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1993 - Las Encinas
WQ,k EDGE OF PAVEMENT DETAIL 14111111A smms DIGOUT LIMITS QUANTITlY SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT) SIGNIFES DEEP LEVEL LIMITS DOUBLE YELLOW STRIPE WITH DOTS _13- EXIS77NG FENCE 2, 0 EXISTING WATER VALVE FIRE HYRDRANT PAVEMENT MARKER (BLUE) a MS77NG WATER METER 3 A EXISTING FIRE HYDRANT STOP PAVEMENT LEGEND 0 EXISTING POWER POLE SHEET I--] EXIS77NG GAS VAULT SOLID WHITE LIMIT LINE STRIPE C3 EXIS77NG MAIL BOX SHEET 1: 000.00 . �OO EXISTING SPOT ELEVATION — �0 F 10 FD. 1" I.P. ATAS. COLONY UNLESS SHEET 2: OTHERWISE NOTED. W4-12.1 (LT) FD. 314 I.P. M4RKED '*R.C.E.14994*0 SHEET 3-6 SET CONTROL . 6 RIGHT—OF—WAY CENTERLINE SHEET 4: EXIS77NG RIGHT—OF—WAY IF 11 r PROPERTY LINE SHEET 5.- --------- UNACCEPTED OFFER OF DEDIQ4T7ON 36X36 --------- RADAL SHEET 6: D1W DRIVEWAY FH FIRE HYDRANT P/L PROPERTY LINE WV WATER VALVE ROW RIGHT—OF—WAY O.S.D. OVER—SIDE DRAIN EP EDGE OF PAVEMENT TEL TELEPHONE MIN MINIMUM A.C. ASPHALT CONCRETE M4X MAXIMUM PP POWER POLE TYP TYPICAL T# CENTERLINE TANGENT NUMBER SNF SEARCH NOT FOUND C# CENTERUNE CURVE NUMBER TRAFFIC LEGEND: EXISTING SIGN NEW SIGN PER PLAN @INSTALL PAVEMENT MARKINGS PER DETAIL NOTED ON STATE STANDARD PLANS A20A. A20B a A20C IS INSTALL SIGN NOTED PER PLAN, SEE SIGN SUMMARY PL INSTALL PAVEMENT LEGEND SHOWN PER DETAIL ON STATE STANDARD PLANS A2413, A24C a A24D LL INSTALL 12" SOLID WHITE LIMIT LINE 8 INSTALL BLUE REFLECTIVE R.P.M. FIRE HYDRANT LOCATION MARKER S-N.S. STREET NAME SIGN BLUE REFLECTIVE R.P.M. FIRE HYDRANT LOCATION MARKER Maim 19 Fes.71PMI 9 00sw 9_2 112 1, LOT 45 U 1 1 14 4 5 moo* 400 mow 0000 woo WOW 0000 11 LOr 44 zl'"3''2 .00 LOT 43 woo woo woo W/AWAV Z/Vlffill"3 49-23T-02 40,0 ovop 000 dOOP SHEV 000 owip wop 40vo 400 Goo WOO 400 4000 &VOO PARM 2 WOOR doop Soso PARM A PARCEL A I ?/.Pm/ I w 4000 PAIM 2 211PM142 142=34 50-012-19 4A 4*00 49-232-29 000 0000 PARCEL I 20/PM/64, S LOT 7 woo 49-232-27 FARM A 49--7M-02 FARCE, WT 20 woo 4*00000 414= 'W -47 171ft, 147 % PARCEL Ow PA .3XIjM 3ACIM817i PARCEL a 49-232-31 49-232-22 f "1128 49-2.321-12 dm=O moo 4/9112/Z3 50-021-25 A�*A 49-23M2-10 or liiia i i2a Qwmw amom mam.00M now wom D 40 C PARCa A PARCEL R 1 17/ltl'4/147 3/pm/$7 31PM187 PARCEL 2 JAL� 000 232-1 3/Pu/91 49-232- 1 1,1, � Z".w I w - SHEET 8: Il9W0T"EMENlS_STA_b"5+6U_ I -+-44U—( 01 Kt -%2 000 100 PARCEL 2 000 is 4 SHEET 9: IMPROVEMENTS STA 0+00 ALTURAS TO STA 21+00 ALTURAS. 4�� o LOT 44 1 SHEET 10: IMPROVEMENTS STA 21 +00 ALTURAS TO STA 324-22.47 (END). S 'FAK& 2 wlwln! 40'!?2 Now 4.9e. fAmw -- SHEET L IMPROVEMENTS STA 0+00 LA CANADA TO STA 16+09.48 (END). %�-02 4 W/w A-0 LOT, 10 V SHEET 11 CONSTRUCTION DETAILS. �72 4� ..w art woo W20 X SHEET 12: CONSTRUCTION DETAILS. too LOT WOO 12 .00 0 049-241-2,0 GENERAL NOTES: 1. ALL CONFLICTING PAVEMENT MARKINGS SHALL BE RD40VED BY SANDBLASTING AND BE SEALED WITH AN SS—lh EMULSION. 2. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE INSTALLED PER THE CALTRANS STANDARD SPECIFICATIONS, DATED JULY, 1992 AND STANDARD PLANS, DATED JULY, 1992 ®. AS MOST RECENTLY REVISED. 3. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERIVCE ALERT 1-800-642-2444 2 TO 10 DAYS PRIOR TO THE START OF EXCAVAIION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOR A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. .4- EXISTING SURVEY MONUMENTS LOCATED IN THE .PAVED WAY SHALL BE PROTECTED. INSTALL, MONUMENT WELL PER DETAIL 0, SHEET 12, W z :3 TACK ALL EDGES (TYP) 71-P9 1 1%6-9 &-1 %6_0 PROGRAM FILE: DATA FILE: PROJECT FILE: DRAWING FILE: ENCSHT1-DWG DATE: OCT 93 SF4 rFQ& 400 #OF 4w_ PAR= 2 AAWEL 3 A 31 i4- PARCEL 3 LOT 5~9 00o\ 4/�W/39 LOT 36 00 rp..ua' rx, 10 49-241-23 ^ARM 'X* _40L 0 0- '14OZ/72 ;00 5wo- 21- C 19/PM/90 LOT I 11-33 12 1-41 0., 10i so- PARM 2 p LOT 14 PARM 00, 201PM15 000, .000 49-241-45 LOT 25 _16 PARM A PARCEL 5~9 d000 .000 RO 6^176 40-241-46 LOT 34 50-03f-19 40 ZUK 000 z -23 911�** 1_16 .000 wr 0 J® ® PARK, faL . 4 Zplll� "10 It %41� I LOT m *4% pwd f\L- I dop- "/ I LOT 12 LOT 11 00, Lar 10 PARCEL 5 LOT 24 (d JACIW164 W/W/64 0,00 mCAW164 OW 1 49-271 40--271-03 €3 1-W/ms/ 40-271-01 000 -22 50-021-04 S14EFT i9A \000 P L .. son* qw�'� Wow �w PARCEL 4 ld 1 W/Wl 172 LOT 23 50-021--04 ® � / LOT 6 LOT 17PARCEL X JACA6172 LOYT 20 LOT Y9 =W~2 LOT 7 LOT f# E: *NNW Maw mom saw* owma r/l WIV7123 r/W 74 I V2 LOT F -A A FARM A 49 q%4b .351puAl too" oft mom Noma LOT 32 W-101-10 so -fly-" =Mll IAw 19 50 — N— SCALE: 1"=400' 400 860 1200 w t; Z 0 w :3 z w :3 :3 0.2' TYPE '"Er A.C., 3/4! MAX., MEDIUM GRADING 0.4' TYPE "9* A.C., 31e MAX., MEDIUM GRADING TACK ALL EDGES (`TYP) EXIST. ROAD SURFACE (TYP) EXIST. ROAD SURFACE (TYP) I Y 4-4 --- — --- — -- — 0.50' CLASS 2 AB COMPACT 12* NATIVE SUBGRADE TO 90% MIN. REL DENSITY COMPACT 12'" NATIVE SUBGRADE TO 90% MIN. REL DENSITY ALTERNATIVE A A TYPICAL DIGOUT SECTION: ALTERNATIVE "Er rB NTS TOPOGRAPHIC AND RECORD INFORMATION SHOWN ON THESE PLANS WERE PROVIDED BY: VAUGHAN SURVEYS 1101 RIVERSIDE AVENUE PASO ROBLES, CALIFORNIA 93446 DATED: AUG. 1993 ------------- ------ -- - ------------ --------------- CONST. A.C. DIKE PER CITY OF ATASCADERO STANDARD DRAWING No. 41 EXIST. ROAD SURFACE OVERLAY SECTION (0.15) MIN EDGE OF EXIST. PAVEMENT-" TYPICAL ASPHALT DIKE SECTION 'B9 C "! FARM f 0 4 2411 22 0 BASIS OF BEARINGS e""'NW31#18*E 1965.61914 *A" 4"m ON"* wow. � omma m_ amm mom Sam 4"m 4"m 001 IM1 A LOT 4 41421 49-/2141-•19 SHEET 88 4 /0 DETAIL DESCRIPTION QUANTITlY 1 ASSESSMENT PARCEL NUMBER. DOUBLE YELLOW STRIPE WITH DOTS jf 2, FH FIRE HYRDRANT PAVEMENT MARKER (BLUE) 16 EA 3 STOP STOP PAVEMENT LEGEND 3 EA SHEET IN2.EX-0 SOLID WHITE LIMIT LINE STRIPE 100 LF SHEET 1: 0. --- TITLE SHEET, SHEET INDEX, GENERAL NOTES, & SURVEY INFORMATION. — �0 F 36X36 SHEET 2: IMPROVEMENTS STA 0+00 SAN GREGORIO TO STA 26+50 SAN GREGORIO. W4-12.1 (LT) TURN ARROW WITH ADVISORY SPEED (5 MPH) SHEET 3-6 IMPROVEMENTS STA 26+50 SAN GREGORIO TO STA 58+50 SAN GREGORIO. . 6 W4.12.1 T SHEET 4: IMPROVEMENTS STA 58+50 SAN GREGORIO TO 83+00 (END). IF 11 r 7 SHEET 5.- IMPROVEMENTS STA 0+00 DEL RIO TO STA 15+00 DEL RIO. 36X36 4 SHEET 6: IMPROVEMENTS STA 15+00 DEL RIO TO 41 +00 DEL RIO. A16 I 36X36 SHEET 7: IMPROVEMENTS STA 41 +00 DEL RIO TO 66+50 DEL, RIO. iL I— TURN ARROW WITH' ADVISORY SPEED (15 MPH) Maim 19 Fes.71PMI 9 00sw 9_2 112 1, LOT 45 U 1 1 14 4 5 moo* 400 mow 0000 woo WOW 0000 11 LOr 44 zl'"3''2 .00 LOT 43 woo woo woo W/AWAV Z/Vlffill"3 49-23T-02 40,0 ovop 000 dOOP SHEV 000 owip wop 40vo 400 Goo WOO 400 4000 &VOO PARM 2 WOOR doop Soso PARM A PARCEL A I ?/.Pm/ I w 4000 PAIM 2 211PM142 142=34 50-012-19 4A 4*00 49-232-29 000 0000 PARCEL I 20/PM/64, S LOT 7 woo 49-232-27 FARM A 49--7M-02 FARCE, WT 20 woo 4*00000 414= 'W -47 171ft, 147 % PARCEL Ow PA .3XIjM 3ACIM817i PARCEL a 49-232-31 49-232-22 f "1128 49-2.321-12 dm=O moo 4/9112/Z3 50-021-25 A�*A 49-23M2-10 or liiia i i2a Qwmw amom mam.00M now wom D 40 C PARCa A PARCEL R 1 17/ltl'4/147 3/pm/$7 31PM187 PARCEL 2 JAL� 000 232-1 3/Pu/91 49-232- 1 1,1, � Z".w I w - SHEET 8: Il9W0T"EMENlS_STA_b"5+6U_ I -+-44U—( 01 Kt -%2 000 100 PARCEL 2 000 is 4 SHEET 9: IMPROVEMENTS STA 0+00 ALTURAS TO STA 21+00 ALTURAS. 4�� o LOT 44 1 SHEET 10: IMPROVEMENTS STA 21 +00 ALTURAS TO STA 324-22.47 (END). S 'FAK& 2 wlwln! 40'!?2 Now 4.9e. fAmw -- SHEET L IMPROVEMENTS STA 0+00 LA CANADA TO STA 16+09.48 (END). %�-02 4 W/w A-0 LOT, 10 V SHEET 11 CONSTRUCTION DETAILS. �72 4� ..w art woo W20 X SHEET 12: CONSTRUCTION DETAILS. too LOT WOO 12 .00 0 049-241-2,0 GENERAL NOTES: 1. ALL CONFLICTING PAVEMENT MARKINGS SHALL BE RD40VED BY SANDBLASTING AND BE SEALED WITH AN SS—lh EMULSION. 2. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE INSTALLED PER THE CALTRANS STANDARD SPECIFICATIONS, DATED JULY, 1992 AND STANDARD PLANS, DATED JULY, 1992 ®. AS MOST RECENTLY REVISED. 3. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERIVCE ALERT 1-800-642-2444 2 TO 10 DAYS PRIOR TO THE START OF EXCAVAIION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOR A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. .4- EXISTING SURVEY MONUMENTS LOCATED IN THE .PAVED WAY SHALL BE PROTECTED. INSTALL, MONUMENT WELL PER DETAIL 0, SHEET 12, W z :3 TACK ALL EDGES (TYP) 71-P9 1 1%6-9 &-1 %6_0 PROGRAM FILE: DATA FILE: PROJECT FILE: DRAWING FILE: ENCSHT1-DWG DATE: OCT 93 SF4 rFQ& 400 #OF 4w_ PAR= 2 AAWEL 3 A 31 i4- PARCEL 3 LOT 5~9 00o\ 4/�W/39 LOT 36 00 rp..ua' rx, 10 49-241-23 ^ARM 'X* _40L 0 0- '14OZ/72 ;00 5wo- 21- C 19/PM/90 LOT I 11-33 12 1-41 0., 10i so- PARM 2 p LOT 14 PARM 00, 201PM15 000, .000 49-241-45 LOT 25 _16 PARM A PARCEL 5~9 d000 .000 RO 6^176 40-241-46 LOT 34 50-03f-19 40 ZUK 000 z -23 911�** 1_16 .000 wr 0 J® ® PARK, faL . 4 Zplll� "10 It %41� I LOT m *4% pwd f\L- I dop- "/ I LOT 12 LOT 11 00, Lar 10 PARCEL 5 LOT 24 (d JACIW164 W/W/64 0,00 mCAW164 OW 1 49-271 40--271-03 €3 1-W/ms/ 40-271-01 000 -22 50-021-04 S14EFT i9A \000 P L .. son* qw�'� Wow �w PARCEL 4 ld 1 W/Wl 172 LOT 23 50-021--04 ® � / LOT 6 LOT 17PARCEL X JACA6172 LOYT 20 LOT Y9 =W~2 LOT 7 LOT f# E: *NNW Maw mom saw* owma r/l WIV7123 r/W 74 I V2 LOT F -A A FARM A 49 q%4b .351puAl too" oft mom Noma LOT 32 W-101-10 so -fly-" =Mll IAw 19 50 — N— SCALE: 1"=400' 400 860 1200 w t; Z 0 w :3 z w :3 :3 0.2' TYPE '"Er A.C., 3/4! MAX., MEDIUM GRADING 0.4' TYPE "9* A.C., 31e MAX., MEDIUM GRADING TACK ALL EDGES (`TYP) EXIST. ROAD SURFACE (TYP) EXIST. ROAD SURFACE (TYP) I Y 4-4 --- — --- — -- — 0.50' CLASS 2 AB COMPACT 12* NATIVE SUBGRADE TO 90% MIN. REL DENSITY COMPACT 12'" NATIVE SUBGRADE TO 90% MIN. REL DENSITY ALTERNATIVE A A TYPICAL DIGOUT SECTION: ALTERNATIVE "Er rB NTS TOPOGRAPHIC AND RECORD INFORMATION SHOWN ON THESE PLANS WERE PROVIDED BY: VAUGHAN SURVEYS 1101 RIVERSIDE AVENUE PASO ROBLES, CALIFORNIA 93446 DATED: AUG. 1993 ------------- ------ -- - ------------ --------------- CONST. A.C. DIKE PER CITY OF ATASCADERO STANDARD DRAWING No. 41 EXIST. ROAD SURFACE OVERLAY SECTION (0.15) MIN EDGE OF EXIST. PAVEMENT-" TYPICAL ASPHALT DIKE SECTION 'B9 C "! FARM f 0 4 2411 22 0 BASIS OF BEARINGS e""'NW31#18*E 1965.61914 *A" 4"m ON"* wow. � omma m_ amm mom Sam 4"m 4"m 001 IM1 A LOT 4 41421 49-/2141-•19 SHEET 88 4 /0 LAS ENCINAS ROADSIDE SIGN SUN04ARY DETAIL DESCRIPTION QUANTITlY 1 22 DOUBLE YELLOW STRIPE WITH DOTS 1050 LF 2, FH FIRE HYRDRANT PAVEMENT MARKER (BLUE) 16 EA 3 STOP STOP PAVEMENT LEGEND 3 EA W4-5-1 (LT) TURN ARROW WITH ADVISORY SPEED (15 MPH) SOLID WHITE LIMIT LINE STRIPE 100 LF LAS ENCINAS ROADSIDE SIGN SUN04ARY SHOULDER TACK A.C. PRIOR TO PLACEMENT OF DIKE C 29743 Exp. 3131/95 CiM OF CiAN0 S/1 N.T.S. %) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN THE FOUND 314" IRON PIPE APPROXIMATELY 76* NORTHWESTERLY FROM THE CENTERLINE INTERSECTION OF DEL RIO ROAD AND GARCIA ROAD AND THE FOUND 1" IRON PIPE ALONG THE CENTERLINE OF DEL RIO ROAD AND AT THE NORTHWEST CORNER OF LOT 7 OF BLOCK 47 OF THE ATASCADERO COLONY AS PER MAP FILED IN BOOK 3AC AT PAGE 64 OF MAPS AND HAVING A MEASURED BEARING OF N 88'31 ' 18'" E 1965.69' ANDA RECORD BEARING AND DISTANCE OF N 88*31-'1ir E 1966.87# AS CALCULATED FROM 17ILS12. BENCHMARK FOUND NGS BRASS DISK SET VERTICALLY IN THE NORTHEAST FACE OF THE CENTER CONCRETE PIER OF THE DEL RIO ROAD OVERPASS AT U.S. HIGHWAY 101. THE DISK IS IS STAMPED "B 1450 1989" ELEVATION = 866-11 (NAV0 88 DATUM) BOUNDARY NOTE THE BOUNDARY AND LOT LINES SHOWN HEREON ARE BASED UPON A COMBINATION OF MEASURED AND CALCULATED FROM RECORD DATA. BEARINGS AND DISTANCES BETWEEN FOUND MONUMENTS ARE MEASURED DISTANCES, MISSING CENTERLINE ANGLE POINTS WERE CALCULATED BY COMPASS ADJUSTMENT, LOT LINES WERE COMPILED FROM RECORD DATA ONLY. THIS SURVEY DOES NOT REPRESENT A COMPLETE BOUNDARY SURVEY AND SHOULD NOT BE TAKEN AS SUCH. DESIGN GDM CHECKED Jif CITY OF ATASCADERO, PALIFORNIA ENGINEERS 0 SURVEYORS REVIEWED BY: STEVEN J.SYLVESTER, CITY ENGINEER 1000 MILL STREET SAN LUIS OBISPO DATE: (805) 544-5445 CALIF. 93401 PROJECT ENGINEER DATE -.1 Ls:�Z3 R.C.E. 41,231 (EXIA. 3-31-96 ) 9CE 297*3 P CIFI TELE HONES & TE O PH /N7. 9?3 REVIEWED BY dill''' 1111111110 W4 Project Engineer 0 w No: 41231 DANIEL WATSON R.C.E. 41231 3 Exp. Date. 3— 31-95 CIV Approval Date, WORK ORDER LAS ENCINAS ASSESSMENT DISTRICT 1 OW6.01 CITY OF ATASCADERO SHEET TITLE SHEET I OF 12 CITY FILE No.: COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA TYPE DESCRIPTION • SIZE NUMBER OF SIGN PANELS/ POSTS 1 W4.2.1 (RT) REVERSE TURN ARROW W/ADVISORY SPEED (20 MPH) 36X36 1 2 2 W4-5.1 KLikD TURN ARROW WITH ADVISORY SPEED (10 MPH) 36X36 2 3 W4-5-1 (LT) TURN ARROW WITH ADVISORY SPEED (15 MPH) 36X36 2 4 W4.5.1,(RT) TURN ARROW WITH ADVISORY SPEED (15 MPH) 36X36 2 5 W4-12.1 (LT) TURN ARROW WITH ADVISORY SPEED (5 MPH) 36X36 1 . 6 W4.12.1 T TURN ARROW WITH ADVISORY SPEED (5 MPH) 36X36 I 7 W442.1 T TURN ARROW WITH ADVISORY SPEED (10 MPH)_ 36X36 4 8 W4-12.1 (RT) TURN ARROW WITH ADVISORY SPEED (10 MPH) 36X36 3 9 W4-12_1 (M TURN ARROW WITH' ADVISORY SPEED (15 MPH) 36X36 2 10 w4.12.1 TURN ARROW WITH ADVISORY SPEED (15 MPH) 36X36 I 11 W6 ADVISORY SPEED 10 MPH 24X24 1 12 W7A 0:17) SIDE ROAD SYMBOL 36X36 2 13 W7A (RD SIDE ROAD SYMBOL 36X36 2 14 1 W14 (1,T) WINDING ROAD SYMBOL 30X30 3 15 W14 (RT) WINDING ROAD SYMBOL 30X30 3 16 W17 STOP AHEAD, 36Y.36 2 17 W56-2.1 DOUBLE HEAD ARROW 48X24 2 18 W71 NEXT I MILE 18X24 2 19 W81 CHEVRON 18X24 78 20 RI STOP SIGN 30X30 2 21 TYPE *N' OBJECT MARKER - YELLOW 18XI8 4 22 SW4-1 WATCH DOWNHILL SPEED 30X10 1 23 WOOD POST SINGLE SIGN PANEL 38 -24 WOOD POST I DOUBLE SIGN PANEL 42 SHOULDER TACK A.C. PRIOR TO PLACEMENT OF DIKE C 29743 Exp. 3131/95 CiM OF CiAN0 S/1 N.T.S. %) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN THE FOUND 314" IRON PIPE APPROXIMATELY 76* NORTHWESTERLY FROM THE CENTERLINE INTERSECTION OF DEL RIO ROAD AND GARCIA ROAD AND THE FOUND 1" IRON PIPE ALONG THE CENTERLINE OF DEL RIO ROAD AND AT THE NORTHWEST CORNER OF LOT 7 OF BLOCK 47 OF THE ATASCADERO COLONY AS PER MAP FILED IN BOOK 3AC AT PAGE 64 OF MAPS AND HAVING A MEASURED BEARING OF N 88'31 ' 18'" E 1965.69' ANDA RECORD BEARING AND DISTANCE OF N 88*31-'1ir E 1966.87# AS CALCULATED FROM 17ILS12. BENCHMARK FOUND NGS BRASS DISK SET VERTICALLY IN THE NORTHEAST FACE OF THE CENTER CONCRETE PIER OF THE DEL RIO ROAD OVERPASS AT U.S. HIGHWAY 101. THE DISK IS IS STAMPED "B 1450 1989" ELEVATION = 866-11 (NAV0 88 DATUM) BOUNDARY NOTE THE BOUNDARY AND LOT LINES SHOWN HEREON ARE BASED UPON A COMBINATION OF MEASURED AND CALCULATED FROM RECORD DATA. BEARINGS AND DISTANCES BETWEEN FOUND MONUMENTS ARE MEASURED DISTANCES, MISSING CENTERLINE ANGLE POINTS WERE CALCULATED BY COMPASS ADJUSTMENT, LOT LINES WERE COMPILED FROM RECORD DATA ONLY. THIS SURVEY DOES NOT REPRESENT A COMPLETE BOUNDARY SURVEY AND SHOULD NOT BE TAKEN AS SUCH. DESIGN GDM CHECKED Jif CITY OF ATASCADERO, PALIFORNIA ENGINEERS 0 SURVEYORS REVIEWED BY: STEVEN J.SYLVESTER, CITY ENGINEER 1000 MILL STREET SAN LUIS OBISPO DATE: (805) 544-5445 CALIF. 93401 PROJECT ENGINEER DATE -.1 Ls:�Z3 R.C.E. 41,231 (EXIA. 3-31-96 ) 9CE 297*3 P CIFI TELE HONES & TE O PH /N7. 9?3 REVIEWED BY dill''' 1111111110 W4 Project Engineer 0 w No: 41231 DANIEL WATSON R.C.E. 41231 3 Exp. Date. 3— 31-95 CIV Approval Date, WORK ORDER LAS ENCINAS ASSESSMENT DISTRICT 1 OW6.01 CITY OF ATASCADERO SHEET TITLE SHEET I OF 12 CITY FILE No.: COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA LEGEND: SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & B.. SHT. 1). A A SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). Q%MSIGNIFIES DEEP LEVEL LIMITS. ALL ROADWAYS TO RECEIVE D. 15* OVERLAY UNLESS OTHERWISE NOTED. SHEET INDEX NM -1 QI sj %0v SLOPE PER OETAIL "Ar SHT 11. D 0 w.W4-5.1 (RT) (NO TREE 'REMOVAL REQ.) (15)(36- x 39') (1388,9 POWER POLE WATER VA L VE H. P. GAS (1409,50) A D \(1394.0,3) 406.65) 0 STA 0+00 DEL RIO �(1,399.66) (1403-39) 0 MATCH JUNE TO SHEET 5A6 G 1 A N G LOT 17 3Ar;/MB/72 APN 50-092-08 CENTERLINE TANGENT TABLE NO. 74.96 1 C31 23'43*53* DISTANCE 1 N 18'32'33" E 3.20 LOT 33 S 33'33$2:r W 39.96 3 S 09*52'0.r 3A(;/VIB/'70 43.96 4 S 33'01'29" W 40.63 5 APN 50-091-04 20'O6*O9r W 12-57 6 S 2.T01'4(r W 57.32 7 S 0710'44r E 57.40 8 S 63' 11'07" E 76.07 9 S 4705"21' ASSESSMENT BOUNDARY (TI 88.06 110 S 56'49'27" (141&26, 118.41 (1416.65) Q±QQ MN GRWQ8IO BEGIN IMPROVEMENTS NOTE: STA 4+27.11 RT 20.73 FD. L. & 71N APPLY LEVEL COURSE TO ENTIRE ASSESSED LENGTH OF SAN GREGORIO ROAD (±9120 L.F.) RECONSTRUCT 43 PER DETAIL *C*, LF OF 6r A.C. DIKE SHT. 1. A. C, BERM MAILBOX WATER VALVES ROW (TYP) CABLE TV PED. MAILBOX CABLE -111 PED. 87Y CMP T6 10, Chic- Swr H.PGAS POWER POLE LIMITS OF FABRIC 1\0 STA WIGUY BEGIN A. C. BERM TE L. PED, D L R ell Jill 11111"1 XO 4,20 (1415.87) z 40 40 VI -Z R 0 A D -00 c2 rr QI sj %0v SLOPE PER OETAIL "Ar SHT 11. D 0 w.W4-5.1 (RT) (NO TREE 'REMOVAL REQ.) (15)(36- x 39') (1388,9 POWER POLE WATER VA L VE H. P. GAS (1409,50) A D \(1394.0,3) 406.65) 0 STA 0+00 DEL RIO �(1,399.66) (1403-39) 0 MATCH JUNE TO SHEET 5A6 G 1 A N G LOT 17 3Ar;/MB/72 APN 50-092-08 1 CENTERLINE TANGENT TABLE NO. 74.96 BEARING 23'43*53* DISTANCE 1 N 18'32'33" E 3.20 2 S 33'33$2:r W 39.96 3 S 09*52'0.r W 43.96 4 S 33'01'29" W 40.63 5 N 20'O6*O9r W 12-57 6 S 2.T01'4(r W 57.32 7 S 0710'44r E 57.40 8 S 63' 11'07" E 76.07 9 S 4705"21' W 88.06 110 S 56'49'27" E 118.41 1 15!00*51" 286.60 74.96 2 23'43*53* 143.40 59.18 3 23'20'0Er 143.40 57.51 4 53'28*5:r 41.60 38.31 5 44"55' 19" 95.80 75.11 6 33'54'27" 84.60 50.07 7 12V02*22r 41.60 91.51 8 74?44*21" 48.30 63.00 9 8(r53"41' 38.90 54.92 P/L (TYP) G LOT 16 3AC/M8/72 APN 50-092-03 LOT 34 3AC/MB/70 APN 50-091-13 CABLE TV PED. -- POWER POLE WATER METER (1416-09) (2) W81 @ STA 7+35 END CUT SLOPE (If 414.83) WA TER VALVES FIRE HYDRANT W I $T) W71 1 M FD. C -NAIL ETER 1 CUT SLOPE PER DETAIL W., SHT. 11. PARCEL 4 93 14/PM/92 APN 50-021-21 LOT 35 3AC/MB/70 APN 50-091-12 x'1408,31) (2) W81 @ MAILBOX (2) W81 @ (1 05.76) A, C. BERM 20" 0 r SNF' _3r� Q f4 AA rcH UN,E" ro SrA 10+26 SHAT' 28 STA 10+25 mra 0; Gip END SLOPE CUT SHEET 2A 1377.49 1,374_x-3) TEL. PED. (2) W81 1380.89 POWER POLE A. C. BERM LOT 35 LOT 36 1372.462_ LOT 37 .3AC/ MB/70 3AC/MB/70 3AC/MB/70 APN 50-091-12 APN 50-091-071383.76 _j APN 50-012-14 1386.19 12 OAK OAK CLUSTER 20-±§_0 NOTE: 1388. 07 GAS METER 18+6 0 END CMAILBOX UT SLOPE ' S__T_A _ APPLY LEVEL COURSE TO ENTIRE ASSESSED 1371. LENGTH OF SAN GREGORIO ROAD. BEGIN CUT SLOPE A ins 1 W4-5.1(RT)(15)(36r x 36r Z4 !�*4- CUT SLOPE PER SHEET INDEX !F %, %% DETAIL wAr. SST. 11. 1 co 10�z 7*0 WA TER VALVE NM 0#1 Z4 (13 7Q.. 19) 0 1403.97) FIRE HYDRANT ; ' j -7-le P/L (TYP) MAILBOX---� - I'll 1369-21 H.P. GAS A D sN 10 A. C. BERM R 0 0392.46 D/W t PARCEL 4 0 BEGIN LIMITS OF FABRIC L1355.3�g LOT 38 BEGIN LIMITS OF FABRIC 3AC/MB/70 14/PM/92 G 136 A.C.BERM APN 50-021-13 APN 50-021-21 GAS METER 1,39,3�69 139Cr____ el t -4L G W4-12.1(RT)(15)(3er x 31r)@ END LIMITS OF FABRIC W1 4(LT) A N 1353.64 (1402.41)" IS (1394.46). 24 GAS M ROW (TYP) (1394.69) (2) W81 0402� TEL.PED.`-�, ------ 23 z C6 T7 0395.1�) i $ j @ (2) W81 (1396,13) WATER METER I FD, NAIL & TIN (139 7� 75; H P GAS 1360 '1357.38 1352.24 MAILBOXES - k 15 W4-5.1 (RT)(1 5)(3er x 36*) 96 21±§O -GAS METER BEGIN CUT SLOPE I I MAILBOXES A. C.BER W LOT 13 @ 10"' OAK nA 3AC/MB/72 24" OAK A. C. BERM APN 50-021-14 12"' OAK---_� k�41)'bot,_OF FABRIC WATER METERS (1 .3 1360.91 5" OA 40e 4 0 0000 US (2) W81 CUT SLOPE PER oEl *9A SHT. 1-1., Z -1400 ♦MAILBOX WATER METER POWER POLE CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE LAQx_ �41 GAS ME7Q? NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH STA 26+70 S�t TEL. PED 1 S 5649"2-r E 118.41 1 12(Y5544" 68.60 144.79 ER5 CUT SLOPE 14 o WATER METER 2 N 01'55'0+8" E 329.92 2 38'47'39"47'39r 95.80 64.87 9v*%b C -NAIL 3 S 37' 10'52" E 109.17 3 2(7001Z 409.30 142.92 0 WATER METER 4 N 1 -P 111 Lr W 22.01 4 12651'1 (f 57.80 127.97 POWER POLE 91 5 N 7a5O*4.T W 76.08 5 1 0(r5l'01* 75.70 133.24 PARCEL 3 1401 75) PARCEL 2 PARCEL 1 LOT, 14 6 N 06245(f E 103.99 6 06'57'23'818.60 99.39 LOT 12 PARCEL 2 14/PM/92 14/PM/92 11 4/PM/92 3AC/MB/72 7 N 1525'33* E 56.41 7 118'09'08'" 53.50 110.32 3AC/MB/72 30/PM/38 APN 50-021-22 APN 50-021-20 APN 50-021-2-31 APN 50-021-13 8 N 46`39'10" W 46.91 _j 8 OT54'03' 955.00 65.02 _j APN 50-021-02 APN 0- SHEET 2B REFERENCES: NO. DATE REVISIONS APPD. DESIGN GDM WORK ORDER PROGRAM FILE: CHECKED LAS ENCINAS ASSESSMENT DISTRICT 10856.01 DATA FILE: &smm SCALE: 1 =40' SHEET PROJECT FILE: ENGINEERS • SURVEYORS STA 0+00 SAN GREGORIO TO DRAWING FILE: ENCSH1T2-DWG 1000 MILL STREET DATE: MR 2 OF 12 SAN LUIS OBISPO �0 60 120 STA 26+50 SAN GREGORIO 1 (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA CITY FILE No.: DATE: OCT 93 R.C.E. 41,231 (EXP. 3-31-95 LOT 38 PARCEL 1 PARCEL 2 3AC/MB/70 30/pm/38 30/pm/38 APN 50-012-13 APN 50-012-24 APN 50-012-25 ald P/L (TYP) BERM NOTE: APPLY LEVEL COURSE TO ENTIRE ASSESSED STA 26;t7Q LENGTH OF SAN GREGORIO ROAD. END CUT SLOPE 1350.81 0 LOT 12 3AC/MB/72 APN 50-021-02 SHEET INDEX NM I 0 PARCEL 8 17/PM/138 APN 50-012-21 LEGEND: SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & By SHT. 1). SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). SIGNIFIES DEEP LEVEL LIMITS. ALL ROADWAYS TO RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. 111111F WATER MEMe .7. �, sow 0 I IA� C, BERM I j MA A YDM^NT:--' %&imp TER VALVE BEGIN LIMITS OF FABRIC .7 '-WATER ►LVE GAS VAUL H.P.GAS PARCEL 1 47/PM/30 ADN0021 R / / I -POWER POLE 95 / FD. 314" IP OPEN RECONSTRUCT EXIST. O.S.D. INLET (2) W81QSJ -\TEL. PED. PER CALTRANS STND. PLAN D87A. @ TYPE *A* DIKE W/ L=15'. A W4-12.1(LT)(1 )(36' x 6') .51 1346-88 29/ILI_ i EP (TYP) (1345.27) ROW (TYP) (134&22) le A LIMITS OF FABRIC WATER VALVE FIRE HYDRANT WATER METER MAILOUA / I A�C.BERM, .00, SAN GREGORIO ROAD -END A.C. BERM 1,303.31 (1337.95 133132 13 1127779 RECONSTRUCT EXIST. O.S.D. INLET MAILBOXES 308.94 two MAfL80X 1 19.18 1314.15 J14 PER CALTRANS STND. PLAN D87A. OPtAl TYPE "ADIKE W/ L=15 . WATER METER -KPGAS e D 1. C5 31 3 l I I I I f 1p A D/W I I -us__j 1 1296.47 POWER POLE C6\13 a_----rE.L.PED. '-,TEL.PED. BEGIN .............. LIMITS OF FABRIC -FD� 314"" IP OPEN _ -BEGIN A.C. BERM POWER POLE WIG LOT 11 Lgr 10 3AC/MB/72 3AC/MB/72 APN 50-021-19 APN 50-021 -30 e PARCEL 2 47/PM/30 APN 50-021-34, CENTERLINE TANGENT TABLE NO. A. VAUL I BEARING 6529'55r DISTANCE 0) WATER &f ETERS 4639* 1 Cr W 46.91 4 S 33'35'08" \\,_Ljgfi4.76 19.82 5 N 81008'1 T H.P.GA 70.90 6 END LIMITS OF FABRIC 86'385e E 151.25 7 S 6627'59r W (2) W8 1 @ 8 N. 5734'51* d WATER VALVE 152.46 9 N 17,07'4!r E 17.03 10 S / / I -POWER POLE 95 / FD. 314" IP OPEN RECONSTRUCT EXIST. O.S.D. INLET (2) W81QSJ -\TEL. PED. PER CALTRANS STND. PLAN D87A. @ TYPE *A* DIKE W/ L=15'. A W4-12.1(LT)(1 )(36' x 6') .51 1346-88 29/ILI_ i EP (TYP) (1345.27) ROW (TYP) (134&22) le A LIMITS OF FABRIC WATER VALVE FIRE HYDRANT WATER METER MAILOUA / I A�C.BERM, .00, SAN GREGORIO ROAD -END A.C. BERM 1,303.31 (1337.95 133132 13 1127779 RECONSTRUCT EXIST. O.S.D. INLET MAILBOXES 308.94 two MAfL80X 1 19.18 1314.15 J14 PER CALTRANS STND. PLAN D87A. OPtAl TYPE "ADIKE W/ L=15 . WATER METER -KPGAS e D 1. C5 31 3 l I I I I f 1p A D/W I I -us__j 1 1296.47 POWER POLE C6\13 a_----rE.L.PED. '-,TEL.PED. BEGIN .............. LIMITS OF FABRIC -FD� 314"" IP OPEN _ -BEGIN A.C. BERM POWER POLE WIG LOT 11 Lgr 10 3AC/MB/72 3AC/MB/72 APN 50-021-19 APN 50-021 -30 e PARCEL 2 47/PM/30 APN 50-021-34, 3 CENTERLINE TANGENT TABLE NO. 65.02 BEARING 6529'55r DISTANCE 3 N 4639* 1 Cr W 46.91 4 S 33'35'08" E 19.82 5 N 81008'1 T E 70.90 6 N 86'385e E 151.25 7 S 6627'59r W 49.35 8 N 5734'51* E 152.46 9 N 17,07'4!r E 17.03 10 S 2527'42" E 51.14 3 03'54"03* 955.00 65.02 4 6529'55r 95-80 109.52 5 0629'40' 955.00 91-61 6 17*58'4Er 318.40 99.92 7 1 T59'21" 359.34 100.28 8 39*49'27" 95.80 86.59 9 3507'47" 114.80 76.40 10 4609'04" 114.80 92.47 SHEET 3A FD, 3/4" IP OPEN LOT 43 1216-Z-352 3AC/MB/69 APN 49-231-02 A. C, BER llllllll•(2) PARCEL A 1222.34) W81@ PARCEL 1 LOT 42 17/DM/150 3AC/MB/69 17/DM/138 lk - - - - - - -I APN 50--012-20 (1214.94-) APN 50-012-18 1 APN 49-231-01 r1l TE -e, P� t � A. C. BERM CONST. ROADWAY WIDENING IMPROVEMENTS fn PER DETAIL "Y% SHEET 11. ` / _ _ !,� e 01 , / ' 1148.79 (RELOCATE PER DIRECTION BEGIN LIMITS OF FABRIC W4-12.1 (LT?(l 0) -MAILBOX OF CITY ENGINEER) (I 2.5x 1055) 'N (3er x a0le 81 1233.26 FD. 314" IP OPEN 010e NOTE* 1156.36' 1153.06 APPLY LEVEL COURSE TO ENTIRE ASSESSED 1159.68' FD314' IP OPEN -,, LENGTH OF SAN GREGORIO ROAD. SHEET INDEX ,," �14.2�2 1238.33 1163-37) A, C. BERM -11, RECONSTRUCT EXIST. O.S.D. INLET Ooo' PER CALTRANS STND. PLAN D87A. FD. 314" IP OPEN 0#10 TYP W DIKE (L=15') ` ti � , FENCE 57 1214-4Q)_ N 0 167-19' 0 11 7956 Ile ------- ---------- ----- (12-43.4-0)-_ % WATER VALVE F 314" WlILLEGIBLE TAG 0. .1ol A. C. BERM P/L (n?) "'---FIRE HYDRANT 0 (117086 ATS OF FABRIC RECONSTRUCT EXIST. O.S.D. INLET 0 173,7:f) END LIMITS PARCEL 2 PER CALTRANS STND. PLAN D87A %__l /s A.C. BERM 17/PM/150 TYP `9 DIKE (L=15') MAILBRtS 1 APN 50-012-19 IN 5 fla 3 P OPEN 0 7&> C8 180 c. END LIMITS OF FABRIC W4-12.1 (F�T)(5) R Lj�L3.�59 4 PARCEL S (31r x 3ir) R GAS METERS 17/PM/147 1216-38 Alk E G APN 49-232-31 PARCEL 1 R FD. 314!' MAILBOX---,, *4 WATER METER 4-7/PM/30 S U /P W,/ILL TAG, I I IN APN 50-021-33 W4-12.1VT)(5) BEGIN LIMITS OF FABRIC I � 1000-� TEL.BOX 1 C9 (31rx 3 POWER POLE is,4 57 a@ ROW (TYP) 1198.26 (1195.88) EP (TYP) 1206.3 (1202,631 ------- END LIMITS OF FABRIC CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE 1217.35 NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH A.C.BERM 1186. MAILBOX W4-12.1 (R 1209�69 T) 1 S 2(7453er W 173.87 1 4750'3t 114.80 92.47 IS (1 0)(�l x 3 5 BEGIN LIMITS OF FABRIC FD_ 314" IP OPEN -\CT6 2 N 25'41'3Z E 69.90 2 04?59'33' 1146.00 99.86 3 S 2548 43" W 71.38 3 1WOO 'OCr 41.62 130.76 N 4 N 17*50*05* E 77.25 11 17.45) ro IR j, 1 4 0759'Qr 716.30 99.95 GAS VAULT POWER POLE C 5 S 60r00157" W 128-16 5 13721l3fr 57.80 138.57 wi METER MA I L. QQ X ES 6 N 78'01'45r E 134.10 6 18'00'3' 260.50 81.88 FO. 314 -IP OPEN -------------- -- A.C.RERM 7 N 4631 `2(f E 119.48 7 31*2521" 95.80 52.54 8 S 7700'2er E 79.68 8 54?33'51'* 95.80 91.23 1257.60 ---------- ------- 9 S 37*03'2T W 117.79 9 64?04'3e 41.60 46.52 A. 0. BERM FDD 314'" IP WIILLEGIBLE TAG 10 S 8600"34C W 82.79 IS (2) W81 10 48*031 48"'03,13" 57.80 48.48 I D/W 5�� TELYED, \11c l 1 (81> 11 N 4732*51 E 42. 3732'3:r 95.80 62.77 POWER POLE VD �e FD. 314"' IP WIILLEGIBLE TAG 12 5(726157" 48.30 64.99 sm GPE �l " n PARCEL B PARCH A GAS VAULT A +001 LO!�D♦ 1212.86 82 PARCE" 17/PM/128 17/PM/147 COj0NU 0 17/PM/128 APN 50-021-25 APN 49-232-33 SHEET 3E3 CoR APN 50--021-24 L A %il Rf WATER METER ---FD. 314- 1p WIILLEGIBLE TAG - - - ------- ------- REFERENCES: NO. DATE REVISIONS APPD. DESIGN GDM CHECKED f -OZ WORK ORDER PROGRAM FILE: _mlmmjmL_ - LAS ENCINAS ASSESSMENT DISTRICT 10856.01 DATA FILE: w1um SCALE: 1"=40' SHEET PROJECT FILE: ENGINEERS 0 SURVEYORS STA 26+50 SAN GREGORIO TO DRAWING FILE: ENCSHT3.DWG ft 1000 MILL STREET SAN LUIS OBISPO DATE. 0 40 80 120 STA 58+50 SAN GREGORIO 3 OF 121. (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY FILE No.: DATE: OCT R.C.E. 41,231 (EXP. 3-31-96 j CITY OF ATASCADERO, STATE OF CALIFORNIA 93 CUT SLOPE PER N- ,/�� - mg. SHi 11 (1144.8-0) RECONSTRUCT EXIST. O.S.D. INLET PER CALTRANS STND. PLAN D87A, TYPE *g DIKE (L=15'). A C. BERM 1145.04 1145Z9 IJVLV. (1145.31) TEL. PED, 61 GAS METER WATER METER 0 ' PARCEL B 17/PM/147 APN 49-232-31 1 N 2-4" ` OAK) 42.34 OOAK", 6AK- 5.731'4:r 6n QAK- Cro QAK--" 10ft OAKI CUT SLOPE PER N- ,/�� - mg. SHi 11 (1144.8-0) RECONSTRUCT EXIST. O.S.D. INLET PER CALTRANS STND. PLAN D87A, TYPE *g DIKE (L=15'). A C. BERM 1145.04 1145Z9 IJVLV. (1145.31) TEL. PED, 61 GAS METER WATER METER 0 ' PARCEL B 17/PM/147 APN 49-232-31 1 N 4732*53* E 42.34 2 N 5.731'4:r W 113.29 3 j. S 7Z56'44r W 138.75 4 S 4601 "49" E 65.58 5 S 57* 17111 sr W 123.88 6 S W30,3cr w 23.71 7 S 27* 1 6'3.T W 145.52 8 S 77*33'44r W 16.64 9 S W55'17" E 99.01 1068.87 J_l <62> %--W PARCEL A 17/P/19 AP N 49 - 2 31 - 14 METERN U05 04 LOT 43 LOT 44 3AC/MB/69 3AC/MB/69 APN 49-231 -02 I 1632'0(f 95.80 62.77 2 7705"2e 48.30 64.99 3 51*33'1 e 57.80 52.01 4 6a5807" 95.80 101.94 5 7F57'4:r 179.20 240.71 6 3(Y52'Ofr 143-40 77-26 7 6(r 1 5*2Cr 79.90 84.03 8 4731'3e 99.00 85.58 9 21*5927" 286.60 110400 1068.87 J_l <62> %--W PARCEL A 17/P/19 AP N 49 - 2 31 - 14 METERN U05 04 LOT 43 LOT 44 3AC/MB/69 3AC/MB/69 APN 49-231 -02 APN 49-231----0 NOT�- APPI LEVEL COURSE TO ENTIRE ASSESSED LENGTH OF SAN GREGORIO ROAD. P/L (TYP) (1140,60) 1135.98 (1 132.55) H.P.GAS SIVrS2 'A M 128.2A I (112 FD. 11112" REBAR �;'RCE 14 Arh4!' y 0 LOT 7 3AC/1V8/71 APN 49-232-02 4'P ()5t) PQL7"9�2 4� 0 PARCEL B 17/PM/129 APN 49-231--15 I SHEET INDEX 0 1 SAN GREGORIO RD. A.0BERM 118. 1111.24 1116.59 MAILBOX BOX POWER POLE WIGUY LEGEND: 0 0 1OT 45 PARCEL A SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & 9, SHT. 1). SAC,/MB/69 17/P /129 stwno FABRIC OR LEVEL Lion (SEE PLAN FOR TREATMENT). APN 49-.231--12 APN 49-231 4 95MsiGNInEs DEEP LEVEL umns. ALL ROADWAYS TO RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. �1072.97 ic e/ fv FD, 112" REBAR "RCE14994-,,,. N ( POWER POLE 1082-06" GAS METER %72 MAILBOX C9 Nil C1084.949't TEL, PED. WATER 'VALVE 1088.13 FIRE HYDRANT FD. REBAR NO TAG FD. 112" REBAR ILLEE GIBL ESAO A MAILBOX-,,, 7090 S ME7ER FD. 112" REBAR NO TAG,,,, TEL, BOX POWER POLE WA TER METER 6a FD. 112" RESAR NO TAG C6 '7700 POWER POLE FD, !12- REBAR N TAG TEL �Q.�44 21 /PM/42 �C'FD. "20 RESAR NO 7AG WATER METER \\C1 �104.,�75APN 49-232-29 FD. 112"' RESAR NO TAG END FABRIC LIMITS (12.5'x 1055") \a 1„a-_5_3La 0 PARCEL1 PARCEL 2 20/PM/64 20/PM/64 MrN 'R*U-4.J4-4I I- :I-/- /__z SHEET 4A VALVE 1015Z8 STA 83±+00 SAN eREGORIO= PA 1002.4.7 END LIMITS OF ADDITIVE BID No. 1 ADDITIVE # I MAILBOX—,, END 0.10' OVERLAY LIMITS OF FABRIC ONLY NIL 1022,07 WATER METER- TEL.PLD. NU I t: APPLY 0.10' OVERLAY TO REMAINING IALSO X LENGTH OF SAN GREGORIO ROAD. me F 112" REBAR ILLEGIBLE TAG (ADDITIVE BID NUMBER 1) D025�31' LIMITS OF FABRIC 73 D I / / / \( 10 0 ->4 (105t34) 9'06 75 40 Y o D^ T4 (1027.56 FO. 1.12"lREAR.SLEGIBLE ROW (Iryp TAG CO EP (TYP) Z POWER P_QLE s TELYED. @ W4-5.1(RT) (15)(3er x 36") MAILBOX -1 FD, 112"' RESAR ILLECI E TAG A.C.BERM 77+00 SAN GREGORIO ND ASSESSMENT DISTRICT Is EDCOURSE LIM.RE HYDRANT -ull-PED.) BGIN LIMITS OF ADDITIVE BID No. 1 W71 1 MI BEGIN 0.10' OVERLAY co A(3 FD� 112- REBAR NO TAG TER IFTER Q 11 A P/L (Ti N 11 q0" 1048.70 / kip CATER VALVE 04 - FD, 11Y' REBAR NO TAG -%, ..f o WATER 'VAr'l MAR -BOXES ol "d FD. 112" REBAR NO TAG IRRIGATION VALVES SHEET INDEX NOTE- GAS METER NM APPLY LEVEL COURSE TO ENTIRE ASSESSED TEL,PED. d, FD, 112"" REaAR NO TAG LENGTH OF SAN GREGORIO ROAD.a` 1032.17 lei 1042.93 ♦A 1035.41 CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE OF NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH 10�a 84 1 S 271 6'35r W 145.52 1 4731'34'* 99.00 85.58 FD. 112"" REBAR NO G 2 S 77*33'44! W 16.64 2 21"59"27" 286.60 110.00 3 N 80'55* 170 W 99.01 3 1559'31" 358.20 99.98 c� 4 S 83'04'04r W 47.56 4 5(r2542" 72.00 63.37 5 S 46*24'56" E 150.67 5 81"19*1Er 48.30 68.55 9 58 6 N 51"03'0.T E 121.20 6 19'29'3'1" 286.60 97.50 7 S 31*34'3er W 123.74 7 01759'05* 573.10 99.87 PARCB A PARCEL A 21 /PM/42 31 /PM/64 APN 49-232-29 APN 49-232-34 �__"`-ASSp.SSMENT DISTRICT BOUNDARY SH EL i 4B REFERENCES: NO. DATE REVISIONS APPD. DESIGN GDM CHECKED WORK ORDER PROGRAM FILE: LAS ENCINAS ASSESSMENT DISTRICT 10856.01 DATA FILE:n- & dM PROJECT FILE: SCALE: 1 =40** STA 58+50 SAN GREGORIO TO SHEET DRAWING FILE: ENCSHT4.DWG ENGINEERS 0 SURVEYORS 04 I 60 120 4 OF 12 SAN LUIS OBISPO• 40 STA 83+00 SAN GREGORIO (END) 1000 MILL STREET DATE. 111MY-1 (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA CITY FILE No.: DATE: OCT 93 L R.C.E. 41,231 (EXP. 3-31-95 LOT 14 AC/MB/74 APN Spa-1i—C2 REMOVE DEBRIS FRO SURROUNDING 3e' C Omer LOT '32 AC/ /74 AP;N 50— 11 01 —( LEGEND: SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & 8, SHE 1). SIGNIFIES FABRIC OR LEVEL Uk4lTS (SEE PLAN FOR TREATMENT). SIGNIFIES DEEP LEVEL LIMITS. ALL ROADWAYS TO RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. SAN GREGORIO RD. SHEET INDEX 0 LOT, 17 3AC/MB/72 APN 50-092-08 STA 0+00 DEL RIO= (161'x12.5') 0 LOT 13 3AC/MB/74 APN 50-101-01 P/L (TYP) SATELLITE DISH 0 Lo",_ 18 3AC/MB/72 APN 50-092-09 IS W4-12.1 (LT)(20)(W x 36") TFI_pEr LIMITS OF FABRIC & LEVEL COURSE (424'x FULL WIDTH) SHEET 5A .. .. . ......... REFERENCES: EF E REFERENCES: PROGRAM FILE: PROGRAM E R DATA FILE: DATA D PROJECT FILE: PROJECT WI I DRAWING FILE: ENCSHT5.DWG ATE: OCT 9.3 Bari: OCT NO. DATE REVISIONS APPD. I _=Awww� DESIGN GDM CHECKED W_ I"= ENGINEERS 0 SURVEYORS am mmmx� 1000 MILL STREET SAN LUIS OBISPO 544-5445 CALIF. 9.3105 PROJECT ENGINEER R.C.E. 41,231 (EXP. 3-31-95 SCALE: 1 =40' MR 0 40 80 lk LAS ENCINAS ASSESSMENT DISTRICT STA 0+00 DEL RIO TO STA 15+00 DEL RIO CITY OF ATASCADERO, STATE OF CALIFORNIA WORK ORDER WORK 10856.01 SHEET 5 OF 12 CITY FILE No.: .. .. . ......... L01' 19 LOT 20 PARCEL A PARCEL B 3AC/MB/72 3AC/MB/72 41/LS/89 41/LS/89 APN 50-092-10 APN 50-092-07 APN 50-021-31 APN 50-021-32 (1315-19) P/L (TYP) 1 (1289.45) (1285.43) (1282�03)LOT 7 IO (127&53) 3A/MB/73 APN 50-111-12 (1318.99 DEL R 1 EXIST O. S. D. (1 2933 1) 1ROW (TYP) %44% (1236.09) T6 C2 4 is EP (VP) "11104 6 \ C6 21 POWER POLE 'POND *w 01111111 N 1� (1296.53) A A. C.BERM FIRE HYD WATER V&VE (1299.43) (1268.54) 320 V FI 17<__91, I'll TEL., P E D. (1265�56) (1311.58) (1239.541 LIMITS OF FABRIC & LEVEL COURSE MAILBOX MAILBOX 11 /W IS W4-12.1(RT)(10)(36r X 3,er) (130751) C4 (1275.15) hl pOVIER POLE (1261.13) NO LIMITS OF FABRIC & LEVEL COURSE (130Z82) (127t78) OF FABRIC & LEVEL COURSE #, POWER POLE (1256,18). WIGUY W4-12.1(LT)(10)(3er x 3er) (1242.06) NF CONST. STRAIGHT HEADWALL PER LIMITS OF FABRIC & LEVEL COURSE CALTRANS STND. PLAN D89. % 0 PED. f 250� 72) 41 AL-79-03 REMOVE DEBRIS FROM AREA TEL.(1242.87) 37/L /49 SURROUNDING 2e CMP INLET APN 50-101-11 - - - LEGEND: LOT 8 3AC/MB/73 - .01 SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & B* SHE 1). APN 501111-20 .0.0 -A-A- SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). SIGNIFIES DEEP LEVEL LIMITS. WATER VALVE POWER POLE CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE ALL ROADWAYS TO RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. (2) W81 IS Sf FIRE HYDRANT NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH fEET EXIST, O.S. 1 S 572358' W 34.30 1 3730"06* 95.80 53.20 .1 A 2 S 84!33'3f W 12.84 2 21'03''= $r 191.10 69.72 3 N 7,V 19'20 W 57.84 3 34' 10'33'° 95.80 56.80 @MW (2) W81 %-1.,240 N(1243_,57) 4 N 40.15 02Sr W 19.60 4 7629' 17" 72.00 94.96 SHEET INDEX 5 S 63'4231" W 61.17 5 23'25'4-r 286.60 115.97 POWER POL' 6 S 88'59"I gr W 5.41 6 13'32'25* 358.20 84.65 MATER' ME CONST. STRAIGHT HEADWALL PER 7 S 7731'59r E 31.84 7 19"15'26 286.60 96.33 1 MAILBOX CALTRANS STND. PLAN D89. N 6(735'50 W 113.43 8 18'54'53" 286.60 94.38 9 S 41"4414.T E 123.58 9 140r52'1 er 57.80 142.11 AL-79-03 LOT 9 @ (2) W81 10 S 01'56'45" E 113.17 10 42'11'24" 95.80 69.72 37/L /49 3AC/MB/73 t REMOVE DEBRIS FROM AREA OA 11 N 3W58'19" E 256.45 APN 50-1011-10 APN 50-111-19 SURROUNDING 44r CMP INLET SHEET ------------------- --- PARCEL 8 LOT 23 LOT 24 LOT 25 41/LS/89 3AC/MB/72 3AC/MB/72 3AC/MB/72 APN 50-021-32 LIMITS OF FABRIC & LEVEL COURSE. APN 50-021. -04 APN 50-021-04 APN 50-021-28 (CONTINUED FROM SHEET 6A) (1224.79 (1218.02) (1214-58 Qlu .... . ......... (121t19) DEL RICA ROAD 115 1158-22' 0 155�39 2. 66) 16 55) 1172.40 1168.92 0 16!5.27" 1179.24 1175.74 1200.55 1050.02 1187.80 118348" TEL.PED. 11 96�, 29 b4i RFIRE HYDRANT (1203� v E R N-zt-: 'OA 10 24" K aile r 14 qb 41 LIMITS .39 %Cj N. 36 37 _T3 __38 40 35 V LIMITS OF FABRIC & LEVEL COURSE. gt.L I ? v P/L (TYP) A AL LA N 1AL A, VA Oka VA LA. T -L.PED� --------- -- E ---------- ---------------------------- ------------------ TEL. PED. WATER METER TEL. PED. MAILBOX MAILBOX 49) LIMITS OF FABRIC, LEVEL COURSE & 0.25' OVERLAY LOTS BEGIN LIMITS OF FABRIC & LEVEL COURSE 3AC/MB/73 LOT 7 LIMITS OF FABRIC & LEVEL COURSE. APN 50-111-20 3AC/MB/73 APN 50-111-12 LIMITS OF ASSESSMENT DISTRICT (7YP) .00* .0** LOT 6 PARCEL C 3AC/MB/73 9/pm/68 APN 50-111-11 APN 50-031-28 yk CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE NO. BEARING DISTANCE- NO. DELTA RADIUS LENGTH 1 N 3T58'1 gr E 256.45 1 40°2626 95.80 69.72 2 N 50'3840 E 119.92 2 10'55'21" 573.10 104.75 SHEET INDEX "3 N 2724'1 Cr E 778.90 3 22'09*43" 191.10 71.19 NIS SHEET 6B' REFERENCES: NO. DATE REVISIONS APPD. WORK ORDER PROGRAM FILE: DESIGN GDM CHECKED ENCINAS ASSESSMENT DISTRICT 10856.01 DATA FILE-n1l PROJECT FILE: m..'-mmwm&=m SCALE: 1 =409 STA 15+00 DEL RIO TO SHEET A DRAWING FILE: ENCSHT6-DWG ENGINEERS 0 SURVEYORS1000 MILL STREET ATE: I_1ZJ,ZV 6 OF 12 SAN LUIS OBISPO 0 40 80 120 STA 41 +25 DEL RIO (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA CITY FILE No.: DATE: OCT 93 R.C.E. 41,231 (EXP. 3-31-95 - N - as � 3M�U#7221-28 yi. FABRICLIMITS OF a LEVEL COURS] (CONTINUED .: s LCT 9 SAC,/M /72 APN 50-021-29 LEGEND. SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & B, SMT. 1). NW -AS - SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). SIGNIFIES DEEP LEVEL LIMITS. ALL ROADWAYS TO RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. RIO ROAD LOT 9A �C) ;�AC�'MB�`7 r-. L- APN 0-021-26 1075.36 ©, ' "' PARCEL C 17/PM/147 (1080.40 7 -� � � �. � 1092.01 1085.54) (106&24 (1062-86 APN' 49-232--32 1096X4 f 1101.20 �! � 1069, 43 G��.i+t IST.�.J o . < �y JJ r bf c 7b � 3 ��, 11 12 13 �+� TE'L.PE'O,-�.., (1 056.11) JOINT POLE C3 51 ,,,r.,L29/SWOONO, ,.........,t 1149 _ Ak 1144-39 'N 1080 X1100 LIMITS OF LEVEL COURSE ONLY �-TYPE N FO. 11Y' RESAR `R E14994 - 1910 W7A(LT) US W56\ ` TYPE N WATER LVEE' ..� ♦ \ - PARCEL 2 I BRICK WALLcl 5/PM/79 `\ C°2 APN 50-031-19 � .... ... - - - - .... ... -. _. - ..- ..- ....+• ..- .�. .r � � .... ....-.,. �.. ,.. .,. .... � ` � ... .....'2MaM^.w^'w^"....„,,,� .._...,. .,...-.. w,..,.. w...,,,.. «.,.......�.ww '"wwyl, '4. ,r ��' - 4 ...+ �• ..M ...' ` ` ` f acs ROW (TYP) `\ EP MID) LIMITS OF FABRIC & LEVEL COURSElow `\ � -I PARCEL. 1 PARCEL 3 5/PM/78 r 5/PM/29 APN 50-031-16 APN 50-031 -- 1 NA A Y� PARCEL C /PM/68 APN 50-031-28 7 PARCEL C 17/PM/147 APN 49-232-32 232-32 BEGIN LEVEL COURSE & 0.10' OVERLAY 1033.34 10 8,91) . '1038-25) POWER E.. SOLE t 0 PARCEL. A 3/PM/67 APN 49-232-21 0 PARCEL 3/PM/87 APN 49-2,32-20 ROAD 1011.,� � 9 00_.9 WIGI ly TEL -PED. y JOt' T POLE (1066. a 1 pWA"ER AL$.�E $8 SNI~ M...... "'. r a-...„.rn... .+na... 4 � w✓a j j+ p'PO IBM "".n, �. x�,""`+y. V•N.� � M'� "'. �` � r - �0 MAILBOXES °�0,70 � _a W POWER P01 E EXIST. BUILDING'S WATER METE' ul TEL PEO, ., WATER METER -� MAILBOXE. ®.:.APARCEL A 4/PM/3 .$, APN 50---031----35 PARCEL 0.___0.1•--- 0 PARCEL, C 3/PM/6 7 APN 49-232-10 PARCEL 3 SHEEP INDEX 5/PM/79 ARM 50-031-20 Nis 1 J P/ APN, A N 4 0 PARCEL. 5/pm/91 APN 49-232-18 1043.7 (1038,25) 1 X- W7A(RT) @ SHEET 7A I Jv a 9 73.23 976.6 SHEET INDEXr- 6 �T5 ro. 1J' IP ;¢POE10114bf11-1 982.02 1004.47) (1001-67) 984.53 w W1(RT)997-15 fS ti'992,73)- JOINT POLE 59 99 � 99 ._ E , , D r~990. 9.34 ..� °TEL, PEO. r�SN1 FD. 51," ° REBAR OLS3976 9190 61 r.... 62 W 6 C4 ; T4 •, • 12""TREE - FO. 5181' REBAP ffL '397 .' W - �-� .M - =. -- 190 D 1000 w PARCEL 1 `'w POWER POLE WATE ` VALVE ` AILVOXES 3/PMS` 1 TE'L_PEr \',.FERE HYDRANA ` APN 50-031-0 r DEL RID 1021.6 (1017° 74) . (1014.76 AflXS GE VAULT 0 PARCEL 3/PM/87 APN 49-2,32-20 ROAD 1011.,� � 9 00_.9 WIGI ly TEL -PED. y JOt' T POLE (1066. a 1 pWA"ER AL$.�E $8 SNI~ M...... "'. r a-...„.rn... .+na... 4 � w✓a j j+ p'PO IBM "".n, �. x�,""`+y. V•N.� � M'� "'. �` � r - �0 MAILBOXES °�0,70 � _a W POWER P01 E EXIST. BUILDING'S WATER METE' ul TEL PEO, ., WATER METER -� MAILBOXE. ®.:.APARCEL A 4/PM/3 .$, APN 50---031----35 PARCEL 0.___0.1•--- 0 PARCEL, C 3/PM/6 7 APN 49-232-10 PARCEL 3 SHEEP INDEX 5/PM/79 ARM 50-031-20 Nis 1 J P/ APN, A N 4 0 PARCEL. 5/pm/91 APN 49-232-18 1043.7 (1038,25) 1 X- W7A(RT) @ SHEET 7A I Jv a 9 73.23 976.6 SHEET INDEXr- 6 �T5 ro. 1J' IP ;¢POE10114bf11-1 982.02 1004.47) (1001-67) 984.53 w W1(RT)997-15 fS ti'992,73)- JOINT POLE 59 99 � 99 ._ E , , D r~990. 9.34 ..� °TEL, PEO. r�SN1 FD. 51," ° REBAR OLS3976 9190 61 r.... 62 W 6 C4 ; T4 •, • 12""TREE - FO. 5181' REBAP ffL '397 .' W - �-� .M - =. -- 190 D 1000 w PARCEL 1 `'w POWER POLE WATE ` VALVE ` AILVOXES 3/PMS` 1 TE'L_PEr \',.FERE HYDRANA ` APN 50-031-0 r CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE Na. BEARING DISTANCE NO. DELTA RADIUS LENGTH 1 S 73.3507" W 181.65 1 13'56'31'* 409.30 99.60 0 2 S 8730'1,T W 150.77 2 16'30 3W 573.10 165.00 PARCEL_ 3 5/PM/79 APN 50-031-20 PARCEL B 4/PM/3 APN 0-031-34 3 4 50 S S S 75 59'34" 8736'3:" 6,a' 9'1 8" E E W 240.75 185.93 4..053 3 3 4 5 11'29'49' 191.10 34°29'37° 191.10 0720'0°' 573.10 38.35 115.05 73.34 PARCEL A 8/PM/8 APN 0-011-30 PARCEL. B 8/pm/6 APN 0-031-29 PARCEL 8/PM/a APN 0-031-22 SHEET REFERENCES: PROGRAM FILE: Na. DATE REVISIONS APPD. DESIGN GDM CHECKED LAS ENCiNAS ASSESSMENT � DISTR��T WORK ORDER � t}85�.01 DATA FILE: PROJECT FILE: DRAWING FILE: ENCSHT7.DG DATE: OCT X93 ENGINEERS •SURVEYORS 1000 MILL STREET SAN LUIS OBISPa (805) 544-5445 CALIF. 93105 _ ATE:®®t PROJECT ENGINEER R.C.E. 41,231 (EXP. 3--31--95 ) SCALE: -- 1" =40' 0 40 $0 120 STA 41 +25 DEL RIO TO STA 66+50 DEL RIO CITY OF ATASCADERfl, STATE OF CALIFORNIA SHEET .�. �. •.•.�. 7 OF 12 CITY FILE No.: PARCEL ONE PARCEL TWO LOT 29 937.67 3/pm/56 3/P /56 3/P /2 LIMITS OF ASSESSMENT DISTRICT (71 APN 49-232-13 APN 49-232-12 APN 49-232-22 f -1 _. FO, 1" IP "'RiCE101 14"' -N- LEGEND: 941.42 74 0 928.32 (925.15) SIGNIFIES RIGOUT UMTS (SEE DETAILS A & Bit SHE 1). 944.88' __A_A_ SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). STA 70+12, BEGIN (922.21) SIGNIFIES DEEP LEVEL LIMITS. CONST. 870* OF Ir A.C. DIKE @ W1 (RT) STA 78±23.29 OLL RIQ 139Q PER DETAIL SHEET 1. ALL ROADWAYS TO RECEIVE 0.15 OVERLAY UNLESS OTHERWISE NOTED. 919-25" STA 32+22.47 ALTURAS ROAD (948.18) CONST. 800' OF A.C. DIKE f1L PER DETAIL "C", SHEET 1. W Air "957.341'915 '00,13 -93 908.49) E 1- 114"" IP Wl'#D PLUG FD. 1" IP '4INCE 10114 STA 69+12, BEGIN Is CONST. 95 OF Ir A.C. DIKE @W5(iiiiiii AILBOX (959.63� PER DErAIL "C" , SHEET 1. MAILBOX M (912.12) p04.44) 900-70) (897-55) (955.44 77 962.72 954.54 iiiiiiiiiiiiiiiP 411ill iiiiiiiiiiiiiiiiP loom' low iiiiiiiiiiiiiiiP mm all L953,±�), r TYPE N I S A �M_a 11 ROW (1i W7A(RT)'� W5 IS EP (TYP) 965.74 % 0,1 19 DEL. RTYPIO ROAD P/L (Ti s A54 (96 W5(RT) 7� PARCEL 1 MAILBOX 960 4/PM/39 MAIL•4 #0. ID A 0,q) %APN 49-241-24 WATER VALVE FD. 1 "" IP "RCE10114" 77 ,., j-\ TELYED.FIRE HYDRAN p FIRE HYDRAN' TEL.PED, 'IN D/W a goo MAILBOXES MAILB04ES POWER POLE FD, f" IP ""RCE10114"' PARCEL. 2 MAILBOX 4/PM/39 91;b L fAm � di tum =w mm =w all do* mm "m mm aiiiiiiiiiii"m -00 am aiiiiiiiiii 0 - STA 69+65, BEGIN APN 4924125 0BACKFILL & COMPACT (90X MIN REL. DENSITY) CONST. 32' OF 6* A.C. DIKE tv% 113' L.F. OF SHOULDER WITH SHOULDER PER DETAIL " C`% SHEET 1. ch BACKFILL MATERIAL 0. FOR IMPROVEMENTS SEE Q DETAIL "C". SHEET 11. s PARCEL 3 3/PM/15 0 PARCEL 1 /P /15 APN 5.50-031-03 APN 50-031-10 CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE NO. BEARING DISTANCE NO. Dl RADIUS LENGTH 1 S 6519`1 Ir W 328.53 1 4,l47* 130.40 100.16 PARCEL 2 270'38'08"c Q AA 43'41'34" 073.06 3/PM/1 5 00 APN 50,--- 031 -11 3 S 65!4621" W 279.66 3 40' 13'40" 95.80 67.26 4 N 74'06'4Cr W 421.26 4 15'59*33" 358.20 99.96 5 N 89'51'21" E 311.48 SHEET INDEX N. I , - 'I / ,`"'9 , TELI PED. \ Iii. 10 " ................. EXIST S. NS. VA FOR INTERSECTION IMPROVEMENTSY� PCE VAULT SEE DETAIL 9 SHEET 12. POWER POLE MAILBOX -TEL-PED. rr -4.BERM to -9 Q 8 g ",' �' PARCEL C /P /97 APN 49-241-20 PARCEL 2 PARCEL 4 4/PM/28 r 4/PM/98 APN 49-241-18 APN 49....2.1 __..27 .f SHEET 8A N - STA 86+73.40 RT 16.77 FD- 314- /P OPEN BEG -IN ROAD -WAY WIDENING PER DETAIL # OR BSHEET 1 BEGIN A.C. 'BIKE PER DET. C. END ROAD WIDENING FD` 314- IP OPEN SHT. 1 (MATCH EXIST A.C. BERM) UT -CR EXIST IMPROV. REMOVE AND SALVAGE 46) EXIST. SIGN POSTS. CONST. O.S.D. IMPROVEMENTS TEL. PED.- "LAS ENCINAS" SIGN EP L_u PER DUAL "Ir, SHEET 12. Yx5'VAULT 820-08' WATER ME7TER C3, S�N�& SIGN POS7S SHEET INDEX as ililillilllllilllllll l t 90 L819.462 NM L fZ END Ir A.C. DIKE F t 1 1 1 1 T�4 Ill 17 SNF i I 1 9 1 SNF L818.AO-L 57 IT A EP 156 j (865-08) -1/0 (819.82L CONST. 800' OF er A.C. DIKE 867.09 SNF . . .. ........ -(8!9,46) _j PER DETAIL SHEET 1. LIMITS OF ASSESSMENT DISTRICT (TYP) 87Z59 IL6� 56 ----- --- EP 9A) I 0(y 19.56 CONTINUED FROM SHT L869.65 ri FO, I- 114pt IP WIWD. PLUG (852.55)---- 88. 866-- 2. EXIS (8.9 1 6 4) �11384.85 W7A( 41.30 835.40 X84.85 (876.41) _-86 _5 6. 7 0 1'894.4,Y) LT) @ 7064 (847.14) 'i ' SIGN "STOP" ?IGN (RI) "STOP AHEAD"' 9.84 WA TER VA L VES N24,3 N 82 J, I C I ww . . . . ................ - I ( T1 1 -Y (§59 09) WATER METER (38 6 0 �97' Ilk _- -- RESET "STOP AHEAD "Op \ ---- - - - -- 11% \` MAILBOX N%lll \ \A.C.OERM LIMITS OF ASSESSMENT DISTRICT (TYP) STA 91 +50 DEL RIO ROAD/ `WATER METER TEL. PED. POWER POLE END ASSEMENT ISTRICT PED. MAILBOX END LEVEL COURSE. FIRE HYDRANT0 WA VALVE POWER POLE All CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE NO. BEARING NO. DELTA(D RADIUS LENGTH (D �.A 7 1 N 8751 *21*' E 311.48 1 0,T32'1 4! 358.20 99.98 PARCEL PARCEL A LOT 4 T_3 2 N 7704"27" E 251.59 2 1T05'56' 573.10 125.04 3AC/MB/64 3/PM/97 3/PM/97 3 S 80.14'52" W 149.39 3 13'38' 1 -r 573.10 135-34 APN 49-24.1-20 APN 49-241-21 4 S 88"11'2 '' E 76.18 4 3Y29'55r 191.10 110.88 APN 49-241-19 5 S 5753'03" E 76.83 SHEET 8B REFERENCES: NO. DATE REVISIONS APPD. WORK ORDER PROGRAM FILE: P --n DESIGN GDM CHECKED LAS ENCINAS ASSESSMENT DISTRICT 10856.01 DATA SCALE: 1"' =40" SHEET PROJECT FILE: ENGINEERS SURVEYORS STA 66+50 DEL RIO TO DRAWING FILE: ENCSHlVG 111,0173 im-ITETTT" 2 0 40 60 1�0 STA 9 1 +50 DEL RIO OF 1000 MILL STREET SAN LUIS OBISPO �t�)e (END) (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA FILE No.: DATE: OCT 93 R.C.E. 41,231 (EXP. 3-31-95 LEGEND: SIGNIFIES RIGOUT LIMITS (SEE DETAILS A & 8, SHT. 1). SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). SIGNIFIES DEEP LEVEL LIMITS. ALL ROADWAYS TO RECEIVE D. 15' OVERLAY UNLESS OTHERWISE NOTED. e PARCEL A 8/PM/2 APN 50-031-08 e PARCEL. B 8/PM/2 APN 50-031-08 1213. (1 210.36 POWER POLL" 1..1,, .NF k C. BERM 4 1210 - SN F _71 Q W L(1212.02) FD. 3, + RECONSTRUCT O.S.D. I PER CALTRANS STND. TYPE "A* DIKE (L=15' (2) W81 7k / �4. �O7 5 WATER METER 1 �24 6. �84 MAILBOX TEL.PED. UOAC% POWER POLE ALT I f NF EP (TYP) ROW (TYP) e PARCEL C 8/PM/2 APN 50-031-08 wz4T0*"l'_j MAILBOXES A.C.BERM FD. SPIKE & WASHER "LS 5201 " SHEET INDEX NM 12 PARCEL D 5/PM/30 APN 50-031-41 (1176.14.) NOTE: 1 (1180.01 • APPLY Ar1 0.10OVERLAY IV r-Mllr%r- f%;)Qr-QQr-V D3 LENGTH OF ALTURAS ROAD. - I IP ""RCE14994n FD. 1- 114" 0 183Z9) 1p DIS ED 1199,87 WATER METER TFLRED. .7 -Ile N D87A19 It 1 ell 0 PARCEL 4 5/P /79 APN 50-031-19 i A.' A 'rr-f"5 A .d t__rr_rlx NOTE: APPLY 0.10' OVERLAY TO ENTIRE ASSESSED LENGTH OF ALTURAS ROAD. 0 LOT 12 3AC/MB/64 APN 49-271-01 0 PARCEL C 5/Dm/30 APN 50-031-40 a PARCEL A 8/PM/2 APN 50-031-08 0 PARCEL B 5/pm/30 APN 50-031-39 8 GIN LEVEL COURSE W14(RT)@ A. C. BERM ice' 7. FO. 31IP DISTUR'BE'D RBED \,,",DEER XING (SW1 008 W68) POWER POLE 0 LOT 11 3AC/MB/64 APN 49-271-02 SHEET 9A a PARCEL A 5/PM/30 APN 50-031-38 .1111 6g6; 9 5 1162.52 FIRE HYDRANT (CONTINUE 0.10' OVERLAY) WAFER VALVE RECONSTRUCT O.S.D. INLET PER CALTRANS STND. PLAN D87A, TYPE "A* DIKE (L= 15). 17 115 7.15) 1153.76 P/L (TYP) 28" OAK�O� 'b SIGN (W 1008 W29)4 1135.66a MAILBOX M 1 C) FD. 314" IP DISTURBED (TYP) ROW 10 .1 SNF EP (TYP) @ SW4-1(3e' x 3er) A.C.BERM .C.BERM JSNF X11 111 n 11 ljjj� 1149.47 POWER POLE ej 1143-61 OINT POLE A. C. BERM MAILBOX ON 1201.030` id; FD3141- IP STURBED D/w FD. 314- DISTURBED �MAILROXES EXIST. WOOD FENCE (1196.26) Vl 186,17 1192,40 CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE PARCEL A 111 -8.9 16 NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH 6/PM/76 1 N 70r28'38* E 96.21 1 1731'40'" 260.50 120.71 APN 49-241-4-3 2 S 83`2423* E 30.63 2 2618'41r 220.50 101.26 3 S 6502'04 E 58.88 3 51*4625" 41.60 37.590 29 + 4 N 87*0747" W 7.12 4 22'59'32* 204.80 81.81 10 N LOT 11 LOT 10 ALTURAS ROAD 5 S 81'00'21 ' W 125.41 5 31"05145' 191.10 103.72 LOT 9 3AC/MB/64 3A0/108/64 6 N 3Z59'4Cr E 149.26 6 28'13*31" 106.30 52.37 3,AC/MB/64 APN 49-271-02 APN 49-271-03 7 S 84 O1 E 175.38 7 6,T50'1 t 89.80 97.35 APN 49-271-10 8 S 73'35'38" W 225.37 8 2722"1 Er 200.00 78.27 SHEET 9B REFERENCES: NO. DATE REVISIONS APPD. GDM Poe WORK ORDER PROGRAM FILE: DESIGN CHECKED lr� LAS ENCINAS ASSESSMENT -DISTRICT 10856.01 DATA FILE: RM&SOM SCALE: 1"=40' SHEET PROJECT FILE: ENGINEERS • SURVEYORS STA 0+91.80 ALTURAS TO DRAWING FILE: ENCSHT9.DWG F� mq i 19 2 1000 MILL STREET SAN LUIS OBISPO ATE: 0 40 80 120 STA 21 +00 ALTURAS OF ---- jioi�� 1 1 (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA CITY FILE Na.:, DATE: OCT 9.3 R.C.E. 41,231 (EXP. 3-31 -95 PARCEL3 PARCEL 1 5/PM/29 /P/ r9 APN 50-031-16 APN 50-031-16 P/L (TYP) FIRE HYRDANT WATER VALVE,,, DEDICATED BNDRY. TEL -PED. WAIFERMETER 4 sl PARCEL C 1249.22 9/PM/68 s APN 50-031-28 POWER POLL" 1..1,, .NF k C. BERM 4 1210 - SN F _71 Q W L(1212.02) FD. 3, + RECONSTRUCT O.S.D. I PER CALTRANS STND. TYPE "A* DIKE (L=15' (2) W81 7k / �4. �O7 5 WATER METER 1 �24 6. �84 MAILBOX TEL.PED. UOAC% POWER POLE ALT I f NF EP (TYP) ROW (TYP) e PARCEL C 8/PM/2 APN 50-031-08 wz4T0*"l'_j MAILBOXES A.C.BERM FD. SPIKE & WASHER "LS 5201 " SHEET INDEX NM 12 PARCEL D 5/PM/30 APN 50-031-41 (1176.14.) NOTE: 1 (1180.01 • APPLY Ar1 0.10OVERLAY IV r-Mllr%r- f%;)Qr-QQr-V D3 LENGTH OF ALTURAS ROAD. - I IP ""RCE14994n FD. 1- 114" 0 183Z9) 1p DIS ED 1199,87 WATER METER TFLRED. .7 -Ile N D87A19 It 1 ell 0 PARCEL 4 5/P /79 APN 50-031-19 i A.' A 'rr-f"5 A .d t__rr_rlx NOTE: APPLY 0.10' OVERLAY TO ENTIRE ASSESSED LENGTH OF ALTURAS ROAD. 0 LOT 12 3AC/MB/64 APN 49-271-01 0 PARCEL C 5/Dm/30 APN 50-031-40 a PARCEL A 8/PM/2 APN 50-031-08 0 PARCEL B 5/pm/30 APN 50-031-39 8 GIN LEVEL COURSE W14(RT)@ A. C. BERM ice' 7. FO. 31IP DISTUR'BE'D RBED \,,",DEER XING (SW1 008 W68) POWER POLE 0 LOT 11 3AC/MB/64 APN 49-271-02 SHEET 9A a PARCEL A 5/PM/30 APN 50-031-38 .1111 6g6; 9 5 1162.52 FIRE HYDRANT (CONTINUE 0.10' OVERLAY) WAFER VALVE RECONSTRUCT O.S.D. INLET PER CALTRANS STND. PLAN D87A, TYPE "A* DIKE (L= 15). 17 115 7.15) 1153.76 P/L (TYP) 28" OAK�O� 'b SIGN (W 1008 W29)4 1135.66a MAILBOX M 1 C) FD. 314" IP DISTURBED (TYP) ROW 10 .1 SNF EP (TYP) @ SW4-1(3e' x 3er) A.C.BERM .C.BERM JSNF X11 111 n 11 ljjj� 1149.47 POWER POLE ej 1143-61 OINT POLE A. C. BERM MAILBOX ON 1201.030` id; FD3141- IP STURBED D/w FD. 314- DISTURBED �MAILROXES EXIST. WOOD FENCE (1196.26) Vl 186,17 1192,40 CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE PARCEL A 111 -8.9 16 NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH 6/PM/76 1 N 70r28'38* E 96.21 1 1731'40'" 260.50 120.71 APN 49-241-4-3 2 S 83`2423* E 30.63 2 2618'41r 220.50 101.26 3 S 6502'04 E 58.88 3 51*4625" 41.60 37.590 29 + 4 N 87*0747" W 7.12 4 22'59'32* 204.80 81.81 10 N LOT 11 LOT 10 ALTURAS ROAD 5 S 81'00'21 ' W 125.41 5 31"05145' 191.10 103.72 LOT 9 3AC/MB/64 3A0/108/64 6 N 3Z59'4Cr E 149.26 6 28'13*31" 106.30 52.37 3,AC/MB/64 APN 49-271-02 APN 49-271-03 7 S 84 O1 E 175.38 7 6,T50'1 t 89.80 97.35 APN 49-271-10 8 S 73'35'38" W 225.37 8 2722"1 Er 200.00 78.27 SHEET 9B REFERENCES: NO. DATE REVISIONS APPD. GDM Poe WORK ORDER PROGRAM FILE: DESIGN CHECKED lr� LAS ENCINAS ASSESSMENT -DISTRICT 10856.01 DATA FILE: RM&SOM SCALE: 1"=40' SHEET PROJECT FILE: ENGINEERS • SURVEYORS STA 0+91.80 ALTURAS TO DRAWING FILE: ENCSHT9.DWG F� mq i 19 2 1000 MILL STREET SAN LUIS OBISPO ATE: 0 40 80 120 STA 21 +00 ALTURAS OF ---- jioi�� 1 1 (805) 544-5445 CALIF. 93105 PROJECT ENGINEER CITY OF ATASCADERO, STATE OF CALIFORNIA CITY FILE Na.:, DATE: OCT 9.3 R.C.E. 41,231 (EXP. 3-31 -95 N *� 915.93) ASSESSMENT DISTRICT LIMITS TYP PARCEL_ A PARCEL 3 PARCEL. 2 PARCEL 1 PARCEL. 2 � 5/Pm/30 4/PM/ 9 4/P /39 4/PI / 9 4/P /28 # APN 50-031-38 APN 49-241-23 APN 49-241-25 APN 49-241-24 APN 49-241..16 0100,91,2.1.2,) STA 32+22.47 ALTURAS END LEVEL COURSE AND 0.10' OVERLAY 3 908.49 MAILBOX - FD1- 114- IP WIWD PLUG CONST. INTERSECTION IMPROVEMENTS N €rY LEGEND: PER DETAIL »A", SHEET 12. I a `s %916.71 # q qa SIGNIFIES DIGOUT LIMITS (SEE DETAILS A & B, SHT. 1). SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT). a � � 7.91 SIGNIFIES DEEP LEVEL LIMBS. / € SHEET INDEX 2 �' ,; ALL ROADWAYS T4 RECEIVE 0.15' OVERLAY UNLESS OTHERWISE NOTED. ® � � � a � r '� � � �� Q 9�a 1.94 a P/L (TYP) # a 9aa I PLUG s w� �,897.50 4 9 � a •� � i� a t 94°7� L'AT'ER VAj t '* ,a NOTES: APPLY 0.10' OVERLAY ENTIRE ASSESSED, ® 994°94 q + D _ _..(...,...........".. ..._. � � � TEL. PED. LENGTH OF AL.TURAS ROAD. �'� TEL.PED. ... . � d aq e f,a� +, E E0°AL T (904.44) ` CONTINUE LEVEL COURSE FROM SHEET 98.. q ROWER 'OLE MA1LI30 SIGN (S. N. .) , pI A.C. DIKE qE ; w u W14(RT) IS 1029,9 3 � � �,. �900,70 (1 110° ? 1)ALTURAS ROAD 1037,41 � � �q qa W17 IS 11 1 q} % 4 i 4 `4 D � (1044.6w t �' � b � s,/ 1 X91.91 /, 7,' 7\ 4"TREE /_ ... _ WATER VALVE "`� a ll ROW TYP At. BERM d b 17°9- "� (�(( } O # # # #� �, 10§7,,23, f q? _QtO �i 1 � , wa� ta EP !`"''} `� PARCEL 1 y e€ /' / ¢ q f � APN 49-241-27 r� i ` ,,." a q a q a CENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE 24 E !LR Es NO. DELTA RADIUS LENGTH BEARING DISTANCE NO. C2 y, 1 S ?3'35 38" W 225.37 1 03'27 30" 200-00 78.27 �° € ;�° �.YJ 2 S 38'36'x2" W 462.29 2 37'0536" 649.87 420.73(D ' I PARCEL A, .,,,....� PM 76 _ ' E 3 44 481ir 194.39 152.02 � ® / ....�.---- ,� PARCEL PARCEL v4 APN 49-241-43 �� SOLE 9/pm/90 , . 3/PM/97 EL, ED 'MAILBOXESTEL.FEO.��. APN 49-241 -33 APN 49-241 -20 SHEET 10A CONST. 100* OF 6" A.C.------.................. ..._ DIKE PER DETAIL "C", SHT. 1. �„• 1 � �,M�M� � q• �0 S5 �- X11 42 �c,• REPLACE O.S.D.PER CALTRANS E3, Q• STND. PLAN D878, TYPE A .OT 9A QCT 10 _ � � �. � - � DIKE (1 a MIN. FLUME}. 3AC/!AB/�72 30 OAK A A �G 3AC/MP/ 72 APN 50.021-30 L °, 6 ' 'p" i ` APN 50•••021-�26 CONST. *130" OF �' A.C. DIKE PER DETAIL »C", SHT. 1. 1® a a 1203l662 1174°0 5 11211.2 1 \d1218.38 '-- LIMITS OF FABRIC & LEVEL COURSE ,ap 1110 W „ `'� 1,3.2, � .,° � ��, �. ��aa ��..y, DEDICATED ROW �,�»�'� 11��'a.� 10�',�.�.�_.. EP �� °.�, .� ARE HYDRANT ................ � 4 SHEET INDEX 1069.3 ') ''-1239�39 PAROEI...� � �,�. � Ni5 ..._....w._._.�. ,. ________.__. ` 47/PM/30 , H A"ER APN 50-021-34 POWER POLE elp" STA 16+09.46 LA A D/ Q 4� END IMPROVEMENTS i(1159.09 3AC/MB/72 APN 50-021-29 � ''�, 3 � � �� r� •.. � .. �i @W14t c In � 0246.58 � A�L���w � ,, � € �. �. � , � � s 2 .� LIMITS OF FABRIC & LEVEL COURSE. ` �` f - A. BERM (1068,.24,} z d- LIMITS OF FABRIC &LEVEL COURSE END 6" A.C. DIKE 995 € 4d f C. ' MATCH EXIST BERM. �'� r�p��, 1,x,,3.39, W17 IS 0 WATER METER REPLACE 25' OF $" A.C. DIKE 3 a� a � ` i 04.0 R1 1070. 4, �q +'.AL VALVE PER DETAIL "C', SHEET 1.OER PLE� :fix 12 AKS •°' 9 8 i REPLACE O.S.D. P S,`1' NOTE: a -,SIGN� N, ° _ ', .15' OVER RI TYPE A , . 04 APPLY 0.15' OVERLAY TO ENTIRE ASSESSED - 1091 „22EL.EO DIKE (10 MIN FLUME). LENGTH OF LA CANADA LANE. 1142.72 1 1 a"' OAK 0 13333 (1274.55 -IA € l 109.97 1068.72 \\\(1267�-79 ( 1 1.23, 44Nek � BE IN .1 �', .N 1280,05 OCENTERLINE TANGENT TABLE CENTERLINE CURVE TABLE '�110�'. � CARD -REMOVE GUARD POSTS NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH �• 1 N x0'30'49" E 45.80 1 2x'01'3v�' 250.00 8?.38 PARCEL 2 PARCEL 0 4 5/PM/79 5/PM/79 2 N 52'28 29" E 215.44 2 432 1 �' 19x.6x 151.48 . ? x..24 APN50-031-19 APN50-031-20 3 S 36.05 49" E 128.08 3 51 5? 4 Cr 177.91 161.35..Ll..._. 1290.71 + a A 4 S 88=43'57" E 56.03 4 91'25'42' 50.00 79.79 MAILBOX CENTER LOT 2r- 5 N 25°49'04" E 171.59 5 50°38'0' 141.17 124.76 47 1293.45 3AC/MD/72 6 N 8x`'01 3Er E 217.91 6 67'26 59 74.13 87.27 LOT 24 APN 50-021-28 7 59"1234" 79.92 82.59 3AB M 72 SHEET 10B 50-021-04 REFERENCES: NO. DATE REVISIONS APPD. PROGRAM FILE: DESIGN GDM CHECKED Tam WORK ORDER LAS ENCINAS ASSESSMENT DISTRICT 10856.01 DATA FILE: a, , 10 PROJECT FILE: SCALE. 1 =4O STA 21 +00 ALTURAS TO END SHEET DRAWING FILE: ENCSHTI O.DWG E N G I N E: E R S ®SURVEYORS 1000 MILL STREET SAN LUIS OBISPO DATE: - 0 40 80 120 STA 0+00 LA CANADA TO END 1 0 of 12 (805) 544-5445 CAI,.IF. 9,3105 PROJECT ENGINEER CITY FILE No.: DATE: OCT R.C.E. 41,231 (Exp. 3-31--95 � CITY OF ATASCAQERQ, STATE OF CALIFORNIA - L•:• LBOXES _NUTE '.,'NO OAK ' TREES 'SHALL BE REMOVED IN CONJUNCTION WITH SLOPE GRADING. GRAON46 IN THE VICINITY OF OAK TREES WLIL BE DIRECTED BY THE CITY ENGINEER., EXIST. GRADE EXIST. SLOPE-,, SAN GREGORIO RD * CUT SLOPE X :t 20f (TV?) J 31 EXIST. EP & STA. 42+30 18.5' RT_. A.C. BERM (TYP) BEGIN WIDENING LOC A, /-5tlEt. D. EXIST. A.0 BERM Ir A.C. BERM co 0 A. C. BERM as RECONST. EXIST. O.S.D. ENTRANCE TAPER PER PLAN NOTE, SHT. 3B. EXIST. A.C. DRIVEWAY CONST. 6" A.C. DIKE PER DET, "C", SHT. I I I ev MAILBOX 4�3+5�020�_O* RT. END WIDENING, CONFORM IFO EXISTING E.P_ TYPICAL CUT SLOPE-- SECTION NO. DATE REVISIONS APPD. I E, YZ 11101 &-v 91=0 melmaomi'miloilli :1 cl a r m 'A LAS ENCINAS ASSESSMENT DISTRICT DETAIL SHEET CITY OF ATASCADERO, STATE OF CALIFORNIA WORK ORDER 10856.01 m Elut BACKFILL & COMPACT 90X MIN REL. DENSITY) I D 113' LF.x 5' OF SHOULDER WITH SHOULDER BACKFILL MATERIAL. ,--CONST. 46 ELBOW & 10' SHEETCSP) 69 PER SECTIONA—g, THIS EXTENTION. DR qty CONST. 91' OF Ir A.C. DIKE PER DETAIL "C", SHEET 1. bp A CONTINUE i' A.C. DIKE END ir A.C. DIKE, MATCH PER PLAN SHTS. SA & 8B. ,,,EXIST CONC. CURB. Moto ..,950 41,4 70 REMOVE DEBR S TEL FH FROM ROADWAY. MAILBOX ROW lk R10 MAIL CONST. 31.5' OF er A.C. DIKE PER DETAIL SHEET 1. ExIsT. �FEIVCF_ IEWAY DRK END 8" A.C. DIKE, MATCH EXIST A.C. CURB. al STA 68+00 DEL RIO.- ROADWAY & 24!' CMP CULVERT IMPROVEMENTS CONST. 870' OF er A.C. DIKE PER DETAIL "C'®, SHEET 1. (MATCH EXIST. CONC. CURB) CONST. CORRUGATED METAL PIPE COUPLER PER CALTRANS STND. PLAN D97C 4c D97E, UNIVERSAL. (TYPICAL 2 LOCATIONS EXIST. GRATED DROP INLET CUT EXIST. 24" CMP AS REQUIRED TO ENABLE 10' EXTENTION TO LAY ON EXIST. GRADE, DEL RIO ROAD EXIST. GRADE (TYP) L--------------- ----------------------- L --------- EXIST 2e dMP ------------------------- SCALE: 1"=10' CONST. PIPE ANCHOR ASSEMBLY PER - CA TRANS STND. PLAN D87A, ALT. "go (2 LOCATIONS AS SHOWN). CONST. 46, 24!* CSP ELBOW CONST. 10' OF 24! CSP EXTENTION. REFERENCES: E REFERENCES: E PRPROGRAM FILE: OG DATA FILE: D AT PROJECT FILE: PROJECT PRO DRAWING FILE: ENCSHT1 l.DWG : OCT 93 DATE OCT NO. DATE REVISIONS APPD. _11 1I n.�m DESIGN GDM —CHECKED r�mm &Udm ENGINEERS 0 SURVEYORS 1000 MILL STREET SAN LUIS OBISPO Oew�.Z LJ�ATE: - 21 - 7 J (805) 544-5445 CALIF. 93105 PROJECT ENGINEER R.C.E. 41,231 (EXP. 3-31-95 LAS ENCINAS ASSESSMENT DISTRICT DETAIL SHEET CITY OF ATASCADERO, STATE OF CALIFORNIA WORK ORDER 10856.01 SHEET 11 OF 12 CITY FILE No.: 1 1 6r A.C. DIKE CONTINUED PER PLAN SHEETS 7A & 7130 77@ STA 78+23.99 DEL RIO ROAD= ti W5 STA 32+22.47 ALTURAS ROAD END 6" A.C. DIKE AND -- MATCH EXIST CONIC. CURB ♦ 78 /0 900 CONST. 800' OF 6" A.C. DIKE P TYPE PER PLAN SHEET 8A & 8B. W56 TYPE NNI�l -----,MATCH EXIST CONIC. CURB AN PX.ECHOR 91> 'yy Er A.C. DIKE CONTINUED 1-0 PER PLAN SHEETS 8A & 8B. ®= 71*57"Olm 79 R=20' women— Nowak )L=25.12 14AILBOX N Wv 8. FH CONST. 6' CONC, CROSS—GUTTER PER CITY OF ATASCADERO STANDARD DRAWING 421. CONST. CROSS—GUTTER SPANDRAL PER CITY OF ATASCADERO STANDARD DRAWING 421. .......... 1;1' 1 ff4!FXiL MR-amm CONST. 20' OF 16r CSP EXTENTION PER SECTION "A-9, THIS SHEET. Iv:sj*gugW-j: 17, FA N 02 1 7 E4 .LIM EV7 : ........... 11---I . ........................... I ...................................I IROPD F-1 SSG OTEL. p FWSE,W.V. COVER. TO FINItPIED- GRADE REMOVEWIST A.C. ROADWAY AND BACKFILL *M MATCH EXIST: 'GRADE. PGE A-t"JLT w. OTEL,PED. MATCH EXIST. A.C. BERM MST. A.C. BERM RESET EXIST. "STOP AHEACr SIGN "'LAS ENCINAS" SIGN A.C. BERM :x DRIVEWAY a.'MAkaOX 900 18"OAK CUT EXIST. lEr CMP AS REQUIRED TO ENABLE 20' EXTENTION TO LAY ON EXISTING GRADE. EXIST. GRATED DROP INLET DEL RIO ROAD EXIST. GRADE EXIST. L SECTION A—A CONST. 10' OF lEr CSP EXTENTION: CONST. PIPE ANCHOR ASSEMBLY PER 44 CALTRANS STND. PLAN D87A, ALT. "fir, (2 LOCATIONS AS SHOWN). NOTE: PROTECT EXIST. TREES AS DIRECTED BY FIELD ENGINEER. 2"x4* DOUGLAS FIR BOARDS (LENGTH CONTROLED BY TREE BRANCHES) 12 GA. WIRE WRAPPED AROUND OUTSIDE CIRCUMFERENCE OF, AND STAPLED TO 2"x4" BOARDS (TYP). CITY OF ATASCADERO TREE PROTECTION DETAIL SCALE: NTS P.C. CONCRETE (R=5- TYP) R=5' OVERLAY (0'.15' TYP) R=2" EXIST. WA.\\CW./ROADWAY SURFACE 4'.' EXIST. MONUMENT CONST. MONUMENT WELL (ALHAMBRIA A386 -4n CLEANOUT FERRULE W/ FINISHED BRASS COUNTER PLAN VIEW SUNK CAP, CAST IRON BODY) OR EQUIV. MONUMENT DETAIL SCALE: 1"= 1 -* OVERLAY (0.15' TYP) 'N �FXIST. A.C. ROADWAY SURFACE SHOULDER BACKFILL DETAIL SCALE: 1"=2' CONST. 45% lir CSP ELBOW CONST. CORRUGATED METAL PIPE COUPLER PER CALTRANS STND. PLAN D97C & D97E, UNIVERSAL. (TYPICAL 2 LOCATIONS) 3' TYP 0.15'tTYP I ,,,—MATCH EXIST. GRADE % AN T '*-CLASS 2 AGGREGATE BASE MATERIAL (TYP) SCALE: 1"= 10' STA 86+80 DEL RIO: EXISTING 18" CMP O.S.D. IMPROVEMENTS B SCALE: 1"=20' 12 W im REFERENCES: PROGRAM FILE: DATA FILE: PROJECT FILE: DRAWING FILE: ENCSHT1 2.DWG DATE: OC T 93 NO. DATE REVISIONS APPD. n I n �M�m DESIGN GDM CHECKED 110p*r m wmmm��&mm ENGINEERS 0 OR SURVEY SDATE:,/I- 2. - 1000 MILL STREET SAN LUIS OBISPO (805) 544-5445 CALIF. 93105 PROJECT ENGINEER R.C.E. 41,231 (Exp. 3-31-96 IAS E NCINAS ASSESSMENT DISTRICT DETAIL SHEET CITY OF ATASCADERO, STIVE OF CALIFORNIA WORK ORDER 10856.01 SHEET 12 OF 12, CITY FILE No.: