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02D1661
n LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST AND NORTHWEST QUARTERS OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. IN PIERCE COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6; THENCE NORTH 8834'43' WEST ALONG THE NORTH LINE OF SAID SECTION 2065.91 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 1034'26- WEST 50.29 FEET; THENCE SOUTH 41.46'00' WEST 1,194.58 FEET, THENCE NORTH 4814'00' WEST 23187 FEET TO THE SOUTH LINE OF NORTH 81000 FEET OF SAID NORTHWEST QUAR77R; THENCE NORTH 88'34'43' WEST ALONG SAID SOUTH GRAPHIC SCALE LINE 871.69 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF SAID 100 0 50 100 200 NORTHWEST QUARTER; THENCE NORTH 01'I6'46" EAST ALONG SAID WEST LINE 810.00 FEET TO THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 88'34'43' EAST ALONG THE ( IN FEET ) NORTH LINE OF SAID SECTION 1,831.74 FEET TO THE POINT OF BEGINNING. I inch = 100 ft. EXCEPT THAT PORTION CONVEYED 70 PACIFIC NORTHWEST BELL TELEPHONE COMPANY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2380037, AS DEPICTED ON RECORD OF SURVEY RECORDED UNDER AUDITOR'S FEE NUMBER 8807260259, RECORDS OF PIERCE COUNTY, WASHINGTON, CONSTRUCTION SEOUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING LITIU71ES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE, CALL CITY OF AUBURN, CHRIS ESTEP - (253) 931-3010. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2 AND BY THE TE.S.0 CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR TESC INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. INSTALL SEWER SYSTEM. 7. INSTALL STORM SYSTEM. B. INSTALL ALL OTHER UTILITIES. 9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 10. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 11. PAVE SITE. 12. VERIFY STABILIZATION OF SITE. 13. CALL CITY OF AUBURN FOR SITE INSPECTION, LEGEND PROPOSED SIDEWALK VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM COVER SHEET A PORTION OF THE N.E. 114 AND NW 114 OF SECTION 6 TOWNSFIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON PARCEL NUMBER 0520062037 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) I inch = 100 ft. PROPOSED GRINDING AND OVERLAY AREA PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE _ _ _ _ _ _ _ _ _ _ PROPOSED EASEMENT ! y; i I 1,54 _._.._. _ PROPOSED FLOWLINE PROPOSED ROOF DRAIN 6" PVC 01% MIN. - - - - - - - - - - I 1 • �' ,' PROPOSED ROOF DRAIN vt 8" PVC A 1% MIN. ® EXISTING STORM DRAIN _l TYPE II CATCH BASIN 1 1 57 ❑ EXISTING CATCH BASIN p EXISTING SANITARY SEWER MANHOLE 9 ■ PROPOSED CATCH BASIN ® PROPOSED STORM DRAIN I I \j�/ !aa - TYPE II CATCH BASIN PROPOSED SANITARY SEWER MANHOLE G PROPOSED ROOF DRAIN CLEAN OUT ei I 00/ oilPROPOSED TEE ►� PROPOSED HORIZONTAL BEND I� I 61 PROPOSED AIR RELEASE VALVE I I '�'• Ak PROPOSED FIRE HYDRANT + i 62 ►� PROPOSED GATE VALVE i 0 PROPOSED WATER METER i ► PROPOSED REDUCER 9 PROPOSED MONUMENT GRADING OUANTIT IES CUT - 122,1143 CY FILL - 143,6343 CY NET - 21,520+ CY FILL NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE USE FORGED PURPOSES. E PERMITTING PROCESS. O LINE DATA TABLE LYIE I DWC110N DISTANCE LI N604155 W 12.50 L2 NO45 24 w 3.68 CURVE DATA TABLE CURVE I RADIUS IE71G1H DETA CI 130A0 67.2 293654 C2 150.00 108.39 41240 C3 275.00 IZ04 023031 -C4- 2 79 46W04 C5 230.00 89.02 2YI0 06 230.00 144.85 J61j502 C7 130.00 71.33 31751 CB 475.00 160.35 1 38 C9 250.00 32.92 070241 CIO 150.011 194.84 742 25 3 OVERALL 275.00 2328J 4830 J5 4 OWMALL 230. 233. 5875J5 I SHEET 2 • N8B04'43-W 1298.2Y � ..-.._.._..-..-..-.L2� .._ 30 40 TRACT 'Er !i 1 50 i 1401 ' • �1 I, o 36 'E 48LE \ / ,E, i 1 \' v�48 i 14 • � r/ /' 28 i s y \ �/ 35 �dhl TRACT'C'/,4 EXCEPTION � 34 AT 6 T l.. 31 32 . •. as - TRACT A'- - - - (87I.71• PER RLA 980100329) L DATUM (NGVD29 VERT) NA027 (CITY OF AUBURN) USGS (PIERCE COUNTY) BENCHMARK BRASS MON. AT SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED -100 1913' ELEVA7ION = 100.42 (CITY OF AUBURN) CHISELED SQUARE IN THE NORTHEAST CORNER OF POWER VAULT AT THE SOUTH EAT CORNER OF INTERSECTION AT LAKELAND HILL'S WAY AND 57TH DRIVE S.E. ELEVATION = 523.62' a ALGONA PACIFIC ELLINGSON RD ¢ AUBURN z o •R', Y" KM fir ys a 3RD AVE SE ST L _ �r w� 33 H(.1 ^ z E m - - - KIN��NTYI-- h sE WAY SE < sT SITE i n S. .. TE 56 Coo t 4 ivy ��Tv'S S NER TAPPS HWY. E. VICINfiY MAP LAAKETAPPS RKWAY SCALE I- = 1/4 MILE fE w o a o 0 0 tit S= b V) Q T iw ow C ZU U j U U j N O V m _ n�0 C 3 ota /t 4 3 o c, w om n E a oa o 1 �a n SHEET INDEX H ' SHEET 1 COVER SHEET SHEET 2 GRADING & TESC. PLAN -- WEST HALF EET 12, 291 SHEET 3 GRADING & TES.C. PLAN -- EAST HALF SI jEET 90 SHEET 4 ROAD & STORM DRAINAGE PLAN & PROFILE -••-••-•• i •----••-••-••-••-••- •-••-••-� ELIZABETH AVE. S.E. -- STA 81+75.23 (EX.) to STA 85+50 SHEET 5 ROAD & STORM DRAINAGE PLAN & PROFILE ko ---'"-• •-•"-••-"'-"-"-" •'-'•- ELIZABETH AVE. S.E. -- STA 85+50 to STA 90+15.44 Nee�443 w s325Y SHEET 6 ROAD & STORM DRAINAGE PLAN & PROFILE U `nr f ELIZABETH AVE. S.E. -- STA 90+15.44 to STA 94+00 = J _ice $o ' •�`/' STA 27+32.66 (PROPOSED EXTENSION UNDER FAC. /0031-98) J ` f5 SHEET 7 ROAD & STORM DRAINAGE PLAN & PROFILE ` 58th CT. S.E. -- STA 3D+00 to STA 31+26 ELIZABETH AVE. S.E. KNUCKLE -- STA 35+80 to STA 36+50 TT SHEET 8 ROAD & STORM DRAINAGE PLAN & PROFILE 1 X FRANCIS CT. S.E. -- STA 40+00 to STA 43+67.81 W / a ��'-" \ "- �•'-"�• -��"r .J SHEET 9 ROAD &STORM DRAINAGE PLAN & PROFILE O HAZEL AVE S.E. - STA 50+00 to STA 53+00 O O '\` 13 ' . % J SHEET 10 ROAD & STORM DRAINAGE PLAN & PROFILE CO � • i� ` / / / HAZEL AVE. S.E. -- STA 53+00 to STA 57+93.91 (EX.) �+� o Q C O c ONE -CALL NOTE- #1-800-424-5555 NOTE BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD CONTRACTOR IS REQUIRED TO HAVE THE CITY MAPS FURNISHED BY OTHERS AND VERIFIED WHERE OF AUBURN STANDARD NOTES AND STANDARD POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX DETAILS AND SPECIFICATIONS AVAILABLE ON JOB ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY SITE WHENEVER CONSTRUCTION IS IN PROGRESS. OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTIURES IN AREAS CRITICAL TO THE DESIGN. LLI•� ' SHEET 11 ROAD & BIOTIN DRAINAGE PLAN & PROFILE uo W g < _ a HAZEL LOOP S.E. -- STA 60+00 to STA 63+50 lL CA �, t �• ' I SHEET 12 ROAD & STORM DRAINAGE PLAN & PROFILE 4' HAZEL LOOP S.E. -- STA 63+50 to STA 65+18.22 Q J Lu U OD 3 7 HAZEL 100P S.E. KNUCKLE -- STA 70+00 to STA 70+87.47 cc O Cm r ' I SHEET 13 LOT STORM DRAINAGE PLAN U 542 i SHEET 14 ROAD & STORM NOTES AND DETAILS m z 7 SHEET 15 ROAD INTERSECTION DETAILS I 1 I W W SHEET 16 ROAD INTERSECTION DETAILS m i w ' SHEET 17 GRADING / TES.C. NOTES AND DETAILS cc/� ' a ' SHEET 18 GRADING / TESC. POND X-SECTIONS & DETAILS V ro SHEET 19 GRADING / TE.S.C. SITE X-SECTIONS O cc I ' SHEET 20 COMPOSITE UTILITY PLAN ' SHEET 21 SANITARY SEWER & WATER PLAN & PROFILE W W ELIZABETH AVE. S.E. -- STA 61+75.23 (EX.) to STA 85+50 ' I SHEET 22 SANITARY SEWER & WATER PLAN & PROFILE ' ELIZABETH AVE. S.E. -- STA 85+50 to STA 90+15.44 I SHEET 23 SANITARY SEWER & WATER PLAN & PROFILE U U I ELIZABETH AVE. S.E. - STA 90+15.44 to STA 94+00 = STA 27+32.66 (PROPOSED EXTENSION UNDER FAC. /0031-98) SHEET 24 SANITARY SEWER & WATER PLAN & PROFILE Z ' I 58th CT. S.E. -- STA 30+00 to STA 31+26 W�` W ELIZABETH AVE. S.E. KNUCKLE -- STA 35+80 to STA 36+50 _ J SHEET 25 SANITARY SEWER & WATER PUN & PROFILE ' FRANCIS CT S.E. -- STA 40+00 to STA 43+67.81 0 I SHEET 26 SANITARY SEWER & WATER PUN & PROFILE DATE SEALED 7-L7 • OV HAZEL AVE. S.E. -- STA 50+00 to STA 53+00 I ' SHEET 27 SANITARY SEWER & WATER PLAN & PROFILE WAk ' HAZEL AVE, S.E. -- STA 53+00 to STA 57+93.91 (EX.) PROF ygS£�f ' SHEET 28 SANITARY SEWER & WATER PUN & PROFILE a �ksr fy HAZEL LOOP S.E. -- STA 60+00 to STA 63+50 o SHEET 29 SANITARY SEWER & WATER FLAN & PROFILE v ' HAZEL LOOP SE. -- STA 63+50 to STA 65+18.22 p HAZEL LOOP S.E. KNUCKLE -- STA 701+00 to STA 70+8T47 0,,, 18379 <.. I FJ•+FONAC T-NV�2 (� SHEET 30 HAZEL LOOP S.E. 70 LAKELAND HILLS WAY WATER SIDNAI C D U 0 d4 SHEET 32 MASHEET 31 STER LOTARY ST SEA MAP & WATER NOTES &DETAILS U------j r EXPIRES 1-31- Q'L -rm NA('�E L_DATE ' SHEET 33 MAILBOX PLAN PROJECT MANACEi I SHEET' 33-A WALL NOTES AND DETAILS 'L7-M JE3fi1' WAK9'H•D I SHEET E1 STREET LIGHTING PLAN Pj 114 H E V W OF H dd, DEEM QT. and M.W. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 98-0047 7 Xs% THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C STRUGfiIOtl-NECORDS �^1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY �+--�-+ THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: / 9-03 PTLE/POSITION: �C -+ Ma.aLW +- Approved By. CONFIRMED BY CITY DATE: Date Approved: 't+ DRAWN JE. and QT. CHECKED M.W. SEC 556 T 20 N. R 5 1- FILE NO f:\LAKELAND-SO\25958 DATE ID122/99 SCALE r' I EXPIRES 11-07-00 SHEET 1 OFL3 FLE NO 25958 LAKELAND S0. Q 1504 O� 0 14N; l � ono C dII F a I i Il l� l 141 � VIEW RIDGE SOUTH at LAKELAND GRAPHIC SCALE 420 20 40 so PUBLIC ROAD AND STORM GRADING / T.E.S.C. A PORTION OF THE N.E.1/4 AND NW 1/4 OF SECTION 6 IN T inch Fe o) ft. TOMW 20 NORTH RANG 5 EAST, W.M. CiTY OF AUSURN, PERCE COUNTY, WASHINGTON 1 II linkll l I V A SEDIMENT EXISTING POND L '' " • (TO REMAIN) I , 1 •.vL i _ l Illllll�llil�l �;il !,li +c i I — — ,11,1ii1lllll'l I; ! � � 1 , I111111�1ii1 Il � '� 1 � 1 44� , t �I. i � I III .�. � . �• ��� �- � � / h 4I(lliilllil Ii t("1l� l 17 1 ,1 i 1 � 42 Illl;ilflIIu\!'.A\\V �\ \ RAcc TAiN\lK� l l I i I l l l l!) l i � I v � ���•��, � w 1I( l tvv uzi 1 1 1 1, III I I ill ! I �� l► I I, \� ,� l 1 \ � _ �— �IIIiI�;11I ' lilll'�II�IICi I{ l�llll Ill�tll►��II ,,!,;�� �\1_ ��i�i��!i' 1 v,.� � ��.� ��' ,� \._--- �ilal�i�E1}��i I s \ ' 11ii\\Villl11111°111 i ��• � � �, �, .--� , \i illIII IiII,\iI \ 1 �� V� SEE SHEET vA\ VvA\ vA�_= GRADING AND W�J. \ \\\�l — \11111�i+1�11!\\\\1\\\\\\ \\\'\_=r� KEY MAP TAK SITE �`♦. © CONSTR�UC� ENTRANCE PER DETAIL SHT 17 -K--�—>~ © FILTER FABRIC FENCE PER DETAIL 31T 17 ------ IDS TEMPORARY INTERCEPTOR SWALE PER DETAIL SHT. 17 CLEARING LIMITS (COINCIDENTAL WITH PROPERTY BOUNDARY UNLESS OTHERWISE NOTED) (5721 PROPOSED FINISH GRADE CONTOUR an-- -- EXISTING GRADE CONTOUR 574.00 TEMPORARY SWALE SPOT ELEVATION RIP RAP (6-- 8- QUARRY SPALLS) CATCH BASIN INLET PROTECTION IP TYP ® TEMPORARY 12" CULVERT © CHECK DAM PER DETAIL SHT. 17 T.E.S.C. CONSTRUCTION NOTES: O1 PROPOSED RELOCATED SEDIMENT POND EXISTING POND VOLUME FROM ELEV. 490-496 = 20,970 CF PROPOSED POND VOLUME FROM ELEV. 534 — 538 = 33,000 CF ORELOCATED GRAVEL CONE OUTLET MAINTAIN EXISTING OUTLET ORIFICE SIZE OUTLET ELEV. = 534.00 SEE DETAIL SHEET 17 O9 NEW SEDIMENT POND OUTLET 56 LF 12" SD ® 0.89% ®RELOCATED GRAVEL CONE OUTLET MAINTAIN EXISTING OUTLET ORIFICE SIZE OUTLET ELEV. = 540.00 SEE DETAIL SHEET 17 ONEW SEDIMENT POND OUTLET 72 LF 12" SO A 4.17% ©CB 145 AND CB 146 SHALL BE INSTALLED AS PART OF THE TE.S.C. PLAN AND BE USED AS THE OUTLET(S) FROM THE PROPOSED SEDIMENT POND(S). SEE THE ROAD AND STORM PLAN FOR LOCATION AND ELEVATION OF PROPOSED CATCH BASINS. TEMPORARY 12" INLET TO CB 145 = 533.50 TEMPORARY 12" INLET TO CB 146 = 537.00 T.E.S.C. CONSTRUCTION SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE, 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. 3. CLEAR AND GRUB SEDIMENT POND AREA. 4. CONSTRUCT SEDIMENT POND AND ASSOCIATED FACILITIES 5. CLEAR AND GRUB SITE AREA. 6. INSTALL INTERCEPTOR SWALES AND TEMPORARY CULVERTS. AND DIRECT DRAINAGE TO SEDIMENT POND. 7. GRADE SITE PER APPROVED GRADING PLAN, GRA 99-0029. 8. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS CONSTRUCTED. 9. RELOCATE FILTER FENCE ALONG LOTS 57 THRU 71 AS CONSTRUCTION OF THE FRENCH DRAIN k ROOF DRAIN TIGHTLINE SYSTEM IS INSTALLED, TO PREVENT SEDIMENT FROM ENTERING THE FRENCH DRAIN PRIOR TO CONSTRUCTION COMPLETION AND SITE STABILIZATION. 10. GRADE (FILL) SEDIMENT POND AND SWALE AREAS. 11. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EROSION CONTROL MEASURES. NOTE:- TEMPORARY CULVERTS SHALL BE ADS—N12, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. NOTE, ALL DAYLIGHT SLOPES ARE GRADED O 2:1. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T.ES.C. PLAN. SEE NOTES ON SHEET 17. W 3 ` S O O o o M 0 N h � ppcc� Wm Wm v M N ^ ornm �no _ mcona Ng2 Oi $mn " Cm 2� cX 1� 0 N Q N 0 3 O a N E o� V I OM r� a N �QrrQ..A EXPIIKL 1-31- PROJECT MANAGER ,ERRY WAKEFIELD EXFMS- 11-97- DESIGN O.T. end M.W. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 1 98-0047 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: 11TLE/POSITWN: Approved BY.�Lv%( CONFIRMED BY CITY DATE: Date Approved: 3 9u /'07 DRAWN JE and GT. CFECK® MW. SEC 556 T 20N R 5E FLE NO 1 \LAKELAND-SO\25958 DATE 10722 SCALE r-40' SHEET 2 OFL3 FLE NO 25958 LAKELAND SO. 02, D 1061 GRAPHIC SCALE 40 0 20 40 80 I inch = 40 •ftt. V\� —77 GRA I� (�-,- I 17 � � 0 A� \v\\\� �rti ``1'I`1i lu Z A/�T '+rC71 V��1 z ' E)�CEPTI ! i `1,�, y�e v ' ` r " 7` A\ -133 aip h �l p J SEE FIGHT FOR CONTINUATION VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM GRADING / T.E.S.C. A PORTION OF THE N.E.1/4 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH, RANGE 5 EAST, WJA CRY OF AUBURN, PIERCE COMITY, WASHINGTION 4 ti CONSTRUCTION ENTRANCE PER DETAIL SHT. 15 FILTER FABRIC FENCE PER DETAIL SHT 15 ------ IDS TEMPORARY INTERCEPTOR SWALE PER DETAIL SHT. 15 CLEARING LIMITS (COINCIDENTAL WITH PROPERTY BOUNDARY UNLESS OTHERWISE NOTED) I � PROPOSED FINISH GRADE CONTOUR ® _ EXISTING GRADE CONTOUR i 574.00 TEMPORARY SWALE SPOT ELEVATION �\ 13 ' � ... _" RR RIP RAP (6"- 8" QUARRY SPALLS) CATCH BASIN INLET PROTECTION 12 - IP TYP TEMPORARY 12" CULVERT CD CHECK DAM PER DETAIL SHT. 17 19 NOTE: TEMPORARY CULVERTS SHALL BE ADS-N12, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. NOTE: ALL DAYLIGHT SLOPES ARE GRADED ® 2:1. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T.E.S.C. PLAN. SEE NOTES ON SHEET 17. AFT FOR CONTINUATION *E — KEY MAP T.E.S.C. CONSTRUCTION NOTES. OPROPOSED RELOCATED SEDIMENT POND EXISTING POND VOLUME FROM ELEV. 500-503 = 46,50OCF PROPOSED POND VOLUME FROM ELEV. 498.50 = 58,000 CF ORELOCATED GRAVEL CONE OUTLET MAINTAIN EXISTING OUTLET ORIFICE SIZE OUTLET ELEV. = 498.50 SEE DETAIL SHEET 17 O9 NEW SEDIMENT POND OUTLET 115 LF 12' SO 0 0.50% ®EXISTING CB STA 57+30.57, 33.19' LT I.E. (N) IS- OUT = 497.77 (EXISTING) I.E. (E) 12" IN = 497.93 (PROPOSED) - TEMPORARY OEXISTING UTILITY POLE TO BE RELOCATED. n CONTRACTOR SHALL COORDINATE RELOCATION WITH U77UTY PURVEYOR. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY DATE: TITLE/POSITION: COWN" BY CITY DATE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERMIG DOASION REQUIREMENTS. Approved By Date Approved:ylwy I m a n rt S O O S o 0 h N � e h 3 3 3 3 aQ aQ aQ aQ T M N ^ Nad M Ov C L � x � 004 oho E m � v O � I O M r p N U J co :3 cc z O �U � r c o Z . Q O LLJ OLu ��A� Um3' L1 N C OC w W LJ cc W IlI zW W U DATE SEALED EXPIRES 1-3t- PROJECT MANAGER JERRY WAKEFE D DEsm QT. and MW. DRAWN JE. and QT. CFECKED MW SEC 5,45 T 204 R 5 E FLE NO I: \LAKELAND-50\25958 DATE PJ22799 SCALE *-40' SHEET 3 0F33 FLE NO 25958 LAKELAND SO. P F 50z , - �,s 02 0 166 RONDE FULL MOTH OVERLAY h q== 540.28t , REMOVE AND RUCACE CURB, SIDEWALK AND PAIR TO EXIST. CONDITION. SEE PATCH DETAIL SNT 14. Q N7X. 51A 61+25.23 BYA� EL7.1ff1M SE ELtELEV.. 54as0.5 e STA.: MAT' EL. = VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - ELIZABETH AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE NE 1/4 AND NW 1/4 OF SECTION 6 TOMN94P 20 NORTH, RANGE 5 EAST, WJA CITY OF Al 1, PIERCE COUNTY, WASHINGTON SEE SHEET 7 LEFT FOR CONTINUATION ` �! ► ' 53 cow �- `6 r I i I ff-5426 I - J- J.,. ' ' ,-'ff=542 t _ _ ♦ / �i caw STA: 82+50.02 �iwR_ICY. / ♦ . _ �-__ �._ Gam.. ..._-. '% I � � _�•�:�._ a. as —®a• I \--- R — -- EASEMENTS — -- ✓'r f i� YF, -- - -- — I LANDSCAPE ;,. N CONC CU C61 (P(0 EO P RANT%) (T A 95+ 174.83' a3+ao I 108.29' ea+oo — -- — — — — — — — - —*—� OS 9'19'00"E - -. 283.12' ��L� -.. - � r�/�p��� ' FACE OF --: `t �t - v^---- -.-_ - -L—LM ABE 1 H A-VE aE GONG. CURB .P. SIDEWALK °- i cow II - ----- ---- ---- - -_ - -- --o T r — T _- BT-A Bz+50.04 — 14.00 RT. AM01E PT. -IL— �-.—. _.._ —._ I COW I I — ♦ LLj G q NIX STA W70.0I mizwNQ I - - FF 5M.8 _ FF 5401 — 4 — ..-- I i FF=5t1.3 -- — FF.5130 92+00 83+00 84+00 35+00 GRAPHIC SCALE 20 0 10 20 40 ( IN. MT ) I inch = 20 ft.. CENTERLINE DATA CURVE I RADIUS LENGTH DELTA C6 230.00 144.85 36'05 02 C14 OVERALL230.00' 233.87 5815 35 NQTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOW FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DElEftO ED AT TIME OF CONSTRUCTION. NOTES: 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES: 1. ALL LOTS NLL BE TIGHTUNE CONNECTED TO THE STORM SYSTEM, AS SHOW HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHONNNG LOT TIGHTLW STORM DRAINAGE DESIGN AND PROPOSED FRM FLOOR ELEVATIONS. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED NTH WSD.O.T. STANDARD PLAN 82A FRAME AND CRATE UNLESS OTHERMSE NOTED. 2. LKESS OTMERMSE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. KEY MAP NAME A/DATE 1°3 STORM DRAINAGE CONVEYANCE PIPE NTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPEl GOVi72 PVC, SDR-21 >18' PVC, SOR-35 >3' PLAIN CONCRETE PIPE (12.0) >3" ASTM C-14 REINFORCED CONCRETE PPE (>12"I) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" BY TIRE/POSITION: ?,!j c�� NiG APW CONFIRMED BY CITY DATE: PROJECT REF: F�c�-OD47 •-Da7 • THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ZO ea L Y � Yc5 \ 8 8 8 J 3 IV- I' ` Y M N ^ 0 x D 146 1 V / 0 MATCl-LINE - STA. 95+50 SEE SHT 4 FOR CONTINUATION SEE SHEET 7R FOR CONTINUATION VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - ELVABETH AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE NE 1/4 AND NW 1/4 OF SECTION 6 TIOWNSW 20 NORTH, RANGE 5 EAST, WAIL CITY OF AUBURN, PRICE COLN Y, WASHINGUON SEE SHEET 8 FOR CONTTNUATION 570__ PN.STA = 85+50''.. '.PIN ELEV - 544.33' A.D. = 5.50 K = 45.45.45 - _ 250.00' Vc K ymi yy.�� 560 LE( I.E 1 _ I.E. { RIM If. V �p �i WI ` ng I TN N = 12'•..-OUT 9UT= .- . j� 1 T21 �. = 88+P 380 174' RT - . 8�+'i1. t = 04&.* - -- - - I.E.,W Y N RIM 34LOO I.E. 12' I.E. SW) 12• IN - 64"kS42.4D I.E SE 12• IN = 54E+74 $42.36 I.E. N) 12" OUT = 54;.4bP 4 27 LF !at 12•0 SD 1.�'1..- 01.00x .3074 fW rn �N INTX. STA $6+03.20 (ELIZABETH h II& cc i—O(re U,r Tm"I cl = 548.36 ir{ ' 1NL ,v75f .755L C4 YI o f PR i 87+00 �00 Law 1 %.17.fC - dimmmim.I.N.mlimlimmin11.1.11� STA.90+15.44 SEE SHT 6 FOR CONTINUATION GRAPHIC SCALE 20 0 /0 20 40 ( IN FEET ) I inch = 20 (t m ffr] •. rrr r. v Il rr r NOTES- 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMA TION. LOT DRAINAGE NOTES: 1. ALL LOTS WILL BE TIGH NE CONNECTED TO THE STOW SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHOWING LOT TIGHTLNE STORM DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO IL EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. KEY MAP 6nm STORM DRAINAGE CONVEYANCE PPE WITHII N KOS RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: l4ff)JPE COVER PVC, SOR-21 >18' PVC, SOR-35 >3' PLAN CONCRETE PPE (12•0) >3' ASTM C-14 REINFORCED CONCRETE PPE (>12"0) >18" ASTM C-76 DUCTIE NON PPE CLASS 50 OR 52 >6• NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY WO FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIKWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. E%P1RM 11-07-pp RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT 'S COINS RECORDS BY DATE: - TITU.E/POSITKN: Pid�.t"I A'lg;�Aq� CONFIRMED BY CITY CZ DATE: 3_/X-W THESE PLANS ARE APPROVIED FOR CONFORMANCE NTH THE CITY OF ALISURN'S ENGNEERING DIVISION REQUIREMEN Approved By G&mjy�y Dote Approved: IZZ4 0 Qt �J 3 8ggg F- I a2 a a a LA V N ^ O;LD/G61 I W X 1\ TRACT,3C' (AT&T EXCEPTION) / C{ MTX. STA 91+02.20, 14 r. I7 (ELIZABETH) = DMV MY APRRWZH I 15' ODE AT&T ACCESS ROAD `, y VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - ELIZABETH AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE NLE.1/4 AND NW 1/4 OF SECTION 6 TOWNSW 20 NORTH, RAWE 5 EAST. W.M. CITY OF ALSL FK PE ICE COMITY, WASHINGTON SEE SHEET 9 FOR CONWARON 33 1 \ I � — I --- — --- l' �I� ._..o o - �_� - - _ �i � <_ . _ 10' UTILITIES EASEMENT - nc srA 94+aB (ELIZABETH) },. --- — -- r T — — _ _ - _. -. 1 I I I � 5*.86SE EXS1M0 A8E711J< J T i1 55.1Ek. - -_74 7i ' " j ' \ � 7 FT'�549.03 FF=558.0 0 Ff=gy.5 FF=547.5 „50� 1 _...(Z)- _ 550 - -. _ _i_ 3'" Dyo W)R (PARALLEL) �275X PR � M'OSE� 72" DJP }HIRE 42V SOrit 21 ! 0.43x GRATE- *:AYT <. ,,-. — — . .. .-.0 ` FIAT 7. 51 26 !F i "� _ I iII 8 0 SANITARY I.E. �667e4} SE 12EJ ' OUT ----6 7.23SM333.26351YI SDR 21 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) t inch = 20 ft. CENTERLINE DATA aA� RADWIS LENOTH DEUA C8 47500 NI0. 36 NOTES. 1 REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES: 1. ALL LOTS OLL BE TIOITLMIE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHONMIG LOT TIGHTLRff STORM DRAINAGE DESIGN AND PROPOSED FLASH FLOOR ELEVATIONS. CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUPPED PATH W.S.D.O.T. STANDARD PLAN B2A FRAME AND CRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM DRAINAGE CONVEYANCE PIPE WTHIN PUBUC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE Off OF THE FOLLOWING MATERIALS: P om PVC, SDR-21 >18" PVC, SOR-35 >3' PLAIN CONCRETE PIPE (12.0) >3' ASTM C-14 REWORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" -. _ P.C. STA 90+15.44__.. ... --. ,__.. + - - - RIM = 56><hT SS7.5®' L RIM �1626 d = i s. _143.2c 26 LF or IN - 54*Wff9 A I.E.LE. NE IN = 6W164 i�, 12 Y S40 21 ELEV. = 562.36 I.E. (SW) 12' OUT - 66+±6 S54.l11If I.E.'(�l (( OUT = bQ44 j .66 0.40x _LE 12" 1K-i4a44_A4131M S1i05 TYpE I.E.-� If OUT = $44"f43. 19 GO 1 ASTA 93+X00,175" LT 46.5i 45 ��5 f4� 2 OUT LEEI 543. b�3 Y -03 J ."-E_ DATE II 530� -_ - - •yam G N r _- _ __- + _.__ __-_ --__- ___..- - --__ _.___ _- ------ ,eBETH AVE 9 V~ STA '90+1544 to 8TA 94+00 LjN ��* �+ W N 3s `^ SCALE: 1" = 20' HORIZ. 91+00 92+OD 93+00 !•+OD NAImm EXPIRES 11-07- 00 1 RECORD DRAMNG CERIWCADON THESE DRANWIGS COWORIM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. 0 ,-. DATE: / -cl 03 TITLE/POSITION: P'41C� C4A0LgR/'� � CONFIRMED BY CITY G� DATE: 3-4L-z"a PROJECT REF: FAC /98-O047 / ee THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ��+ANID »�bi W g�g8 1 v, Ot W a a a a u I Y M N ^ DBOM al wl ME DFM M JE ad QT. CIS ALW. BBC 4 T 20K RSE KE NO 1: 4ANDA1D-S0\25858 DATE MOVE SCALE E K SHEET A OFF FILE NO LAKELAND 90. 0a D 146 T C i 9@ SEE SHEET 4 FOR CONTINUATION + V f I I I I r 1 I „ 2 56 i FFIOfI ) SEE SHEET 4 FOR (X7N1NW1ATION VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - 5M CT. S.E. and ELVABETH AVE. S.E. KNUCKLE (LOCAL RESIDENTIAL) A PORTION of TIE NE 114 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH, RANGE 5 EAST, WM CITY OF AUBLEK PERCE COUNTY, WA8HWITON I � 53 y j FF=542.6 Ml1N SG 30M0 (5!q CT. E)= U.-��"2AeETMr 10,E 11T1C1TIE5 - ----A-- I / 51 FF=549.� I L i IT 50 1 ' FF 550 5 AA 11 I ' i v , 7'7 44 • / j j 40 1 / FF--';4&8 8 FF4-546.5 lV / 570 _. _ _.._ .. -. __._ _ __ ..___ _,_ .._ __ - _ -- _ 570 LOW POINT E1.EV = 541.23 LOW POINT STA = 3D+4S08 o� 100.00. VC VVV m of � W 6 550 < = H s F-I EXISTING GRADE 1 CENTFJM.IE z d � ;� PROPMFINISH a m m GRADE 000CENTERLINE w '' CB tI9. TYPE I RIM = 541-i'i 34111 _ �M88i� _... __ T __._.. _-. _. _.. 530 LE tj� 15' IN = 27 LF ROW= 540A4 540.90 " LE 15" OUT; A&W "?S ^ 12'I SDR 21 I.E. (S) 12" IN = SOO537.15 3 x vWi 0 0.54x I.E. (11� 12" OUT - 8d7AG SE9.% Ik i o� O 0 - + < « � I.E. S) 6" IN - biII&MS38.60 I.E. (N) 12" OUT - SAIM SS0.00 Zvf V1�W <U; 5m COURT S"E= 31140 STA 30+00 to STA 31+26 SCALE: 1" = 20' HORIZ. I" = 5' VERT. FAMIA ,, / ' / 60 / ! // 59// 1,0' UTILITIE EASEMENT / s.5 / v IL zw _47 T_T rx 62l FF=544. r FF=5,1�5 SEE SHEET 4 FOR CONTINUATION T 1�1 I i 46 It . 11 j I Oil�TA 36+ �Xmxnf). 1 s7A 86+U20 }�... 41EV —36 II I I II GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. CURVE RADNIS lJ]NC1H DELTA C5 T30.00 89.02 22'1033 C6 230. 144.85 3605 02 C14 230.00 231 5815 NOTES: 1. REFER TO 9EET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES 1. ALL LOTS NMI BE TIGHTLIE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHOWING LOT TIGHTUNE STORM DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED VATH W.S.D.O.T. STANDARD PLAN 132A FRAME AND GRATE UNLESS OTHERISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER. OF CATCH BASIN OR MANHOLE. ,\ LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TNff OF CONSTRUCTION. F 2 U V m 3 � N 550 _N...'d �, ._. _.. � fi7 _-_ __ - PROPOIB FINISH ... .. .. - - -.- 550 `� Sa a GRADE 0 CENTERLINE --�-*-ETOSIING GRADE.,* CENTERLINE. .,. 94 LF 12"I SDR 21 0 0,30% ' 6" DIP / / 540 f ANIARrn#_ y.____._ 4 qNl - glide S16.O1! / LE ( If IN = 6" S41.i0 i I.E. (S 12" IN = 542,M 341.36 _LE_ N)..12 OUT .-=.&QA2.S41.31 _...... 53o; ce M-ttpEr _ __530 STA = 35+42,96. RIM +)" S46.1D LE. (�E) 12' W7 = 546I084.1 ' b lZA6ETH AVE. SE KMKXL"E _ ,- STA 35+80 to STA 36+60 SCALE. I' = 20' HORIZ. 1 o x I" = 5' VERE �, o Y + 520 d1 } x K N 520 hO� NV�vI 1n �W n 0 n 35+00 36+00 37+00 KEY MAP NBff. STORM DRAINAGE CONVEYANCE POPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALE BE ONE OF THE FOLLOWING MATERIALS: POPE TYPE QQ10 PVC, SDR-21 >18* PVC, SDR-35 >3' PLANT CONCRETE PIPE (12"I) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12"6) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" 1901M R NAME Jll,✓ DATE E%P61ES- lli an RECORD ORATING CERTIFICATION THESE DRAWS CONFORM TO THE CONTRAC I/ ONSTRUCTION RECORDS f\�' ,;16 DATE: TITLE/POSITION: 1,d•.4N6. l'g<l CONFIRMED BY CITY DATE: 'A-49k PROJECT REF: FAC IN-0047 �,7 0• THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOU REMENTS. Approved BY . L A" Date Approved: 1 8 8 8 8 1 W 3 r it i n ♦ h N `- x�g NfN P O n v imp n �S" y c_ Lei �j )C o � r E 0 u� n �a a a� ...1 �w w O co CC m; � 3 Q j W w U DATE SEAL ID 7-17 & �WAk F F vASy f N Z� p 9 1 79 r<v� ,rS 1 1 a(� f NAL EXP}RE& 1-31- PRO ECr MIHYIm .OW WAIII09111111ILD DeSM CLT. 6W MIN. pyyM JE66WQT. CFECKLR> ME am 6 T R-1-1 R5E PIE No P. 4A RA D-SOV25M DATE 1121 Mi 9CALE E-W MEET FLE NO 2" '; `---- - 02 D 441 I 1 1 ' 1 1 I I 11 VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - FRANCIS CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE NE 1/4 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH RANGE 5 EAST, WM CITY OF AtBUFK PIERCE COUNTY, WANTON 43 42� I e � 45 �, � l I' W /FF=569.4 � � �/F'/ ; FF=562.0 F-560.8j MTX. STA 40/00STA W+09.99 il/)QfY.�560.19 ZABE -—___—r_ j—_�--__ ��— r 1;1 r 28 i � r r y SEE SHEET 5 FOR CONTINUATION �- 34 �F= 4 n / I I 10' UTNJTES EASEMENT TANK .SITE CT. S.E. 1 ANtl m 1r n -rr GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) L inch = 20 ft. FF=362.0 i NOTES: 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES: 1. ALL LOTS WILL BE TIGHAINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR ORM44M PLAN, SHOWING LOT TIGHTLINE STORM DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. CATCH NOTES Ml�ESS: 1. ALL CATCH BASINS ARE TO BE EOUWPEO WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERS SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 'ORM DRAINAGE CONVEYANCE PFE WITHIN PUBLIC RIGHT -OF -WI 4,LED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIAL' Fri COYfR PVC, SDR-21 >18' PVC, SDR-35 >3' ANY CONCRETE PIPE (12.0) >3' ASTM C-14 INFORCED CONCRETE PIPE (>12"/) >18' ASTM C-76 e LOW POINT ELEV = 55&54 KEY IV LOW POINT STA - 40+85 PM STA - 40+75 PN ELEV:,= 557.94 - 580 A.D. .. „ X 0. SLOPE VARIES -SEE SHi. 2 00 .. ;.. _ (FINISH GRADE) FOR CONTINUATION N D' VC OF GRADING BEYOND BACK OF 100.00' V ,, '., 560 ii 550 ,ice 04 TYPE 1 ... ` A = J9+6 AK ROW = 56dA9 I ' F (tE) 12' 4 =Wm Sm.11 'I.E. LN10 tt" )Ur UGMAu.. RIM = 56W 8E1. _.._. I.E. (NW) If OUT = $i:l6 &$ZS1 CB In, TOE 1 STA - 42400, 11.16r LT �N V1 W I ~ � � . LE. SE 1 IN - wmm Ei l9 I.E. 12' OUT = 56;J4 E26 x $ ^YJ n h n1A o ^! n� h 1n 40+W 41+00 x.w STA 40+00 to STA 43+67.81 SCALE: 1" = 20' HORIZ. 1' = 5' VERT EXPIRES 11-07 THESE DRAWINGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS V: 01�✓ WTE: -0 TLE/POSITION: �-I�fiqr�— vmwcn RY l7TY nATr- 3-42-03 AESE PLANS ARE APPROVED I. COWORMANCE ,promd By* IL 4 d i 0 8 8 8 8 r 3 W 10 �, it F cif le A o.10 t961 STA !^1( IV STA f2t67.93 ([dal, }--j-� \ I SEE SHEET 6 FOR CONTINUATION I'AY '1i .i ° rml I SEE SHEET 6 FOR CONTINUATION VIEW RIDGE SOUTH at LAKELAND PIOLIC ROAD AND STORM - HAZEL AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE N.E. 114 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH RANGE 5 EAST, WJ►Ii. CITY OF ALSMK PEVCE COt TY, WASHINGrON a rYK 2 - 0I \ SSA i 4/+ . .17 R - _ _ =`SAMYARy _I.E 4i SE. 12' IN-= ilir44 ir S43.. _ �-_._� I.E. S, 6' IN = "&44 I.E. NE) 12* OUT = 541,:4 SUM - -_-� 530 B05, TYPE 2- 4tO 1 A A M = t11224: i4t.t1 RT-_.._.26 IF 26 LF -. IN M `-= ONT . S341.13 _. TA = , 1238E. SMM = SiN6i 12' I BD tY I SD I.E. {(?^/ 12 IN = 53t.7iE. IN = S1wsu 742X •050% IE (NEJ 12 OUT = 56WS31 12OUT - Fi4P.60 1.Si 520 -__ __ __ - __... _TYPE 1 _.. + _ W STA = 50+44, 13.16'. LT RIM.- S" 5341.11' r = I RIM = 64l3S 1N. 41 LAD E ;(SE) 12" OUT = f74A34.M 510 +-� I.E. (SE) 12 our - i4bfo iN.LO �W SE HAS AVE STA 50+00 to STA W+05 SCALE 1" = 20" HORIZ. '. P.C. TA' 51+92.80 S \ RIM SM40 A* &Wo I.E. 01) 12. OUT = 5f W Sn.&O 3 I 40"a SIMD 32+00 M. Ya—knd GRAPHIC SCALE 20 0 10 20 ND ( IN FEET ) 1 inch = 20 ft. 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRICTION INFORMATION. LOT DRAINAGE NOTES 1. ALL LOTS WILL BE TICNTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHOWING LOT TIOITUNE STORM DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED KITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OTSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. KEY IYU"1r C� NOTE: LOCATION OF DOWWAY CUTS ARE APPROXIMATE ONLY SHOW FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. u9IE: STORM DRAINAGE CONVEYANCE PIPE WININ PUBLIC RI T-O'-WAY CALLED OUT AS SO MALL BE ONE OF THE FOLOMNG MATERIALS: PPE COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PPE (12-0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'I) >18" ASTM C-76 DUCTILE IRON PPE CLASS 50 OR 52 A. NAME _.14.2 DATE EXPIRES- LI-07-00 RECORDS BY: L' DATE: - of TITLE/POSITION: S cilLFYkrr�ti CONFIRMED BY CITY DATE:' PRMCT REF THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE OTY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. N, i r W J 1 W L 1 0 J J Q$ 0) W I m3� ita� 3 z w W Ty If W DATE SfEAJ E)EMM nL awl MW. DM14N %M rod GT. q{CKM ME gC 8 T go if R 5 F FLE NO I: VAKUAND-SO\25858 DATE V122199 SCALE E-W SHEET 9 OFW- FLE NO `LAKELAND SO. 02. 0 146 ( � o a o 0 off i Yyp H / Z U N p n n O Q GIN Z ypl�$ 2 J W Y < y Q jW X I CENTEPLNqE DATA LAW I DIRECnaN oarA►1cE `? L2 P045 24 168- 4;t;xs tog, aAaus I LEIIGIN I DELTA CI 130.00 67.2 29-M 54 C3 275.00 12.04 31 C4 275 220,79 46 C7 130.00 71.33 31'261 C13 OVERALL 275.00 232.83 4WM35 VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM - HAZEL AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE N.E. Ua AND NW ua OF SECTION 6 TOWNSW 20 WORN RANGE 5 EAST, W.M. CITY OF AISUFN, PENCE OOWN,, WASHWITtON .1 Op 1 M 2 E S �� • _- `" FF_=529.0 FF=525.0 522.0=5-.--y-,�., _ FF=SI6.5 r• �..__` \` / / -- y _. MTX STA 51+1,751'(IMIIL ATE} _ TA 60+W ( MOM LOW)- 526.83 8 FLOWLINE DATA CURVE 12ADR15 LENGTH DELTA C11 ONLINE 130.00' 71.25' 3124'DT 2 1 71.62 31'34 /gyp -- Wr10 - _------' STA: 57+96.18 57+28.11 _ - �-� X 17.3 3 Li. 36' LT. P.C. ,- , MA" EX. C TAPER CURVE- __ -- - L. - 496.651 SAWv7TTf Xs- - REQLNU TO a r -_j40 _ \ LOCIONGLID -17rSD06 �� -- - L7 I Few = so&" bos.77 m m I.E (s) 8' IN = 4OO.i0 (PROPOSED) 11S.7o e' Orr LE (E) 18' IN = WN (1xR,rM) 4ft b g 510 s"• \� ` sir. 11 14 (N) 18" OUT 400W (E' R) 4%1�q� �' 510 sW►V� - -- .. y 8wm �' ' ffI T= 1 # a12 *so- __ >\ E12 auT - SAW a &7t STA = _ ---. - ��� 500 soo - RIrt = §004 US;" - - - � - � LE (E) 12- OUT= IlMli32f.U.. ----------T ``-- ���"� `�I RIM = bgn%7MK.1&- __-._.-LE $ 12*IM-bM�Ob-N1:W-___-.-26LF12'a-SO __-- I.E. W 12' IN = SUM S11. 61 • 1.00x'. I.E. N 12' OUT - bM1O W.60 CS #16.TYPE 1L. w1YANE A - 57+16.66. 13.29 Ri 1 490 __.._ -__ _ . LSE (E) 1b2' 0{Id �SWO617,84 -.._ _ _ _.. __._. t -(Sj 72" IN-=- 4M1j00_ It490 I� x = 28 LF 18"0 sm 21 • 1.60x 21 LF 18'0 sm 21 • 0.90x �1 + :• ATE GRATE xg 1(� < n -_-. $ =4; 13.00' RT C8 7 TYPE 4IZ Ir GRATE w $ ID.b STA - 57+25.74. 12. LT ^�� N... HAM � +�,.. � 5154�Ti 2o IN�-NwYf.*-._.RY.(.-6921N?4ioa.oNM-- $ _ N9 1"'U"'+M _ AVE SE.-. � 18* LE �N 12' OUT = SOW +� so + "' cc) LE. (� 18' POUT Ql �� .w ..u: + 'haw m VP N 6 STA 53+W to STA 57+W.91 3s z N y SCALE 1" = 20' HORIZ. U � F J a'' 1 = 5 T. dw, aGj a a < m Nad m 5400 55+00 56+00 57+00 58+W GRAPHIC SCALE 20 0 10 20 40 ( IN FEE ) 1 inch = 20 ft. 1. REFER 70 SIEET 15 AND 16 FOR INTERSECTION CURE RERRTN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES: 1. ALL LOTS WILL BE TIGNTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON, 2. REFER TO BEET 13 FOR DRAINAGE PLAN, SHOWING LOT TIGHTLINE STORM DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH ICSD.O.T. STA PLAN 62A FRAME AND GRATE IMEESS OTHERWISE NOTED. 2. UNLESS OTHERMSE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: LOCATION Of DRVEWAY CUTS ARE APPROMMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERNNED AT THE OF CONSTRUCTION. NOTE: STORM DRAINAGE CONVEYANCE PIPE WTRW PUBLIC RIGHT-OF-WAY' CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE 1m PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12"0) 13' ASTM C-14 REINFORCED CONCRETE PEE (>12-0) >18" ASTM C-76 OLN:TIE IRON PIPE CLASS 50 OR 52 >6" KEY MAP 1I. =you2 NAMEI DATE EXPBKS, 11-07- RECORD DRAMNG CERTIFICATION THESE DRAWINGS CONFORM 70 THE CONTRACTOR'S0STRUCTION RECORDS BY: DATE: 71 TLE/POS77ON:P Lof Ai: ncgei CONFIRMED BY CITY L..-2� DATE: 371 PROJECT REF: FAC IM-0047 1' H 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AURRN'S ENGINEERING DIVISION REQIAREMENTS. Approved By.,f Date Approved: �4%GO '3 ' 3 a ju�sj ;; ;jpp rn xm�n� no I � Y £ten n 5v � x 6td Fla I o� �a EXPOKS, 1-31- PFA>JECT MANACM JM WNAIOBSD oxDIGG com •\ _ i — — _ i ' EASEMEN I I 1 sj v / \\ FF-5 .0 8 �._ — J I 12 r FF-52d0 I -FF-5 0 '\ 1 - 1 1 FF-50&5 .` ^ I i FF- 6.5 I FF=51T. N ♦ �� . I . PN STA =• 61+SD 2T.33 r� fd PM aEv - 5 v� $ "•�; A.D. _ -4.84 vn 530 c�P 510-A �5 500 RW - S".07 26 LF I.E. 6 IN - 616 0 SU-41 fi4i4rm RM'= 6iA60 i1o.'70 1 LE LE It O = N 12^ OUT = iN.11 (SE) 6' M = 66i6►So7.00 0.B9x _..- -.... - _.. _ _ 12* OUT - RBA E pp�� OU 1�.516A7 26V RM = LE 9 LE (E) 1f1 2 i1,6.b I A0X LE I.F. N N 30 = I.E ..HAZEL ' L00P B.E. o N N W < Q STA 8PF00 to STA 63+50 < N` SCALE: I' = 20' HORMZ. Ni '.uw 1"1= 5' YERL al H= cy' x aw 45 60100 fI+w 62+00 IN OUT = 63+W 60141 Bo1i616 Boi:Nn 490 GRATE T 19 NOTES: 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES 1. ALL LOTS WLL BE TK] XW CONNECTED TO THE STORM SYSTEM, AS SHOW HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SNOWING LOT 11GHTUNE STOMA DRAINAGE DESIGN AND PROPOSED FINISH FLOOR ELEVATIONS. GRAPHIC SCALE 20 0 10 20 /0 ( IN FEET• ) I inch = 20 ft. CURME RADIUS TA C2 150 tO& 4124 C3 275. 1204 31 C4 275. 220.79 46 04 CIO OVERALL15OL 194.84 742525 C13 OHJtALL 275 2310 4FW35w KEY MAP f %: a W o a a a a N QI 3c"-F N a vl no C Non � � N $5 M•w oW Ndm �f U � n n n N Q r w NOTE: E LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE � .•. Qy NU ONLY SHOWFOR THE PERMITTING PROCESS. R EXACT LOCA71ON OF DRIVEIWIY CUTS SMALL BE DETERMINED AT TIME OF CONSTRUCTION. W W J 1wm- S70RM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE Q2W2 PVC, SOR-21 >18' PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12.0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12.0) >18' ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" LU50MI 1-4-03 NAME DATEJt:CC-3 EXPIRES- 11-07- THESE DRAWINGS CONFORM TO THE CONTRACTOR' 110N RECORDS BY: DATE: TITLE/POSITION: % p49'La oc ,,� CONFIRMED BY CITY C-1 DATE: 3-a-03 1 AI DATE SEA Ron 7 •A 7- OD EXPIRES. 1-31- O PROJECT MawK+el „OWI'Y WNNHiD DEEM al SW KW- DRAWN 4A WaT. CHECKED ME WC 0 T 20N R5E PlF NO I: VmaAID-40V2W DATE My2M SCALE T'2D SHEET A ORM FILE NO 220 LAKELAND SO. oox 0 166 r4 w I 490 r �.._CB 124 TYPE 2, 4 STA r 63+96.56. LE / U LE�$IfIN-4 ...- .._LE iMi-It OUT.- Q iK r 8' SA-� �M'7� 1 26 LF 12'4 5D A 230.S 7-1 = 64+811.05, 12.X LT = 49246 4". 17 51A - 64+a.U6, 1,110 RIM - 466R 4N.20 I.E. ( 12' OUT - 4% I.E: ME 6' IN = 494!PF K 65+00 "-' " " �'- - - SOUTH at LAKELAND S.E. and HAZEL LOOP S.E. KNUCKLE (LOCAL RESIDENTIAL) 11ENEV4AHDNW114OFSECTION6 K W.M. CTTY OF AUBU W PEPCE OOUNW, WASHPJGTON 72 Wo SD 9 1.M —�' L —:3 pf HAZEL LOCH' S.E. '.. N STA 63+50 to STA 65+18M SCALE: 1" = 20' HORIZ. 1" = 5' VERT. 66+00 NOTES 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. LOT DRAINAGE NOTES: 1. ALL LOTS MILL BE TIGHTLI E C94WCTED TO THE STORM SYSTEM, AS SHOWN HEREON. 2. REFER TO SHEET 13 FOR DRAINAGE PLAN, SHOWING LOT TIGHRM STORM DRAINAGE DE" AND PROPOSED FINISH FLOOR ELEVATIONS. GRAPHIC SCALE 20 0 10 20 N ( IN FEET ) 1 inch = 20 ft. CENTERLNE DATA KEY MAP yG 9tl 3 g g g g 1 a a a qaq 1n L— I I i V Ll U o ° L UNI LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE `� yyV ONLY SHOWN FOR THE PERMITTING PROCESS. it Q EXACT LOCADETERMINED AT TIME DRIVEWAY CUTS SHALL BE ' 1 , t' , DETERMIED AT THE OF CONSTRUCTION. �LJ YZ.1 W NQM STORM DRAINAGE CONVEYANCE PIPE IWTHIN PUlIUC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOW MATERIALS: en I COVER PVC, SOR-21 >18' PVC, SDR-35 >3' PLAIN! CONCRETE PIPE (12'4) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'0) >18' ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" LU -ca NAME — DATE EXPWS- 11-07-LV THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dote Approved:/90 EXPIRES, 1-� PROJECT MA►IRCI®1 ., 9W WAKEFEW 02 b 1641 VIEW RIDGE SOUTH at LAKELAND GRAPHIC SCALE 50 0 15 50 100 LOT STORM DRAINAGE PLAN ( IN FEET ) NOTE: ALL STATION AND OFFSETS SHOWN ON HIS DRAWING I inch = 50 ft. A PORTION OF THE N.E. 1/4 AND NW 1/4 OF SECTION 6 ARE FROM HE ELIZABEH AVENUE CENIMNE. TOMNIMP 20 NORTH, RANGE 5 EAST, WJM. CITY OF AUBURN, PIERCE COUNTY, WASI•NYGTON � CB +6097, SOW R) 1 I IE - "j IE - 537. 4693 L7 +06.05, 112.79' LT 02+4241 Jo020 Li 62+57.33 376Il0 L7 1 I CB % \ \\ RIM = 537.15 i)PE 1l, (90,Y1, i I E = 538,49, 6'E E = 537.96 E = 510.79 82+7552. 467.23" Li 88+94.00, 513.26' LT ff77JJ _ E=53394 r R E=S1369, 1Y E,S ;� , 82+24.41, 205.30' LT E = 54Zt4 IE - 549.92 IE = 552.47 IE = 553.47 I I 1 \ \ \ IE = 544.89 I \ \ W - -- --(- ------' -- ----- - USE fO' PPE If71Cn1sFOR nDNs @- VT 6" 1 I IE \ 1 J-P C �k41 1 R f ` }IC• �-__, -- -901F ,- -- \ \ !o � 1 11 -------� * --�\ ---- � YY < 1 FF=50.i0 \ E+ 41Q71 - 1 ; 1 Mull IE = 533.1 1 FCF=/IS�UM.! /= F�F]=5�62.0 /�Q C8� 1 1 w +M 39, 14270' 5L ` � Nv \ 1 1 \ XI I1 IYr SD ' . FF-3f1.o 0o rPE O47tllr LT zar c r 9o+7s.39. to7.o9' LT . 1 E = 53379, fY 1 I0 4.35% 0 1.Ox M61 P i 1 i \ , 47Lf5 Li \ / 1. 499.79 m+65.7L 77007' li 1 1 1 / 71PICAL 3.84!< i I 471.IT lT I s'f SD ' \ \ 1 1 � E = 49700, 8�� t� \ \ FF o 40 0tos p \ - 90+63.00,600.5z'Lr------- 1_ =#R,3 62+72.46, 5.85'�L7 f '� 1 Irll"1CT Pv* 0', "'..\� •507.97�63iF-506.0� \ E 1 1 1 1 - / E' - 549. 0 401E ro Fi-509.6 82+l227, 1l2.30' Ri 1 1 1 CB �� \ �� -' / • � � � � 1 1 E = 534.10. 12• 1 _ 03+83.W, I .2T L7 \ \\, \5 1 90+70.29, 540.94' Li 1 � IE 502.75 FF=539.4 _ 11 ` Vl LT \ = 545.36 %/'� , � �' RAD61S 40L1C Li - 11.93' Li 1, i ' -- iF-5040 vv FF-5%Z / , \ _- 1 is - fF-5,10 ', 1, 92+_20, 773.1wx •� \ I 10.E E = 499.00 92+76.4, 74654' LT 1 83+07.27, 142 ' RT � �,1 68.5/, Li , -�a5� 1 f "� Ci8 111 = 53443, • I , 2 6'f ' `_ 83+46 3, 285.10 LTI E _ .54 , 506.13' L 9RF 1 i R.pp,p ` SOLE 6'0 E - W.- IE _ .50 1 1 55CB >>k39 �I - FF='56c1.0 1, l FF=539.8 111 ( I -� _ - / 6 04 -' W � FF-310.5 II i� E _ 50050 fi-001. 143..iT Li '68+9822, 237J3 L 1 r: _ 91+3286, 520.29' L7 1 ` . 13 E=51210 7 71, = 5I250 !24 92LOi' 1 725YN7 I4;Y IT 11 ' T $ 1 40LF 6• 0 / / E: - 555.14310.01' LT `.e 1 1 1 CB �8,17.f� FF=5I 92+9642, \ 1 1 FF= .1 1 1 ��QQ� s3+SM,, = 40. 5 1 I = 33655, BEND. -51025 1 57 .►, 1 1 cB i / LT I s its �" 12FFao.S FF454 $ 1 Fr-546.5 / 86.28, 1165L / /// CT *Ew , E = 5I5.9�F 1•/ 11 ' FF=522.D' / 115 ` 53+78 4 Lff 7 \ / 55500 / \./ FF=5210 11 I E' 529U 1 / ' / I 58 FF- 1.3 11 1\ IE _ .69 _ _ _ 8 // , TANKSITE 1 _ _ - 1 I i / /im64l25 Lce safo 84+s1.4y 13&39 RT \ 6S+ 00, U00, ' / / P E = 515# i y E = 53515, 3 \ __ \ , 91+39.04, 417.86 L I I _tom E: 14 / w 7� � .8�'YT� / �`\ 1 IE = 519.75 FF-SN1 / 93+OD , LT \\ - d `OM ' =542.03 FF-061 ¢ FF=559.4 / \ 91+64.48, 372.26' LT 11 I \ = 509.75 _ t?• �� \ �, C8 #30 / IE = 522.50 IMF 6'0 I 04+93. I3i� RT FF 543 0 \ \ 1 FF C0 / ` \ ` \ _ / =520.0 ` I 64 r r('e iris \ / \ / / \ C9 028 \ emu rr i • `� lk&W.. 569.08' LT \ �i • \ i l -�5t400 t, ° 1 / \ =557.0 / / TRACT PC. I� �I E s 5 -577.0 �� 1 i 65+5U41r IR FF- / / 5�. IE D4 r EXCEPTION 30 88+42.99, ru AT & T 12+04.614 / 10.3 LT / _ -- ----- Sn j- 7.75 1 ' BS+%K In \ 1 �' \ / ( E = 5% IE - 556.20 \ „ \ . 1, 77LF I 2z 31551 LT s 1 IICB �.� ) // w Q +\ FF-550.9 .� i / f E = 52 . L� i ' \ L► k\B *10 VR-SJII IJ�' -535 - \\� '' ��� CB 2 f !' o � � \ � � � / 924,A.� 23•. � � � 92+607d`J�L'4P' `\ 1360. r RT I \ +� +41.49, 1 7.90 RT '�' \ r E' SM90 \ \ IE = 53799 +VIE RM• \ / FF=556. 6• / y \���\ 73 NF CO E - 510.01, 62 63 w ' \��. i 9Q+34.94, 156.4r LT ,figA,r. E= 53425 \ !i` �\ `\ FF=544.2 iF 5 r, \�' E - 541. / CB "a 4E �i \ i \\\�7 P I \ \ � yy ` \ z \ / • L7 IVrr FF= 539.5 FF-561.0 /ggam \'� CiB / .\�` pN314 IIf.lO' RT \ \ � W/01.46, 214.15' RT d A 11.2T 9E10 ' ` ' 5B0.5 '� n Vic\ \ \ Ct f _ ,fi - �lfEb39.01 E-547.0 ��` `_ vii, m \ i // 2 \` FF 7 68+70.% 193.75Rr ' ,' 11.25' BEND �� / ; 1 rl/"1CT ,A• 69+49.F., 1200• .0 - \ ' \ , •5, / END 8•I PERF, E = 556.0 + / 6"0 sD o 1.0% WSTALL Eltl crr CATCH BASIN #44 \ \ \°h'x FF=554.0 i TYPE IL W SOLID LID 90+3794 I1LW' Ri \ INSTALL CLEAN -OUT E = Soto RIM = 536.25 \\ \ / ,fy�+ \ FF-5p0.5 IE = 534.00 92+07.48 111.81 RT 12"0 SO TO CB/ 42 IF = 547.0 `\ \ \ } ��yB�Y b' • \ ` 3 E > > 3 o g S g � a o 2¢ 4¢ a¢ d Q x�TdO1 U J cc CC Z Q CL LLJ m fri Y p (J 0- 0 �L aO 0 � a W o w ccLLJ cr Lu LJ Z I1J W ~ U fa�a� N t N =La o3a N � < oa u � M DATE SEALED 7'/7-60 10' BENCH (PP.) \ FJ`flc7sTER�NV\2 �• .�•. ONAL 8"0 PERF " N FF=547.5 / `� \ • INSTALL p4PERN0US LINER ALONG � \\ 4. / � EXPIRES. I-ar THE SLEWALL TO WITHIN 12. OF THE SURFACE AND ALONG THE BOTTOM I`4 SLOPE VARIES OF THE TRENCH �- \ \ \ / 8'' SD .\ " J'DD�,�Y WAKEFB.D 00.5% FRENCH ROCK FRENCH 6•/ SNB 1 1.Ox MN. ``� sryr / / FRENCH DRAIN I� 3.9�7• Sr' \ \ \ �1 AS y DESM SAD. DRAW 1 ROOF DRAIN TKxiT-i.ME \`\` 93+96.00, 111.81 RT \ WN JE and SAD. ��pp �,/ T �\ \ \ RECORD DRAWING CERTIFICATION PROJEC REF: FAC 8-0041 A6 M.W. W #" DE 1 AL TN. 2 TO CB /11 RCSE DRAIWIGS CONFORM 70 HE � `= (SIZE VARIES FROM 12•0 NEAR CONIRACTOR'S TRU� RECORDS 4 B �W SEC 5,6 T 20 M R 5 E N.T.S. SECTION AND TO THE BY: HEMIDDLE SCIPPLANS A RE APPROVEDBURNS ER NC CONFORMANCE WORMM CE WITH �f ff GrSIONN Tv V\� FLE NO 1:\LAKELAND-50\25958 4' BEGINNING AT LOT 70) REQUIREMENTS. DATE 10//9B (SLOPE PERF. PIPE (SLOPE TOWARD DATE: �� r�0 CB F11 0 0.50% MIN.) ExPcacs� a-o�- FRENCH DRAIN DETAIL (SECTION 'AA') DnE/Pos�RDN: �^-� o�e� Approved By. �� SHEET 13 OF33 N.I CONFIRMED BY CITY DATE: 3• f�-o3 Dote Approved: 1&/Ol` LFLELAO S0. 25958 49 v� 0 1641 I ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANQARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL GINS UCTIOI LATEST EDITION, EXCEPT WHERE SUPPLtZTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG NTH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4 A PRE -CONSTRUCTION MEETING SHALL BE REWIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL ,1-800-424-5555) FOR UTILITY LOCATION ANDS LWATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPH6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT 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. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND 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, 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL DRAINAGEOSIOON/SLNATIONOFF B CONTROTEMPORARY OR L PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES 10, EXISTING PAVEMENT SURFACES SHALT, BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES V2I OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE N W AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-I. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH NTH A MINIMU HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER. WATER, STORM OF THE FIVE FEET (5'). 14. ALL CONSTRUCTION SUIMYTNG FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15, THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NNEECESSARY*OTOAREMOVE EM V MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCCT16. CERTIFIED DRA"o ARE REQUIRED PRIOR TO PR0.1�CT ACCEPTANCE. REFER TO THE CITYS RECORD CONSTRUCTION DRAWINGS REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14') WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL 6E ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED NTH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MALADIES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6' FOR SOR 21 OR 35 PIPE.21 / INCH MINUS EDDING FOR PVC, CONCRETE CRUSHED ROCK S INCHES (6 ) MINIMUM DUCTILE IRON DER,PTO SHALL INCITES (a6')') MINIMUM OVER THE Pii'E, AS PER THE CITY OF AUBURN STANDARD DETAIL N0. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23 ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL. FOR TRENCH BACKFILL PER SECTION 9-03.14, 24. PIPE TR NCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICU AR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVE( PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STORM NOTES / DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE N.E. 114 OF THE N.E. 114 SECTION 5 TOWNSHIP 20 NORTH RANG 5 EAST, W.M" CITY OF AUBURN, PIERCE COUNTY, WASHMGTON -D1 I.N.\I A c _ .' N 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT QF PUBLIC WORKS STANDARD DETAAL SSFC-1 AND MARKED "DRAIN. 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-4. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CNTY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4A, 46 R 5. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVfWWMY DETAIL STDW-IA FOR DRIVEWAYS ONSIDE WITH LANDSCAPE STRIP AND STDW-18 FOR BE DETERMINED SIDE TIME OF CONSTRUCTION). (EXACT LOCATION TO 5. RESIDENTIAL DRIVEWAY WIDTHS AND LOCATION SHALL BE IN ACCORDANCE NTH THE CITY OF AUBURN STANDARD DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3. 6. STREET SURVEY MONUMENTS SHALL BE LOCATED AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBUIRN DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONIAWENT TYPE A MODIFIED STANDARD DETAIL STMT-1. 7. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 8. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEHIND ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL GEPT-3. 9. THROUGH -CURB INLET FRAME AND GRATES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROD( WALLS IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. 11. CONCRETE CURB AND GUTTER SHALL BE USED FOR ALL CURBED ROADWAYS AND MEET WSDOT/APWA STANDARD PLAN F-1. STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRO TO CONSTRUCTION. iALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED IIMIP NO WASTE" - DRAINS TO "EITHER" STREAMS, "WETLANDS" OR "GROUNDWATER' AS APPLICABLE. 2% LOCAL RESIDENTIAL N_ LS LANDSCAPING STRIP 3% 39, LANDSCAPING t' I 4" GRA L BASE COMPACTED DEPTH MOO" 5/8' MINUS C 1 3" CL. 'B" ACP - 3' 14' 14' 25' NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 2) FOR CONCRETE CURB & GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND DETAIL SHOWN ON THIS SHEET TYPICAL ROADWAY CROSS-SECTION REFERENCE AUBURN STD. PLAN NO. STSX - 7. N.T.S. SAW CUT OR EQUAL CUT TO BE UNIFORM AND VERTICAL. (SEAL JOINT W1 EMULSFlED ASPHALT) EXISTING GROUND LINE OR SUBGRADE NOTES, 1. 3" MINUS IMPORTED OR NATIVE MATERIAL MEETING OR EXCEEDING WSDOT STANDARD SPECIFICATIONS 9-03.10 FOR GRAVEL BASE COMPACTED IN MAXIMUM V LOOSE LIFTS TO 95X MAXNMKIM DENSITY. ANY NATIVE MATERIAL USED SHALL BE TESTED FOR COMPACTION AND/OR GRADATION AS REQUIRED BY THE ENGINEER. 2. BEDDING MATERIAL PER WSDOT STANDARD SPECIFICATIONS 9-03.15 AND 9-03.16 COMPACTED TO 95X MAXIMUM DENSITY DEPTH OF MATERIAL SURROUNDING PIPE SHALL BE ADEQUATE TO SUPPORT THE PIPE AND TRENCH. 3. ALL FILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4. SHORING AND CRIBBING ARE REQUIRED WHERE TOTAL TRENCH DEPTH MEASURED FROM EXISTING SURFACE GRADE TO BOTTOM OF TRENCH EXCEEDS 48". 12' 0 0 0 0 0 0000000 0 °0°n°0c0O yh4ss h . VARIABLE MAXIMUM MOTH SHALL BE PIPE I.D. PLUS 24" CLEANOM MM PAVMG CAST IRON RING AND COMER PER WSDOT STD. PLAN B-18b (EXCEPT SIZE PER PLAN), rA . FINISH GRADE CAP AS REOIIIRED =a PIPE SIZE PER PLANS 10' F a �I IZ JOINT UTILITY TRENCH I I 2 TYP 5' TYP. I TYPICAL 6" OR 8' ROOF DRAIN LOCATION GAS CAN CABLE TEL. CABLE TCL POWER CABLE - GRIND AND OVERLAY SHOWN ON PLAN 3' MIN. COMPACTED DEPTH, ASPHALT CONCRETE CLASS B 12" COMPACTED DEPTH, 5/8" MINUS CRUSHED SURFACING TOP COURSE SEE NOTE I SEE NOTE 2 UTILITY TRENCH AND PATCH DETAIL REFER TO CITY OF AUBURN STD. DET GFPT-I & 2 N.T.S. 2" CONCRETE 2" ASPHALT I RECORD DRAWING CERTIFICATION THESE ORAWNNGS COIFORM TO THE CONTRACTOWSSOINSPItICTION RECORDS BY DATE: 'D3 TITLE/POSITION: % /nze'g r- CONFIRMED BY CITY DALE: la7d PROJECT REF: FAc 98-0047 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. U"2eqr. Date Approved: 2li0-lop k -iV >• ppQ p? 1 Uj U� Zij U� 2¢ Q Q d Q C Q O M N ^ o m � ono Xona 1 M O� C Sc 0 L 4 3 o a N�a o< u I n f°- v N U J Q r^ cc L f- LLJJ N fa-: �z OL'mA �Wp Va. IM 0<� Uca � _a c N _ a 0 zr LLI W OL OL cc W LII Z w JMJJJ H U DATE SEALED ?-/] -C'o EXPIRES: PROJECT MANAGER JERRY WAKEFEW DESM GT. and MW. DRAWN JE and GT. CFECKED MW. SEC 16 T 20 N R 5 E FILE NO I: YLAKELANO-SO\259M DATE 1012VSD SCALE r-20' SHEET 14 OF-M ERE NO 25958 LAKELAND SO. Pf 50Z 14 A8 0 -1- D 14 4 1 1 1 I 1 � 1 1 1 1 % 1 1 � 2 1 (y��11D N in Z N 1 m 1 � I 1 1 1 I 1 1 1 1 1 �1 1 GRAPHIC SCALE 20 0 10 20 40 ( IN FEED ) 1 inch = 20 ft. VIEW RIDGE SOUTH at LAKELAND PUBLIC ROAD AND STCe M NNTX. DETAILS A PORTION OF THE NE 114 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH, RANGE 5 EAST, WJAL CITY OF AUBUFK PEACE COUNTY, WASHWTON STA-83+06.06 14.00 LT STA: 30+14.83 45.00 LT ELEV = 541.48 FLOMERE CURVE DATA A = 90,00,00" R - 30.00' T - 30.00 L = 4712' lOL*VE RADIUS POINT STA: 30+44.00 44.00 1 STA: 83+06.06 44.00 1 CUTTER LINE STA: 83+36.06 44.00 LT STA: 30+44.00 14.00 LT ELEV=540.81 1 STA: 83+64.06 14.00 LT 30 STA: J0+44.00 14.00 RT ELEV - 540.81 DE7AJ- ELIZABETH AVE SE and 'SM Cr. S.E. SCALE: I" = 20' \ \ GUTTER LINE STA: 85+53.13 14.00 RT STA: 36+41.76 52.70 LT \\ ELEV = 545.75 WRVS RADIUS PENT STA: 85+53.13 44.00 RT STA: 36+12.47 59.18 LT� FLOMIR4E CURVE DATA i A = 10616'38" R = 30.00' T = 40.01' L = 55.65' / WAVE RADIUS I LENGTH I DELTA ( 230.00 89.02 22'1 C6 230.00 144.85 M59 C14 OVERALL 230A0 EMT 5815 35 It INTX. - EL. = 548.36 STA: 86+03.20 (ELIZABETH AVE. S.E.) STA: 36+50 (KNUCKLE) '" { '106T6'38" CURVE DATA - R 30.00' GUTTER LINE STA: 86+53.27 \ 1 /T = 40.01' STA: 36+41.76 52.70 RT L - 55.65' ELEV = 550.67 \CURVE RADIUS POINT STA: 86+53.27 44.00 RT RT GUTTER LINE / P.R.C. STA: 36+12.47 59.18 STA: 86+18.21 38.86 RT STA: 36+12.73 29.18 RT ,ury ,����[/\� ,�`/�-�,ELE,V^r5�4&37 EL ZABETH AVE. S.E. and ELIZABETH EM- AVE. SE KNUCKLE SCALE: I" = 20' F 1 I GUTTER LINE P.R.C. STA. 43+34. 4 30.00 LT I ELEV = 562.91 '�, 1 FLOMLRE CURVE DATA A = 5210'55" \ R = 30.00' T = 1&09 L = 32.56' CURVE RADIUS POINT r STA: 43+08.11 44.00 LT I GUTTER LINE -� STA: 43+08.11 14.00 LT ELEV = 562.18 „ `GUTTER LINE \STA: 43+30.88VE RADIUS 44.00 RT 43562.64 14.00 R7 ELEV to ` L , \ r� 4 I W r w _ - 7 STA: 88+23.99 44.00 LT S7A: 40+44.00 14.00 RT ELEV = 558.54 LCURVE RAMS POINT STA: 88+53.99 44.00 LT R S7A: 40+44.00 44.00 RT FLORAE CURVE DATA A - 90V0'00" = 30.00' = 30.00' = 47.12' STA W++u.99 14.00 LT STA: 40+14.00 44.00 RT ELEV = 561.26 QUA L ELIZABETH AVE. S.E. and FRANCIS CT. S.E. SCALE: 1' = 20' RECORD DRAWING CERMCATION THESE DRAMINGS OONFOAM TO THE ^ CONTRACTOR CONSSMMTKNN RECORDS DATE:dn3 TITLE/POSITION: Q-*;ti 0 CONFIRMED BY CITY DATE: 3 - rl• D3 9 EXPIRE&, 11-07-00 PROJECT REF: FAC THESE PLANS ARE APPROVED FOR CONFORMANCE MITH THE CITY OF AOBURN'S ENGINEERING DIVISION REQUIREMENTS. L " WA W ��ye I ♦ n V onm LrNav> no �gn n a m $°1n � oft F y �S NiI n ra n (V U _! J Lu 3 Z W W w U DATE SEALED ?� V AKf wA EXPIRE&, 1-31- PF40JE T MWMU1 DEEM QT. aid CHECKED 1 ! SEC A6 T 20ft AGE ME No ruAXE1Ak1 $Q%x se DATE iMAft SCALE tW SHEET 15 OF22 FLE NO LAKELAND S0. OzDIM GRAPHIC SCALE 20 0 10 20 40 ( IN FEEL' ) 1 inch = 20 It VIEW RIDGE SOUTH at LAKELAND PUBUC R WA D ITLS PORTION/ OF SECTION TOWNSW 20 NORTKt OF E'• COtNrY WAiSHINGTON MoRam r rr r r r J CURVE RADIUS PANT STA: 92+23.94 44.00 LT STA S0+44.00 44.00 LT GUTTER LIE STA: 92+23.94 14.00 LT STA: 50+14.00 44.00 LT ELEV = 553.06 �$'�': GUTTER LINE STA: 92+53.94 44.00 LT STA: 50+44.00 14.00 LT ELEV = 549.50 FLOM M CURVE DATA ,t�s = 90T70'00' R = 30.00' T = 30.00' L = 47.11' NTX. - EL. = 551.28 STA: 92+67.95 (ELIZABETH AVE SE)�� STA: 50+00 (HAZEL AVE. S.E.) 1 . ;.. m DATE: STA: 92+81.95 44.00 LT STA: 50+44.00 14.00 RT ELEV = 549.50 CURVE RAMS POINT STA: 931.15 44.00 LT STA: 50+4+14.00 44.00 RT FLOMM CURVE DATA --� L = 90'00'00 R = 30.00' T - 30 00' L = 47.12' GUTTER LIE STA: 934-11.95 14.00 LT STA: 50+14.00 44.00 RT ELEV = 549.03 RECORDS TITLE/POSIRON: )?,tcuA Af&jc4ati- CONFIRMED BY CITY CZ, DATE: 3' ;a 3 • 1 •r� THESE PLANS ARE APPROVED FOR COWORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. !p -i V -3 N i i x 8�l $O1n LAJ c 5( 0 �a o � M1 h°- n N U J F V _W W J U DATE SEM VAIr s C 1ST � 70NAL E)WM& 1-31- PROJECT 6UAMAER J9W WM®RD DEM M1 OMT.Intluw DRAWN JE ■W QT. CHECKED Iiw SEC AS T20K R51- FLE NO c4Aum0-s0x4 1 DATE MAIM 8CALE f w SET -V OFV FILE NO LAKELAND 90. 0;1L D 1661 �°G'°" °` NOTES VIEW RIDGE SOUTH at LAKELAND C�IADING AND EROSION COMMOL I. S APPLY FOLLOWING MIXTURE TO THE PREPARED SEED ATT A RE OF 120 L BS/ACRE: A RATE BED GRADING / T.E.S.C. NOTES AND DETAILS 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, PROPOR11ONS PERCENT PERCENT A PORT ON OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE N.E. 1/4 OF THE N.E.1/4 SECTION 5 SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED NAME BY OUGHT PURITY GERMINATION AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION pp�y����, d..�V� TOWNSFF '20 NORi�HY RANGE 5 EAST` WM1. CITY OF AU PIERCE COUNTY WAS MTON ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE REDiOP (A(AROSIIS MBA) fOx 92 90 RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. ANNUAL RYE 40% 98 90 (LODUM MULTIFLORUM) 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED CHEMNGS FESQUE 40R 97 80 DRAWINGS ARt. INTENDED TO BE MINIMUM REQUIREMENTS TO MEET (HESTUCA RUBRA COMMUTATA) ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION (JAMESTOWN, BANNER, CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND SHADOW OR KOKET) ADDITIONS i0 THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF WHITE DUTCH CLOVER 10% 96 90 THE PERMITTEE. (TRIFOLIUM BERENS) 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL 2 TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM ISM THROUGH DUNE 30 AND SEPTEMBER 1 TFRIXlCd1 OCTCBER 31. (NOTE: PLACE AND OPERATIONAL. IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER REQUIRED. IF PLANTING BETWEEN NOVEMBER i AND MARCH 31, CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR RECOMMENDATIONS NTH APPROVAL FROM AUBURN. EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND 4 SITE PREPARATION - ♦ EFORE SEEDING, INSTALL NEEDED SURFACE DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING RUNOFF CONTROL MEASURES SIXTH AS GRADIENT TERRACES, SCHEDULE: INTERCEPTOR DI(E/SWALES, LEVEL SPREADERS AND SEDIMENT FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE BASINS. WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 5. SEEDBED PREPARATION -THE SEEDBED SHOULD BE FIRM, BUT NOT DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. COMPACT, NTH A FAIRLY FINE SURFACE FOLLOWING SURFACE FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVIIES SHALL BE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT "CAT ANGLES TO THE SLOPE AND PREFERABLY WALKED" UP SLOPE. CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS NTH AN AREA GREATER THAN 5,000 SQUARE FEET 6. FERTILIZATION - AS PER SUPPUER'S RECOMMENDATIONS. ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HORS DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL USE NON -PHOSPHORUS FERTILIZER. REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 7. 'NYIXROSEEDRIG" APPLICATIONS NTH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE B. MAINTENANCE - SIDING SHOULD BE SUPPLIED WITH ADEQUATE BOUNDARIES NTH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY CLEAR TO THE WAITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED M THE HOT OR DRY WEATHER, OR O1 ADVERSE SITES. WATER APPLICATION FIELD. RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RtC HT -OF -WAY. 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURPoNG BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, AS SHOWN ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IN ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS N THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED NTH MULCHING, NETTING, OR OTHER TREATMENT. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES NTH BRIGHT COLORED FLAMING. THE CONTRACTOR SHAH CLEAR TO THE LIMITS AS ESTABU9E0 ON THIS PLAN AND AS FLAGGED N THE FIELD. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING (N THE PUBIC RIGHT-OF-WAY. TEMPORARY SWALE AS NECESSARY TO CONVEY SURFACE WATER TO TESL PONDS, SLOPE 0.005 FT/FT MIN. UNLESS OTHERWISE NOTED. TYP TEMPORARY SWALE POND TOP PER PLAN 1 112" WASHED ROCK GRAVEL CONE WATER TIGHT SEAL INVERT ELEVATION PER PLAN 12' PVC 12 x 12x 12 PVC TEE NTH _ RUBBER GASKET JOINTS RUBBER GASKET PLUG WI - ORIFICE (MAINTAIN EXISTING ORIFICE DIAMETER) FALTER FABRIC M 2"x2'XI4 GA. W. 1 x4' DOUG FIR i' - 1 112" WA ROCK OR PEA G 6"x6" TRENCH 2" EXCESS OVEF STAPLES OR WIRE RINGS (TYPICAL) FILTER FABRIC MAXIMA. - MAW 100x OR EQUAL. 2'x4" DOJG FIR 0 4' Q.G. —I 2 x2'xl4 GA WELDED NRE FABRIC OR EQUAL ................... NDiES TYPICAL CROSS—SEC77ON I r I 1. PLACE 1' OF 3/4' - 1 112' WASHED ROCK OR PEA GRAVEL ON BOTH SAGES OF FENCE TO CKAW A BEVEL SHAPE. V V V V 2. FABRIC SHALL COVER BOTTOM OF 6" X 6" TRENCH AND EXTEND BEYOMD THE LIMITS OF THE GRAVEL N ORDER TO MAINTAIN AN ELEVATION 6" X 6" 7RENCH EXCESS OVERLAP OF 2" WOMLIM AS 91ONW IN TYPICAL CROSS-SECTION. SILTATION FENCE DETAIL MYAI[I I' DNA. TYP, 40 HOLES MIN, a ICI" 0 C THE LIMITS OF THE GRAVEL CONE CUP STANDPIPE, OPEN TOP, BOTTOM. ENCASED IN CONCRETE. DISTANCE GREATER THAN MINIMUM rHEAD TO PASS DESIGN STORM 0.5' 25 YR / 24 FIR W.S. ;f r 0 0 ° O`.Jl VARIES 0 BID .. _. •- .-'.all..-... �_; _• GRAVEL CONE INLET N.T.S. REFER TO CITY OF AUBURN ST DIET DEV-4 MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED LSO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST DU DETERMINED WHETHER THE PROBLEM IS LOCAL (I.E., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDER DESIGNED. IF THE PROBLEM IS UNDERDESKGN, THE PROJECT ENGINEER SHALL BE NOTIFIED �/ i AND THE CHANNEL REDESIGNED 70 A MORE CONSERVATIVE STANDARD 3. THE CHANNEL SHALL HE EXAMINED FOR SIGNS OF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN -r-T EROSION CONTROL BLANKET OR NET. VANS. ° DEPTH AS 9100 ° D ON PLAN 1 ff0W1ENT SETTING and STORAGE_ II 111-1 1 1- 6' GONG. NASE Pablo /0TT171 ELEV. VARIES CTED GRAVEL BASE MAINTENANCE STANDARDS 1) QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2) IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL DRAW TO A SEDIMENT TRAP OR POND. 3) ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-STE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY, IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5) IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. STABILIZED ClW3TRUCTlQV ENTRANCE N.T.S. REFER TO CITY OF AUBURN STD. DET. DEV-5 c: r: a FILTERED WATER va, TYPE I CB— '#:.:;< FILTER FABRIC PLACED MOMS ' UNDER GRATE 1. FOR CATCH BASINS AND YARD DRAINS, HERE SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE. SEE EROSION CONTROL NOTES. TYPICAL CB SEDIMENT BARRIER DETAIL N. T S. STRAW BALE DETAIL N. T. S. MUST COMPLETELY COVER THE U AND SIDES OF THE DITCH )ckOC�G?L�� J 24' III. CROSS SECTION 2:1 SLOPES L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING ROCK CHECK DAM DETAIL NOT TO SCALE OVERFLOW SPILLWAY 6' MIN. MOTH L, of 314' 3, .. _ WASHED ROCK SEDIMENT POND OVBW:LOW RECORD DRAWING CERTIFICATION THESE DRAWIGS CONFORM TO THE CONTRACTOR'S WISTRUCTION RECORDS BY: DATE: l `i'� TITLE/POSITON: CONFIRMED BY CITY GZ DATE 3 • ML D 3 N.T.S. 2"-4' ROCK EXPIRE& 11-0706 - PROJECT REF: FAC THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 4 �z"l Date Approved: Z% L n 8 8 o pSo N ^ e y z� zm �m mm O M N ^ O O ID7 o n xoTd C 0 o ^aa m C 0, c. Im v o „a O4 3 E c 0 O M t2N°a f r a N U J J LL r ui Z Q o co I— coa�Q ct� Z W Q G uj :5 �_QzzzLu CO CD co 4) Z zLu ^a CC is Lu w Z W � J F U DATE SEALED 1 EXPIRES PROJECT MANAGER JE RRY WAKffRD DESIGN GT and M.W. DRAWN JE and GT. CFECKED MEW. SEC 5A T 20 M R 5 E RE NO I: \LAKELAND-SO\25958 DATE 9-24-99 SCALE 1-201 SHEET 17 OFL3 FILE NO 25958 LAKELAND SO. 01 p 166 W 520 510 - - 500 7 VIEW RIDGE SOUTH at LAKELAND GRADING / T.E.S.C. POND X-SECTIONS + DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE N.E.1/4 OF THE N.E. 114 SECTION 5 TOWS 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COENTY, WASHINGTON SEDIMENT FOND #3, XSEC I" = 20' HORI2. POND EMBANKMENT NOTES' 1. POND BERM EMBANKMENT SHALL BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL WHICH IS FREE OF LOOSE SURFACE SOIL MATERIALS• ROOTS AND OTHER ORGANIC DEBRIS. 2. POND BERM EMBANKMENT SHALL BE CONSTRUCTED BY EXCAVATING A "KEY EQUAL TO 50% OF THE BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND WIDTH. 3. POND BERM EMBANKMENT CORE SHALL BE CONSTRUCTED OF COMPACTED SOIL (A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY, STANDARD PROCTOR METHOD PER ASTM 01557) PLACED IN 6 INCH LIFTS, NTH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A MINIMUM OF 30% CLAY. A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT OR AS RECOMMENDED BY A GEOTECHNICAL ENGINEER. (NOTE: IN GENERAL, EXCAVATED GLACIAL TILL WILL BE WELL -SUITED FOR BERM EMBANKMENT MATERIAL). THE CORE SHALL BE ADEQUATE TO MAKE THE EMBANKMENT IMPERVIOUS. 4. ANTI -SEEPAGE COLLARS SHALL BE PLACED ON OUTFLOW PIPES IN BERM EMBANKMENTS IMPOUNDING WATER GREATER THAN 8 FEET IN DEPTH AT THE DESIGN WATER SURFACE. E .. CORE QUARRY SPALLS LAMt larate..-�����►. THICKNESS EXPIRES, 11-0/-Dp DRAWING CERTIFICATION PROJECT REF: FAc 9e-W47 ,y THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: TITLE/POSITION: Approved By %4�/ CONFIRMED BY CITY DATE: Date Approved: w 3 3>3 > > _� ZS a s g g g m W m W j W m W m a ¢ a ¢ a ¢ a ¢ o m m � ono mcc v L 67 -mM ,^aa � m C'L.mM M pv X 3 o a 'o o rn NEa o� p � n r� \ n U J _1 O � wUJ Z OZoa Q a� x (L,p W ui �gcli co U�3 a ul a w Z w —> o w or_ C) Ir Lu w Z J w H• J � U DATE SEALED . 7-. PROJECT MANAGER JEflRY WAK68D DEsm QT. and M.W. DRAWN JE and QT CHECKED A(W. SEC S6 T 20 NN. R 5 E TILE No I\LMELAND-SO\259M DATE 91-24-99 SCALE r-p, SHEET 18 OFL3 FILE NO 25958 �LAKELAND S0. 0;2D 1661 I:\LAKELANO-SO\2595B\WORK\Pitshts\SHT19.Owg Mon Jul 17 13: 02: 57 2000 J. WEIS o\Lutuua-so\250W\WRK\nlswn\.xtl9.owc rc-hsC R MATCHLINE SEE ABOVE FOR CONTINUATION ,t 'i ;1 1 o oll o SEE GRA #0032-99 ON FILE WITH CITY OF AUBURN FOR CONTINUATION OF GRADING THROUGH FUTURE SCHOOL SITE s$f i911= 0 0 0 0 I l WEST BOUNDARY \ � a VIEW RIDGE SOUTH at LAKELAND GRADING 1 T.E.S.0 XSEC PROFILES EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B Puyalup St. Sumner, Washington 98399 Attu Jay Babcock 0 0 0 NORT"-jBOUNOARY '1 ■ Engineeringa 2601 South 35th, Suite 200 Tacoma, Wwhington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 DOM IN 4 PER CITY OF 7-17-00 NOT- c.t_a AUBURN REVEWJ.P.W. 3 PER CITY OF 6-13-00 GLJ AUBURN REVIEW 2 PER CITY OF 5-30-00 .W./JE AUBURN REVEW i PER CITY OF 1-20-00 J.M.W. AUBURN REVIEW VIEW RIDGE SOUTH at LAKELA!ND GRAPHIC SCALE COMPOWE LrrLffY PLAN 60 0 w 60 120 A PORTION OF THE NE V4 AND NW 114 OF SECTION 6 IN FEED TOWNSHIP 20 NORTH, RANGE 5 EAST, WJM. CfTY OF AUEILFK PERCE COUNTY, WASHINaTON 1 inch = 60 ftt TRACT 'A' rO i 1V / , CB M / 13 .xi + 21AI 20 C8 W-MI 1 IF-w0 / 11 7 . lF-mm / - � \ no R%dx, 4 Fun#E s 90M SM 7 / / MOIL / / i CONTRACTOR I� REVVED TO HAVE Tf E CITY OF AUBURN STPEMiO NOTES AND S7LE� ON D DETAILS AND ,SPEC�ICATIGNS AVAal1�LE ON J08 SITE N11E4BU CONSTRUCTION IS IN PwSWu, -17-x EXPIRES, I1-07- 3y >` LIE L VIEW RIDGE SOUTH at LAKELAND SANITARY SEWER AND WATER — ELIZABETH AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE N.E. 114 AND NW 114 OF SECTION 6 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WA9HVGTON SEE SHEET 24 LEFT FOR CONTINUATION 1 I I - I I 47 46 53 FF=542.5 i I STA. 0+71 , 1 � I I 42 LF 6'0 PVC �!• / 1 46 LF 6'0 PVC I < VJ I INV. = 540.00t �!= 1 INV. = 534.60 «JJJJJJ i 1 STA: 82+50.02 0 I S 9 1 -- -' $- 4---- 42 LF 6'f PVC 14.00" LT INV. - 533.5U I �' 1 ANGLE PT. fL io / TA: 81+76.42--1-1------•----- - - - - - - - - - - - - - �' 17'f LT 1 .. , ! 11 LF 6"0 LITIES MATCH EX. ( IN CLASS 52 R EASEMENT w�`''�,;.a 540.26t . v o o _ ° , , - ' . • o N _ SIDEWALK . 9 ......,._..__...___._._.. _ 74. �I� - r. . e LANDSCAPE' AlL1 1b ' - --- = - I 1 : �! �. 163 LF 12"0 D CLASS 5� ® - =`-' CQNCEC RB t L1 GLA55 5, Cg (PG to ly %:) M+W ") ,. 50 LF 72 ODI CLAS 3 12'f 01 82+00 231 t34+00 _ 8 _ 174 83' 108.29' r 1 15091901) ---_— 283 12 " � �_� p��� h ELIZABETHAVE�S.E. -FACE OF ° SIDENALK , STA.4s+';Z.fA-Z4.44'P,' r--__— --___ r r r- M _ - 1 71 $ l l I 1 I I I-� EASEME+48 - - 1 STA. 6'0 - ------- — — — ----- 40 LF 6'f PVC ----- _----------- STA 0+30 INV. = 535.03 a1 srA: Bz+50.04 I • STA. t+55 41 1 1 STA. 0+44 }I} - - 14.00' RT. 1 ` , 35 LF 6Y PVC 1 11 34 LF 6'0 PVC/ I AN PT fl 1 \34 LF 6'0 PVC 1 INV. - 532.47 1 STA. 0+92 ' STA: 81+6 95 INV. = 528.91 I I INV. = 531.13 I 35 LF 6'0 PVC —� 17.1't STA. 1+02 CC INV. = 533.69 MATCH E 4 _A 1 50' 1 1 I 55 I ' 57 1 - ' 6'0 PVC 1 1 I EL = 54O.0 R± U I>� 1 I R FF=539.4 FF=539.8 INV. = 530.07 I I FF=5/0.1 58 59 11 l.0 I I I I �=541.3 FF=543.0 12• DIP W10 - ` I Ii 9 1 F V MIN. CLEARANCE 11STk 4 149 LF S DEFifCr AS iwi MF f I PVc I. xLJ('1 I I-soles3o - - - uE a'� soN3e aaM 0+30 (6; 1 rvcl " Z T 53( - --_ _.. ...�..{____ INV. • MAW4531.78 R < _-.. a �- STA. 0+49 6 0 PVC • _ y _ -.. o ....i ,.,, n ® `8 uWi INV. ® MAIN=53215 ' y K r+ p-�,•� yq rn z_ M T�y�a�r - ... _.-.__-. ip <ON AVE.' ___VJ-q STA M+75" to STA 85+50, N I SCALE. I" = 20' NGRIZ. I !n s Wes- vl z In Z - C9! 1",= 5' VERT. a d � x x x N 82+00 83+00 84+00 85+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 111 REMOVE EX. PLUG 1-11' TEE (FLxMJ) 2-12- GATE VALVES (M.WJ) 1-12" ADAPTER THRUST BLOCKING CONNECT TO EXISTING AFTER NEW LN'E IS TESTED AND PURIFIED. QCONTRACTOR SHALL VERIFY LOCATIN, E'$ AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE VAIN CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 1-12-x 6' TEE (MJ)FL) ©1-6' GATE VALVE (FLAW) 1-6' F.H. ASSY. THRUST BLOCKING Qg 1-12' 11 1/4' BEND (MJ) THRUST BLOCKING 1-12' x 6• TEE (FL) 01-12' GATE VALVE (FL)MJ) 1-6' GATE VALVE (FLWMJ) 1-12• ADAPTER (R.IAIJ) THRUST BLOCKING 1-12• CAP (MI 1 a W �► 8 8 S 8 `s a AL 3 W V7 U) M N ^ ®1- BLOW -OFF ASSEMBLY o THRUST BLOCKING + _I Ra�L .F J ¢° m ILI 3 FZ— ��g^ CCa W g Lr cm cl: I �mQ Lu w 9 `� w NOTE.a� ALL SANITARY SIDE SEWER STUBS SHALL HAVE A MON" SLOPE OF 2% AND SHALL BE CONNECTEDTOTHE MAIN BY THE USE OF A TEE m Q W cc W :�:. W N41E; LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. NOTES: 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. IN o Wiv S-4.GLi NAME \6-1 DATES EXPIRES- 11-07- RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'§eCON TRUCTION RECORDS BY: DA L4' �3 TITLE/POSITION: e"!Efid CONFIRMED BY CITY :C'-4E DATE: �,% PROJECT REF: FAC 198-0047 #/i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIWSION REQUIREMENTS Approved By. 4 ztt:sA Date Approved: RyJ' ' 1• A Z J_ W U DATE SEALED Z PROJECT MANAGER DESIGN O.T. and M.W. DRAWN JE and QT. CFEaC13D M.W. SEC 6 T 20 N. R 5 E F{E NO I: \LAKEL ID-S0\25958 DALE 10/22/99 SCALE r-20' SHEET Z OFL3 MILE No 25958 LAKELAND SO. sOx D 146 MATCHLRE - VIEW RIDGE SOUTH at LAKELAND 2i1 +ONUATION SANITARY SEWER AND WATER - ELIZABETH AVE. S.E. (LOCAL RESIDENTIAL) SEE SHTT FOR / \ A PORTION OF THE N.E. 114 AND NW 114 OF SECTION S 46 \ 0 'TOWNSHIP 20 NORTK RANCIE 5 EAST, Wall CITY OF AI SAW PENCE COUNTY, WASHINGTON SEE SHEET 25 FOR CONTINUATION 1 ° I M 4534 • � � , ff-087.0 I � I FF=559.9 _ s I STA. 0+67 f RACT e�• 1 ' I °' `` STA. 1+34 ° „ +' ' I IIAr. 552.90 , , 4 ei i 00 i I a I f '° I-----__---------- - --- -- ------- - - ".` / {, ��- ! -------------- --- I 9 LF 6'f p �� to' UTI(1TES i C CLASS 52 Y EASEMENT R �� LANDSCAPE ---.-_ 5• dF 42 GRAPHIC SCALE 20 0 $0 20 40 ( IN FEET ) 1 inch = 20 ft _ 1-12"x 6' TEE (MJxFL) - 0 1-6" GATE VALVE (FLxMJ) � 1-6' F.H. ASSY. 14 THRUST BLOCKING NUATION It 1- AR/VAC RELIEF ® (MJ) THRUST BLOCKING 1-12" TEE (FL) 1-12" GATE VALVE (FLxMJ) 1-12" ADAPTER (FLAVJ) THRUST BLOCKING 1-12' x 6' 7EE (MJ x MJ x FL) ® 1-6' GATE VALVE (FLxMJ) THRUST BLOCKING ® ND (MJ) THRUST BLOCKING 1-12" 90' BEND (FL) 1-12' GATE VALVE (FL x MJ) ® 1-12' ADAPTOR REVERSE THRUST BLOCKING o 0 g g g i f `rs � r 0- a iii x�o�� QI Nav�i O no 1^ea m 5 °Cfn M O� (SEE DETAIL - SHL 31) 5 ° o. e L di \ ®AIR/VAC RELIEF ------ ---- -- -- --cim 6'0 10 UTILITIES _4_________ _ __ -_ _ KEY MAP a STA. 0+ STA. 1+57 as 35 LF 60 PVG 1 I STA. +24 I E' r ^ I I r STA i 35 LF PVC i INV. = 550.65 I INV.= 552.48 36 LF 6'I PVC INV - 545.76 INV. = STA. 0+00 1 49 LF 6'0 PVC I / CA 1 66 �7 r W I INV. = 553.77 FF- .0 I EF=559.4 I FF=560.5 I FF=561.0 FF=552.0 1 r I i ! �P :XE SHEET 24 FOR CONTINUATION HBOIT POINT ELEV - 553.00 j{ HIGH POINT STA = 89+49.28 -J PW ELEV = 56&71 PW STA = 8425. _.._ .. _.... A.D. _ -11.59 " AC K = 34°50 �Ai� CLEAR 24 MIN. x: �+ +ooao' w s7o I AT S.E. ' "' 3 s 1570 - - _ - _ - - --_ .... -- .. _ .. -.- PW STA = 85+50 - _ -- '_- _ Q 'J � °a�d PW ELEV = Lu 544.33 " __ _ ' J U 39 LF CLASS 52 F- A.D. = 5.50 - D 0v Cl fn U I 250.ao' v> - "- m � 1 I N H 2 I. -__... ._. 42. 2 MIN. (TIP.) 560 r7 W + s a 24" MIN. 3 S Z a 56o _ _ K _ - - I - EXISTING GR � . CEN7ERIM, N CLEAR _U Q W i ✓ 2) 12' DIP WTR (PARALLEL) " coW 1 SSMHF509 04, TYPE I - 48'I MIT. CLEARANCE 48 LF 12 0 STA = 86+0020 i'e& W 22.4$'RT 1 � ' --- _ _ LE 8' NN = 3•-59 � __ _ I CLASS 52 242 LF 12"0 DI CLASS 52 r H) T �B+�s3e•°-3e53�.f3 D 11 LE SE) 8 8J SK9 11 W 5 , _ - - ELIZABETH AVE. S.E. 5 �=' _'�- ��,I4Q6LF8'IPVCSGR350261x✓- 535.94- LADDER (s) � 1550 .._ -.- --- - a _-___ -_ _.. __ -..__ _ .._ ---_ .___-_-5� WATER ER BEND I�AL 7r1 _ W ._ I SCALE 1. = 2• DEFLECT AS NECESSARY a 8 z SSdM,{1509-08 TYPE 1 - 48�! """" _ •, - • - a n . ,E STA = 89+90-'kB9R; 414' RT 1 •n-� p VITR n "� 1n .7. RIM ' W _ t« ...12"p1 o,Ie_-.. __r_...9.__..Ff:- }�g`N+��6d89--rJ _Li'S.-__ ZZHEb W --- - Fj�i9• ^ u a a a µ > LE NIL 6"OUT=362,89-5$2. �POK WAa ' m a LADDER(NE) oPC 0 �y /UJ NAM q 03 48 8�Q `" DATE SEALED R s- �" f 7 __.._ - ISIE c < ® P.C. STA 90+15.44 E% DATE ' Fss! NAIaE�� ✓ (Ly VAKFA ` ELEV = 562.36 �Q. OV WAS f tF 16 O L95x �j5 H � H � EXPIRES-II-0J-tV F 1~509=88, fIIPE-I---48*0 CEMEMM DATA 'STA = 87+95°34 - $0 Rf: 5.42 RT RBI=-5*.#f 559.35 I.E. 8' by=+34k3f•54-4.25 rn 530 S.N1 LE a OUT g-64xp54}..30 _ " -__ __--. _... -- __ _ _... _. -. .. _._... CA DDER (w) H - $ 1 7° I lr W q8�' SANITARY � �q�+ > ___ _..___ � -V i ALLT S# SEWER STUBS SHALL HAVE NIMUM SLOPE OF 2% AND SHALL BE CONNECTED ET NETO 7Fff MAIN BY USE OF A TEE p0 19379 �� fGISTE ONAl0.EN��2 EXPIRES: I-31- PROJECT 11ANACM Jsm WALDWs°D DIESW AVE. S.E. U" a cirr � N � � e PRO,�C7 REF: - /f a �+� FRR-Q~ W STA 85+50 to STA 90+15.44 Q Q NOTE �w 35 LOCA71ON OF DRIVEWAY CUTS ARE APPROXIMATE SEC e T YON R 6fl 22 is IN TA +0 . 7H z N SCALE: 1" = 20• HORIZ. w THESE PLANS ARE APPROVED FOR CONFORMANCE 1NTH �+ A . S.E. A +50 KNUCKLE) - 1' = 5' VERT ONLY S40YA FOR THE PERMITTING PROCESS. THE CITY OF AUBURN'S ENGINEERING DIVISION FIE NO '' LL��-SOS ' V. = 54& a �' <`-' EXACT LOCATION OF DRIVEWAY CUTS SHALL BE - DETERMINED AT TIME O' CONSTRUCTION. REQUIREMEN75. DATE f0/22/➢B pp tD 8 $ m SCALE f-�' rp !gam n N N M nl N J�lES: Approved By. „" r�n_.9,� I5 $ 8 IR 1. REFER TO SHEET 15 AND 16 FOR SHEET OFF INTERSECTION CURB RETURN CONSTRUCTION Date Approved: �`do 13E NO _2m INFORMATION. es+oo 87+00 lM.00 89+00 90s00 LAKELAND S0. a GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. TRACT 'C' (AT&T EXCEPTION) VIEW RIDGE SOUTH at LAKELAND SANITARY SEWER AND WATER - ELIZABETH AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE N.E. 114 AND NW 114 OF SECTION 6 TOWNSW 20 NORTH, RANGE 5 EAST, WM. CrrY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 26 FOR CONTMATKIN �--I — I I I » a ,_ I I - I I WI N I 89C0 -------- — e -- — o a ---- —nJT1Es ----- ----- wl 10' uT EASEI ' =I R DI ILA 52 d- 153 LF 1 D( CLASS''4 OI CLASSS 9z+oD 0 LASS '5 ,. 9J+00 132.05' 224.19' - FAcr FF — /caNc. CURB _WQEWALK. -0 --- - - ------- ___- -- - -- r' "�� STA 0+18 35 IF 6'0 I STA. I I " 1 INV. = 1.90 I I � 47 LF PVC STA. 0+00 / a v 1 39 LF 6'0 PVC STA. 0+79 I I INV. 41.25 INV. = 549.50 34 IF 6'0 PVC -V 1 INV. 545.54 I I 69 1 FF .%1.3 1 �SsOB o ff- .o I 72 5 73 D m 0 _ 3 i v I O ' I R 10' U1IJ71ES � j -------- EASEMENT I J III I I' TA. 0+00 , 49 IF 6'$ PVC I INV. = 542.55 I 74 I �' I'II1 II FF-547.5 I !III KEY MAP WATER CONSTRUCTION NOTES 1-12-x 6- TEE (MJ)FL) ® 1-6" CATE VALVE (FLAN) 1-6" F.H. ASSY. THRUST BLOCKING 1-12" x 8" TEE (FL) 1-8" GATE VALVE (FLxMJ) 01 7-12' GATE VALVE (FLAN) 1-12' ADAPTER (FLAOJ) TRUST BLOCKING ® 1-12- 11 1/4' BEND (MJ) THRUST BLOCKING 1-12' CAP (MJ) ® 1-T2" GATE VALVE (MJ) I- TEMPORARY BLOWOFF ASSY. THRUST BLOCKING 1-12" 90- BEND (FL) ® 1-12- GATE VALVES (FLAAJ) REVERSE THRUST BLOCKING (SEE DETAIL - SHT 31) 1-12- 11 1/4' BEND (MJ) ® REVERSE THRUST BLOCKING (SEE DETAIL - SHT 31) 43 68 LF 12"b DI CLASS 52 FMSTA .89+25 0`C`pj'S2 2.e MIN• R/ ). - 56B 7t CLEF 570 40CLOW VC AA. - -11.59 i K - 34.50 HIGH POINT aEv - 5aoo 570 24» M1N 18 52 '_- - NO POINT STA - 89+49.26 -. '., PM STA 93+00 CLEpR 68 LF 12»® DI CLASS A.D. - 2 34 pS8 52 ELIZABETH AVE. S.E. �- W faaQlr 42 1 WATER BEND DETAIL #2 - - - - - - - - - - - - - �- EXISINNG GRADE • CENTERLINE - 2 FINISH SCALE 1 = 2 560 42" MIN. (TYP.) ��IERUNE.. 560 J W + 1 + N ® N , 1 111 CO G0.Cd A DE7: SS 0-1 � W S' S A �. .0 N I1' MM. CLEAR RIM = 54&47 $; r I 13 DEFLECT AS NECESSARY ®© 2CLEARN s ya3 b NAME -WO DATE 1`4'a� LF 12" 550 In DI CLASS 52 v i - J 24" M aAs u 8, T? , — — -27 � " 0 PW ��°OsEo) CLEAR 12' 0 ST01i0 ^ ---- " 11 120 LF 12"b 52LF120 m DI CLASS 52 DI CLASS 52 540 -_- ___ -. 540ELIZABETH AVE. S.E. a P.G. STA 90+15.44 WATER BEND DETAIL REV. = 562.36 o ®' SSMHj1509-15. 7YPE 1 - 48"0 Q _ ',, SCALE ,• = 2' STA=91+25--..&6a"AF.1i. b2�RT __-. --__-o ®.__._ -SSMH11509-,4, TYPE -4&"0 CENTERLINE DATA RIM = 55& . IN = 5'+3 I.E. (S) 1i' = 34&5/ 54$, 2t a n STA = 95 - RF b. 23� RT U LE. (S 8 OUT = 54Nkd4 54'8.1 �} N g 51..V RIM = 55T:3i �l.'+8 LE SE 6 IN 540.-};z 539.86 CURVE RADIUS LENGTH f10.TA CB 475.00 160.36 1 3 '', LA DDE R(N LE NWWff B IN = 5'39.}1 �(NE; 530 - LE. 8 OUT - 539.(»t7 '.. 1 =N . E. 6 N I O "1=531.96 . b4IE L A DPER (Vn7) a'I'E- ALL SANITARY SIDE SEWER STUBS SHALL HAVE A 100" SLOPE OF 2% AND SHALL BE CONNECTED TO THE MAIN BY THE USE OF A TEE EXPIRES- I1-07-OC RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONVRUCTION RECORDS BY DA TE. - 4-03 T TLE/POSIT ON: 1A1�]r..>f'Y�igG s.Y CON wwo BY CITY DAIE 33- "1 .. W W e o PROJECT REF: FAC /98-ao47 Y a ELT A AVE. 5� N I g Q + + W LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE STA 90+t644 to STA 94+00 SCALE: 1" = 20' HORIZ. ; . �' rn N W - ONLY SHOWN FOR THE PERMITTING PROCESS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH < < o W EXACT LOCATION OF DRIVEWAY CUTS SHALL BE THE CITY OF AUBURN'S ENGINEERING DIVISION 1" = 5' V£R7. uMiv� 5d - DETERMINED AT TIME OF CONSTRUCTION. REQUIREMENTS. o g NOIES: Approved By. 1. REFER 70 SHEET 15 AND 16 FOR :9 ut CONSTRUCTION CURB RETURN CONSIRUCT INFOFORMAIINFORMATION.Date Approved: 91+00 92+00 9000 m 3-Z W Q IF g o o g I 1 h HI T bi 3 3 3 3 I` FA Q a¢ a¢ a¢ a¢ Lini v M N ^ and ornm uno C C « I I n ot< < A p ova morn N Q M � a � n v � J c~ri U J L4 LL ai Ir a? cc Z X Q_ x O Z W Q a c W gN- Wo a- ' Wa Ulm Q �" (.0 Ucm m3� a�0 Q 0 1� Q 3 3^ W �Lu W Cc/� 5 " V �$ cc �< W o W ZW H J P: U DATE SEALED 747-0y PROJECT NWNAOER JERRY WAK98D C)eSM GT and MW. DRAWN J.E and GT. Ctc-Olcm AIW. SEC 6 T 20 N R 5 E PLE ND 1: \LAKELAND-50\259M DATE 1012279D SCALE r-W SHEET 23 OF33 Fi.E NO 25958 LAKELAND SO. OxD 164/ FF-5M.8 SEE SHEET 21 FOR CONTINUATION SEE SHEET 21 FOR CONTINUATION VIEW RIDGE SOUTH at LAKELAND SANITARY SEWER AND WATER - 58th CT. S.E. and ELIZABETH AVE. S.E. KNUCKLE (LOCAL RESIDENTIAL) A PORTION OF THE NE 114 AND NW V4 OF SECTION 6 TOWNS' 20 NORTH, RAN W 5 EAST, WA1t CRY OF ALBUM PB'ICE COUNTY, WASIAM TON //STA. 0+00 49LF 6'0 PVC INV. = 539.75 FF-549.0 STA. 0+00 52LF 6'0 PVC INV. = 542.0 50 F 32+00 -i STA. 0+00 42 LF 6"0 PVC INV. = 542.50 FF 9 8 ri O -1 570 -._ _... ._. -_. _..._ _..__ _- _.- -- -- - :_ ._._. - 570 I � Ed 509 015TYPE 1A248'I LOW PONT Ig A-.29+94.44 --RF 5.20 Rr' fV w 560 _. _. _.. _- ..- 1811... w ".01 __ PW 804 _ ± m 2 - _ 560 8" - 530.92 M 5d146 AK / = 30.92 LE ((�N1) 8' OUT -+S 0.82 ='. 7.89� I N LADDER (W) IDo.ap VC < H , 2C , 550y. _.N __-/_WI- W 550 S f~� EXISTING GRADE ♦ CE NTEII.IJE PROPOSED FINISH GRAB ® CENTERUNE 42" MIN. (TYP.) -p 540 540 1' MIN.. CLEARANCE S3 12 0 STORM w i 235% 8"OPiNC S'D I!FA1! ,, ="... ��..._ DM EC7 AS NECESSARY 160 LF .,: 509-0 TYPE 1 - WO i / 53.18-5.48'RT i RAW 5s8535 T LE (N)3s M Sg LIE (E) 6" IN = 535oBB535.41 ._ 530 530 _.._- -_ _. _.. ._.-.. -__.. _.. .._ __._.. .__..x _. _...._. C£-(S))6'M . I.E. (II) 8" OUT 535.'41 -5111 1535.4% ♦ w d `n i i LADDER(S) ♦a Vi ?p 32+00 STA 30+00 to STA 31+26 SCALE: 1" = 20' HORIZ. 1" = 5' VERT, SEE SHEET 21 FOR CONTINUATION 60 STA. 4 P 60 VC 60 INV. = 50 � I, UTLJTIES EASEMENT \ r / �♦ \ V 1 \ i 5.� SIDEWA(K 9 `RI_W/ 0 1 FF.544.0 GRAPHIC SCALE 20 0 10 20 +0 ( IN FEET ) I inch = 20 ft. STA. 0+00 i 46 LF 6"0 PVC INV. = 538.32 35+00 STA. D+00 .- 42 LF 6"0 PVC INV. = 538.20 62 FF-544.2 1 41 000 V LF 6tY P _538.42 FF-550..5 o � 0 CLASS 5 FACE OF CONC. CU R .� 0' UTILITIES EASEMENT 36+00 OF Q / CURB / $, 4 .r LF 6°O DI CLASS 52 V64 +) 6"A PVC 54400 , FF-FO \\ 1 I I 46 'I I I �I I II II II I ,I 1 I �1 I SEE SHEET 22 FOR CONTINUA d urs�m 360 560 3 g $ gff �+ mo s5AI1/15109-05. TYPE I - 18.0 A > o ^ 3TA 81I=33i4453 5+53.15-F:E� > yyp� kS RIM- 5'45.-48 3� N W $ � � �� � w - I.E. (s)6• M .-6d;�445i �.3(o ',, i n .. I CURVE RADIUS I LENGTH I DELTA C5 - 89.02 221033 C6 230 144.85 3..02 C14 230L 2338 5BT535 WATER 1.� ® 1THRUST BLOCKING() 1-12' x 6" TEE (MJ x MJ x FL) a 1-6" GATE VALVE (FLxMJ) THRUST BLOCKING 1-12" x 6" TEE (FL) ® 1-12" GATE VALVE (FLIIIJ) 1-6" GATE VALVE (FLAW) 1-12" ADAPTER (FL)MJ) THRUST BLOCKING ®1-6" CAP (MJ) 1- BLOWOFF ASSY. 1- THRUST BLOCKING ®1-6" 11 112- BEND (MJ) THRUST BLOCKING KEY MAP x < LE :6 M = 537.44 I.E. (NE) 8' OUT = idT,i3 53-:18 _ __ 550,.. .�$ _. .F3.N s .. LADDER(5) _-.-PROPOSED 441550 $ n a GRADE 0 CENTERLINE - �lE: - -'�EXISTING GRADE 0 CENTERLINE ALL SANITARY SIDE SEWER STUBS SHALL HAVE ?" MAN.-(TYP.) .... A{ --.._ _. A MINIMUM SLOPE OF 2x AND SHALL BE CONNECTED 70 THE MAIN BY THE USE OF A TEE. 6" DIP 13 n ❑ o Ij jj If1 �F L� ON OF DRIVEWAY CUTS ARE APPROMIMTE 21 //rp�\l U I--OL u ONLY SHOWN FOR THE PERMITTING PROCESS. , EXACT LOCATION OF DRIVEWAY CUTS SHALL BE �E(SF 8"0 O - NAME --DATE DETERMINED AT TIME OF CONSTRUCTION. PAC .SdRJ5 1-1:g?iF 1.90}' i i a ,^) a 1. REFER TO SHEET 15 AND 16 FOR 509-04, TYPE 1 - 481/ WTERSECTION CURB RETURN CONSTRUCTION STA - ,a.'•�..AI - J20--I X 36+2}.55-3.43 r-r I8'ORf11ATH)N. RAM (- 64AM 54},59 + 1 LE €(S�NJ� d" NN = 6d6d6 536.13 530 . E -__ -. ___. o ®-._ _ .. o- .0 __. .I.E Al(J B" IN-=id8,1i9 53ra.�'F ---- 530 > < > I.E. 8" OUT--baeaa535.94 v z N z LADDER(S) IS 11ABETH ! AVE. ME. KNUCKLE __.-STA -3&k t0-WA-36+50 RECORD DRAWING z I o THESE DRAWINGS C( SCALE: 1" = 20' HORIZ. 1 + CONTRACTOR'S CONS ♦" x 1' 5' VERT.81 U M U oa �u�}}ix $�� o`er BY: 520 - _ < 1 �9 H _ IT 48 ° � � 520 DATE: + TITLE/POSITION:L�(L �c ? c•> ? > < CONFIRMED BY CITY < V y W N NW 35+00 37+00 EXPIRES 11-07-00 PROJECT REF: FAC fA-0047 /y ep THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. �_(�/ Date Approved:1��x00 --�t000 W �N 8 = 8 6 8 � 8 Ao 4 R fic Its Q i 'A `ono n a f; 5�� ^� ir r c I� JC S�a `Ri F a a I �M �a h N 0U a LLBLL�' W UJ 5 3 z uj W W W U DATE BEALm 7-17-09) WAlk (Q- pG 4lAd/i k3 'UNAL 79 E� EXPIRES! 1-31- Z/ PROJECT MANAGER .�6iRY WAKffELD DESIGN QT. ww ALW. DRAWN JE 0IW QT. CIfgCED MW. SEC T20M R5E FLE NO I: VAI(D.M$hS0\25958 DATE - ID122190 SCALP T-LO' SHEET 24 OF-0 FIE NO 25- �_...._-...._ --- oA D 144 1 w u VIEW RIDGE SOUTH at LAKELAND CENTERLINE DATA SANITARY SEWER AND WATER - FRANCIS CT. S.E. (LOCAL RESIDENTIA LINE I DIRECTION DISTANCE A PORTION OF THE N.E.114 AND NW 114 OF SEC71ON 6 L1 N60'01 55 12.50 CURVE I RADIUS I LENGTH I DELTA 1 TOWNSI'F 20 NORTH, RANGE 5 EAST, W.M CITY OF AUBURN, PBICE COUNTY, WASHINGTON C9 250.00 3292 0 41 SEE MEET 22 FOR CONTINUATION 1 ' 1 1 1 3 A/f A� STA. 3+81 ' w C I , 1/6"0 �1N ='K �i _ r `�°A R�.4 IFF-560.8 I FF-56ZO I FF-562.4 NV. 6 556.25 i STA.3+33 i' I 43 LF 6"0 PVC\ / 1 STA 2+66 \ - 1 STA. 1+38 I+75 I I32 LF 6's PVC NV. 555 00 ' INV. = 555.40 37 LF 6"0 PVC PVCINV. = 552.401 553.809 LF 6'0 + -- + --- --- - - - - i- - d CLASS 52 , _------ ---- 1 I 10' UT'AJ11ES 1 I1 _ _ _ - EASEMENT R/W < 1 --- _ -f - _ - Yj o ;.i SIDEWALK I LANDSCAP 1 � �� �♦ 9.. ° r .. � -.. �T .. FACE OF . A�+ La.0 1 W' F7� 4 S29'5805`h' f _ - � FRANC 3+ --I I ' •�- -- -"' .^. -_' �.. 4t+00 - _ ._ LF I CLASS 52 �-�' C9 FACE OF �� 1 I 06 80 O ' - o-� 4 I � w E.O.P. m SIDEWALK n ° ° n uTKENT EASEMENT ______ _____ 1 STA. 1+24 / L I I )I 44 LF 6"0 PVC IINV. 553.40 M ; V TANK WE 1 = 34 I FF=560.4 SEE SHEET 22 FOR CONTINUATION GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 40 39 a561.0 STA.0+00 \ 50 LF 6"0 PVC FF=562.0 \ j INV. = 556.77 STA. � \ 45 LF 6'0 6"0 PVC INV = 556.77 / I \I FFF-35620 41 �6E a6 nl C S 52' f 44450 44+ o \ / STA. 0+00 48 LF 6"0 PVC INV. = 556.77 STA. 3+84 57 LF 6"0 PVC \ 37 4INV. = 556.25 FF=562.0 36 0 LOW POINT ELEV = 558.54 LOW POINT STA - 40+85 m < W t 40+75 PW v PN STA z 557.94 580 __ +__.. _ _..Q< _. _.__ - --KIN,._ SLOPE VARIES - SEE SHT 2 ko m w (FINISH GRADE) FOR CONTINUATION < N c 100.00° VC OF GRADING BEYOND BACK OF fn W J + SIDEWALK W _. _.. __ .. _... _t._..._N�� _...._ _. _ ..._._..__ -__._ _..._. _._. ____. _.... -. _. ,- -- --._ - _ _.__- _ - I STA >•J9+95.09- � 14.28'LT... -------"----------- I.E. (ME) 8- IN = _ 54"4:Z5 F _W, _. --- -- _ _ - _-_- _ -- EXISTING GRADECENTERLINE m N RIM = 35 . H155 i.35 W _ AV LE. ((SE;8-OUT=SAF4.2073 �W 'I__._ __- __.. ® __.-. _ _. ._-_ _...STA�4O9-O7, TYPE 1--4812. LT 570 LE (/4WD 8� OUT=�54i6i� _.- _ - _.-. _.. _-_ __ - 9-07,- TYPE. 1--48'0 LADDER 7v� _ ww SLOPE VARI'-S - S17. 2 + o _ _ _ _ - - - _ (NuFa RN %4.31 (FINISH GRADE) F CONTINUATIO g N $ _ n (ENE) I.E.(R) 6" INN 54.� oa a ' OF GRADING BEYO D BACK OF u ° + v0'i / r y+� a _ SIDEWALK n n m m / _.. _-`m° Y __.. PROPOSED ENNSI LNW�LE (S)p," Qtl U 66S.27554.*I _ _ _.. GRADE CENTERLINE "WIT=355aA55Rt:irtr D �D lu a, a, LE. SW 8 _..___ _- /.__ ----a� -_.__ ~,, _.._.. r.,. 42" LAN. (TIP.) ® 8" DIP Zia:CLW__._ ____- NAME_DATE / W STA..3+84 6" 0 PVC 1': MAN. CLEARANCE ----i 8 DW WiR l _-- - 1Y" 0 STORM 1 MIN. CLEARAN$TA.AIN 3+81 = 554.01 12" 0 STORM 6 INV. III, INV. 0 MAIN - 554.95M 2) 12' DIP PARALLEL)_._- (W1R ( S50 1-8'x 6" TEE (MJxFL) Q 1-6" GATE VALVE (FLAW) 1-6" F.H. ASSY. THRUST BLOCKING 1-12" TEE (FL) 2-12' GATE VALVE (FLAW) 1-12" ADAPTER (FLAIJ) THRUST BLOCKING 1-8" CAP (NJ) ® 1- BLOWOFF ASSY. THRUST BLOCKING 1-12" TEE (FLAW) 1-12' x 8' REDUCER (FL) ® 1-8" GATE VALVE (FLAW) 1-12" GATE VALVE (FLxMJ) THRUST BLOCKING 1-12' 90' SEIm (MJ) ® REVERSE MUST BLOCKING SEE DETAIL SHE 31 1-12" 90' BEND (FL) 1-12' GATE VALVE (FL x NJ) ® 1-12" ADAPTOR REVERSE THRUST BLACKING (SEE DETAIL - SNT 31) ® 1-12" GATE VALVE (NJ x NJ) NOTES: 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CiRII RETURN CONSTRUCTION INFORMATION. NOTE: ALL SANITARY SIDE SEWER STUBS SHALL HAVE A MINIMUM SLOPE OF 2X AND SHALL NE CONNECTED TO THE MAIN BY THE USE OF A TEE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. O DEFLECT AS NECESSARY ! LI a • . -- -. . " . .. d N - p ., 'x. 5 ., IlJ 1Ll tp- PSTA.1+24 ____.___r_It 60PVC STA 1+38 W 0 RC) 1!15 INV. • MAIN = 550.07 INV.W AMW !- 550.33 STA. 1+75 (6'0 PVC)INV. • MAIN ,,= 551.04 - > cif TV � ai Y) FRANCIS CT. S.E. STA 40+00 to STA 43+67.81 SCALE I" = 20' HORIz. 1" = 5' VERT. EXPIRES 11-07 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTO2'S C NSTRU LION RECORDS BY: DA •O TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF. FAc 98-0047 v / N>o THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 6, IrAJ xy V Date Approved: d:0 W } 3�3 > > 3 m 4 Zia �11 3 � 3 2 3 W W W Fm�z �z 1 � j � � V � V � h `a"z az aQ aQ �Nc X gmrn III v N�a C ~ rn 6" c W "Ea o r �a U J cc 1� W 3 Con iZIL WW�2. c U 3� Q ca ul rJ_3 W CC z 0 cc LL W W w W U tang SEALED -7- n -zo RA WAKFf, h s �O 1 379 �✓� � +EGISTERS-�Uti2 SIGNAL F� EXPIRES 1-31- PROJECT MANAGER J M WAKEFELD DEEM NIT: Intl M.W. DRAWN JE &-d C1T. CHECKED AtW. SEC 6 T 2a N. R 5 E FEE NC, ):\LAXELAND-SO125958 DATE 10122M SCALE r'W SHEET 25 OFL3 FILE NO 25958 LAKELAND S0. O;t D 1461 SEE SHEET 23 FOR CONTINUATION i I ujl i I I I SSM 14 72 M ---------- /jet ; 73 ' 1 I o I I I II I ►' � I =� I'I SEE SHEET 23 FOR CONTINUATION 550 xk 7w 3c 7- 'SHE 2 (FNISH I FOR CONTNUATIO ;GRWW BEYOND SIDEWALK 540- KI VIEW RIDGE SOUTH at LAKELAND SANITARY SEWER AND WATER - HAZEL AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF THE NE.114 AND NW V4 OF SECTION 6 TOWNSW 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBUFK PENCE COUNTY, WANTON 32 31 \ 30 00 O FFJ5450 STA, 0+12 FF=541.9 35 LF 6'0 PVC STA. 26 INV. = 535.50 32 6'0 PVC STA. 1+38 / 1 52&50 35 LF 6'0 PVC $ 1.'13a ' I NV. = 543.00 I - 12 IF 6'0 f// tT \gCLASS52—--�----'—+ ------ fEASEMENT I �' caN_c.'cuRe Tt AVC. a •soo 1''rN— +— 5 � _.. 192.80 rACE OF o I `- - WAU( Al - ®®\ 10' UTILITIES RIW 9-7- - EASEMENT --- O -r------ ----- ir ------ — -- —r--- ----- i STA. 0+91 STA. 0+21 I STA. 1+45 45 LF 6'0 PVC 45 LF 6"0 PVC I 45 LF 6"0 PVC I INV. = 540.50 I INV. = 536.25 / INV. = 543.25 2 FF=5550.5 I FF=547.5 I FF .7 I ' I 42" MN. ... 8" 4 12. DIP I 0! n � � • II SSMH/1509 14, TYPE 1 - 48'0 STA - 49+95 = 49+97 530 -.... -_ -- 51.4- RIM 551. '+8 LE (S% 6 IN = 54&N 539. fir I.E. LIE) 8' IN = �J49.49539. W LE. NW) 8" OUT = 99 53q.-4i i `^ I•E.(5E)b"IN = 539.96 LAD?ER (W) 520.- I A 3 C� QNW I WA �3Oj<W 510' rg� o 'vS 4•G7•i I i s -- • `, II STA. 0+38 1 49 LF 6"0 PVC a190% 1 / INV. = 529.25 ,j p STA. 0+82 y 47 LF 6"O PVC V 'moo INV. = 532.75 I 4 ' 5 .fF= 539.5 I FF=535.8 ' I' W. nln �I 560 ' 3 OFN PVI STA 1= 53+20 w PN ELEV = 531.51 `JS A.D. = 165 $50I matt' VC n 5401 I + a \ DAo -_-- .+ n \ < ^ O_ \ a _ — + • IN Z II < b + < Z , Avg. �00 to STA AWW5 U.E, 1" = 20' HORN. P.C. STA 51+92.80 - T = 5' VERT ELEV. _ 1542.04'. 510� 51+W 52+00 CENTERLINE DATA CURVE I RADIUS LENGTH DELTA C4 275.00 220.79' 46'00 04 CI3 OVERALL 275.00 232.83- 48.30.35 HAZEL AVE. S.E. .... .- .,. - n, n. •11 cn 39 01 52 GRAPHIC SCALE 20 0 10 20 40 ( 1N FEEL > L inch = 20 ft. WATER CONSTRUCTION M0TES 1-12' x 8" TEE (FL) 1-8" GATE VALVE (FLxMJ) Q 1-12" GATE VALVE (FLXMJ) 1-12" ADAPTER (FLXMJ) THRUST BLOCKING 1-8" CAP (MJ) ® i-BLOWOFF ASSEMBLY THRUST BLOCKING 1-12' 90' BEND (FL) ® 2-12- GATE VALVES (nj*J) REVERSE THRUST BLOCKING (SEE DETAIL - SHT 31) 1-12- 11 1/4' BEND (FL) ® 1-12" GATE VALVE (FLXMJ) 1-12" ADAPTOR THRUST BLOCKING KEY MAP NOTES: I. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. NQlL ALL SANITARY SIDE SE1ER STl1BS SHALL HAVE A WS" SLOPE OF 2X AND SHALL BE CONNECTED TO THE MAN BY THE USE OF A TEE. Tigm. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 24" MIN. CLEAR WATER OEM DETAL nI�nII SCALE 1' = 2' QgD DV � RN 209 LF 8"o 2-4-03 DI CLASS 52 NAME VW DATE F-9•o3 EXPIRES, 11-07- RECORD DRAWING CERTIFICATION 1NESE DRAWINGS CONFORM TO THE CONTRACTOR'S QPNSI UCTION RECORDS BY: DATE: /' TITLE/POSITIGN: ��%i�✓w- CONFIRMED BY CITY DATE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. {� Dote Approved: "400 0. a 8 8 8 8 2 y3Wy 02 — \ W ,w H U DATE SEALED Z EXPIRES 1-31- - -PROJECT MANAGER JERRY WAKB$D DESIaI CLT: and MW. DRAWN J.E and QT. CHECKED MW SEC 6 T 20 AL R 5 E FILE NO I:\lAKRAND-S0\25958 DATE 10122/9f) SCALE r--V SHEET 26 OF3 FILE NO 25958 LAKELAND SO. ox D 164 CURVE I RADIUS I LENGTH I DELTA Cl 130.00 67.27 2931154 C3 275. 1204 023031 04 275.00 220.79 46W 04 C7 IC13 130.00 71.33 3176'I OVERALL. 275.00 23283 4830.35 FLOWLINE DATA CENTERLINE DATA VIEW RIDGE SOUTH at LAKELAND CURVE I RADIUS LENGTH DELTA C11 FLOWLINE 130.00 71.62' 3124D3 : A'cs'��Je "� N G'w"W ots3.6A SANITARY SEWER AND WATER - HAZEL AVE. S.E. (LOCAL RESIDENTIAL) C72 FLONLINE 130.00' 71.62' 3134 03 ti A PORTION OF THE N.E.114 AND NW 114 OF SECTION 6 T'OWNSFP 20 NORTH, RANGE 5 EAST, WAt CITY OF A(JOLVK PEKE COUNTY, WASF NGTON TA: 57+28.11 1 LT -P.C. TAPER \ VE _s i __- ---"._ "' I Z8 I 27 2A STA. o+as T- �L± -5220 FF=518.5 33 LF 6'0 PVC FF=510.5 I _ H#�-� FF=529.0 FF 525.0 INV - 503.75 .----- y. MIX STA ( 54+1159 (HAZEL AVE)- HAZEL F� �; I � a `b Elf 526.83 Loro a d STA. 1+62 I STA. 0+99 STA. 0+14 /34 LF 6"4 PVC 34 LF 6"0 PVC 7A. 0+38 INV. = 519.00 I /INV. = 515.25 33 LF 6"9 $ / - , INV = 52250 I INV = 510.25 - I 10' SEMEN - -- _- _-__ ___ _____L ---- -L--- ----_ " -�- 1 EA y r } I If 91 00 LANOSCAU G73 (0 ACL` -�-w E.0 P. 21F 6"J D! CLA;s 5t. 1. n 12 6 Of C "Y-- Sa+W -� Ni)6 4 ''TYV I j71:17" 55+ 1 84LF 8'0 DI -ASS 52 - � FAIL aF A � `SID6WAL1, a s ST 0+79�- 44 F 6"0 PVC 1 = 526.25 I Itl I STA. 1+39 I 46 LF BY PVC I r i INV. = 514.50 „... I I I i 6 FF=532.1 I 7 j., ca ` ! 5n0 SEE SHEET 28 FOR CONTINUATION 0535_.A.. PVT STA = 53+20 rV PIA ELEV = 531.51 I_ 510 SSMHII-"-I2, SPA = 53+I&& RIM = 5 L (E) 6 LN = 1500 L (b`W) 8' IN -.-- I.0 d}, OUT; LADDER(W) I _ 490 _ 54+00 ss+ao DI CLAS �5 /W TIES-----� . IT STA 0+73 47 LF 6"0 PVC INV. = 511.25 FF=�.0 PW STA = 55+50 1 (1 1 w �22 5f+00 / GRAPHIC SCALE 20 0 10 20 40 ( IN PEEP ) L inch= 20 ft. / .POSTMIG SM'O -11ME - - - - - JSTA: 57+96.18 -��� I 173 3 LT. MATCH EX. C = 4*.65t i� fiS LAB 52 58+09 C7 L -- - - - - - - i 1 No Mql C1 16 0� 8 0.VI �� •�- : coi - „. STA: 57+10.71 " *.m c-+•�r3 '� /N I P.C.0TAPERCURVE 40 LF 6'0 PVC '4 X / d i / INV. = 496.2h t < o _ J STA. 0+76 F 6"0 PVC ® IN L --- \� INV. = 499.50 i 1 STA 10 i 47 PVC_'It- INV. . �i-00 I � .r I Z4- 0 I �06.0 I FF=503.0 Y� �Y 0 57+00 Lr1A�13 D MAMF--yJI�J __..-DATE PM STA = 57+25 ' PVT ELEV-,.= 501.99 A.D. = 154 K = 33.94 1520 -1onnV u_ ---- - �Q 490 1 u 58+00 WA79R CONSTRUCTION QCOITRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REWIRED PRIOR r0 CONSTRUCTION, CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE W11H CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. ®1-12" x 12' TEE (FL) 2-12' x 8" PEDLICERS 2-8" GATE VALVE (FLWJ) 1-8" ADAPTER. (FLxW) THRUST BLOCKING Q4 1-8" x 6" TEE (MJxft) 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING ® 1-8" 45- BEND (MJ) THRUST BLOCKING 01 12' 22 112- BEND (MJ) THRUST BLOCKING ®1 12" 11 1/4- BEND (MJ) THRUST BLOCKING ®REMOVE EX. CAP AND BLOW OFF ASSY. CONNECT TO EXISTING 8" GATE VALVE AFTER NEW LINE IS TESTED AND PURIFIED. RECORD DRAW CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE:-finn. TITLE/POSITION; l��t��'if s�.✓ CONFIRMED BY CITY DATE: 3-12-4 PROXCT REF: FAC /98-0047 7! eo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: eklffv J k d W 4 g 8 2 N16 OO of K La y21 fp 3 3 � �,In Ll _ \ n U Lu -� 2 s aC g O 30 ~ 0 (f� p < iri u Lu CL �g3a Ua= UC43 co (t 1 C Q aW � vwwi Z m UJ i W cc cc 2 W W J W F• J Y V DATE SEALED PROJECT WIANACER J 91RY WAKffBD DESM CIT. and M.W. DRAWN JE and CIT. CHECKED KW - SEC B T 20 N R 5 E. RE NO k \LAKELAND-S0\25958 DATE 10/22/99 SCALE r-W SHEET 27OF33 FI.E NO 25958 LAKELAND S0. Z_, 40 o 2. D l 6 6 L-J \ '"'" •� . � \ 10" URLI S - 13LF 8"0 OF 1 EAS-MEN RA CONC.FACE DI CLASS 5 mTT I SI NA(H u> , I - DI \ST '10, URu SEASEMEN\ 0+00 \ 1 37 6"f PVCj STA. 1+11 \STA. 0+70 I STA 0+0 1 INV. = 516.00 f7 38 LF 6"0 PVC 37 LF 6"Pf 36 LF 6"I VC 12 8 9 INV. = 511.00 I INV. = 509.7 INV. = 504. 1 L FF=5210 FF= 0 i FF= 6.5 i FF=512. �_ n 1 8 PN STA = 61+50 ai v3 PN F1EV - 52233 S? "r•3 A.D. = -4.84 530 X..=._.41.32 _.... _..... -. -_... _ -_ _.. Cr VC a n s SW*509-130, TYPE 1 - 48'f -. �n -_---- PROPOSED FLASH _.. _ m m NNE - EXISTING GRADE ® NTERIJNE PN STA = 64+00 s s (WADE 0 CENTERLINE STA = 8/+44.52--6.86�tF 3.61r R�' RIM =) 6:' 1521 W4 PN E1EV = 502.73 LE (SE) 6 W =3fE3d- __. j.E'c.(SW)6rIN= St1.50 r--- -- — — -- A.D.D-= 4.24 / --\ ---- -->- LADDER (NW) j gi a I /J N + / �� 52_0Inba Q / \ — _ _ r ---1 �•, "' g o S9Wj1509-14, TYPE 1 - 48"f STA - 63+12.63 - i HI ! / RIM = 40,%*'. 509.63 is e ` } LE (SW) 8' II - IGAGO 499.236 G+"m ©-_m..1,E..XM)8'_DUt--4W.i0.44H,f2l \ STA. 0+ \ \ 77 LF 6"0 VC INV. = 516. ..- _ 42' MINI. DEFLECT AS NECESSARY - 1" MIN CLEARANCE x : 8" DIP WIR r169 i— .® n po N d as m 0 �> .�'�...-.. HAZEL S.E. `OCI STA 00+W to STA 63+50 N y SCALE: I" = 20' HORIZ. g u n ro n � •n n v'N n n n in n �00 61+00 62+00 63+00 510 i O 6-0 SS 52� �Z r 508 5 V a> r r� 5.64'Rr GRAPHIC SCALE 20 0 10 20 40 ( IN gear ) 1 inch = 20 ft, WATO lOfJls 1-8"x 6" TEE (MJxFL) 1-6, GATE ) 1-6" F.H. ASSY. (� ® THRUST BLOCK (MJ) THRUST BLOCKING ®1BLGO (MJ)01-12' x 12" TEE (FL) THUST �M 2-12" x 8" REDUCERS 2-8" GATE VALVE (FLAMJ) 1-8" ADAPTER (FLxMJ) THRUST BLOCKING aINVE RADUS LI�NOTH Dau C2 150.00 106.39 4124 0 C3 275.W 12.04 02 31 C4 27& 220.79 46 04 CIO OVER 150.00 194.84 747525 C13 OVERALL 275. 232.83 48"3035 NOTES; 1. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. NOTE: ALL SANITARY SIDE SEWER STUBS SHALL HAVE A MINIMUM SLOPE OF 2X AND SHALL BE CONNECTED TO THE MAIN BY THE USE OF A TEE. N4IE:. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. L.ril� D NAME ATE THESE DRAiNGS CONFORM TO THE CONTRA TORS CO STRU RECORDS BY: DATE: TITLE/POSITION:" f4 N�g'e!/ CONFIRMED BY CITY 5!� I DATE: PROJECT REF: FAG 98-0047 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: RA101-0a A , t- 3 IA 3 3 3 3 �N NQ �e W1 Ce W1 ae W ae 1 11 v N o D 1461 A �'� �^ SOUTH at LAKELAND SEE SHT 30 FOR CONTINUATION IPVT STA - WOO - -... PVIELEV - 507..73. _ .. . AD. = 4.24 K - 47.12 \ 20D.00' VC 1520 \\ V EXISTING GRADE • CENTERLINE r \ `r \, I.E ,45 8.0 PVC SDR35 B t n n- HAZEL LOOP S.E. STA 63+50 to STA 65+1822 SCALE: I" = 20' HORIZ. 64+00 :R - HAZEL LOOP S.E. (LOCAL RESIDENTIAL) rHE NE 114 AND NW 114 OF SECTION 6 ST, WM CRY OF ALBAW PENCE COMM, WAS14NOTON1 510 CENTERLINE DATA CURVE RADIUS LENGTH DELTA CIO OVERALL 150.00 194.84 7425 25 GRAPHIC SCALE 20 0 10 20 90 ( IN FEET ) I inch = 20 Pt. LzffiliK-�- I _ . CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. © CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDMMATE WTH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. ® (MJ) E THRUST BLOCKINGD ® 1-8"11 1/4' BEND (MJ) THRUST BLOCKING ® REMOVE EXISTING 13LOWOFF ASSEMBLY ® INSTALL 8" GATE VALVE FITTINGS AS REQUIRED 1-8" TEE (MJxMJxFL) ® 1-8" GATE VALVE (FLxMJ) THRUST BLOCKING KEY MAP rWR TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. NOTE: ALL SANITARY SIDE SEWER STUBS SHALL HAVE A MINIMUM SLOPE OF 2% AND SHALL BE CONNECTED TO THE MAIN BY THE USE OF A TEE. NONE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOW FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMMED AT THE OF CONSTRUCITON. LUR o MV NAME *w _DATE EXPIRES 11-07- THESE DRAIWIGS CONFORM TO THE CONTRACTOR'S CROS BY: DATE: Op3 TITLE/POS SON: P.r!��- CONFIRMED BY CITY DATE: - ei�t,� PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By Date Approved: r i E WAAE M H H 8 g n m J, of Q a a W w t ?m aQ in a aQ aQ �< Lo — U N J N J b 3 Z °0Q a a w5M=2 m 3a U CO U CM z >- Q W W co _5 W Lu cc w W W U DATE WALED 7 - EXPIRES 1-M- PROJECT MlAMAml J ERRY WAK@$D DEsKwQT. and M.W. DRAWN JP end QT. CHECKED M.W. SEC 6 T 20 N R 5 E FLE No a\LAKELAND-SO\25958 DATE 10/22/96 SCALP T-20' SHEET 29 OF3 PL.E NO 25958 LAKELAND SO. o;L. Q 164 9n VIEW RIDGE SOUTH at LAKELAND i HAZEL LOOP S.E. TO LAKELAND HILLS WAY WATER A PORTION OF THE ME 114 AND NW 114 OF SECTION 6 TOWNSHP 20 NORTH, RANGE 5 EAST, WM CITY OF AU KM PIERCE COUNTY� WA81- PKff'ON V sr=E��zs FOR cavnNUATld� � V �a '•�_ / % V �� _ I(O J1 : I _ Ems7OX.m MINTER- . . VAL1 i AREFN 5 \ \........... . .... ® FF=510.5 0+00 1+00 Z+00 P� l I GRAPHIC SCALE 20 0 10 20 10 ( IN FM 1 inch = 20 ft. ©CONTRACTOR SHALL W£RIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE NTH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. ® 1-8' 45 BEND (MJ) THRUST BLOCKING ® 2112' BEND, ( ) THRUST BLOCKING ® () THRUST BLOCKING 1-12"x 8" TAPPING TEE (FL) ® 1-8" ADAPTER (FLAW) THRUST BLOCKING 1-8' 90' BEND (FL) ® 1-8- VERTICAL 22 112 ' BEND (FL) 2-8 ADAPTER (FLXMJ) VERTICAL THRUST BLOCKING PER CITY OF AUBURN STANDARDS ® 1-8" VERTICAL 22 1/2' BEND (MJ) THRUST BLOCKING ® 1- AIR / VAC RELIEF ASSEMBLY FIELD LOCATE AT HIGH POINT OF MAIN 1-8" 45' BEND (MJ) ® 1-13LOWOFF ASSEMBLY THRUST BLOCKING 1-12" x 12" TAPPING TEE (FL) ® 1-12" GATE VALVE (FLAIJ) THRUST BLOCKING ® 1-12" CAP (MJ) THRUST BLOCKING KEY MAP NOTES I. REFER TO SHEET 15 AND 16 FOR INTERSECTION CURB RETURN CONSTRUCTION INFORMATION. mm. ALL SANITARY SIDE SEWER STUBS SHALL HAVE A MINIMUM SLOPE OF 2x AND SHALL BE CONNECTED TO THE MAIN BY THE USE OF A TEE. NWL. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. EXPIRES- I1-07-OD �� TES THESE DRAWINGS CONFORM TO THE CONTRACT R'S;DNS IRU ONfRCE'OR S BY. DATE: - ' • TITLE/POSITION: ��,�e.,�IV 4-itNAlfE— CONFIRMED BY CITY DATE: PROJECT REF: FAc 98-0047 / Qo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ?i,y1ya Q yNiL W 3 Q 3 40 3 � � a 14 Ia a�< IlJ W U DATE SEAL® ' I % -d0 EXPIRES 1-31- PROJECT MANAGER .sm WANED DESIGN GT..oa Mtw DRAWN JE wA QT. CIS MEW. SEC 0 T 20 FM R S E FIE NO 1: V.AIOI.AND-SD\25M DATE 092ft SCALE f-W SHEET W OFM FILE No — 25M_ LAKELAND SO. oz D 1661 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3). THE LOWER END SHALL HALE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE NOCATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSIRUCPCN. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFLl AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS OTHERWISE NOTED. STABS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED P09TION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. * SEE CITY OF AUBURN STANDARD DETAIL SSCO-1 FOR SANITARY SEWER CLEANOUT WATER MAMI CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE INCH (12"). 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPEFITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND 1-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REOITIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WM1H THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLAIION OF CORPORATE STOPS, WATER SERVICE. LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUEIURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90' BEADS. AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL BE USED. SEE STANDARD DETAIL WABL-1. 11, ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE TIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13, ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE NTH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14, BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRWI(LER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. SMUT OR PARKING LOTS CURBS SHALL BE PAINTED NTH FORMULA NO- Y1 (YELLOW) 15 FEET (15') EACH WE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. VIEW RIDGE SOUTH at LAKELAND 9 SANITARY SEWER and WATER - NOTES AND DETAILS a A PORTION OF SE 114 OF THE N.E.1/4 SECTION 6, AND THE N.E.114 OF THE N.E.1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WA84MTON Z �! INtlMNNM .- FOUR TIE RODS - NTH TURNBUCKLES THREAD 6" 4r REVERSE THRUST BLOCKING N-I S RECORDS NZ DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EXPIRES- 11-0]- PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By az_ W_ Date Approved: / ./. -1 a g g g g a Z m a¢ a¢ a¢ a¢ r W Z J W H J U DATE SEALED 7 -17 - C70 EXPIRES 1-31- Q PROJECT MANAGER J9W WAKffBD DEEM CLT. and M.W. DRAWN JE and G.T. CHECKED MW. SEC 46 T 20 N. R 5 E FLE No I: \LAKELAND-SO\25958 DATE 9-24-99 SCALE AS NOTED SHEET 31 OF- FLE NO 25958 LAKELAND SO. .4 P: s,.: I , 48 of D146I E-3 GRAPHIC SCALE 60 0 30 60 120 ( 1x FEET ) 1 inch = 60 ft. VIEW RIDGE SOUTH at LAKELAND MASTER LOT AREA MAP A PORTION OF THE N.E. 114 AND NW 114 OF SECTION 6 TOWN SW 20 NORTH, RANGE 5 EAST, WM CITY OF ALMW PEKE COUNTY, WASh1NGTON I law, � 1a.ea _ sr•Sfnt 1ab.tT ' \ - - 1��.s� `,, L---_L------�-----�r-�--- la6a nxx _ .. �r----'m.lz -.� .zo' �\ � 9.94bS �1 ----1 r-- 8,3435�/r--t0;�9 y9r-1 1E/i Ir--- \�--=m-W-- sF \ 1\ 1\\ i \124 \w --------------------�. 1 1 I 9.7375 ,' S2 A I '$ II `\ 39 CIF �\ 1 NIL �,; _ J 1 ii ) J&III t0.%t S <}'/d\ ti\ \_ `\ \ \`-- - ' y \`__-__�-wda•.ak,\ i496.8d' 1 I 11 /1/ /. 1 I 1 „A IQ�21�SF& \ \__ - 1�' I 1 6'F.� � ,,�1✓ // 11 � �\ 111 ./ Vera/ IK411 SF � �--- -�--- \ e 1 I Ir 1�,\\ �J 1 • '.6\\ _ � \ 8.7395E \ I 8, 0 SF & 1 11 ' 1 J ' --� >,49`.� j \ \//� `\\ TRACT B' 17 \I 1$ r -_ ! r\ / / 1 `. M9TfY9x E _ L �IIe I �"'ar\\/ / \ \\ �\ -'•K°s-�\\`A\y�-� -1�-- =J I , 6,912 SF \ - 11 25 �A V� t 22 1, 10 S L�a33psr / $ II I • _"' / / \ a / / 10.857 5� � � 7 SF R , , 8,581 s A 9 e�jr-4 `v 21 I 8' I �,210 g I 1&� 1 1�1 \ / / / ,�// A / / r 1 I SI 1 6.00o s I ,� VJ% va4��� /. 12L 11 J I I. 11 &405 S \ 7.34 g N / ^ /y8 , / , �^ �/ /A/ // v.3275r �.� ''N / 4 /ate �s � I &982 S 16 ' - j11` \\/6yr / �/ TR�A��{M/ G / g1 $ 11 A7 I$ 1 7.nt 8'�I$- 9It 9's9�' TAW / =1a. \ L/ 1 1 1 2Q s1 ✓/ �, {r/ L-wr+al[�-- 11.3755Esr 66 . 46a �/�/ ,,,777777��� d�VIA <�/ \ , I I\"F` 1 118,222 SF 7Aa0 S % 41,342 SFf 4 / / &013 S \> 7 s 60 52 sF I I I ,` / TRACT C-,�Z I EXCEPTION30 ar�� / / ama sE AT Qt T �� 9.202 SF /l j v \\\ 7.644 SF /� ^ \ \ - = i ^ H"F \ %�/� \ 4L`�"' •: Afb,\ ` 'S`tt4 1 q ` A690 SF 8.222 S 7.081 SF yE/ i �4�.�\ \\/ ` fit 62`J 7,131I IF , 71 8,481 SF}(� Srn3 -` � 362,282 SF TRACT 'A" Jos DATA TABLE LINE odb:cnaa OISTN/CE LI Na091 1250 L2 N045 21 168 16 23.01 La L7 La *377 17. L9 EMN3- LID 7.J1 L12 sx 17. L13 Say 24 14 NJ6 7. L15 4 64 N36 . 36 27 S6 7 S3M11 19. LIS N,1'4600 24.80 L19 4 21.60 11. 11140 5 L25 IMV11 14. in 7 1232 Imxf•uti an./a------- CU 1RVE DAB' TABLE ----------------- CURVE RADIUS UWTH OEL7A aRt\f RA0815 IN a1RtE LD16fl1 DELTA C1 C2 C3 C6 7 C9 CIO 4 cm C17 p8 C18 I 1 75.00 ao 2 01 1]0.00 471 .00 I50.00 00 2J0.00 19.00 .2..00 .T110.00 00 Jf10. 672 10639 12.a 210.79' 89.02 IM.BS 71.33 I60]6 32.92 ia.84 z33a 29.55 19.71 53.00 43.40 4347 295854 41740 a27031 46 a 2 36U5 317612 19-A36 07*3241 7475 5875.E 90A0 OS4551 m 20 087 2J (A 1 CJ9 C40 a1 C CH C45 C46 C47 C48 CN C50 C51 C52 C53 C54 C55 15&00 13100 12500 I ao I 00 I 10& 1550er 25000 25aOCr 25000 19.00 5M..00 500.00 1A00 2Z&00 ,S 23.96 5.51 16.14 M04P m 2185 40.70 12&71 29.63 %1A 7633,5 1r4519 280 u IU5904 09 1 J176I I 1a061 127 90W 00 a5541 1i 4 OT3241 CI7 C79 Cat Cat C83 C64 ca5 Cm cm C92 C94 45.00 19.00 19.00 ZSS00' 45.00 231 1 45,W 4100 4&00 41 251 19. 4160 Moor 56 I144 2185 32.26' 2vm 76.23 J&91 32.04 32.28 31.80 a 46.59 70.M 47.00 SIM 2492 7,3J 59 465 FOT 07745 J7'4a I 10 59 40'4 45 410606 407984 40'445 1 0 10 387416 05 VW 10164a OT0245 C20 79. 26.46 IW43 16 C56 45.00 21.65 273402 law 51.J6 16' C57 19.00 9. 59 41. 0 45.00 M28 21 C2J 1711q 51.35 16- C50 45.00 3118 C24 17100 23.7J OT4611 C60 00 29. ITS.00 37.2 121 C6140ir 26 544 175.00 6153 X7 I C62 4& 31.19 39Y 1 00 46.00 13 .H C63 45.W 37 -4 I law 32.51 10' 064 1100 i 00 4&00 15 C55 27& 0 p 125.00 WWI 269655 Cab 19.00 29.85 19.00 29.8 900521 C87 20&00 25-25 0 2a 12100 3J3, 151 01 C68 1moo,14045 297 16 C38 125.00 7704 "in m C69 XIS. 75 115654 C70 19.00 C71 19A0 1144 467403 C73 45.00 54.0F 685136 C74 j00 45 00 S:sl Orb 55 C75 45.00 32.79 N' 1 \ 4� 4 SF\/^\ \\v ss \ �\ 10i SF 32slim SF 33 4 7,955 S \ <1, / 6.725 SF T - ( 7,715 SF \\ $'6� • V�,, A, / I \ 10,115 S � \ / (< `F \ 6,626 ✓ 1 / 6,37n0 S�\ 7,T S >\ \ 0 10 DATE: / / I I 2 I W I I I I I I I I I I I I I 1 I I I I I WG BACKS SETBACKS YARD MIN. SPECIAL NOTES. FRONT 20' (25' WHEN ABUTTING THE EXTERIOR PLAT BOUNDARY) REAR 20' (30' WHEN ABUTTING THE EXTERIOR PLAT BOUNDARY) SIDE 5' (B' WHEN ABUTTING THE EXTERIOR PLAT BOUNDARY) RECORD DRAWING CERTIFICA77ON TWSE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS ® /` 1 CONFIRMED BY CITY DATE: i173 I I I I I 1 1 I 1 I I I I I 1 I I I I I 1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBJRN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. C�Z� Date Approved: �7.aJ/� EXPIRES- 11-07-9D-] ♦ h N 02.1) 1661 I GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. VIEW RIDGE SOUTH at LAKELAND PORTION OF THE ME 114 AND NW 114 OF • TOWNSW 20 NORTKe CITY OF c • COUNTY WASHINGTON U 59 t23 1 29 I 60 45 ! 35 TRACT 'C' _ EXCEPTION 30 - 1 34 64 _./ `• '' I '�\ l '\yam _ _ �\O: / '�\ // i 62 \ / 32 f It 67 Bell/ 1, 70 TRACT 'A' AdALBOx 4 ME LOT INMEM TOTAL Q1 2 34, 40, 35, 41, 36, 37, 38, 39, 42, 43, 44. 45 12 Q2 3 46, 54, 47, 55, 48, 49, 50, 51, 52, 53, 56, 57, 58, 59, 60 15 Q3 3 33, 68, 61, 69, 62, 63, 64, 65, 66, 67 70, 71, 72, 73, 74 15 ® 2 1, 2, 3, 4, 5, 6, 7, 8, 30, 31, 32 11 2 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 11 © 2 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 10 CONSTRUCTION NOTES: (� STOPSIGN (RI-1) w/TOP MOUNT STREET NAME SIGNS. STREET SIGNS SHALL BE PER CITY OF AUBURN STANDARD DETAILS TRSP-I, TRSP-2, AND 1RSP-3. STOP BAR (4' MINA" OD W BACK OF CURB RAMP) 02 18' NOE, WHITE REFLECTORIZED THERMOPLASTIC OR OTHERWISE APPROVED BY THE CITY OF AUBURN. Q3 STREET NAME POST w/STREET MAME SIGNS PER CITY OF AUBURN STANDARD DETAILS TRSP-I, TRSP-2, AND TRSP-3. O PROPOSED ALUMINA POST w/LUMINARE PER CITY OF AUBURN STANDARD DETAILS TM-1, TRSL-2, TRSL-3, TRSL-4, AND TRSL-5. • NOTE NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (N.D.C.B.U.) SHALL BE CUTLER MANUFACTURING CORP. OR AMERICAN POSTAL SUPPLY (OR APPROVED EQUAL) AS OUTLINED BELOW: CUTLER MFG. AMERICAN POSTAL SUPPLY CB-8 (TYPE 1) APS3208 (TYPE 1) CB-12 (TYPE 2) APS3212 (TYPE 2) CB-16 (TYPE 3) APS3216 (TYPE 3) m 33 i , 2 i / , 72 \ 73 / .q ,y , \ It NOTE: STREET LIGHTING PLAN IS CONCEPTUAL ONLY. FINAL ELECTRICAL AND LIGHTING PLANS WILL BE DESIGNED BY OTHERS. NOTE: WHERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) FALLS WITHIN SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND N.D.C.B.U. PER CITY OF AUBURN STANDARD DETAIL STMB-2. SEE PLAN FOR LOCATIONS. CONTRACTOR SHALL REFERENCE CITY OF AUBURN STANDARD DETAILS STMB-2 AND STM6-2A FOR EXACT LOCATION AND CONSTRUCTION STANDARDS OF N.D.C.B.U. GTY AUBURN • IASTER APPROVE BY: 19 DATE: USPS ` TITLE/POSITION: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO TH& CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: EWIRES- 11-07- 3y > > 3� 8 O OOO n pOf N Y ^7 N o-Lo1641 VIEW RIDGE SOUTH at LAKELAND E71 GRAPHIC SCALE 20 0 10 20 40 IN FM) 1 inch = 20 ft. i WALL NOTES AND DETAILS A PORTION OF E E 1/4 OF TIE NE 1/4 SECTION 6, AND THE ME 1/4 OF TFE NE 1/4 SECTION 5 TOWNSW 20 NORTH RANG 5 EAST, WM CITY OF AUBLFK FIERCE COUNTY, WASPRIWON ter. TA: M+76.25, 117.50' R/ STA.: W+90.25, 117.$''RT I NOTE: STATIONING ALONG NOTE: FOR TRUCTURAL WALL CSEE LOCK —BLOCK ALCULATIONS BY ASSOCIATED RETAINING WALL INFORMATION, IS 1.O M ELIZABEACE OF H AVE. SE. WALL \��_�\� _\\\ \ \ _ SCIENCES, NC. DATED JULY 77, 2000. \ `\ �\\\� 2-1/2' x 2-112' x 5' 1 ° LOCK -BLOCK (TYP.) 6Ir CONSTRUCTED IN ACCORDANCE I d WITH MANUFACTURER'S RECOMMENDATION _ ° ° d ° • ° d° 12I I� ° e ° COt*" BACKFILL7 4" DIAMETER PERFORATED PVC PIPE SLOPED TO DRAIN TO APPROVED LOCATION 2" CRUSHED ROCK BEARING PAD MINIMUM 1-FOOT THICK Af • -milli �- 1 d I=1IC je d' —� 6I ° f MN ` / ' d WALL ° ° y ° DRAIN 2-112' x 2-1/2' x 5' LOCK -BLOCK (TYP.) CONSTRUCTED IN ACCORDANCE ° ° ; WITH MANUFACTURER'S RECOMMENDATION °d d ° ° °d a ° d A a G ✓ ° a° a a ° d ° ° . d° ° a ° d ° ° ° ° ° •Q ° ° COMMON BACK"LL7 TURN MAN AXIS PERPENDICULAR TO WALL 4" DIAMETER PERFORATED PVC PPE SLOPED TO DRAW To APPROVED LOCATION II II 2" CRUSHED ROCK 0.5' MN. BEARING PAD _ _ _ MINIMUM 1-FOOT THICK ---- _ _ i/ 4" SOLID PVC SLOPED i0 DAYLIGHT PER PLAN WALL DETAIL FOR 5' TO 10' I-EIQIiT N.T.S. 560 wil E: 9 520 GENERAL NOTES 1. DRAINAGE LAYER MATERIALS FOR WALL DRAIN SHALL BE CRUSHED ROCK MATERIAL RANGING BETWEEN 4 AND 2 INCHES IN SIZE AND FREE OF ORGANICS, WITH LESS THAN 5 PERCENT FINES (SILT AND CLAY PARTICLES PASSING THE 1200 MESH SIEVE). CCIMMON 1 1. SOIL PLACED BEHIND THE INFILL SHALL BE INORGANIC SOIL WITH A PLASTICITY INDEX LESS THAN 20, OR AS DIRECTED BY THE SOILS ENGINEER. 2. BACKFILL SHALL BE COMPACTED TO A MNMUM 95 PERCENT OF MODIFIED PROCTOR DENSITY (ASTM:D 1557). 1. BEARING PAD SHALL BE PLACED AS 9100 ON THE CONSTRUCTION DETAILS WITH A MINIMUM THICKNESS OF 12 INCHES. 2. FOUNDATION SOIL SHALL BE PROOFROLED AND COMPACTED TO 95 PERCENT OF MOWED PROCTOR DENSITY PER SOILS REPORT. 3. SOIL BEARING PAD MATERIAL SHALL BE COMPACTED TO PROVIDE A HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. COMPACTION WILL BE WITH MECHANICAL PLATE COMPACTORS TO 95 PERCENT OF MONIED PROCTOR DENSITY PER SOILS REPORT. BEARING PAD SHALL BE INCLUDED AT 1H: 6V. 4. BEARING PAD SHALL BE PREPARED TO INSURE INTIMATE CONTACT OF BLOCKS WITH PAD. 1. FIRST COURSE OF LOCK -BLOCKS SHALL BE PLACED ON THE BEARING PAD. THE UNITS SHALL BE CHECKED FOR BATTER AND ALIGNMENT. THE FIRST COURSE IS THE MOST IMPORTANT TO ENSURE ACCURATE AND ACCEPTABLE RESULTS. 2. ENSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. 3. UNITS ARE PLACED SIDE BY SIDE FOR FULL LENGTH OF STRAIGHT WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LIE OR OFFSET FROM BASE LINE TO A MOLDED FINISHED FACE OF THE UNIT. ADJUST UNIT SPACING FOR CURVED SECTIONS ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. 4. PLACE AND COMPACT FILL BEHIND UNITS, 5. CLEAN ALL EXCESS DEBRIS FROM TOP OF UNITS AND INSTALL NEXT COURSE. 6. LAY EACH SUCCESSIVE COIARSE ENSURING THAT SHEAR CONNECTORS ARE ENGAGED. 7. REPEAT PROCEDURES TO THE EXTENT OF THE WALL HEIGHT. 1. FULL-TIME INSPECTION OF THE WALL CONSTRUCTION BY THE GEOTECHNICAL ENGINEER IS REQUIRED. i;L15 a1 '15011 . 1. THE FOLLOWING DESIGN VALUES WERE USED: INTERNAL ANGEL OF FRICTION FOR RETAINED SOIL = 34 DEGREES UNIT WEIGHT OF SOIL = 135 POUNDS PER CUBIC FOOT (PCF) MAXIMUM WALL HEIGHT = 10 FEET BATTER OF WALL 1H:6V (HORIZONTAL: VERTICAL) BACKFIL SLOPE = LEVEL SOIL TYPE = TILL FILL 2. WALL ELEVATIONS AND LAYOUT ARE TO BE PER CIVIL DRAWINGS. 3. CONTRACTOR VERIFY ALL LOCATION, ELEVATIONS, DIMENSIONS, AND SETBACKS. EXPIRES, 11-07- RECORD DWONG CERTIFICATION THESE DRAIMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: y -OD47 THESE PLANTS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGMNERNG DIVISION REQUIREMENTS. Approved By. 4z i'k .%1, Dote Approved:Lr%aJ 9 DARE w_6 M -7-16- � EVIREA 1-31- � Soi 14 `B OXDl« CONDOR & WIRE SCHEDULE RUN COMM SIZE WIRE I COMMENTS 1 T RGS 2-0 1-N GRD FROM LIGHT POLE FOUNDATION TO JUNCTION BOX 2 2' PVC 2-4 I -A GRD 3 T RGS 248 1-NB GRD ROAD CROSSINGS 4 T RGS 342 CONNECT TO PSE VAULT M8 AT AT&T TOWER 5 T PVC 4418 I -* GRD 8 TRW 4A 1-18 GIRD GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. LUMMIURE SCHEDULE POLE NUMBER SERVICE I CIRCUIT WATTAGE POLE TYPE HEIGHT ARM I LENGTH L-1 11 A 100 ALUMINUM 30 FT. 8 FT. L-2 11 A 100 ALUMINUM 30 FT. 8 FT. L-3 11 A 100 ALUMINIUM 30 FT. 8 FT. L-4 11 A 100 ALUMINUM 30 FT. 8 FT. L5 1 I A 100 ALLIS" 30 FT. 8 FT. L5 11 A 100 ALUMNUM1 30 FT. 8 FT. L-T 11 A 100 ALUMINUM 30 FT. 8 FT. L-8 11 B 100 MIAINUM 30 FT. 8 FT. L-9 11 B 100 ALUMINUM 30 FT. 8 FT. L-10 11 B 100 ALUMINUM 30 FT, 8 FT. L-11 11 B 100 ALUMINUM 30 FT. 8 FT. L-12 11 B 100 ALUMINUM 30 FT. 8 FT. L-13 11 B 100 ALUMINIUM 30 FT. 8 FT. L-14 11 B 100 ALUMINUM 30 FT. 8 FT. 53 52 51 13938 Tn 1 NI g$�h CL _ I 37TRACT 5(0 k / h _ 1 _ mr 1 i 42 - / { 26 ml 1,i � GENERAL NOTES I ALL CONDUITS SHALL BE 2 INCH SCHEDULE 40 PVC, EXCEPT WHERE CONDUITS CROSS ROADWAYS, THE CONDUIT SHALL BE RIGID, 2 ALL JUNCTION BOXES SHALL BE LABELED WITH "LT" ON THE GALVANIZED LID PER AUBURN DETAIL SHEET TR5L-4. 3 STREET LIGHT POLES SHALL BE ALUMINUM 30 FEET TALL WITH AN 8 FOOT LUMINAIRE ARM_ THE: FIXTURE SHALL BE 120/240 VOLT AND BE 100 WATTS. 4 EACH STREET LIGHT FOUNDATION SHALL HAVE A TYPE 1 JUNCTION BOX LOCATED BY IT, AND HAVE A 3 FOOT BY -1 FOOT BY 4 INCHES THICK CONCRETE PAD AROUND THE TWO FEATURES PER AUBURN DETAIL SHEET TRSL-1. 5 SERVICE CABINET SHALL BE METERED WITH PHOTOCELL ON CABINET PER CITY OF AUBURN SPECIFICATIONS. ro ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT CITY OF AUBURN / WASHINGTON STATE DEPARTMENT OF TRANSPORTATION / APWA SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND NATIONAL ELECTRICAL CODE AS APPLICABLE UNLESS OTHERWISE SPECIFIED. IN CASES OF CONFLICT THE MOST STRINGENT GUIDELINES SHALL APPLY. WHEN THE MOST STRINGENT GUIDELINES ARE UNCLEAR, THE DIRECTOR OF PUBLIC WORKS SHALL MAKE THE FINAL DETERMINATION. ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. 8 SERVICE CABINET TO BE INSTALLED NEXT TO PUGET SOUND ENERGY VAULT 08. L17 ♦ F -- V //1 LJ C Legend EXISTING 120/240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS TYPE i JUNCTION BOX EXISTING CITY OF AUBURN STREET LIGHT STANDARD NEW 120/240 VAC SERVICE CABINET PER 4, 11 \ \ CITY OF AUBURN SPECIFICATIONS PROPOSED CITY OF AUBURN STREET LIGHT STANDARD AY�7 13 1` 47 IN'i���� " `'1 TANKSd VC 20 ' , to .� 46 / 1 ' / 29 14 / �o® ����� I . r ` ; IfI IEx moEP70�\'ll 30 34 64 (6131 ✓i a , . A v v / �� 62 32 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITTQN: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. J 4' S Date Approved: LC'/ � � o o i z w I —4 W Lu P �O a a� �C Wj N V) O W �^ N Q N O C� W C W r', U .Z j W C3 U 4 r J W O SCALE: 1 MUCH = 60 FEET DATE 11/22/b0 DRAWING NUMBER VIEW RIDGE SOUTH LIGHTING PLAN SHEET Of OF oz. D 1491 N.E. 1 /4 & NW 1 /4 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. LAKELAND SOUTH DIV. 2-PHASES 2 & 3 OWNER/DEVELOPER 7HEVJD COMPANY 222 112T 3 112TH AVE. NE. (CLEARING AND GRADING) PIERCE COUNTY, W A . 222 BELLEVUE, WA 98004 PHONE (425) 453-0496 FAX (425) 453-6767 VICINITY MAP CIVIL ENGINEER PACIFIC ENGINEERING DESIGN, INC. 130 ANDOVER PARK E. SUITE 300 SEATTLE, WA. 98188 PHONE (206) 431-7970 FAX (206) 431-7975 SURVEYOR : BOro 6TM�A170 . SOUTH BURIEN, WA. 98168 PHONE (206) 244-2869 FAX (206) 431-9110 GEOTECHNICAL ENGINEER ASSOCIATED EARTH SODOM 724 ERICKSON AVE. N.E. /204 BAINBRIDGE ISLAND, WA 98110 PHONE (425) 780-9370 FAX (425) 780-9438 ENVIRONMENTAL ANALYSIS W4D STRATEGIES 446 SE CRESENT PLACE CLINTON, WA. 98236 PHONE (360) 341-1767 DATUM NATIONAL GEODETIC VERTICAL DATUM 1929 BENCHMARK PIERCE COUNTY B.M. NO. 50-2 BRASSIE IN CONCRETE CURB, S.W. COR. 8TH ST. E. BRIDGE OVER STUCK RIVER ELEVATION 74.40 TBA CHISELED SQUARE IN NORTHEAST CORNER OF POWER VAULT AT SOUTHEAST CORNER OF INTERSEC11ON AT LAKELAND HILLS WAY SE AND 57TH DRIVE SE, ELEVATION 523.62' SFEET INDEX SHEET Cl COVER SHEET SHEET C2 GENERAL NOTES SHEET C3 TEMPORARY EROSION CONTROL PLAN SHEET C4 TEMPORARY EROSION CONTROL PLAN SHEET C5 TEMPORARY EROSION CONTROL PLAN SHEET C6 TEMPORARY EROSION CONTROL PLAN SHEET C7 GRADING PLAN SHEET C8 GRADING PLAN SHEET C9 GRADING PLAN SHEET C10 GRADING PLAN SHEET C11 DETAILS SHEET C12 DETAILS SHEET C13 SEDIMENT POND SECTIONS SHEET C14 EXISTING ROAD, GRADING & TESC PLAN BY TRIAD AIND ASSOCIATES. m M i ww �I urw � urr I urn � rVISION 2 �~ 3mv mw ww 1wr Iww r / we low a \ I I j / m~ , / /mw rFw wn NOTE: ALL PERMANENT ROADWAY ALIGNMENTS ARE TOrIBE RENEWED UNDER SEPARATE PLAN SUBMITTAL. rr m 1 wr � rrr mw \ , i wr I l ell PERSONS RESPONSIBLE FOR ON -SITE INSPECTIONS ARE DICK SHAFFER OR RICK PIERCE AT THE LAKELAND COMPANYS AUBURN OFFICE 108 S. DIVISION STREET, SUITE 0 AUBURN, WA. 9800 PHONE : (253) 804-9796 FAX : (253) 804-6805 wa wa i rl L_AJ ma LEGAL DESCRIPTION LAKELAND DINSIGN 2 (PHASES 2 & 3) THAT PORTION OF THE NORTHEAST AND NORTHWEST QUARTERS OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. IN PIERCE COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6; THENCE N 88'34'43" W ALONG THE NORTH LINE OF SAID SECTION 2065.91 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 10'34'14" W 50.29 FEET; THENCE S 41-46-00' W 1194-58 FEET; THENCE N 48'14'00" W 231.87 FEET TO THE SOUTH UNE OF NORTH 810.00 FEET OF SAID NORTHWEST QUARTER; THENCE N 88'34'43' W ALONG SAID SOUTH LINE 671.69 FEET TO THE WEST UNE OF THE NORTHEAST QUARTER OF SAO NORTHWEST QUARTER; THENCE N 01-16'56" E ALONG SAID WEST LINE 810.00 FEET TO THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE S 88'34'43' E ALONG THE NORTH UNE OF SAID SECTION 1831.74 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 6 DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 8, THENCE N 68'34'43' W ALONG THE NORTH LINE OF SAID SECTION 1083.00 FEET TO THE MARGIN OF A ROAD AS CONVEYED TO PIERCE COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9501190204, RECORDS OF SAID PIERCE COUNTY, A POINT ON A CURVE TO THE CENTER OF WHICH BEARS N 72'25'31" W 235.00 FEET, AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID MARGIN THE FOLLOWING COURSES AND DISTANCES; THENCE SOUTHWESTERLY ON SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 37'25'31", AN ARC DISTANCE OF 153.50 FEET TO A POINT OF COMPOUND CURVE THE CENTER OF WHICH BEARS N 35'00'00" W 475.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE TO RIGHT THROUGH A CENTRAL ANGLE OF 05'12'57, AN ARC DISTANCE OF 43.24 FEET; THENCE S 29'47'03' E 50.00 FEET TO A POINT ON A CURVE THE CENTER OF WHICH BEARS S 29'47'03" E 25.00 FEET; THENCE SOUTHEASTERLY ON SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 84'47'03', AN ARC DISTANCE OF 36.99 FEET; THENCE S 35'00'00' E 52.99 FEET TO A POINT OF CURVE; THENCE SOUTHWESTERLY ON SAID CURVE TO THE RIGHT HAVINGA RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 47.12 FEET; THENCE S 55'00'00" W 23.24 FEET; THENCE S 5634'33" W 150.06 FEET; THENCE S 55'00'00" W 215.00 FEET TO A PORT OF CURVE; THENCE NORTHWESTERLY ON SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 90'00'00, AN ARC DISTANCE OF 54.98 FEET; THENCE N 35'09'00" W 290.83 FEET TO A POINT OF CURVE; THENCE NORTHWESTERLY ON SAID CURVE TO THE LEFT HAVING A RADIUS OF 1530.00 FEET, A CENTRAL ANGLE OF 12'39'40", AN ARC DISTANCE OF 338.09 FEET; THENCE N 47'39'40" W 28.99 FEET TO THE NORTH UNE OF SAID SECTION 6; THENCE LEAVING SAID ROAD MARGIN S 88'34'43" E ALONG THE NORTH LINE OF SAID SECTION 6 A DISTANCE OF 138.70 FEET TO THE BOUNDARY OF A TRACT OF LAND DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NUMBER 8907170104, RECORDS OF SAID PIERCE COUNTY; THENCE ALONG SAID BOUNDARY LINE THE FOLLOWING COURSES AND DISTANCES; THENCE S 47'79'39' E 132.00 FEET; THENCE S 78'12'59' E 122.55 FEET; THENCE S 88'34'43" E 80.00 FEET; THENCE N 80'35'49" E 178.39 FEET; THENCE N 01'01'47" E 75.00 FEET TO THE NORTH UNE OF SAID SECTION 6; THENCE LEAVING SAID BOUNDARY LINE S 88'34'43' E ALONG SAID NORTH UNE 212.24 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF SAID NORTHEAST QUARTER OF SAID SECTION 6 DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6; THENCE N 88'34'43" W ALONG THE NORTH LINE OF SAID SECTION 870,25 FEET TO THE MARGIN OF A ROAD AS CONVEYED TO PIERCE COUNTY BY INSTRUMENT CORDING NUMBER 95 18 R 01 0204 RECORDS OF SAID RECORDED UNDER R E D E PIERCE COUNTY, A POINT ON A CURVE THE CENTER OF WHICH BEARS N 72'44'40" W 370.00 FEET, AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID MARGIN THE FOLLOWING COURSES AND DISTANCES; THENCE SOUTHWESTERLY ON SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 37.44'40", AN ARC DISTANCE OF 243.74 FEET; THENCE S55'00'00" W 33.00 FEET TO A POINT OF CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 47.12 FEET; THENCE N 35'00'00" W 54.77 FEET TO A POINT OF CURVE; THENCE NORTHEASTERLY ON SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 80'43'06", AN ARC DISTANCE OF 3&22 FEET TO A POINT ON A CURVE THE CENTER OF WHICH BEARS N 44'16'54' W 285.00 FEET; THENCE NORTHERLY ON SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 3102'67% AN ARC DISTANCE OF 154.38 FEET TO THE NORTH UNE OF SAID SECTION 6; THENCE LEAVING SAID MARGIN S 88'34'43" E ALONG SAID NORTH UNE 161.67 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2380037, AS DEPICTED ON RECORD OR SURVEY RECORDED UNDER RECORDING NUMBER 8807260259, RECORDS OF PIERCE COUNTY, WASHINGTON. o PACIFIC ENGINEERING DESIGN INC. THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIE ICE COUNTY ORDINANCE NUMBERS 90-13 AND 92- 0 -J-q-" NAME DATE ALL W RK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. trt� 1 N W co v N MOM VJ Z N 0 H0 0 V, ''^^ a Y 0 ZL Q30 W Y `' N � O N N Mime PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION c I t. m m ro a 3 N O 0 M L Z) In Y Q a x ui z Z a 0 CIVIL ENGINEERING AND PLANNING CONSULTANTS oxi) 1661 TEMPORARY EROSION CONTROL NOTES (PIERCE COUNTY) 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY MALL BE CORRECTED BY THE APPLICANT. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATED MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES. SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. S. IN ANY AREA MICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED NTH MULCHING, NETTING, OR OTHER TREATMENT. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND FLAGGED IN THE FIELD. 7. THE MUNICIPALITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE MUNICIPALITY FORTY-EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION d SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING INSPECTION NO. 2 - COMPLETION OF CLEARING INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK INSPECTION NO. 4 - COMPLETION OF PROJECT 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE PIERCE COUNTY - CITY OF TACOMA STORMWATER MANAGEMENT MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. SILT FENCES (PIERCE COUNTY) 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WTH A MINIMUM 6- INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED AT A MAXIMUM OF 6 FEET MART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL HOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE N AN 20 INCHES OF THE FABRIC SHALL BE RD EFEE D E EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STALED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR NEED DIRECTLY TO THE POSTS NTH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. S. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. STRAW/HAY BALES (PIERCE COUNTY) 1, BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED NTH BINDINGS ORIENTED AROUND THE SIDES RATHER THAN THE TOPS AND BOTTOMS OF THE BALES. THIS WILL PREVENT RAPID DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE LENGTH AND WIDTH OF THE PROPOSED BARRIER TO A DEPTH OF AT LEAST 4 INCHES. AFTER THE BALES ARE STAKED AND CRACKS BETWEEN BALES CHINKED NTH EXTRA STRAW AS NECESSARY, THE EXCAVATED SOIL SHALL BE SACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4. EACH BALE SHALL BE ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARDS THE PREVIOUSLY LAID BALE IN ORDER TO FORCE THE BALES TOGETHER. INLET PROTECTION (PIERCE COUNTY) 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SKIES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL BE ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON THE DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES MADE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WRE MESH WITH 1/2- INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4- INCH TO 3- INCH GRAVEL. 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH NTH 1/2- INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER ARE MESH. 5. PLACE 3/4- INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. CHECK DAMS (PIERCE COUNTY) 1, THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- INCH DIAMETER QUARRY SPALLS. THE QUARRY SPALLS LUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITON OR STALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER MAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6- INCH DIAMETER LOGS. THE LOGS SHALL BE !EMBEDDED INTO THE SOILS AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS-UNED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE CRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM !EIGHT OR BEFORE. MULCHING (PIERCE COUNTY) 1. MULCH MATERIALS USED SHALL BE PER TABLE &3 OF SECTION 8.11.13 OF THE PIERCE COUNTY-TACOMA STORMWATER MANAGEMENT MANUAL, 2. MULCHES SHALL BE APPLIED IN ALL AREAS NTH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4, ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SEEDING (PIERCE COUNTY) 1. SEED MIXTURE SHALL BE PER TABLE 8.4 OF SECTION 8.11.14 OF THE OF THE PIERCE COUNTY-TACOMA STORMWATER MANAGEMENT MANUAL. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES. JUTE MAT, CLEAR PLASTIC COVERING.) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, STALES LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM NTH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS, AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. TOPSOIL (STOCKPILED) (PIERCE COUNTY) 1. STOCKPILES SHALL BE STABILIZED (NTH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL BE NOT PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY NET, OR WHEN CONDITIONS EXIST THAT MAY OTIERNSE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. CONSTRUCTION ENTRANCES (PIERCE COUNTY) 1. MATERIAL SHALL BE 4- INCH TO 8- INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGE FAMILY LOTS) AND MAY BE TOP -DRESSED NTH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FTXL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADVERSELY REMOVE THE MUD FROM THE VEHICLE WHEELS, 111E WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED NTH GUSHED ROC( AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. PIERCE COUNTY GENERAL NOTES (PRIVATE DEVELOPMENT) 1. ALL MATERIALS AND WORKMANSHIP IN PIERCE COUNTY RIGHT-OF-WAY SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND PIERCE COUNTY PUBLIC ROAD STANDARDS. 2. IT WILL BE THE APPLICANT'S OR HIS AGENT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE W11H THE STANDARDS OF THE COUNTY. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION, THE APPLICANT OR HIS CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE PIERCE COUNTY DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 5. UPON COMPLETION OF THE PROJECTS PRIVATE STORM DRAINAGE SYSTEM, A LETTER OF COMPLETION, SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT AND PRIOR TO THE RELEASE OF ANY FINANCIAL GUARANTEE POSTED BY THE APPUCANT. 6. BEFORE WORKING IN THE COUNTY RIGHT-OF-WAY, THE APPLICANT SHALL: a) OBTAIN A GENERAL PERMIT FROM THE COUNTY. b) SUBMIT A FINANCIAL GUARANTEE TO THE COUNTY TO ASSURE SATISFACTORY COMPLETION OF THE WORK. c PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REQUIRED OUB Y THE COUNTY. 7. THE CONTRACTOR SHALL NOTIFY THE APPUCANTS ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. 8. ALL WORK ASSOCIATED NTH STABILIZING THE DISTURBED AREA SHALL BE IN ACCORDANCE NTH SECTION 8-01 OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION OR THE LATEST VERSION THEREOF AND THE PIERCE COUNTY - CITY OF TACOMA STORMWATER MANAGEMENT MANUAL UNLESS OTHERWISE APPROVED BY PIERCE COUNTY. 9. EXCAVATION STANDARDS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE NTH THE SOILS REPORT PREPARED FOR THIS PROJECT BY ASSOCIATED EARTH SCIENCES, INC., AND ADDENDUM LETTER FOR ACCESS ROADWAY DATED SEPT. 11, 1995. CUT SLOPES SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SET BACK FROM THE SITE BOUNDARY UNE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH - SETBACK DISTANCE UNDER 5 FEET - 2 FEET 5 - 20 FEET - HEIGHT/2 OVER 20 FEET - 10 FEET 10. FILL STANDARDS: FILL LOCATION: SLOPES TA T VERTICAL SHALL NOT BE STEEPER THAN 1-1 HORIZONTAL 0 1 OR AS RECOMMENDED BY A SOILS ENGINEER. FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. PREPARATION OF GROUND: THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WTH THE NEW FI.L; AND WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. SETBACK FROM PROPERTY LINES: THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE NTH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. FILL DEPTH - SET BACK DISTANCE UNDER 5 FEET - 2 FEET 5 - 40 FEET - HEIGHT/2 OVER 40 FEET - 20 FEET 11. ISSUANCE OF A SITE DEVELOPMENT PERMIT BY PIERCE COUNTY DOES NOT IMPLY OR SIGNIFY THAT THE PROPOSED WORK COMPLIES WTH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER COUNTY ORDINANCES, REGULATIONS, OR REQUIREMENTS, OR STATE OR FEDERAL LAWS. APPLICANT WILL ACCEPT SOLE RESPONSIBILITY AND UABWTY FOR COMPLIANCE NTH ALL STATE, FEDERAL AND LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS 12. THE SITE DEVELOPMENT PERMIT MUST BE POSTED BY THE DEVELOPER AT THE DRIVEWAY LOCATION FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. THE DEVELOPER WILL BE RESPONSIBLE FOR THE WEATHERPROOFING OF THE PERMIT, POSTING APPARATUS, AND MAINTENANCE. 13. A SITE DEVELOPMENT PERMIT SHALL BE VALID FOR THREE YEARS FROM THE DATE OF APPROVAL BY THE COUNTY. A ONE-YEAR EXTENSION MAY BE GRANTED IF DEEMED APPROPRIATE BY THE COUNTY. 14. THE COUNTY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIIED TO ENFORCE THESE REGULATIONS. THE COUNTY REPRESENTATIVE SHALL PRESENT PROPERTY CREDENTIALS AND MAKE RESPONSIBLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING ONTO PRIVATE PROPERTY. 15. SHOULD 114E COUNTY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING NTH THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE COUNTY MAY REVOKE THE ORIGINAL PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THE COUNTY MAY REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. STANDARD NOTES - PIERCE COUNTY 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS OF THE LATEST STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND PIERCE COUNTY PUBLIC ROAD STANDARDS. 2. THE PIERCE COUNTY DEVELOPMENT ENGINEERING INSPECTOR MUST BE CALLED FOR INSPECTION OF THE STORM DRAIN SYSTEM BEFORE THE DRAIN SYSTEM IS SACKFILLED. 3. IT WILL BE THE DEVELOPER'S OR HIS AGENTS RESONSIBILITY TO CONTACT ALL UDUTY COMPANIES IN ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OI ER APPURTENANCES ARE PROPERLY LOCATED AND THEIR INSTALLATION IS COORDINATED WITH THE ROAD CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE DEVELOPER AND MUST BE IN ACCORDANCE WITH STANDARDS ADOPTED BY THE COUNTY PRIOR TO ROAD ACCEPTANCE. 4. DURIED UTILITIES ARE EITHER NOT SHOWN OR IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 5. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY PIERCE COUNTY AND WITHIN iB MONTHS THEREAFTER, SHALL BE CORRECTED BY THE DEVELOPER/OWNER/PROPONENT. 6. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY PIERCE COUNTY DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. & THE PIERCE COUNTY DEVELOPMENT ENGINEERING INSPECTOR SHALL BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION IS STARTED. 9. SLOPES ARE TO BE STABILIZED TO PREVENT EROSION. IN CASE EROSION OCCURS ON CUT OR FILL SLOPES OR IN DITCHES, LINING IS TO BE PROVIDED AS SPECIFIED ON THESE PLANS OR AS REQUESTED BY THE PIERCE COUNTY DEVELOPMENT ENGINEERING INSPECTOR. 10. UPON COMPLETION OF THE PROJECTS STORM DRAINAGE SYSTEM CONSTRUCTION, A 'LETTER OF COMPLETION' SIGNED AND STAMPED BY A LICENSED PROFESSIONAL CIVIL ENGINEER IN THE STATE OF WASHINGTON MUST BE SUBMITTED TO THE DEVELOPMENT ENGINEERING SECTION AND ACCEPTED PRIOR TO RELEASE OF ANY BONDS OR OTHER FINANCIAL GUARANTEES POSTED BY THE PROPONENT. 11. PRIOR TO CONSTRUCTION OF PRIVATE ROAD OR PRIVATE STORM DRAINAGE SYSTEM, A FILLING/GRADING/CLEARING PERMIT MUST BE OBTAINED. APPLICATION SHALL BE MADE AT PIERCE COUNTY ANNEX. 12. ALL CUT AND FILL SLOPES SHOULD BE HYDROSEEDED AS NEEDED TO PREVENT EROSION. 13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF NTH THE SITE AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE APPLICANTS ENGINEER PRIOR TO UNDERTAKING THE AFFECTED WORK, THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAW40S PRIOR TO PROCEEDING NTH ANY WORK. ANY DISCREPANCY IN THESE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE APPLCANYS ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES NTH THE PIERCE COUNTY DEVELOPMENT ENGINEERING SECTION. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. 14. THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUND WATER, OR DISCREPANCIES FROM PLANS IN EXISTING CONDITIONS 15. SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE NTH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE APPUCANTS ENGINEER AND CONSTRUCTED FOR THE PROJECT: CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 / 20 FEET HEIGHT / 2 OVER 20 FEET 10 FEET 16. FILL STANDARDS: SLOPES SHALL NOT BE STEEPER THAN 1-1/2 HORIZONTAL TO 1 VERTICAL OR AS RECOMMENDED BY A SOILS ENGINEER. FILL SITES MUST BE APPROVED BY THE PIERCE COUNTY ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL TOPSOIL AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND NTH THE NEW FILL; AND WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE PIERCE COUNTY ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL !NAIL. BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. THE TOE OR CATCH POINT OF THE FILL SLOPES SHALL BE SETBACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE NTH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE APPLICANTS ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH SETBACK DISTANCE UNDER 5 FEET 2 FEET 5 / 40 FEET HEIGHT / 2 OVER 40 FEET 20 FEET 17. LANDSCAPING IN THE COUNTY RIGHT-OF-WAY SHALL BE RESTRICTED TO THE LAWN. NO SNUBS, CURBING, BARK, ETC., NLL BE PERMITTED. 18. ALL DOWNSPOUTS SHALL BE 7101I1UIED TO THE STORM DRAINAGE SYSTEM. 19. ALL ROAD APPROACHES SHALL BE CONSTRUCTED AS SHOWN NTH 2 INCHES COMPACTED CRUSHED SURFACING TOP COURSE AND 2 INCHES COMPACTED ASPHALT CONCRETE, OR 6 INCHES OF PORTLAND CEMENT CONCRETE PER ORDINANCE NO. 90-132. GEOTECHNICAL NOTES AND RECOMMENDATIONS. (PER ASI INC.) 1. THE RECOMMENDED MINIMUM BUILDING SETBACK DISTANCES ARE 5 FEET FROM THE TOP AND 10 FEET FROM THE TOE OF NATURAL OR REGRADED SLOPES THAT ARE STEEPER MAN 30 PERCENT OR HIGHER THAN 10 FEET, 2. PERMANENT CUT AND STRUCTURAL FILL SLOPES SHOULD BE GRADED NO STEEPER THAN 2H: iV (HORIZONTAL VERTICAL). SLOPES SHOULD BE HYDROSEEDED AS SOON AS POSSIBLE AFTER GRADING. 3. CUT SLOPES IN NATURAL SOILS THAT MUST BE GREATER THAN 2H:1V SHOULD BE PROTECTED BY A ROOKERY. SEE DETAIL SHEET C12. 4. STRUCTURAL FILL SLOPES THAT MUST BE STEEPER THAN 2KIV SHOULD BE PROTECTED BY A GEOGRID REINFORCED ROCKERY. SEE DETAIL SHEET C12. 5. STRUCTURAL FILL TO BE PLACED ON SLOPES STEEPER THAN 5H:1V SHOULD BE TIED TO FIRM, STABLE SUBSOIL BY APPROPRIATE KEYING AND BENCHING AS RECOMMENDED IN THE SOILS REPORT. PACIFIC ENGINEERING DESIGN INC. CONSTRUCTION SEQUENCE The generalized sequence during the construction life of the project Is as follows: 1. Schedule and attend preconstructlon conference with officlols of Pierce County, City of Auburn, franchised utilities, Le., telephone, power, gas, cable TV. Contractor and owner's representative. 2. Flag the limits of clearing and/or work area. 3. Install rocked construction entrance and perimeter silt fencing. 4. Provide Interim catch basin protection for all existing drainage structures on -ails or adjacent to work area. 5. Clear and grub sediment pond area for pond A2 while leaving the existing western ESC pond active. 6. Construct sediment pond A2 Including outfoll, Star fences, emergency spillway, gravel cone, stand pipe and gravel berth. 7. When ESC pond A2 is constructed and connected to the existing outfoll point, deactivate the existing westem ESC pond. B. Construct sediment pond Al Including outfoll, filter fences, emergency spillway, gravel cone, stand pipe and gravel berm. 9. Clear and grub work site. 10. Construct Interceptor swales and piping to direct runoff to sediment ponds. 11, Grade site per approved grading plan. Provide additional Interceptor swales to direct site runoff to sediment pond. Review perimeter erosion control and add additional protection as required. 12. Rough grade roadways and building areas. Extend and/or relocate Interceptor swales as required. Direct all silt laden runoff to sediment ponds prior to discharge. 13. Maintain erosion control elements. Inspect all silt fences weekly replace, P and r lace repair or add additional fences as needed or directed by the Inspector. 14. Hydroseed or mulch all disturbed areas immediate after completing grade. 15. Upon approval by the Inspector, after all construction activity Is completed (In each approved phase), the site Is stabilized and permanent storm drainage has been installed, remove the remaining temporary erosion control measures. Reseed areas disturbed by this removal, INSPECTION SEQUENCE: The following Inspection and maintenance practices will be used to maintain erosion and sediment controls: 1. All control measures will be inspected at least once each week and following any atom event of 0.5 inches of rainfall or greater. 2. All measures will be maintained In good working order; If a repair Is necessary, It will be initiated within 24 hours of report. 3. Built up sediment will be removed from silt fences when It has reached one-third of the height of the fence. 4. Silt fences will be inspected for depth of sediment, teen, to see If the fabric Is securely attached to the fence poets, and to see that the fence poste am firmly embedded. 5. The sediment pond/traps will be Inspected for depth of sediment, and built up sediment will be removed when they reach 10 percent of the design capacity or at the and of the job. 6. V-ditches and check dame will be inspected and any breaches promptly repaired. Remove sediments from behind check dons at sufficient intervals to prevent bypass. 7. Inspect temporary and permanent seeding and planting for bare spots, washouts and healthy growth. Replant as necessary. 8. A maintenance Inspection report will be made after each Inspection. 9. Personnel selected for inspection and maintenance responsibllitlee will be adequately trained in all practices necessary for keeping erosion and sediment controls used onalte In good working order. THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13A AND 92- '0 '1_I AU NAME DATE ALL WORK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 591-3756. N.TPIIE4 SEPT. 5, 1999 Q W Z0 Z Z co N W 8 COU I � UJ 1L N Z N D N D ` I Q N loss v 1 LL ll 0 WO /A Z00 11J A O Z Q Z QTT3N J F�W W m N YJ W NW 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION CW2 CO 00 00 rn 3 L W N CIVIL ENGINEERING AND PLANNING CONSULTANTS 0, ►S oq o--� 0 1441 A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST I I I I DI VISION a 3 I I I � NOTE: SEE SHEETS C2 AND NG TES CONSTRUCTION SEQUENCE AND EXISTING TESC PONDS BEFORE I CONSTRUCTION OF PONDS A2-1AND A2-2 I I II CRABTREE' TEMPORARY SEDIM NT'POND A2 II — TOTAL STORAGE REQUIRED I: 18,386 C.F. I STORAGE PROVIDED: 25,975 C.F. TOP'.OF BERM : 543.50 1 I I DESIGN STORM ELEVATION: II540.5O I jIEMP3 ARY STRUCTKkI / EMERGENCY SPILLWAY : 542.50 ', I - ENTER NCE DETAII; % SPILLWAY WIDTH 15' II� $;EET 11 TOP OF STANDPIPE : 542.50 - MATCH EXISII GRADE I TOP OF SEDIMENT STORAGEI: 539. (2:1 MAA�q((,,) INV. 5.13" 0 ORIFICE': 536.00 I I E)L iI POND 130TTOM : 5383D-� rrr LF 12" CPEP EX. 15 INV(N)-533.12 SEE SHEET C71 OIL PONO ETAILS� 6.15% - I �� T PROP�O �p CITY OF A U B U R N v v 1 1 \ 1 \ 1, \ 1 LA N W o tP i` \ I \ (SEE SHEET C13 Oft SE 6NS) --« I I TO Co. / LANDSLIDE HAZARD AREA \ LIMITS OF CLEARING LF FILTER FABRIC SILT \ / SILTFENCE , IIANDSLIDE HAZARD AREA;=T I I I I I LIMITS OF CILEAR11/G,, 1 I I I I I I I I I REVISIONS: xxxxx I II t fL 543.5 I 11 t 11 t ;I II t I I I812 LFIIN' TOR J V-DITCIfI L \ t 1 t I I I t S' BUILDING SETBACK LINE MATCHIUNE - SEE SHEETS C5 FOR CONTMATM //PIERCE COUN E. N 0 r#-549.0 80T-547.0 �•-�•-ram-- � N � (P 1. N 6 TEMP. 12 N-12 / 5-1.0% MIN. \ INM Q ■ 1 a- r- i • • ' iii ii r e BOT-558,.,(I- -k!-556.0 �/ �%�.�«///d///H�7yy/y//H/Ni7//GiYi /%NAi/Liliii it - • / 1 1 � E •. « E 0 T 1 � t 1 1 , r \ V-D T14tNTERCEPTOR �� i I / r / I I I r r562.5 1 BOT--556.o I / AT&T SITE \ SHEET C9 OR NOTES PACIFIC E NGINEERING DESIGN INC. o SCALE: 1" = 40' rl 40 ) 20 40 BO ,� I LEGEND FILTER FABRIC SILT FENCE-x-x-x-x-x-x-x INTERCEPTOR V-DITCH CONTROL STRUCTURE RIP -RAP LIMITS OF CLEARING CENTERLINE - PROPOSED FINISH CONTOUR ------ 552 EXSTING CONTOUR 550 ROCKERY ��JJ LANDSLIDE HAZARD AREA KEY MAP THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13 ND 92-1 0 NAME DATE ALL WrRP PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. c IO_ CIVIL ENGINEERING AND PLANNING CONSULTANTS G II•G EWIRM SEPT. 5, 1999 ap 0QZ 0 J �m U :� T Q3 V rWr^^ YJ � I N Z n n 0 I 0 N N 0 V X I � co �$00 Q3� Q � v-16 W NJ NWI 01L 4� .1 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION 0.� D i6c I A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST z N ` m 11 � ` m m N o O 1 � A A 717 I FILTER FAB SILT ENCE 544.0 Toy=515.0 \ TW=500.5 BOTs535.0 BOT=507.5 Rn� T=6QR 4991 C1 �1 REVISIONS: xxxxx N m 1 HAZz -4 C OO� S� SE ENT POND Al STORA EOUIRED 22.300 C.F.," STORAGE OVIDED : 27.274 CA. TOP OF 505.00 DESIGN S10RM - - NATION: 502.4 TEMPORARY CONSTRUCTION EMERGENCY SPILL Y : 504.00 ENTERANCE PER DETAIL SPILLWAY WIDTH SHEET C11, OP OF STANDPIPE : .00 CITY OF AUBURN T OF SEDIMENT STOR : 501.50 INN. .29' 0 ORIFICE : 49 0C 2BOLF FILTER FABRIC POND OTTOM : 498.50 /- SILT FENCE SEE SH C11 FOR POND DE LS) / (SEE SH C12 FOR SECTIONS) \ TEMPORARY TYPE.(N ADES PER DETAIL \ C12. \ — SEDIMENT STORAGE \\ ----------- I 1 I sF i / OF CLEARING 220 LF FILTER IF/I SILT FENCE 2' BUILDING SETBACK t-,, BUFFER LINE I RAM pm, W 'W7"' ii= 8' BUILDING SETBACK UNE 148 LF INTERCEPTOR I V-DITCH g' fL WI\ i =506.5 ELE%5 TOP OF T=498.5 - it Si 155 TERCEP ~�r ~ r f t V-DIT _ 50q S1LF 12• N-12 / 3 t RS"1.0% / IP R - - - - cg•-BK / MS11NG 7ESC / � EOT=498.5 / 4__�t60 LF INTERCE T iQ j 4 02 i , t V�ITCH 5050 O v 2y 570 a % 180 LF IN TOR FL -51 55LF TEMP. 12' N-12 V-DITCH 5-1.0% MIN. oN LINE % fL =518.0 57 I I �6 ,� INSTALL ROCK CHECK DAMSI IN ALL / g s (, - 513.3 0o INTERCEPTOR V-DITCHES PER PIERCE / 55LF 7EMP. -12 �y - ab `� COUNTY STANDARDS: SEE CIHECK DAM 1 t S-1.0% MI 10 _ NOTES ON C2. SEE DETAIL ON C11 I I / ♦ R // I / ♦ 98 LF IN CEPTOR I 520 V-DITCH ,t HAZARD o PACIFIC ENGINEERING DESIGN INC. SCALE: 1" = 40' 40 0 20 40 BO LEGEND FILTER FABRIC SILT FENCE -x-x-x-x-x-x -x INTERCEPTOR V-DITCH -. -► -. -� -� CONTROL STRUCTURE RIP -RAP LIMITS OF CLEARING I.1� �rI1W CENTERLINE - PROPOSED FINISH CONTOUR - 552 - EXSTING CONTOUR - - - 550 ROCKERY LANDSLIDE HAZARD AREA THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13L AND 92-120 NAM F�� DATE ALL WO K PERFORME IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. c(s CIVIL ENGINEERING AND PLANNING CONSULTANTS y1N 1 V 'Wn VJ I IL N Z N N O Q N a I X a � 5 a� Q Q; N J OJZ Y Nwl ma 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION I I I / / i A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATO-CM - SEE SHEETS C3 F-09 CONTINUATION TW=556.0 �,i�; 1 �@OT=553.0 i /-390 TFITERCEI N$$TALL ROCKICHECK DAMS IN ALL ' INTERCEPTOR X-DITCHES PER PIERCE IITNTY STAND#MS. SEE CHECK DAM TES ON C2. §EE DETAIL ON C11 I 1/w Gam' ' I I I r I FL -549.8 U a \ / TYh594:0�� / T�552.0 T*- BOT 550.0 ADING A WIL CONF :52LFIP.12" N-12 BE LA s-1.ox MIN. AT rL -55p 4 SLIDE HAZ � b•Jj 1 ,ysy •• •• � /•, y4H, �> "'v/H yy�/� //HHJiiiijy/�/Hiyl/I/ i ^Yh' �/ �.y!/H//!u%y4(9yL61 %� /�//'6' y EiffS%uJSfL':'y7�//7�����'//�/iii/i%i//J�4i//Hi/�/HH/✓//'Y/%/i/iJ////// hy2 viH/H///////!/H/// / y/Id/IHlJ//I/H/////H.U/ / � y 'Y///i//OHI/y!•f y////ii/J� ��4�//iPHG::��/.L4'/l//J�C'!✓'/tr9k`�1i6YH///H%%%.4////,//�. /�����i��/��fy�/ • a . �;/ .riiawi/.c /.[�•u/ i✓.e "sraurw.v�iriui/Av �// �/ /.%'/���i,, rl� �¢s\ 1 REVISIONS: xxxxx _j EMENT APANY LI_A OF CLEARING -�" /+ + --------�1+ _ \sas- _ M IN%_x—x—x—x--x—x-a—x—x—x—x— t+-,+ OWAM LIMITS OF CUA\RING...///��//�//!! `�+\ ----- _. _------- — — — — _------- ` 1 I 19 (1: o PACIFIC ENGINEERING DESIGN INC. 1 n 1 SCALE: 1"=40' 40 0 20 40 80 LEGEND FILTER FABRIC SILT FENCE INTERCEPTOR V-DITCH CONTROL STRUCTURE RIP -RAP LIMITS OF CLEARING CENTERLINE PROPOSED FINISH CONTOUR EXSTING CONTOUR ROCKERY LANDSLIDE HAZARD AREA —x—x—x—x—x—x—x KEY MAP 552 550 THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13 AND 2- 0 �� eQ NAME DATE ALL RK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. k8 jf, t. SEPT. 5. 1999 1 . + 8 N 2 a W I I� N Z co 0 N x Q IL o� 0 101 co a3H Q �W„ J N�W W eqmd QY L 11 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION cz CIVIL ENGINEERING AND PLANNING CONSULTANTS D;',D ( 1 V. r REVISIONS: xxxxx A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST LIMITS OF CLEARING MATCHUNE - SEE SHEETS C4 FOR CONTINUATION LF FILTER FABRIC FENCE FA I r r r r ' � I I / I � I I I I N / ROCK CHECK DAMS IN ALL 'TOR V-DITCHES PER PIERCE STANDARDS. SEE CHECK DAM N C2. SEE DETAIL ON C11 / / 91 91, ' I I � I I I I I I I ' I I I' I I I I I I J I Dr / 1 / / / / / I / / / / r PACIFIC ENGINEERING DESIGN INC. 1 n 1 SCALE: 1" = 40' 40 0 20 40 80 LEGEND FILTER FABRIC SILT FENCE INTERCEPTOR V-DITCH CONTROL STRUCTURE RIP -RAP LIMITS OF CLEARING CENTERLINE PROPOSED FINISH CONTOUR EXSTING CONTOUR ROCKERY LANDSLIDE HAZARD AREA -X-X- X-X-X-X -X 552 - 550 .Q 4f"Mmillil THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-1p A2 92-120 7st-98 DATE ALL K PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. s, IMIRE9: SEPT. 5, 1999 I � 3 + W I L N N Z 0 0 5 N Q v X Q LL 8" O Q3N Q�u ���a J cl J Y 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION c ( CIVIL ENGINEERING AND PLANNING CONSULTANTS o.)-D I66 I A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST DI VISION 13 0 mm \ W o0 a EE TR MATCH EXISTING GRADE (2:1:1 MAX.)MA I REVISIONS: XXXXX m CITY OF AUBURN OF CLEARING 1T 78 BOT-563 =553.0 LOi 77 I PAD=�53.0 yII 1, LANDSLIDE HAZARD AREA 8' —NG SETBACK LINE / \ LOT 65 LANDSUDE HAZARD /AREA PAD=571.5 � LOT 64 PAD=570.2 LOT 66 PAD=571.5 TW-570.5 \ BOT-563.0 LOT 67 PAD=571.5 B0T-563.0 LOT 68 PAD=568.2 LOT 69 PAD=564.2 LOT 70 Tw=560.0 PAD=558.3 BOT=558.0 TW=556.0 LOT 63 PAD=568.4 CK LINE LOT 62 \ PAD=568.5 AT&T SITE E SHEET C9 OR NOTES z SCALE: 1" = 40' rl 4J O 20 40 80 LEGEND LIMITS OF CLEARING ayrll•rr NOUN • •1.11.1• LOT LINE CENTERLINE— PAD ELEVATION PAD=551.0 PROPOSED CONTOUR 552 EXSTING CONTOUR 550 ROCKERY FUTURE PAVEMENT LANDSLIDE HAZARD AREA KEY MAP THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-132, 00 92-120 q 4S NAME r V I DATE ALL WORK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT uuann('.0 AT 79H-3758_ o PACIFIC ENGINEERING DESIGN INC. o TE�` �? ONAL E4'Il•9$ SEPT. 5. 1999 aZ ag c� Ln m I LL O n n I M 0 0 z z 0 a 0 co 00 rn Iv G V) 0 0 Ln Y K R I.J w 0 0 z Q 0 95-99 PROJECT NO, D DRAWNBY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION cz, CIVIL ENGINEERING AND PLANNING CONSULTANTS of D IG6 I II TW-544.0 TW=515.0 I LOT 61\ PAD-568.� REASIONS: xxxxx LO �D=TS A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST N m m Di VISION 3 <o s� \ CITY OF AUBURN TW_500.5 '. • • • • • LOT 37 •T 38 \ • . :• r • . �U .N;� : •T W5.0 LOT 44/ PAD=507.5`A • fl LOT 41 • , LOT 42 • •T 50'Ile PA • • w +. �y � � is 'k" • ! " rw - BUFFER LINE t LOT 51far;.::, ,' • • MATCHUNE SEE SHEETS CIO FOR CONTRATION 2' BUILDING SETBACKI BUFFEFL1011RE36 ' PAD=504.0 8' BUILDING SETBACK LINE I / LOT 35 PAD=504.0 LOT 34 PAD=506.0 LOT 33 PAD=508.0 o PACIFIC ENGINEERING DESIGN INC. o SCALE: 1" = 40' rl 4U 0 20 40 80 —I--III LEGEND LIMITS OF CLEARING r�rr �IYrI• /IYIYW LOT LINE - ---- CENTERLINE - PAD ELEVATION PAD=551.0 PROPOSED CONTOUR 552 EXSTING CONTOUR - 550 ROCKERY FUTURE PAVEMENT#i' i LANDSLIDE HAZARD AREA THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90�AND 9 . 2-120 ����Q�/�j�� ATE ALL WORK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-375& 0 CIVIL ENGINEERING ANC PLANNING CONSULTANTS 2 ag �a c1t� / R; V W /Nq VJ I Qv N Z N n 0 I 5 a 0 x Q a� o a�( Q3N Q dJ N>LJ J WW Nmo Y J n rn n I M Q V_ O n n I M a 0 w z 0 a 00 00 ro m 3 QJ W rn 0 0 M w H N H Q a cy w 0 0 z 0 95-99 PROJECT NO. D DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION REVISIONS: %X%XX A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST SCALE: 1T=40' 40 0 20 40 60 LEGEND LIMITS OF CLEARING •1.1�� fI1WW/ LOT LINE CENTERLINE - PAD ELEVATION PAD=551.0 PROPOSED CONTOUR 552 EXSTING CONTOUR 550 ROCKERY FUTURE PAVEMENT LANDSLIDE HAZARD AREA KEY MAP THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-132, ND 92- 20 NAME DATE ALL WORK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 798-3756. o PACIFIC ENGINEERING DESIGN Q M 3 + N U W a Q IL v N N Z 0 n 0 co X Q LL '0 0 W ZW� � Q3N g �Wa N�Lu lo �zI WWJ F Nmd 019MO PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION c 91 I 3 K V) CIVIL ENGINEERING AND PLANNING CONSULTANTS r� r 6 ■ REVISIONS: XXXX% A PORTION OF THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST 1 n M SCALE: 1" = 40' 40 0 20 40 ao LEGEND LIMITS OF CLEARING LOT LINE CENTERLINE PAD ELEVATIO', PROPOSED CO,4Tr.JR EXSTING CONTOUR ROCKERY FUTURE PAVEMENT LANDSLIDE HAZARD AREA KEY MAP PAD=551.0 — 552 — 550 THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13"ND2- NA�DATE ALL WTHE PIERCE „ 0, ,1 Y RIGHT OF WAYS REQUIRES A PERMIT Fr.nA THE PUBLIC WORKS DEPARTMENT. FO'. r,tRCE COUNTY INSPECTION PLEASE CC.4TACT SCOTT MURDOCK AT 798-3756. 4$ G Z °g n II iI m II III ; X + � W N m W I NM Q Io n LL w z N 0 0 N a Z N 0 0 m 00 m IN 3 O X w L N VJ '4S 0 M W IISI H Q3N N Z �Wa J FJZ Y W cqJW�o Y NOId 0 W 0 z Q 0 M 95-99 PROJECT NO. L)P DP NN P 3 13-98 I) ISSUE DATE 6-11-98 SHEET REVISION CID NG DESIGN INC. c =-� CIVIL ENOINEERING AND© PACIFIC ENGINEERING PLANNING CONSULTANTS 8" DEPTH OF 4"-6" DIAMETER QUARRY SPALLS. ROCK CONSTRUCTION ENTRANCE N. T. S. 6 ewe TOP OF BERM ELEVATION FEMERGENCY SPILLWAY ELEVATION III —III 0.5, DESIGN WATER SURFACE ELEVATION yil—I �I—I�IIILL1— 1 2' SETTUNG DEPTH (TYP) 1 IlI TOP OF SEDIMENT STORAGE H L I =1 I-1— T� 3' SEDIMENT STORAGE TYPICAL T.E.S.C. POND SECTION N.T.S. 10' TOP OF BERM 3 3 III—i I I A� 1 B" ir//C 6"- 2" TO 4" OUARRY SPALLS SPILLWAY ELEVATION PER PLANS EMERGENCY SPILLWAY N. T. S. POND ELEMENT POND Al POND A2 OA TOP OF BERM ELEV 505.0 543.5 OB TOP OF STANDPIPE 504.0 542.5 C DESIGN STORM ELEV 502.4 540.5 OD OUTFALL PIPE INV ELEV 429.5 536.5 OE POND BOTTOM ELEV 49&5 536.5 F ORIFICE ELEV 498.0 536.0 © ORIFICE DIAMETER 5.29" 5.13, NO BOTTOM OF STANDPIPE ELEV 496.5 534.5 JO RISER DIAMETER 12" 12" OK OUTFALL DIAMETER 12" 12" FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WARE MIRAFI 70OX OR EQUAL. RINGS TO ATTACH 2" X 2" BY 14 GA. WELDED FILTER FABRIC TO WIRE FENCE OR EQUAL. pp WIRE FENCING. 'L PROVIDE 3/4"-1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER -' FABRIC FENCE ON THE SURFACE MIN. I I 1" b i -Nr �l�•L .IfR L` li'T �' �',J 1r4I—lye —J r\. 4,: 4: r Y,iIAIX s'' ,!•�>,d' 4'i i:�� ' IR 1 —).) — t( ll 11� l II=TI III.1—il�,i�I--rI�L- Tjjl_ _li`71T w.nuII II � `_IF� Or mLl STEEL FENCE POSTS BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12" 4' O.C. (TYP.) TRENCH. 6' MAX. ELEVATION SECTION SILT FENCE FABRIC FENCE N.T.S. 11' MIN 18" THICKNESS OUARRY SPALL LAYER SECTION A —A TOP OF BERM DIVIDING POND INTO TWO CELLS (ELEVATION IS V BELOW DESIGN WATER ELEVATION) 1%" TO 4" WASHED R= CORE r POND BOTTOM FILTER BERM DETAIL N.T.S. TYPICAL T.E.S.C. POND DISCHARGE CONTROL STRUCTURE N.T.S. BOTTOM OF POND A W MIN/32' MAX FILTER FENCE BAFFLE 6' MN .00 -i I 1 1/2" WASHED ROCK I GRAVEL CONE n INVERT ELEVATION WATER TIGHT SEAL TEE WTH RUBBER GASKET JOINTS RUBBER GASKET PLUG W/ — ORIFICE AS REWIRED yy k _ 2-- DOWN SLOPE V—DITCH EXISTING GRADE T1fii7.. � - 2 ti �T CROSS SLOPE V—DITCH 4' INTERCEPTOR V-DITCH N.T.S. EXCAVATED SOILS 1. ROCK CHECK DAMS SHALL BE 2" TO B" FACE, SOUND QUARRY ROCK. 2. ROCK CHECK DAMS SHALL BE 1'-0" HIGH IN THE 5, Ll L CENTER & A MIN. OF 6" HIGHER ON THE SIDES. 5, I I 3. CHECK DAMS SHALL BE TOED IN AT THE BASE r.;-.....- �.. Z rJ• A MIN. OF 6" TO PREVENT EROSION. 4. CHECK DAMS SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE ROCK IS FIRMLY PLACED \ WITH A MINIMUM OF SPACE BETWEEN STONES. 5. THE FACES OF THE DAMS SHALL BE SMOOTH WITH NO ROCKS PROTRUDING MORE THAN 2". ELEVATION TQP OF V-DITCH TOP OF SHOULDER 5' TO 8' SPILLWAY .5' BOTTOM OF SPILLWAY ..._ -.--- EROSION PROTECTION APRON (PLACE DOWNSTREAM) � . I SECTION t" DIA. HOLES, 10" O.C., LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE. (40 HOLES MN9AUM) 1.D0' (MN.) 46" CIA. CMP STANDPIPE, OPEN TOP, CLOSED BOTTOM. ENCASED IN CONCRETE. 0.5' MN. B I`d�rj o 1.0' MN. — C O • 2, RISER (J) —� ROCK CHECK DAMS 0 op • 0 b ° ;° o oe . _ E F—I III —I 11=1 I I —I III-- I FILTER FENCE BAFFLE TO N SURROUND STANDPIPE. BURY BOTTOM OF FABRIC PER DTL. �111 1 :11 IMP —1 8" CONC. BASE COMPACTED GRAVEL BASE CONTROL STRUCTURE N. T. S. N.T.S. THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-13 AND 92-1 �A-48 NAMErV 4 DATE ALL WORK PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 591-3756. PACIFIC E NOINEERINO LESION INC. o ew•lees SEPT. 5, 1999 b Ci 3 (CIO I^ � LL Z n 0 m a $ IN IL I X 0 V 0 fA z$01 z Q g'a� Q; j �Wv Y Nw W J Nma J 95-99 PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION cil r Li m m co G, 3 w U) CIVIL ENOINEERING AND PLANNING CONSULTANTS DaD t6G L&� 6 BARRICADE NOTES: WIDTH OF RAIL 8• MIN. 12 MAX. LENGTH OF RAIL 4' MIN. HEIGHT 5' MIN. TYPE OF FRAME PDST OR SKIDS FLEXIBILITY ESSENTIALLY PERMANENT ci BOLTS: 2 PER JOINT 1/2•X 3• LAG SCREWSRDS: GALV. � PMOR OR 12•X 1 `— POSTS: 4•X 6• MIN. PRESSURE TREATED OR CEDAR PAINTED WHITE. SANDBAGS FOR ADDED STABIUTY TYPE III TEMPORARY BARRICADE NOT TO SCALE MAy-20-90 00:36 AES1 Kirk Tantl 4250275424 P.03 ROCKERY DETAIL (CUT SECTION) (NOT TO SCALE) LNo�re.a�+rq. Ir�uem0 w - ar 1 r IINIn) ,� pa> llMn.l., .":g� 1 DID o.o I d Yro p^0--- Mln. 1 fn„t .ra. Jvn ul t.a' Swot. N.ipnl.yNI..gaY.nt w rm:auy tmud07 ao b i� 0 n a al..,•Lr vunve pr Ml: met, 12 menu , . I' , P�pm min I' Swm, ,yrdi.wrled e.a ----- M:n. 1' Shin. .•rl rigid PVC qaa: .ae net. i oe.. I% c.n4neY..1... fP wrwl. NOTES: 1. Rockeries higher then 5' shall be constructed of rocks of graduared stzas from S-mgo to '-man from bottom to top. Rnckeries Of 5' or lover Shell be constructed of 3-tam to 2-man from bottom to top. 2. Inspection of subgrade, placement of base course and drainage, and fiorshed rockery by geoteehnical engineer is required. 3. Rock shall be sound and have a minimum, density of lbJ pounds per ctble foot. 4. The long dimension of all racks shall be placed perpendicular to the wall. Each rock should bear on two rocks in the tier below. 5. Rockeries are ernsion-control structures, not retaining walls. Natural material most be stable and frao-standing in cut face. Maximum height of 7 feet for rockeries facing fill 3011.3. Kock I.B. 1 man 100-3(1) 2 man 300-600 3 man 800-1500 c man 1500-;200 5 tun 200-4000 ROCKERY DETAIL THD ��ISCIENA IRITH FIGURE 1 BCIENCHOI ING 11mommA I May 1. REMSIONS: STRIPE NOTES: ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTORIZED SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. WIDTH 6" EXCEPT 4" IF RAILS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD, SEE SEC. 5.07 AND MUTCD SEC.6C-8 M EXISTING GRADE KEY EXISTING GRADE WITH 20' WIDE BENCHES FOR ALL F9LS (TYP) PROPOSED GRADE KEYS N.T.S. GEOGRID—ROCKERY DETAIL (NOT TO SCALE) SlrwctwN FM C.«eaet.d to SS% .f ASTRN 0-1557 � 1• IML � _.._ I Yaaa' Its d a s •i0 • �- 4-3Yew Reekr e0da „e tia.0114) Is' Ma.. /O --T Oa� 1.5- Tyy. -- 4 Mae Mahe O O Re, lh,di.tweed SeY e, SVuetw d fM 4' Diastole, Peltseat" Movie PVC Pipe «IM r Cost, 2" S.ddlns of 1- W.as.d Rasa. MM. 1% Ct su twoma Sh". I. O.M.I. NOTES I Rockeries higher [hero 5' shall be Constructed of racks of graduated sizes from 5- man to 2-nun limn blatno! to top Ruckcries of S' or lower shall be cLiL trusted Of i-ITkI❑ to 2-man foi nl botionl to top Inspection of subgrade, geugrid. ;taiclural (tll, placement of base course and drainage, and finished rockery by geoicchoicnl engineer is required Rack shall be pound and have it mimminn density of 161) pounds per cubic fool. 4 The Inng dmlcniiou of ill locks shall be pl❑ced perpendicular to the wall Each rock should bear on n.0 rucks In the tier belu%. ROCK LB. I Maw 100-100 2 Ws 200-4" z Man 500-1600 41Ne t000•S " a Mae gzee-adlM AOSOCIATIeD TH FIGURE 2 �SCIUNCES, INC I(0110040A I MAY Is" THESE PLANS MEET THE MINIMUM REQUIREMENTS OF PIERCE COUNTY ORDINANCE NUMBERS 90-131 AND 92-12 NAMEPVf it DATE ALL WOd PERFORMED IN THE PIERCE COUNTY RIGHT OF WAYS REQUIRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT. FOR PIERCE COUNTY INSPECTION PLEASE CONTACT SCOTT MURDOCK AT 591-3756. o PACIFIC ENGINEERING DESIGN INC. o 0 OD 00 In 3 W N M=R' PROJECT NO. DB DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION CIVIL ENGINEERING AND PLANNING CONSULTANTS oz D 1641 RENSIONS p , 5nz, A.. '40 o PACIFIC ENGINEERING DESIGN INC. o W IQ 0 N 3 Ill 8 co (L N 0 co m0 W W -0 Q Z Z3 Lj � Nm 95-99 PROJECT NO. D8 DRAWN BY 3-13-98 ISSUE DATE 6-11-98 SHEET REVISION U) n rn n I a 00 ro uo rn 3 W CIVIL ENGINEERING AND PLANNING CONSULTANTS C o.-,x p i661