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1.1-6444 Ph 2 & 3 Record Drawing
f 0 0 0 M ev Z T iy sr, 0 E I fo114E .,.r t'� r ci. ri Asa REVIEWED BY.• TRAFFIC ENGINEER, CITY OF BAKER5FIELU REVIEWED BY: ANT PUBLIC WORKS DIRECTOR, U I Y Ur bAKtKJr ItLU APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) SHEET No. INDEX (D TITLE- SHEET Q DETAILS --GENERAL NOTES O3 TOSCANA DRIVE ® DUBOIS PLACE, SANDWELL PLACE Q BOLZANO LANE, ALBERTVILLE LANE © WIGAN PLACE, EVORA LANE Q OLDHAM LANE ® DUNEDIN LANE, VALLERTA LANE SHELBURNE STREET 100 VALE ROYALE DRIVE 11 OSLO PLACE VIENNA PLACE, DOVER PLACE, LISBON PLACE 13 FRANCOIS LANE 14 BESANCON WAY 15 GRATZ WAY, SAINT GEORGE PLACE 16 COPENHAGEN PLACE,. LYON PLACE 17 NAPLES PLACE, KINGSPORT PLACE 18 PETERSBURG PLACE, TALLIN PLACE 1s RICHLAND HILLS LANE ® ORANGE HILLS PLACE, TORIN LANE Q CONWAY LANE, STOCKHOLM LANE 0 TORREY HILLS PLACE ® CHAMONIX LANE, TRAFFORD PLACE QI 0 z W i Jlz > PALADINO DRIVE { ESTIMATED QUANTITIES, NOT v J W Z TO BE USED FOR BIDDING PURPOSES W . S STREETS W POINT OF INTERSECTION 0.20' A.C./0.70' A.B. (LOCAL STREETS) 590,916 is i7 6,240 T.29 S., R.29 E. T.29 S., R.29 E. 23,815 L.F. PROJECT o S.F. SI TE 121,770 S.F. CROSS GUTTER (6' WIDE) 3,340 S.F. I 69 EA. STREET NAME SIGNS 43 EA. TRAFFIC SIGNS X EA. I 8,875 S.F. STREET LIGHTS (5800 LUMEN) POLE TOP �P EA. RO i 9 .r T.29 S., R.29 E. I T.29 S., R.29 E. 14CINI TY MAP NO SCALE THE SEASONS TRACT NO. 6444 -PHASE 2 & 3 STREET IMPROVEMENT PLANS 'D(e DATE 41 DATE CG DATE NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES MA TERIALS LIST CENTERLINE { ESTIMATED QUANTITIES, NOT v FLOWLINE TO BE USED FOR BIDDING PURPOSES BEGIN CURB RETURN E.C.R.- STREETS P.I.- POINT OF INTERSECTION 0.20' A.C./0.70' A.B. (LOCAL STREETS) 590,916 S.F. 4" ROLL TOP CURB AND GUTTER 6,240 L.F. 6" CURB AND GUTTER 23,815 L.F. 6" THICK. DRIVE APPROACH 30,470 S.F. 4" THICK SIDEWALK 121,770 S.F. CROSS GUTTER (6' WIDE) 3,340 S.F. SURVEY MONUMENT ENCASEMENT 69 EA. STREET NAME SIGNS 43 EA. TRAFFIC SIGNS X EA. WHEEL CHAIR RAMPS 8,875 S.F. STREET LIGHTS (5800 LUMEN) POLE TOP XX EA. X lD X AS -BUILT ENGINIEERIS NOTE : THOSE FoRTLONS OF THE FK NORTH NORTH OFTOSCANA DRIVF, AME D IrAST OF SH4 VR.ME ORlif6 5ROWN Ars (;0I.2AN0 LAME DUBOIS PLAGE, AL,BGItTVIL1.19 LANE, CHAMONIX LAN 4 CONWAY LANE, ?ORREY HILLS PLACE, TORRIN L-41NE AND STOC14 HOLM LANE HAVE BEEN RE-ENTJTL-Cb AS PHASES S, 8 413. PIE -IA rH 6 886 7 �M�PRO VEMENT FLAN OF TRACT 6444 KEY MAP -N- SCALE: 1'=200' J CENTERLINE { DRIVEWAY v FLOWLINE B.C.R.- BEGIN CURB RETURN BENCHMARK USED: U. S. G. S. Y-292, ELEVATION=782.57A C IN 9" CONC. PAD 14.5' N. W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWA Y 178 AND LENE PLACE. w.- w r%U ♦ Bl- 4 Np, 42038 CAP: 03/31/16 LEGEND V V Q� W�4 O v = 0 �� v joN�J °ZE 00 �. WS oOZ 00000 z�zo �WQW ooh � v w1 W W� nova �Q�W i��ct� Opp= Qo��m o � et L � Q'K ��o ZwmQW O0W0 wVOjLw � V WZg � Z�Wm QROf ESsm RCE 43130 * Exp. 3-31-08 CIVIL FOF CA`�F SIZ4114 CL- CENTERLINE DWY.- DRIVEWAY FL- FLOWLINE B.C.R.- BEGIN CURB RETURN E.C.R.- END CURB RETURN P.I.- POINT OF INTERSECTION E.C.- END CURVE B.C.- BEGIN CURVE P.I.V.C.- POINT OF INTERSECTION VERTICAL CURVE P.O.V.C.- POINT ON VERTICAL CURVE B.V.C.- BEGIN VERTICAL CURVE E.V.C.- END VERTICAL CURVE P.O.C.- POINT ON CURVE O3 SHEET INDEX NUMBER —�- DIRECTION OF DRAINAGE 0 CONCRETE MONUMENT + STREET NAME SIGN i JOB&. 04-158 MGA/0.: 04158ST-PH2 , DATE 051301063 DRIMBY CHEMED BY SHEET OF 23 4 W _ p _ , -.� _ .. � � ...d � _.•cam,. x +�_. 3c. pi w Z ! � J f; CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL S-39. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVE 24 HOURS NOTICE (661) 326-3049. 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 7. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND A MAXIMUM WATER/ CEMENT RATIO OF 0.50. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CIN OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. 10. THE CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 11. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF 1,3 SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN-PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 12. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 957o SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 13. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 14. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 15. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 16. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY THE CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 17. NEW STREETS SHALL BE EXTENDED AT INTERSEC11ONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A 11E INTO EXISTING STREET PAVEMENT. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT ON TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20. PINNACLE CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 22. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES T 0 HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 24. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY REPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 26. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 27. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 28. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 29. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. ASPHALT CONCRETE PAVING 1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, " ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC11ON 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DESITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD 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 T HE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. A. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNCETIONS AND PRIVATE DRIVES, WHERE SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 10. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 13. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE ASPHALT CONCRETE REPRESENTED BY T HAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 14. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY . EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 15. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SEC11ON 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 16. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK." BASE MATERIAL IN LOCAL ROADS SHALL EITHER BE CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." THE FOLL O�/i/G C/TY OT B,911'Efr�SF/ELD ST,430141,�z2 D�'A�/1/GS Sh,9LL BE CONS122�/ QED 20' 20' 20' .4 /0,4PT OF TiL/ESL� PL,9/VS. (ICOA171,F,9CTOrQ TO OBT.4//V LATEST ED/T/O/V �/Efi�EOT� 2' 6" TYPE "B" CURB & GUTER VARIES 6' VARIES C/TY SIV NO. DESCfl/PT/ON W/ 4.5' WIDE SIDEWALK 2' C/TY STD. NO. DESC1?1R101V ��1 A 2% MIN.29,' MIN ® S-1 CUr?B AND G(/TTEfT �TY/'E "4 ; 9" AND "C% ® S_J5 woo- C.4'OSS-GIlTTEfi' AGG. BASE OVER 0.50' NAT. GROUND COMPACTED TO 9590 Q Q ❑ S-2 CD�l1�l1Ek'C/.4L Or?/YEIY.9Y ® 5-36 illED/.4N CUFr'BS TYPE Z A* 2� 2-0.1 MIN� ® S-3 SIVZ0 ZA' (MEANDERING) HAND/CAP 441PS FRESLOPEBPARAME ERSS-27 ® 5--� APES/DENCE Ofi'/I�EIYfI Y ❑ S-�f2 Pfd1l1,41E ST?EET GATES GROUND COMPACTED TO 95% GUTTER AND SIDEWALK ® S-5 HOUSE NUiL1BEfi' FOR CUh'BS ❑ S-�.� f�ZTUSE CONTA11110? f'AD ❑ S7-6 R,4 k0fENT PATCHES ® S-40 Sli?EET S/GN, POST TYPE FOR SLOPE PARAMETERS q TYPICAL ® S->7 Cf�OSS-GI�TTEfTS ® S-37 41.4.10? COLLEC- 70,? 1704NS/T/ON (PRI VA TE) ❑ S-18 26 INCH 10,412T CIRCLE CUL 110?7 Q S-15 S1,0Z- 4Lf( UNDEfi'D,f,41N ❑ S-25 STREET SPEC/T/CATIONS ❑ S-9 D.?N/N.9GE BAS/N 2' _ 2% MIN. STREET SECTIONS ® 5-12 CATCH -BASIN, TYPE A " ® S -26A STREET SECTIONS COMPACT UNDER CURB, C.O.B. STD. S-1. CNTCh'-BNS/N, T)FZ- A- " GUTTER AND SIDEWALK (TYP.) TYP. 6" MIN. TO 90% ❑ 5-27 SAFZ-,T ClfOSS SECTIONS 0 S-7 41NNIYOLE, T)PE A " N711,OfOP CONNECTION MAX. DENSITY. ❑ S-28 ALLEY CROSS SECTION 9 S-8 T/',4W-S & COk0f TOR 41NNHOLES & CLENNOI1TS FOR SLOPE PARAMETERS ® S-29 SURIk£Y 410N_111ENT ❑ S7-22 Tf A161' 1 BACf(T/LL NND COrL1PNCT/ONi?EQ,110?Zi &N_ 1'S cr. 0 * S71i'EET L/GNT, 41,4ST ,*?41 TYPE ❑ T-34 TRAFFIC S/GNNL /NTEf�CONNECT - `ff1NG ® S -3,T CUL DE -SACS NND PULL BOXES ®s1REEr.1rN!/cfrLE CALTRANS STANDARDS: *lf79ER0L,4SS STi?EET LIGHTS N07 -.&Z Oiff V ® ?SPA e94 NNND/CAP R,41t1PS ,aG��EEO E 6•,. R/W C/L 44' 1 31' 24' 20' 20' 20' 10' 20' C: 3' 4.5' 2.5 2' 6" TYPE "B" CURB & GUTER VARIES 6' VARIES N 711 co W/ 4.5' WIDE SIDEWALK 2' `r y ��1 A 2% MIN.29,' MIN 2% 0.20' A.C. PAVING OVER 0.70' 6" TYPE "B" Lc AGG. BASE OVER 0.50' NAT. GROUND COMPACTED TO 9590 Q Q COMPACT UNDER CURB, GRADE LINE MAX. DENSITY. CURB & GUTTER GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% � Q 2� 2-0.1 MIN� SIDEWALK 60" RIGHT -OF -WA Y (MEANDERING) FRESLOPEBPARAME ERSS-27 0.20' A.C. PAVING OVER 0.70' TYPICAL LOCAL STREET SECTION AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB, NOT TO SCALE GROUND COMPACTED TO 95% GUTTER AND SIDEWALK GRADE LINE MAX. DENSITY. (TYP.) 6" MIN. TO 90% MAX. DENSITY. 75" RIGHT -OF -WA Y * SEE .C.O.B. STD. DWG. S-27 0 FOR SLOPE PARAMETERS q TYPICAL STREET SECTION 2 NOT TO SCALE mw (PRI VA TE) R/W 11' 3'-5' VARIES 4.5' 2' SIDEWALK (MEANDERING) R/W CA R/W 30' 1 . 30' 10' 20' 20' co0 10' 3' 4.5' 2.5 C: 3' 4.5' 2.5 2' 6" TYPE "B" CURB & GUTER 0 N 711 co W/ 4.5' WIDE SIDEWALK 2' `r y ��1 A 2% MIN.29,' MIN 2% 0.20' A.C. PAVING OVER 0.70' Lc AGG. BASE OVER 0.50' NAT. GROUND COMPACTED TO 9590 Q Q COMPACT UNDER CURB, GRADE LINE MAX. DENSITY. GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% � Q MAX. DENSITY. � A 60" RIGHT -OF -WA Y FRESLOPEBPARAME ERSS-27 B TYPICAL LOCAL STREET SECTION 2 NOT TO SCALE (PRI VA TE) U U 0 0 mw mw 13.5' 13.5' V 12.5' 12.5' 1' MIN. 2% 2' _ 2% MIN. 4" TYPE "C" ROLL TOP 020' A.C. PAVING OVER 0.50' 7AGG. CURB AND GUTTER PER BASE OVER 0.50' NAT. COMPACT UNDER CURB, C.O.B. STD. S-1. GRADE LINE GROUND COMPACTED TO 95% GUTTER AND SIDEWALK (TYP.) TYP. 6" MIN. TO 90% MAX. DENSITY. MAX. DENSITY. * SEE C.O.B. STD. DWG. S-27 27" RIGHT -OF -WA Y FOR SLOPE PARAMETERS C TYPICAL RESIDENTIAL ALLEY SECTION 2 NOT TO SCALE (PRI VA TE) PROPERTY-` LINE 2' cc 2' FLOWLINE 4' 2' > GUTTER A T ENTRANCE TO RESIDENTIAL ALLEY NOT TO SCALE (PRI VA TE) SEE LIP DETAIL----' PER C.O.B.STD. DWG. S-41 PLAN VIEW GROOVE PER NOTE 7, C.O.B. STD. DWG. S-41 6" �_ r SECTION 8-8 6' MIN. TOP OF RAMP ROUNDE ' _F --MAX. ------- 3. SECTION A -A HANDICAP RAMP A T ENTRANCE TO RESIDENTIAL ALLEY NOT TO SCALE AINING CURB 04-'58 co0 4 05/30/06 C: 00 Q Q m/(v ��M Q 0 N 711 co ✓ `r y ��1 A C cl 1 ik Lc 14w 2' FLOWLINE 4' 2' > GUTTER A T ENTRANCE TO RESIDENTIAL ALLEY NOT TO SCALE (PRI VA TE) SEE LIP DETAIL----' PER C.O.B.STD. DWG. S-41 PLAN VIEW GROOVE PER NOTE 7, C.O.B. STD. DWG. S-41 6" �_ r SECTION 8-8 6' MIN. TOP OF RAMP ROUNDE ' _F --MAX. ------- 3. SECTION A -A HANDICAP RAMP A T ENTRANCE TO RESIDENTIAL ALLEY NOT TO SCALE AINING CURB JOBNo.: 04-'58 9 . 4 05/30/06 C: O Q Q m/(v ��M Q 0 � U y ��1 A O W Lc 14w Q Q V � Q gQ v � � A o JOBNo.: 04-'58 W Q 4 05/30/06 DMWNBY ✓V CHEC/E 0BY m/(v W SHE ��1 A O W Y gQ v � o W Q O W JOBNo.: 04-'58 MGM: 04-1588T-PH2 DA TF 05/30/06 DMWNBY ✓V CHEC/E 0BY m/(v SHEET 2 OF 23 SHE S �K���� �FZs� 9� �k FINE ISLE k � °�, �� ■ �s \ ; r, m �r ■ LOT A Ya 16 sv 00 �OF A515 , �I3 oC l9 I A- J C. y- yJ► oo 5� Pik _ ) • U, 0 1ACCCL y" M►4 AV 11 OF - 1 LAN k4 N �LD ON i S y: $ T j ss n�cqJ J 42 43 44 1 45 ��, ��•..__i � !moi '� � . ��� - o.. .:�N��. �.r_e� SS ..��� GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENTI DELTA C1 166.65 280.00 85.88 34'06'08" C2 36.00 20.00 25.21 103'08'31" C3 29.06 20.00 17.77 83'14'37" C4 170.20 320.00 87.17 30'28'30" C5 27.92 20.00 16.78 79'59'14" C6 33.02 20.00 21.68 94'36'26" C7 1 53.07 280.00 26.62 10'51'35" C8 30.19 20.00 18.81 86'28'4 " 00 �OF A515 , �I3 oC l9 I A- J C. y- yJ► oo 5� Pik _ ) • U, 0 1ACCCL y" M►4 AV 11 OF - 1 LAN k4 N �LD ON i S y: $ T j ss n�cqJ J 42 43 44 1 45 ��, ��•..__i � !moi '� � . ��� - o.. .:�N��. �.r_e� SS ..��� GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C9 66.72 320.00 33.48 11'56'44" C10 31.42 20.00 20.00 90'00'00' C11 31.42 20.00 20.00 90'00'00" C12 113.96 3313.00 56.98 1'58'15" C13 31.66 20.00 20.24 90'41'46" C14 257.20 3313.00 128.66 4'26'53" C15 287.18 3353.00 143.68 4'54'26" 00 �OF A515 , �I3 oC l9 I A- J C. y- yJ► oo 5� Pik _ ) • U, 0 1ACCCL y" M►4 AV 11 OF - 1 LAN k4 N �LD ON i S y: $ T j ss n�cqJ J 42 43 44 1 45 ��, ��•..__i � !moi '� � . ��� - o.. .:�N��. �.r_e� SS ..��� INSTALL W-31(CA) SIGN WITH ILJ ?y: W) ZCL - BOUNDARY OF TRACT IF ADJACENT '- PHASE IS NOT CONSTRUCTED AT w SAME TIME. REMOVE AND SALVAGE SHEET SIGN WITH CONSTRUCTION OF N ADJACENT PHASE. �1 U m D r, f + .. `3 + +1 N O Z z Qm a LiQ.'_' U J (no Q "N a 00 �OF A515 , �I3 oC l9 I A- J C. y- yJ► oo 5� Pik _ ) • U, 0 1ACCCL y" M►4 AV 11 OF - 1 LAN k4 N �LD ON i S y: $ T j ss n�cqJ J 42 43 44 1 45 ��, ��•..__i � !moi '� � . ��� - o.. .:�N��. �.r_e� SS ..��� wil C12 N F/ S W y l C,, G1 _ �j� t G�� 3 ��u' G�^� 14 30" gp S -- � � 3 1 2 � � 2 3 VERTICAL: 1"= 5' Q N 1$ 1 � 1 �10 HORIZONTAL: 1 "= 50' s FL 1+67 S10OWY• 00 FL +71 . 20 DWY. AFL +3 DWY4 FL +73 T� "84 FL 4+93 D Y pREy' y�� v FL 1+97 5 5 w �S� S �S > a 9vY. gry DY. DWY. �I ,�Y FL 2+04 _ o g ' 2?) TRAFFORD o a- N DUBOIS SANDWELL W Q a 30 a Q J Q W W PLACE PLACE c 0 PLACE z z a- � 0 (SEE SHT. 4) (SEE SHT. 4) cn Y CONSTRUCT/O/V NOTES (SEE SHT. 23) 0 � Q Q Z Z _ = 0o a O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 0 o N a o � Q 04 = � N W/5 W/DE STANDARD TYPE SIDEWALK PER STD DWG S-3 tn co 000 m 00 00 Nm 00w aa. (UNLESS OTHERWISE NOTED) N o 0 co _ '`� K? O °'• _ :ri ori �i = �� + + c + + to O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A + co cn cn of Of o + + Q + + `�° O ca> ± ++ + +Q AA' a to in n M U d' to o' � � � O3 CONSTRUCT TYPE A CA TCH BASIN PER C. 0. B. S7D. DWG. S-12 -J J J � J J J U J J U- c L- 0 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. B. STD. DWG. S-29 0C-) LAW 1� 0 c0 �m vv ww �,.v i m �w �� �m �w i � i � vv G�NEER INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 INSTALL AT PHASEE BOUNDARY A) SIGN WITHNDARY OF TRACTTIF ADJACENT MARKER =Q�',`�.�P O O0o d0 OUF o o M 1 -}- /INSTALL STREET NAME SIGN PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WI J -- PROPOSED R/GHT-OF-WAY ITH W v Y dM rj > CONSTRUCTION OF ADJACENT PHASE. ; e- Ir X O s"s PROPOSED SEWER T0,9CA NA L�PRI W,<V' -fsD PROPOSED STORM -DRAIN E DATA UNLESS OTHERWISE NOTED. / \ ALL STA n0NING /S BASED ON CENTERLIN (PRIVATE) . 50:.....................:.....................:.... O ....... 7 cz M750• .........:......... ......... .... in 00' 00 O N se• � Q�fl Lo 10- r.r oi ON N to p M 0 N .........+^ N . � +�N ++to� ........ ....... 6 Mr- N 1- J 0 ° J C J, ; 745 Jit { s ° �-:.........:.........:.........:.........:.........:.........:..... �- : ' ...... ; 4- m :. .................... EXIST GROUIJD ....................... J � GFL CUR VE 745 0 p .......:.................. 3 3:; , m : ` 3 �' : " : 0 J a €p m s a s AT GUTTER FL (LT) �,/ x 3 a- u - DISTANCES ,� :..........:..........:...... . �. v- s�zt�l6 :... :.... :.........:..... :...........................:.........:............... ..:,...... ..l... _ �v�O1NE63 b �!J 33.02. :.. _.. :.. .... 740 .......... ... ........................................................., :..`_'... ��. 60 7.75' ......... g _ �Y -� 740 .........:........... ..... ... .. � _, .... : � o`� O3 45.32' : y: ti u- u: .. :� .... FL (LT) .. :.... :. w 4 .. cw. Q.. 4 31.42' "=; :... :.... N ........:......EXIST GROUND ..:.........:...... : e ....... 3 '. o o ` I> 4 ^ �ln (� LIQ a / �5 31.42' Ln n I` v �: AT GUTTER FL (LT) :............................... Z . z .00% °� ��tid 735 j N N ..i �.......................... :.:._� - -T .... ,. Q . 57% �'''- ��15/ g'�P © 30.19'735 ......... .......... . ........:....s#j ..... r w Q7 IL 7.75' ..:..........:..........:..........:..........:..........:.. ....... . PROPOSED• CA.TCfi! BAS,I/I! ® 31.42' PROPOSED' GUTTER ........... ......... L .. , PROPOSED GUTTER O9 31.42' FL (LT) 0. S2% . ; FL (L•T) :.........:...IDENTICAL: POINTS :.......... .......... :.......... :.......... :.......... :..........:..........:........ :730 10 31.66' 0 84%' --- "..:�- .. ........... : ... :......... ; .........:...... . 730 ' _.._.-- --- -- PROPOSED • CATCH BAS/N 11 .66' - ::.........:.........:.........:.................... :.......... :.......... :....... ........................ :.......... :.......... :...... ....:........ 1 1.72' 31:.........:..........EXIST GROUND ....:.........:.........:.........:.........;.........:......... Q AT GUTTER FL (LT) 725 .............. 725 ..... ............. ...... + ....... 4+00.......:....... 5+00.......:....... 6+00............... 7+00............ $+00 9+00 10+00 11 +00 12+00 13+00 14+00 1 +00 •2+00� 3 00 NORTH FL OWL/NE PROF/LE ........................... 50 ....................................... 7 750: .^�. .r�. . to Iq �.co .co .�� to �. .Q. .0 .o.�. W)� 00� O dppi �O ��' o� 000 co n n Lo Nt 00M 00 to u7 m t� to cfl to c0 cV co O~ co N N u7 r N �`) N M M Lo M N N ... d N .:. cfl O c� a0 co N M. MN . , . . . . . . . �. . . . N i�cV �`)N NIN\. �. �. v• +n• I`h i� +� t`; +h' :+r. M �. .+�;. .+� �N` +�. +^ tr .M �. .M 0? �� � �' co 00 C) 0: d' O� Om OU Tm d' 04 C-4 �m M r4 m m Mm v 0 J a J0 v v _, v Jv w0 w m ww 1.�� a c0 v c� v• v-�f�...:......... :745 Lo U _J 0 O w Lb 1+- W tJi u m Ia` W ti. OL m ... . . . . . . J ............ .: w. .:. 01 .J t,.l:. .J .- ii L- L� 745..........:.0° w...........:.........:........ �. .... :.........:.... m.. ; `�: m " / N 1 Uw m w ................: .. ........................................to ...................: : 31.42' 10 ..... 12. �...:..........:......... :740 3 :.. ®. .......:... ON CURVE 11 740 CIA _ 6 ... ....... :.. ..................................... _0.519' .... 2.22% ... a 31:42 EXIST GROUND ! EXIST GROUND 6`��0 PROPOSED GUTTER ON CURVE / AT GUTTER FL (RT) % 0.51 �.......:...... :......... .. 35 : 27:92' 7 :.........:.........:.� .. . GUTTER FL (R00 T) _ .... FL (RT) Q 7 Ln 735 ON CURVE tT7-5% i O- ........ . > .... �. ' ....... ' ...... ..... .. ..... .. ......... ... .... Zg% ........--0.5 . .. .... PR.OP.O°SEO. CATCH. BAS//N : ✓"" : 2,1.1 � :......... .......:. ..... ..:........:....................:..........:......... PROPOSED GUTTER ul ... •o• :(i.76% FR (RT) ED GUTTER FL (RT) ; s RROROSEO CA 71 .................TCf� BAS/N 730 P fr�OPOSEO CATCH BAS/N IDENTICAL PAINTS :..........:................................................... . 730. :... a �2% 0.:......:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..........:. . NPROPOSED CATCH BAS/N :.........:.....AT ) ::.........:.........:.........:.........;:: ........... .........:..............................:..... ................... EXIST: .....:.........:.........:.........:.........:.................. RT .... GUTTER FL:.........:......... ..................... . .... :725 725 = ........................ + ................. 4+00.......... 5+00.... 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 ................. 4 00 1+00 2+00 .3 00 N _ SOUTH FL OWL/NE PROF/LE co Ln IV 0 INSTALL W-31(CA) SIGN WITH MGM: 044.359ST-PH2 OM4-3 MARKER AT PHASE - BOUNDARY OF TRACT IF ADJACENT '- PHASE IS NOT CONSTRUCTED AT w SAME TIME. REMOVE AND SALVAGE SHEET SIGN WITH CONSTRUCTION OF N ADJACENT PHASE. �1 U m FALKIRK PLACE (PHASE 1) 46 N �f� 31 5 32 wil C12 N F/ S W y l C,, G1 _ �j� t G�� 3 ��u' G�^� 14 30" gp S -- � � 3 1 2 � � 2 3 VERTICAL: 1"= 5' Q N 1$ 1 � 1 �10 HORIZONTAL: 1 "= 50' s FL 1+67 S10OWY• 00 FL +71 . 20 DWY. AFL +3 DWY4 FL +73 T� "84 FL 4+93 D Y pREy' y�� v FL 1+97 5 5 w �S� S �S > a 9vY. gry DY. DWY. �I ,�Y FL 2+04 _ o g ' 2?) TRAFFORD o a- N DUBOIS SANDWELL W Q a 30 a Q J Q W W PLACE PLACE c 0 PLACE z z a- � 0 (SEE SHT. 4) (SEE SHT. 4) cn Y CONSTRUCT/O/V NOTES (SEE SHT. 23) 0 � Q Q Z Z _ = 0o a O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 0 o N a o � Q 04 = � N W/5 W/DE STANDARD TYPE SIDEWALK PER STD DWG S-3 tn co 000 m 00 00 Nm 00w aa. (UNLESS OTHERWISE NOTED) N o 0 co _ '`� K? O °'• _ :ri ori �i = �� + + c + + to O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A + co cn cn of Of o + + Q + + `�° O ca> ± ++ + +Q AA' a to in n M U d' to o' � � � O3 CONSTRUCT TYPE A CA TCH BASIN PER C. 0. B. S7D. DWG. S-12 -J J J � J J J U J J U- c L- 0 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. B. STD. DWG. S-29 0C-) LAW 1� 0 c0 �m vv ww �,.v i m �w �� �m �w i � i � vv G�NEER INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 INSTALL AT PHASEE BOUNDARY A) SIGN WITHNDARY OF TRACTTIF ADJACENT MARKER =Q�',`�.�P O O0o d0 OUF o o M 1 -}- /INSTALL STREET NAME SIGN PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WI J -- PROPOSED R/GHT-OF-WAY ITH W v Y dM rj > CONSTRUCTION OF ADJACENT PHASE. ; e- Ir X O s"s PROPOSED SEWER T0,9CA NA L�PRI W,<V' -fsD PROPOSED STORM -DRAIN E DATA UNLESS OTHERWISE NOTED. / \ ALL STA n0NING /S BASED ON CENTERLIN (PRIVATE) . 50:.....................:.....................:.... O ....... 7 cz M750• .........:......... ......... .... in 00' 00 O N se• � Q�fl Lo 10- r.r oi ON N to p M 0 N .........+^ N . � +�N ++to� ........ ....... 6 Mr- N 1- J 0 ° J C J, ; 745 Jit { s ° �-:.........:.........:.........:.........:.........:.........:..... �- : ' ...... ; 4- m :. .................... EXIST GROUIJD ....................... J � GFL CUR VE 745 0 p .......:.................. 3 3:; , m : ` 3 �' : " : 0 J a €p m s a s AT GUTTER FL (LT) �,/ x 3 a- u - DISTANCES ,� :..........:..........:...... . �. v- s�zt�l6 :... :.... :.........:..... :...........................:.........:............... ..:,...... ..l... _ �v�O1NE63 b �!J 33.02. :.. _.. :.. .... 740 .......... ... ........................................................., :..`_'... ��. 60 7.75' ......... g _ �Y -� 740 .........:........... ..... ... .. � _, .... : � o`� O3 45.32' : y: ti u- u: .. :� .... FL (LT) .. :.... :. w 4 .. cw. Q.. 4 31.42' "=; :... :.... N ........:......EXIST GROUND ..:.........:...... : e ....... 3 '. o o ` I> 4 ^ �ln (� LIQ a / �5 31.42' Ln n I` v �: AT GUTTER FL (LT) :............................... Z . z .00% °� ��tid 735 j N N ..i �.......................... :.:._� - -T .... ,. Q . 57% �'''- ��15/ g'�P © 30.19'735 ......... .......... . ........:....s#j ..... r w Q7 IL 7.75' ..:..........:..........:..........:..........:..........:.. ....... . PROPOSED• CA.TCfi! BAS,I/I! ® 31.42' PROPOSED' GUTTER ........... ......... L .. , PROPOSED GUTTER O9 31.42' FL (LT) 0. S2% . ; FL (L•T) :.........:...IDENTICAL: POINTS :.......... .......... :.......... :.......... :.......... :..........:..........:........ :730 10 31.66' 0 84%' --- "..:�- .. ........... : ... :......... ; .........:...... . 730 ' _.._.-- --- -- PROPOSED • CATCH BAS/N 11 .66' - ::.........:.........:.........:.................... :.......... :.......... :....... ........................ :.......... :.......... :...... ....:........ 1 1.72' 31:.........:..........EXIST GROUND ....:.........:.........:.........:.........;.........:......... Q AT GUTTER FL (LT) 725 .............. 725 ..... ............. ...... + ....... 4+00.......:....... 5+00.......:....... 6+00............... 7+00............ $+00 9+00 10+00 11 +00 12+00 13+00 14+00 1 +00 •2+00� 3 00 NORTH FL OWL/NE PROF/LE ........................... 50 ....................................... 7 750: .^�. .r�. . to Iq �.co .co .�� to �. .Q. .0 .o.�. W)� 00� O dppi �O ��' o� 000 co n n Lo Nt 00M 00 to u7 m t� to cfl to c0 cV co O~ co N N u7 r N �`) N M M Lo M N N ... d N .:. cfl O c� a0 co N M. MN . , . . . . . . . �. . . . N i�cV �`)N NIN\. �. �. v• +n• I`h i� +� t`; +h' :+r. M �. .+�;. .+� �N` +�. +^ tr .M �. .M 0? �� � �' co 00 C) 0: d' O� Om OU Tm d' 04 C-4 �m M r4 m m Mm v 0 J a J0 v v _, v Jv w0 w m ww 1.�� a c0 v c� v• v-�f�...:......... :745 Lo U _J 0 O w Lb 1+- W tJi u m Ia` W ti. OL m ... . . . . . . J ............ .: w. .:. 01 .J t,.l:. .J .- ii L- L� 745..........:.0° w...........:.........:........ �. .... :.........:.... m.. ; `�: m " / N 1 Uw m w ................: .. ........................................to ...................: : 31.42' 10 ..... 12. �...:..........:......... :740 3 :.. ®. .......:... ON CURVE 11 740 CIA _ 6 ... ....... :.. ..................................... _0.519' .... 2.22% ... a 31:42 EXIST GROUND ! EXIST GROUND 6`��0 PROPOSED GUTTER ON CURVE / AT GUTTER FL (RT) % 0.51 �.......:...... :......... .. 35 : 27:92' 7 :.........:.........:.� .. . GUTTER FL (R00 T) _ .... FL (RT) Q 7 Ln 735 ON CURVE tT7-5% i O- ........ . > .... �. ' ....... ' ...... ..... .. ..... .. ......... ... .... Zg% ........--0.5 . .. .... PR.OP.O°SEO. CATCH. BAS//N : ✓"" : 2,1.1 � :......... .......:. ..... ..:........:....................:..........:......... PROPOSED GUTTER ul ... •o• :(i.76% FR (RT) ED GUTTER FL (RT) ; s RROROSEO CA 71 .................TCf� BAS/N 730 P fr�OPOSEO CATCH BAS/N IDENTICAL PAINTS :..........:................................................... . 730. :... a �2% 0.:......:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..........:. . NPROPOSED CATCH BAS/N :.........:.....AT ) ::.........:.........:.........:.........;:: ........... .........:..............................:..... ................... EXIST: .....:.........:.........:.........:.........:.................. RT .... GUTTER FL:.........:......... ..................... . .... :725 725 = ........................ + ................. 4+00.......... 5+00.... 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 ................. 4 00 1+00 2+00 .3 00 N _ SOUTH FL OWL/NE PROF/LE co Ln IV 0 JOBNo.: 04-158 MGM: 044.359ST-PH2 DATE.• 05/30/06 9R4WNBY- JV CHECKEDBY MKv SHEET 3 OF 23 SHEET N N �1 z Q � a ' v Q U 3 Q % I✓ tn N en JOBNo.: 04-158 MGM: 044.359ST-PH2 DATE.• 05/30/06 9R4WNBY- JV CHECKEDBY MKv SHEET 3 OF 23 SHEET p Vit• � �rti ' � �� �. - CONSTRUCT/ON NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. S 7D. DWG. S-1 W15' WDE STANDARD TYPE SIDEWALK PER S7D DWG S-3 (UNLESS OTHERWISE NOTED) 20 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A CONSTRUCT TYPE -A - CA TCH BASIN PER C. 0. 8- S 7D. DWG. S-12 O C.O.B. S7V. DWG. S-29 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. - INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S -JI INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY -8"s- PROPOSED SEWER -fSD- PROPOSED STORM -DRAIN GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 152.64 42.00 167.05 208*13'30" C2 27.46 42.00 14.24 37*27'45" C3 1 16.51 42.00 8.42 22*39'48" C4 24.36 - 35.00 12.70 39*52'43" C5 30.79 35.00 16.47 50*24'28" C6 217.62 320.00 113.21 38*57'52" C7 86.03 280.00 43.37, 17*36'33" C8 37.11 280.00 18.58 7*35'40" C9 57.79 280.00 29.00 11'49'31" clo 31.42 20.00 20.00 90*00'00" Cll 27.13 35.00 14.29 44-29'55" C12 1 197.061 42.00 42.86 268-49'50" C13 1 31.661 20-00 20.24 90*41'46" CL 1 +00-00 CENTER CUL FL HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' TOSCANA DRIVE (SEE SHT. 3) V) V) 8 CL1+00.00 SANDWELL PLACE= CV CL 12.00.04 TOSCANA DRIVE d) 0 _jl_j o6 + LL. U_ 04 V_ 0 + _j 0 U- a_ LLfL PLA cwo;�E (PRIVATE) ......... 745 -745 .......... ......... M00 co (000 a r- co 0 0 0) co co rl, to cq (" -CD Lo m to Go 7 -� C! I* � ...... ........ r�z & ....... f -i C; ......... cflrn ...... ................... r,�,o Lo 0 O. ....... oi - ci %-- -,q. �-Lm r4l) po tote 0) 110 rn cq n cq to 00 r" o cq W),d- "I + + r- r-� +r + + + r-- + + �d_ to .0+ r ix to m w m 0 H. cp ................ ....... .0 ......... 740 Q. uQJ ....... t�w ............. U4 ........ CL a- uj ......... U--, .......... . --u_,wu--_joQ ........ : U, D H� w 740 LL. 1:� m 0 m LLJ ............ ......... ......... ................... ......... ......... ........ ... 735 ............................. J ...... :.........27.13'..... 735 ......... ........ Q ON -CURVE, ....... 56.77 7N .......... .......... EXIST GROUND AT'OUI-IIEIR: rL'(LT) ... ......... ON - CURVE..: 3......... : 0.30% --a-my. -0,28% ..... 0.29% ..... 730 GFL CURVE -a.29q ....... ....... ....... . . . . . . . . . 7P,2,97.* ........ ......... .... -0.51 Ya 2:29% 730 PROPOSED: GUTTER : - DIS TA NCES PROPOSED :GUTTER FL(LT) ...:.........:.........:.........:.........:.FLP)... ......... ......... ...... .. 27.46' 20.40'..... ....6 .............. ........ 725 ...... ............. +00 7+00 24.36' 725 ............. 1 . +00 ............... 2 . +00 ....... ...... 3+00 4+00 31.42' 31.42' POINT EA S T FL 0 K INE PROF/LE E IDENTICAL POINT IDENTICAL 30.79' 745 (D 26.93' 745 ...... ... ......... 31.42' r- re) 0 't• 00 -t ul) 0) r- r-.: 0)0) V) 00 co 00 -00 Lo to n co 00(o 00 Lo. CR n LQ 7 (o co nano clq 0) cp 0 r- 0) . . . . . . . . r-� c -46 . . . . . . . . . . . . . . . . . . . . . . -to Po .......... 000... m ....... C7;. ...... ..... m n 04 n C-1 n 0; C; ................ 00, co n O .nn C%j to ul to) Lo n n. to co n 04 Cq* + + + + + + + + -;,. + r- 04 04 n n W: * m u'l loo CD m W: m W_ >. ........................ Lae .... ..... ....... . 740 ..... L-1 0 ....... E < -u4- 740 ... ...... u- CL w w co m m w X.......... .............. ......... ......... 0_ ....... ..... 27 735 .......... ....... . ....... ....... .................... ............ a' -a- . CC 735 ON CURVE ON CURVE ON: ON CURVE �n_ - EXIST GROUND 00 ......... Ln ........ ............... ... ......... ............... ......... AT our-ER:rc (RT) ... -0.30% 4- -0.31.7 . ....... -1 -U.,5070 5� =-.337 -0.32777 - 97 ............... ......... 730 �2.2, -.2 c: -0.29% ... 6.4k:!2t .... lo I * PROPOSED GUTTER ...... ........ ... . 0 730 '6.�4% EXIST GROUND FL (RT) PROPOSED GUTTER ......... ......... ....... .... AT -GUTTER. FL.(RT): ......... ....... ......... ......... ................. 725 E725 ......... ......... ................... ......... ......... ................. .0 m 0+00 1+00 2+00 3+00 5+00 g+Op 7+00 WEST FL 0 K INE PROFILE 00 Ln O llN. ,l V) co TOSCANA DRIVE (SEE SHT. 3) R MGM: 04- MSTM co 0 0.00106 0 n Li j > TOSCANA U- w 00. 0 a - cs! di: CL C -4 LQ DRIVE 2 3 4m CN L0 co W CL C) UJ Lo + rn+ C) >-: r->� + LL.1 C:�j fl) 12 SEE SK. 3) om + U- 14 To, 2. _J U- + -;bl 0) V) L4 Q5 >: - + 3. CN co Lu to 12 13 04 + C.D 15 m 22 21 >: cn +0 U- 23 Lo 24 2 InL ("I 0 0 z A A 25 oC4 ss 26 b C9 2 2 (n +0 a! C3 G� 178 c� _j r- + to %J� U- U- cm )N Li- oi L-1 6 V) cn t co r co 1 I 20 19 18 17 -DE-SAC 177 , 179 TOSCANA DRIVE (SEE SHT. 3) CL D < Z POC E= 06 POC W M cn ui OQ 1176 co ui Lo 0) 00 m � .4- a rn M cr op o c +0 m C4 +++0 ui r- co m cr) + C14 + 0: NX >< a:: * co �* -, x Lo co Lo +W Jn -i u-im Q _J Q I _J -J C-) LJLAJ JU LL_ M u_ia_ cDU TOSCANA DRIVE (SEE SHT. 3) V) V) 8 CL1+00.00 SANDWELL PLACE= CV CL 12.00.04 TOSCANA DRIVE d) 0 _jl_j o6 + LL. U_ 04 V_ 0 + _j 0 U- a_ LLfL PLA cwo;�E (PRIVATE) ......... 745 -745 .......... ......... M00 co (000 a r- co 0 0 0) co co rl, to cq (" -CD Lo m to Go 7 -� C! I* � ...... ........ r�z & ....... f -i C; ......... cflrn ...... ................... r,�,o Lo 0 O. ....... oi - ci %-- -,q. �-Lm r4l) po tote 0) 110 rn cq n cq to 00 r" o cq W),d- "I + + r- r-� +r + + + r-- + + �d_ to .0+ r ix to m w m 0 H. cp ................ ....... .0 ......... 740 Q. uQJ ....... t�w ............. U4 ........ CL a- uj ......... U--, .......... . --u_,wu--_joQ ........ : U, D H� w 740 LL. 1:� m 0 m LLJ ............ ......... ......... ................... ......... ......... ........ ... 735 ............................. J ...... :.........27.13'..... 735 ......... ........ Q ON -CURVE, ....... 56.77 7N .......... .......... EXIST GROUND AT'OUI-IIEIR: rL'(LT) ... ......... ON - CURVE..: 3......... : 0.30% --a-my. -0,28% ..... 0.29% ..... 730 GFL CURVE -a.29q ....... ....... ....... . . . . . . . . . 7P,2,97.* ........ ......... .... -0.51 Ya 2:29% 730 PROPOSED: GUTTER : - DIS TA NCES PROPOSED :GUTTER FL(LT) ...:.........:.........:.........:.........:.FLP)... ......... ......... ...... .. 27.46' 20.40'..... ....6 .............. ........ 725 ...... ............. +00 7+00 24.36' 725 ............. 1 . +00 ............... 2 . +00 ....... ...... 3+00 4+00 31.42' 31.42' POINT EA S T FL 0 K INE PROF/LE E IDENTICAL POINT IDENTICAL 30.79' 745 (D 26.93' 745 ...... ... ......... 31.42' r- re) 0 't• 00 -t ul) 0) r- r-.: 0)0) V) 00 co 00 -00 Lo to n co 00(o 00 Lo. CR n LQ 7 (o co nano clq 0) cp 0 r- 0) . . . . . . . . r-� c -46 . . . . . . . . . . . . . . . . . . . . . . -to Po .......... 000... m ....... C7;. ...... ..... m n 04 n C-1 n 0; C; ................ 00, co n O .nn C%j to ul to) Lo n n. to co n 04 Cq* + + + + + + + + -;,. + r- 04 04 n n W: * m u'l loo CD m W: m W_ >. ........................ Lae .... ..... ....... . 740 ..... L-1 0 ....... E < -u4- 740 ... ...... u- CL w w co m m w X.......... .............. ......... ......... 0_ ....... ..... 27 735 .......... ....... . ....... ....... .................... ............ a' -a- . CC 735 ON CURVE ON CURVE ON: ON CURVE �n_ - EXIST GROUND 00 ......... Ln ........ ............... ... ......... ............... ......... AT our-ER:rc (RT) ... -0.30% 4- -0.31.7 . ....... -1 -U.,5070 5� =-.337 -0.32777 - 97 ............... ......... 730 �2.2, -.2 c: -0.29% ... 6.4k:!2t .... lo I * PROPOSED GUTTER ...... ........ ... . 0 730 '6.�4% EXIST GROUND FL (RT) PROPOSED GUTTER ......... ......... ....... .... AT -GUTTER. FL.(RT): ......... ....... ......... ......... ................. 725 E725 ......... ......... ................... ......... ......... ................. .0 m 0+00 1+00 2+00 3+00 5+00 g+Op 7+00 WEST FL 0 K INE PROFILE 00 Ln O llN. ,l V) co TOSCANA DRIVE (SEE SHT. 3) N 0 0 00 c - CD m N 1LU LL, 0 0 c HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' v� el % C .4 I Lo r' Lo uj R MGM: 04- MSTM co 0 0.00106 0 n Li j > 6 U- w 00. 0 a - C -4 LQ LL_ 2 3 4m CN L0 + rn+ C) >-: r->� + LL.1 C:�j fl) 12 N 0 0 00 c - CD m N 1LU LL, 0 0 c HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' v� el % C .4 I Lo r' Lo uj R MGM: 04- MSTM co 0 0.00106 0 n Li j > 6 U- w 00. 0 MEETS 0 1-10 - Pr) " o o" M x 0 w + + + + 0 UU C-4 rf) rn CL -i -i -i M C U- WU- m U_ CL 0 �1 L PL A 0"= (PRIVATE) ....... 745 7,50 ....... • m -t Lo: -4- to Lo N I•ro cq OL a[ pe) + + + o:: M. ........................U- , B .... .... 740745 .'E. m LL_ 3166 ................... ......... ...... i ....................... ON CURVE' 27.13' -PROPOSED GUTTER 740 ............. ON.CURVE... ......... FLOWLIN P)... 735 L iwl ........... ......0:30% ... 0,29 0-30% ...... . ............... 735 ......... ......... 730 AT GUTTER FL:(LT) ......... ..... ......... ......... ......... ...... 730 ......... .................................... ............... .... 725 1+00 2+00 3+00 4+00 EAST f-LOWUNE PROFILE IDENTICAL POINT .......................... 745 750 ......... ......... co 10- Lo to N CY) 04 t- V) 04 0 Lo rn. ... ......... :.., i ............. tt n ....... 1-4M' I r - C -4 U M U d0 0 CD M -i W -i o 4- CL .............. ol ............................. 4, CL.... ...... 740 745 ......... U- m ................. ON CURVE*. 27.13 ... ON.CURVE... ...... !at ............... . 735 740 . . .............. ........... 3.,0 .......... .............. ... ............ .........0.30% - 0-.29%.- 0 .............. PROPOSED GUTTER* FL ---gin.. (RT) . 730 .......... .. . . 735 ........ EXIST GROUNIJ AT GUTTER FL ............... ......... ......... 730 ......... ......... .................... ........... 725 1+00 2+003+00 4+00 WEA T FL 0 K INE PROFIL E I, R MGM: 04- MSTM co 0 0.00106 0 n Li j > D 0 U- w 00. 0 0 1-10 - Pr) " o o" M x 0 w + + + + 0 UU C-4 rf) rn CL -i -i -i M C U- WU- m U_ CL 0 �1 L PL A 0"= (PRIVATE) ....... 745 7,50 ....... • m -t Lo: -4- to Lo N I•ro cq OL a[ pe) + + + o:: M. ........................U- , B .... .... 740745 .'E. m LL_ 3166 ................... ......... ...... i ....................... ON CURVE' 27.13' -PROPOSED GUTTER 740 ............. ON.CURVE... ......... FLOWLIN P)... 735 L iwl ........... ......0:30% ... 0,29 0-30% ...... . ............... 735 ......... ......... 730 AT GUTTER FL:(LT) ......... ..... ......... ......... ......... ...... 730 ......... .................................... ............... .... 725 1+00 2+00 3+00 4+00 EAST f-LOWUNE PROFILE IDENTICAL POINT .......................... 745 750 ......... ......... co 10- Lo to N CY) 04 t- V) 04 0 Lo rn. ... ......... :.., i ............. tt n ....... 1-4M' I r - C -4 U M U d0 0 CD M -i W -i o 4- CL .............. ol ............................. 4, CL.... ...... 740 745 ......... U- m ................. ON CURVE*. 27.13 ... ON.CURVE... ...... !at ............... . 735 740 . . .............. ........... 3.,0 .......... .............. ... ............ .........0.30% - 0-.29%.- 0 .............. PROPOSED GUTTER* FL ---gin.. (RT) . 730 .......... .. . . 735 ........ EXIST GROUNIJ AT GUTTER FL ............... ......... ......... 730 ......... ......... .................... ........... 725 1+00 2+003+00 4+00 WEA T FL 0 K INE PROFIL E I, .10BNo.: 04-M MGM: 04- MSTM DATE, 0.00106 DRAWNBY, I/V 01-IEOKED B K YKY SHEET 4 OF 23 MEETS LQ 2. L4 Q5 Lu .10BNo.: 04-M MGM: 04- MSTM DATE, 0.00106 DRAWNBY, I/V 01-IEOKED B K YKY SHEET 4 OF 23 MEETS N a Ln 1,00 N 0 M N a co 0 a E N a 00 Ln IN s" s #'SD CONSTRUCTION NOTES CONSTRUCT 4" TYPE "C" ROLL TOP CURB PER S.O.B. STD. DWG. S-1 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL 7R, CONSTRUCT SURVEY MONUMENT ENCASEME INSTALL 9500 LUMEN S7REET LIGHT (UNLE.' PER C.O.B. S7D. DWG. S-31 INSTALL S7REET NAME SIGN PROPOSED RIGHT -OF -WA Y PROPOSED SEWER PROPOSED STORM -DRAIN 0 OLD SiOLZANiO LANE 750 GUTTER FLOWLINE CURVE TABLE NM. . . . . .co F LENGTH RADIUS TANGENT DELTA 116.99 O 11.00 10.71 88'29'012 PCURVE 17.54 11.00 11.26 91'21'29" 3 331.42 439.00 174.06 43'15'19" C4 1 13.69 414.00 164.81 43'24'49" C5 7.85 5.00 5.00 90'00'00" C6 __8.-671 6.001 5.29 82'49'09" 0 OLD SiOLZANiO LANE 750 .........:.........:.........:.........(PRIVATE) . . O. . . .N. NM. . . . . .co F dc�d.cD cqt O M O '- ..... 750 . NN O ......... : ......... .........:........ " : to . . . Cli 00 MN : I`, + ♦ i� .+. r + vi +te) I*-.-m......N,_ : Lo OM OM :.........:............��..oW....... :745 -' 745 ............ m .v ...........:.........:.........:....... : . L, n L M M N M : :.........:..... cow- + �. 4m ro d'M ............. .. ..UjL,i• 745 .......... ......... .... x �� : :.........:. :.........:................. ..... .. .......... 740 740 .......... u -m ......... . :........... .........:. ...........:.........:......... : .........:.........:...... : �.. -1.73 : EXIST GROUND! AT 'GUTTER' FL :.........:. .... :.......... EXIST GROUND: AZ .G.U.T.TFR. FL .()_'f) ........ :......... ........ :735 730 :............. 735 730 • '.........'.... FLOWLINE (LT) ..:.........:.........:..-1.60%..:.........:. :.........:......-............. 725 :.........:.........:.........:.........:........ �--0.20% ........ 740 ....... .......- - 4 ;.........;. ... ..:.........:.........:.........: ..._0.50% :.................. ...... :.......... -0.20% PROPOSED GUTTER -2.00% ............. Fl:(L•T).;........ .;..............•............ .......... 730 730 .......... 2' ......... .........:.........:.........:................ .................... . :. :.........: o........: ............. �o.1*�:.co�....:.........:. ON c0*OM ........ :.........:. .............. ....:......... .. ..:725 IST GROUND AT .GUTTER. EL.(RT)..................:...... 725 ..........:.........:.........:.........: + 1 00 ...............735 ....:.........: 2+00 3+00 4+00 5+00 EAST FLOKINE PROFILE GFL CURVE DISTANCES �1 17.54' O2 16.99' Q3 4.71' ® 17.54' 5Q 16.99' © 3.66' 0 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' ALBEf�TI/ILLE LANE iso ......... ......... ......... .... (PRI-VATE). - ......... ......... iso : .00. O ai . . . . . N . . O. . . .N. NM. . . . . .co F dc�d.cD cqt O M O '- OM Lotto . 750 750 :....... ..:......... :...... ...:.........:.........: 740 .......... I`, + ♦ i� .+. r + i I*-.-m......N,_ . .� .�.�. -' : tOD� C) corn : . 4 O M M N M : :.........:..... cow- + �. 4m ro d'M ............. 745 745 .........:. ......... �� : :.........:. °°. ,. u -m �...:........ . :........... .........:. ...........:.........:......... : .........:.........:...... : �.. -1.73 : EXIST GROUND! AT 'GUTTER' FL W: -0.50%: -5.009' 730 :............. x 730 • '.........'.... FLOWLINE (LT) ..:.........:.........:..-1.60%..:.........:. :.........:......-............. 725 :.........:.........:.........:.........:........ ........... ........ 740 740 ;.........;. ... ..:.........:.........:.........: EAST FLOWLINE PROFILE w -ab .......... 2' :.........' .........:.........:.........:................ .................... . :. :.........: o........: ............. �o.1*�:.co�....:.........:. ON c0*OM ........ :.........:. :.........: IST GROUND AT .GUTTER. EL.(RT)..................:...... nj : `"�.+I, �........:.........:.... :. ...............735 ....:.........: .......: 735---- Lif a- W cc ....... _,.�--' �........:...............�. ... ' . ..-0.39% ..............:...... W :.........: : 5.00% Q : PROPOSED GUTTER -0.40% X a....:.......... ; ..—.-5.8.0%: :740 .......• • . 730 730 ................... ................ FL:(RT)...... :.........:.........:... ........... ....................... :.........: ; 735:.........` I ...... .............. •'•••.725 ;•.......•:•••••• 725 ........ 1-+ . 0 .............. 1 00 2+00 .............. 3+00 ....... 4+00 i : PROPOSED GUTTER -1.189, • '---.. : 5+00 FLOWLINE (RT)........:......... • -3.fl0% :....... "�---..._` 730 • ........: WEST FLOWLINE PROFILE 725 ' • • ' ................:.........:............................. � +00 1+00 2+00 3 � GFL CURVE DISTANCES �1 17.54' O2 16.99' Q3 4.71' ® 17.54' 5Q 16.99' © 3.66' 0 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' ALBEf�TI/ILLE LANE iso ......... ......... ......... .... (PRI-VATE). - ......... ......... iso : .00. O ai . . . . . N . . O. . . .N. NM. . . . . .co F dc�d.cD cqt O M O '- OM Lotto M M 4mM U.) 10M con : + ♦ I-- 740 .......... I`, + ♦ i� .+. r + i I*-.-m......N,_ NW.C�... -' �C9 w m �0 Wa u -m L- UW. 4 O M W a .......... ........ 745 4 Q ....... Z DRAWNBY �.c CHEMED BY o�: Z Q SHEET ct 740 .......... 1 W740 i W 4 O M a M : ..`..... ......... SQ...... : :.........:. 735 :......... ,. :........... '735 :......... -0.21%(LT) ; .......... -1.73 : EXIST GROUND! AT 'GUTTER' FL -0.50%: -5.009' 730 :............. :....... --;---.... PROP-OSED. GUTTER : .......: - 4.60o• 730 • '.........'.... FLOWLINE (LT) ..:.........:.........:..-1.60%..:.........:. .......: 725 :.........:.........:.........:.........:........ ........... ........ 725 1+00 2+00 3+00 EAST FLOWLINE PROFILE w -ab .......... ........ 750 750 .................... . :........o o........: ............. �o.1*�:.co�....:.........:. ON c0*OM ........ 745 ..........� o nj : `"�.+I, �........:.........:.... r- r. e- CV , +� N ....:.........: .......: 745 Lif a- W cc ....... �........:...............�. W :.........: Z W Q X a....:.......... :740 740 :......... m ..................... ........... ....................... :.........: ; 735:.........` .:.........:........ :735 ;•.......•:•••••• -1.107' �'''�� •• :EXIST GROUND �:AT GUTTER* FL'(RT) i : PROPOSED GUTTER -1.189, • '---.. : 730 :.........: FLOWLINE (RT)........:......... • -3.fl0% :....... "�---..._` 730 • ........: 725 725 ' • • ' ................:.........:............................. � +00 1+00 2+00 3 � WEST FL OWLINE PROFILE 4 Q 05/30/06 DRAWNBY �.c CHEMED BY o�: All SHEET ct m"o 1 4 W 05/30/06 DRAWNBY ✓v CHEMED BY MKV All SHEET i W M M U 3 4 q V 4 w -ab O W W ✓OBNo.: 04-158 MONO. 04-f58ST--M DA TF 05/30/06 DRAWNBY ✓v CHEMED BY MKV SHEET 5 OF 23 SHEET i f CONSTRUCTION NOTES CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GUTTER PER C.O.B. STD. DWG S-1 (UNLESS OTHERWISE NO7 FD) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O CONSTRUCT 4" WIDE CONCRETE CROSS GUTTER PER DETAILS ON SHEET 2. 0 CONSTRUCT SURREY MONUMENT ENCASEMENT PER C.O.B. S 7D. DWG. S-29 -<Z>- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C0.8. 57D. DWG. S-31 + INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY _8"s- PROPOSED SEWER -hr'SD- PROPOSED STORM -DRAIN ,n q - 7i V- #.0 C) C) N cq CL Of t; 00 Ln C) ns C:L CL E E Ln r CL 00 Ln IV r"m W. -0 OLDHAM P (SCc &�A 7) Go /I -f- r 39 W/GAN ra-4 p HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' Nks sl/r.) )449 48 47 45 CO C -i 1 / 8" ss C3 44 C-4 40 41 co 43 FVO�.42, (sem SNF Is Sft.) 00 0) 00 co "i __j 0 u-im LA OH (PRIVATE) 755 .......... 755 a LOr-LO N 00 0000 0(b d;N00 00 OR 4.6. oj 06 ... r6 cd v, p6 ....... .001-4 ........ n t6. cq (.6 ............ r- Po ob n " n N ro (n T-�. rn 00 n +r- + +n +r- + + + 17 N C4 Lu Lu L'i ....... _j a- U, 0 J-ij- r . ......... 750 750 u- .6- u .......... -m m u_ 0 z X X ........ x <9 ..: .......... ......... ......... ui FL m a- 745 .... .... ......... ......... ......... ... ..... 745 74.33' ON CURVE 9.20' ON CURVE: . ............... ..................... .. .. .......... . EXIST GROUND AT GUTTER FL (LT) 740 ......... ._77 .... / ... ..... 740 •-0.88. ................. PROPOSED GUTTER FL 735 ......... .... 735 730 ................... ......... ......... ................... 730 1+00 2+00 3+00 NORTHEAST f-LOWLINE PROFILE 755 .......... ...... 755 M It0000 :CnLoc ...... 'R ........ ...... 00 C4 ........ . Go An LO 00 o6 r-� f -i (6 r- to 0) CO fe) + + + 750 9 ... ... ........ ........ mJx . ............. 750 _j 0 ............................. .... .... .......... m 745 745 EXIST- GROUND..... ......... .... .... .......... AT GUTTER FL (LT) __._z-112) ................................ 740 ......... .... ....... �. 740 ..... 7_777.* ......... '0* PROPOSED GUTTER 735 ................... FL.(LT) .... ................... ......... 735 730 ........ I ................ ......... ............... 730 1+00 2+00 3+00 SOUTHWEST FLOWLINE PROFILE GFL CURVE DISTANCES (D 15.43' 4.73' 13.37' 18.09' 36.62' 10.62' O 4.72' 5.88' 34 35 w 37 41 F; 42 1 43 ON mo 47 LO C4 T cio 81, ss- 1 cli 44 1 45 LOT '"A" 14 T IL -A GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci 16.43 11.00 10.18 85-34'04' C2 4.73 11.00 2.40 24*37'12" C3 1 83.53 312.50 42.02 15*18'56" C4 65.01 287.50 32.65 12-57'23" C5 18.09 11.00 11.84 94*13'50" C6 58.05 3486.00 29.02 0-57-15" C7 4.72 11.00 2.40 24*3457" C8 36.62 3486.00 18.31 0-36'07' C9 10.36 3486.00 5.18 0'10'13" C10 111.87 3486.00 55.94 1'50'20" Cii 214.20 3461.00 107.14 3-32'46" C12 5.88 5.00 3.33 67'20'01" C13 16.431 11.00, 11.841 85*40'09" C14 8.571 5.001 5.771 98-11'0 ,n q - 7i V- #.0 C) C) N cq CL Of t; 00 Ln C) ns C:L CL E E Ln r CL 00 Ln IV r"m W. -0 OLDHAM P (SCc &�A 7) Go /I -f- r 39 W/GAN ra-4 p HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' Nks sl/r.) )449 48 47 45 CO C -i 1 / 8" ss C3 44 C-4 40 41 co 43 FVO�.42, (sem SNF Is Sft.) 00 0) 00 co "i __j 0 u-im LA OH (PRIVATE) 755 .......... 755 a LOr-LO N 00 0000 0(b d;N00 00 OR 4.6. oj 06 ... r6 cd v, p6 ....... .001-4 ........ n t6. cq (.6 ............ r- Po ob n " n N ro (n T-�. rn 00 n +r- + +n +r- + + + 17 N C4 Lu Lu L'i ....... _j a- U, 0 J-ij- r . ......... 750 750 u- .6- u .......... -m m u_ 0 z X X ........ x <9 ..: .......... ......... ......... ui FL m a- 745 .... .... ......... ......... ......... ... ..... 745 74.33' ON CURVE 9.20' ON CURVE: . ............... ..................... .. .. .......... . EXIST GROUND AT GUTTER FL (LT) 740 ......... ._77 .... / ... ..... 740 •-0.88. ................. PROPOSED GUTTER FL 735 ......... .... 735 730 ................... ......... ......... ................... 730 1+00 2+00 3+00 NORTHEAST f-LOWLINE PROFILE 755 .......... ...... 755 M It0000 :CnLoc ...... 'R ........ ...... 00 C4 ........ . Go An LO 00 o6 r-� f -i (6 r- to 0) CO fe) + + + 750 9 ... ... ........ ........ mJx . ............. 750 _j 0 ............................. .... .... .......... m 745 745 EXIST- GROUND..... ......... .... .... .......... AT GUTTER FL (LT) __._z-112) ................................ 740 ......... .... ....... �. 740 ..... 7_777.* ......... '0* PROPOSED GUTTER 735 ................... FL.(LT) .... ................... ......... 735 730 ........ I ................ ......... ............... 730 1+00 2+00 3+00 SOUTHWEST FLOWLINE PROFILE GFL CURVE DISTANCES (D 15.43' 4.73' 13.37' 18.09' 36.62' 10.62' O 4.72' 5.88' 34 35 w 37 41 F; 42 1 43 ON mo 47 LO C4 T cio 81, ss- 1 cli 44 1 45 LOT '"A" 14 T IL -A XN (PRIVATE) _04-458SAP112 DA TF 755 755 .......... 0110MEDBY- 0 755 46 C) 0 c CO OIC 00 00 M OR r-� 00 OR (4 04 I FALKIRK C14 0) r) Li LLJ PLACE V) < V) (PHASE 1) to0 a . ...... ss - 755 .......... (PRIVATE) _04-458SAP112 DA TF 755 755 .......... 0110MEDBY- 0 755 SHEETS C) 0 c CO OIC P11 00 r-� 00 M OR r-� 00 OR (4 q A C'l C14 C14 0) r) 00 qf W M w:.........: Q. 750 LIJ to0 a . ...... ro + V) + + ... . ......... uj co 750 ****' *''***' U- M u- U- U- - " Q_ w w ......... e to _j u- w UJ � ... : .......... 750 ON CURVE 11 U- 1 ........ m 0 m: W...... : ... ... X ... ......... ........ 740 .......... m ..... ......... ......... . .... ........ ......... 735 Q- 745 ......... .................. ................... ......... .......... 745 730 ......... ......... . ...... ..... . . ......... .... .... 4+00 :6j) 740 ......... .......... ........................ .... .............. 740 0 -4.00% 7 .. . . . . . . . . . . . . . . . . . . . . . . . 735 ......... ...... .. ....... ......... ......... ......... ......... 735 .......... ................................................. 730 ......... ......... ......... ........................................ 730 1+00 2+00 3+00 4+00 NORTH flOKINE PROFILE 755 .......... MGM: _04-458SAP112 DA TF 755 DRAMIA/Br- A/ 0110MEDBY- 0 LJ4 SHEETS C> 0 + 141* fr) I-, + ''.0* f'- : r- 750 ........ ........ ......... .......... In ............ W M w:.........: Q. 750 LIJ Z........ ... .......... ......... ... ... . ......... uj co EXIST GROUND 745 ......... • ......... .... AT .GUTTER. F�.(LT) ... ?34.92 ........... 745 ON CURVE 1 ........ .............. 740 ......... ......... .......... Iz N 740 ..... ......... ......... . .... ........ ......... 735 ......... ....... PROPOSED GUTTER.... ......... .......... 735 FL (LT) 730 ............... .............. ......... 730 1+00 .......... 2+00 3+00 4+00 SOUTH fZOKINE PROFILE II HORIZONTAL: 1"- 50' VERTICAL: i to = 5' CT 'W'P" -]4) ®m d C's . .0 0 \rj 04-958 MGM: _04-458SAP112 DA TF 051301016 DRAMIA/Br- A/ 0110MEDBY- Aw" LJ4 SHEETS LIJ 1 5 Lu Iz N .10B No., - 04-958 MGM: _04-458SAP112 DA TF 051301016 DRAMIA/Br- A/ 0110MEDBY- Aw" SHEET 6! OF 23 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GUTTER PER C.O.B. STD. DWG. S-1 (UNLESS OTHERWISE NOTED) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. SM DWG. S-29 -O- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN - - PROPOSED RIGHT -OF -WA Y s"s PROPOSED SEWER #"sDPROPOSED STORM -DRAIN lttFTq 8� 62 61 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 16.43 11.00 10.18 85'34'04" C2 19.14 11.00 13.04 94'41'12" C3 6.29 10.00 3.25 36'01'54" C4 6.29 10.001 3.25 36'01'55" C5 6.29 10.00 3.25 36'01'55" C6 6.29 10.00 3.25 36'01'55" C7 100.15 162.50 51.72 35'18'48" C8 84.75 137.50 43.77 35'18'48" C9 17.28 11.00 11.00 90'00'00" C10 6.29 10.00 3.25 36'01'55" C11 6.29 10.00 3.25 36'01'55" C12 6.29 10.00 3.25 36'01'55" C13 6.29 10.00 3.25 36'01'56" C14 17.28 11.00 11.00 90'00'00" C15 1 16.32 11.001 10.08 85'00'46" lttFTq 8� 62 61 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' SOUTH FL OWUNE PROF/LE eC`PEER 2Q ���•�' 00 �O 0 o M i J J �d,`'�1 X321 � S•`P a W 0 N 6� 05/30/06 (FRIVAE) T ✓V 0/10MEDBY7 MKt/ �h UQ SHEET 765 .......................................................... .......................................................................................... ON 765 a co Co N .......................... .co u7 Lq Lq to , ^. t7 O? �.� ..................�.�..�.: r-. cD �- 760 00 ' m N co r. r M +r . ........... ..+ .+.................................... CO d r . + �................ O trj h. . . . . . V� dj ^1� . CO r-. :.........: 760 �-� �-�. m uUw. MU. Via. LL_ w W ......... �.J ......... m. x 755 :......... ....... :......... :......... :....... .:.......... ....... ................... :......... :......... :......... :......... .. 755 ..................................... ................... ............................................................... 750 :...............:..................:.........:....... :.........:....... ........... ............. 750 --y--- 3.00ro :......... :.........:.........:.........: _.. :.....' ....... :...-....:.........:.........•�80% ........ :......... :......... .......... 745 .........-_------ ...................... ................ ....... ......... ........................... PROPOSED GUTTER 745 EXIST GROUND 1 3, FL GFL CURVE ...:......... :AT •GU•TTER•FL•.(LT).... :....... :.........:...................�. .........:.........:.........:.........:.........: Vii' DISTANCES ° 1 % 740 :......... :....... �.5...... ..........:.........:......... .......... .......... .......... ..........:.........:......... :......... :......... :......... : 740 O1 15.43' • -0.51 0 1.00' :........ .:.........:.........:.........: ................... ......... .................. .................. ......... ......... ........................... : �3 17.28' ® 14.41' 735 ................................................................................................................................................................ 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0 629' © 6.29' NORTH FLOWLINE PROF/LE O 6.29' ® 6.29' 765 .......... .......................................................................... ...............................................................: 765 �9 17.28' 10 17.28 ' N u)O Md' "� cv 00 tt co Off' Cn NO ' O O ' eF cV '�` M `"'cD Oto ON Q) Md ooto ' N 'iA t� t� rn' N O er C)' n 0000 u7 co' ao t� cv tn' OM Onto 00 u7 00M i,M I,N coN coo u70 Mr- N' co ' r? oo 'tfl rn +r 1- it N : 'rn co r' rn O O' �1 co to' 11 6.29' 00 1-� 00 20*00 N M N M I,- M oo o; M Oi O Oi M 0),M CF) M rn Oi di o; O 0;(6 O c0 .= O N M eV M It to d' d * d- M M N el t[j It O � � toui 0; (6 to c0 (6 I� N h , uj f� N r': N� o;I00 d to t � d- cV d- M d -t- --t to I, -t So t oo d- to � d 12 6.29' 760 :.........:.. �-�.�U.�-�.•- `- '. N N N M d' ..(>....... U........�.........:..... �..:........ to co tG co to co to to to 1� �...m... 0..U..0.. 0...C_y..o.. �....w...:.. M. im........... 760 W �`0 -im _- w w -gym _JW Jm JW JD_ Ja w JC9 U U• JU' Jm _IW Jm JW • Jm JW Jm JU J0 U 13 ' 6.29 `JW LL_ w w w w w v.� w mot:, w w Li- w w w w w w w w w. 14 6.29' ........... .� .. X ... .. .. .. :..... :........ .... .. �... .. .. w :. :... �. :.........: 15 16.32' F 755 :.........:.. .. .: .. ... :. ...:........ ..... ......... :. 1 :.... .. ��.. :.........: 755 :........... .. ®............... ..... ......... ,� ........ � ............... ..:........ . 750 :.........:.. :.... • Q :.........:........ 84.75'- •ON CURVE ................... :... :. • % • .`-.......: 750 © 1.65% . :.........:.. :.n . ... :.........:���... XIST GROUND..... �--- :......... 1% ' _3.01%.......: 1,8 PROPOSED: GUTTER AT GUTTER FL (RT) FL (RT) 745 ........... :................. .............. ...�57%... .... .........:.........^.................................... 745 2.20%. 2.72% ,.....:.. :.... :.........:'x.94%...:.........:.........:.........:.........:.........:.........:.......... ..................: 740 ..........:.. :.... 1:54% :.........:.... PROPOSED GUTTER:.........:.........:.........:.........;.........:.........:.........:.........: •FL (RT) 740 1% 1:.1 ° :.......1.25%......:.........:.........:.........:.........:.........:.........: ........................................................: 735 . . . .......... :... ................ . :......... . . . . ........................................ . . :................... . . . . . :.................... :......... :......... :......... . . :......... : 735 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SOUTH FL OWUNE PROF/LE eC`PEER 2Q ���•�' 00 �O 0 o M i J J �d,`'�1 X321 � S•`P !� a W 0 N 6� 05/30/06 ORAWNBY ✓V 0/10MEDBY7 MKt/ �h UQ SHEET !� Q0 cm M W W 0 N 6� 05/30/06 ORAWNBY ✓V 0/10MEDBY7 MKt/ �h UQ SHEET ON a � Q � L v N 10B No.. 04 IM MGM 04 TMST-PH2 DATE 05/30/06 ORAWNBY ✓V 0/10MEDBY7 MKt/ SHEET OF 23 SHEET /t _tp tt ILI CONS TRUC77ON NOTES O1 CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GUTTER PER C. 0. S. STD. DWG S-1 (UNLESS OTHERWISE N07FD) U CONSTRUCT SURREY MONUMENT ENCASEMENT PER C.O.B. S7D. DWG. S-29 -«- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER COB. STD. DWG. S-31 + INSTALL STREET NAME SIGN - - PROPOSED RIGHT -OF -WA Y s"s PROPOSED SEWER #" SD- PROPOSED STORM-DRAIN- GUTTER TORM-DRAIN lll� ll� Z Q 0 w = o Z J D o 0 O O o d. oco O N Q� w of 4I� � J J Ott)& U co 1 � l C� C2 C3 1 53C O��yq ls� sNF M ) U .) Lq a M �. N r 56 (V 54 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' EVORA LANE (PHASE 1) I 62 34 k CL 1 +00.00 C10 CL 2+81.57 DUNEDIN LANE - 33 CL 5+14.40 EVORA LANE k C4 55 32 k EVORA LANE (PHASE 1) N to N ii m N r- uQ CL CL GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 17.28 11.00 11.00 90'00'00" C2 52.67 137.50 26.66 21'56'52" C3 62.25 162.50 31.51 21'56'52" C4 1 17.20 11.00 10.93 89'36'54" C5 80.96 428.00 40.60 10'50'18" C6 17.28 11.00 11.00 90'00'00" C7 16.32 11.00 10.08 85'00'46" C8 1 52.01 453.00 26.03 6'34'42" C9 15.97 11.00 9.76 83'11'28" C10 17.20 11.00 10.93 89'36'54" C11 18.581 11.001 12.38 96'45'38" lll� ll� Z Q 0 w = o Z J D o 0 O O o d. oco O N Q� w of 4I� � J J Ott)& U co 1 � l C� C2 C3 1 53C O��yq ls� sNF M ) U .) Lq a M �. N r 56 (V 54 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' EVORA LANE (PHASE 1) I 62 34 k CL 1 +00.00 C10 CL 2+81.57 DUNEDIN LANE - 33 CL 5+14.40 EVORA LANE k C4 55 32 k EVORA LANE (PHASE 1) N to N ii m N r- uQ CL CL 760 (PRIVATE) 00w ......... ww 760 ......... .........•......... ......... ......... ......... 760 760 M co tOnNs�--� . M O to eI- 0) `- 00 co d' O 00 co to N .- 00 M M n M to MO' Mr O .. �_ Qi n. rv�.N�. .+4. . . . . . . . to�.co^ + + + + rn Ln < 755 CL' -m 'o F- N� Nir U JO Jd Jll JU' JW . .........:.. m. ..... ... ....... I- :.........: o: 755 � Qid- 00d p �W : + m C2m � ; X EL M. ; I +^ 755 . .. d_ O +r . 750 ..... ...:......... . ...... :......... : ........ .:.OON 750 000n W .. .67' :.........:.. - m .����.....-.Li m:. .- CURV co+ ......gym.. N W ...:.........: 755 U 39 745 .......... 1.94 ; ......... :.........: ° 745 .... 80.96 ' �p ) 750 -2.209 EXIST GROUND 61 GFL CURVE PROPOSED GUTTER AT GUTTER: FL .......FLOWLINE .(LT) (LT) DISTANCES 740 -0.559 ..........:.........:.........:.........:......... .........: 740 Iii 17.28' ---; Q2 17.28' ........... ...... ......... ......... ......... .. O3 12.55' 745 ............. ® 11.38' 735 ....................................... .................. 735 U5 17.28' 1+00 2+00 3+00 © 16.32' EAST FL OWUNE PROF/LE Q 11.25' 760 .............................. 00w ......... ww .................. M CD� 760 M co tOnNs�--� . . MO' Mr O .. �_ to rn Ln < et Mtn tet• 04 + i- Nit � Qid- 00d NCV cod : + m C2m � ; m EL M. ; I +^ 755 +r, O +r . +r- ao 00 000n W .. 755 :.........:.. - m .����.....-.Li m:. .- 755 co+ ......gym.. N W ...:.........: 755 U J U W 750 ........ ........... .... 80.96 ' �p ) 750 61 bN CURVE... 60 -10 LL - �326Z ' u- EXIST GROUND : 0 ---; AT GUTTER FL (LT) 750 ........... .. .. ....... 745 ............. 750 PROPOSED GUTTER FLOWLINE (LT) t59.9849.97 :.........:. 740 :.........:......... aa.= r.fa....:......... :.........:......... : 740 :....__' 735 :............................. .............................. 735 1+00 2+00 3+00 :........_ . .......:.........: 750 O7E� N C 745 :.........:. 182 .... ........... : . :.........: 745 ................ -1.819; . .......... 745 00.0 -3o; X2219 2.729 9 EXIST GROUND 'PROPOSED 'GUTTER' : " ' " " : " " " : AT GUTTER FL (RT) FLOWLINE (RT) 740 ........... :............................. :......... :......... : 740 740 :......... :......... :....:....:............................. .............................: 735 : 740 735 ............................................................. :....................................... 3+00 :......... :.......... 735 1+00 2+00 3+00 WEST FL OWUNE PROF/LE :JI ww .......... .............................................: 00w N ww 760 M CD� cli_ M MO O Cb Lo O to rn Ln < 04 + NX Q I, -Lo : + m C2m O 755 :....... m EL M. ; > 755 > O 755 ......... ao 00 000n W .. m "o.... M CV �co m:. 0 ...... ......... : 755 co+ ++ J ,j G +^ J Ci U J U W 750 ........ ........... .... 80.96 ' �p ) 750 61 bN CURVE... 60 C11 �326Z ' u- EXIST GROUND : 0 ---; AT GUTTER FL (LT) 745 :.........:....7P'O C'6' G� 1 ` N co t OLDHAM C(J )C-4 LSE Nl LANE �P (SEE SHT. 7) VA TA A N"= .......... .............................................: (PRIVATE) N � 760 M CD� M M MO O Cb Lo O to rn Ln (W + + NX Q I, -Lo : + m C2m Idw 755 :....... m VA TA A N"= .......... .............................................: (PRIVATE) N 760 ............................................ ................ 760 tnCD CD� 0)N MOR MO O Cb Lo I �t n� O + +r +r- + O 00 : I, -Lo : + f� +� 755 :....... Q .........: °- ......:.... M. ; :.........: 755 755 ......... en ....... � m. W .. m "o.... � m:. 0 ...... ......... : 755 V m W 750 ........ ........... .... 80.96 ' ...® ......... 750 bN CURVE... �326Z ' u- EXIST GROUND : 0 ---; AT GUTTER FL (LT) 745 :.........:....7P'O . -�' ..... :.......-... 745 PROPOSED GUTTER FLOWLINE (LT) t59.9849.97 -3.6.99 740 :.........:......... aa.= r.fa....:......... :.........:......... : 740 ff w 4505 735 :............................. .............................. 735 1+00 2+00 3+00 EAST FL OWUNE PROF/LE 760 .......... .............................................: Q N ✓v 760 YWY tOn d M� cD IR M� MO O to N M O 0) Im 00 m O 00 : I, -Lo : + f� +� U � +x- 755 ......... en ....... � m. W .. m "o.... � m:. 0 ...... ......... : 755 V W O N u- 0 750 :...:.... m :...... . .......:.........: 750 ..3259. 745 :......... :.. ..... ................ . .......... 745 00.0 -3o; X2219 EXIST GROUND: 9 AT GUTTER FL; (RT) PROPOSED GUTTER 740 ........... :............................. :......... :......... : 740 735 :................... .............................: 735 1+00 2+00 3+00 WEST FL0WLINE PROF/LE HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' � �G�PEER 0 O �O J W Y M > U W U M V 4. O �'�d W /oma%� � \° � ✓OBNo.: M Q N ✓v 0HEMEDBY . YWY SHEET 8 OF 23 SHEET '1 U � z c V W O N ✓OBNo.: 04-158 MGM: 04-WST-PHZ DATE 05/30/06 DRAINNBY ✓v 0HEMEDBY . YWY SHEET 8 OF 23 SHEET 00 Of 0 -q fli ?HA -5F -l PHASE- 12 4}5 2 C5 N 36" SD o N PETERSBURG LO PLACE (SEE SHT. 18) EI o 00 r,0 Ii► CONSTRUCT/ON NOTES �1 CONSTRUCT 6" CURB & GUTTER PER CO ,.g STD. DWG. S-1 CURVE W/5' MDE STANDARD TYPE SIDEWALK PER STD DWG S-3 RADIUS (UNLESS OTHERWSE NOTED) O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O CONSTRUCT TYPE "A " CA TCH BASIN PER C. O. B. S1D. DWG. S-12 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 �- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. O.B. STD, DWG. S-31 -� INSTALL STREET NAME SIGN - - PROPOSED RIGHT -OF -WA Y 8"s PROPOSED SEWER #"SD PROPOSED STORM -DRAIN ` Loll= C4 29.59 00 Of 0 -q fli ?HA -5F -l PHASE- 12 4}5 2 C5 N 36" SD o N PETERSBURG LO PLACE (SEE SHT. 18) EI o 00 r,0 Ii► y GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 29.59 20.00 18.25 84'46'14" C2 111.47 320.00 56.30 19'57'30" C3 28.60 20.00 17,37 81'56'21" C4 29.59 20.00 18.25 84'46'14" C5 95.41 320.00 48.06 17'05'02" C6 31.42 20.00 20.00 90'00'00" C7 210.20 320.00 109.05 37'38'07" C8 28.431 20.00 17.22 81'27'05" C9 439.821 280.00 280.00 90'00'00" C10 280.101 280.00 153.03 57'18'55" y 04-f58 DWGNO. � DATE.• U DRAWNBY ✓!/ CHEMEDBY -'Nm SHEET n OF23 SHEET wkov- W W 2L N k °o o, o = 'e FL 4+09 rr w - : Q � x fit ��' ` `�� ti'�s_ 36° so � • .. :� PHASE 1 ..... :�. . , ,_. __..•_� � LOT N'•sX0 3 p A"�j� Phf,4SE} 01 o c1 w 15 2 F4 ,d� L, 0.l VV l . FL 3+04.4 � r U m KINGSPORT PLACE (SEE SHT. 17) - 0 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. N CO i Z0 O Z + m W RO) = a � uva r. 00 "'0' DWY. FL 3 05.5 ± 0 FL 3+04.3 U . 1 0 30" SD N 8" SS � � - 24" 8" SS 94 � Boz riff"11-440fim"90m.1 F�NCO/S IsEE gcNE-- t7 133re0 NAPLES PLACE (SEE SHT. 17) Cn2001 G1O ME 135 . 4� D Y. FL 3+03.9 tom - 0 IV -- EER * b/ 00do VERTICAL: 1"= 5 HORIZONTAL: 1"= 50' w d > U U-;� M sf2� !6 a y�� uj x w d�1 SI�3a * s�P -24" SD- . ass ?mss C8 2 r� ick s S N 136 / � ^� N11,.\ z � 0.. 4„ t w - w w 13 to w X ss � r1?�Gj / �'' )11 Z Wo Z� �( WU '�� 137 t7i00 -j LjI O Z V CL ir T oz � � vzia wz d. fl 0 O mw v NW d U 0 S_ LO Li -i OS Z Uj +a coo �Y oo 00 vzia CL / �P ' 10l Cq WJ \ZNU O MO N N Z �� �P yP �� a s O to to mo R/V w cn m w �- h+ tri Ocoo q6 S 3J F mow= .. _¢ \ �� �� S o+o► c°° �w + o ± J��G / CJ) PN `g ' aC �o cn F-- U U p SCK �IOLNj + ��0Q� / �ER IMp oL,4 Ace 01110 ''t''c=.) r`n. OtOF ZII- N� �X Dc O O d' -� -t '� C� 745 ........ a o� ........ 0 ........................................................ X C>00 +++ (PRIVATE) .....:.........:.........:.........:.........:.........:.........:..........:..........:..........:..........:............. .............................. 755 :... t aoo. 0.vd ' to•=• :i'y .... M iridi......:........�'�........ :....... :......... ' ........ : O to O 00 r ' d' CO LO O O 60 CV c0 c0 iV cV . . . . . . . . . . . . . . . . . 4 to t'M ca M cV cel O CV prj et N e- � to M M 00 N • . . . . CV I M o0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N M N qt C4. ' N � N CO LO cC to to to st d Oto O d . . �. ... . 60' O eF' O 740. . . . . . . . . . ^ + . . . . . . . . . . . . . . i.. ^ . r`. n + � O � O N N N � N st O O O et O cO 1- c0 to CO m co O .:. .:. .O tii 'b' O 'tf5 Co d0 its 'd I- ' N + -I- ^ . ^ . r` + ^ . Q N M M 110 M d M cr st �t Ate' Ot) ct 110 I`� O O �: 00 04 0 04 M Oi tt7 to m �m W �LJU --�~ JC9 U U JU' .` .-i-m. �. .0+0m. .. �M. M.... M. +'`. ^. ... ... .. +� to +��F-� ^n mU -j CD �. m m W +h OM . �. .�..� ..�...: 750 U _ _ it 0_ W W La_ w m w _, Co U U L U CO o: oo �- U �+ ' .,j U ................... U................ o_ m LL c� U U 0 a m m e m w Li W W m . . . . . . . W . . . . . . . . . . . . . . . . . . . . . Cm.l . V- a' W m LJi LJi. _ .i coW U CD U Z m U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Ix m W U. U. l� (r LL. 735 ..... m :..........:..Cp W. .: : 95.41' .........:.........: 7. :.........:.........:...... ��.. .. :. 21 ©.20'.......:.. .: .. Q ON. CURVE.... 4 ® _ 745 ON CURVE .- O :.........:......... : .........:.................:.. :......... :..... .8---~ .......... 30 111.47' Q: PROPOS -^'� : • :.........� ......... 7 ...... O . .. ......ON CURVE ...... 2 :. ED GUTTER g% 0.51 :on O Fl�:(LT). 9 ........-..:.........:.........:.........:....... .... .. :®. ... PROPOSED WTTLR • 740 EXJSI' GROUND , ....... 1.38%' ----- IDENTICAL ® : FL (LT) AT GUTTER FL LT __.= :............................ ( ) o :.EXIST GROI�ND POINTS. ......................... 0'I 0.51q 725 :.------- : AT GUTTER: FL (LT) : ,38i ��,. ' .......:. 0.52 0 . ---$ 719-- 1.38%:.........:.........:.........:.........:.........:.........:.........:.............................:.................. % ....... 51 1 :PROPOSED CATCH BAS/N :.........:.........:.........:........ ? 3 0 ..... .54 : 9g o ....................... 735 .............................:.........:.:.........:.........:.........:.........:........ ...................... :..........:..........:.......... :.............. ,......:....................: 720. ............... .......... ..............................:.........:...................:.........:.........:.........:.........:.........:.........:.........:.........:.........�.........:.. � :• 1+00 2+00 ............................. . 3+00 4+00 5+pp 6+00 7+pp g+pp 9+pp + ......................... .............................730 10+00 11+00 12+00 13+00 14+00 745 GFL CURVE Wf-ST FL OWL/NE PROF/LE :.........:.........:.........:.........:...........................:.........:.........:...DISTANCES....:.........:......... :......... :.........:................................................................. 00 > N to d- to O . :. .:. ... ... . . . . . ... . . . . . . . . ... . . . . a N o o ao o� 0 29.59' 755 . . o Q.N 0i M . cV . 6 M . . . . . . . . . . . . . . C ; . . . . . . . . . . . . . O LO to O t0 N N O to O co + r- to N co N N t]0 N 2 28.60' . . . . . . . . � Cq to N N LO O v- . c00 M O , . 740. •- Q + h ^ . + ^ : N M Nth pry 'ODM 'tom tvj. ... ... Cd ui . . . . . . . ... . . . . . . ... M" :........v v ........................... CIS >.. Na. , U M4................... O 29.59' . . �h ++� . 1- +^ +^ OM . . mM ....... tL Lt (� I\ J N ..... O..31.42'......:.........:.........:.........:.........:.........:............ �v...�cm.� ....: .7(a(,�� �cm�.........:..........:........ ±� ... �W Lt_ O U W J Li �+-� m _1 LtJ 'J m J Q- . . . . . . . . . . . . . . . . . . ... Z g........:.........:......... m .. O 31.42' U . �- �- ,� ....... J m .:..... 750 C3:.........:....©..31:42'...................................................:.........:... w U 735: + ........ :......... :......... O7 31.42' 11 439.82' . ; .... . -��1.42O ON•CUR 1,64.04'......... 11.6.06' Q 31.42' . 745 : ON CURVE ON CURVE....... ..........:....�......:.........:..................:............. 730. . 10 31.42' & ��:...... �. PROPOSED GUTTER EXIST GROUND ... ................. :.........:.....1.1...31: 42'......:.........:...FL. (RT).. : 50' VC .-........ .............. :. AT GUTTER : FL . (RT) . f' --�" �� PROPOSED :GUTTER 740 .EX181' 'GROUND .:......... ... ............ :.........:.........:......... ' . .37� IDENTICAL . P. ROP0.5EU . CATCh' B4SIN. POINTS FL (RT) • .' ... . 725: AT GUTTER FL (HT) .........:.........:.........:... ............ .:.......... ... .................... ...... '.,........ ' ...... _ .:..................... _..-........... ......... ......... :......... .........:.........:.........:.........:.... ..... :......... :...... ... 1.42% ............................................. ......... .......... ....... ... 735 720. .........................:.......................................:.................................................:.....................................................................:..........:..........:..........:....1.....:..........:..... PROPOSED CATCH BAS/N 1 +00 . ...........2+0 p ...PN STA = fZ 2164.04 3+d0 ...............� +ap .......:.......5:i.pp :......00 ......:...... . . .. .. ........ .. .............. PVIIWY- 72285 0 8+pp 9+00 10+00 11 +00* ,12+00. 13+00. , ..14+ ............ 730 00 A.D. = z2I EAST FL OWL/NE PROF/LE K = 22.62 ®1= ✓OBNo.: 04-f58 DWGNO. 04-9583T--PH2 DATE.• 05/30/06 DRAWNBY ✓!/ CHEMEDBY wv SHEET n OF23 SHEET CONSTRUCTION NOTES O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 W/5' WIDE STANDARD TYPE SIDEWALK PER STD DWG S-3 (UNLESS OTHERWISE NOTED) 0 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. SID. DWG. S-29 �- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. O.B. STD. DWG. S-31 -}- INSTALL STREET NAME SIGN - - PROPOSED RIGHT -OF -WA Y 8"sPROPOSED SEWER 28.43' O2 M e o w 5.03' rCO: w. tt°n w 000• co U W 6.35' Q7 6.35' ® m Q9 6.35' 10 6.35' 11 6.35' #"sDPROPOSED STORM -DRAIN M N + 3.20 r-: C5 31.42 + � + 0 + C6 439.82 280.0 co 90'00'00" I O d ^ ~ W W N J x N 0o- - 0n � w a LISBON 0 °- a Im _ " 4 a ELSHE12) 0- a=. � � N S 54 a �V r � .180 Y_ u vv FL 2+41 r. 1I -I O 0 � Dwy. F 2+4 .1 -� 205 212 GFL CURVE DISTANCES O 28.43' O2 29.68' O3 5.74' ® 5.03' Q5 6.30' ® 6.35' Q7 6.35' ® 6.35' Q9 6.35' 10 6.35' 11 6.35' 12 31.42' 13 31.42' N C. M CI0 N 0 M N _ a Ln 0 V) Q ca. E cuiz izN a 00 to A Nlw N Lo `` °- DOVER w °' a PLACE (SEE SHT. 12) 204 FL 2+41. F 2+4 .1197 4 19dL 2+41 ' N co %1 + 9 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 29.68 20.00 18.34 85'01'45" C2 205.89 320.00 106.65 36'51'54" C3 6.16 20.00 3.11 17'39'40" C4 6.35 20.00 3.20 18'11'42" C5 31.42 20.00 20.00 90'00'00" C6 439.82 280.0 280.0 90'00'00" Nlw N Lo `` °- DOVER w °' a PLACE (SEE SHT. 12) 204 FL 2+41. F 2+4 .1197 4 19dL 2+41 ' N co %1 + 9 + �+ +. + lco J � d'n �N ON ON �°N C-)3 11 176 177 Cal W N 1Ji 44 U- 145 „ caiU-, _ <:�j � --i 181 140 141 � 142 143 ISI w w O n b O d Lu Q z N I_b 1 � 22 s„ SS T— --i- — + +1.1-4- +> �+ + lco J � d'n �N ON ON �°N C-)3 11 176 177 Cal W W 1Ji 44 U- 145 „ U 146 r 147 148 149 181 J W ISI 1 O n b OSLO PLACE (SEE SHT. 11) N �I 100 C: 2+4'.4 189 4 No 42038 t"xp.03f31f16 rv% OF C A��FC HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' o�w I�w q DV 188 FL 2+41 4 -s� � I — SS-- lulMi 174 x a- VIENNA PLACE (SEE SHT. 12) a`V +> +> 175 05/30/06 DRMNBY J � d'n Lo 179 J � J O 11 176 177 lulMi 174 x a- VIENNA PLACE (SEE SHT. 12) + E N '`- U- v' a 05/30/06 DRMNBY J � J 178 w 179 0 N O W + E N '`- J �z,� OSLO w°' N �m ¢> PLACE > 22 >z o~ > o �, (SEE SHT. 11) ..�� O d oho w lw � (ui w o o "' moi• � 06 LQ a00 0°po 00� o6 w Q Q + 04 + + + to r- + �N M0N N U_r- LL+ 0) M N 4 Nc0 M U M LL. J JU U U U LJ m U U Liw 01 V AE YA AE ADRI ;................... ......... ........................... ................... ........ .....................................: 765 760 :......... ;.........:.........:.........:.... ; (PRIVATE): d'(� QO� CO ; CO et co r,. cd to co �"� ; �`� MO ao� ; . . . . . . . . . ; MN' tp(fl ; ee}}• 00 OCfl trio ; toCV OQ'r. (D 00 Nco, 000 .,. O to to (r) cD' O d aC? ' co �• to r,. b0 to. .t,,') r ^ m � � 'N 00' to W' d0 df ' ' r- d� ' Ch iV '� r7' O d.' b �" � W � O 'W i- to N' � ^ ' C� �-' tVto NtD t0Cfl NU CV!.. CiO CV0 WO MO Mr- r,� McV *N MN `d'N. cV •- 00 .- M �- N to tV r N f\ et � M d' d• to d d' t\ d Mtn to to M + + �- to + m {: } n A �^ mit r� m Md er r, trite ; +r` +^ +) r, +^ +� +~ ++� +^ +t` ; . . . . . . . . . . . . . . . . . ^ . . . . . i\ 1\ 1\ ; . . . . . . . . . . �..(i +r- +� +� +� +� p) N N M M 1M + co c� cp n r r' . . . . . . . . . . . . . . . . . . . . . . . . . . �w .� N� cq Nom. N� NW. NW .N W. NU. tr'NX NW NW NV' Nm 760 d' ��'•;—�•r- e��'• r Li'• Li_ w W w U U' Jm J J� J� JW J�. 755 � � m.....:.... t,, rL w w 0 U C) �" ; _im �_ : r�� �� �`'' .gym �� �� �� �`'' ``m: ``� :.�� �� �W........:.........:.........:....... LL_ CL .....:.�_ �_ :......� > > m 0 o c� ....'.... `� �'..................................... ... x x x x is r............................... X . :.. X... X.. EXIST GROUND x a a a a AT GUTTER; FL (LT) �- °- :.. .. . .. .......... . .. v. E�CIST GROUNQ 10 ; 11 : 755 750 .......... ; .............. ® ; O AT GUTTER FL (LT) r - _ :. 0.58% g— � .......... . :......... ; .........:. ...... n : ......... Q ...............PROPOSED.--- ; ; 0.60% ... 205.89'..... ' .......... ; ......... ; .... "_'.---- : 0.6b% ; 750 745 0 ON CURVE ; ; 1.38% :• : :.........:.........:........... 1.37%. IDENTICAL.. ; ; POINTS ...................:.........:.........:.....' .........:.........: 1.22%:.........................................................................................; 745 740 .. ..................;....... ;PROPOSED'GUTTER .............:......... : : ; FL (LT) 51% ::....... :......... :.........:....................................................'........................ .........:.........:......... .................................................................................. 735:.........:.........:.........:.......................................................... :......... :..............................................:...:.....:.........:.........:.........:.........:.........:.........:.........: 740 + 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 + 00 15+00 16+00 NORTH FL 0KINE PROF/LE ...... 765 760.................:.................;..................................................;............................. ; NN 00 d• -4-0 . . . . . . . . . . . . . . . .00n . . . . N ; . . . . . . . .M Off. 0. . . . . N• OO �I-. 00 N c� to . . . . .. � •d tC) tC) MLO N to -F ; t14 f\ ^ N �' . . . . . . . . . . . . . . . . + O . . . . . . . . . . . `� �.. ...... �. �.............. cv 760 755:..........:.....................;.............,—.....;..........;..........:...............................:....... ; -� w ; m -J,-, : : ; . ........... m : ......:......... ....... .. .:........ ................. :......... w ............................. .......................... EXIST GROUND : ; AT; GUTTER FL (RT) : .......... ; .13' PROPOSED .GUT.TER. ¢ 755 750 .............;..........;... .....;...�......... ;... ; ; EXIST GROUND FL (RT) AT GUTTER . FL (RT) ____------" -- :..........:..........:.:........:..........:.........:.........:.........:.........:....... :......... ; ...... 12 ...._ : :.._:_:_.: _.r.r----.... 0.6 o:... ........ :......... ..... ....... .._,.,,,.9.82' 1 ; ; ', ONCURVE :'S....................................................................i....... 750 745 ;..........:..........:... ....PROPOSED •GUTTER.......:, , , , , ............. ................. �—: 0.51% FL (RT) ......1'42%..:. .........:.........:.........:.........:.........:.........:............................:........................ ....................... IDENTICAL POINTS :.........:.........:......... :.........:......... :....................................................... .......... ......... 745 740 ..............1.42% ........... ................................ ........... ........ :............................: :...........:...............................................................'..........:..........:. . �..................................:.........:.........:....' ...:.. .....:.........: 740 735:.....................:..........:..........:..........:.....................:..........:...............................................21..00..............22..00..............23+00 3' .00... 25+00 26 00 27+00 28+00 15+00 16+00 17+00 18+00 19+00 20+00 + + + 24+00 + SOUTH FL OKINE PROF/LE U- v' a 05/30/06 DRMNBY JV CHECKEOBY klAv a_ 0 N a_ • RN 9 N 181 O ISI 1 b i•. Lu Q z N I_b Ow_ W > N 0o- w CL 0 Im _ " 4 a rN � � N lJi � 54 a �V r � .180 J �z,� OSLO w°' N �m ¢> PLACE > 22 >z o~ > o �, (SEE SHT. 11) ..�� O d oho w lw � (ui w o o "' moi• � 06 LQ a00 0°po 00� o6 w Q Q + 04 + + + to r- + �N M0N N U_r- LL+ 0) M N 4 Nc0 M U M LL. J JU U U U LJ m U U Liw 01 V AE YA AE ADRI ;................... ......... ........................... ................... ........ .....................................: 765 760 :......... ;.........:.........:.........:.... ; (PRIVATE): d'(� QO� CO ; CO et co r,. cd to co �"� ; �`� MO ao� ; . . . . . . . . . ; MN' tp(fl ; ee}}• 00 OCfl trio ; toCV OQ'r. (D 00 Nco, 000 .,. O to to (r) cD' O d aC? ' co �• to r,. b0 to. .t,,') r ^ m � � 'N 00' to W' d0 df ' ' r- d� ' Ch iV '� r7' O d.' b �" � W � O 'W i- to N' � ^ ' C� �-' tVto NtD t0Cfl NU CV!.. CiO CV0 WO MO Mr- r,� McV *N MN `d'N. cV •- 00 .- M �- N to tV r N f\ et � M d' d• to d d' t\ d Mtn to to M + + �- to + m {: } n A �^ mit r� m Md er r, trite ; +r` +^ +) r, +^ +� +~ ++� +^ +t` ; . . . . . . . . . . . . . . . . . ^ . . . . . i\ 1\ 1\ ; . . . . . . . . . . �..(i +r- +� +� +� +� p) N N M M 1M + co c� cp n r r' . . . . . . . . . . . . . . . . . . . . . . . . . . �w .� N� cq Nom. N� NW. NW .N W. NU. tr'NX NW NW NV' Nm 760 d' ��'•;—�•r- e��'• r Li'• Li_ w W w U U' Jm J J� J� JW J�. 755 � � m.....:.... t,, rL w w 0 U C) �" ; _im �_ : r�� �� �`'' .gym �� �� �� �`'' ``m: ``� :.�� �� �W........:.........:.........:....... LL_ CL .....:.�_ �_ :......� > > m 0 o c� ....'.... `� �'..................................... ... x x x x is r............................... X . :.. X... X.. EXIST GROUND x a a a a AT GUTTER; FL (LT) �- °- :.. .. . .. .......... . .. v. E�CIST GROUNQ 10 ; 11 : 755 750 .......... ; .............. ® ; O AT GUTTER FL (LT) r - _ :. 0.58% g— � .......... . :......... ; .........:. ...... n : ......... Q ...............PROPOSED.--- ; ; 0.60% ... 205.89'..... ' .......... ; ......... ; .... "_'.---- : 0.6b% ; 750 745 0 ON CURVE ; ; 1.38% :• : :.........:.........:........... 1.37%. IDENTICAL.. ; ; POINTS ...................:.........:.........:.....' .........:.........: 1.22%:.........................................................................................; 745 740 .. ..................;....... ;PROPOSED'GUTTER .............:......... : : ; FL (LT) 51% ::....... :......... :.........:....................................................'........................ .........:.........:......... .................................................................................. 735:.........:.........:.........:.......................................................... :......... :..............................................:...:.....:.........:.........:.........:.........:.........:.........:.........: 740 + 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 + 00 15+00 16+00 NORTH FL 0KINE PROF/LE ...... 765 760.................:.................;..................................................;............................. ; NN 00 d• -4-0 . . . . . . . . . . . . . . . .00n . . . . N ; . . . . . . . .M Off. 0. . . . . N• OO �I-. 00 N c� to . . . . .. � •d tC) tC) MLO N to -F ; t14 f\ ^ N �' . . . . . . . . . . . . . . . . + O . . . . . . . . . . . `� �.. ...... �. �.............. cv 760 755:..........:.....................;.............,—.....;..........;..........:...............................:....... ; -� w ; m -J,-, : : ; . ........... m : ......:......... ....... .. .:........ ................. :......... w ............................. .......................... EXIST GROUND : ; AT; GUTTER FL (RT) : .......... ; .13' PROPOSED .GUT.TER. ¢ 755 750 .............;..........;... .....;...�......... ;... ; ; EXIST GROUND FL (RT) AT GUTTER . FL (RT) ____------" -- :..........:..........:.:........:..........:.........:.........:.........:.........:....... :......... ; ...... 12 ...._ : :.._:_:_.: _.r.r----.... 0.6 o:... ........ :......... ..... ....... .._,.,,,.9.82' 1 ; ; ', ONCURVE :'S....................................................................i....... 750 745 ;..........:..........:... ....PROPOSED •GUTTER.......:, , , , , ............. ................. �—: 0.51% FL (RT) ......1'42%..:. .........:.........:.........:.........:.........:.........:............................:........................ ....................... IDENTICAL POINTS :.........:.........:......... :.........:......... :....................................................... .......... ......... 745 740 ..............1.42% ........... ................................ ........... ........ :............................: :...........:...............................................................'..........:..........:. . �..................................:.........:.........:....' ...:.. .....:.........: 740 735:.....................:..........:..........:..........:.....................:..........:...............................................21..00..............22..00..............23+00 3' .00... 25+00 26 00 27+00 28+00 15+00 16+00 17+00 18+00 19+00 20+00 + + + 24+00 + SOUTH FL OKINE PROF/LE JOBNo.: to W �o 05/30/06 DRMNBY JV CHECKEOBY klAv SHEET fo OF 23 0 N • RN N O Lu 4 O � � N L a �V r � O 0 JOBNo.: 04-f58 MGM: 04-f58ST--PH2 DATE 05/30/06 DRMNBY JV CHECKEOBY klAv SHEET fo OF 23 SHEET 8"S #"SD CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER COB. STD. DWG. S-1 W/5' W/DE STANDARD TYPE SIDEWALK PER S7D DWG S-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD, DWG CONSTRUCT TYPE "A" CA TCH BASIN PER C. 0. B. STD. DWG CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. 8. INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE INSTALL STREET NAME SIGN PROPOSED RIGHT -OF -WA Y PROPOSED SEWER PROPOSED STORM -DRAIN GUTTER FLOWLINE CURVE TABLE CURVE LENGTH I RADIUS TANGENT DELTA Cl 197.061 42.00 42.87 268'49'50" C2 27.13 35.00 14.29 44'24'55" C3 31.42 20.00 20.00 89'59'59" C4 31.42 20.00 20.00 90'00'00" C5 31.42 20.00 20.00 90'00'00" C6 30.201 20.00 18.82 86'31'38" C7 31.42 20.00 20.00 90'00'00" C8 32.63 20.00 21.25 93'2823" C9 95.83 320.00 48.28 17'09'33" C10 11.25 35.00 5.68 18'25'14" C11 127.00 280.00 64.61 25'59'16" C12 166.68 84.00 128.58 113'41'16" C13 1 39.10 35.00 21.88 64'00'44" F_ (PRIVATE) PLACE �G`PEER o o do O O M I !� W U w x 765 .......... :......... :..:......;.........;.........;.........;.........:.........;.........:.........;.........:.........;.........;.........;.........;.........;.........;.........;.........;...... 765 MN to C4 gg- : : Oco Or O' Od- : : : N 000 Ooi Lo 00.0 Lo 002 po N M i- O Ob 4M to to to N d ' Lo N cel CD to 00 er to r- a7 .- M �- r- oo d; t� co . :Go� .Or .toO ; ; �O. .0�. .O; �O. ; ; ; .coni 'NO .^O. .Ooi.cfl ; 006. ; NW Mc0 ; ; ; csel' Nto Nm mm 00 Lo 0 L to, Cott) cod rd- and erd-,etd .-d- �d Nd• O� +r +r -j-r +r +r r. +r +r +r +� +r.+r +r +� +r rnr ��,1NEER�cb N M M tf) U) to co co r 00 00 / U U U M a M• m M M a a• m U m U 760 ...........-jo ...........J Jm .................... wv... mow...... .U._,o...................................._,U..JL► .� Jw•�t1) ........tea...............jo• Ja...............................r,� 760 �`•' �Y 4� U_ CL wa cv wm u- m. w Ulm w� u- �.w U- w wa wa 00 o : m m V C=9 U f�j �o M C7 4- C9 W �. ( W m CO ..... ...... .......... >c X ...... ....... ..... ....... O O 98.53' n- Z a a : �a �U 755:.........: ..ON.CURVE ... Oi .......................... ..... .. ...:......... :......... :....... v. ......... v ........:.. .....:......... 755 d EXIST GROUND ..................... AT GUTTER FL (LT).. :.......:.........:.........:.........:.. :..... ®......:.. 95.UR .... 'ON CURVE ® . : : - % -0.30 --_""` : 0 • 750 ............... 70.29%... ................... _"1:53q' ....S1 . f)609o .. ............: 750 PROPOSED GUTTER 7-�nov EXIST GROUND:.........:...... FLOWLINE(LT)..:.........:.........:.........:.........:.........:........ :.........:...........:......390:.AT GUTTER. FL�LT�GFL CURVE { OSED GUTTER �--1.1DISTANCES 745 :.........:..:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..LINE:(?)......:.........:.........:........ 59... : 745 �V 01 27.13' :.. :...:.........:.........:.......... :......... :......... :............................. :......... :.........:.........:.........:.........:.........:.........:.........:.........:.........: 0 31.42'CZ 6.35' 740 .... ..............................................................................................................................................................................:.........:.......'..: 740 � �.• ® 6.35' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 5 11.25' cccl © 27'13 IDENTICAL POINT NORTH FLOWLINE PROFILE 0 25.06' ® 6.35' 09 31.42' 765.......;.........;.........;.........;.........:.........:.........:.........;.........;.........;.........;.........;.........:.........;.........;.........:.........:.........;.........;...... 765 O10 31.42' rn o co m N N. O 00 o co O: ' w M N co N � O O �- In O to to O 11 31.42' . . . . . . . . .N M . . . . . . . . . . I\ O oA rn ........................ to o rn rn. Lo o .....:.................. :.......... to moi; . M :.... co "� `� �- ........:. �- r ....:.........:....... . ao co .-:.. v *; o • o • rn rn o • o0 of o; • of • o0 of (6 r; • r- wo. . N ►ui .N to N io to co 00 co ul d- tet. co to co d- �t �h * d- � � d: d- 00 d 1© 39.10' '+r +r +r +r r r r. +r +r r : r +r +r +r +r OU �U �U Nm cr a a'. tom Lo m Q= co m rU OU 00V 760 . . . . . . 'JO . . . . . JCG _!W JU' V'. U U JU' . . . . . . . . . . . . . . . JU' U . . . . U J� . . . . . . . . U.: . . . . . . . . . . . . . . . . . . . . . . . . gym. . . Jw . . . . . . 760 wa as rv• w w m w w w m w e� ��: w.. a = o: a a m U o U U U o `'' m w M w ....98.53... ... .. a. ... :.............................. .. .. ..... ON CURVE 7 755.. .... ... 9 ..........:..................1 p.. 755 127.00' ......... .......... :..... ®.. :. :.........EXIST .GROUND.........:.. :... 11 :.. :..ON.OURVE........ .. 12 .......:...... "'--'- aT GUTTER FL (LT)No - 0� -0.3 :.........:.........:....-0,29.....0%..:.... :..... p �:. :. ..... .:.........:.........: r 750 ; ; ; PROPOSED GUTTER �2 X49; ; 0. 1 �, ; ; 750 F•LOWLINE (LT) ; ; ; ; PROPOSED GUTTER _ 1 5 ...................:.........;.........................................FLOWLINE {LT). :.........;.......................... 2 ........ �`. ................. PROPOSED. GUTTERFLOWLI 745:...................:...................:.........:.......:.........:.........:.........:...................:.........:.................NE:(�T),......:.........:.........:....... '�. ... 745 ................................................................................. 740 ......................................................... ...:......... :......... :......... :.................................................................... .:........ :.........:.........:.......I''..: 740 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SOUTH FL OWLINE PROFILE o M M W Q � c°v � DA TF 05/30/08 DRR4WN8Y JV 1 W MKV SHEET � ,J OF 23 SHEET v t 4 v 4 O V OO � � Z O � v N J08No.: 04-158 MGM 04-158SAW DA TF 05/30/08 DRR4WN8Y JV 01101MOBY MKV SHEET � ,J OF 23 SHEET CONSTRUCTION NOTES O1 CONSTRUCT 6" CURB & GUTTER PER C. O.B. S1D. DWG S-1 W15' WIDE STANDARD TYPE SIDEWALK PER S1D DWG S-3 (UNLESS OTHERWISE NOTED) O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG S-29 -o- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN PROPOSED RIGHT -OF -WA Y _8"s— PROPOSED SEWER —fsDPROPOSED STORM -DRAIN P 0 204 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' VALE ROYALE DRIVE (SEE SHT. 10) I N 00 'm I 1 11 VALE ROYALE DRIVE (SEE SHT. 10) 'NANA PL A OL=� L�00 Vi=�R PLA40A=� 765...................................(P.RIVATE.)..;...................:..........765 760..........;.........:...............� PRIVATE).: ......... :,,******,:**** ...... 760 MN co C4 0d' O(o 0, r- n co co Cato OM O- N r 00 00 i� to M to O N O � 00 00 Lo 1f) O tf) O (m>!tl .NtNo. .tMtN OOtN. tCj. cop .N .tco Mndm 00�. .pal . . . . . . . . . . . . +h +h +r +tom +n +'` +I- + +ice + t OU �0 JU N� M� .00 .-U �0 �0 LJ� UW -!U �+� -!U Ja JW JU Jw 760..........; m ;..... �+,.........:.........:. m...�-1�........;.........;760 755:.........:� m ......;....u- a..J ;......... m...�-�................. 755 0 0 0 U- x x 98.53'.... :......... ... . a................. :� .. ;EXIST GROUND... a .................: ON CURVE EXIST GROUND AT GUTTER :FL (LT) 755 ......... ; ...... ; ..... .......... : • T. GUTTER -FL- (�T)... ............... . .... 755 750: ......... ; - 9:1 77 ..... -----r.�........ ; ......... ; 750 :.........: -07 7297. ... -4.30 .......:.....-1.1490.. ........... GFL CURVE -1.53 -2.2 PROPOSED GUTTER PROPOSED GUTTER 19;• D/STANCES 750:.........:. :.........:..........750 745..........:. ......:......... :....FL.(LT).........:.........:.........;.........: 745 •FL' (L'T) . Q127.13' :.........:.. :.........:.........:....... :.........:.........:.........: :...........................:.........:.........:.........:.........:.........: O2 27.13' 0 25.06' 745 :..:.........:.........:.........:.........:.........:.........:745 740:.........: :.........:.........:......... :......... :......... :......... : ® 6.35' 740 O5 27.13' IDENTICAL POINT 1+00 2+00 3+00 4+00 IDENTICAL POINT 1+00 2+00 3+00 4+00 © 27.13' EAST FL OWL/NE PROF/LE EAST FL OWL/NE PROF/LE n� U7 25.06' co ® 6.35' 760 ...... .... .............N ............:...... ........ �.......N ............... 760 760 ......................................:.........:................... ; .........: 760 Lo K) to co rn to o Lo co rn N O N �-- 1� 00 00 t� to to 00 r- •N Q 1l m 00 u') ; to O 00 1- V" 9 27.13' 'o0 M ; (6 N M (V ; ; N ; o0 m co 00 M 00 r � It) Lci 00 to to Lo 'N N d- Lo 1* 00 `d' d- 1t 0 10 27.13' :o ^ .......... .. + t-.......; .........:.....+ �.. �. r ;.........: � ......:... .� + �.......:.........:.... �.. :.........; No m `-U rU N co 11 24.98' JC7 _j Qt Jm ; ; -j� '�'' v i i s 0 i m w "' 12 6.16' 760 .... ....Lj :....`�a..0 ;.........;....``6.. �. `'' ....:..........760 755:.... �......;..... J ;..... . .....;.........; 755 Q ; ; �- m X ; ; ; ; ``- EXIST GROUND ; I N :... EXIST GROUND .... ....: .......: AT GUTTER FL (LT) Q . :......... . = 98.83'. Al' GUTTER FL (LT} O a ON CURVE ; ; 755 ... .......:..... ... �2 ®....:.........: 755 750:.... .. --r. 7�----r._...`_ �8 .............. ; 750 Ln----------- : : : -1.149; _ 1IV .18 o .........; .............._0.29% :.................. .....:... ................. ..;...... 387. PROPOSED GUTTER 750 :.........:PROPOSED.GUTTER.....:.........:.........:.........:.........:750 745..........:.........: F! - (-r)...:.........: ......... :........ >0 ......... :......... : 745 Q FL (LT) °: :.........:..................... ....... ........... ........................... ......... .................................... ......... ......... : 745 ...................:.........:. :.........:.........:.........:.........:745 740:.........:.........:.........:.........:.........:.........:.........:.........: 740 1+00 2+00 3+00 4+00 1+00 2+00 3+00 4+00 N WEST FL OWL/NE PROF/LEco WEST FL OWL/NE PROF/LE a L FL 0+28.23 1 +00.00 CENTER Kw U !- Ox 209 V ! ER co d� O M j `� 'I > U 0 CL 0 LA. 4 Dy��d W ,`<v wU w m 10i �m C5� d m coO= I �� ± Nm X C9 re) ----------- 0 U Li a HORIZONTAL: 1"= 50' JC VERTICAL: 1"= 5' 44 VALE ROYALE 'moi DRIVE (SEE SHT. 10) 107 206 205 1 co la m 0 1 I ti C204 s.. SS o ?` �2 N vEER�cb®�� 0o >- GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 197.06 42.00 42.87268'49'50" N C2 27.13 35.00 14.29 44'24'55" C3 31.42 20.00 20.00 90'00'00" C4 1 30.721 20.001 19.32 88'01'09" P 0 204 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' VALE ROYALE DRIVE (SEE SHT. 10) I N 00 'm I 1 11 VALE ROYALE DRIVE (SEE SHT. 10) 'NANA PL A OL=� L�00 Vi=�R PLA40A=� 765...................................(P.RIVATE.)..;...................:..........765 760..........;.........:...............� PRIVATE).: ......... :,,******,:**** ...... 760 MN co C4 0d' O(o 0, r- n co co Cato OM O- N r 00 00 i� to M to O N O � 00 00 Lo 1f) O tf) O (m>!tl .NtNo. .tMtN OOtN. tCj. cop .N .tco Mndm 00�. .pal . . . . . . . . . . . . +h +h +r +tom +n +'` +I- + +ice + t OU �0 JU N� M� .00 .-U �0 �0 LJ� UW -!U �+� -!U Ja JW JU Jw 760..........; m ;..... �+,.........:.........:. m...�-1�........;.........;760 755:.........:� m ......;....u- a..J ;......... m...�-�................. 755 0 0 0 U- x x 98.53'.... :......... ... . a................. :� .. ;EXIST GROUND... a .................: ON CURVE EXIST GROUND AT GUTTER :FL (LT) 755 ......... ; ...... ; ..... .......... : • T. GUTTER -FL- (�T)... ............... . .... 755 750: ......... ; - 9:1 77 ..... -----r.�........ ; ......... ; 750 :.........: -07 7297. ... -4.30 .......:.....-1.1490.. ........... GFL CURVE -1.53 -2.2 PROPOSED GUTTER PROPOSED GUTTER 19;• D/STANCES 750:.........:. :.........:..........750 745..........:. ......:......... :....FL.(LT).........:.........:.........;.........: 745 •FL' (L'T) . Q127.13' :.........:.. :.........:.........:....... :.........:.........:.........: :...........................:.........:.........:.........:.........:.........: O2 27.13' 0 25.06' 745 :..:.........:.........:.........:.........:.........:.........:745 740:.........: :.........:.........:......... :......... :......... :......... : ® 6.35' 740 O5 27.13' IDENTICAL POINT 1+00 2+00 3+00 4+00 IDENTICAL POINT 1+00 2+00 3+00 4+00 © 27.13' EAST FL OWL/NE PROF/LE EAST FL OWL/NE PROF/LE n� U7 25.06' co ® 6.35' 760 ...... .... .............N ............:...... ........ �.......N ............... 760 760 ......................................:.........:................... ; .........: 760 Lo K) to co rn to o Lo co rn N O N �-- 1� 00 00 t� to to 00 r- •N Q 1l m 00 u') ; to O 00 1- V" 9 27.13' 'o0 M ; (6 N M (V ; ; N ; o0 m co 00 M 00 r � It) Lci 00 to to Lo 'N N d- Lo 1* 00 `d' d- 1t 0 10 27.13' :o ^ .......... .. + t-.......; .........:.....+ �.. �. r ;.........: � ......:... .� + �.......:.........:.... �.. :.........; No m `-U rU N co 11 24.98' JC7 _j Qt Jm ; ; -j� '�'' v i i s 0 i m w "' 12 6.16' 760 .... ....Lj :....`�a..0 ;.........;....``6.. �. `'' ....:..........760 755:.... �......;..... J ;..... . .....;.........; 755 Q ; ; �- m X ; ; ; ; ``- EXIST GROUND ; I N :... EXIST GROUND .... ....: .......: AT GUTTER FL (LT) Q . :......... . = 98.83'. Al' GUTTER FL (LT} O a ON CURVE ; ; 755 ... .......:..... ... �2 ®....:.........: 755 750:.... .. --r. 7�----r._...`_ �8 .............. ; 750 Ln----------- : : : -1.149; _ 1IV .18 o .........; .............._0.29% :.................. .....:... ................. ..;...... 387. PROPOSED GUTTER 750 :.........:PROPOSED.GUTTER.....:.........:.........:.........:.........:750 745..........:.........: F! - (-r)...:.........: ......... :........ >0 ......... :......... : 745 Q FL (LT) °: :.........:..................... ....... ........... ........................... ......... .................................... ......... ......... : 745 ...................:.........:. :.........:.........:.........:.........:745 740:.........:.........:.........:.........:.........:.........:.........:.........: 740 1+00 2+00 3+00 4+00 1+00 2+00 3+00 4+00 N WEST FL OWL/NE PROF/LEco WEST FL OWL/NE PROF/LE a L FL 0+28.23 1 +00.00 CENTER Kw U !- Ox 209 V ! ER co d� O M j `� 'I > U 0 CL 0 LA. 4 Dy��d W ,`<v wU w m 10i �m C5� d m coO= I �� ± Nm X C9 re) ----------- 0 U Li a HORIZONTAL: 1"= 50' JC VERTICAL: 1"= 5' 44 VALE ROYALE 'moi DRIVE (SEE SHT. 10) 107 206 205 1 co la m 0 1 I ti C204 s.. SS o ?` �2 N vEER�cb®�� 0o >- o r n� t0(o 00OW d + Lo Q m JW ix a ul coo 0U 1- !r o0 W n- N ±4- 10 N � 2 D ��i-� to 04 Lo + LJ + W O 2 v V. II 4 V 0 ci Lo °' HORIZONTAL: 1"= 50' J J w � i i VERTICAL: 1"= 5' U - v a h VALE ROYALE DRIVE (SEE SHT. 10) 184 1 B3 182 181 200 199 198 ` O9X uo co + 0o + '� rn o 5 N !• 6`S'X co + I + '- m N [� � `- LL. C N ] LJi C-4 1 1 O il FL 0+28.23�, C2 .23 C2 — GB/POC 0 N 2 GB POC ' r) II— s" ss — U o U 1 +00.00 CENTER CZ N 1 +00.00 CENTER CZ 71-7 CUL-DE SAC CUL-DE SAC 1 1 � I 1 `L CSO °D� C,mN ® D� `i>: 0 M OX d� ! ±t N J(� ci N N) OX +r N 185 °° 201 JC3� 136 187 188 1 202 203 VALE I ROYALE DRIVE Ki co (SEE + Lq SHT. 10) + P 0 204 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' VALE ROYALE DRIVE (SEE SHT. 10) I N 00 'm I 1 11 VALE ROYALE DRIVE (SEE SHT. 10) 'NANA PL A OL=� L�00 Vi=�R PLA40A=� 765...................................(P.RIVATE.)..;...................:..........765 760..........;.........:...............� PRIVATE).: ......... :,,******,:**** ...... 760 MN co C4 0d' O(o 0, r- n co co Cato OM O- N r 00 00 i� to M to O N O � 00 00 Lo 1f) O tf) O (m>!tl .NtNo. .tMtN OOtN. tCj. cop .N .tco Mndm 00�. .pal . . . . . . . . . . . . +h +h +r +tom +n +'` +I- + +ice + t OU �0 JU N� M� .00 .-U �0 �0 LJ� UW -!U �+� -!U Ja JW JU Jw 760..........; m ;..... �+,.........:.........:. m...�-1�........;.........;760 755:.........:� m ......;....u- a..J ;......... m...�-�................. 755 0 0 0 U- x x 98.53'.... :......... ... . a................. :� .. ;EXIST GROUND... a .................: ON CURVE EXIST GROUND AT GUTTER :FL (LT) 755 ......... ; ...... ; ..... .......... : • T. GUTTER -FL- (�T)... ............... . .... 755 750: ......... ; - 9:1 77 ..... -----r.�........ ; ......... ; 750 :.........: -07 7297. ... -4.30 .......:.....-1.1490.. ........... GFL CURVE -1.53 -2.2 PROPOSED GUTTER PROPOSED GUTTER 19;• D/STANCES 750:.........:. :.........:..........750 745..........:. ......:......... :....FL.(LT).........:.........:.........;.........: 745 •FL' (L'T) . Q127.13' :.........:.. :.........:.........:....... :.........:.........:.........: :...........................:.........:.........:.........:.........:.........: O2 27.13' 0 25.06' 745 :..:.........:.........:.........:.........:.........:.........:745 740:.........: :.........:.........:......... :......... :......... :......... : ® 6.35' 740 O5 27.13' IDENTICAL POINT 1+00 2+00 3+00 4+00 IDENTICAL POINT 1+00 2+00 3+00 4+00 © 27.13' EAST FL OWL/NE PROF/LE EAST FL OWL/NE PROF/LE n� U7 25.06' co ® 6.35' 760 ...... .... .............N ............:...... ........ �.......N ............... 760 760 ......................................:.........:................... ; .........: 760 Lo K) to co rn to o Lo co rn N O N �-- 1� 00 00 t� to to 00 r- •N Q 1l m 00 u') ; to O 00 1- V" 9 27.13' 'o0 M ; (6 N M (V ; ; N ; o0 m co 00 M 00 r � It) Lci 00 to to Lo 'N N d- Lo 1* 00 `d' d- 1t 0 10 27.13' :o ^ .......... .. + t-.......; .........:.....+ �.. �. r ;.........: � ......:... .� + �.......:.........:.... �.. :.........; No m `-U rU N co 11 24.98' JC7 _j Qt Jm ; ; -j� '�'' v i i s 0 i m w "' 12 6.16' 760 .... ....Lj :....`�a..0 ;.........;....``6.. �. `'' ....:..........760 755:.... �......;..... J ;..... . .....;.........; 755 Q ; ; �- m X ; ; ; ; ``- EXIST GROUND ; I N :... EXIST GROUND .... ....: .......: AT GUTTER FL (LT) Q . :......... . = 98.83'. Al' GUTTER FL (LT} O a ON CURVE ; ; 755 ... .......:..... ... �2 ®....:.........: 755 750:.... .. --r. 7�----r._...`_ �8 .............. ; 750 Ln----------- : : : -1.149; _ 1IV .18 o .........; .............._0.29% :.................. .....:... ................. ..;...... 387. PROPOSED GUTTER 750 :.........:PROPOSED.GUTTER.....:.........:.........:.........:.........:750 745..........:.........: F! - (-r)...:.........: ......... :........ >0 ......... :......... : 745 Q FL (LT) °: :.........:..................... ....... ........... ........................... ......... .................................... ......... ......... : 745 ...................:.........:. :.........:.........:.........:.........:745 740:.........:.........:.........:.........:.........:.........:.........:.........: 740 1+00 2+00 3+00 4+00 1+00 2+00 3+00 4+00 N WEST FL OWL/NE PROF/LEco WEST FL OWL/NE PROF/LE a L FL 0+28.23 1 +00.00 CENTER Kw U !- Ox 209 V ! ER co d� O M j `� 'I > U 0 CL 0 LA. 4 Dy��d W ,`<v wU w m 10i �m C5� d m coO= I �� ± Nm X C9 re) ----------- 0 U Li a HORIZONTAL: 1"= 50' JC VERTICAL: 1"= 5' 44 VALE ROYALE 'moi DRIVE (SEE SHT. 10) 107 206 205 1 co la m 0 1 I ti C204 s.. SS o ?` �2 N vEER�cb®�� 0o >- o r >: `7 N ao + N+ iv N MAV a ul J N 10 211 212 I I VALE ROYALE DRIVE of to o (SEE SHT. 10) to 04 Lo 00 N0 _Jw -10LL. 0_ u- m LWi m cz ,149A6<DN PLA Oi=� c co, 0 760.......... :........ (PRIVATE ) ........ ..... : 760 NN n0000 00 to LLoo� Loo,.t 'o0 t- (6 tf) 14i t(j N O N :N ,d . . . . . C4.4.,* . . Ln .,Kt00 d p d . . . . . . . . W .OU U U NU 755 , .........:UJ tea ......:.... u- a- ......... m :' � LL- :........ . :755 LL- CD 0 X E.AT XIST GROUND.. a........ Q9 GUTTER FL (LT) 750 ........... ... . _ ......... .........:..........750 745 ............ ............ -1.39; .. -1.s4Y:......... :..........745 PROPOSED GUTTER ......... ....FL. (LT) ....... ; .........:......... X2.26 740 :.................:.........:.........:........ .................:.........:740 1+00 2+00 3+00 4+00 IDENTICAL POINT EAST FL OWL/NE PROF/LE 760 ............................................... 760 Nr 1-000 000M r0 t\ coo .o6 t` (6 U') M L6 s- N e - N d N d L0 It o0 't It 1* .+r ...........+1�,..+ice.. .. ...... .. .. . . .. .� �. r. .............. Om `-U rU Nm tr of ;LJ� tJi� �m ; �� w w 755 :..... ;..... �...................'.......m.. �. ...............:755 :.... :.... Q . ..............: EXIST GROUND 10 AT GUTTER FL (LT) 750 .... ............ ... ...... .......... .................;750 -t'90" 745:.........................-r.s2q -1;9 ........ .1?.................745 PROPOSED GUTTER 1.38% .................. FL.(LT)..... :......... :........ :.........: 740 :.........:..................................... ..........................740 1+00 2+00 3+00 4+00 WEST FL OWL/NE PROF/LE ✓OBNo.: 04->58 DWGNO.: 04-4WADH2 O 05/30/06 DRAWNBY.• iv CHEM,60BY MAV a ul SHEET M a W 2 v 4 V v a h ✓OBNo.: 04->58 DWGNO.: 04-4WADH2 DATE 05/30/06 DRAWNBY.• iv CHEM,60BY MAV SHEET 12 OF 27 SHEET t-� �- .+. 1/I 8"S #"SD N a Ln N N to O 0 N 8 M N 2 a Ln 0 c CL a E cu N Ln S a Ln 0 CONSTRUCT/ON NOTES CONSTRUCT 6" CURB & GUTTER PER C. 0. S. STD. DWG. S-1 W/5' W/DE STANDARD TYPE SIDEWALK PER SID DWG S-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. O.B. STD. DWG S-31 INSTALL STREET NAME SIGN PI PI P/ -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' ��G�NEER .k b/ti o o d% o a M I N- X UO p co co )=RANCOIS1wa N ......(PRI.VATE)....................................................:.....:.........;.........;.......... 760 ��� ��� 750..........;.........;.........;......... ; ; hco Loo O 00 NCD M00 0)h 000 �co �•�d/yd �p� c� ON•Oh M OM " Ni Q?tn •—et m0? MN O ON.OrM � Ki ori o Ki Ki C6 ai co ori co ... r' r' o CO h ... M 00 .................................................... .� ui h . �S�03ai� r)..4 Ih•tc)M . . . . . . . . . . . �..f n OM• •NM NM •h^ ♦h I NF' M� M� pe) �� �w �� ~ : U U U JC�,`Jn- ,JQ JU JW JD- JW JW JW JO- . . . . . . . . .i+. . . . . . W ,�- 0 !�- ..� _ '� 755 745: .........:... m.�-� ;.........:... ... W: :.........:.........:.........:.........:.........:.........:......... ..... ..:.........: ........ .................. a.. ..... a.. a . �..... ....:.........;...... w (� v O .........:.........:.........:.... a .. ..... ............: 750 740 ..........:...:.........;...... 3 ... 1. ON CURVE52.75' 5�... ...� 52.75 1,52% ON CURVE: ,._-=--.........:.........:.........:.........:................... Q :.........:... :', .PROPOSED.GUTTER.:.. 02 ........ .. _.........;.. 1 . FL (LT) : 1,52% ; 1'51% �' cz 1.52% ::,,..�- - "....-..................................I�EN-iICAL. :......... ; .........: •PROPOSED: GUTTER ... 745 �... 735 ' ' ; .. , FL (LT) POINTS S ✓� T 1% 1.52% UND : /� .. • .5 it .EXIST GROUND ... ..................... ..... .... ......... ..... :..... :........--_-- ...........: :.........:..........AT GUTTER' �L' '(LT) ....:.........:.........:... ; 1.529'0, GFL CURVE : :......... ✓ :.........:.........:............................ ��.......................................... 740 D/STANCES 730:......... ; . ; ; /...........:. EXIST GROUND :.. . 1Q 31.42:.........:.........:............................;.........;.........;.........:.........:...... .:.. •AT•GUTTER'FL•(LT) :.........;.........:.........: 6.35' 735 � 12.21' 725 :.........:.........:............................... .................. .......... .............. ..............6+��............... 7+00.............. , 8+00.... 9+00 10+00 ® 8.78' 1 +00 2+00 3+00 4+00 5+00 O5 46.71' © 39.10' NORTH FLOWLINE PROFILE 7Q 31.42' .................. : 760 ® 13.70' 750..........:.........:......•.,:.........:.........:.........;.........:....... : ; o0 r, 000 ; co O N ' O h 0T N to a) co to 00 CD ON•opo ON ceC6 MO hef . . . . . . . . . . .— OM'OM �d . . . . . . . . . . . . . . . . III KY .hm . . . . . . . O'ct Nom' P`7 -� h + �m:'—U Ni— M'U : : ; :... m. ": °�......: ......:.........:....... ........:.............� °"............:..................:.........;.........;.........:.........;.. :J J0: 755 745........ `` :v a. U m W �. . . . • 126.26 ON CURVE :.......................:.........:.........;.............. ®.; ......... ......... 750 740:........,;... ... . 57:0.3..:. ON CURVE' ; O.. ..PROPOSED•GUTTER .......1.49% .r--..------- .......:. �_._.........:.......:.:.........:.........:.........:.........: :...... ;...... FL (LT) --� �- 735: ............. ............:.........:.......PRbPOSED.GUTTER......... 745 --r- IDENTICAL FL :(LT) 1,249'0 1.49°10 ; GROUND POINTS ; ......... • .....:EXIST ...:.........:............... .. ................,.............::�:��..;.........;.........;.........: .........:.........:............. AT GUTTER:FL (LT) : 9% ; ��......:.................................................. 740 730:.........:.........:.........:.........:.........;.........:.........:.........:.........;.........:......... ............... -- EXIST GROUND .............................. :......... ...........:........................ ......... .................................... :AT4GUTTER:FL'(LT). :.........:.........:.........:.........:.........:.........:................... 735 ...... 725:.........:.......................................................................5+00 6+00 7+00 8+00 9+00 10+00 1+00 2+00 3+00 4+00 SOUTH FLOWLINE PROFILE q o M GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 -31.42 20.00 20.00 90'00100" C2 65.17 320.00 32.70 11'40'04" C3 57.02 280.001 28.61 11'40'04" C4 6.35 20.00 3.20 18'11'42" C5 52.72 579.00 26.38 5'13'01" C6 12.21 579.00 6.10 1-12'29- C7 6.46 1 20.00 1 3.26 1 18'30942" C8 1 46.71 580.00[_23.37 4'3652" -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' ��G�NEER .k b/ti o o d% o a M I N- X UO p co co )=RANCOIS1wa N ......(PRI.VATE)....................................................:.....:.........;.........;.......... 760 ��� ��� 750..........;.........;.........;......... ; ; hco Loo O 00 NCD M00 0)h 000 �co �•�d/yd �p� c� ON•Oh M OM " Ni Q?tn •—et m0? MN O ON.OrM � Ki ori o Ki Ki C6 ai co ori co ... r' r' o CO h ... M 00 .................................................... .� ui h . �S�03ai� r)..4 Ih•tc)M . . . . . . . . . . . �..f n OM• •NM NM •h^ ♦h I NF' M� M� pe) �� �w �� ~ : U U U JC�,`Jn- ,JQ JU JW JD- JW JW JW JO- . . . . . . . . .i+. . . . . . W ,�- 0 !�- ..� _ '� 755 745: .........:... m.�-� ;.........:... ... W: :.........:.........:.........:.........:.........:.........:......... ..... ..:.........: ........ .................. a.. ..... a.. a . �..... ....:.........;...... w (� v O .........:.........:.........:.... a .. ..... ............: 750 740 ..........:...:.........;...... 3 ... 1. ON CURVE52.75' 5�... ...� 52.75 1,52% ON CURVE: ,._-=--.........:.........:.........:.........:................... Q :.........:... :', .PROPOSED.GUTTER.:.. 02 ........ .. _.........;.. 1 . FL (LT) : 1,52% ; 1'51% �' cz 1.52% ::,,..�- - "....-..................................I�EN-iICAL. :......... ; .........: •PROPOSED: GUTTER ... 745 �... 735 ' ' ; .. , FL (LT) POINTS S ✓� T 1% 1.52% UND : /� .. • .5 it .EXIST GROUND ... ..................... ..... .... ......... ..... :..... :........--_-- ...........: :.........:..........AT GUTTER' �L' '(LT) ....:.........:.........:... ; 1.529'0, GFL CURVE : :......... ✓ :.........:.........:............................ ��.......................................... 740 D/STANCES 730:......... ; . ; ; /...........:. EXIST GROUND :.. . 1Q 31.42:.........:.........:............................;.........;.........;.........:.........:...... .:.. •AT•GUTTER'FL•(LT) :.........;.........:.........: 6.35' 735 � 12.21' 725 :.........:.........:............................... .................. .......... .............. ..............6+��............... 7+00.............. , 8+00.... 9+00 10+00 ® 8.78' 1 +00 2+00 3+00 4+00 5+00 O5 46.71' © 39.10' NORTH FLOWLINE PROFILE 7Q 31.42' .................. : 760 ® 13.70' 750..........:.........:......•.,:.........:.........:.........;.........:....... : ; o0 r, 000 ; co O N ' O h 0T N to a) co to 00 CD ON•opo ON ceC6 MO hef . . . . . . . . . . .— OM'OM �d . . . . . . . . . . . . . . . . III KY .hm . . . . . . . O'ct Nom' P`7 -� h + �m:'—U Ni— M'U : : ; :... m. ": °�......: ......:.........:....... ........:.............� °"............:..................:.........;.........;.........:.........;.. :J J0: 755 745........ `` :v a. U m W �. . . . • 126.26 ON CURVE :.......................:.........:.........;.............. ®.; ......... ......... 750 740:........,;... ... . 57:0.3..:. ON CURVE' ; O.. ..PROPOSED•GUTTER .......1.49% .r--..------- .......:. �_._.........:.......:.:.........:.........:.........:.........: :...... ;...... FL (LT) --� �- 735: ............. ............:.........:.......PRbPOSED.GUTTER......... 745 --r- IDENTICAL FL :(LT) 1,249'0 1.49°10 ; GROUND POINTS ; ......... • .....:EXIST ...:.........:............... .. ................,.............::�:��..;.........;.........;.........: .........:.........:............. AT GUTTER:FL (LT) : 9% ; ��......:.................................................. 740 730:.........:.........:.........:.........:.........;.........:.........:.........:.........;.........:......... ............... -- EXIST GROUND .............................. :......... ...........:........................ ......... .................................... :AT4GUTTER:FL'(LT). :.........:.........:.........:.........:.........:.........:................... 735 ...... 725:.........:.......................................................................5+00 6+00 7+00 8+00 9+00 10+00 1+00 2+00 3+00 4+00 SOUTH FLOWLINE PROFILE q o M W � Q � DATE 05/30/06 DRAWNBY f 1 W MKS' SHEET 13 OF 23 SHEET v tz Y V J � � Q O W v ~ JOBNo.: 04-958 DWGNO,, 04-158ST--M DATE 05/30/06 DRAWNBY JV CHECKEDMv MKS' SHEET 13 OF 23 SHEET N 127 CONSTRUCT/ON NOTES 124 O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 >+ 3+ W 5' WIDE STANDARD TYPE SIDEWALK PER STD DWG S 3. 197.70 O N UNLESS OTHERWISE NOTED) O N 20 CONSTRUCT WHEELCHAIR RAMP PER C. O.B. STD. DWG S-41 35.00 U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 -�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) 128 p9 90'00'00" PER C. 0. 8. STD. DWG. S-31 31.42 + INSTALL STREET NAME SIGN C, C5 PROPOSED RIGHT -OF -WA Y 20.00 - - 68'1955" PROPOSED SEWER 0 0 8"s #"SD a 3 PROPOSED STORM-DRAIN00 3 tD 16.97 Z + 3°28'24" O 27.131 35.00 QO W C9 N O 42.001.,42.87 W N 127 125 124 123 126 >+ 3+ 3+ 197.70 O N O N O N C2 13.70 35.00 6.94 Ile ? o,°sr C3 0 35.00 128 p9 90'00'00" C4 31.42 G1 C2 C, C5 23.85 20.00 13.57 68'1955" -''- 19.40 - I- -- f -- G� REM 122 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH I RADIUS TANGENT DELTA Cl 197.70 84.00 202.06 134'51'11" C2 13.70 35.00 6.94 22'25'35" C3 54.98 35.00 35.00 90'00'00" C4 31.42 20.00 20.00 90'00'00" C5 23.85 20.00 13.57 68'1955" C6 19.40 320.00 9.70 3'28'24" C7 16.97 280.00 8.49 3°28'24" C8 27.131 35.00 14.2944'24'55" C9 197.06 42.001.,42.87 268'49'50" 122 121 CD� ro ER C N+M C -o C:,j LJ 120 119 0 + ro ER •+a• C u_ C -o Ed Wrol 118 117 Q Q CD� ER MGM. 04 958ST--PH2 + + 05/30/06 nLo 0 L 41 U c� 151 to -8" SS �- ----L- -- 11 8" Ss ------0 i ,�� 171 170 169 168 co 1-1 + >:> + 39: cD 3:c) uo 1 � o C60 - 110 N 8" SS-'' C7 N VL 7+b728lI++ cm N rn"' am y•�iO OO rn.o� FL+81.37 c� c,N nN �� i �' ++ + + � � � � � � � � � 107 9 154 , , o + � �� [7WY. J t ou 000 130 116 115 114 113 112 111 110 109 108 I �- 55 156 157 158 4 x 162 ANG *e 159 `� � ��. �v %d GRATZ - Zui 160 161 OSLO o g �'o� o ° � o (s SHT. 15) 0 PLACE Q o i to (SEE SHT. 11) Wm Noa- F' + O o 0 co04O N � 0^0 J 00 U + ++ + + + + + ^ 00 00 �- 0: 49A N(�00N Y. LiW �m UU l-i_W U U IJiW IJtL 760 ............................................................................................................................................................................................................ (PRIVATE) ; . ; .................... •765 (6 'O .- O M 1* N to 40• n 0 0 t v,: 11- 0• 0 0 rM 00 ■ tttt~�s � *. .0 ,*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . to m o) I� o) I� o) 1� 0 co 0 `- 00 ' M O 00 N +^ +^..............................od .. �..... ��..�.d-............... t`Lo•rn,o.............................:.........:......Nom' ofd �U �Ir + U 755 ......,���..0.....................................:.........:.........:.........:.........:..... .�U U : ; ; N J. . . ... .. . . . . . .CDU. . 1id. . . . . 1J !�.W . . . . . . . . . . . . . J4a.4J4. . .. . . . . �W' �� �Ocz m : ; ,� :. 4 ........... a...........: 760 L. ............................. ......... .........:......... ..................:.........: ... ....... "..:.........:.........:.........:.........:....... :... �.:.........:cl 750 :............. .:.........:.........:.........:......... :................... :......... :.. :.........: Q :.......................................:.. ®.. .:.........755 EXIST GROUND EXIST' GROUND ........:.........:.......y .-.. ""..-...'�,,..,. .. AT GUTTER FL. (LT) .... ' ....... :.. .......... ' AT GUTTER FL (LT) /� 745 . ......-77-7t .... :.. -�� ...........:.........:..... '" 0.28% 0 4 0:3.7. 0.39% -750 /DENTICALPO/NT------' 0.30% 0.31% ;PROPOSED GUTTER �•••••••• •.••••••••••.•••• ••••••• 1.4890 ; ; ............................................ .............................. .......... .......... :......... :......... :F�.C!-T)....:......... :.......0.95%........•PROPOSED GUTTER............... .........:.........:............... 740. FL' (LT)' ......................................................................:.........:..................... :.........:.........:.........:.........:.............. ...745 735.........................................................................................:...... + 6 00 2+00 3 00 4+00 5+00 + 7+00 .............. 8+00............... 9+00................. +................... +.........:.........:......... ........:740 10+00 11+00 12+00 13+00 NORTH FL OKINE PROFILE IDENTICAL POINT GFLCURIE 760................................................................................................................................................ . DISTANCES....................;............................................................................... ......... 00 CD CN765 �rNj'. �j 00 1* d- Co. N o) cn 1- to 04 .. . . . . . . . . . . . . . . . . . ... . . . . . . . . ... ... ... . . . . . . . ... ... .. O M .- e- .-t0 1� O O 00. O o) C) 00 O1 13.70'Mall IN �F ice- O am vi cri Eh O O . . co O ui .:. Po Lo - to Lo Coto Q2 31.42' 755 ".... �� .......:.........:..........:..........:..........:... �� ^ �^ +^ +� . . +�. .�.>` +^ 3O 19.40' m U w ; ;.................. U- U >i~.............................:.........:......� :. N m' W' Ja J�- gym. `�� �R . 760 �a ® 27.13' : ; : 5 54.98' :........... .................................................................................... .. x .:.........:.........:.........:.........:....... :.. �.'... © 31.42 750 ......... .. ........................ .............. :.......... :...... ............... :..........:......... :......... ' : 7J 6.35' ; ; ®.............. 0 ........................................10 :.. :..... ...755 - EXIST GROUND ® 23.85' :..........:... .....: EXIST :..........:..........:....... 0 : : GROUND ... AT :GUTTER FL (:RT) O9 16.97' : : AT GUTTER FL (RT) "r .......0 .. ............... ............ ............................... :.. ......: _..-. 10 27.13' 745 :..............------"'....:...............- .. ... ............. �"�.............:........ 0.63 Q - .".�--" 0 b.. 2 6 ...............................:...... �-!� : ---- 0.30% 0.29% ..........:.........:750 PROPOSED :GUTTER .....:.......... :..........:.......... :...... )DEN ITCAL'POINT .:...................:.........:.........:.........:.........:.........:.FL.(RT)...:.........:.........:.........:.........'... '..... PROPOSED GUTTER 740:................1•,53%:..........:..........:...........FL (RT)....................................:...............................:.........:.........:.........:.........:...................:.........:.........:.........'.........' : ..................... :..........:......... '........ ........ ' � ::.........:..................:745 735 ............................................ .......... ........... ............ :.......... :......................... .......:.........:.........:.........:................. 1+00 2+00 + + 6 00 : 740 3 00 4 00 5+00 + 7+00 8+00 9+00............ 10+00 + 11 00 12+00 13+00 SOUTH FLOKINE PROFILE V Q Q N ER MGM. 04 958ST--PH2 � � II 05/30/06 M o� O MN 41 U c� NAV SHEET ,4 OF 23 SHEET � v >U v o IW � v 93a � If -m Mx + -N- 167 166 �+ 165 c`V HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 'U- 0.1 164 ��o - Nlb Q SSP' ° FL 12+67.83 N -FL= C8 FL 12+65.40 S -FL 163 GB/POC 8 ss C8 -q DWy. FL 12+63 CL 11+94.84 CENTER � CUL-DE-SAC VL 7+b728lI++ cm N rn"' am y•�iO OO rn.o� FL+81.37 c� c,N nN �� i �' ++ + + � � � � � � � � � 107 9 154 , , o + � �� [7WY. J t ou 000 130 116 115 114 113 112 111 110 109 108 I �- 55 156 157 158 4 x 162 ANG *e 159 `� � ��. �v %d GRATZ - Zui 160 161 OSLO o g �'o� o ° � o (s SHT. 15) 0 PLACE Q o i to (SEE SHT. 11) Wm Noa- F' + O o 0 co04O N � 0^0 J 00 U + ++ + + + + + ^ 00 00 �- 0: 49A N(�00N Y. LiW �m UU l-i_W U U IJiW IJtL 760 ............................................................................................................................................................................................................ (PRIVATE) ; . ; .................... •765 (6 'O .- O M 1* N to 40• n 0 0 t v,: 11- 0• 0 0 rM 00 ■ tttt~�s � *. .0 ,*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . to m o) I� o) I� o) 1� 0 co 0 `- 00 ' M O 00 N +^ +^..............................od .. �..... ��..�.d-............... t`Lo•rn,o.............................:.........:......Nom' ofd �U �Ir + U 755 ......,���..0.....................................:.........:.........:.........:.........:..... .�U U : ; ; N J. . . ... .. . . . . . .CDU. . 1id. . . . . 1J !�.W . . . . . . . . . . . . . J4a.4J4. . .. . . . . �W' �� �Ocz m : ; ,� :. 4 ........... a...........: 760 L. ............................. ......... .........:......... ..................:.........: ... ....... "..:.........:.........:.........:.........:....... :... �.:.........:cl 750 :............. .:.........:.........:.........:......... :................... :......... :.. :.........: Q :.......................................:.. ®.. .:.........755 EXIST GROUND EXIST' GROUND ........:.........:.......y .-.. ""..-...'�,,..,. .. AT GUTTER FL. (LT) .... ' ....... :.. .......... ' AT GUTTER FL (LT) /� 745 . ......-77-7t .... :.. -�� ...........:.........:..... '" 0.28% 0 4 0:3.7. 0.39% -750 /DENTICALPO/NT------' 0.30% 0.31% ;PROPOSED GUTTER �•••••••• •.••••••••••.•••• ••••••• 1.4890 ; ; ............................................ .............................. .......... .......... :......... :......... :F�.C!-T)....:......... :.......0.95%........•PROPOSED GUTTER............... .........:.........:............... 740. FL' (LT)' ......................................................................:.........:..................... :.........:.........:.........:.........:.............. ...745 735.........................................................................................:...... + 6 00 2+00 3 00 4+00 5+00 + 7+00 .............. 8+00............... 9+00................. +................... +.........:.........:......... ........:740 10+00 11+00 12+00 13+00 NORTH FL OKINE PROFILE IDENTICAL POINT GFLCURIE 760................................................................................................................................................ . DISTANCES....................;............................................................................... ......... 00 CD CN765 �rNj'. �j 00 1* d- Co. N o) cn 1- to 04 .. . . . . . . . . . . . . . . . . . ... . . . . . . . . ... ... ... . . . . . . . ... ... .. O M .- e- .-t0 1� O O 00. O o) C) 00 O1 13.70'Mall IN �F ice- O am vi cri Eh O O . . co O ui .:. Po Lo - to Lo Coto Q2 31.42' 755 ".... �� .......:.........:..........:..........:..........:... �� ^ �^ +^ +� . . +�. .�.>` +^ 3O 19.40' m U w ; ;.................. U- U >i~.............................:.........:......� :. N m' W' Ja J�- gym. `�� �R . 760 �a ® 27.13' : ; : 5 54.98' :........... .................................................................................... .. x .:.........:.........:.........:.........:....... :.. �.'... © 31.42 750 ......... .. ........................ .............. :.......... :...... ............... :..........:......... :......... ' : 7J 6.35' ; ; ®.............. 0 ........................................10 :.. :..... ...755 - EXIST GROUND ® 23.85' :..........:... .....: EXIST :..........:..........:....... 0 : : GROUND ... AT :GUTTER FL (:RT) O9 16.97' : : AT GUTTER FL (RT) "r .......0 .. ............... ............ ............................... :.. ......: _..-. 10 27.13' 745 :..............------"'....:...............- .. ... ............. �"�.............:........ 0.63 Q - .".�--" 0 b.. 2 6 ...............................:...... �-!� : ---- 0.30% 0.29% ..........:.........:750 PROPOSED :GUTTER .....:.......... :..........:.......... :...... )DEN ITCAL'POINT .:...................:.........:.........:.........:.........:.........:.FL.(RT)...:.........:.........:.........:.........'... '..... PROPOSED GUTTER 740:................1•,53%:..........:..........:...........FL (RT)....................................:...............................:.........:.........:.........:.........:...................:.........:.........:.........'.........' : ..................... :..........:......... '........ ........ ' � ::.........:..................:745 735 ............................................ .......... ........... ............ :.......... :......................... .......:.........:.........:.........:................. 1+00 2+00 + + 6 00 : 740 3 00 4 00 5+00 + 7+00 8+00 9+00............ 10+00 + 11 00 12+00 13+00 SOUTH FLOKINE PROFILE V Q Q N MGM. 04 958ST--PH2 � � o 05/30/06 M o� O MN 41 U c� NAV SHEET ,4 OF 23 SHEET � v �w o � v 11 If If I ) -- J..t4ull Q Q N MGM. 04 958ST--PH2 DATE 05/30/06 M DRAWNBY 41 01101 EDBY NAV SHEET ,4 OF 23 SHEET r �LQ � el' G Q ° O � O � L I ) -- J..t4ull ✓OBNa. 04 /58 MGM. 04 958ST--PH2 DATE 05/30/06 DRAWNBY ✓v 01101 EDBY NAV SHEET ,4 OF 23 SHEET I ) -- J..t4ull JD D D .0 3�.0 A 4- CL 1� E (u Ln p E 00 Ln GFL CURVE DISTANCE'S CONSTRUCTION NOTES CURVE TABLE CURVE LENGTH CONSTRUCT 6" CURS & GUTTER PER C.O.B. S TD. DWG. S-1 TANGENT DELTA Cl W15' WDE STANDARD TYPE SIDE -WALK PER STD DWG S -J 35.00. 35.00 90*00'00" (UNLESS OTHERWISE NOTED) 197.70 84.00 202.06 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS S7D, DWG RSPA88A C3 13.70 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.S. STD. DWG. S-29 C4 29.14 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) 17.84 83'28'23" C5 PER C.O.B. S7D, DWG. S -JI 42.00 173.79 + INSTALL STREET NAME SIGN 38.46 35.00 21.43 PROPOSED RIGHT-OF-WAY C7 BESANCON 35.00 4.01 13'05'14" WAY -8"S- PROPOSED SEWER 6.94 (SEE SHT. 14) -fSD- PROPOSED STORM -DRAIN AMW 37.87 94*30'52" Clo 125 84.00. 138.50. 117*31'29" Cil U) 35.001 14.2 55's 00 1 197.06 42.001 126 268'49'50" C13 1 27.13 R. 14.291 44-247-55" GFL CURVE DISTANCE'S GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 54.98 35.00. 35.00 90*00'00" C2 197.70 84.00 202.06 134'51'11" C3 13.70 35.00 6.94 22*25'35" C4 29.14 20.00 17.84 83'28'23" C5 112.03 42.00 173.79 152*49'409$ C6 38.46 35.00 21.43 62*57'52" C7 7.99 35.00 4.01 13'05'14" C8 13.70 35.00 6.94 22*25'35" C9 57.74 35.00 37.87 94*30'52" Clo 172.30 84.00. 138.50. 117*31'29" Cil 27.13 35.001 14.2 55's C12 1 197.06 42.001 42.87 268'49'50" C13 1 27.13 35.001 14.291 44-247-55" GFL CURVE DISTANCE'S tDo 127 1?28 ml L6+t, IA 116 95L9+t IA 54.98' 0 00 C4 LLI 13.70' 7 3 29.14 0 6.35' c3u,,) 38.46' + 57.64' 129 J' 7.99' 131 13.70' u - 31.42' tDo 127 1?28 ml L6+t, IA 116 95L9+t IA Lu X 97 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' FRANCOIS LANE (SE SHT. 13) AT 11 111 ORA 1Z WA Y ..:*****,*,*:*,*******:, ... * - *,: 755 755: ......... .................. (PRWATE) ....... N ci 00 00 to Pr) Co .......... 0 ...... I .......................... ......... ONO0) r- C6 r: 14, (0 It rn to u') to + r- +fl- +r - C -4 m 1* m 1* Q� ....... ......... ...j U.:_i La .................... 750 u- u- ......... ....... ...... ......... 745 ....... . ............ ..... ......... . EXISTGROtJ.RD ...... ........ ......... ......... AT GUTTER FL (LT) 740: .......... :-*-**:* 740 . ....... PROPOSED .GUTTER. . .... . . . . . . . . . . . . . . . . . ... FLOWLINE (LT) - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 735 735: .......... 730 ......... ......... ......... ......... ......... ......... ......... ......... 730 1+00 2+00 3+00 4+00 NORTH FLOKINE PROFILE 755 . ............................................................................................................. . 755 OIC Oc0 OM 0) n Oto ........ .................. C6 tZ rtZ d; C*4 PO + + + NU MU sfi m 750 u ...................................... j IX . *-j W .................. uj U- CL LL. CL ii- LL- M 750 .............................. .......... ....... .... I ............. ...... .................. EXIST GROUND AT GUTTER FL (LT) ................. ............................ ............... 745 ........................ -�- 745 .................................... ... ..................... .................... 740 -0-97,vo .............. ............................... ........ ..... .... .. ...... ...... 740 -0.9 PROPOSED GUTTER -1.57%... .57% .... ........ ....................... FL0,WUNE.(LT) ...................... ........................... 735 ........................................................... 735 ...................... ..................... .......... ......... .......... .......... ........ ........................ .......... ..................... ...... 730 730 .......0+ . 00 1+ . 00 2+00 , 3+00 4+00 SOUTH FLOWLINE PROFILE C> Q3 > C) __j LA- ; tn + FL 0+18.10 wco* FL 0+33.78 1V cn GB/POC co Cl 0� ck p -w c-li + C lq I C), C) C) Lq 0 00 C4 LLI mc C) Q- 00 Nto) coo c3u,,) 000 + + c -Of") 129 J' 1,30 131 i -A 32 u - 04 LL -1 04 Lu X 97 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' FRANCOIS LANE (SE SHT. 13) AT 11 111 ORA 1Z WA Y ..:*****,*,*:*,*******:, ... * - *,: 755 755: ......... .................. (PRWATE) ....... N ci 00 00 to Pr) Co .......... 0 ...... I .......................... ......... ONO0) r- C6 r: 14, (0 It rn to u') to + r- +fl- +r - C -4 m 1* m 1* Q� ....... ......... ...j U.:_i La .................... 750 u- u- ......... ....... ...... ......... 745 ....... . ............ ..... ......... . EXISTGROtJ.RD ...... ........ ......... ......... AT GUTTER FL (LT) 740: .......... :-*-**:* 740 . ....... PROPOSED .GUTTER. . .... . . . . . . . . . . . . . . . . . ... FLOWLINE (LT) - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 735 735: .......... 730 ......... ......... ......... ......... ......... ......... ......... ......... 730 1+00 2+00 3+00 4+00 NORTH FLOKINE PROFILE 755 . ............................................................................................................. . 755 OIC Oc0 OM 0) n Oto ........ .................. C6 tZ rtZ d; C*4 PO + + + NU MU sfi m 750 u ...................................... j IX . *-j W .................. uj U- CL LL. CL ii- LL- M 750 .............................. .......... ....... .... I ............. ...... .................. EXIST GROUND AT GUTTER FL (LT) ................. ............................ ............... 745 ........................ -�- 745 .................................... ... ..................... .................... 740 -0-97,vo .............. ............................... ........ ..... .... .. ...... ...... 740 -0.9 PROPOSED GUTTER -1.57%... .57% .... ........ ....................... FL0,WUNE.(LT) ...................... ........................... 735 ........................................................... 735 ...................... ..................... .......... ......... .......... .......... ........ ........................ .......... ..................... ...... 730 730 .......0+ . 00 1+ . 00 2+00 , 3+00 4+00 SOUTH FLOWLINE PROFILE C> Q3 > C) __j LA- ; tn + FL 0+18.10 wco* FL 0+33.78 1V cn GB/POC co Cl 0� ck p -w c-li + C lq I C), C) C� C) Lq 0 00 C4 LLI C-) M C) Q- 00 Nto) (...)J NKV O + CL .3 rs zLLJ 04 0- LL - 04 LL -1 04 C� m q- Lc') Lo 00 + + (--4j (...)J NKV O + CL .3 rs zLLJ 0- �� 04 740 04 C-) v�� 730 kA LQ CL La- (L U-1 m LAAM LL- 0- O W O 8" SS - L C8 C� m q- Lc') Lo 00 + + (--4j (...)J NKV O + CL .3 rs zLLJ Fd, 61 0) C) 755 ul C) UC14 + CN + DRAWNBr- r + NKV O + CL + zLLJ 0- 0) C) 755 ul -DA TE- CN + DRAWNBr- r + NKV O + CL + 0 M II �� 04 740 04 C-) v�� 730 kA LQ CL La- (L U-1 m LAAM LL- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' SA IN T OA =�OROA =� PL A OL=� 755 :.........:.....PRIVATE) :***,*,,*,:,,*,*,***:***,*,**,:***,****,:***, ...... 755 0 .......... C> ............ - 00� LO co .... ..... co m ..... In ............. CO00 O o6 06 r--: CV -,;- cV to rn w P0 cn vl� rn + + + ....................... m 750 .......... ...... .......... 750 0- 0 u- m m ...... ......... .......... -745 745 ......... ......... : - - (D .... - .......... ......... ............................. ......... .......... @ - so-- EXIST GROUND 740 .............. G.U.T.TER. FL .(LT) .... ....... ......... 740 . ......... ... . ...........2..... ................... . PROPOSED GUTTER 20,*., . ....... .......... 735 735 ...... ..:.........FLOWLINE FLOWLINE .......... 4.1 :........ :.........:... ............ .......... 730 ......... ......... ................... ................... ...................... 730 1+00 2+00 3+00 4+00 IDENTICAL POINT WEST FL 0 K INE PROFILE 755 ......... ...................................................................... 'co 10- LO in It r- to rn ul) .r�, rn "t CD mt CO *O* -V) + + + + + C14 m :-J ....... -i M.1i m ............. ...... -i m: -Jac ...... _j C-) 750 ......... u- a- U-0-0 u- u- a- LL. �-, m m J C7 ........ .. . .............:........ . ....... 745 ......... .. n7 ..................... . ....... ...................... ................. . ........ ......... EXIST GROUND: 740 :.........:.......°. AT. GUTTER FL: (J) ...... ......... .......... .......... ....... PROP'OSED* GUTTER ................... FLOWLINE; (LT) 735 ......... ........... .......... .......... 730 ................................................................................. 1+00 2+00 3+00 4+00 EA S T f 10 K INE PROFIL E �VN 80. -4 - ui No. 4 38 m cr- Exp. 03/31/16 1 v X- m � 755 ul -DA TE- CN + DRAWNBr- r CHEOMED B r- NKV O u -_j CL 750 0 M 745 �� 740 735 v�� 730 m � 04-158 MGM: 04- f588 T-PH2 -DA TE- 05190109 DRAWNBr- r CHEOMED B r- NKV O Q) � 0 M l,V U �� v�� kA LQ O m � ABNa.- 04-158 MGM: 04- f588 T-PH2 -DA TE- 05190109 DRAWNBr- A/ CHEOMED B r- NKV SHEET f OF Z SHEET kA LQ O W O � L Ll ABNa.- 04-158 MGM: 04- f588 T-PH2 -DA TE- 05190109 DRAWNBr- A/ CHEOMED B r- NKV SHEET f OF Z SHEET WN O O 8"S fSo a a 00 Nr toO N .c, N Z a IV , d- 0 c E Ln 16 E N CL 00 Ln 0 "I CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. e, W/5' W/DE STANDARD TYPE SIDEWALK PER STD DWG S (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. D1 CONSTRUCT TYPE "A " CA TCH BASIN PER C. 0. B. STD. G CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0. INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERW� INSTALL SIREET NAME SIGN PROPOSED RIGHT -OF -WA Y PROPOSED SEWER PROPOSED STORM -DRAIN GFL CURVE DISTANCES �1 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 57.74 35.00 37.87 94'30'52" C2 172.30 84.00 138.50 117'31'29" C3 11.25 35.00 5.68 18'25'14" C4 131.69 320.00 66.79 23'34'47" C5 29.06 20.00 17.77 83'14'37" C6 113.12 320.00 57.16 20'15'15" C7 299.08 280.00 165.59 61'11'59" C8 35.53 35.00 19.46 58'09'38" C9 19.87 35.00 10.21 32'31'26" C10 194.92 42.00 45.11 265'54'26" Cl= 29.681 20.001 18.34 85'01'45" C12 1 28.431 20.001 17.22 81'27'05" GFL CURVE DISTANCES �1 57.74' U2 7.75' �3 35.53' ® 11.25' �5 29.06' © 29.06' �7 7.75' ® 19.87' O9 29.06' 10 29.68' 11 29.06' 12 28.43' HA OA =�N PL A 0"=Co"(DOPENA 755:.........:.........:.........:.........:........................................................:...........................: 755 (PRIVATE) ...................................................:.. ....:....... o Lo oM00o^^.� ........:.........: Mul o;N r;M co oM :t.+!..:.........:.........:.........:.........:.........:......+ �.:...............+!�........:.........: 750 :.........:... .... m °° 750 d'� J � J C9 ca : J m............:.......... :......... 745 :.........:......... ......... :............. - ---. ......_.:_.. __....:.... .: ,, 745 .............. .EXIST GROUND........ ..... .................... AT GUTTER FL (LT) 299.08' 740 :.........:... ! ...........................ON•CURVE.:.........:................ �:g•1%. 740 1 2 :.........:.......... :......... :......... ,i . PROPOSED GUTTER FL (LT) 735 ................... ..:............... ......... ......... ............................. 735 ................�.....:......... :......... ..................:......... :.......:..................... ......... 730 /?ROPOSE, 0 ...........9.... BAS/N.........:...................:................................................................ ............... 730 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NORTH FL OWLINE PROFILE IDENTICAL POINT 755 ...... .............:....................................................................:.........:.........:................... w Q Q 755 DRAWNBY . . . . �.� . . ' �. . .00N . . . . : : .^ �. d O�'lnO : t0 O O SHEET CVM +ro M O to M N to 1- 00 d• Lo d: M to +�............. . v 750 + r . f-n.+� N� ..... +� :50 to , r .... n. +r.+� MW �m ................+M LOU LOU cOV ............. . Q LI_ 0 0 Z a :.........:.........: � JUa' LLW .-U _J <L JU a UW _I W C9 w Ci W w U JU m I.LW JU L. Jm u - J� -�U Wa CL Q. J. . . . . . . . . . . . . . . . . . . . . . Cm7 . . . . . . . . u- m 745 :......... : .........:. :. :..........:.... _ .: _...-----....:. .. .......... ...... 745 413.12' CU.RVE. :........ EXIST ROU ND :. .........G T--'"'.:.... .. .... .0I[ .. ... AT* GUTTER 'FL. (LT). Q 740 :............;._ . : ' d ..... .... 1 .74% .......................: 740 4 131.69... -ON CURVE :.. ......:. .. ..... .. �4% �1% ....... 1 ......."...:.........:.........:.........: ...... 2�1%. -0.929; : PROPOSED GUTTER 735 ..........:.......... : ... ..... ..................:...... FL. (RT). ........:.........:......... 735 .00%a ............... ........ PROPOSED. GUTTER ......... ..................... .................. FL (RT) ROPOSED CATCH BAS/N...: :.........:.........:.........:.........:.........:.................................................. 730 73U 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SOUTH FLOWLINE PROFILE cppEN (sFE �gcgGEN SIS HORIZONTAL: 1"= 50' N VERTICAL: 1"= 5' Li z VALE CL s pRR�ygLE 0) L YON PLACE 760 :............PRIVATE) ..............................:760 � .� : .........:..........mo o. to :..,.....,: It c0 r. too 00 to 11 -CO . :a6 of c6 M MM LOM M + ............755 ...... N ; 755 a am a U J U :-j 0 W m UW ...................... a. .............. U 750 : ........... ...................750 745 :......... :......... __ .. _.�---- .... ;; 0 :.........:745 EXIST GROUND ........ O9 .. ..... AT GUTTER FL' (LT) ' : . . :......... 740 : ......... .. .. 0.5� :...........740 % ... 1.87%... :....................: ................ PROPOSED GUTTER FL (LT) 735........1 +00 ............... 2+00............... 3+00........735 NORTH FL OWLINE PROFILE 760.............................:............6................. 760 un .� :.........:.........:o o ... ......... ^..:: 0) o0 Lei r-� Q6 .COM M 755.........:..�.:.........:.........: +. ^ .. ..:.........: 755 `-� Nm � UJU J0 W M U W LL J. . . . . . . . . . a' 0. . . . . . . . . . . 750 :.........:.. .. ; .........750 745 :.........:.. _�--- ......12.. .. ......... . 745 EXIST GROUND .. .:...AT GUTTER FL"(RT) .:. ..:......... 740 :......... :................... :.........: 740 `¢2 1.967°.. .............:.........: PROPOSED GUTTER 735 .......... ..........................F�.(RT�............... : 735 1+00 2+00 3+00 SOUTH FL OWLINE PROFILE JOBNa.: °0o M w Q Q o 05/30/06 DRAWNBY iv CHEMED BY MKv O SHEET h v Q M V H Q LI_ 0 0 Z a Q Lij U) Lu JOBNa.: 04->58 MGM: 04-1588T-PH2 DATE.• 05/30/06 DRAWNBY iv CHEMED BY MKv SHEET 16 OF 23 SHEET 01 11-&qqq F. GFL CURIE DISTANCES O1 27.13' Q2 31.42' 1�3 27.13' ® 31.42' CONSTRUCTION NOTES 27.13' © 31.42' O7 27.13' O CONSTRUCT 6" CURB & GUTTER PER C. 0. B STD. DWG. S-1 • b W/5' WIDE STANDARD TYPE SIDEWALK PER STD DWG S-3 tll!) ' Qtr i 1 (UNLESS OTHERWISE NOTED) O CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A �3 CONSTRUCT TYPE "A" CATCH BASIN PER C. O.B. STD. DWG. S-12 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C O.B. STD. DWG. S-29 -�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE No D) PER C.O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN PROPOSED RIGHT -OF -WA Y PROPOSED SEWERto co t, C) 0)(-) a aq W 8"s -#-SD-PROPOSED STORM -DRAIN + + U v �1 te) 00 ca 6u + .Q + FL 0+58.2 GJ `` ` ± OO '' + 0) + 4 J O N 0 r•7 U-� _j FL 0+47.13 N = 1 FL 0+09.33 S 3 CENTER CATCH BASIN r C2 1+00.00 CENTER CUL-DE-SACS 0+23,8 " - _ 18.sp 8" SS I Cit N GUTTER FLOWLINE CURVE TABLE h 00 >:to CURVE LENGTH RADIUS TANGENT DELTA h. oX' + °O +M m N o Cl 197.06 42.00 42.87 268'49'50" 'ci.,; C2 27.13 35.00 14.29 44'24'55" U- J C3 31.42 20.001 20.001 90'00'00" 17 [ IS (4„ GFL CURIE DISTANCES O1 27.13' Q2 31.42' 1�3 27.13' ® 31.42' 0 27.13' © 31.42' O7 27.13' ® 31.42' a N [t to C) 0 0 N x 17) a ao Ln �i- 0 nz CL a E E cn a N a ao Ln 0 a -N .fX +m � N C6 4y LL_ C6 Q� Sy�LB HO • VERTICAL: 11 O' '= 5' a (SSTR� FE SyF� T 9) 136 NI N D Wy, CO 06+11 l.1 DWY. o� 135 21 CL 3+85.00 NAPLES PLACE= V) CL 11+54.60 SHELBURNE STREET to+L 111 34 . DWY. N x 0L+OI IJ N q DWY. 133 SHELBURNE STREET (SEE SHEET 9) NAPLH49 745 .............. ................ M �N �� ....... 00 f'RIVAT ; 745 00 '- U '� m U M 111 ' JU Jam' .JW 740 :.. , ......: �.. ................: 740 U- m ;.........;. ......EXIST.GROUND.' .......:..02 Q AT : GUTTER FL (LT) 1 735 ............ .....:.... ... ------ . i..- _--.....:........ ;51 ................. 735 ........... - :.........:.................... 730 ......1254% ............... PROPOSED. GUTTER 730 FL (LT) :.............................:.........: 725 PROPOSED C.�TCf/ BAS/�I! ' :.........;.........;.........;......... .......... 725 720......... ..�....................... ..............4+00 ........ 720 1 +00 2+00 3+00 IDENTICAL POINT NORTH FL OWLINE PROFILE 745 .. :Mimi (000C3 .............................. 745 n '- I- M 0)0ao d- O�, NN ON tri d= th O+ + 0f........... .�� m cs cef U -U IJ�d Z m ; JCm0 740 �......:.... M.........:..........................``a W.....:.........: 740 + : • • • , .... ..... �- EXIST GROUND• O3 ....... AT ....... ... . 735 :... ............. �...�--........... 735 ;. _.:�,�......................................: 730 :.... 1.9?� 2% PROPOSED'GUTTER...............................: 730 ......... ' 1.9 FL (LT) 725 PROPOSED Ct17PY. BAS/�V:.........:.........:.........:.........:.........: 725 720 :......... :..... '....:......... :.. : +00 .... 2+00 ..............3+00 ......... .... 4+00........720_ SOUTH FL OWLINE PROFILE co FL 0+56 FL 0+45.15 N FL 0+ 11.46 S 3 CENTER CATCH BASIN DW FL 0+25.4 1+00.00 CENTER CUL-DE-SAC ca LO ± + mcq o ER * b/ o°p �d0 M I W Y M > V a �y� 00. X � o O �y W -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' PHASE 2 PHASE 3 3+85.00 KINGSPORT PLACE= 8+44.93 SHELBURNE STREET Q Lr7 t J N �k/ `t ti lJi J co Q�,pFESSf- SHELBURNE 0cq a� m M STREET cc No. 4203s LO o (SEE SHEET 9) * Exp03/31/16 04 0 N Q' ± a 0 + �y� 1 v II K) OF \F tJiLJi �m cim , eAftAft ma IN w x 4:,P 0 PLA 740. ........ ............ LO 11, ao ao co (PRIVATE) o .. .... 740 . . . . .LO N . . . . . co U-) Lq tMN. tt)O CO O + Imo' :} n . . . . .+ h. . m U ix _�.t W M m w 735 ; ........ mC-D ..... ... `` .... .......: ........ ........ . " W 735 . m ...... .. .. EXIST' GROUND... ®... ........ O AT GUTTER FL (LT): 730 • .... ...... 5 6.51 ; .. - ..._ _ 730 .................. ..... . ; 725. %... 1.9 ...............PROPOSilD -GUTTER• FL (LT) ; 725 PROPOSED CATCH BAS/N 720...... 720 715 . ......... .......1+00 .............................................. 2+00 3+00 4+00 715 IDENTICAL POINT NORTH FL OWLINE PROFILE 740 :(0,......:....^.t..m o .............................. .....- ...�...............; 740 . � N N C4 LO CN tri t+i co ; ; ; tri cs 0i m LJiURC1 w ; 735 :.... `` °.. " `�' .......:......... J " " ; lm II . w �.. ... ............. 735 ..... ... EXIST GROUND ; ' • O •Al' GtJTT'ER FL •(t_T) ............ ... ... ......:......... 7 ; 730 ; .... T2s ° ....._.. ,_.- 730 ... ............. 725 ......... 226%.. :........... PROPOSED: GUTTER ...:.........:.........:........ . FL (LT) 725 PROPOSED CATCH BAS/N 720 ; .........:.........:.........:.........:.........:..... • ;....:.........;.........;.........; 720 715 ..........:.......1+00.......:.......2+0. ......:....... 3+ ......:....... ......: 715 0 00 4+00 SOUTH FL OWLINE PROFILE SHELBURNE STREET CL (SEE SHEET 9) • b tll!) ' Qtr i 1 LO ± + mcq o ER * b/ o°p �d0 M I W Y M > V a �y� 00. X � o O �y W -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' PHASE 2 PHASE 3 3+85.00 KINGSPORT PLACE= 8+44.93 SHELBURNE STREET Q Lr7 t J N �k/ `t ti lJi J co Q�,pFESSf- SHELBURNE 0cq a� m M STREET cc No. 4203s LO o (SEE SHEET 9) * Exp03/31/16 04 0 N Q' ± a 0 + �y� 1 v II K) OF \F tJiLJi �m cim , eAftAft ma IN w x 4:,P 0 PLA 740. ........ ............ LO 11, ao ao co (PRIVATE) o .. .... 740 . . . . .LO N . . . . . co U-) Lq tMN. tt)O CO O + Imo' :} n . . . . .+ h. . m U ix _�.t W M m w 735 ; ........ mC-D ..... ... `` .... .......: ........ ........ . " W 735 . m ...... .. .. EXIST' GROUND... ®... ........ O AT GUTTER FL (LT): 730 • .... ...... 5 6.51 ; .. - ..._ _ 730 .................. ..... . ; 725. %... 1.9 ...............PROPOSilD -GUTTER• FL (LT) ; 725 PROPOSED CATCH BAS/N 720...... 720 715 . ......... .......1+00 .............................................. 2+00 3+00 4+00 715 IDENTICAL POINT NORTH FL OWLINE PROFILE 740 :(0,......:....^.t..m o .............................. .....- ...�...............; 740 . � N N C4 LO CN tri t+i co ; ; ; tri cs 0i m LJiURC1 w ; 735 :.... `` °.. " `�' .......:......... J " " ; lm II . w �.. ... ............. 735 ..... ... EXIST GROUND ; ' • O •Al' GtJTT'ER FL •(t_T) ............ ... ... ......:......... 7 ; 730 ; .... T2s ° ....._.. ,_.- 730 ... ............. 725 ......... 226%.. :........... PROPOSED: GUTTER ...:.........:.........:........ . FL (LT) 725 PROPOSED CATCH BAS/N 720 ; .........:.........:.........:.........:.........:..... • ;....:.........;.........;.........; 720 715 ..........:.......1+00.......:.......2+0. ......:....... 3+ ......:....... ......: 715 0 00 4+00 SOUTH FL OWLINE PROFILE ON CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. S TD. DWG. S-1 ;V5' WIDE STANDARD TYPE SIDEWALK PER STD DWG S-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL MANS SM DWG RSPA88A CONSTRUCT TYPE "A" CATCH BASIN PER C. o B. SM DWG. S-12 CONSTRUCT SURREY MONUMENT ENCASEMENT PER C.O.B. S TD. DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE N07ED) PER C.O.B. SM DWG SJl INSTALL STREET NA ME SIGN PROPOSED RIGH T- OF- HA Y 11 zz w10 mlo PROPOSED SEWER r- w Go w En Lo CIS PROPOSEDm STORM—DRAIN I cl� tL L9 at10' PIPE EASEMENT .8" ss GFL CURVE DISTANCE'S 27.1-3' 31.42' 27.13' 31.42' 27.13' 29.59' 27.13' 28.60' w PA=.TA=.R,9A9UR0 PLACE 740 .......... ......... .......... .......................... 740 (PRIVATE): 10 0 ,* po .......... ...... rl-co00 00m cq... .......... ........... ....... 00 co ...... . vi cli co �.. n ...... lo cq N Lo Cq oi (6. (6 I- + 735 m ........... 7c ..... ................ _). .... ..... .... _j 0 w ...... ......... 735 C2 _j 0 C.) 0 ......... ......... EY2......... ......... ......... ......... m 730 ......... ...... ......... ......... @ .. ... ....... 730 .................. .... EXI$T.C?RQLJNQ .............. AT GUT -TER FL (LT) - ...... 725 1.37% ............... ........ I ......... 725 ............... 7, ............. 1.43 .447 �..70R*OPOSED GUTTER ...... ......... FL (LT) :.........:................... 720 ... ........... ....... ......... ......... 720 .:........PROPOSED CATCH 9ASIN .......... ................ ......... .................... . .......... ......................... .............. ............ 715 ...... IDENTICAL POINT 1+00 2+00 3+00 4+00 5+00 715 NORTH FL 0 K INE PROFIL E 740 CUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENTDELTA UN CURVE.... URVE....... Cl 197.06 42.00 42.87 268*49'50';- C2 27.13 35.00 14.29 44'24'55" C3 31.42 20.00 20.00 90'00'00" C4 181.93 4-80.001 92.07 21'42'57" C5 199.14 520.00 100.81 21-56'32" C6 29.59 20.00 18.25, 84*46'14" , C7 28.60 20.00 17.371 81'56'21" I w PA=.TA=.R,9A9UR0 PLACE 740 .......... ......... .......... .......................... 740 (PRIVATE): 10 0 ,* po .......... ...... rl-co00 00m cq... .......... ........... ....... 00 co ...... . vi cli co �.. n ...... lo cq N Lo Cq oi (6. (6 I- + 735 m ........... 7c ..... ................ _). .... ..... .... _j 0 w ...... ......... 735 C2 _j 0 C.) 0 ......... ......... EY2......... ......... ......... ......... m 730 ......... ...... ......... ......... @ .. ... ....... 730 .................. .... EXI$T.C?RQLJNQ .............. AT GUT -TER FL (LT) - ...... 725 1.37% ............... ........ I ......... 725 ............... 7, ............. 1.43 .447 �..70R*OPOSED GUTTER ...... ......... FL (LT) :.........:................... 720 ... ........... ....... ......... ......... 720 .:........PROPOSED CATCH 9ASIN .......... ................ ......... .................... . .......... ......................... .............. ............ 715 ...... IDENTICAL POINT 1+00 2+00 3+00 4+00 5+00 715 NORTH FL 0 K INE PROFIL E 740 .............. ...... ...... .............. 05/30106 DRAWNBr- UN CURVE.... URVE....... 011EMBOBr- SHEET g OF 27 —IWAV Slisas .. ......... .......... 740 LQ 0 ...... co I,- co -r-4. cnM..... co co ro) oi ............................. Coto- 00-- :.,... N ...... ......... N EXIST GROUND: 735 + CN ........... 0 ............. " + N Lo N + ......... ci rl*) + (6 r- " to N r-, QC *AT'GUTTER' FL'(LT) : m0 .0 ..........................gym:. m ....... ....... m 735 m u U- ui ... ....... 0.3 ... ..... _2 . .... ......... G. ........ ......... ....... cz of .... ......... 730 .......... .................... .............:.........:.........:.730 720 0.33% ........... ........ -PROPOSED GUTTER PROPOSED CATCH 9ASIN n4 - 720 715 ......... ...... 730 ...... .................. IDENTICAL POINT @ .. :.EXIST -GROUND .................................... . AT GUTTER'FL (LT) 725 ....... ..... ......... ......... ------ ................... 725 1.31% 1..330• . . . ....... ....... ... �:PROPOSED -GUTTER ..... ....... FL (LT) 720 ........... ....... ......... ......... ......... .......... 720 ........... ........ PROPOSED 0,47011 9,4,51'N ............... ......... ........ ......... ........... 715 . ....... ......... ......... .......................................... ..................... .......... 715 1+00 2+00 3+00 4+00 5+00 SOUTH f-LOWLINE PROFILE L IF 740 .........TA IN PL A o0..........•.........,.,.,..... . ..... : ............ 735 ....... 730 ........... i -HOR-N- HORIZONTAL: IZONTAL: 1"= 50' VERTICAL: 1"= 5' 740 ... 735' 730 NORTH FLOWLINE PROFILE 740 :....... ......... ......... ............ N ca .............. C> .... .............................. i%l po an -d- 740 co K) CD It 7. N N Lo N 00 N ci c_j K). + 00 cq CN c'4 p — � -0 . . . . . : . . . . . . . . . . . . . 735 ..... .. 44 ..................... u- Q_ a- 735 L......... ...... ................:.. ... .......... 730 .. ...... ............... ... ................... .... 199.14! ......... ........ ON CURVE 730 :'`:/ :.........:.............................................. 725 .... ............... ..... ... ......... EXIST GROUND AT' GUTTER 'FL' (LT) ............. ......... ....... 725 ...... ....... I ........ ............ ..... ............. ... 0 0.30% 2.3012- .......... 720 .......:......0.29%.........:.........:.........:.......... ...PROPOSED GUTTER PROPOSED 047011,64SIN 'FL '(LT) ......... ......... .......... 720 .......... ......... ................... 715 .................................................. .......... ................ ........... 715 1+00 2+00 3+00 4+00 6+00 SOUTH FLOKINE PROFILE O � N 05/30106 DRAWNBr- UN CURVE.... URVE....... 011EMBOBr- SHEET g OF 27 —IWAV Slisas .. ................................. ......... sz, 1154 725:.........: :..... :.,... EXIST GROUND: QC *AT'GUTTER' FL'(LT) ......... 725 ........ ... ....... 0.3 ... ............... 7.327 ..... 5 �47 cz 0.31%: 1 ___:.........:.........: 720 0.33% ........... ........ -PROPOSED GUTTER PROPOSED CATCH 9ASIN :Fl-' (LT) ......... 720 715 ......... ......... ................... ................... ...... .................. IDENTICAL POINT 1+00 2+00 ................ ................................ 3+00 4+00 . 715 5+00 6+00 NORTH FLOWLINE PROFILE 740 :....... ......... ......... ............ N ca .............. C> .... .............................. i%l po an -d- 740 co K) CD It 7. N N Lo N 00 N ci c_j K). + 00 cq CN c'4 p — � -0 . . . . . : . . . . . . . . . . . . . 735 ..... .. 44 ..................... u- Q_ a- 735 L......... ...... ................:.. ... .......... 730 .. ...... ............... ... ................... .... 199.14! ......... ........ ON CURVE 730 :'`:/ :.........:.............................................. 725 .... ............... ..... ... ......... EXIST GROUND AT' GUTTER 'FL' (LT) ............. ......... ....... 725 ...... ....... I ........ ............ ..... ............. ... 0 0.30% 2.3012- .......... 720 .......:......0.29%.........:.........:.........:.......... ...PROPOSED GUTTER PROPOSED 047011,64SIN 'FL '(LT) ......... ......... .......... 720 .......... ......... ................... 715 .................................................. .......... ................ ........... 715 1+00 2+00 3+00 4+00 6+00 SOUTH FLOKINE PROFILE AM Na. - O � N 05/30106 DRAWNBr- /v 011EMBOBr- SHEET g OF 27 —IWAV Slisas sz, 1154 QC cz AM Na. - 04-158 MGM: 04- ff8sT_p1i2 DA TE 05/30106 DRAWNBr- /v 011EMBOBr- SHEET g OF 27 —IWAV Slisas / I __ /_t11/11 . --7. -z CONSTRUCTION NOTES O CONSTRUCT 6"' CURB & GUTTER PER C.O.B. STD. DWG. S -I W/5' WIDE STANDARD TYPE SIDEWALK PER STD DWG S-3 (UNLESS OTHERWISE NOTED) O CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O CONSTRUCT TYPE '"A - CATCH BASIN PER C. O.B. STD. DWG. S-12 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG S-29 -�-�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C. 0. B. STD. 'DWG. S-31 �- INSTALL STREET NAME SIGN PROPOSED RIGHT -OF -WA Y 8"s PROPOSED SEWER i #"SDPROPOSED STORM -DRAIN GFL CURVE DISTANCES O1 GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 197.06 42.00 42.87 268'49'50" C2 27.13 35.00 14.29 44'24'55" C3 277.18 280.00 151.14 56'43'04" C4 155.26 320.00 79.19 27'47'58" C528.73 20.00 17.48 82'17'48" C6 29.39 20.00 18.07 84'11'20" C7 86.03 320.00 43.28 15'24'14" C8 29.06 20.00 17.77 83'14'37" GFL CURVE DISTANCES O1 27.13' Q2 29.06' Q3 27.13' ® 28.73' �5 29.39' ® 7.75' Q 29.06' N C' M M n CIS o c � a: RAC"L A N� "IL S LANE 'N, >RIZONTAL: 1"= 50' VERTICAL: 1 "= 5' 740 .......... .........:.........:.......... :.........:.........:.........:....................................................... :......... (PRIVATE) :.........:.........:.........: 740 :MSN. .�O . to � Or' 0 c Nn to . . . . . . . . . . . �� NN NN Lo n00 cS00. ujc6 Ou0 sfiq 00 CD 735 :O+ fes. +� +^. +^. +I Nj Nih Oar Ki '{' aQ N LO 04 04. �U JtY .JW J� JU' MU MU +I. . . . . . . . . . ..+ ^. . . . . . . . . . 735 ij a- m LA-�...�.. .................................:.........: : U.. • 730 .......:..... ... :. _ m :.........: :.........:.................. ... ...................... 730 0 .. 2:77.18' ON* WRVL• ... .....................: 725 ......... : .......:..... ... ........:.........:... .. .. ....:.........:.........:. ...'..... `� ... EXIST GROUND; 45% x.52 :........_ .... - 725 1kT, GUTTER ,Ft. (�T).. :. ° 090 _ ---=- ....... ..-- . ..................:........ . 720 .......... _.56 ................. 720 PROPOSED GUTTER ............ t_ = f[ 2*90(�t6 F•L (LT) P14 REV = 71850 PROPOSED CATCH BAS* ' ....:.:.........:.............................:.........:. . 715 :......... .........:.. � ao:= 2so : : ......: ........................Kz.1•23............. 1+00 2+00 3+00 ........... 4+00..........................:.........:.........:.........:.........:.........: 715 IDENTICAL POINT 5+00 6+00 7+00 8♦QQ NORTH FL OWLINE PROF/LE 740 ......................................... :.........:.........:.........: 740 '- 60 n N Nc0. NIS Nrn. N 0) to d -Lo Lo CD toNto �. 73500 tN� N. .♦1� ^� ��. O� N° .6. t1)O N N T -N imIN ")- NN d' Om : _ : .N. is ice. Lo +r. . . . .+1.. . . . . . . . . } Imo. r- NN NN. ON N N. JU �0 _!m Nm. MU MU,^. -i-�. .-i �. +fes. R. �'a �m �U: �a ��: : c gym• �� ........... 735 �.........:.........: m ... 00 4-� w m �w �v Vin" �c� w- m.................... .. 730 ............ :. °° .. '7$:28'.... ............ ... .. 730 :. 155.26' ©' ON CURVE.........: O :•ON'CURVE:..... .U4 ........ :.........:.........: 725 .......:..... ... ... : EXIST GROUND :� .:... :527 ' : _....:._ ...... 725 .A. GUTTER • FL (L• T)• -- -`''- : �....... ..... .. ..------- .... PROPOSED • 6U1"1'ER ....:......... 720 :......... :... "0.98?0.:..... -x;--...._,-----.: 4 % �5�° 0.5490 FL (LT) -1.4090 : 6 .. .. PROPOSED. CATCH. B..4.SIN........:.........:.... 720 :.........:.........:......... : ......... :.... Pb �'TA•� fZ •2f92,82 • PROPOSED -GUTTER Pb1�= 718M Fl (LT) .....:................... ........ .......... :......... :.........:.......... AV -2M 715 :......... :......... :............ ............... A' 20.80 ...... :..... PROROSED CATCI� BASIN... : 1+00 2+00 3+00 4+00.........................................:.........:.........:.........: 715 . 5+00 6+00 7+00 8+00 SOUTH FL OWLINE PROF/LE ER * b 0 i u- 0%0 .. ; M LL or- �y0 c U W � Q � w No. 42038 L /v%J A�- 17mil_Q 1N, CONSTRUCTION NOTES O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 W/5' W/DE STANDARD TYPE SIDEWALK PER SM DWG S-3 (UNLESS OTHERWISE NOTED) 20 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O3 CONSTRUCT TYPE "A " CA TCH BASIN PER C. 0. B. STD. DWG. S-12 U4 CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GUTTER PER C.O.B. STD. DWG. S-1 (UNLESS OTHERWISE NOTED) w 3 po OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 M w � �`' � a o o \ 1 -�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS 077-IERW/SE NOTED) PER C.O.B. STD. DWG. S-31 ± N N -}- INSTALL STREET NAME SIGN,+� ,+� u- - - PROPOSED RIGHT -OF -WA Y S s"s PROPOSED SEWER #" SD- PROPOSED STORM -DRAIN qg) FL 5+45.05 `) v c`v No caf,i ti / 12 I CL 1+00.00 ORANGE HILLS PLACE= 9*P9+ 36" SD CL 4+85.58 RICHLAND HILLS PLACE ' irq - 1 8" SS --17- N X64 0 IL v SSSO 364Q 6 80-.�,1 7� ;0 � ? n to S'O �� �� GUTTER FLOWLINE CURVE TABLE Q v Q c, N CURVE LENGTH RADIUS TANGENT DELTAGj''� moo Cl 29.39 20.00 18.07 84'11'20" RICyL l y 19 C2 28.73 20.00 17.48 82.17'48" NO /tC $ �� 20' P/PE EASEMENT C3 27.13 35.00 14.29 44*24'55"gF C4 197.06 42.00 42.87 268'49'50" iS£E Sy �19) S' C5 214.51 952.50 107.71 12'54'13" m N w C6 17.28 11.00 11.00 90°00,00�, O U C7 19.64 11.00 13.65 102"1649" PO co + N cn C8 209.51 977.50 105.16 12'16'49" C9 17.28 11.00 11.00 90'00'00" 0 + + + N N N l C10 14,801 11.00 8.76 77°05'47"wu_l6j m � w � v )RIZONTAL: 1"= 50' VERTICAL: 1"= 5' ORA NOAE HIL c3 PL A CA (PRIMATE)...:.. .. ............. ... 00 n"co ON' PON CN It PO LO 735 N .M N . . . . . . . . . . . . t0 CV' iv3 CSI. O 00 N' 735 N pU::MUU ..a.........� pm ................. CL LJ W ; m 730 ... .. .. ... 730 :.......... .:........0.. ... ......:.........: 725 ... PROPOSED GUTTER ; 725 FL (LT) 51 0.30% 0.32%...... 0.29% EXIST GROUND 720 ..... .............:....... AT: GUTTER .FL (LT)............. 720 GFLCUR IE :....:......... :............................. :......... ........: DISTANCES 715 ................... .......... :......... 715 ® 29.39' 1+00 2+00 3+00 4+00 �2 27.13' Q 28.73' EAST FL OWUNE PROF/LE IDENTICAL POINT ® 27.13' O5 17.28' © 14.91':.........:.........:.........:.........:.........;......... 7Q 17.28' '........................ .......... :......... :......... : .......: 04 O �N Ndq' fntto Ogca : 735 :.........:... o. � N.:........... N �,; ........... 40 N........ ...... . � +� : �-^ �*N; ; +N ; 735 N N M� . .. .m. UO.. ... .apo. . �[�. ... .. ti0. . . . . . . .. . . . . . 0. 0. ij U ,- W . m 730 .: 730 PROPOSED GUTTER ' 725 FL '(LT) .......... 725 :.........:.. ..299 _ 0.29% 0.29% ' 0 ....:.........:......... o EXIST GROUND 720 :........................ AT' GUTTER 'FL' (L .......................... 720 715 ................... :......... :......... :......... :......... :......... : 715 1+00 2+00 3+00 4+00 WEST FL OWL/NE PROF/LE M WAY -ANE SHEET 21) N 00 I V) rF NWAY ANE SHEET 21) HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 156 157 -rC3+91. CL 1+93." 158 159 r� QT< DRIN A NL a :......... ; ........ NOT APPLI CA48L.E° SEE IMP. FLAW PHASES ro, 8 (PRIVATE) ; 00 c0 to N _ ; Co LO C0 N 740: ......... • 000; 0 cv co cv .:... ...... .......:.............. co r� 'Ofn' 0 N' Mof 4cV' M . . ' . . . . . . : 740 co OM + MM co r7 +� +� : • F-- n......... ......... ................... ......._p� ` LtJ ' J 11 O G� 740:........... ....... ............:.........:.........: m.: a ; ... .. ............ ; 740 735:.......... :.......PRO................... T:..... :.........:735 FL ' (LT) 0.20%' 0.22% 4.77% :..0.50% ............. ; 730 .........:.........:.......... ,--- ..* ... -- ..:....... - .. . • -- � ; 730 EXIST: GROUND .............. AT' GUTTER 'FL' (L .......... ......... 720....................:.........:...................:...................:..........725 1+00 2+00 3+00 4+00 NORTH FL OWLINE PROF/LE 740: WN 00 to 00 N t� ......................:.......................'` �; N M W n N + h : ' 00 r i O cV' MM 1-M .:.. N ' . . . . . . . ; M 740 CHECKEDBY SHEET 20 OF 23 MKV SHEET + + n � 0. ... 0. . M� Mm c�.......... :......... :.........:...... n-: or :.. �U t�...ca ........... u U m.. O1 740 :.........:.. :................... :......... :...... .:. ........ 740 v 735: ......... ............... .......... .......... :......... :... PROPOSED GUTTER : ............:735 :.........:.. FL: (LT) •0.23% 0.22% :..�..:........ . .43 3 730 ......... .......... :......... ' .. ..-.......:- _:-:� �.-------: ....:.. . ......:730 EXIST GROUND :.........:.........:.........:... AT'GUTT.ER'FL'(I-T).......... ......... : 725 :.........:.........:.........:.........:.........:.........:.........:.........:725 1+00 2+00 3+00 4+00 SOUTH FL OWLINE PROF/LE D JOB No., � Mal W � 05/30/06 DRAWNBY,• JV CHECKEDBY SHEET 20 OF 23 MKV SHEET M � O1 v o W Q Z Q � 4 � JOB No., 04-158 DWG NO. 04->58ST--PH2 DATE 05/30/06 DRAWNBY,• JV CHECKEDBY SHEET 20 OF 23 MKV SHEET .Ll Ll Ll� 745 CONSTRUC77ON NOTES O CONSTRUCT 4" TYPE 'C" ROLL, TOP CURB & GUTTER PER C. O.B. STD, DWG. S-1 (UNLESS OTHERWISE NOTED) O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A O3 CONSTRUCT TYPE "A N CA TCH BASIN PER C. 0. B. STD. DWG. S-12 0 CONSTRUCT SURREY MONUMENT ENCASEMENT PER C.O.B. S7D. DWG. S-29 -C=>- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.0.8. S7D. DWG. S-31 + INSTALL S7REET NAME SIGN - PROPOSED R1GHT--OF- WAY i 8$'S— PROPOSED SEWER #"So PROPOSED STORM-DRA11V 8" SS _ Cl C� 0 G� C I cn 7 155 , �� TORI N j(' LANE (SEE SHEEP 20) s0 o a C4J 8" SS C3 165 164 - 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' M V 6m ±ED Cfl + Lo J x 00 I.L. N LL - 173 `S1 \ 184 `3 s� 172 185 8" gS C10 000' 716971070 o+co ttf 000, rn c�0 O 0 m ). N .- Z 6 to c6 O r- O M st -I Lv + co U + + + + + j + + U M�- W .- N M to M et eh J U JJ -l0 J U J J J J J U Lt.. m LL ti li. m Li W U U U U 4- m oO(:�)NWA Y NOT APPLICABLE. SEE IMP - 750 ..............TpL ......AM.AF. PHAS654,84.13,(PR.IVATE)....... '...... .. ... ; ......... ; ......... ; .........:750 o O ; 1- 00'00 r o r-� O O o to o to to CD to 40 d- o r-- O to r%) 0 •- 't (6 (o Lo Oto ton too �-M00 X110 Onto. 'I ehM 0)r-N�coOCD �� no r-ao O ; ; d.-'cn. 'CD• co c3 N-0 t,0A00'Wit'O I�C�et O4'0 -* CTA' 40 00 Mob OM mM 0M NM OM OM oM �M NM shM toM<0nrl- NN co N r- IN +^ +� +� +� +� +� +h +� +►� +� +I� +� +t` +� + +r- N N U d' et- d d' ' d �t 1* to to to 745:....... �-- U U U v U U U U W r m .. � .............:745 J�• �QQ•_1 •_l6L•:_I jM'�JW -im•�I -9m �l�Jm _1L�J• �J J JLLI U u- ti u- La_ u- LL Ll- LL . Lt,. u- u- Lt_ ti m u- :........u- Z .......:.........:.........:..... ... ...... :... ... : :... ...:.........: w ma ......;......... .........:..:740740.............� ............................................. ... ..... ..... . ........... ......................... 735: ......... ......... PROPOSED • GUTTER ..... :..... ... .... ......... :.........:735 FL (LT) :.....�� ...—_........... -0,979;.... . :.. 52:24.' .. ; . :......... -0.977. -0.97% -0,97% 7 ON CURVE 730 :.........:.......~ �:..�_ ..:.........:.........:.. -o.s7% -0.9�% -o.s :......... ; 730 EXIST GROUND ......................................AT GUTTER• FL -(LT) ....... ............ ....... ...... .__........ ... -.1'.56% ........: 725:.......1 +00 .......:.......2+00 .......:.......3+00 ...............4+00 ...............5+00 ...............6+00........725 EAST FL OWL/NE PROF/LE 750.....................................................................;.........:.........:.........::........;.........:750 0LoCD 0) Lo Co 000r-_ fl- Nn"to rlto`- N• N 0� '-00 tom d 0 r'0o to 00 00 d o oto eh Otrj N � •I� M O to O m O •M m co OR . r, . r, . 0o to . . . . ►o r, . .p ug . . .co N 0 . . . . r. m . . . 00 trJ M. . . . . . . . . . . . . . 0 to . . . . .N O . . . . . . . . . . . . . OncoMcOrjMviC6McVt•MMC40;NLoN cV' N(6 04 o Mme- ole- (66 o66 00 too d 0 00 OI`hoM-MNM-hMtoMco"COMI-M M M mM O 0 M MM mM M NM M •- 04 r- N + . +r, +r. +r. +r. +r. +I, -+r. +ice r. • +� +� +tom + +� +� j +� +� +r. r. U r .- r• r .- N N M M M M � to m 745 m U. CA .0 U U. U U X OC . Lr. LC U . U. t-. . . . U . . . . . . . . . . F- . . . . . x . . . . . . . . . . J JW-ImJWJmJWJfk_JWJU U, UJU -i a- J JD- iJd- JQ Jo- JU w () L.,. U- L� u- u- Lt. Lt_ LL m Lu m V-. 8 u- 1i Lr.. ii ii Q_ u- Li m �`-:. :. :.. .... .................. ...... ..1i ........... d 740 ......8 .10 13 : ........14 . .. ....... '... .................. ..........: 740 g0 12 ..... ..... ...:...95.24..:.... :.........: 15 . ON CURVE' 735 ......... 16 ................. :.........:735 17 P.RO.P,QSED. GUTTER . —` X20 9 _0.93%.. _0.93% _0 3% FL• (LT) -0.93% 9 -0.939; -0.93% 730 ;.........;....... �..-----.: �_............ ................... ... -0.90 ...........730 -:-------- __•� -0.93% . ° :.........:......... :......... :......... :.....EXTST.:GRQUND... '...........�" .. .. :... AT GUTTER FL (LT) ; ; --3.63% 725:.......1 +00 .......:.......2+00 .......:.......3+00 .......:.......4+00 .......:.......5+00 .......:.......6+00.......:725 WEST FL OWL/NE PROF/LE i HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' .G No. 42038 � x n / V.`\' , l I zo/ \-:j 100 \ Z0 t �� 127 128 M Z 129 130 131 132 133 134 135 136 137 GFL CURVE DIS TANCES 00 g o 19.07' 11 6.29' ot�2 39.80' 12 17.28' oz o N cr O3 1.21' 13 17.28' Lo oo ® 5.10' 14 22.54' �-� cn0 5 6.29' 15 33.67 + + ® 6.29' 16 31.05' Lim 0 0 U7 7.28' 17 14.31' ® 6.29' 18 4.73' Q9 6.29' 19 4.73' 9 T4 0 4�*KH( D 10 ' NOT APPLICARLE. SEE IMP. PLAN OF FRASES 6,8 it 113. Q 629 ©0 7.85 745 :......... :......... ............ ...........................(PRIVATE) ................ .................:.........:.........;.........:.........: 745 Od' N0 toto M'- '*N I -col OO . . . . . . O co . . . . . . . . .c0 CTT 17 C3�' n Cn ' try 110 Oto . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� Pr) . . . . . . . . . . . . . . . . . . . . . . cow m Co.* a0 ch . . . . . . . . . . N � N (6 " co i-. �0 0^ OM il•M OOM don NM NM' �N NN MN MN' +� +� +r. +r- +r-. +� +^ +� +I-, . 740 :........�- (n........:.-- w :- W.--W.�!�.N ac: ....................:.........:...................:tf?...............:.........:........ .........:.........: -i - �m U-� _ L-� L- W. is �� u -m u- 740 CV t=-• J JU Ju it o ; J m 5 ;........� �.......... X.. �............................................:.......... ....................�,...t�.. I...................... X. 735 :......... °D........:. a.. a.. a.. :.........:.........:.........:.........:.........:. :.........:....218.18'............ a..........:.......... 735 .18 ; ON CURVE :......... -0.844. ... 1:9.........:..PROPOSED,GUTTER..:.........:.........:.:......... :......... :......... :..... :.........:.........: Ltj 730.... -0:85%... -Q.84% :.................... -0.80% :........... :......... :......... :..... :.........:.........: "`�: =0.91'% -0.85% 730 . -0.83% : .. ........................ ......... ---...; .. ......... ................... ...................: 725:.........:.........:.........:.........:.........:.........:.......................:.........:............----'"..- ooa 725 ' EXIST' GROUND: . AT GUTTER FL; (LT) 720 ........1 +00...............2+00...............3+00...............4+00...............5+00...............6+00...............7+00.......:.......8+00.......: 720 EAST FL OWL/NE PROFILE 745 ..........; ......... ........................................................ :.........;.........:.........:........:.........:.........:.........;.......... 745 O d O 0o M 00 M 0 Qcp..........................0 ............................. 000.0 r.. o ........ M .- N I- N Go N N tri l; o l� + r, + t\ + r. + r. r- 740 :........�:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........: 740 N. LouLoU. �t-.�0:. fx a l a. IA- U w a m Lu m J � .......... z. ............................................ C7.. W m 735 :................................................:.........:.........:.......................................................................... .. 735 264:08' PROPOSED GUTTER ON CURVE ....................... FL.(LT).....:......... ;................... . ..................... ...... .............. ; 730 :......"'`................................. .................... �0.779� ...............................:.........:.........:.... ............: 730 �- - -0.747, .........; ...................;........... 1............................................................................... ............. EXIST GROUND s-- 725 .........................................................................................4.46%......... 725 AT' GUTTER •FL' (LT) ; ; 720:.......1+00.......:.......2+:00.......:...:...3+:00.......:.......4+00.......:.......5+00.......:.......6+00.......:.......7+00.......:.......s+o0.......: 720 WEST FL OWL/NE PROF/LE O � W DATE 05/30106 z gz g CHECKEDBI' • � Q Q o N (L a Lo M z U O o 00 O 0 M + N J M ? j U + U J U W 156 157 158 159 1611 '? N 8" SS _ Cl C� 0 G� C I cn 7 155 , �� TORI N j(' LANE (SEE SHEEP 20) s0 o a C4J 8" SS C3 165 164 - 1 HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' M V 6m ±ED Cfl + Lo J x 00 I.L. N LL - 173 `S1 \ 184 `3 s� 172 185 8" gS C10 000' 716971070 o+co ttf 000, rn c�0 O 0 m ). N .- Z 6 to c6 O r- O M st -I Lv + co U + + + + + j + + U M�- W .- N M to M et eh J U JJ -l0 J U J J J J J U Lt.. m LL ti li. m Li W U U U U 4- m oO(:�)NWA Y NOT APPLICABLE. SEE IMP - 750 ..............TpL ......AM.AF. PHAS654,84.13,(PR.IVATE)....... '...... .. ... ; ......... ; ......... ; .........:750 o O ; 1- 00'00 r o r-� O O o to o to to CD to 40 d- o r-- O to r%) 0 •- 't (6 (o Lo Oto ton too �-M00 X110 Onto. 'I ehM 0)r-N�coOCD �� no r-ao O ; ; d.-'cn. 'CD• co c3 N-0 t,0A00'Wit'O I�C�et O4'0 -* CTA' 40 00 Mob OM mM 0M NM OM OM oM �M NM shM toM<0nrl- NN co N r- IN +^ +� +� +� +� +� +h +� +►� +� +I� +� +t` +� + +r- N N U d' et- d d' ' d �t 1* to to to 745:....... �-- U U U v U U U U W r m .. � .............:745 J�• �QQ•_1 •_l6L•:_I jM'�JW -im•�I -9m �l�Jm _1L�J• �J J JLLI U u- ti u- La_ u- LL Ll- LL . Lt,. u- u- Lt_ ti m u- :........u- Z .......:.........:.........:..... ... ...... :... ... : :... ...:.........: w ma ......;......... .........:..:740740.............� ............................................. ... ..... ..... . ........... ......................... 735: ......... ......... PROPOSED • GUTTER ..... :..... ... .... ......... :.........:735 FL (LT) :.....�� ...—_........... -0,979;.... . :.. 52:24.' .. ; . :......... -0.977. -0.97% -0,97% 7 ON CURVE 730 :.........:.......~ �:..�_ ..:.........:.........:.. -o.s7% -0.9�% -o.s :......... ; 730 EXIST GROUND ......................................AT GUTTER• FL -(LT) ....... ............ ....... ...... .__........ ... -.1'.56% ........: 725:.......1 +00 .......:.......2+00 .......:.......3+00 ...............4+00 ...............5+00 ...............6+00........725 EAST FL OWL/NE PROF/LE 750.....................................................................;.........:.........:.........::........;.........:750 0LoCD 0) Lo Co 000r-_ fl- Nn"to rlto`- N• N 0� '-00 tom d 0 r'0o to 00 00 d o oto eh Otrj N � •I� M O to O m O •M m co OR . r, . r, . 0o to . . . . ►o r, . .p ug . . .co N 0 . . . . r. m . . . 00 trJ M. . . . . . . . . . . . . . 0 to . . . . .N O . . . . . . . . . . . . . OncoMcOrjMviC6McVt•MMC40;NLoN cV' N(6 04 o Mme- ole- (66 o66 00 too d 0 00 OI`hoM-MNM-hMtoMco"COMI-M M M mM O 0 M MM mM M NM M •- 04 r- N + . +r, +r. +r. +r. +r. +I, -+r. +ice r. • +� +� +tom + +� +� j +� +� +r. r. U r .- r• r .- N N M M M M � to m 745 m U. CA .0 U U. U U X OC . Lr. LC U . U. t-. . . . U . . . . . . . . . . F- . . . . . x . . . . . . . . . . J JW-ImJWJmJWJfk_JWJU U, UJU -i a- J JD- iJd- JQ Jo- JU w () L.,. U- L� u- u- Lt. Lt_ LL m Lu m V-. 8 u- 1i Lr.. ii ii Q_ u- Li m �`-:. :. :.. .... .................. ...... ..1i ........... d 740 ......8 .10 13 : ........14 . .. ....... '... .................. ..........: 740 g0 12 ..... ..... ...:...95.24..:.... :.........: 15 . ON CURVE' 735 ......... 16 ................. :.........:735 17 P.RO.P,QSED. GUTTER . —` X20 9 _0.93%.. _0.93% _0 3% FL• (LT) -0.93% 9 -0.939; -0.93% 730 ;.........;....... �..-----.: �_............ ................... ... -0.90 ...........730 -:-------- __•� -0.93% . ° :.........:......... :......... :......... :.....EXTST.:GRQUND... '...........�" .. .. :... AT GUTTER FL (LT) ; ; --3.63% 725:.......1 +00 .......:.......2+00 .......:.......3+00 .......:.......4+00 .......:.......5+00 .......:.......6+00.......:725 WEST FL OWL/NE PROF/LE i HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' .G No. 42038 � x n / V.`\' , l I zo/ \-:j 100 \ Z0 t �� 127 128 M Z 129 130 131 132 133 134 135 136 137 GFL CURVE DIS TANCES 00 g o 19.07' 11 6.29' ot�2 39.80' 12 17.28' oz o N cr O3 1.21' 13 17.28' Lo oo ® 5.10' 14 22.54' �-� cn0 5 6.29' 15 33.67 + + ® 6.29' 16 31.05' Lim 0 0 U7 7.28' 17 14.31' ® 6.29' 18 4.73' Q9 6.29' 19 4.73' 9 T4 0 4�*KH( D 10 ' NOT APPLICARLE. SEE IMP. PLAN OF FRASES 6,8 it 113. Q 629 ©0 7.85 745 :......... :......... ............ ...........................(PRIVATE) ................ .................:.........:.........;.........:.........: 745 Od' N0 toto M'- '*N I -col OO . . . . . . O co . . . . . . . . .c0 CTT 17 C3�' n Cn ' try 110 Oto . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� Pr) . . . . . . . . . . . . . . . . . . . . . . cow m Co.* a0 ch . . . . . . . . . . N � N (6 " co i-. �0 0^ OM il•M OOM don NM NM' �N NN MN MN' +� +� +r. +r- +r-. +� +^ +� +I-, . 740 :........�- (n........:.-- w :- W.--W.�!�.N ac: ....................:.........:...................:tf?...............:.........:........ .........:.........: -i - �m U-� _ L-� L- W. is �� u -m u- 740 CV t=-• J JU Ju it o ; J m 5 ;........� �.......... X.. �............................................:.......... ....................�,...t�.. I...................... X. 735 :......... °D........:. a.. a.. a.. :.........:.........:.........:.........:.........:. :.........:....218.18'............ a..........:.......... 735 .18 ; ON CURVE :......... -0.844. ... 1:9.........:..PROPOSED,GUTTER..:.........:.........:.:......... :......... :......... :..... :.........:.........: Ltj 730.... -0:85%... -Q.84% :.................... -0.80% :........... :......... :......... :..... :.........:.........: "`�: =0.91'% -0.85% 730 . -0.83% : .. ........................ ......... ---...; .. ......... ................... ...................: 725:.........:.........:.........:.........:.........:.........:.......................:.........:............----'"..- ooa 725 ' EXIST' GROUND: . AT GUTTER FL; (LT) 720 ........1 +00...............2+00...............3+00...............4+00...............5+00...............6+00...............7+00.......:.......8+00.......: 720 EAST FL OWL/NE PROFILE 745 ..........; ......... ........................................................ :.........;.........:.........:........:.........:.........:.........;.......... 745 O d O 0o M 00 M 0 Qcp..........................0 ............................. 000.0 r.. o ........ M .- N I- N Go N N tri l; o l� + r, + t\ + r. + r. r- 740 :........�:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........: 740 N. LouLoU. �t-.�0:. fx a l a. IA- U w a m Lu m J � .......... z. ............................................ C7.. W m 735 :................................................:.........:.........:.......................................................................... .. 735 264:08' PROPOSED GUTTER ON CURVE ....................... FL.(LT).....:......... ;................... . ..................... ...... .............. ; 730 :......"'`................................. .................... �0.779� ...............................:.........:.........:.... ............: 730 �- - -0.747, .........; ...................;........... 1............................................................................... ............. EXIST GROUND s-- 725 .........................................................................................4.46%......... 725 AT' GUTTER •FL' (LT) ; ; 720:.......1+00.......:.......2+:00.......:...:...3+:00.......:.......4+00.......:.......5+00.......:.......6+00.......:.......7+00.......:.......s+o0.......: 720 WEST FL OWL/NE PROF/LE JOBNo.: O � W DATE 05/30106 DRAWNBY.- iv CHECKEDBI' • � Q Q o N M ? W CA oc Q W ~ M JOBNo.: 04-f58 MGM: 04 -1588T -P112 DATE 05/30106 DRAWNBY.- iv CHECKEDBI' AAV SHEET 21 OF 23 SHEET CD O -8"S- _f SD - C) C) O fy) 04 S co Ln C) r_ E E 00 in 1� i CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C 0. B. STD. D WG. S-1 P1515' WDE STANDARD TYPE SIDEWALK PER SID DWG S-3 (UNLESS OTHERWSE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TYANS STD. DWG RSPA88A CONS 7RUC T TYPE "A " CA TCH BASIN PER C. O. B. STD. DWG. S-12 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S 7D. DWG S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWSE NOTED) PER C.O.B. STD. DP, INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- HA Y PROPOSED SEWER PROPOSED STORM -DRAIN GFL CURVE DISTANCE'S GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 196.26 42.00 43.70 267-43'47'; C2 32.28 35.00 17.39 52-50'36" C3 22.64 35.00 11.73 -37-04-08' cp 0- C4 89.78 380.00 45.101 13'32'11" C5 110.34 420.00 55.49 15*03'08'; C6 4.65 3.00 2.93 88*43'41 C7 3.98 3.00 2.35 76*04'29" C8 33.02 20.00 21.68 94*36'26" C9 30.19 20.00 18.81 86'2842" Clo 36.00 20.00 25.21 103'08'31" Cil 27.92 20.00 16.78 79*59'14" C12 27.13 35.001 14.29 44*24'55" C13 1 197.061 42.0 1 42.87 268'49'50" GFL CURVE DISTANCE'S o TORRAEY H/LLS PLACE IZONTAL: 1"= 50' :-*R-nCAL: 1"= 5' FORTLON OFWILLS 'PLACE NORTHOF TOSCANA DRIVE lSlNdTMl%E'lt 4PFL1C,*8LU. SE75 IMP. PLNW OF PHASES Co, 8 4 IS. ) 745 ............ ....... .......(.PRIVATE ).... ......... ......... ..... ......... 745 :(o 0 to j,, re) rn co 0) co N Lo co co - Ln Cc . . . . . . . . . . . . . . . . . . . . . . . . to Lo CD CD f! . . . . . . . . . CD 0, w 0 0) cn -00 . .. . . . . . . . . . . . . . . . . . . . . . . 0) r--. 0 0.0 . . . . . . . . . . . . . . . . . . . . . . . . . M I,- "* f--: 5 (6 6 ...... Coco 1* to LO to cq N co Lo CC co + + r-� L"o 00 (N co cq + + + + + + w 1* Lo m co to 740 ......... :_j 0 ......._,M.._,0 ............... rL ....... ............ Im w . w .Li 0 .. 0 ... 0- - .................. ........... a -u- a- -ow u- uj - -_j 0 ............... ....... m u- a- 740 m Lu ......... ........ .......... ........ I I - 0 ............ ... ... ....... ... ......................... ........ ......... ......... FL 89.78' 735 ......... ......... ON :CURVE ........................ ......... .... .. .. ... ......... ......... ...... 735 .......... ...... ......... ......... ......... ........ ......... .......... ... ... . ..... : ........ 4) ........ .............................. 730:.. ....... ... .................. ......... ... PROPOK-D Gu 17ER - ......... .......... ..... ... .......... .......... -1.0 7. 6.* FL (LT): 730 -0.77 -0. 807.. .......... ....... ... . ... ................... *0:29M, : * * 0:307W ............. 0,35% 725 . .. .... ......................... .EXIST GROU-1413 ........ ......... ......... -0.517 ..... 0, ... . ... ......... ......... 725 'AT GUTTER rL (LT) -0.81. .......... ..... ......... .............. .... ............................. ............... :.........:.........: 720 ....... .................... ........ ......... ........................ ........6+00 ..................................... ...720 1+00 2+00 3+00 4+00 5+00 7+00 +66 8 00 IDENTICAL POINT EAST FLOWUNE PROFILE -K) ........... n. 32.28' 0 33.02' O 30.19' (7). : to o . 27.13' O 22.64' 0i K) 04 + 36.00' 00 - 00 Cq LO C4 co r- + r- + 27.92' ul) Cq 00 + 27.13' o TORRAEY H/LLS PLACE IZONTAL: 1"= 50' :-*R-nCAL: 1"= 5' FORTLON OFWILLS 'PLACE NORTHOF TOSCANA DRIVE lSlNdTMl%E'lt 4PFL1C,*8LU. SE75 IMP. PLNW OF PHASES Co, 8 4 IS. ) 745 ............ ....... .......(.PRIVATE ).... ......... ......... ..... ......... 745 :(o 0 to j,, re) rn co 0) co N Lo co co - Ln Cc . . . . . . . . . . . . . . . . . . . . . . . . to Lo CD CD f! . . . . . . . . . CD 0, w 0 0) cn -00 . .. . . . . . . . . . . . . . . . . . . . . . . 0) r--. 0 0.0 . . . . . . . . . . . . . . . . . . . . . . . . . M I,- "* f--: 5 (6 6 ...... Coco 1* to LO to cq N co Lo CC co + + r-� L"o 00 (N co cq + + + + + + w 1* Lo m co to 740 ......... :_j 0 ......._,M.._,0 ............... rL ....... ............ Im w . w .Li 0 .. 0 ... 0- - .................. ........... a -u- a- -ow u- uj - -_j 0 ............... ....... m u- a- 740 m Lu ......... ........ .......... ........ I I - 0 ............ ... ... ....... ... ......................... ........ ......... ......... FL 89.78' 735 ......... ......... ON :CURVE ........................ ......... .... .. .. ... ......... ......... ...... 735 .......... ...... ......... ......... ......... ........ ......... .......... ... ... . ..... : ........ 4) ........ .............................. 730:.. ....... ... .................. ......... ... PROPOK-D Gu 17ER - ......... .......... ..... ... .......... .......... -1.0 7. 6.* FL (LT): 730 -0.77 -0. 807.. .......... ....... ... . ... ................... *0:29M, : * * 0:307W ............. 0,35% 725 . .. .... ......................... .EXIST GROU-1413 ........ ......... ......... -0.517 ..... 0, ... . ... ......... ......... 725 'AT GUTTER rL (LT) -0.81. .......... ..... ......... .............. .... ............................. ............... :.........:.........: 720 ....... .................... ........ ......... ........................ ........6+00 ..................................... ...720 1+00 2+00 3+00 4+00 5+00 7+00 +66 8 00 IDENTICAL POINT EAST FLOWUNE PROFILE -K) ........... n. to co(o 4m ...... 0 co 00 It N lo� - 0 0) ..... ......... lit 00: 04 0. ....... --d-. � Qq (7). : to o . C-4 m* 't .Lci +^ 0i K) 04 + 0) (D N 14- r- + 00 - 00 Cq LO C4 co r- + r- + o6 CN Lo r- + ul) Cq 00 + r-� 0; cq co r- co, N Lo N 740, cp 0- ....... ...... :j + .. ......... . r-- r- cvl ......... _j C2 _uj_ U- 0 : Q PZ 0 LLJ m 0 ...... ..... ........... .. .. ...... ............. . m 0. ........ ................ O v 735 ......... ......... ... .......... ................... ...... ..... ON CURVE ..... T* ....... ......... IDENTICAL POINT 745 Lo 't i to cq 't - t- q 0. OR . . . . . . . . . . . to 0 . . . . . . . . . . . . . . . ui 4 -4- co (o ++ eq W +^; . C -i a)cq+ r_� r - Lo 5 co co ................... co _j I- Qf ............. m ............... 740 0 U- M W ................ .......... ... ..... .. ................... ................... cvl ......... ......... 735 .. .......... ........ ........ ...... ....... . 7301: ......... _`07 ........ : ............. PROPOSED -GUTTER ........ ... .... ... 0 0* ...... ......... 730 -0 8 x LO 787. FL (LT) . PROPOSED GUTTER .............. ......... -0. ...... 0 ...... ......... FL <LT) ........ ........ .80% 6. .80% 0:30% 7- 0.34% 725 ............ ......... ......... ........ ...... ........ ....... EXIST- GROUN b ................... EXIST 72 AT GUTTER FL (LT) 2.-447.: ......... ......... ......... 725 :.........:.........:.........:.........:.........:................ ......... ................... ......... 720 ......... ...... ......... ......... ................................ - 720 1+00 2+00 3+00 4+00 5+00 6+00*'**' 08**+*0'0'... WEST FL OWL/NE PROFIL E I O cvl tau 0. O v -8"S- -f SD - CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. SM DWG S-1 W15' WDE STANDARD TYPE SIDEWALK PER STD DWG S -J (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A CONSTRUCT TYPE "A " CA TCH BASIN PER C. O.B. STD. DWG S-12 CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GU77FR PER C.O.B. STD. DWG S-1 (UNLESS OTHERWISE NOTED) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S729. DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLES PER COB. STD. DWG S-31 INSTALL STREET NAME SIGN PROPOSED RIGHT -OF -WA Y PROPOSED SEWER PROPOSED STORM -DRAIN GFL CURVE DISTANCES (D GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 7.85 5.00 5.00 90*00'00" C2 28.71 147.00 14.40 11'11'30" C3 35.54 172.00 17.83 11'50'20" C4 14.31 11.00 8.37 74'31'58" C5 7.94 5.00 5.09 91'02'30" C6 31.42 20.00 20.00 90*00l00op C7 27.13 35.00 14.29 44'24'55" C8 197.06 42.00 42.87 268-49'50" C9 20.25 11.00 14.46 105*28'02" C10 7.85 5.00 5.00 90'00'00" Cll .7.94 5.00 1 5.09 91'02'30" GFL CURVE DISTANCES (D lo-ol' OH, A M4 DNIX 28.71' - 4.73' 00 Co. r-: 4.73' 6, ,a 13. 7.85' 745 7.07' .... (P-RIVATE): ......... 35.54' 745 7.94' to rn "d- U) *c� n @ co CD 31.42' @ 27.13' (a 31.42' @ 27.13' 1"= 50' 1 51 NORTH F1-- ONLINE PROFILE 745 .................... OH, A M4 DNIX A NL=� - ......... 00 Co. r-: NOT APPLACABLE. SeC- IMP. PL-ArN OF PH,4SES 6, ,a 13. '00 41t C"i 00 0; 00 745 ........... .... (P-RIVATE): ......... ......... ......... ......... ......... .......... 745 CN Lo to rn "d- U) *c� n @ co CD . . . ... --t . . . rl- In rl-� ko. a. 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 f*- Lo r- co n M � 0 . . . . . . . m In . cn in . m n . . . . . . . . . . . . . . . . . . . . . . . . , , (7! cn, 0! 0� Iq . . CA ph 0) Ui r- CN cn + r 0 ":0 + r- oi cq NN r- l< oi r- cd vi N DON o6 vi - o6 Moo N cq a00 N N cq NO cn c� r- n - po Cl rn ......... 740 +r Ow 14- rt r- rl_ 0 f- co C5 -4 o 0)- n K) N V7 n . + aj ++- + *lr.-W +r- *"cecNx* ++- + "m r-� ........ ......... ......... ......... + ......... + r- +^ ......... 740 .-Jo.-J:z U- U- 0- U- O -JCS L- -1 M LL- UJ -i Uj -j LU ui -Li L- U- 58! W N L-JCD. m ......... ......... ..... ...... Li S� Lo Lo Lo 0 � 0� . . . .Ju C.) ..... ......... .... PROPOSED GUTTER 735 .......... ... ... . ................ ... ... . ....... FL -(LT) ...... U -M, a- U- m w :740 730 . ..... PROPOSED FL - (RT) ..... 51 .................. 0.307, ......... ......... .................... ......... ......... 730 X :.........:.........:.........:.........:.... .... ... ...... ........ .......... X X x ......... . ....... 735 ......... 725 ....... ... 735 ......... -�T.qUTTER ..... .... T) ...... ... ..... 725 720 ......... ......... ......... ................... ......... ......... ......... ................... .......AT -GUTTER .. ......... 720 725 0+00 ................... 0 1+00 ......... . . . . . . . . . . . . . . . . . . . . . . .........:.........:.........:735 1+00 2+00 3+00 WEST FLOWUNE PROFILE P ROP08Eo -c;UT-TuR- ...... ......... .... ... .... ... ....... ....................... ... PROP-05ED. GUTTER ............ ........... ......... . . Fl (RT) FIL 0.52% 1.187 730 FL (LT) 0.73% b.737w- .. ...... 730 .......... 0.527 ..... ......... *,,,**,,*: ......... ......... ................... ............... .00o .... x 730 _ 1.06 ?01017.- ... 1. 1.60% 50' V.C. % 10% 1.92% V.C. -.50, . .... ........ ........ ......... ... ........ PWSM = R. 5,V799: ......... PN REY= 73L13 725 EXIST GROUND A.D. = 273 725 ....... ........ AT GUTT-E� - FL -(LT) .......... 725 720 .............................. ........ ......... ................... ................... ...................... ......... ......... ......... ....... ................... 720 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NORTH F1-- ONLINE PROFILE 745 .................... ....... (PRIVATE) ......... ......... ......... ...... 745 - ......... 00 Co. r-: 745 ......... '00 41t C"i 00 0; 00 M LO M LO CO 04 IN IQ CO M Cp CN Lo co cq r-O.Lo Co to co N CA to 740 ...... U.Lu ....... r- 10- m r-- m C4 0) rl- f*- CN N pq r- 1* N Po 06 i,� c N Lo 06 r -Z N r-, 66 cq i66* cq *: **** CN ......... ......... ........ 46- po r- 6; po r- 14- rt r- rl_ 0 f- co C5 -4 o 0)- n K) N V7 n to ...... ......... CO po L4 aj U- a. + +^ ++- + P . + rl- + 04 +r- ......... + + r-- + + m O 740 :........... opo.. a ..j U- ce o C) :.j w U- m� 0.-j U- -Li L- ij L.L. 2: -_j U- ..... N L-JCD. m ......... ......... ..... ...... Li S� Lo Lo Lo 0 � 0� . . . .Ju C.) ..... ......... .... PROPOSED GUTTER 735 .......... ... ... . ................ ... ... . ....... FL -(LT) ...... U -M, a- U- m w :740 730 . ..... PROPOSED FL - (RT) ..... 51 0.307, ......... ......... ......... 730 :.........:.........:.........:.........:.... .... ... ...... ........ .......... 735 ......... ......... . ....... ..... ......... 725 ....... ... 735 ......... -�T.qUTTER ..... .... T) ...... ... ..... 725 720 ......... ......... ......... ................... ......... ......... ......... ................... .......AT -GUTTER .. ......... 720 725 0+00 ................... 0 1+00 ......... ......... ......... ..................... 3+00 . ... ........5 ' 1+00 2+00 3+00 WEST FLOWUNE PROFILE P ROP08Eo -c;UT-TuR- ...... ......... .... ... .... ... ....... Fl (RT) FIL 0.52% 1.187 730 .... .. .. ..... .......... 0.527 **I. ......... *,,,**,,*: 730 _ 1.06 ?01017.- PS,TA = h 4f79.74 A- R. 5*2iN .................. PW S7 50' V.C. ........ EXIST GROUND PILI LYY = 731. 0,? 725 - N.C. 50'. RW R. 1*5252 AT GUTTER FL (RT) 7576 A.D. = 118 - ......... -STA ... ......... X. = 15.72 . 725 Ptf aEy = 728M AO - -TOO 720 ........................... ......... ......... ......... ......... ......... ......... ......... ......... .................... 720 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SOUTH FL 0 W� INE PROF/LE E (SEE - SHEET 3) 3) TRA FFORAD PLAC, HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 'rN'D. "4 OC -Z No. 42038 Q) U -i m Zlv% 745 .......... ......... ....... (PRIVATE) ......... ......... ......... ...... 745 - ......... 00 Co. r-: 00q: ...... C5 00 ......... '00 41t C"i 00 0; 00 co co o 740 * .......... r-, + cq m + No 0) + CA 740 ...... U.Lu ....... ............ d ........................ > . M ... -rou -j 0 ...... ........ 740 m L4 aj U- a. u- a- .............. .. 04 .......... ......... m O 735 :........... :......... .......... @ ....... ......... ........ 735 ......... 735 730 ......... PROPOSED GUTTER 735 .......... ... ... . ................ ... ... . ....... FL -(LT) ...... .................. 730 ............. 730 . ..... PROPOSED FL - (RT) ..... 51 0.307, ......... ......... ......... 730 :.........:.........:.........:.........:.... 0*:30% 1 ---------- 'EXIST GROUND ................ 725 ....... ......... -�T.qUTTER ..... .... T) ...... ... ..... 725 720 ......... ......... ......... ................... ......... ......... ......... ................... .......AT -GUTTER .. ......... 720 725 0+00 ................... .......... 1+00 2+00 ......... ......... ..................... 3+00 EAST FL OWUNE PROF/LE 745 ............................... ............................... IDENTICAL POINT ......... 745 JOB No..-. O r- a Lo oo"q- 'cq - 00 03-4- in ...... o^ o6- - .......... 00 SHEET 23 OF 23 SHEET o (N -* f-, + r- r-, + N m + cq 0) + CA 740 ...... U.Lu ....... ............ q MVia.........:..��.......... ... 740 L4 m 04 O 735 11 ......... .................................................. 735 .......... ... ... . ................ .12 I .... ...... ......... 730 ............. ... . ..... PROPOSED FL - (RT) ..... GUTTER ............ ......... ......... ......... 730 0*:30% 1 ................. ................ EXIST GROUND 725 ......... ................... ......... ................... .......AT -GUTTER .. FL (RT) ... 725 720 ................... .......... I ......... ....... ......... ......... ..................... 720 0+00 1+00 2+00 3+00 WEST FLOWUNE PROFILE JOB No..-. O � � 05130106 - DRAWNBr JV 01,0MEDBr- m/(v SHEET 23 OF 23 SHEET sz) L4 04 A Z < Q W � JOB No..-. 04 f8 MGM. 04IMSAD112 DATE 05130106 - DRAWNBr JV 01,0MEDBr- m/(v SHEET 23 OF 23 SHEET