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HomeMy WebLinkAbout2011 - El Camino Real at Viejo Camino 1 2 3 4 56 7 8 9 10 . 7- T. IMPROVEMENT PLANS FOR A A CDBG SIDEWALK BARRIER REMOVAL PROJECT # 1 0805 - # 10995 ECR PROJECT L OCA TION B B OR P P C SACRAMENTO O� LL W SAN FRANCISCO FOUNDED O D 'is7a° N a L Q MONTEREY , , D � y gpCiNA F' � ATASCADERO .SAN LUIS 081SP0 \` /� Q \ � O •t05 ANGELES / D _ � ' D SAN DIEGO �� ,7� tooloo CITY O F ATAS CA D E RO VICINITY MAP NO SCALE oPo COUNTY OF SAN LUIS OBISPO , DIEGO j 0 w E STATE OF CALIFORNIA E a = J � LOCATION MAP � 0 NO SCALE L.1. Q m F F w w GENERAL NOTES SHEET DESCRIPTION a W 1. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR RECOMMENDED FOR APPROVAL: C1.0 COVER SHEET °�- co PERMITTEE TO CONTACT UNDERGROUND SERVICE ALERT U.S.A. " AovmwoftDATE: TOLL FREE AT 1-800-227-2600 FORTY—EIGHT (48) HOURS C1. 7 DEMO PLAN 1/12/2011 PR/OR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, C2.0 PLAN VIEW AND PROFILE TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FAC/L/T/ES. � DRAWN BY: CONTRACTOR OR PERMIT SHALL ALSO CONTACT THE APPROPRIATE DAVID ATHEY, C.E. C59384DATE C2.7 PLAN VIEW AND PROF/LE L CLARK AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRA INA GE DEPUTY PUBLIC WORKS Dl CTOR C3.0 X—SECTIONS OR UNDERGROUND FACILITIES CHECKED BY: 04.0 DETAIL SHEET DA/RT 2. THE CONTRACTOR SHALL POSSESS A CLASS A" LICENSE AT 04. 1 DETAIL SHEET THE TIME THE CONTRACT IS AWARDED. APPROVA Fire NO.i LocnnoN: C4.2 DETAIL SHEET G G /E/CP/CCP/S/CDBG{!10$05 ECR Z.+ 1 � SPECIFICATION NO. ROSS THOMPSON, C43069 DATE LOCATION MAP PUBLIC WORKS DIRECTOR SHEET NO. clso 2 3 4 5 6 7 8 9 10 1 2 3 4777 5 6 7 8 9 10 f ul F . z s � ARE O\6E EJUSTING AC -4.4 ' �, ► ,, '' REMOVE EXIS 0 3 9 AC 3 a1 3 � NZ REMOVE POST RP-MOVE,POS-f O TSS _ _ .,_ '' -4 ( � , .4/ C� IRON PIPE e h 3 3 2„ _ = 944 ryb w 011,1>1 �� �► >- -. MONUMENT �' w st 9 �� RELOCATE FIRE HYDRANT — 3 X I ,, ,, 3 PROTECT 17 SEE DETAIL ON SHEET C4.'! ® 1®'3 �� �► -410.5 x ' r"' 1 D,3 3 '' 9 ,, '' :► IN PLACE _.. 3 PI,OTECT�JP fN 0 ACE(TYP}'� y >. „ - PROTECT JP IN PLACE(TYP) v -_ " „ _ A ? _w_ �. .. . --r-4---- mow..... .............u..e. .rr+*wrrr /' �,� ', '>; / °:�, �� ..'- ;k,�6 � v.!y; ,< �C - �R1f 74 ����� y _.._, ._..._.__- --------- _ ;._ `'' y, ^���..�r �-:Y, y. F,.%Z"� x" .. �Y�:��i^f„ ................. .___.__.__-_. ._., �-` ,._...w ..___ ,r , : OST P ----- REMOVE � EXIST C,G&SW ........ _ �( ..__-._ - 941 _._._., EXIST4NG RED-CURBYSTRtP NG B '` - 1' TO REMAIN(TYP.) r -- ,. ,XxY';<Y,"? h.X�\� 'Y ,v k"I - .. f , , y, �Cr '�•�., ... V n / PLACE C _ X{ �C x - X ,t. r N, (, �,r,.<n Y. � ^ ti C r e r� <xK ..v .i � ^a^: ,x 2 PRy'y�'� ;, � v � � GL r v'. �,Cn ?, ,�. ,X .X •i�?<: y`l`7., / ,'� '1" X Yti �" RELOCATE WATER METER SAW CUT SMOOTH 2"PVC WATER -__-.1._ \_ REMOVE SIGN POST NO JAGGED EDGES TO NOTES: 6'EIRE _ THE INSPECTORS SATISFACTION LATERAL TO REMAIN V U-RE-USE W n CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL Z TIMES. TEMPORARY CLOSURES SHALL BE COORDINATED WITH S 0 9141 y_ THE LANDOWNER AND THE CITY TWO DAYS PRIOR TO INTENDED SAV�C -' CLOSURE, ~4" f� NO JAGGED EDGES TO REMOVE EXISTING AC, SAW CUT SMOOTH THE CONTRACTOR MAY BE REQUIRED TO BRIDGE FRESH PCC THE INSPECTORS SATISFACTION INSTALL DEEP FILL NO JAGGED EDGES TO AT DRIVE APPROACHES TO MAINTAIN ACCESS TO PROPERTIES. -�-`-~ 2'X20'SEE SHEET C4 FOR THE INSPECTORS SATISFACTION 942 6"FIRE LINE DIGOUT DETAIL CONTRACTOR SHALL BID ACCORDINGLY. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS SHOWN OR REMOVE EXISTING AC ff. _ NOT SHOWN ON THESE PLANS. ANY DISTURBED MONUMENTS SHALL BE C INSTALL DEEP FILL 5'X15' _ -__ RESET AT THE CONTRACTORS EXPENSE. C SEE SHEET C4 FOR ^ „ ����„��-- a RIM EL=941.38' 0 DIGOUT DETAIL ____. __.,. uj Raw= 0 YELLOW STRIPING AVI y J u D SAWCUT PAVEMENT AND CURB CLEAN TO D ENGINEER'S SATISFACTION REMOVE MANHOLE COVER AND RING. ADJUST TO NEW DRIVEWAY SURFACE REMOVE EXISTING DRIVEWAY AC AND BASE .,_..."........._._. AND CURB TO BACK OF DRIVE APPROACH t ” i k I REMOVE PCC C ADJUST MH � COVER TO GRADE j REMOVE EXISTING TREES REMOVE EXISTING TREES REMOVE EXISTING FENCE TO RNV r INSTALL NEW END POST i r E � / M1 SAW CUT AND REMOVE ON LANDOWNERS PROPERTY E """"'� < EXIST.CONC.SLAB AT ROW r n <ob , MNr43 t / ::9t �` - PROTECT JP 4N PLACE(TYP) Q` � t10t r 3AB PPIP "ABS PROTECT 9 �V T 'URB T_Q BACK OF DRIVE APPROACH "_.: =="- r 'q - 2> � �� _ REMOVE CURB TO �� " > n REMOVE EXISTING 3.5"LO TREE R T PI_ . _.P--.. � allt N P SLY } EXISTING RED CURB STRIPING Q P BACK OF DRIVE APPROACH _ EXISTING RED CURB STRIPING .� __._.•..__--- '-- ° PROTECT J LA E.. ,' T0 REt9AIN __ :. o. b> Y.;' \ -- TO REMAIN(TYP.) v CE 7/ v > 4 s b u b• D.v rD E n q . _ 6 _ 937 v,71 .. fit 7-777-77 TP X �s q b , .s .., v. q .. • D e .. .. v 4. D a .D.a B W .....-+...... „ b r. e n r n> w X.jY, y�y , h SAW CUT AND REMOVE _q39 ,.._.,_.._._.-m__.. _._r, 1p 10 FEET OF EXISTING F PROTECT IN PLACE SAW CUT AND REMOVE F Wt 10 FEET OF EXISTING REMOVE AND RELOCATE PROTECT DRIVE APPROACH SIGN SEE SHEET 2.0 FOR LOCATION q�!}' CURB&GUTTERE- Z W CURB&GUTTER .� � IN PLACE c.� „j > BID ITEM#TS-3 w 3: 0 0 DEMO AC-2'DX10'W, 0 _ " r( REMOVE 2'X10'WIDE AREA SAWCUT CLEAN a to DATE: AND GUTTER. SAWCUT CLEAN 1227/2009 DESIGNED BY: DMA 01 .W.,...,,.....,........ DRAWN BY: wv DMA CHECKED BY: DA/RT E L cAmIIL\4'0 REAL FILE NO./LOCATION: G G T/E/CP/CCP/S/CDBG Scale: 1"=10' SHEET NO. ■ 1 2 3 4 5 6 7 8 9 10 -__- _ M.__,_.. __ ,____ .. _. -- _ __ _,__,__ _ _.._.____, ------------ _ ___ -_ _.___.-----------_ -------------, _ _ __ _ __--__-_-_ ---------.-------_ _.------------ 1 2 3 4 5 6 7 8 9 10 0 A CL a Co A o � MU IL � CN z DRIVEWAY TO#10995 U. 0m am 0 � � M1=- VILLA MARGARITA Om Om Oca dm 4m I-- v F- 0 ww N•. 0 SOU � v o 0 z 0 z z TOP OF CONCRETE AT Z rn 0 © (� m (� �, U 55 H- �;,. BACK OF SIDEWALK m M ~ � �- M �=" •" w °gym °gym -j 57< -jX Cid0 ay Co rn � w w i w I.0 w TOP OF EXISTING CURB -jX -i X ww w ww wL _ _ . �. _ ___ - 944 943 _- TOP OF G DNCRETE AT 942 BACK OFSIDEWALK 941 B ------------------------------------------- -- - -- -- - - EXISTING DRIVEWAY -- - - TOP OF EXISTING CURB 940 B -- -- - -- - -------------------------------- __ 939 __ _ _ - - - - - - - _- _ _.... - 938 937 936 935 934 0+50 0+25 2+00 0+75 0+50 0+25 1+00 0+75 0+50 0+25 0+00 BEGIN NEW SIDEWALK PROJECT PROFILE OF EXISTING AND PROPOSED LEGEND HORIZ. SCALE: 1"=1V all all EDGE OF PAVEMENT 3.2511 VERT. SCALE: 1"=5' C - -"- CHAIN LINK FENCE C 0 SIGNAGE AS NOTED sea" p SIGNAGE AS NOTED R=1/2p R=7.5" 211 L.G.. DCV DOUBLE CHECK VALVE 5" U. uj WATER METER R=1/2" 0 Q w WOOD POST JR=12-� ° O *UP UTILITY POLE 61# °O O a Cp0C )o 0 8+# © (� ° 0 0 � .•� o JP JOINT POLE o q ao 0C✓-,*Do O p C 0 o O _� `� off.©�o � ° 0 ° HV HIGH VOLTAGE PG&E BOX p p"7C) 0th D oQ 0 © oU O o O PHONE BOX p oa TR TREE •PIV POST INDICATOR VALVE .3"ABs W PLASTIC PIPE DETAIL - ROLLED CURB Wjj DRAINAGE INLET NTRACT R T VERs EMENSi N IN FIELD ., ' �,] CONCRETE Tc=s�ao.s3 NOTES: Fs=s�o.22 ABREVIATIONS "L GRASS FS=940.76 TS-TOP OF SIDEWALK D �, TC=940.41 CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL D •I F94n_gs FS-940,86 BS-BACK OF SIDEWALK TIMES, TEMPORARY CLOSURES SHALL BE COORDINATED WITH "it MATCH MATCH TS-TOP OF SIDEWALK =® 0. TC-TOP OF CURB THE LANDOWNER AND THE CITY TWO DAYS PRIOR TO INTENDED FL-FLOW LINE CLOSURE, INSTALL 2"AC OVER 8"OF GL-GUTTER LIP NEW CONCRETE CURB MATCH n CLASS II BASE PIP-PROTECT IN PLACE EXISTING CURB PROFILE, y RNV-RIGHT OF WAY THE CONTRACTOR MAY BE REQUIRED TO BRIDGE FRESH PCC SEE DETAIL THIS SHEET) SB-STACKABLE BLOCK AT DRIVE APPROACHES TO MAINTAIN ACCESS TO PROPERTIES: NEW CONCRETE CURB(MATCH FS-FINISH SURFACE CONTRACTOR SHALL BID ACCORDINGLY. EXISTING CURB PROFILE) INSTALL NEW END POST FOR N I CHAIN LINK FENCE BEHIND RNV START STACK BLOCK(SB) <0 Q MINOR GRADING BEHIND CURB 2:1 CUT ATTACH CHAIN LINK TO FENCE W L0 Q`Q BEHIND BEHIND SW TO POST W I j 2:1 CUT ROW(TYP) ry r.... W s.J 2:1 CUT BEHIND BEHIND SW TO ��'` BEHIND BEHIND SW TO 2:1 CUT O U. BEHIND BEHIND SW TO ROW(TYP) d~�` ROW(TYP) • Q� LL O I-- ROW(TYP) RM --943 * � "°�--- uj W 1+11 END SB BLOCK WALL - TREES TO BE 2~ b ••_•e E INSTALL SB BLOCK `�` RAI ING WALL � - ry REMOVED ry "" • -J RAq- p /A SEE BID ITi M 12 -. -"' __ --' ,� 9PROTECT q�� c�,d .� _ 1� - `� • p<, e�a _ Q *� _ _ ------ .,,,....-r"• ^"`•.. •.,--...,. -,.-...•—^»•- ..— _ .,.....,..... °D ^ A ga. °'4 _ D °D ° aD a _. .. .. . .. ° '•p >. . .. !` P .D �.a •A P aD A a m. n A D e P a ai e R D 6 D a P° P :1. D P' D' •A D P n'A.. .. , ° Aa P e, n D A D•. A qA A O ba. D b D A A e 5 A L�.a Aa > e ° a • P b ♦ P a P y P i d a p. e f^..°' ..._ .. .P a 8 .,a .. -. ,...-✓""' r P. d ° a ° a s' a ,. •° .. p ,D s a ti D ♦ ae P `A a 'D ° P P F D P. Da ° e.a a P P a 0 — p a > < a —.. p P P D .A A+ D' a ♦ + a ° e e a m P'.p a m e•a a ° a o' r > n u i' 2 EXISTING CURB&GUTTER EXISTING CURB&GUTTER(PIP) AV EXISTING CURB&GUTTER INSTALL NEW PCC SIDEb.riLK SAW CUT AND REMOVE INSTALL SB BLOCK 10 FEET OF EXISTING 0.00 RELOCATE SIGN�EHIND WALL AROUND UP MATCH TO EXISTING C&G 10.00 EL 937.31-0+00 BEGIN NEW SIDEWALK CURB&GUTTERS RIGHT OF WAY EXISTING SEE DETAIL ON SHEET C4.1 MATCH TO EXISTING SIDEWALK ,,,�+ INSTALL NEW PCC SIDEWALK INSTALL 10 FEET OF DRIVEWAY PCC RAMP < PCG CURB&GUTTER REPAINT RED CURB AND C&G MATCH TO EXISTING C&G ~� TO REMAIN PROTECT STORM DRAIN INLET SEE DETAIL ON SHEET C4,1 REPAINT RED CURB DURING CONSTRUCTION BID ITEM#TS-9 INSTALL AC PATCH BACK ui di F SEE DETAIL C4.0 MATCH TO EXISTING RAMP INSTALL AC PATCH BACK F ~ w 50.00 SEE DETAIL C4.0 Z w 0 o w -INSTALL 10 FEET OF DATE: N z PGC CURB&GUTTER o a 1/12/2011 RIM 939a84 z O DESIGNED BY: a z L. CLARK �w L CAMINO o�= DRAWN BY: x w L. CLARK 4 � O CHECKED BY: O N C> Q O DA RT FILE NO./LOCATION: G G T/E/CP/CCP/S/CDBC Scale: 1"=10' NOTE PLAN VIEW SHEET NO. 1, HEIGHT OF AB BLOCK WALL WILL VARY ACCORDING TO EXISTING GRADE. 2. CONTRACTOR TO BE AWARE OF POSSIBLE EXISTING UNDER GROUND I 2m0 IRRIGATION LINES. 1 2 3 4 5 6 7 8 9 10 ___ _ . .r w_ _. __ __. _ ------------ 1 2 3 4 5 6 7 T , 8 77 9 10 A DRIVEWAY TO#10805 DRIVEWAY TO#10805 x A DANISH CARE CENTER DANISH CARE CENTER U. 0 = 0L1. a 0. O � Oa. � NEW PCC �O © NEW PCC p � * z C 4 U O U I- DRIVEWAY F_ vi DRIVEWAY � {w RAMP � 0) p 90 C� � 0 z RAMP 0 � 0® +m w cs� � � Fz`- !o FZ-., 6) rnp c� 0 � z wo- � � X � TOP OF CONCRETE AT TOP OF CONCRETE AT w nom. w CL _ —TOP OF PROPOSED CURB w w w w BACK OF SIDEWALK BACK OF SIDEWALK 944 — �- 943 _�_,._ _. ._..-... .... ..._..... .. ...- _ __.... . . ,___.___ 942 - - --- - - - - ------------- 941 -- -- ___ _ _- -- - - - - --------- -- 940 — ------------------------------------ s=0.80% - - - - - 939 938 ..-._..__. . ... ._.�. .. _� ^ 937 936 --- 935 934 U pe 0+25 4+00 3+75 3+50 3+25 3+19.40 3+00 0+75 0+50 a � W W ( ag � °' mow 04 0. aXclt- � ,�- + z =) _, r � � _ "qrw0Q � w MZcm0 cz N m U M 4p PROFILE OF EXISTING AND PROPOSED + w C HORIZ. SCALE: 1"=10' C rro�s: VERT. SCALE: 1"=5' 0 AB VlATlONlS -rR�Fs,u wax r.[M MAMOR,NAS cz Li. W 0 o Q U ABREVIATIONS NOTES: u TS TOP OF SIDEWALK DRIVEWAY TO 10805 ECR BS-BACK OF SIDEWALK CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTIES AT ALL T5-TOP OF SIDEWALK DANISH CARE CENTER TC-TOP OF CURB TIMES. TEMPORARY CLOSURES SHALL BE COORDINATED WITH Lu FL-FLOW LINE THE LANDOWNER AND THE CITY TWO DAYS PRIOR TO INTENDED < 4. Q GL-GUTTER LIP 0 DRIVEWAY TO 10805 ECRQ` `s -""'� `� � PIP-PROTECT IN PLACE CLOSURE. DANISH CARE CENTER IVEWAY TO#10805 RNV-RIGHT OF WAY D ' -'` -�" °- FS-FINISH SURFACE THE CONTRACTOR MAY BE REQUIRED TO BRIDGE FRESH PCG D . DANISH CARE CENTER AT DRIVE APPROACHES TO MAINTAIN ACCESS TO PROPERTIES. 0., ... t � '`'f o � CONTRACTOR SHALL BID ACCORDINGLY. EXISTING DRAINAGE �.0 2"IRON PIPE vs INSTALL2 AC OVER 1 MONUME�T'SAWCUT DRIVEWAY 8"OF CLASS ll BASE PIP Q 11.5 FEET FROM BS SAWCUT DRIVEWAY 12 FEET FROM BS MATCH TD EL 942.15 `' _ MATCH FS EL 942.96 MINOR GRADING 944 2:1 SLOPE P " 1 - C� ) INSTALL 2 AC OVER r� d ALONG THE BACK OF " / a GRADE TO DRAIN ' r w 8a CLASS II B,A.SE-MIN. W SIDEWALK. _ :a -- '. INSTALL NE CC WALK /� SEE DETAIL ON E C3 --�-MIHOR.GI ADD-I G BEHIND-MEWKL 0 („L 4+13.67 ENO SB WALL �-- � A5 NEEDED.2:1 CUT TO ROW MATCH FXISTING MINOR GRADING 3+46.27 END SB WALL �--- �[ � O 3+64.59 BEGIN AB WAL EL 941.84 . FL=940.30 RIGHI Or ____ -r'" C Q 0 E EXIST.C G&SW P °P ° , ° ,P ➢A. °n °. w E 'p . . .P• .. e P — 4 --.CA ° ... 'e De °� R' A °D° D. A' .a. .p P .. p ,.D TS �Y 1•',{�].i/(... •r' e _ fig {gip P ° p .A. °B . ,,;�.....-+^. p f, •° `TS-9'40:994' .,.` dN51`,F1L:terN SIDEWALK;�° > . D° w • w .. a .p 'M A D°� D n A 1 w� a P n yy r .° Lij Q•� T0=941. °G '{ � (Np�° 9� ° e .n D P n p :e a. .`^—•- p .. b D. P' D n f A. ° D p :t .• .. p.e r 11��" 'SiET 4, TIDWG 510°: D eP °e r ° PAtL�tIRFa) P° e P > A P D 'rEL�940°�. �.a° p P �. {..^�fl.4ry� °?° � O� .. M e • •e' P a ° � P P n e O > ° P• ° �T�-1�4p,47> .MATER IST�jC'.CURB Emma w � � :° -- r ^ . a" 0. h— -- W n . a .-.. . ... r.- - - -,. _ ...,.... _... E.,,-,--• -. ,T Y ,-�-'T.�. ,..1 t+I r� -t ,I - - a-, t, f . _ fi.. r+:i$- �+ r s + -r + -� r k + '—' .., r^ r F t : .}. .. .r r-� -` -! r .. r ,. .. ....� -� �' - '- •'Yt .�. .j t. .._i rt k - - k 't- -{� 71 - .� 'f i, $,s- } V J . A r . � ExISTING cu (� W INSTALL STEEL SIGN POST !i /i. !i!i !/'/' !!i TO REMAIN / // / // // / ///j/ 2' 2' : PAINT RED CURB FL=939.99(MATCH EXISTING) > AND SIGN INSTALL NEW RCC CURB 18"FROM CURB FACE 18.3'NEW PCC &GUTTER INSTALL AC PATCH BACK ``�- � • ..,,.,,,_ DRIVEWAY RAMP , .. - DETAIL ON SHEET C4.1 2+93.70 � �r SEE SHEET C4.1 BEGIN NEW PCC --- CURB&GUTTER RELOCATE FIRE HYDRANT RELOCATE WATER METER `"" --__ ��_ . -- - 94 MATCH TO EXIST. Ll. 18.3 NEW PCC PER AMWC SPECIFICATIONS O Q.. SEE DETAIL ON SHEET C4.1 DRIVEWAY RAMP 50.00 PER R22 SHEET 4.2 INSTALL DEEP FILLZX20' mm _.,: W _....., SEE SHEET C4.0 FOR a DIGOUT DETAIL �d �.`"..`_ INSTALL DEEP FILL eX20' +'c., �W co 942 SEE SHEET C4.0 FOR ¢o� 40 F F z w DIGOUT DETAIL h- -i q h �- ��2 ..,.,,....,,,,,... a � � "tea W ~ �`�"- Y CAMINO REALCL (1)zw O + > _"``�- -`°`_~-- _ _ I" W DATE: QQ2 �"�� z � 1/12/2011 a -- wc ¢ cb YELLOW STRIPING `i DESIGNED BY: d° N c7 ui c o L. CLARK �+, ,j © e� p j Q DRAWN BY: �v � __.. .._—... .._... --� L. CLARK CHECKED BY: DA/RT FILE NO./LOCATION: Ci C T/E/CP/CCP/S/CDBG Scale: 1"=10' SHEET NO. PLAN VIEW — C201 1 2 3 4 5 6 7 8 9 10 om_ 1 2 3 4 5 6 7 8 9 10 0 co 0m �. � 0 � 0 N U a- U C� vi O W A dm � - Nw Mo A Col) ww o0 050 ar M I'" „J LY W tL w a- X ww oj TOP OF NEW TOP OF NEW o SIDEWALK SIDEWALK TOP OF NEW RMI SIDEWALK R/W TOP OF EXIST. TOP OF EXIST. ND TOP OF NEW RTOP O EXIST. MI SIDE --GRO`UfJD 943 943 943 RMI 1 _ -- 941 — _` �-V ---------�- 941 C' 941 TOP OF EXIST. - 2� Z. B GROUND — _ - �,, ' - - - - 939 939 __ 939 2 937 937 _ _ _ 937 937 935 935 ------ ----- -----935 935 l X SECTION 0+00 X SECTION 1+50 X SECTION 3+00 X SECTION 4+00 U. LL Co O u_ am a. aw ro oU � w . 0 C C 00 M � as0 0 � M � 0 De ww 0) _n wo- ww U. w TOP OF NEW ao TOP OF NEW SIDEWALK SIDEWALK R/W �- TOP OF NEW __ _ _ _ TSP-f�F T. uSIDEWALK R F IST. __- ND V) RM/ TOP OF EXIST. , 943 943 < 941o ------w __ 941 a 1.5/ _ 939 :: 939 939 D � 937 937 ------ 937 935 935 935 X SECTION 0+50 X SECTION 2+00 X SECTION 3+25 F- u_ W -I o CL O 0 0m ° o w 0.0 co W U)v 'r" a ..�..! E _ ,d 1- 0 z M � � X WCL C.� `''fir O W W "" F.. TOP OF NEW 2 L(„] TOP OF NEW TOP OF NEW SIDEWALK W (/) SIDEWALK SIDEWALK N TOP OF EXIST. R/W TOP OF EXIST. x - UND W RMI TOP OF ST. 943 943 -- 943 _. Col 941 =---- 941 G____- - 941 < Co 939 a. -- 939 F _ _ ___ �. 937 937 937 w , .M. �. O w w z 935 -- 935 — 935 a DATE: �. ... _ ._ .. ___. ..__......_. ..... 1/12/2011 DESIGNED BY: X SECTION 1+00 X SECTION 2+50 X SECTION 3+75 L. CLARK DRAWN BY: L. CLARK CHECKED BY: DA/RT FILE NO./LOCATION: G X SECTIONS G T/E/CP/CCP/S/CDBG HORIZ. SCALE: 1"=10' Scale. VERT. SCALE: 1"=10' SHEET NO. C300 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 A A z 0 a5 w B B s C C 0 w U. L.li 0 0 Q r� U D D U W O LL' W E E --J W Q O Z W tL C] W LL C.L �C m w F w DIGOUT& REPLACE O w WITH 8n HMA a c=n DATE: 1/12/2011 DESIGNED BY: L.CLARK DRAWN BY: I SAW CUT EXIST. PAVEMENT L. CLARK TACK COAT ALL VERT. EDGES CHECKED BY: RECGMPACT SUBGRADE REMOVE ALL ROOTS DA/RT TO 95% R.C. OF AASHTO T-180 FILE NO.1 LOCATION: T/E/CP/CCP/S/CDGB G 6" DIGOUT DETAIL G Scale: DEEP FILL (NTS) NONE SHEET NO. ■ 1 2 3 4 5 6 7 8 9 10 __-- __,__ _____ _- _—_- __._._. _.,..._..._.a __-__—_ ________.__ m __m_. ..,A __._. ._ —_.__ r_ _ ___ _ ___.__._ ----__---------- ____._.,-__._a. __ _.—__ 1 2 3 4 5 6 7 8 9 10 e A 5 C A p 1811=21" 4' CLEAR A P F SEE NOTE 1 P � o _• .e '.i•�_,`.;�,s.L•'.'.$ •�' :4 ♦...a•yet•: •+,•Lsy WATER ojO UO in FIRE HY RANT LOCATION WITH SIDEWALK NOES. 7' MIN. Q y OUTLE7S 1. FOR INTEGRAL SIDEWALKS OF LESS THAN 6' WIDTH, HYDRANT SHALL SIDEWALK INSTL. Q APPLICATION 2y 1%2" 4 ��2» BE PLACED BEHIND SIDEWALK AND BE 12" CLEAR OF SIDEWALK. (WHERE REQUIRED) REWMW77AL 2 1 2. RETAINING WALL MAY BE REQUIRED FOR CLEARANCE. COMMERCIAL 2 1 3 FIRE HYDRANTS SHALL BE A MINIMUM OF 5 FEET FROM DRIVEWAY APPROACHES OR OTHER TRAFFIC HAZARDS MULTIFAMILY 2 1 1 4. HYDRANT LOCATION TO BE APPROVED BY AMWC ON PLANS AND IN FIELD. �" STD. OPITONAL 1 2 5. FIRE HYDRANTS SHALL BE IN 7HE RIGHT-OF-WAY UNLESS OTHERWISE APPROVED BY AMWC. 5 NOM. OUILE'T REQUIRED BY CDF IN COUNTY IRON GALV. B . - ; `t"�': � TAPE COAT CT OR EQUAL COLD APPLIED COATING FIRE HYDRANT LOCATION SCH 40 PIPE g IN TAPE FORM AWWA S7D. C209 w 2 :•, it '•s ,r4 • . .'..i.!� i_^!� _+�V' �•.:ir: i• - �i ' . \ \ \` 177 TO . a" �:4 : :•d; " :,; ., RY PACK � TRACER WIRE CONNECTION DETAIL i Y�. :f:. 'f »x•s• r� ••t�M.-•H�:,. ••_. •_„•-. N rs UNDISTURBED EARTH - � . :-'�• . CONCRETE MA 7ERIALS i SEE DETAIL NO. 100 FOR APPROVED MA7ERIAL5 `° w •t,i. I a �8" MIN. ` ITEM COMPONENT NOTES M . PIPE PIPE SIZE BEARING SIZE` APPLICATION ABLE UNDISTURBED SOIL 1 fiRE HYDRANT ` ° " t SEE DETAIL NO. i09 FOR LOCATION DETAILS 1" 12 15 S F 2 THRUST BLOCK SEE'DETAIL NO. 116 MIN a ' 10" 11 S.F. SEE DETAIL NO. 110 FOR 3 PLUG INSTALL ON DRY BARREL HYDRANTS 8" 7 S F. SIGN P INSTALLATION D BOX DETAILS 4 14 GA. TRACER WRRE 6" 4 S.F. •' : ,, . .-, g '� 4" 2 S.F. :: �.•. , - �•'.: 5 BREAK AWAY BOLTS, 5/8"X3' .: '• ''.'•,.`:,., SPLIT IN SWIVEL GLAND SHALL BE T OM "' - �, `:'': :: •_: 6 TAPPING SLEEVE SPLIT IN TAPPING SLEEVE BY ONE 8(XT POSITION P S C A D REVISIONS APPROVALS C ("� t 'd'•• "' �4' 7 TAPPING VALVE SEE DETAIL NO. 110 FOR VALVE DETAILS P� �'o DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 `✓ i - ° �^ AO No.4 REBAR•-12" 0.C. 1. 2 1/2" OUTLETS SHALL BE NATIONAL STANDARD HOSE THREAD. EACH WAY tt 4" & 4 1/2" OU77_ET5 SHALL BE NATIONAL STANDARD PUMPER 7HREA0 2"MIN. -• W LOCA = $ REDUCER SIZE HYDRANT TYPE AND 170N TO BE APPROVED BY AMWC AND ATASCADERO ' •- •-• o IRE DEPARTMENT OR CDF. a w LARGE END SMALL END BEARING AREA 3. AU -WeDRAN�•�-M-BE-W,�T.BARREL`, UNLESS OTHERWISE REQUIRED _.._. 12" 8" 9 SX BY AMWC A . . 12" 10" 5 SF. MAX VARIES R/W 4 4, ALL HOT-TAPPING 4F EXISTING MAINS SHALL BE BY AMWC 8" 6" 4 SF. o .__j u 5 MAINS OF EQUAL SIZE SHALL NOT BE HOT-TAPPED. TEE SHALL BE R' " 1 � P.C.C. SIDEWALK V) ••'�z• CUT IN, IF REQUIRED BY AMWC. UNDISTURBED 3 MIN. iV EARTH NO TE. Q d ;; 15" 1. BEARING AREA SHALL BE AGAINST UNDIS7URBED SOIL. To 0 o =' '' P.C.C.CURB 2% ~ WATER MAIN 2. ALL BOLTS AND FIT77NGS SHALL BE COVERED AND HYDRANT p p {` UNDl57URBE0 TAPED W17H PLAS77C WRAP, 30 MIL. Will /WIN 4 O ;' SOIL J. CONCRETE SHALL BE CLASS B, 5-SACK. . :4 s'• P A p DOWEUREBAR(SEE NOTE 3) D p c moo _\s��� STRUCTURE BACKFILL D BEARING AREA DOWEUREBAR(SEE NOTE 3) . K �• q 'T'C�•b PIPE 11-114- 22-1/2' 45' 90' FIRE HYDRANTS WAS a a A' n SIZE BEND BEND BEND BEND -P. 12� 3 S.F. 6 S.F. 12 S.F. 21 S.F. INTEGRAL CURB AND SIDEWALK 10 2 S.F. 4 S.F. 8 S,F 15 S.F. 8" 2 S.F. 3 S.F. 5 SF 10 S.F 6" 1 SF. 2 S.F. 3 S F 4 SX 4" 1 S.F 1 S.F 1 S.F 2 S.F. RNV THRUST BLOCK DETAIL VARIES 4'MIN. 5'TYPICAL P.C.C.SIDEWALK w P.C.C. CURB 2% CL y . DOWEUREBAR(SEE NOTE 3) E J W E STRUCTURE BACKFILL •� DOWEUREBAR SEE NOTE 3 U) m TOP OF SIDEWALK SEPARATED OR MEANDERING SIDEWALK 0 :2 SEE PLAN 0 W < g" � 1-112" 18" VARIES 1/2"RAD. O •4 d a 3/4"RAD, 114" 4'� NOTES: W -- -- - EXISTING CONCRETE r-- a 4 " 1. SIDEWALKS SHALL BE"MINOR CONCRETE"TYPE P.C.C.W/550 LBS SIDEWALK "X 12"DOWEL 48" cti % / / / 4�/ „ CEMETITIOUS MATERIAL PER CUBIC YARD IN ACCORDANCE WITH x 12 DOWEL 4" THICK.TYP.WHERE '"` �/� ./ - / � �- .//- / -// /- 1-x/4" SECTION 90-1 OF THE STATE STANDARDS; A MINIMUM OF 4 THICK. .� NEW SIDEWALK IS �' / / / / / @ 18 O.C. 2. STRUCTURE BACKFILL MATERIAL A MIN.OF 6"IN DEPTH AND COMPACTED Co INSTALLED NEXT TO 112" x 18" / / 8 ;a TO A MIN.OF 90%MAX. DENSITY SHALL BE PLACED UNDER THE d -. EXIST.CURB&GUTTER CREASED SMOOTH SEW SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. F DowEL OR#4 ��� OCRE- 4`• _ 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, F REBAR WISLEEVE _ _ 4 �° DRIVEWAYS,AND AT ALL VARYING INTERVALS OF 40-60'TO ALLOW CLASS II BASE a= 4 Q MATCHING OF JOINTS ADJACENT EXISTING IMPROVEMENTS. 1/2"X 18'" � w AT ALL EXPANSION 4 a a a o w JOINTS AND '° ° . d SMOOTH GREASED DOWELS OR#4 SLEEVED REBAR,24""O.C.TO BE a w CONSTRUCTION JOINTS. TYPE A CURB 4 4 a 4 ' 4. PLACE THROUGH EXPANSION JOINTS. DATE: 1r, 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1 1/4"IN DEPTH AT 1/12/2x11 NTS �_ _ _ _� ° a : ° : ' 4 INTERVALS NOT TO EXCEED 10'. SCORE MARKS SHALL BE PLACED AT 5' A '• ° - - Q INTERVALS WITH INTEGRAL CURBS MATCHING. DESIGNED BY: - 5. SIDEWALK WIDTH IN COMMERCIAL AREAS IS TO BE DETERMINED BY THE L. CLARK ° CITY ENGINEER. ° POLYPROPYLENE FIBER REINFORCEMENT DRAWN BY: NOTE 4�� 6. WHEN REBAR IS REQUIRED, NOTE: `4.4 •' d d•4 MAY BE SUBSTITUTED FOR REBAR. FIBER MUST HAVE THE FOLLOWING L. CLARK (1)TYPE"A"AND"C"CURB TO BE CLASS`B'P.C.C. EXPANSION JOINTS '° 4 CHARACTERISTICS: 1.5 LBS/CY(0.01%BY VOLUME),3/4"MIN. LENGTH. (2)STRUCTURE BACK FILL PER SECTION 19-3.06 STATE STANDARD SPECS. SHALL BE PLACED FIBER REINFORCED P.C.G.SHALL HAVE THE FOLLOWING CHECKED BY: AT 25'INTERVALS, CHARACTERISTICS:2500 PSI c@ 28 DAYS, MAX SLUMP OF 5". DA/RT CURING METHOD- AT ENDS OF ALL CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO CURB RETURNS,AND MATCH FILE NO./LOCATION: G THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. WAY SIDE O DRIVEIONS. MATCH EXISTING SIDEWALK TO DRAWN BY: T/E/CP/CCP/S/CDBG CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. THE INTERVALS MRW CITY OF ATASCADERO DRAWING NO. G Scale: BETWEEN EXPANSION PROPOSED SIDEWALKDETAIL, DESIGNED BY: ENGINEERING DEPARTMENT NONE JOINTS SHALL VARY NTS PW TYPICAL CURB AND GUTTER AND PAVE-OUT DETAIL TO ALLOW MATCHING DATE: Q SHEET NO. OF JOINTS ADJACENT 8/29/06 SIDEWALKS R""18 NTS EXISTING IMPROVE- FILE NAME: MENTS. R-18.DWG ■ 1 2 3 4 5 6 7 8 9 10 . __ __ _m_._.__ �._._ .-_ _.. mw.. _____ r-- ------_--____ ®____Mp.m__. �. ..__-- -___�__ __ _._,_ ___�____ P� _ ---------._ __ _ -----_ ____._ ..-- 1 2 3 4 5 6 7 8 9 10 .......---------....... REVISIONS APPROVALS REVISIONS APPROVALS _ REVISIONS _ APPROVALS DESCRIPTIONS BY DATE APPROVED DESCRIPTIONS BY DATE APPROVED DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION UTICN N®. 2 -92 3 �Q 92 A _ _ - A WARP WHEN RETAINING CURBS WARP WHEN NEEDED WHEN NECESSARY NEEDED DRIP LINE � CAP SCREWS AT 16'0.C. P SEE NOTE 8 a ' R/W SEE NOTE 7- o JOIN 8.33%MAX 1 _._ 8.33%MAX U, "DIAMOND PLATE'" _ DRIVEWAY _ ----- JOIN FRONT EDGE ^RESIDENTIAL 12'MIN.20'MAX. „ STEEL PLATE, 1/4!' OF SIDEWAL COOMMERCIAL 16'MIN.36'MAX. _,,..- THICK,TWO EQUAL P I= LENGTH PLATES. V MIN =� STRAIGHT a O GRADE - STEEL PLATES SHALL BE > 45" 45° j - GALVANIZED.ALL CORNERS AND SHARP EDGES SHALL mm �,vi CURB FACE n BE GROUND SMOOTH.ALL v/ter v/ - c� rr ,� 30 MIN. ABRADED AND DAMAGED WEAKENED PLANE JOINTS @ 5' �ccbyr �' �6 1k 60°MAX. B g X VAR INTERVALS OR AT CENTER OF VAR X;� BACK OF SIDEWALK SURFACES SHALL BE 12'DRIVEWAY APPROACH ' ���,vi ���vr ' �p��,vr COATED WITH A ZINC- WIDTH OF SIDEWALK 2'-0" RICH PAINT,AS PER PLAN SEE NOTES SEE NOTES ��' vi 75-1.05 OF THE STATE thyr STANDARD SPECIFICATIONS. 3AND 4 3AND 4 PLAN X VAR VARIABLE VAR X �vr SIDEWALK ��� ��,vr ��vr ■t -�_ -- ----w WIDTH OF SIDEWALK SIDE VIEW N.T.S. COVER SUPPORTS -_...-. GUTTER GRADE BOTTOM OF CURB CURB FACE 6" o ELEVATION 6'MAX 4 ATTACHMENTS PER POST P.C.C.FLOOR WITH NO.4 C w MESH 4" --•- 2% BARS BOTH DIRECTIONS, C w n SEE NOTE 7 VAR __._ FENCE 12 O.C. 0 m to SEE NOTE E 7 _j o N ROUNDED _ TW Lo DEPRESSEDSIDEWALK � �� ° I N ROUNDED ° __� 2%M w t-�- MAXT - 2/° �..�...� ^_�_ o :.� ••- m 4„MIN.CLASS 11 AGGREGATE BASE �''�""'1 — 10°�°MAX a --�— 'r Z SECTION A—A �„�/ ° / GROUND SURFACE #4 REBAR 10/°MAX- _ GUTTER GRADE 12"O.C. EACH GUTTER GRADE o 1/n x 1/4"CONT. DRILL AND COUNTER SINK FOR DIRECTION `t "DIAMOND PLATE" A 1/4"DIA.HOT-DIP GALV. STEEL COVER TO MATCH ALLEN HEX-SOCKET'FLAT CASE A SECTIO CASE B SECTION ...._. 1/4"THICK CURB HEIGHT 2„ HEAD CAP SCREWS NORMAL SIDEWALK DEPRESSED SIDEWALK 1/4"DIAMOND PLATE no Z NO.4 BARS 12"O.C. NOTES: ,� ," BOTH DIRECTONS 1 1. CASE A NORMALLY APLLIES. METAL DETAIL B , ° P ° COVER SUPPORT �-- 2. USE CASE B WHEN RAMP SLOPES EXCEED10%IN CASE A OR SIDEWALK CROSS SLOPE EXCEEDS 2/°IN CASE POST 3. X=3'EXCEPT FOR CURB HEIGHTS OVER 1 !"WHERE 4:1 SLOPES SHALL BE USED ON CURB SLOPE. G 4. XIS VARIABLE WHEN SIDEWALK IS LOCATE"D WHERE WHEELCHAIRS MAY TRAVERSE THE SURFACE.SLOPES g° L ° 1/2'x 2 BARSTOCK CONT. POST AND FENCE DETAIL DRILL AND TAP FOR SCREWS SHALL BE A MAXIMUM OF 8.33%. N.T.S. { °o°174!'AGG. BASF D D 5. SIDEWALK AND RAMP THICKNESS"T"AT DRIVEWAY SHALL BE 4"MIN.FOR RESIDENTIAL AND 6"MIN.FOR COMMERCIAL. 6. DIFFERENCE IN SLOPE OF THE DRIVEWAY RAMP AND THE SLOPE OF A LINE BETWEEN THE GUTTER AND A POINT NOTES.: 6" --- -- -� 6" WELD AND GRIND SMOOTH ON THE ROADWAY 5'FROM THE GUTTER LINE SHALL NOT EXCEED 16%. REDUCE DRIVEWAY RAMP SLOPE,NOT 1. THE FENCE SHALL BE LOCATED A MINIMUM OF V OUTSIDE THE DRIP LINE OF THE TREE TO BE SAVED 36"MAX. ON TOP SURFACE GUTTER SLOPE,WHERE REQUIRED. AND IN NO CASE CLOSER THAN 5'TO THE TRUNK OF ANY TREE. wm 7. MINIMUM WIDTH OF CLEAR PASSAGE SHALL BE 48". WHERE RIGHT OF WAY RESTRICTIONS CREATE 2. FENCE POSTS SHALL BE STEEL POSTS OR STEEL T-BARS. WELD ON 2"NO.3 BARS UNREASONABLE HARDSHIPS,THE CLEAR WIDTH MAY BE REDUCED TO 36". 3. THE FENCE MAY BE EITHER 40"HIGH SNOW FENCE,40"PLASTIC WEB FENCING, METAL WIRE,OR CHAIN SECTION B-B AT 24"O.C. 8. RETAINING CURBS AND ACQUISITION OF CONSTRUCTION EASEMENT MAY BE NECESSARY FOR NARROW LINK MATERIAL, SIDEWALKS OR CURB HEIGHTS IN EXCESS OF 6 . DETAIL "B" DRAWN BY: C TY OF ATASCADERO DRAWN BY: DILA BY': CITY _ MRW ENGINEERING DEPARTMENT DRAWING NO. MRW CITY OF ATASCADERO DRAWING NO. C.A.C. _ ._-._... ���� �� �`-����'���"R� DRAWING NO. DESIGNED BY: t � ENGINEERING DEPARTMENT _ ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY: �../ NRCSS.i.S. DATE: AE, TYPICAL DATE : _ SIDEWALK U N D E D R A I N 10 -1 8i /0DRIVEWAY APPROACHES R-22 10/10/06 - /27/92 FILE NAME: FILE NAME: TREE PROTECTION FENCING FILE NAME: STEEL COVERED � R-22.DWG M-15.DWG ,AT510 DWG W E E J W M � U) W W W LL' ©C co w �- o w 0- DATE: 1/12/2011 DESIGNED BY: L. CLARK DRAWN BY: L. CLARK CHECKED BY: DA/RT FILE NO./LOCATION: G G T/E/CP/CCP/S/CDGB i Scale: NONE SHEET NO. 2■ 1 2 3 4 5 6 7 8 9 10 M . --------- �a..e.A.m��__ .n,.a ... _M