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HomeMy WebLinkAbout1.1-6331 Ph 1 & 2SUMMARY OF IMPROVEMENTS - UNIT 1 6" CURB & GUTTER 8,425 L.F. 4" CONCRETE SIDEWALK 23,155 S.F. 6" CONCRETE DRIVEWAY 8,613 S.F. A.C. PAVING (215,514 SF.) 4,817 TONS AGG. BASE 3,568 C.Y WHEEL CHAIR RAMPS 26 EA. STREET NAME SIGNS 18 EA. SURVEY MONUMENT ENCASEMENT 16 EA. STREET SIGNS 2 EA. "WARNING & REG." SIGNS 2 EA. 6' BLOCK WALL (W /2' RET.) 525 L.F. LANDSCAPING 14,.472 S.F STRIPING 2,256 L.F. INNER CONNECT CONDUIT 1,001 L.F. SUMMARY OF IMPROVEMENTS - UNIT 2 6" CURB & GUTTER 5,717 L.F. 4" CONCRETE SIDEWALK 14,972 S.F. 6" CONCRETE DRIVEWAY 6,435 S.F. A.C. PAVING (123,707 S.F.) 2,783 TONS AGG. BASE 2,062 C.Y WHEEL CHAIR RAMPS 16 EA. STREET NAME SIGNS 12 EA. SURVEY MONUMENT ENCASEMENT 11 EA. ADDITIONAL NOTES OWNER: MCMILLIN HOMES 3851 FRUITVALE AVENUE BAKERSFIELD CA, 93308 SUBDIVIDER: ROBERT E. SMITH 1424 17TH STREET BAKERSFIELD, CA 93301 ENGINEER: SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 08/18/06 Drnwinn File- FSTR6331 TRACT No. 6331 UNITS 1 -2 CONSTRUCTION PLANS STREET PLANS AND PROFILES INDEX SHT. NO. SHEET DESCRIPTION ROAD 1. TITLE SHEET 2. NOTE SHEET 3. • EAST HOSKING AVENUE 4. SMARTY JONES WAY 5. SPECTACULAR BID DRIVE 6. AFFIRMED WAY 7. FONSO AVENUE 8. ALYSP'BA DRIVE 9. PLEASMTLY PERFECT AVENUE 10. AGILE WAY 11. WAR EMBLEM DRIVE 12. WAR ADMIRAL DRIVE 13. ARISTIDES AVENUE 14. THUNDER GULCH DRIVE 15. GALLANT FOX AVENUE 16. UNBRIDALED DRIVE 17. SEATTLE SLEW DRIVE 18. COUNT FLEET WAY 19. FUNNY CIDE DRIVE 20. AFLEET ALEX WAY 21. EAST HOSKING AVENUE (STRIPING PLAN) 22. EAST HOSKING AVENUE (MEDIAN PLAN) NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. BENCH MARK SET: TOP OF MONUMENT AT UNION AVENUE AND BERKSHIRE ROAD V.J.V.J. BENCH MARK USED: TOP CALIF. DIV. OF HIGHWAYS BRASS CAP IN L.H. @ PANAMA LANE & UNION AVENUE PER K.C.S. PANAMA LANE "AS GUILTS" TRACT 5851 n ry 7c4 zc V. 'j. V.J. LEGAL DESCRIPTION BEING A PORTION OF SECTION 32 T. 30 S., R. 28 E. RECORDED IN BOOK 6719 OF MAPS AT PG. 202 OF OFFICIAL RECORDS, M.D.M. IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, CITY OF BAKERSFIELD, STATE OF CALIFORNIA, PER THE OFFICIAL PLAT APPROVED BY THE SURVEYOR GENERAL, RECORDED JANUARY 28, 1868 PRIVATE ENGINEERS NOTICE TO CONTRACTORS VICINITY MAP N.T.S. SCAU NEW LOCATION OF LIFT STATION = 200' KEY MAP ORDER IN WHICH UNIT. WILL BE CONSTRUCTED: NOTE : UNITS 1 — 2 TO BE CONSTRUCTED SIMULTANEOUSLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN "r�aS1(afr ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST '�,� �< ��Q. G33/ �_ Z DEG/ OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. A;���T E'ECO Ct THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE {, aC17 F � Vi�6 No ,Y4 3 CSC . NS B'� : UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS Exp 9,30.17 DRAWING. �j. rtyl's- ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH �A) INFORMATION OR DATA. � °` y UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUC11ON. 1- 800 - 227 -2600 ,gtlic��R. G 33/ U-1 Only t' ENGINEER'S STATMENT, 'RECORD DRAWING' > , I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, CORRECTIONS BY:s� AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. DATE - - - -' - I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. d �gOFESSIp� - /fl'� %� Ole ��4o��RZ E ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-07 w No. 35473 C4 9/30/07 i[ q Cl V I L �� OF C NL1��4 NOTE: SEE SHEET TWO FOR ALL NOTES -_ -- HOSKING ROAD w PlS SAS IEC o - - - - - - -- �• L�j z SI TE O 1 25 26 27 28 29 30 31 32 33 z EAST PANAMA ROAD O � o <n 23 o z z � z o 0 � 0 U 22 DI GIORGIO ROAD VICINITY MAP N.T.S. SCAU NEW LOCATION OF LIFT STATION = 200' KEY MAP ORDER IN WHICH UNIT. WILL BE CONSTRUCTED: NOTE : UNITS 1 — 2 TO BE CONSTRUCTED SIMULTANEOUSLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN "r�aS1(afr ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST '�,� �< ��Q. G33/ �_ Z DEG/ OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. A;���T E'ECO Ct THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE {, aC17 F � Vi�6 No ,Y4 3 CSC . NS B'� : UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS Exp 9,30.17 DRAWING. �j. rtyl's- ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH �A) INFORMATION OR DATA. � °` y UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUC11ON. 1- 800 - 227 -2600 ,gtlic��R. G 33/ U-1 Only t' ENGINEER'S STATMENT, 'RECORD DRAWING' > , I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, CORRECTIONS BY:s� AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. DATE - - - -' - I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. d �gOFESSIp� - /fl'� %� Ole ��4o��RZ E ROBERT E. SMITH DATE R.C.E. 35473 EXP. 9-30-07 w No. 35473 C4 9/30/07 i[ q Cl V I L �� OF C NL1��4 NOTE: SEE SHEET TWO FOR ALL NOTES -_ -- - -------- EAST HOSKING AVENUE VE 94FT 3 -- 3 / Y ¢I -- -- - - - - - - -- �• 24 o I 25 26 27 28 29 30 31 32 33 W as 23 Q l z ` N / W SPECTACULAR BT DRtt4 'u sit s 22 - - 21 20 t9 1qI 39 38 37 36 35 34 SUMP i al LOT 1 5 W C> 16 17 18 II 40 41 42 43 Q 44 45 14 I IL 13 1 ALYSHEBA DRIVE VE 81 82 83 84 85 86 87 / = 46 12 I I� 47 11 ' z 80 79 78 77 76 75 74 I 48 10 a U W 49 50 J _ AGILE WAY -%T yU7 10 ^ 9 —� 67 68 69 70 71 72 73 I} 51 8 N I 52 7 J 66 65 64 63 62 61 60 } I� 53 s WAR ADMIRAL DRIVE SEE S'l 11 5 4 3 2 1 1 59 58 57 56 55 54 �I tur ONE W two 4 3 2 1 0l ® 64 63 62 61 60 W 5 z THUNDER GULCH DRIVE SEE 14 6 7 8 9 10 54 55 5fi 57 58 59 x 13 12 11 53 52 51 50 49 z 48 14 � 15 `— I� — UNBRIDALED DRIVE —�- sr-r iB! / - - 16 41 42 43 44 45 46 47 33 q � ^ 32 17 0 NIA 40 39 38 37 36 35 34 I o 31 18 } 30 Z COUNT FLEET WAY 94a7 78 ` I r ^ 28 19y 20 21 22 23 24 25 26 27 Q< W w Q DISTANCE OF CENTERLI E: ARTERIAL = 1,119.1 .F. LOCAL = 8,264.8$ L.F. REVIEWED BY: TRAFFIC ENGINEER: REVIEWED BY: APPROVED BY: TANT PUBLIC WORKS [ RAUL M. ROJAS RICE 39880 XP. 12 -31 -07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD * TRACT No. 6331 STREET PLANS SmithTechik USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327 -8492 FAX 327 -8493 L7' " -v ROBERT E. MITH RCE 35473 DATE JOB NO. — 04— 08 SHEET 1 OF 22 SHEETS NOTES: 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING E.P. REMOVE AND PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE" OF THE BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. STANDARD SPECIFICATIONS SHALL BE MET. 36' -46' ** THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL TION OF SEWER LATERAL. ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY BY THE ENGINEER. CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS NOTICE. 326 -3049 DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE =n 11_nl_n1= FUTURE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE BEEN WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE START OF ANY CONSTRUCTION PAVING. IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A DATE BY OTHERS --PA MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT 6. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT AND STREET LIGHTS SHALL BE INSTALLED AT THE GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL INDICATED ON THESE PLANS. THE CONTRACTOR SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED PAVING OPERATIONS RESUME. WITHIN SIDEWALK 6" FROM BACK. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 8. ASPHALT CONCRETE: (TYPE B). ASPHALT CONCRETE SHALL BE TYPE MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH "A" (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL 'B" (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED PROVISIONS IN SECTION 39, "ASPHALT CONCRETE,* OF THE STANDARD TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIRE- DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE MENTS OF SECTION 39 -2.02, 'AGGREGATE,' OF THE STANDARD SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE SPECIFICATIONS FOR 3/4' MAXIMUM, MEDIUM GRADING. THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE 9. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. BACKFiLLED AND COMPACTED PER CITY STANDARD ST -22. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING TEST 375. PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OF THE PERMIT. OR BOTH , IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE AGGREGATE FOR TYPE "B' ASPHALT CONCRETE SHALL CONFORM TO THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIREMENTS FOR THREE- FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT AS SPECIFIED IN SECITON 39 -2.02, 'AGGREGATE', OF THE STANDARD SPECI- MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT FICATIONS. SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY DENSITY REQUIREMENTS. OF THE GRADING REQUIREMENTS IN SECTION 39- 2 -.02, "AGGREGATE', OF THE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TA- THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% , PERS AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND BEING CONSTRUCTED. REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT, ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE, AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS', IN SECTION 92 -1.02, OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE 'GRADES ", OF THE STANDARD SPECIFICATIONS. WORK SHALL BE AT THE DEVELOPER'S EXPENSE. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALF -ORNtA SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE BY THE ENGINEER. NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT SHALL SUBMIT THE FOLLOWING FOR THE ENGINEERS REVIEW AND APPROVAL: RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING A. A LIST OF AGGREGATE AND ASPHALT SOURCES. SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS. IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE 'AGGREGATE' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE,' OF THE STANDARD CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK'. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. Drawing File: FR6331STR 08/18/06 TRACT No. 6331 UNITS 1 -2 CONSTRUCTION PLANS STREET PLANS AND PROFILES TYPE "M -1" MEDIAN CURB PER C.O.B. STD. DWG. S -36. TYP. (TO BE BUILT BY OTHERS) EX. E.P. REMOVE AND RECONSTRUCT 60' -70' ** 15'** i SAWCUT 1' & MATCH EP. 51' -65' ** I 15'± EXIST. il� 15'± EXIST. 36' -46' ** 1 PAVEMENT 7,1 % PAVEMENT I I _ �I s% -Ili - 349Mnx -_.� =n 11_nl_n1= FUTURE 1!1 °In= . TYPE M MEDIAN CURB -11i =111 =1 a =111 TO BE CONSTRUCTED AT A LATER DATE BY OTHERS --PA � ING 0.45' A.C. PAVING_OVER 0.75' C.A.B. OVER 1.35' NAT. GROUND COMPACTED TO REMOVE & RECONSTRUCT EXIST. PAVING 95% MAX. DENSITY. R/W 9, - 10' IL�MND�l I I 14 PER F!. 6' BLOCKWALL TYP. CONST. TYPE 'A2 -150" CURB 9BELI & GUTTER COMB. SIDEWALK PER CALTRANS STD A -87 .3' W FL N.T.S. PLATE S -27 - REVISED HOSKING ROAD - 60 R/W AT STATION 15 +03.11 - 21+18.16 ARTERIAL STREET T.I. 8.5 R -VAL 8 .45' A.C. OVER 1.50' C.A.B. OVER .55' 95% COMP. O.G. 7-1-6, 3 3/ P - ,Z O NGi E. a No. 35-1473 Fxp. 9 -30 -17 TFOr Cu��; R/W FL 1 10, ** 2:1 1 , ,. CONST. TYPE 'B" CURB & GUTTER -{ NTH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 , 20' ** MIN. III . L 610' 20' ** 29, MIN. lll_- I FL R/W 1/4' TER. FT. 2.� fP. I CROSS SECTION - 60 R/W PLATE ST -11 N.T.S. TYPE "A" LOCAL STREET T.I. 4.5 R -VAL 8 .25' A.C. OVER .63' C.A.B. OVER .50' 95% COMP. O.G. z w w R/W FL PAD o 20' 10' - 12' 30' ** EXISTING - -- o w 2, ` 2.1 1/4` PER. 4,1 I III -�rit� tl^ -III = III = 110= III =III /a5-BUI�?"Tdl. (.33/ G/-/ `PECOAD DD�RAWING- R i� DATE- __ 7, / / -o 4gOFESSI pN� ��4�4o�ggT E. w No. 35473 � 9/30/07 K-141-e FCIVI`u _ pF CALV�`J4� I I.3' BELOW FL CROSS SECTION - 60 R/W CITY OF BAKERSFIELD PLATE S -27 - REVISED N.T.S. TYPE "A" LOCAL STREET T.I. _4.5 R -VAL 8 125' A.C. OVER .63' C.A.B. OVER .50' 95% COMP. O.G. MAInMUM CROSS FALL TO LO GUTTER SHALL BE 0.5' * OPE FROM HIGH GUTTER ** E PLAN SHEETS TRACT No. 6331 - UNITS 1-2 STREET PLANS �C PRQ'ILES USA SmithTech * INCORPORATED HABERFFLDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. S ITH RCE 35473 DATE JOB NO. - 04 -1 8 SKEET 2 OF 22 SLEETS NOTES: O FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL L EGENT ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED BRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 21 FOR INTERCONNECT DETAIL) OFOR FUTURE IRRIGATIONS LINES INSTALL ONE - 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE I " I FLOWLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1� 89'55'05" 29.96' 30.00' 47.08' 02 90'54'30" 30.48' 30.00' 47.60' 3 89'05'30" 29.53' 30.00' 46.65' 4 90'04'55" 30.04' 30.00' 47.17' • STD, CITY MUNUMENT ENCASEMENT PER CO STD ST -13 DRI VEWA Y PER CUB STD ST -4 AND T -12 (TV BE GUNS T OR EXISTS AS NUTED) ♦- T YP, SEWER MAIN & MANHUL E TYPE 'A' PER CUB STD S W - 4 STD, STREET LIGHT - 9500 LUMEN PER CO STD ST -14 T YP, SEWER MAIN & CLEANDUT PER CUB STD SW -6 + STD, CITY STREET NAME SIGN PER CUB STD T -1 STD, STREET LIGHT - 22000 LUMEN PER CUB STD S -31 3 SCHEDULE 4o PVC SLEEVE. SLEEVES TO BE PLACED STD, WHEEL CHAIR RAMP PER C,UB, STD, ST -19 AND STD, STREET NAME SIGN (METRO PER CUB STD T -1 PRIOR TO PLACEMENT OF AGG. BASE. I 35 35 I '� (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) �� AS REVISED CAL TRANS STD ST -A88A 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD SPEC 8010 -21 C -19 Q�OFESS /0N E. S,y� 9 a w No. 3547 3 m 9/30/07 F OF i� ROBERT E. SMITH RCE11 35473 / ` FUTURE MEDIAN TD INSTALL W1-6 (R) ®EX. POLES TO BE RELOCATED WITH OMI -3 MARKER INSTALL Wl-6 / \ BE CONSTRUCTED BY OTHERS N � WITH UMI -3 MARKER BY DEVELOPER (TYP.) \ - - EX E.P. o -� rn `° EX E.P.'�� 5 �n d �N ``�a N -- �� -- - - - -- R__ - - -- --- - - - - -- � - -- - -- - - - -- PRIOR TO PLACEMENT OF A.B. - - - -- O� -- - -- -- - - - - -� - -- - - - - -- - - - - - -- - - -- � -- - �w� �w EX E.P. �w4n O EXISTING UTILITIES TO BE RELOCATED -___ cl-i - _w L � 13 +57.75 � h 38 ° NO RY 55 56 �`� 81 PRIOR TO PLACEMENT OF A.B. _ - - - `� J G II ' � - - - - - -- -- ,, . 6 - w� - - - - - - -- - -_ - - - - -- __ EP �= _,8 ,9 O SAWCUT 1' AND MATCH EX. PAVEMENT 0 �y - - - - II 2 - AS DIRECTED BY CITY ENGINEER ; �� �Q�o Q�v N 89 °32'11" W 16 �EX ��.09PP 53.2® 53.33 ,�, II 53 53.6 II 530 53.5- 33 55- -533 - - - 5Z- TELE3� - - �'� - -ml GN Q cn Q C� i ii EX E.P. WITHT 55 R. SIDEWALK -TYP,R � \QE� � �� i 18" SEWER SEE O3 I I o 73201 CFL I L' 13 - - - -- FL M I! DETAIL - - - - - - - -- - - - - -- - -- PtX_L BOX j - SHEE T 21 - - I R26 (CA) - -- - -- -- - -- - - - - - R 35 35 0FFSI TE �R�W R26 (CA) R26 (CA) O 2 �� 1r. R26 kin�' ;Iz R%W o ¢ J rn 3 a N cq I J 24 r. II I M m 3� c 10 20 20 10 M I LO I Y II !� V ^ ^ 03 M C� [�5 Ld�J 26 �� z I "< I m W � � ^ mW N m W 88 29 00 CT of cq ZO III ° 0 10'X120' BAY TAPER � o (Q� Z N �° �� °c° o M � F uj I M F-- M^ M O m / cn w H I III o M v I SEE PARABOLIC BAY TAPER v O� J J° m SEE SHEET 4 U- r-- r m co c. `n ^ m o CN o III TABLE m m o °�° z N ``' Cn m z o t- O `- ° C>cn m 353 352 3511 -- 350 0 STATION FROM 11 +13.41 51.00 11 +23.38 51.16 11 +33.35 51.62 11 +43.31 kt 11 +53.29 SCALE: H ORI Z. 11' = 50' VE R T. 1 to = 2' 10 11 BAY TAPER (A) STATION FROM 11 +13.41 51.00 11 +23.38 51.16 11 +33.35 51.62 11 +43.31 52.41 11 +53.29 53.49 11 +73.28 55.99 11 +93.29 58.49 12 +03.31 59.59 12 +13.35 60.38 12 +33.41 61.00 12 N W ¢ M ^ tN N Q Z NOTE: CONSTRUCT STREET SECTION PER TYPICAL + "m ARTERIAL STREET SECTION ON SHEET 2. 1o'x12o' BAY TAPER SEE PARABOLIC BAY TAPER T'A S T TABLE 1-i lfa ffO Sil IYC A VEYUE UYIT A Y P OFFSITE - { f ___+ _a - vt Z M W +m :_'I ¢uj ZQ QI C) -- -_ -_ m - -__ _ _ - - -- 1h M SEE SHEET NUMBER 21 FOR STRIPING PLAN. W Ln O SEE SHEET NUMBER 22 FOR MEDIAN PLAN. 13 14 15 16 - { f ___+ _a - vt Z M W +m :_'I ¢uj ZQ QI C) -- -_ -_ m - -__ _ _ - - -- 1h M - o O - CV Z J F- W Ln O -- - -- - LO n L� Z m m V L9 W M 50.00 ri O 52.50 CD 53.59 18 +27.49 54.38 + -- 55.00 o CCDD Q cn - -- M_ - -- 00 Pr> y9 `� [a0 J LL. M C7 C.D L r7 W W Utwi m m -- - LO n CD L l) CN m + T V L9 W 17 +87.49 50.00 � 30 M J ti w W CL r m m ^ W Q: M O �o J Z 3 J a 31 03 m _ W t0 LLJ DATE ,64elc7' R, b 33/ a -/ oev� Y "RECD D DRAWING" CORRE TIONS BY:AO LATE / / -v8 g8 - -- 214 .- EX. DETAIL 22 s 20 o.00_ - - - - -- 285.66- - - - - II � II SEE S � co II DETAIL a SHEET 21 R26 (CA) v U � kn °o 38 33 J 10 z10 20 10 BAY TAPER STATION FROM 17 +27.49 45.00 17 +37.49 45.16 17 +47.49 45.62 17 +57.49 46.41 17 +67.49 47.50 17 +87.49 50.00 18 +07.49 52.50 18 +17.49 53.59 18 +27.49 54.38 18 +47.49 55.00 17 18 W N SEE SHEET 7 C-) W rn o CCDD Z 00 Pr> Qf N W Q cn 0 17 18 19 20 21 22 - 0.200% - W CL N M _ i m V-J ZOZ LLJ F= i m Cn Z CA n N W - - - - -- _ - _ - 0.551 _ M Ili - n M N m C. [i -- m W -- 00 - -- -- + 4 -- - _f - -- -T-- s - - - - --- - --- - - -- -- - - -- Z..... - - --- M cD + 00 ! N - - - INC- VR -1 -- � No, 6-331 -M REET PLAN -& EA �T HOSKIi SHEET! 3 OF 22 353 352 r '} 351 1 t AN - OFIL-t A IIEN , BEETS 350 i \ i .. . , 7 FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 2225'350 35.00' 1 13.70' 6.94' �2 134'51'11° 84.00' 197.70' 202.06' 03 22'25'35" 35.00' 13.70' 6.94' 4 90'04'55' 30.00' 47.17' 30.04' (5 90'47'10' 30.00' 47.54' 30.41' © 90'00'000 20.00' I 31.42' 20.00' O12 " L /iY) /T LINE ,4,1b 14t4 o P.4- /NTPER C��TRA.vs STD. �s ®mac. ale, 11 Z_ O ZZ I— > to Q w SEE SHEET 3 34 11 30 co W ® 000 I, V IL STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 R/W CONST TYPE -B- BE CONST OR EXISTS AS NOTED) co �r 00 M ,r°, STREET LIGHT - 9500 LUMEN PER CUB CURB & GUTTER WITH 4.5 COMB. ST -14 + STD, J M T-1 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 U LO cW WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND C-) AS REVISED CAL TRANS STD S T -A88A 00 N + o ° m cq - f• CE 22' D W cn 0�0 p V r LO ") �- o v SEWER MAIN & CLEANOUT PER COB STD SW + + o m TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 2 5 � � 09 COB O 5 q 3 q m STD SW -4 2 2 2 N o� c- + U T W o "�' ro 20 24 SUMP To ti M ��06 o�^ BC GB FL 349.40 x s AT��9p� R�W �� Z� ^�^ o�z co 15 j fir'- F SHEET 5 c9 CD cl:: J Of w FL U U SEE SEWER PLANS FOR LIFT STATION 12 SEWER O C14 I DETAILS w J .70x S 01'38'12" W 1 21 0000 FL N ckf M �o N 16'27'13" E + w o , 22' DW 6 6 Z_ O ZZ I— > to Q w SEE SHEET 3 34 11 30 co W ® 000 I, V IL STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 R/W CONST TYPE -B- BE CONST OR EXISTS AS NOTED) co �r STD, STREET LIGHT - 9500 LUMEN PER CUB CURB & GUTTER WITH 4.5 COMB. ST -14 + STD, CITY S TREE T NAME SIGN PER COB STD T-1 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 cW WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND SIDEWALK -TYP. �P AS REVISED CAL TRANS STD S T -A88A 00 N + C DRIVEWAY PER CEB STD ST -4 AND T -12 C' f• CE 22' D W cn COB STD S W - 4 �- o v SEWER MAIN & CLEANOUT PER COB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 2 5 co to U? COB O 5 TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 N PRC FL 349.50 0 j J o "�' ro 20 M L_ BC GB FL 349.40 m m M SEE SHEET 5 CD cl:: Cif m Of w U U Q m w J o O co co U ON v M �o O + w o Vm �' 12 �EP � N s 50.56 SEE SHEET 3 z o ZD = Z W � 12 }'Z0.p0 \�-- INSTALL W1 -6 (R) WITH 1JMI -3 MARKER NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. SJIA R TY JOYES IrA Y SCALE: HORI Z 1 " _ 50 ' UYIT VER T. 1 to = 2' 10 11 12 13 - EX. GROUND @ CL — — 352 - 351 7 350 rn 13.000 ON uR� M i W ° W U 349 . W I 17 'o U w ai c _ - - - I U 348 m _ J LA_ ci Q i R EX. GROUND R CL _ - 352 _ —��_ -- -- 351 - � - — 350 - -- W N- - m 349 M - - 348 - -- - - - . U + - -_ - - - - m - _— - - - - -- - - - -- - 0 - c> - - - — -- - 0 N C`- 1 4ROFESSION E. ti •f w No. 35473 x 9/30/07 T clv1 O L1 CAL L EGEND ROBERT E. SMITH RCE 35473 "RECORD DRAW11%." CORRECTIONS BY: DATE_ 0 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER CUB STD ST -14 + STD, CITY S TREE T NAME SIGN PER COB STD T-1 + STD, STREET NAME SIGN (METRO) PER COB STD T -1 STD, WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND I� AS REVISED CAL TRANS STD S T -A88A + C DRIVEWAY PER CEB STD ST -4 AND T -12 f• TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD S W - 4 �- TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 DATE 352 —351 - 350 349 348 - nL lie A -- - I - c e o -- D TRAC 631 -UN1 _ STREET - -P -- - - -� - N �PROFlt -E S SHEET 4 OF 22 S EFT , 352 351 350 349 348 m FL0KINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 0) 22'25'35" 35.00' 13.70' 6.94' Q2 134'51'11" 84.00' 197.70' 202.06' �3 22'25'35' 35.00' 13.70' 6.94' ® 90'00'00' 35.00' 1 54.98' 35.00' �5 90'00'00' 20.00' 31.42' 20.00' © 90'00'00' 20.00' 31.42' 20.00' �7 90'00'00' 20.00' 31.42' 20.00' ® 90'00'00' 20.00' 31.42' 20.00' SCALE: H OR I Z. 1 of = 50' VE R T. 1 " = 2' W cr- Z OO s 6 M Z M SEE SHEET 4 �' W a za_ w m 000 0 201 20 10 N w ° BC FL 350.87 ° W Lo 3 � o PRC FL 350.81 2 4 M° + m M o N � L Ci�� c� N 67'17'24" W � `n 22' DW m o q q a q o 0 L W 25 �_ 26 27 �_ 28 29 1 1 30 31 22' DW =" Tr N 87'49'58° E co �0 � I N c+ O O (L �� o R/W I I 2 02 N ® o 5 12' SEWERCONST. TYPE 'B' CURB & GUTTER ON L 12 ONST. TYPE "B" CURB & GUTTER 12' SEWER 2 L WITH 4.5 COMB. SIDEWALK -T1P. n WITH 4.5 COMB.�DEWALK -T1P. r pp� �" �XO S 89'27'16" E 11 p �x 13 S 89'27'16" E 14 opt FL-, R qs� 732 FL w R/W oo q q R/W 3 0 3 q � W N q �M i9 -.15 39 38 37 I135'1�5'I N cn cnu 0 13 5' S c ° ° TYP. TlP SUMP � �� O A N�1o2o 01000 0, O O N co O �' ° �; cu cu SEE SEWER PLANS -* c � M SEE SHEET 6 ° FOR SUMP DETAILS. ° rl' � J ° O J O V- L� >— u- u- li m (L O U + m C7 mV' U + '1' W O sr O W Cl m ° o ° g o o + N F � E NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. SPECTA CUIAR BID DRI,V-,FL-.j UNIT 7 11 12 13 u_C °` '0667% - r - - -- - — _T 197 70'- , - .._. �— ON CURVE �13.70°� ai M W J L� ce -� CL C7 - - Lo- - -- 0 W m -- O 15884' m —cow- C6 W Ut3_ O u-i N 9 r CS4 o _ ^�W .1TTL 14 15 16 +o.573-X- -- 352.16' a^S C�VE h m U 0 4gpi♦ ESS jo,V, co w No. 35473 � 9/30/07 F I V I O C AL , ROBERT RCE �s gu /y>"T�• / 33/ "RECORD DRAW ma, CORRECTIONS @Y: / o N�� DATE LEGEND tI') ETD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 <TO BE CONET OR EXISTS AS TED STD, M M PER COB STD ST -14 + STD, CITY STREET NAME SIGN IN R COB STD T -1 STD, WHEEL CHAIR RAMP PER B, STD, ST -19 AND cn AS REVISED CAL TRANS STD 4884 m `` o AND T -12 -�- T YP, m PE 'A' PER q STD SW -4 �— TYP, A ; SEE SHEET 7 SW -6 T T YP, TYPE '4' CATCH BASIN PE COB STD D W � N STORM DRAIN & MANHOLE T PE '4' PER COB STD SW-4 10 30 STORM DRAIN & MANHOLE T PE 'A' PER COB STD SW -4 32 3 J ° U-) Q u-, w A d 00 Ou �_. R/W-) ° 0 O z 7 p C14 FL 1 " }'" CD 15 O ` INSTALL WI-7 N ® �' r WITH OM1 -3 MARKER E" q q 36 35 34 0 0 0 0 w 10 30 CD cu M M SEE SHEET 7 m Of C7 W m o "' CD z o SPECTA CUIAR BID DRI,V-,FL-.j UNIT 7 11 12 13 u_C °` '0667% - r - - -- - — _T 197 70'- , - .._. �— ON CURVE �13.70°� ai M W J L� ce -� CL C7 - - Lo- - -- 0 W m -- O 15884' m —cow- C6 W Ut3_ O u-i N 9 r CS4 o _ ^�W .1TTL 14 15 16 +o.573-X- -- 352.16' a^S C�VE h m U 0 4gpi♦ ESS jo,V, co w No. 35473 � 9/30/07 F I V I O C AL , ROBERT RCE �s gu /y>"T�• / 33/ "RECORD DRAW ma, CORRECTIONS @Y: / o N�� DATE LEGEND 1. S x� p- oh?! SH 5 1 OF 22 . _ . - -� 350 349 348 3471 350 349 348 347 i 1.1 1p331 ',41 LEGEND ETD, CITY MONUMENT ENCASEMENT PER CO STD ST -13 <TO BE CONET OR EXISTS AS TED STD, STREET LIGHT - 9500 L PER COB STD ST -14 + STD, CITY STREET NAME SIGN IN R COB STD T -1 STD, WHEEL CHAIR RAMP PER B, STD, ST -19 AND AS REVISED CAL TRANS STD 4884 + C DRIVEWAY PER CUB STD ST-1 AND T -12 -�- T YP, SEWER MAIN & MANHOLE T PE 'A' PER COB STD SW -4 �— TYP, SEWER MAIN & CLEANOUT RER COB STD SW -6 T T YP, TYPE '4' CATCH BASIN PE COB STD D -14 � T YP, STORM DRAIN & MANHOLE T PE '4' PER COB STD SW-4 sD. TYP, STORM DRAIN & MANHOLE T PE 'A' PER COB STD SW -4 1. S x� p- oh?! SH 5 1 OF 22 . _ . - -� 350 349 348 3471 350 349 348 347 i 1.1 1p331 ',41 FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00° 20.00' 31.42' 20.00' 02 90'00'00° 20.00' 31_ A2' 20.00' �3 90'00'00' 20.00' 31.42' 20.00' ® 1 90'00'00° 20.00' 31.42' 20.00' 352 8 351 350 - 349 - 3481--- 347 � - - -__ 352' 351 350_x_ 349 -- 348- 347 0 SCALE: H ORI Z. 1 " = 50' VE R T. 1 " = 2' 88 CL 22' DW ri tn 22' DW'" 84 M 19 N � i I RAW Go .• o N w Q w Q 1-21 a M °O Q m � � d- M ¢ ui W 4- e ¢^ • � ro W 1 M fi 1 w �Qo J CD w C. Q C.D p Z_ M SEE SHEET 8 m p o N Z 0 '- 0 0 2"5�­ CD W °o M T 0, � � ^ + m O C512 � SEWER MAIN & CLEMNUT PER COB m W -6 T m W o�oOJ i8 + � � STORM DRAIN & MANHOLE TYPE 'A' L.j B STD SW -4 S.D. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER C �n 3Mo Q CD m O J v C-i 19 N � i I RAW Go .• o N CONS T. TYPE 'B' CURB & GUTTER W TH 4.5 COMB. SIDEWALK -TYP. i R/W 40 1 39 IT SD. I A IFTIPMED UNIT 1 10 11 121 1 co 0 w Q w Q 1-21 a M °O N d• U� CTO ¢ ui CD M LJL r ^M E J W o M SEE SHEET 5 ro W 1 w, 1 20 20 1 CD � C� -.40 Z "' SEE SHEET 8 C,6 M cd M ° �^ O IN 000 N '- C DRIVEWAY PER COB STD ST -4 AND T (a m ct CD W °o M PER C M °O + m O C512 � SEWER MAIN & CLEMNUT PER COB m W -6 T m W TYPE 'A' CATCH BASIN PER COB STD D -1 + � � STORM DRAIN & MANHOLE TYPE 'A' o B STD SW -4 S.D. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER C J Q CONS T. TYPE 'B' CURB & GUTTER W TH 4.5 COMB. SIDEWALK -TYP. i R/W 40 1 39 IT SD. I A IFTIPMED UNIT 1 10 11 121 1 co 0 w Q � Q 1-21 U M � M d- U� CTO CO CD M LJL r ^M E J W c" m od CD SEE SHEET 5 ro W 1 201 ' 0111 TD ST -14 + SEE SHEET 5 CD 5 Q M W 5w AND O IN 000 N '- C DRIVEWAY PER COB STD ST -4 AND T (a m 3 TYP, SEWER MAIN & MANHOLE TYPE 'A' 1s'. 13, �- -0 507,E RvE � to co 30 ,42 v N — - M -� - -- MCURVE cd- -{ __ 4. M m ro m - - -- - - 41 U W p N m m 0 ; -- - � + J + - � =0.507 35�x -- +0. -� - -- 31042 -- �L Lp N % I J - CURVE —moo C`- -- M M m --It— _j --. 1Vil W . _ °_ o I - a 06 r- ! - + - N i 26 88 22' Du CIS 22' DW 28 4gOFESSIONq E.Sjl�, CID w No. 35473 9/30/07 �' �C 7� 8 C I V I L o4�~ OF C ALIT � C ROBERT E. SMITH RCE 115473 DATE v 6u�CT T.Q. "RECORD DRAWING" CORRECTIONS 9Y:� DATE- z y/ -og w Q L E6END • � w ^� � co C> (0 C14 CTO CO GO M 1 20� 0 JI TD ST -14 + SEE SHEET 5 CD STD 1-11 Q M W V AND Ce 000 '- C DRIVEWAY PER COB STD ST -4 AND T (a m 13, �- -0 507,E RvE � to co 30 ,42 v N — - M -� - -- MCURVE cd- -{ __ 4. M m ro m - - -- - - 41 U W p N m m 0 ; -- - � + J + - � =0.507 35�x -- +0. -� - -- 31042 -- �L Lp N % I J - CURVE —moo C`- -- M M m --It— _j --. 1Vil W . _ °_ o I - a 06 r- ! - + - N i 26 88 22' Du CIS 22' DW 28 4gOFESSIONq E.Sjl�, CID w No. 35473 9/30/07 �' �C 7� 8 C I V I L o4�~ OF C ALIT � C ROBERT E. SMITH RCE 115473 DATE v 6u�CT T.Q. "RECORD DRAWING" CORRECTIONS 9Y:� DATE- z y/ -og ---Smith SHEET 6 352 351 350 349 , 348 -I 347 352 351 350 349 -- � 348 347 22 SHUETS � .r L E6END • STD, CITY MONUMENT ENCASEMENT PER COBS D ST -13 CTO BE CONST, OR EXISTS AS NOTE STD, STREET LI6HT - 9500 LUMEN PER COB TD ST -14 + STD, CITY STREET NAME SIGN PER COB STD 1-11 STD, WHEEL CHAIR RAMP PER CJB, STD, ST -1 AND AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T -12 �- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER C B STD SW -4 TYP, SEWER MAIN & CLEMNUT PER COB STD W -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -1 � TYP, STORM DRAIN & MANHOLE TYPE 'A' PER B STD SW -4 S.D. TYP, STORM DRAIN & MANHOLE TYPE 'A' PER C B STD SW -4 ---Smith SHEET 6 352 351 350 349 , 348 -I 347 352 351 350 349 -- � 348 347 22 SHUETS � .r 353. 352 351._- 350 349 - 348 - NOTES: O EX. POLES TO BE RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS 4 STD. SPEC. 8010- 21C -19 SCALE.- HORIZ. 1" 50 = ' VERT. 1" = 2' Q m FLOWLINE CURVE DATA U CURVE J DELTA elf V TANGENT RADIUS LENGTH W 20 20 10 90100'00" o 20.00' 20.00' 31.42' 2 o 90'00'00' CO N O2 20.00' 20.00' 31.42' 3 Ln 90'00'00' 20.00' 20.00' 31.42' ® 90'04'55" 30.04' 30.00' 47.17' NOTES: O EX. POLES TO BE RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS 4 STD. SPEC. 8010- 21C -19 SCALE.- HORIZ. 1" 50 = ' VERT. 1" = 2' Q m ' U J QCD elf V �. -- U SEE SHEET 8 W 20 20 10 m o CO w m o CO N O2 liiNlco Ln n 1fjkQD - (INSTALL W1 -6 (L) WITH OMl -3 MARKER f[I; 45 N 00'32'44" E 11 — i 31.42 o m U m C-D m elf V �. -- U 34 -- 12 o — —I — TRACT BOUNDARY LO m OJ cr: re) N L0 J st LO J J m � 12 m M o F— cl � � U ai CD U 'J� 2 m C� m m J W ¢ Q N m �` 3 rn O Q o SEE SHEET 5 m° W 1 20 O0 1 6 + C5 3 1( m M w co r Q .I ' - (INSTALL W1 -7 WITH OMl -3 MARKER SEE SHEET TWO FOR OFFSITE SLOPE INFO NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. TOYSO A VENUE UNIT 1 '1 12 13 14 a WL to of r-� U- C.D U co CD N o6 M + CV + Q - Cn-- - -- _ - o +0.573X 53 ir--: ON 1CUR� ci M LJi 1—ZW � Y Z) W O 2 Q SEE SHEET 3 55 I ' 151 15 I � I I C � m I AA z I r� 15 TRACT BOUNDARY R1 -1 I cti J 1 INSTALL W1 -6 (R) 1 W WITH OM1 -3 MARKER A I I w I I 1 I 1 I HATCHED AREA TO BE PART OF PHASE 1 CONSTRUCTION SEE SHEET 3 Y Z wok =Q - - -- +0.551% }� 528' - ON CURVE � J J U- m m cD U w C.> U w m N CA C> + 15 4gOFESSION E. w No. 35473 9/30/07 CIVIL OF CA0'�� o' - v /O ROBERT E. SMITH RCE 35473 DATE 'RECORD DRAWING" CORRECTIONS BY° DATE L EGENT STD, CITY MONUMENT ENCASEMENT PER COB STD S -13 (TS BE CONST, OR EXISTS AS NOTE- ° STD, STREET LI5HT - 9500 LUMEN PER COB STD T -14 + STD, CITY STREET NAME SIGN PER COB STD T -1 STD, WHEEL CHAIR RAMP PER C,OB, STD, ST -19 4AD AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T -12 -♦ TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CO STD SW -4 '- TYP, SEWER MAIN & CLE4NOUT PER COB STD SW -6 -'- TRAFFIC CENTRLL SIGN - AS ZTEB TYP, TYPE 'A' CATCH BASIN PER COB STD B -14 -0- TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB TB SW -4 SD TYP STORM BRAIN & MANHOLE TYPE 'A' PER COB S D SV -4 1 . I Ab,— - 331 - EMIT -1 PLAN € -- - - PONSO_ —�fi�EN _ • - - - -SHEET E - -- ,7 OF 22 SHEETS 353 352 351 350 349 3481 o m m� o +0.573X 53 ir--: ON 1CUR� ci M LJi 1—ZW � Y Z) W O 2 Q SEE SHEET 3 55 I ' 151 15 I � I I C � m I AA z I r� 15 TRACT BOUNDARY R1 -1 I cti J 1 INSTALL W1 -6 (R) 1 W WITH OM1 -3 MARKER A I I w I I 1 I 1 I HATCHED AREA TO BE PART OF PHASE 1 CONSTRUCTION SEE SHEET 3 Y Z wok =Q - - -- +0.551% }� 528' - ON CURVE � J J U- m m cD U w C.> U w m N CA C> + 15 4gOFESSION E. w No. 35473 9/30/07 CIVIL OF CA0'�� o' - v /O ROBERT E. SMITH RCE 35473 DATE 'RECORD DRAWING" CORRECTIONS BY° DATE L EGENT STD, CITY MONUMENT ENCASEMENT PER COB STD S -13 (TS BE CONST, OR EXISTS AS NOTE- ° STD, STREET LI5HT - 9500 LUMEN PER COB STD T -14 + STD, CITY STREET NAME SIGN PER COB STD T -1 STD, WHEEL CHAIR RAMP PER C,OB, STD, ST -19 4AD AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T -12 -♦ TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CO STD SW -4 '- TYP, SEWER MAIN & CLE4NOUT PER COB STD SW -6 -'- TRAFFIC CENTRLL SIGN - AS ZTEB TYP, TYPE 'A' CATCH BASIN PER COB STD B -14 -0- TYP, STORM DRAIN & MANHOLE TYPE '4' PER COB TB SW -4 SD TYP STORM BRAIN & MANHOLE TYPE 'A' PER COB S D SV -4 1 . I Ab,— - 331 - EMIT -1 PLAN € -- - - PONSO_ —�fi�EN _ • - - - -SHEET E - -- ,7 OF 22 SHEETS 353 352 351 350 349 3481 1 . I Ab,— - 331 - EMIT -1 PLAN € -- - - PONSO_ —�fi�EN _ • - - - -SHEET E - -- ,7 OF 22 SHEETS 353 352 351 350 349 3481 NOTES: 0 CONST. DRIVEWAY APROACH PER CITY STD. ST -3 Q INSTALL 2 - 7' GATES PER CITY STD. D- 13 �j CONST. DRAINAGE PER C.O.B. BASIN STD. S -9 FLOWLINE CURIE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 2225'35' 35.00' 13.70' 6.94' Q 112'25'35' 84.00' 164.83' 125.54' �3 2225'35' 84.00' 32.88' 16.65 ® 2225'35' 35.00' 13.70' 6.94' (3 ) 90'00'00' 20.00' 31.42' 20.00' © 90'00'00' 20.00' 31.42' 20.00' (7 90100'00' 20.00' 31.42' 20.00' 8 90100'00' 20.00' 31.42' 20.00' 9 90'00'00' 1 20.00' 31.42' 20.00' 10 90100'00' 1 35.00' 54.98' 35.00' SCALE: 350 349 i 348 j 347 I� HORIZ. 1 " = 50' VE R T. 1 to = 2' 18 � 22' DW N 87'56'58" W PRC FL 348.51 FL 348 EC GB . 12 48 S � J 13 14 15 73206 N FL N 0 p C'4 L WITH UMI -3 MARKER g' 10 jlC=> w 8 3 3 3 3 3 5 q R/W q A R/W E-+ , N N U ¢ o 0 88 �����y 85 CD C 86 CD 46 � 8 2 8 4 0 ic E,, 10 C�l co °o + `� o + m 20 1 M P M SEE SHEET 11 O z CD C� � m m r 1 20 20 1 CD " Z Cn W U U J U W SEE SHEET 9 ,� m m ``' � m C? � C + CD L175 �- W �, o + co U � o + LO LL U O w °° + 0 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" Q LOCAL STREET SECTION ON SHEET 2. W J A f VQ [IT[? A n P if7b nLl v1iLLra Ltet rte UNIT 7 LLJ -_ +0 354% _ L E-CEND STD, w m ON CURVE; -Q573X +0.573% �oNCIJR,E 13.70' F32-88' 0'C' �� --n .4 CURVE ST -14 - STD, CITY STREET NAME SIGN PER COB STD T- --1 _. -- --.. --- - W.. -- - -- L °° W4- AND �� AS REVISED CAL TRANS STD ST-A884 LL- pp co CJ Cf)� - - -- +0.57 - 2. rn ON CURVE,; TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CO STD SW -4 m TYP, SEWER MAIN & CLEANOUT PER COB STD SUMP -6 M J �` CD to T > TYPE 'A' CATCH BASIN PER COB STD D 0^0 O co m STORM DRAIN & MANHOLE TYPE 'A' PER CLE STD SW -4 S'D' TYP, STORM DRAIN & MANHOLE TYPE 'A' PER rl N W m - _._ LL- m I m Q o m Ld L6 O 12 z 15 ^ nW m 1- Q O� CD LO -i O CD � 00 06 C5 m� SEE SEWER '`'- L0 o ono °O m ck: J pe) CC w q Q � M O PLANS FOR o� 3 0 ° O '1 LL. m v U m (n Z SUMP DETAIL q -_j 6 c° CID o° CD m O �o n ^ N + U SEE SHEET 6 N co " 3 ,15' 3 q W Q q L W SEE SHEET 7 �, ° ti ' �I C 1 20 0 1 ti cR'v 5' N CU 1 2010 > �o� 1 i 180 50 40 41 42 48 44 4 5 O ono 16+ 00 N II w - 2 z r R/W CL ?3 ` coo O I O cr� C U U 6' BLOCK WALL I- I R/W � o O AROUND SUMP o � (SEE WALL PLANS) 14 1 3 ®11 FL �- O 5 © o 73204 CONST. TYPE "B" L S6. S 89'2716" E 1 18' SD CV 1 +06.00 WITH 4.5 COMB. CURB & GUTTER SIDEWALK -11P. S 89'2716" E �'GQj N � . iv `S" F - ' x 8' SEWER L CONST TYPE 'B" CU B & GUTTER IMTH 45 COMB SIDEWALK -TYP O � 12 I 6' eruct) O S 89'27'16" E O `� n � INSTALL Wl -6 <U 18 � 22' DW N 87'56'58" W PRC FL 348.51 FL 348 EC GB . 12 48 S � J 13 14 15 73206 N FL N 0 p C'4 L WITH UMI -3 MARKER g' 10 jlC=> w 8 3 3 3 3 3 5 q R/W q A R/W E-+ , N N U ¢ o 0 88 �����y 85 CD C 86 CD 46 � 8 2 8 4 0 ic E,, 10 C�l co °o + `� o + m 20 1 M P M SEE SHEET 11 O z CD C� � m m r 1 20 20 1 CD " Z Cn W U U J U W SEE SHEET 9 ,� m m ``' � m C? � C + CD L175 �- W �, o + co U � o + LO LL U O w °° + 0 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" Q LOCAL STREET SECTION ON SHEET 2. W J A f VQ [IT[? A n P if7b nLl v1iLLra Ltet rte UNIT 7 LLJ +0.327% 54.98' Lq LL- C) -- - W � _ O O 4gOFESSION E. w No. 35473 9/30/07 it oCIVILo4��� F CAL il ROBERT E. SMITH RCE 35473 A s_�ul�� %/�. "RECORD DRAWING CORRECTIONS BY:'� DATE l / -D 8 3a&-' DATE -_ +0 354% _ L E-CEND STD, w m ON CURVE; -Q573X +0.573% �oNCIJR,E 13.70' F32-88' 0'C' �� --n .4 CURVE ST -14 - STD, CITY STREET NAME SIGN PER COB STD T- --1 _. -- --.. --- - W.. -- - -- -- Mme.- --- -'- AND �� AS REVISED CAL TRANS STD ST-A884 LL- pp CJ Cf)� - - -- +0.57 - 2. rn ON CURVE,; TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CO STD SW -4 m TYP, SEWER MAIN & CLEANOUT PER COB STD S -6 TRAFFIC CONTROL SIGN - AS NOTED CD _.� _.. I L` T TYP, TYPE 'A' CATCH BASIN PER COB STD D 0^0 O co m STORM DRAIN & MANHOLE TYPE 'A' PER CLE STD SW -4 S'D' TYP, STORM DRAIN & MANHOLE TYPE 'A' PER + -- m +0.327% 54.98' Lq LL- C) -- - W � _ O O 4gOFESSION E. w No. 35473 9/30/07 it oCIVILo4��� F CAL il ROBERT E. SMITH RCE 35473 A s_�ul�� %/�. "RECORD DRAWING CORRECTIONS BY:'� DATE l / -D 8 3a&-' DATE m C7 - U m- -'-- L E-CEND STD, CITY MONUMENT ENCASEMENT PER COB STD, ST -13 (TV BE CONST, OR EXISTS AS NOTED) ¢ Cn STD, STREET LIGHT - 9500 LUMEN PER COB STT ST -14 - STD, CITY STREET NAME SIGN PER COB STD T- STD, WHEEL CHAIR RAMP PER C,OB, STD, ST -19 AND �� AS REVISED CAL TRANS STD ST-A884 C DRIVEWAY PER COB STD ST -4 AND T -12 Cf)� - - -- +0.57 - 2. rn ON CURVE,; TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CO STD SW -4 TYP, SEWER MAIN & CLEANOUT PER COB STD S -6 TRAFFIC CONTROL SIGN - AS NOTED CD _.� _.. I L` T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 --�- � TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CLE STD SW -4 S'D' TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 m C7 - U m- -'-- • I - - -- -I- C 0- A TRACT Na; - -UN -1 STREET PLAN -OF ALYSHE RIVE---- I SHEET OF 22 S EETS 350 --1347 350 349 348 347 i ¢ Cn - - - -�j�3� N4 ON CURVE° Cf)� - - -- +0.57 - 2. rn ON CURVE,; - CD _.� _.. I L` --- M -- --�- m o wr m m - _._ I m o m Ld L6 • I - - -- -I- C 0- A TRACT Na; - -UN -1 STREET PLAN -OF ALYSHE RIVE---- I SHEET OF 22 S EETS 350 --1347 350 349 348 347 i NOTES: Q1 CONST. DRIVEWAY APROACH PER CITY STD. ST -3 © INSTALL 2 - 7' GATES PER CITY STD. D- 13 81ST. DRAINAGE PER C.O.B. BASIN STD. S -9 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1f) 22'25'35' 35.00' 13.70' 6.94' 0 22'25'35' 84.00' 32.88' 16.65' 1) 112'25'35° 84.00' 164.83' 125.54' ® 22'25'35" 35.00' 13.70' 1 6.94' �5 90'00'00, 35.00' 54.98' 35.00' © 90'00'00' 20.00' 31.42' 20.00' 7 90'00'00, 20.00' 31.42' 20.00' ® 90'00'00' 20.00' 31.42' 20.00' 9 90'00'00' 20.00' 31.42' 20.00' 10 2225'35' 35.00' 13.70' 6.94' 1 t 112'25'35" 84.00' 164.83' 125.54' 1a 2225'35' 84.00' 32.88' 16.65' 0 22'25'35' 35.00' 13.70' 6.94' 14 90'00'00' 35.00' 54.98' 35.00' SCALE: 1 " = 50' VE R T. 1 It = 2' L - i Ci ,o s 3 S 09'57'21' W PLO' DW GB FL 348.80 2v' DW N 149'30" W PRC FL 348.72 2 BC FL 348.69 SEE SHEET 12 ca o m LEGEND 00 "u p p 0 M L7D 0 Q (TV BE CONST, OR EXISTS AS NOTED) 14 0 STREET LIGHT - 9500 LUMEN PER CBB Q ST -14 Cn STD, CITY STREET NAME SIGN PER COB STD T -1 000 l� m M 000 tL7 � ^ NMpJ CD Q ?� N � U � �� 3MO co a GO 3t�o N ♦m O M J J W 04 +m o rC)LJ.�i LL. oo co �- .2C.)aJi O 3 3 06 q q Q q 00 --d- _ COB STD SW -4 SD- ,o s 3 S 09'57'21' W PLO' DW GB FL 348.80 2v' DW N 149'30" W PRC FL 348.72 2 BC FL 348.69 SEE SHEET 12 ca o m LEGEND m w "u p p 0 LO L7D 0 Q (TV BE CONST, OR EXISTS AS NOTED) 14 0 STREET LIGHT - 9500 LUMEN PER CBB Q ST -14 Cn STD, CITY STREET NAME SIGN PER COB STD T -1 10 11 i i {�- -- - -- - 0.207% - -- -�g 32.8 o r__ 18 -4.83 - O.0 ^ �� CURVE I ON CURVE 13-70 L1- -- ti m �- LL- CL U - -- - - EX. GROUND @ CL - - - -- - 0.327% 54.98' - -- C{JR -- t - W - Q �� LEGEND Q R r\ W STD, CITY MONUMENT ENCASEMENT PER COB L7D r woo PER CITY STD. D-13 (TV BE CONST, OR EXISTS AS NOTED) 14 � 2�" DW 16 STREET LIGHT - 9500 LUMEN PER CBB STD ST -14 Cn STD, CITY STREET NAME SIGN PER COB STD T -1 000 STD, WHEEL CHAIR RAMP PER CAB, STD, ST M 000 tL7 � ^ NMpJ •-- Q ?� N � � O� NMNJ � �� 3MO co N GO 3t�o N ♦m O M J J J C2 04 +m o rC)LJ.�i LL. oo co �- .2C.)aJi U C d W 06 q q cd o M SEE SHEET 10 o TYP. STORM DRAIN & MANHOLE TYPE "A " PER COB STD SW -4 SD- TYP cr- Of m W C7 N 00 ♦ J Z3 Q Lu U U M cr- C) W O N cd f T 00 Lo u- u- U m a °p � Lo C.0 �T q NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. 6' BLOCK WALL AROUND SUMP (SEE WALL PLANS) 3 q _MSTCQ�ST. DRAl PAGE O.B. 99ASIN STD. D -11 SUMP 15 rFR �� LEGEND INSTALL 2 - 7' GATES P. STD, CITY MONUMENT ENCASEMENT PER COB L7D ST -13 PER CITY STD. D-13 (TV BE CONST, OR EXISTS AS NOTED) 14 � 2�" DW 16 STREET LIGHT - 9500 LUMEN PER CBB STD ST -14 STD, CITY STREET NAME SIGN PER COB STD T -1 N 14 °28'15" W STD, WHEEL CHAIR RAMP PER CAB, STD, ST 19 AND Ji AS REVISED CAL TRANS STD ST -4884 cr; GB FL 348.86 C DRIVEWAY PER COB STD ST-4 AND T -12 N TYP, 10 COB "28'57° ^ TYP, SEWER MAIN & CLEANOVT PER COB STL S61-6 oo co �- TRAFFIC CONTROL SIGN - AS NOTED S 10 W C 22' DW 00 06 TYPE "A" CATCH BASIN PER COB STD D- 4 -(> TYP. STORM DRAIN & MANHOLE TYPE "A " PER COB STD SW -4 SD- TYP 5 5 1� 17 PRC FL 348.79 m m 2Q Q 1 EC GB FL 348.76 m W SEE SHEET 8 O 0 F LO Q Q m J Q P-1,FA SAYTIj Y PERFECT AVENUE UNIT > 12 13 14 15 EX. GROUND @ CL - - - C%4 - -- - -- - r +0.212% -- - +ust - -- - 3 - - 13 fr C M J r7 W ,^ J -- m m m � C S W c' '^ W a U'-- �- U- -- - U - W M NLO m C U W +p p p U m O K) N -- - co 6 W - - I N M 00 M 00 -� # - LL. 04 rn i EA S T FLO K 0.5737. __ 73% 54.98' - X1.42 --ON CUB Z7T,42 r - - -- - ��' ^ ^ N 3 VE pe) C RVE- --t J M 1 p'7 - - i l� J I Mi CD C 0 M .- + Go - - N - -- - -N -_ Lu -tom � J CURVE SEE SEWER PLANS FOR SUMP DETAIL 16 17 18 D.215% - Qg,OFESSION E. 9 w No. 35473 9/30/07 CIVIL �~� OF CALZj� , ° 23 -0,:� Wj� L4� ROBERT E. SMITH RCE 3547 DATE , jS- ,e404)774 433/ "RECORD DRAWING" CORRECTIONS BY: DATE- -- .7- 0- - 349 - 348 347 346 LT L 7V A In 7 - - STRE PLE - - -- - - - -- - - - = PLEAS�Y PER VE UE - - - - - - -t - - - -- SHEET 19 OF 22 SkETS LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB L7D ST -13 (TV BE CONST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER CBB STD ST -14 STD, CITY STREET NAME SIGN PER COB STD T -1 la STD, WHEEL CHAIR RAMP PER CAB, STD, ST 19 AND Ji AS REVISED CAL TRANS STD ST -4884 + C DRIVEWAY PER COB STD ST-4 AND T -12 -♦- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 TYP, SEWER MAIN & CLEANOVT PER COB STL S61-6 �- TRAFFIC CONTROL SIGN - AS NOTED T TYP. TYPE "A" CATCH BASIN PER COB STD D- 4 -(> TYP. STORM DRAIN & MANHOLE TYPE "A " PER COB STD SW -4 SD- TYP STORM DRAIN & MANHOLE TYPE "A " PER ICOB STD SW -4 349 - 348 347 346 LT L 7V A In 7 - - STRE PLE - - -- - - - -- - - - = PLEAS�Y PER VE UE - - - - - - -t - - - -- SHEET 19 OF 22 SkETS FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00° 20.00' 31.42' 20.00' J 90'00'00' 20.00' 31.42' 20.00' �3 90'00'00' 20.00' 31.42' 20.00' ® 90'00'00° 1 20.00' 31.42' 20.00' �5 90'00'00' 20.00' 31.42' 20.00' © 90'00'00° 20.00' 31.42' 20.00' CONSTRUCT CL III BARRICADE WITH W- 31CCAVEIM4 -3 SCALE: H ORI Z. 1" = 50' VE R T. 1 to = 2' 351 350 349 348 347- 346 351 350 349 348.. 347' 3461 M CR co M r z m O °o 0 M r ks� Y mw co r- 3 3 A q cb M cD cD SEE SHEET 9 M , 00 M WW J IJ J U F— rn C� M W U STD, N ca M M M W Q::z W m U.1 q Lo o it! SEE SHEET 9 w , op r _1 n )n_ I)n -I nm ± 3 3 A q cb M cD cD SEE SHEET 9 M , 00 M WW W (TO 4J.- U U STD. � U o� + STD, z F— ca oc M LL.I ¢ 1 . Z m U.1 q Lo W, it! 48 M r O CL a- Q o' 00 B STD SW -4 + r TYP, SEWER MAIN & CLEANOUT PER COB STD ± N w I-- cD -q- Z M O O8 n M rM q J M +, m O ro UC2 ui 3 3 q q 3 3 q q cu NL Q3 j c� C O_ N Cj �r co co Z M oj of o ° o� Lo U Lo IM d J ro 3 M O 0 +m o r U N CN NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. u- u- SEE SHEET 11 cD cD W m w J cn 00 M WW W (TO 4J.- J m STD. � 'd d. ME W + STD, M M oc STD, M J u- m C:� q r W, SEE SHEET 11 48 C DRIVEWAY PER COB STD ST -4 AND T -12 r 20 o' ,' B STD SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD W -6 T T YP. TYPE "A' CATCH BASIN PER COB STD D -1 co 74 T YP, STORM DRAIN & MANHOLE TYPE 'A" PER W r5 sD M 22' Du C B STD SW -4 . o 49 u- u- SEE SHEET 11 cD cD W m w J cn M WW cD (TO BE CONST, OR EXISTS AS NOTED 50 22' Dld 51 �g,OFESSIp�, E. I cp w No. 35473 `may 9/30/07 T sa p I V I L 9TH pF C A0, ROBERT E. SMITH RCE 35473 "RECORD DRAWING" CORRECTIONS SY:_�� DATE-_Z, i DATE 10 11 12 13 14 15 16 17 -4- r i 1 I - -- , - - - - -- - - - - -- EX. GROUND � CL Lo i - - - --- - - - - -- - - - - -- - - -- --- - - - - -- - - - - - - - - - - -- - - -- - -- H 31.4 — '� _3142 —0_573,Y.— i _ - - •r �N Oo - -- CUP, - - - - - - --- - - -- —t00 N I VE M CURVE_._ rn 31.42 ao —Q211X -- -- _ J M CURVE _ _ _ .. fin -_ ! i i - -� _ o:: U ; -- — — --- m i Cie - M m U CU - M W co i M to uj Do EX. GRO ND @ CL - - - -- - - -- ---- - - - - -- - - -- ---- - - - - -- - - -- - -- - - - - -- ---- -- - E-+ -0.200 - -0.573 - -- — - +0.573x Q-42'. -Q573 _ — N 3-.42 i CUB- °° - - _ 31.42' 1X -- - - -- - -- - - -- °O �RVE M CURS c� __j S W C7 -__- - - 1.6# U - -- - - i — - — -- -- -- - C-) - - -- W V -- -- - - - -- - - -- - ---- - -- -- - M + M M LoI -- — -- _ - -. r.. -- - - - -�- .. - r - t I N --G- -- co WSW - -- -- _ _STREET -PtA", - -- - SHEET 10 351 350 349 348 -- - - - 347 - 346 —�- 351 350 349 348 347 346 co Lu - z z A ri _]gW —UN t co y 22 S EETS \ t I „ -4 ?-1 1 4 -,,� LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB S7D ST -13 (TO BE CONST, OR EXISTS AS NOTED STD. STREET LIGHT - 9500 LUMEN PER COB ST ST -14 + STD, CITY S TREE T NAME 9I6N PER COB STD 1 STD, WHEEL CHAIR RAMP PER C17B, STD, ST -1 AND AS REVISED CAL TRANS STD ST -4884 C DRIVEWAY PER COB STD ST -4 AND T -12 TYP, SEWER MAIN & MANHOLE TYPE 'A" PER C B STD SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD W -6 T T YP. TYPE "A' CATCH BASIN PER COB STD D -1 -0- T YP, STORM DRAIN & MANHOLE TYPE 'A" PER B STD SW -4 sD T YP. STORM DRAIN & MANHOLE TYPE 'A" PER C B STD SW -4 10 11 12 13 14 15 16 17 -4- r i 1 I - -- , - - - - -- - - - - -- EX. GROUND � CL Lo i - - - --- - - - - -- - - - - -- - - -- --- - - - - -- - - - - - - - - - - -- - - -- - -- H 31.4 — '� _3142 —0_573,Y.— i _ - - •r �N Oo - -- CUP, - - - - - - --- - - -- —t00 N I VE M CURVE_._ rn 31.42 ao —Q211X -- -- _ J M CURVE _ _ _ .. fin -_ ! i i - -� _ o:: U ; -- — — --- m i Cie - M m U CU - M W co i M to uj Do EX. GRO ND @ CL - - - -- - - -- ---- - - - - -- - - -- ---- - - - - -- - - -- - -- - - - - -- ---- -- - E-+ -0.200 - -0.573 - -- — - +0.573x Q-42'. -Q573 _ — N 3-.42 i CUB- °° - - _ 31.42' 1X -- - - -- - -- - - -- °O �RVE M CURS c� __j S W C7 -__- - - 1.6# U - -- - - i — - — -- -- -- - C-) - - -- W V -- -- - - - -- - - -- - ---- - -- -- - M + M M LoI -- — -- _ - -. r.. -- - - - -�- .. - r - t I N --G- -- co WSW - -- -- _ _STREET -PtA", - -- - SHEET 10 351 350 349 348 -- - - - 347 - 346 —�- 351 350 349 348 347 346 co Lu - z z A ri _]gW —UN t co y 22 S EETS \ t I „ -4 ?-1 1 4 -,,� FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT w 90'00'00° 20.00' 31.42' 20.00' �2 90'00'000 20.00' 31.42' 20.00' 3 90'00'00' 20.00' 31.42' 20.00' ® 90'00'000 20.00' 31.42' 20.00' 90'00'00° 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' 22' DW — — H Ch Y 22' DW " ~ 53 SCALE: 1" = 50' VE R T. 1 of = 2' J ai 00 J M m m m V. CD m 00 00 pC "� C-) m r� J ' U O O Q L- O SEE SHEET 12 ° ° � SEE SHEET 10 � o 20 0 1 -, W 1 20 0 1 m 5 60 �i 5---� 5 16� W s v cn R/W U) I co R /W-) 11 m = O CONST TYPE "B° CURB & GUTTER O ;F�L 73208 <> O2 X% co CONST. TYPE °B° CURB & GUTTER O FL 0 WITH 4.5 COMB. SIDEWALK -TYP. 11 CV 12 N 0032 44° E �P 13 WITH 4.5 COMB. SIDEWALK -TYP. 14 CN N 00'3244 E 15 i — � I - � — N 3 q q 3 R/W 00 m � Ru C u cu 5 52 0 0 51 )1[ 20 20 1 Q 00 CD SEE SHEET 12 M o J u O Cm9 U Q� m w o -F O 10 350 349 348x- 347 �- - - 346 -- 4 1 350 -- i 349 - 348 347 346 - 0 _ - CURVE mo M -Q573% ON CURVE rn J 50 �'j Cu C-)Li C=�j CD U-) 0 O M O cr C1 J Q� L.L ^ W m �+ W c� U � m � J m Q SEE SHEET 8 W 11011 201 1 20 111 L W w 5 N _ 3 3 R/W 3 3 co 00 q q A q J� cn CU CL N 49 48 0 0 47 46 0 0 45 5 011 C6 0J � C, I1 20 20 1 � � � SEE SHEET 8 ~ Z Z�w m O ck-- V O ^ D! 0 NM "tcr m w Q 00 o m 00 3 M O W +m o C _ L Q NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2. 1 vp XAR EIBIE1 I�I 12 UNIT 1 13 14 CN -C4 - —0 73% r° 3142 - c.1 - R- - 00 ON CURVE P-) a LA- J L L m u- — —. -- _ m - ev - � U m N _ C6 o r, N 00 X ND -- U O 00 - (V 00 �E-11 —T -- - +±0.202%— Es ON -- - pr) - m cD U m C- FA ut q 22' DW 43 44 " a 22' DW M r- ~ 22' DW �gpFESSIONq E. w No. 35473 car. 9/30/07 ROBERT E. SMITH RCE 35473 CIVIL o DO D AW 3 j W / C R D .y CORRECTIONS B�':A�� DATE --A Z 3 -5 4/:1 DATE L ECEND STD, CITY MONUMENT ENCASEMENT PER COB STD ST 13 (TO BE CONST. OR EXISTS AS NOTED) STD, STREET LI5HT - 9500 L OMEN PER COB STD S 14 + STD, CITY STREET NAME SIGN PER COB STD T -1 l� STD, WHEEL CHAIR RAMP PER COB, STD, ST -19 ANZI J AS REVISED CAL TRANS STD ST -A884 + C DRIVEWAY PER COB STD ST -4 AND T -12 -� TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB S70 SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB S SW -4 SD, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB St SW -4 350 349 348 347 i 346 L-GhAtS-A N -C 0 -A-- --E-- 8 'REf� P - - RIVE SHEET 111 OF 22 SI EETS 350 349 348 347 346 co 0 w z z t� co N l 1"2,2 1 \ A 6 S SEWER o o w 06 N 10 350 349 348x- 347 �- - - 346 -- 4 1 350 -- i 349 - 348 347 346 - 0 _ - CURVE mo M -Q573% ON CURVE rn J 50 �'j Cu C-)Li C=�j CD U-) 0 O M O cr C1 J Q� L.L ^ W m �+ W c� U � m � J m Q SEE SHEET 8 W 11011 201 1 20 111 L W w 5 N _ 3 3 R/W 3 3 co 00 q q A q J� cn CU CL N 49 48 0 0 47 46 0 0 45 5 011 C6 0J � C, I1 20 20 1 � � � SEE SHEET 8 ~ Z Z�w m O ck-- V O ^ D! 0 NM "tcr m w Q 00 o m 00 3 M O W +m o C _ L Q NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2. 1 vp XAR EIBIE1 I�I 12 UNIT 1 13 14 CN -C4 - —0 73% r° 3142 - c.1 - R- - 00 ON CURVE P-) a LA- J L L m u- — —. -- _ m - ev - � U m N _ C6 o r, N 00 X ND -- U O 00 - (V 00 �E-11 —T -- - +±0.202%— Es ON -- - pr) - m cD U m C- FA ut q 22' DW 43 44 " a 22' DW M r- ~ 22' DW �gpFESSIONq E. w No. 35473 car. 9/30/07 ROBERT E. SMITH RCE 35473 CIVIL o DO D AW 3 j W / C R D .y CORRECTIONS B�':A�� DATE --A Z 3 -5 4/:1 DATE L ECEND STD, CITY MONUMENT ENCASEMENT PER COB STD ST 13 (TO BE CONST. OR EXISTS AS NOTED) STD, STREET LI5HT - 9500 L OMEN PER COB STD S 14 + STD, CITY STREET NAME SIGN PER COB STD T -1 l� STD, WHEEL CHAIR RAMP PER COB, STD, ST -19 ANZI J AS REVISED CAL TRANS STD ST -A884 + C DRIVEWAY PER COB STD ST -4 AND T -12 -� TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB S70 SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB S SW -4 SD, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB St SW -4 350 349 348 347 i 346 L-GhAtS-A N -C 0 -A-- --E-- 8 'REf� P - - RIVE SHEET 111 OF 22 SI EETS 350 349 348 347 346 co 0 w z z t� co N l 1"2,2 1 \ A NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2. 1 vp XAR EIBIE1 I�I 12 UNIT 1 13 14 CN -C4 - —0 73% r° 3142 - c.1 - R- - 00 ON CURVE P-) a LA- J L L m u- — —. -- _ m - ev - � U m N _ C6 o r, N 00 X ND -- U O 00 - (V 00 �E-11 —T -- - +±0.202%— Es ON -- - pr) - m cD U m C- FA ut q 22' DW 43 44 " a 22' DW M r- ~ 22' DW �gpFESSIONq E. w No. 35473 car. 9/30/07 ROBERT E. SMITH RCE 35473 CIVIL o DO D AW 3 j W / C R D .y CORRECTIONS B�':A�� DATE --A Z 3 -5 4/:1 DATE L ECEND STD, CITY MONUMENT ENCASEMENT PER COB STD ST 13 (TO BE CONST. OR EXISTS AS NOTED) STD, STREET LI5HT - 9500 L OMEN PER COB STD S 14 + STD, CITY STREET NAME SIGN PER COB STD T -1 l� STD, WHEEL CHAIR RAMP PER COB, STD, ST -19 ANZI J AS REVISED CAL TRANS STD ST -A884 + C DRIVEWAY PER COB STD ST -4 AND T -12 -� TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB S70 SW -4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB S SW -4 SD, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB St SW -4 350 349 348 347 i 346 L-GhAtS-A N -C 0 -A-- --E-- 8 'REf� P - - RIVE SHEET 111 OF 22 SI EETS 350 349 348 347 346 co 0 w z z t� co N l 1"2,2 1 \ A 350 349 348 347 i 346 L-GhAtS-A N -C 0 -A-- --E-- 8 'REf� P - - RIVE SHEET 111 OF 22 SI EETS 350 349 348 347 346 co 0 w z z t� co N l 1"2,2 1 \ A N l 1"2,2 1 \ A FL0WLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90100'00" 35.00' 54.98' 35.00' �2 22'25'35" 35.00' 13.70' 6.94' �3 11225'35" 84.00' 164.83' 125.54' ® 22'25'35" 84.00' 32.88' 16.65' 05 22'25'35" 35.00' 1 13.70' 6.94' 0 90100'00" 20.00' 31.42' 20.00' (7 ) 90100'00" 20.00' 31.42' 20.00' ® 90100'00" 20.00' 31.42' 20.00' 09 90'00'00' 20.00' 31.42' 20.00' 10 90'00'00' 20.00' 31.42' 20.00' SCALE: H OR I Z. 1 " = 50' VERT. 1 It = 2' 350 - 349 348 347 350 349 348 347 W 3 3 q q cu ou C-:w C-�j 0 0 rn 63 64 "p. "p. 13Y 3 3 Q Q cu cu Cell 62 61 � c O M M ('7 0o M rn M � W � J m ao LJ c.� o m rn ai oo CD U M W M U m CD CD °o + SEE SHEET 11 Q:: w 1 20 1120 10 m 0i Lr) 60 5 � w 8" SEWER 11 ° 12 F� ° cN 13 8" SEWER 14 1? S 89'27'16° E 5� 22 S 89'27'16" E O 1$' $� x O CONST. TYPE 'B" CURB & GUTTER k1� S c� ® `� © vi X00 �7 073210 cv L N4T11 4.5 COMB. SIDEWALK -TIP. �4 - ti�` c RW Nr`rE� RW ,u v ,_ Q j 5 0� o, t z b 2 o Tw �N �1 20 0 o 0 0 c6 06 SEE SHEET 13 0"'0 =' o CD J � d Lo CV M N n cp CD cq m 00 011 W oC v v M M Cm1 mU' z m m ~ U CD LJi 4' �'` U U Cr Cr U U m w Q m U w a wo 00 ff% 0 53 M 0i M r 0 Z m a CD ca �o 15 °'73211 8" SEWER 16 . S 89'27'16° E Q -- 0; � U RR L.� CITY MONUMENT ENCASEMENT PER C0 ST7 cd ITHrLIMI -3IMAR BE CENST, OR EXISTS AS NOTED) w STREET LIGHT - 9500 L. OMEN PER CL7B 3 Q 3 Q STD, Cl T Y STREET NAME SI6N PER COB STD N I~ cki M cn AND J uj CL Li C7 f DRI VEWA Y PER COB SID ST -4 AND T-12 SEE SHEET 9 co � o' o C:) Lo °1 10112011120 30 H 06 CD 1 m TRAFFIC CENTRL1 SIGN - AS ZTED -!- T TYP. TYPE "A " CA TCH BASIN PER COB STD D -14 SEE SHEET 15 TYP. STORM DRAIN & MANHOLE TYPE "A" PER J BC GB FL 348.43 So TYP. 5 C C' o O PRC FL 348.46 2 U W J M S 70'55'16" E q q 22' DW � o J Q o_ M 0 - b qL z ,-' D U-) V) 65 N 89'39'33" W ° ui z rl o 6 O N 0 A 00 _ + _ W 3 3 q q cu ou C-:w C-�j 0 0 rn 63 64 "p. "p. 13Y 3 3 Q Q cu cu Cell 62 61 � c O M M ('7 0o M rn M � W � J m ao LJ c.� o m rn ai oo CD U M W M U m CD CD °o + SEE SHEET 11 Q:: w 1 20 1120 10 m 0i Lr) 60 5 � w 8" SEWER 11 ° 12 F� ° cN 13 8" SEWER 14 1? S 89'27'16° E 5� 22 S 89'27'16" E O 1$' $� x O CONST. TYPE 'B" CURB & GUTTER k1� S c� ® `� © vi X00 �7 073210 cv L N4T11 4.5 COMB. SIDEWALK -TIP. �4 - ti�` c RW Nr`rE� RW ,u v ,_ Q j 5 0� o, t z b 2 o Tw �N �1 20 0 o 0 0 c6 06 SEE SHEET 13 0"'0 =' o CD J � d Lo CV M N n cp CD cq m 00 011 W oC v v M M Cm1 mU' z m m ~ U CD LJi 4' �'` U U Cr Cr U U m w Q m U w a wo 00 ff% 0 53 M 0i M r 0 Z m a CD ca �o 15 °'73211 8" SEWER 16 . S 89'27'16° E W NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. CD XAR ADJIIRAL DRIVE T � � Q 10 11 12 13 - -- E. GROUND @ CL in %m UNIT 1 14 oN OC.7W VIV CL cr- O Z j � Q _ Q;o Q r +(Y.M - - -- i - - 0.214% -(Y 573% _ +0.23876 ti io�l o - 2' ^ �13.70' 00 ^ 13.70''m 31.42 0 ON CURVE R RVp C C O C RE od CUE o0 00 � - M try M M M J 6 --tt Lt_ Ui � W i m -- m I -- CL 0 C,) O - ^ O- -- � U -- - -- °- + o L m 31. CUR 15 Q W QQ:� �o LO m 33 to 0 0, c6 KINE - - 16 F �o 10 r ° z m U °o -4�UOAI, -°C:> - - 61.4z� o0 -- 0; CURVE - U RR L.� CITY MONUMENT ENCASEMENT PER C0 ST7 ST -13 ITHrLIMI -3IMAR BE CENST, OR EXISTS AS NOTED) w STREET LIGHT - 9500 L. OMEN PER CL7B 3 Q 3 Q STD, Cl T Y STREET NAME SI6N PER COB STD N I~ cki cu WHEEL CHAIR RAMP PER C RB, STD, ST-111 AND J AS REVISED CAL TRANS STD ST -A88A f DRI VEWA Y PER COB SID ST -4 AND T-12 ♦- C:) Lo °1 STD S61-4 30 H 06 CD UN C�J TRAFFIC CENTRL1 SIGN - AS ZTED -!- T TYP. TYPE "A " CA TCH BASIN PER COB STD D -14 SEE SHEET 15 TYP. STORM DRAIN & MANHOLE TYPE "A" PER J J So TYP. STORM DRAIN & MANHOLE TYPE "A" PER C C' C9 O C-> U W M w zz Q � J W NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. CD XAR ADJIIRAL DRIVE T � � Q 10 11 12 13 - -- E. GROUND @ CL in %m UNIT 1 14 oN OC.7W VIV CL cr- O Z j � Q _ Q;o Q r +(Y.M - - -- i - - 0.214% -(Y 573% _ +0.23876 ti io�l o - 2' ^ �13.70' 00 ^ 13.70''m 31.42 0 ON CURVE R RVp C C O C RE od CUE o0 00 � - M try M M M J 6 --tt Lt_ Ui � W i m -- m I -- CL 0 C,) O - ^ O- -- � U -- - -- °- + o L m 31. CUR 15 Q W QQ:� �o LO m 33 to 0 0, c6 KINE - - 16 F �o 10 r ° z m U °o -4�UOAI, -°C:> - - 61.4z� o0 -- 0; CURVE - M M L.� CITY MONUMENT ENCASEMENT PER C0 17 4goFESSIa�, E. w No. 35473 9/30/07 CI v l' a F C A 1 L ROBERT E. SMITH RCE .. 'O /O -ac DATE RECORD DRAWING CORRECTIONS BY..- � DATE ,g- /l �� -- - - -- x_350 349 348 347 - -- � 350 - 349 - 348 - ] _- � 347 1 li� C-- --O-� R-- -- - -.. --- TRACT-NO. - �- STREET PLAN &PROFILE _ WAR ADMIRK DRI VE _ SHEET 12 OF 22 SHFFTS �, \ U3�1 LEGEND STD, CITY MONUMENT ENCASEMENT PER C0 ST7 ST -13 (TV BE CENST, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 L. OMEN PER CL7B S D ST -14 STD, Cl T Y STREET NAME SI6N PER COB STD T 1 1� STD, WHEEL CHAIR RAMP PER C RB, STD, ST-111 AND J AS REVISED CAL TRANS STD ST -A88A f DRI VEWA Y PER COB SID ST -4 AND T-12 ♦- TYP, SEWER MAIN & MANKY E TYPE 'A' PER C0 STD S61-4 ♦-- TYP, SEWER MAIN & CL EANLIU T PER COB STD -6 TRAFFIC CENTRL1 SIGN - AS ZTED -!- T TYP. TYPE "A " CA TCH BASIN PER COB STD D -14 <> TYP. STORM DRAIN & MANHOLE TYPE "A" PER C STD SW -4 So TYP. STORM DRAIN & MANHOLE TYPE "A" PER C S7D SW -4 x_350 349 348 347 - -- � 350 - 349 - 348 - ] _- � 347 1 li� C-- --O-� R-- -- - -.. --- TRACT-NO. - �- STREET PLAN &PROFILE _ WAR ADMIRK DRI VE _ SHEET 12 OF 22 SHFFTS �, \ U3�1 FLOWLINE CURVE DATA CURVE DELTA RADIUS I LENGTH TANGENT J 90'00'00' �ni 31.42' 20.00' 0 90'00'00' . 31.42' 20.00' �3 90'0000' 20.00' 31.42' 20.00' 4 90'00'00' 20.00' 31.42' 20.00' �5 90'00'00" 20.00' 31.42' 20.00' 6 90'00'00' 20.00' 31.42' 20.00' SEE SHEET 16 90100'00" 20.00' 31.42' 20.00' $ 90'00'00" 20.00' 31.42' 20.00' SCALE: HORIZ. 1" = 50' VE R T. 1 " = 2' 348 347 346 348 347 346 00 S 3 54 LL- - ro N a J °O cd m u Q Q M M � SEE SHEET 14 mQom. CD u- = ar Z Q J W W kaj 0i Q Q co 00 W O CC-) M m M m ° i- C-D J \00 SEE SHEET 16 " ° F-: ? "� U- 1 201 0 10 m °QC) STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 m " N ,�— V LJi ) a6 J 5 °O cow cO A l 10 ^ 5 00 u-> 3 m 5 J Q I r,) 00 43 0 Vi W Q Q go I �, 0 22' DW - 18 S.D. 732150 1 0 S D. ri N ° 18 0 22' DW ^ `- o ® S D. cv oW 1, N 'W a Q 00 Cn U 5 co F-�0q0 1 20 0 NZW� SEE SHEET 16 J J cc> o� of L� W N O M m u 3 00-c> J W Of +m O tJi c_> CJ ��. oO z° o SCALE: HORIZ. 1" = 50' VE R T. 1 " = 2' 348 347 346 348 347 346 02 3 CONST. TYPE "B" CURB & GUTTER FL 11_ WITH 4.5 COMB. SIDEWALK- TT. 12 1$' S.D. 13 73� � 24.' S.D. 14 - - -- I Lc) � — __ - -_+ --jol I N 00'32'44" E /-Fl $" SEWER 12+7$,20 ON I i $" SEWER R /W`J w - 00 S 3 54 LL- - N N a CCR °O U m u o M ap � SEE SHEET 14 Oo M CD M = ar M 12 �ZM UJ V 0i Q Q co 00 CC D c:) CD U CC-) M m M M V J \00 m LL. a DO U- STORM DRAIN & MANHOLE TYPE 'A' PER COB STD S 0 O N m QD STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 m " N ,�— V LJi ) a6 J SEE SHEET 14 °O A l 10 ^ W 1 20 0 1 m 00 m 5 J Q I N <6 5 W Q Q /R /W �R /W 02 3 CONST. TYPE "B" CURB & GUTTER FL 11_ WITH 4.5 COMB. SIDEWALK- TT. 12 1$' S.D. 13 73� � 24.' S.D. 14 - - -- I Lc) � — __ - -_+ --jol I N 00'32'44" E /-Fl $" SEWER 12+7$,20 ON I i $" SEWER R /W`J w - 00 S 3 54 LL- - N N 00 �- °O 00 m u 10120 V0 1 Cm.') ap Q SEE SHEET 14 m M U N M = CD 00 M U M 12 J U- C) N U W C' Cm� 006 of _+_ J _ WQ� m M LO od Z Q 7 ^ 00 a DO / M STORM DRAIN & MANHOLE TYPE 'A' PER COB STD S -4 SD' TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 65 CN t- a a �\ W� n Z rr� � z c:) O�� OU-)O� 3 O M +m O �tC3u-st NOTE. CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. 00 M m-.. LL- - 00 M m O �- CONST TYPE "B" CURB & GUTTER 15156.40 m u Q Cm.') ap Q U M M C' Q Q ° m i C° " SEE SHEET 12 'W1 20 01 1 N 5 J _ 00 (AJ °0 SEWER MAIN & CLEANOUT PER COB STD SW -6 LO od W 7 ^ 00 FL m-.. LL- - N 00'32'44" E 15 e m O �- CONST TYPE "B" CURB & GUTTER 15156.40 m WITH 4.5 COMB. SIDEWALK -TYP. U m - C) STD, CITY STREET NAME SIGN PER CUB STD T -1 ao 4 �i - -F 0 w i � REVISED CAL TRANS STD S T -A88A C DRIVEWAY PER C17B STD ST -4 AND T -12 R/W N 1� J _ 00 (AJ °0 SEWER MAIN & CLEANOUT PER COB STD SW -6 LO od W 7 ^ 5 a DO / M STORM DRAIN & MANHOLE TYPE 'A' PER COB STD S -4 SD' TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 1 20 0 1 J m SEE SHEET 12 00 m J Q _M.1 O W <6 5 W Q Q A RISTIDE S AVENUE UNITS 1 A ND 2 1 12 13 14 _ol N �I - 0.507% I +0.260% ±0. e —'� 3 -1.42 m ry o �. 3;.4: LO ON M RVE CURVE -- - M as CU VI 7- OWL-INE � T I U- J J U J L1i I __j I U C p -- M -4 m D C9 - -E�-- W L0 m O O+ - - m--� -- W . { m . o GROUND CL °--T - + N _ - —� - - 0.507% +011573z -0x57 42 ;3 M - -- 00 3oN2 -� m 3 .4i RVE o - CURVE ML V- VE CU LJi a U- i U- •J O N O Cl co - _ - —r - m-.. LL- - Chi m O �- m W U m - C) STD, CITY STREET NAME SIGN PER CUB STD T -1 ao 4 �i - -F i AS REVISED CAL TRANS STD S T -A88A C DRIVEWAY PER C17B STD ST -4 AND T -12 -� 1� J _ + SEWER MAIN & CLEANOUT PER COB STD SW -6 N W TYPE 'A' CATCH BASIN PER COB STD D -14 TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD S -4 SD' TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 _v U O L0 _j m - — 0.343% 04 .► - - - - - - -- +0,200% +0.573% ao 31.42' to ,- - -- CURVE_ - - P� U a_ US at p 00 O I i V - d M m C-D 4— m LW + �VFESS1pN E. CQ C4 No. 35473 ROBERT E. SMITH RCE 35473 ATE y 9/30/07 07 T 4 CIVIL CF RECORD DRAWING" CORRECTIONS BY: 64 DATE 22' DW iEE -,A y 22' DW No. 354 r �s pot;r D�✓G" X 7%. 7tf Exp. 9 -30 -17 'PECORD DRAWO C" 63 'o p1V I L RE RIP CORCTrnIS I3Y''� CAUL - - DATE ,/ p- Z, L EGEND O SID, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CENST, OR EXISTS AS NOTED) STD, STREET LI6HT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER CUB STD T -1 �i STD, WHEEL CHAIR RAMP PER C,O,B, STD, ST -19 AND i AS REVISED CAL TRANS STD S T -A88A C DRIVEWAY PER C17B STD ST -4 AND T -12 -� T YP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW- 4 �-- TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 T T YP, TYPE 'A' CATCH BASIN PER COB STD D -14 TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD S -4 SD' TYPE, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW-4 348 347 346 348 347 346 _ _I uit hAtSk_ -- Al' ---P, 0 -1R- - - — D E - - SHEET 1 F 22 S6EETS FLOW LINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 'RECORD DRA 134'2455" 99.95' 42.00' 98.53' C CTION's BY. 134'24'55' 99.95' 42.00' 98.53' (3 ) 44'24'55' 14.29' 35.00' 27.13' ® 44'24'55' 14.29' 35.00' 27A S (5 90'00'00' 20.00' 20.00' 31.42' © 90.00'00° 20.00' 20.00' 31.42' (7 90'00'00' 20.00' 20.00' 31.42' 8 90'00'00' 20.00' 20.00' 31.42' 9 90'00'00' 20.00' 20.00' 31.42' 10 90'00'00' 20.00' 20.00' 31.42' 351 -- 350 -- 349 348 _ w Q v X O M A q M q q N Z W a ii (= __j u am Z l.� J Rl N m `p V) N m (V (U U d Q cri 0 o a o o M Q (°n U-) 'r c W 1aY o �; ° SEE SHEET 13 w 3 3 ONl Q 3 3 ui cD SEE SHEET 15 W TiP l "W N m �O O Q A q q 4 a N o !a Y !a Y 1 20 0 1 N fa Y 1a Y N N 1 30 Q:3j cam- I N TYP TIP, '{"' U N w U N Q-) J TW, Tr 9x6 YJ d Z O w 0� o ° 0 0 BIOS £ T ^ 65� � 64 62 61 co CD 1 5 CD cu 1� RW Z a, R/W S 6j28s6 _/ 5 0 9 +65.23 BVC FL 349.67 3 FLo . 5 5 7 FL o CONST. TYPE "B° CURB & GUrrE 73214 0 0 (23.55' LT. R ) M 6' SEWER 6 SEWER $ �� WITH 4.5 COMB. SIDEWALK -TYP. 9 +58.00 PIVC FL 349.85 00 S 89'27'16" Ep 11 CONST. TYPE °B" CURB &GUTTER 12 ?x 13 p 14 S 89'27'16" E 15 16 0,°' 9 +52.23 POVC FL 349.78 (5.77 RT.) QQ. N WITH 4.5 COMB. SIDEWALK -TYP. �' cv h INSTALL W1 -7 W SOX ® FL 0� FL pox'` WITH OMi -3 MARKER 9 +65.23 E C FL 349.74 6��42 �� w 8 r 10 >4 23.55 RT.) S 22 ©� 8 w QY 1 05 � ��'� M Q Q R%W q q �� 6 kb �y 54 M 9 15 ��F �� w q z cv � I I N °o U �h1��1N lay Jay 5 �' �' 1aY laY �' �' z g M 9 TYP. TYP 10 0 n� 5 5 5 6 TYP TYP 5 7 o Q A 1 20 0 1 o6� o q q (� 1 30 + + r7 r7 v� o v U m M M M M + + O N d d / "°� � � N SEE SHEET 13 N N � e SEE SHEET 15 +" N W � � � CD O U U` W U C9 o O C D C9 W C'4 � (U o U U V U cu o V V p + O+ �+-, m W Z m W + m Q Z co ` 10 Z W ± W N LO Q 0 V) Q NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. THUY.DER 6! uij cff J0pivv_1vd' SCALE: HORIZ. 1" = 50' VE R T. 1 to = 2' i I i I - - x.21 27.13' o -- - Q 827; • O.C. 0 C" 3142 -- M M w ON CURVE Ci p+i_ O i I r 351 - - 350 - 349 - 9853' 0- - -- - _ _e-- - . ^ ON CURVE 27.13' M oo 348 -- - M - ---� -- M - M J M a- 0- 1 Li CL _ -_ - - N N U . � W i > mom, to N m - - m _ .ID. 02.._.' CI_.._ -. - + CO MI 4k 4gOFESSION E. 9 w No. 35473 `may 9/30/07 T �cI VILI�o4�~� CAL 2 35-23-0 -�-' ROBERT E. SMITH RCE 3513 DATE o-- - v 125.6 • of NO_ 35473 'RECORD DRA LO B B:t 17 C CTION's BY. > U - n - -_ L E &END - -- � N O IDE TICA1 (TV BE CONST, OR EXISTS AS NOTED w PONT STD ST -14 50' VERTICAL WA - - x.21 27.13' o -- - Q 827; • O.C. 0 C" 3142 -- M M w ON CURVE Ci p+i_ O i I r 351 - - 350 - 349 - 9853' 0- - -- - _ _e-- - . ^ ON CURVE 27.13' M oo 348 -- - M - ---� -- M - M J M a- 0- 1 Li CL _ -_ - - N N U . � W i > mom, to N m - - m _ .ID. 02.._.' CI_.._ -. - + CO MI 4k 4gOFESSION E. 9 w No. 35473 `may 9/30/07 T �cI VILI�o4�~� CAL 2 35-23-0 -�-' ROBERT E. SMITH RCE 3513 DATE _- -- -- - EX GROUND @--�L U m m C.7 O - m - -- c0 r T W ' W _.. _. ----- -__ -C-ii- Q - - --- -- - -- - 0.5734 7cmn � 31.4 +0.5737 ON CURVE_ 31:42 M `-) ON CURS -- M -� j m LL' m cc co - -- - - -- -_ -- -_ - -- -__ -- -- - - +0.573X _ Ed - m 11 V vri T_ -K D _ TR T SHEET 1 OF 22 S EETS 351 350 349 348 351 350 349 348 JF i s \ I \ 133 1 NO_ 35473 'RECORD DRA B B:t 17 C CTION's BY. DATE /O'2" L E &END o STD, CI T Y MONUMEN T ENCASEMENT PER CD F STD ST -13 (TV BE CONST, OR EXISTS AS NOTED STD, STREET LIGHT - 9500 LUMEN PER C27B STD ST -14 + STD, CITY STREET NAME SIGN PER COB S D T -1 la STD, WHEEL CHAIR RAMP PER C RB, STD, T -19 AND )i AS REVISED CAL TRANS STD ST-4884 + C DRIVEWAY PER COB STD ST -4 AND T -1 -� TYP, SEWER MAIN & MANHOLE TYPE 'A' P R COB STD S61-4 TYP, SEWER MAIN & CLEANOUT PER COB STD SW -6 my TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 -(> TYP, STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SW -4 S'D' TYP, STORM DRAIN & MANHOLE TYPE 'A' P R COB STD 96/-4 _- -- -- - EX GROUND @--�L U m m C.7 O - m - -- c0 r T W ' W _.. _. ----- -__ -C-ii- Q - - --- -- - -- - 0.5734 7cmn � 31.4 +0.5737 ON CURVE_ 31:42 M `-) ON CURS -- M -� j m LL' m cc co - -- - - -- -_ -- -_ - -- -__ -- -- - - +0.573X _ Ed - m 11 V vri T_ -K D _ TR T SHEET 1 OF 22 S EETS 351 350 349 348 351 350 349 348 JF i s \ I \ 133 1 FLOWLINE CURVE DATA CURVE DELTA ANGLE TANGENT RADIUS LENGTH 1 90'0600' 20.0000 20.0000 31.42' 2 90'00'00' 20.0000 20.0000 31.42' 3 90'00'00' 20.0000 20.0000 31.42' 4 90,00'00' 20.0000 20.0000 31.42' SCALE.- VERT, m 33 1 " = 50' 1" 2" 0 J 00 Q LLl M m� o z� m 07 SEE SHEET 16 W 10 20 20 10 m cn INSTALL WI -6 (1. WITH 17Ml -3 MARKER c* fT M LJi 0 SEE SHEET TWO FOR OFFSITE SLOPE INFO 0 co J - Q N ai M c m C�D CD cn CORRECTIONS cSjgT C /1'1� tV� "OFCAIO� DATE _ 10-�3�15 M LEGEND w— o CITY MONUMENT ENCASEMENT PER COB STD m C-1) 4- 01 Z� Oj STD, STREET LIGHT - 9500 LUMEN PER COB ST ST -14 + STD, CITY STREET NAME SIGN PER COB STD T -1 l� STD, WHEEL CHAIR RAMP PER CRE STD, ST -19 ND AS REVISED CAL TRANS STD ST -488A C DRIVEWAY PER COB STD ST -4 AND T -12 SFF .SHEET 14 �- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER A WITH I)M1 -3 MARKER NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. 00 Iq O'1 d' M Li 1_- Z 0 r� 53 - INSTALL W1 -6 (R) WITH OM1 -3 MARKER SEE SHEET TWO FOR OFFSITE SLOPE INFO 6!A-IIAYT TOT A VEYUE UYITS / AY.D 2 10 11 12 13 i I i I 0 co + U11 � J Q� �o U +0.573% +0.202% - - - - -- ----------- — — - I 31.42' coo. , _.. . _— ��s --fi. 42' o � ON CURV : 0 31.4 r� CURVE M ___. _ _ a; ON CURVE M M M rn M m m m i -E? -- - �- - -- m LUj -f -- -- T _.. V u m - —t - 1 O M O W m W O r I N M OD M i F-- Z - O M i f i L_ I I f EX. GR:OU-N D @ CL -0.573% - "RON CURVE M I 4 16 4�,OFESSICN E. s�Igl del lo? �� ��/ �L w No. 35473 t `x 9/30/07 ROBERT E. SMITH RCE 5473 DATE CIVIL OF C At hs alul- r7-�e, "RECORD DRAWING" CORRECTIONS BYa_,eo!�� DATE J M Q CD U fJ c m SEE SHEET 12 CD cm -10 20 20 10 53 - INSTALL W1 -6 (R) WITH OM1 -3 MARKER SEE SHEET TWO FOR OFFSITE SLOPE INFO 6!A-IIAYT TOT A VEYUE UYITS / AY.D 2 10 11 12 13 i I i I 0 co + U11 � J Q� �o U +0.573% +0.202% - - - - -- ----------- — — - I 31.42' coo. , _.. . _— ��s --fi. 42' o � ON CURV : 0 31.4 r� CURVE M ___. _ _ a; ON CURVE M M M rn M m m m i -E? -- - �- - -- m LUj -f -- -- T _.. V u m - —t - 1 O M O W m W O r I N M OD M i F-- Z - O M i f i L_ I I f EX. GR:OU-N D @ CL -0.573% - "RON CURVE M I 4 16 4�,OFESSICN E. s�Igl del lo? �� ��/ �L w No. 35473 t `x 9/30/07 ROBERT E. SMITH RCE 5473 DATE CIVIL OF C At hs alul- r7-�e, "RECORD DRAWING" CORRECTIONS BYa_,eo!�� DATE 351 350 ' 349 —� 348 SmithT�h?�IiSA - . SHEET 15 OF 22 SHEETS 1 l 1o2�'i 1 3.3 / X ONGf No- 35473 9 -30- i 7 T E_ C--OF D DRAWING" f� CORRECTIONS cSjgT C /1'1� tV� "OFCAIO� DATE _ 10-�3�15 LEGEND 0 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE CONST, OR EXISTS AS NOTED STD, STREET LIGHT - 9500 LUMEN PER COB ST ST -14 + STD, CITY STREET NAME SIGN PER COB STD T -1 l� STD, WHEEL CHAIR RAMP PER CRE STD, ST -19 ND AS REVISED CAL TRANS STD ST -488A C DRIVEWAY PER COB STD ST -4 AND T -12 �- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER A STD S61-4 �— T YP, SEWER MAIN & CL EANOUT PER COB ETD 961-6 7- T YP, TYPE 'A' CATCH BASIN PER COB STD D -14 RCP W/RGJ CL III MANHOLE TYPE 'A' PER COB TD SW -4 sD. RCP W /RGJ CL III STORM DRAIN PIPE AS NOTED 351 350 ' 349 —� 348 SmithT�h?�IiSA - . SHEET 15 OF 22 SHEETS 1 l 1o2�'i 1 FLOKINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1 22'25'35" 6.94' 35.00' 13.70' 2 134'51'11" 202.06' 84.00' 197.70' 03 90'00'00" 35.00' 35.00' 54.98' ® 22'25'35" 6.94' 35.00' 13.70' �5 90'00'00" 20.00' 20.00' 31.42' 6 90100'00" 20.00' 20.00' 31.42' 90'00'00" 20.00' 20.00' 31.42' 8 90'00'00" 20.00' 20.00' 31.42' 9 90'00'00" 1 20.00' 20.00' 31.42' SCALE: 351 350 349 348 347 346 HORIZ. 1 It = 50' VERT. 1" _ ' 2 A OR ; Z co 00 06 Cm C .D M m� M Wl C14 Ti 00 06 m � U U M to -t- C 7 q q a- W m a:: W LL_ W Cu � RNi q o d° ° m Q CO o o'`o o 0 ") O O SEE SHEE T 13 ° `-" CD tp �' W 1 20 0 11 m � cti o � O �'� co c� 5 12 ° 53 alt" o U� 1 1 �g' la 55 la 5' � � D w I TYP TYPI O R/W1 M � o 5 — 5 z 1 S 89'27'16" E CONST TYPE "B" CURB &GUTTER (� WITH 4.5 COMB. SID ALK-TYP. N 75'12'43" W O cr_$ 22 DW LO G M 13 5 5'� � 0 � U- TYP 4 Z_ 22 DN °D ,N, 16 N 8014'21" E I CD M cu cu J U PRC FL 348.17 1) 5 M ``' C' C' BC GB FL 348.13 1 20 5 1 " ° � m CD ui CM U L + O m � O SEE SHEET 17 Cl w J W W W W u Q oM f- 00 Z mi J 0i cu 8 a q C3i C_-)j 'O m `° � SEE SHEET 15 o c W 10 30 > CD 51 Cu 49 50 1 5135~ 48 � �A m + `I / I TYP, TYP I r°Z. RAW I I Z E-+p . 9 CON-TT. TYPE Y CURB & GUTTER FL -+- C14 WITH 4.5 COMB. SIDEWALK -TYP. 8" SEWER i S 89'27'16" E E INSTALL W1-6 CU -- I "' WITH OM1 -3 MARKER p 13 S 89'27'16" E 14 $ 15 16 .16 '. 4 73217 L x76 7)'. 3 3 I I RAW q q 43 44 LF Il>� �I 46 0 o q q cu ti + + CD CD K v CD NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ERA-' 3 Q oZ d- N W R7 � 4 ��; J JJ N M 33 C7)i 9 s 13 N� s r -,35, zz' t:� 5 14 A OR ; Z co 00 06 Cm C .D M m� M Wl C14 Ti 00 06 m � U U M to -t- C 7 q q a- W m a:: W LL_ W Cu � RNi q o d° ° m Q CO o o'`o o 0 ") O O SEE SHEE T 13 ° `-" CD tp �' W 1 20 0 11 m � cti o � O �'� co c� 5 12 ° 53 alt" o U� 1 1 �g' la 55 la 5' � � D w I TYP TYPI O R/W1 M � o 5 — 5 z 1 S 89'27'16" E CONST TYPE "B" CURB &GUTTER (� WITH 4.5 COMB. SID ALK-TYP. N 75'12'43" W O cr_$ 22 DW LO G M 13 5 5'� � 0 � U- TYP 4 Z_ 22 DN °D ,N, 16 N 8014'21" E I CD M cu cu J U PRC FL 348.17 1) 5 M ``' C' C' BC GB FL 348.13 1 20 5 1 " ° � m CD ui CM U L + O m � O SEE SHEET 17 Cl w J W W W W u Q oM f- 00 Z mi J 0i cu 8 a q C3i C_-)j 'O m `° � SEE SHEET 15 o c W 10 30 > CD 51 Cu 49 50 1 5135~ 48 � �A m + `I / I TYP, TYP I r°Z. RAW I I Z E-+p . 9 CON-TT. TYPE Y CURB & GUTTER FL -+- C14 WITH 4.5 COMB. SIDEWALK -TYP. 8" SEWER i S 89'27'16" E E INSTALL W1-6 CU -- I "' WITH OM1 -3 MARKER p 13 S 89'27'16" E 14 $ 15 16 .16 '. 4 73217 L x76 7)'. 3 3 I I RAW q q 43 44 LF Il>� �I 46 0 o q q cu ti + + CD CD K v CD NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ERA-' 3 Q d- N �kj Cki 4 ��; M 33 C7)i 12001gm 5 12 m SEE SHEET 19 M W , W O W O 0 �U m+ •-W w LO 0 U z z UYIT 10 11 12 13 14 15 16 - -� _ -------------- - +0.32270 T 197. 2.70'r- 00 . o.c. d^ m M � J U U CL 4gOVESSIO44 w No. 35473 M 9/30/07 T 14 F CIVIL le OCALt��� T E. � yJ No. 35473 Exp. 9 -30 -17 s CI%,/ 11- �Pt7 v�4 ROBERT E. SMITH RCE 354173 mNL`j Tfifl CORD DPAW#*--" CO€ CTION'S' M � - nAT;:-1 fl Z3 -I�r - - -- -Z �a DATE LEGEND c STD, CITY MENUMENT ENCASEMENT PER C17B 970 ST -13 (TV BE CENST, OR EXISTS AS NETED) °• STD, STREET LIGHT - 9500 LUMEN PER CEB S D ST -14 0 m + STD, Cl T Y STREET NAME SIGN PER CEB STD T 1 co STD, WHEEL CHAIR RAMP PER C,7B, STD, ST -1 AND AS REVISED CAL TRANS ST DST ST-4884 C DRIVEWAY PER CEB STD ST -4 AND T -12 -f- TYP, SEWER MAIN & MANHOLE TYPE 'A' PER CM STD SW -4 TYP, SEWER MAIN & CLEANEUT PER COB STD S+1-6 -*- TRAFFIC ONTREL SIGN - AS NOTEB 'r TYP, TYPE 'A' CATCH BASIN PER CEB STD D -1 � TYP, STERM DRAIN & MANHOLE TYPE 'A' PER C17B STD SW -4 S ' TYP, STERM DRAIN & MANHELEE TYPE 'A' PER CM STD SW -4 I � - i __- - C=l -- — - EX. - -- GROUND __@ CL__ - - - -- -- +6.341/Gp10�2 o�013.7 r� 573X -- -- - Z .7 - - +0.573-X_ �3CUR NON 1.42 - - - ce M _ � Nig)?7*H F cci W m J - rZ �n m - -- - °• I + I W r A uj -- - +0.3277.- I — 54.98 � ON CURVE _Z 1; EZj -m IW EX. GROUND @ Cl +0.20276 - _- - !9 - -- -- ON RVEa;i ni- TA /r— ca - - - M OC U +0.200% - !�__�- - W Z � m 351 350 349 348 347 346 us I N C O R PO- R A T ,ACT _N - CST —P -9 P/ - -- -U ED SHEET 16 O 222 SHI .-jj� [' 1�L - UVE - 351 350 349 348 3 346 FLOWLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1 90.00'000 20.00' 20.00' 31.42' 2 90'00'00° 20600' 20.00' 31.42' 3 22'25'35° 6.94' 35.00' 13.70' 4 134'51'11' 202.06' 84.00' 197.70' Q 2225'35' 6.94' 35.00' 13.70' © I 90'00'00° 35.00' 35.00' 54.98' SCALE: H ORI Z. 1 " = 50' VE R T. 1 to = 2' r - - 4 _ - i i e 6 1 350 349 347 - 350 r 349 348 347 r 20 22' DW rs F in 22' DW r. — 21 cr- o d- W M u- Z m O C7 MMJ ST O M w (TV O SEE SHEET 18 Oo RCE 3 � SEE SHEET 18 LA.. MMJ ST 3 (TV m ROBERT E. � RCE 3 U z M r W W W ;14 � J M O 000 + Z q Q Lo O J u STD, 0 -19 AND cn� m AS cv C) uj -cD Z M 00 0 oU-) CO M 3 MO +m J N 3 q �w CD CD 4z m Co 0 N NM N t r 14 SEE SHEET 16 0 0 J Q 0 m 13 q 22` DW S 14'06'40° E 22' DW 12 S 10'28'57° W PRC GB FL 348.81 EC FL 348.77 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" � LOCAL STREET SECTION ON SHEET 2. SEA TTI, E SLEW -DRI f7E 10 UNIT 2 11 12 - - -- ---- - -------------- 64X- - -- - -- - - _ ... -- 0 3f42. -0 M7X c6 01V CUR yE M 00 0o10.00r13 -70' - �! o.Ci m -. 1 d' 17 M J J . m - - -- m U U W C> p L I r J r r r I.V r 1 G_ -0 573Y; —Q2 w, 31,42_��_. o� ON CURVE w Li Cmi m m r T W . p U O C" M M1 r r r �i FL- EX. GROUND @ CL Lm� U W 13 -11 197.70 - N CURVE 14 W rNl�o.315473 E. r- � -� - Exp.9- 3': -i7 r.plt��: 4g,OFESSIO�,A E. ski l CID w No. 35473 t7i �y 9/30/07 x' T CIVIL OF CALI�04, 7--,Q 'RE(XCD 5s tAe 'A)` CORRRE.CT`v LEGEND STD, Z� m ST 3 (TV W -.:: a0 ROBERT E. SMITH RCE 3 73 DATE z M r 06 ST ;14 Z M M T -1 000 + STD, STREET NAME SIGN (METRO) PER CUB q Q Lo O J u STD, WHEEL CHAIR RAMP PER C17B, STD, ST -19 AND cn� m AS cv cu Lc) M O m + C DRIVEWAY PER CUB STD ST -4 AND T -12 3 0 0 CUB STV SW -4 uj -cD Z M 00 0 oU-) CO M 3 MO +m J N 3 q �w CD CD 4z m Co 0 N NM N t r 14 SEE SHEET 16 0 0 J Q 0 m 13 q 22` DW S 14'06'40° E 22' DW 12 S 10'28'57° W PRC GB FL 348.81 EC FL 348.77 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" � LOCAL STREET SECTION ON SHEET 2. SEA TTI, E SLEW -DRI f7E 10 UNIT 2 11 12 - - -- ---- - -------------- 64X- - -- - -- - - _ ... -- 0 3f42. -0 M7X c6 01V CUR yE M 00 0o10.00r13 -70' - �! o.Ci m -. 1 d' 17 M J J . m - - -- m U U W C> p L I r J r r r I.V r 1 G_ -0 573Y; —Q2 w, 31,42_��_. o� ON CURVE w Li Cmi m m r T W . p U O C" M M1 r r r �i FL- EX. GROUND @ CL Lm� U W 13 -11 197.70 - N CURVE 14 W rNl�o.315473 E. r- � -� - Exp.9- 3': -i7 r.plt��: 4g,OFESSIO�,A E. ski l CID w No. 35473 t7i �y 9/30/07 x' T CIVIL OF CALI�04, 7--,Q 'RE(XCD 5s tAe 'A)` CORRRE.CT`v LEGEND smiW I C 0 -1 - SEA"1'L SHEET 1 350 349 348 347 i t STD, CITY MUNUMENT ENCASEMENT PER CUB STD ST 3 (TV BE CUNST, UR EXISTS AS NUTED) ROBERT E. SMITH RCE 3 73 DATE smiW I C 0 -1 - SEA"1'L SHEET 1 350 349 348 347 i t STD, CITY MUNUMENT ENCASEMENT PER CUB STD ST 3 (TV BE CUNST, UR EXISTS AS NUTED) STD, STREET LIGHT - 9500 LUMEN PER CUB STD ST ;14 + STD, CITY STREET NAME SIGN PER CUB STD T -1 + STD, STREET NAME SIGN (METRO) PER CUB STD T- la STD, WHEEL CHAIR RAMP PER C17B, STD, ST -19 AND Ji AS REVISED CAL TRANS STD ST -A88A + C DRIVEWAY PER CUB STD ST -4 AND T -12 -� TYP, SEWER MAIN & MANHULE TYPE 'A' PER CUB STV SW -4 TYP, SEWER MAIN & CLEANUUT PER CUB STD SW -6 T TYP, TYPE 'A' CATCH BASIN PER CUB STD D -14 <> TYP, STURM DRAIN & MANHULE TYPE 'A' PER COB ST7 SW -4 S'D' TYP, STURM DRAIN & MANHOLE TYPE 'A' PER CUB STV SW -4 smiW I C 0 -1 - SEA"1'L SHEET 1 350 349 348 347 i t �• 1 U33t �`-L - -1 350 349 = Lu Z z c� 348 34 7 Tsk E D- - R A - 22 SHEETS �• 1 U33t �`-L FLOWUNE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1g 90'00'00" 20.00' 20.00' 31.42' (1 ) 90'00'00'° 20.00' 20.00' 31.42' g3 90'00'00" 20.00' 20.00' 31.42' ® 90 00'00" 20.00' 20.00' 31.42' g5 22'25'35" 6.94' 35.00' 13.70' © 134'51'11" 202.06' 84.00' 197.70' g7 22'25'35" 6.94' 35.00' 13.70' ® 9000'00" 35.00' 35.00' 54.98' SCALE: r. 4 - 351 350 349 3481 351 350 -- 349 r -t- 34 il- HORIZ. 1 " = 50' VE R T. 1 to = 2' g o r Z o 4gOFESSI0N9 O �, E U �� �gT E. 00 w � '`' SEE SHEET 19 �w� X00 �� .� � o -2 3 -o o 12 w 10 20 0 10 No. 35473 ROBERT E. SMITH RCE 5473 DATE m m �10 o6 dam-. q q q m M 5 22' DW ro LO M LO cn � � � gj EC GB FL 349.18 9TH, 1 V I M Lri " SEE SHEET 17 (D Q Q Q N OF CALM ± W 10 20 0' 10 m cu � � N W � o PRC FL 349.15 m � � � � �_ 34 oI 135135' gg g� w o, g� g� co r, �5 135' `O S88'46'41 "W Q t N TYP 7YP cL of cv cti TYP. 4,5" ate //- G% z 1 8 o + 4- TR. a3 N o R/W 5 ° R/W 2� DW ; FL 0 73219 O �S I O o FL o ® s 6334' " 1``gtc ���T E. Ski' CONSTRUCT CL III ' 6 SEWER c,4 oo N i S 89'27'16" E 8 SEWER S 89'2716" E 1 8- SEWER N S 89'27' 16" E 2�, 02 E �, O s T Ln BARRICADE WITH S 89'27'16" E a, F — — — _ — — — — — — — — — v cc No. 35473 W- 31(CA) /OM4 -3 0 11 h o S o 15 � � �o� ,moo. 1� N L 13 ;8' so. 732200 ° ., 16 '` 2 g Exp. 9-3G-1 7 F `� 5 0j q q /W q q C" /W ' N ` In R LEGEND M � J N 135135 M Moo ,� 13513.5 �� r 1 g 2 0 21 q P. 7YPq 2 2 2 2 4 N 2 5 g P TYP'q C-4 o STR CITY MONUMENT ENCASEMENT PER CUB STD ST -1 a � N o co � 1- 20 20 10 � � N 2 7 (TV BE CUNST, UR EXISTS AS NOTED) O o o ¢ N r+, v M SEE SHEET 20 "' "' "' `� M "' d W M m u o o � STD, STREET LIGHT — 9500 LUMEN PER CUB STD ST -1 + C7 � o m W scD m � ° Z "' °° " + " + STD, CITY STREET NAME SIGN PER CUB STD T -1 �Z QQ )u m M STD, WHEEL CHAIR RAMP PER C,UB, STD, ST -19 AND Z a_° M W CD cm O O� W 00 ¢r^ rn C�V 3 + W + ' �� AS REVISED CAL TRANS STD ST -4884 N vi Q T �' " N W M + C DRIVEWAY PER CUB STD ST -4 AND T -12 ooW 0 M USw -�- TYP, SEWER MAIN & MANHULE TYPE '4' PER CUB STD W -4 CD � 3 o6- C TYP, SEWER MAIN & CLEANUUT PER CUB STD SW -6 u') r-) O d+ mJ N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" T' TYP TYPE 'A' CATCH BASIN PER CUB STD D -14 LOCAL STREET SECTION ON SHEET 2. <> TYP, STRUM DRAIN & MANHULE TYPE '4' PER CUB STD W -4 CO UYT FLEET IrA Y sD, TYP, STORM DRAIN & MANHOLE TYPE 'A' PER CUB STD W -4 UYIT 2 17 10 11 12 13 14 15 1 6 1 Fx. CkO - �'+ - -- - - -� - -- ------------------------------------------------ 351 +0.327% _ — 349 o� ON CURVE vi __ - -- -0 764% bo ON UR VE `.� -- M M - - - - 31.42 �n o w r w CURVE - - . LL_ ,� NORTH- UWLINE g =- m - - -__. C9 M W iU V r -- 0 M -- # - - - -- CID - - -- -- - - �- ¢- __ -__-� -- 351 - - !- - --- -- - - -� - - -- - - -- - - - -- - - -- - - -- - -- y -- o.� - -� -- +o.57�x -o.� +0.204% 349 - - 4 - +0.242% - vi rn 31CUR q c 197.70' - ?'} 00Y1N C ON CURVE - M - - ON 31. O.C. p -- - N N (/ _ 0- - - -- - -- Z or'�' — `� - - ao t T - ��— b U v " —a O m C) -- - - - O - -- - -- CS �- t -- - W i CDO -- -- U t- -- - y.0, m ,- _ ± M oD O N I °g -t - s- r~, v + � j I T - -- 0 o R � -� -E D TRW 7- R�� t -- � 6� (v�-v e — 1LC WA Y - – – - _- SHEET 18 OF 22 SHEETS N.\ U 3 ) � FLOWLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 10 22'25'35" 6.94' 35.00' 13.70' (1 134.51'11" 202.06' 84.00' 197.70' 3 22'25'35" 6.94' 35.00' 13.70' 4) 90'00'00" 20.00' 20.00' 31.42' 5 90'00'00" 20.00' 20.00' 31.42' © 90'00'00" 35.00' 35.00' 154.9e 00 351 350 349 348 k- SCALE: H OR I Z. lop = 50" VE R T. 1 to = 2' 25 j 22' DW u', o y F- ir� y t•'S � 22' DW BC GB FL 348.72 PRC FL 348.75 26 27 w N Og�222� DW Ef Q U m 22 28 m cV w w •- M J � M � Z LL_ W O� m STD, SEE SHEET 18 m _o 101120 1 120 11101 O L1J 1 N a 0 35 34 01 d- JM L.� m 0 M 47 73218 <' `FL CONST TYPE "B° CURB & GUTiER O S 0032'44" W 11 WITH 4.5 COMB. SIDEWALK -T7P. 12 N "SINN O I AFL 8 S I C14 w _q 3 �R /W 29 31 135135 7 � 135 � � M N n TJ, � 2 TY _ 3J oo q q q ti a; 5 m C" 10. 20 01 O 0 M M U N UO CD m m SEE SHEET 16 12 ce O O o N m U U M U (� U � N N W J U") O Q 00 + 0 T z° NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. � 22' Du 50 49 D., cL: CL 22' DW ri 22' DW 48 FUNNY ci-DE -DRIVE � 12 r U pj L1. O + O � _ r i GROUND 0 C1 - AJ,1kW-9AFAFJ fflffl/f vi ON CURVE 4gOFESSIp� E. w No. 35473 I t-j 9/30/07 X14 cI V IL �~? OF CALI��� L ROBERT E. SMITH RCE 3 473 DATE STD, 0 IiECX; D F�n1�lt Exp. 9-30- 7 � CC CTl4f,1S BY:�'y'� BE CONST, OR EXISTS AS NOTED) OFC DATE_ /ff Zo a. STD, STREET LIGHT - 9500 LUMEN PER COB STD U M z CD STD T -1 m SEE SHEET 16 rn m 1 20 1 rO 11 C'4 T U W REVISED CAL TRANS STD ST -4884 I N C-0 - r�— - w N + C -DRIVEWAY PER COB STD ST -4 AND T 00 ;�7 w _q 3 �R /W 29 31 135135 7 � 135 � � M N n TJ, � 2 TY _ 3J oo q q q ti a; 5 m C" 10. 20 01 O 0 M M U N UO CD m m SEE SHEET 16 12 ce O O o N m U U M U (� U � N N W J U") O Q 00 + 0 T z° NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. � 22' Du 50 49 D., cL: CL 22' DW ri 22' DW 48 FUNNY ci-DE -DRIVE � 12 r U pj L1. O + O � _ r i GROUND 0 C1 - AJ,1kW-9AFAFJ fflffl/f vi ON CURVE 4gOFESSIp� E. w No. 35473 I t-j 9/30/07 X14 cI V IL �~? OF CALI��� L ROBERT E. SMITH RCE 3 473 DATE LEGEND • STD, 2 IiECX; D F�n1�lt Exp. 9-30- 7 � CC CTl4f,1S BY:�'y'� BE CONST, OR EXISTS AS NOTED) OFC DATE_ /ff Zo LEGEND • STD, CITY MONUMENT ENCASEMENT PER COB STD T -13 351 350 (TO BE CONST, OR EXISTS AS NOTED) a. STD, STREET LIGHT - 9500 LUMEN PER COB STD 7-14 + STD, CITY STREET NAME SIGN PER COB STD T -1 STD, WHEEL CHAIR RAMP PER C.EB, STD, ST -19 A D AS REVISED CAL TRANS STD ST -4884 I N C-0 - r�— - + C -DRIVEWAY PER COB STD ST -4 AND T -12 -� T YP, SEWER MAIN & MANHOLE TYPE 'A' PER COB TD SW -4 T YP, SEWER MAIN & CL EANOUT PER COB STD S W- T T YP, TYPE 'A' CATCH BASIN PER COB STD D -14 -0- T YP, STORM DRAIN & MANHOLE TYPE '4' PER COB E7D SW -4 TYP. STORM DRAIN & MANHOLE TYPE '4' PER COB 17D SW -4 i -- - EX. GROUND- -0 - -CE +— +0'573% +0.203% - - - - +— ov Cr�i 1 m Ee 12 jai C) - CD -- r- N — — 00 _ N 9 — — Ti 351 350 349 348 SHEET 19 pF 22 SHEETS 351 350 f 349 _ - 348 -0 R- D- -- — I N C-0 - r�— - SHEET 19 pF 22 SHEETS FLOWUNE CURVE DATA CURVE DELTA RADIUS TANGENT LENGTH 1� 90'00'00' 20.00' 20.00' 31.42' 02 90'00'00° 20.00' 20.00' 31.42' uf? Cm M J m A 24 + R/W O m 10 +00.00 w Lu 0 M Q °c° J U m m SEE SHEET 18 W 1 20 0 1 M � 5 Iw � -STD, CL III x� BARRICADE 00 U � R/W — � U I � E 25 m C6 Z M L12 0 0° u u- SEE SHEET 18 C%4 °O o °° CD I- rn o '4- w J Cl U NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ATIEET ALEA7 SCALE: H ORI Z. 1 " = 50' VE R T. 1 " = 2' UYIT 2 10 11 12 -- X. GROUND @ CL 350, - -- Imo— — = -_— - - - -= - - -- — � - ------ -�973X 349 I — 3T 2 �— - of ON RVE� - -- _ _ 348 J OR 347 - -- W CV M FL J VL INE 38 22' DW to a 22' Dw 37 36 22' DN L 22' Du 35 -EX. --GROUP -� 350 ------ - - - - -- - - 0-42W - t _ 349 --�O 7ft - 31.42. _ � CURVE cv 348 M -- tai M • C.9 3_47 cr_ — v I i cn L �ROVESSI0N9 FL p S 00'32'44" W 11 I N � /4�4p�GvR� E. � (TD CONS T. TYPE "B" CURB & GUTTERS L WITH 4.5 COMB. SIDEWALK -TYP. N w No. 35473 9/30/07 Iw � -STD, CL III x� BARRICADE 00 U � R/W — � U I � E 25 m C6 Z M L12 0 0° u u- SEE SHEET 18 C%4 °O o °° CD I- rn o '4- w J Cl U NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. ATIEET ALEA7 SCALE: H ORI Z. 1 " = 50' VE R T. 1 " = 2' UYIT 2 10 11 12 -- X. GROUND @ CL 350, - -- Imo— — = -_— - - - -= - - -- — � - ------ -�973X 349 I — 3T 2 �— - of ON RVE� - -- _ _ 348 J OR 347 - -- W CV M FL J VL INE 38 22' DW to a 22' Dw 37 36 22' DN L 22' Du 35 -EX. --GROUP -� 350 ------ - - - - -- - - 0-42W - t _ 349 --�O 7ft - 31.42. _ � CURVE cv 348 M -- tai M • C.9 3_47 cr_ — v I i cn L L EEEND ROBERT E. SMITH RCE 35473 �ROVESSI0N9 CITY MONUMENT ENCASEMENT PER COB STD ST -13 /4�4p�GvR� E. � (TD BE CDNST OR EXISTS AS NOTED) w No. 35473 9/30/07 STD, OIVIL COB OF C A0 ST -14 + 'T E. TX Lu N0.35473 T -1 Exp. H-t-CTIONS ly:le�A� 'fir r I L EEEND ROBERT E. SMITH RCE 35473 O /D- G DATE 350 349 348 347 —' 350 X349 P O R A T E D -- 3- 31 -UNI T-2 AIL AA4= U'L'-'-Y- SHEET 261 OF 22 SHEETS 348 347 l43? 1 STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TD BE CDNST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 + STD, CITY STREET NAME SIGN PER COB STD T -1 STD, WHEEL CHAIR RAMP PER C, O, B. STD, ST-19 AND AS REVISED CAL TRANS STD ST -4884 + C DRIVEWAY PER COB STD ST -4 AND T -IS �-- T YP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SV -4 �--- T YP, SEWER MAIN & CL EANOUT PER COB STD S V -6 -r T YP, TYPE 'A' CATCH BASIN PER COB STD D -14 � T YP, S TERM DRAIN & MANHOLE TYPE 'A' PER COB STD S61-4 sD. T YR STORM DRAIN & MANHOLE TYPE 'A' PER COB STD SV -4 O /D- G DATE 350 349 348 347 —' 350 X349 P O R A T E D -- 3- 31 -UNI T-2 AIL AA4= U'L'-'-Y- SHEET 261 OF 22 SHEETS 348 347 l43? 1 NOTES: PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. I f I I i SEX, DETAIL 22 0 1 I I I I I SCALE I O O O �Nco7 N J J + I~ w OM Z Z c~n m m HOR -IZr F'i VE R T. 1 of 10 = 50 31 = 2' 11 O N CO M M J r-Q d" W 0 SEE SHEE T 4 Lu �Oj FLOWLINE CURVE DATA CURVE DELTA Ckf RADIUS 0 r. Q ~ N 0 02 90'54'30" 0cr_ N O O 3 p O M N Cn J N 90'04'55" J ^ Q Lu D w O O WD O p in ck� CA W Z LLJ c= N J TABLE (W) Q > SEE PARABOLIC BAY TAPER + W Q r� -- SECTION B -B CAPPED IN PULL BOXES Z 12'X90' BAY TAPER in m (DETAIL 29' z m N z m O N CO M M J r-Q d" W 0 SEE SHEE T 4 Lu �Oj FLOWLINE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1 89'55'05" 29.96' 30.00' 47.08' 02 90'54'30" 30.48' 30.00' 47.60' 3 89'05'30" 29.53' 30.00' 46.65' 4 90'04'55" 30.04' 30.00' 47.17' ^ F-: J � O O O O M N � J J Ino 0 z z w E7 J �< + w J 0 O O "'co � M M Q O O [V O Qf O O O N v I•'") N 00 J N J ++ LO {¢- ca o w 0 7 01 J N Q n w o r'1AND01 SEE SHEET 7 FROM O O SEE SHEET 3 FOR STREET PLAN SEE SHEET 22 FOR MEDIAN PLAN F_ SEE SHEET 7 FROM O O 0 0 O c' W ^N � 18 +64.46 11.25 C4 00 18 +79.45 C� J Q OO N � 19 +09.45 CN CD J J ^ O w c 19 +24.42 O ZO TABLE 19 +39.44 M a SEE PARABOLIC BAY TAPER O CA W 12'X90' BAY TAPER °; �O O m MIN. + o CONDUITS SHALL BE m SECTION B -B CAPPED IN PULL BOXES 78 -4 (Comm In) TB -5 (Cantu Out) N cn w 0 v ti INSTALL WI -7 i WITH DMI -3 MARKER ^ ^ SEE SHEET 7 FROM 18 +49.44 0 0 O c' W ^N � 18 +64.46 11.25 18 +71.96 00 18 +79.45 9.00 Q OO N � 19 +09.45 CN CD J J Q uj H 19 +24.42 Qcl- ZO i ►a- o C3 19 +39.44 °z °Z °z O TB -2 w w w E ROCK SUMP, SEE BAY TAPER STATION FROM 18 +49.44 12.00 18 +56.96 11,81 18 +64.46 11.25 18 +71.96 10.31 18 +79.45 9.00 18 +94.45 6.00 19 +09.45 3.00 19 +16.94 1.69 19 +24.42 .75 19 +31.94 .19 19 +39.44 0.00 12 13 14 15 16 17 18 19 20 21 22 2211*01 =I >_ W � W W Q 0 CD Z O N Q C4 6.64' T C3 R4 -7 13.4 C2 R4- 7 C1 RESTRICTED ACCESS DETAIL NORTH TACK ON MEDIAN CURB 8" WIDE PER C.O.B. STD T -18 N.T.S. C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 INPUT PANEL #4 TANGENT WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR TB -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE TB1 -3 WHITE B AUDIO IN BLACK T81 -4 BLACK C AUDIO OUT RED TB1 -5 BLACK E AUDIO OUT GREEN T81 -6 GREEN TB -1 TB -1 TB -I ® P T. RADIAL TO CEN TERL 0 Te -1 TB -2 O O TB -2 TB -3 (Comm In) E ROCK SUMP, SEE MIN. TB-3 (Comm In) 78 -4 (Came In) CONDUITS SHALL BE �j FOR ADDITIONAL SECTION B -B CAPPED IN PULL BOXES 78 -4 (Comm In) TB -5 (Cantu Out) N 79-5 (Cann Out) TB -6 (Came Out) (NO.6 PULLBOX WITH EXTENSION SIMILAR) - L; ��, 7B -6 (Came Out) INTERSECTION INTERSECTION LOCATION A LOCATION B INT•ERCON_NECT DETAIL R= V MIN NTS CONDUIT LIDS SHALL READ "TRAFFIC SIGNAL" INTERCONNECT CONDUIT DETAIL ROBERT E. SMITH RUE 35473 QR FESS /OA, w No 35473 or-,y 9 30/07 1� T T lF CA\_\F t"RECORD DRA G" CORRECTION: ,�_ DATE .2 -/l DETAIL 29 CURVE DA41500-- CURVE 9 DELTA TANGENT LANE LINE- 4" .X 7' WHl STRIPE • 2'(50mm) CONDUIT 67.15' ) 12'(300mm EXTENSION v 0 0 3'(75mm) KNOCKOUT W(75mm) KNOCKOUT FOR 4' (100mm) MULTIDUCT OR MULTI - CONDUIT SYSTEM TYP, 134.21' VN) PA VEMENT MARKING ( W TE) P T. RADIAL TO CEN TERL (NOT REQUIRED FOR NO.5 PULLBOX) STD, STREET LIGHT - 2 000 LUMEN CLEAN CRUSHED E ROCK SUMP, SEE MIN. g STD PLAN ES-8 CONDUITS SHALL BE �j FOR ADDITIONAL SECTION B -B CAPPED IN PULL BOXES SECTION A -A DETAILS. N NO.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EXTENSION SIMILAR) - L; ��, NIg . j x r "•' ` 4' • • VARIES R= V MIN INSTALL 2'(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES VARIES R- 4 °(1.2m) MIN. r (1.2m) AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING Ilm SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 NOTE: TO BE USED ONLY WHEN DEGREES A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED 88 -2.05C 'INSTALLATION' OF THE STANDARD SPECIFICATION AT GUTTER UP LINE. IN ALL OTHER SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT CASES, CGNOW IS TO BE LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. PARTT BE ALONG ALL iHE�D � °'/°' ARTERIAL STREETS AS OF STANDARD STANDARD STREET IMPROVEMENT. OMISSION OF P_ 3tw budt INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE TRAFFIC SIGNAL ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF INTERCONNECT— cme Deems n= COMMUNICATION IS PROVIDED COMMUNICATION MASTER PLAN. IN THE CITY TRAFFIC AND PULL BOXES waE None MULTI-DUCT CONDUIT IS REQUIRED ON ALL SONET ' �� CITY �P BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC CALIFORNIA T -34 OOMMUNICATION MASTER PLAN an elaml PUBLIC WMM DEPARTMENT INTERCONNECT CONDUIT DETAIL ROBERT E. SMITH RUE 35473 QR FESS /OA, w No 35473 or-,y 9 30/07 1� T T lF CA\_\F t"RECORD DRA G" CORRECTION: ,�_ DATE .2 -/l DETAIL 29 CURVE DA41500-- CURVE 9 DELTA TANGENT LANE LINE- 4" .X 7' WHl STRIPE LENGTH 1� 05'07'35" 67.15' ) CHANNELIZING LINE - 8" 134.21' 05-07'35" 67.15' INSTALL TYPE IV ARREV TYP, 134.21' 23 Is 1# IV 0 24 LEGEND 25 CURB AND GUTTER CENTERLINE LANE LINE- 4" .X 7' WHl STRIPE w /17' SPACE BETWEEN S TPIPES PER CAL TRANS (DETAIL ) CHANNELIZING LINE - 8" WIDE PER CAL TRANS DETAIL 8 INSTALL TYPE IV ARREV TYP, (LEFT OR RIBHT AS VN) PA VEMENT MARKING ( W TE) P T. RADIAL TO CEN TERL WE S TA, STD, STREET LIGHT - 2 000 LUMEN SmithTech-*USA I N C O R P O R A T E D TRACT No, 6331 -LINE STRIPING PLAN AND IN TERCONNEC T CONDLII T EAST HOSKING A VE SHEET 21 OF 22 SHEETS 'ETAIL UE -06 DATE NOTES: O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN POCKETS ON TO HARDSCAPES. (SEE DETAIL BELOW) © CONSTRUCT MEDIAN OPENING PER C.O.B. SUBDIVISION DESIGN MANUAL STANDARD DRAWING T -15 (TYP.) O HATCHED AREA TO BE CONSTRUCTED WITH PHASE 2. �I �I 0 4 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS N� w /THERMOPLASTIC PAINT PER CAL -TRANS T! STD. SPEC. 8010- 21C -19 �I ml 0 CONSTRUCT MEDIAN PER COB STD T -4 F - - - -- EX. DETAIL 22- lal \1 I I I I I I I I SCALE: H ORI Z. 1" = 50' VE R T. 1 to = 2' BAY TAPER O � STATION 0 o E 35473 DATE 12 +51.34 `° I RT. 12 +61.34 4.25' 6.69' w � I RT. w ° RT. 12 +81.34 23 +51.29 I RT. Z pry 4.00' 2.00' M ul 13 +01.34 LT. d' O LT. 13 +11.34 3614'58" 3.00' LT. 354.0 7 5.50' LT. R = 200' 3 8.00' 11 13 +41.34 R26 (CA) 10.19' 1,0x00 13 +51.34 0.00' 353.9 O LT. H TP 13.00' LT. O co R26(CA) BAY TAPER O STATION STATION FROM E 35473 DATE 12 +51.34 5.00' RT. 4.81' RT. 4.25' RT. 7.00' RT. 12 +61.34 4.25' 6.69' RT. 12 +71.34 RT. 5.75' RT. 12 +81.34 23 +51.29 4.19' RT. 12 +91.34 4.00' 2.00' RT. 13 +01.34 LT. 0.50' LT. 13 +11.34 3614'58" 3.00' LT. 13 +21.34 7 5.50' LT. 13 +31.34 37.96' 8.00' LT. 13 +41.34 R26 (CA) 10.19' LT. 13 +51.34 0.00' 11.75' LT. 13 +71.34 13.00' LT. a ^^ J J -- o SEE PARABOLIC B o o BAY TAPER ® �7'7�, G331 Y ,! o/t/Ly QROF ESS i 0/v, _�,ORD DRAWING' - i � CO `, ROBERT E. SMITH R COFtFjIrCTIONS BY :_ez W No. 35473 DATE Z a /_pg 9/30/07 � - FROM STATION FROM E 35473 DATE 17 +00.31 17 +07.81 17 +15.31 5.00' RT. 4.81' RT. 4.25' RT. o AY TAPER o 0 0 17 +22.81 3.31 RT. J * * J��, TABLE � -� ^ °o 17 +30.31 200' RT. Of �� o �' Q b w w b Q10'X120' BAY TAPER o J z z 17 +45.31 1.00' LT. ° 191 p I V I o��` S v W W CL. ►- ¢ o 00 � 17 +60.31 4.00' LT. OF C AL �F v o o z ~ Sri w w ¢ Of F- 17 +67.81 5.31' LT. a m ``' z^ z ^ ``' U LO (n L � m W m W °z °z N 17 +75.31 6.25' LT. ° ^ o J o ° ^ m 17 +82.81 6.81' LT. °z o + + ° + ° n � + + � m Q ,., 17 +90.30 7.00' LT. o N N N° "`� Y m N r? `n ' n °o Mo TR. BNDY. ¢ N FUTURE MEDIAN L = 40.57' 3551 ° ^ r+ FUTURE MEDIAN R = X96; 21 +19.18 M R. - 60.00' TO BE CONSTRUCTED TO BE CONSTRUCTED TP w BAY TAPER BY OTHERS - -- �14 - -- 5 STATION FROM 353.5 BY OTHERS -- = - - - - - - 1 23 +06.29 5.00' RT. 23 +13.79 4.81' RT. 23 +21.29 4.25' RT. 23+28.79 3.31' RT. 23 +36.29 2.00' RT. 23 +51.29 1.00' LT. 23 +66.29 4.00' LT. j 23+69.11 4.53' LT. 13 +57.75 ------------�13 --- - - - DETAIL 38 } - TP . - -- - -- BY OTHERS - -- �14 - -- 5 15 +03.11 �- 1 R5 1 •A, �TP CL - - - -- - -- - -- t5 354.0_ 16 R6 -1(R' 0 3 TP 2 LAWN MOWER RAMP 17+60.17 1 - - - - -- - - -- - DETAIL 38 353.6 ® TP 353.5 BY OTHERS -- = - - - - - - 1 21 +09.10 - - 21 - TP ,,, 1 _ 353.8 - - - - - - - N 34x2 --------- 348.3 _ i - RETAIL M -1 LANDSCAPE MEDIAN i 353.5 R = 1 5 353.8 TYPE 'Q' MARKER (CA) TRACT M -1 LANDSCAPE MEDIAN 3�3.s TYPE �4 - - 1� X538- -M� - - - EX. EP - - - - - - 44'04'44' 24.29' R. = 200' A TP 46.16' 4 180'00'00' 0.00' 1.00' 3.14' o LAWN MOWER RAMP 15+14.16 BOUNDARY ° LO ° �"' LAWN DOWER RAMP 21 +3414 3614'58" DETAIL 38 2.00' 1.27 7 � 19.64 60.00' 37.96' 8 180.00'00" �, R26 (CA) R26 (CA) DETAIL 38 % o? 9 180'00'00' 0.00' R26 (CA) R26 (CA) '4 TACK ON MEDIAN CURB TO BE REMOVED 01 20 20 11 w z aq� NUMBER �[ TANGENT Q 25 C) I q UZ 28 =D (2 ) 6 V) 0.79' R26 (CA) '4 TACK ON MEDIAN CURB TO BE REMOVED 01 20 20 11 w z aq� R26 (CA) 29 ii; 31 EAST ff 0 SIi IYC A VENUE UNIT 1 AND OFFSITE SEE SHEET J FOR STREET PLAN SEE SHEET 21 FOR STRIPING PLAN 10 11 12 13 14 15 16 17 18 19 1� 11 0 N, T, S, SEC TIN A -A N, T, S, MEDIAN CURVE TABLE NUMBER �[ TANGENT RADIUS 25 26 � 28 R26 (CA) 29 ii; 31 EAST ff 0 SIi IYC A VENUE UNIT 1 AND OFFSITE SEE SHEET J FOR STREET PLAN SEE SHEET 21 FOR STRIPING PLAN 10 11 12 13 14 15 16 17 18 19 1� 11 0 N, T, S, SEC TIN A -A N, T, S, MEDIAN CURVE TABLE NUMBER DELTA TANGENT RADIUS LENGTH @ 179'53'18" 2050.03' (2 ) 43.02'14' 0.79' 2.00' 1.50' 3 44'04'44' 24.29' 60.00' 46.16' 4 180'00'00' 0.00' 1.00' 3.14' 5 1 180'00'00' 0.00' 100' 3.14' 6 3614'58" 0.65' 2.00' 1.27 7 3614'58" 19.64 60.00' 37.96' 8 180.00'00" 0.00' 1.00' 3.14' 9 180'00'00' 0.00' 1.00' 3.14' CD R26 (CA) I I �Ick� �I 10 20 1010 w 0 Q 0 0 TACK ON MEDIAN CURB TO BE REMOVED 20 21 22 123 LEGEND CURB AND GUTTER CENTERLINE LANE LINE- 4*' X 7' WHITE STRIPE w117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8" WIDE PER CAL TRANS DETAIL 38 �1 A INSTALL TYPE IV ARROI✓ T YR (LEFT OR RIGHT AS SHEVN) S� PAVEMENT MARKING (I✓HI TE) PT RADIAL TB CENTERLINE STA, 4 STD. STREET LIGHT - 22000 LUMEN PER COB STD -31 STREET NAME SIGN (METRO) PER COB STD S -40 . 1 TRAFFIC CONTROL SIGN - AS NOTED STD. WHEEL CHAIR RAMP SmithTeah USA I N C 0 R P R A T E D TRACT No, 5331-UNIT MEDIAN PLAN EAST HOS ING AVENUE SHEET 22 OF 22 SHEETS . . . � • . J W a 0 W ci M N E I�