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HomeMy WebLinkAbout2013 - Calle Milano and Renada --.�- D �OF ��AWINGS Nr CITY OF ATASCADERO GENERAL NOTES SHEET LA0. DESCRIPTION CITY APPROVAL 1. ALL MATERIAL WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CITY OF ATASCADERO STANDARD DRAWING No. DA TE SPECIFICATIONS AND STANDARD PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DATED 2000, EXCEPT AS NOTED ON THE PLANS. 1A. IMPROVEMENT PLAN COVER SHEET 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2. GRADING COVER SHEET AND NOTES 07-28-06 BLI I \. I p V E A/.,, A N PRACTICES, GENERAL CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR THE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 2A-1A. PATH OF TRAVEL- APARTMENTS PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO HOLD HARMLESS, INDEMNIFY 2A-2. PATH OF TRAVEL- TOWNHOMES 07--28-06 IT to AND DEFEND THE OWNER, THE ENGINEER AND HIS CONSULTANTS, AND THE CITY OF ATASCADERO, AND EACH OF THEIR OFFICERS, EMPLOYEES, AND AGENTS. 28A. SITE AND ACCESS NOTES 3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ATASCADERO ENGINEERING 2C-1. PA TH OF TRAVEL DETAILS - APARTMENT$ 07--28-06 DEPARTMENT BEFORE START OF WORK. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT. 2C-2. PATH OF TRAVEL DETAILS - TOINNHOMES 07-28--06 4. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS FROM ALL AGENCIES AND PAY ALL FEES PRIOR TO 3A. GRADING PLAN A U V A 8 COMMENCEMENT OF ANY WORK. L A V A AI 4A. GRAr)ING PLAN 5. CONTRACTOR SHALL GIVE THE CITY OF ATASCADERO ENGINEERING DEPARTMENT 48 HOURS NOTICE BEFORE STARTING WORK. CALL INSPECTION SERVICES. 48. COMA►•'/LAITY BUILDING GRADING PLAN 6. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK. CONTACT THE CITY ENGINEER TOC1 y A 5. GRADI. 'G P�AN 07-28-06 SCHEDULE SUCH MEETING. JU A L I Fu" R N 'Ir A , 9 6, GRADING PLAN 07-2$--06 7. WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY, 7:00 A.M. TO 7:00 P.M. EXCEPT LEGAL HOLIDAYS. 7. STORM DRAIN COVER SHEET AND NOTES 07-28-06 INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 8:00 A.M. TO 4:30 P.M. CONTRACTORS SHALL SCHEDULE INSPECTIONS 48 HOURS IN ADVANCE: BY CALLING THE ENGINEERING DEPARTMENT. $. STORM DRAIN PLAN & PROFILE SHEET - LINE "A" 07-28-06 PUBLIC UTILITIES 9. STORM DRAIN PLAN & PROFILE SHEET - LINE "A" 07-28-06 8. ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONS DISCOVERED BY CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION of THE WORK PER THESE PLANS SHALL 10. STORM DRAIN DETAIL SHEET 07-28-06 BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER AND OWNER IMMEDIATELY UPON DISCOVERY. SAID WATER: ATASCADERO MUTUAL WATER COMPANY LAS L VMA 10A. STORM DRAIN DETAIL SHEET 017-28-06 NOTIFICATION SHALL BE IN WRITING. 5005 EL CAMINO REAL, ATASCADERO, CA 93422 9. GRADE BREAKS ON CURBS AND SIDEWALKS SHALL BE ROUNDED OFF IN FORMS AND SURFACE FINISHING. TEL: 805--466- 2428 VILLA (7E A1 /91.6 TMEN� 'A 11. SEWER COVER SHEET, INDEX NOTES 07--28--06 10. SIDEWALK WARPS SHALL BE PROVIDED To ALLOW A CLEAR 4--FOOT WALKWAY IN ALL LOCATIONS INCLUDING SEWAGE DISPOSAL: CITY OF ATASCADERO �`/� ��',A 12. SEWER DETAIL SHEET 07-28-06 WHERE MAILBOXES, UTILITY POLES, FIRE HYDRANTS, AND GUY WIRES ARE TO BE INSTALLED. 6500 PALMA, ATASCADERO, CA 93422 t I ? 2608 4 0�9 13. SEWER PLAN & PROFILE 07-28-06 10 TEL: 805-461-5020 11. THE DEVELOPER ASSUMES ALL RESPONSIBILITY FOR THE APPROVAL OF MAILBOX LOCATIONS BY THE LOCAL 14. SEWER PLAN & PROFILE 07-28-06 BRANCH OF THE UNITED STATES POST OFFICE. TELEPHONE: SBC PACIFIC BELL 944 MILLS STREET 15. SEWER PLAN & PROFILE 07-28--06 SAN LUIS OBISPO, CA 93402 16. SEWER PLAN & PROFILE 07-28-06 NOTIFICATION FOR INSPECTIONS TEL: Soo-750-2355 ELECTRIC: 17A. MASTER UTILITY PLAN APPROVAL of ALL WORK SHALL BE NECESSARY AT THE COMPLETION OF EACH OF THE FOLLOWING STAGES OF PACIFIC GAS & ELECTRIC COMPANY PG&E WORK AND SUCH APPROVAL MUST BE OBTAINED BEFORE SUBSEQUENT STAGES OF WORK MAY BE COMMENCED. 406 HIGUERA, SAN LUIS OBISPO, CA 93402 18A, WATER COVER SHEET, INDEX & NOTES ADDITIONALLY, THE INSPECTOR SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY OF THE TEL: 800-743-5000 19. WA TER DETAIL SHEET 07-28-06 FOLLOWING STAGES OF WORK. GAS: SOUTHERN CALIFORNIA GAS COMPANY 20A. WATER PLAN ANY CONSTRUCTION OR EXCAVATION REQUIRING INSPECTION THAT IS UNDERTAKEN WITHOUT INSPECTION IS 9400 OAKDALE AVE. CHATSWORTH CA. 91313 ``' SUBJECT TO RECONSTRUCTION AND RE-EXCAVATION AT THE CONTRACTORS EXPENSE. `� 21• WATER PLAN 07-28-06 TEL: 800---427--2200 PROFILE - IR LA COURT 07-28-06 INSPECTION MUST BE SCHEDULED FOR THE FOLLOWING WORK: CABLE: CHARTER COMMUNICATIONS Cy" ��� ry 22. WATER PLAN AND O LE C UE AND PREPARATION of EMBANKMENTS, EXCAVATIONS, AND SUBGRADE. TEL: 800-544-2688, 800-640- 6959 % 23. WATER PLAN AND PROFILE - RANADA CIRCLE D7-28-D6 1. COMPACTION r s 24A. EROSION CONTROL PLAN 2. A. CONSTRUCTION OF FORMS FOR ALL CONCRETE STRUCTURES, INCLUDING CURBS, GUTTERS, AND SIDEWALKS, B. EXCAVATION FOR STORM DRAINS AND CULVERTS. SUBDIVISION DEVELOPER ` �� Q 3. A. PLACING OF CONCRETE IN STRUCTURES, INCLUDING CURBS,_ GUTTERS AND SIDEWALKS. NAME: ROCKVIEw LLC B. PLACING. OF STORM DRAINS AND CULVERT PIPES. ADDRESS: X31 9 SAN DIMAS LANE ATASCADERO, CA 93422 Qa 4. EXCAVATION-AND BACKFILL FOR STRUCTURES AND PIPES AND PUBLIC UTILITIES. REPRESENTATIVE: GAYLEN LITTLE. �Q NO TE: 5. CONSTRUCTION OF ROADSIDE DITCHES AND OTHER DRAINAGE WAYS. TELEPHONE: ��� SHEETS .2, 2A-2, 2C-2, 5, 6, 7, 89 9, 10, 10A, 11, 12, 13, 14, 15, 16, 19, 219 22 AND 23 WERE PREVIOUSLY APPROVED 6. PLACING AND COMPACTING OF BASE MATERIAL. �- ON 07-28-2006 AND PORTIONS BUILT. SUBDIVISION DEVELOPER'S ENGINEER IF MORE THAN ONE'COURSE OR TYPE OF BASE OR SUBBASE IS TO BE USED, APPROVAL SHALL BE NAME: R.W. TOEDTER, LLC NECESSARY FOR EACH COURSE AND/OR TYPE. '�� ADDRESS: 7474 EISENHOWER STREET THESE SHEETS ARE ATTACHED FOR REFERENCE ONLY. 7. PLACING OF PAVEMENT OR SURFACING. WITHIN 48 HOURS OF PAVING, ALL WATER VALVE BOXES, CLEANOUTS VENTURA, CA. 93003 AND MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO GRADE AND INSPECTEn. REPRESENTATIVE: RANDY TOEDTER THE ORit;�",!AL DRAWINGS ARE ON FILE WITH PUBLIC WORKS AT THE CITY OF ATASCADERO. 8. STRIPING AND SIGNING LAYOUT AND PLACEMENT. TELEPHONE: 805 671-9811 9. FINAL CLEAN--UP.. (805 671-9235 -FAX SOILS• ENGINEER NAME. GEOSOLUTIONS, INC. x �J GENERAL NOTES ADDRESS: 220 HIGH STREET o 1. ALL GRADING SHALL CONFORM TO THE GRADING ORDINANCE OF THE CITY OF ATASCADERO, SAN LUIS OBISPO, CA 93410 REPRESENTATIVE: JOHN KAMMER 2. UNLESS SHOWN OTHERWISE, STATIONING ON PLANS REFERS TO CENTERLINE STATIONING. TELEPHONE: 805 543--8539 VICINITY MAP 3, UNLESS SHOWN OTHERWISE, ALL CONCRETE SHALL BE CLASS 560-C-3250 N.T.C. CONCRETE FOR CURBS, GUTTERS AND SIDEWALKS SHALL BE CLASS 560-C-2500. 4. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER CERTIFICATE OF AS BUILT AND THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORECTION OF ERRORS OR OMISSIONS DISCOVERED ,DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR OR ENGINEER SHALL KEEP RECORD of CHANGES ON SET OF PLANS MARKED "AS-BUILT". DESIGN ENGINEER AND INSPECTOR AND CONTRACTOR TO SIGN 5. A PRE-CONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE PLANS PRIOR TO SUBMITTAL TO DESIGN ENGINEER FOR SUBMITTAL OF "AS-•BUILTS". LEGEND HELD PRIOR TO ANY CONSTRUCTION, INCLUDING GRADING. s I HEREBY CERTIFY THAT THE WORK ON DRAWINGS THROUGH TRACT BOUNDARY • BENCH MARK DATA MARKED AS "As BUILT" HAS BEEN CONSTRUCTED IN PROPERTY LINE CONFORMANCE WITH THE LINES AND GRADES AS SHOWN ON SAID PLANS, RIGHT-OF-WAY NGS PID: FV0003 DESTINATION: 880 DRAWINGS, AND REFERRED SPECIFICATIONS. BEING A 3-1/2" BRASS DISK STAMPED "880 11 1916", SET IN TOP OF EAST CURB BACK OF CURB END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 230.03 DATE: GUTTER OVER A ROAD TO ATASCADERO STATE HOSPITAL. ELEVATION = 882.4 DESIGN ENGINEER SIDEWALK NAVD88 AS COMPUTED BY APPLYING THE VERTCON SHIFT VALUE TO THE DATE: EASEMENT - --- -- NGVD 29 ELEVATION PER NGS DATA SHEETS. - - CITY INSPECTOR EXISTING SLOPE _._...._._. DATE: L. z t,..____...._.._..4,.._._......._...,_�„s,.......,.,,_,..,. .......................... w.�w.-...�._._..............._._._...-..:..,. BASIS OF BEARINGS CONTRACTOR EXISTING CONTOURS = -- w--_ ~ EXIST. WATER LINE _811- EXIST. 8" W- THE BASIS OF BEARING FOR THIS SURVEY IS BETWEEN TWO FOUND MONUMENTS ROUGH GRADING PERMIT DATE: EXIST. SAN. SEWER 8" S ALONG THE EASTERLY BOUNDARY OF ATASCADERO COLONY BLOCK 68 AND HAVING EXIST. STORM DRAIN - 18" -SD� A BEARING ON N0 26 12 E PER R-1. REGISTERED CIVIL ENGINEER NO. EX. S.S. MANHOLE --0- CITY ENCROACHMENT PERMIT NO. DATE: S.S. MANHOLES.S. LATERAL �____�._ _�_-_r.s STATE ENCROACHMENT PERMIT NO. DATE: EX. FIRE HYDRANT -- - -- -- -- PG&E BOX a EXISTING PG&E BOX [� PG&E ELECTROLIER PERMITS PA PEDESTAL a C BELL EDE SSMH SAN LUIS OBISPO FLOOD CONTROL DATE: SDMH DISTRICT WATERCOURSE PERMIT NO. CLEANOUT MONUMENT Q STATE WATER RESOURCE CONTROL BOARD WDID No. TOP OF CURB T.C. TOP OF GRATE T.G. PROPERTY DATA GRADE BREAK G.B. 045-411-001, 045-412-001, PUBLIC UTILITY EASEMENT P..E. FLOW LINE FL ASSESSOR'S PARCEL NUMBER: 045--311--001, 045--401--015, 045-401--016 INVERT INV. ADDRESS: SOUTHEAST OF HALCON RD., NORTH OF SANTA B�+RB4RA RD. DRAIN INLET REMOVE REE NUMBER OF LOTS: 3 SEWER LATERAL SL CURB FACE CF USA NORTH ° ITY OF ATASCADERO u .� �� Underground A REVISED SHEET INDEX - REPLACEMENT SHEET RWT 01/14/13 PREPARED BY: W.O.W.o. 10092.000 ss REVIEWED FOR PERMIT ISSUANCE BY SHEET SA � ' Service Alert R.w.T. ��� w �o��� CITY OF ATASCADERO � , DESIGNED R.W. TOEDTER, LLC ' 1A A 0 CIVIL AND STRUCTURAL ENGINEERS LAND PLANNERS SURVEYORS �� fi €, f �j TRACT 2608 R CalIl. TOLL FREE r.. �4 OF 7474 EISENHOWER ST., VENTURA, CA. 93003 w �,� T PHONE (805) 671-9811 FAX (805) 671-9235 NO. 37316 rn ;' � O O n G�"""/� A RT��A\\\//A�� TF.E.B• � LAS VI LLA�`s.../.E.� I �PA1 � 1 � Y 1E.�..N 1DELINEATED Exp. 6-30•-12 ��� ` � i�� 24 227_ 2600 FILE NO. A D A T 03-��-�3 s��, c,v,�,Fa�� � � � � t, ���PRC�U�ME IT Pel-EN C U-. DI I -ET TWO WORKING DAYS BEFORE YOU DIG REV SYMBOL DESCRIPTION OF CHANGE' RCE DATE CITY DATE CHECKED RANDY W. T DT R.C.E. 37316 DATE CITY ENGINEER DATE CHECKED ------------- : r / / ! �✓ ,' rr - �✓ f _. ,.... ....................._,1111...._ �• / ,,, / 'i ' j` I. ' " . / / ' / , , . �!- r f ✓ / % "•,. ' �N'� /i / ti„ 1-11 N'" E �. E k. , � /� � / �k / F/ i ,. ._w _._ ..„ .........__.. `, 11 ,N N„ '11 `" _1111 : _,..N ,, / �,'` / t. / - / // '~''' '� GENERAL NOTES: r / - MISC. NOTES ,,' /,"�°` / / / ~ 1111__,. `, k / „w, ., ' ✓ //� //// / ,/ /r ffr'✓�~ M �` A. THIS EROSION CONTROL PLAN ONLY APPLIES TO GRADING OF ✓ ✓f //I fi/ i/ / f N,,,,"-' " 1111. ....._....._............._. TRACT 2608. 1, THE DEVELOPMENT SHALL CONTROL DUST AND PO TEN TIAL AIR r r/ , ! /` , // " ' __..._...._......_,... -' QUALITY IMPACTS BY THE FOLLOWING MEASURES: Z/;!' // / ....1...1...11_............_... N PMENT11 % ; _.,_,. . NECESSARY F C Ll TA TE THE ROUG GRADING W!THIN THE F N £ , i I "N„ THE GRADING OPERA TION WILL INVOLVE THE USE UI r ,, ,,r ✓ ✓ ,, , ; / TO A 1 N l R RIA EXCA VA TED OR £ r p /� / ..' ,' ;�' f 1 l _ ....._...._....._...._.........._......._.,__......................._......................._........._.._...._._. GRADED FDN T OR OFF--SITE MA PREVENT EXCESSIVE ARY 11 z PROJECT LIMITS AMOUNTS OF FUG/TI VE DUST. WA TERING SHALL OCCUR A T / / it / / / j .- ,.� 3 '' i'/• l; f`, /, i,i,/ / // '! ✓'' ./' ,� ,/' /"/ j/' / i /// % /� '.i/ C STORAGE lS EX EC TED DUR NG E l i I " i, / i ,✓ ,% ,// ;! / . / / _,1111..,-,., O TOXIC MA TER/AL P / TH TWO TIMES DAILY, PREFERABLY IN THE LATE _.......____......__...... ....... ,,.,_,,........_w_ GRADING O ERA TION. f ; __ _ .................. N MORNING AND AFTER THE COMPLETION OF WORK FOR THE DAY. A REGULAR WATERING PROGRAM (AT LEAST TWICE i ",f` ,,,, ,�� ,f '� , ! f / � _1.111.._.."..............._.11..11.._-11-111.1-_...... _...._.... ..,_......_.1.11......_1....,...,..... DAILY Wt TH COMPLETE COVERAGE 1S ESTIMATED TO If I` r'"""' � . I //, Z/ / ,✓f ,!'// D. THE BMP WILL BE AS FOLLOWS.- E // I / REDUCE E MOON T O DUSTGE RA TED BY UP TO 5pq' ''' E PLACED A T ALL INLETS TO ,_- _._........- _ TAI HEREON/'" 1111.. ,,,," 1 SAND BAGS �+r�LL B A //� f , ,;� "/// /,! ,'' NT ENT, S "F BMP DE L ERE ALL CLEARING, GRADING, EARTH MOVING OR r � CONTROL SED/M B CEASE ,/ /,/ "I ///' / ,,:I.,," '"J` `- f , f f //!!;,!' !f,%i,/'/, 'f//' �� EXCA VA TJDN OPERATIONS DURING PERIODS OF HIGH WINDS ,. / //' ,� /�' ;' .J 2. SND BAGS WDLL BE PLACED /N PROPOSED ROADS. _1111 N' , 1- 1111.:. ,,, r'' -/, ,,.., yam, ,,.' /,�`,. "I, // ✓/// !/✓�// / ._,,......_.. ._.................._. ...,.•..,�.._..,..... f/ � A P 1 N HOUR , THE DEVELOPER �11/ // 1 A ' /!/ w ✓/// ' f ... -. " t „ „ "''~' ' ,' _.,. __ C INFORMATION T ON ABDU T AVERAGE W/ SPEEDS ' '� 3 AFTER THE GRADING IS COMPLETED, THE FOR CURRENT! FO I AERA METEOROLOGIST / f / „N'"'" ,r"' „'""f' ��'' ,��'✓ /,�' //' f! /'r ! H H M DGIST r,, .,,,_w• r,, / ,N,,,N _1111" ,11 /- / // /' /f. STREET SWEEPING AND GROUND ' .,,....•,...,,'-111.1 r,,r� ,,N / f __... CONTRACTOR WILL PROV/Dt" r 1111,' N 1111"' , 1111,, .,'='N,,,, VER ALL f/ '' ti.., _���.._.. _, R TED 0 1111, , ,,, ,; �f / � T TO INSURE THE ULTIMATE E EROS ON CONTROL MA TER/ALFFlTRANSPO WATER TE N�SJ TE SECURELY PRE VEN i°EXCESSIVE 1 , .......,.., Q � „N., �, WATERING A T ! A I ,�' r' „--� f;~ ..11.1.1.., , / f, �.J ON-S!TE. /,� ,l s� �...... ,-' f'',! AMOUNTS OF DUST, ,// r _.............."�.'•'- / � 4 THE , CONTRACTOR SHALL CLEAN ALL STREETS (AS f % % // /, ..,_..�� ' �/11 11___1'1___-' �,, N� ,� B Y SWEEPING AFTER THE DAILY Y G ADl "' ��' /� II REQUIRED) P i GRADING DP RA TIONS �� EMPLOYEES IN VOL VED !N GRADING / f / / �f /// /I/ ................ f�Jo -� ' OPERA ION. , s / ,/' / ,/ ,�''' r 1111' � ,f'', '/' �'"�'�/�' ,� '.F. IN 1:111 1111.. ' PERIODS 0 EDUCE THE INHAL ON OF f / /' / /,x ,,r°' r,,,, 1111... , ,•,..,� ;",• T MASKS ;1 ; ,'' / // ;/ ~N_", ""'. ' • .._.,""_............. ,r '/ f1// '� ••'(4 E ES MAY BE USED IN LIEU OF S ND BAGS SEE DETAIL DUST.G �n„� T R ATI Y / N ��.,...... , HEREON. /' //r' ,�` „ / E. MINIMIZE THE AREA DISTURBED B Y ARI Ir :„ r / / ""�✓ F RIAL FOR LISTED BMP'S I_ / i' N,' NN N...,ww._111:_1 .,._.. 2,,�I OJEC T GRADING EARTH MO WNG AND EXCA VA TION SO S TO f CLEARING, /� N N,N' ALL MA TE SHALL BE STORED A T THE PR fr ,! ", ,�' N,,' N �N' "" / PERIME TER OR ONSI TE A T A CON VENIEN T L OCA TION PRIOR TO' PREVENT EXCESSIVE AMOUNTS OF DUST. j' rl /j f,r ~�', „„ �� ," NF nM} ____ �� RAINY SEASON. F. KEEP ALL GRADING ANDCONSTRUCTION .' ,. r"'N EQUIPMENT 11 / // , - N'-" ,,,N,' UNTIL THOSE PHASES OF r , ////Z, // ,...,,.,_ N_„��_,,­, �N,,, N NN DEVELOPMENT ARE COMPL E TEDu EROSION CONTROL SHALL BE PHASED CONSISTENT WITH A , / ,/ N" r+,,,Nr " CONS TRUC TION AND SHALL NOT BE REMOVED UNTIL PA V/NG /S ,f / „N'"✓' ,.'r""'N'N,✓' �n,,,,.+'x,,,'.„N „"N� REACHING 70 PERGENMPLE7E AND ST G JW/ER GE.NG HAS BEEN INSTALLED WITH GROUND G LANDSCAPE OR APPLY ENVIRONMENTALLY SAFE r r ,� "" N N'N NN,,,__w,__ ti, \ STABILIZERS TO ALL INACTIVE PORTIONS OF THE / „N' NN rN E, SEED EXPOSED ' ,` f' / "" "'~" N N'N''N CONSTRUCTION SI TE. WHEN APPROPR/A T " SURFACES WITH A FAS T-GROWING, SOIL-BINDING PLANT r ' ! J / r' "iN " N",N ,, :.F I {� r"" �,' r ,N," ' TO REDUCE WIND EROSION AN ITS f s f j /" " ,"' , D S CON TRIBU TION TO < t / ; r /' r ''' ~ ,, ,,r'' ✓ ! 7 ERO.�lC�1I CONTRI�l. NOTES'£° LOCAL PARTICULATE LEVELS. THE APPLICATION F ON D CHEMICAL STABILIZERS TO COMP T L CAN REDUCE FUGITIVE VE DUST EMISSIONSFR M t , r 1(1 LE ED GUT AND FILL I r'` ; i r n E. �r. W 4 r ..".... r \ > a NDR N N At�o 51) ._.__ 04 f � � ✓ ' 1 /^ " d' P / / d •E jef r _..._....... ......__....._......................_,. , - � DIRECT/®NAG ACCESS! L E PA TH OF TRA VEL SIGNS „ IF / N / // /f/ ✓/ // /' r fi /✓ / % 1 4 ._.... ... ................... ....... _.........,......................... ....., , ,•_ / ,/ i ✓'i ,.^ ice✓ ,f' /r // /f 1 . / \ ��.,......"......_._....,•. ............•..,.... r , ,, '' , ?' \ �"....•....._ .......__...,......_,-...,.:._................................._. INDICA TES /N T. SYMBOL OF A CCES/B/L l TY (RIGH T) 9» SKU: RRE-14 756_WHI TE_ON_BL UE TR 2 6 0 8 0 /' / O• .......... .......... A \ LAS LOMAS �� N f j*` ''rr ''fir i''' ✓/r // /'/ i// ��/ ! y`S/ 6" SO VIL L ./ /r' /J,f� sr"..,i �.„.,�"-�+•.'r`-". / ✓ "``•ln / / ,y _ ..„ -„_w- AUL7 A�� TMENT �l �; ', �/ �/��' � L" \ 1 - INDICATES INT. SYMBOL OF ACCESIBILITY (LEFT) �y , 9 IY r ,I„ _........ �f r �� � ,-- � \ SKU. RRE 1475 _ E_ _ L UE 11m, W �Q Q I ' .: _.rj.___,., ,3 ACCESSIBLE SIGN FEA TURES° 101 - „ ` 4® - _ ,-- -- _ _ _ •, __ » ACCESSIBLE signs (with Braille = accessible right OR accessible left) in standard white on ...:.............. p� ��� � v ✓ Mf, ,, a a p ._..._��,.. ,. blue colors. VICINITY 7 6 fti ry r�JA t7'�-p �jjO NORTH ' % 4'uw � � � u \ , as aahl h. N0 SCALE :,,:'.r i \ Sign Dimensions. fi wide x 9 g r „"-' J �o'/ �',,� � � ' � 'a tia �� ✓ted Tactile layer: Provides visual, tactile and English Grade 2 Braille information. ,ff,- *Substrate: 1/16-in. Laminated impact acrylic core is manufactured with a r'` �` ;` a "•. ��' laser-engraved, 1/32-in. top color tactile layer. JFA 1 -Matte finish for improved visibility. z wit, -Design to meets federal ADA / ADAAG guidelines. ZW2 — / SIGN LOCA TION AND MOUN TING j 1. -- MOUNT SIGN ONTO 2--INCH WIDE, 8.5 FOOT LONG, STANDARD U--CHANNEL ,, _ a r _ ?I STEEL SIGN POST USING TWO 2.5 INCH BOLTS, FLAT WASHERS, SPL I T-RING 'r c _ T o i � � ' _ . - ._ __.__ ___»- • _ . a � A LOCK WASHERS AND NUTS. INSTALL POST INTO GROUND. f PROVIDE 9 DIA. x 18 DEEP CONCRETE BASE; POST TO BE EMBEDDED IN CIRUELA COURT y CONCRETE A MINIMUM OF 12” ' 3 �„„w � ° � a ° • a � 2. -- BO T TOM OF SIGN TO BE NO LESS THAN 80” FROM FINISHED SURFACE 889 �.F, as f w AND 3 CLEAR OF PA TH OF TRAVEL. # i ` ;5' j 3 off a .i,"b y f j +„to ',{ ' ' ",....• «w.. `:Y N5406' < `, ' ` � ' f 1 ®� ° ...- . ' ..•.-. ""'"' fr-- p=Q44543•la.39 „ �/ £ £ 4 : r t 3 ..r .__ a r i s S / • r }} QL i R1z APARTMENT/CONDO PARKING (2 1 BEDROOM• 60 2 BEDROOM; 24 3 BEDROOM) /' : as ,,,.•^ , ''.I.. ',JN r ••"" ^,,, -- s,,... �~. ,,..... REQUIRED SPA CES - 20 (1.5) = 30 SPA CES PRO VIDED 220 DISABLED PARKING.• I 1 j' ' ? , � `° , � ° a r- -�'`• .r' ..^-^ wv.,,,....,,,,.,,..-„___^.................w,.,,.w_,. ,;,.f'' t `1 .` „. ,S'',.n. . PROVIDED. fi0 (2 o f 20 CO vERED 100 REQUIRED• 4 0\ s r:3 ' / --s , 20 50 `ir ! ' ' FRESIDENTS. 2� X 100 2 33 ARAGES) VISI TORS - OTORCYCLE 11"/8 , �,...,.. .., , , TOTAL 220 OPEN BICYCLE RACK fi VISITORS.,R YO STALLS PER 7 TABLE 1186 OF CBCl.h "s ,r s ' `' `_ \ •-! ,, � g •,.'' .-'"" TO TAL 220 _ , I F C COMPACT VEHICLE PARKING , £ " r, s .5 Jtl r \ 3 , , i A CCESS IBLE PARKING ( VH ESS E VAN ACC IBL ) _ "............................ ................ H INDICA TES L 0 T NUMBER % . -r .-.,....." 5 INDICA TES APARTMENT BUILDING REFERENCE w , , Y\ � £ �, *" `',., ..._.,. ,..• "'• i ,rte•' �i' //� �. /��' .. '' � � I � `'• _• ,. _„• ' .....,,,.. •. ..- � r�� ..._-..._.. - AOR B. 59 RAH Y L ENCLOSURE Y .ti ' rREFER TO ARCHITECTURAL' DETAILS. 106 ,e.�.1.... ... ...-..........,._.... ..................._,.,.. r �. !r INDICA TES ADA ADAPTABLE UNI T INDICA TES A CCESSIBLE PA TH OF TRA VEL t _ _ C z ■■■■■® — INDICA TES TRAFFIC CROSSING AREA WITH DECORA T1 VE PA VING D' 20' 40' 80' 120' INDICA TES STREET LIGHT L OCA TIONS REFER TO ELECTRICAL SI TE PLANS r s SCALE. 1" = 40' � f I A REPLACEMENT SHEET RWT os/2�/12 PREPARED BY. W.O. 1oo9z.000 REVIEWED FOR PERMIT ISSUANCE BY CITY CSF ATASCADERO SHEET ADA REVISIONS — REPLACEMENT SHEET RWT 08/01 12 R•WT• ao�essroy IT F ATA A R0 � � �` TRASH ENCLOSURES & COMMUNITY BUILDING AREA REVISIONS E. I G N ED R.W. EDIT r L � � 2A-1A SURVEYORS 01/14/13 CIVIL AND STRUCTURALENGINEERS LAND PLANNERS � � U 08 REPLACEMENT SHEET .74.74 EISENHOWER ST., VENTURA, CA. 93003 OF F.E. PHONE (805) 671-9811 FAX (805) 671-9235 "z � No. 37316 � ;� � } �xp. 6-30.14 V� F�� r d LAS LOMAS VILLAGE APARTMENTS 24DELINEATED � _ t Cl A ME CCESS r FILE NO. W.T, C'C�,Fo� PATH QF TRAVEL REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE CHECKED RA Y W. TO °'` R R.C.E. 37316 DATE CITY ENGINEER DATE 6" CONCRETE --- ~~~~~µµw-._;...._ TEC as 6" CONCRETE DETEC TA8LE DE TEC TA 8L E 6" CONCRETE 6" CONCRETE -"""` DEE BLE 6 CONCRETE RETAINING CURB WARNING SURFACE WARNING SURFACE RETAINING CURB RETAINING CURB �° f ETAINING CU ` "<Y�YY Q s .� ..,,k� Q 3YslS r'v t T B "�e I ...-...,_.............._.,.. �.f/./ J g)( ,� , Y ,_ WARNING RE AINING CUR r 0 ;� G as , r,. r CONCRETE SURFA CE a0 �_ w._._.................... ~.~,•.,..,...,,,..,.,,.,,,,..,..,... DETECTASL E DE TEC TABLE '`-':� 'j{ RB _. ~.~................... ;. _."._....~.~............. WARNING SURFA CE -, i s l � 29 f � �' .................. 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INSTALL 12 x .2 P VC AREA DRAIN WI TH GRA TF; _. ..... J ' '' /r ' G ' ' `} _ .; ",._ m ,_...,' ._..w._,..._.._• „M„" �` •,�; INSTALL 6' HDPE SMOOTH BORE DRAINLINE (ADS N-12 OR EQUAL) 1 T PLANS : ✓ ;� / ' / ' , '' ",REFER TO ELECTRICAL l:. 3 INSTALL 8' HDPE SMOOTH BORE DRAINLINE (ADS N--12 OR EQUAL ' /'' ✓/ r' / ,' / �' `„r - , -f' M.. ' , o4 INSTALL 12 HDPE SMOOTH BORE DRAINLINE (ADS N-12 OR EQUAL) / ' \ PRECA ST CONCRETE AREA DRAIN W/TH STEEL GRA TE j g _„ k,__.; PER BROOKS PRODUCTS OR EQUAL j� ` EPARA TE PERMI T RE WA PER S , ,✓ ,..„..,�' CONSTRUCT " } j r "_'.•.. / 4F ✓ i r� / N 7 CONSTRUCT 6 P.C.C. CURB ONL Y PER CITY OF ✓� ''''' '' / '` ' �'t _...._..._... __......,.. . A TASCA DERD ENGINEERING DEPT. DWG NO 418, TYPE C (6') , ,f ✓' „" r' ,/ // �� jl % ,r N3 M / .g' /• 8 CONSTRUCT 6" P.C.C. CURB AND GUTTER PER CITY OF / f' / �....... n „w,_,✓ „ j ,/ g"� 39.7 %. T.A TA SCA DERO ENGINEERING DEP D WG. NO. 418 T YPE A y J„ '/ 9 PROPOSED FENCE PER LANDSCAPE ARCHITECT'S PLANS.Ck , ,, ✓ / / /./' i/r' j/ l f ' / r t t9 9 3/ T 386 , y 8 °'•: .N M...._.................._.. PRO VIDE NO. REINFORCING A T 16 .C. EACH WAY COLOR & CONSTRUCT 6 DECORA T!V NCRE TE P VlNG OVER 6 PMB 23 .,s, ,,, TEXTURE PER LANDSCAPE ARCHITECT'S PLANS / r ✓' ✓ f.. .%' MA�t'IMUM. � , �, �, /, /,✓ ,/ � � r � � � , ' `s<t _ _ .._....__.............................. MAXIMUM CR SLOPE SHALL NOT EXCEED 2 ✓r, , f` /' , ' /, ,l f ,' ,,'' r'� ' �,�. ' 939.17 1 ............. _..._....._......_._. ,.4y._ /, ' x� �.S �G ..................... .. ,J.w .....,__...._.............. 11 CONSTRUCT 3" AC OVER 8" AB THICKNESSES TO BE VERIFIED BY SOILS ENGINEER. ✓ ✓ / R/ //E j ,�' i j r•, w r 9 ' ' ' �' ✓/' �,f /f ,,% f,, �% / /� / .....,...1 ,,' --� CONSTRUCT 5-FOOT WIDE, 4" P.C.C. SIDEWALK PER C!T Y OF "/r ,� f,:� , ,/ , f/ ,, ,✓ /� // ✓ / � � : ,/,, / � 3 A TASCA DERO ENGINEERING DEPT. DWG. NO. 4190 ' /� � 23 CONSTRUCT SIDEWALK ACCESS RAMP WITH DETECTABLE WARNING 6 j 13 R PPWC STANDARD PLAN PLATE 111--4. CASE B TYPE1 rrr // / /✓ ,, ! /r ' / f / ✓ t 'U,� °' tQ t n 1 s 9 6 PER S r , 3 PRO VIDE H,C. PARKING STALL AND A CCESSIBL E AISL E, 29' MAXIMUM SLOPE. r ✓ ,✓ O / /'� /'' /' ;' /' g1 r �.-- �`' 23 3 4 18 '`• -� t -......................._..,....__...................._.._...................,..,........w.........._...........,.......,.__..._..w_.......__.......,.._..........__._.._........,....__.._.....___._....•...._......_....,....... REFER TO ARCHITECTURAL SHEET T-4 FOR HANDICAP PARKING DETAILS /� / / ,✓ , ✓ .' Ota Q) c4� ' e , '' ''' r f r 'r ✓ ''' ,rte''' •1 J '1®" "'s_ `b G �� C.1 939.50 AND SIGNAGE. VH=VAN ACCESSIBLE: N F 4 8.1 TG ��, FS ( ,off/ 93 "� 0 " _. 15 CONSTRUCT 4' WIDE MIN. CONCRETE SIDEWALK WITH SLIP RESISTANT F/N/SH. r` ✓ r �, - 6 V 938.4 TG - m........................ ___ ' / ..0c.s � � ,�+ \ 936. 1. r'' /✓✓ ' / // ✓ i✓ rf' r✓ ' /' ' ' / i' I t Q , 939.10 Tc , _ ^� s, fi.3lNV , i f, - ,y- ,- ' ' / r r ✓'' i f `.} °9 •oma, g� w . �. u_. .._ 16 MOTORCYCLE STALLS SHALL PRD VIDE 6 PCC CONCRETE PA VING OVER 6 i'' r /✓'/ /✓' ✓✓''' �' r ' r/'' ✓✓ i''/ '' ✓✓ ' ter^ �^� r \ 4 �, g , �/ ,.'` l ,r'' i l,,/' %,' °*..•,., ✓r' // /r ,,,/✓ /✓' ,r' i,/ ji .r'". /y 3 / `ti g 0 �� ( g�... .•,._........ ....__.. _....... ' H A /, /l „4 ✓ � � ✓ �� � ` PMB WITH ,4 C� 16' OC EACH W - 938• `��6'. 17 PRO VIDE 4" WIDE WHITE STRIPING FOR CROSS WALK. ,// O yi t ✓''' �' // 3�� 2� O. !y � '���"• ''� ''`'' ''° r// �' 2 `�� `93c5.' � F� � INSTALL DETECTABLE WARN/NG SURFACE. DETECTABLE WARNINGS SHALL ,%�.. <'� `� ,r `� '`S `� ^`b O � 196 .� �Q 93.9.3p 18 �' J t t ✓//,, � � /�, f � � „yam ; � � Q ..` Qo 9,�g. FS •.•.• ......... CONSIST OF RA/SED TRUNCA TED DOMES WI TH A DIA MET,ER OF NOMINAL zz ' •_,,,.•." " 2 ``� '`�• 0 a '� �' A HEI GH T OF NOMINA L 0 2" A NO A CEN TER-TO CEN TER SPA CING OF i ,.... .,..._„ r<.„ �g p g QQ �` e .��, � � g6F5 939. � 23 ' "" ! V_., �/ / g g• O � g�1' .y .t �, -....'................._._..,,....."_...............__._._......,.,.., NOM/NA L 2.35 , A NO SHA L L CON TRA S T VISUA L L Y WI TH A DJO/N TING SURFA CES ,r" ,/' • ,/''/ ,r''' ,/'' ✓:/t*,•.,,,,,✓g ,/ ,/ /,/ ;•.....,,r'' ,t� 6Q " ' �� °O .R"� � l! 9 .4 TG "5(".. "' ✓' / c3,' EITHER L IGH T -ON-DARK OR DARK-ON-LIGHT WARNING SURFACES SHALL / �*' ,, �' `so G' 3 . INV ' _._._._............... ._....,,,....... ... ........,_..,..,..,......,__.._. BE OF THE COLOR YELLOW CONFORMING TO FEDERAL CODE ND. 33538 AS ✓".,-^" /J ,,r' i/' /.� -r.. ", ✓ / f ..,„M r/./ f /Y/` .,",.d ,., +� /('/ `,:�V o© t`t �G j 1 `'` 2 o SHOWN IN TABLE IV OF STANDARD NO .5958 WHERE THE COLOR VALUE` `. " ,'ff / ; X 23 / s, �5 °o° f c g3$•„ �) w......__,_,_,_..._....__........... ........__.._.,.._........ CONTRAST BETWEEN THE YELLOW WARNING AND THE MAIN WALKING " N83 4 g 1 0 F / / , ✓' �., ,/' ,/ ,�' s7 9,3 943 C.� g� , 18 p "- ✓r f / ,,� , '?- , ,-,' ,,,,✓ f,,✓ / f„,4 //' /,.r' ,�' � v__ 2 ,'� " cQS� �s D 18 " ,� `� 8.6 � SURFACE IS LESS THAN 70 PERCENT, A 1" WIDE BLACK STRIP SHALL l �.<, /, /yf, TC sa FL SEPARA TE THE YELL OW WARNING FROM THE MAIN WALKING SURFACE. 4 ✓r ✓' 9 / p'Z / '`2,, /' ✓✓'' , f''' , f''Z ,,...,..; 936,4 s'� �0 9 ��>; �� ® �, ' �`' s'�,a 6�, 19 CONS TRUC T GRA TING CA TCH BA SIN PER S.S.P. W.C. S TD. PL A N 304-2, . , � . a, ..�., 0 / !NV ��`bG Q �� �, 9 K'>,�. ���-- v 93�C 939.7 p Gs� c-� cs� ` CONSTRUCT MDNOLI THTC CA TCN BA SIN CONNECTION, CORNER CONNECTION a. <,I , s 50 `�` ��' 93829 8 PER S.P.P.W.C. STD. PLAN ,.308-1. 1 0 9 f ,� 3� f Tc �, 938 4 TG / J 9 J' S 18 `"" ��9 f `b• 7 TC s' 1 20 CONSTRUCT TRASH RECYCLE SNCL OSURE WITH 10 d x WIDTH OF ENCLOSURE, ��cr. �'� 2 23 �" 9� , IN s o�'`3 �G � •�'® � `�9937.0/NV '� - ( J ' 0 � "' © p� 23 TYP CONCRETE PAD /N FRONT OF ENCLOSURE REFER TO ARCHITECTURAL DETAILS. 91p ,.,�,' � ,,�'' ,,,•'' 1 '`�' �'` J' 937.9 '� �5 ��Q °° ° •�,� .. , �' TC p °° s, �` � J , 1 g�$• Q �' 11 s „f. 8 ° ° 11 938.? 18 ©p g�, 938•P �`� 21 CONSTRUCT 8x6 CONCRETE PAD WITH BIKE RACK -- REFER TO ARCHITECTURAL 936,WN G Q��5 •�> �` 0 9��p FL H �h' DETAILS. /' •cs \ g3 °f 14 ' TD °0 39.29TC 938•„ g ��'' 6 FS PROVIDE GRADED SWALE @ 19' MINIMUM TO 4X MAXIMUM GRADE. 9 938 Zy, '8 q `"`„;`' T� ,g 21 w�, 7 18 9' 26 CONSTRUCT SIDEWALK ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER o; Il! V t ''" Q �� A A--3 DETAIL ON SHEET 3A. TOP OF CURB EL EVA TIONS A S NO TED ON PL AN. 2 23 ,t h '~ (r' 9,?c9 � t. r c'�. .C, 7C °o �• G 4, 2 , cq, �- ,-' `s'�d, G`' •3 T G h1 3 N `'� g` 40.9 .>,,. ►� v 7 20 b C' , s` °° 938 1 •...._� : " ..� ...., _ � � ,� g � � � � 23 41 1 � P8 .9� �.�~ �' ,� �.. ? ,� 9 0 -'� 36.91N, � CONSTRUCT SIDEWALK ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER " 928.9TG 162`� `' �� g ,`�, °' 938 1 dc5'�d, 27.31 ____- ° �„ ��, � ,,, ,� if � 56 0 � 2��'� 4 2 "ADA--4" DETAIL ON SHEET 3A, TOP OF CURB EL E VA TIONS A S NO TED ON PLAN. � • - --.. - �; h 2 ...w. 9 .-.. �~�. ••�'> 8 .�° .�-•� g . �, T� � �+ $6 't. 938 E38.9' , _ �-! ,� 9 9.® -�.s't, 23 ,38 a l� s, �' °� 0 �` 9,38 9'� • FL-HP�� CONSTRUCT SIDEWALK ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER 925.5 0` 18 C -HP �,. 3 Q ;� F ` `> � 4a 9� 1 "� 29 CAL TRANS STD. DWG A88A. TOP OF CURB ELEVA TIONS AS NO TED ON PLAN. 23 T �� �� �� _ 3 �, 19 �A, ,��. 21 ��� lC 84�,� �6 �' ��• � 27 ` -"w . 6" CF CONSTRUCT ACCESSIBLE PARKING ENTRY SIGN - REFER TO ARCHITECTURAL ' f � ' BF 0 �, �°�.� ... .....� �' `�' `�`--� h 2 j 937.37 ; 8 7 ''�, `�' 9,.3�' �61 1 � �'g1 �_ 30 I T .-,., 0 925.5 °°° [� -' .w.--- _ _� 3 D.30 1 t �1 G � ,,,� •�,> g� 9� � r 28,1 TG �, _ Q____ 1 26.1tNV '� �, BF ° R-5 J 8 ��' ��� .��c9 �`"m =' -,- >>> TC '� � ,.• 9 b"� 938P SHEET T-4 FOR SPECIFICA TIONS: c� 9 ,r °- C g�9.2 �`° �� �• �''�-"' t 936. 'J- 18 1 925 �'c`, 58T `L C� �,� _"" 86 9�j 11 4 °°° 6 9'� 1 S NO TF STRUCTURAL SECT/QN TO BE DETERMINED BY SOILS 3 BF 5 �, Z •" CF TC o a Q9,� " g�$ 3g 1 F 2 1 9> �, Q � �� f�3 7 C c94� , �$ g Fri �� ENGINEER & APPROVED BY THE SOILS ENGINEER & CITY 35.4 .4 FL 1l -� G� g�, �. ���� o 36 71 , O g �5 938.5 •� `�srrp ENGINEER PRIOR TO PLACEMENT OF PAVEMENT N 22 52 93D ��' 4`' ��'• "° ~� ; 3 TC o '�,> 1 � 11 F FG Tei- �' HANDICAP PARKING DETAIL S AND SIGN. VH=VAN A CCESSIBLE. 0 CF 00 FF © 937.7 943 9 6 1 "�g' `'�• t� co 24' -15 g3 �a t !f o* � ``�,•> g �• `� -` �g 1 g all Z °a �k* ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH 4.00 �;� d �,•,, �_ TC - C O 4n 9 � �. 928,1 TG F, Q ^�; �,, o - If 9.3� /' 4794 EX/STING AND PROPOSED, ARE SHOWN ON THIS PLAN. 51NV h' 928 47TC 5 -_ , °, , .� °-- "` ~ - _ # o.�, g��• t> �,. yr8?TC ' ��' �Q 00 J2 87' �c 930,00 f-f- �-� . -, ,�� {° o j�o g�� 40 y ��� , 23 ',/ 94 4y 9'% IND/CA TES AREAS OF DEEPENED FOOTING 930. -� 9 , .. ='' r °' 0�9 30 0 93�00 ��,�� 8 s,, J 01 925, 929.18 Qi `Q -°JCC S -•- - ._ : I`s� 97•,3 j 9��1 g `�4,, FS ��' '`�''yp /'may T' ' FS BF FS 928 427- �� 9 g 6.7 929 67 g Q; °� 93 • p s w G g�� p . 938.97 928`.1N 9 18 0 CF C �o,•G 29.67 929 67 I C S L 9 3 29.01 291 M h 92 .37 929,6 929.67 929 `d.._`w..... ...�".. PL {� f 5 92 N p° G FS 67 929,67 f �ti 9 9� 5 11 939.17 t / 94�8 �/, 9 18 CF G G� o° t8 929 67 My`�'�V 936.82 C �� g F -' �, /� 1 �0 �° � 1 1 F 9 2 � 9.14F5 � ,, w t;,µ f`' �� J g � -.L � �`�� O gQ'0 �� fi � �� G �� ,' < `` � 938.97 ��• � � 943.85FS 1 TGLly G4 � G� ,`G 4 29 ` � 6 924.71o`ti® . c, "` V '� �G ,' t 93 ,•. ' �" / �,� Vyc ` . r, 23 �3 N459o0 ', 3 r °J T �Yn 5w, ° °�o ^��4 �� SEE SHEET 4B FOR 'S�1�p �� 2 ^ � FS 41. 4 16.81' �'• � � � '�, E� 936. � � �°' � //� 9 928, CF 20 9� 14 °°o� 18 " g G °�'o :; COMMUNITY ROOM `k TC 38.2TG ' �~'�' `� ' H °'�'�` ', � `:, ,� 9 93vy � - 834.4 0�a''� n-49 h�' $. �3 ro :1 FINE RADIN , o FG 938.4 938.2 TG 4 g 'S N <',"c 9� g2 ' ca 929.53 1......,.0 C� 75 �. A ,., ,, ; 936 0O h t 6�G N FL--HP 936.31NV ' 30 INV Tc 1 62 ' .90 / 4. •( 1.Q®,�° , °� a? r +�TW 938s Cg, 253' � � -� � 928 � �.i G __--- � �- �a G� g�$`Q �6 c Al 9�0� �, ��� �'� t` °h�C�' 7 936 937 -� 2s eC 939.5D 1.5.•1 ° ll " g`l�'°G 929 56 T S 20 g3Q•�Q 9 TC k 935.33 tK. �h C 935 _-- 2 2 f=11 d FS _ SLOPE PI � 92 F o 2 4t Tw 6 26 ^�• ° CS Q F G ° "� to 2 °° --- 926.40 TC 0 �' c ' 930 98` 1 F 934 _ °� d.C� 1 Gj: 9 FS �g a C� •'c,Q ��., �� 928 930 40 F8 0 15 0 9 �� ca E1j ^) � :g 6 C� �� « ° 24' �S� d� 9,}'p9� ;{ g� �/ o °° �- �� ,� ^h,`� g a en 1) �1 t c 26.2 4 (10' h 92j �' >'' ul. 9,50 3.41 F'� �'� ' `: 933 41 , '~ °' V `\�'�6, �• ' • j ,rs 6 9a"�8�Qp AGI a Q ®` �p .. ,r-� v' �r /` 1.�? , r, x`.. -- e _�, r,Fe• o r_ ..G, � (91'1) `�• _C.1 c .4, n . ., MATCHLINE - SEE SHEET NO. 3A 6" CONCRETE R K TA LE RETAINING CURB CONC E TF S`ET 8A C CL WALK FL FL CURB & GUTTER �/, --� H D H 4/ E T BACK EL E V. -•A EL E V �"B H D � 3 CURB & GUTTER THROUGH H RESIDENCE � SWAL E ;��, ,::,,, ........................_..,..�.,.. E T BACK EL E U--A EL E G Na LIP 8.33 ' 1 11 9.0 3 7 G 922.0 927.0 5.0 2.6 1.7 NO LIP PLANTER ADA PATH 'VARIES WA CE r MAX A 910,0 92 .0 ADA PATH ---------------" OF TRA VEL 4 MINIMUM -,�.E ,�,.� V , T I 5.% MAX B 910,0 923.0 13 10.6 4.3 H 898.0 933.5 35.5 13.0 11.8 OF TRA VEL 5q�A� i 2.3� � �--`-r 8 6" CONCRETE C 912.0 923,0 11 8.5 3.7 I lV/A N/A N/A N/A N/A I MODIFY GUTTER TO 5q MAX SLOPE FF '+ RETAINING CURB D 918.,4 925.6 7,2 9.2 2.4 J 922.4 935.5 13.1 9.4 4.4 MODIFY GUTTER TO 57 MAX SLOPE WITHIN ADA PATH OF TRAVEL E 904.8 925.6 . 20.8 9.2 6.9 K 926.5 935.5 9.0 11.3 3.0 WITHIN ADA PA TH OF TRA VEL IRA NSI TION BACK TO STANDARD BUILDING FOOTING 8 8 925.6 26 8 9.5 9.0 - L 92a 2 936.5 16.3 10.5 5.4 TRANSITION BACK TO STANDARD WITHIN THIN 2 FEET EACH SIDE F 89 SL OPE WI THIN 2 FEE T EA CH SIDE M 920.4 936.0 156 1 9.0 5.2 ADA PA TH THROUGH GUTTER, GRADING DETAIL @ BUILDING NO SCALE NO SCALE ADA-6 DETAIL A REPLACEMENT SHEET RWT 06/25/12PREPARED gYe W.O. 10092.000 _ REVIEWED FOR PERMIT ISSUANCE BY . ADA REVISIONS - REPLACEMENT SHEET RWT 08/01/12 R.W.T. PRS�o j j $ CITYOF� ATASCADERO SHEET DESIGNED T''� TSRLLC CITY OF ATASCADERO TRASH ENCLOSURES & COMMUNITY BUILDING AREA REVISIONS '.W OED F 4a RWT 01/14/13 CIVIL, AND STRUCTURAL ENGINEERS LAND PLANNERS SURVEYORS -� O ��'` � f � � �� '����� TRACT 2608 REPLACEMENT SHEET 7474 EISENHOWER ST., VENTURA, CA. 93003 `� •� € � p�/ '.; xEM, , OF PHONE (805) 671-9811 FAX (805) 671-9235 �' No. 37316 Q�Pr°�°g DELINEATED LAS LOMASVILLAGE APARTMENTS 24 F.E,B. Exp. 6--30-14 ifr �,fs fI , 4�� fS ? 20 0 a 40 60 FILE NO. R.W.T. 14--13 ��r c `o¢� GRADING PLAN SCALE. '" 20' REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE RANDY W. To R R.C.E. 37316 DATE EpF C�-F CITY ENGINEER DATE � ' ..` CHECKED CONS 7RUC UQ& A/0 Ma INSTALL 12" x 12" PVC AREA DRAIN W/TH A TR/UM GRA TE. INSTALL 6" HDPE SMOO TH BORE DRAINLINE (ADS N-12 OR EQUAL) :e}3, �3 INSTALL 8" HDPE SMOOTH BORE DRAINLINE (ADS N--12 OR EQUAL ` }' 4 INSTALL 6" DIAMETER AREA DRAIN W/TH A TRIUM GRA TE. YY 1Z MIN 1Z MIN INSTALL 4" SCHEDULE 40 DRAIN LINE � _ 12 INSTALL 4 DIAMETER AREA DRAIN COLOR AND TYPE PER LANDSCAPE DRA W/NG - ' ....,, P�. �f/ 7 CONNECT DOWN DRAIN TO DRAIN LINE. . M�RIF� 14a N � �~ 6,86 INSTALL 4" P VC PERFORA ED DRA/NL NE PER DETAIL 'A " HEREON 9 CONSTRUCT 6" PCC CURB ONL Y PER Cl TY OF A TASCA DERQ DWG. No. 418 TYPE C (6 ). 12" , 929.3 0 FG 926-4 * i',. <i� //INV 5 j f 1 D CONSTRUCT VARIABLE HEIGHT CURB ONL Y PER Cl TY OF A TA SCA DERO DWG. No. 418 TYPE G: "` 929.10 TG � 4 11 INSTALL 6 MINIMUM RUBBERIZED FALL ZONE PER LANDSCAPE PLANS .. 927.6 INV 929 1 � 1• 0. ```Y INSTALL 4" SIDEWALK PER LANDSCAPE PLANS MAXIMUM CROSS SL OPE SHALL NOT EXCEED 29: „ 9 �' V `' ' //'� J14 GRAVEL 929.3 .r ~--- 929 6 } t " 13 INSTALL DETECTABLE WARNING SURFACE. DETECTABLE WARNINGS SHALL CONSIST FG OF RAISED TRUNCA TED DOMES WI TH A DIAMETER OF NOMONAL 0 9" A HEIGHT OF 929 ,�,-' " 2.J5" AND DETAIL "A „ PERFORATED DRAINLNE DETAIL 929.10 TG `' 92 " T '` x``y` NOMINAL 0,2 , AND A CEN TER TO CENTER SPACING OF NOMINAL 2.35 , 4 ,'"' ` , ' 291 F ' SHALL CONTRAST V/SUALL Y WI TH ALIJOIN TING SURFACES CES EI THER L IGH T -ON-DARK NO SCALE 927.6 INV -•,_:,; ,;: ;iY ,� •9y IA 1., V,rV,t'Ja Y,I.J'}.Y ,5 5,'h a, ,,; J,, ' OR DARK-ON-LIGHT WARNING SURFACE'S SHALL BE OF THE COLOR YELLOW °'`s} -'" CONFORMING TO FEDERAL CODE NO 33538 AS SHOWN IN TABLE I V OF STANDARD NO 5958WHERE THE COLOR VALUE CON TRA S T BETWEEN THE YELLOW WARNINGL / G a. /y ._ NA ND THE MAIN WALKING SURFACE IS LESS THAN 70 PERCEN T A I" WIDE 8L CK 00 sfr � ::::,"y ,• �� ry'" g� `�0 tss,` , STRIP SHALL SEPARA TE THE YELLOW WARNING FROM THE MAIN WALKING SURFACE. 10 ;y ^ • 4yw /y_/`'/ ,'„`'n ',° { t4,`;i 0. ' '/f 4 o r ,,Y 'M . •r ,,."7", ' ,_`x3 � :.°sr % `'iiY� ;'/f SJ: 929 80 J< v_<H`.F ms's Yn�t«s � / --.---FS 929 8® ~" T' -y :Y 14 PRQ V/DE" METAL HANDRA/L/NG PER CaIDA G FIG. 38 DETAIL HEREON. BOTH SIDES OF RAMP. 930 00 , ` r r 29.76 a4µ f,�� I V f ` ✓.'f"{`V'ata r. ^ f ,/rr...+nyb' `-^y'.y; A! Y�w. F F «�... n ry, ..`x t'.za,` / i4 0 ✓"'`; // „ w r 4 M. 9 �4i Vn I �\A' � !a F i P v, }}i.,..�� 2 J I ek i .: s J ; GENERAL REQUIREMEN TS � ®,. { ;-'� PEDESTRIAN RAMPS 92 • n93C>.° -L-Gy 728 V INV "" .............r '•+0.0.., r i f 1 S 929 ffy !S f w.rd. { '-'4•x:,;,:52%GzrMr„, � ' f .,.} .Q� s 92TS.,.7..0 f ..��' ,•{' 9 . TVG 5:�i`8/4;� fc4929 N rr rq 92 .67 L`S N -�� .�> ry I I ,°`` - 929 g '" NO TE; HANDRAIL S MUST EXTEND A MINIMUM OF 12 OF L EVEL h�"4"7"• J ..•� Lk r r f 5 •4 f f f Ft 65 r ..« .,f.w. /. .�fy C s f t I�„`--/ i FS, •4,,`44,,} 4�• ' rDISTANCE (PARALLEL LANDING .85 FS BOTTOM OF THE RAMP ENDS BEFORE THEY ARE fi'E U/RED F f CF I TG 0 £: ' F 930 77 `i,. lit .. .. ;; �",,.,, o f 9�9• �...� ,......,,; 928.6 INV o• ® fl `� 12 12 r © `1, 930.80 TG © _ 930 85 F5 6 " - 6 929.3 IN f....•. 05, o 0o-r ,.. 29_"57 �� R �2 5 ,� 6 930.80 TG 6 930.85 FS o C� �P 9�p•9� �G g S fff 928.8 N V ,. I ; p 14 _� , 0 ° SC �.'� 9 22 F5;a U , � : 5 930.85 FS g3p•1 12 930.80 Tc 12 4Li* 929.63 fS 1 9�•6 �G ", a� 929.1 INV 6 _.y•.r,......,...._ f ' ` ,% 6' FS 929• 9 �G;5, 9� ®®�t 93 f` 0 80 TG I wr6. ,;, - "1 1 G g3°, �5 9 w 1� g�p: ...��G � s .4 6 929.1 INV f s `` '� 1.01 1b t ��, gyp. g�G °' `��' °.`::• �,. , 'Pip n, `'1_....r...__M , f §' •few.` /" r 616- �® I 5 f"0. VV 930 80 TG WIDTH A DISTANCE OF 3 1/2 FROM EACH SIDE 9� � �........_... ;y �`: . OF A RAMP. OTHER PROJECTIONS, SUCH AS M » { TC9304 929 J INV TH R PR TI H TRIM w 92 53 930 4 `,TC �9« sem?«; ` ' `mac, •cp f 930 80 TG `' AR ORA TI VE FEA TURES MA Y PROJECT ` 9. 3`' v s �, I f 5 AND S/MlL DEC 46 MIN , vh 1 i 929 FL '-; gip 9 9,3 �r~ 91 �c , ,f - 5 `� N", 929.0 r " IN TO THE REQUIRED WID TH 1-1/2" ON EA CH SIDE WlD TH . .03 Cf `�� 928 9 INV f f E,9 0 930.80 TG ' I � 5 r .N f _ 93p sr I ;f I..« , ..,._ '' ' 4 __ 6 2 ,�`�• � �, 0 f f s »'46 TC F f ,� O�y� Jy 929.4 INV �� t 930.60: TG o, "�, { ;: 6 CF &0 4 ,,0• 9291 h ;/' fIZZ f F 4 r ; - .,_,.._1,__' r g C�j � '� S 7 { �� r '"t t ''fs `�-,....., e � .•4. �� ' t ,«„ i f% i '.{ 1� t 76 •s f 93091 R30 9r; r: 3 •gg - ._. 1.•_w f t �o'` , M ,, `'ti< .' . ~ gap° { f ` . ` /y�'� FS r. X54 ,..s f f 'J� � J ..,__,,, V � V !'~'•1,......` t 1 �' *e,-'-,s 9 ``�'`„'''�''1 os 69 /C gJ ....... I' 3Q,8 f WIDTH MUST BE MINIMUM OF 60 F,� ,.. 93D. ..,.._..., g 0 �; s aL F,$' 12 W TH w F l OCCUPANCY OF 300 R R k � � ,��, �f "�...,.. ��, � ` 0 5 po 0 MORE /4) 4 t'fir...~«_,°,,, '✓ .......... ......l,r yJ.l.s,,.,. FS .,_.,.,....r � I 1 0 �<ai !_w `_,"�� y F 1 .•.„,. fp 0' �_""..,-.,w ",� �1.,. � ^.,•.„..,, i{ ;n' ,, p w o• `1� fir., "��� 9 0 TG x _ s y� f f �'.J.,. �j ,.,..,.rr.....,. f r 5;:`.......r. _ 12 ,�q. I ��My 0 ` /� f '.«.. o, 9 .3 INV (l 1 :g f J .,s �f„r«,,. /y�'�� `� „I J f � of'1®•� '�, `�"-'r•. � 5}.„,r, j 1 q �V` f�✓✓ � ff®. _.•�«....««.,.r«« r� .".r.. •• r.. r , 't £f ./4•/iF'6•r1S, } ,,r/g // '`~ 3 t, ' jJ '•, 'v,"+wh , • Jam, ,,,r.,,'.rrr.. 7 .",. FS f""'".., «....9 • '',,.,.../'P j •...7-•,, « ...,r,.,.«. f5_J r:..^r' '.,...M'nry ., az;•Y.y,;,r,..r-'^""" /f j. p• V _ N���: :.rr,r r „ 1 6 o µ-' ~�� �3� ^R.' 12J7 1, q ? 4's, t r,,.,,rF `,�(1 «f '•••� � r..r.,."..-." .r<r .1 ` rr, " .,r, "N � `•"� y ® CF...,_ ''Q:w.•. , I �` 9 2 --� N whV`ry . 37T cRY 4 ,�"N M, '-.. ' `.. 1 .r. ` : WHERE THE EXTENSION OF THE HANDRAIL /N THE > ..., w.r::;, s, �,, , / RETURN DIRECTION F TH RAMP r I. �, /� O E M RUN WOULD CREA TE A �.* POST Z D, HE ERMINA TION OF THE EXTENSION ,,* c, _ `�...•.. TO DS HA AR T T .. 930,72 T C y '�c�'�. , �' --%'"� MAYBE MADE ROUNDED OR RETURNED 5 t i4 S `"s+.,.r,r.NE » f i"•..'w f, N , 0 CF SM00THL Y TO A FL DDR, A W L L OR POS T {_ �,�� _.� 71 r_.,r • RETURN Uco TO WALL //�"y` /(�...�ry�) 1 HANDRAILS SHALL BE 1-1/2" DIAMETER MAX. -- _ ...r. ------- Fig. 38 HANDRAILS AIT RAMPS z The CoIDAG - Californio Disabled Accessibility Guidebook 2011 MPG Publishing Co. 179 0, 5, 10' 20' 30' SCALE: 1" = 10' ADDED SHEET RWT`''` 01 14 13` PREPARED BY: W.O. 10092.000 ,,, REVIEWED FOR PERMIT ISSUANCE BY ,' �k CITY ,OF ATACADEfo R.W.T. FEssSHEET W TOEIC�TEI� SLC ra CITY OF A TASCAD E RO LA`R CIVIL AND STRUCTURAL ENGINEERS LAND PLANNERS SURVEYORSI f �r _ < '' :_, x , , �,�r TRAGI 2608 , 7474 EISENHOWER ST., VENTURA, CA. 93003 m ^ � � OF .E.B. PHONE (805) 671--9811 FAX (805) 671-9235 NO. 37316. � Exp. 6-30--14 i ��� � F {' DELINEATED - ��x� .� ,�;� LAS LOMAS VILLAGE APARTMENTS 24 T o. 14 13 Civ►�- a��� FILE No. �CFCr �F COMMUNITY BUILDING GRADING PLAN REV SYMBOL DESCRIPTION OF CHANGE RCE DATE CITY DATE R'W'T RAND W. TOEDT R.C.E. 37316 DATE CITY ENGINEER DATE CHECKED (i e, LEGEND ............... ..f, ........ GAS SERVICE LINE LOCA TION TO BUILDING „.,w. ✓M „ , AD AREA DRAIN PER GRADING PLAN. mr,,;y ; . HDPE SD HIGH DENSITY POLYETHYLENE STORM DRAIN PERGRADINGPLAN. # tiF �• ,y- �,�;� ;5 - -P WTR- PVC WA TERLINE PER WA TER PLANS AD r / VC f 8 HDPE SD s Y f mY � � ;yy;:,.,'„„f„,..... ••S ,' i ,"^f'f %"..::7 '3S r Y f � ,aY.'."lN,,.,,. AD PVC SS PVC SEWERL INE PER SEWER PLANS 8"HDPE SD 8 HDPE SD SV s10I N T TRENCH - POWER, TELEPHONE, CABLE, AND GAS AD , t 3Y. yF 8"HDPE SD '' � `'t, AD FIRE SPRINKLER RISER .r - „'„ •::,-::w, FH FIRE H YDRAN T PER WA TER PL ANS 8"HDPE SO \ '` 8 HDPE SD "J , MH MANHOLED B�HDPE 5DAD 6 HOPE SD AD CB CA TCHBA SIN PER STORM DRAIN PLANS DDCV DOUBLE DE TEC TOR CHECK VALVE AD \ « ® 8 HDPE SD /� :.. 6«HDPE 8 HDPE SD ` ° _ r f t ",.,.. `'*. s, "2041 %' t y�r { '.sS.,rip 4s' q M WA „..r s {f ,�, LANDSCAPE W E /✓,�.,y ® 1 "r' A P °�w�, •�, S 'may""'wiE^ >:.� i+.,. 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PLANS SCALE. 1 = 4D, J i ,.- i•i /,/ & SPECS J VARIES - r,.� -�- cap 4 ...` VARIES - TEL I J ( •� �- � ! ap �, P N Z PG&E L OCA TION & INS TALLA TION f DDCV '� SEE PLAN 6 6 SEE LAN CA TV PER PG&E PLANS & SPECS. f CURB, V-GUT TER CURB, V--GUTTER OR AC OR AC WA TER . � (D REFER TO JOINTL ( SEWER S RY PRIMARY POWER TRENCH DETAIL - POWER ' I " WTR --' ,,. -� STORMDRAIN HEREON INS € L 0CATION ®FUTILITIESJOIN T TREK�H DE TAIL s • n `° ---_--w - N IS N TS t 1 CHARTER COMMUNICATIONS SBC PACIFIC BELL PACIFIC GAS & ELECTRIC,COMPANY .(PG&E) SOUTHERN CALIFORNIA GAS COMPANY JOHN NEIL, ATASCADERO MUTUAL WATER COMPANY DATE CITY OF ATASCADERO -- SEWAGE DISPOSAL DATE A REPLACEMENT SHEET RWT 01 .14 13 PREPARED BY: W.O. 10092.000 ---, REVIEWED FOR PERMIT ISSUANCE BY �- � � CITY CSF ATASCADERO FESs� R.tN.T. �a °tip CITY OF ATASCADERO t '` SHEET DESIGNED T R r� f � . R.W. TOEDTER,, LLC F TRACT 2608 CIVIL ,AND STRUCTURAL ENGINEERS LAND PLANNERS SURVEYORS 7474 EISENHOWER ST., VENTURA, CA. 93003 w '`� Z � f; � j .. OF tX F - F.E.B. PHONE (805) 671--9811 FAX (805) 671 -9235 NO. 37316 , � AFf. Exp. 6-30-14 DELINEATED > J� � ' r LAS LOMAS VILLAGE APARTMENTScw z� p ,.14-�3 ST v �� J FILE NO, A'T' # �r MASTER UTILITY PLAN REV SYMBOL DESCRIPTION! OF CHANGE -RCE DATE CITY DATE R' RAN Y W, T TER R.C.E. 37316 DATE �r���~�F° CITY ENGINEER DATE � �'� ..w��; CHECKED ----------------- AMW C STANDARCONSTRUCTION NOTES 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. U U 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC T STANDARD SPECIFICATIONS, TAI NOTES DE LS AND AND TP 2608 DETAILS SHOWN ON THESE PLANS, THE AMWC STANDARD LAS 0���Lj U 3 Lj V V L3 A _N V,[ A P 8 SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORMLA L 4 A S I L'r A A A VILLAGE APAPTMENTS o ATR COMPANY STANDARDS AND THE TO ATASCADERO MUTUAL WATER STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, O� LATEST EDITION. 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN C I Y F A A S C ATIAJ E Ru" C A L Il", 'U` N I A� CONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH AND SAFETY CODE. P L 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN WITH THE PROVISIONS IN SECTION 306, O� CONFORMANCE v UNDERGROUND CONDUIT CONSTRUCTION, OF THE STANDARD z �' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST z EDITION. �� 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN 0 z -' CONFORMANCE WITH THE PROVISIONS IN SECTION 306-1.4, _j w 0 _j a' S OF THE STANDARD SPECIFICATIONS FOR Z = w �� TESTING PIPELINES, cr � c� W -� �o PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ALL SERVICES, ;'-' I-°a. � FIRE HYDRANTS, VALVES, BLOW-OFFS, AIR--VACS AND OTHER N11--' Q U O -' _r w -- C a. SHALL BE INSTALLED PRIOR TO PRESSURE a- � � .•' : 1F'• 1 /^• � ;p .)r ;}t3 ,7 "++,:.. ,•.."-,;•.::t;,�t,i.,�*. ts,,,c et,' �'4:t."t,:,t's� };4.'.r •+,,<s s,4 +�.. APPURTENANCES ��ss��@@ X ry/�// //� "%{yrsY.y / ,£�f. } 3 ' ;:'"w,4*+.tiw+: �4,v„ k''k' 4a1`s`;'114+,•`,4.,t4`' t, t,;,,,"0• x�s>v,'xs t 1, 4JL. l..�.. V J :t t;. 'l ftrs{(3 L;'}} ii4 's i£S ,�N' "-.?�. 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WW1—"' Z 5{�}1£f r; ",/}, ,t}}%# }531+t��t ,1� i �,.,�;;;�,�•.�•" M�, .^;••M_ .,.{E', 15`rx +{ {:,4�s£Lf /,rN„;N #£ «.,,r,,fy�`{£4'%s`%¢'*s,i'1;`''t'`"q4r' ,*1`'r�'•li``144'}�x4r�r�'iy`'Si'@it: /�'�7 .y 114 ,,.,,,... t 4{: .i 'rxt° //�/. /' �.�£ } �'%%aro."« _ .:,N a @' ,1 f d i s ,s£„f `�` ....J E e1 .". p ff {( ;£ 444 ,E •1t 1„>, ti,t adv £,s'{' f S: 1 i.'•1 r p :i N I£ I CONFORMANCE WITH C ORM NCE RESURFACED N CON '4't •i•% 'N'/ {t E RESU � {{ >�i '��:,".••."" .4.1'4``5% B i N 7SHALL . TRENCHES H E CES s ..i •y, `� if£i:sis I SECTION j' +Y`Ei 4 OF ATASCADERO STANDARDS AND THE PROVISIONS N SEC 0 --� 3 t �!✓N ' ��+'">{£iii ;" / ,1 ',// � r ( �, ";;;' r'/.,,� s �sf;,{srs,s• P ,,,,� "'' f "'�'r'.F; j/✓/"/' s} r t,rYi,�• IN F THE STANDARD SPECIFICATIONS /L 306-1.5, TRENCH RESURFACING, O E S FOR PUBLIC WORKS CONSTRUCTION INCLUDINGTEMPORARY "....._ 15F TI IN IN � _ f /~� SURFACING. i" �' "ANY ,,;,�N'"'�"„�„..�.,,,�"✓�;� fr r/� �./!� Q ;4r.:r,�.,,,: ://'r .6A ,.. 1 f1 f r ht f r r �*t HA DISINFECTED f _ : . 8. WATER MAINS .AND APPURTENANCES SHALL BE ,, ,�; �:�, �r >�f UELA '-:w f, ASSOCIATION ff N RK SSOC N RI ANWATERWO S H AME G {{5 n WITH ,� ,. IN CONFORMANCEC L STREET 5(¢ f C «.-.. _ ._•.,... 1154 � � .//i f• /' ., '�!.„:«�."'•.w.,«,-...,. ;,.�„,,,,,,,,„,,,,,,,« 1 DISINFECTING WATER MAINS. NO CONNECTIONS N '". STANDARD C65 { f y 4 10 "" .. __ .... • PERMITTED N TI THE NEW T EXISTING WATER MAINS WILL BEU L �::��"�: �'-"-��::�--=�=-:���:.:�. ® EX S G `�`• £�'v}#}r} k T �� f � � ,.,,,,,ow,,,.� , „. ,.,WATER MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. (Sri r� s` r r�r 1 `y •t>.° 4�\ .9/ 4 ..... ,,,_.. .. 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT %#'--£ '1=f i 5 � M w w S:r s LATERAL LOCATION DETAILiif i1F c3jj1 % fi'j i 48 HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE A ':" - ".. (0 SERVICE. NO DISRUPTION OF WATER ,�'- C1witsi 3 DISRUPTION OF WATERN.T.S f p'{ 1} 1 ,,i N NN,,, ., ,«,.,,.." "•y 'i f i i' 'r f ,.",�'y",, S RVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS WEEKENDS P �y :w« f E , «••M.,.„,w_,,..;:;',;,.,,,,_, !ff r'' �'?�'"'' «,,..F` '`'4'`C.,, "^-,..,„,,,..,.w:”"".,':;w ~r} 1 f r •r j f { fJ�1 f f i r NOTES: �` f _, OR HOLIDAYS. f ,f f . ( sy .r .�' r''''' y�..`..:*;''•;'`'',.`,W�'���w;µµ r ,,N ,•/ ,+',// ' ,1•1'£1, `x ( 1 £ � , {14 }{4y -- VICINITY MAP LATERAT RA LOCATIONS ARE APPROXIMATE f ;1{ AL L L 4 /!,f J f% :1 1 .`'' .N'�l .,•/ — ^; .,� l ,r"a:.rM-,".=x;'::'` r' '�'`�/` ;.,'''''-' , ./ f f a i J /� / £ J1/f d � {'k •4 ktt•. � � ";.'.%%'• i�J� ,,,,,•�,. .,,;;rri,,,i'",,N". ,,N,.,.-'�N�,,✓ / f f W "�_.,.<; Ef i fl d � r �`'J,r"',,,,, N,." ,^''`", r U. '• f " _« f > 10. CONCRETE THRUST OF ANCHOR BLOCKS SHALL BE PROVIDED AT ONLY AND WILL BE DETERMINEDr,� f ff1'/ '%S`,' �><``' ;'r' .�' ,"".. m „�=,�;,s�'""�'r, t yf/ y",",,.,:�,..",„,,,m,;,..�;;;;:�:�;;;�,;;,N /' ,�•"'., ,� l :£ s f F P ACCURATELY WHEN HOUSE CONNECTIONS N.T ALL VERTICAL BENDS, HORIZONTAL BENDS AT THE 0 LUGGED .S. A V C L ® E ' F{r 7r i '•4`� , .,^",.%�„':' � jp}/ Y""".N N ,.,r' ,/ /�'� a f f r I i /�fN�r�,�,,,, �✓'�wo"o'N,// ,,,,,.,.,, j .r... # ' ARE KNOWN. WATER METERS SHALL ap 14 � k ' �, /rrs 77 N ',, -"r ,, ,. TEES AND BEHIND FIRE HYDRANTS. rr ;� -'� ,��N~ .� ,� ;N N , .. "'"" MAINS, BEHIND ! ` "�-;/� �%"� «. `' NOT RELOCATED T AREA SUBJECT 7f "� 0 BE FLOC ED 0 E r t �, ,yWr�� t t1 3 "_"y' ,N�N,f �.^j � '�” «,,,.,.� �/r�,,/'�.,'"" „•""':N^" t P f £4` a . W!, rrf .., f 1 t { r'•a.... TO VEHICLE TRAFFIC. CONTRACTOR ; :.f � E CLE t1j, " T WATER COMPANY SHALL BE NOTIFIED AT R MUTUAL 11, ATASCADERO �., HA PREPARE AS U! T FOR � SHALL E E -B-BUILTS w_ ,....�., a THE WATER >� } rr;,s{,;. r''rr}rfY -... _ - 5 LEAST 24 HOURS PRIOR TO STARTING ANY WORK ON E E ~- _., Y f"'#s�� i f''{ 1 N"'%f `�f%Js{,s T��lpsr�flj�f�3i� ,,,,i �i�i�,,,N''',,,.,,-„ .............. """ „�f 3£ �f ; t t �"y 4/ SUBMITTAL TO DESIGN ENGINEER. f:{)f I ,� /r�rfY:�ff£rff,( /fJ�5''y��-�m~-«.�".': ,w.� ,N,,,��,,,,�'�, ":..,�.-" :# .�; , a,�' " r`-. f J:'t tftrj s f r,F'f ..✓"....,,......,",,,,,. ,. .}'r2"/Y i .".....,..,.r> £f s, £} ,i,j 1rr r, f '" /'„•^ /'•, ``"�•~ `Af%-� TIES. N""..M....,".,...• '! t •.{„_r,.,;i” _ `` FACILI ES DISTRIBUTION "/ zi Nom,/' /,r'`. ✓'''r ,. �� ?�� '`;, PS�"."` •,.,,,, ...,,.�'•..,." ,,. ,./ s �N'� DS, 41 f r r f s s ✓' „ , `•�.•• f try, / 'r,..• £ N /' , TDISTRIBUTION ,-; �` T TH WA R ,{, dd E E a t r •" `'w r MADE 4 r H LL ; 4,i` . �`,�:". A 1 =200 12. NO CHANGES S40''�,•'s4 f� �f�s , 5`,`,:(;..,44 .� ` 5,.,r, SCALE PANS WITHOUT PRIOR APPROVAL CURVES SHALL BE NEGOTIATED WITH USE FACILITIES SHOWN ON THESE L OF EITHER FITTINGS OR COUPLINGS. NO OF ATASCADERO MUTUAL WATER COMPANY. LONGITUDINAL BENDING OF PIPE SHALL BE PERMITTED. (TYP.) 13, NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION FACILITIES WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL KEY MAP WATER COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT THE WORK WITHOUT APPROVED PLANS. CONSTRUCTION LEGEND TRACT NO. 2608 - WATER IMPROVEMENTS PERFORMED WITHOUT APPROVED PLANS AND WITHOUT INSPECTION TRACT BOUNDARY BY ATASCADERO MUTUAL WATER MAY NOT BE ACCEPTED. PROPERTY LINE 14. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM RIGHT-OF-WAY URB--OF--WAY AND MAY BE ENCOUNTERED BY THE CONTRACTOR. IT SHALL BE THE BACK OF CURBWATER SHEET I CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, GUTTER REMOVE, HAUL AND DISPOSE OF AC PIPE IN CONFORMANCE WITH SIDEWALK ALL LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING ALL EASEMENT — ---- 18.A. WATER COVER SHEET, INDEX, & NOTES REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBESTOS- EXISTINGCONTAINING MATERIALS. ".,,,,,,.,_.:,",","_..,.,",",,,,...a,........................._..;,.,,,,,m„ 2: 1 SLOPE " £ 19. WATER DETAIL EXISTING CONTOURS 2O.A, WATER PLAN EXIST. WATER LINE 8" w EXIST. SAN. SEWER 8„ S EXIST. STORM DRAIN 18" SD EX, S.S. MANHOLE - — — -C} -- ---S.S. MANHOLE S.S. LATERAL __.._--- .w..._..S EX. FIRE HYDRANT — — -- — PG&E BOX c� EXISTING PG&E BOX c� PG&E ELECTROLIER ❑ PAC BELL PEDESTAL SSMH O SDMH Q CLEANOUT - MONUMENT A TOP OF CURB T.C. TOP OF GRATE T,G, GRADE BREAK G.B. PUBLIC UTILITY EASEMENT P.U.E. FLOW LINE FL INVERT INV. DRAIN INLET SEWER LATERAL SL ARE USA NORTH JOHN NEIL, ATASCADERO MUTUAL WATER COMPANY DATE U n der round A REPLACEMENT SHEET RWT 01 14 13 PREPARED BYo w.0. 10092.O0o REVIEWED FOR PERMIT ISSUANCE BY F ��, CITY OF ATASCADERO R.W.T. o p�o� ss, i SHEET o � } �s i _ Service Alert w. r CITY OF ATASCADERO C A DESIGNED F F R.W. TOEDTE , LLC , ° ,� � TRACT # 608 SSA CIVIL AND STRUCTURAL ENGINEERS LAND PLANNERS. SURVEYORS °R 11• TOLL. FREE � 4 ,i � OF �"`� 7474. EISENHOWER ST., VENTURA, CA. 93003 `�� • TH v F.E.B. PHONE (805) 671-9811 FAX (805) 671-9235 No. 301141 4 i'sfssfiFi 7Amwnm Cg'4 1 - 800 � DELINEATED : ,��� LAS LOMAS VILLAGE APARTMENTS 24 227- 2600 �4-'.� q c,v�L FILE NO. 4 N R.W.T. -�� WATER COVER SHEET, INDEX & NOTES REV SYMBOL DESCRIPTION OF CHANGE RCE DATE Ci TY DATE RANDY W. T D R.C.E. 37316 DATE CITY ENGINEER DATE TWO WORKING DAYS'`BEFORE YOU DIG CHECKED of 4 t, 4 4 f" a i l ski, `•t r ;�'s'x i o>YNsi tt $ f `f4 ,✓ W i,r%^' 2'Nfii'i, 3 .CI i'.,>//F ,fi `Se, 3� D g}a � „ YEN f 8-394 A11. 1= y f .;, s. ;tib rr✓~n j a n.r" '' N„.,N s %," y f r �'t ........ �• r''k/' t Y ,,,,,,,. hctar/`s;s5 ,;• ti 1 Q 3y //yl s �j % s M Y 6" ``• `` i V 5. �sa5 "� '�zt ° S �w, �'Jo 5 fly f •..,. w°ll ,x � "e ti ai r p s09 158 ` L17 rjA13 S 1 ""y ossa 18 ,E ° 4 ; J l r % rb ,5 An•.`+{, '� ` .5!yvf ©� `.r o' .s✓r" S! 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"r �"",���y;� .�,",,�="?:::.�_. ,:,:f�µ'�:;fes�:ifis �sY�' �f;.t •=/��� ,o �Ja� G "✓ ArT'� Z1J14 3 ff '� Novi"r a,;,���,�.,/.„•,� c9.,/f .„?f,.sy � j'?:::s., ,f •� Js "rwf,,,..,., � I �• { f` "•," "`" m �'"'g,p 3 ` ,y,� ""� 'x:,„y. ...� ,r ...,w••.., � ��sf +.+.,, fs ��,,.,..,,w., � D f 20 ,y5 , t' p ;.r,:•, �� � � frf r � ,! s; g Y �ice!•„y, 4f �. -... :-::;- 18 M:::� :z;w 11 �`a yfs"w; w-_ 7 •'eC! ti ;rr. �s � l i?V /.,.,-". ar.. f qt«•� w''"^,'..;:...;;;eq " A A @@py. SECTION I • � • =y / ` / '`'s::G:i f �„ � � � � ,,, _•• ,. � W, fv,,,.._ �r,r�' cuuin < Q N TS N20 109`01 J JJ rto o 22 141.0,3' VA 18 , }1 ( t �2 > 1 7 .. _ CALLE oe ..-w. 11 18 (8 1{ Ss) .___'L'q/(O 00 15 j 5 t. 21 — - .., .. .,,.• ....... �. ..-- 24 _--- : ® ---- �' .� ��R �- '=-�'" ..- a` 1 INSTALL 6" ' V.G. CLASS 150, C900, WA TERL INE. N20 09 Q1 ..�— 12 ,M,.�-- �., ' 15 REMO VE PL UG A NO JOIN Wl TH EXIS TING WA TER PIPE. (22-50) p,_�. ,, „�" -- -'--- 2� -----INSTALL 6 PVC TEE. /NS TAL L 9'D Ilss ELBOW INSTALL 2" FIRE LINE W1 TH 2" GA TE VA VE AND RISER PER AMMC STD. DETAIL No. 110. 3 6' r$ WTR) �J 17 INSTALL SINGLE DETECTOR CHECK PER AMWC STANDARDS. ' c " --=="" �-' 4 INSTALL 6 45 ELBOW------p �— 2 W TR �� ''�✓ 5 INSTALL 6" 22--1/2` ELBOW 18 INSTALL 2" FIRE LINE RISER CONNECT W1 TH PL UMBING PLAN BUILDING WA TER. O -- 1 �- ;' 6 -----INSTALL 6" 11--'1,/4° ELBOW. s_/NSTALL 2" DOMESTIC WATER LATERAL IN TRENCH PER AMWC 5TD. DETAIL 101. CONNEC T 'WI TH PL UMBING BUIL DING WA TER. __ -- -- - INSTALL 6 GATE VALVE AND RISER PER AMWC STD. DETAIL No. 110. (8 " �$ --- ""— 0' �s' 30' so' 90' 8 INSTALL 6" DOUBLE DETECTOR CHECK PER AMWC STD. DETAIL No. 114, 20 INSTALL 3" DOMESTIC WATER LATERAL /N TRENCH PER AMWC STD. DETAILS 101 OR 102. I SCALE: 1" = 30' INSTALL 8" X 6" REDUCER 21 INSTALL 2" WA TER SERVICE CONNECTION WITH 1--1/2" WA TER METER /N BOX f 10 INSTALL FIRE H YDRAN T ASSEMBL Y PER AMWC STD. DETAIL S 108 & 109. PER AMWC STD. DETAILS 103 & 105. J f 6 PIPE, 6 TEE AND THRUST BLOCK PER NOTES 1, 2 & 14 HEREON. 9—INS TA L 3" WA TER SER VICE CONNECTION. W/TH 2" WA TER METER IN BOX PER NO 11 , INSTALL 8" PVC TEE. AMWC STD. DETAILS 10.3 & 105. / A. WA TER LINES SHALL HA VE.A MINIMUM OF 36-INCH OF CO VER O VER TOP Of- THE FTHE PIPE MEASURED. FROM THE'FINISHED GRADE PER AMWC STANDARDS. 12 INSTALL 8" GATE VALVE AND RISER PER AMWC STD. DETAIL No. 110. @_/h/S TA L 1" SER VICE LATERAL W/TH END CAP. CONNECT Wl TH PL UMB/NG BUIL DING WA TER. 1 INSTALL 6" X 2" REDUCER. 24 INSTALL 1-1 2" LANDSCAPE SER VICE LATERAL WI TH END GAP AND METER BOX. B. REFER TO FIRE PRO TEC TION PLANS FOR ALL FIRE LINE CON�'TRUCTION. . 14 INSTALL THRUST BL OCK PER AMWC STD. DETAIL No. 116. REFER TO L ANDSCAPE PL ANS FOR LANDSCAPE WA TER AND APPUR TENANCES: „ C, WA TER LINE TRENCH PER AMWC DETAIL S No. 101'OR 102. D. REFER TO LANDSCAPE PLANS FOR LANDSCAPE WATER AND APPURTENANCES;I ATASCADERO MUTUAL WATER COMPANY DATE t { A REPLACEMENT SHEET RWT 01/14/13 PREPARED BY: W.O. 10092.000 RENEWED FOR PERMIT ISSUANCE BYCITY OF ATASCADCRO R.W.T. Ess�a D 1p �D1�E LLC CITY of ATASCADERO, SHEET CIVIL AND STRUCTURAL ENGINEERS LAND PLANNERS SURVEYORSDESIGNEy • r =T ��4 TRACT 2 7474 EISENHOWER ST., VENTURA, CA. 93003 OF F.E.B. PHONE (805) 671-9811 FAX (805) 671-9235 NO. 37316 Exp. 6-30-14 *47461 DELINEATED LAS LOMAS VILLAGE APARTMENTS 2 0-0Q3-14-13 s� cl 1\1 � FILE N0. R.W.T. � ��,�a � x WATER PLAN REV SYMBOL DESCRIPTION OF GRANGE RCE DATE CITY DATE RANDY W. T TER R:C.E. 37316 DATE CITY ENGINEER DATE CHECKED