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HomeMy WebLinkAbout2003 - Various Streets ,. 17 1: 1= m1r k ! 1: qL I I I EEL---" Am 11' Ar�% F E FOn LEGEND. L_L__� LIMITS OF AC RESURFACING w w w REGRADE NATIVE MATERIAL AC FILL r 3' *Y Y A e f Af�KI � I} LX MILL & REPLACE AC PAVEMENT (SEE PLANS FOR DEPTH) § `n3 REMOVE & REPLACE CONCRETE- Z - ►, Y' N p REMOVE & REPLACE AC (SEE PUN FOR DEPTH) _----�"" NEW AC PAVEMENT (SEE PLAN FOR SECTION) SCHEDULE OF DRAWINGS� � "' CAPE SEAL �* L-rL// SHEET / NUMBER SHEET NAME V MILL & REPLACE B" ACPAW 1. TITLE SHEET -- - - - PLACE RIP RAP 2. INDEX OF WORK/QUANTITY SPREADSHEET 3. TYPICAL SECTIONS �owseNrN���we��rtrr KEYCUT TYPE A `'"----"-- �-�, 4. DETAILS ®■®■®■® KEYCUT TYPE B Y A` 1"=2000' 5. DETAILS 6. CONFORM PLANS �a��r�r►a►o��►- INSTALL SHOULDER BACKING , 1`4 7. EL CAMINO REAL 0 VIEJO CAMINO SANTA LUCIA AVE. INSTALL EDGE DRAIN w 8. SANTA LUIGA AVE. 0 SAN GABRIEL RD. / SANTA LUCIA AVE. 0 VENADO RD. INSTALL PIPE ` Ar � 9 ENS Na.,9A AVE. 0 CAPISTRANO AVE. , SCFE. `""-•..,,,, �„., .,,�,. t, HFq� o� ► „ 10. SYCAMORE RD. INSTALL AC DIKE � g� � � .,,,w, a ''`' 11. WEST MALL STA. 9+93 — STA. 19+50 INSTALL MONITORING WELL a�� �-.. 12. WEST MALL (STA. 19+50 — STA. 29+50) ® RAIN LEADER/THROUGH—CURB DRAIN (EX.) 13. WEST MALL (STA. 29+50 — STA. 32+91) CO CLEANOUT ' WEST MALL PAVEMENT SURFACE CROSS SECTIONS 14. WEST MALL STRIPING PLAN (STA. 9+93 -- STA. 32+91) DH DETECTOR HANDHOLE goy' --' y too- �,:ATALSWM WATER VALVE (EX.) MANHOLE (EX.) FEssi� Q © SURVEY MONUMENT (EX.) s� 1 �' .,., Uj _ OFC STREET LIST L CATION PLAN STREET NAME FROM TO o SHEET NOTES 1"=2000' I V CAMINO 1 �. CURBAR L AVENUE EL C M 0 REAL1 0 0 0- EL CAMINO REAL MUSSELMAN DRIVE VIEJO CAMINO REMOVE AND REPLACE RESIDENTIAL DRIVEWAY WEST MALL EL CAMINO REAL CAPISTRANO AVENUE APPROACH PER CITY STD. DWG. NO. 423; CONSTRUCT CAPISTRANO AVENUE N/O ATASCADERO CREEK BRIDGE SYCAMORE ROAD m fi DIGOUT (5 WIDE MIN.) TO CONFORM NEW ENSENADA AVENUE CAPISTRANO AVENUE VIA AVENUE BRIDGE o DRIVEWAY TO EX. DRIVEWAY; MATCH DRIVEWAY TO SYCAMORE ROAD CAPISTRANO AVENUE CONFORM N/O COUNTY YARD NEW CURB & GUTTER SYCAMORE ROAD CONFORM N/0 COUNTY YARD CURBARiL AVENUE REMOVE AND REPLACE HANDICAP RAMP PER CITY STD. SANTA ROSA ROAD EL CAMINO REAL HIGHWAY 101 © DWG. NO. 420 MATCH TO NEW CURB & GUTTER SAN ANSELMO ROAD HIGHWAY 101 MONTEREY ROAD �, SANTA LUCIA ROAD V REMOVE EX. INLET & INSTALL STORM DRAIN INLET ARDILLA ROAD SANTA ANA ROAD -� PER CITY STD. DWG. NO. 502 PRUNE TREE ROOTS & INSTALL ROOT BARRIER 0 N INSTALL STORM DRAIN INLET PER CITY STD. DWG. N0. 0 502 a V a PROJECT ENGINEER:JOSEPH L. RIRIE CITY OF ATASCADERO BID NO.. Pavement Engineering Inc. VARIOUS STREETS 2002-007 • Civil Engineers • Materials Testing SCALE: AS SHOWN APPRO D BY4DRAWN BY: M a LICENSE:CA C52735 EXP.: 12/31/02 Specializing in P�rement Rehabilitation JM LER 10 1 DATE: APRIL 2002REVISED:. t9 v STEVE Q EXP. 3 31 L04 PLAN STATUS: Petaluma Office (707)769-5= 2002-2003 ANNUAL O-V-E RL:AY PROGRAM . °- Redding office (5O►)2M4W5 TITLE SKEET FINAL PLANS Son Luis Obispo OffAce (805 783-2 FOR CONSTRUCTION DRAWING NLiMBER x � CITY 0E ATASADERO 020005 1 of 14 CITY OF ATASCADERO CITY OF ATASCADER0 ANNUAL OVERLAY PROGRAM 2002-2003 ANNUAL OVERLAY PROGRAM INDEX OF WORK BID ITEM QUANTITIES 2 3 4 5 6 7 8 9 10 0 7EI Camino Real Ensenada Avenue San Anselmo Road I Santa Lucia Road I Santa Rosa Road Sycamore Road West Mail TOTAL Z Z ITiM BID PAYMENT UNIT Capistrano Avenue i Curbairil W ........... Hwy 101 to nio Atascadero Creek Bridge El amino Real 0 Z NO. ITEM � REFERENCE C Musselman Drive to Capistrano to Ardilla Road to El Camino Real to Capistrano Avenue to Conform n/o County Yard El Camino Real to OTY. 0. Z 0 Ce W to Sycamore Road Hwy 101 %fiain C CL P amino Curbaril Monterey Road Santa Ana Road Hwy 101 Conform n/o County Yard Curbaril Avenue Capistrano Avenue - 2 J 0. ---------------- ---------------- ------ ------- W 23040 STREET NAME& M 0 Z W W a ...........-............... �=­­ "%�11'�,_��.�,�, -LI",��l";z�llI��ll'��ll'�ZI"."����ll,�llII --1-'--1-1--1 W _ 92,210 sf 12,050 sq ft 36,809 sq ft 279,306 sf 16,068 sq ft 64,793 sq ft 71,608 sq ft 86,877 sq It 0 > Ix Z ........... T1-`_,__,............ ............ ...... ........... _J -4 Is Segment Infoffnation 10.02 UJ Z ........... 0 W U. 1,W",a'ier" P,o I I'vA,i,6-n-C on'....... 10,03-3 a tro ............ .......... .......... ................. ........... 0 Z iL �Asphalt Concrete B 10.04.4 tn 844 844 Z ........... ................. C3 >- 9 -5 ............ ........ ....... crete 10.04-4 tn U) 4 ',.,Asphalt Con 753 488 ........... ............. .............. ........... ........... ,,Asphalt Concrete(Ty 10,04-4 tn 84 7 91 _p 1 9 ...... a!t'RUbber Hot Mix 10,05-4 tn 137 501 270 974 954, 3,136 .............. ....... ............. ........... C 0 1 d P I a"ne"_0'_-J-3'A C 10.07-4 sf 92,210 Capistrano Avenue 4 6 Capistrano Avenue @ Country Club Drive Shoulder Backing 426 A20A- 86,877 179,087 8 ,Cold Plane OATAC 10.07-4 sf 36,809 71,608 108,417 n/o Atascadero Creek Bridge Capistrano Avenue @ Ensenada & Magnolia Avenue AC Dike 502 A24E ................ ............ -4 ne 0.2l'AC 10.07 sf 16,068 16,068 ........... ...... to Sycamore Road Capistrano Avenue @ Cabrillo Avenue Water Valve Box Adjustment 504 ............. i Remove or Cold.Plane 0.33AC 1,0.07-4 sf 23j.� 23,040 ........................ .... ....... .......... Capistrano Avenue @ Ensenada&Merceades 4"AC Over 4"AB lCold Plane 0.5'AC 10.07-4 sf 20,448. 20,448 ............. ................... ............................. .......... Capistrano Avenue Sycamore 12 ?Diciouts 3" sf 1 4,165 4,165 ...................... ........... ....... Digouts 4" 10.08-4 sf 2,719 2,719 ...... ...... ........... Curbaril Avenue 2 6 Curbaril Avenue @ Hwy 101 to El Camino Real AC Dike 501 A20A- 611 ,10.08-4 17,290 1.44-01 38,549 1,675 6,1 fW 6,266 1250 72,654 .............. ....... ............ 15 Diqouts 8" i 10.08-4 sf 113 113 El Camino Real to Hwy 101 Water Valve Box Adjustment 606 A24E .............. .......... 3,315 3,315 Standard Cross Walk Striping iCold Mill 0.33- &Replace sf ............ ............... .......... Miscellaneous Pavi 10.04-4 1 s f 829 9 4 11823 .............. ....... Shoulder Backing 18 Keycut Type Al'__ 10�07-4 1 105 105 .............. 19 1 Keycut Type B 1 1007-4 1 If 42 42 El Camino Real 6 Edge Drain 426 A20A -7 ....... ...... .............. 20 Remove&Replace/Install AC Dike 307 331 189 113 1,148 ...... Musselman Drive to Inspection Port Installation A24E Excavate&Grade Ex. Material; Install 2"AC over 4"AB 16.d44" Sf 516 516 ......... "k- Viejo Camino End Cleanout 344,099 10.124, s f 1 279,306 ...... ............ ....... 64,793 .. ..... ...... ............ Tee Connection Installation 23 'Remove&Replacd/Install PCC Curb&Gutter 3,596 3,596 ........................................... Remove&RepIa� f Sidewalk I O�13-4 sf Remove& Replace 71/2" PCC 1942 1,942 Remove eplace Residential Driveway(PC 10.13-4 sf 629 629 i over 6"Stabilizing Fabric ............. sf s 352 Remove& Replace 6"A'C 26 Remove&Replace,7 /2"PCC Over 6"AB&Stabilizing Fabric 10-09-4 1 Install Commercial Driveway w/Access Ram 280 280 Riprap Outfall w/SDR35 Install HCR 10.13-4 ea 12 12 --1.......... .................... .......... 1 Install HCR(Case B) 10.13-4 ea Typical Rierap Elevation 2 ........... .......... 30 Install PCC Apron,-, 10.13-4 7 7 ........... ............ ...... ........... AC Dike 501 A20A- ....... Ensenada Avenue 6 Al I iSawcut&Remove PCC SW 10.13-4 20 20 ............. ......... ....... ............ ......-, Capistrano Avenue 131 Shoulder Backing -Sawcut, Remove&:Rept sf 824 478 !�r,AC on 4"AR 10.09-4 1,307 ........................... ----------- ............ to Bridge 606 'Shoulder Backinq 10.14-4 177 841 164 746 2,365 5,677 ........... ............... 34 lRegrade Native Material 10.15-4 sf f 2 2367 1,163 1,230 7,697 ................ ............ ......... ........... ---------- San Anselmo Road 1 6 San Anselmo Road @ Monterey Road Shoulder Backing 426 A20A- ,Remove&Replace Brick Walkway 10.16-4 s f 268.00 268 ............ ............ ...... ......... ............. Hwy 101 to Monterey Road San Anselmo Road @ San Pablo Road Water Valve Box Adjustment Rip Rap 1024-4 sf ii 1 120 120 240 .......... 37 Install Headerboard 10.17-4 if 98 98 Standard Cross Walk Striping 606 .......... ...... ........�__, .............. ...... ............ Trune Tree Roots 10-18-4 181 ........... ............ �Install Root Barrier 10.18-4 181 181 .......... ........... ,Remove Tree Roots Under Repairs 10.19-3 sf i 342 342 ................. Santa Lucia Road 10 AC Dike 503 A20A- .......... ................... ........ 1 Adiust Manhole Covers to Finish Grade 10.20-3 ea 4 i 5 .......... Ardilla Road to 4"AC over 4"AB A24E ............. ........... Lower Manhole Covers Prior to Cold Planincl 10.20-3 ea I 5 0 ................ ............. ...... ........... Santa Ana Road AC Fill (See Plan) i,Adjust Water Valve Covers to Finish Grade 10.20-3 ea i 13 2 8 1 23 47 _7 ........................ 44 Lower Water Valve Covers Prior to Cold Plani 10.20-3 ea 1 13 Remove& Replace 2"AC on 4"AB, 8 1 23 47 �Adjust Gas Covers to Finish Grade 10,20-3 ea Santa Rosa Road 61 El Camino Real @ Santa Rosa Road AC Dike A20A- Lower'G�a's'Covers,-Prio'r"to�-:Cold�'��P'la'ninq 10.20�,3 ea 5 ---------- ------- .............. ........�Mq�t_.,yryey_"ment Covers to Finish Grade ....... 3 3 ........... "J, El Camino Real to Hw Standard Cross Walk Stripin A24E _y 101 'Lower Survey Monument Covers Prior to Cold 10-20-3 ea 3 3 1 7 .................. ......... ......... i Research, Preserve&Install New Survey Monument&Cover 10.21-4 Sycamore Road 10 4"Cold 4"Cold Plane A20A- 3 ea 4 ............. ........... Poth ling 10.224 Is Capistrano Avenue to Plane Shoulder Backing A24E .......... 51 �Sheeting&Shorinq 10.22-4 1 Is ............... ........ Conform n/o County Yard ........... ...... ............ 'Install Storm Manhole(City STD DWG,#501 10.22-4 ea ............ ......... 'Install Storm Drain Inlet(City STD DWG#502) 10.22-4 ea 1 3 4 Sycamore Road 6 AC Dike 426 A20A- ---------- ................. .......... ....... ............. .......... 0 Remove&Replace Storm Drain Inlet(City STO DWG#5 10,224 4 4 .............. ...... .......------- ............. Conform n/o County Yard Shoulder Backing A24E ;,Install Storm Drain Inlet(City STD DWG#50 2-4- ea ......... .......... ....... ........... to Curbaril Avenue Water Valve Box A�justment 3 pstall torm Drain Inlet,(City,ST.D DWG#504) 10�22-4 i ea 2 ........... ea 'Install 24"Drop 10.22-4 ,_jnlet ............ West Mail 8A 6" Full AC Dike 418 A20A- 58 �22 f If I HD ,�Instcill 8" PE e 100 100 .......... 59 �Install 12"HDPE Pipe 10.22-4 1 If El Camino Real to 8B Depth HCR Case B 57 18 36 Capistrano Avenue PCC Apron 420 4 -3,5, 10.22-4 If �b "In,s-ta",fl- -2, "R- ........... .......... .............. ......... .......... ,�Installl&'HDPE Pipe 172 1 172 Headerboard 423 .............. .................... 4n'stall 4"SDR35 Outlet Pipe 1023-4 If 68 Drop Inlet 501 .......... ea 583 583 63 ',.,Edge Drain Line ............. ------ ....................... ....... Water Valve Box Adjustment 502 .................... ,Edge Drain Cleano' ea 2 2 ut ............. Commercial Driveway Approach .......... in Inspection Port 10.23-4 ea 2 .............. ------ ..................... ....... w/Access Ramp 606 "Replace Traffic Loops .254 8 2 12 ...........­.­­­­­­­­............. 3" Digout 13 4 23 ,13lue Reflective Pavement Markers 10.26-4 ea 5 ............. k Walkway Detail 4- Line( 10.26-4 d� ............ ....... 60 R&R Bric t 6 1 Dashed White Lane Line(Markers) 10.26-4 363 363 ........... :50 570 527 9,678 ',Detail 22-Solid Double Yellow Lines(Thermo Markers) 10.26-4 1 766 372 2,628 3,204 2,047 21,842 Under Mill and Replace 4"Edge Line(Thermo) -4 ,,Detail 27B 10.26 If 1,260 5,162 6,408 12,830 72 Deta nel 248 248 ........... il 36-Exit Ramp Chan izing.Laq "es, J1 rTq_�. rk C14 ",Deta -8"Channelizing Line(Thermo&Markers) 10.26-4 102 404 302 ............... ......-­­............................... Detail 38A-8"Channelizing Line(Thermo) 10.26-4 _11 7 117 ........... 3,840 75 i Detail 39- Bike Lane(Thermo) i6.26-4 840 76 Zetail 39A-Dashed Bike Lane 10.264 f 1,363 1,363 ............ N A"White Stripe 10.26-4 If 271 271 ... ....... ...... .......... 78 12"White Limit Line(Thermo), 10.26-4 If 100 .32 10 11 62 24 15 419 .................. 79 12"White Crosswalk(Thermo) 10.26-4 60 64 66 60 250 ............... ...... ................ Crosswalk(Thermo) 255 255 .......... ..................... 81 i,"35"Legend(Thermo) 10.26-4 5 5 ......... ...... + 82 �"40"Legend 11 10.26-4 i ea 7 7 .......... ....... .......... 83 �',XING Legend(Thermo)(Yellow) 10,26-4 ea 4 4 .................... .......... .................. ......... ....... ...... ............. 4 4 10,26-4 ea 84 _SLOWJ,�e ea 85 �SCHOOL Legend(The rmo 6 ................... ,BUS STOP Legend(Pai .264 i ea 3 0 ........... ...... 3 .............. ............. ....... egend(Thermo 10.26-4 ea i 3 4 'AHEAD Legend(Thermo) 10.26-4 ea i 1 4 .... ...... ............................. ............ ..................................... .......... ....... .............. 'STOP T 10,26-4 ea 7 89 hermo) 3 2 2 8 27 ...........11.11-1111111.1--1.1-1-1 41-111-11 11-11-1-1-1 1.1-1-1111111111-1-1 11-111-1111­­­_�_­­_..,_,_­_,_, __", 1 .11.1-111 1-- ­1 111-11�1 1-11-.1 1-1-"1­"Ill-,-11--1,1-111-11-1.1.1.111- 4 ike Group Legend:(Paint) 1 6-4 15 ............................. ............. . .................. ............. ............ Cd 91 "Arrow Legend jhermo�.Tye�,,�., 10.26-4 ea 4 2 6 92 ,'A'rIowL,'e-g-en"'d T-he""......9-1: 5 10.264 2 ............. 2 ............ 3 1 Turn Arrow Legend(ThermqType,IV 2 3 5 10 _J L 94 !Turn Arrow Le2end(Therm2L1yPe Vil 1 264 ea 3 5 0 0 0 0 fE L CO Z iz C&I* __,0 cc EV.IPM,Me 0 C M PROJECT ENGINEER:JOSEPH L. RIRIE CITY OF ATASCADERO BID NO. Pavement Engineertne Inc. VARIOUS STREETS Civil Engineers * Materials Testing APPR D BY:CITY GINEER SCALE: AS SHOWN DRAWN BY: JM/LER LICENSE:CA C52735 EXP.: 12/31/02 V 'M Specializing 1*11 Awement Rehabilitation DATE: APRIL 2002 REVISED: 0 0 KAH RCE 42 EXP. 3/31/04 M 0 0 PLAN STATUS: Petaluma Office (707)76"330 T 0 Redding Office (WO)224-4M5 !0. FINAL PLANS INDEX OF WORK Z QUANTITY , SPREADSHEET Son Luis Obispo Office (805)781-2265 DRAWING NUMBER FOR CONSTRUCTION CITY OF ATASCADERO X CL if if i 0 W _J 2350 RCE 4 0.08 LEVELING MILL & REPLACE COURSE (TYPE D2) 0.17' ARHM 0.17' ARHM 0.13' ARHM SURFACE COURSE SURFACE COURSE 10' MIN. -- 11' MAX. 10' MIN. --- 11' MAX. / - I NEW STRIPING NEW STRIPING DETAIL 27B NEW STRIPING DETAIL 27B EX. PAVEMENT LAYER DETAIL 22 - .\ SEE BELOW FOR ALTERNATE EX. PAVEMENT LAYER / PAVEMENT EDGE DETAILS (TYP.) TYPICALSECTION NO, 1 � PLACE SHOULDER BACKING NTS {TVP.} SEE SHOULDER (SAN ANSELMO ROAD -- HWY 101 TO MONTEREY ROAD � F MILL 0,17' EX. PAVEMENT / BACKING DETAIL LAYER EX. MEDIAN PLACE SHOULDER BACKING � �' �" �' Y f 11,..A L � E C T I 0 N N 0 . 6 SEE BELOW FOR ALTERNATE MILL OR REMOVE & REPLACE .08 AC LEVELING TAPER LEVELING COURSE TO 0" OVER 2' AS NEEDED (TVP.) SEE COURSE (TYPE 02 NTS PAVEMENT EDGE DETAILS (TVP.) 0.33 AC SHOULDER BACKING DETAIL ) 0 DRIVEWAYS. TRANSITION TAPER 25' (TYPE C2) - TYP. BEFORE & AFTER DRIVEWAYS (TYP.) (ENSENADA AVENUE - CAPISTRANO AVENUE TO VIA AVENUE BRIDGE) TYPICAL SECTION NO. 11 NTS (SYCAMORE ROAD - CONFORM N/0 COUNTY YARD TO CURBARIL AVENUE) Q=}d EX. PAVEMENT DIKE PLACE AC FILL �r �,� LAYER (TYP.} UNDER RESURFACING ,, 0.13' SURFACE COURSE ,s PLACE AC FILL OR MILL AS `� -' ' (TYP.) NEEDED TO MAINTAIN SLOPERECOMPACT BASE BETWEEN NEW GUTTER LIP PLACE SHOULDER BACKING AS NEEDED 0.20 BASE COURSE TO 95% R.G. (TYP.) -•�- "" SEE SHOULDER BACKING DETAIL (TYP.) w ( ( ( & EX. STREET QUARTER MATCH EX. CENTERLINE V ( ) CROWN ELEVATION TYP. ELEVATION EXISTING AC Q.17 ARHM REGRADE NATIVE (TYP.) AC DIKE PLACE SHOULDER BACKING AS NEEDED SURFACE COURSE 0 BACK OF DIKE NEW CONCRETE MILL & REPLACE 0.13' ARHM (SEE SHOULDER BACKING DETAIL) PAVEMENT 0.08 AG LEVELING CURB & GUTTER COURSE (TYPE D2) (TYP.) 12' TYP. ' MATCH EX. QUARTER oP.. QQ' PLACE AC FILL & AC DIKE ( 0.13 GROWN ELEVATION (TYP.) .� AC DIKE & CONFORM TO .� SHOULDER BACKING SHOULDER BACKING EXISTING PAVEMENT EDGE �y 0.51 65' _1r EXISTING AC TYPICAL SECTION NO. 2 MILL 0.5' & PLACE 0.5' FULL-DEPTH AC ' NTS (CURBARIL AVENUE - EL CAMINO REAL TO HWY 101) TYPICAL SECTION NO. 8A NTS MILL 0.13' & REPLACE W/0.17' ARHM IN (WEST MALL - EL CAMINO REAL TO STA. 18+44) TRAVEL PATH; TAPER TO 0.13' 0 SHOULDERS EXISTING PCC CURB OR AC DIKE / 6$ � 1 PLACE AC FILL OR MILL AS MATCH EX. ,CENTERLINE ELEVATION EX. PAVEMENT LAYER / / NEW CONCRETE NEEDED TO MAINTAIN SLOPE CURB & GUTTER BETWEEN NEW GUTTER LIP MILL & REPLACE 0.13' ARHM & EX. STREET QUARTER -- -- REMOVE AC BY COLD PLANING (TYP.) CROWN ELEVATION (TYP.) MATCH EX. QUARTER PLACE SHOULDER BACKING SEE BELOW FOR ALTERNATE ' 0,13' GROWN ELEVATION (TYP.) AS NEEDED (TYP.) SEE 0.21 SHOULDER BACKING DETAIL PAVEMENT EDGE DETAILS (TYP.) KEYCUT -- TYPE Al — __- - -- --- n rr- �,,,..�- -"��_ �"-_.,,. `�~� EXISTING AC LONGITUDINAL KEYCUT DRIVEWAY NTS -- NOTE: TAPER MILL DEPTH OVER 25' TO TYPICAL SECTION NO , 8 P EXISTING AC ` 0.17' UNDER RAILROAD CROSSING TO NTS MAINTAIN EXISTING CLEARANCE. 4 EXISTING AC (WEST MALL -- STA, 18+44 TO N/0 ATASCADERO CREEK BRIDGE) MILL AGAINST AC DRIVEWAY TYP. 21' TYPICAL SECTION NO . 4 0.21' I NTS OQ oFESSf�j ` ! NEW STRIPING NEW STRIPING 1 1 ' MIN. 12 MAX. 1 1 MIN. 12 MAX. ' _ DETAIL 27B (CAPISTRANO AVENUE - N/0 ATASCADERO CREEK BRIDGE TO SYCAMORE ROAD) �-- -- __y--- 00 DETAIL 27B CAPE SEAL EXISTING GRADE OR ° �! REMOVE AC BY COLD PLANING NEW STRIPING SHOULDER BACKING, .� / )� �► SEE NOTE 1) DETAIL 22 AS REQUIRED (TYP.) �!► «�► � EXISTING PAVEMENT C14 OR VALLEY GUTTER a SEE BELOW FOR ALTERNATE N PAVEMENT EDGE DETAILS (TYP.) ~- KEYCUT TYPE B1 LEX. PAVEMENT LAYER ' TRANSVERSE KEYCUTNOTE REMOVE EXISTING AC DIKE & REPLACE W/NEW AC DIKE NTS TYPICAL SECTION NO, 1 0 1. INTERMITTENT I" LEVELING COURSE PRIOR TO ARHM SURFACE COURSE; VARY HEIGHT TO ° TO BE PLACED ON SANTA LUCIA AS MATCH EXISTING PCC OR AC SIDEWALK NTS DIRECTED BY ENGINEER. a 0 (SYCAMORE ROAD - CAPISTRANO AVENUE TO CONFORM N/0 COUNTY YARD) MILL & REPLACE (SANTA LUCIA ROAD ARDILLA ROAD TO SANTA ANA ROAD) 0.21' ARHM EXISTING AC DIKE f r m a� o ._. a v d W EX. PAVEMENT LAYER \ / 0 EX. PCC/AC SIDEWALK 0 0 0 CONFORM TO TYPICAL SECTION NO . 5 n EXISTING GUTTER NTS Q' (SANTA ROSA ROAD - EL CAMINO REAL TO HWY 101) CITY OF ATASCADERO BID NO. PROJECT ENGINEER:JOSEPH L. RIRIE Pavement Engineering Inc. VARIOUS -- . g OUS STREETS 2002 007 Civil Engineers . Materials Testing APP BY:c NciN o UCENSE:CA C52735 EXP,: 12/31/02 *edatlizing in Pavement Refiabilitation SCALE: AS SHOWN DRAWN BY: JM/LER 0 o DATE: APRIL 2002 sT � 4zo EXP. 3 � 04 REVISED: I a PLAN STATUS: Petaluma Office $� (701")769-5= 2002-2003 ANNUAL OVERLAY PROGRAM Redding Office FINAL PLANS (5313 j 224-4&35 TYPICAL SECTIONS San Luis Obispo Office (805)781-2265 fi. X a. FOR CONSTRUCTION CITY OF ATASCADERO �2o�a� NUMBER , of14 V NOTE MAY BE PLACED IN ONE LIFT IF DIGOUT - AC DIKE IS LOCATED UNDER AN OVERLAY EXISTING PAVEMENT SURFACE REGRADE NATIVE MATERIAL BOTH SIDES OF BOX TO CHRISTY G5 BOX W/CAST 3" AC FIT OVER EDGE DRAIN IRON TRAFFIC LID EX. PAVEMENT EXISTING PAVEMENT SURFACE AC PATCH OR NEW CAP SURFACE =III / 1 1/2'9 AC SURFACE COURSE 3" AC SURFACE COURSE AC PAVEMENTIII I I I 6 1/2" AC BASE COURSE III COMPACT SUBGRADE TO 95% R.C. IIISIII �IIIIII /PAVEMENT CUT EXISTING RECOMPACT AND SUBGRADE AC SIDEWALK W/DIKE DETAIL (IMI) TACK COAT ALL TO 95% R.C. EDGE DRAIN (SEE HE I 11111H11111 NTS 11= VERTICAL EDGES SAWCUT EXISTING I MAD 19EDGE DRAIN DETAIL) RECOMPACT RIGOUT & ppE - LACE � AC D SUBGRADE MATCH EDGE VERTICAL EDGES TO 951 R.C. NTS OF PAVEMENT MATCH EX. AC DRIVEWAY 12"--12009 MULTIFLOW 3" AC 9 INSPECTION PORT 8 DIGOUT D EXIST.M U LT I F LOW INSPECTION PORT I I EE 11 IM NTS CONCRETE OR STRUCTURE, COLD PLANE AREAnow I I PAVEMENT COLD PLANE & REPLACE 4" AC REMOVE EXISTING AC, CHRISTY G5 BOX W/CAST RECOMPAC7 TO 95% R.C. BASE, PCC OR SOIL EX. PAVEMENT TO REMAIN -" IRON TRAFFIC LID 4" CLEANOUT FITTING EX. SUBGRADE OR BASE EXIST, STRUCTURE, REMOVE & REPLACE AREA Now W/4" SCREW CAP CONCRETE OR 2"-4" JA PAVEMENT 1 1/2" AC SURFACE COURSE 4" N-12 RISER Z4" N--12 ADAPTER ADS-SLIP / AC DDETAIL 2 1/2"' AC BASE COURSE 4" a NTs 11" w „ SAWCUT EXIST. 4" COLD PLANE DETAIL. 3" �•--- 5 «. to 3" PAVEMENT & I I- NTS TACK COAT ALL VERTICAL EDGES COMPACT SUBGRADE TO 95% R.C. w „ REPLACE �� NOTE 12" ADVANTEDGE ADS 4 TO 12 ADVANTEDGE RE OVE & AC MAY BE PLACED IN ONE LIFT IF DIGOUT EDGE DRAIN (TYP.) ADAPTER (TYP.) IS LOCATED UNDER AN OVERLAY COUPLING NTS ADS 4" N--12 TEE PLACE SHOULDER BACKING EXISTING PAVEMENT SURFACE ADVANTEDGE INSPECTION PORT III-III AS REQUIRED (SEE 1 1/2" AC SURFACE COURSE PAVEMENT SECTION II1= SHOULDER BACKING DETAIL) 4 1/—/ 2" AC BASE COURSE {SEE PLAN} EXIST. STRUCTURE, REMOVE & REPLACE AREA / CONCETE OR No" INSPECTION PORT INSTALLATION PAVEMENT° 1 1j2 AC SURFACE COURSE Ile NTS AC DIKE DETAIL NTS 4 1/2" AC BASE COURSE III=III s SAWCUT EXISTING I II I EXISTING CURB OR GUTTER 10' SAWCUT EXIST PAVEMENT AND RECOMPACT PAVEMENT & TACK COAT ALL SUBGRADE CURB BACK OF TACK COAT ALL VERTICAL EDGES TO 95% R.C. SIDEWALK VERTICAL EDGES —I_I�I1I EDGE DRAIN APPROACH _---'' -' FLOWLINE — DIGOUT D CAP COMPACT SUBGRADE NTS TO 95% R.C. - ..� __.. �... __.. ._.. ._ 4' 6 — — — — — — LANDING CURB RAMP 1' GROOVED » /� -- -- - - - - - BORDER REMOVE & REPLACE 6 AC NTS CHRISTY G5 BOX / / ACCESS RAMP DETAIL MILL & REPLACE SURFACE W/. CAST IRON �// /// 12 --1472AA ADS TRANSITION NTS (SEE TYPICAL SECTION DETAILS) TRAFFIC LID Oji/�ii FITTING OR 12"-124304 MULTI-- 2" AC 2-45° BENDS FLOW END OUTLET FITTING 4" AB AC PLACED IN SINGLE LIFT CEMENT SAND SLURRY BACKFILL tae 0 CLEANOUT & CONNECTING PIPE w d4 c0 P. d C 7 1/2" PCC (DOWEL END, CLEANOUT DETAIL N0. 4x24" DOWEL INTO EXISTING) 12 O.C. (TYP.) -.- NTS — I I ISI I II COMPACT SUBGRADE /PAVEMENT WCUT EXISTING 111111 �° TO 95% R.C. e AND TACK COAT ALL RECOMPACT " ' VERTICAL EDGES SUBGRADE . � AC OVER 4 AB N NOTES: °� app TO 95% R.C. as 0 NTS N 1) 12" MULTI--FLOW GEOCOMPOSITE DRAIN SYSTEM OR 12" ADS ADVANEDGE NOTE. V_ GEOCOMPOSITE DRAIN. 6" AB COMPACTED RIGOUT LOCATIONS TO BE DETERMINED BY ENGINEER AFTER TO 90% R.C. STABILIZATION FABRICCOLD PLANING COMPLETE. (ALLOW 48 HOURS TO MARK) 2) CONTRACTOR SHALL USE NO. 10 TO NO. 20 SAND. COMPACT BY FLOODING 4" AC 4" AB m AT SIDES OF DRAIN AND MECHANICALLY COMPACT TOP. Ca Ca 3) TRENCH PATCHING MAY BE OMITTED IF EDGE DRAIN IS INSTALLED ON 71 /2)9 PCC OVER AB 6 DIGOUT U ROADWAYS TO ME MILLED & PAVED. NTS MILL & REPLACE DETAIL w 4) CONTRACTOR SHALL INSTALL CLEANOUT 0 UPSTREAM END OF EACH SEGMENT s:: hod 0 0 NTS V OF EDGE DRAIN (SEE DETAIL). P. P.. 6 r6 5) CONTRACTOR SHALL INSTALL INSPECTION PORTS 0 200' INTERVALS ON EACH CHRISTY G5 BOX � W SEGMENT OF EDGE DRAIN (SEE DETAIL). _ a I I I I W/CAST IRON TRAFFIC LID COMPACT SUBGRADE a EXISTING CURB I I I I TO 95 R.C. & GUTTER $„ SAWCUT ( III ► _j 7 I I I i 9'MAX. 4 , EXIST. AC AC O 4 AB ___� VARIES NTS Ct o CAP d .. . __ _ __. _ _, ,_.. _ _.._ �. �. _._ . ___ __ T __ ._ I-..---3„ MIN. EXISTING BASE - -- -- -- -- -- -- -- -- --- -- -- — — -- — — -- — -- -- -- -- -- -- -- �+r �Z" ,,,.--EXISTING ROCKVARIES - — — _. — — — — ._ ._.. — ,._ _. ❑ ._... .._, ,_. ._,,. — .... .,_,. — — ._. ._... ._... _.. �,, �,��° L gtlgtlqtlqtl tl tl 'Q p B � _ tl tl tl tl vtivtl QF CA`�'��� ; , I I III-1 I I „ — 12 12007 MULTI—FLOW TEE, s AC TRENCH PATCH _ SEE NOTE NO. 2 EDGE DRAIN KNOCK OUT TOP AND PLACE SEE TRENCH PAVING DETAIL PROJECT ENGINEER: CITY OF ATASCADERO BID NO. ( } THREADED CAP JOSEPH L. RIRIE Pavement En Engineering Inc. , ,` �; VARIOUS STREETS 2002-007 SEE NOTE NO. 1 " Civil Engineers • Materials TestingSCALE: AS SHOWN JM jLER APPR D BY EPiG EER DRAWN BY; aw a „ ucENSE:CA C52735 ExP:: 12/31/02P ' lizing in Pavement Rehabilitation .0 4 MIN. TEE CONNECTION INSTALLATION DATE: APRIL 20024�13. REVISED: me p' NTS PIAN STATUS: KAHN RCE 42350 EXP. 3 31 04 Petaluma �° Ts� o 2002--2003 ANNUAL OVERLAY PROGRAM EDGE DRAIN DETAIL. FINAL PLANS R "'�°ff (WO)224-0M DETAILS Sen Luis Ob spo Office (W5)7812285 NTS FOR CONSTRUCTION1020005 DRAWING NUMBER L CITY OF ATASCADERO 4 of 14 xCL Q DIMENSION CRITERIA BURY 6" MIN. FABRIC 1' Y 4' Y 1' X (IN.) Y (FT.) ALL EDGES (TYP.) 6" PCC CURB 6" OR LESS 6' FINISH PAVEMENT NATIVE BACKFILL PAID FOR AS ACCESS RAMP (EA) SURFACE COMPACT 85% B �" - �"�"" B 6" TO 7" 7' SEE ACCESS RAMP DETAIL A PAID FOR AS . o 00 z as as , 111=11 w 1299 1 6" DIGOUT (SF) FINISH _ „ as a II1= FINISH MAX.a �Ir � 8 8 SUBGRADE GRADE 8 TO 9 9 as 99 � as as a 6"--15" RIP RAP 12 ,� 12 SEE NOTE 9 TO 10 10 GROOVED - GROOVED __ — X=EXISTING CURB 10" TO 11" 11' eMATCH,EXIST. HT. MEASURED HEREIJ CONTRATION BORDER BORDER p (II 1111 II i 11 ( a, ,a DRIVEWAY WIDTH 111=.. ;;�_ :-. .+., 111= �I{I JOINTS 1 1 TO 12 12 I 1 I--1 I II , a ..._..�,..I I..°..._.._....• - 1�-�- -11 �: . .-•:.--,•-.-:--I I III= _ ii III=III xxxxxxx xxxxxx- _ - � , =�4 ;�;;tiv� = r� xxxxxxxxxxxxxx SLURRY CEMENT 99 X X X X X X x % X X X * s"A"_ / lst: "$ ataia`v*�' -a; 1 11=1 I I -,'c'' �' 'Sis r.^CW =• >.*;«». •,.a4„ter" ,Y.:.!r. , 18 HDPE - :� " _ . �#�. s > x x x x x x x x x x x x x ! y. x x x x x x x x x x x . = _:_ : .: x � � -• : BACKFILL (TYP.) I I f-= I PLAN VIEW .xxxxxx xxxxxxx NTS x x x/a R x x x L x x x ,;y*; ey fix•�;+��„rS�s; rsa irk� r ixi,:`�+ "'�`'+v`--s'�.� x a.+ is :.sc�sjr�F, �;a>a' lE: ,r,t:•_ �� �^. , a �� x Lx x x >/�.pc x x x =* a• . P•A '' ® x x x x x x x xR'++ C;"wm �c'`- ='=.E'3r�^,' .3,'°a< x x x x x >lrRc x x x •„ w x x x x x x x x x x `„`wr =�?.tx' t,`t ;a. s `"}~ Win`+. . �- >:, as 6 x ,, .:s. ,( s x x x x x x x x x x x a• - + = . ,:�: �,�.. �;. . = =• -�; 4 -`�.�; _ �. - �► 3 MIN. CURB w x x x x x x x x x t :�` , +.a+:c��' ar'=s; ,^ a� '';s.F w;.h� rx..;,X,e fi "C#; x x x x x x x x x .. *:• _ a` ;+. ,, �./ / / / / / / / / / I y>'NY". sF 'Y'A'K• "t"Y.�:•+ (1 f� • ..(t„`-•p .s 4 .. WOVEN STABILIZATION1 14 LI P (TYP.} 4$" MIN, I / / / / / / / I / 'lei .,.-?;- �ti.:tel: i; w.. d...• .'-,..-.- ;,,^`�: •-•S, / / / / , / / I I �I -• k 'y FABRIC — + ": {I I. ;='. All l( (3 j8" MAX.) PAID FOR AS COMMERCIAL PAID FOR AS I I 1I— DRIVEWAY APPROACH (SF) CURB & GUTTER (LF) ., SEE PLAN COMPACTED SEE PLAN COMPACTED cap RIPRAP OUTFALL DETAIL YPLAN VIEW CURB OR GUTTER FOR PIPE SIZE SAND BEDDING FOR PIPE SIZE SAND BEDDING AC PAVEMENT 4" CONCRETE NTS -- ,{ ! 7 9a 4 �— » AB WARP CROSS SLOPE of SAND SLURRY BACKFILL NATIVE BACKFILL B ACCESS RAMP TO MATCH SLOPE OF ALLEY APPROACH NOTES: SECTION A--A a, MIN. FABRIC 5 24(2% MAX) 1. COMMERCIAL DRIVEWAY APPROACH & �T'E BURY 6 NTS ACCESS RAMPS SHALL BE POURED U ALL EDGES (TYP.) 18 CONTINUOUSLY TO PROVIDE A MONOLITHIC SAND SLURRY BACKFILL IS USED UNDER NEW OR EXISTING PAVED OR CONCRETE AREAS. LIMITS OF HANDICAP RAMP DETAILING STRUCTURE. NATIVE BACKFILL IS USED UNDER ALL AREAS TO REMAIN UNPAVED OR IN PLANTER AREAS. -wm 12" ° 2. "Z" THICKNESS TO BE 7" REINFORCED 12"GROOVED a `�"' ° paid �-•" ASPHALT CONCRETE W/6" X 6" - 10 GA. WIRE BORDER CURB REQUIRED 12" GROOVED (f II I CONCRETE MESH,4" OR $ W/o REINFORCING. TYPICAL TRENCH BACKFILL DETAIL BORDER 6"-15" RIP RAP ASPHALT 6" CMB 6" DIGQUT 3.BASE S REQUIRED UNDER ALL CEMENT OF SAND OR SELECTED AL NTS CONCRETERAMP LANDING RAMP 11I�I 1 ;t.B CONCRETE WHERE THE SOIL'S EXPANSION, AS 8.33% 48" MIN. 8.33% (II= DETERMINED % OR BY THE SOILS ANALYSIS, SEE PLAN SECTION A A IS 5 GREATER. MAX. MAX. 4" SDR35 !11=1 I I �lil�ll 12" GROOVED BORDER 12" GROOVED BORDER ® 8.33% 8.33 SECTION B-'B 12" 00 ,� MA-Z" -.�— �,x. NOTE: NTS WOVEN STABILIZATION 11�= 4" PCC --.�.- _, ,__ 4"" PCG THE RAMP SHALL HAVE A 12" WIDE BORDER FABRIC 4 CMB --�-�-- "- �Q �� �° ,�° -� -�--- 4 GMB WITH 1 j4" GROOVES APPROXIMATELY 3/4" 3/4" .� NOTE / a, d O.C. SEE GROOVING DETAIL. THE SURFACE 1/4 qb 1/4 TRENCH PAVING SHALL BE PLACED IN TWO LIFTS. THE TOP OF RAMP SHALL HAVE A TRANSVERSE ° SEE ACCESS RAMP 6" CMB LIFT SHALL BE 1 1/2" THICK. IF LOCATED UNDER AN BROOMED SURFACE TEXTURE ROUGHER THAN DETAILSEE ACCESS RAMP OVERLAY, TRENCH PAVING MAY BE PLACED IN A SINGLE LIFT. THE SURROUNDING SIDEWALK EXCEPT WHEN V ROOV I N G D ETAI L SECTION B-�-B DETAIL LOCATED IN CENTER OF CURB RETURN. RIPRAP OUTFALL DETAIL W/SDR35 NTS NTS 3" MIN. AC OR MATCH EXSITING SURFACE ` � EXIST. AC THICKNESS, CASE B .HANDICAP RAMP DETAIL COMMERCIAL DRIVEWAY APPROACH WHICHEVER IS THICKER 6, NTS WZACCESS RAMPS 11IIEAII NTS 12" MIN. NOTES: T 6" x 1/2"0 REBAR 1) 5" HOT--DIP GALVANIZED CHANNEL IRON ( YP ) STUBS-2PER SIDE WITH WELDED STUBS I I FE1 ice) (I TRENCH BACKFILL (4 TOTAL) 2) INSTALL THE DRAIN PIPE UNDER THE III (SEE TYPICAL TRENCH w LANDSCAPING AS NECESSARY TO AVOID 15' ANGLED CUT ON BACKFILL DETAIL) ADVERSE FALL PIPE OUTLET TOP OF STAKE (TYP.) > �-' I I M I 1 3) NEW CONCRETE SHALL BE 2500 PSI-4" (2)-12d BOX HOT DIP GALV. TRENCH PAVING DETAIL MAX. SLUMP III ry NAILS 0 EACH STAKE NTS TM V-15" RIP RAP 2" x 4" HEADERBOARD NEW 5" GALVANIZED R-1/4" ON NEW CONCRETE CHANNEL IRON EDGES GRIND BEVEL ON ( ) EXISTING EDGES NO SLOPE ON PIPE RAISE IF NECESSARY II1l11 S5- 5" x 6.7 PLF 6" 6" , HEN II III T" TO AVOID ADVERSE FALL III 1' MIN,/5' MAX. EXISTIN f 0" - 1/200— NEW AC OVERLAY 3' AVG. SURFACE PLACE PLACE SHOULDER V, o z EXISTING PAVEMENT SHOULDER INSTALL AC DIKE BACKING NEW 4" PIPE Iilor il�l�ll II BACKING (SEE DETAIL) INSTALL AC DIKE 4" MIN. 111=111 00 (SEE DETAIL) GROUT END SPACE COMPACT SUBGRADE INSTALL NEW b BETWEEN PIPE & TO 90% R.C. NO-HUB COUPLING III 2" x 4" x 24" MIN. STAKES 0 32" O.C. CHANNEL IRON 2" x 6" x 24" MIN. STAKES 0 HEADERBOARD 12' JOINTS p� THROUGH -- CURB DRAIN DETAIL NEW PAVEMENT SECTION NTS NEW PAVEMENT SECTION N TYPICAL � IrRAP ELEVATION 0 HEADERBOARD DETAILNTS � NTS a�: : . .: , _., ., .:.. . . :.. . :... ..,. �; � ��=z�= 1' MIN./5' MAX. 1' MIN./5' MAX. 3 AVG. CHRISTY U21 CATCH BASIN 3' AVG. W/TRAFFIC-RATED GRATE SEE PLAN FOR PAVEMENT SECTION OR CONCRETE Q TRIM PIPE FLUSH NEW PAVEMENT SECTIONGROUT SPACE PLACE SHOULDER BACKING AFTER & COMPLETION OF SURFACING 5' O.C. 12" LINE PLACE SHOULDER BACKING (SEE SPECIFICATIONS J .w (TYP.) ° r (TYP.) FOR SHOULDER BACKING MATERIAL) - TYP. SILTING DEPTH NOTE: CEMENT SAND SLURRY ® PAYMENT FOR SHOULDER BACKING WILL BE PAID FOR a BY THE. LINEAL FOOT ALONG THE ASPHALT PAVEMENT �(1- �-•-- EDGE REGARDLESS OF WIDTH OR DEPTH AT NEW COMPACT =III Q� PAVEMENT EDGE. SUBGRADE TO 90% R.G. 6" MIN. TYP. 24" (TYP.) C t213 m2 SHOULDER BACKING DETAIL DROP INLET DETAILOFCIVINTSNTS � STANDARD CROSSWALK STRIPING DETAIL NTS CITY OF ATASCADERO BID NO. PROJECT ENGINEER:JOSEPH L. RIRIEPavement Engineering Inc. VARIOUS STREETS 2002-007 Civil Evimers + Materials Testing SCALE: AS SHOWN APPRO BY:C '" R DRAWN BY: JM/LER LICENSE:CA C52735 EXP.-. 12/31/02 ,�F,eaializing in Pavement Rehabilitation t DATE: APRIL 2002 REVISED: C; a SZ KAHN RCE 42350 EXP, 3/31 L04 PLAN STATUS: Pobluma Office (707)76-9-5330 2002--2003 ANNUAL OVERLAY PROGRAM °- Rer� kW Office (MO)214-��►.35 FINAL PLANS DETAILS San Luis Obispo Office (805)781-2265 DRAWING NU5E FOR CONSTRUCTION CITY OF ATASCADERO 020005 of 14 x X4 .fit'` ..�,_ `C.� ,��C,• BRIDGE DECK �TYPICAL SECTION NO. 4 �Q �'"1 CONFORM .,) DETAIL 22 11 DETAIL 22 DETAIL 39 4 AC SIDEWALK 4' PCC WALK ,i�"i","1.,1- .:-',­�;'I'",�::�:�:�',:,,,���_I,,�".;,',-_1"1:­I I'�. ��,:,�L.L i. 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DETAIL 39A AVENUE TYPICAL SECTION NO. 2 I DETAIL 22 0 DETAIL 27B W "' 12" WHITE DETAIL 22 INSTALL AC DIKE & I ' WHITE CROSSWALK PLACE SHOULDER BACKING DETAIL 27 ..- LIMIT LINE v ,.... 0 PLACE SHOULDER I.. Q ... _ , ......� K! G ' C INSTALL SHOULDER BAC N A KIN ,. ''�. t,� (TYP.) DETAIL 22 DC r :; r,., .:. ., ,...: ;.: ..:: .,'. .. . DETAIL 39A ., TAI2 0 ., m ,, rj TYPICAL SECTION N0. 4 ca 0 -D < DETAIL 39 DETAIL 38 ;; a DETAIL 9 ` 12" WHITE LIMIT LINE DETAIL 22 v DETAIL 9 WHITE CROSSWALK I t + t ,� (TYP.) In I + Q ' CAB R I LLO �otss , 4 ► AVENUE SAN ANSELMO EL CAMINQ REAL ROAD + 4 ZO oz. N SHOPPING MALL . CAPISTRANO AVENUE @ CABRILLO AVENUE OF c . _° SAN ANSELO ROAD MONTEREY ROAD U CURBARIL AVENUE HWY 101 TO EL CAMINQ REAL 0 a NTS NTS PROJECT ENGINEER:JOSEPH L. RIRIE CITY OF ATASCADERO BID NO. x c ,,m Pavement Engineering In+c. VARIOUS STREETS 2002--007 i v 0 Civil Eng`Ineers * terials Testing SCALE: AS SHOWN APPROY BY:� � DRAWN BY: PJM/LER LICENSE:CA 052735 EXP. : 12/31/027 -0 0 " lizin in Pavement Rehabilitation "DATE: APRIL 2002 N . 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I.....: ATCH........................... ........ .. ........I............................... . ...MATCH-.-- A C FALL 7060 & � 7120 SANTA LUCIA ........., ....._.1100..31.T.P. ..................... 5TP .............MATCH. ............... ..._ .100.42TP 100.29TP 100.29TP 1'}=20' 100 .......... _ _- .....�.. ::........., . ............. 100 -- w- -- ........................................... .................................... ...............I....... .......................................,....... .I....... .... .................AC,.FILL................................ . ....................................................... .... SECTION D— D SECTION E — E H: 1"=10' H: 1"=10' V. 1"=5' V: 1"=5' K ' Ap r INSTALL CLEANOUT ON EDGE DRAIN (TYP.) le.11 'Ile / r CO , / r'r r// rr' rr' r r 0 1"=20' REMOVE & REPLACE ' 6" AC (TYP.) SAWCUT, REMOVE & REPLACE 7 1/2" PCC r OVER 6" AB ON STABILIZING FABRIC //� 1 --- -- -�~ .--......._..�,._., �... ...._,..,,,_,,� ,_.,,.,........_,,,.,_,..�,�,�.�,.,�,,,, �„�,,..✓�"-'.''.. _...... r r,�`a 1 rrrr rr// r /,,._-+..,\\\ � , 1 ._,.....- �-..,.,.•-- --^""' INSTALL EDGE DRAIN ." «•-......._ `..""" ` J'' :�w� '�4 ti ! t \� ------------ --------------------...--..._.,.-- --,......_..----.-----....,...._..--------........,...--..._..--------- ....�+.• 04 ------_ .4 ( �.:• -� Q t _-} ---1--------------�- ------------------.------------------.Ila._- - v. _ - _ -- _ _-------- ----...... --.�----_ --------.�._.---,.._.........�._..--._.......- .-.�.�-- 3 2< 4�•� ...�.. """ ----------------------------- A 35 �,� 4 SDR--35 ---,•_.,.. ..�•..._��--.�....�.�. �. ... -�-._._.--.�----....,_.. 0INSTALL �`--�.�. s�.a0r _`.---- ..` INSPECTION PORT '�--. �„ N� INSTALL � INSPECTION PORT 1r* PLACE 120 SF MIN. V RIP RAP OUTFALL m c► �I to -110 J �► a0.ml � EL CAM I NO REAL 1 , a v u 007 Q PROJECT ENGINEER:JOSEPH L. RiRiE CITY OF ATASCADERO BID N0. 2002- C Pavement Engineering Inc. EL CAMINO REAL @ VIEJO CAMINC / SANTA LUCIA AVE. Civil Engineers • Materials Testing SCALE-. AS SHOWN APPR BY:c ENS R DRAWN BY: TRL W ucENSE:CA 052735 EXP.: 12/31/02 'alizin in Pavement Rehabilitation : . DATE: APRIL 2002RCEEXP, REVISED: o a.u PLAN STATUS: Petaluma Office (707)769-5338 2002-2003 ANNUAL. OVERLAY PROGRAM PLANS Redding Office (SMO)=4-4535 SITE PLAN tr FINAL San Luis Obispo Office (815)782 DRAWING NUMBER FOR CONSTRUCTION17 2i65 CITY OF ATASCADERO 020005 7 of 14 XCL NOTE 1" = 20' 1 20t 0 1) EXISTING MAILBOX TO BE PRESERVED & PROTECTED. MAY BE / CONNECT 12 HDPE TO EX. 24" \ �� REMOVED & TEMPORARILY INSTALLED OUTSIDE OF IMMEDIATE CMP W/CONCRETE COLLAR WORK ZONE, THEN REINSTALLED AFTER COMPLETION OF PAVING. IF THIS METHOD IS CHOSEN, IT WILL BE AT CONTRACTOR'S DETAIL 22 INSTALL \ OPTION & NO ADDITIONAL PAYMENT WILL BE MADE. 12" HDPE �. MATCH 0 e .✓ \ 97.91 INV REGRADE NATIVE \ INSTALL AC DIKE MATERIAL (TYP.)s' ,'' INSTALL AC DIKE TYP. k-- PLACE SHOULDER BACKING ( ) .� SEE NOTE NO. 1 EXCAVATE & REGRADE TO PLACE 2" AC R OVER 4" AB. SLOPE TO DRAIN AS SHOWN +/� o' •�' I yy�~1y SEE NOT E N0. 1 L.1 \ .,, X. / •• ► E DRAINAGE �- DITCH o MATCH ""� f _ I : : _ / _ --- : . 00Z MATCH EP S , 7. GAP : : 9 74EG : : REMOVE & REPLACE y REMOVE EX, AC DIKE 4 ---- --------------- ------------- — r TO LIMITS SHOWN _ r' EX. SUR. — — —_— EX. AC DIKE �..-MATGH EP f � �,��. ___ .- , EX. POWER POLE — — REGRADE NATIVE MQNUME w98.97FL EP.�,� _ _ —\- _ _—_— APE SEAL "`~--- _'� (TO REMAIN /i i - —�' �.=���— y _ _ -- C MATERIAL MATCH (TYP.} �- _ n ,,,- SAWCUT & REMOVE EX. MATERIAL, DETAIL 22 X AficH `� REPLACE W/4" AC OVER 4" AB NOTE 1) INSTALL DRAINAGE INLET PER CITY STD. DWG. NO. 503 GRATE: 101.99 EX. MAILBOX / \ INLET: 100.99 INVERT. 98.19 �'. EX. POWER POLE .� EX. FIRE 1B HYDRANT SANTA LUCIA AVENUE l 1"=20' TYPICAL SECTION NO. 10 PB SANTA LUCIA AVENUE 1"=20' CAPE SEAL INSTALL AC DIKE SANTA LUCIA AVENUE SEE DETAIL CAPE SEAL EX. SURFACE SAWCUTEX. _.................. ................................... ................................... . ...-- PAVEMENT PLACE SHOULDER 105.0•• REGRADE NATIVE MATERIAL 101.99 GRATE BACKING - --•..............».............. ..........,......-100.99'INL•ET................... ..... ........................ S% 98.19 INVERT EX, FENCE _. ................. ..........._....._.. ........REMOVE .... REPLACE....... ................._ 4. EX.:.24"..CMP:.P1pE.-.. MATCH ...-..... - x 4 1 a1 a5 _.... X................. ................... ........................... ..-........... MATGH ......,._._ ---.,,,_,�c _........................ - _ 1....97.84 FL EP MATCH......... .. 100.22-EP.._..._ •'"° ---. MATCH ---- _....... ...... - .......... ........... ......... ....- .�o 100__....I_, ,...,....... $•9i-�1�---. ......................... ................... EX. AC PAVEMENT r. ................ _ ---.,..::.::.::..... =111- ...................,.............._ _.... X.. :- ................................................._ °ao Via• 100.0-- 1 �.. a 4„ AC . .1.... .. ......................................................I.......................... .._ 111 111 III 1l1 _......................... ............................................ ..... ACDIKE 2,�.�� --1i1 4" AB _........................ . ..... ..........I... ....._..........._......................._. ...._ .......................... ............................................... ........I......................... RECOMPACT SUBGRADE MATCH 2" AC OVER 4" AB TO 95% R.C. 97.91 INVERT ................ ...... "s_ - 95 _............................... .. ., ., ....................................-............._ 95.0--__,,,,_....._,_.__.........._...,._....._...,...... ......;L-_12„HDPE-PIPE... _ SECTION --r D . ROADSIDE DRAINAGE @ SANTA LUCIA �. .. ............................... ..._._. ......._..._......._._....._....-_ NTS a SECTION A—A SECTION C —C N V: 1„=5, � V: 1"=5' H: 1 =10 H: 1 11=10' M*+ 0 4. 4 V SANTA LUCIA AVENUE 0 105...................... ..................................... ..... Oki EX. FENCE ................I- _........._... ..... ...4" REMOVE & REPLACE m ..,� AC DIKE .. r 98.22`FL MATCH 100— MATCH 100.04 TP ........... - 98.63 -,,.._ .---...... ..-.. o _.I....... ...... .. ................. ........ ...................................... Uj .....................,......2"� AC .®VER- 4"..AB........,._., `6 0 95 ... 14 ' Q ...................................... .............................. 2. M CAti1 SECTION B — B V: 1 =5' PROJECT ENGINEER:JOSEPH L. RIRIE CITY OF ATASCADERO BID NO. 2002-007 H: 1"1=10" Pavement Engineering Inc. SANTA LUCIA AVE. @ SAN GABRIEL RD & @ VENADO RD Civil Engineers * A14terials Testing SCALE: AS SHOWN APPR BY:CITY E EER DRAWN BY: TRL 0 �► UCENSE:CA C52735 EXP.: 12/31/02 m Slareaualizing in Pavement Rehabilitation DATE: APRIL 2002REVISED: Q. ST B. KAH RCE 42350 EXP. 3/ 1/04 0. PIAN STATUS: Petalumaoffke (707)769-=O 2002--2003 ANNUAL OVERLAY PROGRAM FINAL PLANS tee ► ►Office �s3o�a�a4-mss SITE PLAN X DRAWING NUMBER FOR CONSTRUCTION "cuisaaia�►office �8os�7st2� CITY C}F ATAS CA D E R 0 02005 8 of 14 I I I I INSTALL STORM DRAIN INLET PER CITY STD. DWG. NO. 502 . (W/O WING TRANSITIONS) I ". ENSE I I TG=99.15 18" INV=95.86 I 1 100.90 GRATE � 11 011, ................................................................ .�...... .................................. . .�..........99. 16"' SEWER FORCEMAIN .go.INtu... 0 \, .........................................................................................I................ ......I.. ... 97. I 9_1 .........................I�.............. ................................................................ I.......... ...­......­I 1. -,---F_� 0\ . T I I 1\ \ 11 .................................I...I...I.......... ..........al�� . ............................. ..�. .,:"*,:. . . I 1 T -44� .� - - \ I I - ............................ ................... "I I I , 100 ____ I I E I __ I 11 0 \ 99.1 0 V / 4, REGRADE GRAVEL - .........4.�6.jklvtof........./",**............................................................................... ................... 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I .....................................................I...I............................................................................. 1 = 20' \- _*� I I III - %ss 599.6DWINSTALL STORM DRAIN MAINHOLE OVER EX. I I I I It-= .5 99.62DW w ..........­I...............................................................­..I.......I.......I.......­I.......................... 30" RCP PER CITY STD. DWG. NO. 501 � INI-,1*_1 4�=10 . t, EXCAVATE & GRADE EX. MATERIAL; � 1111 ' RIM= 101.15 0 �___ - ,-,- I I I R 50' MATCH . I I j __ .--- 11r" I I I' 99.74DW , 4"' AB %., _� I- 1 30" INV.= --91.07 (RCP-EX.) f I I -I--If-. . 0 1 V,1,-"-.I- - --- - -�-, I E T I N A A 18" INV. IN= 95.35 (HDPE) .-I- - I I I- ) . 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Z , ... .. , CT y .) , . " �,-,,,, , - �_,*_*_,""�.�:%' , 1�(D_�,SD. M'ti 7 !�X'7 &, A / ,, i3O..w .,,.� , ,, ��,,,-,,, 'I, . , , " - , , , ,.r , ,� I 1. I, �_, . �. -1 ,, " - ,� ., - � �,, 4. _., , ',I M----- 'I, IV- *�te***,,,_� , , , , ��,,� �",- , � ., , - � ., . , � , ." .1,1��,,,�., :,,�� �� " ,, ,:.,., ", 1�,,, '�,`,.'__�.4, '\'�'-, � , , , -�­:-, , ,. , , " 99.40FL (SWALE) ,,� .., , - � .... " _� ''.,.", ,:, ,:- .� I 4 ,_ - ,_ ," . . :t�� ,_�:,.:_�, ," ",I �..��, 11, "I"," - - .. . ,.,., - I _ , _ .. ''' ' ' , ,'' , _, , - . , . , � �" A "I - � ."'. ,-, ,,��_,,:,, ,", ,: , . ,��,,� �,,:% ,, - ��_, ":,:,,,,,��,, ,:",, ��� ":''��� " - ,Pp , a -%.--,, 7,.,,, _ , " -,� ,, �%�:� - .�, I - ,, , 1,_ "'. I�"I.,_ ­, I", ., - " , , , , �, I , ., ' ""' - _'�I'�"'% -,,,,-,� .-�* "I - , � ,�, , "' , ,." � -4 ,,_ , 11 I , +,t' � , ._., - I ,. ", ­� 11",", ", 1&11�1_11.�­77­� � " r.,�� "I', _��, q . r". I ," � I I -9 , .. � :-,,�,­ -,,:�-_-':!" 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'-. ,�,,�,_ 11 , �", '' '. ;,.,-, "',"',", INSTALL DRAINAGE INLET t_ I I/ ,:,"�,":., �,� , ­ � % _ ��,�,.,,, ,�.,,.,��, , ,, ''" ' "' -6 �.,,i, ''. ..,., ", , 1. ,�,., ,�� , ­ -.'-, 1. - , , ". ,� �-,,.,:�,, .""'.. - " - , ,,," "I I 11111�1 I", I ) , ,, _ ,�. , , ''. ,� ., .�,,. ,_ /- ,.- "',"., ''. ,��� "" "' _j L - 1, " * \ 4> * IN, - 6 ,V0 � . I 0 J�� _, ,. 'd PER CITY STD. DWG. NO. 504 it, ,;�, I I / \ ",* .,, �_% %,_...,.�.,� .A.-- W - Is - ,,.,_,�, ,, ,,�, ", ,,,,-, ,,�,., ,__. "", .. -, , Of w . , :.�� -1 , ,_,�, ,\,,.,,1,,,, '----'.' '' �* * y---)k­- I / I I * * .1 ,,%, ,''� .:,. " Irl .,,,.�", �,I", �. _ ", -.4 - \ .. � , ," , � * 4 It �I , ,, , , , � � ,. I.,1,%,1, , " ". _ , -11 - i I ,, , ,%. , , ,:x -� ,,,,,, " - GRATE= 1 00.00 I ""�' �, -, 7,:�.- ., , ., " . ice ' --x-~ I * 19, \ ,..� - --- I -14 �- - ,)�. , * INLET= 99.00 / �, _,, _, ,, 1,, 1 " , ,� 1. __1 w . ,_ ­ , " �?,.,,,,,,_, ,,�,,­,, ,,,,,,,,,.,, ,"J."%, I ,_-�t A \ , 1, ­ ", �:,,,. �� ,_ ,. %..', _� ,,.,�,��_. It. A * - ­� _­�, , ,,-�_,-, I I , , � '"'' :��,, � ., , ,��, . �,-, ". � I— �,,� --., ­ ,.� � " ,, I L 1, - , 'L , I , � .. " I ..._," , - 61 ' -­ ,"� I", " ',':',\�\ '_," , ,� ,_ .k "' ' _ - .X_ _�,,,�,, _ 4101 , r- �, I ,_% INVERT= 96.00 to - ,4�,, _-I " , _�,,, ,_ ,,, ", . ,: ,,., ,- Z ­-, ''.,,% ., � �4; .,�,,,,% 1,,:�,,,-1,-1, .,:�,,,, ,,�,,]-,., / _,�, ,..,,,,,,--,��, ,,-,�,,,1,-,­1 ,"­'. ,"", "'," " 0 -�kh.�----I-------- , 3. FA (SWAL , " . I-,". "",," ,�." �, I, Ir ,,,,,�, ,,, -, ,",�� , , _.", ,�,,,�,," ", N I -, ,,",., ,,� , � - ,C-11,11 . I,,...,1." , r ___,K_40-1 11__ III * 14, ,�,,-,�,, ,,,,,,,,, ,-,,:,,,,, ,:,"%:...... �1�1 �'I'I .I. -_ 99.95EG ",,,., ,-. ,", "I-1" ,%,,,,��, ,��,,,);��,,,-,-, ,*-,�,1.,1, I -* 1* I ,,, , � -�1-1- � , �1- • x 11 1, IJ I I / '­`­ 1,1'_�'-, ,'�,,,`,,�,,,, ,,,�, ,, � �, _,\�,,�.,,,, _1,11�:, I 0 ��,,, , 11 '' ", _�, "". I * F -k /,, I- ".". ," I "-�,­, , ,,-�,,,-,,,�,,,,,,- ,�,,,,,­,,� ,-:,, ,-,,, �. 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GRATE= 100.00 - ® 41 * 41 4.1 ) - I - - * INLET= 99.00 16" SEWER FORCEMAIN 1* ____�L % / 44 , , I / 41 1 1 1 1 ) A 141, 11, I 0 , %-., INVERT= 96.50 1P, � bl-. / .1.10 I I I I/ I/ , INSTALL * * / * &O I Z"', �,,,�-,,, ,�,.,., I I V y / , ,-­,,,-�,-,--,,,,,, ",,,�,-, .,,,,,. " ,­ �6 ..." * 41 10 , , ,., A ) I A 1,I _,.� , * *F --- V�. . ..�06 SEE NOTE NO. I "I , ,:''. - I �,,,, ,,,�,,, ''. i 18' HDPE PLACE SHOULDER KING (TYP.) -­,,� *--,',*.-,-,,--, '�,��,-,:�'�.�-",,� -'-­',,,- -, -�, , A 1§1 Q\ C? , "' , ]�,,..,, ,-', /11 1k 1, ; 4k----",-., ,"",", ,,,,�,,,, , ,�,,,J,N _,_" + I V 41 lk 41 ,�� 11,1,1,� . 11,11-11 �,, 41 I/ . I,1����,,,, 1- 1.1 1 4. * * � ,._,',,,`4L_,'�, , ,,,,-, ',..-�,�, ,,_,,�,�-,�_,, ,,�,,,�,� j ­ I , . - ,,,,.,,,,,,.,, - � ", .,���,:" ,, - ,!"-%,! * w * , � ** -,,:,,,-%, -,:�,,�,_ . _ .��,,,,-, ,­ 0 ,/* SEE NOTE NO. * / , �, ", , ` ,�,,, , , , ", / ,.,, _, " ,%,,, ..*�- "'. ,"' ' ,,",� , , , ( ,'., .:, , "".". -',, 0f /;�- / * 11 ) w I , _.,,,,,,-,,1,, �4,_,,�%,, / ,\,�, '111, `-,',""-" -_ � �, , , ,-6 ,!� - " ,..I -__. ­- ,;,, 11 I / / 4. Ilk 7� , ­ ,. � , ,, , �, �-,.,,�,, -_,.,-:�.. ........... ,,1. 1,11", - 11" 99.60FL (SWALE � * IT , ,,,,--...... .�,,:,,,, ,� , ­ ,,., _ /;, A * , - -1 , if .+ (­ / ,. 1 1 ) I I ..... " i ,- ,10,, , "�,, " / / j * 4% ......, "-�, %,,:11 ""', ""'., . o I ,,,,,4 + * , - ,,-,, -, /1".."". , ",._,;� �:, IL I ..,.-,.-,%-. --,.,,,,,,, -,,N,,�,,-�, ,"',", �,,-Z* / ­ ,�,,, ",",�1. " . I --- I "' �, - � 1, ","',_� ,.,-�,,�,"'. -IV w ", ,,-,,,,,--,,-, .,,,,,�,, "."" "'"I'' /, " , /* , %''." ,��,I�..",. 99 ,-,,, ,, ,, �"',",,,. I I Aswi I, ",�", -1-% 140 � 1_101 . * w �,�� ,,��,, - _,�,,,., ,,,t�:,,�,,,,, 70FL kLE . � I - , - I . - I - " �,,,,��- * §V6td I . -,,,,,,Q,,>,, -`,-,,,,-.. ,%,-.",� , 1 1140 1 ` .,-�, ,, , ,"", , /;I- ) �� * � ,1.,1. ,,",, ,,,,,,�t I ,,.� I -, 11,11",� �� .-, , I %, + I 11 I 1 14, " , ,�, �,>_,, -:,�,,, + �,,. 'I,%',, ,",." ,,, "', "',", / ,�,," ," . ,,,,:�._ " "',", . -�,,-,�, ,",","' �,,,,,, ,1,1111�1, 1,"I __ * .. / / REGRADE NATIVE A, .�, N /�, �,,,,�,,,,,, ,,2,,.�,,, , --.I ","', ,14 ., �, t",",", ,,,-",."-. 1.11, I , , "',"I ­_� , . + . , ",�,,,,", ,��", I .-� I I / I /,,t1,,,�,,',, , ,. ,�`,11.11 ,:,,,\1 OTES I � ""," ,,,,,, �,,.11,11�., ,,,,�/4 / I � MATERIAL (TYP.) 'I- ,.,� .:A* -�:. I I / + � ,�­, _* , • k � , / � - - I ( ,,,,,,-,, 1) REGRADE NATIVE MATERIAL TO DRAIN. MINIMIZE GRADING ,-,,,,,.,,--,.�:, , - i ,. , .,,,.,,,r,. ,,� - /-,��, .1_11, ,., , �, ,,. + 4 �.��" "�,,t,,-_, --%-,,7� ,��--�,,��,, ,,,,:,,,_ AROUND TREE TRUNK. /t# ,,,-�,,,,,,, ",", I , , ,- ,,,1,.., ,_ ,,".", .�"�,,, �,40 / -1 �--- " ",�` , ,.,, /1e" ,­ , / 1 , ,, ,,,,,,, , � "', , ,,., - * ,_" "� � ,", ,,, ,,, ,-­', . -r-T= I "," ,,",",�, ,__,..,. ,,,,� _,:,,,,,,�,., ,,-,�,,1 xvl,,,,,�� `1,11-1.11, I I --1 114► /11, "��,., - - - ""- + " ,,�-, "'. � 1, �,_,,�, ..","., ",",,1:_1 � ` " " , ' ,",�1, ,-,,,,,­ -_ ,� , -14 , - ,-,�,� I, ' , ,,,`,�,�-,, , :11= ,�,,_ .,.� ,.1� , '46 + � , ,X,�,, %".,-.:-� / ,,,,,.�,, 2) INSTALL DRAINAGE INLET PER CITY STD. DWG. NO. 504 C 04 4t I 0 ,Q�,,,�,, _ I KEYCUT TYPE B1 "'I",%", ��,,�,-,�, _'_,','L", ,,-,,,;i� , ., - - ,",", . 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I I , SECTION 50+ 23 -SECTION 50 + 69. .SECTION 51 + 1 4 " 0 AC FILL , .......1-1............. .......................L.. ..... . -*............­*--------­*_­_­_­_­­­.....*-,-*-*-- � REGRADE NATIVE .1.11 .1 _I�L''­*** .1. - ............1-1.................................. ..........�..............''.. ..........................................�................. MATERIAL 11%_� %-- I., I . SECTION 52 + 27 0 -SECTION 52+05 ..,. . I I I � 0 SECTION 51 + 66 V- 1 =2' ,,�_ 1. I � 04i IPAI 02 .^ .< CITY OF ATASCADERO BID NO. 1-11 PROJECT ENGINEER:JOSEPH L. RIRIE r_ � Pavement Engineering Inc. 3: 2 0 Civil Engineers -P Materials Testing SCALE: AS SHOWN APP;Z�Y.,C9y.f!5Et.,,, DRAWN BY: TRL 60 0,a .e I I *edafizing in Pavement Rehabilitation DATE: APRIL 2002 REVISED: 1 *FO 0 I PLAN STATUS: Petaluma Office (707)769-M30 �: � 0- 0,,- "I ReWing Off1be (5W)224-M5 SITE PLAN 6� FINAL PLANS Son Luis Obispo Office (805)781-2265 DRAWI 4- Siz I FOR CONSTRUCTION CITY OF ATASCADERO ' 020005 10 of 14 ' �� �� ho �_�`***077� ,0-----*** , Y. 11-11 " �' ! � *'"�\ "" ,:`_*�,� "_,, � _�*', � I � ;I.���� _/ � J\ x NK . '. 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NO. 419 (TYP.) 100.48FL ++ { cn , I t {r { � 1 r r r r U , i t { 11 { w W i 11 `'tt i REMOVE & REPLACE HANDICAP RAMP + _ CONCRETE CURB 1 , II II , 1 11 I I to EL - 100.60' IIS REMOVE AND REPLACE V REMOVE & REPLACE Ri i� i DiGQUT & REPLACE 3 AC MATCH L �i '� ++ I MATCH NEW CURB & GUTTER �- ® MATCH NEW CURB & GUTTER V) 0 i i � TYPICAL ' t (Alw BRICK WALKWAY ° 1 I I MATCH t I { 0 � r 1 ( 0 Z I RESIDENTIAL DRIVEWAY PER I Ir „ I r1 �"" ++ 1 C7 SECTION t t t M 1 CJ I 1i 95.99EP FL I I M TCH C7 a 2 r i t +{ I 2 1 i� ITl 4 CITY STD. DWG. NO. 423 0 2 f i t 11 95{.82FL w rY I If MATCH I r U NO. 8B 1 1 If t \ �`` • � � � U V 94.24TG MATCH I t I 4.01 EP > ...._____ ____ __________..,__,.... _______________ ______________________________ __ ____ ______________ ____ t .s 2 93.9176 90.31 INV � �-,p�, � -x� -x x--x--x---x--x--x--N 3 94. 7FL *r --__ _ -_-____-_- ---_ _____________ > \1 S Y,. _•*e-* a: ,:a sr' tiY x •k;&•.r. w.S_='- �o'it..l�"w'• f 4. 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NO. 418 (TYP.) _ Y 94.21 TP MATCH 1 2 r 95.8576 92.851NV PRESERVE LIGHT , ,t 88.81 INV � 2 1 I --I ® MATCH + I ;',95 94.88FL et 95.02FL j i i 12" RCP (E) i i i 94.93SW I I MATCH 3MATCH MATCH , 99.76EP F I 1 1 100.33SW � 95.7976 92.131NV t 5 1 f I .96FL -a95.96FL STANDARD & SIGN i{\ \ tt t {I 1{ , 8 HDPE (N) MATCH z a L++ IW E T MALL -95.94EP FL -95.94EP FL +i MATCH 1 i MATCH I{ �� tt I ,1 ( 11 , t f 1 '' 9fi.00 i '-y9fi.02FL „ -94.91 SW O f i i I; 1 I, �� 1 r • + r i MATCH NEW DRIVEWAY I l i l 11 i , DIGOUT & LA A 1 + 1 + ��' + 1 1 �� ' , ,i EXTEND PLANTER CURB TO NEW SIDEWALK & INSTALL 24" DROP INLET �° it ii ii f INSTALL COMMERCIAL DRIVEWAY + + ���� �., 1 / l �I I 1 r I „ , APPROACH W/ACCESS RAMPS + •�,,\ �' - ��r 1 I SEE DETAIL ''= -�-- ... 1! t 1 � 30 t r r i i ii t (SEE DETAIL) �, I REMOVE EX. DRIVEWAYS (3), AC WALKWAY & PCC CURB I i t i EGRADE NEWALL SIDEWALK TO MATCH SIDEWALK �FESSt a PALMA AVENUE ��. LEWIS AVENUE 150 cEv um �C/09� Plr\,, upu �SED SITE PLAN OF CAl.�� �n v 1„ - 30' NOTE r CITY OF ATASCADERO BID N0. TOP OF NEW PCC CURB TO MATCH EX. SIDEWALK OR 6" UNLESS OTHERWISE NOTED. PROJECT ENGINEER:JOSEPH L. RIRIE Pavement Engineering Inc. ..,. . . g WEST MALL (STA. 9+93 STA. 19+50) 2002 007 Civil Engineers • Materials Testing APPRo BY:CITY IN TRL �© , ucENSE:CA 052735 EXP.: 12/31/02 � - . . scAu�: AS SHOWN DRAWN 8Y: -� SPec�alizifng in Pavement Rehabilitation o DATE: APRIL 20Q2 REVISED: STEVE KAHN CE 42350 EXP. 3 31 04 o PIAN STATUS: Petaluma Office (707)769-`` Q 2002-2003 ANNUAL OVERLAY PROGRAM T a. 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