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Home My WebLink About6.9-278BENCHMARK TOP OF CONCRETE MONUMENT IN A L441PHOLE AT THE 504INE45T CORNER OF SECTION 1J-30126, MWG ABOUT 50 -FEET SOUTH OF THE RAILROAD /RACK ALONG THE CENIERUNE OF BUENA VISTA ROAD.) ELEVATION = 354. TJ (USGS TATUM) BASIS OF BEARINGS HE 3 A�Nr IDF KOOK 1J'E 4LOA '.HE NTERLINE D7 FUENI VISTA IDAE' 5 HO 'N ON af L_ P4✓I- 110 F PI A'i T 3 O (KI EC IN ROCK 57 0 P L MAP ET Ps E 169 IN T -F OFFICE 0 THE KERN COJNTI' RECCRCER dna TA.KEA AS U L 13ASIS Oh BE41RIII6S 9HaNN 1EREON. LEGAL DESCRIPTION LOT 4 OF LOT LWE AOXIS MENT NO. 12-0133 AS PER CERRFIGIIE OF COMPLLWC£ RECORDED AUGUST 17, 2011 AS DOCUMENT NO. 6002121IJ697 O.R. IN THE OFFICE OF RIF KERN COUNTY RECORDER. ADDRESS 4401 BUENA MIA ROAD - EXIS77NG BUILDING 4,TU WEAN KSM ROAD - NEW ADMIN BINDING 4377 BUENA K5TA ROAD - NEW GRIEF St# PWT CENTER APN 524-260-31 U71uTY NOTE NOF hL 0RURIS WERE LO(AIFD BY FHLS' SURVEY AND SWANSON ENGHVEE4ING, WC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UMITF5 OR FACJLIDES NOT SHOWN OR FOR INFORMATION OBTAINED r X041 DOTI SOIINI ACREAGE FJZ ACRLS (6R05'S) 135 ACRES PSORSED) 4 r a b`i'. G NM11S OF L075 IT GpV57Ml T0V/ G Fs� 2 cVu r n AV f OVER-EXCAUA710N k 4GY :a OELKGA n --RU'RTY,i LE * -- � —LAN 55 x r.FGA ( I i I�I • HOSPICE I`d!E 1� `yo' Ix 1 "i, ar+ H® a �® ,. J \,,,, :.] ( - T•.v ,.✓ p w Y, c-lr' OROOF DcAe"✓' .>•, "o- 51 G• ur___ - FFMA PE Al : PELF ORAS x _ II, -.�C . ,!>. 07YMSPO S FR„'Y 1 5 y. a nln -^ Ff _ I. uk �r c E LIX'a, nN 'I "" ,`��7 rl d. N P �^ YTS =" „P� _ ADMIN AND C2 g51\ `NEWELDG B' ------ a 5a, �1 xI � ' GRIEF SUPPORT sp I y r / PROPERTY UNE � , s ; .W,il LM75 OF OfAYSTRUCTKX4/ y " 0EVO PON ;4 ,. ' 5766T,W N) �- P .�, S "11 DRA 4". C, - - } TO IT .,OLIN. MAdc IC ' PIA TSR 76HS a �s h r a a S +' i,'L; X111111 hill T 0 BENCHMARK TOP OF CONCRETE MONUMENT IN A L441PHOLE AT THE 504INE45T CORNER OF SECTION 1J-30126, MWG ABOUT 50 -FEET SOUTH OF THE RAILROAD /RACK ALONG THE CENIERUNE OF BUENA VISTA ROAD.) ELEVATION = 354. TJ (USGS TATUM) BASIS OF BEARINGS HE 3 A�Nr IDF KOOK 1J'E 4LOA '.HE NTERLINE D7 FUENI VISTA IDAE' 5 HO 'N ON af L_ P4✓I- 110 F PI A'i T 3 O (KI EC IN ROCK 57 0 P L MAP ET Ps E 169 IN T -F OFFICE 0 THE KERN COJNTI' RECCRCER dna TA.KEA AS U L 13ASIS Oh BE41RIII6S 9HaNN 1EREON. LEGAL DESCRIPTION LOT 4 OF LOT LWE AOXIS MENT NO. 12-0133 AS PER CERRFIGIIE OF COMPLLWC£ RECORDED AUGUST 17, 2011 AS DOCUMENT NO. 6002121IJ697 O.R. IN THE OFFICE OF RIF KERN COUNTY RECORDER. ADDRESS 4401 BUENA MIA ROAD - EXIS77NG BUILDING 4,TU WEAN KSM ROAD - NEW ADMIN BINDING 4377 BUENA K5TA ROAD - NEW GRIEF St# PWT CENTER APN 524-260-31 U71uTY NOTE NOF hL 0RURIS WERE LO(AIFD BY FHLS' SURVEY AND SWANSON ENGHVEE4ING, WC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UMITF5 OR FACJLIDES NOT SHOWN OR FOR INFORMATION OBTAINED r X041 DOTI SOIINI ACREAGE FJZ ACRLS (6R05'S) 135 ACRES PSORSED) 4 r a b`i'. G NM11S OF L075 IT GpV57Ml T0V/ G Fs� 2 cVu r n AV f OVER-EXCAUA710N k 4GY :a OELKGA n --RU'RTY,i LE * -- � —LAN 55 x r.FGA ( I i I�I • HOSPICE I`d!E 1� `yo' Ix 1 "i, ar+ H® a �® ,. J \,,,, :.] ( - T•.v ,.✓ p w Y, c-lr' OROOF DcAe"✓' .>•, "o- 51 G• ur___ - FFMA PE Al : PELF ORAS x _ II, -.�C . ,!>. 07YMSPO S FR„'Y 1 5 y. a nln -^ Ff _ I. uk �r c E LIX'a, nN 'I "" ,`��7 rl d. N P �^ YTS =" „P� _ ADMIN AND C2 g51\ `NEWELDG B' ------ a 5a, �1 xI � ' GRIEF SUPPORT SSI A' L v fiJ ,V. T ;q;,n �' r" � 70 NA VISTA RD 5 NEW BUILDING C" x. 5 a�reuENA,visTA RD - 1 55'", 4401 BUENA VISTA ROAD + a /. g,- r :S 9 ['I 5 FF -5525 ,' ;J,^ �" x RIGHT OF_ WA rPER� I. mAL w, .v \ 6 5 { '4y + I! D,� �:- '', FP 5476 '., - •, j III 0XVII NT 0;0705B4JJ OR. BAKERSFIELD CA - cz Y CB 53 I al „ z: NEW ADMIN BUILDING' APN: 524-280-31 As Fv1 16, 4325 BUENA VISTA AD ... --- aR FF -53 70 � ayc � � 5 � ... . , , ' o �, a. � 6.� �° 6� • -_ _-- of-rN TO ROOF GRAM --_. _2; -.-... . ay G y1 •: a ' S a 72 sSi ;l PyG ph s.?MOaJF % ti✓ DaNNseou 5 s E FP 53.2o yll 5J5D GGN Cz OPEN TRAIL RD. PS �.. , ARCHNEI C.�--° I __ r` • - '3 s?I :. -`� -�' - ^3 _ , - S , , \s2 TT'r 26 �. � vr� L i __.. .� A 'n', �•., ��/ I r-- ° '. ,.. ..a n. ..®.. y e A � y..:' Sg , -� i ; OV�uMt, 0713 29677 AOR. i moi. .. o .,.., ,.r -- eco .a,.. .... I. • z� I � '.: , . • ;,. •, ,,.,,: 1 c , ,. � ai 5R ��/ I I� j v -1 7 Its w. ABBREKanDNs' dr ,4 ,0 R0(.?< JrAn^, —; [Y' .2 -fit �� uVER-E XGA.. L:M, _IK dP ,' �, �" r ,� I x :, ,) I , nl .. n. of ..i ," .,rhl . , .a + ,'�. :y.6 n.. `-✓:. ". e-. x,"> ._„T” -rte .v " H�. ,I> 1 r£ Ek75PNG �,7 SR 'r";rOpc ,G 4, 3 -� '- ,r, AA"ro " dd'f I) :,$ ,... " S/ Ie. -I' i -d.. .? .acr,r.,w'Ac ,>.I :::_� �� _D =\ 9 �• -.,�., IVP. 7YPJCAL -;: EXlSnNC FIRE HYDRANT a,y of • + .I ',. s'S G -x ..... SG.. ,36 ,.:,.. b c ^ W. r , ,r o,p ", y4 ` `. , i ,�• ,_v� I UM/]S CY R7. FOUND yibVM� A._ ; 'A, - _ - - J E.fISBNG PONII7 POLE - x r v L v"cr+a CLWS7RUCIKM' Com• � - a � - / � BK BOOK L �� S I Lw75 IT 6YW mw7ml I n I F- S7TTS +2 cpl, �,8 d.aT CS a u,n m r ®v I9X SA 4 J S C 9 "K I ANu t � DfAILYIIILW c: 7 4 _ `�-'.k' ,^ e^ ✓ 6 G 5 PG PACE \ a 1 . e V - o, 51 ACCfSABt£ uARKrNG 5 �� C ¢54.50 LY25C DLL I Cgi30258 - - < ` CX6nvG STREET CIpIT xx- ".F�DE7A4S..-.-a ;y n, d9C A 2- ♦ .. .. .. � � 5.. 6 5 GVC e ' , rr, G�O.R. COX COUNTY OF KERN �•5' 1 - / SIE ARCHHFCNRAL I' _ C0.8 CITY OF BAKERSFIELD CONCRETE 1�2 5 ` \ CUNC ASWIAL PA IfMENi "Ol FOUND MONUMENT 4y' VhA� _ a 5435 L`ppCz 0 I� TO FINISH GRADE '- EXISIWC TRAFFIC 5/GN LS m I L A ( - C.O.B. Q NEW THRUST BLOCK PER 'lb' T✓P ® B� s �� EDEN OF PAVEMENT SH W DTAIL -2SHEETC4 C2; TOP OF CURB E FL r2ONLNE �� 'L r a -I 'dy FF FINISHED BOOR a NEA'SIAMfSE FOC O xw pe `' ' Gy MAf ° \ 3( I` fp RUSHED PAD A11 ..�'/ IP TOP OF PAIEMENl ap �Y NEW POST IIJDICATOR UAC 4£ l SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1501 OAK SIREE'ISUITE 111 BAKERSFIELD, CA 93301 (661) 33L-2741 (6611 34_27;2 EAS) sf.alphola,sociatn nom I :awn elat pocifi dors dus 7 . ; voi mels pmse h N al. ° 4 ELI leu e 1'PAl of D Atie i 5n nl p 11+rio she N opi h d zlo e, cik,s Nzou ] III I I I ip fill - Ile r Ili¢ pif I I :eI parel ar e: meal he , "'Moor 1 01 htl c I J There : rmm oI 5pnic cit ,inO c ns lu .mc 1.1 8 lepla ie OI kz. losirf ols E / nav 9 mTai / . � 68 GRADE BREAK s \ r v � rtP LJ .ca-. `� - cz 1' I T zn �N .< I a �' -` 5 hp a .- a 7 / U 1�Y " FS FINISH SURFACE ® NfW SfNER MANHOLE IV Y .r, 7N 1`n V6 0� 7� p p1.,p L ,. I� - 1 ,+ ' LS LANDSCAPE C'_ y wi, C\ 2 90 ®..� 1LLt SBK P4¢ r A; yG" l ; v qh NfW CYAN-OUT-TO-CRADE 1. ^ .� ih•,. rr(H ° °.•, " ` ,.;:ii I�,`i F r< ErE L ,: rLw o<WALL @ 1.1 '6 i .4 .ICTA 25 ,ErEn° a� \ ,r r� ) A �F - �_ L (EAMUDES CAP) y' 2018 av 15' J P ES c". z .�, "- ( Lc 4 P -A Y" Oro'✓f IF TOP OF FOOTNG ® NEW STORM DRAIN MANROfE (, D r e0p L7��- + fy,u V�{�o T _ - - ti A sfC 45 A , c, 4'L EX"SnNG STORM DRAIN UNE -W r d �� .I ;f �... > • - X - i NV V7 E naw c 53, - ` J ' • t" vv it : - - ._ - 11C,R 0T8, I01,1,'A'S� - �_ (E) SUiLDING � �„ *rx,v _ �,7=E— -- `� �`-a=te- ==-r ' g !E/ A:' _-,_ -., >� >_ �� - !n '------- EnsnNG WATE mnc w+f ....-._ ,' E s c WATER LME Les440' BUENA VISTA RD z /I �� --, / + t 1 EAISONG SEVER LINE FF ='354.02 ;y • ,! ' ._ - c:Lis sraN�ARD D 3 . —_. --Y-' Y , b - __--._ _- , FOUND z` Bc MnRK.., Rcf ry X,\ A C2 If,. P6,,, � .,PI LC1:Mry E, ., d o c�T r4 s- _ LfVA 'JN 3"400 X - X1 TWG FFNCEUNE r� EX151INC CAS !/NE 564 4 X _ I �� I + - —sELECTRICTNG nvc oVFm AD ELECTRIC LINE—_ __ >1 + -- E'er -_i i. __ {, J �. -..- - . .. - EAiSnNG PROPERTY LAVE EXIS77NG RIGHT -CF -WAY Q LPSANG CURB k CUTTER x, OSD �� NEW OR35 PVC STORM DRAIN LIVE 3 z rI. a g5 NiW SAWTARY SEVER ONE an k Q FVJ — NEW GRID C900 PUC FIRE WATER LINE 06 5i3.T it - } I � � � .�� CW — NEW DOMESTIC WATER UNE a SHEET INDEX �I LOT 4 OF LLA 12-01,33 + z 0z" AC10.4' a# AGO CI - GRADING PLAN C2 - GRADING DETARS "I : W = BASE/IZ` NAnIE 0 95A' C3 - .97E UALITY PLAN (6iFAE'NCE ox YJ -Fx 04 - U77UTY DEMOSl M1 ... m 4` CONC/12e NA Off PDX C5 - BNP PLAN -. - ,177 C6 - LNIOUnON PLAN C7 - WALL PLAN (REFERENCE ONLY) MISC. UTILITY NOTE CONTRACTOR TO CALL EOR USA LOCAT AND PGIHOLF ALL MARKED U17LIPES IN CUT AREAS VERTICAL AND HGRIZONIAL LOCAWON SHALL BE ASCERTAINED BY TH£ CONTRACTOR AHEAD OF ANY EXCA vAnONs TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CM4 ZICT WIN ANY UPLIAES IN Uff EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO RfDE90N THE AFFEC7E0 AREA. 4F RELLOA 77CN OF EXISTING UnunES 15 DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRU07E0 REZOCA77M N 774E £VENI A UTILITY IS DAMALED, THE CONTRACTOR SHALL BE HIM Y AFS"9&E FOR 175 REPAIR O 3r 33 34 zl 35 W 36 31 STOCKOAL 4. Y ' CANAL 1 �I O -i - I -- 8 10 1112 7 �1�� B / WHITE q h E?PJ j I z p L O 17 ✓� � 5 14 13 m 18 17 _c PROJECT 1y Q_ PAIVARA SITE LA.Nc --- - I 2B 27 26 ? 30a 19cCU7C ]H�W VICINTIY MAP N. T. S. EASEMENT RIMATT fLOWAUS ANO DRAINGE EASEMENT TO C08 PER DOCUMENT 01140.75504, OR RECORDED MARCH J7, 2014 4. "xy 111.11 1yv,.Vv cavmAcroR >a Aausr Au EnsnNc unuTr BOXESNAUL>s TO T'i /�}E',J GRADE 666 T�� ', OF WA 6 OF u' 6388, ELOC NO 010566172 OR s r/_4 RiGHT- 91 WA PER C� DOCUMENT 0207C584JJ, OR. _ I of _ r Ax aV x f�H rA 0 iE SEW4n.A)DN EP 7A5 I '- ' ✓ MEM1 .Z'3('Z981,,, 02 C' rrl HABITAT NOTE �Ii -'� k nL /APLED ?Cf 175E4 f r P4 „54..2 ALL CCW57PUCTOV ACWTT IRYUOLNG STAGING SHALL BE WYFMN THE LIMBS SHOWN ON THIS PLAN. COWOC70R SHALL OBTAW A COPY OF THE - +- OCLOGAW CLURWCE SURVEY TOR THIS PROIECT. i ,' y.x CONTRACTOR SHALL BY SOLEr CABLE AND VISTA RIDGE DR. _ k I RESPONSIBLE FOR FOLLOW THE RECOMMENLN710N5 E/ r "'7 K �, OF THE HMOGIC41 CLEARA,VCE SURVEY AND THE I j x >t N MRSOX?U NO STA , GING GRADING OR OTHER SHSRIN NCE 5f14LL OCCUR OU75/Of THE [/MRS /� -E „_— r 10 : r fi :: , SHOWN ON nls PLAN • x x ix - LE 1 = 4Ky),_� G ^ r + - I ... � �.' '� � x �' I 20 10 0 20 40 I'+ _ x - • ,, ,. w I x I I N "''kms._I�` �1/'•�A _-. A liiflll J 4 41 x GRADING PLAN _I SWANSON x 1 1 r sc' n ENGINEERING, INC. A ppp y 4 T 5500 Mrng Are., Sulfa ]!O , BVFerO]](JB p Leml e]r-awv. c<ecp e31 ]t - 4o29 sa o:r as 3�r, V7. h6.9-278 7."'JlOSS ,7 25-E, R � OBVO/N z'e:FOR E T oNrRcctRvs NO: f/9iON-3543' L +-- �p I o. 43C 2 Qs D'' Cl ul\ xyP �+ �TROF CAl1:0E� co I w Z HNA I I MA[�1N ADfvll\'ISTRATIOV BUILDI\G 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA IL•h awm FOB 10-16-2016 Rfl4s10B ER=M ION JOB 5382 C-1 PM GIF SHEET 1 OF 7 I SSI A' L v fiJ ,V. T ;q;,n �' r" � 70 NA VISTA RD 5 NEW BUILDING C" x. 5 a�reuENA,visTA RD - 1 55'", 4401 BUENA VISTA ROAD + a /. g,- r :S 9 ['I 5 FF -5525 ,' ;J,^ �" x RIGHT OF_ WA rPER� I. mAL w, .v \ 6 5 { '4y + I! D,� �:- '', FP 5476 '., - •, j III 0XVII NT 0;0705B4JJ OR. BAKERSFIELD CA - cz Y CB 53 I al „ z: NEW ADMIN BUILDING' APN: 524-280-31 As Fv1 16, 4325 BUENA VISTA AD ... --- aR FF -53 70 � ayc � � 5 � ... . , , ' o �, a. � 6.� �° 6� • -_ _-- of-rN TO ROOF GRAM --_. _2; -.-... . ay G y1 •: a ' S a 72 sSi ;l PyG ph s.?MOaJF % ti✓ DaNNseou 5 s E FP 53.2o yll 5J5D GGN Cz OPEN TRAIL RD. PS �.. , ARCHNEI C.�--° I __ r` • - '3 s?I :. -`� -�' - ^3 _ , - S , , \s2 TT'r 26 �. � vr� L i __.. .� A 'n', �•., ��/ I r-- ° '. ,.. ..a n. ..®.. y e A � y..:' Sg , -� i ; OV�uMt, 0713 29677 AOR. i moi. .. o .,.., ,.r -- eco .a,.. .... I. • z� I � '.: , . • ;,. •, ,,.,,: 1 c , ,. � ai 5R ��/ I I� j v -1 7 Its w. ABBREKanDNs' dr ,4 ,0 R0(.?< JrAn^, —; [Y' .2 -fit �� uVER-E XGA.. L:M, _IK dP ,' �, �" r ,� I x :, ,) I , nl .. n. of ..i ," .,rhl . , .a + ,'�. :y.6 n.. `-✓:. ". e-. x,"> ._„T” -rte .v " H�. ,I> 1 r£ Ek75PNG �,7 SR 'r";rOpc ,G 4, 3 -� '- ,r, AA"ro " dd'f I) :,$ ,... " S/ Ie. -I' i -d.. .? .acr,r.,w'Ac ,>.I :::_� �� _D =\ 9 �• -.,�., IVP. 7YPJCAL -;: EXlSnNC FIRE HYDRANT a,y of • + .I ',. s'S G -x ..... SG.. ,36 ,.:,.. b c ^ W. r , ,r o,p ", y4 ` `. , i ,�• ,_v� I UM/]S CY R7. FOUND yibVM� A._ ; 'A, - _ - - J E.fISBNG PONII7 POLE - x r v L v"cr+a CLWS7RUCIKM' Com• � - a � - / � BK BOOK L �� S I Lw75 IT 6YW mw7ml I n I F- S7TTS +2 cpl, �,8 d.aT CS a u,n m r ®v I9X SA 4 J S C 9 "K I ANu t � DfAILYIIILW c: 7 4 _ `�-'.k' ,^ e^ ✓ 6 G 5 PG PACE \ a 1 . e V - o, 51 ACCfSABt£ uARKrNG 5 �� C ¢54.50 LY25C DLL I Cgi30258 - - < ` CX6nvG STREET CIpIT xx- ".F�DE7A4S..-.-a ;y n, d9C A 2- ♦ .. .. .. � � 5.. 6 5 GVC e ' , rr, G�O.R. COX COUNTY OF KERN �•5' 1 - / SIE ARCHHFCNRAL I' _ C0.8 CITY OF BAKERSFIELD CONCRETE 1�2 5 ` \ CUNC ASWIAL PA IfMENi "Ol FOUND MONUMENT 4y' VhA� _ a 5435 L`ppCz 0 I� TO FINISH GRADE '- EXISIWC TRAFFIC 5/GN LS m I L A ( - C.O.B. Q NEW THRUST BLOCK PER 'lb' T✓P ® B� s �� EDEN OF PAVEMENT SH W DTAIL -2SHEETC4 C2; TOP OF CURB E FL r2ONLNE �� 'L r a -I 'dy FF FINISHED BOOR a NEA'SIAMfSE FOC O xw pe `' ' Gy MAf ° \ 3( I` fp RUSHED PAD A11 ..�'/ IP TOP OF PAIEMENl ap �Y NEW POST IIJDICATOR UAC 4£ l SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1501 OAK SIREE'ISUITE 111 BAKERSFIELD, CA 93301 (661) 33L-2741 (6611 34_27;2 EAS) sf.alphola,sociatn nom I :awn elat pocifi dors dus 7 . ; voi mels pmse h N al. ° 4 ELI leu e 1'PAl of D Atie i 5n nl p 11+rio she N opi h d zlo e, cik,s Nzou ] III I I I ip fill - Ile r Ili¢ pif I I :eI parel ar e: meal he , "'Moor 1 01 htl c I J There : rmm oI 5pnic cit ,inO c ns lu .mc 1.1 8 lepla ie OI kz. losirf ols E / nav 9 mTai / . � 68 GRADE BREAK s \ r v � rtP LJ .ca-. `� - cz 1' I T zn �N .< I a �' -` 5 hp a .- a 7 / U 1�Y " FS FINISH SURFACE ® NfW SfNER MANHOLE IV Y .r, 7N 1`n V6 0� 7� p p1.,p L ,. I� - 1 ,+ ' LS LANDSCAPE C'_ y wi, C\ 2 90 ®..� 1LLt SBK P4¢ r A; yG" l ; v qh NfW CYAN-OUT-TO-CRADE 1. ^ .� ih•,. rr(H ° °.•, " ` ,.;:ii I�,`i F r< ErE L ,: rLw o<WALL @ 1.1 '6 i .4 .ICTA 25 ,ErEn° a� \ ,r r� ) A �F - �_ L (EAMUDES CAP) y' 2018 av 15' J P ES c". z .�, "- ( Lc 4 P -A Y" Oro'✓f IF TOP OF FOOTNG ® NEW STORM DRAIN MANROfE (, D r e0p L7��- + fy,u V�{�o T _ - - ti A sfC 45 A , c, 4'L EX"SnNG STORM DRAIN UNE -W r d �� .I ;f �... > • - X - i NV V7 E naw c 53, - ` J ' • t" vv it : - - ._ - 11C,R 0T8, I01,1,'A'S� - �_ (E) SUiLDING � �„ *rx,v _ �,7=E— -- `� �`-a=te- ==-r ' g !E/ A:' _-,_ -., >� >_ �� - !n '------- EnsnNG WATE mnc w+f ....-._ ,' E s c WATER LME Les440' BUENA VISTA RD z /I �� --, / + t 1 EAISONG SEVER LINE FF ='354.02 ;y • ,! ' ._ - c:Lis sraN�ARD D 3 . —_. --Y-' Y , b - __--._ _- , FOUND z` Bc MnRK.., Rcf ry X,\ A C2 If,. P6,,, � .,PI LC1:Mry E, ., d o c�T r4 s- _ LfVA 'JN 3"400 X - X1 TWG FFNCEUNE r� EX151INC CAS !/NE 564 4 X _ I �� I + - —sELECTRICTNG nvc oVFm AD ELECTRIC LINE—_ __ >1 + -- E'er -_i i. __ {, J �. -..- - . .. - EAiSnNG PROPERTY LAVE EXIS77NG RIGHT -CF -WAY Q LPSANG CURB k CUTTER x, OSD �� NEW OR35 PVC STORM DRAIN LIVE 3 z rI. a g5 NiW SAWTARY SEVER ONE an k Q FVJ — NEW GRID C900 PUC FIRE WATER LINE 06 5i3.T it - } I � � � .�� CW — NEW DOMESTIC WATER UNE a SHEET INDEX �I LOT 4 OF LLA 12-01,33 + z 0z" AC10.4' a# AGO CI - GRADING PLAN C2 - GRADING DETARS "I : W = BASE/IZ` NAnIE 0 95A' C3 - .97E UALITY PLAN (6iFAE'NCE ox YJ -Fx 04 - U77UTY DEMOSl M1 ... m 4` CONC/12e NA Off PDX C5 - BNP PLAN -. - ,177 C6 - LNIOUnON PLAN C7 - WALL PLAN (REFERENCE ONLY) MISC. UTILITY NOTE CONTRACTOR TO CALL EOR USA LOCAT AND PGIHOLF ALL MARKED U17LIPES IN CUT AREAS VERTICAL AND HGRIZONIAL LOCAWON SHALL BE ASCERTAINED BY TH£ CONTRACTOR AHEAD OF ANY EXCA vAnONs TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CM4 ZICT WIN ANY UPLIAES IN Uff EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO RfDE90N THE AFFEC7E0 AREA. 4F RELLOA 77CN OF EXISTING UnunES 15 DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRU07E0 REZOCA77M N 774E £VENI A UTILITY IS DAMALED, THE CONTRACTOR SHALL BE HIM Y AFS"9&E FOR 175 REPAIR O 3r 33 34 zl 35 W 36 31 STOCKOAL 4. Y ' CANAL 1 �I O -i - I -- 8 10 1112 7 �1�� B / WHITE q h E?PJ j I z p L O 17 ✓� � 5 14 13 m 18 17 _c PROJECT 1y Q_ PAIVARA SITE LA.Nc --- - I 2B 27 26 ? 30a 19cCU7C ]H�W VICINTIY MAP N. T. S. EASEMENT RIMATT fLOWAUS ANO DRAINGE EASEMENT TO C08 PER DOCUMENT 01140.75504, OR RECORDED MARCH J7, 2014 4. "xy 111.11 1yv,.Vv cavmAcroR >a Aausr Au EnsnNc unuTr BOXESNAUL>s TO T'i /�}E',J GRADE 666 T�� ', OF WA 6 OF u' 6388, ELOC NO 010566172 OR s r/_4 RiGHT- 91 WA PER C� DOCUMENT 0207C584JJ, OR. _ I of _ r Ax aV x f�H rA 0 iE SEW4n.A)DN EP 7A5 I '- ' ✓ MEM1 .Z'3('Z981,,, 02 C' rrl HABITAT NOTE �Ii -'� k nL /APLED ?Cf 175E4 f r P4 „54..2 ALL CCW57PUCTOV ACWTT IRYUOLNG STAGING SHALL BE WYFMN THE LIMBS SHOWN ON THIS PLAN. COWOC70R SHALL OBTAW A COPY OF THE - +- OCLOGAW CLURWCE SURVEY TOR THIS PROIECT. i ,' y.x CONTRACTOR SHALL BY SOLEr CABLE AND VISTA RIDGE DR. _ k I RESPONSIBLE FOR FOLLOW THE RECOMMENLN710N5 E/ r "'7 K �, OF THE HMOGIC41 CLEARA,VCE SURVEY AND THE I j x >t N MRSOX?U NO STA , GING GRADING OR OTHER SHSRIN NCE 5f14LL OCCUR OU75/Of THE [/MRS /� -E „_— r 10 : r fi :: , SHOWN ON nls PLAN • x x ix - LE 1 = 4Ky),_� G ^ r + - I ... � �.' '� � x �' I 20 10 0 20 40 I'+ _ x - • ,, ,. w I x I I N "''kms._I�` �1/'•�A _-. A liiflll J 4 41 x GRADING PLAN _I SWANSON x 1 1 r sc' n ENGINEERING, INC. A ppp y 4 T 5500 Mrng Are., Sulfa ]!O , BVFerO]](JB p Leml e]r-awv. c<ecp e31 ]t - 4o29 sa o:r as 3�r, V7. h6.9-278 7."'JlOSS ,7 25-E, R � OBVO/N z'e:FOR E T oNrRcctRvs NO: f/9iON-3543' L +-- �p I o. 43C 2 Qs D'' Cl ul\ xyP �+ �TROF CAl1:0E� co I w Z HNA I I MA[�1N ADfvll\'ISTRATIOV BUILDI\G 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA IL•h awm FOB 10-16-2016 Rfl4s10B ER=M ION JOB 5382 C-1 PM GIF SHEET 1 OF 7 CONCRETE WALK,r1 24" WHERE OCCURS ` - SLOPE /R 112"' R=1. 5X (I' DEPRESSOR) MAX CUTTER CROSS SLOPE AT A CURB RAMP. 1 ,-� 16" CURB AND GUTTER 23" TO 24' C5V7ER 70 CENTER SPACING O O O O O O N07ES. 1. DOMES APE TO MEET ALC A.D.A. REOVREMENIS 2 NO GLUE DOWN DOMES ARE TO BE USED. R=7/2" r A.IT PAVEMENT 2 AGG. BASE NOTE' CLASS T CONCRETE (5 1/2 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE AS EA. 15' POUR ON COMPACTED SUBGRADE RAISED TRUNCATED DOME PATTERN ON-LINE) DETECTABLE WARNING SURFACE 5 TRUNCATED DOMES EXPAN-70N DONT AT SIDEWALKS CONCRETE WALK, ice„ WHERE OCCURS 1 FINISH GRADE I �' 2 � 16" CONCRETE CURB v� 6WHEELCHAIR RAMP C2 PAVEMENT CL 2 AGO BASE NOTE..- CLASS T CONCRETE (5 1/2 SACK) EXPANSION BUNTS EA JO' WEAKENED PLANE JPS EA. 15' POUR ON COMPACTED SUTMALLE 59 MAX SLOPE FOR 48" /N TOP OF RAMP THE DIRECTION OF IRAAZ ROUNDED 4'-0" MIN 6" 8.338 MAX SECTION A -A 1. 711E SURFACE W THE RAMP SMLC NAVE A TRANSVERSE EAROOMEO SURFACE TEXTURE ROKBE'R THAN PIE SWIG OINC STEW. 2 T UMINFONS FROM RAMPS M WANKS CUTTERS OR STREETS W&L LE FLUSH NO FREE OF AIRLIFT GIAWS d CUSS :i OMMETE (5A 5401 POUR M 024FACTED S'UMoxOE CHRISTY U21 CATCH BASIN WITH CHRISTY WELDED STEEL GRATE, MODEL U21 -HT, OR APPROVED EQUAL. GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. PUBLIC UTILITY AND SIOEWALK EASEMENT PER DOCUMENT RIGHT-OF-WAY PER CLASS "3' 0213029818, OR. ORDIAWNT 0213029077, CONCRETE 7� OR, � �_ 24 r CONSTRUCT CONCRETE APRON 10 15• 11' 55' ALL AROUND WHERE C.B. IS W77ITN A.C. PAVING, OR CONCRETE GUTTER. NEW WALL (E) BERM � 588T SAND BACKFILL, (E) SIDEWALK 38T r 77� I COMPACTED TO 90R FG (E) [�OUNO y (E) CURB CLASS '3• &GUTTER CONCRETE CONTINUOUS RUBBER WATERSTOP (TYP.) NOTE.' GRATE TO BE VANDALPROOF. IN FOOT TRAFFIC AREAS; GRATE TO BE ADA COMPLIANT SECTION A SCALE' 1"=fD' TIE K L 48" UNLESS SPECIFIED OTHERWISE 24' 24" U NOTE CLASS T CONCRETE (5 1/1 SACK) EXPAIii JO'NTS EA. 40' WEAKENED PLANE JTS EA. 20' 4'V -GUTTER AQIE CLASS T CONCRETE (5 1/2 SACK) £XPAN90 VN75 EA. 30' A£AKENED PLANE ITS EA 15' CONCRETE CHANNEL 0 0 CHRISTY V-12 DRAIN I NOTE DRAM M BE MODEL 42-71W, AOA COMPLIANT CRA IF GRATE TO BE WIL)ACPROOf. MOW STRIP N NOTE, CLASS J' CONCRETE (5 1/2 SACK) EXPANSION KA'NTS EA 30' WEAKBNED PLANE JPS EA. 15' POUR ON COMPACTED SUBCWADE YW ` f 4" DRAIN THROUGH BOTTOM I A RRATURCEb CONCRETE DUAL PURPOSE 808 DESIGNED FOR EITHER LIGHT PURPOSE DRAINAGE INSTALLATIONS OR ENCLOSING SEWER CLEANOUTS IN FOOT TRAFFIC AREAS TAPERED SHOULDERS PREIENT SETTING NOTCH ACCOMMODATES UP TO APPROXIMATELY 4" 0.0. PIPE OR DRAIN TILE APPROXIMA IF DIMENSIONS AND WEIGHT SHOWN. ORDER/NG CODE CATCH BASIN APPROX SHIPPING ALIGHT DRAIN BOX. RIGHT-OF-WAY PER BOX 34 NO. V01 BOX DOCUMENT Vl1 ct Lu CL SALES. 0207058433, OR. N07E' INSTALL IN 4" THICK CONCRETE BASE BUENA VISTA PROPERTY UNE 11.75• 2 /2 Y. T/q 1 �I I y O �(E ROAD I NEW BALLING ADMINISTRATION BUILDING 9" I (E) CURB SWAGE - - FINISH FLOOR CZ (E) AC PA VAR I MOACURB Ll 10 THE WORK EI(RACED IN HERE SHALL BE IN ACCORDANCE NDA THE STANDARD AS -� � I O- THE STATE OF CALIFORNIA DEPARTMENT E' DAZED JON201.E INSOFAR AS TI/£ INSOFAR THE O 0 2B AN C4°EA' STREET PERMIT SHALL /7E f7R01/ FATS OF BACCEPT 1. ALL GRADING SHALL CONFORM TO 771E C/TY Of BAKCRSBf[O ORDINANCES AND STANDARDS SANE MAY APPLY /N ACCORDANCE Nf]N THE NOES HEROIN. IN CASE OF COWLCT W7)N TINE ES HERON TRY STANDARD VEORLD 770JVS AND ANY NOTES � O i PER950 AMC W<d4KS DfPM7MENT fC64 MY MCRh' PERfO4ME0 N77HlN EMSONC ACCEPTED M D SECTION B HEREON, THE N07ES HEREON SHALL TAKE PIECE-&WQF OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS: SA/D SPECIECA7701 SHALL AP/LY BUT 61060 ER, IS NOT COMPETENT 70 SUPPORT 07HER SOY OR STMA77URfS OR TD SATISFACTORILY PERFORM ANY 07HER FUNCTIONS FOR NAM B/E SGL IS IN)EWD, STREET R/0HT OU WAY. UNLESS SECURED BY A StROMSION ACREDWATT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WIN PERFORMED NTNIN RIGHT OF WAY NOT BE LIMITED TO THE F&LONNG AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE O- A PERMIT. SCALE 1"=10• A) ALL CONCRETE SYfALL BE CLASS "Y USING TYPE V CEMENT AS IN ACCORDANCE NTN ,i V01 -71C 19. lF 771E PROECT lS STER"T 70 771E PROVISCWS OF THE NATIONAL POLLUTANT PURVIEW. SFC77ON 90 AND SHALL HAVE AT LEAST 2500 PS COMPRESAVE STRENGTH AT 28 GAYS UNEVEN FEATURES WHICH MOULD TEND 70 PREVENT UNFORAM COWAICAMI BY THE EQUIPMENT TO BE DSp1ARGE LUMINAMN SYSTEM (NPOES), A NOTICE OF INTENS (NUJ 70 COMPLY NTH UNLESS OT HERNSE .SPECIFIED. USED. MOST& AND COMPACT 70 AT LEAST 908 QU THE MAXMIUN DINS7Y PER ASTM D1557 UNLESS YW ` f 4" DRAIN THROUGH BOTTOM I A RRATURCEb CONCRETE DUAL PURPOSE 808 DESIGNED FOR EITHER LIGHT PURPOSE DRAINAGE INSTALLATIONS OR ENCLOSING SEWER CLEANOUTS IN FOOT TRAFFIC AREAS TAPERED SHOULDERS PREIENT SETTING NOTCH ACCOMMODATES UP TO APPROXIMATELY 4" 0.0. PIPE OR DRAIN TILE APPROXIMA IF DIMENSIONS AND WEIGHT SHOWN. ORDER/NG CODE CATCH BASIN APPROX SHIPPING ALIGHT A SECTION A BOX 34 V07 DRAIN BOX (8"LD X U2 - 48 PER PALLETI tE l F �rr c > Vl1 ct Lu CL _i,C2 BSECTION B 2 C-2 SHEET 2 O 7 T/q 1 V Z � I y O Q e NCA - PROFIT HOSPIC_ ADMINISTRATION BUILDING CZ GRAD/NG NOTES 10 THE WORK EI(RACED IN HERE SHALL BE IN ACCORDANCE NDA THE STANDARD AS 19. CLEARING AND G - REMOTE ALL DEBRIS, AS METAL, TRASH, O- THE STATE OF CALIFORNIA DEPARTMENT E' DAZED JON201.E INSOFAR AS TI/£ INSOFAR THE BO L 00666 UN SUBSTANCE$ AND UNSUITABLE SOY AREAS 0 bF L A 7& MEAS TO,I GRADED. 2B AN C4°EA' STREET PERMIT SHALL /7E f7R01/ FATS OF BACCEPT 1. ALL GRADING SHALL CONFORM TO 771E C/TY Of BAKCRSBf[O ORDINANCES AND STANDARDS SANE MAY APPLY /N ACCORDANCE Nf]N THE NOES HEROIN. IN CASE OF COWLCT W7)N TINE ES HERON TRY STANDARD VEORLD 770JVS AND ANY NOTES UNWI SOLOTHERI WADABLE UMS!/lTA%E SOY IS SOL ]HAT, IN 771E OW/AQN Of THE BUILDING pTICYgL SOIL [NpNEER O4 FANO E SO PER950 AMC W<d4KS DfPM7MENT fC64 MY MCRh' PERfO4ME0 N77HlN EMSONC ACCEPTED M D PERTAINING THERE70 (CALIFORNIA BUILDING CODE, 2016) AND SHALL BE SUPERFUSED AS ENCIDEMO GRADING IN ACCORDANCE NTH CITY OF SAKERS7ED ORDINANCES. HEREON, THE N07ES HEREON SHALL TAKE PIECE-&WQF OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS: SA/D SPECIECA7701 SHALL AP/LY BUT 61060 ER, IS NOT COMPETENT 70 SUPPORT 07HER SOY OR STMA77URfS OR TD SATISFACTORILY PERFORM ANY 07HER FUNCTIONS FOR NAM B/E SGL IS IN)EWD, STREET R/0HT OU WAY. UNLESS SECURED BY A StROMSION ACREDWATT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WIN PERFORMED NTNIN RIGHT OF WAY NOT BE LIMITED TO THE F&LONNG AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE O- A PERMIT. 2 THE DES/GN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CON57R000N TO INSURE COMPIANCE WN THE PLANS SPEGF7CA77OVS AND CODE WTHIN HIS A) ALL CONCRETE SYfALL BE CLASS "Y USING TYPE V CEMENT AS IN ACCORDANCE NTN 10 AREAS 70 RECfIIS ALL SHALL 77 SCARRED SUR SIX INCHES ORAS BUT; MENDED S THE SHL REPORT, WdaEV£R /5 CWEA7ER, UNTIL THE SURFACE IS f77Ef FROM BUT; HUMMOCWS' OR OTI1LR 19. lF 771E PROECT lS STER"T 70 771E PROVISCWS OF THE NATIONAL POLLUTANT PURVIEW. SFC77ON 90 AND SHALL HAVE AT LEAST 2500 PS COMPRESAVE STRENGTH AT 28 GAYS UNEVEN FEATURES WHICH MOULD TEND 70 PREVENT UNFORAM COWAICAMI BY THE EQUIPMENT TO BE DSp1ARGE LUMINAMN SYSTEM (NPOES), A NOTICE OF INTENS (NUJ 70 COMPLY NTH UNLESS OT HERNSE .SPECIFIED. USED. MOST& AND COMPACT 70 AT LEAST 908 QU THE MAXMIUN DINS7Y PER ASTM D1557 UNLESS THE TERMS OF THE 401 PEAAIIT TO DISCNMGE STORM NA7ER ASSOCIATED WN 3 IRE SOL ENGNEER, DESIGN ENGINEER, AND BUILDING 0MCAL SHALL BE NOTTED 48 HOURS PRIOR TO PLACING ANY MATERIAL B) ASPHAL PC CONCRETE SHALL BE TYPE $" 1/2' MAMMON, MEDIUM GRADLO AND OTHERNSE SYCEED. CONSTRUCTION ACTIVITY (NV ORDER NO 1009-Gq9-0147 AS AMENDED BY ORDER NDE DER DER N 20097-- /NTIMATEL Y MIXED NIH 5-658 ASPNAC L NO R.A.P. (RECLAIMED ASPHALT PAVFMENTJ SHALL LLL fNpNEERfO TCC MATERIALS SHOULD BE PLACED IN THIN LAYERS ([ESS THAN EOHT INCHES 2010 -DUCTION 77 AND ORDER 2 MUST BE FILED STATE Wq OR RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGNNING OF ANY 4. CONTRACT OR AGREES THAT HE SHALL ASS/NE SOLE ANO COMPLETE RESPONSIBILITY FOR JOB 5']E BE USED. ASPHALT SWA[L BE PERFORMANCE GRADE PG64-10 UNCOMPAC7E0 IH/GYNf55'J, BROUGHT 70 NEM THE OPTIMVN MOISTURE CONTENT OR 70 A MgSNRf CONSTRUCTION ACRNIY COMPLIANCE NIH THE CEN£AAC PERMIT REQUIRES THAT A S70RM COVIGNIONS DURING THE COURSE OF CONSTRUCTICW OF THIS PROXCT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, Pool THIS REOUIREMENT SHALL APPLY CON71NUOUSLY AND NOT BE LIMITED 11. SWANSON ENGNEER/NG SHALL NOT BE RESPONSIBLE LIR LIABLE FOR UNAUTHORIZED CHANGES T0, CONTENT COMMENSURATE NIH EFFECTIVE CWPACTION AND SOL STABILITY, AND COMPACTED TO A MIN/MUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METN07 01557 WATER POLLUTION PR£IENPON PLAN (SV PP) BE PREPARED, CONTINUOUSLY CARRIED GV/T, TO NORMAL ROMANS HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INOEMN/FY AND HOLD THE OR USED OF, 7HESE PUNS ALL CHANGES 70 THESE PLANS MUST BE APPROIED, /N wGING BY E AMILAflT FO MD ALWAYS Bf AVAILABLE FOR PUBVC INSPEC710N WRING NORMAL CONS7RUCRCW G NORMAL ECCID) OMER, ARCHITECT, AND THE ENGNEER HARMLESS FROM ANY UARTITY, REAL CR ALLEGED, /N SWANSON ENGINEERING 22 CUANVIRS FOR EARTIIWDRK HOURS WASTE RBCARON (X NUMBER NUMBER& HAS BEEN ISSVfO CONNECTION NTH 7Nf PERFORMANCE OF WORK THIS POR ECTTHE EXCEPTING FOR LIABILITY ARISNC BY THE STATE WATER RESOURCES BOARD FOR INNS MOLIOR FROM THE SOLE NfCLCENCf OF THE DOER, MG1/7ECT, OR THE ENGINEER. C 12 ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE PRELIMINARY SOLS REPORT, MADE A PART HEREOF, PREPARED BY SOLS ENGINEERING INC, FILE N0. D EXCAVATION - 6,500 CY. EMBANKMENT- 5,500 C.Y. 30. 24 HOUR NOTICE PRIOR 70 THE START OF ANY PHASE OF CONSIAUCROY, THE CITY 5 SHALL CONTACT ALL COMPANIES NTH PRIOR GRADININCNC CONTRACONSTRUCTION C61, FEBRUARY 21, TIRED FOR THE HOFMAN HOSPICE T IAD CON57RUCTI0W INSPECTION SECTION SHALL BE 67WN AT LEAST 24 HOW NOTICE THE BEGNG ROUNFACTUDES SE OF ALLL UNDERGROUND CPHONE,/ELEC AND WERIFY 771E COG PON TIEPIN OF ALL UNDERGROUND FACILITIES LIVING HEAL IH FAC) VENA VISTA IN SA ERS7ON BUENA ASIA ROAD IN CALIFORNIA' AN UPDATE CE77LF AN UPD TE LETTER QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGNEER MAKES NO WARRANTY OF THE SECTION MAY BE NOTIFIED AT (561) 326-3049. IN TE INCLUDING TELEPHONE, B MID LINE WATER, SEWER, O( AND GAS LINES THE ENGINEER ASSUMES D AN GA RESPONSE BURIED CINES NOT IED ON THE PLAN OR F04 /NFORMAPON OBTAINED FROM OLS EN IN PREPARED BY SOLS ENGINEERING DATED NNE S D S AND ALL ADDENDA THERETO R CASE CIS A 01a AND CONFLICT BETWEEN THE PUNS, SPECIFICATIONS AND SOLS RECOMMENDATION$ THE MORE S7Rll✓GENT ANTIgPA70 SNFINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE O/MRRES TO BASE INS BID ON THE GRADING PLAN DOES NOT N£CESSARKY INDITE A BALANCED STE. �' COMPACTION TEST NOTE - COMPACTION 1E575 SHALL BE THE R£SPONS&LIIY QU THE URGES CU7SDE SOURCES (USA - 1-800-642-2444) -244 REQUIREMENTS SHALL TAKE PREGDENCE. OUNNEACTOR STALL IF S&E FOR IMPORTING MAMRIACS IRON AN OT -.ATE LOCATION ffi��A�y�/�INACTOR. THE AU4iMR AND LOCATION OF REQUIRED TESIS OR EXPORTING EXCESS MAMMAL TO AN 01 LOCA71A AS NEEDED. SHALL aF DETERMINED BY THE CITY ENGNEER. 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL MEAS TO + OR - 0.10 13 PRIOR TO COMMENDING COWS7RUCRI N, CONTRACTOR VALE P07HOLE ALL UTILITIES THAT WILL IF FOOT. CLL AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF TOLERANCE AFTER ATMOMO BY 1H/5 CONSTRUCRON TO DETERMINE 6 ANY UNITY CPO ROTS EXIST. ANY U7ll/TY I S AND REM771VS O 13 COl7RACT04 7n tfRIFY DIMENSIONS AND ELEVATIONS OF EXISIINO /MPROVEMfN75IN TIETECD ROI Ar V7 J2. ANY PUBLIC FACILITIES IN THE STREET TIGHT -OF -WAY WTHIN THE PROPERTY COMIPACPNG AND COMPLETION OF GRADING THE CONTRACTOR SHALL RETURN AND CORRECT THE CONRJC75 SHALL BE BRIXTGYT TO THE AT7 ARIION O- THE ENGNEER SO THAT DESIGN EHANCES CAN EIN BEFORE PROCEEDING NTN IWRK ANY FULL 7PGCT EM FROVTAf£ NIGH ARE $U@STANDARD OR OAMAC£0 W(L REO/lRE RECYdNS'IAUCDON OR GRADING AT NO COST TO THE OWNER BE MADE PRIOR TO THE START OF CONSTRUCTION. /Mf4ROlEMEN75 SHALL BE BROUGHT 7D DIE A77EVTION O- THE ENGINEER BEFORE PROCEEDING W7H B REPAIR AS DETERMINED BY THE CITY ENGINEER. ANY MOR,K. 7 THE CONTRACTOR SHALL WATER AS REWIRED DURING THE GRADING OFIRA77ONS TO PREVENT THE 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS U VNORGROIND .SERNGE ALERT SHALL BE CONTAClEO IWtl (2) WORKING DAYS PRIOR TD OCCURRENCE OF A DUST NUISANCE AND SHALL PROJECT CURBS AND OTHER OBdCIS NNI(W ARE TO REPORT SHALL BE PREPARED BY THE SUL ENGINEER 24. SUHDING PAD PREPARATION' EXCAVATE EARTH AM MRlAL TO A MINIMUM DEPTH Of TXV (1) FEET COV57RLIC270V (1-800-612-1444). REMAIN DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNITED AIR POLLUTION BELOW THE BOTTOM OF THE LOWEST FOUNDATION ELEVA770V IN EACH OF THE PROPOSED STRUCTURE CONTROL D/STR/CT REGULATIONS 15 THE SOC ENGINEER SHALL REAEW ALL EXCAVATIONS PRIOR TO RACKRUJNG AND SHALL BE AREAS 7HE BOTTOM OR THE EXCAVATION SHALL BE RENEWED BY 7NE ENGNEER OR HIS NOTITED OF ANY ITEM ENCOUNTERED DURING THE LRAO/NG OPERATIONS THAT MIGUF AFFECT ,SOC REPRESENTA77VE PRIOR TO ANY BACKFILL OPERATIONS THE TDP TWELVE INCHES OF MATERIALS 8. EXCAVATOR - EXCAVATION SHALL CONSIST OF ALL EXCAVATION /NAXVED Al GRACING THE FOUNDATION STABILITY SO THAT RECOMMENDATIONS CAN BE MADE BY THE SOC ENGNEER. EXPOSED AT THE BOTTOM OU THE EXG M PON SHALL BE SCARRED AND COMPACTED 70 A MINIMUM PROECT AS SHORN CN THE PUNS DIS SHALL INCLUDE EXPORTING MAIERIAC TO AN OFF 517E OF 90 PERCENT Of ASTM 01557. MOISTEN EXCAVATED AND IMPORTED SOLS To NEAR THE OPTIMUM LOG PON, AS REQUIRED 16. CUT AND FILL SCOPES NEARER IRAN TVE FEET FROM THE BUILDING FOUNDATIONS SHALL NOT BE MOISTURE OR TO A MDISOAT CONTENT CONSISTENT NTH EFFECTIVE COMPACTION AND SOLS STABIUFY. STEEPER THAN 5.' 1. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 21 FOR SLOPES FARTHER COMPACT MOISTENED SOILS TO A MIN/MUM OF 90 PERCENT OF THE MAXIMUM DENSITY 09TAINED BY 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONS7RUCTING EMBANKMENTS THAN FIVE FEET FROM FOOTING CINES AS7M TEST METHOD DUST WORK 70 LINES AT LEAST TVE (5) FEET BE)OW THE W7SIDE LOGES OF WITIO/NG FIE PREPARATION OF AREAS WERE THEY ARE TO BE PLACED, THE CONSTRUCTION OF EXTERIOR FOOTINGS AND TW FEET BEYCWO PA 1,151 LODES; EXCEPT )WERE EXCAVATION MAY OIKES NIMH OR OUTSIDE THE CONSTRUC7/ON AREA, THE PLACING AND COMPAC77VG OF APPROVED 17 ALL SLOPES GREATER THAN THREE FEET IN VERTICAL BECH7 SHALL BE PREPARED AID UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES MATERIAL MICA THE CON57RUCPCW AREA NffRE UNSUITABLE MATERIAL HAS BETH RimozzI, AND MAINTAINED TO PRE]ENT EROSION. PIE PLAGNG AND COMPACTING OF EABANKAIENT MATER/AL IN HOLES PITS AND DEPRESSIONS IT SHOULD ALSO CON57ST OF PREPARING SUB -GRADE AT THE GRADING PUNS, CONFORMING TO THE 16 IMPORTED FILL AMAIER& SHOULD CONSYST OF ESSENTIALLY GRANULAR, SILTY SANDS WTH LOW 25 PAVEMENT MO FU IWTRK AREA PREPMATi GROUND STRFACES TO RECE7If CONCRETE DRIVEWAY AND &TUMINOUS PAVEMfN75 SHOULD OF SCAId'TED AND COMPACTED TO A MINIMUM 017H GRADE TOLE-ANCE, DOING NECESSARY PLONNG OR BfNCN/NG, IMPORTING OR EXPORTING, PLACING AND EXPANSION POTENTIAL AND FREE OF GRASSES NEDIS ROCKS LARGER THAN TIN) ININES IN DIAMETER, OF 121ND)i BELOW 7HE GRAONC PLANE IN CUT AREAS OR TO 11 INCHES IN AREAS 70 REGSW COdMPACPNO MA7ER/AL TO THE UNE AND G'RAO£S SHOWN ON THE PLANS ALL EMBANKMENT DEBRIS AND SOLUBLE SULFA7ES IN EXCESS OF 200 PARIS PER MILLION. IMPORTED TLC SHOULD FILL ENGAIDT O FILL PLACED IN PROPOSED PA IEAIENT ARE45 MOULD BE COMPACTED TO A MIN/MUM CONSTRUCTOR SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE. CONTAIN SUERCTENT SL AND GAY BINDER TD RENDER THEM STABLE IN FOOTING TRENCHES AND OF 90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557, AND SHOULD CAPABLE QU MAINTAINING SIEGTED BLEW TON TOLERANCES DURING PAVING OWERATIOVS - EXTEND TO A MINIMUM O- 7W7 FEET RE )OND THE 47810E EDGES OF PAVEMENT IMPORTED SOILS SHOULD ALSO MEET PIE FOLLONNG QWMRNA: 26. ACL TRENCHES AND EXGYATIOWS SULI BE CONSIRUC7ED IN S7RrCT COMPLIANCE NIH THE APPLICABLE C&IFORAM AND FEDERAL OSHA. REOF/RfMEARS AND OTBER APPUCA&E SAFETY A) MAXIMUM X PASSING j207 SIEVE....... 40 ORUNANCLS CONTRACTOR SHALL BEM FULL RESPONSIBILITY FOR TRENCH SHORING DES'DW AND 8) MAXIMUM LIQUID LIMIT ............. 40 INSTALLATION.. MYTRAC76RS SHALL DBTNN APPLICABLE OSHA, PERMI75 MIEN MORO&AV MUST C) MAXIMUM PLASTICITY INDEX .......... 14 ENTER TRENCHES GREATER THAN FIVE FEET. .......... 50 D) MINIMUM EXPALUENSION N INDEX EJ MAXIMUM EXPANSION INDEX.......... 10 27 MAXIMUM .SCOPE RATIO FROM BACK a' SIDEWALK TO FACE O- WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEH/ND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X AL MRNAThi Y, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER MENUS TO PREVENT EROSION ONTO THE SOEWAUT YW ` f 4" DRAIN THROUGH BOTTOM I A RRATURCEb CONCRETE DUAL PURPOSE 808 DESIGNED FOR EITHER LIGHT PURPOSE DRAINAGE INSTALLATIONS OR ENCLOSING SEWER CLEANOUTS IN FOOT TRAFFIC AREAS TAPERED SHOULDERS PREIENT SETTING NOTCH ACCOMMODATES UP TO APPROXIMATELY 4" 0.0. PIPE OR DRAIN TILE APPROXIMA IF DIMENSIONS AND WEIGHT SHOWN. ORDER/NG CODE ITEM APPROX SHIPPING ALIGHT DESCRIPTION F08BOX BOX 34 V07 DRAIN BOX (8"LD X U2 - 48 PER PALLETI tE l F �rr c > Vl1 ct Lu CL V01 -71C : GRATE 12 CAST IRON 12 V01 BOX (STANDARD) -ETCHED POLYPROPYLENE FACE -FACE ANCHORED IN CONCRETE -ULTRA-VIOLET INHIBITOR -EXCEEDS ASTM -01693 STANDARDS FOR ONABONMENTAL STRESS CRACKING RESISTANCE M/TIG PON MEASURES 1. PALEONRllIXXCAI MONITORING SHALL TAKE PUCE OURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXGVATIOVS Of SX FEET BELOW GROUND SURFACE OR 07EA7ER WTHIN THE PROECT SITE. SPECIFIC MEASTRES INCLUDE THE FOLOWNG - ASAOV A PALEOW70LOGCAL MONIRR, TRAINED AND EQUIPPED 70 ALLOW THE RAPID REMOVAL OF FOSSILS NTH MINIMAL CONSTRUCTION OELAY, TO THE SIE FULL -DME DURING THE INTERVAL OF EARTH-&STUB&NG AC7707i - SHOULD FOSSILS BE FOUND WNN/N AN AREA BEING CLEARED 0? GRADED, DIVERT EARTH -DISTURBING A077471E5 ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SAL VALE. lF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE TND. - PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR DOCUMENTA PON IN 771E SUMMARY REPORT AND TRANSFER TO AN APPROPRIATE REPOSITORY. - SUBMIT A SUMMARY REPORT TO THE CITY OF BMERSI7ELD. TRANSFER COLLECTED SPECIMENS NTH COPY OF REPORT TO THE REPOSITORY 2 IF HUMAN REMAINS ARE MCOJNMR69 ON THE PRO.ECT .SIT£ THE KERN COUNTY CORONERS OT7CE SHALL BE CONTACTED WDAN 14 HOURS OF THE TND, AND AL( WORK IN THE IMMEDIATE VICINAY SHALL BE HALTED -UNTIL A CLEARANCE IS GIVEN BY THAT OFFICE AND ANY 07HER INVO IEC AGENCIES J CONSTRUCTION ACMRES ASSOCIATED NTH DEVELOPMENT OU THE MOECT SIE SHALL BE IN CONFORMANCE NIH S£CRON 922050 OF THE CITY OF BAKERSTELD MUNICIPAL COOE WMGH LIMITS OINS77NACRON 70 THE HOURS OF 6 AM. TO 9 P.m 05' WEEKDAYS AND BETWEEN 8 AAL AND 9 P.M. ON WEEKEND$ WHET£ CONSTRUCTION OCCURS CESS THAN 1,000 FEET FROM RESIDENCES 4. MTRUC77ON EQUIPMENT SHALL BE EQUIPPED NTH MUFFLERS AND MAINTAINED IN ACCORDANCE WTH THE EQUIPMENYS FACTORY SPECITCATIONS DURING COVS0107TON ACTII47IES, THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE OYSIE. 5 SHi ANY UNKNOWN O7OROIS OR DISCOLORED SOL OR 07HER POSSIBLE HAZARDOUS MA MRIALS ARISE OIRING ANY PART OF THE TESTING GRADING OR COWSTRUCPON ON THE RROECT SITE, ALL NORK SHALL STOP IMMEDIATELY UNTIL THE PROPER AUTIIOR TES ARE CONTACTED AND ALL APPROINAM MIPCA7701V FACTORS ARE COMPLETE. GRADING DETAILS SWANSON ENGINEERING, INC. Nme WOO Ming pw.. SNH 250 .. 9akr�MlO. Cp 0.T.XIB e: (em) ear-wre: neer) Wr-�eze 6.9-278 CITY RECORDS NO.: SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE Ill BAKERSFIELD, CA 97301 (661) 33-2741 OW 374-29x] IPA%I skerpholassociales-cm -rse caiings lard Cecihcsdm s ideas Loss, . -n- -rar' rank r yr seo eed habc, are am sial dram n Ih poi I; [he Ned 12d and ro pal lhe[O[ shad be eased. Weasel r Am used i- ce im, wild aryl %m or ofml older ILL Ike Issue projael rAid lrey Leve been popm and 0eLVK wiVoel me oriuen eonseot al re Arahideft Visual rgnlao Pard Thi ehniopa orsp¢aO;F,ons dell coral@Ila cooduhve aceeplarce of hi reshi5ms 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA DATE ISSum FOR `Q� PZi Sih'q �F'✓\ ¢u'mT ' No. 43032 slaFrrN I 0o a Es,'4-00 �clvlt ;P .--�. payI 6/N G T tE l F �rr c > Vl1 ct Lu CL JOB 1188 C-2 SHEET 2 O 7 T/q 1 V Z � I y O Q e NCA - PROFIT HOSPIC_ ADMINISTRATION BUILDING 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA DATE ISSum FOR fo-lM-sola slaFrrN TENSION 06 11`111071 JOB 1188 C-2 SHEET 2 O 7 w PM GIF I- -A MHUJI IILOLA YLrt 6p a Cob [Z'Aff W-2 (TOfI ' itT x — /- a1 ITT, j PROTY UNE IFx G, , IF, I F S Nor CCWSIEVCVJ770V �� ual>�av ^+ ,.L/-•.. ...•., N �w.�••�,.,,,,.,� " 'Z' ` �- DEWO /71(A'/ 8 x8'x4° IEE - J • - "`/ SEE D(TAlL I6; r `-' x' V'" " HOT TAP MNN MINI STAINLESS S/EEL TAPPING r 4' DR78 C900 PRC 1 ''1'' SHEET 04, , �• A - a ' , SLEEIE PER GO.B $TANDAROS INSTALL 2' - _—..--.. "-#°- y8g-p EI'D1{-.,- (\'\' ':I ✓�' x F i � NEIER W/ 2' FEHL'� 815Y BACKFLOW R4 � INSTALL INRFIOR FIRE RLSER PER BE 0-79• SHEET C4. COOPDINATE WIN PLUMBING AND j FIRE SPRINKLERIC PIANS e + "0,*IRlrrr�N "z GRAN E FIC HE 500, I MAGE WATER TIGHT L 1 < gJ 8A X 536o661NV � � '�L SWALf 1d 1 x ir„' X+ i -r 'Sp ' ID " � a usE 6^ aRE-N rEE Y/w-�I ,, x 4 SWALE }5- K ✓ � r BENCHMARK TOP OF CONCREIf MONUMENT W A LAMPHOCf AT THE SOUIRFAST CORNIER OF SECTION IJ -30/26• BEING ABOUT 50 -FEET SOUTH OF THE RAILROAD (RACK ALONG DHE CINTERUNE OF BUENA ARTA ROAD.-) ELLYATON = LISA I3 USGS DATUM) i BASIS OF BEARINGS THE BEARING OF N00'57"45E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 1838 ITASE 2 RECORDED IN BOOK 57 OF PARCEL VA?S AT PAGE 169 A THE OFFICE OF THE KERN COUNT' RECORDER WAS TAKEN AS THE BASIS CF BEARINGS SHOWN dEREON LEGAL DESCRIPTION COT 4 OF LOT ONE ALUUSTMENT NO 12 0733 AS PER CER17RC47E OF COMPL14NCE RECORDED AUGUST 17, 2012 AS DOCUMENT N0. 000212113697 OR. IN THE OFFICE OF THE KERN COUNTY RECORDER. ADDRESS 4401 BUENA NSTA ROD APN 524 -280 -JI UTILITY NOTE NOT ALL UTICITES WERE COPATEC BY THIS SURVEY AND SWANSON ENGINEERING; INC. ASSUMES NO RESPONSIBILITY FOR UNDERGROUND 6TLI77ES OR FACICIIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCE 32 j1 �I 33 w� 34 STO''HDALc �r NAL L ) BUILDING 4401 BUENA VIS ; RD " Fr X35402 _ FW gg ypµ�...� 4 DR78 C9 PRC y.x p9...._ F_ FWS��:2D'�N _. j EYP^ a',` �APPROtED fOUAC. � SP DW p DW _ HbV'},. D y �W5� ...W T u w- DW �T�--' W 'x ' SD._ P6C'®% DW X 7--uty ID�•,�_ DW a r `�� CO. I'll _. ++ ! / , x 511 �I' � ^\.' I's ,_:�j / e �+f, � I - / r�+Z �Nc ,yl ✓: l�� V c? „LU07 I,e.�n. 3 6�a a -( ra SI At-F- L iLU , x V L '' h, C,� ;>-v -. I� tilti l INSTALL IFH C47 FIRE RISER PER DETAIL ` fy y' ,: 4 ) p I.d / INSTALL 6' DOUBLE D£7fCTb4 CHECK VALID , �` -OT? (X R j a'r`...;W c.'`I, ,_ - W�19, SHEET C4. COQPO/NATE MIH I _.,. TT, i , : r I - WCKINS MODEL 35�A OR APPRO AC, W {� {Z M� -�� ---� --a tli '�� r� .. - -. "� -. �`�s•� j PLUMBING AND FIRE SPRINKLER PIANS I ' .vr ri I I VI T D YC �.: ®. i` j V- � i ,,,r s s 5 ae a I � c4. O IJL Y. �n"n P, ,�sr. 7 y -i �' 0 f 1 it z. I 1 C f I y � II � I, ft� �r��J`,I,J�, f1` _I�'?,.I *f s'eorrAvawlNWIN '' ' argil ti ��. �1 'T _ - �. r '"- 1 k x I h a STAINLESS SIFEC TAPPING SIEVE I � kit E2 a E; - ,/ �: i Q) {p ' � II - J - ^'�' � I I I I ,� I if 1;/� � I., PER C//Y OF BAK�RSFIELO STANDARDS -1 _ x �� ._ fi}r t o I a I T1 I � 55" x X � I I I„ k + 1 • e r4 �� I 11 RIGHT -OF -WRY PER S K A R P H O L lL �I fix'„ 7 �' L._ �" ° ® �$g - INSTAO /NRR/Cl4 flRf RIYR PER + "r ),: b ' ' .LII:.. 1, DOCAlf 0707058433, OR. ---- ASSOCIATES x ., � 1 x : 1rt - I''I aSIAL wNE SHEERca � wI� -J1 h -r77,I f - L COORDINA TE WTV PLUMBING ANDI" I II, rS •` r i 1 .� / 1 PAUL SKARPHOL, ARCHITECT „V: I:. ✓ s 1 ETRE SPRINK RPL NS 1 %' Ii, w' ' 1 - " , ✓, 1 � � �' I 1 �� I I yy�{q;l � 1 � I' y" GREGORY FRANK, ARCHITECT yy hp6 3 A. ,1 ii H, T, _ _ 1501 OAK STREET SUITE III '' III 1� II - i.'- — _ 46 yr y N q�. _ <. `' e Yom! / Fz { , 1 _, r','SI _ �__--_ i` BAKERSFIELD, CA 93301 ' I��Il c> �' �' �i+�`T,'�� 1 OPEN TRAIL RD. 6E1, 334-2741 _IL _ _r .;. - a�. g, '� " . ', #'SS.O, ,�_ 1..,, ..:::;' ,,,a`' .I,, ! , Ri .34-2743 (FAX) -.a A �6 SS n;`+; �' P iI Y PER ' t�� '! 1 L_ �. - OO UMEN7 0213 29077 \ ! Rl 7 -OF -WA skarpholassociates.com o o i v drawings :.lelad spatiliaaliers Naas d¢s,3 �s ;;n .n L .. r.�:. 6'A..^' , , .�.... 7YP- 1.. < �" !.� � , / v anans¢n¢o:relesao ,. , � .. h " _ s NC ETE M TERI . ,, d Cap, eol aha shall m� Ih. T nha., p � ...r,.. i 55:0 /� .� I I 1,, � � i �. he a. Lal ao� o G-. Ih.reol .hill he replied.., d1..lm.d r vs!3,''6 ASH V T GR 1T ''4" 50 3S PIIL": ! ";o Ihrcs used in ,000., ar rdh arpnur. o' plq./ /Ih.r Thar... x Sf RADE M ,I izM1y, a'^'`• . ,..• x IZ .SDR - w 36 11 1 = :..." `..' . LEGEND: Iha s vitt o,tl which he' hive n v sn: i x r 11 I� .1 PRG MIOsx 61, •.. m WALLS ,. d an . aL,.i �s , F' - . _ I4', a/ ailhcul the whit.: consent of Iha ¢f ler, lis,al conical e; ,•k -rvr,. ,I F s. IL1 $TO - 1 with;lysed;aur: t;:•iltalien ,Fal' COsen A orlus.r .... i¢ r'r '` -- r L L:..-. s -.-.- CAKYIF• (EJ .4'MFlll. - LLIg75 C1� ,r 9 0- t . c t 1 2 is MA�WARRBAI o n ^0^P _ r`y -<S 1§ GYWS7RUC7KMl t l� {,i i o AB h ,' `.I:, s.'r m�F e .. o-rsu. t. 'S.,'. i, ,' _.il / r ..1lm.a,t,ILUo.. BRENAIONS .tan o. x''T a -� y-- ``_f,_ ?, "'- -% ' C - ( 1 h OL`LW77ON Ixh-'I PL'BIJCJTIU�iY ANO (EJ EASING � EXISPNG FIRE H)DRANT \ (. ' ' - t T — BEWA EA PFR m. arcAL X D:. 0L J 11 �'�` ,� e f ' F0. FOUND 10' EASING POWER POLE 1 ,,{. DUCJMFNrD ➢3r2g8I O.R. 1 q R0. • •��s > }.'-. = -I L _ BK BOOK „N a5 syl - un PG PAGE `, + 5' S C.O.K. COUNTY Of KERN EXISTING STREET LIGHT w .11 it J V r'b p Mt 0. I ,r �� r � 4. �. �. ®lN. a` 1B' TYP. " E. 0 � �� - s � 7 / � � it �� I IT, '- 2J I G0.8. CJTY OF BAKERSF7£LO OO FOUND MONUMENT `60 e r c m0 °i% ® ✓= 1 ��I+ (� 11 L" I,. .., CONC CONCRETE a _ �' s _ >` • Ll I I I EXISDNG 7RAI SIGN _ - 2 "h 1 H c A.C. ASPHALT PA ANENT `-� SD•1Lr 4 . , FG FINISH GRADE NEW THRUST BLOCK PER COB e le CtuLRCP® 19,41- e F,� 4 I' rF CL+Ii c. 1 q �I I' r �1 DETAIL W-2 SHEET Cf EP EDGE OF PAVEMENT e _ lYlgl/T bV 6 .,ER �\75' 18' V sl ' 1 ,� l r TC TOP OF CURB 11 ,rot LAE A IERIHYIT ' _ _ - . LT x w qy # : T w f � x z FC fLOWfJNf C� NEW SYAMESE FDO 1'f /- +A'� r ',f^TLB s _._.. A4. 1 { ,.R'I mB x x {I 7{'/ cl. IF FINISHED FL00,4 4"Pm NEW TGV .. - C4 - 46 ., - - . �..»-;F: W : i. POS DILATOR VALAE W t I. - x . ti._ ..4Y V - s „I. x i+ FP FlNISHm PAD Da / ® �. t �° j x+ cavDuir m ALARM SYSTEM ITh ,: xs r 2.r n'I`t "'G'.SS' 1 "r �t.. ^Y x !1"?h y, I's ' SNS -�`� x." 2 ':,•",' )- {{ =w /r Hl M � ✓. ;; IP TOP OF PAA£MfNi NEW SEN£R MANHO(E " 'x f ' _ GB GRADE BREAK +;' x 1I 7fP 13 I is �`i' x x,7"," ..:.r ik''3,t�'rT ._.?, a ,vP .A pt ` 31� FS FINISH SURFACE ,Ia' y/', 1 <, ¢ NEWIXEAN-OUT-T0-G8AOE +X '1F to Xs STYr ea A C4 TiK -75' WOE 7 ® NEW STORM GRAIN MANHOLE 5 _ 3 ., i r N' INSTALL FRE HYDRANT PER C.O.R.""" J Tom— R, +AGE42078�C LFI��AL i �CO GSP �R b STANDARD W-3, SHEET C4. I: { '" - 7527 * X 1 1 - -- - EXIS77NG STORM DRAIN UNE ` �' .".-" r > Ta , 5a !-,', - _ - - EX/SRNO FIBER CP7/C CINE 3c !>,':, 'f IPI57AL[ 79 A' , ! ,;. ' v /M' 152 _i sr.<,; H ,�„ x - FV ,...69 , .,CATCH BASIN P64 ". _ i / ' _. ny ` ' ;C a s, - EXISPNG WATER LINE cn ..` V ay. '�-'•� COB STANDARD D-141' '-1 _ r,,H-- -.:---.:",.? ::% ..x „ _� ,.. ,. ��r 4 *.e SODS? 2' ,NAUSED RCE yr $ -STC CAr., 17554 -_-. -- --_. EXISPNG SEWER ONE - ' .R. Aa v .,.,/s, "17 r l - 1 " ELEVATION = 35400 ^/ a , v `. - ' / '.0 , FT , }, EASING GAS LINE + x4Vilx, "% `j .,.;t+v'PV It-- ":_' bi-- e. :Te r ��1`. ,lh if H -._.-..-_ EASING FENCECINE :, e OIL q xbt; / , 4 @ 4 ,ter, r ld`^'� t / �-%r Tr n YF "- iE -._ ----. ----. ., ,.: + i vI. 5, ;T,µx z ' ' `S"I .,� 31.,, I ', ._ .t ,..;� .�i / ,r, . - # - k# 4." - --- EXISTING ELEC7RlC ONE ` ."; ,, x �a :p.-__ 9 V?7. ,. - "/-. , r dK r,y 1 U, d, i' ,0x -a '(�G x`F 3:,t1 " ` Ky/p.5 - i='ri y/.. x x } c II c..• ,Y' C ,yy.0� 11 1 __-_ --.. _ EXISILNC OVERFIEAD ELE77RlC LINE s gr III \ �-r r.`.` �-.` #„ 4 .,1 Q _.. _.._. -.._ EASING PROPERTY LINE ,L .X x rci ? i II x%X �. **f.- - N,'` �. L, xi ' �i HI Q EXISTING RIGHT -LF -WAY , 3" r� * / -�... / i .lac. w r X 1, 3�1 e ,L�, r 8 O <� .';` ..,. ,r 3t ! :��xL.l'" ..I :kx x . ? --- -_ EXISPNG CURB e CUTTER v' LI A I 1?mak ? �-a 1 x x - - 1 ., x , u r+•'I N, < SD NEW SOR35 PAC STORM DRAIN LINE "I 1 1 y^,I Co SS NEW SANITARY SEWER UNE ,/ +1 T� 81 I � FW NEW R 1 rA/ �� 1 _ 2 f D 18 0500 PIC FIRE WATER LINE LOT 4 OF LLA 12-0133 x x +' I+ �' Q DW — NEW DOMES77C WATER LINE w - I D I ,1' x I w � I X3"11 I � � � 1 rx is i ne ;r ren r 1 �, FIRE HYDRANTS 7 ,, C REE HYDRANTS THE IN INSPECTED F RY CITY WATER mx 1 1" c RESOURCES AS 7Nf INSPEC]UR FOR CITY OF BAKfRSFIHD / C c,=6 tr4 r �� R 1 " .'. I9 `}� K�-I- x I � I � � ETRE OfPAR7MfN7 ALL fI INSPECION FEES TO BE if70 a. / RE PAID PRIOR TO ANY INWCTKTNS CONTACT CITY WA76R f = c Is�I E k' G� F RESOURCES AT 66I-326-3715. W" >k ON Us tilD ;/ r ' 7 Kx y x ry 1 1 �` . MISC. UTILITY NOTE "` "` UTILITY BOXES r iDi / ,1S ✓.ix �` C m A, 4 032 CONTRACTOR TO CALL FOR USA LOCATE AND POTHO E AO MARKED UPCIPES IN CVT AREAS IERICAC AND HORIZONTAL LOCATION ;Ih CONTRACTOR TACTOR TO ADJUST ALL EASING UILITY BOXESIVAULTS TO I E`W�- � SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY x",+/" 11 T31 1 CIV - s� EXCA BATONS TO IERIFY THAT THE PROPOSED DESIGN DOES N07 I "�"' 4CCc C oU CONFLICT WITH ANY UNITES IN THE El4NT A CONFLICT EASTS THE - 1 7s• Acc7noNA/ sIREET M. / ENGINEER SHALL BE NOIfEXI IN ORDER TO IS DEEMED THE NECESSARY, l 1 AREA. if RECOCAION Of EXISPNG UTVIES lS DEEMED NECESSARY, - II 1 RIGHT Of NAY PER Oc EO 6388, s THE CONTRACTOR SHALL BE COMPENSA7E0 FOR INSTRUCTED �r RELGCARON IN INEEIENTA UTILITY lS DAMALEO, THE _ Yo A �, 7' i r 1 OGG NO 0206056477 GR lQ�p CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. # 1c/ < x �� "� N M W 35 �36 31 v E)11 ! 5 g I' 1! 10 11 1 12 I 73 TE WHI1 KE 17 j 15 14 13m' 18 17 yO PROJECT' P,LTtA11 SITE LANE _I I nA L E zs 27 � 26 HENMI I VICl/i MAP N. T. S. I i 1 , RICHT-OF-WAY PER HOFx x;l 1 DOCUMENT O7OTONNJ3, O.R. 6 Y {{ S �' 1 T � T NOW PROII' �PHO T T7,iAND � � ADMINISTRATION BUILDING r aT rl _r 5LpEWALKi/Ai kTPER A 1 lO(((bJJJCUMENI 0213029818, OR. 1 x " + FOUND 2 BC MARIffG RUE L c7564 E1lUA.I01V-35452' +� I't� 1 C�I- _ 4401 BUENA VISTA ROAD b 1 qk' BAKERSFIELD, CALIFORNIA '�' s VISTA RIDGE DR. Ii�III�j_e'��✓Lr � „ra Ii / , .,r „j IT .i , T A/.� i J.BJ 752jei == a. �'s, „ '+� h '' wre rssum y' x5ksl. \ r� �. .s,�'S'y/kr� , +f °, ',,µ'.LI SN ''(' . f; x'y ' • FOR x x- ALL 1a' i a # x l lI SCALE: 1" = 20' I - i'F - - i ^e5 s% At __ ehii x4'` j'x JS✓. JE - rvx {" X � hj Ir -_ -'- ---_. ~,F -. , x 4'_ / n `J t` 1IT IcrC,*L� EP -� x175'fi R �,v- r0D — ' b '� I / 1 20 10 0 20 40 __. c' 'r r= v 1 e E P ✓r Lr . 5, x - --'v/ 3 a� a ..,, C/r ;IIID G, ITCR �,U„ a I a ,r _ x 'sI' yc i' I / loll r6 /F .:F/ Ili, 1 Il / 1 N o h �, x S(fE UTILITY PLAN oma« :`x v I i F u n IJ l/k2 / ' q ._ FM610N c 1,40 )yj' � , n `�x p SWANSON _ t -4ll hP' L— ENGINEERING, INC.Ic- v, i, 1 G t1A 5"/"�'ulet �.- (r3 JF ' x + ..4 Cbld / A^�!p'P l p w I' 1 �!' J' 5500 MI g ., SW(e ZW Bak. -,.s . CA ani (59 ea sem - y\ �' i x .x6I i r /3 r r x: ! i x 1J 2 11 1 ` X 'tr✓ A f.0 - x- 1 1 x f x r J r ) rvc " - JOB 6382 I n x �.. x _ I ;.fG ,;.l/R, L ., � 1 r7E n r/ fW�f7f7Y LA1� t x1-1 1 .._.. _.. _.. _..I'_.. _.. �.. .. �.z ^ --. L N�ZO9W ` 3A ?0 fir"`_ t" 4 -'.' i _--'-'.'h _mac./tl II� FOUND FOR SE OP Fl`E X %, '�.._ x ,h:w�I � ' _�_ 6.9-278 C_3 f' -Y x -I -x 1 LYiRN SECT✓N 'J OL / — — r3os R7 von 0; -OA *- fA L " x v jg'� ELEVA7ION6E,S5413M SHff73O°7 + - - * x L •h"' .c Tr, 5 1 CITY RECORDS NO.: x vs r/i r IAO NCUPd ,. _ *' 4`F 'I `�. F. a..., 111 F,1 11 11 GENERAL NOES I. 90STAR SHALL CUT IST X CNI PART DRUM (Or TO IMO PARTS X GLEAN. AUL GRADED SAND 2 AUNTS SUCH XTSED WB k0i AND ACaY RAKED OR MMES CIS INSIDE OF PIPE. LI "LASS'[" ONCREIF FREEST MMiAi(FD AaWB E Y BUIBa 9IAIL X Cq.SIMM/fD M ABDORMRF£ WIN IN£ R40V19DeS XASN C-4)8, Idoeii SUMMIT INSTALL STANDARD mi zin ZLD SAPS a GO D FaSI IEE F uVIRUS UPM £XQTDS IS PIX/RT SNARE BASS "J' cowici E COLAR s'ndp.: NOR WaVer'Sli DRAM" Ire YIaR' AS APFUCABE Mf ILP AM SOTTA' DAVIS LF M£ SOWER 4ANNd£ S CIKN SeAU BE YAdi BY A RNIT-SEAL W APMBIS EWK MANNLY6 IMLR IBA ANS %ARIL PIPE SHAH BE LTNSIA'l/L'IEB MM WASMOoAr A W 6F WE O11OWNG MANNERS 1 BIKINI shoR S TRY406 UASWSPIC BASALT STAL IWSGO Wm MANDI 2 RUI&I BLOT X SEEI£ ILAWD X WWETWARai 601 Wm MANNpE WALL 1 PRIEST WMKYES WB Ds WECMN PARIS AND EGSRWITRHC MALS PRIEST AM MA ANE WALLS VILA X&IMEfN We WALL BE A SWOJB WARRD S IBA&T O Sai CgISEE4-14)FOR FRAME 5 0590Y AND C VER DETAILS. OTIC. N P.C.C. SLOB NOT R1 8E POIREO fUNTE PLA SECT /N N PAWING l5 PLACE, MANHOLE W/ ECCENTRIC CONE M AN 26 B, 25 Y' SEE DETAIL ''A --{ I 13/8" 26 DEF OPEN) GT, _ 321i" SECTION A -AA -A 2- PATTERN (LITERS 'A.", LABEL SYNER'OR 'DRAIN' AS APBUCAINE A I 11/2'BEER MAAWO &W PICK AVE NNtRAL FtlhS ATL RUNS" MWA' SING ff Yam 6.&r CASTAYII,' AWEAAOB WIMPS OMOMS A= SAINTS Aro �T AAV NINE NAW A WDaarAvuFRM.vL CiLUM5 MAL LD'aUPI/ m Iff i914W0Y5 d' 1IC.9Ea1GiMN5 AU1 NA "Ji GSIA'4 .SOUL RTtWAJRW ASM A442AUT WWMUL{ CEI$ AO " AN FOMES" CONKS STALL ff T6A£0 FOR ADDaR4CrX RT AAo SVALL W WAR.IFD AN Si AOT m Lisieux. RK 2M50' FRAWSAq 8-A56YC HALES O" Dk LIJIfR$' SAV/ gE 4AOY9.4D FDP A SKOB NUI-MtlYdYG NT ffTAfDI )M1f IWl GSIdVGC GSLWA SNALL X AIMU(iMY LYEMYD MD UPPED TMNFN A IWY-URINE WT--BGq' ASMWNC CBWMA9 m MW EA gi RIDDE 441 nF NAME LrMAwsncnMWc cmANrsvuL ff a MI u¢rR.mE a n¢ mlw YMW6VE RAW BG(( WlaH.mTESSS' THAN I" eeAsDS OR Mw MAN 250 ttCMDi Bsf I 9lYL WNM/ AOT LEA' ]IAM' 1H1 PUNtlS' OP ImW R64'/ zar Parvo$ A NWMOEWWRS' SYNC RAW A sfff-cwA4pO LUM PMk MOX 011 Irrc Co?" MApHIVED SURFACES 70 1/2' TAPER COMER FRAME PLAN DETAIL *Aw 12 MANHOLE FRAME AND COVER /C4 PPaAND CHAIN Wm 'OPEN" g THRUST BLOCK SCHEDULE h1T 00LOTSILL 11 dlt TsP, I EIDE FL /; GA c- DR U ) ✓ L HES ES llJ THE L THE Po..l170N BtirLD/Nr, ,rALs-�. j l BE RsAM AREA IN ROUARE FEET r. pIv 1 -_ rll W II I II I 'L Etre-rrHi- m -I FWNOA PON II-v� U SINGLE *ORO E RedRER SWITCH PER WE OR PL M 90ELL 45LZL zz t%2'EYt "GROSS VALVE MAN! ACTUILLAS FLQx AI I ,i, � a 1 8 tS EA, SIAMESE FIRE DEPARTMENT RET64VEN6AION 5 ) 4 2 JO EA. CONNECTION ON STAINLESS )NSU I CCV00/l /0 AURN a q 6 J AS EA STEEL RISER. FACE F.O.C. SYST_N N 1I Is 8 4 H TOWARDS STREET t6' M 8J fJ T ad E4 i P o I I / Fbi :eb,m 9Na'Fz+ ! 1I [o -f y ry 1 S W Nedm T•SC (Ili4al enmDA KSf2fin T•d0'LG2L.1. SLW TO Sr PROWLED ON ''... LW (1 /mFTPD IV H;<l, Wu ALL ADCY SIGN SHALL 12• .� 8y 20' lSMmml mires a Lk&u JµwM qr.4 aF±d pwa,.' lA "TIM CONTAIN SHE ADDRESS AND MMIN. X 0 POST INDICATOR 6 el ¢Is(e h -f Am'r. I I BUILD/NG NAME OR saw wWr aw, A m sr-lwl-. VAC OF a au')w6M ayr.:a I .11 ;;71 (1-,'w: 24' MIN I I DES71PRON OF WHAT FDC as W4,eYN,re Joh 1111 35"MAX SERVES, IF SERAP&/CABLE IS 5'(z EO,5 Al.)L¢4`nl C4tb p dJ 9 - DIRECTONOF FTDw SHEET 4 OF 7 f KI KINS MODEL 350DA ck .lmI' Sl., 1.1. RcJo xrdA s (a n1'1 ltll . N as! I +-� ops�mlb mw"Ann ur/.wm dais 'O.xl - OUmooR HORIZgnAL INSTALLATON ua I 7 SECRON A -A I Wl'#WwMe PPekYMmrb ,11 LIsrM1A'", 9 At gR:lw9 rn0n b ke;pkA.k m.Tw of@e ysdrcAtmv I -•'0_ Nxxxe'N�.aRail- vw. unwAH omrmwl"! New- rolm,/A -1- TmWmols; PAT�om.^I..*lrn. 60 N B) /N be.r a STANDARD 77 CATCH BASIN TIN MR 15 DOUBLE DETECTOR CHECK ASSEMBLY TE q"a YP IRE WATER NO T FIRE WATER SEA ACES SHALL CONFORM TO NEP, CHARIER 1J SPECIFICATIONS AND SHALL BE INSPECTED BY CITY OF RAKERSER D WATER RESOURCES DEPARTMENT INCLUDING ALL PIPING, KICKERS CONNECTIONS FROM TRE CITY WATER MAIN TO THE BUILDING, INCLUDING THE RLSER. 2 ALI ANGLE POINTS NRC HALE" CONCRETE THRUST BLOCKS AS PER CITYWATER STANDARDS J. F.D.0 WILL Bf A MAXIMUM 0/STANCE OF 00) TEN FEET FROM FLOW LINE OF CURB AND GUTTER ANO 150 FEET MAXIMUM D/STANCE FROM A PUBLIC FIRE HYDRANT 4 FRE SER14Cf STILL NOT PASS THROUGH ANY FOOTINGS 5 ANY FLOOR OR WALL PENf7RATONS SHALL BE SLEEIED AND INCLUDE A REMBLf MATER/AL WINN THE ANNULAR SPACE. 6 RISER INTO BUILDING SHALL BE A STAINLESS SITE, ONE PIECE UNIT WITHIN THE BUILDING FOOTPRINT AND 5BALL MAINTAINS A ONE FOOT CLEARANCE MINIMUM FROM ALL WALLS RLSER SHALL TERMINAIF 18" ABOVE UNISH EOOR DoEASON. 7 FIRE SERACE STALL BE SHOW! TO PASS A 200 PS 1HR TEST DOCUMENTED BY CITY OF BAKER97CLO WATER RESOURCES 6 A CIVIL ENC/NEER SET OF PUNS SNA (L BE SUBMITTED 70 CITY Of BAKER SF7EL0 WATER RESOURCES FOR RENEW AND SIGNATURE, CLEARLY REFLEC F O THE ABODE CRITERIA, PLANS SHALL BE SUBMITTED 70 CITY OF BAKERS7E0 WATER RESOURCES WTH PRIOR F7Rf DEPARTMENT APPROVAL CLEARLY /NDICAED. 9. TAMPER SWISHES TO BE PROV70ED ON ALL CONIRIL Vi CONTROLLING 20 OR MORE FIR£ SPRINKLERS 10 PROADE BREAK AWAY LOCK ANO CHAIN ON INF BACKFLOW OEACF 11, SIGN TO BE PrAi ON ACC FDCS SIGN SIACC CONTAIN SITE ADDRESS AND BUILDING NAME OR DESCRIPTOR FCC SERVES lF APPLICABLE IT DEPT/ OF COKE FOR FRE WATER CINES TO BE 30" IN NOV DPoIEWAY AREA$ J6' UNDLR DR/IEWAYS AND 48' UNDER RAIL* IS 11 PRESSUBL TESNG AT 200 PST (OR 50 PSI ODER WORKING PREo"SURE, N LIGEiER IS GREA7ER) FOR 2 HOUR VJRAmX✓ WEI NO LESS THAN 5 PS LOSS SHALL BE REWIRED. 1AFLUSHING FIRE MAINS TO A VELOCITY OF 10 FT/5EC UNTIL /T RUNS CLEAR SHALL BE REQUIRED. WATER NOTES 1 ALL IMPRORIVEIdTS SHALL BE IN ACCORDANCE WTH THE CITY OF BPILLETED WATER RESOURCE DEPARTMENT, CURRENT SFANDAROS AND SPECIFICATIONS FOR DOMES77C WATER SYSTEMS 2 CONNECICNS TO INE CITY OF BAKERSFIELD WATER SY57EM AND INSPEC1ON OF NEW INSTALLA IONS SHALL NOT BE ALLOWED WIDOW VERIFICARON OF PAYMENT OF ALL ASSOCIATED WATER AVA/UHLITY FEES AND IMSPECTON/METER SEI FEES 3 BACE7LL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WTH THE CITY OF BAKERS7EL0 SID. DNC W-1 AND S -J9, EXLwPT AS NOTED ON THE PLANS 4 WARP LAC TRENCHES SHALL NOT BE SNARED WTH ANY OTHER U77ITY, WTH T1/S REBUIRfMENT CLEARLY INDICATED ON LSE WATER AND UPCITY PLANS FOR THE DEVEOPMENT. 5 THE CONTRACTOR SHALL VERIFY BY POTHOLING THE EXACT LOCAPON OF ALL CONNECTION POINTS AND ALL OTHER NODES OR APPURTENAN CES THAT MAY POTENTALCYINERFERf WTH INSTALUTON OF WATER IMPROEM£N7S PR/OR TO PERFORMING ANY NSRK. 6 UNDPROCH10 DROLL` ALERT SHALL BE CONTACTED AT LEAST (2) INS WORKING DAYS PR/OR TO CONSIROCPON, 1-300-227 -2600 7 ULIFORNIA 'AI£R SERVICE COMPANY, AS ACENT FOR INSPECO'V TO THE CITY OF BAKERSHELD SHALL BE N017R AT LEAST (4B) F'OE, Y -EIGHT HOURS PRIOR TO START OF CONSP70CTai 561-837-7207. ED 6 CONI RACTOP TO ENSURE THAT ALL ETRE HYDRANTS SHALL NOT BE PLACED WIHIV FIVE FEET OF ANY ELSPNG OR P-OPOSED *L S 577AET LIGHTS OR ANY OTHER OB IROCTOhS 9 ANY LXISINC OR PROPOSED TRE£ SHALL BE REWIRED A MINIMUM (5) FIVE FOOT HORIZONTAL CLEARANCE FROM ANY WATER MAA UNE So /NSNLf WERE I9DRANTS AT PHASE BOUNDARIES TO SULSEOUENT PHASES ARE NOT CONSPHACTE9 UPOV EATENSIONS OF WAIFR LINE WTARF HYDRANTS SHALL BE REMOVED AND RELOCATED TO THE NEXT BOUNDARY, 11 CONTRACTOR TO INSTALL METER BOXES QTY INSTALLS METERS 12 ALL EAORAV WATER VALVES SHALL BE OPERATED SOLELY BY AUTHOR/ZED QTY WATER DEPARTMENT AWSONNE CR IIs REPRESENT6TC AGENTS ld PLASTIC MATERIALS FOR RAISING SUPPLY PIPING DELL E UNDERGROUND SHALL HAVE A BLUE INSY/U ]ED COPPER (RACER MRE UR DRIER APPROVED CONDUCI)R INSTALLED ADJACENT 10 771E PIPING ACCESS SHALL BE PROADED TO BE TRACER WIRE OR THE TRACER MR£ SHALL TERMINATE ABOVEGROUND AT EACH END OF THE NONMETALLIC PIPING THE TRACER WIRE SIZE SHALL BE NOT LESS PIAN 18 ANS AND THE INSULATION PPE SHALL BE SUITABLE FOR DIRECT BURIAL. w�cnavaTaDw � NOTES: 7. ALC I]RE EQUIPMENT SHALL COMPLY WIN CAOFORN/A F/RE CODE, LATEST RCWSION, AND ALL C/7Y OF BAKERSFIEIIJ STANDARDS AND SYF;Jf/C.0 PONS 2 INSTALL IHRUST BLOCKSPER C0..9, DETAIL W-2 SHEET CA (IMP) 16 P.I.V. AND F.D.C. DETAIL (TYP. OF 2) �Rffjfl`I�1Rw7 MISCELLANEOUS 1. W)E FITTINGS SMALL BE IN,ECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LA7ERAL CONNEC77ONS 2 ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD P USTC PLUG SOL WENT WEEDED J. WATER JET7/1VC AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. 4. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOnRED AT LEAST 2 WORKING DAYS BEFORE CONSTRUC77ON 7ELEPNONE (1-800-642-2444) 5 CONTRACTOR TO CALL FOR USA LOCATE AND POTO B ACC MARKED BIRDIES THAT CROSS OR ARE WTH/N 5' HORIZONTAL DISTANCE OF SEWER AND STORM GRAIN LINES VERTICAL AND HORIZONTAL LOCA77ON SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WTH ANY UPUPES IN THE EVENT A CONFLICT EXISTS THE ENCNEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. HF REOCA ION OF EXISNG UPUPES IS DEEMED NECESSARY, THE CONTRACTOR SHALL B£ COMPENSATED FOR INSTRUCTED RELOCAIO.. IF REDESIGN OF THE ALIGNMENT REWIRES ADOIIONAL FITTINGS Ii OR EYCAVARON THE CONTRACTOR SHALL 8E COMPENSATED FOR REVISION. IN INE EVENT A UILITY lS DAMAGED, THE CONTRACTOR SHALL BE WIDELY RESPONSI&£ FOR ITS REPAIR. 6 CONTRACTOR SHALL VERIFY LOCA IONS AND £L£VA IONS OF EYIS77NG SENER AND STORM DRAIN LINES THAT THE NEW SYSTEM TES INTO PRIOR 70 TRENCHING ANY DISCREPANCIES SHALL BE REPORTED TO THE ENCNEER SO THAT ANY NECESSARY ADuESTMEN75 MAY MADE UTCIIES SHALL BE THOROUGHLY RETARCYHED AND LOCATED BY THE CONTRACTOR PRIOR TO TRENCHING CROSSING URCHBLS SHALL BE DA IZICITED AND CHECKED FOR GRADE BY THE CONTRACTOR PRIOR TO 7RENCN/NG SEWER NOTES GENERAL 1. CONTRACTOR WLL FURNISH ALL M47ERALS IODE.S LABOR EQUIPMENT, AND SUPERNSON NECESSARY >a COMPLETE INSTACCAnON. VC PlP 1. MATERIALS - PIPE AND FT7nwas SHALL MEET THE REDDIREIIENTS DID THE CURRENT ASTM SPECIFICATION D-3034 FOR SDRJ5 PIC PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS HOLES FOREIGN INCLUSIONS OR 07HER INJURIOUS DEFECTS 2 ✓DINTS - USE ONLY ELASTOMERIC CASKET AUNTS THE ASSEMBLY OF DON7S SHALL BE /N ACCORDANCE WTH THE MANUFACTURERS RECOMMENDATIONS WHERE PSC PIPE CCVNEC75 TO ICP PIPE, USE ONLY COUPLINGS APPROVED BY THE 017Y OF BAKERSFIELD. S /NSTALLA RON - PIPE AND RT77NGS SHALL BE INSTALLED /N ACCORDANCE WTH THE CURRENT ASTM SPECIFICAION 0-2321. ONLY CLASS / AND l/ EMBEDMENT MATER/ALS WLL BE. CONSIDERED SUITABLE. 4. ALL STORM DRAIN TO ROOF DRAINS SHALL BE 4' WTH A MINIMUM GRADE OF 1X UNLESS NOTED OTHERWISE. SYSTEM TESTING 1. A PRESSURE LEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WIN THE CITY OF BAKERSFIELD SUBDIVi DESIGN MANUAL AND THE R£COMMENDA PONS Of THE MANUFACTURER. 6' CLASS S CONCRETE CLEANOUT PLUG - BR FERRULE AND P SOIL OR WASTE UNE 13 / I CLEANOUT TO GRADE LABEL COVER DRAIN' OR 6^ ".SEWER" AS APPLICABLE 6 6" CLASS T CONCRETE PL VITIV PRE CAST COVERS BOX, CHRISTY 6-5 BOX W/ G 5C CAST-11TON L10, OR APPROVED EQUAL, CLEANOUT RISER (6^ MAX) NOTE$: rJ A4 VA)tn14T, rzr18C5, .um tMPECT+auL C14ai ARE ro eE AfEw w PLACE BS`CGNLRETS RKKUSIS. SL0.'AS 2) B£ARMC AREAS k!(HCA Oro ARE BASED W ALLOWABLE SM PRESSURE OF 1500 PSE. J) CONCRETE IS NOT TO BEAR AGAINST PIPE owdi BLOCK Tp: M6Y B£W CONTACT WIN WOWi 4). TNBUST WORKS SHALL SE PIXMEO AG4NST LMgMSSURBED Si 5)' DOWN STALL SE KEPT CLEAR OF CONYAWT 6) THRUST BLOCKS SHALL BE cuSS SO CbVCR£2 MADAB A MINIMUM CF 5 Si PCRTLANO CEMENT Ai CBS./CMJ as A MINMUM W.TMALE NNAINEIRIC SMPORN OF Joad er pol WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA THRUST BLOCK DETAIL G\*TY 0 C1QQE111ECIDDIJ ❑CHL ❑ Ll El El =1-1- 1:1111000 LL ❑oE�Qo1�F1uo❑ ❑o WATER o�/ ti 7 FOD SF�� Tri CAST BON DO TO READ 'STY UP BAKpWTEAD WATER- AY£M£NI: CCNCRElE 6- LYNNE OR LANO.SCAPEO Tri G$r lRldV SYIPPCRr RM1 FINISHED GRADE m , _1I A, A £BENBoa T-� 04 R£BAR (4 REBAR rr� 2k2' SNARE CONCRETE SLAB r/s14 GAUGE ROILED . SIf£2 PME (vamES AN ORION AS N££DE07 (WtHI't OR 1D 4 %Y{EpU(E 40 FLL DID PuCES F WATERLINE 1 NOTE F ANN CBHCRE)£ SAB 1/4 BELOW A.G PAt4MENT PAVEMENT AREA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL ApPPP i re Ne. A JAA - M DDPAR ENT RE¢ 9 -I¢ -ICI --Z METALLIC PIPE IDENTIRR TAPE I/ PVC OR HOPE PIPE TRACER WRE FOR WATER - LCNES SEE NOTES HEREON 6" TO NA(.LR IWRENOIES WIRE SHALL LE MN. /8 ANC, BLUE INS&ATETJ COPPER WRE COMRWG WITH HCPCW 604.10.1 LIT THE CALIFORNIA PLUMBING DOE U LEST EDITION. 14 PVC/HDPE TRENCH DETAIL BACK OF 12' METERHOX (SE£ SIDEWALti.---� ( 1 TABLE BELOW) N q SEROCE PIPE (INSTALLED BY K f OTHERS) g, ANGLE METER STOP METER 'TO BE SET Y BY CITY. z LONG SIDE (NO SPLICES SHORT SIDE `g PERMITTED IF LESS THAN 100 FT.) MAW 1• TO 2' COPPER TUBING' (AS SPECIFIED) ANGLE METER STOP 1• TO 2" COPPER STEEL. INSERT ,y( DOUBLE STRAP SEFRbiCE TUBING' (AS CORPORA ZION SADDLE BRONZE OR SPECIFIED) STOP L / MALLEABLE IRON WITH / STAINLESS STEEL STRAPS VSE' APPROVED SADDLE O FOR PIG' PIPE 145' Ni TESERAIDD 4 TUBWG SHALL BE TYPE Be" COPPER IN ACCORDANCE WITH ASTM 5-88 & CITY SPECIFICA➢ONS LONG SIDE SERVICE SHDR7 WOE $1 R ACE MERAW MEIE6. BSA 1" R-Arr-pWNSn CANNOT PRODINIM MG - Ana 6-12. PN>OD/f4/CrJ9sPott CLTCREF1 1/2' AND 2 B AB amuB L Rf£ UWG Ni SERMCE FAR A I" ME BR SHALL BE 1" COPPER RISING AND A D METER 5 .. AU 1' We 2'Si SIDE SERwCES SHALL SE OF COPPER S BIND 2. ALL OTHER SERVICE SYZES SHALL W(DORPORATE DKE .SIDES BaB CCRPORADGN STEPS, COPPER 7rNi ANLYE AIETR. STOPS AND M£RI OD, A 1-1/Z" SH0.RT GQ LEAS SERVICE SHALL L'ONAST OF 1-1/r CCWPFR WIMAS 1-1/2" BiSTOP; ANB r-1/2' METfW !TO BE INSTALLED BY OTHERS) J- A TRAFFIC RATED PRONATE MESER BOX IS REQUIRED WEEN S£RNC£ IS DKARD IN LWIKWAY LIE - 4. TEMPWARY OR PERMANENT BACKFLOW ADDECP.CN Gari MAY BE EPDXIED EOR ANY "'ICE CONNECR(W AS DETERMINED BY WAT:R RESOURCE$ WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD SERVICE CONNECTION - 1" TO 2" A`RANDPO/_ 4 6./9 .7Afd Z W -g MAN, ER - WATER URCE3 DEPAftTM T DATE RE$ 5-22-i6 IB MA_� g THRUST BLOCK SCHEDULE h1T 00LOTSILL 11 dlt TsP, I EIDE FL /; GA c- DR U ) 1, 11 A M 11,711,11 EIDER' 0 M 4'P1YJ BtirLD/Nr, ,rALs-�. j l BE RsAM AREA IN ROUARE FEET r. pIv 1 -_ rll W II I II I 'L Etre-rrHi- m -I FWNOA PON II-v� U SINGLE PPE SIDE WE OR PL M 90ELL 45LZL zz t%2'EYt "GROSS VALVE 4-6 FLQx AI I ,i, � a 1 8 tS EA, 30 B 5 ) 4 2 JO EA. 5.5 )O a q 6 J AS EA SO IT 1I Is 8 4 H 1J4 t6' M 8J fJ T ad E4 16:0 NOTE$: rJ A4 VA)tn14T, rzr18C5, .um tMPECT+auL C14ai ARE ro eE AfEw w PLACE BS`CGNLRETS RKKUSIS. SL0.'AS 2) B£ARMC AREAS k!(HCA Oro ARE BASED W ALLOWABLE SM PRESSURE OF 1500 PSE. J) CONCRETE IS NOT TO BEAR AGAINST PIPE owdi BLOCK Tp: M6Y B£W CONTACT WIN WOWi 4). TNBUST WORKS SHALL SE PIXMEO AG4NST LMgMSSURBED Si 5)' DOWN STALL SE KEPT CLEAR OF CONYAWT 6) THRUST BLOCKS SHALL BE cuSS SO CbVCR£2 MADAB A MINIMUM CF 5 Si PCRTLANO CEMENT Ai CBS./CMJ as A MINMUM W.TMALE NNAINEIRIC SMPORN OF Joad er pol WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA THRUST BLOCK DETAIL G\*TY 0 C1QQE111ECIDDIJ ❑CHL ❑ Ll El El =1-1- 1:1111000 LL ❑oE�Qo1�F1uo❑ ❑o WATER o�/ ti 7 FOD SF�� Tri CAST BON DO TO READ 'STY UP BAKpWTEAD WATER- AY£M£NI: CCNCRElE 6- LYNNE OR LANO.SCAPEO Tri G$r lRldV SYIPPCRr RM1 FINISHED GRADE m , _1I A, A £BENBoa T-� 04 R£BAR (4 REBAR rr� 2k2' SNARE CONCRETE SLAB r/s14 GAUGE ROILED . SIf£2 PME (vamES AN ORION AS N££DE07 (WtHI't OR 1D 4 %Y{EpU(E 40 FLL DID PuCES F WATERLINE 1 NOTE F ANN CBHCRE)£ SAB 1/4 BELOW A.G PAt4MENT PAVEMENT AREA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL ApPPP i re Ne. A JAA - M DDPAR ENT RE¢ 9 -I¢ -ICI --Z METALLIC PIPE IDENTIRR TAPE I/ PVC OR HOPE PIPE TRACER WRE FOR WATER - LCNES SEE NOTES HEREON 6" TO NA(.LR IWRENOIES WIRE SHALL LE MN. /8 ANC, BLUE INS&ATETJ COPPER WRE COMRWG WITH HCPCW 604.10.1 LIT THE CALIFORNIA PLUMBING DOE U LEST EDITION. 14 PVC/HDPE TRENCH DETAIL BACK OF 12' METERHOX (SE£ SIDEWALti.---� ( 1 TABLE BELOW) N q SEROCE PIPE (INSTALLED BY K f OTHERS) g, ANGLE METER STOP METER 'TO BE SET Y BY CITY. z LONG SIDE (NO SPLICES SHORT SIDE `g PERMITTED IF LESS THAN 100 FT.) MAW 1• TO 2' COPPER TUBING' (AS SPECIFIED) ANGLE METER STOP 1• TO 2" COPPER STEEL. INSERT ,y( DOUBLE STRAP SEFRbiCE TUBING' (AS CORPORA ZION SADDLE BRONZE OR SPECIFIED) STOP L / MALLEABLE IRON WITH / STAINLESS STEEL STRAPS VSE' APPROVED SADDLE O FOR PIG' PIPE 145' Ni TESERAIDD 4 TUBWG SHALL BE TYPE Be" COPPER IN ACCORDANCE WITH ASTM 5-88 & CITY SPECIFICA➢ONS LONG SIDE SERVICE SHDR7 WOE $1 R ACE MERAW MEIE6. BSA 1" R-Arr-pWNSn CANNOT PRODINIM MG - Ana 6-12. PN>OD/f4/CrJ9sPott CLTCREF1 1/2' AND 2 B AB amuB L Rf£ UWG Ni SERMCE FAR A I" ME BR SHALL BE 1" COPPER RISING AND A D METER 5 .. AU 1' We 2'Si SIDE SERwCES SHALL SE OF COPPER S BIND 2. ALL OTHER SERVICE SYZES SHALL W(DORPORATE DKE .SIDES BaB CCRPORADGN STEPS, COPPER 7rNi ANLYE AIETR. STOPS AND M£RI OD, A 1-1/Z" SH0.RT GQ LEAS SERVICE SHALL L'ONAST OF 1-1/r CCWPFR WIMAS 1-1/2" BiSTOP; ANB r-1/2' METfW !TO BE INSTALLED BY OTHERS) J- A TRAFFIC RATED PRONATE MESER BOX IS REQUIRED WEEN S£RNC£ IS DKARD IN LWIKWAY LIE - 4. TEMPWARY OR PERMANENT BACKFLOW ADDECP.CN Gari MAY BE EPDXIED EOR ANY "'ICE CONNECR(W AS DETERMINED BY WAT:R RESOURCE$ WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD SERVICE CONNECTION - 1" TO 2" A`RANDPO/_ 4 6./9 .7Afd Z W -g MAN, ER - WATER URCE3 DEPAftTM T DATE RE$ 5-22-i6 IB MA_� g /-Ir",",all, TY£' al/. 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DATE wM udaMx'nfa Ny B+' .ee ro teA,l Ia PLAN za = sDmr We!>aY mN ran A /Al5I0 Wx an'In>mml ,I�, I `LtB STEe2 PLATE DETAIL (w ogre as minro yM,.a yye s..ro. NQTtS rM••M+= IDM MM IAd.uvw;e bearh tlae"I'dl �Ybe Mv�25"(dpwf BdM �Abh J 2 EY YA L1 L a 9a5 m pwF[d -Al" He"14-v 0 kre¢vN i1AAIS'IXP wmm 9 emmM 'wW N+t 00 iMm) Fbi :eb,m 9Na'Fz+ ! 1I [o -f Male A N ry 1 S W Nedm T•SC (Ili4al enmDA KSf2fin T•d0'LG2L.1. �. LW (1 /mFTPD IV H;<l, Wu Z Rw'mPo{FWW .� 8y 20' lSMmml mires a Lk&u JµwM qr.4 aF±d pwa,.' lA "TIM I 6 el ¢Is(e h -f Am'r. k «-R saw wWr aw, A m sr-lwl-. C-4 a au')w6M ayr.:a I .11 ;;71 (1-,'w: as W4,eYN,re Joh 1111 fid rQlfie IS 5'(z EO,5 Al.)L¢4`nl C4tb p dJ 9 - SHEET 4 OF 7 f ck .lmI' Sl., 1.1. RcJo xrdA s (a n1'1 ltll . N as! I +-� ops�mlb mw"Ann ur/.wm dais 'O.xl o! cd ua SECRON A -A 1Nr,ANEDRc(*uoaara11A"arN- dN Wl'#WwMe PPekYMmrb ,11 LIsrM1A'", 9 At gR:lw9 rn0n b ke;pkA.k m.Tw of@e ysdrcAtmv Nxxxe'N�.aRail- vw. unwAH omrmwl"! New- rolm,/A -1- TmWmols; PAT�om.^I..*lrn. 60 N B) /N be.r a STANDARD CATCH BASIN TE q"a YP REINFORANG AROUND PIPE CDH• OF EAY.HRSPELR D-14 ,CAtFORbI UTILITY DETAILS SWANSON .. ENGINEERING, INC. %CO Mri A-.. sun.260 cA .1111 Im(ii em -M1.: Bari SZ-4enb..nae. .2. 6.9-278 CITY RECORDS NO.: SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE III BAKERSFIELD, CA 93301 (661) 334-2741 (661) 774-2743 (Less) akarph olassocia tmcom He dlercidys. related sdaai aj ions, ideal designs and aE rgi (powtelde abi aread eh II em [he x0i TI bre kker and no Ter [he eol so oe coped. "Nlo ed o vers .Odn shoni I:aT v i of PAT' e.12' he slRnim p o l nh Il I ; 'e ha n peeper d and dDe red AIUUo the nlilken wdse'I a the l FideLI. Piss redi du Ii h isNe Lawings o rpachradonc ahal cars His sari ?ccep n.e or hose r I021d '1. L.V F Y V \' YL. V! r l A NON-PROPI4 ROSPICE ADMINISTRATION BUILDING 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA DATE ISSUED Ftlt 10-1a-2018 49 WEVIBNkI DESCPoPIIDN L1 L Lo 00 rr Lu 1 CL �a I Z JDB 6JB2 C-4 PAI GIF SHEET 4 OF 7 A 1 yc�j v - P C I y PROPERTY UNE \ .� •9Y i o®J ` ERGS OF CON57RUCMII ,E L� I I T/ i I _ POT /L,' STORK DRAM LINE ; TO SHE SDUIM MAKE - v WA7LR DGHT SD Ss S` n 'h U , 6" CORE -N -LEE { iv T 15 fURNISH AND INSTALL TRAFFIC SIGNS 15 MPH I ,.; (f) FIRE HYDRANT I� SANDBAGS OR GRAVEL BAGS AROUND DRAIN INLET PER PM GIF CASOA DETAIL SE -8 (mo) BMP NOTES 1. NON STORM WATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM 2. POLLUTANTS SHALL BE REMOVED FROM STORM WATER DISCNAROES TO THE AMANUM EXTENT PRACTICAL J. PORTARLE SANITARY FACILITIES SMALL BE LOCATED ON RELA RonY LEVEL O4O/ND AWAY FROM TRAFFIC AREAS DRAINAGE COURSES AND STORM DRAIN INLETS 4. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON AL1 SUPS INCLUDING CONCRETE WA57F STORAGE AND DISPOSAL PROCEDURES 5. SEDIMENT CONTROL PRAC77CES SHALL 5`TTC77VELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORM WA 77 DISCHARGE. 6 WATER STTE IN COMPLIANCE W1 CASOA KE- 1. 7 SWEEP STREET DAILY IN COMPLIANCE W1 CASOA SE -7 ;C � LDING I 4401 SUENA VISTA RD 3r '35402' _ _ T INSTALL r P� A PA AFD ENrRANC_E _� `£ SITE/ BASIV PER i / NO GRA SEL ENTRY T y'i�l ,r vvV� ! ro✓ND z" Bc Mir EO RCE a.8 STANDARD D-14, I75B4 ELfVADON = 354.00' SHIFT C4 = .. „-, ly i_ � 1 I� it I II 1 1 8� 0 W It � _ <,I v IIS ;' � '.1 .,,?tr.. � x � K S LOT 4 OF LLA 12-0133 < SII i W _. x r7 �I I u L "T 1 I ADUs' lAlYNAT PER J Id HI OF NAY ,R USED E388, 1 1 t 00. NO 0206666972 O.k it ;IIS 1 1 -�� RIGHT OF WAY PER W r,�� DOCUMENT 020705841 C.R. Irl Q A NON -PROFIT niPTCF I PBLIC ULILLY AND ADMINISTRATION BUILDING U EWALK Ed OF YEN PEA ✓' ✓' S OVCUMENT Dy73023878, O.R. 1 1 —FOUND 2 BC MARKED RCE 7564 1 ELFALON- I 3 4,5T 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA „ ,LR VISTA RIDGE DR. co"/j r 7 1 \� / 10-19-2016 oaLNo li ro SCALE: 1" = 20' - - _ — 20 10 0 20 40 J,1 - I '� �V / 1 / fin✓ / 0 \VI. _ ] FN {FJ_ 60 /U✓v wT cR �{ 3; .,Y;,, , ,✓ , ,'f _ �.� f.;, —. / �� 6 ; 1 �T 1 �i A v /NLE , 1'7'F'5 "16 1T . - �I ; 1 BMP PLAN REVISION C CL SWANSON v 5 To 7Av ,�s., .� 1 L4, 0; - — _ ! ENGINEERING, INC.®.m< I t,. F 6W0 Mna Oro. Sul[. P50 3.1...eel0. CA GJJOi T� J . R"4 � _� i 0.(661) fim—�sse r(6ep aur—ae2e SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE III BAKERSFIELD, CA 93301 (661) 334-2741 (661) 3342243 (FAX) ekerp6olassociales.Com These diaamss, rtlaled sessica'ions case, LDigns and at angaiet spasenled hAshy cR ad shall iemain the pmfxly o the Addled and no as hoedI'.II he added, disdase elders used it ogre mr with n' act, r o cje 1 other Me Ne speafe f pI 7 A0 h h Deca pwpaoJ anc de,dDocj mdoui the iihe a . I .I Ne Ar Me Its.;; rcou r'Ih 'rase diawings o nochilinds Adi cos Tule an lu=ive arrIplarce It N's. r Mlhams (E)'is� _�riac 6.9-278 JOB 5]82 C-5 SHEET 5 OF 7 PM GIF CITY RECORDS NO.: ( r A �„ PRp'fR1Y �M£ 1 FOUNDSEC710 2' PC OR �G s_ L -_.. 457.E 4�„LA ° { lE ) r ( 1 3 — � `�_.. j _..� f7 t �. _-r._..__ __ •1_ �— ETH Zit RANT, RARETURN TN 90f OF CORN �.� L30S R26E MD_8Id ELfYA DOH = 354.73' - (E)'is� _�riac 6.9-278 JOB 5]82 C-5 SHEET 5 OF 7 PM GIF CITY RECORDS NO.: IS ILI 2 e c.2X 2 Q' PROP&TYLINE > rJ; c ix to s ; x [MN7S X CYANSIRUCRON1 ✓ c *, , — ANWROV ! s as + I r- x Eir.;:r: ,hx x t T t 0.:i 1 ` / PIcP/:, cG A TFAV 01 'L. , , +, (TCO, rO, NOT FOD,C x - IT ' ' �, ✓c r ,X., -x�2 / .,.SJt25J d �Y Ihb (H l7/lJ LLIR78 OF CONSTRUCT70i DEMIXATION t pg 3 F �T4 5 T DEMOL177ON AI Oi REMOVE (E) CURBS, V GUTTER$ }- AND CURB & CUTTER. 0 REMOVE (E) TREES Q3 REMOVE (E) CATCH BASIN ® REMOVE (E) MANHOLES, -, CLEAN -GUYS QS REMOTE (E) .SONS © REMOK' (E) Ell TEE O7 REMOVE (E) IRRICA PON COPPONENTS. COORDINATE W/ LANDSCAPE PLANS ® SALVAGE (E) BIKE RACK AND - - RETURN TO OWNER. (2) REMOVE (E) LANOTIALI TO - - LIMITS OF DEMOLIRON. -- REMOVE (f) LIGHT STANDARD. - - - COOPD/NA LE W1 ELECTRICAL. MISC. UTILITY NOTE CONTRACTOR TO CALL FOR USA COCA IF AND RORTOE ALL MARKED UPLIPES IN CUT AREAS VERRCAL AND HORIZONTAL LOCA PON SHALL BE ASCERTAINED BY THE CONRRal AHEAD OF ANY EXCAVA71ONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WIN ANY URLIRES /N THE EVENT A CONFLICT EXISTS THE AREA. IF EL CL BE NO Ek M ORDER TO REDESIGN THE AFFECTED AREA. lF RACTOR SHA L E COUP URVRES IS DEEMED NECESSARY, THE CONTRACTOR E EV BE COMPENSATED FORD,TH INSTRUCTED CONRARON. IN ML EVENT A URLITY N DAMAGED, THE CONTRAC70:Y SHALL 8£ WHGLCY RESPONSIBLE FOR l75 REPAIR. UTILITY BOXES CONTRACTOR TO AD: UST ALL EXISRNG URUTY BOXES/VAULTS TO GOI (E) BUILDING I. 4401 BUENA VISTA RD FF +35402' DEMOL177ON LEGEND: (E E) SIDE; tF 1400 /NV ✓' r fCCEO) 1E) 6 51 mss- LM7S PRO°ER]Y LNE 'rYJ 7, cjs k 4It I 7 y� Z 1`ds r.. t T r I �y r, R L 2 (2/ r I It 2 l 116 (t J ; _L/ vii 2 7 It ' /4 "4� J . .cif L;c I •-B r Ai sw 3.' � e� IUP/ o v' /5 K � I .:� I*,- ' I I � I 515 x=` x H` 1N-. •` `t / I ,. RIGHT OF W Y PER A I DOCUMENT 0707056433 OR, , r I, I Is rj:—_.__--_-_— Y y. r� OPEN TRAIL RD. i A� � R/ENT-OF WAY R I p I /s - DOCUMENT 021379077 OR. �,. j .MATERIAL 1-... I I. I , , 9 ...., ..... n STORAGE I , . r i EAAnoNs � I ABeR . �� .t .. u 4. .. ,. ,ti 1 r , l s I I I .t 'F ,. .. .-, �_ • :.:, - f EXISRNG r.. A - O I .,..; kkk ,.,, r j/ (AWTS O'- (X / P ^ ' __ ---. 'GnB T. �., ;^,! / .-1-.,-<.. // r" ; ,I _ I, r,� IVP. TIPICAL Of , ,, ; ,. { Qr' I, y <' Cp✓SRN/CTNM'/ t' LT, :,. j �, FD. FOUND ---. ----. -__ L4'1/gAR6W : (PUBLIC URL/ AND 2 ; d, _ .. 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A - O I .,..; kkk ,.,, r j/ (AWTS O'- (X / P ^ ' __ ---. 'GnB T. �., ;^,! / .-1-.,-<.. // r" ; ,I _ I, r,� IVP. TIPICAL Of , ,, ; ,. { Qr' I, y <' Cp✓SRN/CTNM'/ t' LT, :,. j �, FD. FOUND ---. ----. -__ L4'1/gAR6W : (PUBLIC URL/ AND 2 ; d, _ .. I�. �, (X MEMEPIT PER BK. BOOK SIDEWA 4 2 4 I 00_UNENT 0 13079678 ''OR C.O.K.ACE V 1" I '' CCOUNTY OF KERN ` �� ✓- '`. I " COS. CITY OF HAKERSFID 2 CONC CONCRETE �✓ j AG. ASPHALT PAVEMENT l ��' 1 �� -}xl/ m3' _ I FG FINISH GRADE EP EDGE OF PAVEMENT flit, I �} YJ[ _ TC 70P OF CURB T (t /UHF e FL ROMINE FF FINISHED naaR a I u x � * r^` FP FTNlSHfO PAD �\ V` , ✓' TP TOP OF PAVEMENT I' CB GRACE BREAK 4 / R` s + "3'2 JJ�`s�a Ix FS FINISH SURFACE r 90 1 - i>],/ r-"' l " `_. 75 WOE PACIFIC TO ANF f.ECTRA7 n �^ ,I/',. • TO; `;a• � -• -.. 1Y� CURB h CUx I �'�� `�) i. x F� PAGE 2076 OF qtI FfCOP OK 6453 ' +W�RCINE F(ISEMFyT PER BDS IT,BEGIN REMOVE (F) '' -- - — . Ac ITER r x V TECIN REMOTE z { --. aw ',7.f'2,- ae t L• 6 (E) RB N x ,;I£ 9 ✓ ,0-_ U�x ° I rRIND [ Bx 44FRK69 L.` V r 7564 LE.EVA110V 35400' _. s I" " a , , ,. 1E ba- • �"'�' ri -- 749' 9x�, ]° A I, �� ' h6. -- V x - Y - i % %1 11 �. ;'IM- -r? '-r-- I✓b -mac tY `"' � �T•1 r, :. .G ,r. " - i[x '-,,., T 9 % L I'5 Y ",I,t -- i. �,Dyc 0i c #'12'Its'r4 x i� I ., - , rT S T _ -,_ E 5 x.Ee X x x 7I` fJ ^2 a Sad--- - 2 X Q Xr x Itt is u ti ,m}'5 1t D LEGEND: T. EXISRNG FIRE HYDRANT }- EXISTING POWER POLE -- ... EXISTING STREET LIGHT FOUND MONUMENT " EXTOLLING TRAFFIC SIGN -, EXISTING WATER VAC VE s) EXISRNG SEWER MANHOLE EXISRNG CLEAN -DUI -TO -GRADE (N EXISRNG STORM GRAIN MANHOLE EXISRNG STORM DRAIN LINE EXISTING FIBER OPRC LINE - - EXISTING WATER CINE - - EXISRNG SENER LINE - - - EXISRNG GAS LINE - - EXISRNG FENCIFUNE -- EXISTING ELECTRIC LINE - - - EXISTING OVERHEAD ELECTRIC LINE . — — ... EXISRNG PROPERTY LINE - EXISRNG RIGHT -OF -WA Y ---:--__ EXISTING CURB & GUTTER Ic IF d To Q L i' `F 1 `% ] L " 1 :'. J?1 x a I 1 ,} _ .ULL 1 '. a `' W x lz�� xl wj < co LOT 4 OF LLA 12-0133 li+ Z W I -III �� I I � s=/ m A u +F xJ I En's"', + 71 l<ti' /� `ruin/ T jtIj :1 XIL M n t 176 r ob l �II x,`J-NEE 3 r11 N� I/ P ;l .d z/`n Frc(Rln ro x. T y-` 25' ADDIRONAL STREET Or IT YU Y RGrlTO PRD:cJ 638 � I R i A�f I IOC Nv. 02060664]2 0.2 ji X N 1RICHT-OF-WAY PER 5 Y 3 x 3' ?ly>7rr T}.71 J {% DOCUMENT 02070584}3, O.R. x aTi Tj �bx ti y I I +"s �k ` 1 ITT., x III ' s' /�� N I , ; It I ',�, ' x r i+, :� o �' I P Bvc unv(r AND I r 1`•11< I'I r� _ S EWACKEA6'fMfNT PEA 2( II }5} X��, - 2r D UMfNT 02130291 Of. ' -, -K I } 2 `�� FOUND 2' PC YtPKEV RCE a1 hpp�.a" p s1 t.. rz 4 �l ' j; ", (TUN = 354,52' V) CC CC r ZHOFFMANN I Q A N PROPIT ttOSIIt ADMINISTRATION BUILDING SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT' 1801 OAK STREET SUITE 111 BAKERSFIELD. CA 93301 (661) 334-2741 (661) 334-2"143 (FAX) skatpholassociates coni These drawingo,,eleed 3pecificalions Ideas chance ,cd nary a rb rep seal d bsmb ale and shat imam he pre of he Alen led and ro poll rh ea- shal he cooled, oI d disclosed r o ¢sa used to cAnsc,oiA ar worpll IherNr [he spRtc (m 1 ehah h l h; been one has e A p b nllhoa the m de onssji 0 the 8ichilecl Vocal CoNall nibeedaurg r p plalln. Lal cc�shlal Unclusy, ateeVm_ J A 2'e LGlaai 9—FR— d a/ ; II oN 4401 BUENA VISTA ROAD V '. �, rl BAI<ERSFIELD, CALIFORNIA 3 x < x TT I ter✓ --_---'--- x VISTA RIDGE DR. x I � 10 � ,n � MTE ISSum roR .; „ 's.- , a l , R la IX io-lu-zma��ro.r \x / *� �A` +% c x r �161 }3 20 10 SCALE: 1 - 20 40 -. 1 x `dam ' nX--x l ,�._. —rt+ 4_ x ^ II 7/,.ice. Ids J s -t j.�a,a' i- :.., ,y H 1 .a R71 UT1, -'ll BEGIN xeOV£ � �,. x r �� _ �,�-7 # x DEMOLITION PLAN ;o , '.:;. (E) &'uRe GUTTtw PB �,✓ 1., I <, .hv ,c 7 <, Iu^ �^ �:� . ''' 1 ``' :,.a I j I BEVlsloa OESCBW'fpN n x END REMOV£ ��r (f) CURB & GUTRR i7 , , 7� t x r ,� ( x.;, _:G oa SWANSON .^`,�, O Al" .. ENGINEERING, INC. FKIIC arly '_ �.0>, ,t � I I I I I X " y 6600 MM Aw.. SWte ib0 — 9eke�alla : CA B.U08 i x� .MNF 16-021 .1.T X x Ix , _ JOB SSBR s„% r 397 x X30. 5 , r 4 To ` R� `) �\ j {/'0.0 A .s ] 6.9-278 C-6 E (/ - PRIL64f +- —x-_,=._. --�.-w�E - 1 %,%X,•.' CORA SEC:OAI 13 FOOND 2' PC FOR Sc PI/ OJF 46735'— ,1rte F N •� r.,-. ' > .. > , ./.. x s.'. "�” � 4 6c�.-s ...'_',X----._ t-%'..�,.. TILOS. RU6T, ,u06H .vTEFT s aE7 L t .._ ` Ls `, ® i C / ^ - x 1Yx < ,.,fit' ^6 s';;; ,'� .i ..� — ELEUA RON 354.13' CITY RECORDS N0.: `° -° - x — — s - —i- = _ __� .hA f X�37Y (, .I "'t', °n STEP WALL 1 COURSE EUY 5 BLOCKS PRLWfR1YEbV£ rotiz x If ISI NEW BUILDING C ° n 43#XjBUENAJVI$TA RD °— FF -5525 l s FP=5475 x% \�. 54635M - 1 tl,.'s9 6°GPO �I 2" CAP, MATCH =0111 _ fX,'STING x v2 ! s Oa A --r 3 r I I NOkS Its, 7._CPc't0a � I -ONCRET TABS T —IOP OF NALL OSS GOVCRfIf AND OST AT 1NA7 1 LBO PEA SO AT Z8 ALIS A i I , O - GPLOE A" -OTS c� "OFF j 1 NR $W C UAK75 PER ASTM C -9O &IXW ms� AM 7W COL OR AAD W 01 ) 4 NON — PROPI'I' H0SPIUE� &OT' WILL ALLWASUENA LISTA (� (' ADMINISTRATION BUILDING ROAM 70 AF AfOR7N 4401 BUENA VISTA ROAD -LNOUT - i PART tE1kNr 3 BAKERSFIELD, CALIFORNIA 2 - 14 CONT. PARTS SM 1 PARIS PEA DAIS ISSUED FOR GRAVEL j 10-19-2018 -MORTAR - I PART CEMENT, Y1 SCALE: 1" = 20' 1 PART LIME PUP); 4Y1 PMTS WATER PROOFING MEMBRANE9NA I 914 PER CDC FOR PORTIONS _ ,�4 -POUR F677ING AGNNST O'WALL BELOW GRADE 1 UW&Sn/RPEA NA nW SOK. 1 RE4ISIOR -ESNFORXG SM M AE SWANSON GRADE 40. 8X8'X16 ON`REIE 1 FC BOCK fet,,' GROUT ' SCUD ALL CELLS �. I� 1 5500 Ming A, SURe 250 — 9e ... latest, CA QMM P: 1881) 831-4918: L'(881J 8J1-4029 4"PERFORATSD PIC (CONT.J. .] 1 I ' 1 OF -IN TO 011-577E STORM r s,' GRAIN SEE PLAN, Ate JOB 5182 i C-7 6.9-278 PM O1F 3" I +' I SHEET 7 OF 7 CITY RECORDS NO.: OF F007ING I -3 - 14 CUNT 30 4' RETAINING WALL C7 STEP WALL 1 COURSE EUY 5 BLOCKS PRLWfR1YEbV£ rotiz x If ISI NEW BUILDING C ° n 43#XjBUENAJVI$TA RD °— FF -5525 l s FP=5475 x% \�. 54635M - 1 tl,.'s9 6°GPO 133 I I U 2 I a I I 6 I x"Yex�, v ox i , x ..x �tI—�'— sis xI l i 1 r 11 I ;c p„ in L I G 'ill I xl„I �I 30`�;1 ,y.l C7 T I DOCU cF WA F ,DOCUMENT 007E 1 k ANGLE PUNT I 5655 7W M88 7F T LI fi}� I ` P�NI-aAj�lrl $hl , � ;, END WAu COWSTi 5588 7W; 5166 F — *ST "� WALL f'CIX(R-TS IN li e f EIEN LYLWfM£N7S OCTUUI F7WAY ffR OC�'UMENA 021.7f791 CYN WALL CQ457RF/ "0.4 55M 7W 5133 7F , MB •T ANIXf POINT nnf I 5500 TW 5333 TF - fASt/S0U7N LNM75� p�Y IPr� ( :'P, I C aw nw 7vNl ffJILYOKW lxk:f �PURUC UPLY Aro I SIDEWALK EAlEIAEI �i II, i T5 �. III Iwcvlu�T o 7341 I Y 30 1 `ir2� : /xf Gra III 4L F :k` x I` I . END WALL COM57inoN/I "f -IN TO (E) COLUMN 55447 7W 5z33 7F - EAST/SW7H '17%',* 4 ff r :r _ Is i r I b i _I 11 I l ' 1I� L, l� i u } = � �' $v. �XOcsu1) i w u pa � til x U A L xTs is j� r o � I � x If, -lIN ,u aAl l ” k"lys'x l ti 1 x Al Is e �� 4rF PX� .F� V.,I A �I SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE 111 BAKERSFIELD, CA 93301 (661) 334-2741 (661) 334-2349 (FAX) skaTphelassociates. Com Ue damings diDidd zpecilealinus ideas des a aogelovaC le9ms n ed In letale and anal ei lik p oge-s of In kid lea ane 'o pea Therm shall be mega, hmasad s oihels Isa1 in :xhedan v,an a'/ no[N a pmje:1 one, [ha Oe speffic emed rh h , nrve been pl pad and melappi ndh It, onsed [ r [he 4 din I Vissnlaj 1 P Ilea dla os s oi specididism sh p covine c n: i, aa.epbls¢ a Oa. lesmsal< FOR REFERENCE ONLY — WALLS BY SEPARATE PERMI' �I =0111 _ 430P/ 133 I I U 2 I a I I 6 I x"Yex�, v ox i , x ..x �tI—�'— sis xI l i 1 r 11 I ;c p„ in L I G 'ill I xl„I �I 30`�;1 ,y.l C7 T I DOCU cF WA F ,DOCUMENT 007E 1 k ANGLE PUNT I 5655 7W M88 7F T LI fi}� I ` P�NI-aAj�lrl $hl , � ;, END WAu COWSTi 5588 7W; 5166 F — *ST "� WALL f'CIX(R-TS IN li e f EIEN LYLWfM£N7S OCTUUI F7WAY ffR OC�'UMENA 021.7f791 CYN WALL CQ457RF/ "0.4 55M 7W 5133 7F , MB •T ANIXf POINT nnf I 5500 TW 5333 TF - fASt/S0U7N LNM75� p�Y IPr� ( :'P, I C aw nw 7vNl ffJILYOKW lxk:f �PURUC UPLY Aro I SIDEWALK EAlEIAEI �i II, i T5 �. III Iwcvlu�T o 7341 I Y 30 1 `ir2� : /xf Gra III 4L F :k` x I` I . END WALL COM57inoN/I "f -IN TO (E) COLUMN 55447 7W 5z33 7F - EAST/SW7H '17%',* 4 ff r :r _ Is i r I b i _I 11 I l ' 1I� L, l� i u } = � �' $v. �XOcsu1) i w u pa � til x U A L xTs is j� r o � I � x If, -lIN ,u aAl l ” k"lys'x l ti 1 x Al Is e �� 4rF PX� .F� V.,I A �I SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE 111 BAKERSFIELD, CA 93301 (661) 334-2741 (661) 334-2349 (FAX) skaTphelassociates. Com Ue damings diDidd zpecilealinus ideas des a aogelovaC le9ms n ed In letale and anal ei lik p oge-s of In kid lea ane 'o pea Therm shall be mega, hmasad s oihels Isa1 in :xhedan v,an a'/ no[N a pmje:1 one, [ha Oe speffic emed rh h , nrve been pl pad and melappi ndh It, onsed [ r [he 4 din I Vissnlaj 1 P Ilea dla os s oi specididism sh p covine c n: i, aa.epbls¢ a Oa. lesmsal< FOR REFERENCE ONLY — WALLS BY SEPARATE PERMI' �I 430P/ x v2 ! s Oa A --r 3 r I I Its, 7._CPc't0a 133 I I U 2 I a I I 6 I x"Yex�, v ox i , x ..x �tI—�'— sis xI l i 1 r 11 I ;c p„ in L I G 'ill I xl„I �I 30`�;1 ,y.l C7 T I DOCU cF WA F ,DOCUMENT 007E 1 k ANGLE PUNT I 5655 7W M88 7F T LI fi}� I ` P�NI-aAj�lrl $hl , � ;, END WAu COWSTi 5588 7W; 5166 F — *ST "� WALL f'CIX(R-TS IN li e f EIEN LYLWfM£N7S OCTUUI F7WAY ffR OC�'UMENA 021.7f791 CYN WALL CQ457RF/ "0.4 55M 7W 5133 7F , MB •T ANIXf POINT nnf I 5500 TW 5333 TF - fASt/S0U7N LNM75� p�Y IPr� ( :'P, I C aw nw 7vNl ffJILYOKW lxk:f �PURUC UPLY Aro I SIDEWALK EAlEIAEI �i II, i T5 �. III Iwcvlu�T o 7341 I Y 30 1 `ir2� : /xf Gra III 4L F :k` x I` I . END WALL COM57inoN/I "f -IN TO (E) COLUMN 55447 7W 5z33 7F - EAST/SW7H '17%',* 4 ff r :r _ Is i r I b i _I 11 I l ' 1I� L, l� i u } = � �' $v. �XOcsu1) i w u pa � til x U A L xTs is j� r o � I � x If, -lIN ,u aAl l ” k"lys'x l ti 1 x Al Is e �� 4rF PX� .F� V.,I A �I SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE 111 BAKERSFIELD, CA 93301 (661) 334-2741 (661) 334-2349 (FAX) skaTphelassociates. Com Ue damings diDidd zpecilealinus ideas des a aogelovaC le9ms n ed In letale and anal ei lik p oge-s of In kid lea ane 'o pea Therm shall be mega, hmasad s oihels Isa1 in :xhedan v,an a'/ no[N a pmje:1 one, [ha Oe speffic emed rh h , nrve been pl pad and melappi ndh It, onsed [ r [he 4 din I Vissnlaj 1 P Ilea dla os s oi specididism sh p covine c n: i, aa.epbls¢ a Oa. lesmsal< FOR REFERENCE ONLY — WALLS BY SEPARATE PERMI' 430P/ x v2 ! s Oa A --r 3 r -- j (�ra� / , 7._CPc't0a � I T x N � I , c� "OFF 1 Z ms� 133 I I U 2 I a I I 6 I x"Yex�, v ox i , x ..x �tI—�'— sis xI l i 1 r 11 I ;c p„ in L I G 'ill I xl„I �I 30`�;1 ,y.l C7 T I DOCU cF WA F ,DOCUMENT 007E 1 k ANGLE PUNT I 5655 7W M88 7F T LI fi}� I ` P�NI-aAj�lrl $hl , � ;, END WAu COWSTi 5588 7W; 5166 F — *ST "� WALL f'CIX(R-TS IN li e f EIEN LYLWfM£N7S OCTUUI F7WAY ffR OC�'UMENA 021.7f791 CYN WALL CQ457RF/ "0.4 55M 7W 5133 7F , MB •T ANIXf POINT nnf I 5500 TW 5333 TF - fASt/S0U7N LNM75� p�Y IPr� ( :'P, I C aw nw 7vNl ffJILYOKW lxk:f �PURUC UPLY Aro I SIDEWALK EAlEIAEI �i II, i T5 �. III Iwcvlu�T o 7341 I Y 30 1 `ir2� : /xf Gra III 4L F :k` x I` I . END WALL COM57inoN/I "f -IN TO (E) COLUMN 55447 7W 5z33 7F - EAST/SW7H '17%',* 4 ff r :r _ Is i r I b i _I 11 I l ' 1I� L, l� i u } = � �' $v. �XOcsu1) i w u pa � til x U A L xTs is j� r o � I � x If, -lIN ,u aAl l ” k"lys'x l ti 1 x Al Is e �� 4rF PX� .F� V.,I A �I SKARPHOL ASSOCIATES PAUL SKARPHOL, ARCHITECT GREGORY FRANK, ARCHITECT 1801 OAK STREET SUITE 111 BAKERSFIELD, CA 93301 (661) 334-2741 (661) 334-2349 (FAX) skaTphelassociates. Com Ue damings diDidd zpecilealinus ideas des a aogelovaC le9ms n ed In letale and anal ei lik p oge-s of In kid lea ane 'o pea Therm shall be mega, hmasad s oihels Isa1 in :xhedan v,an a'/ no[N a pmje:1 one, [ha Oe speffic emed rh h , nrve been pl pad and melappi ndh It, onsed [ r [he 4 din I Vissnlaj 1 P Ilea dla os s oi specididism sh p covine c n: i, aa.epbls¢ a Oa. lesmsal< FOR REFERENCE ONLY — WALLS BY SEPARATE PERMI' 430P/ (�ra� / , 7._CPc't0a T N � c� "OFF 1 Z ms� 4 NON — PROPI'I' H0SPIUE� (� (' ADMINISTRATION BUILDING 4401 BUENA VISTA ROAD BAKERSFIELD, CALIFORNIA DAIS ISSUED FOR 10-19-2018 SCALE: 1" = 20' 20 10 0 20 40 WALL PLAN RE4ISIOR DESCRIPIpN SWANSON ENGINEERING, INC.. ®m, 5500 Ming A, SURe 250 — 9e ... latest, CA QMM P: 1881) 831-4918: L'(881J 8J1-4029 .qB/— I8-011 4S JOB 5182 C-7 6.9-278 PM O1F SHEET 7 OF 7 CITY RECORDS NO.: