Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.1-6444 Ph 2 Rec Drawing
W ■ THE SEASONS _ STREET RZ"VIZ"WED BY.• TRAFFIC ENGINEER, CITY OF BAKERSFIELD RE V /EWED BY SISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E.:39880 (EXP. 12/31/07) SHEET No. INDEAe O TITLE SHEET O DETAILS— GENERAL NOTES OO TOSCANA DRIVE OO DUBOIS PLACE, :SANDWELL PLACE O BOLZANO LANE, ALBERTVILLE LANE OO WIGAN PLACE, EVORA LANE OO OLDHAM LANE OO DUNEDIN LANE, VALLERTA LANE OO SHELBURNE STREET Cl o VALE ROYALE DRIVE >> OSLO PLACE D VIENNA PLACE, ':DO VER PLACE, LISBON PLACE 13 FRANCOIS LANE 14 BESANC''ON WAY D GRATZ WAY, SAINT GEORGE PLACE 16 COPENHAGEN PLACE,'. LYON PLACE fl NAPLES PLACE, KINGSPORT PLACE �a PETERSBURG PLACE, TALLIN. PLACE �9 RICHLAND HILLS LANE vr�nivvI ML LJ I-'LHI.t, IUKIN LANt D CONWAY LANE, STOCKHOLM LANE � TORREY HILLS PLACE � CHAMONIX LANE, TRAFFORD PLACE _lx NO SCALE h 66 d , (j7, ,.- 0l� DATE DATE DATE NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES MA TERIA L S UST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS 0.20' A.C. /0.70' A.B. (LOCAL STREETS) 4" ROLL TOP CURB AND GUTTER 6" CURB AND GUTTER 6'" THICK. DRIVE APPROACH 4" THICK SIDEWALK CROSS GUTTER (6' WIDE) SURVEY MONUMENT ENCASEMENT STREET NAME SIGNS TRAFFIC SIGNS WHEEL CHAIR RAMPS STREET LIGHTS (5800 LUMEN) POLE TOP 590, 916 S.F. 6t240. L.F. 23, 815 L.F. 30t470 S.F. 1219770 S.F. 39340 S.F, 69 EA. 43 EA. X EA. 8s875 S.F. XX EA. IMP R i X �A T X PANORAMA DRIVE 15 25 B��Gh�A�� USED; U.SG.S. Y-292.0 ELI-VA)70N= 782.57 B.C. IN 9" cONC. PAD 14.5 N.W. Of STREET SIGN AND 51.50' FROM CENTER[ /NE OF HIGHWAY 778 AND [ENE PCACE. - 2 PHASE 1 1%.4 �P DAP ,2 r_ KEY kfA P SCALE 1 =200 ' No. 42o38 V Q Q Q Q e Q � o �Z� O ooh a4o mow o owl Q � W LwO��i Qua` izW �oZ vW�W QvUZ Q)p hWZki p�o �Ze mQw ooWo LA QZ , -1 �o��o Q�m� Q S��N k�EW K. V p�`��'L ce. RCE 43130 * Exp. 3fm&m3l-o8 %p9�. CIVt1. F0F CAL�Fo LEGEND CL-- CENTERLINE DWY. --- DRIVEWAY FL-- FLO WLI N E B.C.R. -- BEGIN CURB RETURN E.C.R.- s r 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 f 3 SHEET INDEX NUMBER ate+ CONCRETE MONUMENT C STREET NAME SIGN T.2J e� S., LL� ce. 0 LA CD CL .E Y i1r T.29 S., E 4,3 �i X �A G e x NO SCALE h 66 d , (j7, ,.- 0l� DATE DATE DATE NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES MA TERIA L S UST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS 0.20' A.C. /0.70' A.B. (LOCAL STREETS) 4" ROLL TOP CURB AND GUTTER 6" CURB AND GUTTER 6'" THICK. DRIVE APPROACH 4" THICK SIDEWALK CROSS GUTTER (6' WIDE) SURVEY MONUMENT ENCASEMENT STREET NAME SIGNS TRAFFIC SIGNS WHEEL CHAIR RAMPS STREET LIGHTS (5800 LUMEN) POLE TOP 590, 916 S.F. 6t240. L.F. 23, 815 L.F. 30t470 S.F. 1219770 S.F. 39340 S.F, 69 EA. 43 EA. X EA. 8s875 S.F. XX EA. IMP R i X �A T X PANORAMA DRIVE 15 25 B��Gh�A�� USED; U.SG.S. Y-292.0 ELI-VA)70N= 782.57 B.C. IN 9" cONC. PAD 14.5 N.W. Of STREET SIGN AND 51.50' FROM CENTER[ /NE OF HIGHWAY 778 AND [ENE PCACE. - 2 PHASE 1 1%.4 �P DAP ,2 r_ KEY kfA P SCALE 1 =200 ' No. 42o38 V Q Q Q Q e Q � o �Z� O ooh a4o mow o owl Q � W LwO��i Qua` izW �oZ vW�W QvUZ Q)p hWZki p�o �Ze mQw ooWo LA QZ , -1 �o��o Q�m� Q S��N k�EW K. V p�`��'L ce. RCE 43130 * Exp. 3fm&m3l-o8 %p9�. CIVt1. F0F CAL�Fo LEGEND CL-- CENTERLINE DWY. --- DRIVEWAY FL-- FLO WLI N E 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 f 3 SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT STREET NAME SIGN i i %k i w to k. MR- a r 000 LQ CC Ilk 1� i i JOB Na,- 0¢158 DA TE.' DRAWNB)I.- CHECKEDBY,• ,y1/N � SHEET IE OF Z. i rr� CILE11 ,i uu i CL r4 • . �r 0 N c s z a t; . o Ln 0 fo CL E e- a E a CL Ln r� CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BEN 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 "CITY 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 JL3 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 INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE 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 T0, OR USES 0F, 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 EXCAVA110N. 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, NE 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 • CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL 1. ASPHALT CONCRETE. ASPHAL T ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS» AND SHALL CONFORM TO THE PROVISIONS IN SECTION 391 " 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 RM TO THE REQUIREMENTS OF SECTION 39- -2.029 "AGGREGATE, OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. (MODIFIED) A ASPHALT CONCRETE SHALL BE AR --8000 3. ASPHALT BINDER FOR TYPE VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR --4000 VISCOSITY GRADED ASPHALTs 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 W ORK 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-- 2.012, "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 . H E 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- -4.011 "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 CONNECTIONS 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 I 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 FIN ISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE- TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY (1) EITHER: 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 T0, 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 SECTION 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." t � BASE MATERIAL IN LOCAL ROADS SHALL EITHER BE CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK." � /EL Sh',9LL CONSIZ E QED BED ST.�/I/0.9�D O�,9�//GThE- FOLL O�/1G' C17-1140" OF 89iEirSF ,9 , WLL: COf O OZ9 P9fT OE 4N50 � F , f�,,/V � VT C /TY SIT. NO. DESCR/PT/O�V C/TY SM NO. DESC�?/PT/ON � S -1 CURB AND GY/TTEfi' TYPE A ; Z?-v,4/1/,O "C,7 Z CRD.SS- Gl/TTE�? ❑ S -2 CD�t1iWE/�C /AL Ofd /!/E�YfI Y � S -36 �lED /AN CU!'BS TYPE iW "' il!-1 "ANO ilk 2� Q� O (� � S -.3 S /OElY.4Ll� ❑ S-�1 H.4N0/CAP fi'A010S lz S -I fi'ES /DENCE Ofi' /!/E�YflY ❑ S -�f2 PFi' /YfIT�" STJ�EET GATES � lz S -5 HOUSE NUMBER FOR CURBS fi'EFUSE CDNTA/NEf' PAD ❑ ST -6 f'A!/�illENT /°ATCHES /'O,ST TYPE � Q CROSS - G!/TTEis'S � S-.37 �.9�/OrP C4LLECTOrQ TI?AN,S/T/ON ❑ S -18 O S/OE�L!( U�/Df'D/?A/N 26 /NCfI PAlT C /fCE CUL !�/'T ❑ S -25 STi?EET SREC /F /CAT/ONS ❑ S -9 D/?A /N.9GE BAS /N �.. ■ .■.. � � � STREET SEC770NS CATCH- BAS /N, TYPE A " � � � � � S -26A STlr'EET SECT/ONS ❑ S-1.� CATCH- BAS/N, TAE A -1 " � C J y '1 a 5 -27 STii'EET Cfr'OSS SEC770NS � S -7 �.9NHOLE, TYKE A " `!�7h' DffOP CDNNOCTION ❑ S -28 ALLEY CfIOSS SECT/ON � S -8 Ffi'A�{!ES cP' CDY£fi' FOR �11.9NHOLES & CLEANOI/TS' � S -29 SURlEY WONUiIlENT ❑ ST -22 TRENCfi� BAC!(F/LL AND- CD�IlPACTlON �i'EQU /!'E�!ENTS �'�ST!?EET L /GHT, �l1fIST Af�.l! TIDE ❑ T -3� 7RAFF/C S /GN•9L /NTEfi'CDNNECT - !�Ir4' /NG AND PULL BOXES � S -.� CUL DE -SACS � s-.�� sr�EEr�rrvvc�r�E CALTRANS STANDARDS: Q � RSPA 88A HAND /CAP i?A�llPS ��� b �+ �'�F /BERGLASS STREET L /CRTs NOT ALL06YE0 � co co 0o z ui V) S/938 R/W CA R/W 4' 31 4 , 24' 20' VARIES 1 6 1 VARIES Call I 6" TYPE „BN CURB &GUTTER 2% 2 IN.-- SIDEWALK (MEANDERING) 0.20' A.G. PAVING OVER 0.70' AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB, GROUND COMPACTED TO 95% GUTTER AND SIDEWALK GRADE LINE MAX. DENSITY. (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. s -2� 75' R), GW T -OF -WA Y FOR SLOPE PARAMETERS q T YPI CA L STREET SEC. T/ON 2 NOT 1'O SCALE (PR /VA TES RAW CA 30' 1. 30' 4.5' �. 2' SIDEWALK (MEANDERING) R/W VARIES 10' 20' 20' 10' DATE 3' 4.5' 2.5 ORAWNBY. 3' 4.5' 2.5 CM50MEDBY.• 6" TYPE "B" CURB &GUTTER 2 SHEET OF 13 SHEET 2 W/ 4.5' WIDE SIDEWALK 0.20' A.C. PAVING OVER 0.70' AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB, GROUND COMPACTED TO 95% GUTTER AND SIDEWALK GRADE LINE MAX. DENSITY. (TYP.) 6" MIN. TO 90% MAX. DENSITY. 6O" RIGHT OF- WAY C.O.. STD. DWG. F RESLOPEBPARAME ERSS -27 rB TYPICAL LOCAL STREET SECT1ON 2 NOT TO SCALE (PR /VA TES m m U 4. O p o3-- a oir. m � m � 13.5' 13.5' 1' 12.5' 12.5' 1 2' 2% MIN. MIN. 4" TYPE "C" ROLL TOP 020' A.C. PAVING OVER 0.50' AGG. BASE OVER 0.50' NAT. COMPACT UNDER CURB, CURB AND GUTTER PER C.O.B. STD. S -1. GRADE LINE GROUND COMPACTED TO 95% GUTTER AND SIDEWALK (TYP..) 6" MIN. TO 90% MAX. DENSITY. MAX. DENSITY. * SEE C.O.B. STD. DWG. S -27 Z%' RIGHT-OF- WA Y FOR SLOPE PARAMETERS C TYPICAL RESIDEN77AL ALLEY SECT /ON 2 NOT TO SCALE (PR /VA TE) PROPERTY LINE CROSS - GUTTER A T ENTRANCE TO WENTIAL ALLEY NOT TO SCALE (PRIVATE) z io GROOVE PER NOTE 7, C.O.B. STD. ° „„ - sd A B� 1 10 SEE LIP DETAIL A PER C.O.B. STD. owc. S -41 PLAN VIEW DWG. S -41 SEC TION 8-8 5ECT/ON A -A HAND /CAP RAMP A T ENTRANCE TO RESIDENTIAL ALLEY NOT TQ SCALE mCm RETAINING CURB I v Q Qh ZZ�jQq WQV �O,Ow V ~� Q Q JOB No: 04- 158 OWGNO..• �>SBST•PH2 DATE 05/30/06 ORAWNBY. ✓V CM50MEDBY.• MKV SHEET OF 13 SHEET F 0 Ono 8SIS f SD �osG ENO ���-� � S-R� �sl SN��gvRN A \ \ \\ �� y�2 40 (P VERTICAL: 1" 40.m 5' HORIZONTAL: 1"= 50" QO11/STRUCT/ON NOTES CONS TRUC T 6" CURB & GU 77FR PER C.O.B. - S T2. DWG. S -1 W15-* WDE STANDARD TYPE SIDEWALK PER STD DWG S-3 (UNLESS OTHERWISE. NOTED) CONS TRUC T WHEEL CHA IR RAMP PER CAL TRANS STD. DWG. RSPA 88A CONS TRUC To TYPE "A ** CA TCH SA SIN PER C.O.B. S T2- DWG. S- 12 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. O.B. S7D•- DWG, S-29 INS TA L L 9500 L UMEN STREET LIGH T (UNL UNLESS 0 THER WISE NO TED) PER C- 0, 8- STD- D WG- S J1 INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY PROPOSED, SEWER GU TTER ' FLOWLI N E CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 1 1 66.65 280-00 85.88 34*06'08" C2 36.00 20.00- 25.21 103'0.8'31 " - C3 29.06 20.00 17.77 83*141371* C4 170.20 320.00 87.17 30'28'30" C5 27.92 20-00 16.78 79*599149$ C6 33.02 20.00 21.68 94*36*26 C7 53.07 280.00 26.62 10*51 *35" C8 30.19 20-00, 18.81.1- 86'28' 42" GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS I TANGENT DELTA C9 66.72 I 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*0010011 C12 113.96 3313.00 56.98 1*58*151* C13 31.66 20.00 20.24 90*41146's C14 257.20 3313-00 128.66 4*26$53" C15 287.18 3353.00 143.681 4*54926" 1 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* 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. FALKIRK PLACE (PHASE 1) ss rolo SD 32 �N,ER 33.029 ti 00 00 WY 'rd` f > 45.32' w 4 x w ML y 5 PROPOSED SrORM-DRAIN A L L S TA 7 70NING IS BA SED ON * CENTERLINE 7 FRL INE DA TA UM ESS 0 THER WSE NOTED. (PRIVATE) 0 to. 4. 0 • to • 0 0 • 0 ... • 0 0 0 • 0 0 • 0 a 6. 9. • 0 0. 0 • e 6. • 0 0 • 9 0 • 0 to. 4.. too 0. 0. • 0 0 • 0 0 0. 0. • 0 • • 0 0 ol • 40 0 -0 .. .... -750 to too 0. 0. to 0 0 0 6 4 0 0 0 *:* " 0 o 0 to o' to o o 0 too 4 0 0 6 0 0 m • r*%. - co co 00 to 1w) CD - co ca N 750 .............. $ LO cm to 00 w m CIO 0 cn M - LO 1* A*N NN LO LO 0 * cz w co cm C) CD LO a N CD too • 0 ............ to ON. N " .. . . . . . 0mo .......... .................... ." 03. 0 10 0 6 co cz (0 ...... to cq n ...... to. 4w"` 00 .......... • to reI N ............ ......... ......... + + + + + + r . . ... . . . . . . . . . . . . . . . + . . . . . . .. . . . . . . . + r• + rte + r cy) ce 0 0:� + r pe) 00 m w m 04 00- u. U-. _j . to 9060*60 0 & 0 * - - - u.: ......... 745 • m cn LA. LJ 11.1. U- w U. U. ......... o ......... m EXIST GROUND uj X uw 0 4 out, o 6 0 o 0 o X .......... AT GU TTER FL (LT) 745 m j 0. Q_ u, ~� U- m X to. 4. to to .... ............... ......... ♦ • rr% EF 0 0 0 too ..... 0 too .................... 0 11 ..... ...... 6 1, 9 0 0 4:0 0 0 40 .. . . . . . . . . . . . . . . . . . . t cc o � 740 : ......... ......... ................. FL (LT) .......... 11 e 0.00. 0. too too 4 0 4. >* 4p o o o o o 0 too 6 0 o U. • 6 6 . . . . . . . . . . . . . . . . . . . . EXIST GROUND .......... ...... • 6 AT GUTTER FL (LT) CIO 0 5 1 to ot ........ .......... o .... too. 6 too to 700 .0.4.00 ... too ......... ........... 735_ 6 36.00 U.3 777 1 1 1 /// iiijj ago --Now i..,.l.....1......• -- ON CURVE f to ...... .......... 0 to ....... ........... to eA.70'11. 4&AShV 0 to • ............. 0 . 4 illimill� 4 • PROPOSED GUTTER ......... .. PROPOSED* GUTTER' Zz A FL (L•T) IDENTICAL: POINTS 6 FL (LT) 0 * . # 730 0 84%0 ....... ....... 730. to • 0ROPOS,0 • CA 70// BASIN -EXIST -GROUND ......... o 4 o . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , , . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . AT GU UER FL (LT) ♦ too o .0 ...... oo****4.0 0 000. .0 0 ....... 40 .00*0 ...... # 6 ... too 9 12+00 13+00 14+00 725 725 .................... ......... ......... o.. ......... .00. 6+00 7+00 8+00 9+00 10+00 11+00 1+00 2+00 3+00 4+00 5+00 GFL CURVE D /STANCES 4>) 2: 0- Ln C) C) uj 00 ull C) E ai E 0- 00 Ln NORTH FLOWL /NE PROF /LE 0 0 to . . . . • too • • • • . . . . too • to 750 00 LO n 6 00 r%.. • CD Ch 00 to n m 4 750 ............... it- v- CO co w 0 Iva- V- co 4 to') 0 0 V-1. CO CO 00 co cm 1%% r%% LO LO * N LO LO co In 00 LO LO LO n ro CD LO cq po 00 .00 to CD LO C> • co co 00 (0 co CO . ... . . . . . . . . ... . . rn. . #:* 0 0 0 to t6 Lo co to N co CD r cq to N N ............ ....... tod. to .... too to. 4 a + r,*!4 + r-�,- Lo L04 c0 r4*4 .. . . . pk.. + 0 LO 0 C' : . . . . * 4 * I % r In C*4 . • N . . . - + rI 0 . + + + r"I 4 0 cy) (3) + 04 0 04 pe) • • . . . . . . . . . + r o LO co 0 00 W. m Q m m m U m w v- im W m j 0 0 LLJ**�- 06 0 %%IIIIIII�t - • 0 LL- 0 0 0 cr. m C.D m U. Ld 0 0 _j 0 j (> _j L m U.- ED U.%.%, W. to 0 0 4 M -.j Ut:. *44 0 0.0*00. 0.0 745 LL. LL- LLJ u- U. %I . * to 040 to to ....... ... to 4 0 m ................... &_j ........ %-j � LL- Ix . . . . . . . . . . . . . . . . LL W U. M m . . . . . . . . . . . . . . . . . . 745 Oc 6 m 0 ': ....... 4 . j 0 m m �. 0 Li CIO Li .. .............. . ............ . • ...,... . . . . . . . . . . .. . 41 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ,. ..... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ro 00 m • • ' 3i -.f 04*0 0 4 So 00. .4.* • Ott .............. 0 04 0 0. too 0 .... :740 . ' 42 . . . . . . . . . . . . . o, . . . . . . . . . . . . 0 0 too. to 0* o'' CURVE 740 - to ...0 to to *6000004 4.0 too 'o, o to 0 . ............ 0 0 6 .... to to 4 too o 0 too o o to o 0 *0 6 0 to .0 00 ........ . ......... -31-.4V ..... ... ....... iG`R*6U`N'D" * 0 o****''*** 0 0 .................... 4 EXIST GROUND PROPOSED GUTTER • • ON CURVE AT GUTTER FL (RT) b. AT GUT FL (RT) 000-0� i FL. (RT) # ....... io_ -.5 1 0 . .4 ....... . 6. # . * ..... . & o 735 0 0 too 0 6 0 0 27-.92' to too ...... ... ........ ............ .... ........ ...... 0 0 -w- ONO to 735 .......... or ......... ON't CURVE .00. too. too PR-00-49--ZO. j0A. 61 4OWS11il 4 PROPOSED GUTTER • .......... . . . . . . . . 6 • PROPOSED GUTTER FL (RT) ox FL (RT) 0 0 0 0 IDENTICAL PQINTS % 0 . 000 . . too ..06 ..04 ... . a..# - 'H' - At 73 • 0 illl?��IIIII!�IOISZ20 CAr0z1 9ASINJr- _*L to ......... 0 too. 0*0 .... too too. 6 to 604.40 too t.4.0000 to 0.040 ... R.R.OP-OS1.0 0476 YASIN ... :0 to o 6 ..................................... 730. 0.52% • R01 20S4 CO CATCH AYA SIN 4.. 0 too ...4 .... *4. 1 .... .4 too 4.4 4 .4 9 6 to 0 4 0 to 0 .... 06.0 .40 0 • EXIST: GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 a 0 6 0 0 AT dot �i f.) o TER 41 . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . .............................. 725 ....... . ................................ ........................ ......... ............................................... ....... 12+00 13+00 14+00 725 * f 4+00 .... 5+00 6+00- 7+00 8+00 9+00 10+00 11+00 1+00 400 3+00 SOUTH FLOWL /NE PROFILE O oMi ON) v y V mro ;Q) U ,� A- V) 33.029 W:t -- 7.75' 05/30/09 45.32' nA \Z/ 31.42' /020N 31.42' SHEET 30.19' (5) 7.75' 31.42 3l..42-1 31.66$ 31.669 7.72' 4>) 2: 0- Ln C) C) uj 00 ull C) E ai E 0- 00 Ln NORTH FLOWL /NE PROF /LE 0 0 to . . . . • too • • • • . . . . too • to 750 00 LO n 6 00 r%.. • CD Ch 00 to n m 4 750 ............... it- v- CO co w 0 Iva- V- co 4 to') 0 0 V-1. CO CO 00 co cm 1%% r%% LO LO * N LO LO co In 00 LO LO LO n ro CD LO cq po 00 .00 to CD LO C> • co co 00 (0 co CO . ... . . . . . . . . ... . . rn. . #:* 0 0 0 to t6 Lo co to N co CD r cq to N N ............ ....... tod. to .... too to. 4 a + r,*!4 + r-�,- Lo L04 c0 r4*4 .. . . . pk.. + 0 LO 0 C' : . . . . * 4 * I % r In C*4 . • N . . . - + rI 0 . + + + r"I 4 0 cy) (3) + 04 0 04 pe) • • . . . . . . . . . + r o LO co 0 00 W. m Q m m m U m w v- im W m j 0 0 LLJ**�- 06 0 %%IIIIIII�t - • 0 LL- 0 0 0 cr. m C.D m U. Ld 0 0 _j 0 j (> _j L m U.- ED U.%.%, W. to 0 0 4 M -.j Ut:. *44 0 0.0*00. 0.0 745 LL. LL- LLJ u- U. %I . * to 040 to to ....... ... to 4 0 m ................... &_j ........ %-j � LL- Ix . . . . . . . . . . . . . . . . LL W U. M m . . . . . . . . . . . . . . . . . . 745 Oc 6 m 0 ': ....... 4 . j 0 m m �. 0 Li CIO Li .. .............. . ............ . • ...,... . . . . . . . . . . .. . 41 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ,. ..... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ro 00 m • • ' 3i -.f 04*0 0 4 So 00. .4.* • Ott .............. 0 04 0 0. too 0 .... :740 . ' 42 . . . . . . . . . . . . . o, . . . . . . . . . . . . 0 0 too. to 0* o'' CURVE 740 - to ...0 to to *6000004 4.0 too 'o, o to 0 . ............ 0 0 6 .... to to 4 too o 0 too o o to o 0 *0 6 0 to .0 00 ........ . ......... -31-.4V ..... ... ....... iG`R*6U`N'D" * 0 o****''*** 0 0 .................... 4 EXIST GROUND PROPOSED GUTTER • • ON CURVE AT GUTTER FL (RT) b. AT GUT FL (RT) 000-0� i FL. (RT) # ....... io_ -.5 1 0 . .4 ....... . 6. # . * ..... . & o 735 0 0 too 0 6 0 0 27-.92' to too ...... ... ........ ............ .... ........ ...... 0 0 -w- ONO to 735 .......... or ......... ON't CURVE .00. too. too PR-00-49--ZO. j0A. 61 4OWS11il 4 PROPOSED GUTTER • .......... . . . . . . . . 6 • PROPOSED GUTTER FL (RT) ox FL (RT) 0 0 0 0 IDENTICAL PQINTS % 0 . 000 . . too ..06 ..04 ... . a..# - 'H' - At 73 • 0 illl?��IIIII!�IOISZ20 CAr0z1 9ASINJr- _*L to ......... 0 too. 0*0 .... too too. 6 to 604.40 too t.4.0000 to 0.040 ... R.R.OP-OS1.0 0476 YASIN ... :0 to o 6 ..................................... 730. 0.52% • R01 20S4 CO CATCH AYA SIN 4.. 0 too ...4 .... *4. 1 .... .4 too 4.4 4 .4 9 6 to 0 4 0 to 0 .... 06.0 .40 0 • EXIST: GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 a 0 6 0 0 AT dot �i f.) o TER 41 . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . .............................. 725 ....... . ................................ ........................ ......... ............................................... ....... 12+00 13+00 14+00 725 * f 4+00 .... 5+00 6+00- 7+00 8+00 9+00 10+00 11+00 1+00 400 3+00 SOUTH FLOWL /NE PROFILE O oMi ON) v y V mro ;Q) U ,� A- V) My ab � Q Nv Z �a Q QZQV ��Qv '�Z hW e Q y DO JOB No.. - to W:t 0 05/30/09 Cc*) iv CHECKEOBY MAV SHEET �3 OF 23 SHEET 4 ' U at Z zz; 0 H My ab � Q Nv Z �a Q QZQV ��Qv '�Z hW e Q y DO JOB No.. - 04.158 DWONO.: 04-14586T-PIV GATE: - 05/30/09 j01MWNBY- iv CHECKEOBY MAV SHEET �3 OF 23 SHEET CL dr C) to C) ce) Dio r 0 CL t; Ln lotool I wool C, lossoN E 1111 Ila 3i solooM p E 0- 0-110 00 Ln CL CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB do GUTTER PER C, 0,8 SiO. 0 S -1 * WDE STANDARD TYPE SIDEWALK PER STD. DWG S-3 (NLESS OTHERWSE A107ED) O2 CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. R-SPA-88A O3 CONS 7RUC To TYPE. 14 " CATCH BA SIN PER C.O.B. S 7D. DWG. S 12 O CONS 77?UC T SUR VE Y. MONUMENT ENCA SEMEN T PER C.- 0. B. STD. DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWSE NOTED) PER C.O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY 8 #is PROPOSED SEWER fso PROPOSED STORM-DRAIN GUTTER FLOWLINE CURVE TABLE CURVE LENGTH I RADIUS I TANGENT DELTA ci 152.64 42.00 167.05 208013,30" C2 27.46 42.00 14.24 37*27'45" C3 16.51 42.00 8.42 22, 03948" C4 24.36 35.00 12.70 39'52' 43" C5 30.79 35.00 16.47 50*2428" C6 217.62 320.00 113.21 3857' 52" C7 86.03 280.00 43.37 17*36t3311 C8 37.11 280-00 18.58 '7'35' 40" C9 57.79 280-00 29-00 11.49'31" c10 31.42 20100 20-00 90*00'00" C11 27.13 35.00 14.29 44'29' 55" C12 197.06 42.00 42.86 268*49'50" C13 31.66 20.00 20.24, 90*41' GFL CURIE DISTANCES 27.46' 20.40' 3 24.36' 31.42' 31.42' 30.79' 26.93 31*42 FL 0+83.10 P1 X•GUTTER 0±00.00 CENTER CUL-DE -§AC FL 0+26.89 POC E-- FL 0+30.58 POC W C:) C cr) 0 M M Li a- LO CD cn W+ + HORIZONTAL: 1"- 50 - . m + "-= VERTICAL: 1 " 5' U. U- U. _j TOSCANA N� 0) DRIVE aWL0 ±N (SEE SHT. 3j mdo• + 14 + >: C-4 .j cn v 1 00 12 + -c 0 pol 2 13 0p M --I_r*4 c-.4 >: 15 cn U_ 22 __j __j U- 23 CO c_ _)Ju_ 24 2 C> 25 N C 8 SS - - J- y I lb -- - 26 ��, • \..."o"" C9 Q� N1 V_ Voss. a two 2 Z "MONO co +0 0i + LO >: >: roosso LO oj 178 U- u_ U- MN c U. )j u-1 6 cV) n CO d- 177 00 20 19 18 17 179 TOSCANA 11 W j La DRIVE 0. (SEE SHT. 3) (n z cn o a M (n 176 0 00 Cif 0 w LO Lo ca 0 r4e) C� N 0 00 voloo LO volso N 0 M co M + CN 0 4 w W 0 * + + + +C.D v- I.. rftl" LL. mdos 001 .4- U-)l Colo Lo z >< w 10 _j w +w -JIM 00 _J10 _j J ..j M M Li. CL (0 10 U- 0 LA_ M 0 0 u_ LL-10. X + LL 0) 0) LO 0 00 + + 0 rJ L1.0♦ 0- (PRIVATE) i ;*4 , CL1 +00.00 SANI o CL 12.00.04 TO 745 ............. 745 • ♦ • • 6,6 .... 00 to 00 co 00 a CD .4-root co co r1ft%► co co • CO D L vow", v"o""o a to 00 *9 9 1k a .00 rn 0 • 01 1 o r 0 0 * . 0 * . . . . . . . . . . . . . . . . ton cn W) • . . . . . . . . . . 4koos, 0 C> 4M IN 00 N M d' M + r-% + r%% + + + -N V) + r LO QD r%oo + r11%_ to to v"""' 10 M 01-1 . . 0 U4 740 .......... Ow .... C.4 ..Uj L-� 00 . • 740 LL w # 0 M 0 m a. • 5 * 0..*. to 27.13f 735 ............... . 735 ON' CURVE • /r-r- EXIST GROOo ND .......... to ... too 4 ....... of 4 0 to too ... to 0 56.77 A loolmosto T 00 1"rER: rL (LT) too ON CURVE .............. ♦ 6 - I oo 0.30% ommob 0,32 MY* • q -0-297o .0,29% 730 -0-29% . . * 0 U-4--boo-o"1110 *464 0*0 **.00000 0. 511% 2.2010 730 • PROPOSED 0 PROPOSED GUTTER • FL • FL (LT) ....... .......... ... to ........ . ....... ... so.* 44. o s 6 0 4 4 o .......................... 725 •........................................ ........ ............... ............................................................. 7+00 725 4+00 5+00 6+00 1+00 2+00 3+00 IDENTICAL POINT IDENTICAL POINT EAST FL o WLINL PRDt1Lt 745 .so.. 0 • 745 ...... ................................. .... o 0 0 0 0. co 00 0 0 00 to 00 4 • rt... 00 14- LO co P.- r*.-. - LO co LO .44- -*. .44- v0000 -00 LO 00 w 00 Los co to 16 * -0 0., . . . : . . . . . . . anpo 0 • r*ft CD 0 ow * • • o - - 0 - , * a 0 * : . . . . . . . . rft-u cr * 6 0 4 * * 0 11 co . . . . . . . . . co T.410 . . . . . . . t 0 0 CD 00 N n m 0 : 0 LO n in to co te) N to + + to to • Lon + + + + + LO + + cq r no n * VO- M M ......... ......... .-CAR- ..... 66 0. 740 • c p. Qw ....... 8. H, 9, ................ UJ 64 W . . . . . . . . . i:e ow . . . . . . . . . . . 00 . . . 740- Loss M �..• to ........ 735. too §1..14 ..o. .0 & 0 ... of ...... CURVE 7'35 ........ .... .98 3 ra' ON CURVE ON ON CURVE ON. • CURVE _140- EXI ST GR OUN D ........... 00.0* so. to ......... ......... AT. GUTTER :F'L'FtT'....... -0.30% o o6 1144... • • - • O/% 0.32% s m . . 730 • 0.29% o 0 too *0.9 0299 ... 0 ..00.i- 730 0 0 ... lot .. . ....... t PROPOSED GUTTER • EXIST GROUND FL (RT) FL T) . . . . . . . • AT GUTTER FL.(RT)- ......... ....... 00. so.*# ..... 60.4.0 ...... ......................... . . . . . . . 725 725 - 2 . +00 0 0* 3+00 4+00 5+00 6+00 7+00 0+00 1+00 WES T fL DW L/� E FR D FIL E PLACE= DRIVE NI W G TOSCANA DRIVE (SM Sffo 3) Ln V) Now ,,1 Jim _A� 44 iii m I., TOSCANA DRIVE (SEE SHT. 3) ..�� ER ,00illllllllllllllllililill ,00illllllllllllllllililill e� �' co CO 'r- -1 1-1 co co Ljo. co 0 d Z C� V HORIZONTAL: �" » _ A 50# + + VERTICAL: 1000mms 5' U. Loss 1 2 3 4m I'llso. t6 >-: CN to + 5 P,> Us. oofo3�: u-c4i u-c-.0 1 4% CD 00000� ss off - 3 %j 171 v C4 Cl N, V at r-- al >_ ro-so + voo- cl,,4 OR ._j �!! >_ ui a LO + 6 10 9 8 7 +T ��G�NEER � bti 00 d0 M I WX dM- j� > VON- 0 man* w ci 14. a�y� C) * a O�d��s W A!� 04-158 DMGNO.: X- f58ST-PH2 GATE. (PRIVATE) D)VWNBK' iv 750 . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . cn .14- LO • Lo N f%.-. oolso • nt LO no 0 too + + + + 745 cqV_ L: m j 0 _j j _j 0 %%* . . . . . . . . . . uw P_. a . . . . . . . . . . . . L-k- iclat ... 0 o*o*.o*o#o .... M.0 ............ 740 W 11 0 • _j LL_ LAJ M * ro�__ • ................... 31.66 ON CURVE 4. 27,13 D -- ON. CURVE. ....... "doo 735 to so* 0 0 30% 1111. so. b430%- *0,29% !~ t� M C:) 735 + + + +0 • 6 AT GUTTER FL: (LT) • ♦ f • • • • • 0 730 • . 0 .6* .. . so • ......... ...... .•1+00 725 _j u_1w Jjo Lots Jlw M U- stool a. 5 w o U- 0 ��G�NEER � bti 00 d0 M I WX dM- j� > VON- 0 man* w ci 14. a�y� C) * a O�d��s W A!� WEA T FLOWL /NE PROFILE o W � Q N CZ, 1.15 W. O • • • • • JOB No.. 04-158 DMGNO.: X- f58ST-PH2 GATE. (PRIVATE) D)VWNBK' iv 750 . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . 745 .14- LO • Lo N f%.-. oolso • nt LO no 0 too + + + + 745 cqV_ L: m j 0 _j j _j 0 %%* . . . . . . . . . . uw P_. a . . . . . . . . . . . . L-k- iclat ... 0 o*o*.o*o#o .... M.0 ............ 740 W 11 0 • _j LL_ LAJ M * • ................... 31.66 ON CURVE 4. 27,13 .......... PROPOSED GUTTER FLOWLINE (LT)... 740 ON. CURVE. ....... 735 to so* 0 0 30% 1111. so. b430%- *0,29% ......... 735 • ........ .................... EAslt o GI�OUN�}: 0 , 0 • 4 4 lowalso" 730 • 6 AT GUTTER FL: (LT) • ♦ f • • • • • 0 730 • . 0 .6* .. . so • ......... ...... .•1+00 725 2+00 3+00 4+00 EAST f L OWLlNE PROFILE IDENTICAL POINT 750 ............ ..................... ............................... ... .... 745 • co LO co N r%_ roos LO • 1qd_ C) co r11 4 P-4 to PIZ 0.404.4* to ..... *.too# no,* + + + - 745 M: # M J W j 0 ......... ............ 4..1bo .... 0. ...J ... 4�� CLO -0 ... 64 0. #40* .... 740 U- . . U_ W m �, ` ' :so. . . ... ... to ......... 0.40 .... ** 31.66 * ON CURVE' 27.13': 740 1A ON.CURVE ................. 40: ....... 4111 ............ 735 ... ... ........... 00 ... :0.30%.10-2.9-Yaoi. "O PROPOSED GUTTER** 735 to 0 ... .......... ............. b4�f *d�WND* FL (RT) ... 730 AT GUTTER FL. (RT) s 730 • . . . . . . . to 0 1 0 +0 . 0 0. 0 0 6 2+0 . 0 3+00. o 4 0 4 4 0 4+00 725 WEA T FLOWL /NE PROFILE o W � Q N CZ, 1.15 W. O • • • • • JOB No.. 04-158 DMGNO.: X- f58ST-PH2 GATE. 05/30/06 D)VWNBK' iv C/ 10KED B r. • MAI/ SHEET �f OF 29 SHEETS x 0. Ln Ln ko C) C) N C-� 3: 0- ce. Fn Oo U) CL E sir E Ln 0- ,-*,0 .00 Ln Nr 5� CL C) C) 0 M. 0� t; 00 Ln C) CL a, E 00oll 4-1 E ul CL 00 Ln a CONSTRUCLON &0. 1 CONSTRUCT 4" TYPE "C" ROLL TOP CURB & GU77ER PER C.O.B. STD. DWG. S-1 (UNLE5,5 07HERWSE NOTED) CONSTRUCT- MHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA88A CONSTRUCT 40 WDE CONCRETE CROSS GUTTER PER DETAILS' ON SHEET 2* 0 CONS 7RUC T SUR VE Y MONUMENT ENCA SEMEN T PER C. 0. B. S 7D. DWG. S -29 -<Z> INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG, S-31 • INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WA Y --- - --8 »s PROPOSED SEWER e*SD PROPOSED STORM-DRAIN GUTTER FLOWLINE CURVE TABLE CURVE LENGTH . I RADIUS 11 ITANGENTI 05130106 DELTA Cl 16.43 11.00 10.18 85*34104 C2 4.73 11-00 2.40 24"37'12" C3 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*130509* C6 58.05 3486.00 29.02 0*57`1519 C7 4.72 11-00 2.40 24*3457" C8 36.62 3486.00 JL 8.31 0*36'07" C9 10.36 3486.00 5.18 0`1O'13" C10 111.87 3486.00 55.94 1*50*20" C11 214.20 3461-00 107.14 3032246's C12 5.88 5.00 .3.33 6720'01 C13 16.43 11.00 11.84 85'40'09" L C14 8.571 5.-00 5.771 98*11'03" 00 0 arjul M15 0001- �y %1 00 �VQ/� HORIZONTAL: 1"_ 500 VERTICAL.- 1"= 5' This Sys 45 co W /GAN PLACE (PRIVATE) 755 .............................................................. 755 V a vl- 00 0 LO r%-. N ca MILO 0 N n"10 00 in LO It, N cm Co. co cd 0 46 0 0 * d6 0 0 *4 • 6 ot"o We. • .V •00 X" on oa r%.., oo ca rt P-4. *00 r--. vi oo cq in 4mp + r---- + + r--- + + cn w w w w to u:_ U.. uj... u ............ U.- m jil ...... 4 o 750 750 d to m 0 LL_ •1 1 0 Z X X ......... m 745 ... ... o 745 74.33' ON CURVE 9.20' ON CURVE: to o.. to EXIST GROUND • AT GUTTER FL (LT) 2 740 ......... ............. .... 740 • • -�-0-88 • % -0-887o .""%0.88*746 PROPOSED GUTTER PROPOSED -0..25% 735 FL ............ 735 .............................. ............................... ......... .......... ....... 730 730 1+00 2+00 3+00 N OR THEA ST F PROF /LE 755 ............................ 0.. 4. too 0. • • • • to to. • 755 • to lo- 0000 • co LO 4w LO 00 00 t*-. n to LO r---- m + + to to to PO + ........ ...... ... 750 750 ......... j A. 4 -10 0 U. Lj_ M LLJ . . . • • • . • • • • . • • m 745 745 EXIST- GROUND ..................... ............... AT GUAR -FL (LT) • 3 "'--waft ...... 740 * .................... 740 1070 oo..* ..... . . . . . . ... . . . . . . . . . . 07. PROPOSED GUTTER 735 ......... .0 to ..... FL.(LT.) to • to • • • . . . . . . . 735 730 ..................... 730 1+00 2+00 3+00 SOUTHWEST FLOWLINE PROFILE GFL CURIE DISTANCES 0 15.43' 103) 4.73' 13.37' 18.09' 5 36.62 6 10.62' 4.72' 8 5.88' 34 35 0190� + in. OZ 0 I L U. mLl po Irom FALKIRK uj PLACE V) (PHASE 1) CL EVORA LANE ss - 755 ........................................................................ PRIVATE i 05130106 755 ............................ $o-.. 9 ....... .... 755 -SHEETS a• off 00 00 w 0 re) 00 r-%� r., 00 M 00 r**. LO LO *m 00 CN CO wd- 00 Q0 0 po (0 . ; ....... d6 M N •� N. 00 . . . . . . . . . . + + co to + + 750 ........ ...... U ce m -U-- 17-- U- L" . . . . %,.< * * , to . . • . . Lj- m L4 w . .. . • . . . . . . . . . . 750 745 j 00 AT . GQ T•ER. F" (.LT) 234.92 6. 0.0 ... • ..... to 745 m 0 M 0 8 • X to to X 740 Q_ 745 ......... 740 745 4.00% . . . . . . . . . . . . . . ... . . • 4 . . . • . 06 • 0000 • • • 1 • • • • . . . . -PROPOSED. GUTTER oo*.** .... o0o 400 o FL (LT) 0 o o 740 ......... ............ 730 to • • ♦ ....... o.. ............ 740 .... 730 1+00 4 3+00 4+00 - 64.00% ... ....... ....................... ........ ............................... 735 735 ........................................ ............................... 730 ........... o.o ... o ..... 4 ..................... *4 ...... to ..... 730 1+00 2+00 3+00 4+00 NOR TH FL 0 WL /NE PROF /LE 755 ........................................................................ Q i 05130106 LQ 755 CHECKEDBY.•M!N ......................... -SHEETS U4 750 to 0. .................. o lox. x: .... 750 CA U. M W* W m EXIST GROUND 745 • 00 AT . GQ T•ER. F" (.LT) 234.92 6. 0.0 ... • ..... to 745 ON CURVE 8 • to too 0 740 740 4.00% •10 .................... g1% .... ........•.............•........ 735 -PROPOSED. GUTTER oo*.** .... 735 FL (LT) 0 o o o o 6 730 to • • ♦ • • • • • • • • • • • • • • • • ... .... 730 1+00 2+00 3+00 4+00 SOU TH FL COWL /N ,. PROFILE HORIZONTAL.- 1"= 50' VERTICAL, llf� 51 R '� b/ti O O t� I !� W Y dM" �I > V "► U� X � O o'��a w ��' 00 00 0EER A 0" 01) A Q� 00 �i Z Q NQ Z Q~QV ��Qv �000 .��cy �W Vh ✓OBNa.: �` Q i 05130106 LQ ✓t/ CHECKEDBY.•M!N SHEET G+ (l OF 23 -SHEETS U4 1,4 ,4 Z CA (zs Iz- �i Z Q NQ Z Q~QV ��Qv �000 .��cy �W Vh ✓OBNa.: 04-158 DWGNO.: 04- f58S T-PH2 DATE' 05130106 DRAWNBY: ✓t/ CHECKEDBY.•M!N SHEET G+ (l OF 23 -SHEETS Q. Ln L r%j uj 00 U) E E Ln U) cv CL 0-01 00 Ln d. CD a r*4 8r cn Ln ft. LLJ cn Cl- 00 Ln CD Ln 00 Ln v-4 I 0 0 8"S #$#SD 0. V" Ln kD C) ;10 C) M. 0- t; 00. Ln C) ■(A E 4-J E 0- I.-001 Ln ToSof CONSTRUCT /ON NOTES . CONS TRUC T 6,*** CURB & GU T7ZR PER C.O.B. S 7D. DWG. S -> W15" WDE STANDARD TYPE SIDEWALK PER S7D DWG S-3 (UNLESS OTHERWISE NOTED) CONS 7RUC T WHEEL CHA IR RAMP PER CAL TRANS STD DWG. RSPA 88A CONS 7RUC T TYPE H4 "'CATCH BA SIN PER C.O.B. S 7D. DWG. S -12 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. ST9, DWG, S-29 INS TA L L 9500 LUMEN STREET L IGH T (UNLESS 0 THER WISE NOTED PER C.O.B. S 7 D. DWG. S -31 INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY PROPOSED SEWER LO W L01w PROPOSED STORM-DRAIN co g, mac, �y ,` 8.. sc% TpsC 1/ �� GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci .29.59 20-00 18.25 84'46' 14" C2 111.47 320.00• 56.30 19*57p301t C3 28.601 20.00 17.37 81-056*21 to C4 29.59 20.00 18.25 84*46$141$ C5 95.41 320.00 48.06 17*0510211 C6 31.42 . 20-00 20.00 90*00t00v* C7 210.20 320.00 109.05 37*38P07s) C8 28.43 20.00 17.22 8127'05" C9 439.82 280.00 280.00 904*00'00't 01 03 1 280.101 280.001 153.03 57*185 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. 7 J". ov No.42038 Exp. 03/31/16 14 IV% F VERTICAL: 1 "_ 5' WOP17r)MTAI ♦ I"-- Rrip 0 So R IN � b/ti 1 10 o .V 0 do w� �rl > U6- 0 Lift x oy�,��,W A� J�0I G�1)< ��P�oyQ� 000, Cy. 3: ...j I.-i , j1_j _j _j 0 0 () g C.) 0 00 . z V) z WO x N =)Z Coco m :5 0 • x LO 0 V) uj =1: + + ....... to. 755 ................ 745 ............................. 10, 00 +++ • (PRIVATE) .. ...... ..................... bSI do* *0 t$ ... , 400 0 4 4 4 `6 di 0 0 40 cry Cb *6 f< Soto.** . . ............. St 450 04 0 64, c6 cIII4 r,;l 00 . . . . . . . . . . . .. . . . . . . . . . . 0 0 0 14 00 IN o IN -Aldd ...01 # 0 . a . * (j) * , , 6 , * * * , * * * (b v* (0 r%%SS co 40 co co CID 11m co r4k. • • 'wit Cq,4 .44- V4- M L0 LO 606' 0) voo- LO K) 40 • • te) 0) vow Ile) # 0 0 CO LO q4- 1w) W cn 4m (0 0) W) M LO 0) cx� LO. CID QD LO Co 0) W) r*-. in N, 0 IN co v 1,2 144- LO re) QD N n n 00 n St :4� 1� ..... q* cq r**- cq `%SS + 750 • N 10) IN + PI + + PI ..................... 1%% r*4 .......... voo"' r oo • r1% . . . . . . . . . . . . • • • • • • • L+0 0.0 00 w VISION* m 0 m w V. m 4r- m 1, LLJ • • . . . . . . . . . . . . . L • + • LO m V__ m 740: N M. m w m m w • 0 0- 0 0 0 z w m _j C _j 0. _j 0 W • 0 • j 0 .:j 0 W W m j _j m j j _j • 0 -jo u _j CD LL_ u- m u- U. m U. G2 w U- m US.. -.1 u_ U. IX LL. cr_ cj 0 x : Q ............................................. ... So 000 .......................................... 11 w 0 0. . . ..*to a loo So • s..j CAI ♦ • • • ♦ . . . . . . . . . . . . . . . . . . . . . . . . . LLJ m LLJ m LLJ m C13 U. uj -S000"I • • .1 .. 210,209 735 . . . . . . . . . . . . . . . . 745 ON CURVE 6 9.6.41 3 0N. CURVE 4 o • 4 • • • • • o o4o o • • • • • ♦ • • o o.. 1, o. ow I • • • 6 So 111111111111110000000�_ • /21*N PROPOSED GUTTER k1ju o 0-0*11 o • 111. 47'- ....... F L (LT.) ...... ......... . 1 1 1 1 • . . . . 740 • .......... -PROPOSED GUTTER* 730 ON *CURV.5 ... n2 w 46 FL (LT) IDt:NTICAL 0.51% 0 IIIIIII • -Now 387 01 . . . ... . ... . . . . . ... . . . . . . . . ... . . . . . . . . . 1;0� 6 o 6 6 4 6 46 a 6 f 6 6 P. OINTS.. 40 f o o a 6 0000" EXIST GROUND rAST 'OKOUND w AT GUTTER:FL (LT) 1,38 0 It # AT GUTTER FL *(LT) • Soor • IORO)POSjC40 CA 7C11 Z?ASIN* ...... 4.4 o. 4 9 4 ...... o.4 .735 2 • So o ................... ......... o..# .51 ....... o o 725: ......... ...... •o ......... ........ .5 71 b 40 oo**: ......... .......... • ....... #to** oo .... 730 6.6o.. 720 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 GFL CURVE ;f;fc t.> r L U WL Vr. /6-0/T Llr IL C 745 DISTANCES . . . . . . . . ... 4 0 0 0 4 . . . . ... . 0 . . 6 . 0 . . 0 . 4 . . 6 0 o.. 0 . . 755 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . • . . . . , . . . . . . , . . . . . . - L010 0 (0 IN 6 IN Oco 0 to 0 co 10 0 OWN • LO LO 29.59' • r*%_ 00 LO 4m C4 - IN LO 0 v- voo- co rn 0 > N 0 000 0 0 6 0 o 4 6 v- 00 PO 00 in Xo ro, 0 .1 0 1 1 6 1 0 0 1 0 6 1 4 ISO wMw� . . . . . . . . . . . . . . . . . . . . . . . . N n N N rn to to N Q0 IN CON awo N U2 • �-6. 6. SSI + r--- + r.--- + + 0 N + +r +t W + + 0) + + ro m im w 0.0: 1-- m 0 Z N. 29.591 _j.a . . #got • 4 .... # ...... ........ ... #*Soto 0 .............. 750 740. ........ U.% . . . . . . . . . . . . . . . . . . . . . . . ... . . . =j j 0>. .1 >. . . . . . . . . . . . . . . . . . . aj . . . . . . . . . . U. Lot cn m m R 31.42 m......... ......... ..... Soto ......... ......... g' . ............... #�i . 43.9.82 42 0 4 ON -CURVE 31.42' 735 ...... 745 • . . . . . . 4 1b . . . . . . . *3' 1 4* 2' U. 5 .51.42 • 31.42 ON CURVE ON CURVE EXIST GROUND • • won wa PROPOSED GUTTER AT GUTTER'FL ART) 0000. ....... ...................... ...... .. I ................................. wwo n1l 31.42 ART) w000000 0I F.L. . ....... ...... 740 730 .. . . . . . . . . . . . . . . . . . . 0 wo 46*6.0. : - - : '. PROPOSED GUTTER • • IDENTICAL • 7% FL (RT) 50' VC A 03 POINTS CAC11 9 4 %S91N. ...... 0.0000 #. 4. 0 ... 0. 0.0 111111110 . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . illillillpil��� I . . . . . . v II: 1.4276 AT SUTTER FL (IRT) 725. . . . . . . . . . . . . . . . . . . 4 . . . . . *to . . 4 . . 0 . .0 . . . . . . . .. . 735 . . . . . . . . . . 0 . . . . . . . . . .. . . . . . .. ... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . + . . . . . . . . • • • • . . . . . . . . . . ....... �6#4: ...... b 730 . 0 + + 720: - PROPOSEP C-A TO// 9�F*00 1040000 4 0 0 0 6 1 *1*+00* 4 0 6 0 0 *12+00' 4 13" *00' 0 '14* o'00' * 0.' '2�m#000 #P1f*S*)Ar' 3v:�00 • Av�00' 451�000* 6 *614m*00' 0 *7;�000* 0 9 6 *84=00* 0 0 4 R 2*64.04 Plf HEY 41010 722.85 SWISS A A - -2.21 EAST FLOWLINE PROFILE ti K = 22.62 00 (0 �� � N W a v y � mo Q o� N � NQ Z W� O Q2QV ��Qv Ow �W v� m �y 10B No.. O� DWO NO.. 04- fA84 9 T-ID H2 DATE p,S/,�p/06 D1UWNB*y,- ✓v CHEME 0 B r. 4, �''� O t�`1 4 N Q1 ti ,4K O is W O. oe N W O �� '1. W Q NQ Z W� O Q2QV ��Qv Ow �W v� m �y 10B No.. 04- IM DWO NO.. 04- fA84 9 T-ID H2 DATE p,S/,�p/06 D1UWNB*y,- ✓v CHEME 0 B r. 4, IWKV SHEET OF 29 SHEETS � �� CL t; Lin CL Lin CONS LR..UC [W.N F."S .J. NQ M D � �� :�URB�� GU �TER PE�������� S ��� D ��� S�'I W15' WIDE STANDARD TYPE SIDEWALK PER S7D DWG S-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CA L STD. DWG, RSPA88A CONS7RUCT SURVEY MONUMENT ENCASEMENT PER C. 0.8. Sh9. DWG. S—`29 INSTALL 9500 LOMEN S7REFT LIGHT. OTHERWISE N07FD) PER'C.0,B,, S7V. DWG. S—JI -{- INSTALL STREET NAME SIGN ~~~~ RIGHT—OF—WAY ----8"�--_- PROPOSED SEWER �� ��|�� m��� r--. f'SD— PROPO,5ED STORM—DRAIIV r*-- &^ I »��� �� �� ��x�^v VE DISTANCES RADIUS 28.43, DELTA 29.68. 29.68 5.74. [4] 5.03' C2 6.30' 320.00 6.35. 36*51$54's 6.351 101 6.35' 3.11 6.35` - ��" �, 760 h� tor rr, 18*11'42 ft 31.42" @ 31.42' 20.00 755 750 74U5 7~35 755 750 745 J� rill V>,00 v GUTTER FLOWLINE CURVE TABLE CURVE LENGTH I RADIUS I TANGENT DELTA ci 29.68 20.00 18.34 85*01 *45 C2 205.89 320.00 106.65 36*51$54's C3 6.16 20-00 3.11 17*39'40 It C4 6.35 20.00 3.20 18*11'42 ft C5 31.42 20.00 20.00 90*00*00" E:C6 1 439.8k 280.00 280.Op 90*000 ( -N- � \ \ �N HORIZONTAL: 1"— 50' r F.1 e cord Eiv, 03/31/16 NN�W�� iN, in � IT101 , U ^� L |--- 0 LLjg mj > LLJ ...'...................................................................................................................................................................'...................'............................-.....,.................................,.............. 0 ER CL 765 (PRIVATE) ...... si: 90 03 ... to *.to . . . . . . . . . . . . . * w r t 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Pi - ,*;> 'W14 .8 -9� NR. U.1 * 0 .4- r*-: 0 In co .11401 Jill r-- Z� on 18. 93 o fo* .8 Qo L P ..... Cb C6 + + + + + + r--- + + 1--, + + t + r,- + r%-. + r rl.% 6 P + + + r--- + r-1 0 + r!l +0 + . . .... .. .....� ���� . ~~�� ...... o 0 w UJ LLJ m ._j M m - LU j m -j -j r. * cl. a- AT GUTTER- FL (LT) 0. a- a- a- ...... ����` . " ~�~� .. . .......... .. .. . . . . .00 lolllllmll0000m� UO ro AT GU TTER FL (LT) toll app- sill (D PROPOSED `GUTTER Now ad ' ���w�' . . . . . . . . . . . . . . . . now No (.. .� . . . . � . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 750 . . . . , . . . . . . . . . � u°~"o -- ' Jim, iiiiiiiiiijil . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 'cDENxIb-A- POINTS Aw . . . . . . . . . . . . . . . . . . . . . . . -�- � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . � . . . ^ . . . `������ . . . . � . . . . . . . ' . � . . . . . ` . `�^�°��_ . . . . . � . . . . . . . . . � . . . . . . . . . � . . . . . . . . . � . . . . . . . . . � . . . ' . . . . . � . . . . . . . . . � . . ` ' ` . . . . � . . . . . . , . . � . . . . . to . . 9 . . . . to . . to . . . . . . . . . � ' . . . . . . . . � . . ' . . . ' . .� � . ' . . . . . ` . � . . . . ' . . . . � . . . . .� . . . . . . . . . . . . . . . 745 �� . FL (LT) 3,51% ......^..............'............'............................................................................................-....'...................................................................................,...................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . ........................'.....'.........'............................. ........................................ ... ............................,..'.............................................................................................................................. 740 15+00 16+00 17+«0 18+00 19+00 21+00 u2+00 2^+00 24+«0 25+00 26+00 27 +00 u8 00 FI.OW�INE NORTH PROFILE to . . . . . . . . — . . . . . . . . — . . ^ . . . . . — . . . . . . . . -. . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . ... . . . . .. . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 765 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . , ...... . . . . . . . . . . . . . . to � 760 . . . . . . to . . . . . . . . ... . . . . . . — . . . . — . . . . . . . . . . . . EXIST GROUND . . . . . . ..� � ..... UM .... EXIST . " =.= . . . . . . _. . . ' ' ' ' ' ' ' ' — ' ' ' ' ' — 439.82' . ...* ...... . . . . . 0 . . . . . ^ . . . . . . . . . . . . ^ . to . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . 750 ' ��*l�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Jill !QEN?I�CAL � ' ' ' ' ' ' ' ' .. . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' � ' ' ' ` ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ... ' ' ' ' ' ' ' � ' ' ' ' ' ' ' ' ' � ' . . . . . . . . � . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' — . . . . . . . . to . . . . . . . `==~�,� . ` . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 745 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `. . . . .. . . . . . . . . — . . . . . . . . — . . . . . . . ^ — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to . . . . . . . . — . . . . . . . . — . . . . . . . ^ — .` . . . . . . — . . . . . . . . ,. ` . . . . . . . — . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740 15+00 16+00 17+00 18+00 19+00 20+00 21+00. 22+00 23+00 24+00 26+00 27+100 28+00 25+00 . FL ^r�&�� PR �� SOUTH ����u������ K��-��.�' Lc 60 ol N I ~ -~ JOB Na, 04-158 DWO NO.. 04- 1588 7 l62 DA TF - DR4WNBr.- 04 cq SHEET OF 2S SHEETS 146 147 148 149 ( -N- � \ \ �N HORIZONTAL: 1"— 50' r F.1 e cord Eiv, 03/31/16 NN�W�� iN, in � IT101 , U ^� L |--- 0 LLjg mj > LLJ ...'...................................................................................................................................................................'...................'............................-.....,.................................,.............. 0 ER CL 765 (PRIVATE) ...... si: 90 03 ... to *.to . . . . . . . . . . . . . * w r t 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Pi - ,*;> 'W14 .8 -9� NR. U.1 * 0 .4- r*-: 0 In co .11401 Jill r-- Z� on 18. 93 o fo* .8 Qo L P ..... Cb C6 + + + + + + r--- + + 1--, + + t + r,- + r%-. + r rl.% 6 P + + + r--- + r-1 0 + r!l +0 + . . .... .. .....� ���� . ~~�� ...... o 0 w UJ LLJ m ._j M m - LU j m -j -j r. * cl. a- AT GUTTER- FL (LT) 0. a- a- a- ...... ����` . " ~�~� .. . .......... .. .. . . . . .00 lolllllmll0000m� UO ro AT GU TTER FL (LT) toll app- sill (D PROPOSED `GUTTER Now ad ' ���w�' . . . . . . . . . . . . . . . . now No (.. .� . . . . � . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 750 . . . . , . . . . . . . . . � u°~"o -- ' Jim, iiiiiiiiiijil . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 'cDENxIb-A- POINTS Aw . . . . . . . . . . . . . . . . . . . . . . . -�- � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . � . . . ^ . . . `������ . . . . � . . . . . . . ' . � . . . . . ` . `�^�°��_ . . . . . � . . . . . . . . . � . . . . . . . . . � . . . . . . . . . � . . . . . . . . . � . . . ' . . . . . � . . . . . . . . . � . . ` ' ` . . . . � . . . . . . , . . � . . . . . to . . 9 . . . . to . . to . . . . . . . . . � ' . . . . . . . . � . . ' . . . ' . .� � . ' . . . . . ` . � . . . . ' . . . . � . . . . .� . . . . . . . . . . . . . . . 745 �� . FL (LT) 3,51% ......^..............'............'............................................................................................-....'...................................................................................,...................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . ........................'.....'.........'............................. ........................................ ... ............................,..'.............................................................................................................................. 740 15+00 16+00 17+«0 18+00 19+00 21+00 u2+00 2^+00 24+«0 25+00 26+00 27 +00 u8 00 FI.OW�INE NORTH PROFILE to . . . . . . . . — . . . . . . . . — . . ^ . . . . . — . . . . . . . . -. . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . ... . . . . .. . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 765 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . , ...... . . . . . . . . . . . . . . to � 760 . . . . . . to . . . . . . . . ... . . . . . . — . . . . — . . . . . . . . . . . . EXIST GROUND . . . . . . ..� � ..... UM .... EXIST . " =.= . . . . . . _. . . ' ' ' ' ' ' ' ' — ' ' ' ' ' — 439.82' . ...* ...... . . . . . 0 . . . . . ^ . . . . . . . . . . . . ^ . to . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . 750 ' ��*l�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Jill !QEN?I�CAL � ' ' ' ' ' ' ' ' .. . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' � ' ' ' ` ' ' ' ' ' . ' ' ' ' ' ' ' ' ' . ... ' ' ' ' ' ' ' � ' ' ' ' ' ' ' ' ' � ' . . . . . . . . � . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' — . . . . . . . . to . . . . . . . `==~�,� . ` . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 745 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `. . . . .. . . . . . . . . — . . . . . . . . — . . . . . . . ^ — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . — . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to . . . . . . . . — . . . . . . . . — . . . . . . . ^ — .` . . . . . . — . . . . . . . . ,. ` . . . . . . . — . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740 15+00 16+00 17+00 18+00 19+00 20+00 21+00. 22+00 23+00 24+00 26+00 27+100 28+00 25+00 . FL ^r�&�� PR �� SOUTH ����u������ K��-��.�' Lc 60 ol N I ~ -~ JOB Na, 04-158 DWO NO.. 04- 1588 7 l62 DA TF - DR4WNBr.- jv SHEET OF 2S SHEETS ca: uj Z` U 0) 1 .. CONSTRUCT/OlV NOTES CONSTRUCT 6" CURB & GUTMR PER C. 0.8. STD. DWG. S-1 W15* WIDE STANDARD TYPE SIDEWALK PER SM DWG S-J (UNLESS OTHERWISE'NOMD) O2 CONSTRUCT WHEEL CHA IR RAMP PER CA L TRANS S TD, DWG. RSPA 88A 3O CONS 7RUC T TYPE "A'" CATCH BA SIN PER C. 0, 8, S M DWG. S -12 0 CONSTRUCT SUR VE Y MONUMENT S IVCA SEMEN T PER C. 0, 8, STD. DWG S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWSE IV07ED) PER C.O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN PROPOSED - RIGH T- OF- MA Y < 192 8"S PROPOSED SEWER fvSD PROPOSED STORY-DRAIN ��o GUTTER FLOWLINE CURVE TABLE ' I CURVE LENGTH I RADIUS ITANGENT DELTA ci 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 89'59' 59" C4 31.42 20.00 20.00• 90*00'00" C5 31.42 20.00 20.00 90*00'00" C6 30.20 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*28'23" 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*41'1611 C13 -1 39.10 35.001 21.88 64'00'44" 35 x 0- C) �bo C) 0. Q� Ln 0 E 3: 00 Ln L 0+28.23 - iff r0_1 mpoc I I _j Im" 111F rr jt1?4i 1+00.00 CENTER CUL-Dil. "M M GFL CURIE DISTANCES x �� I III L II I 193 w 'i a I in, 00 4 . + u- c--)j OZ IJ r� rm 00 to + to + W CL 0 I LL_ LL-IUi 190 18� C) + .3..+ CN 04 I __j u C-0 U- b > _6 N A b 0 8" SS owOct: LO 27.13' too o to 31.42' m ci 6.35' 00 + 6.35 co 11.25 27.13' 195 25.06 X 6.35" co + 31.42' co 1%..0 31.42' ROYALE 31.42' 1.2 39.10 x �� I III L II I 193 w 'i a I in, 00 4 . + u- c--)j OZ IJ r� rm 00 to + to + W CL 0 I LL_ LL-IUi 190 18� C) + .3..+ CN 04 I __j u C-0 U- b > _6 N A b 0 8" SS owOct: LO w 0 Us) too o to >1 o a m ci M 00 + m 0 M�j co 04 m 195 196 X 1= 6 co + 0- VALE co 1%..0 cfl + ROYALE 0 LO + DRIVE N 4m LO (sue sHr. 10) Lo Lo Lo W co rr 03` ( old M1 N 1 c"' too o to >1 o a V7 0114- + M + C-4 et" GO c%j co m m 195 196 * 1= 6 co + VALE co 1%..0 cfl + ROYALE 0 LO + DRIVE N 4m LO (SEE SHT. 10) r A 61911 0 LO w 0 too o to [�j W O 0 rn cn w LAJ 00 w ,OMWNB,v,- LO LO 0 w Uj CD I V.: m 0 m . 0411= r_�I�: ..... . .. .... * 1= 6 co + N to o co 1%..0 cfl + r*-. 00 +0 +0 0 LO + CD N 4m N. 000 cn. Lo Lo Lo Lo oco LO 0 I c+ o 0. ro 0 0 to 04s, LO X X 1.0 0 X Ln M LO 0 0- . . . . . . 00 -N r-% LO (0 N Ln LO . . • . . . . . . . . . . . . . . . . . . • LO W--% CO 0 • Ln BESANCON <0 'q- . . 6. to in -00 co cn -Rd- WAY 0i .91- - 00 144- CD xt . . . . . (D V-so r*,% . . . .4- : . . . . . . . . . . . . . . . . . . (SEE SHT, 14) 00 . . ♦ . . . . . . . . . . . . . . . 72 154 175 174 173 V) �n co II 149 99 itz ii 'k a b uigg LZ ii - 0 148 0.u.jj j5�14 0 >< q* Q CO C) to * ca LO 40 + + + n n x 0 ._J 0 j_j ujJ W 8" SS 150 • 151 Cl> 107 � Q w Z BESANCON 01 < WAY cn 'w (SEE SHT, 14) o Q 0 C> LO 0 Lf) 00 00 Lci + u +++0 LA. M VU w OSLO PLACE 153 LO to 00 0 pr) 0 Tosss m w 0 C-41 K)l v"'"' N + + oo 00 152 �ffiq- SS cil 105 04 LO • Nobb 00 .j 0 L-Im 11 it U) 2 00 FRANCOIS LANE (SEE SHT, 13) HORIZONTAL: 1'*- 50' obbsts VERTICAL: 1"oMbsMb 5' 9+87.70 OSLO PLACE• 9+85.43 FRANCOIS LANE (PRIVATE) .................... 0 ....... so. 0 ...... ............. .............. 765 # .............................................. 765 0 04' 0 o o so o 0 0 o o o o 4 o 4, , . to N 0"4- CO to 0 r%-- 0. 0 14- ug N 0 00 cn cp LO M '.4. to Co. 0 .4 002 n cq a . . . N rn 0 LO LO LO N 1* W) co M LO 00 W) v- M V- 14") v- T'"O r**-_ 00 I of, .4 . lr.*. 6 .............. .001-- 6 QD v-- no 0 'r- 0 00 0. %--o co CD N m r*-- 0 0 M.co m co N W N to C3 .N LO 0 (N LO LO 00 LO 0, LO Los (0 LO 10 It rl*- 1* 00 1* 14- .14- 1* qq- V_ v-- 9 .4- CD + + + + Pll� - + + + -#- + rl%% + + + + r** : + 0 c*4 n' LQ V) LO to co cam CD ...........�, 0, 0 ao: I w 0:: m m 0 ..'j ...j im ................. :_j Li. ..................................... j U -..j ..;j ........ :sj w ...... 760 CL LL_ CL C-) U- m U. M. LA_ Lam. m LL. u- tz- u- Li- LL. U. 0� U- 760 ll 4 M m j m 0 a 0 0 0 - U.- 0 1 4 W 4 1• LLI m ...... ♦ • • • • • • • • 4. o • • o t ♦ • • • 4.6 4 ......... ......... : .... . X a: 98.53" 2 755........•...,... ON.CURVE... ... ......................... ........ 6 v........... V: ............... too.. .6 ....... ...... 6 6 0 o ...... #so*.* ... o 3 755 EXIST GROUND o e. 6 o • o 6 (LT) 6 '95.83' AT GUTTER FL 6 *7. o so 4 t`ss"sr--rm%w%ww o so."* 4 .-o*oo 6 o 6 6 o o 66 too* so $44446s.. o so.00lt a ***#to** 646000*4 9 to so# too ................................ .... -ON- CURVE -6o4f*.f.* oso4*o 46 *6 -0.3070 117 .5 4 6 --bombo .4 %..o to to so .**of# too *44, • • • . . • . . • • I-Am w-ft. . . . • • f . . . . . . . v • . . . . . . . . . . . . . . . . . . . . o . . . 7` 5 0 . 750 4 s"= 07'0U.7o PROPOSED GUTT�R 4 -1-3870 EXIST GROUND 6 • 6 FL (LT) - FLOWLINE 6 4 1 397. AT GUTTER so .... 4 ..... . so.* ..... o 6. 6 o o o o a 6 to 9 * 6 6.(J). -4 6 o 9 4 4. 6 4 4 ... ... ......... o PROPOSED GUTTER 0 to ........... 6 ... *.f.. ............ f ........ * 4 .... o ....... o to ....4 . 6 o ..... to .. . so ..... q o FLOINE- . . . o 4 ... o ** ..$000 o 4 745 745 740 ............... o ... ............. ...... 4. to. so. so. so v 6. *so o ..... o..* ....... *.*4 ... o ........ so ........ o o ... so##.#: ......... *4 740 1+00 2+00 3+00 4+00 5+00 6+00 7+00 S +00 9+00 NO/? TI-1 F�. 0��/L /1��1,E P IDENTICAL POINT 765 04-158 too o to so DATE' pygp/ps ,OMWNB,v,- ✓v CHECKEDBY s o so 0 ..... . .. .... 765 N N to o co 1%..0 N cp OR 14- cq 16 0 LO Wo LO 4 LO 0 0 N 4m N. 000 cn. Lo 0 • 0 oco LO 0 0. ro 0 0 to 04s, LO 1.0 0 Ln M LO 0 . . . . . . 00 -N r-% LO (0 N Ln LO . . • . . . . . . . . . . . . . . . . . . • LO W--% CO 0 • Ln Ott LO <0 'q- . . 6. to in -00 co cn -Rd- 4m 14- 0i .91- - 00 144- CD xt . . . . . (D V-so r*,% . . . .4- : . . . . . . . . . . . . . . . . . . .4or 00 . . ♦ . . . . . . . . . . . . . . . + + + 0 T -1 o 0 4 4 C14 m 0� w te) 0r' m L0 m Of ce ro%_ 0 00 00 0 760 .......... e. as: ......... Is). .J 0 too CL uj f 0 0'* s • 0 9 0 0 4- 0 0 W 0. 0 uj r# 0 00 JCS mo W a . . . • . . . . . . . . . . . . . . . . 0 4 # a 6 * 0 6 0 . . 0 0 j *LL 0 LAJ 0 M LL . . . ... . . CL o o I 1 • • o -j U: m . . . • • 1 W 760 m 11 0 D • 0 • 0 • w 0 • o LL. m o Ld o m LU X o o o 98.53 CL. ......... • ......... t ........ oo*.* ...... ....... #644 o ON CURVE o 755 .......................... ......................... to 6*fo#oo*. ....... ... . ......... ....... . .... . .. : ......... . ....... o ......... ......... 755 o 127.00 ............ 6 ..... so ...................... to o* 4. o , * * o 4 * * .6 -EXIST GROUN13 ......... ....... o ..... ... ON. C.U. RYE .......... * ........ 4 ..... 6 ... o 070 J- J -0.30% IN— : A. T GUTTER F� (LT) # 750: ......... & ......... O*2RYq # v . . * 4 It . . . 0. 30M. amism" 1 0 o s- 0. . . .... o . . . . . . . . . . . . . . . . 750 13 PROPOSED GUTTER o • •OWLINE (LT) PROPOSED GUTTER o.4 ...... #.* to too #.#.4 *o&.9 .... o ..... #44. .44 *4o. to .... FLOWLINE- (LT)- •o .**.6 ..... 4 so. too. o o 4 o.. o ......... o 0 ... 1.527, 4 ....... ......... ............. PROPOSED GUTTER 745 o 11 o o 40 4 11 4 6 4 0 o a t 6 a o o f a 4 a b o t o 6 o t. • 6 4 4 6 o 6 o 0 a o o 4 6 o 6 6 41 # o o o o o 6 4 o o o o . . . . . . . . . FLOWLINE .(L'i -) ........ • ♦ • • to • • 6 6 • • • • • ... 745 740 ................ ............................................................................................................................ 1+00 2+00 3+00 - . . , . . 4+00 5+00 . . 6+00 . . . . ...... ...... 7+00 . . • . 8+00 . • . . • • • • • • • . • ♦ . . . . . . 9+00 740 SOUTH FLOWL /NE PROF /LE R * b�ti wY dM"rl >U D�i V V� ��y�'� �3� *SAP 0*4 A Ve w `� O 00 �� Q W �� v y � mo Q o� U °p N \Zwo 19 L 'No sz, �. c N � J I � � Q NQ Z Q ?QV � Qv '�Z „Ow v� m �y ✓OBNo: 04-158 OWGNO: 04- fcf849T-PH2 so DATE' pygp/ps ,OMWNB,v,- ✓v CHECKEDBY SHEET OF ?3 SHEET5 q Q) elo.0% a. 00 Us) C) C) 9.0 a (N Oft. 3: Ln cl. E E M =3 Ln 0 4-J w 3: CL 00 Ln. V- 0 .0-10 CONSTRUCT/ON NOTES 1O CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 tfl5* WIDE STANDARD TYPE SIDEWALK PER STD DWG S-3 (UNLESS OTHERWSE NOTED) O2 CONSTRUCT WHEELCHAIR RAMP PER CAL -TRANS STD. DWG. RSPA88A O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. 0-8. .57D. DWG. -S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWSE NOTED) PER C.O.B. S7V, DWG. S-JI + INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- HA Y -8 Its PROPOSED SEWER _fISD PROPOSED STORM-DRAIN • .01 x G13 1 +00,00 CENTER CUL-DE SAC coo (" I 001 ICL N to U. ji UI- i� 13 CURVE .182 RADIUS TANGENT 00 cl 197.06 42.00 + 268*49*5031 + 27.13 35.00 14.29 44*24'55" C3 31.42 c 8" SS GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 197.06 42.00 42.87 268*49*5031 C2 27.13 35.00 14.29 44*24'55" C3 31.42 20.00 20.00 90*00`00" 1 C4 _I 30.721 20.001 19.321 88 °01'09" am is-1 w LO 0 uj M 'mms R� It= +M No clq 0 Z I %...I UO) >< a a. HORIZONTAL* 1 50# n use. VERTICAL. 1 5* VALE ROYALE DRIVE (SEE SHT. 10) 181 ci C.4 O O 2 W 2 O V) V) A 00 VALE ROYALE DRIVE (SEE S►T. 10) FL 0+28.23 1 +00.00 CENTER M n Znr ;M% 11 200 6. v V_ 0 000 C) U. + U- 00 + I LL_ C--)j C2___` tw;.j C) + C%4 _j LL- � 8 "$ 0 :z t �`�°"' xl��• mot- � N 201 2102 203 cn 00 co LO PO + + U.1m _J 0- use. 0 m C> LO 0 LO 0:: W Q tit 1= C4 4-0 + +0 + w Ofsn W-c4l SHEET X 185 112 U-U- _• 1 6 187 188 a. LL_ 00 0 NEW LO C) + LO (0 00 + Q_ U_lc� U. ' Im U - I M V) V) A 00 VALE ROYALE DRIVE (SEE S►T. 10) FL 0+28.23 1 +00.00 CENTER M n Znr ;M% 11 200 6. v V_ 0 000 C) U. + U- 00 + I LL_ C--)j C2___` tw;.j C) + C%4 _j LL- � 8 "$ 0 :z t �`�°"' xl��• mot- � N 201 2102 203 cn 00 co LO PO + + U.1m _J 0- use. 0 m C> LO 0 LO 0:: W M 5 ol 1= 00 M 0 x + w Ofsn l SHEET X U. U. - 0- L01 _• 197 X C%4 e. a. LL_ 0 NEW C) al M( LL. 204 a LO V_ 00 cq U_0. 0 M 101, HORIZONTAL. 1 "Ieleems, 50' VERTICAL: 1 5" ✓ALE ROYALE DRIVE (SEE SHT, 10) 00 V) Im VALE ROYALE DRIVE (SEE. SHT, 10) 765 ................................. • 0 P.RIVATE. 4. 0 ♦ off • t • 0 ...... • # ....... so. • off • 0. 765 760: ................................ .(PRIVATE ....... 4 0 ♦ ...... 760 on N co M W* 0(0 P-se. CID w (D 1r) N v- 0 r--. 00 co. rse sm, LO n 0 r*-. 00 OD LO LO 0 L04 0 0 0 46 & 410 *00 K) CON n. N s- N N Coo- CD co n- 00 vs.� r_� 0, CO o" to 6 • 6 o 6 • ♦ • LN Lo Lo In . . . . . . . . . . 00 Los 010 . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . N. II L .0 qq . . . . ♦ . . . . . . t 6 00 (D r . . . . . . . . . . . . . . . . . . . + rk + r + f + + N Of 0 04 K) m LLJ 0 1 Li *.j 0 0 LJ use! 4LL. Off. U. 0. M LA.� CL Life. a_ 0 LA. M .... no 4 to. 6 t 4 4 o o a 4 4 ..... 4 6. YOOO a o o o o 760...••♦......40-1111 .................. • •o. I I o o 4 ......... :760 755.......................... ' *%4.%: o 4 ....... 755 • M LL. M 6 M J M COD o LL. 0 X X o 6 a 6 o 6 . . . *4**** EXIST IGRIOU. 98.53' • o • AT GUTTER FL (LT) • ON CURVE se EXIST GROUND 750............. 4 'ww'* '17- to o `OOfsOfsl--m-- ................ ......... ....... of 750 755*** t.4ot.. of 44 6. o AT- GUTTER -FL- (LT-) ... ............... o #*v 755 o o -Na'a"'wasseevesmannJ "Ness, -41 6 1.149 %29% of "00 "s.1060030% .......... ♦ ...... o • o__ 44to.. • *#**of off o .... • of o. so* to**#* • so # **$so f fee of ......... o ♦ o o CFC CURVE' 1.537 PROPOSED GUTTER w 2.217. PROPOSED GUTTER D /STANCE.' .... . ....... ......... ....... .......... so ... 750 745................................... FL .(L�...........•..... .. *so** ... 6.: ... o 4 745 '750 F`L (ET) & 4' to # of o 27.13 a ♦ 4 o..446.00f ... o.o ...... ................... *#..000 of ... oo.4..*o ♦ ..00 ......... Offset ... ♦ .... • ............ .... #.**see ... *..*o 27.13 • 25.08' ......... ........ 740............:745 see ... so ... 444 ..... o 6 a ... 740 6.35 3+00 27.13' IDENTICAL POINT 1+00 .2+00 3+00 4+00 1+00 2+00 IDENTICAL POINT 4+00 27.13 EA ST FL 0 WL INE PR OFIL E EAST FLOWL/NE P ROFILE (D 25.06 . 760 ................................................................................... 760 760 ....... .............. # a ..... off ........ 4 4 ...... to. o o so. 4 o.... 760 6.35 0 w LO IN on 0 co co M LO 0 LO ca ch rl.%. co 00 1%% LO rn 00 r%.. • 1%%_00 co LO LO 0 100 rl*• '00 rn N rt) *00 (000 r4f) 00 v- r-'sm. to LO •27.13 * C-4 cq LO 4 6 ON to LO LO LO 00 LO LO LO to qd- 00-10- *4- 14- e o • ♦ + rims" • . . . . . . . . . . . . + ImI + PI . . . . . . . # . . . . . . . . . .. . r* .. . . . . . ♦ + + . . . . . . . ♦ • + . . .. . . . . . . 10 27.13 40 f, 10"0"' V" .00 o q clq M 0 .0 M 0 X w 0 � W - ..i M -i _j M _j 0 w n1l 24.98' :u_ L 0. 0 ou- 0. Lee. 0- 0 o U- M w to of o o.. o. u ......... M .. ........... of. 760 755... .. ...... m ...... . . . . . . o.. If 4 . . . . . . . . o 4 o 760 ...... ... : • Do .. ................ 7.55 @ 6.16" M LL EXIST GROUND X o X EXIST GROUND o o AT GUTTER FL (LT) • • 9.6 • • • • • o ♦ 6 - *oo a .. ....... • feet ♦ so at.*.* ............ CL • *oo.00. so 6 • off AT GUTTER FL (LT} ,i,iiii,iiillllllll • # . @ - _ ............ 4 o -Ago- f ON CURVE se-selowle- # ...... .... .... fee.. to 2 4 so. do a.. 6 ...... # ... off 6. 6 so. of. 6 755 750.......... o I I ......... 6 755 ...................... ....... -2- .... 750 00 @ o f sess' -0297o 1.189. so o Offset 1'.387o PROPOSED GUTTER o FL (LT) 61> 11, ..lose# :PROPOSED GUTTER ................ 4 sees o to ... feet .... *.so 750. 745 ........ so 4 ... a. .4. a 6. o o to. fee ;*w ......... 4 o o 745 750 . ......... FL (LT) 4 6 • ...... *of a fee *4 ..... ...... • • • • ....... o ... 4o ..... ♦ .......... *4.4*t ... • so .... of .... to# • #***&see. ♦ .**44# 4.6 ...... *so ♦ • ♦ • 6 ♦ ♦ • • fee fee. • . . ?' 45: ......... ......... a ... o o 6 o 6 ... .... so so. o o 6 of 6. o ......... o .... o 4. o a o me. 745 740 ..................................................................... o o fee 4 740 .. 1 +00 2+00. 3+00 4+00 1+00 2+00 3+00 4+00 L1�/E�'`TFL OWLINE PROFILE WE.S'T FL 0WL/NE P coo ce CD MV LO lr �* r--. x 00 w Ofsn l SHEET C,q L01 _• J X LL_ a. LL_ 0 _j Less 208 07 206 00 r-• + + C+4 U- LE 0i 9 LAM 8 SS 1 +00-00 CENTER 1 Ow ce CD cl:: LO lr �* 0 LO M CD LLJ I f= COL M 0 Ofsn + SHEET 04 _• J X LL_ a. VALE ROYALE DRIVE (SEE SK, 10) 20-5- � I >-+ co ER 414 C) do wY dM"�I >U a�. � U C.) LL. py��y � x uj �d•�1 X32! �C Ao". HORIZONTAL: 1"- 50' VERTICAL.- 1 *40feff 5' C-0 Ot TOM at CIO w c c; M CN OR 10 :_�: CD 3�: . L4 `* Z + 04 Ln cis % cy 209 �� - ���0�8� 10 211 212 VALE ROYALE �, DRIVE ca • LO (SEE SHT* 10) LO 00 + • If- m -Jim -.1 m U-10- u- M LA_ 4L 760 :.........:.........:..feet .(PRIVATE) ......... ..... :760 C`4 C. 4 Co L0 0) 00 Lo ° d rs 00 0 0 0) 00 co Lim) V) u") •-414 ....... .... 0-4 * - ........ ......... CV :C Lc).-q ....... ...... 0 so: .... coqq. 8 +r'` +n + + r%%. + r`msee + c'4 cr n, 0 U .0 w ;.........:. 755 useM _ YM _L UM J ........:.........:755 M 0 4- 0 ♦ X . . . . . . .. . . . . . .... . . . . . . . . . . . . . . . . Q_ EXIST GROUND 9 AT GUTTER FL (LT) ......... ......... Is 0. ....... I ......... .. .... of so. 750 ......... 750 f 4 • . . . . . ... . . 0 .......... ...... 745 745 1-94 ......... •0 PROPOSED GUTTLR • ......... so. 0: 0. so. FL (LT-) ....... : . . . . . . 269' • 740 ......... ......... •......... .... so. 0 0.: ...... fee: ......... ......... ......... 740 1+00 2+00. 3+00 4+00 IDENTICAL POINT EA,'T FLUVY L // VL: PRDF/ L r 760 .................................................................................. 760 • :n " to to M rn a Ivr LO QD cl r%-- rw__ 00 00 n tesesse. 0� r-I w 00 lsmss� • WO umi vi LO* 11 N ON 14- 0 1* to lo- 00,4- 114- -14- + 1%I . • . • . +.%.4 . . %1 • a • ♦ ♦ • ♦ . • . ♦ • • . . . ♦ . ♦ . + i . + IIII - - r.%. - - Ti- o C%4 M 0 cr. M u 0. 755 ...... .. UJ J ................. 0 . . . . . . if 6755 M 0 U- 6 6 X 6 • • 4. • • 0. 0. • • a ♦ 0 ♦ 0. ♦ ♦ ♦ • • • * to. ♦ • • • ......... . . . . . . . . 0. • so. 4 ■ EXIST GROUND • • 10 AT GUTTER FL (LT ...... ..6. • 0#*#*. so. • 00 ......... off ♦ 4. 4. • • .... 0. ♦ 4. • • .... 750 "MONSOON Oftsesse 750 01*r ♦ 0 745 .. . . . . . . . . . . . . . . . . . . . . 40 0 ......................... 14�1,94211111111111 745 o eo PROPOSED GUTTER 1,38% .so ...... a .4 o 4 4 o -Flee .(LT) - of ........... I of .... 740 .......... ........ ......... so.. off 4. off so. ... off 4 o 4 to 4 of of. b ...... ♦4 ...... 740 1+00 .2+00 3+00 4+00 WEST FLOWLINE PROFILE ,a C4 4. 15 Lw 3 • 4 7 *4 C-3 kl Q Z � � LQ • • • NQ Z =QQ a�Qv Ow V O �y �W v h ono �y JOB No.. p4-15B DWO NO.: 04- f588T-P112 DATE - D1?A-WNBY,- jv 016offED BK - SHEET OF 27 SHEET tj q Ll 2 0 0 0 8sfS #slSD CL ul) (D C) N. C> m uj cl� t; 00 Ln C) E E r4 00 Ln a CONSTRUCTION NOTES CONS TRUC T 6" CURB & GU TTER PER C.O.B. S TD. DWG. S -1 W15* wDE STANDARD TYPE -SIDEWALK PER STD DWG SJ (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS STD. DWG. RSPA 88A CONS TRUC T SUR VE Y MONUMENT ENCA SEMEN T PER C.O.B. S TD, DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-JI INSTALL STREET NAME SIGN P) P) P) GUTTER FLOWLINE CURVE TABLE CURVE LENGTH 'RADIUS TANGENT DELTA cl ..31.42 20.00 20-00 90*00`00" C2 65.17 320.00 32.70 11'40'04" C3 57.02 280.00 28.61 11'40'04" C4 6.35 20.00 3.20 18*11'42" C5 52.72 579-00 26.38 5*13101 " C6 12.21 579.00 6.10 1 '12' 29" C7 6.46 20.00 3.26 18'30' 42" C8 46.71 580.00 23.37 --ar- 4"36'52' - -.-4- -412 PRIVATE 760 750 ... o 0 o 0 *4 to o o 0 o 0 P.O. 0 cm CD 00 Ir- r__- to LO a al- a 0 Moo cn r__ - co (0 C) CSI` ♦ 0 LO m po. 1* LO LO - n cq r14 10 Lo CO LO "471 to CID rftl-. P.- C) r%_ r_-_ - rn 00 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 40 . . . . . . . . . Lo. 1* . . . . . . * . . . . . . . . . . . . M VII v"to V_ n. n uj o af m w m 0 ICT LxJ LJ _j LLJ _io_ j a- �a.. .......................... ... ...... U. M LL. U. i • 755 m u- u_ rz u- r.. o. . 4. to. U- ... ......... ................ 745 0 0 0 �. LLJ 0i I I X X. X X . . . . . . . . . • . . . . . . . . . . . . . . . . . . . CL uj to 3 .............. ... ............ 0. too. 750 too 740 ♦•............ . .... 65%17 ........ too ................ 4 ON.CURVEr. 52.751 • AS!,"I'll" � ON CURVE*. 6 . . . . . 6 -PROPOSED. GU TTER .. .......... . . • • FL (LT) . Ittotto'"I . . . . . . . . . 6 0 0 .... to. PROPOSED' GUTTER ........... 745 to "Illille 4 .... to ..... Iowa* 735........ . .... ... . ..... .... (LT) 11 FL 5!2iiiiiiick 6 POINTS .51% EXIST GROUND ........... ....... . ..... .................... .................... *AT 'G'U'TTER * FL *(LT) � 0 1.5 Z GFL CURVE r--'' ' ...... ......... 740 . . . . . . . . . . . . . . . . . DISTANCE'S too: ......... ......... ...... ...... ......... :o****** 730 ....... EXIST GROUND 31.42 . to.* .. .. 0 .... 4 .... 0. .o a ****o 6.35 e • .............................................................................. ...... .......... 735 12.21 725 to .... 0. .................... .................. **.# ...... f.o..0 ....... to..* 8.78 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 46.71 39.10 NOR TH FL 0 WL INE FROF /LE (D 31.42 . . . . 760 13.70' 750• ......... oco to co 0 to 0 1 0 IN C4 cq 0 • CD a 0 C4 v- dl * 0 00 o to C> tei r.-. .4- co . . . . . . . . . . . . . . . . . 0 6 0 0. 0 0 6 0 0 0 4 0 4 0 0 cq 14. . . . . . . . te) . . . . 1. n ul'n . 0 + + + + + + + cy) 0) C'4 pe), m 0 C.) . . . . . . . . . . . . . . . u... . w_.Q .......... ... 755 tA. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 745 .......... M.- "ItIo 101 m U.J. • ......... .... too. ........ too ......... 126 ON CURVE .................... ...... . .......... ....... ...... oo..o..*o .............. 00 ... ....... o..: ...... 750 ............................. .......... to o..o * 0 740 57.-Gs 8 • ON CURVE 4 . . . . . . . . . . PROPIOSED. GUTTER ..................1..49% 7 FL (1,T) r10 J-.49! • ......... ..... to ......... PROPOSED -GUTTER ........... IF 745 a to. ....... 6. to 4. 0 6 to ... 0 .0*0*06 .... 0 ........ 00 '(LT) 735 • IDENTICAL FL %% o 4 • 1.49 POINTS EXIST GROUND 0 o 0 0 61, 0 4 4 4 0 0 a • 0 .0 0 6 6 0 AT GUTTER FL- (LT-) ........... ......... . ................. .......... 740 ................. too .......... to 0 ...... 730: ......... • EXIST GROUND too ......... *0 0#0.. ....... 0 ......... ......... TE 4,*o*o,00 AT' 00 T *R :rL' (LT)' ......... too 0. ....... ......... 735 725 . . . . . . . . . 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 SOUTH FL 0WL /NE PROFILE HORIZONTAL: 1 50' VERTICAL: 1 5 ��G��yEER 'k b/ti 00 0 0 M n � j w c > o py���. W �� U. x *4f 00 �z C/3 LLJ > U. 00 CP 0 2 CY '� ED) 3 b AI 1,;• 7 00 r4 Z� I Nzo I ct � ? Q NQ Z �O �zV �v O � Ow O��Q �W Q Q� m �y ✓OBNo.: • • DA TF - • DR4WNBY: iv 0) 11EMED B r. • YKV SHEET OF 23 1 1 AI 1,;• 7 00 r4 Z� I Nzo I ct � ? Q NQ Z �O �zV �v O � Ow O��Q �W Q Q� m �y ✓OBNo.: 04-158 DWGNO,," 04- 158S T-PH2 DA TF - p5/,?p /06 DR4WNBY: iv 0) 11EMED B r. • YKV SHEET OF 23 SHEET mow tU 37 CL to r4 I r As C) kD C) r_j nn r C*4 CL w t; Ln C) CL E E to -0 =3 N CL .-sollo Ln C) low 0- 0 0 0 -wommummumm... 401P 8 "s fSD COl1/STRUCTION NOTES � .. CONS MUC, T 6'0* CURB & GU TTER PER C.O.B. S TD. DWG. S -> STANDARD TYPE SIDEWALK PER S7V DWG S-3 J111/4,11,125 WIDE (ONLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER C.O.B. S7V. DWG, S-41 CONS TRUC T SUR VE Y MONUMENT ENCA SEMEN T PER C.O.B. S 7D. DWG. S-29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWSE NOTED) PER C.O.B. S7V, DWG. 5 -31 INSTALL STREET NAME SIGN' PROPOSED RIGH T- OF- WAY PROPOSED SEWER 1 PROPOSED STORM-DRAIN 00 (0 zl� +1 10� 128 trkVst, �- .0 luo 129wy" FL 2 +52.28 FL 2+81. q D W Y37 , -- 0 0 Z W GRATZ WAY (SEE SHT. 15) GUTTER FLOWLINE CURVE TABLE CURVE LENGTH I RADIUS ITANGENTI 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 6 8*1955 " C6 19.40 320.00 9.70 3*28t2491 C7 16.97 280.00 8.49 3*2824" C8 27.13 35.00 14.29 44*2455" 1 C9 1 197.061 42.001, 42.871 268*49' r c to ER AK iiiiiiiiiiiiiiiiiiiijllillillillilillllllllIIIIIIIIIIIIIIIIIIIIIIillilliillillillillillillillilI 00 n I wool w Y 'Md' rl > U � �"� U O„ U x ���S��3a * s�P HORIZONTAL: 1 50 VERTICAL-. 1 "= 5' FL 12+67.83 N-FL= 163 GB/POC DWY♦ CL 11 +94.84 CENTER FL 12+63 CUL-DE-SAC ��N�N\ EEq eW, co -O4 � , I u. 0 C,� 760---- 4. to 0 to o *765 ♦ 6 • 0 rl-% a 0 0 co n 0 00 cb LO r*% LO PO n 00 • r*-_ co 00 PR IVATE) a fol qd- 04 to qd• rl*-► 0 C> qq- N-- 00 • PO ch 00 C-4 • • r%- cm co ,r- *C> u rl%- 0 04 CD 0; CD v- 41 0 100 q.. so 'f*# . . . . . . t . . . . ... . . . . . . . . . . . . . 0 to co q** 1144,4 in. 4m L.0 . . . . . . . . . . . . . . . 144- UP> * co LO I to Lot 0 1 1 1 1 1 1 • + + + + r % + r--so + r-.- - + rs-_ + r44%, 04 N r* rl's oo 00 * rim _j CL j . . . J Ur . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . 4- 00 . . . . . . so .j i3L. CL CJ 755 ....... u. a.- -0 w... LA. LA. a . . . . . . . . . . . 6760 ♦ o m M • IA_ • X . • • • • • • • • • • • • • • • • • • ♦ ♦ • • • . . • • • • • • ♦ • ♦ ♦ • • • • . • • • • • . ♦ . . . . • 0 11*640.#40 q 0 o 0 0 6 6 4 750 • • 3 ...., ....••.................. .....................,4,....... ...........................755 .... ...... ............ 0.0 -EXIST GROUND AT GUTTER FL (LT) ............ to . . . . . . . . . . . . . . . . . . *EXIST'GROUND - AT GUTTER FL (LT) a w FL 487% 0287* o 1 3 7 7* 0.39% ................................................... to • .... ..... • • 0 ♦ • • • Q ♦ ... 0 745 o o o a 4 6 4 o 4 4 4 4 4 0 6 6 a 4 - a 0. o wilmommom- 0.30% 0.31%- o .750 • o IDEN 77CA L POINT 0 o 4 6 'PROPOSED GUTTER o o 1.4-8/6 • . *Lwoo ♦ • • • a • • • • . . . . . . . . . . . . . . . . . . . . . . . . . -PROPOSED GUTTER 6 740 ........................ FL' (LT) :745 . . . . . . . . . ................... ........ • to so. .... to f ... f • • • ♦ • 4 • • • 0 • o • ♦ • • 4 6 ♦ • ... *to. ♦ • .... so. ♦ .... • . . . . . . .. . . . . . . . . .. . . . , . . . . . . . . . . . . . . . . . . . . . 735 ................................... -740 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 IDENTICAL POINT NOR Thy FL. 0WLINE` F CFLCURVE 760 .......... t o t o •4 •0 4 o 6 . . . o 0 •o 4 o 6 4 4 0 •a o f 6 o 4 0 6 0 4 4 6 a 6 o o o 6 0 4 4 4 0 o o 6 0 6 v ♦4 6 4 4 •o 0 . . . •o 0 0 0 0 4 0 6 o 6 o o •4 6 0 4 4 •o 6 0 0 o 4 6 6 0 0 s ♦o 4 0 4 •o 4 •4 •0 6 o d •0 6 v 4 4 ♦6 •o v o -765 DIS TA NCES 00 0 N O C C" .4- 00 m - LO r*-. LO r--. - � C> Go N 0 a to CO 0 C> ©d r_.. 00 - CD tG� o 0 4 * •• ♦ 6 * 0 * to . . . . . • • 41 • 6 • 4 ♦ 4 4 . . ... . 4 t 4 0 0: a 4 4 0 4 0 6 o 6 * . ♦ ♦ • . . . . . . . . 0 , cc 0 . . . . . . . . . . . Lo in v ............ ."m ............... .......................... so LO 14- 1* 0014 f*%- 0 cm 1.0- to to • - Q0 In co LO r*,-. + r*ft- -% + + + 13070' + + rss, rl".. + r + r., o x w o VIM 0. o J CL j 31.42 :tj 8 m 799 .. . . . . . . . . ... • • 0 • . . . . . . . 6 o • • • • • . . . . . . . • ♦ • ♦ • • • • 4 • • • • • • lu= IL • , L. too., 11*11 1 • 1 4 ♦ • • ♦ • 1 6 ♦ 1 1 • 6 1 • 1 • • 1 1 o • 11 6 4 6 o 4 o LL_ 4760 r-z\ 19.40' m u- 27.13 . . . . . . . . 6 ... . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . v 6 o 54.98 o 6 6 4 6 . . . 46 6.0 o 0 $ 1140 **#. too 08010 a 4 0� 0 0 0 o 6 o o 6 6 . . . . . . . . 0 . . . . . . 31.42 f so o so o **too oft0000*# ...... to ......... -755 750 o o o o o 6.35" . 6 EXIST GROUND 7 o o AT *.GUTTER FL (:RT) 8 23,851 to • • • 0: 6 too #**6. • • • • EXIST. GROUND ............ • • • ♦ • • • • #** • • 0 a 0.0:101000:0� 000074 • too • • ♦ 0 • 0 o • 0 ♦ • • • f • • • • • • ♦ • v . . • ♦ • • • • ♦ • ♦ o ♦ • • • • • • • ♦ o ♦ ♦ • 0 • 41 • • • • • • • • • • • • • ♦ w-w -.. • • 4 sommoss.-Ismsm."m --- ssAlW.--ssssss"oWsso rO'%� 16.97" AT GUTTER. FL (RT) ta. • 0.11% 0.63% 0.29% • aft." o 4 o 77: 27.13' ♦ ♦ • • o • .10100101" 1 • • • • • ♦ 4 • • • • o • • • 4 • ♦ 6 • 6 750 745 ........... ........ No* 00 30% 0.29% • PROPOSED *.GUTTER FL ........ .... ........ .... so. 4 *eov* ..4 so. to ........ .4 4 4 to **.4 ..... o .6 ... 4 o.4 to o o ..... a. ol: too. ..... .............. 4 .... o o .......... :6 to .(RT).. IDEAI-100A& POINT PROPOSED GUTTER o • FL(RT) 740a ............ *A-053cyo ..................... . . . . . . . . -745 . . . . . . . . . . , to . . . . . . • • • •• • • • • ♦ • • • • • • . . . . . .. . . . . . . . . . . . . . . . . 735 ................. • • • ♦ a, • o ♦ ♦ o o . . . . . . • 4 • • • • • • 4 • ♦ o o 4 • 8 4 0 .0 • o 0 4 o ♦ • 4 4 ♦ o ♦ • -740 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00' SOUTH- - FLOWL /NE PROFILE r, *ftw WO.10 Q) � r 000 Nzo % 45% 00 �c• II �i � Q NQ Z Wa ZZQQ a�Qv O � Ow vh m by JOB No.. to M DWONO.: 04-f58ST-PW DATE, - DR4WN81K. iv 61 LQ SHE 4 A %*4 O L L4 II �i � Q NQ Z Wa ZZQQ a�Qv O � Ow vh m by JOB No.. 0¢158 f8 DWONO.: 04-f58ST-PW DATE, - DR4WN81K. iv CHEC!(EDBY.�M!N SHEET � A 5F OF 23 SHE 0- C) Lr) N C) C) r#4 N CL cl� 17) 00 Ln C) tl 12 V) 0. 010 00 0 Ln coNSLRUCTI-ON NOTES CONS TRUC T 6" CURB & GUTTER PER C. 0, 8. STD. D WG. 5--1 illif//5' WDE STANDARD TYPE SIDEWALK PER STD DWG S-3 CUNLESS OTHERWISE NOTED) CONS TRUC T WHEEL CHAIR RAMP PER CAL TRANS STD. D WG, RSPA 88A 0 CONS TRUC T SUR VE Y MONUMENT ENCA SEMEN T PER C. 0. 9. STD. D MG. S--29 INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.0.8, STD. DWG. 5-31 + INSTALL STREET NAME SIGN PROPOSED RIGH T- OF- WAY 8,2s PROPOSED SEWER #11SD PROPOSED STORM-DRAIN AMU b) 125 GUTTER FLOWLINE CURVE TABLE 2 CURVE LENGTH I RADIUS ITANGENTI 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$40" C6 38,46 35.00 21.43 62'657152't C7 7.99 35.00 4.01 13'*05'14" C8 13.70 35.00 6.94 22"25'35'9 C9 57.74 35.00 37.87, 94"30'52" cl 0 172.30 84.00 138.50 117*31$29$' cl 1 27.13 35.00 14.29 44*24'55" C12 197.06 42.00 42.87 268*49'50$' C13 27.13 35.00 14.29 44*24$ GFL CURIiE DISTANCES 127 �v BESANCON WAY (SEE SHT. 14) 'HORIZONTAL: 1"- 50* VERTICAL.- 1"= 5' FRANCOIS LANE - (SEE SHT. 13) GIgA TZ WA Y FL 0+18,10 FL 0+33.78 GB/POC w 02 00 LO 54.98' 2 13.70' (0 29.14 4 -6.35 * 38.46' 0 57*-64" 00 7.99 8 13.70* @ - 31.42' 127 �v BESANCON WAY (SEE SHT. 14) 'HORIZONTAL: 1"- 50* VERTICAL.- 1"= 5' FRANCOIS LANE - (SEE SHT. 13) GIgA TZ WA Y FL 0+18,10 FL 0+33.78 GB/POC w 02 00 LO • f~ I I (0 A01VWNBr,- ♦ +1 * Is 0 LO 00 14-1 000 .......... + tfn,qlt 0 + , a + In V- + n • + pot w + + 750 + + _-j M . . . . . . . . . ♦ 0 -&J V- n am Q_ L. Q. C.) U.10- , JCL u-im u-m- ei ei 755 ............. ....... ......... 'PRTE) ..... 6 0 to 6 to 6 0.. to 0. ......... 755 N 000 co In no . ,r- CN .... ................................. n. ......... ......... 410 coo CD r%I co rl*_ (0-4- rn to LO n. + r-,, +r + PI 0 04 m qd- m 444- w 750: ......... m 0 u- IIII U. L. 750 • • ...... ♦ • • ♦ ♦ ♦ • ....... 6 (D 745 - -• .... too to 0 0 o o o *.0l, 0 4. 1 .....................745 . . . . . . . . . . 6. -EXIST -GROIND ...... ........ .......... *4 + too a 0 f 0: AT GUTTER FL (LT) o .......... 740 740 04. PR. OPO$M. C?LJTT.E.R to ............... F•OWLINE (LT) 735 .............. ....... 0. • ... ... too.* ....... 735 a to to to. 0 ...... to ♦ ♦ ♦ 0. • • 0. • • 0. • • • 0. • 0 ♦ • 0.. 0 6. • 4 ♦ 0.. to to • • • ♦ • ♦ 0. 4.. ................ 73.0 730 1+00 .2+00 3+00 4+00 NORTH FL 4WL/NF PROFILE 0. 0.. to. 0 0 4 0 0.11 0. o... 0. 0 ...... 0 ... 0. 0 ..... 0. 755.755 0 co .0 to m T_ - .......... ...... . ... ................._ - ................. . .w • . . 750 750 .......... .......... .......... ....... to 0 ..... ... .......... x .................... .. • EXIST GROUND • 0• ......... ;... , ..:...i••:.1,1.•,,,;, AT GUTTER FL (LT) ...... .......... ....... 745 • 745 ......... .......... .......... • ........... ............ ........ .... 9 to ................... 0.9 740 ............... ..................... I to ....... 0 . ..... to 0 740 PROPOSED GUTTER • ... too 0. to .FL0.WLJNE.(LT) .... 0.. a. 0.4 6. • 0 •0 • ♦ • 0 • ♦ • 4 •4 ♦ • 0 .0 0.1.57% ............. 735 1*4 735 • . . . . . ... . . o . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 730 730 . ....... * .... .0+00 1+00 2+00 3 +00 + 400 S�UTfH FL 0WL/NF P 755 ............ to #-r ..... 6.. ♦ 4) 755 (PRIVA E (D to 0 CN c> ........... n ... to ♦ • . • . , ..o. . . . LOCO, 6• .0 0 0 Wcom 0 ♦ • *0. to 0. 4. 4. oco 0 0 co a,VoI 114- . to (0 CD + + cd ..... Q.. 750 ...... *00- 0 0. LLJ :750 U-� m m . .................................................. ............................... LL. 745 ......................♦ rio ......,..................... 745 . , .......... • O EXIST GROUND 740 ...... :AT -GUTTER. FL.(LT) ......... ...... ..... . 740 • ......... PROPOSED GUITTER. 735 ...... . . . . . . . . • FLOWLINE (LT) .735 4. let 40 . . . . . . . . . . . . . 730 .......... .......... ......... .......... -730 1+00 2+00 3+00 4+00 IDENTICAL POINT �1�/FST FL O PROFILE 755 EAST FL OWL /NE PROFILE J��iililiillllll` 111104 I HORIZONTAL: 1 "_ 50' VERTICAL.- 1$'= 5* R '� b/N INV p Pi WY > V 14, 0 tel CL x �Q�pFESS /p�,9 �Q���\p D oaf �2 No. 42038 Exp. 03/31/16 I V If 755 750 745 740 735 730 1� O Qj 00 o O 4Z m� t -4 Z °� 4 k oil 0 L%4 O ,w w_ c- JOB&,.- • f~ rn • q* CD .14- (0 A01VWNBr,- q- 0 • V- In Sh$Er �5 OF 27 vi 8 ....... 6o6l 14-1 .......... tfn,qlt 0 + , a + In V- + n 114- + pot w + 750 . -.A.1 0 • • -.Aj _-j M . . . . . . . . . ♦ 0 -&J M ♦ - A-1 W . . . . . . . . . . . . . . . . . . . LL. Q_ L. Q. C.) , JCL m 745 .................. to 8 to • EXIST GROUND: 740 • .............. AT GUTTER FL- (LT) .................... • PRO♦SED* GUTTER-* FLOWLI N E: (LT) 735 ....... 0 oo... ..s�•............ 730 . o 0 • • ♦ . ♦ 0 ♦ f • o . . . . . . . . . . . . . . . . . . . . . . . . . . 1+00 2+00 3+00 4+00 EAST FL OWL /NE PROFILE J��iililiillllll` 111104 I HORIZONTAL: 1 "_ 50' VERTICAL.- 1$'= 5* R '� b/N INV p Pi WY > V 14, 0 tel CL x �Q�pFESS /p�,9 �Q���\p D oaf �2 No. 42038 Exp. 03/31/16 I V If 755 750 745 740 735 730 1� O Qj 00 o O 4Z m� t -4 Z °� 4 k oil 0 L%4 O ,w w_ c- JOB&,.- 04-f58 DWONO..• 04- 158S T-PH2 DA TF - A01VWNBr,- ✓t/ CHEOMD B K YKII Sh$Er �5 OF 27 SHEETS jw 11 2 `2 V rf 00 r4 8 fn Ln roll c: E -*-0* E can 00 Ln i coNSrRUCr�oN A U1 CONS 7RUC T 6 CURB & GU TTf III PER C.0.8. S TD. DWG. S -1 W15# NODE STANDARD TYPE SIDEWALK PER SM DWG S-J (LIKESS OTHERWSE N07ED) O2 CONS TRUC T WHEEL CHA IR RAMP PER CAL TRANS - S M- WG- RSPA 88A 3 CONS 7RUC T TYPE *`II " CATCH BA SIN PER C.O.B. S 7D. DWG S -12 CONS 7RUC T SUR VE Y MONUMENT ENCA SEMEN T PER C.O.B. S M. DWG S-29 INS TA L L 9500 LUMEN STREET L IGH T (UNLESS 0 THER WSE NOTED Pf 7R C.O.B. S M. DWG. S -3> + INSTALL STREET NAME SIGN DJOI)D11crn T. nr. wd Y 8 Iss PROPOSED SEWER s'� //� � v fSD PROPOSED STORM-DRAIN 0034 r„ A �G.c� GUTTER FLOWLINE CURVE TABLE CURVE 0 z MW DELTA v- (/) 35.00 37.87 c C2 L0 84000 m C3 11.25 35.00 5.68 18'*25'14" C4 131.69 320.00 66.79 23*34`47" C5 F-_ 20-00 17.77 83*1437" C6 8 Iss PROPOSED SEWER s'� //� � v fSD PROPOSED STORM-DRAIN 0034 r„ A �G.c� GUTTER FLOWLINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA ci 57.74 35.00 37.87 94*30'52" C2 172.30 84000 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*1437" C6 113.12 320.00 57.16 20'01515" 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. C10 194.92 42-00 45.11 265"54"26" C11 29.68 20-00 18.34 85*01'45" C12 28.431 _20.001 1,7.22 1 81 *27'05 to GFL CURVE DISTANCES A-I 01�,00 / �sJ F 4.0 Ji III 00 /> 10I .6" 4i 11 uj U 144; a_ Z O ] �i :c C) z C) 0 0- 0 + oil- 00 w 0 add +I L0+ oa o '14. 1 0E■ HORIZONTAL: 50' VERTICAL: 1"40millow 5' 3 J.-�� \ � k\ X 98: 4i. 4 0 42 00000 o FL 5+93.14 N - FL 6+44.03 S GB/POC 4S � 57.74' DWO NO., 04- 158STPW 7.75' 05130106 35.53' ✓v 11.25' YKY 29.06' fi 29.06" 7.75' 19.87' 29.06' 10 29.68 11 29-06 @ 28.43 A-I 01�,00 / �sJ F 4.0 Ji III 00 /> 10I .6" 4i 11 uj U 144; a_ Z O ] �i :c C) z C) 0 0- 0 + oil- 00 w 0 add +I L0+ oa o '14. 1 0E■ HORIZONTAL: 50' VERTICAL: 1"40millow 5' 3 J.-�� \ � k\ X 98: 4i. 4 0 42 00000 o FL 5+93.14 N - FL 6+44.03 S GB/POC 4S � VER � bti O O M � j tyx .trj >U 00 00 w 0 W HORIZONTAL: 1"oddlMill 50" N VERTICAL: 11'= 5' Li M < Vq�Ro CL 0&/VyAtE� V JAC CpPFti ls�p��c� FiV M 1 + 0 11 . . . . . . . . . . 760 .............. 760 (PRIVATE) 1* • ctom' LO 0 co rill o :c6 CD co rt) to to J0 to to r-1 + 755 0:: m Nm m 755 • M 0 UJ u- ........................ ................. U- co • ........ 750 .........•.... 750 ............... ............................... .......... . 11"doolm-00I 745 __ .................. 745 omw -d"i 4 a EXIST GkOULND *AT* GUTTER FL (LT) ....... 41 41 ..... • 0 4 . . . . . . . . 740 ;................. • ......... . 0.5 740 PROP GUTTER FL (LT) 735 ........ 0. ......... . . . . . . . . . . . . . . . . . . 735 1+00 2+00 3+00 NOR TH FL OWL I PROF /LE 760 ............................... ............................... -760 • 4141 • LO 1%j_ 00 0 co co to LO a a LO r%--. CID cn to 141 to V) III + + 755 ......... 755 m m m 0 .j 0 Jo 0 • im U,•! U. w . . . . . . . . . . . . . . . . . . . . . . . . U- 750 ..................... ......... ...... ........ 750 • ............ .......... ......... .......... 745 .......... 745 11 -olill p-dlisix-ol EXIST GROUND AT 'GUTTER FL '(RT) ..... .... 740 . . . . . 0 0 4 0 6 0 0 . . . . . 740 4b PROPOSED GUTTER • FL- (RT) 735 .......... ....... ... 735 1+00 2+00 3+00 sou TH FL'OWL/NE PROOF /LE 137 Lv l�� �� cv, 0N I W 10 44� 0- Z O 0) ,� O � O NN W U 0 411 W4 %17 v � m� ui " o N A Q) 00 NO! NQ QhQv ��Qv O � Ow �W V� m �y JOBNo.: 0 DWO NO., 04- 158STPW DATE. - 05130106 DRAWNBr., ✓v CHEOffED B K YKY SHEET �`+ (J OF 23 SHEETS C3 SD C7 '0I 3 4% <� N 18» SI) 2 C) 0. W C.7 o w C7 MN 28 C7A z Lif Id- z tort C4I 0 ~`` LyoN C) LO L0 M 00 ul' PLA E Ccn j-"js SHT) z 0 0 LO * %*- m PO 0 141 LO 0 + 04 SEE 0 to c 0LO 0 * CD C> + 00 4qt + .44- + c`4 r*__ rn. + D r*-,- co C1 + + 04 + + LO U- W J CL LL. c< L0 U .J U J U ._.l -J -J UJ LL. m LL_ w U. m 4141"! �= u- 0- .............. ...................... ...................................... 755 755 ....... • (PRA VATL) • . . 4141..... 4141 .0 ....LO ..41 . ........ ......o C> fn LO n c.o ..- D ..... p'. 11,10 41 to + co o (0 co 6 O+r 00 ;�............. 00 n cm +......... . . . . . . . . . . . 750 750 m U. m U. 0. Li M 0 w LL_ m . . . . . . . . . . . . . . . . . . . . j . .. . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . LL_ 745 ....... . ....... ......... 00. a ............... ..... 745 ..••••••. • •••..♦♦. _4141. . . . . . . . ••••..• EXIST GROU-Ill . . . . . . . . . . . . . . . . . . •b • AT W TTER - FL (LT) 299-08' 740 do. ON. CURVE .................. . .... ................... 740. .......... **do ... • PROPOSED GUTTER FL ( . . . . . . 735 735 .......... 4 ........... • ...... . . . . . . . . . . . RR0,00SZ.-0 CA-,r61%1 9AS1N---. . 4141 . ' . . . . . . 0 . . . 730 730 * . 0 * . . 6 . . . . . . . . . . . . . 1+00 2+00 3+00 4+00 5+00 6+00 7+00 N oR TH F-1. Ol�l/L/ NE PROF /LF IDENTICAL POINT 41600 755 755 ....... • ♦ • • • 111 • • • • • • • • • • • • • . . . . . . .1,e) 00 IN a r*,%. LO a rw__ rl*- LoI�; 00,q- Lo qq- (0 n to LO to LO cq LO LO + * .44- rej to cn + 0 a, 0 r*-- r"') rn ol ♦ 0 • . ♦ 0 # • 0 • 0 • 6 • + LO to m + to r*-. • + CD ci + # ; 00 c 00 n + 750 750 ... do .......... 4'' ..+,r . . # • # • # . . nm w cr nw j v*m W LO U_ M u") LL. CL co ♦ U. CL u_ a- LLJ LIJ M LL_ U. m .......... ........ LL_ m . .......... 0 0 0 0 4141 745 745 ......... 113.12 ON EXIST GROUND ...................... ...... .................... •C.U.RV.E... AT' GUTTER *PL* (LT) I I 8 _j ,........................ 7 4% *.too ..... ......:t. ............. 740 740 .... ........... . 131.69* • ...... ...... . -ON CURVE 46 -7 472' .6#.# ...... ....... ...... • 0, 9 2,4�, PROPOSED GUTTER a 735 ......... ......... *Oeo*. -(RT-)- ........ FL 0 735 og, PRJOPQSED. GUTTER .................. • FL (RT) CA 70. 0 # . 0 . 0 ....... ...... 730 73 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SOUTH FL 0WL /NE PROFILE VER � bti O O M � j tyx .trj >U 00 00 w 0 W HORIZONTAL: 1"oddlMill 50" N VERTICAL: 11'= 5' Li M < Vq�Ro CL 0&/VyAtE� V JAC CpPFti ls�p��c� FiV M 1 + 0 11 . . . . . . . . . . 760 .............. 760 (PRIVATE) 1* • ctom' LO 0 co rill o :c6 CD co rt) to to J0 to to r-1 + 755 0:: m Nm m 755 • M 0 UJ u- ........................ ................. U- co • ........ 750 .........•.... 750 ............... ............................... .......... . 11"doolm-00I 745 __ .................. 745 omw -d"i 4 a EXIST GkOULND *AT* GUTTER FL (LT) ....... 41 41 ..... • 0 4 . . . . . . . . 740 ;................. • ......... . 0.5 740 PROP GUTTER FL (LT) 735 ........ 0. ......... . . . . . . . . . . . . . . . . . . 735 1+00 2+00 3+00 NOR TH FL OWL I PROF /LE 760 ............................... ............................... -760 • 4141 • LO 1%j_ 00 0 co co to LO a a LO r%--. CID cn to 141 to V) III + + 755 ......... 755 m m m 0 .j 0 Jo 0 • im U,•! U. w . . . . . . . . . . . . . . . . . . . . . . . . U- 750 ..................... ......... ...... ........ 750 • ............ .......... ......... .......... 745 .......... 745 11 -olill p-dlisix-ol EXIST GROUND AT 'GUTTER FL '(RT) ..... .... 740 . . . . . 0 0 4 0 6 0 0 . . . . . 740 4b PROPOSED GUTTER • FL- (RT) 735 .......... ....... ... 735 1+00 2+00 3+00 sou TH FL'OWL/NE PROOF /LE 137 Lv l�� �� cv, 0N I W 10 44� 0- Z O 0) ,� O � O NN W U 0 411 W4 %17 v � m� ui " o N A Q) 00 NO! NQ QhQv ��Qv O � Ow �W V� m �y JOBNo.: 0 DWO NO., 04- 158STPW DATE. - 05130106 DRAWNBr., ✓v CHEOffED B K YKY SHEET �`+ (J OF 23 SHEETS I ��