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AlISFACTION .:., !;;THE INSPECTO 't ENOINMR, SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 �, ., , J� / 9 . I , E. . . � .1 I �­ , . I .1 .�.. .. . - , I ­ .1. 11 . 1 � � . - I 11 I I � ­ I �. __01_ . .1 I . � :11 r ", I��, ' . ' I I I o I . �� .. �� ! e�� ., , . I I 11 :� I .�* . �. . ., �1� ". .11 .. , I . - IN I 1- ALL MATER SHALLBE 5­FFIC1' � \ I I . . �, ,��,, I CHES IN COMPACT00 THICKNESS MOISTENtOl OR DRIED AS fAL EIX�A u EN Y� � I .� ,..., I I '. i I � 0 1 1 1 .1 . . . TL "' f ,j I . . . � I - � , - - ., . I . 111, 11 1. 11.1 .. . .. 11 I . I 11. :�� � I ,I .4j ,": : - , * ''o, I . � 1--_� �� I .1 -1 .. .l � I ­ I .-I I , .I ., , I . .�.... _"' I� I TERE , Dun I 1__** ''.."I'll.w , ,. ,. I I , , , , I I 11 . I . . - �1' , , , ' . �� I I I 1. I i I . ..1. . -...&- vj� film 1.0 :01 1% � I . jm� . . . I , I - , ­ HAN' S 'H, DEM R, .' M THE CONSTRup'n. 7. 1`�`�. �BY,A-N APPROVED WTHOD,, .$HAL , D TH ;COMPLCTE COVERACt., � . o .000%%�.. .. -11 I .. 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T .TE HN ,� _­�,_.�_-.E IS � tffE, AND THE ,11 �H ZH ItAL-A0 -4U,A& 6F tHtl'D ok :OF TH 04APTEA �,�,�:�6f TH l LtFOIRNIA PHIL BuRM & AZ)SOCIATII) !R E S T R1 C TIC),'4 IS� _ _ � , _ . .. . ,P,Elt WN'A",b6k x-, C .:., , ...,� .*e Of- 10 i.11, 1��m M ..N ... T :,Ty ..T : '' �,�!, , . ,�, , , ,.,'' , ,REUM ARY S RE ,.ORT If SUCK,PLAN CHECK- b."', ... 40T , 'R .,� 01� .1�1 I I V x . N ENOINEE Z 'OF ' ' I . - �� I _EC ED R 3H . ­ . � I � .I.-. ...... �­ ------.-_j lV . .. . . .: I li HTS .ESE . . ,,EE 0. . , , " . - I .1. . . .. .1 I I.. I 1.I ­ .. I �... I ew ,. . LL R-4 R v I - I I [ . .. I I AL. , . .�'" � . - . . �TH ,R . ."" ­- ' ': A�;­P%. . ,.E ., TH. , .I I � ­11 � .. 11 .^-- 0 1 . I I .. I . .I . ­ .. . . � 06,if Rut R.:. .CASTUDROCK DEVIX-11 kl`.� A,CAUFFORMA C,ORPORA,noN. ' .­ ­ �. . I . I . ,� Q M Ni, IN DAN... � " �' ,Akt wV4 Ap R 3* '3 oF THIE ,c��t, - ON:'33, 17�, (661) SPItW89,9,7 %. k..Z 6020 ole trom, I I . . � ..I mmitik- kw� -, : . -f I , . "1 . f $ . , .. 0 , AP. 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SEE Z SAWCUT 24 SAWCUT NOTE,'ED EX. ASPHALT AND AC BERM TO BE REMOV .2- $1TE MAN N 0i MD. PR R D.AFTER,::QAIFYjNG I CONDUCTED,A 'D :. X.UME io AN RA N fkNT& 29 WN EX, EDGE �OF PAVE ENT INSP �AND APPROPRIAK TE CE F:�RO� -CONT NCE , HALL 'BE EM.E.- 'MAIN! --------- LE F0,R THE PLW Nt AND WKE ROSION 0 0 'UVIL SU THE T1 EX, AC BERM, OWNG ONTRACTOR SHALL -.0.E RESK.Ns..'I F D AP IPLA El ES r NS �ZH 'ON$ �D PRPOSED-ASPALT WIDENING SEE ROAD SE,C11 -CCIEM. A5,tOMPIET D 8Y,THZ Fu WORKS.. E N ON P B , bEPARTIVIM, RODS .......... C +TRGL REMOVE AND RECONSTRUCT [STING PVEMENT EDGE AND A-C URB TO BE REMOVED NO-Till DEV EX AC 0/ 1 JE DELEG, :� r+r E MAY BE REQVIRED DEPEP L 11 BA.S. E 2 0): ES RELOC 461N. AVOIQ CUTnNO 'UNDER07ROUND IC M . Dj OR . .0 - 1-ACTUA WIDTH WILL V 0 ACHIRIE, AY�-St A ADD IT SHOULDER - INSTALL PER SECTION DETAILS L tACTUAL WIDTH .WIL VARY.TQ ACHIEVE NAL. 'HA T UTIL1.115S. I ACTUAL SOIL AND FIELD:00 TIONS, ENCOUNTERED ADDITIO E OSIO.N. CONTROL D C S SI-ALL'BE �T:AC 0, 13"' CL It ASE (R=8) COMPAMD FILL PER T S :WSTLY. SOILS �ENG, R-EQIS SECT UN OVERALL PAVEMENT WIDTH�.AND AND A-A OVERALL PAVEMENT WIDTH �HE Sc ETION :OFT E 0 WORK, .:C U PLACED AT T 01 0 F 0 N1Y s VEMIENT TW TOR, ALL :� WIDE X 84 LONG YELLOW DASH PA �D PROPOSED 'tzJRIPING - 4 *ECTION PAVEMENT TRANSITION SITIONS. PER 20:10 CLTRANS MUT.CD* DETAIL 1 -THERMOPLASTIC e u IT Yo TRO' DEVICES.SH, �LACE BEEN 0 ER ANYTIM 'PROPOSED AC BERM - WCH EXISfINGAT EACH END N b fo .4� :EROSION CONIT �L .,,, ,.,A-LL BE IN11 CTO8 t5 AND APR E SHALL.,:,K INSTALLED APP E, AM-1 aAL P90OA01LITY S30t THIS WORK.. D ",R Aft I c NO, LA 'ERVICE M OTECT IN PLACE 0 H EA IS� R- A V . Rl ,N. Fw CQ .PLETION OF E" �D, EXISTING WATER S Ex 1 8001�642-2444 PUBLIC UTILIW POLE STRUCTURE PROTECT IN PtACE 1STIN WOW ;I UNDERGROUND SERMCE (USA) 'C WORKS.�DEPARTMENT --H CTOBE AN TH,E 3U 5,� E-N NEER, OF S AL, BE NOTIFIED sum :0 0'LL -f0N -TR.0,L 0 STA (N� RT AP USE RSP CLASS SACKING NQ� 2,0R IN. _,-F :IN ED EROS WN INIC Co EXISTING: GUARDRAIL PROTECT IN PtAtE CIVIL :ENGINEER, RD ONS ............. DESCRIPTI I ON IL Ap VVEME`ff PLAN 61- A$1ANDOY 0EW FOR EMER,EN:CY WMK SE AN LE ING THE RAINY�.SEASON '(OCTOBER. DUIR i OCUMENT IS AN OW :[NIAL AND UNIPURL15 ED�7HIS:D, N DATE t'NIT vz> LTOS ROAD Im R *' N F RIII 15) NEC SA -ENCE - PROTECT IN PLACE I A W El T 001( -EC NS � AA %NtENT S..I RY I S W K, SHALL NOT SF- DUPLICATED COPfEp EXISTING F ORK PRO" VU�:0 ko LL BE. LA .E AND S T PILED AT CO �ASTLEROQK DEVELOPM: ATE;�,RAPII) TRUCTION OR Or 1,MPOPART DEV RAIN: J1 ORR RO FA E, CILIT L Em OR :OR TKANNTHIE SPECIFIC PRCQEC'T F0k u too: m k7 'I G CURVE^ 1 & 5 ISCLOSED, 'OR. USED IN'CONNI C 1RQN WITH: AN W10 MINENT. 2 Im IS 1:0 R P PLACE EXISTING �QUVEU PIPF -ROTECT IN 417 6 JT 0", IWAL NN *11CH THF-Y HAVE RbEN pRP OR SHALL THEY E ARD, N -1.4 'Y 11 TIAN:06K OR= 7. PERMANENT Eli '730' , cl I OVER 'Y UC 0, 10N cONVOL SH L 8 'PLACED AND 15STAKSHED, WITH 90% C AGE:ON WSTING FIRE HY ANT UTILI1 M TA TO R�MAIN ;BE ASS IRD PATY WIHDLJ�0 IGNED' TO 'AN AINK D THE EXPIRESS, WRITTEN ON . u F AW `R0, CA* IiAN PA -u 0 G ELS 'A' O 'INA 'SP Rb T M Q R my UR 'CIES PRIOR T, '-L IN ,ECTI,N 83ENT CASTLEROCK 5 2 00 0=1 �CITY /ASCADE- :T W40,00,1,y ROSION'CONTROL SHALCREMAN IN PLACE �U TIL.PERMANENT ESURES.ARE. OF GRADING EASURtS M (N) DAYLIGHT :T EVELOPMEN L TE IDEAS, SI'G'N5 ANO ARRAw D E V REPRESENTED 8'y TH F W-RiTTEN 6 2-8-13 JT RESPONSE TO AMWC COMMENT' E A' HE R, L � trk-ON ARE� AND) SHALL REMAIN HE APPROVED OR CONSTRUCTION:. �SHEET. 'L 'SU SILT, :FENCE PER; DETAIL A C2,0 California Corporation AT' E THE ROPERTY :OF CASTLEROCK DEVE. M, -AL CONTkCT OF THIS :P, SHALL GONSTITUlf CONCLUSfVE EVIONCE Sian Obkvpo, CA 9340 . 0 OF ..At-�EPTANCt F THES'', EN E ',TIC,E- 'A 'tST ENGINtER)4 DATE" T by O INT-N FILE -ND SSUED R R107110N -ALL, COMPLY TH.:THE 445 Ciree Gate Road t 015,10,015ANCE F ONE' ACAt OR GREA ER SH- w ALL P,RCU 'TS INVOLVING, Sf I§ PLAN. .m (N-PI)ES), (N) SPHALT OVERSIDF DRAIN PER DETAIL D87D TYPE :A CUR61 OF THE REVENTS OF THE. .,A. E TH V6NA.L b OCUMtNT 2010 CALTRAN$ S`rANDARD PLANS DED: To AND INCLut S TIN, TO m T HIL NS & AS� a TES -8100, -8 MEN AD M. AHEY., R..0 COPYRIGHT:0,CAS:TLEROCK DEVELOPMENT 2012 BE A 801 -546, F,,tk 5498419 ANT CITY DA F OR %K FST ES Ib. 3 40 1:686 R0, BOX 265.2 BAKERSFIELD, CA 93303 ntrato6licewse 730788 CRECKED 8 C.4'C ALL TS RL's M1 0 SCAE JOB NUM. SHEET'NO. ,N R R.AE. 50205 C K DEVIFLO IS.A CALIF0 RNIA -a997 Up W�:#su ASIUROC -MEN. co PORATON, DATE 587 o wWm: lerork-doW pole.- :4T P =1 0, OF 0 -45 -4 0.:OR,�JACK:PERRY'805-8m 5379 ps EWRGW ��JNFORMA ON 004 01 3 4 TI JASQN 1YM:.805 won= wommmmm" ------ ", _4 9.2'11b 26' 1 ­".... -1.1..., . ,_--_-__ .............__' '_­_­� � I \ CONSTRUCTION NOTES APCD NOTES , n A.VAR.6 2' ­_­_ -.--.--.--. ....... ­­­....... ____.__ .,-.,........_., 2: 1 CUT SLOPE PROVIDE ,,-",\ I ___� - 1. No construction shall start without approved plans and or permits 1. All excavated or graded material shall be sufficiently watered to I a- U_ ...­1......... �, -_ ___� from the City. The City Engineering Dept shall be notified at least prevent excessive amounts of dust. Watering shall occur daily with 0 UJ I \ 0" ,_,__­ done without approved plans or without the proper notification can 2. Use of water trucks in sufficient quantities is required to prevent 111�__"-7 Z UJ < . 11", �', �_� _____ ,­...._ , tractor's and/or owner's risk and expense. t, airborne dust from leaving the site. Increase watering frequency -N 1�, \ :...� "I ___,__ "I 3. All material transported off site shall be sufficiently watered or =W.__J -K-%.,. I\ \ k%r11111` ...__ - _ ..d& 2. Construction work shall conform with the City of Atascadero *** 4 \ ------, 1____'1, __......"I Standards and Specifications and also be subject to approval by to prevent excessive amounts of dust. . *,�- 7 ", \11 - � I 1�,_,' ____1 ------I--- 40 I\f -�77�' _� 4. Areas disturbed by clearing, grading, earth moving, or excavation 1. ---.---I __---- __ 3. Soil tests shall be done in accordance with Cit of Atascadero shall be minimized to reduce excessive amounts of dust. . ........... ­­­��� ,c ;P� - __� .1-1 Standards and Specifications section 4.03. Testing results shall OVER EX AND RE-COMPACT \,, 3.0" AC OVER 10.5" CL 11 ,.".. �` __�_� "..,".., ­­_­_­, I ­­_,­ � _,`-` I _� 111_�1­1 �__ I clearly indicate the location and source of material. 5. All proposed paved surfaces shall be completed as soon as - � � �_� . _�_ . ...111- _ tests shall be completed by a certified soil engineer and submitted TYPCIAL SEC Z17 Z, ,--,.,' I.g ,_.."..", __ - __ i,, ....7'.71.1- _­ �.-... 452............. I I REPLACE EXIST 15 MPH unpaved surface on the construction site. ,�,� _", \ - ___...... -... - - - ,�N . 1p ,,,,----' ____ , 15 MPH WITH RETRO 1 5. 'Material placed in roadway prisms between sub-grade and 1 ft as possible following the completion of soil disturbing activities. N .1 . -_,_­.1.1__ / 00 � REFELCTIVE SURFACE below shall be compacted to a 95% relative compaction. Material " __1........ ­...I 1_.­ ....... ...... 1448 .,�_­ _� � v;-�,� \ 7� � �� '\', 1_1­111- -.1....._ -\--.,., __,"', -..,.-""""" ___� .0........ ............. - 11 I. "', i� moisture content, including suspended periods of work, until 1 46,-, � / V .. permanent measures are established to acceptable level. . ,­�' , �­,_T s "'i A,""; Ix � 1!.., 6. A registered civil engineer must certify that the improvements,, on no M\ 1� M = ..__ -.1, ­.. t­­­ , ,t�,_ . . 9. No vegetation removed during construction is to be burned on site , , ­�I_'�;111 , i ", . i .__ plans prior to the request for final inspection. When, required, ""� % - , . . . � � ! - If permitted, burning shall occur only on . V_ ­- ; i ,��­�"­`.., , \... . table water. Streets adjacent to the project shall be ­------ I . , ", . , : ­ I , � �_.. to remove silt that may accumulate from construction .­- 1\ _ ,,,,,, ��",�, 1� �1,11,�....�, t ;�11�1 , , . /1%, - \ 11 �_ �,, contractor has the sole and complete responsibility for locating or activity so as to prevent excessive amounts of dust. '1111 t I %......� ...t" j . 110 and for protecting them during construction. ) �­_ , � � ,�... I ._:.�,:"! / S, DA11"' GRADING NOTES _'. ____ __11, 1.......� V_ _- _� , , , ...� ' , - , . . t2.""_1�;,_-_.1 , I . I - _ r. . . Z. , ,, / , " _ �­ ; I_ _­ . ,_�.... �� ....� ��,'_'�;--­i....�t,, - �1�....�' ,��­'� ' �� � - "" . ; L� "I ,_ _� \ \ ,,, .­�_­,j � %....�­­",-­, _"�11111_ I . 1 .&> ",... \ �_ __ __- - I ,,�--�-,:*"i""-",�-,-,,�,,-,t , . 1is ...... , i , � . . , _;;�ri. ­ o . . 1�,� "_.�;_`rl�. -l'' . - , - � , �,,,�- � , 1; 1 . \ .­ 8. Utility companies must be notified prior to the commencement of - , 1 I , requirements and California Building Code, Chapter 33, the � I . , , ,� .�. ___ - and 10 days prior to the start of excavation and shall verify the I . ­. 1-1. �." , - ....... '1� location of any known utilities and whether or not a representative ; _�,111-1/ � . , " .111, I �. ,� - � 9. A City encroachment permit is required for any work within the 11 �.....�11­­­, . _� - on t e job site prior to the start on construction. % � * ­­ -_ -_ -_ I _.......... - loll V3- 10. The City Engineering Dept, may request revisions in the approved : ____ ,%,­-, C"""', . " ." _, 11� �_ __55� ,.0 , /,"", plans to solve unforeseen problems that may arise in the field. from other areas on the site may be placed in thin layers and ^ ls� / , .11" . V _�...�.... Z = M ­ ____...I '.1�_ , _% � (5) 12 r__ - �� implementation. The City shall notify the contractor about any placed on slopes, a key at least 10 ft wide shall be cut into firm � 0 - ���e deviations in the approved plans. The contractor shall remedy the GUARDRAIL AND RELOCATE \11 \ � BEGIN EXIST Z ____ * , U) . .;" natural soil at the toe of the slope or as specified by the soil � 1� �/_%.....I- / / _____ -�� ,q �� work to comply with the plans to the satisfaction of the City INT . , t �-� i ____ ."� �.) 0 engineer. As fill material is placed up the slope, benches shall be i� \ 1.1. -Or ____� ,__­ �-/__ C) �. cut into firm natural soils at regular .intervals. /' > / � . V �, I t. .----- ___.­­­ 0 -, approved by the City Engineering Dept and the design engineer. � i� JVP I / "�­` � . . PAVEMENT SECTION SHOWN ON TY 0 __ -"Ill approved by a City inspector and the soil engineer. I � CURVE ARROW SIGN � " � �t.­I, , ) SEE SPECIAL NOTE THIS SHEET. the soil engineer and approved by the City engineer. I I - . 11 "i.-'i......�,-.,"'�. _­� � "/ Z ­111,1 36 i� � 11 \ I 11 1, - ......... ." inches in compacted thickness, moistened to near optimum i / '�'. � . . .., AD RIGHT OF �� I moisture content, and compacted by an approved method. t � � ta , t � -tr ; ­1 ), � _� I ... .........*..... contractor fails to do so, they are responsible for any error in line EXIST PIPELINE MARKERS, / 7 \ / \ I \ �­%_­­' : i ,-­"' -------- I 11 I _­­. . -­ ___ 11,.,"� 14. Existing pavement shall be saw and certified by tests by the soil engineer, All tests shall be I k!�\ 11 "". � 1 ._,_-, � ; � 51 1, 11 418 WITH 1 FT OPENINGS AT 6 FT �� ,,--� Atascadero Standards and Specifications. The structural section conducted at not less than 1 test for each 18 inches of fill and i . : ............ 8. Soils within 2 ft of finished grade in the street shall be W --------- , � ,% � � p / _:�� 11 ....,I I �_____ preserved or reset by a registered professional in accordance with _____ . - I . w .,,,� / �I,' _'�...... ;-A � ,/' ­,_ -------- ____�' City Standard Drawing #426 and as required by State law. 9. The roadbed sub-grade will be scarified and compacted after ______� U-1 i , \\ � _____� installation of all underground utilities, and before placement of I e _-A- , , 1� , .A �� 110 __--,� aggregate base in order to achieve uniform compaction.' i i I "It".A I ---� , : ! 10. Surface drainage shall not be less than 2% except for paved � I \ .."I'"i.......� " \ . // excavate or any way disturb the ground within 5 ft of a tree i I i I drip-line unless permitted by a certified arborist. I 11­'� :�Xv , \ \�-� i NCL :1: \ \ \ -�!;'..,�`�.... __ . ; r - ------ 1��� T-T � ..".'r,"', " , I... \ J` . ­ ___. ............ _.� a- --�, � i I t .. �._­", I/ N I -1--.1-11- ....... 11. Unsuitable soil materials, rubbish and debris resulting from grading � t . � ­."'.-� �,A\ " , truction practices, that they have complete and so N+ -- ;Z � ��\ . -,i . ., __.�'. i � �...�....�, \ i cons le ** 3: � , .\3 ,� - V I ; ,,, � / "I&O sibility for the condition of the project site during the activities shall be removed from the project site and disposed of _______� I . ��," \;1_1 .A""A' ., in a proper manner. . I, ­i__ i ,, - ,:'1_11111-1 ��­J � . / course of construction, including the safety of all persons and _____� i 01 11 - � �-­ � , ; property, and that this requirement shall applies continuously and 12. Slope construction requirements including terracing shall be i \ ,,,,��,,4�tt�, I t '�, . ; -1111--_ specified by the soil engineer prior to construction of slopes. � .1 _­` , '� ". '. 11 \\ i,,., I agrees to defend, indemnify and hold harmless the City of 13. The contractor shall employ labor, equipment, and methods I . �_.- , "�, ,­1 * N design professional from any and all liability required to prevent operations from producing dust in amounts _`­ ,, .,__-­, ., ... -�_� I - or alleged in connection with the performance of work on the , - ­�­t i I\_­,'�, It I ,-, project, excepting liability arising from negligence of the design causing a nuisance to persons occupying buildings in the vicinity ; .,­,r ", 1,, of the project site. The contractor is responsible for any damage L\ \ I : 11�'I. '"I""J.,_ �\� t_,�, " /" \ \ / 15 MPH WITH RETRO C 18. The contractor shall maintain two way traffic at all times. Traffic ** \ . \ I 'N . I , , :',...�,­', \ � � X \�\ 1%* REFELCTIVE SURFACE 11Z:�) control shall be in accordance with the current Cal Trans Manual Dust abatement measures shall be continued with until relief is � \ \ ' 'I I J".-I'll, , 1 14\\ \1 11 11 5Z) X� granted by the grading inspector.' . ,\\ '\ ," \ ",.71�1 �,,...�-,,.,,�".""^��'�.�,'��"",��\,��,­`�_,\�i'l...1-,"" . / \ \ . -­­­ , � ,�� street closure is permitted without approval by the City. 14. The developer is responsible for scheduling a pre-construction I .1 , 11 \, 0 \ � '. 1­­ , , � / � \ "I I .11 .... X 0 1'�', 'IS *\ \ � I S . '1-1,31ill.- \ 1, , 11 11" 19. Any existing pavement striping and/or marking obscured during ,­-�� i ......... f , ,", \ construction of improvements shall be replaced by the contractor. ENGINEER TO INSPECT AND DETERMINE \ t �x \ �....I- ,\�:: �..x"::�, ES 141�)' inspection at 466-8099 before work is started. THE NEED FOR ADDITIONAL RIP-RAP t I\ _,�,­­­� I I 11 15. A soil engineer shall supervise the grading and certify that all 1. ;...� ....i" \ � \ I. \ ___� , the limited purpose of review in conformance with City procedures 000;\0 J I .1­11-11 . _7:� 4=1"\, ) r ' '� tm� % \ , ; I � `,__�­---�­: - \ 11 grading has been completed in conformance with these plans and it ,__� �_,.� FS . r,-\,�- / ,�, -�,,�� , and applicable policies, ordinances, standards and specifications.AFTER THE COMPLETION OF GRADING i ,I - I , .._,�e�._�,, ,., , ,�, I I I " specifications Chapter 33 of the California Building Code, and the � I i \ ,%\�...�,� - \ recommendations of the project soil report. If applicable, a final . I \ � ­� " of the design of the improvements. Such plan check does not , ___ soils report shall be provided in accordance with Chapter 33 of 11 :1 i'��:�,"FS _�,.­�­­-;", '..;....�,,,_�k­I - , therefore relieve the design engineer of responsibility for the design I EROSION CONTROL BLANKET \ 11% � "I ; \ -, �',k...�,^` . , . , e \.\, I 11 / I *'11� , % \ % � ** 11�\ ,__,v ­"'- � "I�` . __...__ _­...� ., of these improvements in accordance with all applicable standards. (APPROX 1300 SF), SEE EROSION . - � I '� ,/ � ._....... I ,� " .. e_1 �_\ "\' .1 "I. AND SEDIMENTATION CONTROL NOTE! � � _�,� � I ��.,;; �1111'A � �t...........�­ � � ,._, -3. _�\ 1. \\ RECORD DRAWINGS ­`.,:�,� �-­-�.­�" , `�,:ml� ��\�,-., t � , , , / \ 11 \ % Ef . . / , -EROSION & SEDIMENTATION CONTROL I I . ;;;;;.,, , � - 11 k,&. ,� 5 � \ \� 1�� I / i , _1 __ . ,: : 1\ \� . I \ , \ N )d U) , , , '--� \ \ \ .. , I .. N . -�� I � Refer to Improvement Plans for LOS ALTOS ROAD - CURV A� VC=8, 1 \ \ \ "' _i - - .- I'll, ,�,11� I*"" .% '. ,� , / \1 \ 11/�' `-, 1",,, 0 LLJ I � I "I 11 \ 11...._.- 06 . _;,_.-i­'K-3, \"". .C�l 0 1\1 \ ** 1.111. , a V) 0 \ - . I I' ll '. ,�� � + : . \ I V W 11 \ " ,& ; ; < I 1 � N\ `,' , 11 " "1 425. ES S P E C I A L NOTE ; . : \ - �! ,+ : '��,\ . \ �_111 , , __ 1�1 � + :� II, C, � ",� ---,:z ,� ' 1%1�, ­­­­ ., ; : F-'­3t........� , _\\\,��,�� 114 ........ ­­1111 1 424-­­. ", STRIPING PER MUTCD \ � : 11�1 ; ; � I / - �_ 11" I - ,, ; � .......�......-�....... ­­........­­ ­(;n-­­:;............�.................�.......­­­­ ­­­­.- \ I \ \ - E�-- 11, ., , I Z� ; : N\�� *�\ \ \** T .1­"t-11-11.11,1111.I.I.."�11.1-11�l;l�-11-11-�,�.,�.I 11.11111-1­1.�_11­1­1.111111 11 11­11111­11�11­­...11.11................1.111--........­­­­....�............................­­­­...I-..I I ,.,. \ _11--......�.....­­--i............................­­+­­­­­­..--...�...... ....;­­­...­­-.1-1-1-1-11-�1­11 I I , A ; : I : � I .", X * \ � N 1"', ' - I_r_ __ _:__,_,___1_1SJ_ \ ,\, \ . GRANITE DGE ENGINEE N ROUP __-------I-------�--l-�-�_.�,-,-�,��-."�,-,-,'.---,,,,-"-."�1-1--,:� ; � ; I ,11, I � ; . � I � : ; ; I �; \ \ \ \ � \ 1\ 8679 Santa Rosa Road, Atascadero, California 93422 (805) 835-3582 _­1_­; _/------------+___-­_­_1_­...-L.,-------,11­­...;,�-�__,.,.__,_._.,,,,._,,;"","",-,----'--"--': t ", -.........­,". ..."." ,),\, ,\\ I \ . . vrArS : � . :____­1__­__­­1­ � . ­­­­.." . I � I : 1-1 : i � : ; : % . "_� , I .......1---l" 0 Np- - � ; � i � : � , �116 ... '\\ 1_� X 'I-, "I"" �,�,\ " � � : � � � ; It ; : I \ / 1__\ \ \ � ; � : i ; . 11 I * '__� `,..,_,�, '\\ I-, / -�, `-, \ I 1, __ �_._ _____.__.___,_ ,-,--,,,,,,,,-,,-,---'--------:�----'-�-11-11-1-1-1l- ; %. / \ � , ­z6-0--­­- ; : i ! 1-1 \ \ *## 11 � i ;. ; : i ; 1\ ,\ I 1. 1, �t i : i � I I , -,, \\ Q� ,�, \ I \ ,; LOS ALTOS ROAD CURVE #2 1 � � i , 0 " \\ I ; : � ; ; ; : � �� , I :J- � I-% i , \ I I i i U_ r'-� [ % \ \ I /0,"�/C'�'�</;� `__� 11".". -..... \, / _V -,, , 1\ \" , ; GRADING �1� . 2A2t=. fmammmm" _11­1........�...�.............-, N 1 '.6 ; i + -f x,** ,­ \ "\ - 1-TR - ; : ­­­..........-------------�:­1___­_1­_­__­ -, \ \' , - ,q - � :1 .- � � I . APPROACH PER CITY �,0,"", " '1� -,, ,,\\ \\� / ,,, ,� \ . \1........./ WIDENING IMPROVEMENT PLAN � . 6),11........ ; : I '1� . . ',,,,/ \/ : : � . """"" ',� I I- ��_ � ; � �,�, � < ; , _', " ; : V. � ; � -1 ; ::.: . "'11-�-11*_ _­11, -,, -, '1� I \ . � - N : 4D ,� 11- . 'I�11.11�,,�11.11.1.1��,�-1111,�....t.................................... I...\f I . /-,\/ % I ; m ; � � t ; I 11-\ Design/Drawn Plan Checker APPROVED FOR CITY REQUIREMENTS , : * 11 , ,.--".-. / e i" ""' ­­ ESTIMATES � i : . ; I I : � : . t\ .,., � .1.11, .! 11- : � : 11, ; I � . \/ "", ... " -\\ --\ 11 , . i ; : q � '\� __\'\� I DENNIS IN W11 ��X -'Ass't City Eng- David M At%RCE 59384 Date ; :I : � I Pavement Area: 2,170 SQ FT , '___,i11# ,_..,_ �,_� -, --, `rs I 6i" W-113L" FINAL PLAN SET SUBMITTAL SET: 01 FEB 2013 ' _-- - . -_-__'____�-- __ _ ____ _ __ ____-_- __ -_ __� ' - _- _� ' - _ _- _______ __ __ �� �� _ ' _- _' - _ ' _ ___ ' - 11 - _' ' _ - `' _ _ �� _-- `