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HomeMy WebLinkAbout1.1-6421 Ph 1 Record DrawingBENCH MARK: I UI' OF BRASS CAP ON CONCRETE MONUMENT IN LAMPHOLE FOR TRACT NO. 3915 ON AUBURN OAKS DRIVE AT TRACT BOUNDARY (STATION 14+17.90). U.S.G.S. ELEV. = 845.57. FILED IN THE OFFICE OF THE CITY OF BAKERSFIELD PUBLIC WORKS IN MONUMENT LIST FOR TRACT NO. 3915, DATED 3-19-80. SHEET INDEX 1. COVER SHEET 2; GENERAL NOTES 3. PLAN 8; PROFILE AUBURN OAKS ST. A� 4. PLAN & PROFILE AUBURN OAKS DR. & SEALARK CT. 5. cR PLAN & PROFILE COZY CT. & MYBRYN CT. It PLAN & PROFILE MITHALIA WY. & ALLEYS 7. PLAN & PROFILE BIDDEN PL. `8. R-,�, AUBURN STREET & STRIPPING DETAILS 9. f ) DETAIL SHEET runTwc. 1. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 2. DRIVEWAY APPROACHES SHOWN ON A SEPARATE DRIVEWAY MAP. DISCLAIMER NOTE UTILITY LOCATIONS SHOWN HEREON ARE .APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Avoid cutting underground utility lines. Its costly. T Call before you Dig 1-800-227-2600 UNDERGROUND SERVICE ALERT (USA) e PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES; EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1-800-22.7-2600 ENGINEER'S STATEMENT I HESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUIDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTION REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. CARL R. MORELAND R.G.E. 17169 REVIEWED BY: CITY TRAFFIC ENGINEER AS,910AIef PUBLIC WORKS DIRECTOR APPROVED BY: !r�a(el EXP, G-30-2007 RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RECOP, D ORA 1/1// AIGS 2 !3 0? DATE DATE DATE VICINITY MAP N.T.S. 40 39 38 3?j 36 35 34 1 33 32 SHEET 7 BOOEN PLACE 4' 42 43 44 26 27 28 29 30 31 1~ 48 47 46 45 W 2 SHEET J 25 24 I 23 22 21 20 S I!l— Ui MYBRYN COURT SHEET E MITHALA WAY a' �49 50 51� - —' — c1 14T15 18 17 is 19 U? I I X ;i4 53 55: '-` o r SHEET 5 W— r' W < W _-ia Lj U o �\ OZY_CGURT 13 55 56 57 z SE w wi m 6o 59 58 1 2 SHEET 4 AUBURN OAKS DRIVE I W W UESNi1AWD P-: I 11- RENMbERY I I W S O 0I FSH9 m 12 1 it 1 10 9 8 SHE, ET \ ALARK COURT 3 1 4 1 5 1 6 1 7 0 - ` - SHE17T 8 - AUBURN STREET 1" = 200' N0. DATE DESCRIPTICtl Lco JLLJ Q 14 w a CL ca qrw° CNI z q. tc► mi is an 0 FM 2. LuI �u■r UJI 1 Cni N, J09�No.:05009 00 DWG' No.: 0501;9 sly DAT f� 0� ,2810/ I n N I IYA(fD BY ---- MV SHUT 0f- 9>EErs W z 11111 f I CO �11 `1 fid" I� W � y '` , IL \1 Irl N Lo s: a. 0 r �1 W-1 Z �V CL crl t4 a c) C� l r0 � m Lco JLLJ Q 14 w a CL ca qrw° CNI z q. tc► mi is an 0 FM 2. LuI �u■r UJI 1 Cni N, BY J09�No.:05009 DWG' No.: 0501;9 sly DAT f� 0� ,2810/ O` n N I IYA(fD BY ---- MV SHUT 0f- 9>EErs W z � W z a N `1 fid" W '` 0 Z BY J09�No.:05009 DWG' No.: 0501;9 sly DAT f� 0� ,2810/ ORA yON BY.• I IYA(fD BY ---- MV SHUT 0f- 9>EErs Z Z rr C GENERAI- NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE 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. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE 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 THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. STORM DRAIN PLAINS ARE SHOWN HEREON. 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPEC. 8. PRIOR TO THE START OF ,ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 9. MORELAND CONSULTING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY MORELAND CONSULTING INC. 10. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TEST SHALL BE DETERMINED BY THE CITY ENGINEER. 11. STAMP AN "S" IN CURB FACE OVER EACH SEWER LATERAL. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POST WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING 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 POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS, S-1 CURB & GUTTER S-3 SIDEWALK S-4 RESIDENCE DRIVEWAY ST -6 PAVEMENT PATCHES S-8 FRAMES & COVERS FOR MANHOLES S-12 CATCH BASIN TYPE "A" S-25 STREET SPECIFICATIONS S-27 STREET CROSS SECTIONS S-29 SURVEY MONUMENT ENCASEMENT S-31 STANDARD STREET LIGHT S-35 STANDARD 6' WIDE CROSS GUTTER S-40 STANDARD STREET SIGN (POST TYPE) S-14 GUTTER DEPRESSIONS S-21 TYPE "B" MANHOLE S-36 MEDIAN CURB S-11 STANDARD CHAIN LINK GATES S-10 STANDARD CHAIN LINK FENCE RSPA88A STANDARD HANDICAP RAMP PER CALTRANS 2006 REVISED STANDARD PLANS GENERAL NOTES - ASPHALT CONCRETE 1. ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STATE OF CALIFORNIA (CALTRANS) STANDARD SPECIFICATIONS (HEREINAFTER "STANDARC SPECIFICATIONS") AND THESE SPECIAL PROVISIONS. 2. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOF' THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AG(-,REGATE", OF THE STANDARD SPECIFICATIONS. 3. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STAN)ARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 4. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT" IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 5. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNI CTIONS. 6. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95%). 7. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL. BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. 8. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 9. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATES THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95%), BUT ABOVE NINETY-TWO AND NINE-THENTHS PERCENT (92.9%), THE CONTRACTOR WILL BE ADVISED THAT HE CONTINUE UNTIL THE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT, ASPHALT CONCRETE SPREADING OF'ERATONS SHALL NGT CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENTS THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION, 10. IF TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (93%), THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. 11. PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO CITY ENGINEER THE FOLLOWING INFORMATION. A. THE AGGREGATE AND ASPHALT SOURCE; B. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.01, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) "AGGREGATE", MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CAL FORNIA TEST 367. THE LABORATORY TEST RESULTS SHALL ALSO MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGR'EGATED", OF THE STANDAR SPECIFICATIONS. IF THE SUBMITTED DATA SHOW THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE: UP TO THREE (3) YEARS OLD. 12. THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE --HALF PERCENT (4.5%) TO FIVE AND EIGHT -TENTHS PERCENT (5.8 %) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY. 13. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATION OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (6%) AND EIGHT PERCENT (8%). 14. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS. C; 15. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY E=ITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND). B. REMOVAL AND REPLACEMENT, OR 16. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE SELECTED BY THE CIT" ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF USED, THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 17. IF ABRASIVE GRINDING IS USED TO BRING FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LOGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND .AREA. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM 1-0 THE REQUIREMENTS IN THE FIRST PARAGRAPH IN AND IN THE LAST FOUR PARAGRAPHS IN SECTION 42-2.02 "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS, 18. WHERE THE COMPACTED THICKNESS IS 0.15 FOOT OR LESS, HALF -WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE ENID OF EACH DAY'S WORK, THE DISTANCE 'BET'WEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAT CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RACKED, AND COMPACTED TO FORM TEMPORARY CONFORMS, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA`r BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 19. WHERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FOOT, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES, HAND RACKED, AND COMPACTED TO FORM TEMPORARY CONFORMS, KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING OPERATIONS RESUME. THE AREA WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. 20. A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACEMENT OF ASPHALT CONCRETE. 21. INTERSECTIONS ,AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, ADDITIONAL ,ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 22. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95%) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. 23. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED B": A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LAE30RATORY TESTING, ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 24. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE (95%), BUT ABOVE NINETY-TWO AND NINE -TENTHS PERCENT (92.9%), THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT' HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT, ASHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF' THE ADJUSMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. 25. IF THE TEST RESULTS FOR ANY LOT OF OF ASPHALT CONCRETE INDICATE THAT THE: RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (93%). THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. RECORD DR/-vv\tsN(�S No. I'llm 1 �3 NO. I DATE DESCRI P Ti C f J BY NEER"�R 111 C) wLi J09 No.: _- 05009 DWG' No.: 0 DATe_ 0-/ x79/07 DRAWN BY.• .H CHf �1'KED 9Y CRM SHEET 2 01" 9 S'llffi'S M O C; Q` p cM� CZ J09 No.: _- 05009 DWG' No.: 05009 ST DATe_ 0-/ x79/07 DRAWN BY.• CHf �1'KED 9Y CRM SHEET 2 01" 9 S'llffi'S 92 GRAPHIC SCALE 50 0 25 50 100 200 37 ( IN FEET ) 1 inch = 50 ft. 96CDl� D DRlP!w-TNC,S mo CID,�� RFFti �Q 9y Lu U O^ T Cr No. 17169 3) Exp, &3a� �q C1 Vii CAI�`'� �1 NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A _ MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. 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W...............:..... a.W ..........Q. ......:.. �.� W > 855............................................................................ Cl a J...........: 855 ,._ } (n w 0 ui w In _ 0.618% \� L - V)a Q ~ EXISTING GROUND 0 EAST FLOWLINE CROOSS-I CUTTER EXISTING GROUND 0 WEST FLOWLINE W - J W 850........................................................................F-.............. ............. ............ ....... ........ ......... ......... ...... .......................... ......................................................................:........................ .. .. .............. (350 Ld LIJ PROPOSED WEST Of - :1 FLOWLINE PROFILE 1.1090 d ( w PROPOSED: EAST FLOWLINE PROFILE 8 4 II.I!.......... x ........:........................ �. :....................... 5 .................................... ....:..............................................................................................:...............................S"TA: 12+98:2'4 .STA: 11 +27:15 " 845 Lu :11 N� X u W POVC ELEV. = 851.91 PIVC E' -EV. = 848.66 Lcr)0 a C F- : / rn Com \ � II II N U) (rD0 NM ? x Co 06 > U .....U'............ �... 865 :............m.............:.....................',......:.........................+...:................�ar...................,�................................................................................:...............................:...............................:...... : 865 !o 00 m mCo C-4 Ly- 2,242Z Y2.24q �` FQ- `; e w + u) N + Loo Cr N p U > _ () m to (n w F- J C O O) - O r W p U)w II II +d II 11 M w %Jj N V - U " N m .- � m ............. .. W ......................:...... . 860-�..... ....Ix.0................................................................................._...,,..... ........................... :--.... to Lo :..........:� �......................................... ..:.�z.¢.... ........... ^..._...�. m ........:.... > ...... ...... 860 Q > U I- m Z j ps : V) 0 II U) w : II : N cv + + (Nn a) II Lo qt w 0= ujo �� S GUT R `"`- w a> w �q� II II '�� J N > N Do -TE_ F -w c1 -I "�� m (� (/� N \oi 1:6999, w : `� : II > II : II w + ± 00 ,n Cro m dao 00 II' vw U� J ¢L Co F- -j Qw QU moo : T II (A �o (tip w... x II w v�.....Qw �w �w v~ia II II u') Co r� a� - 855 J. .............. w w................................................................ �.... ......... ...................<w..................P- ...... ........ ... 855 OSa e O N II w � ....... � � � CR� 1.73 �9.,... � � (n w + > ± tl � " Ii �> C31 w CV J > w II rn ; O. S -GUTTER 0!472% w ^ w II > - m I s _ I 1_.511% _ II ~J U)w N Q (n w �w - ao (n I2.0922850�...:.................... .... .................................................U............. :...............................:....... .......... .........................c~n..a 850 .. N _ STA. = 32+98.24 STA. = 11+27.15 J w POVC ELFV. = 851.99 PIVC ELEV. = :848.48 1.1BOq, w Lo ................................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:............................... CURVE TABLE ,L CURVE DELTA LENGTH RADIUS TANGENT Cl 90422'51' 47.32 30.00 30.80 C2 89°58'27' 47.11 30.00 29.99 C3 90°00'00° 31.42 20.00 20.00 mo CID,�� RFFti �Q 9y Lu U O^ T Cr No. 17169 3) Exp, &3a� �q C1 Vii CAI�`'� �1 NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A _ MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET SCALES CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE H0RIZ: I" = 50' STATIONING, VERT: I„ = `i' uj r � UF- 3F gW gw LIQ w w w gw � = w J i t= aw- > F- Q rm w� M x Jw v Ow a 0 w m w I Qw w x W a z3 m (n x m 0m m (n v m z 3 \ Ul O F- a \ m n U M7 N O L`'I N O� -t 0m O W U i N m zIn 6�i LLID r Z 1-�2 d U IY z w 26' N N + + ~ (D 26 26' 0 (6 o + to o ~ N % 26' + N ( o a 17 m N c`�i 26 I-II Goo o+ 00 °D 11 + `D II II Cr0 a y 26 - No + + ' } r I 0 r 1 Lo to ci I N N Q a II II.� , 8' 100 8 I II Q vi , $ -� II II + a c� o + �d II N 3 ~ o + + a I U) ►- a II + II a II V) o NilZl Q 26 �N25 a u*' 14 13 ,a N 2 ��a � 1 N d a I U" Ln a o J Lo V) OL4. ID 01 9 ft2 2❑ - - ---- -� 13H4 313H o iv _ $D I w p 21 N 20 9 18 17 16 15 14 13 �' 12 N 111 1 a - -' - �� �`.�- I cn � '©--- LI Ill-- o N 2❑ I x LTJ - N 1 0 313C1 `� `14 of m PAINT 12" LIMIT LINE N I USING THERMOPLASTIC w J ® B \ PAINT PER CALTRANS vzi d I 9 26' �� STND. SPEC.. `- 1�.- 8010-21C-19. d I z � o m c v d I 18_ - W I Fli U ?_6' -� 30' e ` R -1 1 I ~ (m z c� DESIGNATED REMAINDER + 18 U m Of N N , 8. 8 1 W m 51 N 52 I 1 s' W m 57 z w N 58 30' a m ! I a p m N o 04 NF- v F- c_0 U I I d d (I w Co + + I "' + CoCs 8' I v `�' o + w I 20' m co f I 8 w U� C14 N w cn N N O I + zw � } O Ody T N N 2�' (O d U I w V) Z m Q ai + 26 00 + 4 v to + w U Cj p r) r- II tit O x to + + II N v to l Z II W I *- ! 7 d + N I w �� O U 4 N a W 26 II ¢o d 11 F. N a a I I II II a I 3 I fwL m ofof LU II U) t~!) ~ N H + t V) Q C 1 Liz N II II F- (o m Z V) �j F- d u II INSTALL 180 L.F v Ln Co ao o I (o It d Q �. �+ a Ll Z V) r �' x N U) a v~i OF 18 R.C.P. m `� m cj Cn Q cn L= U x 8 C+o II II FL w cn cn F- (n - II L) J a LAJ z z (n a U w 11 F- la- N = II Y w �/ M U ca c CT w lit = cn m �; Cn Q LJ cn l + ►- z v� w raw N +�w O I a U (� W rn N ++ 8 to (J7 i II U Z [D (J� + (t�+ W n II W I� d � U Lj Q W II (LLJ ~!) H LL 4 iz cJ F- � a \ SUMP F- F- F-- F- F- C) Z) SEE DETSHEET 9U, < 0U, p z z z U) AUBURN OAKS STREET�-� �- I LJ Z o� (5 c) o0 z w m I 0 0 (o LLJ 'j � 20' WIDE ACCESS ROAD _ l -J 00 N 00 U H N 1 , / \~ O W II II II II U C0 - • >._. �, > w I I 15........................................................................................................................................................... 2� LJ_ �� 21 �> 20 19 x x 18........." 17 16 14 4 13 12 11 10 870 0.......�w........�.w.........................................NOp.... ...........�.......... ............... ..--- ------........................... 870 m In W +m : Nar Nr : H� II II II II Cjd m: W r 865 ............. ..... ......... ............. ...........:.:-�..-................ .. �' W............. > �w...................;.................................................. �:..... �....................... ................ ................................. .......... .......................... ......... ................... 865 ..._., �....... F- w Co Co c� is v �. (n w (n w w . �, II x X 2j^8g I II N w- - m m > C6: n H r* N U d v It v > o m m N w 25090 `r" 00 ao a(O Y H 4 (Ni N = °r' r � ti U) U � Co �4 04 � � :................... I :11 m Mi W N �`' d+ ,r aD �i N (o ao m > r o • m U 860 ............................ "_:..-.......................:..............................I.......+10........X..........+,d)... +..........................mom...... w....... 4n..).. w.............. ("36� (x100 ul Q w (n ar � M Co N II........... .................:...... .......:.. T � Il...... �� rn Z. �Q qt r - J J = II II If II N+ Lo J co cQ � Co 11 + o) V) to Q w Q (n II: II w Co v ri c0 11 CRO S�9 \ (nw W ¢i.; aw Qw II II :II w +(n +� n w +p GU '`"� ,,,,w in ILI F^ -1 F- J F_ .J Tao m N > L1 J v ao TIER w (nw �w (nw dw e> +� II L�It 1. $009,' "' , , F- w sn a II II II w d c) a II Co UJ II > U '.� ............... ..... W...............:..... a.W ..........Q. ......:.. �.� W > 855............................................................................ Cl a J...........: 855 ,._ } (n w 0 ui w In _ 0.618% \� L - V)a Q ~ EXISTING GROUND 0 EAST FLOWLINE CROOSS-I CUTTER EXISTING GROUND 0 WEST FLOWLINE W - J W 850........................................................................F-.............. ............. ............ ....... ........ ......... ......... ...... .......................... ......................................................................:........................ .. .. .............. (350 Ld LIJ PROPOSED WEST Of - :1 FLOWLINE PROFILE 1.1090 d ( w PROPOSED: EAST FLOWLINE PROFILE 8 4 II.I!.......... x ........:........................ �. :....................... 5 .................................... ....:..............................................................................................:...............................S"TA: 12+98:2'4 .STA: 11 +27:15 " 845 Lu :11 N� X u W POVC ELEV. = 851.91 PIVC E' -EV. = 848.66 Lcr)0 a C F- : / rn Com \ � II II N U) (rD0 NM ? x Co 06 > U .....U'............ �... 865 :............m.............:.....................',......:.........................+...:................�ar...................,�................................................................................:...............................:...............................:...... : 865 !o 00 m mCo C-4 Ly- 2,242Z Y2.24q �` FQ- `; e w + u) N + Loo Cr N p U > _ () m to (n w F- J C O O) - O r W p U)w II II +d II 11 M w %Jj N V - U " N m .- � m ............. .. W ......................:...... . 860-�..... ....Ix.0................................................................................._...,,..... ........................... :--.... to Lo :..........:� �......................................... ..:.�z.¢.... ........... ^..._...�. m ........:.... > ...... ...... 860 Q > U I- m Z j ps : V) 0 II U) w : II : N cv + + (Nn a) II Lo qt w 0= ujo �� S GUT R `"`- w a> w �q� II II '�� J N > N Do -TE_ F -w c1 -I "�� m (� (/� N \oi 1:6999, w : `� : II > II : II w + ± 00 ,n Cro m dao 00 II' vw U� J ¢L Co F- -j Qw QU moo : T II (A �o (tip w... x II w v�.....Qw �w �w v~ia II II u') Co r� a� - 855 J. .............. w w................................................................ �.... ......... ...................<w..................P- ...... ........ ... 855 OSa e O N II w � ....... � � � CR� 1.73 �9.,... � � (n w + > ± tl � " Ii �> C31 w CV J > w II rn ; O. S -GUTTER 0!472% w ^ w II > - m I s _ I 1_.511% _ II ~J U)w N Q (n w �w - ao (n I2.0922850�...:.................... .... .................................................U............. :...............................:....... .......... .........................c~n..a 850 .. N _ STA. = 32+98.24 STA. = 11+27.15 J w POVC ELFV. = 851.99 PIVC ELEV. = :848.48 1.1BOq, w Lo ................................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:...............................:............................... NO. I D.4 TE DESCRIPTfON BY F i NEER pcU. O J d a N =• a w I L o ` d w C o �d (o Z rn DWG No.: ,L �a zr V8/07 �7.L.H. CH0,CED BY.• CRA! SHEf- T 3 OF 9 LZ N W Q 1 ul v Qw a m a Q a (n �7• In ^ d Iq CIE Cr Q h do U M M p U) w Cr Lo Ln o r� O N (n Ll F- Z U) � U z a d m Cd W 0 rj O O dd Q U CJ U w Q U U d w u z w a wQ� a Cl - w w F- Leri a d I -j z F- F- aLj � m f� w 2 S a F-- y Z LJ Z J G7 J rn Lwil uiiw LLI 2 U m C5 y O J Ch cr U 0: = z O Ul Vi J w 0 U Q rr a z z z w Cd :2a W L'I X m IY w IY j J -1 d li N w 11 V) WF- © C~ i- LJ C] r W Cn 00 T -' F- I- U O U U U uj U) 0-j Z J Z r Z) U7 IY do 0 a_ i- _J a , s Of F- Of I- N L1 Z o 'A F - V L z z Y z 47 LJ 0 LJ on M E H H _J Q Q rn NO. I D.4 TE DESCRIPTfON BY F i NEER pcU. O J d a N =• a w I L o ` d w C o �d (o Z JOB No.: 05009 DWG No.: ,L �a zr V8/07 �7.L.H. CH0,CED BY.• CRA! SHEf- T 3 OF 9 LZ W Q v Qw Q r. VQ �7• wI ^ Iq CIE h JOB No.: 05009 DWG No.: 05117,99 ST DATE.- MAW BY.•_ zr V8/07 �7.L.H. CH0,CED BY.• CRA! SHEf- T 3 OF 9 SHEETS 50 SCALES HORIZ: 1" = 50' VERT: 1" = 5' 2c-coR 0 AUBURN OAKS LANE GRAPHIC SCALE 25 50 100 200 ( IN FEET ) _ U 1 inch = 50 ft. rL W -j u_ < w mCoJ + D BOUNDARY, Ci LI�IF ��� o o W ` III ± 'V® + ' ) 00 59 V)M 1,�2�-p 'ii I a ) nl III, r A rn � iii 7,74 // 9 C3 I 8 + - EXISTING CURB, GUTTER & SIDEWALK # C4 I 3 m 9 �OUm U C� EXISTING AUBURN OAKS DRIVE 00 0 w U m m PER TRACT NO. 3915 + m \ u- rr +z M + Ln DESIGNATED " cnr mW o REMAINDER II Q ¢ N r � V) CURVE TABLE m U W CURVE DELTA LENGTH RADIUS TANGENT C1 90000'00' 31.42 20.00 20.00 C2 90000'00` 31.42 20.00 20.00 C3 03020`54` 21.62 370.00 10.81 C41 03048'46' 21.96 330.00 10.98 GRAPHIC SCALE 25 50 100 200 ( IN FEET ) _ U 1 inch = 50 ft. rL W -j u_ < w mCoJ + D BOUNDARY, Ci LI�IF ��� o o W ` III ± 'V® + ' ) 00 59 V)M 1,�2�-p 'ii I a ) nl III, r A rn � iii 7,74 // 9 C3 I 8 + - EXISTING CURB, GUTTER & SIDEWALK # C4 I 3 m 9 �OUm U C� EXISTING AUBURN OAKS DRIVE 00 0 w U m m PER TRACT NO. 3915 + m \ u- rr +z M + Ln DESIGNATED " cnr mW o REMAINDER II Q ¢ N r � V) U m O � ap U L0 w + " II 00 U) D kA LAI I IV Q$ 22 22 30' 30' STA. = 10+00.00 W STA. = 13+86.24 N IZ- AUBURN OAKS -5T. rw�,�Q. Mc►9F� �y� No. 1716 E xp q CiVI� �Q �OF CrFi�F° NOTES: 1. 95% COMPACTION RECUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOVJLINE STATIONING. Corr CT. STA. = 10+26.00 PI X -GUTTER STA. = 10+00.00 E STA. = 15+40.24 N iZ- SEALARK CT. W ujF- Co� Y= Qco OW Ldm Q 22' 22` m 30' 30' 0 w Q w -...� TABLE m U W 11 .----- m m '* 00 o Cm's u') O a 0; + n O0iO + 00 + O + �' Q r II 58 HIn II Q IN \ ' 42.00 V 13 + 12 + � 42.00 351.28 C5 O a 42.00 15.44 IQ r � 40°22'05' 29.59 9 0 C7 O 63.16 0 39.28 Of D U _ 10°37'35' 7.79 O N i M _ 47"09'23' M U m O � ap U L0 w + " II 00 U) D kA LAI I IV Q$ 22 22 30' 30' STA. = 10+00.00 W STA. = 13+86.24 N IZ- AUBURN OAKS -5T. rw�,�Q. Mc►9F� �y� No. 1716 E xp q CiVI� �Q �OF CrFi�F° NOTES: 1. 95% COMPACTION RECUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOVJLINE STATIONING. Corr CT. STA. = 10+26.00 PI X -GUTTER STA. = 10+00.00 E STA. = 15+40.24 N iZ- SEALARK CT. W ujF- Co� Y= Qco OW Ldm Q 22' 22` m 30' 30' 0 w Q w SEALARK COURT -...� TABLE N 11 .----- .......,. Co TANGENT +g a 31.42 20.00 20.00 o a L6 I 33.00 N C3 10°37'35' ' 42.00 V 13 + 12 + � 42.00 351.28 C5 O a 42.00 15.44 IQ r � 40°22'05' 29.59 w U w C7 O 63.16 0 39.28 Of D U _ 10°37'35' 7.79 O 3.91 C9 _ 47"09'23' M 33.00 14.40 C11_ C12 _ 36°52'12" 12.87 53"07'48' 18.55 20.00 20.00 6.67 10.00 X 00 I v + + I n .I I 2 u M © II SEALARK COURT -...� TABLE N 11 .----- .......,. Co TANGENT I 90400'020' 31.42 20.00 20.00 C2 47"09'23' 27.16 33.00 N C3 10°37'35' 7.79 42.00 V C4 86"09'43' 63,16 42.00 351.28 C5 O a 42.00 15.44 C6 40°22'05' 29.59 w U w C7 O 63.16 0 39.28 Of D U _ 10°37'35' 7.79 O 3.91 C9 _ 47"09'23' M 33.00 14.40 C11_ C12 _ 36°52'12" 12.87 53"07'48' 18.55 20.00 20.00 6.67 10.00 X 00 I v + + I n .I a o I 2 3 II © II h V) ¢ N N C:) F N F- U) SEALARK COURT U m U � ¢ W Oi v� v) + r O N p +1 (11 Lo 10 + 9 IB � J D 11 1 + 11 T Q U O ¢ f - Ip II I ul II d U) J i Q� v, r (n �• 1 13/ 7 BOUNDARY LINE LEGEND AUBURN OAKS DRIVE • EXISTING MONUMENT go CONSTRUCT STD, SURVEY MONUMENT ENCASEMENT PER C O.B. STD. S-29 SEALARK COURT sO PROPOSED SEWER MANHOLE EXISTING SEWER MANHOLES 13c INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 i3c INSTALL 9600 LUMEN STREET LIGHT PER C.O.B. STD. S-31 M1 CONSTRUCT STD. WHEEL CHAIR RAMP PER CALTRANS STD. RSP A88A 2❑ CONSTRUCT 12 FT. '~VIDE CROSS GUTTER PER C.Q.B. STD. S-35 � o � U CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. S-1 ''' o Lo WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. S-3. oo� - 11 O610 ® CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B.STD. S-12 � °; II .................. 07 08 09 10 + "i 11 12 13 14 INSTALL TRAFFIC CONTROL SIGN PERT T-19 PROPOSED NORTH FLOWLINE PROFILE ❑5 C.O.B.rOB D rw IN © CONSTRUCT A.C. PAVING & BASE PER. SEC. A/9 ON SHEET 9. > EXISTING GROUND @ NORTH FLOWLINE w a PROPOSED NORTH FLOWLINE PROFILE I�Ito w � �7 CONSTRUCT 20 ALLEN' PER C.O.B.C.0.6. STD. S-28 0.300% ; 60% 0.3 INSTALL STREET NAME SIGNS PER C.O.B. STD. S-40 :............................:...............................:.................. 855: W w..........................:............... ; - -:................................... 855 855 ....... .........3:o5Z%- ... .......:......:.... w : M : - I_ o W 3.063° a� W� Oros _ � : J (r!? N N Eri 1.S92q° 0.796% I O a0 WX +XIt / �I � 6 11 O y� t` W : i� W I.E. W t0 -H = 11 + W Irl 00 I + w � cfl HII CoCA� oo w ao rn �m .. U ...�......... m + ,,, m m cp �N 850 ... a > ............. W ��.....850....................:...............................:...............................:.....................850 fit: ..........................:....................................................r ........ _ ...........850........ .... : t~ ¢ w m N W II II O II II r, II : +� v)w atjgc m� O� vN� Q W W� IIw Q L6CN r;W O:LLJ II 30 w� � II +> : : : �m tl�W : V) Nw NW r2 > O > Os w W I > + U h J II w W x II O : II II II cn W N W II ..........................................845 i' o> M. c/} a> a a �5�. �.................................................................+.w..............a....:.....845............................................................................ ............... 845. �.......................................................................r.....r........... ......... r 845........................ . g2q° EX rnw r ow N cn vs ..............: 7% w N II N Q: EXISTING GROUND @ SOUTH FLOWLINE t0 : " FL EXISTING CONC. CURB AND GUTTER D� o+ 1 11 m - a lj .............. .........'F<................................... J................:........................................................................................................................................................................ .. .. ......... � w � � J 0� : m : t7 II ' > 0.6 07 0 08 0:9 10 �T 1:1 aJ 12 13 14 1...................................�W............................................................... ..........................n........................................................................ ..............................................................:................................... :PROPOSED SOUTI-I FLOWLINE PROFILE STA. = 13+72.71 FL/�36 o too > - a - ELEV. = 856.71 II EXISTING GROUND Cap SOUTH FLOWL.INE 0 EXISTING GROUND 0 SOUTH FLOWLINE u o� ¢ w 0.579% w W m PROPOSED SOUTH :FLOWLINE PROFILE V) w __ 0.332%: ...............................:...............................:.........................855:.........................................855........................................................................... 855..........................6%y, ............ ................ �, I Z �� . Z� to x 1,87 Lu oj En ui -H X a � N r W F \ 0.509% � I =II x F- N� II >r- UN mn UK) M C7 rn :.........................................................................t°.m......... .�............:...........:... `.......... �.............:...............................:...............................:.................... I� \ �� wrri \� \�> 11 li .850- . w 3 j���..... ,� 850 850 �..... W �................. .........Q ...........:.........� .... W ....... . Q w Qw0 Lo Q W UL U� w W wN O II +00 II II II w �� m� "� o 000 NJ II II ±W a,? �,;; : NO, DATE DESCR'PTION -J� : Om Qi II W W x II +W �w �w Nw 00 00 II t>D W = W ......................:...............................:. i f/ ............... �+.).........:..........................�.�L.:..... + >......a? >..... m . .� d W U Q 845 �.. a, w W 8 45....................:...............................:...............................:..................... 84.,x• . J.....,, . - - ............:.>.........r..............:............................... . �s 26�q° F�y� : p> II w II w �.� v1 II EnW xryJ p II N m p FL :EXISTING CONIC. CURB AND GUTTER N Lu CURVE TABLE z009 ST `�go CURVE _ DELTA LENGTH RADIUS TANGENT Cl 90400'020' 31.42 20.00 20.00 C2 47"09'23' 27.16 33.00 14.40 C3 10°37'35' 7.79 42.00 3.91 C4 86"09'43' 63,16 42.00 351.28 C5 40"22'05' +_29.59 a 42.00 15.44 C6 40°22'05' 29.59 42.00 15.44 C7 86"09'43' 63.16 42.00 39.28 C8 _ 10°37'35' 7.79 42.00 3.91 C9 _ 47"09'23' 27.16 33.00 14.40 C11_ C12 _ 36°52'12" 12.87 53"07'48' 18.55 20.00 20.00 6.67 10.00 U m U � ¢ W Oi v� v) + r O N p +1 (11 Lo 10 + 9 IB � J D 11 1 + 11 T Q U O ¢ f - Ip II I ul II d U) J i Q� v, r (n �• 1 13/ 7 BOUNDARY LINE LEGEND AUBURN OAKS DRIVE • EXISTING MONUMENT go CONSTRUCT STD, SURVEY MONUMENT ENCASEMENT PER C O.B. STD. S-29 SEALARK COURT sO PROPOSED SEWER MANHOLE EXISTING SEWER MANHOLES 13c INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 i3c INSTALL 9600 LUMEN STREET LIGHT PER C.O.B. STD. S-31 M1 CONSTRUCT STD. WHEEL CHAIR RAMP PER CALTRANS STD. RSP A88A 2❑ CONSTRUCT 12 FT. '~VIDE CROSS GUTTER PER C.Q.B. STD. S-35 � o � U CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. S-1 ''' o Lo WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. S-3. oo� - 11 O610 ® CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B.STD. S-12 � °; II .................. 07 08 09 10 + "i 11 12 13 14 INSTALL TRAFFIC CONTROL SIGN PERT T-19 PROPOSED NORTH FLOWLINE PROFILE ❑5 C.O.B.rOB D rw IN © CONSTRUCT A.C. PAVING & BASE PER. SEC. A/9 ON SHEET 9. > EXISTING GROUND @ NORTH FLOWLINE w a PROPOSED NORTH FLOWLINE PROFILE I�Ito w � �7 CONSTRUCT 20 ALLEN' PER C.O.B.C.0.6. STD. S-28 0.300% ; 60% 0.3 INSTALL STREET NAME SIGNS PER C.O.B. STD. S-40 :............................:...............................:.................. 855: W w..........................:............... ; - -:................................... 855 855 ....... .........3:o5Z%- ... .......:......:.... w : M : - I_ o W 3.063° a� W� Oros _ � : J (r!? N N Eri 1.S92q° 0.796% I O a0 WX +XIt / �I � 6 11 O y� t` W : i� W I.E. W t0 -H = 11 + W Irl 00 I + w � cfl HII CoCA� oo w ao rn �m .. U ...�......... m + ,,, m m cp �N 850 ... a > ............. W ��.....850....................:...............................:...............................:.....................850 fit: ..........................:....................................................r ........ _ ...........850........ .... : t~ ¢ w m N W II II O II II r, II : +� v)w atjgc m� O� vN� Q W W� IIw Q L6CN r;W O:LLJ II 30 w� � II +> : : : �m tl�W : V) Nw NW r2 > O > Os w W I > + U h J II w W x II O : II II II cn W N W II ..........................................845 i' o> M. c/} a> a a �5�. �.................................................................+.w..............a....:.....845............................................................................ ............... 845. �.......................................................................r.....r........... ......... r 845........................ . g2q° EX rnw r ow N cn vs ..............: 7% w N II N Q: EXISTING GROUND @ SOUTH FLOWLINE t0 : " FL EXISTING CONC. CURB AND GUTTER D� o+ 1 11 m - a lj .............. .........'F<................................... J................:........................................................................................................................................................................ .. .. ......... � w � � J 0� : m : t7 II ' > 0.6 07 0 08 0:9 10 �T 1:1 aJ 12 13 14 1...................................�W............................................................... ..........................n........................................................................ ..............................................................:................................... :PROPOSED SOUTI-I FLOWLINE PROFILE STA. = 13+72.71 FL/�36 o too > - a - ELEV. = 856.71 II EXISTING GROUND Cap SOUTH FLOWL.INE 0 EXISTING GROUND 0 SOUTH FLOWLINE u o� ¢ w 0.579% w W m PROPOSED SOUTH :FLOWLINE PROFILE V) w __ 0.332%: ...............................:...............................:.........................855:.........................................855........................................................................... 855..........................6%y, ............ ................ �, I Z �� . Z� to x 1,87 Lu oj En ui -H X a � N r W F \ 0.509% � I =II x F- N� II >r- UN mn UK) M C7 rn :.........................................................................t°.m......... .�............:...........:... `.......... �.............:...............................:...............................:.................... I� \ �� wrri \� \�> 11 li .850- . w 3 j���..... ,� 850 850 �..... W �................. .........Q ...........:.........� .... W ....... . Q w Qw0 Lo Q W UL U� w W wN O II +00 II II II w �� m� "� o 000 NJ II II ±W a,? �,;; : NO, DATE DESCR'PTION -J� : Om Qi II W W x II +W �w �w Nw 00 00 II t>D W = W ......................:...............................:. i f/ ............... �+.).........:..........................�.�L.:..... + >......a? >..... m . .� d W U Q 845 �.. a, w W 8 45....................:...............................:...............................:..................... 84.,x• . J.....,, . - - ............:.>.........r..............:............................... . �s 26�q° F�y� : p> II w II w �.� v1 II EnW xryJ p II N m p FL :EXISTING CONIC. CURB AND GUTTER N Lu F«� _ DWG No.: z009 ST `�go uJ L y Cloo _ CHECKED 9% Q logit d 0. LIJ 08 toy r, Z V J ' 0 a `lb Sic p zLu W _C13 NEEP u O s " � 4J m X _> C O 0% M U j b J _ S/0322, !\ II ✓09 No.. 05009 _ DWG No.: z009 ST DAT£.• 02,A08/07 _ ,024 WN 9Y.• P. L. H. _ CHECKED 9% !_ CRM SHEET Or" 19 SHEETS r SCALES BOUNDARY HORIZ: 1" = 50' LINE VERT: 1" = 5' SEE DETAIL B-5 COZY COURT V V W r7 V U U0 m LJ 0 C m LO u LO m CID rn 53 11 II 52 to Q Q Ln r r to N M - 1 g 1 iv 2 1 + --- 1 I aC) ICZ4 1 IL W Cf) In }- W W QW OV) W W WZw I�X 4 O h ' Irnl 30' CURVE TABLE M CN CURVE: DELTA LENGTH I RADIUS TANGENT 1 90000'00' 31.4a 1 20.00 20,00 C2 47°1 27.16 33.00 14,40 C3 43°03'34' 31.56 42.00 16.57 C4 75°29'07' 55.33 42.00 32.51 C5 37.13'23' 27.29 42.00 1414 C6 75°29'07' 55.33 42.00 32.51 C7 43'03'34' 31.56 42.00 16.57 C8 47°09'23' 27.16 33.00 14.40 C91 53'07'48' 18.55 20.00 10.00 C10 1 36°52'12' 12.87 20.00 6.67 V V W r7 V U U0 m LJ 0 C m LO u LO m CID rn 53 11 II 52 to Q Q Ln r r to N M - 1 g 1 iv 2 1 + --- 1 I aC) ICZ4 1 IL W Cf) In }- W W QW OV) W W WZw I�X 4 O h ' Irnl 30' CURVE III M CN CURVE DELTA LENGTH RADIUS TANGENT ❑ 90°00'00' 31,42 o L9 J C2 III J Q rn W _ w h N + °° 57 0 ilk / U w III N h + 00 16*44'42' Lid rn 04 to + II 00 III + h a rn III 1 � Q vri � to 31°18'02' uJ a N ch° 90 V V W r7 V U U0 m LJ 0 C m LO u LO m CID rn 53 11 II 52 to Q Q Ln r r to N M - 1 g 1 iv 2 1 + --- 1 I aC) ICZ4 1 IL W Cf) In }- W W QW OV) W W WZw I�X 4 O h ' Irnl 30' CURVE III --0500 5'T CN CURVE DELTA LENGTH RADIUS TANGENT ❑ 90°00'00' 31,42 o A� C2 III 27.16 rn W Cr 1f LLJ w 55 m + °° 57 0 ilk / U w Urn III 111 06 N 16*44'42' Lid rn 04 III II"====_ LO 8 1 00 OC!+ n a) a rn co 1 � 37.35 Lo 31°18'02' uJ a N ch° 90 00 33,00 nl C:10 cn d I > a J 111 1 II N 20,00 6.67 cS Z iii III I �. Ln .� m k 4�y N �csGh011 Q ,0„111 I p / _j 55 W 00 % Z Uj,� ON+ ��) U I I�iIiII��II 1 1a IoI o Jn r 0too F- e1 W 0 °' _j W _00 tD cn co II ' . W Z W CI n V V W r7 V U U0 m LJ 0 C m LO u LO m CID rn 53 11 II 52 to Q Q Ln r r to N M - 1 g 1 iv 2 1 + --- 1 I aC) ICZ4 1 IL W Cf) In }- W W QW OV) W W WZw I�X 4 O h ' Irnl 30' 22' it TSTA. = 10+00.00 W STA. = 16+42.44 N AUBURN OAKS ST. Qc"cvnD 02AWWQ5 NOTES: 1. 95% COMPACTION REQUIPED UNDER AND A MINIMUM OF 1.00' EACH SICE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. GRAPHIC SCALE 50 0 25 50 10 ) SEALARK CT. SEE SHEET 4 ( IAT FEET ) 1 inch = 50 ft.. 200 SEE DETAIL A-5 BOUNDARY LINE N) 0 h II a V) W w 0 MOq���ry� No. 17169 = EV. 6-�Jj ) * CtV1ti- �P �Of CAILY MYBY 1N COURT CURVE TABLE --0500 5'T CN CURVE DELTA LENGTH RADIUS TANGENT ❑ 90°00'00' 31,42 o 20.00 C2 47°09'19' 27.16 rn W Cr 1f LLJ w 55 m + °° 57 0 r U w Urn II 06 01 16*44'42' Lid rn 04 + x 1 00 OC!+ n a) a rn co 4.2.00 37.35 Lo 31°18'02' + 11 33.00 N ch° r 00 33,00 4.60 C:10 cn d 20.00 10.00 + 36°52'12' II N 20,00 6.67 22' 15.33 4.2.001 7,75 22' it TSTA. = 10+00.00 W STA. = 16+42.44 N AUBURN OAKS ST. Qc"cvnD 02AWWQ5 NOTES: 1. 95% COMPACTION REQUIPED UNDER AND A MINIMUM OF 1.00' EACH SICE OF CROSS GUTTERS, TO A DEPTH OF 12". 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. GRAPHIC SCALE 50 0 25 50 10 ) SEALARK CT. SEE SHEET 4 ( IAT FEET ) 1 inch = 50 ft.. 200 SEE DETAIL A-5 BOUNDARY LINE N) 0 h II a V) W w 0 MOq���ry� No. 17169 = EV. 6-�Jj ) * CtV1ti- �P �Of CAILY MYBY 1N COURT STA. _ 18+94.24 N STA. _ 10+00.00 W MIT'IIAIJA WY. SEE SHEET 6 7 8 9 10 .................................................................... 9 10 ........ PROPOSED NORTH FLOWLINE :PROFILE .........:...... ............. ............ :.......... ....... EXISTING GROUND 0 NORTH FLOWLINE PROPOSED NORTH FLOWLINE PROFILE EXISTING GROUND 0 NORTH FLOWLINE n- :......... 95.5.: . 93% .s1.117 f60. 855 .................... .......................................................................... ................860:................................ ° ..... ...... ..... . ..Qw 1.4 v , W. ko ar 0) Z LEGEND 1 Ma,.. q:� Urn wcfl it W� �� =w 85.0-.:....................... .......:......Uh-..... �' _ C� Cn ® CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 c m:C) ix D.w U«3.........................c>.......c�........ 8�0 ..................... CC] vy mN mco cc. 11 I II ... 855:. .... .................. Go.....mN....... :......W�r......� l ..... 55 ......... ,,� ,�) x Q s PROPOSED SEWER MANHOLE �rnul- cn - . . '3 c� �n n n II w o uJ CO a) 00EXISTING SEWER MAN'�OLES o00 t°: II \' L°n° oo co m m. �- co 00 x [r h L`' m - � + O 13C' INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 II +.w m 11 + II a i j r h 11 W W f. h > 00' W 00 W r 146) r� _ +J II J Lr) + 13C INSTALL 9600 LUMEN STREET LIGHT PER C.O.B.STD. S-31 w o c 00... 1r1 > 00 w w J it • w II C� .84-5. ...............�. w........................• ............. L,, a + J 11 ¢ ........... 845 1 CONSTRUCT STD. WHEEL CHAIR RAMP PER CALTRANS STD. RSP A88A 850: v) ...... N ..................... . .......Q ........h > n hw n II ❑ r + ..................850................................................... _I 0+0 V) o an N : a : : 2❑ CONSTRUCT 12 FT. WIDE CROSS GUTTER PER C.O.B. STD. S-35 .I V' Q� N `'' n : ❑3 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. S--1 : d WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. S-3. F ............................................. r. :............... ® CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S-12 W ................................. ❑5 INSTALL TRAFFIC CON_-ROL SIGN PER C.0.9. STD. T-19 r W © EXISTING GROUND 0 SOUTH FL_-�WLINE CONSTRUCT A.C. PAVING &BASE PER. C.O.B. STD. S-27 L�1 ❑7 CONSTRUCT 20' ALLEY PER C.O.B. STD. S-28 : Cn m - EXISTING GROUND ®SOUTH FLOWLINE :...............................:..............:...............................:...............................................................: - INSTALL STREET NAME: SIGNS PER C.O.B. STD. S -4D :...`''...............:................ PROPOSED SOUTH FLOWLINE PROFILE PROPOSED SOUTH FLOWLINE PROFILE M : ..................... . 00 lil + )n co LLJ 00 I, 11 11 n _ `jl 85.5...... > > .,e-,�,........ :...... 2�........:.(...855....................:................................................................................................................8.6.0......V)W....•.mow.... t� M' W: n sq . .................. _ 8 6 0 .................. . 1 34/6 gLLJ • � � : 1.168% 21.......... ............. wN �h ; 0.:9679; CC LLJ U U 0 W 0 t- : o:0 11:11.0 ..... U h ."i � � 855 ...................................... ...t6:6 .. . �� my oLr)a) cpm Q= 0 ....................:...............................:. \a.... �� �,�...��.......Ca:� 855..................................................... CCh : W� OM O I : : UO U� LAN Jh -F.� C) LO Co �i II 0! 00 CC)II x 11 (n mrn mco _ rnh 1i� co, II C) 00 r U to OD Z cc r air c6 FL Cr m �t V ,n U Ln ,r) U CO n q w + 11 : rn W J = w : : �' y� W m w m TOO m II 00 w + a> N0. DATE DESCRiPT10A rnCC00Lo > II wOD +W m> II Nw � ��cn II N II II 0> :ij � L_?J Nwv3LD -> 'ItII 11 J c0 : O : QyJ 11 W L: 00 W CO O U W W It........................r........ II o N .845....or ��......n.J.............. a?..:.:............... aW a yh......... ..--845....................:...............................:...................... ........: :........?�... .... > .... .. W. ¢ Q 850 r + . ' J . +. 850 , C7 N w � W Q O - - - : d. W 00 W ; W 00 - . ......+ ............: �e ,•, . .,, EfC� " A'� ! _. d W 11 II : 11 1 II > II III dv n w : n II : : w cn QwWW Q a a nawiv 11 : v' _ + cn N : a h .............................a > =' Q -N 11 �j...... .............................................................................................................................................................................................................................. CL H - L7 LWR BY CURVE TABLE --0500 5'T CN CURVE DELTA LENGTH RADIUS TANGENT C1 90°00'00' 31,42 20.00 20.00 C2 47°09'19' 27.16 33,00 14,40 C3 116°14'54' 85,21 42,00 11 18'26',25' 13,52 4.2.00 6.82 _C4 C5 16*44'42' 12,27 ^4.2.00 04 6.18 C6 18°34'•48' 13,62 42.00 6.87 C7 83°17'26' 61.06 4.2.00 37.35 C8 31°18'02' 18.03 33.00 9.24 C9 15°51' 24' 9.13 33,00 4.60 C:10 53°07'48' 1E3.55 20.00 10.00 C11 36°52'12' 12.87 20,00 6.67 C12 20'54'27' 15.33 4.2.001 7,75 STA. _ 18+94.24 N STA. _ 10+00.00 W MIT'IIAIJA WY. SEE SHEET 6 7 8 9 10 .................................................................... 9 10 ........ PROPOSED NORTH FLOWLINE :PROFILE .........:...... ............. ............ :.......... ....... EXISTING GROUND 0 NORTH FLOWLINE PROPOSED NORTH FLOWLINE PROFILE EXISTING GROUND 0 NORTH FLOWLINE n- :......... 95.5.: . 93% .s1.117 f60. 855 .................... .......................................................................... ................860:................................ ° ..... ...... ..... . ..Qw 1.4 v , W. ko ar 0) Z LEGEND 1 Ma,.. q:� Urn wcfl it W� �� =w 85.0-.:....................... .......:......Uh-..... �' _ C� Cn ® CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 c m:C) ix D.w U«3.........................c>.......c�........ 8�0 ..................... CC] vy mN mco cc. 11 I II ... 855:. .... .................. Go.....mN....... :......W�r......� l ..... 55 ......... ,,� ,�) x Q s PROPOSED SEWER MANHOLE �rnul- cn - . . '3 c� �n n n II w o uJ CO a) 00EXISTING SEWER MAN'�OLES o00 t°: II \' L°n° oo co m m. �- co 00 x [r h L`' m - � + O 13C' INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 II +.w m 11 + II a i j r h 11 W W f. h > 00' W 00 W r 146) r� _ +J II J Lr) + 13C INSTALL 9600 LUMEN STREET LIGHT PER C.O.B.STD. S-31 w o c 00... 1r1 > 00 w w J it • w II C� .84-5. ...............�. w........................• ............. L,, a + J 11 ¢ ........... 845 1 CONSTRUCT STD. WHEEL CHAIR RAMP PER CALTRANS STD. RSP A88A 850: v) ...... N ..................... . .......Q ........h > n hw n II ❑ r + ..................850................................................... _I 0+0 V) o an N : a : : 2❑ CONSTRUCT 12 FT. WIDE CROSS GUTTER PER C.O.B. STD. S-35 .I V' Q� N `'' n : ❑3 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. S--1 : d WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. S-3. F ............................................. r. :............... ® CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S-12 W ................................. ❑5 INSTALL TRAFFIC CON_-ROL SIGN PER C.0.9. STD. T-19 r W © EXISTING GROUND 0 SOUTH FL_-�WLINE CONSTRUCT A.C. PAVING &BASE PER. C.O.B. STD. S-27 L�1 ❑7 CONSTRUCT 20' ALLEY PER C.O.B. STD. S-28 : Cn m - EXISTING GROUND ®SOUTH FLOWLINE :...............................:..............:...............................:...............................................................: - INSTALL STREET NAME: SIGNS PER C.O.B. STD. S -4D :...`''...............:................ PROPOSED SOUTH FLOWLINE PROFILE PROPOSED SOUTH FLOWLINE PROFILE M : ..................... . 00 lil + )n co LLJ 00 I, 11 11 n _ `jl 85.5...... > > .,e-,�,........ :...... 2�........:.(...855....................:................................................................................................................8.6.0......V)W....•.mow.... t� M' W: n sq . .................. _ 8 6 0 .................. . 1 34/6 gLLJ • � � : 1.168% 21.......... ............. wN �h ; 0.:9679; CC LLJ U U 0 W 0 t- : o:0 11:11.0 ..... U h ."i � � 855 ...................................... ...t6:6 .. . �� my oLr)a) cpm Q= 0 ....................:...............................:. \a.... �� �,�...��.......Ca:� 855..................................................... CCh : W� OM O I : : UO U� LAN Jh -F.� C) LO Co �i II 0! 00 CC)II x 11 (n mrn mco _ rnh 1i� co, II C) 00 r U to OD Z cc r air c6 FL Cr m �t V ,n U Ln ,r) U CO n q w + 11 : rn W J = w : : �' y� W m w m TOO m II 00 w + a> N0. DATE DESCRiPT10A rnCC00Lo > II wOD +W m> II Nw � ��cn II N II II 0> :ij � L_?J Nwv3LD -> 'ItII 11 J c0 : O : QyJ 11 W L: 00 W CO O U W W It........................r........ II o N .845....or ��......n.J.............. a?..:.:............... aW a yh......... ..--845....................:...............................:...................... ........: :........?�... .... > .... .. W. ¢ Q 850 r + . ' J . +. 850 , C7 N w � W Q O - - - : d. W 00 W ; W 00 - . ......+ ............: �e ,•, . .,, EfC� " A'� ! _. d W 11 II : 11 1 II > II III dv n w : n II : : w cn QwWW Q a a nawiv 11 : v' _ + cn N : a h .............................a > =' Q -N 11 �j...... .............................................................................................................................................................................................................................. CL H - L7 LWR BY sfli CIO k4�1 L� --0500 5'T CN i MAW 6'Y N 011KIX£D 9Y.• CRY V SWEET. 4Z Ca *4 I 04 c WA t3 2 �1 4• I a O o O fie: M C:1 sfli JOB No.: --- O k4�1 L� --0500 5'T ®ATE_ Z M,107 MAW 6'Y �� 011KIX£D 9Y.• CRY V SWEET. JOB No.: --- DWG No.._-_-0:70c?9 --0500 5'T ®ATE_ Z M,107 MAW 6'Y �� 011KIX£D 9Y.• CRY SH££T OF 9 SWEET. JOB No.: --- DWG No.._-_-0:70c?9 --0500 5'T ®ATE_ Z M,107 MAW 6'Y 011KIX£D 9Y.• CRY SH££T OF 9 SWEET. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 200 RECO.Q p Osz)�WilvC*5 NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12" 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING - JVL 1215 li 0 w 0- oz� �Ln > M o w o(A INSTALL W-31(CA) SIGN O w wo CO W � z i Q WITH OM -4 MARKER w rn U ¢ D ~ z AT PHASE BOUNDARY 30' -r 30' w x+06 0wW< OF TRACT. IF 22' o 0 0 0 W 0° F- FnN`" ADJACENT PHASE IS w 22' o o a " o o ° v' I 0° NOT CONSTRUCTED AT (t) SCALES N u N o� W w It + + + oa SAME TIME, REMOVE HORIZ: 1" = 50' D 1 0 25 = 24 _± 23 cN 22 N 21 1_i 20o AND SALVAGE SIGN VERT' 1" _ Vii' I `i 1 II n II It II n R=42.00 WITH CONSTRUCTION OF \ X, a ADJACENT PHASE. d d a L=112.`'2 l Ton=180.28 / `n 1 /2 A =153'46'20" / IuIYBYRI\I CT. _ C _ _ _ r SEE SHEET 5 + - - - - 9 5' RAD. 1 I / STA. -15+04.30 NORTH EP --� 11 12 Q3 - 13 o N 13H5 1 l \� 13H f STA. 15+03.98 SOUTH EP 10' RAD. M No. 17109 { 5i Exp. 6-3D-1*1 it1 CURVE TABLE _- 0.5009 ST CURVE DELTA LENGTH I RADIUS TANGENT C1 90000'00' 31;42 80.00 20.00 C2 53°07'48' 18.55 20.00 10.00 C3 36052'12' 12.87 20.00 6.67 NOTES: 1. 95% COMPACTION REQUIRED UNDER AND A MINIMUM OF 1.00' EACH SIDE OF CROSS GUTTERS, TO A DEPTH OF 12" 2. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING - JVL 1215 li 0 w 0- oz� �Ln > M o w o(A INSTALL W-31(CA) SIGN O w wo CO W � z i Q WITH OM -4 MARKER w rn U ¢ D ~ z AT PHASE BOUNDARY 30' -r 30' w x+06 0wW< OF TRACT. IF 22' o 0 0 0 W 0° F- FnN`" ADJACENT PHASE IS w 22' o o a " o o ° v' I 0° NOT CONSTRUCTED AT (t) SCALES N u N o� W w It + + + oa SAME TIME, REMOVE HORIZ: 1" = 50' D 1 0 25 = 24 _± 23 cN 22 N 21 1_i 20o AND SALVAGE SIGN VERT' 1" _ Vii' I `i 1 II n II It II n R=42.00 WITH CONSTRUCTION OF \ X, a ADJACENT PHASE. d d a L=112.`'2 l Ton=180.28 / `n 1 /2 A =153'46'20" / IuIYBYRI\I CT. _ C _ _ _ r SEE SHEET 5 + - - - - 9 5' RAD. 1 I / STA. -15+04.30 NORTH EP --� 11 12 Q3 - 13 o N 13H5 1 l \� 13H f STA. 15+03.98 SOUTH EP 10' RAD. M No. 17109 { 5i Exp. 6-3D-1*1 it1 mol 11 It3 In Q i'j U w n N w w U rn z o _- 0.5009 ST >In" sj>oo U N Co + Eel SHEETS ' 0 _ 0 N t7>_ > D O =10+42.00EC/.......... 858.56 r. � mol 11 It3 In Q i'j U w n N w w U rn cc 0,:4 - Co F- W Q L' - O c� Z LL m Q 0 0 30' 3C' n20' 20' < I 60 10 BOUNDARY LINE r) C N �` _ /� EDGE OF PAVEMENT BOUNDARY \ ����' ` STA 3 0000t> .4: lb�3 �L` m W z� SEE D AIL A-5 g LINE y' 1 o I I w 1❑ o a + ¢ 0 � L= 12072 Ak8686 P O\a� = 12+56.00 PI ALLEY V -GUTTER Q� oo � o � a N o Q O Oj o r7 -� N o z 50 RAD. EASEMENT E P 0 a x o+ + _ 1 o c0 N o o .- ¢ c� Tan=180.28 .r o Q w co + �+� o N u Iz- + a `' 1 /2 A =153'46'20" S(P PNC' N/S ALLEY0 Mo o r z �o E a I a II II + ��� 7'e,�1 ara✓c,� 74-iirotlrld r X 6�F ± r / o II II I d• � to U Q 4 1g' 16 -3 OvO60_ 46-3 Doo" > o a a + 14 15 Q 16 Lo Q 17 T 18 19 U Esse 0� C M t DOC. lila 00102' !6/6 , 48 z3 16.3 �'bb Zl M II N 0 r ra- a v~i v~i II IQ- o , �b 0 Uj Lo 1n Ln "� �" d Lo w m CC°NST. 6' HIGH 14' WIDE S L N ¢ N CFAIN LINK GATES PER iCr I�C��If �� Q OMr7-7 n �- C.O.B. STD. 5-11 (D-13;. III / W II `n L-�.� �•` f7 I I CQ III 2'3 SN BOUNDARY ��� a / LINT_ Co BOUNDARY'l �III J a IIL_-----� - �I COZY COURT Q� !_INE �;; ;� =��° �- SEE SHEET 5 Zw MITHALIA WAY Cc U) Ilj III U I � III > Cl) 10 11 16 U SEE. DETAIL B-5 �- 1 14 1 > 2 13 5 14 13 � 'I 2 SHEET 9 Q w ....................................................................................................................................................................................................... .uj .......... . PROPOSED NORTH FLOWLINE PROFILE > o 10 ZEXISTING GROUND 0 NORTH FLOWLINE 3srq 1W ALLEY I� LLI �J II Lu m cn ui o . U 870-: .........................,U?.................................:. +a 870......--....................................................................85.5........................... aw..............���... Q l no : �N........................: �. ~� V) Q- 0.586% ................... ....... .. 355 ................. 0.586% a00 : 63g �' - EXISTING GROUND 0 N/S ALLEY CL FLOWLINE00 II > II - "" 72' E °° CURVI LENGTH w to 112 P o z 7 F- w w - II Ln X ...... ............. .... ........ :........................ 56 5 .: ............. ................... ........................ ................ ..... ........ ...................0. Q .......................: - j ....!+1........................:......... 8�5 850 W �. y. ........... W •- 850 :0 LU 00 . Co _ 00 . r 0 o II Ga + :ccW + W 96% ��'��' z v F- c� r W 3,4009. \ 0.2 0; II° p II LL1-j IIcoo 560. ,,-. :.....................................................->.........8f,0......................................................................... ..... ::...a ..........................:.................. U.Q.......:.... :............ ...... , aJ LJ . .. I : . 2• X II �a F- 845 �: L"Lo mr �� �N.... 345 ................... W 47 N : : +00 iT CD H -j J j U II ooh a Z� STA. = 10+26.00 PI X -GUTTER : o �`'v a : II ; `°o II o II j� II Urn w �� o PROPOSED N/S ALLEY FLOWLINE PROFILE W + o x ELEV. 858.09 z o _- 0.5009 ST >In" sj>oo U N Co + Eel SHEETS ' p �o Nw t7>_ > =10+42.00EC/.......... 858.56 r. � �• o o ^� 54 __ 55 + .......... 0 ................ .................... ...................... 9 >" II 5' RAD. i I 5' RAD. wSTA, oo ELEV. rn �w II to 000 +> N^�'n w I a ` 12 cc 0,:4 - Co F- W Q L' - O c� Z LL m Q 0 0 30' 3C' n20' 20' < I 60 10 BOUNDARY LINE r) C N �` _ /� EDGE OF PAVEMENT BOUNDARY \ ����' ` STA 3 0000t> .4: lb�3 �L` m W z� SEE D AIL A-5 g LINE y' 1 o I I w 1❑ o a + ¢ 0 � L= 12072 Ak8686 P O\a� = 12+56.00 PI ALLEY V -GUTTER Q� oo � o � a N o Q O Oj o r7 -� N o z 50 RAD. EASEMENT E P 0 a x o+ + _ 1 o c0 N o o .- ¢ c� Tan=180.28 .r o Q w co + �+� o N u Iz- + a `' 1 /2 A =153'46'20" S(P PNC' N/S ALLEY0 Mo o r z �o E a I a II II + ��� 7'e,�1 ara✓c,� 74-iirotlrld r X 6�F ± r / o II II I d• � to U Q 4 1g' 16 -3 OvO60_ 46-3 Doo" > o a a + 14 15 Q 16 Lo Q 17 T 18 19 U Esse 0� C M t DOC. lila 00102' !6/6 , 48 z3 16.3 �'bb Zl M II N 0 r ra- a v~i v~i II IQ- o , �b 0 Uj Lo 1n Ln "� �" d Lo w m CC°NST. 6' HIGH 14' WIDE S L N ¢ N CFAIN LINK GATES PER iCr I�C��If �� Q OMr7-7 n �- C.O.B. STD. 5-11 (D-13;. III / W II `n L-�.� �•` f7 I I CQ III 2'3 SN BOUNDARY ��� a / LINT_ Co BOUNDARY'l �III J a IIL_-----� - �I COZY COURT Q� !_INE �;; ;� =��° �- SEE SHEET 5 Zw MITHALIA WAY Cc U) Ilj III U I � III > Cl) 10 11 16 U SEE. DETAIL B-5 �- 1 14 1 > 2 13 5 14 13 � 'I 2 SHEET 9 Q w ....................................................................................................................................................................................................... .uj .......... . PROPOSED NORTH FLOWLINE PROFILE > o 10 ZEXISTING GROUND 0 NORTH FLOWLINE 3srq 1W ALLEY I� LLI �J II Lu m cn ui o . U 870-: .........................,U?.................................:. +a 870......--....................................................................85.5........................... aw..............���... Q l no : �N........................: �. ~� V) Q- 0.586% ................... ....... .. 355 ................. 0.586% a00 : 63g �' - EXISTING GROUND 0 N/S ALLEY CL FLOWLINE00 II > II - "" 72' E °° CURVI LENGTH w to 112 P o z 7 F- w w - II Ln X ...... ............. .... ........ :........................ 56 5 .: ............. ................... ........................ ................ ..... ........ ...................0. Q .......................: - j ....!+1........................:......... 8�5 850 W �. y. ........... W •- 850 :0 LU 00 . Co _ 00 . r 0 o II Ga + :ccW + W 96% ��'��' z v F- c� r W 3,4009. \ 0.2 0; II° p II LL1-j IIcoo 560. ,,-. :.....................................................->.........8f,0......................................................................... ..... ::...a ..........................:.................. U.Q.......:.... :............ ...... , aJ LJ . .. I : . 2• X II �a F- 845 �: L"Lo mr �� �N.... 345 ................... W 47 N : : +00 iT CD H -j J j U II ooh a Z� STA. = 10+26.00 PI X -GUTTER : o �`'v a : II ; `°o II o II j� II Urn w �� o PROPOSED N/S ALLEY FLOWLINE PROFILE W + o x ELEV. 858.09 05009 �I OCI _- 0.5009 ST >In" sj>oo co m SHEETS I N ui �o Nw t7>_ > =10+42.00EC/.......... 858.56 r. ....... ......0.......... y o o P,.... ........:................. + .......... 0 ................ .................... ...................... .... ..............................:....................................................... >" II Q........ �+v Q ooo .........n W wSTA, oo ELEV. rn �w II to 000 +> N^�'n w rW II w Q p _ Q la-uj N dw ....... ............. ............................................ ....... ......... II ..o.. ................................ -...................W L) +°° ow ui IIo sn II uj d rrn w _II cr.) �o ± o c1 LEGEND ........... .................. .. ..... . . . .... .. .. ....................... . cD J J' o 1 Ln L: CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 -)W F- w u ``� fa- -i CSI PROPOSED SEWER MANHOLE :u Q v}...............................cr1................ U Q W................................................................ EXISTING SEWER MANHOLES U.w PROPOSED SOUTH FLOWLINE PROFILE : 130 INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. S-31 . . . . . . . . W ...;�:�...................... . 130 INSTALL 9600 LUMEN STREET LIGHT PER C.O.B. STD. S-31 [1] CONSTRUCT STD. WHEEL CHAIR RAMP PER CALTRANS STD. RSP A88A r,> :W :. ...................... 5.70.:........................:...............................:...............................:...............................:.870- ....................... C CONSTRUCT FT. cw/) QW oo> 1.- WIDE CROSS GUTTER PER C.O.B. STD. S-35 : EXISTING GROUND @ E Y �N ALLEY (,_ FLOWLINE W O = EXISTING GROUND ® SOUTH FLOWLINE a C14CONSTRUCT : .._ _ . 0.887 \ " " TYPE B CURB &GUTTER PER 0.0.6. STD. S-1 ...8.5-5 :................. . . :2'(n WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. S-3. Li Lj r) o + o II "� �.-- 112.72' EP w CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. S-12 :...............................:........................ 86 rj 00 �. IL ................ ....._ .........:.. 0000 �' : H ................. 6�j�°I° 8�� .......................: CURVE LENGTH rn o`°o C1 INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 ; a 2.605% Li ; � CONSTRUCT A.C. PAVING &BASE PER. C.O.B. STD [:61w . S-27 w 20' AC.O.B.TD [) CONSTRUCT ALLEY PER C.O. S-28 850 :STA. = 10+42.00 ECR/BVC/GB : o © a: L -L II ELEV. = 858.22 ........................................................ 860. ..........................-. a ----T 0296% ----- �' a :.................... z Gd I- m� o z e-.. c? ...:.860.........................: : + INSTALL STREE-- NAME SIGNS PER C.O.B. STD. S-40 PI iyl'' STA. - 1 A - 7+01 29 ALLEY V -GUTTER % N 00 STA.. = 10+26.00 PI X -GUTTER ELEV. = 857.37 P INSTALL SIGN PER CALTRANS STD. W-31 (CA) ELEV. = 850.65 II a> yw NO. DA TE v� PROPOSED E/W ALLEY FLOWLINE PROFILE - 130 30 / DESCRI P TI SIN B Y Sf, ew DPcod ILo C. 0-9 (!,/t �1 05009 �I OCI _- 0.5009 ST r x It ad < CL �I D.L.H. Ci?M SH££T 6 OF q SHEETS I N ui lLqtD >N : mN t7>_ >r : N Q� O}GLo0 Wtogoo Q00 Co Na UJ 04 o(Do rn wm . .................... V 0 + li il................ O .It ....... Q........ �+v Q IQ .li ....................... .......................................... II; +> �w II to 000 +> II w rW II w Q p �W Q la-uj N it K;I I- II � L) d v1; tc1 sn 1`Wj uj d CL rrn 1 � w V) P INSTALL SIGN PER CALTRANS STD. W-31 (CA) ELEV. = 850.65 II a> yw NO. DA TE v� PROPOSED E/W ALLEY FLOWLINE PROFILE - 130 30 / DESCRI P TI SIN B Y Sf, ew DPcod ILo C. 0-9 (!,/t �1 05009 �I OCI _- 0.5009 ST r O �I D.L.H. Ci?M SH££T 6 OF q SHEETS I N O tc1 � tc1 V 0 ILL.. rrl Lr. nl K;I r. tc1 1`Wj 1 � � p rr'I cr.) W c1 AS a' 0 ^ Q;1 1 Ln LTJ >" Lu L V /l 0'a' Zr a a. 08 00 ,lem. >. NI z qe Mai oop CL Z 0 LTJ F: �m 9 ag J09 No.. 05009 OWC No.., _- 0.5009 ST DATE.• O PRAWN 6'Y.• CH` af'o BI:' D.L.H. Ci?M SH££T 6 OF q SHEETS O o V r. 1`Wj J09 No.. 05009 OWC No.., _- 0.5009 ST DATE.• 02_,108107 PRAWN 6'Y.• CH` af'o BI:' D.L.H. Ci?M SH££T 6 OF q SHEETS �' "0'- T1 ON -D 9 0.24 "A C /:ZPU i>n j are/ O, 4 0 Ag se aver rkvuyacj a&Jxd e 04P. fo 9s vo, /Icgx JAF Qts 45. �4 yYe ll rcr �� �f2� K in s .ate'" R50' R.O.W. M YB R YN C O L1 R T kR42"FL NSTRUCT STANDARD ALLEY NDICAP RAMP DETAIL PER O.B. STANDARD S-17 (ST -7) CONSTRUCT STANDARD 4' :ROSSGUTTER FOR ALLEY PER .O.B. STANDARD 5-17 (ST -7)10 'Il lil DETAIL A-5 NOT TO SCALE 4' 2x - a. CONCRETE "V" GUTTER NOT TO SCALE SECTION B -B U N O u 50' R.O.W. ' \ R5' / III 10; R- ) B 111 4, — O ------ ----- ------r I---- \--------- ----- _ AsN B TAIL B-5 NOT TO SCALE a i' 9 �ECOI�iJ D�Z�,v�<<NCaS EXPANSION JOINT F, II �'ASRREQURB REQUIRED "FLOWLINE EXPANSION JOINT NOT TO SCALE N fn is N LEVEL LINE SECTION A -A STANDARD 12' WIDE CROSS GUTTER NOT TO SCALE C.O.B. STD (S-35) (ST -17) 847 846 842 841 PROFILE OF 18" R.C.P. STORM DRAIN a HORIZONTAL SCALE: 1" = 50' u► -i VERTICAL SCALE: 1" = 5' 0 25 50 DO bl�1�T PROVIDE A 26' WIDE COMMERCIAL DRIVE APPROACH FOR ACCESS ROAD TO THE SUMP WITH A 20' WIDE CLASS 2 ROCK BASE, EASEMENT TO BE PROVIDED W/ RECORDATION OF FINAL TRACT MAP r 20' WIDE ACCESS ROAD — INSTALL 6' FENCE PER C.O.B. STD S-10 s k R/W R/W CA 30' 20' GRADE LINE 30' 20' 6" TYPE "B" CURB GU-fTER W/ 4.5' WADE SIDEWALK-� `?%, 0.30' A.C. PAVING OVER 0.50' AGG. BASE OVER 1.00' NAT. GROUND COMPACTED TO S5% MAX. DENSITY, 60 RIGHT Of W4 Y (40' CURB TO (_-,IJRB) TYPICAL LOCAL STREET SEC T'DlV 30' NOT TO SCALE C.O.B. S-27 AUBURN MAKS DRIVE 22' GRADE LINE CA 30' 22' 6" TYPE "B" CURB & GUTTER W/ 4.5' WADE SIDEWALK - MA 0.30' A.C. PAVING OVER C.50' 12 AGG. BASE OVER 1.00' NAT, GROUND COMPACTED TO 95% MAX. DENSITY. 60' RIGHT -OF- MA Y (44' C(iRQ TO CURE) B TYPICAL LOCAL STREET SECTiOIV g VOT TO SCALE AUBURN OAKS STREET' R/W CA 26' 26' -_ 8' 18' 18' 6" TYPE "B" CURB & GUTTER --{ 2' TYP W/ 4.5' WIDE SIDEWALK *2�N *?%� Mlrv, I GRADE LINE 0.30' A.C. PAVING OVER 0.50' AGG. BASE OVER 1.00' NAT. GROUND COMPACTED TO 95% MAX. DENSITY. 52' R.!GHT--- OF- WA Y C TYPICAL LOCAL STREET SECTION _ g NOT TO SCALE. C.O.B. S-27 BODEN PL, MYBRYN CT., MITHALIA WY., COZY CT. & SEALARK CT. I� Q n z I= 0 I� Q 20' WIDE ALLEY 10' - PR POSED EXIS ING TRACT FINISHED PAD FINI ED PAD I 4' WIDE CONCRETE V -GUTTER 2% VARIES N TO 0.40',< MIN. 1 a: s 0.2,5 A.C. PAVING OVER 0:40 0.25 APA✓ING OVER 0.' AGG. BASE OVER 1.00'. -NAT. Olvl AGG. BAS QVER 1.00' 9T. GROUND COMPAC 'TO 95% GROUND COMPACTED TO' 95% MAX. DENSITY. MAX. DENSITY. 4� D TYPICAL 20' ALLEY SECTION SUMP PLAN VIEW � g NOT TO SCALE C.O.B. 5-28 ALLEYS ` no R/W COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN, TO 90% MAX, DENSITY. * SEE C.O.B. STD. DWG. 5-27 FOR SLOPE PARAMETERS R /W COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX, DENSITY. * SEE C.O.B. STD. DWG. 5-27 FOR SLOPE PARAMETERS R/W COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 510% MAX. DENSITY. * SEE C.O.B. STD. E)WG. S-27 FOR SLOPE PARAMETERS NO. DATE DESCRIPTION BY 130)1 lPeai-red AIle,p 5.,1 r-.vrr, uJ 05009 rw wa ' O211081107 00 N D.L.H. _ CHECKED By' CRM SHEET �� V � \ N am� am 06 0 rw + 7 cidCNI z �J am b w 0 X Qs LL_ Lu' iu I-_ I4t Z 1%hA aM d' Ca �w N Ir— kw _,q C14 V) z >L. a_ qq cra � Z 4 d tc a• CD 0 Lf') M uJ 05009 rw wa DATE. O211081107 _ DRAWN BY.• D.L.H. _ CHECKED By' CRM SHEET �� V � \ am� am 06 0 rw + 7 cidCNI z �J am w 0 O Qs < Lu' iu I-_ a Z co � aM Chib �w J09 No.: 05009 DWG No.: 05009 ST DATE. O211081107 _ DRAWN BY.• D.L.H. _ CHECKED By' CRM SHEET �� V � \ e. w + 7 O Qs W a Z 1\ Chib J09 No.: 05009 DWG No.: 05009 ST DATE. O211081107 _ DRAWN BY.• D.L.H. _ CHECKED By' CRM SHEET ��