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1990 - Mountain View Drive
Revisions ��1Q Rmvisiottd ,4� 0tv�/s RtviaAans Ap"ois Revisions Apprtww+a+� Goscri tion ,4 Qotopa""wl etor of ftalk Works / :9- - Qmmerfotioa S' A r®d Qoty � Description A cid oaf C En ."aw .. QvscriplA®a B Apprortd Coto lam• d by paoy Ga. a�wrandoad Gaaw a r ,n®®ria Qrd' t@ i►$#d B ® $ C.o E�yia +* Z$'?. Q® CeS LrA!e►oh .� tP1T0 u5t 9-P®"L PIPS "Std AT � PRCt�ERTY LINE �.° ! 1 � IN At.IT`LZT MR V.C..P. OR GUTTER LIP CK Cr CU CUTTER FLOW LINE ACK OF ST®R R 4 t�" / � ® A.C. � sir�Q R�"slsmar SEW- St DE Kamp72. is SEND t4 5 ' A IA /At/e1P L1/` 4T'Leh SIOC PRY HOLE �."@1ttd. CIA. C� `� SANITARY ----_ w ate wlteera�►.+t _ E R TE ° �tAK ATIWAUb AIM —.'11" tN t �►at tom. ..1. SEWER 3EWb be ; ,,i''��t <. -�.` �` fes. o��,� ,CYC 6,r�a�55 N4 O ` °commum1w tw �ARt� LATt Vf w . '.• mat»bdER 3N �' , •®.•�.:. A. 0 X06'/k''5 Oe et-P A��t/IN& / ;��✓" ��A i` r , �. a caaL.L A� sp CK 401, Rtm IOWA 11 G� P,44 r101V !0�' 4�>b1L 4 • :�. e r� ,...: PAVE MEAN°' '�'•° •:e ��� � ��� x:. tie A ,C0A'0W7"141f -5,ee 61V •P -$,41V4P- • " " " T Rt L. \: a TYr A3Tm 15T C476 CAT ze r/e a _ _ _ % �: troll CLAA {�Zy c�aa As I g y $L/ Yh ? x � M f. Aa+Fm ws.w.a+rw L er simr.*cEs ro " ' / / ` #### T Dau. V*- m� aACasa'n Ps r!/3t is 9P"° M�l l CURS 4 GUTTER i SIZE A� m ° JUN T9 Tt) to A'NA. T414 t t/#" NOITE: LATERAL SMALL SE eP,•G ►,�. 9� Lima � °�1tN.� �u &Y ,® t/x® WNW p11�E E1.1CA D 1Pd CONCRETE, Mthl L.ATERm*L.5BZE. � °. WwEm TUE:COVER IS LCSSo TUAN *4 s4 011%, MIN, SLOPE ;• OVER TOO Or PIPE. $0 1/4* Pen FOOT Mm *4ALL em rim CUT Or-pCme "LEE l�1 EC Ni MANttC>LZ 91idd.t A► RV rMENeR *05rAll. IV 77 t5 WyE SANITARY L.ii�lE 4" `: 4" 1�1owigM Cr tC�16 t�Itc w- "A" J! " ire. ' °��° SEND tA�"' �t/G �G°R PLACE REDWOOD GRAPE 6M l9 tF" t*At.L. CYUK0ves it .f- i1 t�trrr ) mm TAtc AT A1t� bR 1.ATE.RAL. AM " Y'4iAu"1b T1�LytiK" C AM' IPI F.t�t414 SEWER �'iA4N t"lAtu. '" •A !"it'°!L." 19 t L1 ��CTI _... .......,. Get+cxtT t"LL. DC A IUd1 't �'drd,004i # AV- SECTION, V- 4�RMt!5k AND 4.*=J 's 3NALl- well. TO Avy v�L.�r . :. p%a. hwhr CM A OKC0tvt PIUV64d. b�L* ,Ltcstd' {a• � NOTES' wt!µ CAST t t"1 R� o 0 8Ht►1.1. t i.iTNK.1.Y '"lb /oddity 4.'S" SMALL. SE MARKED ON CU25 OVER LATIER&L TMIS V 514AL.L.se SsTAmplo two NE.W C,oue- Q COVER(SVOCAS wwEAt CURB A140 GUTTfg ONLY is To CE CCN'* R&TZ AND $"LA. BrL CutSE1"20 INTO UIST It oV a' tt+1e3 Ce�aCT .. :d. C►ttt°P�o MhttGr!5, ' 2"5�" 5Ldk" &t+ MARKED OM BACV c5� 5tE9 WAL.� 4 TUI"5"'bw&L.L. SE NOT l.E". 5 Ttao.N �bitfmt, � �T1�bi .�.** 312 �K25- XmV . a' �� C � eU►L1. t�tC34 t9e~t,isL°tT9 Ott'COVEN LATERA-L"WWEN BQTM CURL ANO GUTTER z'�6tDE,A140 S1N®"t3EZ� a • A VAL, aF'�iC �"?•1GialM 1510CWA.LK It TO rs CON5TRUCTSO,4R � it W-4 .��.���'�' 10N 6-A .�p�citicotipn e4��f. c�A off' s�°�f CtJl� rJars s r�.` s�A ificotion Rif PrDli Q� 3 �tts Qdts� !�' 3�."GA N ,mr. =VAMr CM' 4W ALLO 0844M : spircification Rod Gouarr of s.�iv tole aetspa s+aarv: ® "ARrMsar N4 SCALE � pry Qs����'is�r e�N� EZ'W8 Q,7bmt 4Wr 41CialL !'AewrEalao QEpARruemr ACWI�Al Q � SEWER T rrP IC,4L �°'CG�/�MIC- CONLr' MAN—HOLE SEWER ./ TI AL,- SAM X � • . �..04—C !�',£',E'C4 T° C!1/�/C�.'�'7�' i#•�l�Al// rte. CONSTRUCTIONNOTES 1 . O CONSTRUCTION SHALL BE STARTED WITHOUT' PLANS AND/OR PERMITS APPROVED BY THE CITY /-¢. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF EROSION CONTROL APPROVED ENGINEERING DEPART E T. THE CITY ENGINEERING DEP RT E T SHALL BE NOTIFIED AT LEAST BY THE CITY COMMUNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS. 46 2 HOURS PRIG TO STARTING CONSTRUCTION. ANY CONSTRUCTION DOE WITHOUT APPROVED PLANS /6. ALL UTILITY RELOCATIONS AND/ORALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER OR PRIOR NOTIFICATIOTO THE CITY'S ENGINEERINGDEPARTMENT ILL BE REJECTED AND WILL AT HIS EXPENSE. BE T THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. ArA6 A�P-�® 2• ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO AND COUNTY OF SAN LUIS 16• IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES I THE LINE OR GRADE HE SHALL BRING Of BISPO STANDARDS D SPECIFICATIONS AND ALL O SHALL BE SUBJECT TO THE APPROVAL OF THE IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. CITY ENGINEERING DEPART E T. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. TY STANDARDS AND SPECIFICATIONS SW&MO3. SOILS TESTS SHALL BE DONE I ACCORDANCE WITH THE COU /7• EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS AND ° . SECTIONS 11-351 .1403 AND 11-351 .1404. ALS. TESTS UST BE DOE WITHIN15 DAYS PRIOR TO SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT f��� ® �°� ��y,/�°, /� PLACINGMATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THIS POINT._ THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT fa MATERIAL. PRIOR TO THE PLACEMENT OF BASE. 4. COMPACTION TESTS SHALL BE E 0 SUBGRADE MATERIAL D MATERIAL PLACED AS SPECIFIED BY /$ ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A ��✓� �� ' /��l�,�1®L� THE CITY 'ENGINEERING DEPARTMENT. SAID TESTS SHALL BECOMPLETED BY A CERTIFIED SOILS 1 REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR I ACCORDANCE WITH CITY STANDARDS %% � �_ �� � ®� ENGINEER A D APPROVED BY THE CITY ENGINEERING DEPART ENT PRIOR TO THE PLACING OF THE NEXT DRAWING M-1 AND AS REQUIRED BY STATE LAW LAND SURVEYORS ACT AND SUBDIVISION MAP ACT" ® ®� MATERIAL. ' Ale!,/ ,'R CL.�,41Ve&,T 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO RELATIVE COMPACTION OF 95 IN THE ROADWAY PRISM 1q. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. N4W � �� 1-4rf '.4G BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS 20 THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES r BELOWTHE ZONEMENTIONED ABOVE AND I THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90 THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION BATA Iw 4't• ",47f'�l''411V RELATIVE COMPACTION. OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY 4v ,r 6.4.5 ly,41/V OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY . A REGISTERED CIVIL ENGINEER UST CERTIFY THAT THE I PROVE E TS, HE COMPLETED, ARE I AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, b �'t� �„�� �-� �• 1,��/��•/-/��y ����1��, CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION, "AS-BUILT" . PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, THE IMPROVEMENTS AND PREPARING THE "AS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. TREE PROTECTION NOTES IS DE. 6A Z. A BASE PRIME COAT SEAL O FOG SEAL ILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING 2/ THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE IN . ALL EXISTING TREES SHALL REMAINUNLESS OT^HER ISE NOTED. DEPARTMENT. ACCORDANCE WITH TETE CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND 2. EARTH WORK SHALL NOT EXCEED TllE LTMII•S OF THIS PLAN. B• A INSPECTIONAGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OFA ENCROACHMENT PERMIT AND GRANTED BY THE CITY ENGINEERING DEPARTMENT" 3® LOW BRA CITES I DANGER OF BEING TORN FROM TREES SMALL BE PRUNED PRIOR TO ANY HEAVY START OF CONSTRUCTION. 12. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND VIZIA11070Y HAP EQUIPMENT WORK BEING DONE. 9" A EFFORT HAS BEEN DE TO DEFINE THE LOCATIONOF UNDERGROUND FACILITIES WITHIN THE JOB SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. Al 77-5. SITE. HOWEVE , LL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES Y NOT BE SHOWN ON 23. ANY DISTURBED MAIL BOXES SHALL BE REPLACED INA MANNER APPROVED BY THE POSTMASTER AND THE . VE111CLES AND STOCKPILED ATERIALS SHALL BE STORED OUTSIDE THE DRIP LIE OF THE TREES THIS PLA AND THEIR LOCATIONWHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR CITY COMMUNITY DEVELOPMENT DEPARTMENT. O REMAIN" AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUNDUTILITIES AND OTHER FACILITIES D FOR PROTECTING THE DURING CONSTRUCTION" ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT--OF-WAY SHALL NOT BE PERMITTED 5. TREES TO BE REMOVED SlIALL BE IDENTIFIED 1111 A SIG PROVIDED BY TIIE CITY. 10• ALL UTILITY COMPANIES UST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE PROPERTY OWNER. 6. TREE REMOVAL PERMIT" SlIALL BE POSTED AND VISIBLE rROM 110E STREET. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT U.S.A. AT 1-600642--2444 2 TO 10...DAYS 25. 60IV7,'AAC70A? 1-/AI..�° 1'QT'hiDG� �X. l A-r-,ER 4/N� 7-0 Ve5R1�Y" .0,6/0r#. 7. TREES TO BE PROTECTED SMALL BE FENCED DURING CONSTRUCTION WITH 5-FOOT' FENCE AS S11O PRIOR TO THE START OF EXCAVATIO A SHALL VERIFY THE LOCATIONOF ANY KNOWN UTILITIES AND �� ,�A/V®T.g,rpy �a� �'� �/�'�" ►HALL. �: �'t/C 0 THE PLAN WHETHER 0 NOT REPRESENTATIVE OF EACH COMPANY ILL BE PRESENT DURING EXCAVATION. VG 15//14 ,�� �.,D �? ,3, ,/ //V T C-��AG ®Gk 7~ E1Y�0 SOA' 11 . A CITY ENCROACHMENT PER IT IS REQUIRED FOR ANY 0 WITHINTHE PUBLIC RIGHT'-OF--WAY, FOR BOTH JO��T A ��LY. 14/p,:', �r7"T✓1l� ��c��svy �✓.qG . ,3 /�V 8. ANY ROOTS 2" OR GREATER I DIAMETER ENCOUNTERED D RI G EXCAVATION SHALL BE HAND- SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO Gc�iV, O�eMA^/G� //1// ,gPi�L/G/4,�L,� �2EG?L11.�° /►���t1 T� A 6-r^'l 5054. TRIMMED, BACK TO A LATERAL ROOT AND SEALED. THE START OF CONSTRUCTION. 27 c 9WffR ,_A7--�RA4 i6A1 1_Z_ ,C-X 7"E- O/4/,5 ,G®®7" /;3E�' 01 Z? 7-/Y, ' /0R®,`',eR 7"Y ® A CERTIFIED ARBORIST UST VERIFY THE PLACEMENT OF ALL TREE PROTECTION EASES BEFORE THE 12. THE CITY I SECTOR, ACTING O BEHALF OF THE CITY ENGINEERING DEPART ENT, MAY REQUEST REVISIONS z-//V'0 ��tlV� CITY OF ATASCADERO ILL RELEASE TI IE BUILDING/CONSTRUCTION PERMIT FOR THIS PROJECT• IN THE PLANS TO SOLVE UNFO SEE PROBLEMS THAT ARISE I THE FIELD. ALL REVISIONS ARE 28. -7'-991VC� ��,A1_1_ G0M�oRM �/�R,�"e.�tllR,�,��,rV7"� �� �'i�' /N • -R4' iVCI-1 CO TACT �,4�/�Y' A�101` , ARBORIST, T 4&1- q41� FOR SITE INSPECTION. SUBJECT TO THE APPROVAL OF THE DESIGN ENGINEER. 0E7A/Z �► ,, 7�/5 5`y�:�7- WR VERT ICATIO UST BE SUB ITTED TO THE CITY E ITS• 13" THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGES HICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED I THESE PLANS AND SPECIFICATIONS 07 14, FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL /`��'��'��'�Y L//V& BE DE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPART E T AND THE DESIGN ENGINEER. 30 L0CATION Ovc141 YES NIUSST'6,6 VER/,C/E/0 14/17-11 EACAI ,�1?O�ER7`�Y OGt11V,6 P BY COV7RACTOR 436F/4/G/�1�'14911t: qS6•�4- 11V V251q 7_' t5E WE, lAA1h/©G•E i6TMA 10 -t-00 ME40o?P AqA�41N& 1� e tel. 46eueAp 1,t4fPRdvEmEmr AZAAl .........� /440L11V Ti 1,A1 V14" 49,el V& 1.040 m .' . C?RE��ORY L Uk'E,D119EC7019 OF 1010Zle W01? IG 2.4670 6XP 12-31-93 1071 416i ACP DRWN CT,T` ed r . o ezll 40W 57. Sr"A ENGINEEIRINLG` K 1/�'4O — 7— !6717 MORRO ROAD . BATE ATASCADERO, CAUFORNIA 93422 NO (805) 465-6827 1000 . �' SHEET N0. DA TE DESCRIP77ON BY JOHN FALKENSTIEN R.C.E. 33760 EXP. 6 30 90 � OF r, ARBORIST APPROVAL I HEREBY STATE THAT I HAVE EV'IE E THIS PLAN AND HAVE FOUND THE PROJECT DESIGN TO BE IN COMPLIANCE ITH THE CITY OF ATASCADERO TREE ORDINANCE. THE 'PROTECTION MEAS RES SHOWN ON THIS PLAN ARE ADEQUATE TOE SURE THE SAFETY OF THE REMAINING TREES DURING CONSTRUCTION. DATE U R ST NO. IQ S NJ 44 ARIV 66p . V �i 002f / g slop 4 cit - r 7 75 ,�,'' , __.. rloolool 56' 7 , r No00 wo FO 7 9K Q ,�.'" D _. �moo® -- -.r- 9• W0 , _Ff�� 50'00 } 777 f _. r „ — Q - /f. a IL i 2. 0/ `"' 1'� r 9 60 ?: VI �` ���' •, '�-� ••"� •�� ��'w / � �, `` �L�,c�� a� �r+rr,+��iv �'/�� � V,�CA,,V 7— f ON ,Z RN -322- e-l( G/1''%G r71e� AO V,,fR1r rK_ /" `� 2 $'� VA 6A/V 7- 473001Y 7' Lli ��^Pry^•@.�� ���G�G /tlo 7' GDlV��! 7'"• , / [�[�� of { Ap 4040 4040 a a : �_,, i f { 1 d 4740 t x . t 1 , f y "•""",.,.,^.-----�____�_-_----�—M—«___„__tea..... G . , , re 41 , '� �'' �' oP �/' /" JL4 d , 8 .. k , 1" ? lic t f s till lira a 1 • i D /va';d VlAf ✓,4Gd�:� V &SAfAIAER IMPAPtOmiff"ENt 64AI �, . , a • �PApo 0*014 Z iVroGr rnl w �Ri�� _... •� E 049 oi 4 T TZ Tgg y REVISION DATE moom designe s .,. r s "INGQ , l cTiabob CtMSTA `mN A f 67 17 MORRO ROAD yawn ATASCADERO, CAUFORNIA 93472 1 ( 0 ) 4fifi 8827 1 Io no .. sheet ISOMERISMJOHN R. FA IKEN.ST.i E RCE 33760 EXP. b—30—40 c�F ,��7AIZ of o7e- 44Z . HDW 3H i OT Vie R # i'DDI 3H 1 O CJS A A 03 93;?Z3 A J31-4U3 A ~� Oa 831823 is J3_41u3m 00900C A e u Mf 07''riol 00900Y A U Wt 02THM411