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Home My WebLink About042-900-0872994, TENA, NT I 1111PR 0 VEMENT CODE ANAL YSIS.o SHELL PRE VIO USLY APPR 0 IED 5UILDINO USE: Offico (B) - Factory (F-1) Retail (M) i1'PE OF OGGUPANG1' TH15 T.I. : M i`r'PE OF GONSTRUGiION: Type II -N ALLOlNA BLE AREA: 12,000 ScL. rt. Ba5ic A l l awabl e ALLOINAE3LE AREA INCREASES: 2 Side Separation 44.5' Min 1 ord ®( 44.50'- 20'x 1.25%/FT = 155% Increase) Max Allowable for 2 Side Separation 50916 Increase MAXIMUM A�: I �,�60 5CL. Ft. Actua l 10 X00 i'haraf®rte 0.. MIX D OGGUPANGY RATIO: + + .2a2 < I Therefore O.< OGGUPANG"' LOAD TH15 SPARGE: NAREHOUSE 1500 S.F. / 100 m 15 OGGUPANi5 < 50, 1 EXIT R C�'D., 2 PROVI LAND I NOS AT EXIT DOORS SHALL GOMPL"r VV FATH OF TRAVEL AND ALL AGGE55151 L I i1' REO'S. HAtND I GASP PARKIN& � PATH OF TRAVEL A FFROVED FOR SMELL Ex tng Hondreop Accc 5pac®5 and Poih oP Trc 5lgnag® - M-cvlou6ly Pyc C )R*AR117" u/ Sl T -E PLAN I11 A.P. N0. 042-0ciO-OUb 5CALE: I" = 20'-0" JAN 16 2003 I IM 234A WEST THIRD STREET' SUITE F C ICO, CA 9 5 9 2 & s ARCHITECTURE + PLANNING 530. 898.8220 FAX 343.6358 Mirror bot +40" Max. Wail Hv rs-1.. 1 i-,.- — 1.1..11 V' NORTH EASE' SOUTH EASE' FLUSH LEVER THIS 4' HIGH FRF WAIN5GOT ALL, AROUND — iL —NEW 3�Q' 6RABBARAGGWALLWALL. M`i� 4' P= lJ®fRE5CEN%� LAVA i/ NEW AGGE551B m TERIGL 1PI1 �I i ADA GOMFLIANT ROOM 5ION WJ RAISED LETTERS 8 BRAILLE I \ UNI®I NN MOUNT a +5'-0' TO G.L. O \ = s j Ci 5H -;::ET �INYL FCOOR W/ b" G!OVE I 11-6 Clear 2'-4" Min. fu\ WG\RAr, IU5 3' X 7' H/G AGGB551BLE \ EXHAU5T FAQ, 5WITGH IV LI5HT5 DOOR 7111t@d Cyp. fa 4all Hung Low %kt"ap {'vQ3� F G d 4 Watt for IYCr prot Existing Handicap Accessible w/ Level Landing ® Freviausly an 3uilding Tell Froject LE\ 00.,ftP ,..I ,; of r„EUNI-5EX 51OL ON DOOR PAGE ..; _ .'a5�# � � 71-211 VERIFY `7 AR G TU�"-� L 0 C-iiif--R IB LE TOILET - �— 0REENH �K SF -7 C I L I NO EXHAUS7 FAN 600 C FX1 IIS VOL75, �C✓A a 2 AX S a TEK Screw at each stud. 5/lb” 7yp "X" Oyp. 5d. each side of 5®5/a" Steel Studs at 24" o.c. Attach w/ I" Typo "S" Screws e5" o.c. at Joints, 12" o.c. field stagger Joints, UL Des U46 Hilt! 1::)NI57DS ® Fowden Activated Fasteners @ 4" o.(f, #a TEK Screw at each stud. �te�l a n 04-5— FurlinS .KCAL 1/2 Steel Studs - 20 HD5 554e> Angeles 'Metals A55 Erarn in( 2-#&7EK to stud $ tc weep Leg Track 221::)LT 55& attac,;h to Rigid Frame w/ #5 Screws at 56" c rambowwormaw,QvIrmw Stool Studs - 20 HHS Angeles Metols Deep leg Track 22D1 i 55a 1,,H 0 UR?, T R E W AF t bffij FT IT, II +12'®6 SEE SITE PLAN - SHEET� ILLB-- R1,110 A CT -A -TIG ,y EXl�tln , Funlin 20 (-SDS 55,5 FIs 9 4'-0" ®.c. 714-lrr--,"-,C,/✓mll-- -- villvwr w/ Level Landing m Previously Approved f -`j 0 UT,,�t�!" L ET i I � I� exist' g �xpase f-R®af "Z" rlins w/ it I ��IO (%, inyl faced Insulation ! an�et .betty l ' en Fu11 of �I ! it 1 I; x r UT,,�it w P —'t� ='It,�ryy��, 1+ti.4�r��1jjj �y.t+ _I a)( 2A N an S -i] j) A^ - •ii w SCALE: 1/4" pm_., -I f A ,SAW 1 e'LF L 4p:�LARRYEDWINWLrL 530.898.8220 r0 r FAX ;�: N l 91 m 4- 3/8" DIA. ALL -THREAD 1" DU HANGER STRA PLENUM FU [ Isom NO SCA UNIT HANGING DETAIL' OUTSIDE AIR CALCULATIONS FU -1 CEC.- 625 x.15 = 95 of UBC -0 625/100 x 15 ® 95 of HVAC NOTES Don Fowler McClelland Air Conditioning, Inc. California Contractor's License Nuoer C-20 345121 =552AI21200EB T"rFIC,AL 30ALE: 1/4" ® P-0 " E FE57F,00M fl�111'- VA (C SCALE: 11.4" = V-0" jpm A ARCHITECTURE + PLANNING 530.898.8220 ffm FAX 343.6358 ° TENANT IMPROVEMENT 2954 HIGHWAY 32 0 BUILDING USE: Office (B) ; Factory (F-1) 4 Storage (S®1) o TYPE OF ®GGUPANC ,"r 7HI5 T.I. : 5-1 0 TYPE OF G®N5TRUGTI®N: Type II -N ALLOWABLE AREA: 12,000 S . Et, - Basic AI lovable ALL®NABLE AREA INGREA5E5: 2 Side 5oparation '71'Min Yard - (-III- 20'x 1.25%/=T o (95.15% Increase) ' Max AI Towable for 2 Side Separation m 50% Increase MAXIMUM ALLONABLE AREA: I5,000 ScL. Et. - Actual = 10,500 Therefor e, O.K. ° r MIXED ®(��UPANr,"r RATIO: 1,500 S.E. 1,500 S.E. 1,500 S.E. Ia,®®® S.E. Ia'000 S.E. Ia,000 S.E. 25 < I OGrUPANG1' LOAD THIS 5PAGE: WAREHOUSE 1,500 S.E. /'500 m 5 OCCUPANTS <50, 1 EXIT REG'D, 2 EXITS PROTIDE z LAN®INOS AT EXIT 0®OR5 SHALL r®MPLi' W/ PATH OF TRAVEL AND ALL AGGE551 ILITI'r REFS. N o' HAND I r,AP PARK l N6 PATH OF TRAVEL APPROVED FOR SWELL , I o° N I ; o°� i I Ii d i it I I I Ii I li`I —� i II I II I 11 I 1 Exl5t/ng Handloop Acce55/ble Parking 5poce5 and Poth oP Travel oris; 5/9noge - Previously ,approved' Steel Roof Panels 5/,5" Typo X" yp. 5d. each side of 6" Steel Studs at 24" O.C. Attach W I Type "S" 5crow5 e'' o.c. of joints, 12" o.c. field staggor joints, UL Dos U4(o5_ Hilt! DNI "105 - PoNclor — \ Activotod �ostonors a 4" o.c�� e T'EK Screw of C06h stud. $.\ =2= --Doop Lop Track Scr6v� fr m above, Roof Sheets Deep Loci Track 5crow to bottom of Frame C — Deep Leg Track Scrow to �1 Frome w/ #5 Self -Tapping Scrow at 6'� o r, Stool Studs Shall bo: 5r-,AFC.0 # 01"005125-50 6" 20 00. 001y. Deep Log Trrock S 28°48'12" W 613.92' TRANSFORMER/ PAD ------------------------------- ® ---------------------------- EXIST. SEPTIC ------------------------------ RELOCATE®EXIST.®HYDRANT A ` UNITE ERT ,INE � U _ '.6'i L / S t� /1 re�rr �i MODERATE-11AZARD MANUFACTUREVG 27 ° ° l� 7-7 RETAIL vrlvv ��'��A pp SELL 54 7��ro�ry AR NOUS t County BuildinOV g Per it # 01 m 13. 3 — 76F -Orr 60 -oar -- 1 RETAM 2%ve6vr ° 27".6" SS ° ° ° ° ° ° ° PP -7 z GRAVEL N0) DRIVEWAY N O°� N ° ° ° ° ° °14T ° ° 11 yr yr RETA.i% rrrr RETAIL BUILDING 10,500 SF 154.55 FF ----- SS -- OFFICE USE FT rr SS �------- SS SS I 1 I II d -ba 9 � 99 I I I � i xis r. �/s M -SS SS �rvv SS SS SS -- LOW -HAZARD MANUFACTUREVG REPAIR WAREHOUS WAREHOUS REPAIR WAREH V4" GARAGE "S,1" GARAGE "S`dr! rrS_Yr "S-3fr EJerr 7 : g 154.55 FF!� �LFAp (��E tt ® t u�l�1 a� ' 'remit # 0 1 AP 042-090-087 ,1 r.0rr B A.2 WAl_ WAY 10' IDE 175141 :' F. �vq flvr WAREHOUSE s ` UNDG VE'OP-VD SHELL r�EO�L �e t 03-0335 TINGES EA \ k\; Y 11 �b B, tte ounty uilo �m 12' WIDE CONCRETE APRON FENCED STORAGE AREA FENCED STORAGE AREA -------------------------- -----,--------- ----- -- - X .F --------------- - – – – – N 28°48'06" E 613.79 t WV �R FREE SETBACK I BLD. 100, LEACN 1 I AP 042-090-088, WELL i 1 � 154 / REV F' PjUr %Yr C(), CA Lir: IDEPi . r fi }'0REG]—F1-'approved i�issubfnitte;d \ i Imo,op c� u f r, , S 3. Dat T _s Z- N 28-48'02"-E 613.72' �' ,fit 1N1N 4"'i :..... 'U11sDING PLAN APPROVAL U;.� !�s: paeKihq Other ` igna µ. p d SITE PLAN ScAL-E: 1" m :20'-0" L 0 0 3 0 N N 0 0 ARCHITECTURE U + PLANNING X30. 898.8220 FAX 3,43.6358 I WAREHOUSE WAREHOUSE DING S ELL 1 �e t 03-0335 FENCED STORAGE AREA FENCED STORAGE AREA -------------------------- -----,--------- ----- -- - X .F --------------- - – – – – N 28°48'06" E 613.79 t WV �R FREE SETBACK I BLD. 100, LEACN 1 I AP 042-090-088, WELL i 1 � 154 / REV F' PjUr %Yr C(), CA Lir: IDEPi . r fi }'0REG]—F1-'approved i�issubfnitte;d \ i Imo,op c� u f r, , S 3. Dat T _s Z- N 28-48'02"-E 613.72' �' ,fit 1N1N 4"'i :..... 'U11sDING PLAN APPROVAL U;.� !�s: paeKihq Other ` igna µ. p d SITE PLAN ScAL-E: 1" m :20'-0" L 0 0 3 0 N N 0 0 ARCHITECTURE U + PLANNING X30. 898.8220 FAX 3,43.6358 I Wall rung Lavatory Nrap Waste Pipe and Hot Nater Feed Por user protection Painted oyp. 3d. No// 50L1_r,;1 BL06KI NO BE7NEEN 3TU05 i EA. ENO IRA BAR -3. — 1-1/2" 1 MAX. &RAO 3AR ! 12 16'-J2" iVE)RIF' '' a u� OF SAS This Toilet Roam walls Shall be otuds N11 F. -ll FilIlass boas all around and will not be Al�r Candltioll a `V -a" MIN. VITRIFY �k�®k 2';4 MIN. NIEN - l.1 x m ACCE ISLE O/L kgATER CLOSET TER GL 5ET/ \ t EPOS OF NATER OL05E H/6 RAVIUS ._ f O � � _ II !�1 �� 551I5L 5HEET VINYL FLOOR LAVA RAY 6" COVE 15A5E/ 1 OREENH C,< F-7 CEILINO EXHAU 7 S=AN 0--7 600 r- M, 115 VOLT , MCA = 2 AMPS 4' HICH FRS' INAIN500T ALL ARi EXHAUIST FAN, 5VdITGH W/ L15HTS Is —`�-MC�15iuf Jv RF-51STANi 0YP. E3D. f ON IN51t E Or TOILET ROOM I a (T UNI—SEX ROOM NAME ON LATOH SIDE OF DOOR W/ BRAILLE a + 5'-0" EXTERIOR METAL 1NALL 51PINO r _ ON DOOR FACE � xi -4; _tin I I Fixtures - Typ. I) II �I i 10 � fr R. WAR EH,-, 0 I � COW am Ic�, to �r x 0-4 r PLAN ,ge. ARTIAL F�-, 1, SEE SITE PLAN F1 t -Ii Ill I I existing 5'x 7' \� ACcessiale 51®®r Suite # above 0a® Existing Handicap Accessible Entrol W L..evel Landing - il," yiously Ap�raved �f� an uliding ell Project 50ALE: 1/.4" v 1-O" 234� EST ma T'TT EET u I = E T' CHICHIQ0, CA 9 5 2 8 o 01 I + PLANNING r i 530. 9 8220 FAX 343®6358 ��,j,, � �� s r i � �;',,I I �� CODE ANAL o SHELL PRE VIO USL Y APPR 0 VEDi BU I LD I N5 USE: Office (B) ; Factory (F®U Storage (5-1) ' TYPE OF ®GGUPANGY THIS T.I. : S®1 r TYPE OF CONSTRUCTION: Type II -N a ALLONA BLE AREA: I2,0005c�. Ft. Basic A l loveable i o ALLOWABLE AREA INGREA:SES: 2 Side Separation '7I' Min Yard - (ii' - 20'x 1.25%/PT 65.15% Increase) r Max A lIowable for 2 Side 5eparotion ® 50% Increase MAXIMUM ALLOWABLE AREA: I a,®0® ScL. rt. - Actual ® 10,500 Therefore O.K. � MIXF_D ®GGUPANGY RATIO: I,500 S.F. 1,5®0 S.F. ®j> 1,5®0 S.F. ®�� 1,500 5.P. � ®�) 5,000 S.P. Ia,000 S.F. 15,000 S.F. 1&,0®0 S.P. Ia,®0® S.P. Ia,®®® S.P. ®GGUPA'<NGY LOAD TMS SPARGE: NAREHOU5F_ 2,545 S.F. / 500 a a ®GGUPAtNT5 <50,1 EXIT O'D, I EXIT PROVIDED ®PPIGE 651 S.P. / 100 i 00GUPANT5 <30,1 EXIT G'D, 2 EXIT5 PROVIDED LAtNDIN05 AT EXIT DOORS SHALL COMPLY lei/ PATH OF TRAVEL AND ALL AGGE5515ILI7Y R ,GS. II II HA';ND I GASP PARK 1 NO 4 PATH OF TRAVEL APPROVED FOR SHELL 0 � I II I I I II I I II I I I I I I I I II I ( II I I I II I I II I I 11 I ISI I ! III I 5/a" Type IX"I yp. Bd. each slide of 6" 5tee 15tuci5 at 24" o.c. attach w/ I" Typo "5" 5crew5 a" o.c. at joints, 1211 d.c. field stagger joints, UL Des 0465 Hilti DN15ID5 - Rowcler Activated Fo5teners @ 45" o.c e> TE'< 5rrcv4___\ at each etud. F51, MINNA 1l'" Ij I I I 4 II II, I � I I I I Iw I ' I I� I I ' I I " i I I I I i I I I I �I I I I �xlstfmq Hondleop Accessible Faulting I I r5p cacer, crud Path of Travel an gomo6se - Flrevlou.,*:�ly Approved I ( Steel Roof Ponels I I I I I Purling i I I _ I Dee Le Track 5cr w fr rn above Roof Sheets _ Deep Lech Track Screw to cottom of Frame I I Deep Leo Track Straw to Frome w/ #5 Self -Tapping Screw at 56'x' o C. j `s Steel Studs Shall be: SGA FF ,'O # 125 1 &" 20 6a. Daly. Deep Leg Traci 0 �W TRANSFORMER/ PAD EXIST, WELLS EXIST. BUILDING S/W S 26°46'12" W 613.92' ---------------------------- EXIST. SEPTIC S/W Full MINN "m ra EXIST. PARKING LOT EXIST. EXIST. PARKING LOT LIGHT HYDRANT _WV III ILLI L L RELOICATE EXIST. HYDRANT d ASTJPv Ju_ T ly LINE 44F-611 L/S L/S II SS °PP GRA VEL DRIVEWAY V� r r i r r r14T r EXIST. HYDRANT mz I I I- II L dbs�-141Q)bd" 1 1d 1 1 1 1 1 1 I I I I1 1 11 11 111 I-V _T v� y ®® ®®1® ®! EXIST L/s ®L ®® ®a ami -T TI -1-1 -FI j I IT %1 r-vl MODERATE -HAZARD 9 I 1VM INVF"ACTUMG ar- Ir 9 BETA , X_ 54 arlr 1a01y I SS SS 0vmra WIS TING B UIL SHEL9 i'AREHO MANUFAC7'IIMG PREVIOUSLY A - OV o 09.1ir ""DSII County Building Per nit # 01- 1323 60v4111 RETAYL Z -6 , 7rr Will 2!v- 154.55 FF r Y W RETAIL mar �y RETAIL BUILDING 10,500 SF 154.55 FF _ SS EE—SS—SS—SS— OFFICE S SS------ —SSOFFICE USE ry ry 79rdl19 aa %'1 F-0IF al mmm S/W� COVERED WAP' 1,0' k E 1.0 75.0 60 E 'AX AttE %{l Us WA REHOUS REPAIR WAREHOUS I x b Q WAREHOUSE E 6�A3iL�i0USE �;�€�'�� fY � r� � rSVAREt�0U5E ; WAREHOUSE "Q Cn 0 m GARA1.%L`ri L''Q4"l "IJ .11i GARAGE /"s-I'l NG B UILD11 VG SIE+ ° r `'' �a ' A 40.1 N6 9 Pd 03-0335 sidsn rt 0 m 132 T� 12' WIDE CONCRETE 7 P R 0 N a AP 042-090-087 --------------------------- SEPTI C _------e_-_-----__--__-SEPTIC TANK MD LEACH FIELD — VERIFY LOCATION --------- ----- 79 v�'-vr --------------------- APPROVEt -_____________________ Butte County FENCED STORAGE AREA ___--nvironmental Health I -------------------------- FENCED STORAGE AREA AA a i La Signature --------------------------- N 2_8_°48'_0_0" E _ r C,0J A Wv I ESLD. I AP 042-090— 088 154 N 23'46'02" E 613.72.' — lU 0 0 0 234A WEST MITI THIRD STREET SUITE F C ICO, C 9 5 9 2 8 a, yy J. PLANNING 530. 898.8220 FAX 34306358 �tu �4 n� �e H/G Acce5-sible Wall Hung Lavatory n U ) ai I I Cove Base N N i Pipe and , Hot Kgtor Food Por v5or protection bmgmum'� ---- -- ------- � -1 r 4' HI&H FRF NAINSOOT iL ALL AROUND _e NEN ACESSIBLE G/L HATER OL.OSET 56E OF NATER OL R -II Insulatfon i li'-/0" VER/FY' ME M111 ,21-011 I UNI -SEX ROOM NAME � ON LAT6H 5I1:>E OF DOOR � I 5' x AGGI;551SLE n DOOR NE;rl:0 ORAS � w A�G� - IPI E '! iFR GL ani i xHAurv, SWI TIE fHFW 44bT Zo ME-,,,N,,l, 65`("URz REq&-rAN1 CA -P. Pc,>. n � N INSIDE OF 1O1!. -ET KfOM / v N � C, S�IP(-E SHEET VINYL. FLOOR/11/ UIA I' �Y 2' Surfaoc Mtd. Light EXTERIOR METAL V4AL L 3/01 ENLARGEDF,LOOR HIC ACCESSIBLE TOILET OREENHEC,< --7 r-,EILINO EXHAUST FAN 600 iii, 115 VOLTS, MSA = 2 AMPS UNI-5EX 5-T'M1 BOL ON DOOR FAG12 OAL; 11.E = 1,-O xis � in el ' x 12' C)//-Uor NEL 'm5 1/2" C.L. wlndawO.E. AJKL30(i 30� 1 i�`rir°u-l�lc�rll � / � a �eatf�ur�� 3 x 5.C. Saar "x ed CIcrs I in H. i. Head Frame - --- X5000 .b t u Ct i . ourForo t-ftd.-iubo, witcl`i v F," u C l 1 IE WOMEN n act. Ceiling 9 +1�31®0" d/ Jill II / II xi tiny 'x i' l i le lea r uJte favar" xltJrr 0arrdJca �cclbl� ntrrr�c w/ Level Landing - Frevlou5ly Approved On Building Ohell Project PAR'FIAL FiLOOR PLAN, SEE SITE PLAN - SHEET A.1 APPROVED BuItte County EnvironmentryI Heal �3 Health Dit Signature i I x,,'33; f+ S'a9 1' +j3 K F �rs ` ' R..,�7� �. , r. 21,103 01". AJH5050CA 112" C.L. Pqindow CA IRI "J`l�rr,�ml�lall � I n Fixed Ola -so i 5000 Btu IN II I! II iI II OF110410E1 I1I I I uI u u I I 'xl-stJn l�andJc`op A cossibl , ntr�arrc W Lever Landing evi u -Sly Approves u r` Deli Pro ect an ild SCALE: 1/i" a 1'—C" 234A WEST *f THIRD STREET SUITE E CICO,,- CA 9 5 9 2 8 ARCHITECTURE + PLANNING 530. 898.8220 gr EA. 343.6358 ALLOWABLE AREA: 12,000 5c�. Ft. e Basic allowable ALLOWABLE AREA INCREASES: 2 Side Separation il' Min Yard ®( ii' ® 20,'x 1.25 /Fi o 65.755 Increase) Max Allowable for 2 Side Separation m 50% Increase MAXIMUM ALL®WAE3LF- AREA: I&,®®® ScL. Ft. n Actual ® 10,500 Therefore O.K. MIXED ®GGUPANGY RATIO: 1,500 S.F. (5-1) I,500 5.F. I 1500 S.F. i Ia,®®a 5.F.Ia,®®® S.P. I&,000 S.F. Ia,000 S.F. .555 < ®GGUPANGY LOAD TH15 SPAGE: WAREHOU5E 1,500 S.F. / 500 o 5 OCCUPANTS <50, I EXIT REG'D, 2 EXITS PROVIDE LAND I N55 AT EXIT DOORS SHALL COMPLY W/ PATH OF TRAVEL AND ALL ACCE5515I L I iY Rrza'5. HANDICAP PARCIN5 4 PATH OF TRAVEL APPROVED F®R SHALL 5/a" Type "X" Oyp. E36. each side of 6" Steel Studs at 24" o.r, Attach w/ I" Type "S" Screws all o.c. at ®joints, 12" o.c. field stagger Joints, UL. Des U465 Hilti r - r - PoNder n i - 0 yy pyrr 'R tIT cxlstlrg Wondicop Accessible Larking Spoces and Lot', of irov t and Slgnoge - FrevIously Approved -tom Loa -- o b• " Roof to'bottorn of u *^ • Log Trcok ScreN to Framc vql 5olf-Tapping W-u S 28"48'12." W SCALE: I" m 20'-0 (J-) 0) 0 b 0 a Fenewal , r.. a3 LARRY D i ARCHITECTURE PLANNING_ 530. 898.8220 FAX 1, Wall dung Lavot®! Wrap Waste Pipe and Hot Water F Par user protect 50L l 0 3L 3EiW EN OA NO,, W'11_1 Ut 1� painted (5y1g. Bd. Wall Mrrcr bott®m at +4® Moo I ORAB BAR CATER Wall CLOSET This OI/et ,c orn wcllls .shall be 0 -tool Studs fiberglass batts all ara and and W11 not be Air Conditioned w `P -O" MIN. VERIFY U_ 1 2'-0" MIN. I 2 -GI 4' HIGH FRP WAIN500T ALL AROUNn EXHAUST FAN, SNIT H N LIGHi5 PAGE OP 5-rJV - UNI -SEX ROOM NAME `� E� NEN 4 -0 0 AB SA (� ,n N, in I 6/L WA7F—R G .-05ET ACCESSIBL m TER CLOS T \ Oq WATER GLt�S�% HIC, RADIUS\ � II \ 5HEEi VINYL FLOOR W/ I E A(PG ® \ 6" G®VE BASE / Vii! JN L.ATOH 51 DE OF DOOR ��,1 5RAILLE a + 5'-0" IL UNI -SEX 5YMI50L ON DOOR FAGS 5' X i' AGGE55 DOOR PAce ®P sTw EXTERIOR METAL HALL 51DINO ENLARGED 7. dY1es i r IL 0 lu HIC ACCESSIBLE 4s` - O E NHEG< F-7 GE I L I NO EXHAU5T FAN 600 F1�1 115 \/OL.i5, SGA = 2 AMPS SCALE: 112" = P-0" I `xio tin 12'x 0n FA NEL- FN\ I Fixturo - Tylo. �I I I� 1 1 / APPROVED / Butte County I nVironmenta1 Health �. r, to I , - n n ii I II II U� Existirg 3'x i' ��essible moor Suite # above DoorLi i xistir �lc�ndiea Accessible Entrance W/ Level Lording - Frevlously Approved or Oullding Oholl Frojec;t i PARTIAL FLOOR 4 OR �61 5CAL E: 11.4 11 m P-0 " A . � F L_J LU -1 DEC_ 8 5CAL E: 11.4 11 m P-0 " A . � F m CODE ANAL YSIS.- SHELL P USE: O_ _ _ B Factory(F-1) . •.a T"T'FE OF OCGU1=ANC1' THIS T.I. : 5-1 TYPE OF r ON5TRUrTI ®N: Type 11®N ALL®J,'�ABLE AREA: 12,000 5p,. Et. - Basic Allowable ALL®NABLE AREA INGREA5E5: 2 Side Separation il' Min Yard ( il' 20'x I. Max Allowable for 2 Side Separation E30% Inc MAXIMUM ALLONABLE AREA: Ie,000 Sc�. Et. m Actual ® 10,500 Therefore ®.K MIXES OGGUPANGY RATIO: 1,500 S.E. 1,500 S.E. I a,®®® S.E. I a,OO® S.E. I i OCC UPANci' LOAD TH15 5FACE: AAREH®USE 1,500 S.F. / 500 ® 5 ®(frUPANTS LANAI NOS AT EXIT ®®ORS SHALL C OMPL`P W/ FATH OF TRAVEL ,ANS ALL AC0 HAND I CAF FAR<N0 � PATH OF TRAVEL AFFROVEI,> FOR SHELL 5/�" Type "X"Oyp. E3d. each side of 6" Steel Studs at 24" a.c. Attach N/ I" Type "S" ScreNs all o.c. of Joints, 12" o.c. field stagger Joints, UL Des U465 a TEK ScreN at each stud. Existing Handicap Acces Spaces and math of Tra Signage - Previously ApE Furlins wee N Le Track ScrgfrOm above Rc Deep Lop Track ScreN to ottorn of weep Leg Track Sc Frame N/ #5 Self -T< q /Il*ARII " VV `,ATE U ARCHITECTURE PLANNING 530.898.8220 FAX 343.6358 weep Leg Track PL AN 5CALE: I" = 20'-0" r �r u" t s'E: trs �J I mmw But �', 11#mfff� Mirror bot +40" Max. Wall lung Lavatory Wrap Taste Fipe and' loot Water Feed For user protection painted Oyp. 3d. Wall 50LIL:) 5LOCK NO BETWEEN 5 ilJL�15T _A ENS OFA3 B/Af;�O. 1-1/2" 0.D. MAX. 01;;�AB BAS 12 r.�. TI 1 This Toilet Room walls shall be 5teol Studs w/ R®ll Fiberglass batty all araaund and will not be /Air®nditi �ned -- a w v T -a" r iN, VERIEY 4'HIOH FRF 1 Z -a° 1 2'` "MIN., I_ / ALL AROUNC7 N50OT EXHA( 5T FAN, SWITCH W/ LIORT5 NEW '-O" oRAE3 E3AR AtOOES HOLE OIL WATER OLOSET TER GL SET/ Et�OE OE WATER OLQaE OISTUI ON IN51rxl HIC RADIUS (- 1, [LA\\//A7 SHEET VINYL FLOOR/�RY COVE BASE 5' X T ACESa151 DOOR u EXiIERIOR METAL MALL 51DINO OEENHEGX Sf--7 GE I L I NO EXHAUST FAN 600 GSM, 115 VOLTS, MGA ® 2 AMFS RE515TANT &`rF. BV. OF TOILET ROOM UNI -SEX BOOM NAME ON LATCH 51 t7E OF DOOR W/ OR.AILLE a + 5'-0" UNISEX 5YMBOL ON DOOR FACE 5CALE: 1/2" y -'-® ARCHITECTURE - PLANNING 530.898.8220 r, FAX 343.6358 PARTIAL FLOOR SCALE: 1/4" y C -O" 3 J i :a 11 M It ninflc \/E'KIT END ELEVATION_ N NOTES: 1) CODE ANALYSIS: NO OCCUPANCY DECLARED FOR THIS BUILDING. SHELL BUILDING ONLY. CODE ANALYSIS WILL BE SUBMITTED AT TIME OF TENANT INFILLS. 2) PERMITS WILL BE REQUIRED FOR TENANT INFILLS, INCLUDING OCCUPANCY, RESTROOMS, INTERIOR FINISH AND ENERGY. A COMPLETE CODE ANALYSIS WILL BE REQUIRED. 3) SPECIAL INSPECTION FOR HIGH STRENGTH BOLTING AND FIELD WELDING WILL BE PERFORMED BY APPLIED TESTING CONSULTANTS. 4) ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH RECOGNIZED PRACTICES AND OF A QUALITY PRESCRIBED FOR THE SPECIFIED USE IN THE UNIFORM BUILDING, PLUMBING & MECHANICAL CODES AND THE NATIONAL ELECTRICAL CODE. 5) A FULL SET OF PLANS AND SPECIFICATIONS MUST BE KEPT ON THE JOB AT ALL TIMES AND IT IS UNLAWFUL TO MAKE ANY CHANGES OR ALTERATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THE DEPARTMENT OF PUBLIC WORKS, COUNTY OF BUTTE. GATE: 4 f ? 0103 DESIGNED: WEG DRAWN: CLT I NON-BEARING ARCHITECTURAL COLUMN (TYP.) FRONT ELEVATION 1/8. 1 pj( I 141-11 V — iJ i._J'11 111 V l7 ARCHITECTURAL COLUMN (TYP.) APR 2- 6 2005 - Sd _ — y I — w! — w— — A! I — — �! — KF — Yf — —. — — — — Y w — �fll_l —I I 3€8.4'•3'1 t I A—I� t t--- A� L ^L __� �N28®48'09"E 613.85'.— 16' �I 10, 91 REMOVE EXISTING BUSH 8' 9 i� 4 �J/.-'-•rFv ,\,l. J``�,, •` '�:". `\ I fi: ;v;..r ,�� f/t::": ,'/ r > \' - �,. .:} ��: ?\'1'./ '\i /\:;, : J�� -: \,'�rJ'• ,�.. .+`� ;! F3 1 i/l ":'r r . r'J ME: ,t.r. —r. -t. r. ..: .v. .J �. r.r :.., :.: ,; : .: .. ..- •-fin / °{L rte•. f \ ru F= !8r W 10, • v t . v .4 j l r} - ^v ITYP / - I-. r:. r — ! \ `y \\ EXISTING STING<✓`6 .`C ' I r \. . :. ELECTRI AL .;�;.... /:; _:::;:xJ ,.�,r.�` �:... -J'. 'C . „ ;��,, \:4. ..r.,•.. . %.. :%:'•i4,F � j�F �l'-,.. r. .V' -F .. \• :\': we �ZJ. ,\. r F r. \ . \� ,� .`' 175, \- ' `moi' — r^`" v �l; ,. : `-,<: ?::,l;` ;' i `r'`>; •' I ,' .: 1 f?' •::. \. / : • : ' 1 :>: '\ir:'-.J •. X . : "`�: '. >. !',:..;, l 1 V �✓ i ` i</. � J,✓':"%i. <:\`",''� f�''i'-J/': �.\;F �:•'.;%/;,-':.. r.^`rJ\'�! `/ ,\` 'r,..- / .\/`i/\:f..� �%:,'J�V�\'.`:,�\W'\-,�\ .\!:.-;�:::, ,�: ;\. /,' :v: ,',,x:,.f.::.....'2$, �I EQ` `!!±J%:':�:\ J.vaiI. /: �• \ ":l 7 :' �.: -,-�i/::,j1'%' i`r::_ /��;;�'\,".:•'%`!�.. :h�'}\'`/' :. .'j-;�.�."..,\r.. o�/`•J. !.•r;<. . r. �./:'•%\::fr:F\./1\�./:.'J.",. ,:a \,r`,'"J-.:Y's;'Y':..,..i:ti,+-c \,l `.�%*` .v,`C..:.. :': �`...r-"iru.:;.f.. _,y. ",rr,. . .;.! .\��-f� !f , �;;''\ . J \_. , �\\-,•,.`\/,• <T»`�\\r';,r;i" ERVICE :.f::`.� f\: : TJ;\.�. .,1• : \ l: . TING BUILDING 99B J .\f..,.;,�jf; • : t1 �o'sa .1 41- INSTAL N_.S-TA•L \ APRON % : /:\ F , \ REAR .aOteR a�BUILDING i 6 THICK '$:AdfC•9°a- RVi O_s xx ------------ S- J L 12' WIDE P.C.C. !'! -; d'-'3. :i•f '••• a- •_ -L�-- �-� e'b=" a „e •o t}ss-ss -: -_ - x _ t \: ski \ \r r o l - {f f r:> i o �xx,o II x`::i'r:�"\�,` , ��:.\: fl\,�:J; `�- J.i''`\y':; 12 �€ � ! � , f � o f - _ � � 1 _ o - f � ? ` - � � r• o j - J 1 jr I - f ,F _ 79'± - - ----------- - -------_____-____________.._r i, t::' ' :,l T'�.: .`�!i� jK 9't - — � - - S o� a� i _ o F' f`.\' . l!.!' 7, ..J `y :.. !' J j ( J J /)j - o j n j J o d 1 ff 1 )� ...,r:y F \, € dd Jj1 J jr , o J/p( --. I ., ' y 11'. `�\ ' - Y' : v \F •.: `��' -' \ ,r'.: �'.; - \! i'" ; 3'-- __ _. >•aa -- .> S --- _. 5 r3lss — �� ss — — — ss-- — — S'✓�.g.a"'/. f j j8 1• j j �f' ,� l l ------------------ - r.:, roe -�j i�, _�-�_i� / jJJ) j((jl 7jl )1/ 1/l jI \/l..•`�`/,, s ! ( - ! ! 1 - .! ( - 1 j `'r!� \� _LL - „md ( ,�� of ( , .� or 1 L — 9-21— ii x - -- x - -- x - -- X - -- x---- x - -- x - -- X THE BENCHMARK FOR THIS PROJECT IS A CHISELED "0" AT THE TOP OF CURB LOCATED AT 2725 STATE HIGHWAY 32 (APN 04.2-090-041) ELEVATION = 165.92, BUTTE COUNTY DATUM. PROPERTY DESCRIPTION: PARCEL 2 PER BOOK 139 OF MAPS, AT PAGES 54-56, COUNTY OF BUTTE, STATE OF CALIFORNIA ASSESSORS PARCEL NO.: 042-090-08 AREA: 3.10 Acres± PL 2" TYPE "B" AC OVER 8" CLASS 2 AB COMPACTED TO 95% RELATIVE DENSITY, COMPACT TOP 6" OF SUBGRADE-• _,,--- TO 95% RELATIVE DENSITY. DETAIL 2 PARKING LOT TYPICAL SECTION N.T.S. 1/2 -",RADIUS GRADE OF ADJACENT LANDSCAPING OR — SIDEWALK DETAIL VERTICAL CONCRETE CUR -It TYPICAL SECTION i• 4 AC PAVING, SEE DETAIL ON THIS SHEET EACH OF THE SPACES DESIGNATED FOR HANDICAP PARKING SHALL BE IDENTIFIED BY A PERMANENT REFLECTORIZED SIGN ADJACENT TO AND VISIBLE FROM THE SPACE WHICH INCLUDES: (A) THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, (B) AT LEAST 70 SQUARE INCHES IN SIZE, AND (C) THE BOTTOM SIGN EDGE SHALL BE AT LEAST 80 INCHES ABOVE THE FINISH SIDEWALK GRADE OR 36" WHEN MOUNTED TO A WALL. THE SIGNS SHALL BE CENTERED ON EACH PARKING SPACE. VAN --ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN --ACCESSIBLE" PLACED BELOW THE SYMBOL OF ACCESSIBILITY. (SECTION 1129B.5) IN ADDITION, EACH ACCESSIBLE PARKING SPACE SURFACE SHALL PROVIDE IDENTIFICATION BY A 36 INCH BLUE BACKGROUND WITH A WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED ON THE PARKING SURFACE THAT IS VISIBLE WHEN VEHICLES ARE PROPERLY PARKED IN THE SPACE. THE LOADING AREA BETWEEN THE PARKING SPACES SHALL BE OUTLINED BY A 4" WIDE WHITE STRIPE AND FILL—IN WITH 4" WIDE WHITE DIAGONAL STRIPES ON 36" INCH CENTERS. (SECTION 1129B.5.1&2) NOTES: 1. ALL EXISTING UTILITIES OR FACILITIES SHOWN ON THESE PLANS TO BE REMOVED, 9. SHOULD OCCASION ARISE WHERE THE VALIDITY OF A STAKE IS QUESTIONABLE, 12. DUST CONTROL SHALL BE MITIGATED AS FOLLOWS: RELOCATED AND/OR ADJUSTED SHALL BE DONE SO AT THE OWNER'S EXPENSES. EITHER AS TO ITS LOCATION OF THE OFFSET MARKED THEREON, OR AS TO THE ELEVATION OF CUT OR FILL MARKED THEREON, THE CONTRACTOR SHALL NOTIFY A) DURING CLEARING, GRADING, GROUND DISTURBANCE OR EXCAVATION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING THE ENGINEER, WHO WILL CHECK THE STAKE OR STAKES IN QUESTION. IT SHALL OPERATIONS, FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED BY REGULAR MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE STAKES BEFORE WATERING, PAVING OF CONSTRUCTION ROADS, OR OTHER DUST PREVENTATIVE MARKERS OR MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE COMMENCING OPERATIONS. ANY STAKE FOUND TO BE IN ERROR WILL BE RESET, MEASURES. REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE FINISHED WORK RESULTING FROM ANY QUESTIONABLE OR ERRONEOUS STAKES NOT B) ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED 3. GILBERT ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF REPORTED TO THE ENGINEER. TO PREVENT EXCESSIVE AMOUNTS OF DUST. WATERING WITH COMPLETE PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF BUILDING PERMIT. COVERAGE, SHALL OCCUR AT LEAST T'NICE DAILY, PREFERABLY IN THE LATE 10, HDPE STORM DRAIN PIPE SHALL BE SMOOTH INTERIOR (TYPE S) RIBBED MORNING AND AFTER WORK IS DONE FOR THE DAY, 4. PRODUCTS IDENTIFIED ON THE PLANS BY TRADE NAME OR MANUFACTURER MAY POLYVINYL CHLORIDE DRAIN PIPE MEETING THE REQUIREMENTS FOR MATERIALS BE SUBSTITUTED FOR ANOTHER PRODUCT OF EQUAL OR BETTER QUALITY OR AND INSTALLATION OF SECTION 64, PLASTIC PIPE OF THE STANDARD C) ALL CLEARING, GRADING, EARTH MOVING OR EXCAVATION ACTIVITIES SHALL FUNCTIONALITY, SPECIFICATIONS FOR SIZES 18—INCH TO 48 --INCH OR SMOOTH INTERIOR (TYPE S) CEASE WHEN WINDS EXCEED 15 MPH AVERAGED OVER 1 HOUR, CORRUGATED POLYETHYLENE PIPE OR RIBBED PROFILE WALL POLYETHYLENE PIPE 5. AC IS DEFINED AS TYPE "B" ASPHALT CONCRETE, 1/2" MAXIMUM MEDIUM MEETING THE REQUIREMENTS FOR MATERIALS AND INSTALLATION OF SECTION 64, D) THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH MOVING GRADING. PLASTIC PIPE OF THE STANDARD SPECIFICATIONS FOR SIZES 12 --INCH TO OR EXCAVATION OPERATIONS SHALL BE MINIMIZED AT ALL TIMES. 36—INCH. PIPE BEDDING AND SHADING MATERIAL FROM THE BOTTOM OF THE 6. AB IS DEFINED AS CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM GRADING, TRENCH TO A PLANE ONE FOOT ABOVE THE TOP OF THE PLASTIC PIPE SHALL E) PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN BE CLEAN SAND WITH A 1/4" MAXIMUM PARTICLE SIZE AND MINIMUM OF 70 A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED UNTIL GRASS COVER 7. PCC IS DEFINED AS CLASS A CONCRETE, 1 1/2" MAXIMUM, 3/4" MINIMUM PASSING A NO. 20 SCREEN OR CLASS 2 AGGREGATE BASE, 3/4" MAXIMUM IS GROWN. GRADING. GRADING, COMPACTED TO A RELATIVE COMPACTION OF NOT LESS THAN 95%. ALTERNATELY, A 2 --SACK SLURRY CEMENT BACKFILL CONFORMING TO SECTION F) MUD CARRIED ONTO STREET SURFACES BY CONSTRUCTION EQUIPMENT 8. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR 19--3.062 "SLURRY CEMENT BACKFILL" MAY BE USED. BACKFILL MATERIAL FROM SHALL BE REMOVED ON A DAILY BASIS, PHASE OF WORK AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF' A PLANE ONE FOOT ABOVE THE TOP OF THE PLASTIC PIPE TO SUBGRADE SHALL CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR MEET THE ABOVE REQUIREMENTS FOR REINFORCED CONCRETE PIPE. G) HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE FO PLACING IMPROVEMENTS, COVERS AT ALL TIMES. 11. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATIONS OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. CALL U.S.A. (1-800--227-2600) A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. DATE: ° / /(� vv.0FEssrayq (_ xl I L 11 J -"h E R r -l" E N G` I N E E R I N f G'E. �� J��F ti� DESIGNED: WEG �-� �,b UILID N AIJI)ITIUN tu 70 DECLARATION DRIVE, SUITE 101 VC No. 31689 ;o -T--% L AN ICO, CALIFORNIA 95973 DRAWN: MNG 0 EXP, 12/31/04 ;t S 1"I" F A (530) 899-9503 �9T CA 1 F� APPROVED: � a 1117 !1 APR 2 8 W03 SITE BOUNDARY LINE 6" P.C.C. CURB, SEE DETAIL ON SHEET 1 -�-;,.-•---�--; :--fix.-F:-�:'�`-�-�•e PROPOSED STORAGE AREA 9" CLASS 11 AGGREGATE BASE EXISTING FIRE HYDRANT 11 y EXISTING STREET LIGHT —� EXISTING STORM DRAIN INLET ' EX1S IN ____ so ___ SO — EXISTING STORM DRAIN PIPE -- `__ ss --- ss EXISTING SANITARY SEWER LINE _ _ w �--- '-- EXISTING WATER LINE 0011101 aaffmita \ EXISTING SIDEWALK x EXISTING FENCE f- EXISTING STORAGE AREA (J NEAT—CUT EXISTING AC ® 2' FROM LIP OF EXISTING GUTTER AND REPLACE WITH 2" AC ON 8" CL 2 AB COMPACTED TO 95% RELATIVE DENSITY, AFTER INSTALLATION OF CURB AND GUTTER FEATHER NEW AC TO CONFORM WALL MOUNTED HANDICAP PARKING SIGN PER STATE AND LOCAL REGULATION`S BUILDING WALL 2MIN" s -O„ SIDEWALK (SLOPE 2% MAX) I� \�! / I 4'-0" "e, 59—O" 9—,y3i HANDICAP PARKING SPACE ANIS RAMP N.T.S. (_.'.'.0MMERC1AL BUILIDING' F 0]t? GINNU Cu DRAWING NO: SD - I OF PROJECT NO: 1259 APR 2 8 2003 u SIDEWALK (SLOPE 2% MAX) tea, -... _-____•_-..._- ............... .......__-------------------------------------------------------- ..__-...,_-----'------------`-------...� .. _._.__._-.... �-_-....,_-...._�.._._-,......,-....-..-.__v..,,,�._-.._..- ._.._......-_...��.-.....__.�._ _....,_.__�,� _.,..,..,.._... S1 __ _ .._�:...5 �- .............. .........- -.........._ ----t: .......... _. .. .... ... .... .:J::_....-«.,,_. v....._`-• _-m,`. ` .�': ��..«.-__.,._._.....,...._—:`��.� ,.A-,-.....^-'- tea• `WJ,+-n......� -. _.__..._..-...._...--`-...._._._.._.�i.............._..,.-.._.-_oSn._._._.-..-..._.._..__._.__-__sr....._�,___._ - - �i !I I F I I f Y <oQL 760 E .5 r ICA o ods — �. 77 1• tip;. F` \. €4 .. : ., r. .. /'Y.i '.' : ... .: .r ,.f Jy� 'v:i•/ >.F "-f >,f f �.`,/•. •::i';.,:., / ...,. ,. - : ... rr/:.,: .�: .. .. .. : ,. \:'.r ,<,�..,,.., ,�;�: ,ice. r,:, � `.\- ..' . l-:: ttr'>'. +'4� . :�::\J,. •\/.,• , !-� r..>'Y.•. �,. %.,:'- !,r\: .: y,;; ✓.r `ice'' '�"'>' J: �' , . XZ `--:\., ;` R'' : f:..:C:' F' ;\:' :Y" ::. :••_ .l: .�, .`,,_... ., v : - 4f :\:'l. 4: v Y :r .\ni''� `%>: x.'r .. •7\:\; .J ! �^'. �:., ;{ ,, //��;tt7... z . -%: �`{;.:.. !�:' % `.�;:.' ir. '.! 4! /. .•\:./. ':r iv`''J.`i /) :� `Y�'r" .�'{. "r \• f. . , l \ r J J Vf EX. FF JX. , € •J•' F /r \ ✓:`` f \ wv. :..f '%`�{.• i4J-:J::' ' r/' \ .\1' • "J`,,; /�''� . x! 1 i" `'v f�''✓:' ;\ . �' IJ ter:• . .'\=.. `,- _ _.y..,,.. y •! - _ 7 .., /;. � \ : `>�i ��:{; ; :. . / 1 r % jjj/ . / � /J(j . %� ; - • � � 1e . � f (jfj . � � �, l � J/p( _ � � - e : e � - �� ?xl . /* x. li - 'S '•� S •- f � >S` S}� --�' S` --� S°i f � e r 14" .7 '< f J j::` � J -.: rt. �%v." /'•. - � � - - e L7 f _ I f 1 r : , -- r j( l r� t S:i _-- 55 __— 5$ i%-.--.,._tff.,1i.:��•:`^�_-;r'S;v4r':'l,<-4iF.a'S'`'./"'-.�'c l:;'eib;":- S.• �.�5 � ( 1 � N. T. S. DATE: 4� Z 0.3 DESIGNED: WEG DRAWN: MHG APPROVED: F TYPE SSB„ AC CLASS II AB NATIVE SOIL COMPACTED TO 95% RELATIVE DENSITY 0 PERFORATED w♦s ♦ w STORM w PIPE, SMOOTH WASHED DRAIN m - x --- x --- x � F � No. 31689 � EXP. 12/31/04 T cim ®F CALIV�0 vl/ N. T. S, WRAP SIDES & BOTTOM WITH GEO-FABRIC ti APR + 8 20'.:i43 CHIC( Oila LEGEND SITE BOUNDARY LINE 6" P.C.C. CURB, SEE DETAIL ON SHEET 1 PROPOSED STORAGE AREA, 9" CLASS ii AGGREGATE BASE E✓ �f S PROPOSED STORM DRAIN INLET 1j '• rrj f r / AIN LEACH TRENCH .......: PROPOSED STORM DR 3 r 160.60 FINISH AC GRADE (ADD +0.30' FOR TOP OF CURB GRADE) 0� o. �1 6 160.75 FINISH AB GRADE \• ' AB yy 160.7 EXISTING AC GRADE O4 AC 0 P. 160.60 !; ; • CON EXISTING CONCRETE GRADE t EXISTING FIRE HYDRANT Y -J 'I Y O EXISTING STREET LIGHT EXISTING STORM DRAIN INLET EXISTING STORM DRAIN PIPE EXISTING SANITARY SEWER LINE w EXISTING WATER LINE ,\ o0 EXISTING VERTICAL CURB 71 EXISTING SIDEWALK x -- EXISTING FENCE 7 — ..�- V' j'� EXISTING STORAGE AREA 24" X 24" TRAFFIC STORM DRAIN CONSTRUCTION NOTES INSTALL 134 LF OF STORM DRAIN LEACH TRENCH, SEE DETAIL ON THIS SHEET %�':\`r ,:l \ \\� \` : .�.�i'�,�:�'� \;�: /,'•.;\sem`. � ..:'i..�: ��J`.�; Jr 1. J:�,:•,J,:'%`'/ r / �!:',�-i /'>rr / ; /' 'J, INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN WITH 4" THIICK X 1' FT WIDE CONCRETE APRON AROUND GRATE, GRATE FL = 139.30, SEE DETAIL ON THIS SHEET 0 INSTALL ': +/� ��y; /,::f�� f' '1�.,%,fir`',, % \;�: BASIN WITH 4" THICK X 1' r; /r��r �� :-ti f` j '•\''r``` f FT WIDE CONCRETE APRON AROUND GRATE, GRATE FL = 159.40, SEE DETAIL PVC TO LEACH LINE ON THIS .. r` �r+'n 2l• n '�`'..:F '•�,� y �:s�.'..,, /i:�•f4. r.. `Y t``A/�`r''>r�r't:' \• ,�. i INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN, GRATE FL `• AFF>ti�,;4 `7 � `;.ir# ) 'a,l i; .as`\�`' �\ ,�\ f; #%-, .;>y:.l r;` �,, �;' 160.30, SEE DETAIL ON THIS SHEET is F``hSfNi •••''�r`f.,., 'S,F,.r �y f,. .J\"+,.� :: �..."::e,`.�,r. /�F .J„ 1:: -.vim .ter ,!` , _ `l,;Y.i..,�•t..... 123 LF OF STORM DRAIN LEACH TRENCH, SEE DETAIL ON THIS :ui\:�.; � hY, .�{`,�``:..�.F<'Y INSTALL COOK CONCRETE PRODUCTS 2222 CATCH 1'`.: J`•: `'':�;% ij, S FL -- :.�r � i '. Z'Y_ 3\ .44 Y \4,." $ j c��-,�'^i.. }ir•.Ytr -4 F-` SEE DETAIL ON THIS SHEET 'y - it 3\ �. `a' :S>•'';'':•' t'> P '-�, : r \ ,fir :.'.. m - x --- x --- x � F � No. 31689 � EXP. 12/31/04 T cim ®F CALIV�0 vl/ N. T. S, WRAP SIDES & BOTTOM WITH GEO-FABRIC ti APR + 8 20'.:i43 CHIC( Oila LEGEND SITE BOUNDARY LINE 6" P.C.C. CURB, SEE DETAIL ON SHEET 1 PROPOSED STORAGE AREA, 9" CLASS ii AGGREGATE BASE E✓ �f S PROPOSED STORM DRAIN INLET 1j '• rrj f r / AIN LEACH TRENCH .......: PROPOSED STORM DR 3 r 160.60 FINISH AC GRADE (ADD +0.30' FOR TOP OF CURB GRADE) 0� o. �1 6 160.75 FINISH AB GRADE \• ' AB yy 160.7 EXISTING AC GRADE O4 AC 0 P. 160.60 !; ; • CON EXISTING CONCRETE GRADE t EXISTING FIRE HYDRANT Y -J 'I Y O EXISTING STREET LIGHT EXISTING STORM DRAIN INLET EXISTING STORM DRAIN PIPE EXISTING SANITARY SEWER LINE w EXISTING WATER LINE ,\ o0 EXISTING VERTICAL CURB 71 EXISTING SIDEWALK x -- EXISTING FENCE 7 — ..�- V' j'� EXISTING STORAGE AREA 24" X 24" TRAFFIC STORM DRAIN CONSTRUCTION NOTES INSTALL 134 LF OF STORM DRAIN LEACH TRENCH, SEE DETAIL ON THIS SHEET INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN WITH 4" THIICK X 1' FT WIDE CONCRETE APRON AROUND GRATE, GRATE FL = 139.30, SEE DETAIL ON THIS SHEET 0 INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN WITH 4" THICK X 1' FT WIDE CONCRETE APRON AROUND GRATE, GRATE FL = 159.40, SEE DETAIL PVC TO LEACH LINE ON THIS SHEET INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN, GRATE FL 160.30, SEE DETAIL ON THIS SHEET INSTALL 123 LF OF STORM DRAIN LEACH TRENCH, SEE DETAIL ON THIS SHEET INSTALL COOK CONCRETE PRODUCTS 2222 CATCH BASIN, GRATE. FL -- 160.20, SEE DETAIL ON THIS SHEET 1/2" WIRE MESH SCREEN WITH STAINLESS STEEL CLAMP DRAINROCK (36" X 36" X 12") WEEP HOLES IN )M OF DRAIN INLET tlI\ �,SE BOTTOMLESS BOX STORM DRAIN INLET SECTION BUILDING "I3" ADllITION GRADING A NT STORM DRAIN PLAN covtnlErciaL suit,nInG DRAWING NO: D -- 2 OF PROJECT NO: 1259 - F0,11"TE 'D APR 2 8 2003 CLASS II AB COMPACTED NATIVE BACKFILL WRAP TOP OF TRENCI WITH GEO FABRI( 4"0 PERFORATED PVC SEWS; 3/4" — 2 1/2" WASHED DRAIN ROCI• r -I A l l C` 1 I /I M A }-1 I— WATER LINE TRENCH NOTES " MIN) I I� 1) MATERIALS POLYVINYL CHLORIDE PIPE (PVC) SHALL BE OF TYPE IN ACCORDANCE WITH BUTTE COUNTY STANDARDS AND MEET AWWA 0900 STANDARDS. DUCTILE IRON PIPE AND FITTINGS SHALL BE OF TYPE IN ACCORDANCE WITH AWWA CISI. 4" AND SMALLER SHALL BE FLANGED AND FLANGED GASKETS SHALL BE A 1/8" THICK RED RUBBER RING SUITABLE FOR THE USE WITH POTABLE WATER SYSTEMS COPPER TUBING ABD FITTINGS SHALL BE TYPE 'Y' 2) IN AREAS WHERE THE WATER MAINS INTERSECT OTHER SERVICES. THE WATER MAINS SHALL BE INSTALLED SO THAT THE WATER MAINS CROSS ABOVE THE OTHER SERVICES. WHERE THE INTERSECTION OF THE WATER MAINS AND OTHER SERVICES CONFLICT, GRAVITY SYSTEMS SHALL HAVE CONTROL OVER PRESSURE SYSTEMS. 3) THE CONTRACTOR SHALL MAKE EVERY ATTEMPT TO CONSTRUCT THE WATER MAINS AND SERVICE LATERALS ABOVE THE SANITARY SEWER MAINS AND LATERALS AT ALL CROSSINGS WITH 12" MINIMUM VERTICAL SEPARATION WHEN MINIMUM SEPARATION CAN BE ACHIEVED, CONSTRUCT AS FOLLOWS: A) PERPENDICULAR CROSSING: 1) JOINTS ARE NOT PERMITTED WITHIN 4 FEET EITHER SIDE OF THE SANITARY SEWER LINE 2) 4" MINIMUM VERTICAL SEPARATION MUST BE MAINTAINED B) 45° CROSSING: 1) JOINTS ARE NOT PERMITTED WITHIN 6 FEET EITHER SIDE OF THE SANITARY SEWER LINE 2) 4" MINIMUM VERTICAL SEPARATION MUST BE MAINTAINED C) IF MINIMUM SPACING CAN NOT BE ACHIEVED, ENCASE SANITARY SEWER IN CONCRETE FOR 10 FEET IN BOTH DIRECTIONS. IF MINIMUM COVER CAN NOT MEET AT CROSSINGS CONSTRUCT WATER MAIN UNDER SANITARY SEWER WITH 4" MINIMUM VERTICAL SEPARATION AND ENCASED IN CONCRETE FOR 10 FEET IN BOTH DIRECTIONS FOR PERPENDICULAR CROSSINGS AND 15 FEET FOR 45° CROSSINGS. j) _................ ... ,..5.�f7.......,...................... ......a..!.............................._,,..,,.—..................... .........,.—.......—........—............,...B...,,.....—..•.,—......_....,..............—.......`....,....—........,....................................................... ,.... ,..3 ..................................................... 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Y��/.:', '+f:Y!� rV .'v r.�:.../:,r'f: '\ /. /.. ,-.J ..r :�. ;•,r ,'\}�. `'..: ,\✓%:',r f.:'.''�` :%:•- % \/,,. C:' ,\:', %\: '.,,/\>:'r !":.`\' f✓., %`'-%.r', /J Ste: a\r'✓::: Y� i .\: ':r :. \': • !' r`:f:•ff.f\:`;fF ,r :.,f. :Q161.25 FF1 i. .``..::../:' :../,�'/:f \``v'.r /j'�;' r� . �. \: !. '`�:C'- l.. i'•;.;'�T i`\:'.3f\�'r.,y. .} , r f\.�r}r ::\:°:.f.;• ;\/r : '7.. �`'`'y J.%f, �':/. l \�',. r:.'• ;\r-�rf ,'\1 'f.. /,.,/; 1'%f',:' .+v .`; :'`,.✓..+ r\. :r`%,. \. .\., y"'::` /%f:':��C:<. _ - _ %tip: •.r :''`'/r:: f\T•f:<..•��'.• :-.r\+ , 4 , /; :..i;<::,. �. .:<ff'. \ �,r:`?,%:'' ' i';.'\; {� / lr'�' .. \ :.'�.\//:'y•. - • ,//„�:.:•�:^yv`(`::'; \,:•/, r. : r:.;r. , / r, ;''. : ti ,�f.:.n INV BLDG 155. i'r,r*� f`"•,,\rr r•,;`r.f ''J' ,-.f�. :'%': :".\:i/�",:Yi, .,J'•:':.r /\`.`�.� `t/ft�>./%`: �`:✓�/:`r\: \. ..`�Y-i` :';}, /,,y,/�i: f� \ ry..,.!`:' \� .\:1'.� )(jj(! 1 �': :: b�;' ': r : : �' •'./f'\`. %:r ;: .r�3:�%'" r,. .: Y''f\ /;i ,r\:\•r: ;'`t.:.,�:,.:-\f`. l _ -..,.1 " ..., :•�. .j'i, .,'f.:.ti...:;,v✓:.: •...! i..\\.�`''� rri: '.:... 'k•�,.. ..,J,.: ��: - A:y:.. .-t°L d-" g '�.. �a��.-_•:•_ .. �>.,., .,�. .a r:8 . ;;; -rs i'Tr _'=�`• _ ^• _-•i +. _ %9a •-' _ 3 « ;;•.-_ a: .�:. j)y- Jjy^ j(j'` r r '[ :!'=dCe _. :: -' _ e •.* a • c a � _. i. _ ! F �I (/ l _2 -'_4'-.•:. �t A,.•,.- 4ae. -' a �i�•.. a "'�.A r� °••gOa ::A_�-%ALS. .P:° mai f j) / l f /)/( 1 j J �/j-),-�.• � i �J-pJy - 1 t j O7 z _ •'y_j :. p. s: a-" •-:�-�.,s.- i-:+r,'r - JJ • j I _ J 1 •,'%.. Gl .: :Yr :. f: }•:' %' f/1:7<::%'y7"?':::'/::"+>:��.•>..,;,.�.. .f%:f-.;,.._:i::: .1:'f�' :��'f:' �%:7;''- f � i � `(�- — �7��•� � -'� �•!i D f 1— � � � � 7 f f _ l :'i;.�;f::: :� r • : .<�u'<.:<'w-<.:c G. a. f:w� <.<.w.<..;..,.<.,.-,.,,_r,.:,..:.e.<..,t`..k„a,�'cf/f�cf:</:.G:<'<.;<'•,`w<.,.....:..::.,..r..�c::. fjj7\ (/(/ (�J pj - � ' :.:::.lrG: :. F; h l.:. 1 "� •"''... .. . \ �. ,\� .;\":,\` '`...,. SEPTIC LEACH FIELD I I REPLACEMENT AREA wi 4 /x x - -- x - -- x --\\x --- x - -- x - -- x - -- x -) G Z 101 l !{ 4) ALL WATER MAIN LENGTHS ARE APPROXIMATE AND THE CONTRACTORS HAS THE: RESPONSIBILITY TO VERIFY THE EXACT LENGTH OF ALL WATER MAINS AND THE LOCATION OF FITTINGS. � 5) GENERAL. WATER NOTES: A) CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING ALL AFFECTED PROPERTY OWNERS/TENANTS OF ALL WATER SHUT ---OFFS 48 HOURS PRIOR TO SHUT—OFF, SHUT—OFFS SHALL BE FOR THE MINIMUM TIME NECESSARY TO MAKE CONNECTIONS. COORDINATE WITH THE COUNTY TO DETERMINE THE EXTENT OF THE AFFECTED PROPERTY OWNERS/TENANTS. B) CONTRACTOR WILL BE RESPONSIBLE FOR CHLORINATION, DE—CHLORIANTION AND PRESSURE TESTING. C) TRENCH EDGES SHALL BE CLEANED OUT. D) PIPE BEDDING SHALL CONFORM TO REQUIREMENTS OF THE UTILITY HAVING JURISDICTION OVER THE INSTALLATION AND SHALL ALSO MEET 'THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF BUTTE COUNTY. E) INTERMEDIATE BACKFILL SHALL BE ANY SUITABLE NATIVE OR IMPORTED GRANULAR MATERIAL. RELATIVE COMPACTION SHALL BE AT LEAST 90%. F) CLASS 2 AGGREGATE BASE SHALL CONFORM TO THE STANDARD SPECIFICATIONS. MINIMUM RELATIVE COMPACTION SHALL_ BE 95%. BASE SHALL BE PLACED AND COMPACTED PRIOR TO THE PLACING OF PAVEMENT SECTION, G) WHEN THE TRENCHES ARE BACKFILLED WITH GRANULAR MATERIALS, ADEQUATE PROVISIONS MUST BE MADE TO DRAIN OFF WATER WHICH WILL BE COLLECTED IN THE TRENCH. DATE: .41 %x/03 DESIGNED: WEG DRAWN: MHG APPROVED: ??,OF ESS I01y1 � F � s,� etc• °P� m No. 31689 �D EXP. 12/31/04 T CIVIL I3UILDING "B" ADDITION SANITARY SE1NEFt AND WAr"ER P I,1N SITE BOUNDARY LINE 6" P.C.C. CURB, SEE DETAIL ON SHEET 1 HANDICAP PARKING INFORMATIONAL SIGN PER STATE AND LOCAL REGULATIONS PROPOSEDSEWER LINE :'fr:'f:;', ;•';;,i::f':'1:,::f;%;:;': PROPOSED LEACH LINE T PROPOSED WAR LINE E �-y EXISTING FIRE HYDRANT hI -') EXISTING STREET LIGHT EXISTING STORM DRAIN INLET —� EXISTING STORM DRAIN PIPE __ Ns _. ss EXISTING SANITARY SEWER LINE _... — 14 EXISTING WATER LINE EXISTING VERTICAL CURB EXISTING SIDEWALK x -- EXISTING FENCE A s. INSTALL 5 LF X 6" SS PVC PIPE, S ':::0.020'/ft INSTALL JENSEN PRECAST JP --1000 gallon COMMERCIAL SEPTIC TANK, 4"0 INV IN = 155.65, 4"0 INV OUT ` 155.40 @3 INSTALL 110 LF OF SEPTIC LEACH FIELD, SEE DETAIL ON THIS SHEET Cu"MMEYRICIAL ;' Fut� ", Cuj'_NNST7n_1U(_-,'T101N DRAWING NO: D - 3 OF PROJECT NO: 1259 PF',;hN I BD APR 2 8 2003