James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector

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1 COUNTY OF SAN LUIS OBISPO AUDITOR - CONTROLLER TREASURER - TAX COLLECTOR James P. Erb, CPA Auditor-Controller Treasurer-Ta Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Ta Collector TO: FROM: OCEANO CSD AARONNE KELER, PROPERTY TAX MANAGER DATE: OCTOBER, 07 SUBJECT: 0-0 ESTIMATED REVENUES & AEED VALUES Sections 7 and of the Revenue and Taation Code provide for the allocation of property ta revenues derived from levying an ad valorem property ta rate of one dollar ($) per hundred dollars ($00) of taable value. The taable assessed values are provided to our office by the County Assessor and the State Board of Equalization. Below are the current fiscal year s taable assessed values and the estimated property ta revenues by ta type for your district. The estimated revenues are net of the ongoing ERAF shift, when applicable, as required by code and are also adjusted for potential secured roll revisions and a.% unsecured delinquency. The taable values and corresponding estimated ta revenue for Fiscal Year 0-0 are: SECURED UNSECURED HOMEOWNER EXEMPTION UNITARY REVENUE REDEV. CONTRIB. PA THRU Net Value 6,06,,,6 6,6,000 Estimated Revenue $7, $,7 $6,6 $,7 $0 $0 Should you have any questions regarding your estimated revenues or assessed values, contact me at (0) 7-6 or by at akessler@co.slo.ca.us County of San Luis Obispo Government Center 0 Monterey Street, Room D0 San Luis Obispo, CA 0 (P) 0-7- (F) ttc@co.slo.ca.us

2 Oceano Community Services District Revenue Comparisons Target to Actual Billing Periods Ending in: Fiscal Years 0/6, 06/7, 07/, Partcial 0/ /6 Target /6 Actual 6/7 Target 6/7 Actual 7/ Target 7/ Actual / Target / Actual May July $,60 $ 6,7 $ 0,00 $ 0,67 $,76 $, $,0 $, July Sept. $ 0,0 $, $,0 $ 6,60 $ 0, $ 0, $,6 $, Sept. Nov. $,6 $,7 $,6 $,67 $ 67,6 $,70 $ 7, Nov. Jan. $ 0,6 $ 0, $,67 $,6 $ 06, $,0 $ 6, Jan. March $, $ 00,6 $,7 $ 6,6 $,7 $ 0,0 $,0 March May $,0 $, $ 6, $,7 $ 7,0 $ 6,7 $,6 Totals $,07,6 $,66, $,,77 $,067,6 $,0,0 $,,06 $,7,7 $, (Shortfall)/Overfall $ (,00) $ (0,) $ (,7) $ (7,6) Cumulative Revenue Shortfall: $ (0,76) $00,000 $0,000 $00,000 $0,000 $00,000 $0,000 $00,000 $0,000 $00,000 $0,000 $ May July July Sept. Sept. Nov. Nov. Jan. Jan. March March May /6 Actual 6/7 Actual 7/ Actual / Actual /6 Target 6/7 Target 7/ Target / Target

WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING

3 PRELIMINARY NOT FOR CONSTRUCTION DIVERSIFIED PROJECT SERVICES INTERNATIONAL OCEANO COMMUNITY SERVICES DISTRICT WATER DISTRIBUTION SYSTEM OCEANO, CALIFORNIA THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRE WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. PROJECT: 6

$0 "A" "A" "A" G:\CIP\Trans\00600 CGSW in Oceano\0 Design\ CADD\. Plan Sheets\. Titlesheet - Drainage Improvements.$

6 DRAINAGE IMPROVEMENTS AT PASO ROBLES STREET AND RD STREET OCEANO, CALIFORNIA CONTRACT NO "A" "A" "A" G:\CIP\Trans\00600 CGSW in Oceano\0 Design\ CADD\. Plan Sheets\. Titlesheet - Drainage Improvements.dwg, TITLE SHEET, Oct 0, 0 :0pm, MAPerez C 66

7 BLOCK PER A MAPS BLOCK PER A MAPS PASO ROBLES ST. G:\CIP\Trans\00600 CGSW in Oceano\0 Design\ CADD\. Plan Sheets\. Project Control - rd Street.dwg, Sheet, Oct 0, 0 :6pm, MAPerez ALLEY BLOCK 7 PER A MAPS BLOCK 7 PER A MAPS RD ST. BLOCK PER A MAPS BLOCK PER A MAPS TOPOGRAPHIC SURVEY

8 STA: +76..' (L) STA: 0+.7 (PASO).' (L) STA: +.0 (RD).6' (L) CP 0 DEMOLITION NOTES EXISTING TREE TO REMAIN, PROTECT IN PLACE EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE. EXISTING WATER METER, TO REMAIN. ADJUST LID TO FINISHED GRADE. (SEE PLAN AND PROFILE) EXISTING WATER VALVE, TO REMAIN. ADJUST LID TO FINISHED GRADE. (SEE PLAN AND PROFILE) EXISTING PROPERTY FENCE TO REMAIN, PROTECT IN PLACE. G:\CIP\Trans\00600 CGSW in Oceano\0 Design\ CADD\. Plan Sheets\. Demolition.dwg, rd street, Oct 0, 0 :6pm, MAPerez PASO ROBLES STREET STA: +..06' (R) STA: +. 7.' (R) NOT A PART STA: +7.7 BEG STA: ' (R) / CONFORM STA: +. 7.' (R) STA: ' () (E) DRIVEWAY TO REMAIN, PROTECT IN PLACE / CONFORM STA: ' (R) APN PASO AT RD STREET STA: +. TO STA: 0+.7 EXISTING EP (TYP) (TYP) NOT A PART 0 (E) WATER METER TO REMAIN (PROTECT IN PLACE) NOT A PART STA: +6.7 (PASO) 6.0' (R) STA: +7.0 (RD) 0.' (R) STA: 0+0. (PASO) 6.0' (R) STA: +7.0 (RD).7' (R) CP 0 STA: (PASO RCL) STA. +.0 (RD RCL) N:. E: 6. rd STREET STA: 0+. (PASO).' (R) STA: +.7 (RD).' (L) END STA: 0+0. (PASO).6' (R) STA: +. (RD).6' (R) CP EXISTING UTILITY POLE TO REMAIN, PROTECT IN PLACE. EXISTING CURB, GUTTER, & SIDEWALK TO REMAIN, PROTECT IN PLACE. NOT IN USE EXISTING MONUMENT WELL TO REMAIN. ADJUST LID TO FINISHED GRADE PER SAN LUIS OBISPO COUNTY STANDARDS. SALVAGE AND RESET EXISTING ROADSIDE SIGNAGE AND POLE. (SEE PLAN AND PROFILES) EXISTING OVERHEAD UTILITY LINE, TO REMAIN. PROTECT IN PLACE. EXISTING MANHOLE TO REMAIN. ADJUST RIM AND LID TO MATCH FINISHED GRADE. EXISTING STREET SIGN AND POLE TO REMAIN, PROTECT IN PLACE. EXISTING WATER SPIGOT TO REMAIN, PROTECT IN PLACE. SALVAGE AND RESET EXISTING MAIL BOX. FINAL LOCATION TO BE DETERMINED BY ENGINEER DURING CONSTRUCTION. IF FOUND, CAP AND REMOVE EXISTING SD OUTLET OUT OF COUNTY RIGHT OF WAY. LEGEND CLEARING & GRUBBING LIMITS REMOVE ASPHALT CONCRETE LIMITS LIMITS RECORD CENTERLINE (RCL) / PROPERTY LINE SURVEY MONUMENT MAG NAIL / SURVEY CONTROL POINT C 66

9 CL EP HP HP / CENTERLINE CONSTRUCTION NOTES (E) ±' WIDE EXISTING PAVEMENT CONFORM WIDTH (~.0%).%.% SWALE ' WIDTH TYPICAL SECTION SWALE STA: +. TO STA: +..% WIDTH ' WIDE (~.0 %) EXISTING PAVEMENT 6.0% ETW.% (P) DRIVEWAY ±.6' WIDE SECTION D-D ROADWAY & DRIVEWAY "D" STA: +. TO STA: +76. DRIVEWAY CONFORM (±6.6) EG.0% MIN EXISTING DRIVEWAY ±' (~.0 %) 6 7 CONSTRUCT RURAL DRIVEWAY PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING B-a. CONSTRUCT DRAINAGE SWALE PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING B-a, MODIFIED PER PLAN. VERTICAL DEPTH = INCHES & SIDE SLOPES =.%. CONSTRUCT TYPE-D MOUNTABLE HOT MIX ASHPALT DIKE, PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING C-. ADJUST (E) UTILITY VALVE COVER TO MATCH FINISHED GRADE. ADJUST (E) MANHOLE RIM & LID TO MATCH FINISHED GRADE. ADJUST MONUMENT WELL TO MATCH FINISHED GRADE, PER COUNTY OF SAN LUIS OBISPO STANDARDS. RESET (E) SIGNAGE. FINAL LOCATION TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. / EP ' WIDE SUPERELEVATED ROADWAY CL ' WIDE ETW SWALE TRANSITION (WIDTH ) DAYLIGHT / EP ' WIDE SUPERELEVATED ROADWAY CL ' WIDE ETW ' WIDE PARKING CONSTRUCT MINIMUM " HMA OVER 6" OF CLA II AGGREGATE BASE, COMPACTED TO %, PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING A-d. PLACE ROCK SLOPE PROTECTION (RSP) PER CALTRANS STANDARDS. SEE PROJECT TECHNICAL PROVISIONS FOR AGGREGATE SIZE & RSP FABRIC DETAILS. CONFORM & MATCH EXISTING EP GRADE.% MIN 6.0%.% MIN 6.0%.% CONFORM & MATCH EX. GRADE.% CONFORM & MATCH EXISTING EP/CL GRADE.% MIN 6.0%.% MIN 6.0%.% DAYLIGHT.0% MIN SLOPE PAVEMENT DESIGN CRITERIA CURRENT ADT 00 FUTURE ADT (0 YEAR FORECAST) 00 C:\Users\maperez\appdata\local\temp\AcPublish_0\. Typ X-sections, P&P, Details.dwg, X-Sections (rd), Oct 0, 0 :7pm, MAPerez CONFORM & MATCH SLOPE TYPICAL SECTION ROADWAY & SWALE TRANSITION STA: +76. TO STA: WIDTH.% MIN 6.0% ETW ' WIDE PARKING TYPICAL SECTION ROADWAY & MOUNTABLE DIKE - INTERSECTION GEOMETRY (PASO) STA: TO STA: +. (rd).% DAYLIGHT.0% MIN SLOPE CENTERLINE STRIPE (E) ±' WIDE EXISTING GRADE EXISTING ±' (~.0%) RCL TYPICAL SECTION ROADWAY & MOUNTABLE DIKE STA: TO STA: PAVEMENT EP DIRT SHOULDER REGRADE TO MATCH (E) EP.0% MIN RIPRAP ' WIDE TYPICAL SECTION ROADWAY & RIPRAP (rd) STA: +. TO STA: +7.0 (rd).0% MIN DAYLIGHT %TRUCKS / DESIGN HOUR VOLUME (DVH) LEGEND (P) CONCRETE (P) ASPHALT SURFACE (P) CLA II AGGREGATE BASE (U.N.O.) (E) ASPHALT SURFACE (E) AGGREGATE BASE SUBBASE / EARTH (E) CONCRETE 0 TRAFFIIC INDEX (TI) 7.0 DESIGN SPEED (Co. Std. A-) MPH R - VALUE 60 C 66

10 ELEVATION BEG ROADWAY IMPS GB STA = '.7' HALF WIDTH IMPROVEMENTS BEG FULL WIDTH IMPS & SUPER ELEV TRANS GB STA = ' 0' LONG FULL WIDTH SUPER ELEVATION TRANSITION FULL WIDTH IMPS & SUPER ELEVATION GB STA = ' (P) ROAD GRADE (E) ROAD GRADE END ROADWAY IMPS / MATCH rd ST CL STRIPE GB STA = 0+.7.' CONSTRUCTION NOTES CONSTRUCT RURAL DRIVEWAY PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING B-a. CONSTRUCT DRAINAGE SWALE PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING B-a, MODIFIED PER PLAN. VERTICAL DEPTH = INCHES & SIDE SLOPES =.%. EG = (.) EG = (.7) EG = (.7) EG = (.6).60 EG = (.). EG = (.). EG = (.). EG = (.).0 EG = (.) 6. EG = (.) 6. EG = (.) 6.7 EG = (.) 6. EG = (.) 6. EG = (.) 6. EG = (.) 6.7 EG = (.) 6. EG = (.6).07 EG = (.). EG = (.).70 EG = (.0) EG = (.0) EG = (.0) EG = (.0) CONSTRUCT TYPE-D MOUNTABLE HOT MIX ASHPALT DIKE, PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING C-. ADJUST (E) UTILITY VALVE COVER TO MATCH FINISHED GRADE. G:\CIP\Trans\00600 CGSW in Oceano\0 Design\ CADD\. Plan Sheets\. Typ X-sections, P&P, Details.dwg, Plan Profile (rd), Oct 0, 0 :6pm, MAPerez ELEVATION EG = (.0) ' 0' LONG HALF WIDTH IMPROVEMENTS SUPER ELEVATION TRANSITION () +0 PASO ROBLES STREET W W W W W W W W W W W W W W = +0 (0.0%) EG = (.) = +0 BEG SWALE STA. +..7' (R) BEG SWALE GB STA = +. EG = (.) (-.%) =.07' (-.%) =.0 (-.%) NOT A PART OWLINE STA ' (R) L C DRIVEWAY "D" ± ' WIDE (-0.6%) (-0.%) EG = (.0) BEG DRIVEWAY GB STA = +. = 6.6' BEG DWY STA. +..0' (R).% 7.% DWY CONFORM STA ' (R) DWY CONFORM / BEG SWALE TRANS STA ' (R) D D END DRIVEWAY / BEG SWALE TRANS GB STA = +76. APN = 6.6' % END DWY STA ' (R).% BEG DIKE TRANS GB STA = +. = 6.' OWLINE STA ' (R).%.% L (P) EDGE OF TRAVEL END SWALE TRANS / BEG DIKE (FULL DEPTH) STA ' (R) BEG DIKE TRANS STA. +..0% 0.%.% NOT A PART BEG CURVE STA (PASO RCL) 0.0' (R) STA. +. (rd RCL).6' (R).6' (R) END DIKE (FULL DEPTH) / BEG DIKE TRANS STA. +.6 (PASO RCL) 6.6' (R) 7 (P) STOP SIGN RELOCATION (E) SPIGOT, TO REMAIN STA. +. (rd RCL).6' (R) +0.%.% (E) STREET SIGN, TO REMAIN (E) HYDRANT, TO REMAIN TRUE CURVE LENGTH =.' -.0% -0.% -0.% -0.% = EG = (6.) = 6. EG = (6.) = EG = (6.6) = 6. EG = (6.6) = EG = (6.) = 6.0 END SWALE TRANS / BEG DIKE (FULL DEPTH) STA = EG = (6.7) TD = 6.7' = 6.' = EG = (6.7) = 6. EG = (6.6) = EG = (6.6) PASO AT RD STREET PLAN VIEW STA: +. TO STA: PASO AT RD STREET RECORD CENTERLINE PROFILE H: " = 0' V: " = ' (P) TOP OF DIKE = 6. (P) OWLINE EG = (6.6) = EG = (6.7) PASO AT RD STREET OWLINE PROFILE H: " = 0' V: " = ' = 6.0 EG = (6.) =. +60 EG = (6.) =. BEG CURVE GB STA (PASO RCL) = +. (rd RCL) TD = 6.0' =.0' EG = (6.) = % EG = (6.) C.% 0.% =..% (6) 6 L 0+00 END CURVE GB STA = +.7 (PASO RCL) = +6. (rd RCL) EG = (6.) = %.6% TD = 6.' =.7' +0.7%.7% 00 EG = (6.) rd (-.%) END DIKE (FULL DEPTH) / BEG DIKE TRANS GB STA = +.6 (PASO RCL) = +. (rd RCL) -0.% = CP 0 STA: (PASO RCL) = STA. +.0 (RD RCL) N:. E: 6. STREET TD = 6.6' =.76' EG = (6.) = () END CURVE STA. +.7 (PASO RCL) 6.0' (R) STA. +6. (rd RCL).6' (R) () END DIKE TRANS / BEG RIPRAP STA. +.6 (PASO RCL).6' (R) 6 END DIKE TRANS / BEG RIPRAP GB STA = +.6 (PASO RCL) = +. (rd RCL) (E) ROADWAY CENTERLINE STA. +. (rd RCL).6' (R) =.77' -0.% EG = (.) =.7 END RIPRAP / CONFORM STA. +.6 (PASO RCL) 6.00' (R) STA (rd RCL).6' (R) (-.%) RIPRAP 0+0 END RIPRAP / CONFORM GB STA = +.6 (PASO RCL) = +7.0 (rd RCL) EG = (.7) 0+0 = =.7' EG = (.7) = SEGMENT C C L L L ADJUST (E) MANHOLE RIM & LID TO MATCH FINISHED GRADE. ADJUST MONUMENT WELL TO MATCH FINISHED GRADE, PER COUNTY OF SAN LUIS OBISPO STANDARDS. RESET (E) SIGNAGE. FINAL LOCATION TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. CONSTRUCT MINIMUM " HMA OVER 6" OF CLA II AGGREGATE BASE, COMPACTED TO %, PER COUNTY OF SAN LUIS OBISPO STANDARD DRAWING A-d. PLACE ROCK SLOPE PROTECTION (RSP) PER CALTRANS STANDARDS. SEE PROJECT TECHNICAL PROVISIONS FOR AGGREGATE SIZE & RSP FABRIC DETAILS. LENGTH.'.'.'.7'.0' OWLINE GEOMETRY CURVE DELTA ' " 0 00' " LEGEND (P) ASPHALT SURFACE / CONFORM (P) RIP RAP ENERGY DIIPATER (P) HMA DIKE RADIUS 0.00' 6.00' (P) /CONFORM LIMITS TANGENT DIRECTION N7 ' 0"E S ' 7"E S ' 6"W (P) RE-GRADE TO MATCH EXISTING C 66

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16 City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact