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HomeMy WebLinkAbout1999 - San Ramon Road at El Camino m 0 Z 0 z 0 m m STANDARD GRADING NOTES CONSTRUCTION NOTES I. GRADING 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT ENCROACHMENT PERMITS 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE U.B.C., APPROVED BY CALTRANS ANO/OR THE CITY OF ATASCADERO. CALTRANS AND THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS, CITY OF ATASCADERO SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STAF THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIO ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS NOTIFICATION TO CALTRANS AND THE CITY OF ATASCADERO WILL BE REJECTED D REPORT, WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. LEGEN 2.. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER CALTRANS AND THE CITY OF ATASCADERO STANDARDS AND UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE .APPROVAL PROPERTY LINE TRACT BOUNDARY WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND `OF THE CITY ENGINEERING DEPARTMENT AND THE CALTRANS COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND SO INSPECTOR. WATER FACILITY IMPROVEMENTS SHALL CONFORM TO UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE ATASCADERO MUTUAL WATER CO STANDARDS AND SHALL BE SUBJECT ` \ RIGHT OF WAY OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO. CALIF. T THE START OF CONSTRUCTION FOR TO APPROVAL BY AMWC. NOTIFY AMWC A MINIMUM OF 2 WORKING \ CURB (S00) 842--2444 TWO WORKING DAYS PRIOR (?. ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF DAYS IN ADVANCE OF EACH STAGE OF CONSTRUCTION TO ALLOW FOR \ BACK OF CURB U.S.A. MUST ALSO BE NOTIFIED. INSPECTION. GUTTER 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CALTRANS 1 �\ SIDEWALK OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TO A STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN _ - - - - - - - - - EASEMENT DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING FIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST RESULTS \� SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL `t` '� - - - - -- -- - -- -- -� - SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE , . �. - / EXISTING 4, FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO MATERIAL. CASE SHALL LAYERS EXCEED 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT � RETAINING WALL Y APPROVED METHOD. 4. COMPACTION TESTS SHALL. BE MADE ON SUBGRADE MATERIAL AND THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT B AN 0 D ' / `� �� ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED MATERIAL PLACED AS SPECIFIED BY CALTRANS. SAID TESTS SHALL BE yt P `' i ,' � 2:1 SLOPE le BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). APPROVED BY CALTRANS PRIOR TO PLACING OF THE NEXT MATERIAL. °`' "" ,� f �" ' 'f EXISTING CONTOURS 5. FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE _ CUT SLOPES SHALL CONFORM TO PLAN SPECIFICATIONS. COMPACTION OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED FINISHED GRADE CONTOURS 6. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHAH BE SPECIFIED SUBGRADE ELEVATION AND ONE FOOT BELOW. AL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK . --- -. W.�...,..,. BY THE SUPERVISING SOILS ENGINEER PRIM TO CONSTRUCTION OF GRADED SLOPES SECTIONS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. PLANTED ` t . 7. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE L - # / i SANITARY SEWER -�-- -8" 5 ------ WITN PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE STORM DRAIN FINAL INSPECTION. IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PR! R T THE REQUEST FOR FINAL INSPECTION. "AS-BUILT" T IN _. ... •.a w.. .._. _._ .... _ . __.m PLANS o o E Q EXIST. WATER LINE A UNSUITABLE SOIL MATERIALS ASPHALT CONCRETE, RUBBISH AND DEBRIS PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. ` _ �.._ ._ _ . _.,._. _. 8. ALL f . `J RESULTING FROM GRADING OR DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING / ' ti p..w EXIST SAN SEWER JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE STORM THE "AS--BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL Aµ DRAIN WITH APPLICABLE REGULATIONS. ; EXIST INSPECTION IS MADE. ._. .._._.. ___ __. ....._ ..._... �. __ .._ ..__,. tiEXIST. GASG C� 9. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. A A PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED !F _... 7. BSE ,___,. ,._�M , .., ,� r GAS MAIN G G 10, THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED DIRECTED BY CALTRANS. .,. _ _--_._ �� ,� f �� OLE TIN AMO NTS DAMAGING d NT I OPERA11ONS FROM PRODUCING DUST U TO PREVENT HIS .__._.... � _ �' AN FFORT HAS BEEN MADE TO DEFINE THE LOCATION OF �'- �b. r `�, �` A E _.__ ._.._ PROPERTY CULTIVATED VEGETATION AND DOMESTIC ANIMALS 0R CAUSING A NUISANCE 8 ' r` `� {' I S.S. MANHOLE --_--- IN THE VICINITY OF THE JOB SITE. THE UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL F" 10 TO PERSONS OCCUPYING BUILDINGS E C "Y ��'" �" ~�-- _ --• �.^ .. r � . : �..._ .M.,.. �.._ ^_ i S.S. LATERAL s CONTRACTOR TOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT - __.^` ,„�, �` `-� �. CONTINUED UNTIL _ -.... ,w �r''l , „ i z`. _ FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BEC BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS " "' �. F I GRANTED BY THE GRADING INSPECTOR. SERVICEWATER RELIEF S APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL -� . : _ - - - - --_ P RESPONSIBILITY FOR LOCATING OR _.... ,,. ,.._.. ASSUME SOLE AND COMPLETE ES � "� � ' - -- WATER VALVE o+ _ .. ... ,..,. - 2 RESPONSIBILITY � r �,; �.... .. . _ _.... A A M E AND COMPLETE N CONTRACTOR SHALL ASSUME SOL -� 11, CONSTRUCTION R FACILITIES Illi HAVING ALL UNDERGROUND UTILITIES AND OTHE C L ES G '`. FIRE HYDRANTFOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY RTY ADJACENTTo THE SITE D AN FOR PROTECTING SAME DURING THE COURSE 0F CONSTRUCTION HE SHALL A 1S EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL � ..-.. . . .._ ,. ... . �,.-.. .� T : : . . ... _..- EX. FIRE HYDRANT�' THE PROJECT.IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT .A R R VED AS A RESULT OF HIS V AND WHICH ARE DAMAGED O EMO DESIGNATED FOR REMOVAL ,l STREET LIGHT T THE TRT OF w A TI TTY COMPANIES MUST BE NOTIFIED PRIOR 0 ESA OPERATIONS. 9. ALL U L COM E . ..w.,,.,w,,.,r.tr^. :-•.., ,.'"*"^�`` T t.r�:. ,�: ,. CONTRACTOR SHALL CONTACT _ ,� ., .. .v,-.:__. .. ,.... ,. ._ ...�,_ ,aa ..,. :♦...,.��.,..,�..� �...,. .,.<,., CONSTRUCTION. CONSTRUCTION CO `� � ""�- � _. - � <: GAS LATERAL 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER ESEw r T T 1- --642--2444 AT LEAST 2-10 DAYS ,.. ,..� ,�" �-� --µ ,,..._. ....^.,. �,._.. ., .... _ .�� 7:7- UNDERGROUND ,. F EXISTING MONUMENTS AND OTHER SURVEY MARKERS: ANY SURVEY MONUMENTS SERVICE ALER A $OO _ `"` -.._,,; ,......----- - - UTILITY TRENCH P,Ph,CTV--- DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF _. .w., ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF �-LAND SURVEYORS ACT AT THE CONTRACTORS EXPENSE. �.-I _. ..r}'-,' f-- _. - -- _ -- -- -" UTILITY SERVICE sV EACH COMPANY WILL BE PRESENT DURING EXCAVATION. . 13. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE PG&E BOX PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. 10. A CALTRANS AND/OR CITY OF ATASCADERO ENCROACHMENT PERMIT IS K.�. 1 � 1 , EXISTING PG&E BOX REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF--WAY AND \ _.....w 14. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. \ \ 1`` "` 1 1 °'. PG&E ELECTROLIERI,&] AND "OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. \ \ / PAC BELL PEDESTAL 11 11. THE CALTRANS INSPECTOR MAY REQUEST REVISIONS IN THE 15. SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING AND AS NECESSARY TO REVEAL A COMPETENT STRUCTURAL SECTION. PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE ` \ 1 SSMH FIELD. ALL REVISIONS ARE SUBJECT TO THE APPROVAL OF THE \ \ I i' SDMH 16. EARTHWORK QUANTITIES CONTRACTOR'S ENGINEER. --- �. CLEANOUT CUT : 7,650 CUBIC YARDS 12. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, \ \ 1 `� TOP OF CURB T.C. FILL : 800 CUBIC YARDS COMPLETE AND ACCURATE RECORD OF ANY AND ALL CHANGES FROM \ EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND THE CONSTRUCTION AS PROPOSED 1N THESE PLANS AND \ \ - `' i ` ' TOP OF WALL T.W. SURFACE AND-PROPOSED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK SPECIFICATIONS, FOR THE PURPOSE OF PROVIDING THE ENGINEER \ E QUANTITIES ARE PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY tS WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES SHALL BE \ \ < TOP OFGRATE T EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND \ ? M^ ., CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. \ _' TDP OF FOOTING T.F. HIS OWN SITE VISIT AND QUANTITY TAKE--OFF AND SHALL BID ACCORDINGLY. GRADE BREAK G.B. 13, ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE •. 17. AGGREGATE BASE : SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. \ \ -�,� '�;,;,. PUBLIC UTILITY EASEMENT P.U.E. A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS 14. IN THE EVENT THAT THE CONTRACTOR N0110ES IRREGULARITIES IN \ �,,,.•� � �, a 4 <.. .. FLOW LINE FL f OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS, THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION \ \ " s -"` ```- INVERT INV. OF THE ENGINEER. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE \ --'"�' B AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM \ .•-'"' i5 FINISHED GRADE FG RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY - ��. RELATIVE COMPACTION OF 9595. THE TOP 12 INCHES OF SUBGRADE BELOW \ i - ,.-�'' , ,4 '�" FINISHED SURFACE FS I RELATIVE RECONSTRUCTION TO CORRECT SUCH ERROR. AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM COMPACTION OF 959. 15. EXISTING PAVING SHALL BE CUT IN ACCORDANCE WITH CALTRANS PROJECT MAP I © 18. ASPHALT : STANDARDS AND SPECIFICATIONS AND SHALL REVEAL COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS SCALE1:1000 - A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR POINT. STRUCTURAL SECTION SHALL BE INSPECTED BY CALTRANS ` ASPHALT CONCRETE TYPE B AS SPECIFIED IN SECTION 39 OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY INSPECTOR PRIOR TO PLACEMENT OF BASE. Q 1992 EDITION. 16. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION &�# \z f 4 SHEET INDEX �olr� i , SHALL BE PRESERVED OR RESET BY A LICENSED LAND SURVEYOR IN cv 19. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED r „s © THE STATE OF CALIFORNIA AS REQUIRED BY STATE LAW. , E .. CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA, 0 CID1 F BENCHMARK INFORMATION. . 17. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK IS NOT - 4, °�`�i - " 03.01 TITLE SKEET BENCHMARK: SEE SHEET No. OR PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OFF--SITE TO � `� PROPERTY OWNER. Ros bs \ r C3.02 SAN RAMON RD -- SURFACE IMPROVEMENTS 11. INSPECTION 18. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE 101 oESS/o C3.03 EL CAMINO REAL -- SURFACE IMPROVEMENTS c ► 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF CITY PLANNING DEPARTMENT. q ��QR I'll ,� � of R F?' �q CIVI't �4 Y�` �� 4 rn © WORK ANO IN A TIMELY MANNER TO ENSURE A QUALITY JOB. 19. CONTRACTOR AGREES THAT {N ACCORDANCE WITH GENERALLY Z �qr o �� o� C3.0 SAN RAMON & EL CAMINO REAL `-- UNDERGROUND IMPROVEMENTS C' c� 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS U `� !N THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE a o RIO �° C,iE.�� DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ° p0 4, co 28743 C3.05 SAN RAMON & EL CAMINO REAL STRIPING/WALL PROFILES HEREWITH. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THE y Exp.3'31103 PROJECT, THIS INCLUDES SAFETY OF ALL PERSONS AND PROPERTY, UTILITY COMPANY APPROVAL * C3.06 TRAFFIC CONTROL PLANS " 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ''�o ` �• 0Ivi� CD Ca NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR R4 N °"�o �qa s�9�f, �\� � «WORK SPECIFIED HEREWITH. FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS & , �, OF CAi.�� C3.07 RETAINING WALL DETAILS/NOTES DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR BENCHMARK ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE �s�""r �.� PACIFIC GAS & ELECTRIC CO. DATE INFORMATION- PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL. T R E V i S I O N S BENCHMARK FOR THIS PROJECT IS FLOOD INSURANCE RATE MAPly REFERENCE MARK 18 RM18) -- A U.S. COAST AND GEODETIC SURVEY 20. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL �, " ( " TIMES, TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CURRENT P C IC BELL DATE NO. BY DATE DESCRIPTIONSHEET 0 DISK STAMPED F 1095 196$ LOCATED 3.15 MILES NORTHWEST ALONG an SOUTHERN PACIFIC RAILROAD FROM OVERPASS OVER STATE HIGHWAY 41 CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFICs�ti o IMPROVEMENT PLANS AT ATASCADERO, 1.7 MILES SOUTHWEST OF TEMPELTON, IN TOP OF AND CONTROL HAND BOOK. NO STREET CLOSURE WILL BE PERMITTED. °9s, °' .? 1.1 FEET EAST OF WEST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE caaR,e� y° c° 223.38 OVER GRAVES CREEK, 7.7 FEET WEST OF WEST RAIL, APPROXIMATELY 21. GRADE CONSTRUCTION STAKES SHALL BE SET BY LICENSED LAND �F SOUTHERN ALF ORNIA GAS COMPANY _ DATE p 'y, r 1 FOOT LOWER THAN TRACK. NGVD ELEVATION = 239.182 (784.72') SURVEYOR IN THE STATE OF CALIFORNIA. 4t ,.r; OF ATASCADERO ° � �„�„ ,, '2, /'��� E N G I N E E R S BASIS BEARINGS 22. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND CITY PLANNING DEPARTMENT. F'ALC N CABLE T.V. DATE PL A N N ERS CITY OF ATASCADE CALIFORNIA m / FOR THIS SURVEY IS S 08'43'19" W BEING THE BEARING BETWEEN TWO FOUND STATE � '01 SURVEYORS a°', HIGHWAY CONTROL POINTS AS SHOWN PER COORDINATES PROVIDED BY CALTRANS. IX GN it- ACCEPTED BY: DRAWN BY DATE CA JOB NO. co 1. 2,000 lbs/acre CELLULOSE FIBER MULCH To SCA 0 MUTUAL W COMPANY DA 364 Pacific Street CD 2. 100 lbs/acre ORGANIC BINDER VICINITY M P SAN LUIS son Luis Obispo, CA 9.3401 LAR 12/09/99 990533 3. 300 Lbs ogre 16--20--0 COMMERCIAL FERTILIZER ...."'.NJ.'� a615PQ � ' rz 4 I r NATI GRASS (805) 544-7407 �- 0 36 bs,/ac a VE � �f� � � � � �r��"' CHECKED BY SCALE SHEET ry, e -� STEVEN J. SLVES E , RCE 9743, CITY ENGINEER DATE JRF 1:500 C3.01: CD -'' CHIEF OF,. ASTEWATEfi� PERATIONS DATE (DVEE M ONT Lmiiiiiiiiiiiiiiiiii KA P R A I Fm N E3 A N RA M CD N ANI F= L=IIIIIIIIIIIIIIIIII C: AM I NCD R AL CITY OF ATASCADF= RO CALIFORNIA C3.�01.I?1wG ............................. ---------- . i E . _-, N.I 11 0 1 I 1. v --- I 1 I f, " z ;y `� °`� 1'', 1 #,, ►-: N PROPOSED I 0: \-.:-�, � ', ('06 E® PROPOSED y I 1, -� o. 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A 150 Al-150 S "' INSTALL TYPE Al 150 INSTALL TYPE ., _. INSTALL. TYPE 2 _,. CURB & GUTTER PER CURB & GUTTER PER 11 TRAM STD PLAN A87 CAL _.m.,, w d CU CURB PER CALTRANS STD. STD. PLAN A87, \ w RB PER CAL CAI. S -�- a� w PLAN A$7. �- t TRANS STD -. PLAN A87 TRANS 2:14I. }{ *100mm (4 } AC PAVE. MIN. OVER *100mm (4 AC PAVE. MIN. D h `' `` E , ' *255mm (10 ) CLASS 11 AGG. BASE *255mm (10") CLASS II AGG. BASE �-- mt h- -' -„ Y t-p 17 /y �y ,l v a , a /N�� ��y/{� ) •.` 4L. -- .. W , ,_ -...,moi _ - "�,.e. N ;91 . I 4® oma . '\ Ivda d a 4 ' ` AN {' o �,: Cow ao .� .� N - *- N.T.S. N.T.S. i ti e I II ff\.n ` .6 C4 W' ,. - + 0) �1, 6 ,11 ;. �` "o \ 5 *STREET SECTION SHALL 8E DETERMINEQ BY "R" C4 OP o� viz ` , .„ 11 *STREET SECTION SHALL BE DETERMINED BY "R" VALUE OF SOIL AT SUBt'RADE AND T.I. 7,0» �.,, I- 11 I q ., ,� ' 4 `> � � VALUE OF SOIL AT SLIBGRADE AND T.I. � ?,£}. . ti. +ate. + ° ,; ; _ '' �¢ .,} +} �' ,, } L4 8oN 4 \ % % o w o wr - '' �,� k-Z F-Z 0- L s Z `' 1., \' , ` �- �# .�-+ 111 a t I 1,1t '�, x { ,, % I' (SEE SHEET C3.03) - 0 12.5m 25m . 1:500 NOTES. INSTALL C900 P.V,C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SPECS. . - 0,; I !i �-' INSTALL P.V,C SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702 & 703. 1- �I 1+040 3 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 808. It, 3:� I 0+960 -x-000 . 0+880 ./ 0+920 F: _ S D . _ _ 1111 " ` . _ INSTALL DRAINAGE INLET PER CALTRAN 73 (TYPE G3). . (D GE I ' gid .mI r . I . I - I i- --/ . ,$ .F. - - - ya 1- �� '_ °'' . � .�..� . 1111 . .,__ 11,1 1, _ _ _0 ... _ INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADER€3 STD. 703. -_ Cl� . � - ._11-- S t .. V, I 5 " ' . r P11 STA:= 0+331.51 I o REMOVE & REPLACE P OLES PER P.G. PL ANS P[ ELEV _ 248.70._. - :,- z, . _ 1111 _, ._ 1111 _ _, _ _._1111. .--.. - ,_ I--11,11 6 ... 1111_ , _ . . __ 1111. _ _ -. _ r I � r . I . A.D.: = 1.75fW v R f W 5 . I INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. 0 : K = 34.29 I cv�„ _ _ . _- " z ' _ „ 1111.._ _ _ _ TALL APPROX, 1OOmm 4 A.C. OVER 255mm (10 ) CLASS #I AGG. BASE. ACTUAL STRUCTURALnr -_ - 11-I �__ 1111.; ,� • . w TERMINED BASED ON R--VALUE TAKEN AT SUBGRADE AND A T.I. = 7.0 A INS 60,OOm : 19fi.85 VC a� _ S'ECTIt�I TO BE DE It : ) o°� Q OR EQUAL TO THE SECTION REMOVED, WHICH EVER IS GREATER. _ _ - _� v - ®N + �� STD. PLAN A20A DETAIL 2. � � + H 0 9 INSTALL CENTERLINE STRIPING PER CALTRANS . w -61 - t`� , .� _ a�. ��' " P R CALTRANS STD. PLAN A24D AND STOP BAR PER A24E. o , r t � -:;, ,- , - .. , _ ur► �.-�� 1 O INSTALL STOP PAVEMENT MARKING E Z %", _, _ - - ^ �- o , EXIS'ANG G OUND - a j, g ' '� _ - ---�- -- _ INSTALL 305mm (12'°) THERMOPLAS11C CROSSWALK STRIPES, 3.05m (W) O.C. o �--- -- - _ > --_ _- _ _-_w- �} _ _ - - , „ .__. . ..� . ._ _<_ 11 _ _ Z rn U od. c`'3 . U 12 INSTALL BIKE LANE MARKING PER CALTRANS STD. PLAN A20D, DETAIL 39. d U) �` + cco a0 ' W .' _. - - - .__. . .. - I» TAI 378. m "2.:Op� 1 25To INSTALL LANE LINES PER CALTRANS STD. A20C, DE . w.. z ,- 13 F M "t � N < - . 2rj0 ARROW PER CALTR S STD PLAN A24A 0 + cv . . - INSTALL THERMOPLASTIC TYPE VII AN +W a Q U) N wI Ir (LEFT OR RIGHT AS APPROPRIATE). c3 PROPOSED FINISHED GRADE AT CL INSTALL TH OPLASTIC TYPE IV ( ) OR ( ) ARROW PER CALTRANS STD. PIAN A24A. m _ _ 15 ERM R L 3 •-� . . i fi INSTALL THERMOPLASTIC TYPE 1 (3.05} ARROW PER CALTRANS STD. PLAN A24A. 11 , _ I r _ STALL THERMOPLASTIC "RIG Y" PER STD. PLAN A24D & A24E _. . ... . IN ERM{) HT TURN ONL . o.75% _, ...__ �,,.....�- ,._...p ' -_ --� _ .. . _ ,> _ 18 INSTALL 150mm (6") CURB PER CITY OF ATASCADERO STD. 418 (TYPE C). - . - - _. _ _ - _. q -- .1111 . - - 1111__ ; ��-$ _ .. 1111 248 19 INSTALL 150mm (6") CURB AND 450mm (18") GUTTER PER CITY OF ATASCADERO STD. 418 (TYPE A). - _ _ 11 . I l . [�(� /� pp Fl } E 11- - - - .- 1. - �§ INSTALL TYPE G3 DRAINAGE INLET PER CALTRANS STD. PLAN D73 . SAN RAM0iNJ '- - _ ...r : a . . I :. I . I - I I : -: . . w41 : . I ­­- -- - --. -1 ..., , ,,,, - I ,-- ­ ­,­,rI - r :­ I : _. I 'It, 4 I T SIDEWALKS PER CITY OF ATASCADE 0 STD 9 . I . rt NS ALL - - 21 R - , --, .. . ._.-- RO STD 420 . 1. 1. 111.1 TY F ATASCADE . .-- INSTALL SIDEWALK RAMPS PE R CI 0 w-, - q� I I HORIZ. 1:500 NST ALK RT. 1:50 I _ _ , .. -. - _- A TOC RDINATE G S INSTALL TION WITH S0. C L. AS PRIOR TO CQNSTRUCTION. ' _, . _ CONTR --,.11 11,.: C_ _ _ .. -.._r_ .. .._:.,,.,_.._....,.-. LJ . _ -. . _ , . CTOR 40 A A A G 1111 _,_ . . 1111.. . ; . PULL 80X, INSTALL PER CALTRANS STANDARD PLANS r . ! : ., 1111 4 INSTALL 3 CONDUIT W f PULL ROPE AND No. 3 < ! INTERSEC TI _ _ 11:11 �: ,:_ , ... ._ ,,.,,, ,, 1111. �_. - ,.,.<z. 1111 �_,::11.11, ,.- _, _. .� . 1111 FUTURE SIGNAL ...::. - _--.. :- , E 1111:, , - :. AND SPECIFICATIONS. (FOR ZED oN) � ' k t. - ...-1111 :. 3 ¢g ' 1:1:11. ,:.:--_-. .. :11:11.` ^..:.. : ,;-..,. ..�... .:� Pr .,.:..-.i -11:11: -:....,1:111- .:. -:1111.,._ �. I Is . 1111 - _ 1+040 0+880 0+920 0+960 1+000 INSTALL FIRE HYDRANT (6") PER ATASCADERO MUTUAL WATER COItAPANY (AMWC} STANDARDS. C I . . I �g . . E . 1 . - 6 INSTALL STREET LIGHT. (TO BE DESIGNED BY P.G&E--SEE P.G.&E PLANS} J c) ; Q -- LENGT1.H OF SUPERELEVAT#ON RUNOFF = 75.00m (246.06') INSTALL DRAINAGE INLET PER CALTRANS D74A (TYPE GTO) QR fl74B (TYRE GOO}. o . i o INSTALL DOWN DRAIN PIPE PER CALTRANS D87A 300mmDIA. (TYPE 1}. I + . g . r a 1 ... I INSTALL 150mm (6") CURB AND 450mm (18") GUTTER PER GALTRANS STD. PLAN A87, DETA#L A2-15fl. �` �t f1� _ - _ --- _ --. _ _ - _ . -. , _ . . - 1111 _ , . _ +10% 11 '+ I V fo __ _ �y �§ . 1 17 C o INSTALL CHANNELIZING UNE PER CAL-MANS STD. A20D, DETAIL 38. C> rli + 31 INSTALL NO PASSING ZONES PER CALTRANS STD. A2OA, DETAIL 22. . o EDGE OF T€�AVELLED WAY a1. I o . INSTALL LEFT EDGELINES PER CALTRANS STD. A20B, DETAIL 25. CD c INSTALL MEDIAN ISLANDS PER CALTRANS STD. A20B, DETAIL 29. I i- � 11 11 1-4 p ROTATION: = CONST. CENTERLINE - Ln AXIS OF 4 11.11- _ __ _._:, _- - 1111_ _. +2% T $E REMOVED ANQ DISPOSED OF PROPERLY. REGRADE TO SMOOTH 1111 . _,.. - ...,� 3$ EXISTING STRUCTURAL CTI I O , A C> `- +2% _1 1.11,_. CONTOURS AND HYDROSEED. SEE MIX DESIGN' SHEET C3.01. I _ 0% F co 0 � - -- _ -' /o _ - ,-.__;. _ .-.- , .. _ . _ . -- I �- © 2� ..,,. -. _. . _.._- _ .. , ._.- 1111.,_. . _ f 1111._1111_ c� U � CD -� . CL �- I cv - . li I ♦ I r*� 9) b „-.. . Lj C . ci a 4 R E V I S 1 0 N SSURFACE IVEMENT PLAN S r 19 . )-- 4 : . . I I . . I I �' --10% _ - . _ . . . _ _ _ 10% EKY3ATE DESCRIPTION -- .,_ -- NO i , i m . r .----------- I r SAN RAMON ,-RO-AD - . I- I - t v . r---I I (a I--, SAN RAmof 0 S F' s, I . p I . 'I. I I ,I I I I I I -,- -11 I 11'.TION : - I : rES It U � , r; �L c,.FALL � ` - °-s © 't�+' ��.► /� ENGINEERS . f Cl. GALE. �, � � � �119 1 --1 - . . "I, a� . ,,, 4 . HORIZ. r 500 a P L N N Ir R s r 1 m rn VERT. N f AIc IVo,C3 ? � svR VEYe� Rs EY: t t1f fi , . . o �' E .�f3U/02 ; r 3Fi4 Pace#ic Street ' 1111_ . 1111 11.11- - JOHN FALKENSTIE R.C..E. 33760 EXP. 6-30-02. . DATE _ _ 11.,11, 111 1._ - w „1111. _. ..-- -_ i CA 93401 -? __ _-. San Luis Obispo, - _-.11-- , 1111.. -- _ y._ 1111. -. 1111 ',� . � 11 DESIG D `BY: DRAWN 8Y: C.IEII= } £3Y; .tCl`3 N�I`1ILEF SCAM;: Sh#'EE I . F °' 0- 0+920 ,Cn �'" 0+880 .ch+�ca ` � / .STI: VESTER, 11�„ LRS LAR: JRF 93033 1:�fl0 ��`,� ,. RCE 29743, -CITY ENGIN ATE . CDLi- m GI=A No. 990341 CA EILENAM ND1. -C :t}2:DC a., .. I I 1. . (M I I I I I --1 -I I I . I I , I -I -1 --- 11 , I-, I 1, � , -, I I , . , - I . I . - . I I . I I - I I I - ,I I I I I 'r - I - I I I . I . I I . I . - I I I I 11 - . -I I 11 I 11 - ,, I . I - - . .,. I I I r . . I I I r I I + I I I . . I - -4 , I . - rl - r I I I I I I I . I . I . . . I . . - I I r PROPOSED WOSED PF c V R/W R/W I", 30.48m (100") 7 t X, Ln 15.24m 10+722.71 S W` 0 15.24m STA. A CUT AND JOIN vr� (50') (50 EXISTING PAYING. EXCAVATE EXISWNG ------ 'QU, PAYING AS RE IAENL TO--R VEAL`:z�_ C M TO EXISTING PAYING x TANT_STRUCIVRAL 1.52n_,3.60m 3.60m 3. 5m 3.60m 3.60m 1.52m .44m, 5 RA146 4 /Lr -W,52"-L=48.72 m 19 BIKE TRAFFIC TRAFFIC AN TRAFFIC TRAFFIC BIKE SIDE -ANGLE PNT ME I STA..-,,.0+901.81' LANE LANE LANE LANE LANE LANE WALK 2% 0 *4 R= 300.00 m 0+ 722 50 D=6W39". L=32 17" YPE Al-1 CURB PER CALTRANS INSTALL TYPE A2-1 50 CURB SM. PLAN A87 (TYP.) & GUTTER PER CALTRANS. STD. PLAN A87 (TYP.) INSTALL SIDEWALK 'PER 0 ........... ... ........... *100mm (4v) AC PAVE. MIN. OVER w 4 CITY OF ATASCADERO w .............. C4 *255MM (10") CLASS 11 AGG. BASE SM. 419. 412 _K42 w M Ld '77 UAL lot- N.T.S. (n �JN OCK R�TAININ­G-'$EE� WALL. -,Sfij�LT 0.05 w w DET INFORMATION. VALUE OF SOIL AT SUBGRADE AND T.I. 7.0. REM 6 E 0-1 QIV FOR PROFILES__AND__.l.._l *STREET SEC11ON SHALL BE DETERMINED BY *R" DRAIN4g Jill ------------ R/W R S D E3 INSTALL 4.88m (16 RIVE -t�E-XISTING ------ ------- PAC CITY APPROACH PER ATAS. SE T jai SM. 424. (SEE D/W PROFILE 2:1 TYP. STA. 000.0 SAN BELOW) RAMON INSTALL V HIGH CHAIN LINK STA. 1+000.0 EL CAMINO REAL FENCE OR EQUIVALNT PER M TCHLIN THE SAIISFAC71ON OF`jhF_ STA. 0+901.1i h245 TC I VARIES VARIES et ry OF ATASCADIERO AND 245.00 INVERT STA. 0+986.2Ca� (S4E SHEET C1.0p) INSTALL BLOCK RETAINING v 2.0% 2.OX 0 12.5m 25m SEE OFF-SITE SEWER & WATER WALL. SEE SHEET C3.05 & -EXTENSION PLANS. SHEET C4.17 C3.07 FOR PROFILES AND ETAIL INFORMATION. 1:500 *lOOmfn (4") AC PAVE. MIN. OVER INSTALL TYPE Al-150 *255mm (16') CLASS 11 AGG. BASE CURB PER CALTRANS SM. 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 PLAN A87. TYPICAL VT CAMM nVAL act aECMN D-B PVI STA 0+7.71.05 : N.T.S. *STREET SECTION SHALL BE DETERMINED BY "Rw A.D. 3.37 VALUE OF SOIL AT SUBGRADE AND T.I. 7.0. K. 17�82 254 ' 254 60,,00m (196.86) VC R/W­ NOTES INSTALL C900 P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SPECS. to 00 INSTALL P-V-C SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. SM. 702 & 703. INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO SM. 606 & 608. 0 Z' W INSTALL DRAINAGE INLET PER CALTRANS D73 (TYPE G3). m 252 252 . 0 x INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO SM. 703. PVI STA 0+832.50 LOW POINT ELEV 246.69 z '246_86' "LOW POINT SiTA 0+900 PVI ELEV' + REMOVE .& REPLACE POWER POLES PER P.G.&E. PLANS. P1 STA 0+930 0 A.D. 1"00 CV) EV -2W69, K 20�00 PVI EL M N INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. A.D. 2.50 R/W $0.00rry (1 96.85p) VC TRUCTURAL. K 24.00 INSTALL APPROX. 100mm (4'") A.C. OVER 255mm (10") CLASS 11 AGG. BASE. ACTUAL S 0 SEC11ON TO BE DETERMINED BASED ON R-VALUE TAKEN AT SUBGRADE AND A, T.I. 7.0 + pop 0 60.00m (196.85') VC _j 6 C,4 OR EQUAL TO THE SECTION REMOVED, WHICH EVER IS GREATER. 0 0) + N 250 to w) + INSTALL CENTERLINE STRIPING PER CALTRANS SM. PLAN A20A DETAIL 2. 250 : 00 R/W + N V_ N 0 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS SM. PLAN A24D AND STOP BAR PER A24E. 0 > 00 + 0 0 C4 EXISTING SURrACE V) LU CS INSTALL 305mm (12') THERMOPLASTIC CROSSWALK STRIPES, .05m (10") O.C. C4 + (n C-4 00 + 00: 0 5.19m VC INSTALL BIKE LANE MARKING PER CALTRANS STD. PLAN A20D,, DETAIL 39. co C4 0 0) 0) do CS 0 + N + 04 0)32-1 M,� , 1 . �1, . _ / . . ..'' , .".. I I wl w 30 0 INSTALL LANE LI . A20C. DETAIL 378. 8 + + N 0 N 04 C'j INSTALL THERMOPLASTIC TYPE VII ARROW PER CALTRANS SM. PLAN A24A w (n (n (LEFT OR RIGHT AS APPROPRIATE). 248 C in: Cq C 248 '; w PROPOSfb� FINISH/Eb GRADE AT q INSTALL THERMOPLASTIC TYPE IV (R) OR (L) ARROW PER CALTRANS SM. PLAN A24A. r,W w m CD > INSTALL THERMOPLASTIC TYPE 1 (3.05) ARROW PER CALTRANS STD. PLAN A24A. w Uj INSTALL THERMOPLASTIC "RIGHT TURN ONLY" PER SM. PLAN A24D & A24E. INSTALL 150mm (6w) CURB PER CITY OF ATASCADERO SM. 418 (TYPE C). INSTALL 150mm (6*) CURB AND 450mm (18m) GUTTER PER CITY OF ATASCADER0 STD. 418 (TYPE A). 246 246 INSTALL TYPE G3 DRAINAGE INLET PER CALTRANS SM. PLAN D73. DRIVEW�LY PUBLE INSTALL SIDEWALKS PER CITY OF ATASCADERO SM. 419. INSTALL SIDEWALK RAMPS PER CITY OF ATASCADERO SM. 420. L CAMINO REAL PROFILE 0 CONTRACTOR TO COORDINATE GAS INSTALLATION WITH SO. CAL. GAS PRIOR TO CONSTRUCTION. HORIZ. '1:500 INSTALL 3m CONDUIT W/ PULL ROPE AND No. 3 PULL BOX. INSTALL PER CALTRANS STANDARD PLANS VERT. 1:50 TURE SIGNALIZED INTERSECTION) TIONS. (FOR FU AND SPECIFICA 244 244 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 �g INSTALL FIRE HYDRANT (6-) PER ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS. Ln INSTALL STREET LIGHT. (TO BE DESIGNED BY P.G&E-SEE P.G.&E PLANS) INSTALL DRAINAGE INLET PER CALTRANS D74A (TYPE GT4) OR D7413 (TYPE GDO)., 0 INSTALL DOWN DRAIN PIPE PER CALTRANS D87A 300mmDIA. (TYPE 1). OFESS, INSTALL 150mm (6") CURB AND 450mm (18*) GUTTER PER CALTRANS SM. PLAN A87, DETAIL A1 0 VC 8.00m (26.25') VC 3.00m (9.84') VC CURVE DATA 6.40m (21.00 01 I' n-11 0 8.00m (26-25') VC FAt CURVE LENGTH RADIUS TAN. LENGTH DELTA INSTALL CHANNELIZING LINE PER CALTRANS STD., A20D, DETAIL 38. Cl w 23.88m (78.35') 15.00m (49.2l') 15.32m (50.26') 91*11'59" z 0 0 -;?__ 0 w 0 X ft INSTALL NO PASSING ZONES PER CALT.RANS SM. A20A, DETAIL 22. 2 0 Cr. C2 23.25m (76.28) 15.00m (49.2l') 14.69m (48.20') 88*48*01" Z z z /Vo- C337,50 rn C3 14.37m (47.15') 9.14m (30.00') 9.15m 30.02') 90*01'50" M C-4 0 0 w INSTALL I EFT EDGELINES PER CALTRANS STD. A20B, DETAIL 25, < . z 0 EXP-613 ;5 _14 oo z C4 14.36m (47.1 l') 9.14m (3 to 0 0102 0 m (30.00') 8958'10" ODI Irk, '250 00') . 250 z tp N INSTALL MEDIAN ISLANDS PER CALTRANS SM. A20B, DETAIL 29. z C6 QVIL 0 n N 4f Co OF PROPERLY. REGRADE TO SMOOTH 04 §;,i _, .., ,' '. . ;� , 250- Woo CS1 ­�06 i 11' EXISTING STRUCTURAL SECTION TO BE REMOVED AND DISPOSED 250 Op CALlf N 04 00 06 OD CONTOURS AND HYDROSEED. SEE MIX DESIGN SHEET C3.01. C.4 "104 w N C14 C14 Cq N C-4 eq+ 04 1+0? 0 0 + C + 11� z i E V I S 1 0 N S 0 CO 10 > 0 + DESCRIPTION 04 OVFMENT PLANS 10 SURFACE IMPR NO. BY DATE 0 > Im (n w N 0%; (n w 0 : armon co w EL CAMINO REAL 2 48. 2 LO 0 EN G I N E E R S 248 ------...... ... 248 NNW" w C . ......... 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I --,..-.,., -_­.....­ -11-11-- ". - "'," A ll� ..-. �." \, --,t ,­ ,& - I . .­% �­__ ---111,- ­ _­_ 0 _________._._____._ 0 ____-_-i-7,___,_, _____ 1, .I.-, .11 , ,­ � "I ­�_/ \ \', ,-, - r I.--- '-'-' 1-1 ,...�,� I , , .w 1,1�_ �i I . � I I 1� ,_­;--�­Sl I , \ . � , , . � ­-11-11" - 11 a -_ , 0I, i, -111" 3.E � .1 I I � 0) `-, ___ll__l --I.-.,--,.. -11-1.11 �__-:7--_ �_�___�t_� �r_ I,- .�­_­ l,_'_.1 I �. � -� 1-1 I 24.5m (80 LF) 450mm(18") H.11,1 , ,--" ,` � - � ­­­_.,�, 1. 11 I / .,- I � ""', I I � I I I 11 ,� - _-. __,­--'-___,,,_­­,,- r� ­,", - �/ . , ,,, IN." ,N� I I 11 ,�­4" "`� "I -_ ­­ /I . SLOPE = 2.0% - ,''. .11 ,, , ,�.-,,,,,, ,- I . I ., , I - `"..,� , 4 � I , -1 � I . I . I 0 ; f / ----- 0 ____" ft-ft , "", I—' TYP I . . * ___­ ___ I I � ". 160 1 �_ _*,- `_ , .1 1_ _', _­­ ,,-,,,, ." � "I ,�, , I I 11 0+ j - ._z... ; , . *", - � I - ­_ , " , _ ­ , * . .­,�11� " "I . I I I . ! , ; � " �. ­­... ", .1, 1. ­­ ___­ - 11 I " " ., � I I / � � �"lll � 1, �� ., r 17---___ i '. ,� , _­ .1 I- ­14�_­ �1, ,�­.� - - �"lll I " I .11.1.11 � I I I I I ­ ­_ " " � I 1. tl� `�_�, ....4. ., -1 �, ,.1 - I I.. _­ _,�_ ":, dr �l . � . I / I- - 0 -_ � 1, 1�I I -l, , "' I _11 ) . I / I _______.,__"_lft 11 11 - - - �'­. ,,, ,- ­--­ --- , ,��-- I I 0 ­­_­­. _T I ;� I , - __", � , ..­.',. I � I z;";��'����0+-7 2 0 '� L - - - - - - - - - I L I , . � / % - - - ___101 1-1 -11 OR . ,; � I - . - .1 , / ; 1 . I � ,I, , I �� 11 . I ­___'%llll 11.1 .�' �', , // . I �' '! ! I .., . A& . , ,­�,`" I �111_ "I FIr I � I : ! : , 1 0+800 .-- �. , . W 7- __�__­-- I '. / I I , . , �l ,�" �-- 1�1 _ 'I., i�.,iill � . V_ i o 0 11 i'; 0`,­� ­­ ,��-- i - ­_�(__', " / 11 11 A& , .� - .1 f � . "", ,l ___ _-= --- -----------_ , I ­_ � . I 0 1� .. � . i \ " / I .'' ._� "" � �� �l �:__ I I � I .. . . .tk_----�­---- __l-71_­_l_ .11, _____ - I / � I I .,*,i "I :_,_ 11 . 14 � I 1, I ' 'I _! I--- I" 41_____11 11 I'll­­ ( "I- _1�1� 71" .11, I I I 1-1 ., 11 ,l ­_' . � _",,­-- . 1, - -- " I I � I , .. .. . I _7 7_7 � i' 11.11 I ,,,,,,�,., I I I . I I I 11 I . I � ­ . I _-�_� "Il'l" 0 � . I I -0010 I 0 � 11, i_ ,1, 1) ----------...................... I "', ,11 ____� _� I � I , . A -1, .I ft",I'm "I I... a L17��� 14 ,11 ����,� ----------', w .I. _, 1-11,-.1. _111--l.", �._ I _--i- --- E-E"LAND:9CAPE q AN Lli I � I .*I, ­ ­-_ �k w___ . - i -l. '.9 1 '1� �,.,,K I � I I ,,�, 1 1. _._11-111 11111111 I 11 11111 __ .,"I__�_l I .1 I" .� --------------�.9 . vp __. ,�­` I OF a -,* I I - " . - .- � 111111111111ml , " 1�"I 4z I "I 0+840 ,- � "_ 1. PERM R` RIGMION 1* I frn i,_ W., I ., ­ I , � I z ' . � I " I" _____ � .11 � .*j-,, 1". - I I - � ,,, ,� ", 1, , I 0 I � I I k _` ___ "l." zl' �:,,-�, ,<-----N""_._ -1-1-11-1-11 _,�� tl , � I -_ __­ ,,, \\ � -, _- .'-l.- '11, �,I,f '' . . I C4 � . NOTES. I -11, . I I I lk I I � I _ � __+_ I * ,4 - � - , " I , 0 � .�, I .-.�" . ­ I % a 0+880 /A -1.I . ­­ iO� ,A,,, ,-,,,, _. -�4 -G4460 --1. W. I _j C4 . ---I I . I I - ___� ", ,­ . __ " , , 11 , , - , I "'� ,t;;;,Y...i,, I" .- _. I .-1-11 I ­­­-­­ I"----- I - _. , _ ,�: _. __/__ _ ___117�� -I DO . 0 1 1 - .;:,� ,-- , �_l _ . , � , 40� "Ill ,, , � -------------+ - ai , " 'IN , .,.(�' tili'l.- Ift". _ ",__", I ,I --- -- - ­� 11.1 ­....I— ­� ­­'. I I INSTALL C900 P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SPECS. , I'll , ` 1-1 -,- . ,� � �___�_______�_�__ - _�__� i of I __ �i -1- � - - --la I , __ . ­- . . � I 0 ,-.�- , �, 1. li - - - -_ '_ I...� ".­­., -1.1'.. _,_� - 1-11-.-1 ?" --- �_ _ ......� ___.. ­ _�_lw 01 ##/' / I - - �_ I . I I.I..",\ ­__..._ ___.__ \ ? -::;. --.�� .& 11- (D I / , 1 �,_"$4*_ ....4�- �� � - .,- " � , - , ',�, r i -'i', I ­At ---- I� I I � ,.. -1." ­�­ 4,"' -_ .1-1 ­ �, ,0/��, I J - I I . 11 "I, A,- 11-11, - - 1, \ % ­", .. m=lw_ftvft.___l____ -_ _7. . -11'..l. � 1-1 ­­_.­-_-­ I­­­­____._l- ­ 1.11--- -_ _. . - .,,, - I ..'r.. -,� 0.1 " "_ ­­­.,­ -11.-.1111 i , " I � -11-111 , '_. -�--���--o .--k I --I 1-1 - �__ w . w , _­Vll�l " I,, / \ 7 - _­,!-_..�_,�_��,� � ­���� ­ - __ -, - ­ ­ I I ­_ _k 11 , - _-1-1 . ..."ll"- ,_ .. ,11,"', � *­' .#I 9" -ar- I Ags I I I - .SS I ,a- x I I Cn ____ . 49 _1 ­ ,­­ -11.1.1- ­1� .1 -- __ ­- -__, -_ _�_ --­ I O � . .1.1-1 ll�_ ,___ ­­. .f�- _�_ � � ­­ I—— ­- -4 INSTALL P.V.0 SANITARY SEWER PER MANUFACTUREWS SPECS. & CITY OF ATAS. SM. 702 & 7 I 1 .1 I I 1111111--l-, ', - . I -1111-- .11,111. ''I'll _',i ::::!:,;! ______ 1 - I ­­ I I- ­ 1.11 ,.:. ­',"',��­_ .1 ­­ 1-1-1- 11 ,1. � I � I I I I t ­_ "' I 11 - -_ , I - _ '', I �,I .­­ .­_­ .11 " ,.-I'll � 1-11 _­__._ 11-11.11.1 11.1 _______w-K �." 06 1 . l_ .-1111- -­_., I 0-1 " C _;��­"I"'T, ---- -m-m-m. '. - ­­­­ I "' ,�i �I��-­­ 1.v I -------'-' I'll _­_'.. 1.11 io. . - ,��F. " ­­_- ­ �l I m w PER CITY OF ATASCADERO STD. 606 & 608. 1 1 . . . . , " ""', 0_1 ,Q_� "---;, 'I- " � ­_ � I 11 , --"I, . 11 ­­ � ­­ ­__­­. �:�l 7 -.-. -i � _.m-___i,-.r-g -,-�- ---l�-_mww_i -1-11 , . fll> Cn I . 1� _L.�,,, "", , , �, ­­,_ , ­I -� _-11. .­­ -11 ar/ % C_ - I 1, ­__'­'_�k ­­_ ___ _. __ 1.11-1.11 ��.�� ­�,___._ 7 ""-" m . 4 I .1 - 'w ­ V� REAL "',", N (n k I " I ,9 - ­­_ m I-,----- _____ , ­­­ ,__, - ­­­­ ­ ­- ­­ ", I I """' _­­ _ . '0__ _ ­­-,"_. -11 -, r�% U-) ! < w Q I _�,__ "' __4 ,(_,� �11�111,"\�-11,\ ia. � 1� , , ��_ - 9 ��,__-_, ,9 ___�%'�-_��, --- , .11.1 .1.1.�I. _____-_11 -�, -:Z- ­�-"., 1.I 1-1-1 ­ -1.1...­ ��/ f 11 . \�f , _z_'.. �_._ .,_ .;gl .T- " .,-. , ) C, I 1�� J INSTALL SANITARY SEWER MANHOLE �l .11 , , "l_11.0P & I/ .7-1 , 1, --- '" """" . .... ... I— 1- I.- .- .1 i rq mg I I (D I I I ` � , I ___� %.10 I ill-111111 . I ) I �l . �, I- �l . I - .,- . �� - .". `F7 I .- -� . --- -� I - . I 11 11 Olz ­­. 7r ,Ill I ­_I 0 1111 I * ,, - I �� 1�, __ ­*A4w. - 0 .z-- 2 G I. -20 � i .,-, 9 �, --, , � 11 ­-�_ __11__ __ _ 11, _3 bi " ��t I I__ 3 - � __ t &�.A -__- � A . I I ,� I I I _1�. ­ �, ,�,", (�_ -_ 1. - � 1, J ,�i / ___. ,3, -, I T, INSTALL DRAINAGE INLET PER CALTRANIS D73 (TYPE G3). I . I", I ", �, ...1. '-111.1 0_-, � 11 -41 ,--------------- -4.6�-__ i I., � -49 - �� I � � I I I "I I. � __ __r �_,__-, i4 " f4'. (�) . 0 "'. , __ ��_ ____ iv:� `k� I 1, 9 ;lr . 44 IV .I _11111 __� I- ­ . ,--,,,--,-,/ i ­�,j� , . ___~` 4�1­11 .;;Z� I _ -- I I , , f­,". -_-11 1_ In �', - ­ -0 _T ., I ­ I -k-, _,.,t..0-000- I I � . ", 'fl----.I I � 1,L) I , 1, N- /I . I . I . I . 1-11.11_ ­­_ I/ -;r,-,Q ­ -" " .� I _ - U - I . I -1 � ­­ . . I I FO FO -- FO j I FO - I -1. _.,_v__ I -, 1, -, -1--l- _... " " _-, 1-i 1'.,� "-------------------------,,.V'I ______� I I ____� - ______ --i:j- -------------------- - - - __4 a I I - I -1 I . I I i ,-` ,, ­­"'' I - ., ,-­� __t"� ___ (D INSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO SM. 703. ll� , I - 1, .1�� ,� . � .,--,-, : ��Z_�, , Ir... I i \ P !:�',EMSTING PAC_::>- ; 1A , �____ ---�. ­-__- ,_�,� _,/k, /,:7� ,D -09_4,�ASEMENT I ! ..- I rmn ff�__���JT����7 jr--=, , =it - -_ __� - I � I I - . \ � __ � 11-1), I ". ,---,I � -- - - -_ - - 74`�� - REMOVE & REPLACE POWER POLES PER P.G.&E. PLANS. � ,. I, � I - I I , I I � \ I , _,'"", I I I ,:� \ 'F� -l'' � I _0 ­ AC BELL IF CITY IS UNABLE T6 �l ." 'l__l ri�� -::--::],,, ,.,;;=Lmf I lu- (�) � I �l I . I I 1; I , , I - - _�:l- �, I (D INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. I I I I� .�11 I � ____\�.......� / .�_, I 1. ; OF P OBTAIN RIGHT OF WAY T � "" - - ..--111 1,� , �­ FIBER­OPTtiC CABLE MANHOLE. I � k 1� � ____ - -- - ­­". % , I . � BUILD RETAINING , 1, . "I I i/ , " , I � , '. T -, MATCHLINE I . 1) I . '.1 I � I , I I � I I , '. "___l . \ (SEE PAC BELL PLANS FOR ACTUAL SHOWN BY THE T! +901.17, 246.65 TC I . I I I /t DESIGN OF FIBER OPTIC LINES) CONSTRUCTION E ' ."� 245. INVERT .11 INSTALL APPROX. 100mm (4") A.C. OVER 255mm (10*) CLASS 11 AGG. BASE. ACTUAL STRUCTURAL 11 . I I . I 1. I 'll . . i i i RETAINING WAL SH ' B� 1,� _� �___,_ I, 11 (�) SECTION TO BE DETERMINED BASED ON R-VALUE TAKEN 'AT SU13GRADE AND A T.I. = 7."O � I "I � I � I I I I I 11 \ 0 12.5m 25m I I ­­_­ ., SEE OFF-SITE SEWER & WATER � '1-1 ,,,... OR EQUAL TO THE SEC11ON REMOVED, WHICH EVER IS GREATER. I I I I I � I I I I I I BUILT WITHIN EXISTING _11-11 1-11---1 1-f-WTENSION PLANS. SHEET C4.17 I � I I � 1, . .1 .� - I I I � I . ,�l \ ?i \ PUBLIC RIGHT OF WAY. � __ . ­ _--1 ­­­ '*_�. 1-1, (D INSTALL CENTERLINE STRIPING PER CALTRANS SM. PLAN A20A DETAIL 2. 11 -- ­,_I I . I '�� ,-1- I . 0,11" 1:500 it i I _.1 �\ -- -", ­­ _ I I I I . ­ . . I � �5 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND STOP BAR PER, A24E- ' I I I I . I 1 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 I � I I I . I I ; � . I : � � ; I : I I � � I � � I I I I . I I : I I I � . . . � : � . � : I (12-) THERMOPLASTIC CROSSWALK STRIPES, 3.05M (10") O.C. � I � I � I � � � ; . I : � . � I . I I � . I­ I I I .1 � I L I � . � I I I I i . I � I I �5 I , I � I . : I � � I I � . � . I � I . I . I . j : I I I � I . � � I I I � ; � I I � I . I � . I I . I I I . I I . . � � � . � � . . � . . I I I . � � I I I I � 11 I 1, . I I I I � � . I . I I I . . I I , I I I : . I I � . : I . I � . ; I I : I � I I I I � . . I . � I I I I . I � I � I I � I . � . ­ I ''I I I I I I ' � ; - � � I . . I � I I I I I I i I I . I : : : : I . : I : : , I I INSTALL BIKE LANE MARKING PER CALTRANS SM. PLAN A20D, DETAIL 39. 1 '­., I z I . I I � � , e ,� 1. I . - . . . . 1 . . 11 '_ 1-1-1 1-111".., � ' ' . ­: . �I 1 . ­ .�­ . ­­ I. ." �.. I I—. .1.1 � ..-l. I, .. ­ 11 -11.1''. I ­� . ___:", I . ­- ­ -1-1. I—— I I .. 'I', ­ - �.- - .1 ­­­ ­ � ­ - 1 . 111. ­ ­ � � -l. 1'� .. ­ � I � .1.111, 11 ''I I ..­ _ , _ I— ­ .11 , � ­­ I -11 I., .­ �g I'', � I 1.11111"..l..�11 ­­­.",� I 1. -1 I 11-11.:, , ..-� .1 I .111 . ''I'll. ­.. ". 11 -,-.111-1.1 1. ­.,.­lll­­ ­ ­­ � 1-1.11.1111, -1. -1 _­­I - 1111 I., .1- I I 1� �.: -1­­�''.­ ­­ ­ � 1� I : � . �- . I . I I I I �' I _ ", � , : � I � I . I . I � � � I I � . 1 252 ' � . I I � � . I I I � . I I � I I � : 252 1 ­ � � I � � I . I � � I I � � I - � I . � I � I I I . . I . I I I � I . . I I I � . : I o I ! � � I I i 7 1 : I ; I I I I . I . � : � I I I � . . I 1.11 I : ; I . . I : I . I I I . . I i . . I � I I � f . . I t I � I . I i ; i I "I . f i � . I � I : I I . L . INSTALL LANE LINES PER CALTRANS SM. A20C. DETAIL 378. 1 1 1 1 11� � : . : � ; I I : I � I � I I � ; � � - I � I . ­,, I . I . I I I I I I � I I', I ; I . I I � . � ; . I , � ; I I � I �g : I . I I : I I 1 4 1 . � . i . � � . � i I I t . � I . I � � ; : . . � w I . 1 . . . I - ­ .1�, .11 �, : . � . - . � I � . I I 1, I - -1 I ,,,,,, � .1-1-1-1 I 11.1. 1.1. I I—. ­ � I ­ I . I """, , ,.� .­ __ - I .. ­ -1 .." " . j � '' . - - . 1. 1.1 .".1. 11 -.1 I ­­ � -11; 1.1- �I"" . I il '' : I I I.,­­1.11�11 , ,­­__ _- I 11, " 1-1 "I 1-1 11�- � ­, ­ I �." _� .11-1.1 ,; , ., ., ,-, ,.�". - '' :, " _ ..11l ­1. ­� , I --11 �- ­ I .. �.­­ I- " ­ I I 11 I 11 ".. 1"..., ­ . . I . ,,, . 11 ­­I I I I ,.r.'' ­­... I—­­I I'll 111 . 11 - I 11.1-1-1 -1 I-1 I � I— I I "I -, "I "I I'll.- - 1-1 .111- 1.i_' - .111, I. I �". I i". 11.1 . 1 . � . ­ � , "'�",.,,I � . . � , ' ' "' I I : . . I . I . ; : I I � , . � I � I � . . I � I I . I ; . I I � I I . I I . . � � � I I � � I � I : I � I ; I i I I � I INSTALL THERMOPLASTIC TYPE \41 ARROW PER CALTRANS SM. PLAN A24A I � � I I . � I I I � I I I I I � I . � I . . � I � � . e I I . . I I I I I ��t � . � I i I . : I . � � I I � . I I : I �I I � I I .I � � . . I I I I I I I : ; I �s I � I I I � � I � I I I t � . I . : I I I I ; I . : I I . � r I I � : . � � : I I PROPRIATE). . t . � I I I - I I . I � I . � I I I � L I . ; -� ; . I I �. I � I . I I . I L I .� � I I I N"_1 . I I 0 I � I I I � . � : . I � . I : I . ! � � I � � � : I I % � I I I . � I I I . � I I i � I I I I � I � ! I : : � � , , I I I . I . . . � � . � . I . ' I . : L , I -1:� I� � I f � � I � I . I� I I I � 11 I ,� . I � I r I � I . I . � � . i . �I . I 11 I . I . " I . I . . I I I I . I � 11 � �. 11 I , I I � 1-11 � . 11 - . ;, �.. � . I I � . 1, . �. ­ � I I I � . ' ' : � � . � . 1 . ., � � I � ­ "I I i , . . : : I . I I � INSTALL THERMOPLASTIC TYPE IV (R) OR (L) ARROW PER CALTRANS STD, PLAN A24A. . I i i 7, � I . I I . � � : i I � I I I 11 I � : I � I ; I I I I I � � ; I I ! 11 i . I . ; ; I I ; I I ; . : i I � ; I 1. I : ; 11 ��< � I . . � � : : I I . � � I 1 �5 1 1 I I . : I � � I I I I % i � � . I I � � � I . i I I I . .. � � I ; � � I w : . � I I I I . I I � �. � � I I ; .--,\,. I � I ; I I � . I I I � � I . � . I I � I � 11 I � . ! 11 . � � I . � i I . � I I � : I I . I : � . ; � I . � I . I I I � � � I I . I . I � i . � � I I I I � r � I . : , p : . I . z � I I I �\ I I � ! I . � � : I I I 11", I I . I � � I I . I ! � � : . . I I � : . .1 � I � I ! I INSTALL THERMOPLASTIC TYPE 1 (3.05) ARROW PER CALTRANS, SM. PLAN A24A. I I . I ,. � I , I �, _-, , "'\,-, : ­ I'll l- "­­,,, I ­ � I I I ! ­��I\_ .." I ­ I;-, I I I - "I,11- I'll ,, . -1111 ' 'I I I 11 ,� . � I I ­. . � :­ 11 - � ­ I ­'. .1.� -1 -.1 1. . . I . I ­ I I . . .11 11 I I�.. - . ..l . 1.1 .1-1 -­I.. � -'l -11--- "I � : I I � . I I" �� ­ I� ­ ­ ­­ -11"I�, '.'. ­.,"- . __ , 1. ­­ .I ­-I.: � ­­-11. .1.­, ­I ­ .11. 1-i--I- 11 .11 I I I I—, I_- I I '' 1 _1,111 ­ I­­ .11, 4 . I .­.",I . ..� I I "­­­, 1�11 I—.­­­�.1. . , I '. � -1111�I -1 I-—11 ­­ ,".I-11 -I 1111, I— I­ ,.. ­ I—, -I I� I 1. 11 11 I I 11.-­ . .'.11 11 .1; - ­ I � ­ . I. , _ I I . : . . � I � l . . I : . . I � I . I � - � . I I � I ; I I I � I I : � ,,-- I - : I 11 I : I � z � I I I I -1 . � . . I _ 4 "'­ , I I . � 1 4 , ''" , '" ' , --- I I ; . . : I ; 1. I � I � . j . . I : I � I � I I . I I I I I . I . . � I I I � j � � I I I I � � I .1 I � . I � I I EXISTING �SURFACE , . I I I I I I I I I � - _: _. , R SM. PLAN A24D & A24E. I I � � . I I � I . . I I � I I I � I I I � � I : . I I I ---- __', I I � --I_ I -_ : INSTALL THERMOPLASTIC � I ; I � . I I I I � I I � I I � I . � I— I � I I I � ---,-- I . _-, I � , I I . � I I I � 3: 1 -----I -1-17, --- - I I . ; � : I I I . ; ; . I I I . �5 1 1 1 : I I w I : : I I z I I I I . I I � I I � i : I . .- � � , , Q; I I ; , , t � � I � � I � I I I I t . � I // �, � � I � I I I , . I ' : I ,:.I I .. 1. -1 1. 1-1-1 11 . ­­,,, ­111I.I.-I. - .11, . I �'­ . I I . I . r, :. ; 1."'.1. :_8_'. _: .1 . �I-- 1.- �.,I I­. I I 1, - I I �l � .1 � I- . I ��_�'. _:. I _-11I.-­1.,�,l_-.­­ll­l­ i-11­­ .�1.I 11... I ,'­I� I I I­­­ .1111-1 1-11 1­1.�.­ ,­ ­ �­­ ­­.;.....- . '' ____ ,__ --1111 "I - , ­;;;!�"� ­­ ,­­ -11-1"".11 . . I I ­�I I ­­­ .1. 1. I.."I'' ..I --1."; '' I I.. . .1 -11 11 .1 I 11 11 .111 , . 1.111. "Ill., -111- . I ­ 1.111. 1. .a ,7 � 111111- ­ 1. . 1. I Al .. ­ - .1 I I -1 �. -1.111 I'll I . ­­�, 1. . . -1 . .11 I I . '.­­ I� .11 ­ -1- 11", I I I . I '" � I ! I � I I I I I I I �' , * � 1 250 1 . 1, . ; � i I m I I I I . � 2 ; I 11 : � � r � I I � 250 � � I . I I I I � -0 � . I . � I I I I � I . I I I � . I , I I I : I I I I I � � ; I INSTALL 150mm (6") CURB PER Cl , . I � I I . I I i - I I . TY OF ATASCADERO SM. 418 (TYPE C). I I I I � . � ., : I I . � I I � I I I � . � � I � I I � I I � w>> I . I I I : �a � I � : I I I � � I I I I � I I : I I I . . � I I � � . I . I � I a � I ! . I I . I I . � � I . � % I I I . I ,. . . � I I I � . . � I 8 Z9 I I 11 I z I . I , t � . I I I I I I I , I I : I � . I I I � � I . I I I x I w I I � I 1 7 ; � I I I I I � I ' � I �l .11 .1. ­­ I— - -11 I . I'll, 1. � 1. I . � I . , I ; 2- � I . INSTALL 150mm (6") CURB AND 450mm (18") GUTTER PER CITY OF ATASCADERO, SM. 418 (TYPE A). ' . , , . , 11 � . -,� .1 I . -�.­ ­ � , .., __ ____ _.._ _ '. -, - I I .. I �, I ­ -1 12, -, 1-111. -1. ­­­ lll�. .- 1-1 I ­ .­. ­ ­ -1 ., .I� I 1. � �11-111.I I I ­ ­ � 11. ­ I i ­_' I.., -11--_-.- , , I .1 - ­ ­ , -- ­ -11 -1 _1 ­­ 0 , -.11-1-11' ... ..­ ­� I., __i__'_ll­i'.- �, � - , " , , , "" ,� ' ' ,"' , % , - , , '' , ' ' ,, "' "" , , " , , - -, ,"' - , '' ­_ � I I � I e i . . I . I � - I � "�' - ­ , � � � : , , ''"' , - '" � . I � W'Ul � . . I I I I I . � I I I I � I I i � I q� . I� � � I I I ; I � . � 11 I � � I I I I 0 1 . � . I I I I . I � I . I : � . . � � : � I I I . I . I . � I I I . o I ; j � � I . I . ; . . I ; . I I . I I . . I : . I � � I . I I I I 9 -04 T , , ,**; I I I � . � : I I I : I ; I .: I I I I � . ; I . � I I i � � I I � I I I I , �� - � , . I I I . I .� . I : 1 C.4 i. � . I ; I I I I � I . I . � ? I i � . � I i I . . r . I . I I I . I � : + I � I . I � INSTALL TYPE G3 DRAINAGE INLET PER CALTRANS STD. PLAN D73. . . I I I . ' I ; . I . : . I � I � - v : I I ,. I . I I 11 I 'll � . ... . I I � " .I � -1 �_ I 1. I I I I I I ­ 11.1 - �1-- I 11 11- I I 11 I I � 11 .1 . � I I 1. I� I I� I , � I I � � 1.11, .. . . . . � 1 . �, I —— 11 I I . 11 . .1 ' ' I I - 1. - I .1 - I . 11 ; . . � :, . I � , 10 I 4T ' . I I � I � I - .i I �§ I I ��I . �; . I , : : . I . I ! : 1 C.44� , - �1, _ I I I I 11 � ; I I I z . , � I I . I � ; 10-1% . I � I I I . z � . � . . : I � � � � ; I o I I I I I � I � I I � I . I i . I . N PROPOSER FINI !�GRADE AT L ' � . � I � � "I ! 11 I I I I I � . � I I . I 1 N , I I � . � . I I I . I I I I I � � I � I . I I I . I I I . � ; ; I � . . I I ; I I � � I � � I .....1,1����ll��ll������l���l����,�,��,� � ; � I . . . I I . � . I . x , ,, I ! � I . -, I � I I � I I I I � 11 � , I I I INSTALL SIDEWALKS PER CITY OF ATASCADERO SM. 419. 1 � I . � I T � I � . 7 . I I I I I I 0 . I . 1 1 : ll� - : I 1 R- : . I : I . � i 7 . � . � � I � - I : . I . � I � - . � , : 1_____� � I . I I . � I I I I . I 1 . I'll �:­­ .1 . 1. � � 11 ­ I I .1 � . � . � I I .1. I � ;l " I " . I I '. I -11 I -1 1. ­­ � � . 1.11 I., .I I- .. ., . 1. . -1 . ­ - 1. :_ I., - I � 111 .1 �� - 1. �_- 11 __1 .11 I I . ;�.,__" ..�-'._I i : .1. . 11 ,� I 1-11 I�. .I I I I �� � ': ,� \111.1 - . z � I ­ � - 11 .. : . .- A, 111.1 I . �_l 1�1111.I 1z,I— I I "I�­­­ � to- -, ­ , %, ,­ ", _ _ , . '."I ­­ .1 __ �1. I 11,"., - -.117 ....., ..- -1.1 I 11 - ­ 11 . I . � � I I - - � 1. .1 I I '' , * �11 I 11 I . I I .1-,I �1. -11 11 I ,,,,,,, , -I I ­ 11 I . .. 1, - I ­ I I I I . � I I I z , . , I I I : � : a � : . , � I I. I I . j I I I � I I I I � I I I � I I I . I . : : I : I I . I - I �_ (0 i. � �_ I : I . : I I I . ___�_ 11 I I : . I I I � . I I I � I � I ".� I I I I I . � . � I INSTALL SIDEWALK RAMPS PER CITY OF ATASCADERO SM. 420. 1 1 � I I I I � � I I . . � � � I � i I I k � . . I � � . I I � ; . : � . � I I I I . %-;, , ; � p-D � I ..", I ; � � . . I I � I . . � 1, � � . I � I ; � I � �g I 11 I � I I I I . I , � : � V_ . I I . . I � � I � I i � 8 ; 0 � . I � w � ; I I I " ; I I I . 11 , I I I � . � , I . I . I ! ; I I . � I I ; 0- I . : I -1� � . � I : I I I -­ I � I I I i I . I I I . . I . I I I I . - % I � I ) �.... I I I � i7t__ '� --Vf -'� I ''- z , I . � - -, " I . I �__ I ' 1� I I I � I I - I -..-,..-1 � . I i -1 ­ -.11 -1. 11 .111�:� ­ ­­­1.-1111 .1 ­11�I", - 1, '. - �­ . " I - 11-11.1- .11, . " ­ _­ 111 ­11 . :. ____ _ '' , __ � .­.�_. . 4 I 1111 . ­­­ 1 -1 ­ I I 1-1 , 11 11 ­11 I.., I ,�' ­ I I I. 7 I I I ­ !� , .. I 1, . .-,''., ;, I 1- 11 ­I- ­ I __11 .I I � + � 4 1 � I I I I I , ­ , -,�- __ k� ,,, " I I i ,- � - 11 I I� 1".., . , -1 I * x w . . . "`,� 248 � .111-1 I ---1 .1.100 I ­, , .� I I.-I I . -- ll�l I ­ I.,�, I 11 a>­ ------- , -. - --­ � -1, ,,, . I � � . : 1 1248 1 1 �-­ ­ > ­<­ �`�­ I � N, . I I . I , CONTRACTOR TO COORDINATE GAS INSTALLATION NTH SO. CAL. GAS PRIOR TO CONSTRUCTION. I I � 0 \ I � I . � I I I � � � I I I . I I I I L I I � . I I I I I . I I : I � . 0) X: 1, � __l' I I I . 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INSTALL PE CALTRANS STANDARD PLANS I I.1 ­­--ll I , , I . ; . I . . I � �' I I : I � ' I I I I I �. . � � 4 . . I . : ; . I . � I I I t � . I I I "." �� I � ; I It .� . � U) I : I I � : . � ! I � I I I � � I : ! " n .4 � � � > � 1_�'. I � I I � I I I I . 1. I . . I I TIO I I ., I I � � ; ;�1*�! : 0 P� . I I : � I � . I : AND SPECIFICATIONS. (FOR FUTURE SIGNALIZED INTERSEC N) I� ; ; . I . � . I � I . . I I I � I I I I I � : . : � . I I . - L I I I I � i I � � ­ I : I I I � I I I I . I I I I . V_ I I I . I 0 4 1 . � I � � I I � � : I . 1 4 � N � I V)IN C4 1 � Q.L � I �l � � . . I I I I x I I ! : . I I ; I I . . I � I I I I I . I � . � : : I I ! I I I I I I I � I . I . . � I :. + : . . I � I I . I I I I I I : I I I I - I I � � . . � . I I � I ! . I . i � I * � � I �. 11 . .., �I . I � .I � I I I . I . . � I- 11 � .1� ; 11 I � 1 . < � .1. 1. -.1 I I i I ­ I., .. I � I ,� 1-1 .1 I -.1 . ��� ;._ � 0 0,,r�_. : , , � I 1 . I I- <I 1 -11 i 11 -l . I ­+ I lo 11 � I . I . I I � I I I I � ! � I � ­ � �_ I 11 p INSTALL FIRE HYDRANT (6-) PER ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARD&I I I I I . � I I � i I � . I " I I � I I I I � I � � . . � . I : � I � : 11 N 1* , � I zw� � . ; , I I I � '46MM(180) $.D. " ' ' '� 11 .1 . I I I A I �g I I I I � t � z I � . � I � ��4 1 � I 0 1 : 7 1 � : I . I � I I . I . I 1 :2 ; I . I I � I I . � � I I I I t � � . I I . � I i I I I . I I I I . I � I . I I I Ill : I I � I . � . � I � I . . I r I � � I I . � . I I . I � I I I I I I I � I I I � I I � . 1# 1, I=a., . I � I 30.5mm (14")'WATER MAIN I . I I LI BE DESIGNED BY P.G&E-SEE P.G.&E PLANS) I I � . . . I � . I I I I I ; I � ll��� I I : C4 C,4 � � I I � I � . � I I I � . I I . � I � I � I ; I I i 0 w .1 � I I I . I I I I I : � I . I I � I I le, �9 I I � I :2 � , ,. I ­I I..�­ I 111. 11 .1 I "I.1, - I . I � I I I '.�1.I 1.11 111.11., I I, . I ­ I 11 . 11 I ­. � ; I ,, I 1-I——­. -,, ,.. . 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I - 1. � . . . . "'. -4. 11 0 " \' I t 4 Y ` 11 i I I . 1 P, I ;I . . _ _. NOTES I . I I e� r , ..� ", 1 i I ", " I � Ii .1 1 , \, I , I" 1. ',1 I f�4 1 . . . . I . 1 I I _ � L' . ; ," ) ,i, * 0, ) 1, ; � ; -." 1 INSTALL C900 P.V.C. WATER MAIN PER MANUFACTURER°S SPECS. & ATAS. MWC SPECS. I I I . ,,,, ./_1-11 ." I � i I �_I I .���,=k.� f'11 �,• - ;"11 (� ' ; 11 __\10 -,� ' (D , INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. dt CITY OF ATAS: STD. 702 do 703. , Lf `� �• , a -i:" - .' ; r \; 1; X1.1,; INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 6( & B08. 11 I ~; (D , , i . . 1- p f I . �,,:- r �h , / 1 _ ,� 4 INSTALL DRAINAGE INLET PER CALTRANS D73 (TYPE G3). , / ;,. fI, .. _.,.j, (�DINSTALL JOINT UTILITY TRENCH PER CITY OF ATASCADERO STD. 703. ?w - . _ , . x~ �'' r -11 6 REMOVE & REPLACE POWER POLES PER P.G.&E. PLANS. r -"' .11 11 / c ; I / I 0 " r rµ«( ✓.�'� � ",_ 1111. ;,, :, ,; � , p f,� f ] �f f C A .�. 1111.." i • ..� , r I _ 1111 � � r 1 1, Jy ,o ? ,.._'�, ''`'��� - .•--�.,_� - 1111:` ! ' j ,•r` .•, ,,t , E'r..` , f,:..,. mmfi" 7 INSTALL FIBER OPTIC CABLE PER PACIFIC BELL DESIGN. tf I ;3, 'N. J 't ne r F,„ � - z ,, /r ,� $ INSTALL APPROX. 100mm 4 ) A.C. OVER 255mm 117 ) CLASS I! AGG. BASE. ACTUAL STRUCTURAL SECTION TO BE ' "`� �� :;f DETERMINED BASED ON R-VALUE TAKEN AT SUBGRADE AND A T.I. 7.0 `. , I r /, ;r VED, WHICH EVER IS GREATER. . ,: _ --, _ y // ,r` , 9 INSTALL CENTERLINE STRIPING PER CALTRANS STD• PIAN A2C1A DETAIL 2• ✓` 4 r ; y„w,,..M '. ,` e„.. ' { \)'___" ` f," _-�' „� `��.� ; 1 Q INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D AND STC BAR PER A24E• ! 6 "" / /f \ / l r f.f �'y r d''` f_ _, I;. w� 1 1 INSTALL 305mm (12") THERMOPLASTIC CROSSWALK STRIPES, 3.05m (10') O.C. I . r'` _ fx'.".� . ,- , �.�. _ f,r L INSTAL BIKE LANE MARKING R CALTRANS STD. PLAN A2OD, DETAIL 39. 12 L PER .. 11 t _ �..•�.�.... I. %' ., � f• f ; �, �° _ _ �-�"' ,_. '" - / ,; , rF INSTALL LANE LINES PER CALTRANS STD. A20C, DETAIL 378. �� , . I f r f, r s ..", i 14 ARROW CALTRANS STD. PLAN A24A 1111.,__- , I (LEFT OR RIGHT AS APPROPRIATE). ..__. � ��•� , ,, �, r , INSTALL TYPE � A L THERMOPLASTIC W PER AL I / f' '� 15 INSTALL THERMOPLASTIC TYPE IV (R) OR (L) ARROW PER CALTRANS S'I'D. PLAN A24A. w,_�_•...__. - ,, r _ -.-.__.,,.. `..1,y �. . 1111 •-- , _1111..._.__.._w-1_111 1111, "'`:,�.,, r '`�"..... ,. 1 r ' ,,.- ;`� ar,' p w_.__..�.__.n. �w- u_ °/ INSTALL THERMOPLASTIC TYPE I .0 ARROW P CALTRANS TD. PLAN A2 A. __.� ,' _ . ___111.1,. - �� - ( ) -11 .,,._r_,_.._._ _, . _1___ r _ C 11 k __._ y �� S �i� 1111 ����' _w-_...�____.._ INSTALL THERMOPLASTIC RIGHT TURN ONLY" PER STD P 2 , _1111.-.._ .-w - a '` . " . 6 , l LL' 1.111.,--,1.._,........, ,..„„ ' 5 11_11.. `,. r`r ` " 1- w...--, 1 y T�,0 t �. " -� _ INSTALL 150mm CURB PE CITY OF ATASCAD Q 418 E __,_ { ) ) e / _.___w 1111.-_. _.-_" , , . R .. ti b Y Z �..� 1111 1111-vr+.......r..-._$--� .._.• -1•_1_11.. ''........-. '_. '+. \ 1� ...�....,. I ....._w..- w 1111.._ .,......_... 1111. '. .%\. i •��,.,� `'�� V •` t \ + �v ha j,� +�,�� .. •✓1111' -.. 'o'-w.. ..1111- .. i : ........,+-,.ra.,.....w-:^-^ ,._..1111... 0. �" ~ J✓ w 8 ADER TD. 418 E w__a_.:. \ INSTALL 150rnm URB A 450rnm GU P CI A -_1111 y 1111.. .» 1111«.^^' .. rP ___..�� __,..� . _.__._.,. .._ 1111. GUTTER T G S _... .,,.�,� ._.. _ 1111- 'f, _�.....�.� _1111_.. � , ^ _. .. ,. 1111 �. � :.� .. .r'. a 1 6 C 1 TY A -- 11.11 _._ _ t E S 0 (TYPE A . .....�.,�.,. _._1111. 1111 ,.. , _. _., _ 1111.._. 1111 _ • .., 1111... _ __1111_ 11.11. ., 1111. w� _.,• .. _., � INLET PER CALTRANS PAN 7 1. -~--�- INSTALL E G3 DRAINAGE L STD D 3 ,�.. ^'www,...,. . M1r� •IMY. _ ,-_.. 1Y 1111 rl� •/�M! 1111. {{ ,. � S -1111.. 111_1 '�.. ... -.• .. 1111 wu....aww,,, 1-11- 1111 ...,,. ....� .. ,w � .: +f�• f yy . '• ... :, � :' i rv. , ..",.11 -'"...^.«...^. .....,......"1111. 1 , 1111 ^+ew......:.. .��...-, .. , q� I I _._,._.M-... .. _. 1111.:..-^ �'.. ++�,. F , _..'`^° ., f 4 `w� + _1111,. '� r= -1111111-, .__.. '-.-..,.,,,,.,. .. � •1111 , , „r."ab.,� ,,� `, ,._1111_,. ., l - ..r.._.., _.,1111,. ..._1111... ..._1111 ""'^^"•-'.. .-�';._ ", l f't IN TA ID W KS P R Ct OF ATASC RO . 4 • ..__1111. .�__,.�.�.�.�M_.r~..__ .. _. a S LLS E AL E DE S 19 11_:1.1 -". _. � ...A...w�.,..W.._.�.___-�.�w� -,_.__._ - �' �,� 1.111 ..,.�.�._• ""�„�-+� _1.1.11_.. ... a.,_.._ 1111 • _...v_1.111 _,._....._�..�.�..~..-.. """1111,,. � w � �' •.. • TY A TD wrr+.wrr .g 111_1.1_1111. _. t ` 1111. ._ _-._ ,�, -1111.,-w � �-..,..,...•..._-:,_«,..,,,,,,, - ,. - _..,_'_r. 1, J ', 1111 �'i00�°nmLL 111:_1 r-'"`� ,; . . _.,_ 0+x/60 ..__._ "� '`► ; ', 5." -11 .R18 ,,, .S ._ _ INSTALL SIDEWALK RAMPS PER CITY QF ATASCADERO STD9 ♦ 420♦ .� _1.11__1 �� 3 mLL _ ��.... w TYP 1:111« , I = ""'"` "F. "�-..^'_� �' �--•- ___, _ ." ..,.:.ewe.. �..a. ...r .....�.•. " ..w.. ne:r, �.r. �..r 20 I -�+,.. C's 1111 ✓ I -- }" 0+711 1111,,Ill 11 I .., _'_ �. ,- CONTRAC OR TO CO DINATE GAS INSTALLATION WITH 0. GAL. GAS PRI Q CONSTRUCTION. . . q� QQ " 1111 l 1 .,. q ,�° r t l.. N r e r �. ,� T OR - S ORT .. '�ti..FF �� 1111 _.._ ..«1111 1111. �.»°� ' 1111-«-^1111_-1111>...,-._, ♦ 1«_111.._».-.-..«,-_._l:.,_ _1111 1111' ,. " r �_ __3 ._.. .w... LL 3" CCPV T LL PER CALTR S r • Y g ,. .': � � � 4 tNSTA DUiT W/ PULL ROPE AND No 3 'PULL BDX INS A AN STANDARD. PLANS 1111111111 ., .1t. 40 VllAND SPECIFICATIONS.ONS. (FOR FUTURE SIGNALIZED INTERSECTION) a 11 ^.. Fill, +8 15 � 1 CIFI " , r . 1"', i I _,"J, ., ,,,_.� I / 1111._1111 _..__ 80 "' -- � � � INSTALL FIRE HYDRANT (6 ) PER ATASCADERO MUTUAL WATER COMPANY AMWC) STANDARDS. p. � � o+ . -- 43A _C ,,� TYP _ 1 fl M: c,r� __ 11 �. e ,;, '; . - -- -',- - __ - .� -_ A � �-1 + INT STREET HT N Y - . w ^,_,, . T 0 P P r � .. .�. _. _ _.W INSTALL S EE LIG 0 BE DESIGNED 8 .G SEE dcEPLANS) . m _. �""'"""�.�,�, ... '....,.�.�, 11.11_. � t'�nmL�L- --�---I- EO dam- G ._ ., .. �� ., ,11.11 r .. 11.11 ,. I, .d� _.. 111.1:. -.,•.--1111_. �� ...�... -,..��.."" , 1111 ^���� .,...�., .. _.� r 1111 � 111.1,. _......,.�� 1111 1111.__.. ..__ :1111-: ., _1111..._ _. / .. __.._.., '-� `��: w...._..�' 1111 o 1111 _ .1111 _. .." .1111.,_.. - INSTALL DRAINAGE INLET PER CALTRANS D74A TYPE GT4 OR 0748 TYPE GDO . _y_ ' : . 11 :t L CAwt[NO' REAL \ a� 4� -- 1111. _,__. 1 t .v _. ., •- w-1111.__., .._.�" _,.-.. _.. _ 1 f -, - * ! 'rrw .,4- _.�_- .1111. _ _ .._,....,+dAw - ` _ l __.._ . INSTALL DOWN DRAIN I PER CALTRANS D87A 300mmDIA♦ E �.._ 1­1ONE 1:11 _ ® { �, , �, µw ._ 1111 .�.. .. �. �+ . _ M 1.1.11 14 '!2 TYPE , PPE 1'YP 1 I '�A.__e ,.w.�., " °'` I-_. � -w ��- I. 9 INSTALL 150mm 6"} CURB AND 450rnm (1$") GUTTER PER CALTRANS STD. PLAN A$7, DETAIL A2.150. t11 �r._., r _. -/ 11 +. � � . >4 7T , - � R1 �� . T t �, `' 1111- -- INSTALL CHANNEUZiNG LINE PER CALTRANS STD. A200, DETAIL 38. t t +� o - A'_j � tx;+ �; r:, 1111 _.......,_. 1111 1111. �. �... 1111 .•._. 1111 1111. _ _. 11 I 4� k .h q 7 --- 11_ , INSTALL NO PASSING ZONES PER CALTRANS STD. A20 DETAIL n ,�� 31 NS A D 22. ..,, _ N _ . �9INSTALL LEFT EDGELINES PER CALTRANS STD. A208, DETAIL 25, _ _ I `. INSTALL STANDARD 2,0: _.. . \ � , �, ,� I 752mm (30") R1 �'STt3P� INSTALL MEDIAN ISLANDS PER CALTRANS STD. A208, DETAIL~. 2S. _a,. 1. \ . I \ I . I0 SIGN. (TYP♦ 4 PLACES) '1 mow. ." ,, I I / 4 EXISTING STRUCTURAL SECTION TO BE REMOVED AND DISPOSED OF PROPERLY. REGRADE TO SMOOTH CONTOURS AND HYDROSEED. SEE MIX DESIGN SHEET C3.01. I \ - - 0 12.5m 2Sm i -' I J 11 1:500 1. 0+804 0+840 0+880 0+730 0+760 0+790 .11 _. ..:._ ,. _., _ .. . , . I M _.,_ ,_ .. ._ . .. _ __ 1.1_.1..1_,.._ . . . . o _ ,♦- �r n XI TIN RO`N A N WA . 1-1 ; a� N E S G G U D LQ G LL _.__. _ 1 11,1. + ` cu d N b �. ;, 1111 to M Q3 N T- . Q , M M Ori c� t L ti N o 251 _ 11 251 251 ► ,� 251 1 Ili 11 I M o �„ cv o , o©�• + ,1 N EXISTING GF2C JND'ALC IG WALL M II o 0 ... ._. ._* . ? _1111 ._ _ _ e•1 _ !'�` 0-1 iii TQP CIF ALL 'TYP o �� N 2 I . __ _. . I N, www w ;, . % _......... .... _..i _, SOP OF FOOTING TYP > ; CAMIN RAL ns _ 1. . 11 w 1 _ L E `��. �, FINISHED " ND. d CENTERU E 249 _ _ . 249 249 _. _ 249 z o : I . . \ : 1. -11 % „ __ .., o 1. _ . . ... _- .q , -.. :, v... ,i,. ,. .I�. -. 1 111 ,, :1111 1111. �. :.. 0 , W I , .,. _. , .. -.11.1.1. . 11.11 ..- -, .. �......,. .. .. ,. .•. _. -.�,.. iR Ix ,., 1111 1111 1 11111 .. .. ..,., I ��//�� 1111. .1111 :1111 ��. .. ,. 111'1. I R I I >< ` GENERAL CONTRACTOR TO COORDINATE FOOTING STEP _ . _ . LOCATIONS TO, CONFORM TO SMALL DETAIL, SHEET:C3 07 EL CAMINO REAL FINISMED GRAD I CENTERLINE {ALBA SEE ;FOOTING STEL` DETAIL) pQRO S�Q�G,� v ��- f AL 247 247 247 247 `� . �� ♦•.. �s� 11 t o . . , ,, . ._.. C) T• _OF FOOTO TYP _, Nt�, C337�i ` ,.. .- :. . 0 11 I . I Q I . I I ; Ex . .11 . I I I ; . i I . I. . i I I I 7 1; I . I FRETAINING' WA L. PROFILE s��o�oz w. _,a�, 1111. 111_1. ...R.1111.... 1111 :,s 1111. .......,.... ..-1_111.,1111. ,.....-..,j,.1111. ..1111..... .............: ...,..._... 11:11.,,,.,.. 1111 111.1.,1111 1111.,-1111,. 1111.1111 1111..�1111 _ _ _ .. 1111. .. .Y�•�r^ .r. - ..:'� „44'1 RETAINING WALL p­ 11.1-. %I I I ; ' I , _.. RA NTi�ACTt: t {� CC}f?1DINATE I"OOTING SCEP _GEE L CO" , L SI I LOCATIONS TO CONIw'ORM �© WAIL DETAIL, SHEET 03.07. SCALE• I'll . c� ALSO SEE Ff}OTING STEP DETAIL fe __.. _1111. , SCA ._.. _11.11 . , 1111 , ._,. � �. .._ ..:, 11.11 .�. __ . , _.. , ._, __ _. QRIZ. '1.500 CAL R E VISI O N S I RIZ.:1:500 O Q ASID STRIPPING PLAN v _ _ NO. BY DATE DESCRIPTION11 II I " I VERT. : 1.50 [� ""�`` f� }�� {�� (� ��/ (� VERS' X1.50 ,.- It 1 J"1iVlVl YYA � I � � �EI I ' ll ,1 . I I ... I 245 . 245 ' I I Iarmon I I - . _ i ; I : I : . 1 I . I 11 11 0 . 245 ' 245 . I I . ", I I I 1. . "I I I:,- I II I - I I � SAN RAMON AND EL CAMINO 1, ' ­ , ; i : ; � A � ® o � � � M Cy" q0, o' c�ov uoi' ENGINEERS q� �p , !k' .,h� !d. d. N N tV N+ Ni N` N. �"'�; / ) PtY SAS ERS CA rn PLANNER S I, ' I 0 I . , } ,1 f J C , rn _ _. _. __ 111.1 . __... _ .. _..._ .. .. _ _ Y U R V E Y O R S 0 ACC_ Y: Y . o+so o+840 0+8 � 0+730 0+7'60 0+790 �/too �r s t-- 364 Pacific Street ``'" . I I 11 ,� 01 , Son Luis Obispo, CA 93401 JOHN R. 4 ENSTIEN R.C. 3376.0 EXP. 6-w 30-02 DATE 0 I (805) 544-7407 4 DESIGNED DRAWN BY CHECKED BY: JQB NUMBER SCALE: SHEET: r' , STE VESTER, RCE 29743, CITY ENGINES LRB LAR JRf 990533 1:5C1f� Ca�S GFA No. 990341 CA/FILENAME ND_-C3.05.DWG� <, ._ . . _u---__ _,_..___.___•._--, ,______a_____ ___-._._w ..r._ 1111_..._.__._ „_____ ___ µ., . 1 111_..._ ______._.__.. _. __._____ __ ___._._ _ . _ �______- -_ __._.___ ..__._____.. ______ __ . I �,�. _ . __ _. ___-.w__----__ __--__._,-,__-__._.__ ,__ .-_ _._.�___ -__----_ _1111.. m_�- -. __.___.,.0,,,.n_._ _. �. _ �_�^ �.,r_T_, --- .,. . _...___ �� ^ ,., ��,_.�- �eaNuw - -- ., m.�� �. ��..��' ,r ; .,d� �,.�w �, ��, 1111 �,- .ae ,,. __,,.,.,a,,^,...„, �- ,r i ' Jf'r '► .„+..."'."'s ,., . '.,,:,, y '�ti,t;4 �, - `err• SEE DETAIL ABOVE RIGHT WON" RT , SANTA Rw 4 ROAD CLOSED , a' a, r ..--- ' ` DEL RRl ROAD , f""'""" a•" r ' S, � °" .. i any r 1 r r • t • f � SAN RAMON ROAD 00CROSSMIG AT ��•1��.�.1rrrlf 101 USEDEL ./'" V I ., .,.�• } ,,, 5 ,; . FJO ROAD ' \ � � /' ! \ t '. � "•I 'r fid. „% SAN RAM!ON C5 - AT \ y 11w1f 101 .. ."'..�'' P'► ! AM.k DEL LT y ,,,,.►^ ,,1 RK) .'""• p�� r ROAD \ I �.•^"•� ! � t'.y�4�, ' � f f= i SAN RAMON I r '' 1 k R'T I ; A e5 r � ► ,� f � � tio ' 1MAT I f } AWA.USE DEI. 1.T LOCAL.TRAFRC ONLY] TRAFFIC CONTROL NOTES C5 LT INSTALL TYPE II! BARRICADE PER CALTRANS MANUAL OF TRAFFIC CONTROL \ RIIAD 1996 (REMSION1), SEC. 5-05.6F REMOVE DURING NON CONSTRUCTION HOURS r F i TRAFFIC CONTROL LEGEND r "x48" . y r � " L ' � ° ' .-rY a^' pro'• 4 - \ INSTALL SIGN ON MINI—STAND SERIES MS-200OX PORTABLE .- r � � 1 SIGN POST PER SIGN UP CORP.. OR EQUAL. ALL CONSTRUCTION RELATED SIGNS TO BE REMOVED DURING NON CONSTRUCTION HOURS EXCEPT FOR C18R, C13 & R168 SIGNS, WHICH SHALL r REMAIN IN PLACE FOR THE DURATIONOF PROJECT. O lx ♦ y� wagDIRECTION OF TRAFFIC FLOW, I r ` ! RXXX REGULATORY SIGN DESIGNATION PER CALTRANS TRAFFIC MANUAL. IGI �. NOTES t a 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF TEMPORARY OR PERMANENT 3 ` t ♦ �, �, ! DELINEATION PRIOR TO OPENING THE TRAVELED WAY TO PUBLIC TRAFFIC. FLAGGING 'l ♦ 008" ! ! PERSONAL MAY BE REQUIRED TO ACCOMPLISH THIS. .� r ♦ C18 a , o♦ / 2. THE CONTRACTOR WILL NOTIFY CITY OF ATASCADERO POLICE DISPATCH A MINIMUM OF It •. y � � FIVE WORKING DAYS PRIOR TO ANY ROAD CLOSURE. SANTA ROAD ! ! 3. THE CONTRACTOR WILL INSTALL ANY ADDITIONAL SIGNAGE THAT MAY BE REQUIRED BY � r ,� ` ` DEL RIO RM ! THE CITY ENGINEER. C3 r,, � C3A ROAD Mw TO TI>ti-IRA1C 450 FT AIM y �, ♦ ` \ SAN RAMQN RNLOCAL TRAFFIC ONLY tV i AT i o HWY 101 am A#IEAD. USE DEI. � RIO ROAD 0 ROAD r ♦ ♦ �,� ,1 r • " = ` t r c� 1 k 8 r 1 r r ♦ Cl05fD INEN C3 l i 48'x48" Vz r LOCAL TRAFFIC ONLY Owl LT ..---' SN f ,.r ht \ o ,o zo so 40 50 1 1000 f \ 01 SAN RAMON IWAD OVERCROSSING AT . e HWY 101 Cm AWA. USE DEI. ROAD mm AM RIO ROAD r C3 755 FT AKIN , r LOCAL TRAFFIC ONLY `., ` le / r e o 00 a r r RT e , \ "/ SAN RAMON ROAD 0 � , ` �"`a 1 N. '�' r C5 OVERCROSNG AT !oY 101 pa06ED LT o 2a 4o sq so 100 ! �,,� AREAD:USE DEL \ r r e� �� , ROADOBOE SES 1 2000 FAL ip SAN RAMON ROAD DVERCROSSNG AT No. C33760 rn cc i HWY 101 _ C7 \ ` �,�G . ` • EXP, 6/30/0 ca \ �r J' C ` SAN PAW RM �q 1V11. n \ $ C5 fiCAl.1F ROAD / . 4 . I o` C � . .` o DEL R4 TO LT o ` EL CAMINO REAL / e ` R E V I S 1 0 N � TRAFFIC CONTROL FLAN ♦ \ / ® ` NO. BY DATE DESCRIPTION armon S 5 0 C A T E S IMPROVEMENT PLANS SAN RAMON ROAD,' . SAN RAMON Rw VXM USE � � ` � EXT CLOSED AWA. `�, Da TD LT ,� .-�` E» £ N G , N R l T gy ATA A , c EL REAL r i ♦ P L A N NE RS Cy) ` SUR VEYt> RS x `� 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. "LAKE TIE R.C.E. 3376 EXP. 6-30-02 HATE �� `' ♦ ` ® (805) 544-7407 DESIGNED DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SKEET: CITY ENGINE TE AR RF 05 1:2000 C3.�' S1"EV NESTER, RCF 29743, LRB L J g9 33 �i GFA No. 990341 CA/FILENAME HD_'C3.06.DWG ' rK _ ---- __-___�_ ---_____-___ -___... ____.. .m _ n _ ,_. r - I I � � 11" �$ �I � I . ­ .. I I I I � I I I 11 I - . I -- . . . . . ��,� � .1, I I � -- --I . �I, I.,,�I . I.... . �� I I . . ­:­­ ­ - 11 I I I 11 I - . . I I , I . I . . I . I . . . I . '_ 11,- I I . I .. ",� I.,�, 11 � � 11-11 I ,� . I I I � � "-: " I . I- I. I I I . I I . , I � . I . 11 I ,...­� I I , I . I I . . I . . I I � .I . . . . . " ."I I I �, I . . I � . I � I "," . . I I . . - . I � I I . I I I I , I � . . I I I . I - I � . I I " �I . . . I I . I I . I I I I I I . I I . I � I � . . . � . I I I I . . . � I .. I I . . I � I I I . I 11 I I � I I I I I . I I I � I . I I I . I I I � I . . � I ­ I . I I � . - - . I I . . I I I I I I . I . I 11 I I I I I . I . . I I . . I I . I I I . . � I I I � I. I I I . I I I ---I - - ----.---- . I . --1 I - I I� I � I I . . I . I I I I I I . . � I . I I . I I I . I I � . I I I i I I I 0 1 1�I I ,� I I �"I I I . � I . � I � I . I I I . I 11 11 I I I I I I I I'll I � I I , ' � . I I I I . I . I I I � . I ., 40d , ,F.� 11 1, I . ., � 10 .1.1 I � . I 'CON,CR ..� I I I OF . I m 4 I (WHERE OCCURS)�'­ ' I I I I � . I I . I I"-C% I I REINFORCING STEEL � � ALT.-CONTINUE TOP . I TYP. FTG. REIN : . QENE.RAL NQTtz) �N-OWI I I . � I I . . I � I 11 I I I I I I I . I � . � . I � I . I I . I I , I . I I I . 1, . FTG. & TOP REINF. LEVEL . . I .1 - I . I I � I � . . I I I . I I 11 I � I I I . I � . I I I � 1. ALL CONSTRUCTION SHALL COMPLY NTH THE 1'997 EDITION OF THE 1. CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH PER NOTE 1. ALL REINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE BARS CONFORMING THE . I I I I I I I 'L I I � I . I ' I I 1. HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (105 TO 125 PCF) I I . I I .1 11 I I . I . UNIFORM BUILDING CODE (USC), UBC STANDARDS, UBC ADOPTED 12 AT 28 DAYS IN ACCORDANCE NTH ASTM C31 AND C39. TESTING SHALL BE IN LOAD BEARING x8xl6 NOMINAL SIZE GRADE N TYPE 1 IN ACCORDANCE WITH THE FOLLOWNG: I . I 1, 0 . . Ir , . - � I I I � I 11 I � I . I I I . I STANDARDS, AND UBC RECOGNIZED STANDARDS. (NOTE: ALL UBC ,ACCORDANCE NTH UBC SECTION 1905.6. SAMPLES FOR STRENGTH TESTS OF EACH I ,�� I I I I . I . � . . . ' � REQUIREMENTS OF THE 1997 UBC AND ASTM STANDARD C90. SEE ALSO UBC 4 11 I . I I I " I . I . � I . RECOGNIZED STANDARDS AS APPLICABLE ARE REQUIRED FOR THIS I MALLER.......�............ASTM A615, GRADE 40 SAME AS TYP. TOP 1* �� 1 . . . �� I I I � I I � � 11 . � . CLASS OF CONCRETE PL E TAKEN BY THE OWNER'S TESTING STANDARD 21-4. 1 < . A. � I I��,I,/:el . �. 1.1. I� . 1p I z I 0 . I � � 1, I I . . . , IT 4,� I I i - � I . PROJECT.) . LABORATORY NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 ER.....................ASTM A81 5, GRADE 60 REINF. OF FTG. , 2 11 4 I � I 1, I I 1 1� I I 14 " I I I . � CUBIC YARDS OF CONCRETE. NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET REINFORCING STEEL TO BE WELDED......ASTM A760, GRADE 40 I. , I � � _ � I . � 2. MASONRY COMPRESSIVE STRENGTH SH ALL BE fm = 1500 PSI, MINIMUM. A . � I I I . 1 I I 1 . 1 2. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONSTRUCTION � , I � 4 1 . � , I . . OF SURFACE AREA FOR SLABS AND WALLS. PROVIDE A MINIMUM OF 5 STRENGTH � I WELDED WIRE FABRIC.............................ASTM A185 SAME AS TYP. BOTTOM I I . - , I "I 11 I � /1�11.4 I 11 I . I � I . DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT I .,� � I 1. I� - -,_- � . . I I I TESTS FOR EACH CLASS OF CONCRETE. . OF FOOTING REINF. . I I w I . I INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. 1 & MORTAR SHALL BE TYPE M OR TYPE S PER UBC SECTION 2103 AND UBC . . r�4. 4 PE WHERE REQUIRE - - 1 2. REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED OTHERWISE. Sol "I v . 1� I . I I I STANDARD 21 -15. AGGREGATE SHALL BE PER ASTM C144. 'PROVIDE TESTS PER I I -­,,� , - 4 11 I CONTRACTOR SHALL TAKE,ALL NECESSARY PRECAUTIONS TO MAINTAIN . fe 2 CLR. /,/- BY SOIL CONDITION ' I I . ANDINSURE THE INTEGRITY OF THE STRUCTURE DURING 1 2. CONCRETE SHALL CONFORM' TO THE FOLLOWING: UBC STANDARD 21-16. UTILIZE PORTLAND CEMENT PER ASTM C150 AND LIME PER I -I "' 1 � , . I I I I I I � I . I .11 CONSTRUCTION. NEITHER THE OWNER NOR ARCHITECT/IENGINEER WILL UBC STANDARDS ONLY FOR CEMENTMOUS MATERIALS FOR MORTAR. 3. WELDING OF REINFORCING STEEL (WHERE SPECIFICALLY NOTED OR DETAILED) SHALL CONFORM TO UBC , I . ---'%--_ ,, -_ L A .4 �.�1. !` , I r* I . I I I I I 'll , * I - , - It I I I I I ` � � ,11 � I I . ;/ '� I 11 . � CONTRACTOR SHALL I STANDARD NO. 19-28 AND AWS D1.4-79, USING LOW HYDROGEN ELECTRODES. NQTE 41., A .. , '. . . I L L 3"CLR. . 1. I I I ENFORCE'SAFETY MEASURES OR REGULATIONS. CONCRETE FOOTINGS AND 11 it * I . . � DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING . CLASS I 4. GROUT SHALL BE PER UBC SECTION 2103 AND UBC STANDARD 21-19. GROUT .VERT. REINF. SPACERS 4" . 11 � � �.-6 '' 4 11 � 1 '(TYP. U.N.O.) !� : 11 I SHORING AND BRACING, AND 'SHALL BE SOLELY RESPONSIBLE FOR 4. PROVIDE WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. $ . �_Z � I I . . .I, . '' I � � I . SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. ,� I I V- 2 I � . I '. I I I I I � 1.111.11.11"..... � I I I . . I CONFORMING TO, ALL LOCAL, STATE AND FEDERAL SAFETY AND I -LDER QUALIFICATIONS AND MILL ST R ORTS TIES, STIRRUPS, ETC. . . r I . HEALTH STANDAR 11 DS, LAWS AND REGULATIONS. I . MAXIMUM 1 1/2- AGGREGATE SHALL BE PER ASTM C404. CONSOLIDATE GROUT PER USC SECTION ENGINEER SHALL APPROVE WELDING PROCEDURE, WE TE EP I I _/ , I I I �I� j V . . I � . ,. . 2104.6.2. PROVIDE TESTS PER UBC STANDARD 21-18. UTILIZE PORTLAND CEMENT PRIOR TO EXECUTION OF WELDING. PROVIDE INSPECTION PER UBC CHAPTER 17 AND SEC71ON 1928.12. I I I � I . AGGREGATE SIZE I PER ASTM C150 AND LIME PER UBC STANDARDS ONLY FOR CEMENTITIOUS MATERIALS . I I . � ' 'I I I 1� �11 1 . 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR MINIMUM SACKS 4.5 FOR GROUT. SLUMP SHALL BE 8" MIN. AND 10" MAX, 5. TO HOLD REINFORCING BARS IN THEIR TRUE POSITION AND PREVENT DISPLACEMENT, STANDARD TIE I . 2*-6". 1 2P,61# _____� � . I I I I I � SlMILAR CONSTRUCTION SHOWN ON THESE DRAWINGS. VIS MUST BE PROVIDED. PLACING OF REINFORCEMENT SHALL CONFORM TO . I I I . . I . I I I I 1, . � . . 4. THE CONTRACTOR SHALL COORDINATE.THE WORK OF ALL TRADES AND MAXIMUM WATER/ 0.58 5. USE OPEN END UNITS WHERE VERTICAL REINFORCEMENT OCCURS. USE BOND BEAM UBC SECTION 1907.5. . � I . . . 11 I . SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE . CEMENT RATIO , OR LINTEL UNITS WHERE HORIZONTAL REINFORCEMENT OCCURS. _� TYPICAL STEP FOOTING DETAIL , , - I I . CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED 6. SHOP DRAWINGS FOR FABRICA71ON OF ANY REINFORCING STEEL SHALL BE SUBMITTED TO THE K"A � � I I BEFORE PROCEEDING, WITH ,THE WORK. SLUMP 3.5"±I/2" 6. ALL CELLS SHALL BE GROUTED SOLID. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY FABRICATION. NTS 11 0003 I I � I . � 1/24XP 1, I . I . 1 5. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE 28 DAY COMPRESSIVE 2500 PSI 7. UNITS SHALL BE LAID IN RUNNING (COMMON) BOND. 7. REFER TO CONCRETE AND CONCRETE BLOCK NOTES FOR MINIMUM SPLICE LENGTH AND MINIMUM ��� 11 I I . I I , PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT IN STRENGTH I RADIUS OF BEND, OF REINFORCING. 2 , . ADVANCE OR SHOWN ON THESE DRAWINGS. .1 . . & ALL MASONRY SHALL BE INSTALLED UTILIZING LOW-LIFT GROUTED CONSTRUCTION. - I I I I � . I I 1 3. PROVIDE 6X ENTRAINED AIR BY VOLUME NTH ADMIXTURE PER ASTM C260 FOR SITES 8. SPLICING OF BARS SHALL HAVE MINIMUM LAP PER DETAIL C/Sl.l IN ALL CASES, UNLESS DIMENSIONED . 8* CMU SPLIT-FACED - 1 1 OR FLA R ,-"_�_ I I .. - 1 �6. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE ABOVE 1500 FEET IN ELEVATION. 9. SPLICE VERTICAL REINFORCEMENT NEAR FLOOR LINES OR AS SHOWN ON THE OTHERWISE ON DETAILS. "RE BARS TOGETHER. AT LAPS AND SPLICES. STAGGER SPLICES IN WALL w/ #4 VERT. COMPACTED SITE . 11 , .11z'l "I DRAWINGS. I DRAWINGS, ONLY. CENTER VERTICAL REINFORCEMENT IN WALLS UNLESS NOTED ADJACENT HORIZONTAL AND SLOPING REINFORCING BARS A MINIMUM OF THE REQUIRED SPLICE *-O*oc AND to OR IMPORTED, ,, I 1. 11''. � I . I . 1 7. WHERE THESE GENERAL NOTES AND THE TYPICAL DETAILS ARE IN 4. ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. OTHERWISE. DOWELL ALL VERTICAL REINFORCEMENT TO SUPPORTING MEMBERS NTH LENGTH. 1 #4 HORIZ. BARS AT 11 01-P . � .L�,�.� I BACKFILL, PER � � .i� 1� �� 11 . � , -11 I I . �, _J_.___�,�­ - 1 SOILS REPORT. , . . - . SAME SIZE REINFORCEMENT, TYP. V-0"m -1,,�,���i_,7:�'_;!�:,,,- , I � . , ­­,,,'­­ � I . I I ., .1 ._� . . CONFLICT NTH THE SPECIFICATIONS, THESE GENERALNOTES AND THE ­T'�,�""�,-i�,,,�,,,�,��,'�,-�;� I I 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. .11, I , z;i, "i � ,�--��,!,� I I TYPICAL DETAILS SHALL GOVERN. 5. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF 1997 UBC AND ACI � !_iKn�11.17 P. il.0_ � ' � I " -, , .� I . 'i,_-Al, ��-._, , - , , , 10. MASONRY REINFORCEMENT SHALL COMPLY NTH CONCRETE REINFORCEMENT NOTES, �''i _ " INSTALL 6' CHAIN LIOX FENCE ALONG , I I �,"�_$��_�,�_ , , . 1-i I, � I � ,. . ,IT, ` 1�. � '. , I . I " 7 �Z."' -`�'? `��`_ f BACK OF RETAININ WALL TO . STANDARD 318, LATEST REVISION, OF THE AMERICAN CONCRETE INSTITUTEt UNLESS UNLESS NOTED OTHERWISE. �'11� 1 � '. :'T,� �, _t r. I . I 0 , __ ,"�L`,,�11-7­i I I , , I - __ 11 8. PROVIDE OPENINGS. CURBS, BLOCKING, FRAMING AND/OR SUPPORTS , SHOWN OR NOTED OTHERWISE ON THESE DRAWINGS. 10. FABRICATION, ERECTION AND PLACEMENT OF REINFORCING STEEL SHALL CONFORM TO CONCRETE I� � .- �:__-I , . I I , , - I I -, !-,-,i f:- .,!��t i�- . . . . . I",, EER. I I FOR, ITEMS INDICATED ON ARCHITECTURAL, MECHANICAL, El ECTRICAL REINFORCING STEEL INSTITUTE OF STANDARD PRACTICE. � ""�.' �Fl_"', -"�:,, (L Z 9AMrACTION OF THE CITY'EWINE1, I # " 4,��i -,Iv-r,-�J�rl T'�",Tlli I I . .1 - I "i, . . i . , �', I I � OTHER DRAWINGS OR SPECIFICATIONS INCLUDED IN CONSTRUCTION 6. AGGREGATE SHALL CONFORM TO ASTM C33. 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE . I, I �_ �,ff ,��, f,3 I � I . I . DOCUMENTS. 1 1997 UBC, UBC STANDARDS, UBC ADOPTED STANDARDS, AND UBC RECOGNIZED I I _Iii,�,I,�, . I I I ­­' ­­ * � I � 11 . 11. LAP ALL WIRE MESH TWO MODULES OR 12" MINIMUM, WHICHEVER IS GREATER. >� !" , .1 � -t, I I I . 1 1, I I i I I :':,,j" 0 Ij � I I I I I ",I" . I �, I . 7. 'CEMENT SHALL BE ASTM C150, TYPE I OR TYPE 11. STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE � . I 4 .:'T, I I 14 il 11 �__,:'o "'., 1 :3 1 � � 11 I I 9. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND OTHER . I . " 11 t .... I I . I DOCUMENTS AND BECOME FAMILIAR WITH THE MATERIALS AND METHODS PROVISIONS 2 " : _-, 1_��rr�, - I I - I . I . . 12. REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. I so -� ,�!t�, N% I I 11 I � . I INFORMATION NOT SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. CONTAINED THEREIN. - � " �.'.,� , . I .. I I 1 0 1­,�, I ;`­_, � . . . . I * 9 ,�, 11 ". .__:� I . 8. REINFORCING STEEL S14ALL BE DEFORMED CONFORMING TO ASTM A615 GRADE 60 0 4 . I I � 1. I __ - - � I , . . . I , ,�_ � � . 'e, I I � '.1-1- I Ir I I i , - --' I � 10. ALL ELEVATIONS ARE REFERENCED FROM TOP OF FINISH, GROUND . UNLESS OTHERWISE NOTED. CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT 13. SPACING OF BARS SHALL BE CONSIDERED AS MAXIMUM SPACING. I 0 " 11 A ��_­f,,I!m�',, - I � I 1 12. PROVIDE SPECIAL INSPECTION FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE 14 3 CLR. 01 0 . ... 1"..,�­,_,;1 . DRAIN ROCK OR, fREE_ 11:1_�I.,1,7 � I . SHALL NOT BE LESS THAN 2 TIMES THE NOMINAL DIAMETER OF THE REINFORCEMENT, � e 1-7 / � -. . I � I I 1, I . � I FLOOR ELEVATION - V-0". 0 WITH UBC SECCTION 1701. PROVIDE QUALITY CONTROL PER UBC SECTION 2105. 1 TYP. I / � DRAINING SOIL, V-Cr MIN. w �,,­�,,�,!_ I I I OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2 . 0 1 , INSURE COMPLIANCE WITH SPECIFIED COMPRESSIVE STRENGTH IN ACCORDANCE NTH -3, .-,n-,=-;'i ;'1..-,-'.,�T� r 11 ­ PER SOILS REPORT. ' - I I ." I-, " I , ,;If*�"I"I � 1-1- '�,,,' '.... � . . I I I 11. PROVIDE INSPECTIONS IN ACCORDANCE WITH UBC SECTION 108. FOUNDATIONS �,:,���iT �,E�`_","' _',� - I UBC SECTION 2105.3. DESIGN IS BASED ON FULL ALLOWABLE STRESS. . . I - I , , �_­ 11 1, , . ­­�i 444-"', __',� �*­- � I .1 9. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185. - ;i x rJ I �,_� - I � - 1 ',,�,­­it, � .. I . �,_-.-�,j� �_.­ -:1 2*0 WEEP HOLE V_5 ,, 111 j -,,.,��,�, . � � � 'f ,,��, , I 12. OWNER SHALL EMPLOY SPECIAL INSPECTORS TO PROVIDE TESTS AND _���:_,� ....... -,.::: I . �,� , INSPECTIONS IN ACCORDANCE WITHUBC CHAPTER 17 FOR 13. ALL BOLTS SHALL BE GROUTED IN PLACE NTH AT LEAST I INCH OF GROUT BETWEEN 1. FOUNDATION SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE PROJECT I_��,­­ .1 - . I . -0 �,_:L�11�­ 10. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON _�I I I .1, I --�U . I AT 4�-O*oc, TYP. I I I I I I I I � THEFOLLOWING ITEMS: . THE BOLT AND THE MASONRY. BOLTS SHALL BE HEADED OR HOOKED PER UBC Y GEOTECHNICAL PROFESSIONALS INC. DATED SEPTEMBER 9. 1999. �:: I . �I 1i I I I THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL REQUIREMENTS OF THE UBC 8 ! � . I SECTION 2106.2.14. FOUNDATIONS SHALL BEAR ON FIRM FOUNDATION SOIL STRATA, AS APPROVED BY 0 1 . . I I . AND THE STRUCTURAL WELDING CODE - REINFORCING STEEI.. AWS D 1.4. LATEST . I a � '1%f� "___*14 1 1 1 . 1� I .1 . 11 I A. PLACEMENT OF �CONCRETE, AND DURING TAKING OF TEST THE GEOTECHNICAL ENGINEER. 'V- . "�_ . I- . I I, - � . . I SPECIMENS 14 1. I � I B. PLACEMENT OF CONCRETE REINFORCEMENT. I WELDING PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE LAITANCE AND ALL LOOSE MATERIAL ROUGHEN AS IN A CONCRETE CONSTRUCTION 2. THE ELEVATIONS OF BOTTOMS OF FOUNDATIONS AS SHOWN ON THESE DRAWINGS '�'��CONC FTG. w/ #5 BARS . I I . I I REVISION, OF THE AMERICAN WELDING SOCIETY (UBC STANDARD 19-1). PROVIDE 14. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL I - I � � I ,C. I BOLTS INSTALLED IN CONCRETE, INCLUDING EXPANSION OR WELDED. DESIGN ENGINEER SHALL APPROVE WELDING PROCEDURES AND MILL TEST JOINT. � INDICATE THE ESTIMATED MINIMUM FOUNDATION DEPTHS. I _"_�� AT V-01"m EA. WAY, 11. . I I "I I I . EPDXY ANCHORS. . REPORTS PRIOR TO EXECUTION OF WELDING. I ID-DEPTH. I I .11 11 I I . I . I �� 15. CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED 3. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM DEAD PLUS LIVE LOAD . I ", I� .­�_­rll`l. � I 11. COVERAGE FOR REINFORCING BARS SHALL BE IN ACCORDANCE NTH THE I 1�, I I REINFORCING STEEL, METAL DECK & LIGHT GAGE FRAMING.) I ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. ",_��.MDOWEL AT 2�-O*oc TO I D. ALL STRUCTURAL WELDING, (INCLUIDNG WELDING OF . VERTICAL CONTINUITY OF THE CELLS. ALL HEAD AND END JOINTS SHALL BE SOLIDLY � 1�, . E. INSTALLATION OF HIGH-STRENGTH BOLTS. REQUIREMENTS OF THE UBC AND ACI STANDARD 318 UNLESS SHOWN OTHERWISE ON I ".- FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT . MATCH 'WALL REINF. .� � , I . . I I I I I F. ALL STRUCTURAL MASONRY. THE DRAWINGS. NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL 4. BOTTOMS OF FOOTINGS SHALL EXTEND A MINIMUM OF 2'-O" BELOW LOWEST I %_ " I . 11 I "I 11,,""" 2 8 L I I 1,-I G. INSTALLA71ON OF, PILING, DRILLED PIERS AND CAISSONS. BE PROVIDED BY LAPPING SUCCESSIVE COURSES OR BY EQUIVALENT MECHANICAL ADJACENT GRADE. * . 11 . . I 11 ' ' I I �H. MOMENT RESISTING STEEL AND CONCRETE FRAMES. 12. LAP SPLICES FOR REINFORCING BARS SHALL BE PER THE REINFORCING SPLICE ANCHORAGE. . I -I - I L I I 1. SPRAY APPLIED FIREPROOFING. . AWINGS OR 24" MINIMUM UNLESS SHOWN OTHERWISE ON THE 5. THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL CHANGES IN FOOTING ELEVATIONS � I I I � I I I 1.� I. . J. NAILING INSPECTIONfOR ALL ROOF AND FLOOR PLYWOOD I DRAWINGS. "RE BARS TOGETHER AT LAPS OR SPLICES. STAGGER LAPS IN 16. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR SHALL BE MADE UTILIZING THE TYPICAL FOOTING STEP DETAIL ON THESE DRAWINGS. . . � I I I I I I I � . � SHEATHING NOTED ON THE DRAWINGS. SPLICE LENGTH. HOOKS SHALL BE UBC STANDARD HOOKS UNLESS SHOWN . "�� 4'-0$I CMU RETAINING WALL wZ 2: 1 S' OPE . K., NAILING INSPECTION FOR ALL WALLS NOTED ON THE PLYWOOD ADJACENT HORIZONTAL OR SLOPING REINFORCING BARS A MINIMUM OF THE REQUIRED UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 2'" X 3". 6. CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE INDICATED ON rc L ----,-' I I SHEAR WALL SCHEDULE. OTHERWISE. WELDED WIRE FABRIC SHALL BE SPLICED BY LAPPING A MINIMUM OF 12 1 1 '.I � I � I I . . INCHES OR TWO CROSS "RES,,WHICHEVER IS GREATER. 17.CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE THESE DRAWINGS. . . SCALE: 1/2"=1'-O* I � m4xp 1 1 1 1 THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS ��� . 11 " � , I I OWNER, ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. IT I . IN EXCESS OF 5`-0" IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER 7. DEWATER FOOTING AND BUILDING EXCAVATIONS AS REQUIRED TO MAINTAIN DRY I I .., _. I 1. I I ,IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 13. CONCRETE SHALL BE PLACED IN ACCORDANCE NTH ASTM C94 AND ACI STANDARD OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE WORKING CONDITIONS. . . I � .''I I I� I INFORM THE SPECIAL INSPECTOR OR INSPEC11ON AGENCY AT LEAST 304. 1 CLEAN OUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. . I ..I�r 2 . I I 11 11 24 HOURS PRIOR TO PERFORMING ANY WORK THAT REQUIRES MECHANICALLY VIBRATE ALL GROUT POURS. 8. AVOID FOOTING PENETRATIONS AND TRENCHING NEAR FOOTINGS. WHERE -2"k-, 1 OR FLATTER I I I . . I I I � I SPECIAL INSPECTION. 1 14. ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURED ERIQR IQ UNAVOIDABLE, CONFORM TO PIPE AND TRENCH DETAIL ON THESE SHEETS. ' . - � CLRI ' .,e�, � I I I I __ ._z,' ' I I .. 0E9jNtjING_ ABBING OF ANCHOR BOLTS INTO WET 18. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT � I /_��, INSTALL 6' CHAIN LINK FENCE ALONG L - I � - * I 1 13. DIMENSIONS AND ELEVATIONS SHOWN ARE APPROAMATE AND ARE CONCRETE ISNOT ALLOWED. INTERVALS NOT TO EXCEED 192 BAR DIAMETERS. 9. PROTECT ALL STEEL COLUMNS, BASE PLATES, ANCHOR BOLTS, EMBEDMENT PLATES0 � 11" 11---' __��,V_ Nq�_ BACK OF RETAINING WALL TO , I I I / .1� I PROVIDED AS AN AID IN INTERPRETING THE DRAWINGS ONLY. DIMENSIONS , /. X I I � I . I WELD PLATES, ETC. BELOW TOP OF FLOOR SLAB NTH A MINIMUM OF 3" OF � �i SATISFACTION OF THE CITY ENGINEER. I . I- 0 � I � ,_ .1 � I AND ELEVATIONS MUST BE VERIFIED WITH ARCHITECTURAL DRAWINGS. IN 15. CONSTRUCTION JOINTS SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF CONCRE17E COVER. / �, f:. I I . 11 �_��;!,__ � I � 19. THOROUGHLY CLEAN ALL CELLS AND BOND BEAMS OF MORTAR BEFORE GROUTING. 4 �__M­�.]�o-�­., I' I I I 1� � � I— ­., . I ­ I I " , , M ON 11 ,", " " ,; � , I I .1 . . I :�'Ile, � _�7,11_ �_�,_ I THE EVENT OF CONFLICT, DIMENSIONS AND ELEVATIONS SHOY THE STRUCTURE. CONSTRUCTION JOINTS SHALL COMPLY NTH UBC SECTION 1906.4. 4.--,:�­� ,_'111 ,, - I'll _., ­,_ ......�" "I', " "W-1 - , 'i-11 I , I CHTECTURAL DRAWINGS SHALL GOVERN. DRAWING SCALES GIVEN ARE , 1�'11-�,�,,, -_n V_ ---11"", 11-1 �, ­ I I � � 11. 1�1 % I I . AR I LOCATE CONSTRUCTION JOINTS ONLY AS SHOWN ON THE DRAWINGS OR APPROVED IN " 1_� I .�,-'� qc- I 1� . 20.WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION �,, 1 , .1 -� .-,,�� I . I � . I" I I I APPROXIMATE - DO b19I SCALE PLANS OR DEIAILS., ADVANCE BY THE ENGINEER. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL I . 8" CMU SPLIT-FACED , /I - ':��,�`_l - . I ,", . JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1-1/2" BELOW THE I ..... ..'­ --I I I I � '1�j-­,!.U�­-�' I I I � I I -�, I ", F-,:,��,3 � , U, I I ;; "�_ -1 ­. 14. AS BUILT DIMENSIONS SHALL NOT VARY, EXCEED, OR BE LESS THAN THOSE LAJTANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING WALL w/ J5 VERT. ".11 � ­.',"?- � I I ." - I I � I , - ____ , _111 -, � TOP BELOW THE TOP OF THE UPPERMOST UNIT. ,� 1 1-15 m_ I . . ��,, I . �i� � I 11 '. � ,,-, ­ I , I 1-6", I N07ED ON DRAWINGS AS ±, MINIMUM, OR MAXIMUM, RESPECTIVELY, BY THE ENTIRE SURFACE, SANDBLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4- BARS AT 16"oc AND #5 T'',�--111, I I . , _ MORE THAN 15 PERCENT. WRITTEN APPROVAL SHALL BE OBTAINED FROM DEEP DEFORMATIONS. 21.EACH VERTICAL BAR IN WALLS SHALL LAP 48 DIAMETERS NTH A DOWEL OF THE . HORIZ. BARS AT t a I �,-,-1,il�, . � I I I I , 11 ;­ �� I I ­ �, -q�' I I . I � , I . I I . _� _ .1 I . THE DESIGN ENGINEER WHEN REQUIRED TO EXCEED 15,PERCENT. MINIMUM SAME WIRE EXTENDING FROM THE FOUNDATION. CARRY EACH DOWEL TO "THIN 3" OF X 2'-Woc. _,",� , I., I � I 11 I SIDE CLEARANCES BETWEEN CONCRETE AND SOIL MAY EXCEED 'THIS 16. PROVIDE SHOP DRAWINGS FOR ALL REINFORCING STEEL TO THE ARCHITECT/IDESIGN THE BOTTOM OF THE FOUNDA11ON AND TERMITE WITH 90 DEGREE HOOK. DOWELS < 0� .t - I COMPACTED SITE I � I . . . I . � I . 2 I I I I I . m . ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY FABRICATION. I I ,� 11 1, I I OR IMPORTED " 11 I I � LIMITATION BY UP TO 12 . SHALL BE STRAIGHT AND PLUMB. . '! 1� I 1 . � � I I " I 0 ;4�-"�' " . I I I �­ - " I SOILS REPORT. I I I I I ''. 11 I I 1 15. OPENINGS. POCKETS, ETC. SHALL NOT BE PLACED IN FOUNDATIONS, 1 17. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE 22.PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED, . I I '� 11, ,�... I . I 11 - ,�. �',-1 . - ". . . SLABS, WALLS, SHEAR WALLS, DECKS, GIRDERS, BEAMS, JOISTS, COLUMNS, ARCHITECT/DESIGN ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF ANY STAGGER LAPS MINIMUM OF 5*-O". (D / / . . .11 � I I �, &11 I -1 ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONCRETE. CONCRETE MIX DESIGNS SHALL BE PER UBC SECTION 1905 AND SIGNED . 1, . I . , a � I I'll I I '. 11 � I I I 1� ''I I .1� � - NOTIFY THE ENGINEER IF MECHANICAL OR OTHER DRAWINGS SHOW BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. CALCIUM CHLORIDE / 11 rl I I I . 21PROVIDE 2-15 BARS (FULL HEIGHT OF WALL AT JAMBS AND EXTENDING A MINIMUM �,� ,,� .If I- I I I I , /� . . I I OPENINGS, POCKETS, ETC. WHICH ARE NOT LIKEWISE SHOWN ON THE OR ADMIXTURES WHICH ADD CHLORIDES ARE NOT PERMITTED. --I 4, I I . � . I I I OF 2'-O" PAST EDGES OF OPENINGS AT HEAD AND SILL) EACH SIDE OF. ALL 12" CMU SPLIT-FACED � ,I - DRAIN ROCK OR FREE- I I 1 STRUCTURAL DRAWINGS. 2 �, / - � I I I I / I I � � 1 18. ALL GROUT SHALL BE NONMETALLIC, NON-SHRINK HIGH STRENGTH GROUT BY MASTER OPENINGS AND EACH END OF ALL WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. WALL w/ #5 VERT. " " I DRAINING SOIL lv-O*'MIN.$, I � I x, 0. I "I. I I 1 . I I . . 16. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED BUILDERS OR EQUIVALENT AS APPROVED BY THE ARCHITECT/DESIGN ENGINEER. I FOR FLATTER BARS AT 16"oc AND #5 ;`,-." . PER SOILS REPORT. .. �"I � 1, ��. I � I FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR UTILIZE PRODUCTS RECOMMENDED BY THE MANUFACTURER FOR EACH APPLICATION 24.PROVIDE VER11CAL CONTROL JOINTS (1/2- DEEP SOWCUTS) 0 ±40-0- O.C. FOR ALL I I I HORIZ. BARS AT "/ 1/1 � I I ", � I '/ CMU WALLS, UNLESS NOTED OTHERWISE. at I �, "I I I . . EACH PARTICULAR LEVEL (40 PSF FOR,FLOORS, 20 PSF FOR ROOF). . 2*-O"oc. ", I . � � I - I . I . AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. I � )s . I * I . I I I I � . � I " I 11 I I I -1" I -1- -1. I.R-Al ��; I I � - _�!Wtl - " � I . , , -- � I � 19. REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, 25.CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL CONSTRUCTION \ I CLRt ­­', INSTALL 6' CHAIN LINK FENCE ALONG 1� ,�. � I I I I I I If"'11411 I . I / I", I I I . . I OF ROOF STRUCTURE IS COMPLETE. - %. ` I . BACK OF RETAINING WALL TO - � r� . . I I I I I DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BOND NTH � � 11, I 11 I " "�A'_?? I i I- a SATISFACTION OF THE CI'rY ENCMEER. 0 11, � I � I " `��]-,.'.,�I � . CONCRETE. 26.ALL EXPOSED MASONRY SHALL HAVE A SPLIT FACE FINISH. 11 I ,171-!"" , ­,- 0 11 . I . . I � . . ; 1,1�'­- �� I I " . I � � I I I . � ,� ��_­.���,_""fi I 11 I . I ,,, -I I I UJ'­'11.4", U .11, 1 8" CMU SPLIT-FACED ,_­_ - . COMPACTED SITE " I � I � ,�_ , ��Y�_7 i V_ " , I I . " ; , t-,� . N I I I I " ,: . , ��'�­ -�--,,!'_!� . I � , - ,F-_.__�r.... OR IMPORTED �",_ . I I I I WALL w/ #5 VERT. I / F1 _­ I," 11 � � I 1 20. OWNER SHALL PROVIDE SPECIAL INSPECTIONS AND TESTS IN ACCORDANCE WITH UBC . 1. I., ., - .­,.�,,, ",� I 11 . I ­­ I . I � ._- il . . . , .. 'i I�� 1, 11 I . . I , !� - . . I SECTION 1701 FOR THE PLACEMENT OF TE REINFORCEMENT, . I x BARS AT 16"oc AND #5 "I,,_-z.7",!- < �'w _!111.1�.­ 11 . �. 11 0-Z I %, 1. I . . FOR BOLTS INSTALLED IN CONCRETE, FOR SAMPLING CONCRETE AND FOR 2 HORIZ. BARS AT I , 61'&- ,,�,­,;�� !',;"­- SOILS REPORT, \ 1� 55", <2 - I 11 I . � , , _,,. .., �il_ % I � I � I I � , ,�_ . I . _ A , � " , _j � � 1 2 . I /I �.,f_;A."":,11.;,�� ,��, I � , . . REINFORCING STEEL WELDING. OWNER'S INSPECTOR SHALL PROVIDE INSPECTION v* 2"-O*oc. '. I �� - I , . I * - .4�- t 1 16* CMU SPLIT-FACED 11 I * w � I _.��;�,.,e"'� 1. � 4_1 11 �,­ � 1 I 1, � . 00 . 1.� t-11 I r I 11 OR FLATTER REPORTS TO THE OWNER, ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. , ! 4-i�,.' WALL w/ #5 VERT. � - F,�,�,� I . .1 12" CMU SPLIT-FACED -\ 11 1�11' , 11 I I _j 11 1 . 11 � I., 11 It ,7-111 1.11 I DRAINING SOIL. 1' -,*CL 11 I to " �" "�1, -O" MIN. 1� I I I I WALL w/ #5 VERT. ,� BARS AT 8'*oc AND #5 .. I � ", . 21. SLAB SHALL BE SAW-CUT PERfOUNDATION PLAN AS SOON AS EQUIPMENT CAN BE 11 ,I' � .­ 1� (A � " I I PER SOILS REPORT. /, I I - I . �I " OPERATED WITHOUT DAMAGING THE SLAB. I .4 " . HORIZ. BARS AT I ... j . 1, '.1 " I I., I I I , I I . " ,, � t-000C. I ; - . I ". " 2 / , 1. I � 1. I HORIZ. BARS AT "I .., I FTG. DOWEL AT 8m oc R 11 I " I ,A;"" 1, I tt& �,I- I ­ . 1-1.,-� 22. CURE ALL EXPOSED CONCRETE SURFACES WITH LIQUID MEMBRANE-FORMING CURING . 2`-Q*oc. 11 TO MATCH WALL REINF. 0 11 10 �� ­ I I . \ -i'�-tl��, I ,.1� 11 I a 11111_�,� I-o"t "I � I . N I . " I�, I COMPOUND CONFORMING TO ASTM C309, TYPE 1, CLASS A OR OTHER APPROVED . I'- I I 1 2 �� '� 11 11 I � I I I I, \\1� I - . � .04 d 1, ", . � I I e - , , '. I I ., I - b CURING METHOD IMMEDIATELY AFTER PLACING CONCRETE. WHERE PLACEMENT (2 1/21* MIN.) .1 I It I � . I I I.,. 10 ,` I I . SO ". I I 1. I . �, ) I -W A$;* 3 `CLR. I it I I 1 8m.CMU SPUT-FACED � � � .,I.i ­ OCCURS IN TEMPERATURES OVER 900 OR IN WINDY CONDITIONS, CONTRACTOR SHALL .- d lv-6"' / e_ I I . -�� , ­� 'r- - � 2"0 WEEP HOLE 14-7 __ I /_ 111,;-- 10 0 __----- �, I I T�, ,1_,�_;"� 111�,;� COMPACTED SITE ,e TYP. ,, � WALL w/ #5 VERT. , � I TAKE ADDITIONAL MEASURES TO INSURE PROPER CONCRETE CURING. IF CONTROL , 11 ________� --- ; 1, " , " I I I I � , , a . .� _� 0 N 00 Y"Cl-R. . 'I, .. � I AT 41-000c, TYP. ..... 2*0 WEEP HOLE I OR IMPORTED JOINT SAW-CUTTING TAKES PLACE AFTER APPLICATION OF CURING COMPOUND, JAZ 01 __ , I - :7 . I I I . BARS AT 16"oe AND #5 .,�"."i,-":_-"" IC-7 .t Y, % 7:,�,,",',.`;­_': ­fi' - "I'll I I , �- ,� ,,,;' 7 ,,; I ,� ,,,;' ,� ,,,;' "_ ,,,;' ­,U�� ,. _ `­'­",�_ ­"I"111'I,' y _. __,,,�,�;;_ I �__ _i I 11 AT 4'-O"oc, TYP. � -1-11F ,;--:: �:,.-_,i t 1� I . 4� �...--7."I'll,i_7__1 ,T.-I � . I I "I� I - , , , I. 11 z 1-1 N _---��-�.,�;f.-. ;"T"1--�__­_ I ,� I . X. �1-,,,_,.�1�',�L7 �`!j*,":�,,*::,­��,-,_�-,'-­�,i I - 1 '15; , 1 `�­71! , ,:.,.'�': � __ , ,p;- - .��7�41_ -;-r-,--;- I I I I I - "I '."t 3,*"-;-_- V- a - I.- , . I." - , '" I � , TYP. it , ­! cr_ HORIZ. BARS AT /. �._.�,,"i �­ BACKFILL, PER RE-APPLY CURING COMPOUND TO SAWCUTS. ;i "CS, �0:zz::: I'll qk, 0z - � ��,,,_:__, ",_Z7`i.'*_-i,�,, I I :�i-,� I .i, ,�j-, �:�1!AL"t"_­_1_o;_,, ,H­­� w X. �. ,� -"-,.1 i ` �:�,---a.!,',.""j-�'!`_i_-;, < � -- SOILS REPORT. 0 � " 0 -, 1 � � 1 2'-woc. �,,_,,�,,,� #5�BAR CONTINUOUS - I I.,_f: - I.- . . "! ':-4� 23. MEN COLD WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE NTH UBC . . �� __�,�-'_ 1__�t� _� '. I %.. 1� ' ' I r 1* ­., -,-r�j�r­�,�,.__� �",, . � .�,: -, - 1-1 :.� , . ,,_i�,�," ) b r, I I . I I �C! I- ;­_��!:__,��f'._:,�,��'.',I � " ��i�)y .-I � .. ',�, � I P 11�" � �, . I 1, __ -1 - I . -1 11�, 1905.12. 1 1 __, _-,, ,.1.... �, . I _�k_- . 0 A I * 6 I � i� " �-:�,�,�­�-.�, I . �� _1 I e r� I . ,i_ .­�;�� _�:_��, � ;11 I I " -, . �,! . I - ,� ... - . ALI .. 111.11�-� -�)­_Ij_-� " _vv f I,,,-I . .1 * Cr � � ,-., I I � a_ >� 11 , i CL Z . I .� --------------� I` ii-,:. I Y., 11 - . I- lk I- "n.-I I < �_ % I I I I. I "I ", � 24. 1 :it riv)5 to 0 . - (10 2 I ". 5 zn WHEN HOT WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH UBC 9 ,, 7, - IF . -- 0 . I 0 11 . . / . ; . , , I I I . . _ N a ,�, - 1905.13, REINFORCING SHALL BE KEPT COOL DURING PLACEMENT OF CONCRETE. nPirdAL IJOKS fig BENDS Pf) 4 , 1. . I- . .. "I /I * . 1�� . I I I . . - 0 to i� I I � I �� . � - I I I . � 6� 1 INSIDE BEND DWAETERS . I I k . I .. - - I LO I /� . I .1 M 25. FOUNDATION CONCRETE HAS BEEN DESIGNED BASED ON A COMPRESSIVE STRENGTH 22 1& . . _.j1z CONC FTG. w/ #6 BARS AT I I �. N Ic I'. I I . I I � r. . I , * I " I I I I I *_j - I : , : 0 4 , es OF f* c = 2500 PSI; THEREFORE, SPECIAL INSPECTION FOR PLACEMENT OF CONCRETE N % 'IRV . 3" . l6moc EACH .WA AT TOP " BAR SIZE D . *""., ,L I I 0 . _. ­ . 11. - �Y I � " 0 1 *_or$ - -JS a m _. 11. I I . � . . ...� ­ I ,,,, �� : .11*11�' 1, I .11 ./ �J_'J,A?_' � I AND CONCRETE REINFORCING IS NOT REQUIRED IN ACCORDANCE WITH UBC SECTION 1�9 8 6d to _j _"."�, � ! ". - I I..- CLR "f,,� .11,� . I . . 11� I .1 - ,� 3 TO I � - I �__. _, - " � R. � �.� 9. LIO. Ill _8d CONC FTG. w/ #6 BARS . N I I ,.; -, � , , �. , "'o'e-, I �,,� " I I 1� I I I . , . I . I , . - DOW' -Ava-16v, ,, , � . I I 01 7 .ON, I 1,1� . -as - I .1. , I , . `�� , 1701. NOTE THAT THE CONTRACTOR IS REQUIREQ TO PROVIDE A HIGHER STRENGTH , " I . � 0 3"tCL 11 , DRAINING SOIL, l'-O" MIN. CONCRETE (COMPRESSIVE STRENGTH f c = 3000 PSI) IN ACCORDANCE NTH NOTE ' 0 ** I _�,_ . . Q, 'i" ' ' �,*�",,,,,,,, ,�n � 1, I 0 , _41e ,. . 1 , I Woc EACH WAY AT , ��'­�rr� I . 1 � TYP. ,1__� .14 1 1 PER SOILS REPORT. , NO. 1. . #14, J18 j Odj . . . . 1.1" ,"'. I TO I I .. � I -T,O MATCH WALL"REINF� , " ��-,,',,�,,�,, I � I ,111 I 11 ,� . - _� � I I - I I I . I I : , . 1� *" m I I . """ 1. I I ", . -1. I -,� � 111_,� . �0 "' -All I �7 .. � . . . , I � u I 0 ,1%1` ;,,T,,_t� ,­,�,;, J_ w 6*-6 .- � . - ­."r"s � . . . I - 11 I I , ,j 7" ��_.;_�j,,," ,_� ,,, � -1- .1 I � ­ . ,� I � . � ­ , I I 7 ,�i, A�,­­ I I - , 11 . I I I � 1. . I .:,`�14VAL.- _�_ , ­­ �' � . I ,�, , . T . , � I I . .. I - 11, �, 1� I I -1 I * 1. I ! 0-9000 , . . it 0090 wo � � � 11 � 00 lz�__ i.....ul "-11 1 2"0 WEEP HOLE . 2 � . .i'-3 I 1, I i,�-,­, �I i."-,.,;, -,.,.-.', I I - , I I 1 I , ��A:,l _4i$­__1�1 � . 4- , - - . I I - -il - :,., �1 ;��i � ­_ 10 le . . � I � I . N% __ ��__11 �111 - __ \.-a 5 AT 4'-O"oc, TYP. MES AND 53188 q + . #5 BAR CONTINUOUS,AT � 0- I . n 05 AND SANIZR . - 11 I � I 01 . . , I I . � � I I� -09#0, � ., 00 1 3;: ., e 0 1 , �.. - �. 1 I l.-O OC. .� I I __ * ; I __ . I ��. I rE""'\N 9'-0$f CMU RETAINING WALL wZ 2- 1 SLOPE 0-1 - - , ' ' I 11 ' ' I � , - I � I . �, I 0 fn I _ '�' 11;�N SS/0 I . . 10 1.11 I . I 1 � 1, I I . r__� I w 2PLI LEN , * om 1. 11 . 1� I � I 0 '�_ � lo BAR SIZE SPLICE LENGTH 1�1-VAL le, - SCALE: 1/2*-1 _09v 1/24xp . I ..I I I I I.. I.. 1. I I � I ..1 � I I I I I I� . I I-- . . I � I . Q _`�� . 0 . �4 1 PER TABLE lt � I��_ rF ' , 'WALL vVZ 2- 1 SLOPE ­ �r-i , . I -� �, #3 _000 50 1�h 4__ 12-0" CMU RETAINING * � - I 11 � I--,' 5 ----I 4 __l'�g, ;1z_ I . I I � I "I" a- On 10 CONC FTG. wl #5 BARS - # m obw . . I I I % i _40 rn I � I I 1 1/24)�P. � . . n . . . AT l6moc EA. WAY, AT I I !� 1 5 2 No. C33760 m I SCALE: 1/2"=l'-0" .1 . . 1 . I I I I 11. I 11 11 I . . MID-DEPTH. 2 11 6 , . 2P-8" ' Exp. - --------____ I 1 1\1-,7�- --- 1.� . 1.11 I I I. . � I ".. a)* . It 7 30-6" * - I I I I � " I ' I I I I 1� I I C , * I I �" I 01 . ' . 11 . I 0 1 41-8w I I'm R E V I S I 0 N S � I . ,� !.- I -±f � . S-6" . 00 . FTG. DOWEL AT l6moc I I IM SEUCE I 5w-10' I d>, CIVI I I � RETAINING WA TAILS/NOTES ­ �­ . 0 1 _f . � I I TO. MATCH WALL REINF. . mm. I � GF I NO. BY DATE I DESCRIPTION � I .. I I � � 0 C I � . I . . I ; i I I I . I I . I I-' � &L A&M DUE COLD . I � ' I I , - . I . .-- I I offinon I I > I 1 #5 BAR CONTINUOUS NO FIELD BENDING NJ-OWED EXCEPT � . . I I I . 11 . 111� . . 6 I . WHERE SPECIFICALLY SHOWN ON DMMNGS IMPROVEMENT PLANS I I ' ' . . . I I I I I I--,- I - I . I . I � 11 . � I � � . �0 . I � I I I I I il _ 1' '. - I I I ff), I I . � ' � I I I I E N G I N E E R S I " - I I I I I I 11 . I I I I I 0 OF 0 1 , � � I I I I , I I -) _� TYP. REINF. BEND & SPLICE ' ETAILS- . I _r,� / Z,q/ t Tx/ I � I I �-,L ­11jo0j"Oft, � I 1 -1 - u ', loe�D 6'-O" CMU RETAINING WALL w/ 21#0 1 SLOPE r*-B U ...,ATASCADER 'I CA 0) I . I I C) I I 1. 0m 0004 1 '. I � I I . . I .� , * - . . ,� , .Kel I I I I I I I _010 I � 1/:!4XP NTS 1/24XP I I I I " . . I , , _,­1�,"'., I 1 � -_�� . . I 1­� - SCALE: 1/2*=l 1 . . I . -11 . 1 I I I �, � I � I I " I I I I I m . I / , , � I I � ' ' I . � I ' I I � I I I I . I , 0) . � I� . , I . I AC Y: � I/ I I ..11111�' "";I I I I'�.4 � " Q1,/ � I , ,� . � P6,/00 , ,, . 01 . I I - , _.. I 11 ­ I � I I . %_ . I . 364 Pacific Street I ' ' ' I � I ' I : I� I I � � I . I .JN�". I '**.'� . I DATE , � ' I 11 -1-1 I 1_1� I I I . . . I Son Luis Obispo, CA 93401 FALKENI&N . .E"��760 EXP. 6-30-02 . I I I I I'll 11 I . 1 -3 , � I . 1 805) 544-7407 � I I I" . . I �, .� ­ � . 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