� p + �T �D "D - tK UGP or ECd UNDERGROUND POWER LINE + FDC FIRE DEPARTMENT CONNECTION TV TELEVISION CABLE Q) 'x 9 + N FO or F/0 FIBER OPTICS AQ15) 1\ 'Q� + f r� �D UGT or TCd UNDERGROUND TELEPHONE LINE 0) q N G GAS MAIN TRAFFIC FLOW "D' A\ /* 4., '5 �D` Q�-' GAS METER TRAFFIC LIGHT + C) N GAS VALVE C) 4- x 9N 'A 7 GR"FaC SCAU C 10 20 40 ( IN FEET ) I inch = 20 ft. Pop /x �OJ RPAD TH EA T ME 112 I INDEX MAP OF SHEETS 80 GUY ANCHOR Gp GUY POIF W WATER MAIN �01 - - + GUARD POST WATER MANHOLE 0 WMH 0 0) 0 �D' HCPS HANDICAP PARKING SPACE �D' p + N WATER METER N 4, + 0 JUNCTION BOX + WATER VALVE LP LIGHT POLE YL YARD LIGHT + 0 N�D '00 + 7 7'-7— + CUE-E-T 7 17C 7C)" *** WATER TOWER MEASUREMENTS FOR NORHTEAST 12TH STREET AND MONROE AVENUE NORTHEAST NOTES *** S.E. TOWER FOOTING 434.33' N.W. TOWER FOOTING 434.36' S. SIDE CENTER TOWER FOOTING = 434.38' TOP 90 DEGREE BRASS FITTING INTO PRESSURE TRANSDUCER = 435.84' POINT WHERE VERTICAL BRASS FITTING CONNECTS TO BOTTOM OF PRESSURE TRANSDUCER = 428.11' SOUTH SIDE CATWALK = 546.42' Lj 0 z < Ld 7— JPA N.E, SIDE CATWALK = 546.47' TOP CENTER OF TANK = 575.69' WEST RIM OF HATCH ABOVE LADDER = 575.51 INVERT OF OVERFLOW PIPE = 569.3' INVERT OF OVERFLOW OUTFALL AT EAST END OF SOUTH GROUND RESEVOIR = 4-40.36' A-) 0000, �D < 00 txl (0 (410 N�D 61 oo� HORIZONTAL DATUM : CITY OF RENTON SURVEY CONTROL NETWORK (NAD 1983/91) REFERENCE MONUMENTS USED : MONUMENT NUMBER 1996 AND MONUMENT NUMBER 1844 VERTICAL DATUM : CITY OF RENTON SURVEY CONTROL NETWORK (NAD 1988) REFERENCE MONUMENTS USED 1844, ELEVATION 409.38' r IJ UN U vv It I LAN u Q) F-1-11"GS (7YP.� D C� tK C� I.0, (�D 0) 4_l'll"www_­x­ '77'" d\\ tx ;zl� I W4wwSP1402 + 9 /o 8� Hl v 90 SEAL 1,969 CHECKED FOR COMPLIANCE 2004068.00 of Dafe BUSH, ROED & HITCHINGS, INC- Dafe CIVIL ENGNEERS & LAND SURVEYORS Dafe 2009 MINOR AVE. EAST �206 —4144 80C� 323 SEATTLE, Washington 935-0508 98102-3513 FAX# (206) 323-7135 BRH E—MAIL: INF0@BRHlNC.00tl im MEN m I I-\Idd\2004068\dwq\XS-SUR.dwq, Layoutl (2), 07/12/2004 11:51:40 AM, 1:1 SCANNED APR 2 2