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HomeMy WebLinkAbout1992 - Atasacadero Road Sta. _ r g 'aMM � i i•, ( �Y.+s�"�� "2'ro ,Mr` � k�.: Y4�1°. in.Li 1'P�� ", RA Ir s r� , r: ;, , 3,4 r r r b i��s .,t�.f�a. w_a��f �.�"�.`' e ,, �,€ &.�2r�'�e �"#�� ! 0 t SHEET INDEX L r- s .: E t x G E N D _ �� _T i N C�E X __ G S C � ,f; 1,t I < .SHEET TITLE SHEET .� E� � � � � T "' �� ✓ ._ A L r �h fAr A .y r b SHEET N S TP UITTION NCS 1 h a . 1 1 Y Q�,✓,ff ` ^ tf..^-�., V / �r d'.. i .� i 1. r'l ,q v. ,t 1�"\ 1 .., xf -.n I . .:, Y �g� rn o-« t aP' P"' / A .x^43,+' \ h � -!-------- ?)c � r_l i y j� .,J j"� n w w. } x r m... SHEET IMPROVEMENT C DETAILS C�ROl-)l-) SECTIONS d j x� , r T t...^`g t1..� ....'r t #'ry°'-S_.�4�-_.1'•. ti ! [...".. 1 _ iS ` A. 4 T �_.. T Tia . 28+50-00 .. ro u M. ..- _ __. . .._ _ _<..... ___...... ...... .....___.__. _ SHEET PLAN PRC_, I=I!,_E_ F RC�� � � � �� 111/1 j ~ r ` �. i.. ,...1 _ hof � ^fir.. SHEET ---------- PLAN � PROFILE __ ,._ . ,.,., j -�--� � --- � r n -, �� � /F a-'.r <_.._...__.___�-_- �� �\ �l _.,.�._3 ,#_ m__...__.,_..».._,_P..-�.__u.,_ I t ��. `r` ; ._._w. ...._ s._..D� i \i.,.. .,.. EE P LAN PROFI�._E FROM TTA. 28...E TT»C)T � T S k �_��>+00,6 r g � I'- -, ', �'� !',. "`r 1 .,,,� 1 j,�4 P;� .�M4, 1S, r'"`} C-` € a 3..,.s.._.� ! �' I 1 SaE ate° 4 8_ -{EENT PLAN FROM TTA. T2T 00.68 TO STA. J4 ' 46.8 o �, ;` ,�l � .:� �, ,�- �� , � ._.,_. � p/^_. �_._._� ��. .�. I1�� .O' i ..,,,�""+,...^ ' 1 \ .S F "ate " 1 vk, (JJy 1 1 ,aF W1 SHEET 7 PLAN FROM STA. � � T t ` f , SHEET .) I R I P I NA N D N LAYOUT YT U T �� 7 i �� E`, I � � �� � t j 2s ��e9 xx»aa�mwm�rama�aysa �axssmasrasq 0- - 110 r €jI�1 I I I 1 p_._,,,..... 0 . : �! I INCORPORATED � 0 ( ._ ` lw �( 1 111T71, ITS I 1E 101 T .�, .. t f.t� ... _ .. _ r � LLI t C i r k ' PASO � �., .✓ �� `..,.,`M1 °...� �`,.^',,✓r`" !`� ^"� �.�''� ,`� ° �?<, ,...._..,-_....,,,,.1 ✓ w_J 3 � �,..k`t 10 ROBLES ,, ,`' '' �. ,w I 46 ATASGAD E R O �f • �.,, h^^.,,^ -.,, , .� ,;��a X3,1 ,� . ' �...(,' m ` l. �� r— ti .;: , - � CT try s�^ r '� ^'°` Yom^ ��`^„:...R ~r,...._.. •" �",Y,s�., , 6„. �'^� I ' MORRG BAYRD F �~ SAN LUIS :F OBISPO 'v Uj , f T ti _.__.y✓ ,g Uf SANTA f 1 . ... .._..--- _.___. _.___ n ------ NEW MARIA . t �_. ._,_. ____________._____._ .. _ _ __.____. __._-_____ \ VICINITY r - '� ,._. :-..� ..,. _,. �-_..� -_.,_� _, i.... _, .,� _.• � ", ,� ^e r �.., .r_ _i few j`., t..At ``f'` / '^w,,,� k P A"14 ! E Erv,1.l_, T. E E-r H C'N E-� C( , .< J MAP GUYANA E'/`,�,_ c t �_E _s__ ,SIC} w gg ......•rye,..--. � MN+F 5 r UO SISQLJOC ; @@ wJ 0. -. _•__'_. _-_,.............. ..v..,.,....«....,...,..,.....,. .�._,. � PACIr its GA'' F��_LT ! Cts;. ATA AE�t.RC 1!_<E t ' `, _ _ '^i. �� LOCATION MAP 4 BUELLTON � , :.� Al", s,f I ll 1-s ��, SANTA PT. ARGUE!LO _ .. . ' BARBARA � GAVI OTA 0'J w„".-. ..,_.mob._' .-. ... ____.,___`_,-` .—..,.»..__.,..,..........._...._.__.._ •_._..................,.._,_.,.,... �....��ITE ��_ CONCEPTION ti e 1 ! { t""` 1 , 1 ! l I^� ? `"t ! _. �` r-1 RE D Y t L_. , `F x PT. G O N C E 6-�TI O N � C; J E.,,I Ew.R N ..,A d_.I� R�I A � 1 .t,. E M mow',- LF ol APPROVAL BLOCKz` c.ah '! E",11 , M APPROVED THE , A _'ADE-R CITY' ENGI �E ER I , " GRE" (_I_��C _ CITY ENC'3!NEE.— , R.C.E. 24873, EXP. 12---31-93 x4 r ! t ! ro STANDARD STREET IMPROVEMENT NOTES a+1 B.S S e t } - l t w E C ko*.*;'kONSTRUtC;"'T1ON NOTESWATER NOTES CONSTRUCTION NOTE, CONTINLIED........................ 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS 18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE k �`/A'i ER I,r1AINS SHALL BE TESTED AFTER THE ROADWAYS AND THE SITE APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING CITY STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT HAVE BEEN C°4! Rc�U IIT TO SUBGRADE AND COMPACTION CERTIFICATION. 66�qq� DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. 4 rv , CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR THE STRUO,TURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAIN.. C �ro PRIOR NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL BE DEPARTMENT PRIOR TO THE PLACEMENT OF BASE. AND LATERALS WITH A MINIMUM OF ONE FOOT O VERTICAL CLEARANCE, �{'f�rry .. � 9� n� D 9 REJECTED AND WILL BE AT THE CONTRACTORS AND/OR OWNERS RISK AND UNLESS OTHERWISE AUTHORIZED ON THE, PLANS. EXPENSE. 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BEcs PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND C. ALL WATER MAIN FITTINGS TEE. VALVES BENDS ETC., SHALL HAVE ,� 2. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING M�-1 AND AS FLANGE CONNECTIONS WITH ANY ADJACENT FITTINGS, USE 1/ LENGTH ' AND COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND ALL REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT, PIPE AT ALL CONNECTIONS TO FITTINGS PER PIPE MANUFACTURERS' � ��� � ��� fi� ic WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING RECOMMENDATIONS. ALL GATE VALVES SHALL. BE RESILIENT WEDGE UNLESS DEPARTMENT, 20. ALL_ GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT OF OTHERWISE SHOWN ON THE PLANS, WAY SHALL. NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY OFF— :SITE PROPERTY OWNER. D. PVC PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO AND MEET STANDARDS AND SPECIFICATIONS SECTION 4.03. THE REQUIREMENTS OF A.W,W.A. SPECIFICATIONS 0900 FOR 12 INCHES , ALL TESTS MUST BE DONE WITHIN 1., DAYS PRIOR TO PLACING �_1. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY AND SMALLER. LARGE DIAMETER PIPE 14 INCHES THRU 24 INCHES SHALL MATERIAL. TESTING RESULTS SHALL CLEARLY INDICATE COI MILINITY DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, CONFORM TO C---905 UNLESS OTHERWISE SPECIFIED HEREON. (BLUE BRUTE THE LOCATION AND SOURCE OF MATERIAL. EXCAVATE OR IN ANY WAY DISTURB 'THE GROUND WITHIN 5 FEET OF A TREE. IS REQUIRED BY A.M.W.C.), . w.n 4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND 22. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY E. ALL VALVE BOX COVERS SHALL BE ADJUSTED fiO FINISH GRADE. U-) MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT, ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL E REQUIRED n SAID TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER AND TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE F. THE CONTRACTOR SHALL PROVIDE AS—BUILT INFORMATION AS TO APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, EXACT LOCATION BY CENTERLINE STATION AND MAIN DEPTH OF ALL WATER �� THE NEXT MATERIAL. 1NCL"'DING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS FACILITY APPURTENANCES: VALVES TEES AND OTHER FITTINGS METERS RFVQ'UIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED AND OTHER PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING THE ,1 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, ENGINEER WITH A BASIS FOR AS—BUILT DRAWINGS. I OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND INDEMNIFY AND HOLD HARMLESS THE CITY OF ATASCADERO AND THE DESIGN €.._ ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN G. A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE WATER MAIN � ",: MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO C07NNECTION WITH 'THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING AND BROUGHT INTO THE VALVE CHAMBERS FOR TESTING. � cls 90% RELATIVE COMPACTION. LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. n ` H. THE COL!TRACTOR SHALL FURNISH SUPPLIERS' CERTIFICATES STATING � 'w t.�m.� .. 6. THE CITY ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, 23. THE CONTRACTOR SHALL COORDINATE ROAD CLOSURES WITH CITY ENGINEER. THAT ALL PIPE, VALVES, FITTINGS, PROTECTIVE COATINGS AND AI�I_ WHEN COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CAL-TRANS OTHER MATERIALS COMPLY WITH THE. REQUIREMENTS THE PROJECT = PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. MArTUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. SPECIFICATIONS. RECORD DRAWINGS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. I)O STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE ARRANGED FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT. I. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN a, RECORD DRAWINGS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE 24. UONSTRUCTION GRADE STAKES SHALL BE SETT BY A REGISTERED CIVIL ONLY. THE CROSSING OF THESE UYI"ILITIES WITH WATER MAINS SHALL 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF TENTATIVELY BE AS SHOWN ON THE PLAN.. THE CONTRACTOR SHALL_ HAND � DIRECTED BY THE CITY ENGINEERING DEPARTMENT. CALIFORNIA. EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF WATER MAINS IN I µ ORI: ER TO VERIFY LOCATION AND DEPTH. WHERE WATER MAINS CANNOT BE S. (BLANK) 25. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER MAIIi�I`�"AWED WITH A��I� LEAST 36 INCHES COVER All INCHES CLEARANCE ,. . . APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT FROM THE. UTILITIES, UNLESS OTHERWISE SPECIFIED ON HE PLANS, 'THE DEPARTMENT. ENGINEER SHALL.. BE NOTIFIED AND THE MAIN DEPTH WILL BE ADJUSTED TO _ 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF MEET THE NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS J. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES AND PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE APPURTENANCES ARE APPROXIMATE. WHERE CONNECTIONS TO EXISTING CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND LINES ARE. T('.) BE MADE, AS SHOWN ON THE FLANS, THE CONTRACTOR COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL SI��I:A11 EXPOSE THE EXISTING LINE AND NOTIFY TIME ENGINEER OF UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM LOCATION, EI._EVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR TO ANY 0 0 DURING CONSTRUCTION. CONSLL TRUCTION . im K. k PRESSURE TE TING OF TI"--IE SYSTEM SHALL. BE. DONE WHEN SERVICE k � 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF AND RELATED FITTINGS ARE INSTALLED PROPERLY AND ALL METER BOXE.. w w CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT ARE SET TO PROPER GRADE. NO PERMANENT CONNECTIONS TO EXISTING ( ) E tiLINE:S SHALL BE MADE UNTIL ALL PRESSURE TESTING AND BACTERIA o 0 UNDERGROUND SERVICE ALERT U.S.A. AT 1--S0C�-642--2444 2 TO 1 c� DAYS TSA,I I �G I�.�k COMPLETE.ATE. T MPOR RYCONNECTIONSA ED FOR TREE PROTECTION NOTES IN _ _ MAY BE ALLOWED. PRIOR T 0 THE START 0 F EXCAVATION AND SHA,._.._u VERIFYSTHE LOCATION 0 F ___.______.____.._.___.�_________.___._,._,_�...�,._.___��____�.__.�_._.w,�_._T_�.�.._..,�___...�.___�__�,,. ��_____�...,a._.....___,_.._..__a____�_.,__________.�.. E,; .� -� � I-�,� PURPOSES,E �� W P T ANY KNOWN UTILITIES AND WHETHER OR NOT A RI-PRESENTATIVE OF EACH CONSTRUCTION I Oa HOWEVER,ER, PROPER BACKFLOW PROTECTION , COMPANY WILL, BE PRESENT DURING EXCAVATION, 1, ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED, DEVICES WILL BE REQUIRED. r 11. (BLANK) 2, EARTH WORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. L. THE A.M.W.C. IS 'TO BE NOTIFIED OF ALL WORK INVOLVING SHUTTING OFF WATER AT ANY TIME FOR ANY REASON. LINES SHALL BE 3. LOW BRANCHES IN DANGER OF' BEING TORN FROM TREES SHALL BE PRESSURIZED AND PROTECTED FROM BACK--FLOW CONDITIONS WHICH COULD00 PRUNED ACCORDING TO ISA STANDARDS PRIOR TO ANY HEAVY EQUIPMENT CAUSE BACTERIA AND DIRT TO ENTER LINES, THE A.M.W.C. SHALL 'WORK BEING DONE. OPERATE ALL ��°ACNES IN THE ACCEPTED SYSTEM. 0 a. 12. THE CITY INSPECTOR, ACTING ON BEHALF OF SHE CITY ENGINEERING [.DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE 4. (BLANK) M. BEFORE ANY PRESSURE TESTING IS DONE FOR A.M.W.C® INSPECTION a: UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE THE SYSTEM MUST BE COMPLETED PER A.M.W.C. STANDARDS; ALL,. SERVICES ul REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSTALLED AND TO GRADE. ALL MAIN LINE CONTROL VALVES MUST HAVE U. > 0 INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM CHAMBERS SET TO GRADE. ALL BLOW---OFF AIR—VALVES AND FIRE HYDRANTS 0 < a: W CCI THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE 5. (BLANK) MUCST BE INSTALLED. F=INAL PRESSURE TESTING SHALL BE DONE AT THIS PLANS TO THE SATISFACTION OF THE INSPECTOR. POINT. CHLORINATION OF COMPLETED SYSTEM REQUIRES 48 HOURS BEFOREC) FLUSHING, CHLORINATED WATER MUST BE REMOVED. BACTERIA TESTS 13. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, E. VEHICLES AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE OF WILL TAKE A MINIMUM 4 HOURS. COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE THE DRIPLINE OF TREES TO REMAIN. DISPOSING OF GASOLINE, 0. CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS PAINT, OR OTHER FOREIGN MATERIAL WILL NOT BE PERMITTED UNDER N. IF ANY TEST FAILS, RE.SAMPL_E OF THAT LOCATION SHALL CONTINUE FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR RECORD THE DRIPLINE OF TREES TO REMAIN. DAILYUNTILTWO (2) CONSECUTIVE DAYS OF PASSING WITH A MINIMUM OF DRAWINGS, NO CHANGES SHALL, BE MADE WITHOUT PRIOR APPROVAL OF THE 4- FOURS FOR EACH TES I. THIS IS A TIME CONSUMING PROCEDURE IF CITY ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. �. TREES TO REMAIN THAT ARE LOCATED WITHIN 20 FEET OF EARTHWORK TESTS ARE POSITIVE AND COULD RESULT IN 4 HOURS OF RECHLORIN TION _ ORE RETESTING. WATER METERS WILL BE INSTALLED ONLY ON AN AND/OR CONSTRUCTION ,�F-IAL�. BE. FFI�JCFD PRIOR TO AND DURING r SHALL BEFORE 14. (BLANK) CONSTRUCTION WITH A 5 FOOT HIGH FENCE:;: AT THE DRIPLINE. WHERE ACCEPTED SYSTEM, ` THE DRIPLINE OF THE TREES ENCROACHES ON CONSTRUCTION AREAS, THE FENCE SHALL..._ BE PLACED AT THE LINE OF ENCROACHMENT. 0, C>'LEARANCE AT EXISTING PIPES OR STRUCTURES OVER S" O.D. SHALL BE DICT LESS THAN 12" UNLESS OTHERWISE SPECIFIED. A SAND BEDDING 15. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A NO GRADE CHANGES SHALL BE MADE WITHIN THE DRIPLINE OF THE SHALT_ BE PLACED BETWEEN 'THE TOP OF THE WATERLINE AND THE BOTTOM METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY TREES TO REMAIN UNLESS NOTED ON THE PLAN AND APPROVED BY THE OF THE EXISTING PIPE OR STRUCTURE UNLESS OTHERWISE SHOWN ON DEVELOPMENT AND ENGINEERING DEPARTMENTS. (SEE SHEET 3 NOTE 10.) CITY. PLANS. ,Y 16, ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE { . (BLANK) Pr ALL TRENCHES SHALL BE BACKFILLED, UNLESS OTHERWISE APPROVED RESPONSIBILITY OF THE CITY AT ITS EXPENSE. BY 'THE ENGINEER. (SEE SHEET 3) 17. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE a ;,.F".m f°" SCALE DESIGN ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS 10. ANY ROOTS 2 INCL—IES IN DIAMETER OR GREATER THAT ARE ENCOUNTERED ��� TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN 'THE DURING SOIL._ EXCAVATION, INCI._,F_IDING TRENCHING, SHALL BE HAND GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. PRUNED BACK TO A LATERAL ROOT OR SAVED IF POSSIBLE. r)ATE:E: 4/1°3)0/�� 2 ,w> :3 l OF' SHE I: 1 _,. %T m`i'A.S`s X id we k F ; • : �. � . �°���aa �..amu.ts'�,c,�:r„.e,.�w,�?=:..,,a,- � 2c..:�,�«a,;,,.,.,a.��';Y7,,.x"' .;�,..aLM1:�a.. � ,.�k���` ; I i 13 Rp 1 R 'k v • 4 VARIES �' i 11' 0'��' 10" �' �#•' VARIES � � � m m + � ' � � ..- . _. _ VARIES � � � 11 � 5 10J 6 �� `�ARI�S VARIES v L / . . ^, ""^Y .,-- _..-.., � 1 ! ,....wm ,.. """yk S ,gip� j� uj _Y_R I D_.4 16 16 4a i � � E V) D M S tri uj � � �{�' Jf�// _ $ q 2 k li r,$g �. °� j 2 A.C. ° I } � p`p SEE A.C, C71KE # > A. SEI. A.C. f11 f i OVERLAY .. -� _� -- - DETAIL I .. -2,0e " I 0� i f-i �. - (THIS SHEET) �,,b # I r> P r ��.. 1�1ETA�L{w:� � I ormum_ not Dy C) FI 2.0% k 1 ^^ I I `` - _SEE A.C. DIKE EX. SECTION f - � - -g• DETAIL ri ADD �.5 r , ~ (THIS SHEET) SEE._as ETAII_ TO REMAIN REMOVE EX:. A.C. ° - � I � 2L. III A.E. REMOVE EX. A.C.- A.C. I� / (VARIES) i µ.ww1 (THIS SHEET) 2.75' A.C. OVER � � -MI ; a 2.75" A.C. OVER 9.00" __ _�__ _� . 9.00 CL. II A.B. I .SEE S��__w)�:T�IL., 2®7;a A.C. OVER �y f CL. {I AGG. BASE. REMOVE EX. A.C. _ {THIS SHEET} M 9.00 CL. II A.B. PETROMAT TO BE INSTALLED REMOVE EX. A.C. -__.___._ 4 t� OVER REMAINING SECTION PER � CAL-TRANS SPECS (SEC 88 AND s ,. SEC-39 AND MANUFACTURER'S > �ry .� RECOMMENDATIONS.X-SEk`.�.#TION "A-A" X-SECTION "IB-13" X-SECTION "C-C" t r ; r, STA. 32+00.00 TO STA. 45+00.00 f ST'k 45+ C,.00 TO STA. �0+50.�wC� .STA. 25-X25.00 TO STA. 31 x`73.00 ,� � �_,d STA. 63-x--30.00 TO STA. 68+00.00 ° R # t I { SLOPE " R/W `� R/V I EASEMENT - BROW aITCH« VARIES �' 11' 5' 10' 6' 4' VARIES I _ _ m I.�lj NOTESi z z I , / 1. ALL SLOPES SHALL LSE GRADED 2: 1 OR FLATTER UNLESS NOTED OTHERWISE. _ Rv J : !� F- � -I - VARIES 4' 16' rLD j cia I z � z �;` 2. ALL EXISTING WATER METERS WITHIN THE SCOPE OF WORK SHALL BE RELOCATED BEHIND A.O. DIKE BY THE �= _ ui IsJ v c� ci > ATA SCADERO (MUNICIPAL WATER COMPANY. r .; , _ _ V) z, 2 A.C. SEE A.C. DIKE ALL LICKS 10 BE RAISED TO FINISHED GRADE BY UTILITY ILITY COly MANTES UNLESS. OTHERWISE NOTED. 2.0 x DETAIL �, � _� �'� 4. A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH WHEN NO STRUCTURES I I 1 (THIS SHEET) ; ' i 2.0� ARE TO HE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT OVER THE TRENCH USE RELATIVE �'� ' COMPACTIONS SHOWN ON THE TREENCH SECTION DETAIL (THIS SHEET). � EX. SECTION ( r TO REMAIN REMOVE EX, A.C.------j I _ 5. RESIDENTIAL DRIVEvVAYS SHALL. HE A MINIMUM OF °1.2' TO A MAXIMUM OF 20' IN WIDTH. (VARIES) _ _ _ _ 3 A.C. 2.75' A.C. OVER I 6. TERMINATE s 'aNC�.RE.TE DRIVEWAYS AT THE PROPERTY LINE. EXTEND ASPHALT TO EDGE OF ROADWAY. SEES 'W DETAIL �,_..___._____._____�_ # u.�_,1 (THIS. SHEET} 9.c�o CL_. II A.B. � � I I I, VALLEY CUTTER DEPTH AND LOCATION IS VARIABLE AND SHALL BE BASED UPON LOCATION REMOVE EX. A.C. - - _} AND VOLI_IVE '�Jf' DRAINAGE (SEE D/W APPROACH DETAIL THIS SHEET). I . ALL DIKES I Com+ BE CONSTRUCTED OF T�'PE, "B" A.C. 9. c3TRU(,.7JRE BACKFILL, SECTION 19-3.06 STATE STANDARD SPECS. X-SE%J`..oTION "D-Dw1 CC. ALL. CUT AND FILL a`LOPES 'STEEPER THAN 4: 1 IN EXCESS OF 2.0' HIGH SHALL HE HYDROSEEDED PER � X-SECTION # � - _ �� as as �, I i E-F ATA�C�ADERO STANDARD x-.04- (EROSION CONTROL) .SEC. (STANDARD HYDROSEED MIX). STA. 50+50.00 TO STA. 63+50.00 BROW DITCH (TYPICAL) # s ! I I I I I ; I CUT EXISTING ROADWAY TO PROVIDE VERTICAL. { .. _ , ,, j ( t CORNERS. Cts T EDGES NOTE- SURFACES AND SQUARE SIDEWALK EFFECTS ONLY D/W's ON LEFT §§` WILL. BE STRAIGHT AND NEAT IN APPEARANCE. f j FROM STA. 32+65.00 TO `.-TA. 68+75.32 12® VARIES MIN. PROVIDE MIN. 12°� BENCH R/W R W I INTO UNDISTURBED ROAD BEC; i (BOTH SIDES'}, 2' 4a MINIMUM 2 ITCHES I _ a 4' 2' ,.: _................._.__...._.._-.,..,._.......,,_. . I (Yf I C-.e M �� e � � "�' 0f �-- FINISH _ � ASPHALT OTHERWISEU. . .. -. { I GRADE MATCH EXISTING ,.° j Ld LL. •'9'� /--+ ! 1 YD �ry y # ! I z'57< . .. 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FACING CL_-­R_OC'k",,,(25 LAJ "'A-11 I '11- I 11 _/,\�'\\ ,\, � \ GRAPHIC SCALE 1 I I - \r--_-_ USE CAL-TRANS METHOD "B" ��L (,_�h_-NT -- \ _______�_ -­'­­­­­­­ ­­-­--­­­­­­­ ---'1-111--1_1 � \ r \ SW. 3 � � BOTH INLET AND Oi-TTLET �,')R AS SHnWN�� \ 40 0 20 40 80 160 I 4b � �, � \', INS`TALL 6.0 cu. yd. FACING�- CL. I � \ ­_­ ____ ____'___ ­­ _--------____________ ! - � ; ROCK (25#) US.3E CAL-TRA-INS _..A � i ? �� � - _ - ____ ! METHOD "B" FOR PLACEMENT - : � I � ! ( IN FEET ) I lw�w�__i i I � z ATASCADERO ROAD 1 inch = 40 ft. 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EA. �Ib E !� I I. - I I . *zw- - _;, � � ,,,, ,1....� ___ ­ v--- -,,- --, - i I,-, � ,,, � I I-, / ­ _,�� \ . 9 ,__16 - _ -,--. �__ � -\ ,-A z - .4/ "1. -1 , , �', 11� I-, , - k \ -) __�____�____ � �, _5� "_", ,_11___ � �,(') " TH K. CONCRETE \ I - ,�Z� , _\, I r -11 0 I . � I _1� �_ � \ .4-3 Q -_ '-,- --, N ,,I I --- 0 � ----- 0 � ,� 1'��_3� -",, -1,_- -�\� ____,,- '� . w PROPOSED 6 . - � \, -", ,,,',- , _j,j­,-- j ,- , f I ------- -) 0) � --- ­ �� 4 i )tl" I � ­_­', ____ ___, - Z(O // - *1�h ,�� - -'��_�___ ._�__. - �_ __� A I � ­ - 47-1 -11 I .11, j �� _.- - I _,__�,_� - - --1 I-, 0 0 -, _, �__­­ -,--,- - 0 , INTERCEPTOR DITCH-��--���-�--�-----�--------,---,-,-------�I �� 11 I �, _� � � - \ __ , , V 1__- - __ ----- "I 2 & -14 �� _� � ____ -_� .--, _,- - ---,-,, \ I 0 -�::_ ___-, `�`_, _­­­` -11 \�� ", ""t" 1-1 -_t"Qj A� �1 _4 ��'. .7 - \ , , �'­�, _ __ /I o I - " ,N� j -____ I < � - � ­ , __ � i _____ ,�5::� __ __��_��k , "I" - - FILL . " I I __ _-, ___­__ - __ - - , I 1 4 I io t-11- _: � OPE I 7,1�? " - , -I Z_,�--�_ __ - _,��, --,tT- ,_- I ., , -� - __ Y,��,_� ___1 I - .........:!,� - - - _ _--l-C - I . - _1 _____ _ ___ ---------------�-----------___,____.­­_­___.__ %I- _____ --�v . I "N� ­ 1,�,. I -- ­­-, - ) ill / \ \ I %.N�' _�!___ -1______:7 _______ __ �1-1 <� _wl , __1 �_ ,,�,, � �Z,_::�t- � - -1_-1_1-1_________ SECTION B-B IT _/ , x � - _-, \ ,-j . -___1___1_1-_ ­.­­_­­_­­­_1_.__-_-1-____--------- , � , ;;$. : - _ __ , -,.-------,-,, � . I I I I.. e - _� __ .........� __ -,�� � ,� _11�� _,� � Alz / , '_� . � �� �_ '_� I I _�_� . . T -,-,- ___ "I-,-- �� 1-1 _ _,_� _. 1 3' --- _- c.-r � N111) I - _�__­- __­ __ __ " j,.,,_1j3 ., - _--�� ­ I �. I..z 1� I � - z I oxmWAAWA - ,,, - - I - � - ­­_ -1 � , - ) __1 ,�_- �- I ­ X1 :� i. - I / / �, _ --- I - ", - A_- . - - _.�_ f _-,___-,__--,- I ___� I I I _____ � ­-_ ____+ ­<� � j --- CL I (j) / � I � � I "I" - -,-- "I' , --,--� jy. 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