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HomeMy WebLinkAbout04D1743PROJECT NOTES OWNER MCKESSON WATER PRODUCTS COMPANY 401 LUND ROAD. AUBURN, WA 98001 CONTACT: RANDY TAKATA (206) 730-9432 CODE NOTES ZONING M1 LOT SIZE LOT 4 5.5 ACRESI LOT SIZE LOT 3 3.4 ACRES± WAREHOUSE/MANUFACTURING/OFFICE BUILDING: OCCUPANCY B, F1, S1 TYPE OF CONSTRUCTION III N, SPRINKLERED BUILDING SIZE: WAREHOUSE 20,516 SF MANUFACTURING 27,898 SF 1ST FLOOR OFFICE 3,260 SF 2ND FLOOR OFFICE 2,984 SF 54.658 SF ALLOWABLE BUILDING AREA: BASIC 12,000 SF SETBACK INCREASE x1.625 (2.5% x (45-20)=62.5%) 19,500 SF SPRINKLER INCREASE x 3 58,500 SF SETBACKS: NORTH 45 FT. SOUTH 190 FT. EAST 109 FT. WEST 25 FT. SHOP BUILDING: OCCUPANCY H4 TYPE OF CONSTRUCTION III N BUILDING SIZE 9,600 SF ALLOWABLE BUILDING AREA: BASIC 7,500 SF SETBACK INCREASE x1.5 (50% MAX.) 11,250 SF SETBACKS: NORTH 185 FT. SOUTH 20 FT. EAST 403 FT. WEST 25 FT. PARKING: REQUIRED 54 SPACES PROVIDED 55 SPACES LEGEND DESCRIPTION NEW EXISTING STORM SEWER D — — D — — SANITARY SEWER S — — S — — WATER — W W — — AC PAVING CONCRETE GRAVEL DETENTION POND IL _ _ _ J LANDSCAPING SPOT ELEVATIONS X- ++++ CONTOURS 50 --- 50 --- FOUND CASE MON nr STORM MANHOLE 0 STORM CATCHBASIN ■ 0 SANITARY SEWER MANHOLE , 0 WATER VALVE ►� �a FIRE HYDRANT TELEPHONE MANHOLE TO ELECTRIC VAULT R STREET LIGHT U TL TY POLE -O- A PORTION OF THE SW 1/4, SEC. 13, T 21 Vis R 4 El WM. AUBURN, WA. ABBREVIATIONS BLC - BUILDING CORNER B.O.W. - BOTTOM OF WALL C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FHY - FIRE HYDRANT FL - FLANGE JOINT H/C - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET L/S - LANDSCAPING MH - MANHOLE MJ - MECHANICAL JOINT OVHD - OVERHEAD PL - PROPERTY LINE R - RADIUS R/W - RIGHT-OF-WAY S - SANITARY SEWER SQ FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB T.O.W - TOP OF WALL TP - TEST PIT U.N.O - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST LEGAL DESCRIPTION PRIOR TO LOT LINE RWOVAL: LOT 3 OF SHORT PLAT NO. 5-85, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8507170422; TOGETHER WITH THAT PORTION OF LOT 2 OF SAID SHORT PLAT LYING EASTERLY OF THE EASTERLY LINE OF THAT MUNICIPALITY OF METROPOLITAN SEATTLE EASEMENT AS RECORDED UNDER KING COUNTY RECORDING NO. 8301120645; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS DELINEATED ON THE FACE OF SAID SHORT PLAT; (ALSO KNOWN AS LOT B, CITY OF AUBURN LOT LINE ADJUSTMENT NO. 0015-89 RECORDED UNDER KING COUNTY RECORDING NO. 8905090799); SITUATED IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. - 132104-9101 LOT 4 OF SHORT PLAT NO. 5-85, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8507170422; TOGETHER WITH THAT PORTION OF VACATED LUND ROAD (72ND AVENUE SOUTH) ADJOINING, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, UNDER CITY OF AUBURN VACATION ORDINANCE NO. 4159, AND RECORDED UNDER KING COUNTY RECORDING NO. 8611200673; SITUATED IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. - 132104-9102 AFTER LOT LINE REMOVAL: LOT 4 OF CITY OF AUBURN SHORT PLAT NUMBER SP-5-85 AS FILED UNDER KING COUNTY RECORDING NUMBER 8507170422; TOGETHER WITH THAT PORION OF LUND ROAD ADJOINING WHICH WAS VACATED BY ORDINANCE NO. 4159; EXCEPT ANY PORTION THEREOF DEDICATED FOR LUND ROAD; TOGETHER WITH LOT B OF CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0015-89 AS FILED UNDER KING COUNTY RECORDING NUMBER 8905090799; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 4; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT B, S 86-1234" W, 287.66' TO THE SOUTHWESTERLY CORNER THEREOF; THENCE ALONG THE WESTERLY LINE THEREOF, N 00°39'55" W, 506.90' TO THE NORTHWESTERLY CORNER THEREOF; THENCE ALONG THE NORTHERLY LINE THEREOF, S 87'57'37" E, 309.97' TO THE NORTHEASTERLY CORNER OF SAID LOT B; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 4, S 87°57'37" E, 500.00' TO THE WESTERLY MARGIN OF LUND ROAD; THENCE ALONG SAID WESTERLY MARGIN, S 00°35'36" E, 50.67' TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY MARGIN SOUTHERLY ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 45', THE RADIUS POINT OF WHICH BEARS S 42°24'35" E, THROUGH A CENTRAL ANGLE OF 138°11'01" TO THE SOUTHERLY EXTENSION OF THE EXISTING CENTERLINE OF LUND ROAD; THENCE ALONG SAID SOUTHERLY EXTENSION, S 00°35'36" E, 293.13' TO THE NORTHERLY MARGIN OF SR18 (AKA PRIMARY STATE HIGHWAY 2); THENCE ALONG SAID NORTHERLY MARGIN, S 83-13'22" W, 9.91% THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, S 86°12'34" W, 20.18' TO THE SOUTFI EASTERLY CORNER OF SAID LOT 4; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 4, BEING COINCIDENT WITH THE SAID NORTHERLY MARGIN, S 86°12'34" W, 522.08' TO THE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF DEDICATED FOR LUND ROAD. CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 5. INSTALL TEMPORARY FILTER FABRIC FENCE AND UNDER CB GRATES AS SHOWN ON PLANS. 6. BEGIN AND COMPLETE DEMOLITION. 7. CLEAR AND GRADE SITE AND AMEND TESC FACILITIES AS REQUIRED. 8. CONSTRUCT UTILITIES, AND STORM FACILITIES. 9. PAVE SITE AS SHOWN ON PLAN. 10. HYDROSEED ALL LANDSCAPED AREAS UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 11. MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. 12. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN OFFICIAL. 13. ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE LIMITED TO 15 DAYS. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING 10 THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RY. ST NE VICINITY MAP N.T.S. DATUM CITY OF AUBURN BM 27-Y © W. MAIN & WESTERN 1 1 /2"0 I.P. @ P.C. 100' E. OF INTERSECTION ELEV. 66.32 SHEET INDEX CP1 COVER SHEET CP2 SITE PLAN CP3 TESC PLAN CP4 STORM AND GRADING PLAN CP5 SECTIONS AND DETAILS CP6 SECTIONS AND DETAILS GENERAL PLAN NOTES- 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800--424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. i1TLE/POSITION: "ONFIRMED BY CITY: DATE: DATE: PROJECT REF: GRA0003-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By - Date Approved: 4 law 11 4E r- 00 Lo + 0 �• ✓ � N s or I z 0 3 > 7 a ao V) o w � w V' z z z w T v 3 .2 T J ' V z o U D cc� 0 m ry 0 (F— cr_ C) LiJ 0 F-- Q Q 0 �z z> o 0 <C o U) D_ V) LLJ Ld F- U o m � W W Z c� W 0 U Ui Li W w Ln Y Y C) W C�) U z z U7 J J 0 z o CL i? W W z z a o Lli DATE 12/16/97 DRAWN T.O. CHECKED L. S.K JOB NO. 97076 SHEET NO. c P 1 A Z o/:� 6 SITE PLAN ►14 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION , SEDIMENTATION AND EROSION CONTROL. FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM T�"� REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY OF AUBURN. 3. THE TEMPORARY EROS1 CONTROL FACILITIES, ELUDING ALL PERIMETER CONTROLS, SHAD. REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 4. THE CONTACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SWEEPING OF PUBLIC STREETS WHICH MAY BECOME SOILED AS PART OF CONSTRUCTION OR HAULING ACTIVITIES. THESE ACTIONS SHALL BE GOVERNED AS DIRECTED BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-BW-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY: OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U71UTIES AS 11TL SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CON TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RECW DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS, DATE: BY CITY: DATE: PROJECT REF: GRA0003-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS ✓°— '►' \ Approved By. �; Date Approved: 6d 2 of S f'�+, a W 7 JW F-- F— W W S N 0 ter, 1 z w V z 0 D 0 0 z Ctf p0 ry I� W I [��+�Z V V / I- V) W n T T T I t 111 J DATE t /21 /98 DRAWN T.O. CHECKED L.S.K. JOB NO. 97076 SHEET NO. c y©17ti3 T. E "=30' =.S.0 & DEMOLITION PLAN, UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POIHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL. LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RECORD MAIM Mw CA'M! CONTRACTOR'S CONSTRUCTION RIEWRDS. BY..DATE: T1TLE/IITtON: CONFIRMED BY CITY: DATE: A = 138' 11'01" R = 45.00' L = 108.53' PROJECT REF: GRA0003-98 THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS G/Zsl9a Approved By. m .- Date Approved: `Y V O O W W = S U U Z Z U) Q Q -i J O o W W N 5 0 W W w Cl-a_ Z Z O O W W ct� 0:� �91l_ � I DATE 1 /21 /98 DRAWN CHECKED L.S.K. JOB NO. 97076 SHEET NO. CP3 Lt D 7 PROTECT EX. CB'S PER CITY OF AUBURN STD DTL DEV-8 REROUTE 105' NEW 6" PVC 1 % MIN. Eh. CB RI�f�1-�C8 LY ' D Rli 7 f C`, 5, `t „ SAN. SEWER. CONN. TO EX. STUB f..;` IF 6280 N 87' 57' 37" W 309.97' N 87' 57 37 W 500.00' It ) SAWCUT LIM REPAIR IN KIN - - 20'- 1/2" HDPE PROTECT EX. CB'S PER CITY OF AUBURN STD DTL DEV-8 C) cy 0 1` ' ♦ ' -, � _-- __. ._ _ _ _ L- �,, PUBLIC 10, EXIST. FIRE HYDRANT �c 8 - - - - - - � - - - - - - BATCH -EX. PA�IEMENT- _._` 5 0 _ .- -- --- -- - --- ----. EXIST. WATER METER HDP 60' ING) `'�� CASEMENT a ®0. � ; -} 1 , i Gi _ �5A - - - - - - - - - - -.- ... - - -- - - - - - - - - RIBM1.5 P E 11 EX. PUBLIC WATERLINE EX. 30 EASEMENT FOR ACCESS & UTILITIES I € - EASEMENT REC. NO, 9404271527 71.5 T,j.. 45' 12' HDPP ® 4. o CB 1 TYPE 1 ���� c � �� � 22' 8" HDPP @ 0.5% .. RIM 0 78 .. .. „ IE 68.63 t 5 I `4a2O' .5% PERLE 4 x4 OF 4' -8 I RIPRAP, TYP. 5 6 CP5 MAX. 5 I o ��, I EXISTING CP6 CP6 �©, j I 64 7CS • 71.5 100' NEW ROOF EM RNr1 l2 71.5 7.45 �.� _ BUILDING i PAY G DRAIN ® 1.0% MIN. _ _ --- SEE IDTL. 8/CP6 GRAVEL FF = 74.75 PROVIDE 4' CHAIN LINK I 10' 1 HDPP ®1.0% J-i SAFETY FENCE ALONG ROCKERY 7 POND 12CPCS 6 'OLLUME RM 7402 1 -- _ CO CB 6 OVERFLO ` 1� SEE DTL. 7/CP5 _�, I 71�V3 1. t� 19 RIME70.38LOCATIONIE 64.95 CB #2 TYP----- -- RIM 70.57 4 IE 68.40 i-._�1 f- - o /e EX. WATER 71.0 o i I j _.� -' METER I I RIDGE.<<,o o 0 0 0 71.25 x -- __. -- _..... , -3 - .- ._.__ ° __ _.._. _. _ - _. m.... EX.CQ D - _ _ r... I �° . I 00 71.0 �' ' -P01# /� _l �o i POND 6°� POND 7°'� POND 8 �r - S`�� { RI'tid 71 54 I r I i IVOL VOIdNi VOLIIM VOLUME i t' , _y o ; 'E 65.53 ;a 12-N) i PROTECT NEW CB. I},��% f 263 CF. 6,,. PV; �, 0 ; ' 227 CF. i __ __8 _ ''''C ` =0,4% 179 CF... , I Ifi 65.58 (1 ?"SW) 155 D _. _ _ . _ _._ {� ..__ I,.._. __.. _._ .._ ._ _.... .--.._.. -- .. 1 D - .. - 3 1 _ .. - = - - PER CITY OF AUBURN i -_ ..._ I _. 1 IE 65.,�D 6"S) STD. DTL. -7, TYP. i / E r i;F{ i F E, l f� RIM /0.1 � 1 ?lA! /t1 4Ea ' �` RIM .70.2„ � � � J � 1 r I CB #3 TYPE 1 ,._, t66.55 6 fi RIM 70.07 3T I I ._� 11 67t 8„E` I hv.' ( r. , I l GRAVEL I- 1 �'t1v1 70 1 Y - �t„�) 6 ,.�' '(�s aVl 1L 6h 60 8 W' t I f' ;; IE 68.17 i i , �n I Ir 6 .? t- - - e N 1 [ 6 ter. ( 1 _ _.._.. ._ . _ _.._ PON aI �' � I EX FIRE I � I � I , ( VOL: era � ,. �� ��`' �� I �15f_ EXIST. POND HYDRANT co 20 Cf� 1 113 NEW 15' PUBLIC 00 ( I F,M z EX. PUB WATERLINE a o +i i M 1� EASEMENT �, o RIDGE o UTILITY ���� �o� o �. �o. } I ��. , �_ b� e1 = w 71.0 ® 00 j tF: 66.2 (8"NWT co I i FiE� NO 8810100659 ._ _ _ - _ _ - - _ - �- - - - - - ___ L__l_ c { ! f �- Ln F � CROSSING -- aE WATERIE= 68-0 _ -- --- ---- -- _ _ _ - _POND 4 . -- - I - - - - .----- - - - - - - - - - a- - - -- -- - - -} - - �� t CROSSING SAW F. B u ' 1 ©• ��. o, �, ----- f,, f3 VOLUME - F B CB 4 TYPE 1: __ . __. _ # SS IE 66.02 RIM '0.1! T = \ t?t! ` - 500 CF. RIM 70.0711 , RIM 70.07 I STORM IE 67.17 IE 1.59 ,8"l kl l ��)(;'', ,I }� # s, ur J( ", I �' Ir E6.F0 '1?„N) ; -'` POND III, 3 IE 6 1; o E IE 1� tVOL IE 67.33 37' 1 T8`-$ E F fi0 s - �.3j._ _ 1 . 11C'1 n F` t; - 1F �6' i,.. VJ} t . °" 6I .,� �d„`F;,_ 8 } / s= .4` IL ({"') 56 CF i� ti i POND 3 _D � rr f 1 �� � t • -��, i POND 2 j I to I NEW 6 HIGH CHAINLINK) E;Cd s' _ I I N i NEW 30' DOUBLE SWING NEW 15 PUBLIC WATERL ` , it i 1 VOLUME I VOLUME i I= "IFENCE 1 CHAINLINK GATE EASEMENT + -t� MATCH EX. PAVEMENT NEW 30' DOUBLE SWING 441 CF. I 457 CF. � 1 � Nib,, 0� k I 11 1!' CHAIN GATE f EOGE EX. NG _ZE LIkK - -- - -IF j PONDING ELEV IE: 6(�.f"�a PAVI CPS r 1 - �� 71.0 �o. �q PA1�iG N POND 1 ' 70.57 TYP. <r ( ) i o I VOLUME NEW 6' HIGH CHAINLINK FE E EX, FIRE z # , 710 CFI ' o a r 1 HYDRANT .� NEW 12 DOUBLE SWING a oeh acj i . o _. _. - S._. - - -- CHAINLINK GATE o OUTLET°. cJ l 71.57 IE 67.07 i ll v !� 0 18 POND 1 _ �o NEW DETENTION POND voLUM 4 I BOTTOM ELEV. 67.07 °. r 84 CF. ° ' __ ! TYP. 25' MAX. WS. ELEV = 70.57 I 1, 1 j TOP ELEV. = 71.57 i I 2 71.57 HIGH GROUNDWATER ELEV = 66.0 I I CP6 S= 12.0%12'E CB. p .._ CP'Qt _ P..5.�_.: - HYDROSEED EXISTING 67.07 GRAVEL ACCESS SLOPES & BERM t }5 (8„ r I� GRAVEL � PAD S = 0.0% I MAINTENANCE SHOP 6' - i f 71.57 � I I FF = 71.75 NEW 6' HIGH CHAINLINK FENCE AROUND STORM FACILITY -� \�---- -V r, N 83' 13' 22" E (WHERE EXIST. FENCE I 9.91' • DOES NOT OCCUR) N 86' 12' 34" E - 20.18' I o �� 522.08 1 N 86' 12 34 E CP6 I 12 34 E 287.66 NOTE PARKING LOT PONDING ELEVATIONS FI F;I AND VOLUME ARE FOR 100 YR. 24 HR. STORM STORM AND GRADING PLAN NopTH 4 of to +�.r•.���I�I��I III�1 � III7.1���11��1��1�1�11�1�� _1 u UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UPLITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY. i1TLE/POSITION: "ONFIRMED BY CITY: DATE: DATE: A = 138' 11'01" R = 45.00' L = 108.53' D 0 CD z Q Q F / w w 0CF)0 0CF)0 00o N N U U U W Ld W = 2 S U U U N J J J o CL d. eL a EK er (r w w LA w a a- a 0 0 0 � V) � > > >w w w t w Of Of PROJECT REF: GRA0003-98 DATE 1 /21 /98 THESE PLANS ARE 'APPROVED" FOR DRAMM CONFORMANCE WITH THE CITY OF AUBURN ' ENGINEERING DIVISION'S REQUIREMEN'' CHECKED L.S.K. Approved By. ,��wvr>t.• JOB No. 97076 Date Approved:_ SHEET NO. CP4 k U U U W Ld W = 2 S U U U N J J J o CL d. eL a EK er (r w w LA w a a- a 0 0 0 � V) � > > >w w w t w Of Of PROJECT REF: GRA0003-98 DATE 1 /21 /98 THESE PLANS ARE 'APPROVED" FOR DRAMM CONFORMANCE WITH THE CITY OF AUBURN ' ENGINEERING DIVISION'S REQUIREMEN'' CHECKED L.S.K. Approved By. ,��wvr>t.• JOB No. 97076 Date Approved:_ SHEET NO. CP4 k PROJECT REF: GRA0003-98 DATE 1 /21 /98 THESE PLANS ARE 'APPROVED" FOR DRAMM CONFORMANCE WITH THE CITY OF AUBURN ' ENGINEERING DIVISION'S REQUIREMEN'' CHECKED L.S.K. Approved By. ,��wvr>t.• JOB No. 97076 Date Approved:_ SHEET NO. CP4 k PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE -GENERAL RO KERY NOTES: 1. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF ADJACENT TO VEHICLE AREAS, 5.6 MIN. WIDTH @ 24 VERT., 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN PLACE ROCKERY AND FILL AT SAME TIME. 100 POUNDS SHALL NOT BE USED. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER - TOP OF WALL (T.O.W.) GRADING PER PLAN PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO PER PLAN FREE -DRAINING BACKFILL ROCKS IN THE TIER BELOW. 16 I (2" MAX. SIZE, 40% TO 60% GRAVEL MAX. 5% FINES), MIN. 12" 3. HEIGHT BOTTOM SIZES TOP SIZES - CHOKE COARSE OF 4" -6" 4' MAX. 3-MAN ROCK 2-MAN ROCK GRADE 1 DOWN Q `:`;= QUARRY SPALLS ADJACENT (700#-2000#) (200#-700#) EXTRUDED CONC. CURB (PER PLAN) FROM TOP OF > o s TO ROCKERY 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK SUB -BASE COMPACTION PROCEDURE S 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. 1 /2"- 3" CLASS "B" 1 2" 1 /2 CURB. -NATIVE/FILL STABLE CUT FACE IN MATERIAL (SEE NOTE 6) (1300#-4000#) (200#-1300#) 2. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. A.C. PAVING SLOPE -iIf11I- r �t 71 ; PROVIDE 1'-0" LEVEL BOTTOM OF WALL (B.O.W.) PER PLAN HEIGHT „ MIN. 6 DIA. SLOTTED PIPE; MIN. 0.5% CONTINUOUS SLOPE 4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING 306b), DN. AREA WHERE GRADE - , `;% 3 TO OUTLET; SURROUND WITH MONITORING BY SPECIAL INSPECTOR (UBC 3. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 'A' - - - - SLOPES DOWNWARD OUTSIDE �. OF PAVING y ►IH a�,� ��; ;� f �; ,% 1" MINUS ROCK, 6" MIN. COVER OVER „ WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE 12 INCHES. FILL THE EXCAVATION WITH CLASS GRAVEL as a� �04 noao_ �o u6o�a$ _ `' '"yi�,� % PIPE; 2 MIN. ROCK UNDER PIPE AND DRAINAGE, AND FINISHED ROCKERY. (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. _ �ooao ne (ROCK SOFT SPOTS TO VERIFY A MNUS THE FILLED INIMUM CBR OF 10. i$ I I�i i ii! �� I� �,I I L, �,f i �� �- CRUSHHED 5. GUARDRAIL/FENCE (IF ANY) PER PLANS 4. PROOF -ROLL i (ALTERNATE: 3 ATB) 8„ 6 ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING CURB AND PAVING SECTION N.T.S. CONCRETE SLAB I BROOM FINISH, PROVIDE CONTROL JOINTS AS NECESSARY WALL WHERE OCCURS I 0" MINUS CRUSHED ROCK, LESS THAN 5% FINES, PER PLAN ASPHALT IMPREGNATED MATERIAL COMPACTED TO 95% WHERE WALL OCCURS � #4 @ 18" O.C. AC PAVING I " R. EA. WAY PER PLAN 6" a a 4" G VARIES #4 CONT. j � i ,- i t =_�I17I 4`� ;►L.!. =i II D' 6„ CLASS 'A' GRAVEL, LESS -CONCRETE SHALL HAVE 28-DAY THAN 5% FINES, COMPRESSIVE STRENGTH OF 3000 PSI COMPACTED TO 95% AND 5% AIR ENTRAINMENT SUBGRADE, COMPACTED TO 95% -REINFORCING SHALL BE PER ASTM A-615, GRADE 60 CONCRETE PAVING FENCE BIOSWALE GRASS SEEDMIX CONC, CURB PER DTL. 3/CP5 (ALONG SOUTH SIDE ONLY) (FOR BIOSWALE SLOPES < 1.0%) ROCKERY PER DTL. 2/CP5 20% TUFTED HAIRGRASS (DESCHAMPSIA CAESPITOSA) .25' DESIGN DEPTH DURING 20% AMERICAN SLOUGHGRASS (BECHMANNIA SYZIGACHNE) • 6 M0. 24 HR. STORM 3:1 MAX. 20% WESTERN MANNAGRASS (GLYCERIA SPS) 1' MIN. FREEBOARD BOTH SIDES GRASS BERM 20% REDTOP (AGROSTIS ALBA) FLOW 3:1 HYDROSEED OR SOD 20% FOWL BLUEGRASS (POA PAULUSTRIS) DEPTH EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MIN, GERMINATION. I tI- , -,1� ,k.R-1 1 APPLICATION (PER ACRE ,T 4 MIN. TOPSOIL 2-3 LB. SEED MIX 435 LG. 10-20-20 (N-P-K) NON-PHOSPHEROUS FERTILIZER •75' 11 EROSION CONTROL BLANKET EQUAL) 10500-2,000 LB. WOOD CELLULOSE FIBER MULCH 0.75'� (JUTE NETTING OR APPROVED HYDROSEED OR SOD NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR BIOSWALE GRASS SEEDMIX TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY. BIOSWALE 6 CP5 N.T.S. 4"- 0" MINUS SUB -BASE COMPACTION PROCEDURE CRUSHED ROCK 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE QUARRY SPALLS. GEOFABRIC BETWEEN 2. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. a�. V ®dw 40oao_ NATIVE SOIL AND o S QUARRY SPALLS 3. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST v��� Q = „ 12 INCHES. FILL THE EXCAVATION WITH CLASS A' GRAVEL _ �, 6 OF 2 -4 (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. =I I 1 I- I I =�-� QUARRY SPALLS i F i-iit-� F r--� i► r-f �- 4. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. ACCESS ROAD PAD SECTION N.T.S. S-0" 5'_ 6" WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING IN CUT/FILL FACE. MIN. 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR ROCKERY MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D). 2 CP5 N.T.S. 1 1 /2" DIA. STEEL PIPE GUARDRAIL WHERE "H" EXCEEDS 30" PER UBC SECT. 1006.9 (PAINT ALL METAL PARTS) �I f� 3/4" CHAMFER PAVING PER DTL 4/CP5 24„ 8„ Ilf �j1-1117 -1 �--GRANULAR BACKFILL #4 @ 12 COMPACT TO 95% HORIZ. �- 1 1/2" -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI "A" BARS -REINFORCING SHALL BE PER ASTM A-615, PAVING PER GRADE 60 PLAN 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE "B" BARS NOTE SOIL UNDER FOOTINGS SHALL #4 @ 12" HAVE MIN. BEARING CAPACITY K' CONT. if "r OF 2000 PSF. NOTIFY THE ENGINEER IF OTHER CONDITIONS IVY ARE FOUND. 5 RETAINING WALL 71 CP5 N.T.S. i rfRVVIVL I VLL IIIU 111 Vi INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE N.T.S. "H" "W "T" ::�" BARS "B" BARS 2-0" 6" 4 @ 16" #4 @ 16" 4'-0" 3'-O" 6" #4 @ 16" #4 @ 16" 6'-0" 4'-6" 6" #4 @ 16" #4 @ 16" 8'-0" 4'-6" 8" #4 @ 16" #4 @ 16" PAVING PE COMPACTED SUBGRADE 1�1. •� r 4y M IN N CAST -IN -PLACE CONCRETE CURB x D" CHAMFER TYP. M co M CO �� 77 tf) CV _ ♦ I p ❑a ,o .r i Z o.:, a 3 6" (2) /4 CONT. v - Q U�l - CONCRETE SHALL HAVE 28-DAY ❑r o COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT w N - REINFORCING SHALL BE PER Ill � ASTM A-615, GRADE 60 jj (j Z O o CURB(CAST-IN-PLACE)w CONCRETE N.T.S. Z ; 4 0 J a O z �J � O U Cn LADDER RUNG 24"0 ACCESS NOTES. LID 1. STRUCTURE SHALL BE TYPE II-54"0 MIN. 1 U � 2, PROVIDE AT LEAST ONE 3„x.090 GAGE STAINLESS STEEL ry / m SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO O CONCRETE WALL (MAX 3 -0 VERTICAL SPACING). 12" INLET ry Q 12" OUTLET 3. PIPE SIZES AND CONFIGURATION MAY REQUIRE < E--- [L �-.- A LARGER SIZE STRUCTURE. TOP OF RISER DETAIL N.T.S. OFFSET TOP SLAB rt Q � Z o PIPE SUPPORTS SEE NOTE 2 L 12" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) STAGGERED w („ ORIFICES e� Q 8" INLET z > o 0 Q o u� C PLAN VIEW LIJ V z w FD ROUND SOLID COVER m U MARKED "DRAIN" ADJUSTMENT BRICK RIM 72.2 (4" MIN, 12" MAX) (� INCREASE TOP SLAB & CASTING OPENING SIZE AS NECESSARY e. FOR ACCESS �.-- 100 YR. w 25 YR. WSE=70.57 OVERFLOW _ 10 YR. WSE=70.32 @ 70.57 WSE=70.00 0d O d _ U711 1 U EL 70.33 @ CENTER OF HOLE 2.88"0 ORIFICE 2 YR. C - WSE=69.68 EL 69.70 0 CENTER OF WEIR �- RELEASE RATES _ i x 2_ Sax6.n" WEIRS U n DESIGN STORM Q (CFS) � _< ONE ON EACH SIDE LL1 50% OF 2 YR. .47 10 YR. 1.65 w 25 YR. 2.34 _ 100 YR. 2.90 ``' co Cc 12" OUTLET 12" INLET o <-_A- „ -q- 1n 8 INLET _-� I IE 64.78 E 64.75 A.C. OR G.P.K. w w MANHOLE ADAPTER rn J < z S2 c RUBBER GASKET PLUG �' W/ ORIFICE HOLE 2.73"0 w w w ELEV. 64.28 0 0 in v) w w 6" MIN CS #1 MULTIPLE ORIFICE CONTROL STRUCTURE CP5 N.T.S. ( as UTILITY CONFLICT NODE: RECORD DRAWING CERTIFICATION PROJECT REF: GRA0003-98 DATE 12/16/97 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR DRAWN DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION'S REQUIREMENTS b�is�98 CHECKED L.S.K. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY; DATE: - Approved By; �a-- JOB N0. 97076 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS TITLE/POSITION: - SHEETNO. SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Date Approved: to %?�i�?P3 SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, CONFIRMED BY CITY: DATE: c P 5 THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. E