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HomeMy WebLinkAbout1.1-6362 Ph 2 Record Drawingp U m AEVI IONA10. APPRoV.p BY'RECORD 0 NO (' �f. 44 t4 .40 t BA,<ER45FIELD. MtlRrG4�1f P. 5144 /CIVIL I S1A(jE R /r,/ . RCE f78 EXP. 12 -3> -OT '�� W K. V APPRc+�/�t9 $ I► w f�'--' w .O�, mac. DD.TE � i hf Wl K. VAC IJtL1„A DATIE / .. �_.p CO i RCE 43130.EXPI�► 3.31- �`� 'a Q� REVIEWED BY.•4� �.. s • # 3-31-2016 AP ova sY: HARJAM P SUAW et.E 3ztll8 r,,d,-r-� z F- MATTHEW It: VOV/LLA, RCt�#43M (arF'. 3-5f-00 PA 7r OFGa���=-L - L 1 ENGINEER, CITY OF BAKERSFIELD DATE -- ------ = - -----_---------------- TRAFFIC_- --- w + TRACT BOUNDARY —= --------------------....._. ----------_ MA TER/ALS LIST - y- -�- -� - - - , - -� --� - -� TRACT - N --� I- - - _ - - -McKEE Ji� .� �L.� ESTIMATED QUANTITIES, NOT — _ — — — — Q �\ Q TO BE USED FOR BIDDING PURPOSES — — — — — — — — — — N STREETS - PHASE 1 - JOS ZZ -1 COLLECTOR STREETS 1,349 L.F. 4 1 o =V � 3 COLLE �' � � � � Q � DATE 0. 0' A.C. 0.40' A.B. COLLECTOR STREETS 44,904 S.F. ID 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 V Q p Wl TAN T PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD/ ( ) LOCAL STREETS 3,056 L.F. 6 5 4 �u W O p O 0.20' A.C./0.40' A.B. (LOCAL STREETS) 121,336 S.F. 3 W O t� V V 6" CURB AND GUTTER 7,071 L.F. — O _ A!"!—I�OVCD BY. -6" THICK DRIVE APPROACH 12,324 S.F. —' — — — — — 1 p � � z � 4" THICK SIDEWALK 15,960 S.F. _ _ COBERN _ _ _ _ STREET p Q p p `t _ 5 W Q� ��� CROSS GUTTER (6' WIDE) 1 EA. -_...`, O W z M - j� SURVEY MONUMENT ENCASEMENT 8 EA. -- - - - - - - �-'- _ W W p W V PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STREET NAME SIGNS 9 EA. WHEEL CHAIR RAMPS 10 EA. O O > U M. ROJAS R.C.E. 39880 EXP. 12/31/05)STREET LIGHTS 9500 LUMEN 9 EA. 22 23 24 25 26 27 28 29 30 31 I 1 = Q Z O RAUL ( STREET LIGHTS 5800 LUMEN 9 EA. ( ( I 72 V) A o O c STOP SIGNS 2 EA. I 73 I W k z Pz 7 58 61 (�W j WWW 4 W STREETS — PHASE 2 Z 0 I® 71 ° z °r o � ok } • COLLECTOR STREETS 674 L.F. S I 40 1 74 g ( Q (o Q O O oc ,I BENCHMARK USED. 0.30' A.C./0.40' A.B, (COLLECTOR STREETS) 23,022 S.F. 39 38 37 36 35 34 33 32 1 I 57 62 1 1 m O O _<-:t z TOP OF CONCRETE MONUMENT AT THE CENTERLINE INT RSECTION OF MCKEE ROAD Qk LOCAL STREETS 4,015 L.F. a 0.20' A.C./0.40' A.B. (LOCAL STREETS) 125,796 S.F. z I 41 1 I 70 O 55� a AND HUGHES LANE (CENTER SEC. 36, 30/27). 6" CURB AND GUTTER 6,741 L.F. m e _ 0 I 56 63 75 I O W o Q W W O I 6" THICK DRIVE APPROACH 11,850 S.F. ~ — — — W p /' p1�i-k p� , s� e� ELEVATION = 350.76 U.S.G.S. (CITY DATUM) 4" THICK SIDEWALK 15,114 S.F. a 42 / ♦_ _ ^ — LEBOW COURT --- — I 69 I Q c w O ct O ! oll PER TRACT N0. 6006-2803 SURVEY MONUMENT ENCASEMENT 9 EA. ( 55 64 76 Z Q W �n,0 O Z ` STREET NAME SIGNS 8 EA. — — — — — — I ( �- , Q `� S � h V 9 EA. w la- 14>-, w OOWp WHEEL CHAIR RAMPS =k -- STREET , STREET LIGHTS 9500 LUMEN 10 EA. c� 5 43 ( w W 68 77 W O W p O RE ORD DRAWING STREET LIGHTS (5800 LUMEN 10 EA. = O 45 46 47 48 49 50 51 52 , 54 65 h I W V rRUcrioN.• r STOP � I �� �a.� w�v�� � �``� '^ z. E,�►. I q,4 ( , ® Q � ORDER OF CONS _ ,, HASE 1 I I 53 66 1 67 78 PHASE 1 WILL BE CONSTRUCTED FIRST, �� PHASE 2 11 12 1 I PHASE 1 MATTHE MC VOVILLA DATE 1 SEE SHE 4 FOR TEMPORARY / +� 25 SEE SHEETS 7 & 8 FOR 49 PHASE 2 THEN PHASE 2. TEMPORARY RN—AROUND SEE SHEEFOR AE -_431 EXPIRES 3-31- TURN—AR UND DETAILS DETAILS TEMPORARY TUB 9 AR UN 0 / 1 SHEET No. INDEX I ( 33 34 ��DETAILSI EER * i" I �� 2 10 13 24 I� 11 ,48 O1 TITLE SHEET �. �- - I 32 35 � - - _ _ Q DETAILS -GENERAL NOTES i 13 I 14 51 \ N N Y � 3 ROAD -- 9 23 -- -- - -- -- 52 i 3 w'"', 14 13 18 17 O MCKEE V 1 m N a"'y� a 16 ® HUGHES LANE 15 0 k ry �. 1.. _ Q COB TREET 1 8 1 22 1� 30 37 IZ 1 46 53 I d%�5�9 PA CHECO RD. 6 EBOW COUR ( ILDT 4 5 6 1 IQ © 16 �a � 0 1 1 � 45 D VE D L CO o 21 i i 2s 38 i Y 54 c 23 FA i RVI EW ROAD Q 77 1, JACOB STREET 10 _ 7 I 17 21 �, 19 20 _-------- 44 _ 24 8 KELLYANN STREET _ , \ 20 28 39 I 55 i Q ELLASH SH EET 18 1 I I- 10 I~ ALYNN STREET I 27 40 43 56 ARVI DONN I44 -... 30 EDISON � � 1 77 7s �� ' � 19 i i I I o 11 STRIPING PLAN-McKEE ROAD 4 4i�, Q Q 26 29 28 O 10 75 25 AND HUGHES LANE i 74 �` A,,, 26 41 I 42 57 � HOSKIN RD. I1R FEVIsED 57MIPIa. PLAIA FDP 1 73 NIC KEE 9OAD e% WVC, C5 LAME I 72 — — — — — — — — �- 35 36 PROJECT SITE �o ,i; i 71 — — ----------_ -� �_ STREET _ Z a Li McKEE RD. A v v i 78 or . '. 70 _ _ _ o Z AcN*1AL.`Ia4#4/JhGo UE 10 — — — � I... 31 3 2 X 3 3 � .� ,�� �..s I I O m Is a 0 fig W II � PUN/KIN � o CL- CENTERLINE 1 I 79 1 68 �i - DWY.- DRIVEWAY I � LOT A � 67 66 65 64 63 62 61 60 59 58 I CE TER GR IE (n Z FL— FLOWLINE �I� � 1 0 4 B.C.R.— BEGIN CURB RETURN � �T "B" LLJ 2 URN 0 ROA E.C.R.— END CURB RETURN — P.I.— POINT OF INTERSECTION Q 0 E.C.— END CURVE U DRAIN FASEM B.C.— BEGIN CURVE " WIDE aTM OF a°� ACT BOUNDARY 9 9P.I.V.C.— POINT OF INTERSECTION. k 11 1 7 9 VERTICAL CURVE st ✓OB No.: 03-138 P.O.V.C.- POINT ON VERTICAL CURVE 3-V-04 � op B.V.C.- BEGIN VERTICAL CURVE DWG N�.: 04-1.38ST®1 E.V.C.- END VERTICAL CURVE L-`-~�� ,� wt�. �r DATE., i 1,�171D6 INT ON CURVE SHEET INDEX NUMBER, N 5 v )9 =1A 6 5 1 c7ncy .9.. f"E RA*1 (p P.O.C. PO DRAWN 9Y.'. M'JS --�- DIRECTION OF DRAINAGE CHECKED BY<` A�'V - - SIGN NUMBERS ARE FEDERAL UNLESS AP��v�� B%(; DA"F'E PNOTE: OTHERWISE INDICATED BY (CA). X&T MA) tI�///1�A/A CONCRETE MONUMENT �Y (CA) INDICATES CALIFORNIA CODES. ��E 4 ✓ ,C,(r' , SCALE- 1 '=100' -f- STREET NAME SIGN � f . NO SCALE I OF —. Sf,� "TS " r' A I _ ,� YE D 8Y � MA R.>EAIV Pw�� �,C t 32.7 8 � >- I _ ,,. ;,, �0�6 3:eR:E'� rl •- � �' 1 t� ,vk=s` v 4 �. r_ � ,�,;: , , 1 j r C/TY SIO. IVO. OESCI?1101701V ® CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES CU-4?9 ,4%9 G'C/TTZR- KTYPE �f; B"ANO 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD C0101L f6l',AL Oro111Z-YAY ® STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION S1.0Z_ W.,lr ® STANDARD SPECIFICATIONS, LATEST EDITION. IfES/O A16,E O91fl �EGYAY 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE HOUSE NUrIIBEP TOfi' CUf�BS ❑ STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. R,4VZ L1ENT PATCHES 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED CffOSS-Gl/TTEf'S ❑ AND COMPACTED PER CITY STANDARD DETAIL ST -22. 26 /NCH P,41fT C11?6Z' E CUL kZR- T 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION STPEET SPEC/T/CAT7ONS ® INSPECTION DEPARTMENT SHALL BE GIVE 24 HOURS NOTICE (661) 326-3049. STi4'EET SECTIONS 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SrR' 7-T SECTIONS ❑ LATERAL. STi4'EET 6,MSS SECTIONS 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, ALLEY Clf= SECTION ® FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED SL11A7l�EY ,410/V,1141ENT ® OR REPLACED AS DIRECTED BY THE CITY ENGINEER. -'*STfi'EET L/GRT, 41AST Af3L1 TYPE 7. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CUL f'E-S,9CS ® CEMENT CONTENT OF 470 LBS./CU. YD., AND A MAXIMUM WATER/ CEMENT RATIO 01 STii'EET !(NUC!(LE 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 5& . 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 T( 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 OF 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 THI OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20. PINNACLE CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 22. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO 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 77 RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25. THE LOCATIONS OF EXISTING UTILITIESERGR ND N A UNDERGROUND OUND PIPELIN ES ARE SHOWN c 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 AL 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 WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 26. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE T DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A - =" CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. I x 27. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER f--- IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. �T. - == 28. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE s DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. P 29. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING x- 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. s ASPHALT CONCRETE PAVING 1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, " ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED 'IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DESITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041, THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. A. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD 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 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 THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 14. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. 15. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF 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." BASE MATERIAL IN LOCAL ROADS SHALL EITHER BE CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." T�'E FOLLOWN451 CITY OF BA!(Efi'SF/ELD STANDA,?,O OrQA6Y/riliGS Sh',9LL BE CDNS/DEl,�ED A PAfTl OF Th'ESE PLANS. KirON7TWC701f TO OBTA/N LATEST ED/T/ON Th'E.i'EOFj RECORD DRAWING I I TTHEW K. VOVILLA r -ICE 43130 EXPIRES 3.31. 11 -_- *-F1_9,Lr 'GLASS STrQEET LIGHTS NOT ALLOXZ22 RECORD DRAWING I I ro' NASE z oNcy MATTHEW K iIOVIU A OATE ROE 43130 EXPIRES 3-31-14 R/W CA R/W 30' 30' 10' 20' 20' 10' I 6" TYPE "B" CURB & GUTTER 2' TYP W/ 4.5' WIDE SIDEWALK i GRADE LINE I L- 0.20' A.C. PAVING OVER 0.40' AGG. BASE OVER 0.50' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 60' RIGHT-OF-WAY TYPICAL LOCAL STREET SECTION T.I.=4.5.R-VALUE=56 COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. R/W * SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS 8' C/TY STD. No DESCZ?1107/O/V ® S-35 BOE CfFOSS-Gl/TTEfi' ❑ S-36 &Z2214IV 6Y11?9S (TYPE Z/, ZK- 1 A/VO ® S -4f1 1%4101C,410 1?,441PS ❑ S-4(2 PRIVATE STfi'EET GATES ❑ S -10(i fY7_41SE CO/VTA//VZR_ PAD ® S-40 STf�EET S/GN, POST TYPE ® S-37 �A,101f COLLEC70_ 1f 71_?41VS/T/ON ❑ S-15 SIz2 '_ WI( UNOE!'ORWIV ❑ S-9 z2R,41NAGE BAS/N ® S-12 CATCH-BAS/N, TYPE ❑ S-13 CATCH-BAS/N, TYPE ':4-1Al ❑ S-7 iL1ANHOLE, TYPE 'A " STH 01FOP CONNECT/ON ❑ S-8 IR_ ,4 L1ES & COI�Efr' /-Of &,4NHOLES & CZ, ANVV IS- ❑ ST -22 Ti4ENCH B.4C!(F/LL AND CO&R.46'T/ON RZ2VM11?Z&- ,NTS ❑ Ti 4171-C SIGNAL /NTEF�CONNECT - fffr'/NG AND PULL BOXES ER � J wY d'rl >U o► y�� � x -.a -/s-41 P, W - V. TRACT BOUNDARY 26' CA VARIES 1' TO 1.17' i 18' 18' 8' CONCRETE BLOCK SOUND WALL - SEE BLOCK WALL 6" TYPE "B" CURB & GUTTER PLANS EXIST. NATURAL W/ 4.5' WIDE SIDEWALK * MIN *21% 2% 2% GROUND 2 1 I III I I -11 E ; 26' 2' TYP. GRADE LINE 0.20 A.C. PAVING OVER 0.40 COMPACT UNDER CURB STRUCTURAL SECTION NOTES: UPON COMPLETION OF GUTTING STREET SECTION, A SUPPLEMENTAL R -VALUE TEST WILL BE PERFORMED TO VERIFY INDICATED VALUES. TRACT BOUNDARY DAYLIGHT CA R/W OR 1 _ 45' CATCH E. G. I �1 Im EXISTING I GROUND 1 4%- 2:1 MAX.-<� EXISTING) 34' IE 11' 10' 6.13' 4.87' SAWCUT EXISTING PAVEMENT SEE NOTE (B) TO A NEAT VERTICAL FACE - OR AS DIRECTED BY THE 2, CIN ENGINEER. 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK EXISTING PAVEMENT OR EXIST. NAT. GROUND (A� VARIES SEE NOTE (D) GROUND GRADE LINE -� SHOULDER SECTION 0.30' AGG. BASE OVER 0.50' NATURAL GROUND 0.30' A.C. PAVING OVER 0.40' COMPACTED TO 95%.MAX. DENSITY. AGG. BASE OVER 0.85' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 90' RIGHT-OF-WAY TYPICAL HALF SECTION -HUGHES LANE /7l1 T I __ n n n %I A 1 1 1r- r' - COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. DETAIL NOTES (A) NOTE: CROSS SLOPE SHALL BE A MINIMUM OF 1.5% AND A MAXIMUM OF 3.0% (B) GRADE BENCH FOR CURB AND GUTTER MACHINE. AGG. BASE OVER 0.50' NATURAL GUTTER AND SIDEWALK GROUND COMPACTED TO 95% " (TYP.) 6 MIN. TO 90% MAX. DENSITY. MAX. DENSITY - NOTE 'A'. * SEE C.O.B. STD. DWG. S-27 52' RIGHT-OF-WAY FOR SLOPE PARAMETERS TYPICAL LOCAL STREET SECTION DETAIL NOTES EAST T.I . = 4.5, R -VALUE = 56 (A) SIDE EXTENTO MIDEET FACEALKD OF WALL. Avn r m cre i c 3.00' WIDE LANDSCAPE (-- EASEMENT i CA R/W 45' TO 61' I 6' HIGH CONC. BLOCK WALL - SEE BLOCK WALL 34' TO 50' 11' BLOCK WALL PLANS 10' 6.13' 7.50' ( 0.37' I SEE NOTE (C) I- 6" TYPE "B" CURB & GUTTER 2' 2' 2' FINISHED W/ 5.5' WIDE SIDEWALK Typ PAD (AVARIES SE -E---NOTE 2% . t., 10:1 SLOPE .r ,M .:� . a ;� a«rhr44u•�,:u . SEE NOTE (B) GRADE LINE SEE NOTE (B) 0.30' A.C. PAVING OVER 0.40'- AGG. BASE OVER 0.85' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 90' RIGHT-OF-WAY TYPICAL HALF SECTION MCKEE ROAD & HUGHES LANE T.I. = 6.0. R -VALUE = 57 1--4:1 MAX - 2% MIN. - COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. DETAIL NOTES (A) CROSS SLOPE SHALL BE A MINIMUM OF 1.5% AND A MAXIMUM OF 3.0% (B) BALANCE OF STRUCTURAL SECTION TO BE EXCAVATED DURING STREET CONSTRUCTION (C) GRADE BENCH FOR CURB AND GUTTER MACHINE. (D) SEE SECTION rc"\ FOR GRADED r e: a® eta sts f 0 W SHOULDER ON HUGHES LANE. ^_ C/TY SIO. IVO. OESCI?1101701V ® S-1 CU-4?9 ,4%9 G'C/TTZR- KTYPE �f; B"ANO ❑ S-2 C0101L f6l',AL Oro111Z-YAY ® S-3 S1.0Z_ W.,lr ® S-41 IfES/O A16,E O91fl �EGYAY ® S-5 HOUSE NUrIIBEP TOfi' CUf�BS ❑ ST -6 R,4VZ L1ENT PATCHES ❑ 5-17 CffOSS-Gl/TTEf'S ❑ S-18 26 /NCH P,41fT C11?6Z' E CUL kZR- T ❑ S-25 STPEET SPEC/T/CAT7ONS ® S-26 STi4'EET SECTIONS ® S -26A SrR' 7-T SECTIONS ❑ S-27 STi4'EET 6,MSS SECTIONS ❑ S-29 ALLEY Clf= SECTION ® S-29 SL11A7l�EY ,410/V,1141ENT ® S-J/ -'*STfi'EET L/GRT, 41AST Af3L1 TYPE ® S-.3.3 CUL f'E-S,9CS ® S -3V STii'EET !(NUC!(LE RECORD DRAWING I I TTHEW K. VOVILLA r -ICE 43130 EXPIRES 3.31. 11 -_- *-F1_9,Lr 'GLASS STrQEET LIGHTS NOT ALLOXZ22 RECORD DRAWING I I ro' NASE z oNcy MATTHEW K iIOVIU A OATE ROE 43130 EXPIRES 3-31-14 R/W CA R/W 30' 30' 10' 20' 20' 10' I 6" TYPE "B" CURB & GUTTER 2' TYP W/ 4.5' WIDE SIDEWALK i GRADE LINE I L- 0.20' A.C. PAVING OVER 0.40' AGG. BASE OVER 0.50' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 60' RIGHT-OF-WAY TYPICAL LOCAL STREET SECTION T.I.=4.5.R-VALUE=56 COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. R/W * SEE C.O.B. STD. DWG. S-27 FOR SLOPE PARAMETERS 8' C/TY STD. No DESCZ?1107/O/V ® S-35 BOE CfFOSS-Gl/TTEfi' ❑ S-36 &Z2214IV 6Y11?9S (TYPE Z/, ZK- 1 A/VO ® S -4f1 1%4101C,410 1?,441PS ❑ S-4(2 PRIVATE STfi'EET GATES ❑ S -10(i fY7_41SE CO/VTA//VZR_ PAD ® S-40 STf�EET S/GN, POST TYPE ® S-37 �A,101f COLLEC70_ 1f 71_?41VS/T/ON ❑ S-15 SIz2 '_ WI( UNOE!'ORWIV ❑ S-9 z2R,41NAGE BAS/N ® S-12 CATCH-BAS/N, TYPE ❑ S-13 CATCH-BAS/N, TYPE ':4-1Al ❑ S-7 iL1ANHOLE, TYPE 'A " STH 01FOP CONNECT/ON ❑ S-8 IR_ ,4 L1ES & COI�Efr' /-Of &,4NHOLES & CZ, ANVV IS- ❑ ST -22 Ti4ENCH B.4C!(F/LL AND CO&R.46'T/ON RZ2VM11?Z&- ,NTS ❑ Ti 4171-C SIGNAL /NTEF�CONNECT - fffr'/NG AND PULL BOXES ER � J wY d'rl >U o► y�� � x -.a -/s-41 P, W - V. TRACT BOUNDARY 26' CA VARIES 1' TO 1.17' i 18' 18' 8' CONCRETE BLOCK SOUND WALL - SEE BLOCK WALL 6" TYPE "B" CURB & GUTTER PLANS EXIST. NATURAL W/ 4.5' WIDE SIDEWALK * MIN *21% 2% 2% GROUND 2 1 I III I I -11 E ; 26' 2' TYP. GRADE LINE 0.20 A.C. PAVING OVER 0.40 COMPACT UNDER CURB STRUCTURAL SECTION NOTES: UPON COMPLETION OF GUTTING STREET SECTION, A SUPPLEMENTAL R -VALUE TEST WILL BE PERFORMED TO VERIFY INDICATED VALUES. TRACT BOUNDARY DAYLIGHT CA R/W OR 1 _ 45' CATCH E. G. I �1 Im EXISTING I GROUND 1 4%- 2:1 MAX.-<� EXISTING) 34' IE 11' 10' 6.13' 4.87' SAWCUT EXISTING PAVEMENT SEE NOTE (B) TO A NEAT VERTICAL FACE - OR AS DIRECTED BY THE 2, CIN ENGINEER. 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK EXISTING PAVEMENT OR EXIST. NAT. GROUND (A� VARIES SEE NOTE (D) GROUND GRADE LINE -� SHOULDER SECTION 0.30' AGG. BASE OVER 0.50' NATURAL GROUND 0.30' A.C. PAVING OVER 0.40' COMPACTED TO 95%.MAX. DENSITY. AGG. BASE OVER 0.85' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 90' RIGHT-OF-WAY TYPICAL HALF SECTION -HUGHES LANE /7l1 T I __ n n n %I A 1 1 1r- r' - COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. DETAIL NOTES (A) NOTE: CROSS SLOPE SHALL BE A MINIMUM OF 1.5% AND A MAXIMUM OF 3.0% (B) GRADE BENCH FOR CURB AND GUTTER MACHINE. AGG. BASE OVER 0.50' NATURAL GUTTER AND SIDEWALK GROUND COMPACTED TO 95% " (TYP.) 6 MIN. TO 90% MAX. DENSITY. MAX. DENSITY - NOTE 'A'. * SEE C.O.B. STD. DWG. S-27 52' RIGHT-OF-WAY FOR SLOPE PARAMETERS TYPICAL LOCAL STREET SECTION DETAIL NOTES EAST T.I . = 4.5, R -VALUE = 56 (A) SIDE EXTENTO MIDEET FACEALKD OF WALL. Avn r m cre i c 3.00' WIDE LANDSCAPE (-- EASEMENT i CA R/W 45' TO 61' I 6' HIGH CONC. BLOCK WALL - SEE BLOCK WALL 34' TO 50' 11' BLOCK WALL PLANS 10' 6.13' 7.50' ( 0.37' I SEE NOTE (C) I- 6" TYPE "B" CURB & GUTTER 2' 2' 2' FINISHED W/ 5.5' WIDE SIDEWALK Typ PAD (AVARIES SE -E---NOTE 2% . t., 10:1 SLOPE .r ,M .:� . a ;� a«rhr44u•�,:u . SEE NOTE (B) GRADE LINE SEE NOTE (B) 0.30' A.C. PAVING OVER 0.40'- AGG. BASE OVER 0.85' NATURAL GROUND COMPACTED TO 95% MAX. DENSITY. 90' RIGHT-OF-WAY TYPICAL HALF SECTION MCKEE ROAD & HUGHES LANE T.I. = 6.0. R -VALUE = 57 1--4:1 MAX - 2% MIN. - COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. DETAIL NOTES (A) CROSS SLOPE SHALL BE A MINIMUM OF 1.5% AND A MAXIMUM OF 3.0% (B) BALANCE OF STRUCTURAL SECTION TO BE EXCAVATED DURING STREET CONSTRUCTION (C) GRADE BENCH FOR CURB AND GUTTER MACHINE. (D) SEE SECTION rc"\ FOR GRADED r e: a® eta sts f 0 W SHOULDER ON HUGHES LANE. ^_ JOB No.:' 03-138 r MO No.: 04-lJ8ST0l DATE• 01117106 i ' DRAWN B1. _ MJS Mfcl(ED , S V17 NI No - --8"s- - CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C. 0. 8. STD. DWG. S-1 W/5. ' WIDE COMBINA T/ON TYPE SIDEWALK PER STD. DWG._ S-3 (UNLESS OTHERWISE NOTED) CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. S--41 CONSTRUCT WIDE CROSS -GUTTER PER C. OR S7D. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' E/7HER SIDE TO 95r. MAX. DENS/TY, TO A DEPTH OF 1) ADJUST ALL EXISTING MANHOLES, VAL VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C 0.8. S7D DWG. S-29 NOTE.- EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRIVEWA Y WD THS SHALL BE 32.33, . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE C01VSIRUC7ED PER CO.B. STD. DWG. T-12. CURVE TABLE NGENT EXISTING SURVEY MONUMENT - PROTECT IN PLACE i i I E . 18"sD CURVE DELTA RADIUS LENGTH 3. EX. 18" INV. N I I \ Cl 90"15'20" 30.00 47.26 13 300.13 INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. S7D. DWG. S-31 = 343.50 I M.H. INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) ER C.O.B. S7D. DWG. S-31 18 343.60 INSTALL S7REET NAME SIGN I ``0 I P O VA N E STANDARD STOP SIGN PER C 0.8. SHEET NO. S-40+ -'- I I COURT I PROPOSED RIGHT -OF -WA Y I I V,1 PROPOSED SEWER AND PIPE SIZE I w 2 � I II x 350.27 x \350.01 x 3 9.82 x 34 .4 I I x 349.35 i x 349.37 ( x 349.25 I x 349.19 I x 349.06 x r49.C1 x 34 .16 x 349.06 ng n� n ng I 0 I ng ng ng ng I ng ! In9 i n9� ng ! PARCEL A \ I I z� \4 � I 7RA�I -r 1N0. 6006 006 L.L.A. 1\Jam, 37-97 Q P-ASES 4�7 0/�n9 ,x 51.06 III (I (I i, -- -(349. I5 -23 ) 31 30i 29 (28I 27 2I 25 I '24SEE TRACN0. 4- SEWER &STORMRAIN 6 ZENIMPROVEM NT PLANS ADSTORM w DRAIN & PATCH BASIN SHOrHRER01:\ TP V) Ii _ _ \ ao \\ -- --- / ----� iEX R/W - -- -----------\\ �- _ // I - - - - �ffi;KEE ROAD\I - - - - - - I - - - - - - ' / _1- -mJt- 3 W \ "'�-�'�-- �1_ _ .l_ �- 350.09 - ng ,x _----_ ---- ---- ----� �_ -------- - - - - = - - _ _ =- - u z�n �� x.3_49..5 x 3 ` � I ng ng -------------- n -� _ _ -. - - -- - - - -x-349.6& - - � - - - x 349.21 x 349.08 i � C \350.43 - - - - - - - - - EX EF----------------------------ncZ__ cog - - _ _ ng g -___x=-3 43 - - - - - -x-349. - - - - - - - - - - - - - - - - - - - - -n - L = / 7- - - 351 6-8- 3 1 4 -. 1.'4•- x-351 _-- - _ - - _ - -- - g -------------- n --------------------- «------------------- - - - 1 0 +00_- = r_p ---- _ _ �- �' _- - �i �r - � Z= _ _ -- 3 -= yam= _ �B-0U. wAR� EX EP _ gyp, ----------_� 15+0q - - _ _ _ - - _ _ _ - - t2 4 n f -g x ��� F�---------------s:�- p 16+00 ep - e 17+00 e _ it x-3�0.>+00 - -r� -�i�- - 9�3 L - 39-9. 33.73 -- ep ~_ x 3416,31 5��31 - - -4/454-93- �- ------------------ ---------- - - - - - _- - - _- - -- - - - - - - - - - 9 -- - -T 11-- x 3 1� p .---�}59.�a /�+ y c�,j ep- 23+00� 23+21.58 M ��,�/��1 ---- a -c--- - --- -F x.35 'x0.49 . .� _ -2't+d e-2+08- n J�1 ���- �i� -x- 1 6- -�- *-354!1 - - -� �- -x-eC - - ac Ll. t1 eP 0 3 - - --� (�-5 - - - - �i� - 351. --0.�1 - - a , I - "f I- --} _ - - ---f-- - -;- - a1 - %e/ - - -EJB. - - - -�1�� .99 ---- eP ep' d -M N ep ep - x 351.39 M ex 11.42 �E -EP��� �---_ - M � bc>' � p -_� -:�� --�----_-_ _ - p /W e9 92 -ice Q /- -x_3.:1.9 - x 3 1.32- I - x 3 x 3s>X2� - - p CQ P� 350.71 ' 350.28 eP e P e - _ _49 1 - - - - e x 350.95- 350.9 I x x p - - x o �x 351.65 C,1 6E8 - ------ -- - - - -----1--Y ------- -- - -i--- n'�- __ _ _---------- EP ep _ _ 3�W -- x 33f�C7 / no '_ - - - - - - - _ -- L'i6E9 i -__._---x 350.14 ►�� -_ -X 349{J-3 -------- _- - --------------- --eP -�ti-1 - eo O / �7 R/W / _ '_ _ - ng / ng i x 3�� x 349.- 34 y r x-\348.3iy 1 x M _ 2 ,' / R W epee I _ n9 q DRAINAGE SWAL$i FLOW 9 34 �� 3�n �n P- -- N N 0 0 / TO EXISTING CONDITIONS) n9 i U (SIO IN1a _ «> N N N / - /-R/W Q to N 0 IN N N / & ' ' ^ Lc) fnl `-) / �c i x n 11 4 +ng1.42 ± x 351.271 N i j M �+ + + j + �p v; / 0) �rn ••t„� / �~ I n x 3 .26 x 351.13 ul tom c+n / ^ + / co a0 / ��- x 350. 1 x'350. 2 x co + M L1 20 19g 18 n x 35 .06 x 350.69 i 350.25 I 17 "t 15 j 14 ng13 12 n9 11 i ng 10 gg / 1 + ari 0 Q 8/ 7 1 0 a / 5 + :)In I HUGHES 4cv N 1 0 LANE � 3 N �- x 349.26x 2 x 349. 1 SEE SHEET 5 nq n ng 1 1�� z R I~ EE N G� CIDO N r ! J y , ..! to N M M Q Z W Y ''f' ( > U d;'y o. o Z M w .3 RECORD A i�fi��tWINC ...u. l ...1 w pk - • O d 0 �/"3■ MATTHEW K. VOVILLA DATE RCE 43130 EXPIRES 3-31- r M N c� J U CM ECORD DRAWING McKE H R(DA AD 2 ovcy� PHASE 1 MaMEw w v a Dare f±CE 43120 EXPIRES 3.31-1 -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 2'LO �DRAINAGE: O r Q ai � O M r -Um p� UY _ m NW MQU O�Q ctOm WU O�W -� +U +-� +moo to U n � W � =� 352: ....:....:....: .:. :.•..:....:....:....:..:....:,...:..,.:....:....:....:....:.,..:....:....;..,.:....:....:....:..,.:....:....:. .:....;. ..:....:....:•...:..,.;....:.. ..:.,..:....:....;....:....:....:....:....:....:..,.:.,..:....:...,:..,.:....:....:....: 352 �EXISTING� GROUND ;C�� CENTERLINE . \' :...:........: A.S..°. .:..',...;,......................................... ..:....... ,..:...,,...........,...........:.........:......:....:..,.:.........:....:....;....:....:....:....:....:....:.,..:....:....:....:...:...:....:....:.........:....: `? 47.:26- -0.20%- C 7:26'-0.20X:c 350: ........:....:..oN CUR ...:. , ..:. , , .:....:....:....:....... ................... :....:... ' ....:.. ; .:. , ..:.......... , .......... : oX , . , :... ;---: ;'--; ..,._.._.._:_. -. ' . :...-.... ..:....:....:....:....: , ...:....:....:....:. • .r-' .._'..:....:350 SWALE {FLOW . Ti0 EXISTING CONDITIONS DESIGN :FLOWLINE PROFILE 348: .... ......... .:....:...,:....:....:....:....;....:....:....:....:....:....:....:....;....:....:....:....:....:....:....:....:.....,..:....:....:....:....:....:....:....:....:....:....:....;....:....:....:....:....:....:....:....:....:....:....;....:348 346: .... :....:....:. :. :....:....:. .,.;....:. :....:....:. :....:....:. :....:....:. ;....:....;. :..,.;....;. :,...:....;. : :...,:....:. :....:....:. : ....:....:. '. :....:....:. .:. :....:....:....: 346 c- 10+00 11 f 00 12+00 13f 00 14+00 15+00 16+00 17+00 18f 00 19f DO 20+00 21+00 22+00 23+00 SOUTH FL OWLINE PROF/LE u : W MAG No.: 04-138ST01 DATE.• D1 17/l16 ORAI�N BY � � M Q SHEET OF ZOFt2- U V V 0 O Q W u : 03-138 MAG No.: 04-138ST01 DATE.• D1 17/l16 ORAI�N BY MJS CHECKED BY AlKV SHEET OF ZOFt2- NOTE: EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRI VFWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRWFWA YS SHALL BE CONSTRUCTED PER CO. B. STD. DWG. T-12• CONSTRUCTION NOTES TABLE O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 W/5.5 WIDE COUBINA TION TYPE DELTA SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED) LENGTH TANGENT O2 CONSTRUCT WHEELCHAIR RAMP PER C. 0. 8. STD. DWG. S-41 30.00 O3 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (C61N7RACTOR SHALL COMPACT AREA 90'00'00" UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX♦ DENSITY, TO A DEPTH OF 1 O4 ADJUST ALL EXISTING MANHOLES, VAL VE" COVERS, ETC TO FINISHEV GRADE PER CITY STANDARDS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DW . S-29 ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE 42.00 -C7- INSTALL 5800 LUMEN STREET LIGHT -(UNLESS OTHERWISE NOTED) R C.O•B. STD. DWG. S-31 -O- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C♦ OR. STD. DWG. S-31 -}- INSTALL STREET NAME SIGN , I, STANDARD STOP SIGN PER C.O. B. SHEET NO. S-40 - - PROPOSED RIGHT -OF -WA Y IL PROPOSED SEWER AND PIPE SIZE ' V Ix V 0 ICL ROAD m0 SEE NOTE: EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRI VFWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRWFWA YS SHALL BE CONSTRUCTED PER CO. B. STD. DWG. T-12• Q --- __ ADDITIONAL WAVING LIMITS' (348.5�_c 7, o ------ T CTI z TRACT BOUNDARY X10 0040 7 %� — �� �,r-- ��---�_--. --moo- 13+51.00--� IN_ — -- --- --- -----7 o/ -f ---�--- m ` p- 30_ S : !-- 12 00 — — — — — — 13+00 — — — — o -rte oo " I ' �� W o / �, �. x —— — — i C� III Gti �`�"� I I s�s,, I R/W-'•/ i 2 i Lq4 I. I 5'/�/' •/0 i v / Z_j o i m 0 I I N I / INSfALI� ' i �' Uj w / ST4P S $ I E- I 79 + 78 + M I O 00 I� ZQ I w 77 _, 4 I Imo/ I� :•���,- ,� Q I w -'�� DWY. o 0 I V) 1/0 , v j 71 W ~ DONNYLANN DWY 3� STREET Lo II SEE SHEET 10 O O co 0ow �' v-� `-� w 44 to 0000 d + d +++ 0 coM M dir iZa- ou-w Um W C D Di"WING:RECORD DRAWING MATTHEW K. V0VILLA DATE `{*.7 MAi"i�i WK � Q M RCE 43130 EXPIRES 3-31- 130 � 4 1 �/ � SEE TEMPORARY TURN—AROUND DETAIL THIS STEET (351.u)- — BASIN TO BE REMOVED W/PH. 2 CONSTRUCTION HUGHES LANE PHASES 1 & 2 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. W W cn Q a. TRACT BOUNDARY HUGHES LANE. SWALE :: /It OD TEMP. '�---- RETENTION x:50'9 BASIN BOT OM=347.5 44 043 INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUN o COMPACTED TO 90% RELATIVE DENSITY. W TEMPORARY TURN—AROUND DETAIL W x N � � BOUNDARY ---- �------------- -- i-M Q21+00 21+20.47— 22+00 5' I STOP � I 11 00 x I �W I � I COBERN STREET SEE SHEET 5 � O M m U I HORIZONTAL: 1"= 50' VERTICAL: 1 "= 2' CURVE TABLE Q) IL CURVE DELTA RADIUS LENGTH TANGENT C1 90'15'20" 30.00 47.26 30.13 C2 90'00'00" 30.00 47.12 30.00 C20 26'20'58" 35.00 16.10 8.19 C21 116'20'58" 42.00 85.29 67.67 Q --- __ ADDITIONAL WAVING LIMITS' (348.5�_c 7, o ------ T CTI z TRACT BOUNDARY X10 0040 7 %� — �� �,r-- ��---�_--. --moo- 13+51.00--� IN_ — -- --- --- -----7 o/ -f ---�--- m ` p- 30_ S : !-- 12 00 — — — — — — 13+00 — — — — o -rte oo " I ' �� W o / �, �. x —— — — i C� III Gti �`�"� I I s�s,, I R/W-'•/ i 2 i Lq4 I. I 5'/�/' •/0 i v / Z_j o i m 0 I I N I / INSfALI� ' i �' Uj w / ST4P S $ I E- I 79 + 78 + M I O 00 I� ZQ I w 77 _, 4 I Imo/ I� :•���,- ,� Q I w -'�� DWY. o 0 I V) 1/0 , v j 71 W ~ DONNYLANN DWY 3� STREET Lo II SEE SHEET 10 O O co 0ow �' v-� `-� w 44 to 0000 d + d +++ 0 coM M dir iZa- ou-w Um W C D Di"WING:RECORD DRAWING MATTHEW K. V0VILLA DATE `{*.7 MAi"i�i WK � Q M RCE 43130 EXPIRES 3-31- 130 � 4 1 �/ � SEE TEMPORARY TURN—AROUND DETAIL THIS STEET (351.u)- — BASIN TO BE REMOVED W/PH. 2 CONSTRUCTION HUGHES LANE PHASES 1 & 2 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. W W cn Q a. TRACT BOUNDARY HUGHES LANE. SWALE :: /It OD TEMP. '�---- RETENTION x:50'9 BASIN BOT OM=347.5 44 043 INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUN o COMPACTED TO 90% RELATIVE DENSITY. W TEMPORARY TURN—AROUND DETAIL W x N � � BOUNDARY ---- �------------- -- i-M Q21+00 21+20.47— 22+00 5' I STOP � I 11 00 x I �W I � I COBERN STREET SEE SHEET 5 � O M m U I HORIZONTAL: 1"= 50' VERTICAL: 1 "= 2' 1 CD 00 00 ir Ict. O M O co - to Lo Lo O M M p2Itpp 000 11 11 z J 2��W m . W ` U CL 00 V_ � W m m W W co N N o CENTERLINE -� .•...... .. ... .♦.. .. .. 352 352 •..• ...... ..•. ...,..•.,� .......r..•.. ...... ................, .... ...... .•..r....• �. �. r.♦..•............. r. . —__ _ ..........••.•.♦.... •♦•. •.... ♦••• 4.23% ... _ . ..r 0.51^ '51% • . / � _. _.•_ •., .51 ON CUR 350:•.••: :...•:..••.• ..• .... ....... ................................. ..•... ....... ........r..•.....••..••.•.•••...•.•......••... 350 % 47.12' 47.12' :0.25% N CUR ON♦ CUR : • • • • • • • • . • • �� T. ��• • • • ♦ . .y..r .�► r"r T. �'�• • . • . : �� • . . . • ♦ . . ♦ . • ♦ . • • • • ♦ • • • . . • • • . . ♦ • • • ♦ . . r ♦ • • . • • • . • . • • • . . • • . . . r • • . • . . . • • • • • • • • . . • . • • • • . • . . • . . • • • • r • • . . . . . . • . . . ♦ • • • • ♦ . . . . . . . . . . . • ♦ . . . . . . . . • . . . . . • ♦ . . • . ♦ • • • • . • • • • • • . • • • . . • • . • • • • . • r . • . . . . . . • '0, 359, ' - — — — — — — • •"' '_"" -; - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 348340.31% 0.25% . ♦ ♦ r .......•......... . 8 .... .............. ............ ..... ............................ : 85.29' 16.10' : : : : : : 47.12' :47.12' ON CURVE ON CURVE ; ; ; ; ; oN cuR• oN cuR DESIGN: FLOWLINE ;PROFILE • • . . ; . . . . • . . . • . . • • . • . . • ; . • . . . . . . . ; • ♦ . . ; . . ♦ . ; . . . • ; . • ; . . r ♦ ; ♦ . . . : • . . • ♦ . • ♦ • . ; • . • . . . . • . . . . . . . . . . . . . . . . . . ♦ ; . . ♦ . ; . . ♦ . . . . . . ; . . . • . . . . . . . . . . . . . . . . • . • . • • . . . . • • . . . • . • ; . . . • ; • . . . ; . . . . . . . . . . . • . . . . . r . . . . . . ; . . . . . . • ♦ . . . . . . ; . • . . ; . ♦ . . . . . . . . . ♦ . . . . . . . . . • ; . . . • ; . . • . ; • • . . ; . • . • . . • . . ; . • . . . . . . . 346: .... : :....:....:• : :.•..:.•..:• :....:.•..:. :....:....:. :♦...:....:• :....:.. :. :....:....:. :....:.•..:. :....:..•.:. : :....:....:. :...•:....:. :..•.:.♦..:. :....:....:. :. :•• ..:....:....:346 10400 11400 1240 13400 14400 15400 16400 17400 18400 19400 20400 21400 22400 23400 EAST FL OWL/NE PROF/LE R IC' Q) IL 01/17/06 M a CH£CK£0 BY.• MKY p ID To 2, 00 �� v •I I Ix �� ® o P J � . DO , I, IL ' V Ix V McKEE ROAD SEE SHEET 3 1 CD 00 00 ir Ict. O M O co - to Lo Lo O M M p2Itpp 000 11 11 z J 2��W m . W ` U CL 00 V_ � W m m W W co N N o CENTERLINE -� .•...... .. ... .♦.. .. .. 352 352 •..• ...... ..•. ...,..•.,� .......r..•.. ...... ................, .... ...... .•..r....• �. �. r.♦..•............. r. . —__ _ ..........••.•.♦.... •♦•. •.... ♦••• 4.23% ... _ . ..r 0.51^ '51% • . / � _. _.•_ •., .51 ON CUR 350:•.••: :...•:..••.• ..• .... ....... ................................. ..•... ....... ........r..•.....••..••.•.•••...•.•......••... 350 % 47.12' 47.12' :0.25% N CUR ON♦ CUR : • • • • • • • • . • • �� T. ��• • • • ♦ . .y..r .�► r"r T. �'�• • . • . : �� • . . . • ♦ . . ♦ . • ♦ . • • • • ♦ • • • . . • • • . . ♦ • • • ♦ . . r ♦ • • . • • • . • . • • • . . • • . . . r • • . • . . . • • • • • • • • . . • . • • • • . • . . • . . • • • • r • • . . . . . . • . . . ♦ • • • • ♦ . . . . . . . . . . . • ♦ . . . . . . . . • . . . . . • ♦ . . • . ♦ • • • • . • • • • • • . • • • . . • • . • • • • . • r . • . . . . . . • '0, 359, ' - — — — — — — • •"' '_"" -; - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 348340.31% 0.25% . ♦ ♦ r .......•......... . 8 .... .............. ............ ..... ............................ : 85.29' 16.10' : : : : : : 47.12' :47.12' ON CURVE ON CURVE ; ; ; ; ; oN cuR• oN cuR DESIGN: FLOWLINE ;PROFILE • • . . ; . . . . • . . . • . . • • . • . . • ; . • . . . . . . . ; • ♦ . . ; . . ♦ . ; . . . • ; . • ; . . r ♦ ; ♦ . . . : • . . • ♦ . • ♦ • . ; • . • . . . . • . . . . . . . . . . . . . . . . . . ♦ ; . . ♦ . ; . . ♦ . . . . . . ; . . . • . . . . . . . . . . . . . . . . • . • . • • . . . . • • . . . • . • ; . . . • ; • . . . ; . . . . . . . . . . . • . . . . . r . . . . . . ; . . . . . . • ♦ . . . . . . ; . • . . ; . ♦ . . . . . . . . . ♦ . . . . . . . . . • ; . . . • ; . . • . ; • • . . ; . • . • . . • . . ; . • . . . . . . . 346: .... : :....:....:• : :.•..:.•..:• :....:.•..:. :....:....:. :♦...:....:• :....:.. :. :....:....:. :....:.•..:. :....:..•.:. : :....:....:. :...•:....:. :..•.:.♦..:. :....:....:. :. :•• ..:....:....:346 10400 11400 1240 13400 14400 15400 16400 17400 18400 19400 20400 21400 22400 23400 EAST FL OWL/NE PROF/LE O M R OWG No.: Q) DAT£.• 01/17/06 M a CH£CK£0 BY.• MKY � U v o CO 2, W �� v M m ® o P J � vo DO v V O M R OWG No.: 04-138ST01 DAT£.• 01/17/06 DRAWN BY a CH£CK£0 BY.• MKY SH££T OF 4 .-1''1I-SHEETS 2, W v O � Z o 27 L_u A08 No.: 03--138 OWG No.: 04-138ST01 DAT£.• 01/17/06 DRAWN BY A111S CH£CK£0 BY.• MKY SH££T OF 4 .-1''1I-SHEETS P x;04-' i8\Si er•is`;0�--iSL�' ,vg 2/%3/2006 -":44 P11, cd^), 'Dce „D_4C0. ... 2, CONSTRUCTION NOTES �1 CONSTRUCT 6 " CURB & GUTTER PER C. O. B. STD. DWG: S-1 W 4.5' W/DE COMB/NA T/ON TYPE SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED) 20 CONSTRUCT WHEELCHAIR RAMP PER C. 0. B. STD. DWG. S-41 O3 CONSTRUCT WIDE CROSS- GUT7FR PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MIN/MUM OF 1' EITHER SIDE TC 1 959' MAX. DENS/TY, TO A DEPTH OF 1 �4 ADJUST ALL EXIS77NG MANHOLES, VAL V£ COVERS, ETC TO F/N/ HED GRADE PER CITY STANDARDS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S7D. OWG. S-29 • EXISTING SURVEY MONUMENT - PROTECT IN PLACE -� INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTE) PER C.O.B.• STD. DWG S-31 -C-�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTE) PER C.O.B. S729. DWG. S-31 -}- INSTALL STREET NAME SIGN STANDARD STOP SIGN PER C.O.B. SHEET NO. S-40 - - PROPOSED RIGHT -OF -WA Y PROPOSED SEWER AND PIPE SIZE oIJ RECORD DRAWING • MATTHEW K. VOV4L.LA INCE 43130 EXf4'RES 3-31-j CURVE TABLE 21 N D WY. CURVE DELTA RADIUS LENGTH TANGENT C2 90'00'00" 30.00 47.12 30.00 C3 90'00'00" 20.00 31.42 20.00 C4 8'2630" 520.00 76.62 38.38 C5 8'26'30" 480.00 70.72 35.42 C6 81'33'30" 20.00 28.47 17.25 C7 98'26'30" 20.00 34.36 23.19 C8 81.33'18" 60.00 85.40 51.75 C9 81'33'18" 20.00 28.47 17.25 RECORD DRAWING • MATTHEW K. VOV4L.LA INCE 43130 EXf4'RES 3-31-j 0 0 00 rn M e NOTE.• EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRI VEWA Y WD THS SHALL BE 3 . JJ'. NOTED WIDTH INCLUDES 3' RAMPS ON EACH S/DE. DRWFWA YS SHALL BE CONSTRUCTED PER COS. S7D. DWG. T-12. RECORD Dt"I"A /ING MATTHEW K. VOIVIL DATE IIop 1- it O N X RCE 43130 EXPIRES 3-31-co�co 1-( O � -'� +N ��N M0= (0 00 d p+i +T -m �WN0_(n LL -� U- U crU U 15 14 13 12 11 10 9 8 7 co 0 0 0 0 00 - � 6 0 06 N 5 `a + a + o + + o + 0 0 0 co rn 4 C� .- �1 to �I t0 t0 + + •- .- `� r C-ej `�' O0 C� W c� a 3 d 3 -R/W 1 1 rn ► 2 _, - I 0+ ui -- - -� N c� o o M 1 N --)j � + L `19.33 *- 15+00 16+00 17+00 17+05.58 N 18+00 19+00 1 TYP 19.33 N -i - ------------8"S------ F -- -----i---- _ ----F-- _ 1, 19+43.5 o 20+00 t `� --_.8"S- -`_ ___ `~ i 3 R/W -- � _ - - 211'00 'o19.33 63652 01 0+07.93 i' } TYP. 00 0 2 2 00 22+0 �$ n I D Go p 0) 0 � a ( I I � 200 6 28 29 3031 I --I DWY. 0 s JACOB KELLYANN STREET STREET SEE SHEET 7 " II SEE SHEET 8 00 00 00 I- L N uj w tIj Cn Lo � I.-: M M S M w d F- +O +O +cow d0 -d N + +� �N �N CO00of C4 O)rn0 � NN Um m UW �U-0 U- A A COBA=.RN STREET PHASE 1 N 22+9 ` lof _ 72 q DWY. ;0� 73 I 1 21 N D WY. t i +� 20 19 STREET 18 17 16 I La!00 1 �. 3.y_ 0 Q�y 0 o co 0 0 0 OD 0 0 + M 0 + 0 + + o I� 2 ei c� c-0 N cj N c� (--0 >_ I RAW of 19.33' 19.33' TYP. TYP. 1 C, 63651 Q 0 Z 1 10+00.00 1-1�+pp� N 12+00 13+00 14+ O m 2 - ri �-- 10 N -- - 8"S-- ---+-- _--- - -! -------- U -- -� --- T_ - 7 - o �R ~ 003 F122 0 M � � 3: N r � � } I o + C� h + o M o + Cid cq o + GO + 23 24 N 25 N 26 27 HUGHES LANE SEE SHEET 40 O ct ~ (o� +O O N U W ,v HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' 0 0 00 rn M e NOTE.• EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRI VEWA Y WD THS SHALL BE 3 . JJ'. NOTED WIDTH INCLUDES 3' RAMPS ON EACH S/DE. DRWFWA YS SHALL BE CONSTRUCTED PER COS. S7D. DWG. T-12. RECORD Dt"I"A /ING MATTHEW K. VOIVIL DATE IIop 1- it O N X RCE 43130 EXPIRES 3-31-co�co 1-( O � -'� +N ��N M0= (0 00 d p+i +T -m �WN0_(n LL -� U- U crU U 15 14 13 12 11 10 9 8 7 co 0 0 0 0 00 - � 6 0 06 N 5 `a + a + o + + o + 0 0 0 co rn 4 C� .- �1 to �I t0 t0 + + •- .- `� r C-ej `�' O0 C� W c� a 3 d 3 -R/W 1 1 rn ► 2 _, - I 0+ ui -- - -� N c� o o M 1 N --)j � + L `19.33 *- 15+00 16+00 17+00 17+05.58 N 18+00 19+00 1 TYP 19.33 N -i - ------------8"S------ F -- -----i---- _ ----F-- _ 1, 19+43.5 o 20+00 t `� --_.8"S- -`_ ___ `~ i 3 R/W -- � _ - - 211'00 'o19.33 63652 01 0+07.93 i' } TYP. 00 0 2 2 00 22+0 �$ n I D Go p 0) 0 � a ( I I � 200 6 28 29 3031 I --I DWY. 0 s JACOB KELLYANN STREET STREET SEE SHEET 7 " II SEE SHEET 8 00 00 00 I- L N uj w tIj Cn Lo � I.-: M M S M w d F- +O +O +cow d0 -d N + +� �N �N CO00of C4 O)rn0 � NN Um m UW �U-0 U- A A COBA=.RN STREET PHASE 1 N 22+9 ` lof _ 72 q DWY. ;0� 73 1 00 OW6 No.: I N D WY. t i +� ELLASHOSH NN STREET -jlx SEE SHEET 9 m J li 0_ U W 'k DRIVEWAY LOCATION FOR LOT 1 TO 8E DETERMINED AT TIME OF HOME CONSTRUCTION � �G�NEER �c b/fid, J wY 'Md 'j >U 3 Ld X321 * S•`P td F -:d II Jn it Jco JLOW II�O) 0000 000) J 00 00 0) U) 00 00 00 0 O Lo �O 't N"O d' O d'i- T7., 00 ui m 00 o0 t� N M piN M IDN M N MO MN M -1.. -}. M co 2 II d- Z II 2 II co 2 II r7 II r7 II U OW +000 +00 N MV)+00 0: N m N D✓ COLOm ONW Mo(n Nr•U 0 U m �- CA '-c0 00 O N M m --� _j W + m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' 'I T OI) . . . . . � (m7 M .(�� . O Li LL co U00 ,O' N : GNU . : EXISTING GROUND' 352: ....:....: . ...: J .:....:....:....:....:... ....:....:. : : : CLNTERLINE . ;....;....;:....:....:....:....:....:....:....:....:....:....:.. ��.....;....:....;.ci..;......................... .......,Z-2,.:....; 352 : , . . . : , . . . : . . . . . . ' . �.- . . . .--•. . . . . . . . . . . . . �'-r-. .-r-�-. ,-r--s-: ,-,-•- • • ..�..L. . . . . . . . . . . . . . . . . : . . . . : . . . . : . . . . : . . . : . , . . : . . : , . . . : . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . 35047:12 :.......... .... - -- . -=-- _ ONCUR........0:20�:.........:....:....:....:....;................................ _ . ........... .........................................................., 350 :. ... ... .... .....:....:... 020%` ; , �t............... 0.2-0:21F.' DFSIGN : FLOWLINE PRORLE 348.. , .:... ,:.........:....:....:......... .....:... .. ' ....: : : : .................... .............. ............ ........... ...................... ............. ....................................... ...................................... 85.40' 348 ON; CURVE 10*00..............11 f00............. 12 0013+0014+0015+0016*0017+00 18+00 19+00 20+00 ........... , . . , ........... ............. ........................................... ............. ............. ..........:. 21+00 22+00.:....: , ...:. 23+00 :....: , ...:... . NORTH FL OWL/NE PROF/LE H 00 F * O ct It H O I) h-= O II I= N I_: to O 00 to 1= U) N O O cr- N rY 0 00 wI*, O w N to 00 ai 0i Oj ai 00 O 00 a0 00 00 00 a0 a0 th O pct 't o ct to O d M^O 't o 'd' �► d d c1 - Z NM M � Z M 0)04 V1 004 PO NM M M M NM Nn M U Z 2 2 2 2 II II II II Z II Z II II 00 0: w w 00 IY +000 +O U U) 0_ w tZ N w ►� D! m d W �m W m L6W o0�m T-6 d m W m m MW Nm W 01m Om M d f\ EXISTING GROUND © 000 N . N 352:....:,...:....: ..-�..:...................:..................:.........:....:....:....:....:....:....: :....:..CENTERLINE.:....:....:.,� ... :.... :....:....:.,..:....' ;..,�.;....;....: �..:...:.. ;....:....:....:....;,,.. 352 - � (3 d ci .....:....:....:. :. .... -. .-- ..-.-,- -,---: , T-.. : :....:....:....:..:....:....:....:....:.........:....:.. :. :.... ... :....:....:....:....:.. :....:....: 28 47' 'ON J 41 350: ....:... :....: .... ..........: '........................................ 31.42' ,-�.. :.. ..:....: 34.37' 47:12' .20% : ON CURVE �`_ - _ 350 �' A -CURVE ON CURVEI 0.51% :0.20% : : : : -2,28 : 18.55' ON. :...............:............:........:.... ..............;....;....;....;........;....;........;....:....;........;....; 31.42':...; ..... A;CURVE: DESIGN; FLOWLINE; PROFILE : ; : ON CURVE; 0.20 oho% 348: ................................................. .............. ................ ....... ......... ................... ..................... .........................................................� 519 49� ........:........:....�. 28.47 348 : : : : : : 10+00 ........... . ..11 *00. ........ 12 00............. 13+00............. 14*00............. 15*00............. 16+00............. 17+00............. 18*00............. 19+00............. 20+00............ 21+00............. 22+00 ..... , ...... 23+00.. SOUTH FL OWL/NE PROF/LE Fl: AC6-..c`,.ai_ats\C:- 3�.....i d ,- ',/"2�/200E 3'S3:5. PIM, tdir. Z)^r in 4OG. 1.1 , JOB No.: 03-138 OW6 No.: 04-138ST01 VA X.- 01/17/06 DRAWN BY.• MJS CHECKED Bv. MAIV SH££T OF 5 /, t, 12SHE£TS W M I� 'v Qjj JOB No.: 03-138 OW6 No.: 04-138ST01 VA X.- 01/17/06 DRAWN BY.• MJS CHECKED Bv. MAIV SH££T OF 5 /, t, 12SHE£TS V 40 41 42 43 CONSTRUCT/ON NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S-1 W/4.5' WIDE COMBINATION TYPE INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED) -L7- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C D.B. STD. DWG. S-31 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. S-41 + INSTALL STREET NAME SIGN CONSTRUCT W/DE CROSS -GUTTER PER C.O.B. SID. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA STANDARD STOP SIGN PER CO. B. SHEET NO. S-40 UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95 MA)( DENSITY, TO A DEPTH OF 19 ADJUST ALL EX/STING MANHOLES, VAL VE COVERS, ETC TO FIN/SHED GRADE PER C/TY STANDARDS - - PROPOSED R/GHT-OF-WAY - -8"s- - PROPOSED SEWER AND PIPE S/Z CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. S-29 1 EX/STING SURVEY MONUMENT - PROTECT IN FLA CElliiiillll�s �� MVV K, PROVED BY DATE to o -('ho s 431M RECORD DRAWING (0 -S -Its N CURVE TABLE 17+84.35 I CURVE DELTA RADIUS LENGTH TANGENT C3 90'00'00" 20.00 31.42 20.00 C10 44'24'55" 35.00 27.13 14.29 C11 268'49'50" 42.00 197.06 42.87 C12 41'33'36" 35.00 25.39 13.28 C13 268'39'35" 42.00 196.94 42.99 C14 4747'07" 35.00 29.19 15.50 C15 103'09'00" 20.00 36.01 25.21 C16 78'49'32" 20.00 27.52 16.44 C28 27'58'33" 1 480.00 1 234.37 119.57 C29 30'38'12" 1 520.00 1 278.05. 142.43 EX/STING SURVEY MONUMENT - PROTECT IN FLA CElliiiillll�s �� MVV K, PROVED BY DATE to o -('ho s 431M RECORD DRAWING (0 -S -Its N C14 0 00 + N NO _ O+ a. w r Il- U PPROVED BY: MARIAN P. SHAW P.E. 32178 DATE 5 J � OwY l l N a 74 R/W R/W 19.33' 19.33' _. _ 17+84.35 I 57 4 DWY. IMS: of � I 17+26.35 - DWY. "ZroI 56 to U 2 co w II 0) H M 3 N 3 Q MATTK V X. VOV �„ � 00 0o ao r 00 al r a o M coo a rn00 J -CID o V) m o twD ROE 43130 EXPI 3.31-1 16+10.35 45 0 0 = b 04 N M �' IN j DWY. 46 47 10 49 50 51 + N + 54 00 + n + N 14 1= 10' 20's 20' S �. 1* '- O ON O tn0 I, I O, U JW IJP J U- OJU rL' W Of W � � z z o w U 00 4:qj w 39 O 0 38 37 36 35 34 33 32 I ,J 3 CID 00 IN 00 00 } }CID 00 N 00 I rl-M 3 3 00 Ki to II �- � ± + � + ej +o r ai I I � � 19_ 33' 119.33'1 2 / ♦ i R/W TYP. TYP._ ��_ - - 5 C11 10+00.00 11+00 12+00 l 13 00 _ N 14+00 I I ----_9"S _ ----�- ----- i- -�-F - --+- - - ----------$s - - t 04 i C14 0 00 + N NO _ O+ a. w r Il- U PPROVED BY: MARIAN P. SHAW P.E. 32178 DATE 5 J � OwY l l N a 74 R/W 3 16+68.35 55 R/W 19.33' 19.33' _. _ 17+84.35 I 57 4 DWY. IMS: of � I 17+26.35 - DWY. I 56 3 16+68.35 55 JACOB II STREET 0, SEE SHEET 7 00 m 0) Lo t vi 0) 00 N oto M Lo H ++ Od + -N- d+N +- ON � rN - J J I� a 0.-1w c5m vn ,� HORIZONTAL: 1"= 50' URT VERTICAL: 1"= 2' PHASE 1 0) 0) I'- to I) J to J J to co Noi O) 00 00 00 N d0 mp d0 +to +to r�jNtoNM NM M a)II................. 011-.0z- Il. ........................................................................Z II Z.It4 ............ U 00 c 00 X L� 0 w Of 0000 tt� •U to •U w� .-,�w m. •w 352 m ..:.............. �� m ..:....:......... :.......:....:....:....:....:....:....:....:....:....: n .: ko °? : :....:....: 352 0 : :EXISTING GROUND ®: -CENTERLINE ................. .. :, :....:....:..... ._................ -�.:.,i :....:....: ' CU ' 27.13 ' ' --._: ON CURVE f : 350.....:.01,34%.... ... ":....:....:....:. .:.... :....:......... :....:.........:....:.... ...:.. .-_. �- ...... :....: 350 : 0.37%' 98.80" : 0.259; ON CURVE . _ ....:....: ' .......... ...0.259; :....:....:.... 348'....... :....:....:.. .: o....:....:.... ........ . .. ..... ...... .... 348 DESIGN :FLOWONE PROFILE IDENTICAL 346 ................ ....:....:....:......... :................... :....................:...................:........................: 346 POINT 10+DO 11+00 12+00 13+00 14+00 15+00 NORTH FL OWUNE PROF/LE rn r 0 II 1- o II H d F-= rn •-- rn w tt7 4' 00 N d- N't cqb "I m p dm 00 � M 0).jj................ _O it L N.jE...................................................................... M N M ... N 11.E ............ _,•O JtY 00000 mtbU �\Ld r 352 m ..:..........I..... .m..:................ ............. .................. M m.. + ... ..:....:..... 352 o :.----EXISTING GROUND 0 v : CENTERLINE : :r .27.13' :....:.....: ................ .:LJ :....:....: ON CURVE _ 350 :.... ' :.... ... ......... . ' .: . ! .... : : : : : ....... .........35003490 0.379 98.80' .0.259° ON CURVE . :... -1.899 :....:.... 348 .........................:.........:....:....:. :..:....:..................................:. .-0.s2%........ 348 DESIGN : FLOWLINE :PROFILE 31.42' ON CURVE :.........:....:....:....:....:....:... :. :....:....:....:....:....:. :. 18.55' ON CURVE :.... .... 346.....................................................:.............................:.........:....:...............:....:....: 346 10+00 11+00 12+00 13+00 14+00 15+00 SO TH FL OWL/NE PROF/LE 'A NOTE EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DR/VEWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE CONSTRUCTED PER CO. B. STD. DWG. T-12. R/W 19.33' 19.33' _. _ 1 - A o _ _ i - I Ck DWY. - TYP. TYP. p N Cil a_ „_ tl 2 N �� ^ O M M 3 N 3 Q �- 00 0o ao r i( I 0_ o M J J _ Uwa rn -CID o V) m o twD ao 16+10.35 45 0 0 = ± N M �' ,�+� j DWY. 46 47 10 49 50 51 - 52 9 54 00 14 1= 10' 20's 20' S �. M ON I, I JACOB II STREET 0, SEE SHEET 7 00 m 0) Lo t vi 0) 00 N oto M Lo H ++ Od + -N- d+N +- ON � rN - J J I� a 0.-1w c5m vn ,� HORIZONTAL: 1"= 50' URT VERTICAL: 1"= 2' PHASE 1 0) 0) I'- to I) J to J J to co Noi O) 00 00 00 N d0 mp d0 +to +to r�jNtoNM NM M a)II................. 011-.0z- Il. ........................................................................Z II Z.It4 ............ U 00 c 00 X L� 0 w Of 0000 tt� •U to •U w� .-,�w m. •w 352 m ..:.............. �� m ..:....:......... :.......:....:....:....:....:....:....:....:....:....: n .: ko °? : :....:....: 352 0 : :EXISTING GROUND ®: -CENTERLINE ................. .. :, :....:....:..... ._................ -�.:.,i :....:....: ' CU ' 27.13 ' ' --._: ON CURVE f : 350.....:.01,34%.... ... ":....:....:....:. .:.... :....:......... :....:.........:....:.... ...:.. .-_. �- ...... :....: 350 : 0.37%' 98.80" : 0.259; ON CURVE . _ ....:....: ' .......... ...0.259; :....:....:.... 348'....... :....:....:.. .: o....:....:.... ........ . .. ..... ...... .... 348 DESIGN :FLOWONE PROFILE IDENTICAL 346 ................ ....:....:....:......... :................... :....................:...................:........................: 346 POINT 10+DO 11+00 12+00 13+00 14+00 15+00 NORTH FL OWUNE PROF/LE rn r 0 II 1- o II H d F-= rn •-- rn w tt7 4' 00 N d- N't cqb "I m p dm 00 � M 0).jj................ _O it L N.jE...................................................................... M N M ... N 11.E ............ _,•O JtY 00000 mtbU �\Ld r 352 m ..:..........I..... .m..:................ ............. .................. M m.. + ... ..:....:..... 352 o :.----EXISTING GROUND 0 v : CENTERLINE : :r .27.13' :....:.....: ................ .:LJ :....:....: ON CURVE _ 350 :.... ' :.... ... ......... . ' .: . ! .... : : : : : ....... .........35003490 0.379 98.80' .0.259° ON CURVE . :... -1.899 :....:.... 348 .........................:.........:....:....:. :..:....:..................................:. .-0.s2%........ 348 DESIGN : FLOWLINE :PROFILE 31.42' ON CURVE :.........:....:....:....:....:....:... :. :....:....:....:....:....:. :. 18.55' ON CURVE :.... .... 346.....................................................:.............................:.........:....:...............:....:....: 346 10+00 11+00 12+00 13+00 14+00 15+00 SO TH FL OWL/NE PROF/LE 'A NOTE EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DR/VEWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE CONSTRUCTED PER CO. B. STD. DWG. T-12. R/W'� // k'Q- /� `�R/W 8 00 NPI 73 / / // S0 + \ c13 < = j 2 R/Wl _ . 6' / FL 4 17.. / /� N C12 M t7 11+ 0 C29 R/W 3 2 71 / / } r 00 oa r 1.0 Q), M + M M x �o• 2 /l o N + N 14 13 i 17 ± 16 15 70 Y �\ // / /11-0. O v v w -- II OJ II0 J O U 00 to M N 0j p N Cil a_ „_ tl Opt N �� ^ O M M N Q Of 0+ o d LJ +o 0 +N W 0_ LL -1 J J _ Uwa O� �� LL_ (z) r^vJ J U Lu �V 1 .. 1z 10 0 11 V 12+52.87 O 9 00 14 1= M ON R/W'� // k'Q- /� `�R/W 8 00 NPI 73 / / // S0 + \ c13 < = j 2 R/Wl _ . 6' / FL 4 17.. / /� N C12 M t7 11+ 0 C29 R/W 3 2 71 / / } r 00 oa r 1.0 Q), M + M M x �o• 2 /l o N + N 14 13 i 17 ± 16 15 70 Y �\ // / /11-0. O Q N 11 11 DON N YLA N to M 00 0) STREET 0000 ocq N (oco M W cn SEE SHEET 10 + + M N Q 0 0+ o U LJ r (y r r �< LL -1 J J _ Uwa ULL w �O -0 0 to i N of JJ U LL U m L�PA Y OC30UR 12 ZONTAL: 1"= 50' WRTICAL:_.I 2' vpt 47 50 II� to t� 11 1__: II r_j � _jJrcoN o to ^ � N ^ � M OO d 0)�r ^ 'd O) CA o6 C-4 I'7 0)NN� M�M MM +M ........II... 04- Z. IN t 2 II ............... 00 Z .II....... ........... 't .11 : oo °- oov : EXISTING GROUND: ® Nom Jw : ; 352 :.. m IN - q- W'0+0 :....:. :....:...CENTERLINE.:. m '� a . : �-� 04 ..u..... .. ...... .. .... ................... ....... ...... 350 :... :.. 234.37' : : : : 29'19' : ,`...:....:....:. 3 ON CURVE ON CURVE 0.50%' : 0.51% / . 98.47' . 21'... ... 0.50% . ... ON CURVE _ 348 ' .. ON CURVE .........:.. ..: 1� :....:.....:...:.... :....: 348 DESIGN FLOWLINE' PROFILE : 346:.....10+OD ..:................. . 11 . +00 :....:....:....:.. 12+00 ..:....:....:....:....:....:....:....:... 14+00 .:....:....: 34 13-f-00 II II WEST FL OWL/NE PROF/LE II N W -i r 0)00 O O 0 dq O t M d- nq- GONM NN 0 0M +M +n + to r ' . . . 0'00 0. OCOp. 0 : . . . . . . . . . . . . . . . . . . . . . . . . . . .p j00 U. J U. . . . . . . . . . . . . . . . . . EXISTING 'GROUND ro w : LLQ U N :�"� m' CEN:TERLINE �o m m m 352 : W o .................' ......................:....� �'.:. .:....:....:....:. �..: 352 J : ...... .. .... ........... ....:. ` ...:....:....:....:....:....:U 1. 350 ..........:... :. 278.05'. 25.39' :.........:. 35 ON CURVE : CURVE\ : :0.50% 0 11.86' : .51' % .. ............................................ 98.48' N CURVE .0.50% ON CURVE 348:...... ... ..:. .............. :............. ..........................:....:....:... 348 77 DESIGN OW -INE PROFILE 346:................:.........:....:....:....:....:....:....:....:....:....:....:....:....:....:.... ...... 346 10+00 11+00 12+00 13+00 14+00 EAST FL OWL/NE PROF/LE FIR V O Q N r P W � + Ld V) W cn + `- Q U LJ �L �< LL -1 d a- a- ZONTAL: 1"= 50' WRTICAL:_.I 2' vpt 47 50 II� to t� 11 1__: II r_j � _jJrcoN o to ^ � N ^ � M OO d 0)�r ^ 'd O) CA o6 C-4 I'7 0)NN� M�M MM +M ........II... 04- Z. IN t 2 II ............... 00 Z .II....... ........... 't .11 : oo °- oov : EXISTING GROUND: ® Nom Jw : ; 352 :.. m IN - q- W'0+0 :....:. :....:...CENTERLINE.:. m '� a . : �-� 04 ..u..... .. ...... .. .... ................... ....... ...... 350 :... :.. 234.37' : : : : 29'19' : ,`...:....:....:. 3 ON CURVE ON CURVE 0.50%' : 0.51% / . 98.47' . 21'... ... 0.50% . ... ON CURVE _ 348 ' .. ON CURVE .........:.. ..: 1� :....:.....:...:.... :....: 348 DESIGN FLOWLINE' PROFILE : 346:.....10+OD ..:................. . 11 . +00 :....:....:....:.. 12+00 ..:....:....:....:....:....:....:....:... 14+00 .:....:....: 34 13-f-00 II II WEST FL OWL/NE PROF/LE II N W -i r 0)00 O O 0 dq O t M d- nq- GONM NN 0 0M +M +n + to r ' . . . 0'00 0. OCOp. 0 : . . . . . . . . . . . . . . . . . . . . . . . . . . .p j00 U. J U. . . . . . . . . . . . . . . . . . EXISTING 'GROUND ro w : LLQ U N :�"� m' CEN:TERLINE �o m m m 352 : W o .................' ......................:....� �'.:. .:....:....:....:. �..: 352 J : ...... .. .... ........... ....:. ` ...:....:....:....:....:....:U 1. 350 ..........:... :. 278.05'. 25.39' :.........:. 35 ON CURVE : CURVE\ : :0.50% 0 11.86' : .51' % .. ............................................ 98.48' N CURVE .0.50% ON CURVE 348:...... ... ..:. .............. :............. ..........................:....:....:... 348 77 DESIGN OW -INE PROFILE 346:................:.........:....:....:....:....:....:....:....:....:....:....:....:....:....:.... ...... 346 10+00 11+00 12+00 13+00 14+00 EAST FL OWL/NE PROF/LE FIR V O Q N P W U (z) r^vJ r Lu �V 1 .. 1z V O IDENTICAL POINT JOB No.: 03-138 DWG No.: 04-198ST01 RATE: 05108 115 PRAWN BY.• M✓S CHECKED BY.• MKS SHEET 6R Of 12 SN£ETS O Q N P W Lu V O 14 1= O, Of W � � z z o w 4:qj w JOB No.: 03-138 DWG No.: 04-198ST01 RATE: 05108 115 PRAWN BY.• M✓S CHECKED BY.• MKS SHEET 6R Of 12 SN£ETS CONS TRUC77ON NOTES �1 CONSTRUCT 6" CURB & GUTTER PER C. O.B. STD. DWG. S-1 W14.5 WIDE COMB/NA TION TYPE SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE N07ED) O CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD DWG. S-41 0 CONS7RUCT WIDE CROSS-GUTTFR PER C.O.B. STD, DWG. S-35. (C TRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95,v. MAX DENSITY, TO A DEPTH OF 19 U4 ADJUST ALL EXIS77NG MANHOLES, VAL VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS O CONSTRUCT SURREY MONUMENT ENCASEMENT PER C.O.B. SD. DW S-29 • EXISTING SURVEY MONUMENT - PROTECT IN PLACE -C�- INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD DWG. S-31 -U- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER CO.B. S7D. DWG S-31 + INSTALL STREET NAME SIGN STANDARD STOP SIGN PER C. 0. B. SHEET NO. S-40 - - PROPOSED RIGHT -OF -WA Y - -8"S- -- PROPOSED SEWER AND PIPE SIZE J�I-j lm .0 so - CURVE TABLE L0 CURVE DELTA RADIUS LENGTH TANGENT C3 90'00'00" 20.00 31.42 20.00 C17 105'17'08" 20.00 36.75 26.20 C18 84'51'10" 20.00 29.62 18.28 C24 1 • • c; -viii v� 520.00 1 194.57 98.44 C25 1 6'09'11" 1 480.00 1 51.55 25.80 DWY.-I V � 66 M �J . F (Z n� i v 990;,� _57 APPROVED BY DATE 11Y.- MARIAN P. SHAW P.E. 32178 DATE NOTE- EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRIVEWAY MD THS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DR 14EWA YS SHALL BE CONSTRUCT SD PER CO. B. STD. DWG. T-12. 19 20 21 22 r 0 Q 3 3 o n c� cj CS c� c -4i R/W ( 19.33' 19.33' - - 1 TYP. TYP. 636 W -N r= --=. IA _11+00 .11+00 _ _ - -12+00 - I's - - - - 13+00 _ n j SEE TEMPORARY TURN -AROUND DETAIL THIS STEET 23 24 c a o4 tn tn �I I I,',\ O M N U) INSTALL DOUBLE CHAIN LINK GATES PER C.O.B. STDu, DWG. NO. D-13__9-507- INSTALL -13_0.50%INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED t / tK ' AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION 'S 1.5% OF ADJACENT PHASE. P �FL I „' MIN. INSTALL 6' HIGH CHAIN LINK FENCE W/O REDWOOD SLATS & CONRETE CURB----, PER C.O.B. STANDARD DWG. NO. D-12 (TYP.)dN '8 a it SWALE , 0.62% d �A9 � (TYP.) I N m 1 N PO 'o o 0 0 J -7J r'%J MJ thJ nN0 tO�t 00d- 00 00 W W N+ N + N LEBOW +N +N +N V) V) +,� �a �� �Q_ �0. Q °gym � COURTi _jW _jm SEE SHEET 6(3 cj CL a- U 60' 10 2 20 1 20' 10' 25 DWY. ( DWY. DWY. ( cn 52 ( i 32 c 3100 I, 2 I --,�R/W 636G1 I 3 a - R/W- Ir <rt 0 N 16+00 17+00 - - 18+00 - - - 19+00 0 166+631 -I 19+47.30, N 1 1 1 ­ -- 1\1 _V1 1\1 I N VI_ 19.33' 19.33' T_.7__ -F1933'.19.33 R/WR/W 1 19.33'-,_T -I TYP. TYP. TYP. >: >: >:TYP. TYP. A � I I D � � c9ip p 0 >: 3 � 3 C-0ej � o 0 Lc tc ' K re� M I M I M to LO M M LO LO LO 0i 27 28 29 30 1 I 32 33 53 54 55 56 57 PO LO r? 58 d 5c I I +N 00 � I I � I I «. y` RECO, RD DRAWINGm� cn 43130 art 31.2010 oor' cKc.MATTHEW K. W11'1tt.A CthfiE qJA COB RCE 43130 EXPIRM 3-31.1, PHASES 1 & 2 1 12 16+30.00 i � 11 q DWY. ai 16+88.00 rn DWY. � 10 .IY a, 17+49.58 rn I NI II I 9 q DWY. I O' O' 20' 10' 1 COBERN STREET o SEE SHEET 5 r~ O � +a 0 N -1 w o m JACOB STREET 53 �- INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUND COMPACTED TO 90% RELATIVE DENSITY. TEMPORARY TURN -AROUND DETAIL HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' �-1 � 00 I-: co it t- = I-: O F- O 1- � tet• 0 J�Jr- .JOS 0-lo6 -1 r- _j LO _j JO N 0�t-t 0d,' 'QOM d dt �t00 � 0d-- O� 40 352. . . . . . Nr7NrO NM . . . . . . . . . . . NzV) N II . NM . . . NM N� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •�•u.�; u z II. �aw .�.u. .a.,,..a.I►. a.;;..;,.. 352 rid N� +oU r -a o` o� mto w : - EXISTING GROUND :C9� °,'�'� °° � � :M m � w � n w :....:... c }m. .................................. : ....: :....:..CENTERLINE.:....:....:....:....:........:......�+� ..�� ...: 0 .gym..:....:....:....:....:....:....:....:+m.. .......... o �c D .:.... � 350:... C . .. :........:....:....:....:.. �._. :....:.. __...�-. --. _ :... :_ .�.--- :-- :....:....:350 12.87' : : 26.99' ........ .. :. ...... :. .. :. .. .. .............. .. .. ON CURVE . ON CURVE.... ......... .0.20%: ; 65% 31.42• 5. 348..................................................................................®.......s...............................................oNcuRVE......... . 348 �a 0.20% ..... ............. .......................................:....:....:......... :..................... ....... ................. ........................................... : 346: .... :....:... :.:....:....:....:....:....:....:....:....:....:......... :....:....:....:DESIGN FLOWLINE PRCJFILE:....:....:....:....:....:....:....:....:....:..............:.................... :....:346 10+00......... 11+00 ............. 12+00............. 13f 00............. ...... .... 14+00.......15*00......... 16+00............. 17-f•DO............. 18f 00............. 19f 00............. 20f 00 WEST FL OWL/NE PROF/LE i _: to F- N 1- to F_: -4- O woven of 00 �d0 pd0* d0• NM NM �M OM M 352 ...... .00 .11. 2 H. 1 it 2..11..1 .. .............. 352 of LO m m N a No EXISTING GROUND t�? o m w t� 0 0 N . N :, m CENTERLINE :o �;...1...+ .................................................... .......... ................. + m.. 0 0 :v) 350....... . ' .........................: .�:.. _ . -- . _ .... .� . ___.. �--- ........ . � ........ - .? .... . __._. _. _. __.:- .. ........:.....350 ........ .. :. ..... .:... ...:.... :......... :.............. :....:....:....:....:......... .......... :.............. :............................. :....:....:....:................... 0.5 ........... 348.4...:.. :.:....:....:....:.........:....:....:....:....:....:....:....:....' :.. .........................:..............:....:..... ....:....:....:....:....: ...oN cuRUE...:..... 348 0:25% :....:... .. . �a9 •DESIGN FLOWLlNE PROFILE ... • ....:. • ...:....:....:....:....:....:....:. 346 ....:.... ....: ....:....:....:....:.... :....:....:....:....:....:....:....:....:......... :....:....:....:....:....:....:................... :....:...... ....:......... :....:....:....:..................... 346 1.4090 .................................................................•..•..................................................................................................... 10f00 11+'00 12+00 13f 00 14+00 15*00 16+00 17*00 18+00 19+00 20+00 EAST FL OWUNE PROF/LE 54 >> V CURVE TABLE L0 CURVE DELTA RADIUS LENGTH TANGENT C3 90'00'00" 20.00 31.42 20.00 C17 105'17'08" 20.00 36.75 26.20 C18 84'51'10" 20.00 29.62 18.28 C24 1 2126'19" 1 520.00 1 194.57 98.44 C25 1 6'09'11" 1 480.00 1 51.55 25.80 19 20 21 22 r 0 Q 3 3 o n c� cj CS c� c -4i R/W ( 19.33' 19.33' - - 1 TYP. TYP. 636 W -N r= --=. IA _11+00 .11+00 _ _ - -12+00 - I's - - - - 13+00 _ n j SEE TEMPORARY TURN -AROUND DETAIL THIS STEET 23 24 c a o4 tn tn �I I I,',\ O M N U) INSTALL DOUBLE CHAIN LINK GATES PER C.O.B. STDu, DWG. NO. D-13__9-507- INSTALL -13_0.50%INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED t / tK ' AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION 'S 1.5% OF ADJACENT PHASE. P �FL I „' MIN. INSTALL 6' HIGH CHAIN LINK FENCE W/O REDWOOD SLATS & CONRETE CURB----, PER C.O.B. STANDARD DWG. NO. D-12 (TYP.)dN '8 a it SWALE , 0.62% d �A9 � (TYP.) I N m 1 N PO 'o o 0 0 J -7J r'%J MJ thJ nN0 tO�t 00d- 00 00 W W N+ N + N LEBOW +N +N +N V) V) +,� �a �� �Q_ �0. Q °gym � COURTi _jW _jm SEE SHEET 6(3 cj CL a- U 60' 10 2 20 1 20' 10' 25 DWY. ( DWY. DWY. ( cn 52 ( i 32 c 3100 I, 2 I --,�R/W 636G1 I 3 a - R/W- Ir <rt 0 N 16+00 17+00 - - 18+00 - - - 19+00 0 166+631 -I 19+47.30, N 1 1 1 ­ -- 1\1 _V1 1\1 I N VI_ 19.33' 19.33' T_.7__ -F1933'.19.33 R/WR/W 1 19.33'-,_T -I TYP. TYP. TYP. >: >: >:TYP. TYP. A � I I D � � c9ip p 0 >: 3 � 3 C-0ej � o 0 Lc tc ' K re� M I M I M to LO M M LO LO LO 0i 27 28 29 30 1 I 32 33 53 54 55 56 57 PO LO r? 58 d 5c I I +N 00 � I I � I I «. y` RECO, RD DRAWINGm� cn 43130 art 31.2010 oor' cKc.MATTHEW K. W11'1tt.A CthfiE qJA COB RCE 43130 EXPIRM 3-31.1, PHASES 1 & 2 1 12 16+30.00 i � 11 q DWY. ai 16+88.00 rn DWY. � 10 .IY a, 17+49.58 rn I NI II I 9 q DWY. I O' O' 20' 10' 1 COBERN STREET o SEE SHEET 5 r~ O � +a 0 N -1 w o m JACOB STREET 53 �- INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUND COMPACTED TO 90% RELATIVE DENSITY. TEMPORARY TURN -AROUND DETAIL HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' �-1 � 00 I-: co it t- = I-: O F- O 1- � tet• 0 J�Jr- .JOS 0-lo6 -1 r- _j LO _j JO N 0�t-t 0d,' 'QOM d dt �t00 � 0d-- O� 40 352. . . . . . Nr7NrO NM . . . . . . . . . . . NzV) N II . NM . . . NM N� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •�•u.�; u z II. �aw .�.u. .a.,,..a.I►. a.;;..;,.. 352 rid N� +oU r -a o` o� mto w : - EXISTING GROUND :C9� °,'�'� °° � � :M m � w � n w :....:... c }m. .................................. : ....: :....:..CENTERLINE.:....:....:....:....:........:......�+� ..�� ...: 0 .gym..:....:....:....:....:....:....:....:+m.. .......... o �c D .:.... � 350:... C . .. :........:....:....:....:.. �._. :....:.. __...�-. --. _ :... :_ .�.--- :-- :....:....:350 12.87' : : 26.99' ........ .. :. ...... :. .. :. .. .. .............. .. .. ON CURVE . ON CURVE.... ......... .0.20%: ; 65% 31.42• 5. 348..................................................................................®.......s...............................................oNcuRVE......... . 348 �a 0.20% ..... ............. .......................................:....:....:......... :..................... ....... ................. ........................................... : 346: .... :....:... :.:....:....:....:....:....:....:....:....:....:......... :....:....:....:DESIGN FLOWLINE PRCJFILE:....:....:....:....:....:....:....:....:....:..............:.................... :....:346 10+00......... 11+00 ............. 12+00............. 13f 00............. ...... .... 14+00.......15*00......... 16+00............. 17-f•DO............. 18f 00............. 19f 00............. 20f 00 WEST FL OWL/NE PROF/LE i _: to F- N 1- to F_: -4- O woven of 00 �d0 pd0* d0• NM NM �M OM M 352 ...... .00 .11. 2 H. 1 it 2..11..1 .. .............. 352 of LO m m N a No EXISTING GROUND t�? o m w t� 0 0 N . N :, m CENTERLINE :o �;...1...+ .................................................... .......... ................. + m.. 0 0 :v) 350....... . ' .........................: .�:.. _ . -- . _ .... .� . ___.. �--- ........ . � ........ - .? .... . __._. _. _. __.:- .. ........:.....350 ........ .. :. ..... .:... ...:.... :......... :.............. :....:....:....:....:......... .......... :.............. :............................. :....:....:....:................... 0.5 ........... 348.4...:.. :.:....:....:....:.........:....:....:....:....:....:....:....:....' :.. .........................:..............:....:..... ....:....:....:....:....: ...oN cuRUE...:..... 348 0:25% :....:... .. . �a9 •DESIGN FLOWLlNE PROFILE ... • ....:. • ...:....:....:....:....:....:....:. 346 ....:.... ....: ....:....:....:....:.... :....:....:....:....:....:....:....:....:......... :....:....:....:....:....:....:................... :....:...... ....:......... :....:....:....:..................... 346 1.4090 .................................................................•..•..................................................................................................... 10f00 11+'00 12+00 13f 00 14+00 15*00 16+00 17*00 18+00 19+00 20+00 EAST FL OWUNE PROF/LE 54 >> V L0 O M � O O r\ M 5 U N M 44W m � W V � M �J . F (Z n� i ■ ■ JOB No.: 03-1.38 DWG No.: 04-138ST01 DATE 05108115 DRAWN Br: M✓S CHECK£® BY MlfV SH££T 7R Of Tri SH££TS L0 O M Q N M � W M v z Q 4 O 1= 0 Ld o' LLJ z o Z> O co LQ ■ ■ JOB No.: 03-1.38 DWG No.: 04-138ST01 DATE 05108115 DRAWN Br: M✓S CHECK£® BY MlfV SH££T 7R Of Tri SH££TS CONSTRUCT/ON NOTES �1 CONSTRUCT 6" CURB & GUTTER PER C. 0. B. STD. DWG. S-1 W/4.5 W/DE COMB/NA 770N TYPE SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED O2 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. S-41 O3 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (COTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95 MAX. DENSITY, TO A DEPTH OF 1 ® ADJUST ALL EXISTING MANHOLES, VA VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. D WG S-29 i EXISTING SURVEY MONUMENT - PROTECT IN PLACE �- INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 -� INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 + INSTALL STREET NAME SIGN STANDARD STOP SIGN PER C.O.B. SHEET NO. S-40 - - PROPOSED RIGHT -OF -WA Y - -8"S- - PROPOSED SEWER AND PIPE SIZE H J NOTE.- EXCEPT AS 077AERW/SE SHOWN ON PLANS, ALL DRIV£WA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE CONSTRUCTED PER COS. STD. DWG. T-12. mj SEE TEMPORARY tW V) TURN --AROUND DETAIL Q Q THIS STEET = _ w I U I I w I I I I I I 41 o I I 0 40 0 39 00 38 0 37 0 6 0 1 35 0 34 66 0 65 0 64 I I I + ) = co N I I o O + + + 04 01) + + .- I GO (94 0 / 19.33' 19.33' - I 5' R W 1--- - - TYP. TYP. 1 � \\ 0 1 64 DWY. I CURVE TABLE 63 --8"S----- CURVE DELTA RADIUS LENGTH TANGENT C3 90'00'00" 20.00 31.42 20.00 C4 826'30" 520.00 76.62 38.38 C5 8'26'30" 480.00 70.72 35.42 C6 81'33'30" 1 20.00 28.47 1 17.25 C7 98'26'30" 1 20.00 1 34.36 1 23.19 mj SEE TEMPORARY tW V) TURN --AROUND DETAIL Q Q THIS STEET = _ w I U I I w I I I I I I 41 o I I 0 40 0 39 00 38 0 37 0 6 0 1 35 0 34 66 0 65 0 64 I I I + ) = co N I I o O + + + 04 01) + + .- I GO (94 0 / 19.33' 19.33' - I 5' R W 1--- - - TYP. TYP. 1 � \\ 0 1 64 DWY. I I 19+62.12 63 --8"S----- q DWY. coI M cn I I 0 � 04 M p , t rl 2_SH££TS 20+20.12 ;.) M 00 040 d' to � 00 't 0)N K) 0) M (� 0) M DWY. ...;..;....:......,,;.,..:....;.;....;,...,...;...;..,.;..•.;....,,,,.:..;....;....;....:.r..;...,;..,.;...,;.,..;,......,;...::.0 ....;....;,...o EXISTINGGROINp;®; m�. 62 O I I 20+78.12 61 q DWY.--� I 21+36.12 101 RECORD DRAWING C/�I�ASE ,2 ONLY MATTHEW K VOVIL(,� RCE 43130 EXPIRES 381 J� DATE 10100.00 --- I � ----11+00---i- � -- � - - - 12+00 - - --8"S----- o6 o6 `r rn 13+00 - __ 2 I! U 0 0 cn I I 0 � 04 M p , t rl 2_SH££TS 00 040 d' to � 00 't 0)N K) 0) M (� 0) M :....:....:..m. :."t � ...;..;....:......,,;.,..:....;.;....;,...,...;...;..,.;..•.;....,,,,.:..;....;....;....:.r..;...,;..,.;...,;.,..;,......,;...::.0 ....;....;,...o EXISTINGGROINp;®; m�. xx O CENTERLINE : : I 2FI 350....:.,..:..r 19.33' 19.33' �R/W m C7 Wj 638F8 1 '- i :...,:.... - . TYP. TYP. m. ' 28.47' ....-O+m4 , M � 348:....:•.,,:... : :....:... :... .. :. ..:....:....: ...:....:. :. : .: ...:... :....:. ..:.. :. .: ; ; : . : 2.28% NC.. ; ............................................. ... .............,..... 348 010 I 0.20%. EXISTING GROUND: C r LAj ; N.URVE } : p,51% a, o� ...:...................:...,:....;,..,:,..,:....:,,..:..,,;....:.,.,;....:,,.,:.:....:,..,:,,,.:....:...,:....;....:....;....:....;...,:;.,..:.,..:..,,:...,:,...:....:.,.•:..,,:...,: 346 ^ a oLf ........... .,.:.r.. .350 .,,... 10+00 C-->'0 0 �' 4 WEST FL OWL/NE PROF/LE L6 5 , ' 42 0 43 ± 44 N 45 46 i 471 I • „ .�_. r r . . . . . . . . . . . . . . . . . ... . . . . . . . . . . , c+v ► 14 051% 0;63% 348 ...... :.. ...:..•.:....:..,•:....:....:....:....:....:....:....:.•..:..,.:....:....:,,.,:...,:....:....:....:....:•...:....:....:....:...,:..,.',...',.,.'.,,.',.. .. .,' •..'....' 348 'J . . . , . . . . r r • . ..3142' r . r • . . • r . • . • . . • 0.20% • • • . r , . • . • . • • , • , • . r . • • . • r . 7. r . CURVE O Z z FJ I j W W W Z(j� a W (n 0 0 o� 0 O + N J U U W • INSTALL 6' HIGH CHAIN LINK FENCELo W/O REDWOOD SLATS & CONRETE CURB cj f' PER C.O.B. STANDARD DWG. NO. D-12 (TYP.)^�� A ���A o � N m e4 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. o: Li I I I 0 63 0 62 0 61 0 60 I 1 1 In + M C)to n ^ 0 3 I o � c� c-ai c-0 Gj I i 9.33' 19.33' 2 1 TYP. TYP. R/W I , Gr° _ - - 17+00- - - 18 +0-- 0=- i �- 19±00 - 'r, 19+39 4 N I .-- Q Q SIN 66 65 KELLYANN s q STREET ✓��� (TYP.) r -I-4 I 1 67 1 68 INSTALL TEMPORARY TURNAROUND WITH 2" A.C. PAVING OVER 6" NATURAL GROUND COMPACTED TO 90% RELATIVE DENSITY. TEMPORARY TURN -AROUND DETAIL 18+70.05 I 7 DWY. 19+22.67- !` DWY• 6 19+ N 1 5 N 14 _W N A N1 0 19.33' 19.33' _ TYP. TYP. 2 20+ 37.4} 3 3 r ami ?3 M 0 0 2 W D Ip N o � Q O O � �y C-0 c6 `�' 0i c4' 000 � c� o cam+ rn GO ,.� 01 o� 4 N 1 48 49 � 67 to 68 0 69 ,+. 70 + 1 71 � 72 10. 16 , 20 20' L10' 20+95.44 rn Oi Lo RECORD DRAWING U 1100011, ]F=l AEL=� T YANN 49T)`�,I` v� • I MATTHEW K. vovlLu ®ATE PHASES 1 8c 2 RCE 43130 EXPIRES 3-31- d- �G�NEER * di ZW �-- u j II � W � Qom• ���, o d0 co W W W co o= o M I c°ccoo � t- m W= 00 + O + LO >- U W 0) N;� W M C 14 v-00 N 0) 04 W W •- V) I U CL O -iJ U J U 4 -I U % `�bfr W '�� ULA W L_ W> U W b �P HORIZONTAL: 1"= 50' �'LS/��a *S VERTICAL: 1"= 2' O . M C*4 �to JO r 04-138ST01 (6 M N M o6 o6 `r rn DRAWN BY 2 I! U 0 0 2 M II Lo m 0 � 04 M p , t rl 2_SH££TS 00 040 d' to � 00 't 0)N K) 0) M (� 0) M :....:....:..m. :."t � ...;..;....:......,,;.,..:....;.;....;,...,...;...;..,.;..•.;....,,,,.:..;....;....;....:.r..;...,;..,.;...,;.,..;,......,;...::.0 ....;....;,...o EXISTINGGROINp;®; m�. xx O CENTERLINE : : 350....:.,..:..r :.,.,:...,:....:....:....:....:....:•,..:...,:....:.,..:......... :,..,:....:....:,...:....:...,:,...:....:.,..:....:....:.,..; : : ; �; 350 a U m C7 Wj m 020 M J CO :...,:.... - . ....:....:....:....:....:....:..............:....,,.,,.....................:...,:....:....: m. ' 28.47' ....-O+m4 , M � 348:....:•.,,:... : :....:... :... .. :. ..:....:....: ...:....:. :. : .: ...:... :....:. ..:.. :. .: ; ; : . : 2.28% NC.. ; ............................................. ... .............,..... 348 0.20%. EXISTING GROUND: C ..:.. 31,42' LAj ; N.URVE ....;.... .:. .... .... .... .. ........ .....:.... ...: :.... .... .. .... r ... .... r r.. .. ...,:... ... .... .... .... ; : p,51% 346 ,,,,;,,,,;,,,,,,, ...:...................:...,:....;,..,:,..,:....:,,..:..,,;....:.,.,;....:,,.,:.:....:,..,:,,,.:....:...,:....;....:....;....:....;...,:;.,..:.,..:..,,:...,:,...:....:.,.•:..,,:...,: 346 .� ........... DESIGN :FLOWLINE PROFILE ........... .,.:.r.. .350 .,,... 10+00 ............. .,....r....,..............,.,,,,....,....,.,.,,........,,...,...,.,,....,,,,, ..18+00.....,..r....19*00...,,,,.,....20+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WEST FL OWL/NE PROF/LE 5 , ' O . M 00 o-� 04-138ST01 DAT£.- ��o �(ox �Lo DRAWN BY lLQ CHECKED BY MKV 0 � 04 M p , t rl 2_SH££TS 00 040 d' to � 00 't 0)N K) 0) M (� 0) M M xx O + 2 N Lo II N �� U cV n -I j to a U m C7 Wj m 020 M J CO ,. m. ' r r r r r r r r r ...............:...........r..;r•.•.... ......r.................••..... ....-O+m4 , M � O EXISTING GROUND: C ooU: oo itn LAj Z oILI CENTERLINE; 350: .� ........... ........... .,.:.r.. .350 , ' . �: �/ -` ._. . • „ .�_. r r . . . . . . . . . . . . . . . . . ... . . . . . . . . . . , 051% 0;63% 348 ...... :.. ...:..•.:....:..,•:....:....:....:....:....:....:....:.•..:..,.:....:....:,,.,:...,:....:....:....:....:•...:....:....:....:...,:..,.',...',.,.'.,,.',.. .. .,' •..'....' 348 'J . . . , . . . . r r • . ..3142' r . r • . . • r . • . • . . • 0.20% • • • . r , . • . • . • • , • , • . r . • • . • r . 7. r . CURVE • • . , , , . e . . , . . , . . . . . r , , , . r . . . . • . . • . . • • . r , . • . • . . , . . . r , r . . , . . • . , • . • • . . . . • . • r . r . . • . • . 346....:....;,...:,.r. ,.:..,.:....:..•.:....:....:....: :,,.,:.,.,:•...:,...:..,r:....:...,:...,;,r..:.. :.•,,:....:....: : : : : : : : 346 DESIGN FLOWLINE: PROFILE ' x \ 10+00,..... ....11+00.............12+00,,...,...,..,13+00.,,...,..,...14+00......x..,.,.15+00x............16+00...,.....x..,17+00...........,x18+00..,.,...•....19+00.............20+00 c ' EAST FL OWUNE PROF/LE 6- O . M Q 0W0 No.: 04-138ST01 DAT£.- 01/17/06 DRAWN BY lLQ CHECKED BY MKV SH££T OF p , t rl 2_SH££TS M a U O LAj Z oILI 9 5 1 1 JOB No.: 0.3-13B 0W0 No.: 04-138ST01 DAT£.- 01/17/06 DRAWN BY Yjs CHECKED BY MKV SH££T OF p , t rl 2_SH££TS 21+94.12 10' 20 20' 1 ' 59 1 I NOTE: EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRIVEWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE CONSTRUCTED PER COS. STD. DWG. T-12. CONSTRUCT/ON NOTES TABLE U1 CONSTRUCT 6" CURB & GUTTER PER C. O. B. STD. DWG. S-1 W/4.5 WIDE COMBINA T/ON TYPE DELTA SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED) LENGTH O2 CONSTRUCT WHEELCHAIR RAMP PER C. O.B. STD. DWG. S-41 81'33'18" O3 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (C NTRACTOR SHALL COMPACT AREA C9 UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1) O4 ADJUST ALL EXISTING MANHOLES, VAL VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DW . S-29 20.00 EXISTING SURVEY MONUMENT - PROTECT IN PLACE 90'00'11" -O- INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) F ER C.O.B. STD. DWG. S-31 -�- INSTALL 9500 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED F ER C.O.B. STD. DWG. S-31 - INSTALL STREET NAME SIGN v r STANDARD STOP SIGN PER C.O.B. SHEET NO. S-40 Z - - - PROPOSED RIGHT OF WAY Q — —8"S— — PROPOSED SEWER AND PIPE" SIZE — wI w 4 �Z. Z V o� 350....:....: 0 Ld + a to o V_ w O U �w .. .._..r ............. ............ %' ...... _._._. ;-�—. - ......- -- . _ _ I :01 U 11 1 ! 21+94.12 10' 20 20' 1 ' 59 1 I NOTE: EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRIVEWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. DRVIEWA YS SHALL BE CONSTRUCTED PER COS. STD. DWG. T-12. SEE TEMPORARY TURN—AROUND DETAIL THIS STEET %L DWY. 1 57 56 55 54 53 52 I)to I o n M M 51 50 78 Lo C14 76 75 00 to M 0 22+52.12 I r + to M rn N o 6 6 6 1 1 58 ( I� ECO u" A I N Cads�� ®w MATTHEW K. VOVILLA DATE 43130 EXPIRES 3 -31 - HEUORD E)IIAWNG -� OWA5E 2 MATTHEW K. VOVU.LA am RCE 43130 EXPIRES 3.31•x' �-y. �"' Mrm 3 N 3 N P j M / /� :� >- # >: + + Q 'n 3 to 3 co to 0 a- c� c-0 / / / 0i \ \\ 0i c� o 0 k6,36�FF6 �R/W TYP. TYP. 1 636F5 \\ 19.33' 19.33' _8 0+00.00 — ` 44=00— _ _ _ _ •- — —12+00 + � 13+00 ?, ---f o -- --� --�---E--- T— — �-_ ou P inn j 00 II O O C3 O 1= d- O p+o • Or V U- W 1 00 jZ+oo TRACT BOUNDARY m W W V) N Q Q 2 2 EL A SHOSH S / lmft=ET PHASES 1 & 2 V � w �SWALE TO TEMP.A�= �\RETENTION BASIN c 0- 11 41 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE D1�� w:..'66' is►. QG BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED ;4' :AG:.�. �1 AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION r.J OF ADJACENT PHASE. � 1:5%.: U ' A9 0 .._ SWALE 9Q. 11 0.50 TRACT BOUNDARY w WWW S mcr= (0-00 J O (� w ��,`3<p + w 00 `- 00 r - w IQ M a- 78 plc, ELLASHOSH s�—STREET TRACT BOUNDARY V; INSTALL TEMPORARY TURNAROUND WITH J m U 74 0o 7J636F4 rn00a -8"S--- 18+00 ----- - 18+9620 II c',00 (o CV 00 co +00 � 00 U LL. m 2" A.C. PAVING OVER 6" NATURAL GROUND COMPACTED TO 90% RELATIVE DENSITY. I 21 +53.44 TEMPORARY TURN—AROUND DETAIL C6I � ---_.mss I DWY. I 2 cp sI ! '---� 20 X20' � 22+11.44 10. I I 1� I 1 1 ' Lei. I HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' CURVE TABLE 00 (o DATE.• CURVE DELTA RADIUS LENGTH TANGENT C8 81'33'18" 60.00 85.40 51.75 C9 81'33'18" 20.00 28.47 17.25 C19 90'00'11" 20.00 31.42 20.00 C27 90'00'11" 60.00 94.25 60.00 SEE TEMPORARY TURN—AROUND DETAIL THIS STEET %L DWY. 1 57 56 55 54 53 52 I)to I o n M M 51 50 78 Lo C14 76 75 00 to M 0 22+52.12 I r + to M rn N o 6 6 6 1 1 58 ( I� ECO u" A I N Cads�� ®w MATTHEW K. VOVILLA DATE 43130 EXPIRES 3 -31 - HEUORD E)IIAWNG -� OWA5E 2 MATTHEW K. VOVU.LA am RCE 43130 EXPIRES 3.31•x' �-y. �"' Mrm 3 N 3 N P j M / /� :� >- # >: + + Q 'n 3 to 3 co to 0 a- c� c-0 / / / 0i \ \\ 0i c� o 0 k6,36�FF6 �R/W TYP. TYP. 1 636F5 \\ 19.33' 19.33' _8 0+00.00 — ` 44=00— _ _ _ _ •- — —12+00 + � 13+00 ?, ---f o -- --� --�---E--- T— — �-_ ou P inn j 00 II O O C3 O 1= d- O p+o • Or V U- W 1 00 jZ+oo TRACT BOUNDARY m W W V) N Q Q 2 2 EL A SHOSH S / lmft=ET PHASES 1 & 2 V � w �SWALE TO TEMP.A�= �\RETENTION BASIN c 0- 11 41 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE D1�� w:..'66' is►. QG BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED ;4' :AG:.�. �1 AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION r.J OF ADJACENT PHASE. � 1:5%.: U ' A9 0 .._ SWALE 9Q. 11 0.50 TRACT BOUNDARY w WWW S mcr= (0-00 J O (� w ��,`3<p + w 00 `- 00 r - w IQ M a- 78 plc, ELLASHOSH s�—STREET TRACT BOUNDARY V; INSTALL TEMPORARY TURNAROUND WITH J m U 74 0o 7J636F4 rn00a -8"S--- 18+00 ----- - 18+9620 II c',00 (o CV 00 co +00 � 00 U LL. m 2" A.C. PAVING OVER 6" NATURAL GROUND COMPACTED TO 90% RELATIVE DENSITY. I 21 +53.44 TEMPORARY TURN—AROUND DETAIL C6I � ---_.mss I DWY. I 2 cp sI ! '---� 20 X20' � 22+11.44 10. I I 1� I 1 1 ' Lei. I HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' WEST FL 0 W INE PROF/LE Y 77 F.:o I c� IIF=O O O� C Xd O��} 0'0_0 r .�M to 111.........: .. + o �;.... .. .. .... ....: :. .. ... ..... ....:... .... ... ...:.. ..:....:.... .. ....o.z.11•. ^ Po ooc. oom ui 352:. . 352 .....•.••......•.......• .............•......••...' .....•.•.....................•.......•...•......................... ..........................EISTINGGROUND a . 350:... ...............•............:.................................•' :....:..CENTERLINE.:.•..:....:....:....:....' : : : : ..•••...r.r..................r.r.. ............•..•...•..•.•.. 350 • . . . . . . . . . . . �.. . /-. . . ' - . . . . .r.-_.. . -�-T rr-- r • r . . - . -!"�. . , r r . ' ._....... � .- . r -r- . T'-: • r r . . . . . .....,--: . `: '7'� .�� . r . . . . . . . • . . . . . . r . . -~ -�.. . . . . . . • . . . . .... . . . . . . . . . . . 348. • .. 94.25' ............ • ....... .20% ON CUR 348 0_2Q.% -p • DESIGw FLO'WLINE• PROFILE r L' 346 346 10*120 11+00 12*00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 J EAST FL 0KINE PRORLE ER \01P to o d% 0 O O M I J UJ 't ri > U 0 Vof- a 0 4 b�1SI�31� S2 %a 03-IJ8 OWG No.: 00 (o DATE.• 01117106 M 00� M 00M M n J J1J'12<Sf/EETS ....... ..2 II............•.........................•.......r................................•.•....................•........•.............•.................................. ..... ............ 2. fl ' ii' ' W m 00, : O _ 352;.,..;....; :'o° C- m �► :.r........... ..•..:....;....;....:....;....;....:....:....:....;....:....;,...;....:....:....;....:....;....;....:....;....;....:....;....;.•..;....;....;....:� �.; .;....:......... :.... : 352 a v r ;....;....; ;.� .:....:....:....:....:....:....:....:........••.......•..........'r EXISTING GRO:U N D ;....; .I�.......••......;....;....;....;....:....;....;....;....;....;....;�,..; ..;....;....;.... 4 CEN TERL;IN E 350....:....: :.. :....:.................................................:... ..:....:...:.. :. .............................................•........................ .. .......................350 O .............. ... .. .._..r ............. ............ %' ...... _._._. ;-�—. - ......- -- . _ _ �. :�.. ,.;_.. ...... ................... ............♦......... .. ..................... fft:i:H i 1 —9.70% 348....:....: :., .:....:....:....:....:....:....:....:....:....:....:....:....:.♦..: ..... : : 0.200 .... ................:.............•..... ......... .; .............;.....348 31.42' N ;CURVE 28.47' . 0.51 346:....:. 10f :....:....:. D : :....:....:. :....:....:. :.. • , : • ...:. DESIGN FLOWUNE PROFILE ...:....:. :....:....:. :....:....:. :....:....:. :....:....:. : 00 12*00 346 11 f 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 WEST FL 0 W INE PROF/LE Y 77 F.:o I c� IIF=O O O� C Xd O��} 0'0_0 r .�M to 111.........: .. + o �;.... .. .. .... ....: :. .. ... ..... ....:... .... ... ...:.. ..:....:.... .. ....o.z.11•. ^ Po ooc. oom ui 352:. . 352 .....•.••......•.......• .............•......••...' .....•.•.....................•.......•...•......................... ..........................EISTINGGROUND a . 350:... ...............•............:.................................•' :....:..CENTERLINE.:.•..:....:....:....:....' : : : : ..•••...r.r..................r.r.. ............•..•...•..•.•.. 350 • . . . . . . . . . . . �.. . /-. . . ' - . . . . .r.-_.. . -�-T rr-- r • r . . - . -!"�. . , r r . ' ._....... � .- . r -r- . T'-: • r r . . . . . .....,--: . `: '7'� .�� . r . . . . . . . • . . . . . . r . . -~ -�.. . . . . . . • . . . . .... . . . . . . . . . . . 348. • .. 94.25' ............ • ....... .20% ON CUR 348 0_2Q.% -p • DESIGw FLO'WLINE• PROFILE r L' 346 346 10*120 11+00 12*00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 J EAST FL 0KINE PRORLE ER \01P to o d% 0 O O M I J UJ 't ri > U 0 Vof- a 0 4 b�1SI�31� S2 %a 03-IJ8 OWG No.: 04->.i8ST01 DATE.• 01117106 I M✓S M O n J J1J'12<Sf/EETS W a v r 4 O O fft:i:H i 1 ro J08 No.: 03-IJ8 OWG No.: 04->.i8ST01 DATE.• 01117106 DRAWN BY M✓S CHECKED BY MKV SHEET OF n J J1J'12<Sf/EETS NOTE.• EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL DRI UEWA Y WIDTHS SHALL BE 32.33' . NOTED WIDTH INCLUDES 3' RAMPS ON EACH SIDE. d- DR 14IEWA YS SHALL BE C01VS7RUC7ED PER I- CO.B. S7D. DWG T-12. Lj III = Z W O� ild I= Ii00_j U = of ��� oz Lj = J} -N f\+N N+N 0mO 04 c0J = J J W .`-- m eM- U •-H LLL. M �, �1' Q F- W N X W p l ��� I CU � Q 60 5 v oe ,,Q U E-LLJ o�� L T 4 n �' 6 'J`� w 'J `""' T I. 00 0 O d d0' J ~ I I00 + +o o DWY. I - ej U- GO � + i + N I I Ilk IINSTALL R1- 7 10' 20 20' 10' "- U IX STOP SIGN (i -j W " C, - PAINT 12 LIMIT UNE USING _ R/ W 0THERMOPLASTIC PAINT P 10+0. it+27,74 I DWY, CALTRANS STANDARD SPECT -1 0 - -30" .D.j I+11+00-- _ _ _-tom C/)00 -Q FICATION 8010-21C-19Zo ' I 5' 2b'I Gry - C23 \ \ �3\�\ -..1 I - 1 1 qDWy i I I1 7R 7W_ o 18 I I 2 I e N ui I too + a Ir Z77 D CONSTRUCT/ON NOTES U1 CONSTRUCT 6" CURB & GUTTER PER C. 00, B. STD. DWG. S-1 W/4.5' WIDE COMBINA TION TYPE SIDEWALK PER STD. DWG. S-3 (UNLESS OTHERWISE NOTED) O2 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. S-41 O3 CONS7RUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUT7ERS AND A MINIMUM OF 1' EI7HER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1 O4 ADJUST ALL EXISTING MANHOLES, VAL VE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S7D. DWG S-29 • EXIS77NG SURVEY MONUMENT - PROTECT IN PLACE -L� INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. ST9. DWG. S-31 -O- CURVE TABLE LO CURVE DELTA RADIUS LENGTH TANGENT C2 90.00'00" 30.00 47.12 30.00 C3 90'00.00" 20.00 31.42 20.00 C15 103'09'00" 20.00 36.01 25.21 C16 78'49'32" 20.00 27.52 16.44 C17 105'17'08" 20.00 36.75 26.20 C18 84.51'10" 20.00 29.62 18.28 C19 90'00'11" 20.00 31.42 20.00 C22 21'26'19" 520.00 194.57 98.44 C23 1 21.26'19" 1 480.00 179.60 90.86 C24 21'26'19" 520.00 194.57 98.44 C25 6'09'11" 480.00 51.55 25.80 C26 5'08'50" 480.00 43.12 21.58 -O- INSTALL 9500 LUMEN S7REET LIGHT (UNLESS OTHERWISE NOTED) PER C.O.B. STD. DWG. S-31 LO 4 -}- INSTALL STREET NAME SIGN O W Gv o R/W O O 19.33' 19.33' � } - W U * - ~ LOT 1LOCATOO BOR HORIZONTAL: 1"= 50' �' - r • TYP. STANDARD STOP SIGN PER C.O.B. SHEET NO. S-40 DETERMINED AT ..; rn} N- �- 1 • :_UA N r. • u Ln ■ 11 o r ^ + vJ N 0 r r f r - - PROPOSED RIGHT -OF WAY i3: rn nLO 7 eq cp Cp C� N N rn t� - -8"S- - PROPOSED SEWER AND PIPE SIZE ci + 0i ® APPROVED BY U DATE ', r N N N N N z ++ SEE DETAIL SHEET 12A z IIN� 000 65 64 0 C) t SER V) +`n M ® O af c0 �j NMo •- �(nJ z r- �C �O + �� A P OVED BY: MARIAN P. SHAW P.E. 32178 DATE 6+ 64 _ rm0 ill- UO- O J JN I W $ > _ (0-rm vUJ 00000 Um Li U W Ild 0 LO J ULL O+U E '�Oc0 --! v v UL N - d- z 00 0) _j m '� W W +r- v LO Fn -r m 0 ii 't z f- Z 1- W dao.. J N r- V) F- � Q I-- W W � u- � MO N M� -i Q W W i_ W -0 co = W DWY. U 1\ UJ i-- 1i- tG-O O+ N mo +N = J r- + N ooQ N N (n _ 10 20 20 10 LL_ t, +a0v �w W � O N� N� J V) W •+ DWT. w U W U J LO 19 I rMy J �J -Im Y W _jw Jm W W N .. I v J0 to cn 75 J D M h� QQ R/W ' I Z. M 5' 11 I p I cw p �S f I �� - 00 10' 20 20' 1 8' 1 18'118' DWY. rn DWY. `� DWY. + q DWY. I �I -�- I I 74 '� o �, 2 5 a -- 6 + 41 ( 42 N 57 x� I mo}. N N II 3 8' CD �8� `sG y I ( I co 0 ++oV_ LO �N 73 '14 a 19 s �� �� I 2 2 I I "' T-,- X00 vm c g ACE 43130 * Fxp, 3.31-2016 h AQPr-ovF-tfl 13Y: ++ o �T- N l i U W • cvI- bA."M 3 LO 4 IN O W Gv o R/W O O 19.33' 19.33' � } - W U * - ~ LOT 1LOCATOO BOR HORIZONTAL: 1"= 50' �' - r • TYP. O DETERMINED AT ..; rn} N- �- 1 • :_UA N r. • u Ln ■ 11 o r ^ + vJ N 0 r r f r - 7 M i3: rn nLO 7 eq 3 LO 4 IN O W Gv o R/W O O 19.33' 19.33' � } - W U * - ~ LOT 1LOCATOO BOR 69 <o GO %- U r\ r TYR TYP. O DETERMINED AT ..; rn} N- �- r N O TIME OF HOME CONSTRUCTIONN 11 o r ^ + vJ N to 3 C1 3 n 7 M i3: rn nLO 7 eq cp Cp C� N N rn t� p o+ cj ci + 0i + U 68 ', r N N N N N z ++ SEE DETAIL SHEET 12A z O II 00 67 6 65 64 0 C) t SER L 01• N Q � 6 62 61 6® 59 58 APPff_cwVEt> '3`I : M i P. S HI RL8 32•M S "O�.TL 000 x aoM j UtJim C14 00 C14_~ pit � 00 r- < 0000 N 00 tr 114 U + Lh. > v t�0ai U-CJ)w Np Dry;�+'y w a o 14, `,� ' c) m odd. d'fy w �1SI�321 * S M Q lip co L�40NNA YNN %9 v PHASE 2 rn co IIr-t II►=d' I-ZII H f_: 4m 11 f-.: HZ 11 H0 IIHLO �z00 ii1=LO H� r- � F_:00 ~a 4. J Jr- Jto J(nN -i O J17 Jm J� Jr- J1" F --N JO Jrn� J00 JN � o0 d r , �. r _ Q r: r N ¢ c� J r�M�. c� Q urj �_ �rj cti to d Od' �Od ,t Omd- O 't O O Om _•Od 00 Od Omd Od O d d COd O� 352 ................"' NM . . . . . . . .NNS . . . . . . . .. . . . . , . . . . . . NN to N=to C4 M N.II. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t�N'1 Nom. 00NM lnr7 . . . . N FNM N . CONM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NM .� . . . . . M NM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N� M 352 U •II• Z. .11 . b •11 2 •II ... Z. ( it 2 2 11. 2 2 11 It 2 1i 2 = •ii• 2 • II• 2 11 it • II • t •II• ... ;� w o tr + U + N 0 CO 0 m t0 �= w O + t0 m •- N- u j 11 1..._ � � U .0 �. U +• to + d tr d U m + U 0o w •rr 00 lr 04 fit .0 00 � I-. m M Oo Lil t0 I- 0 c0 U V d U. t0 N 00 1- t0. pD 0 Z tl N• _� Ur 0 Q C7 00 M W � rp U U � 0 m m 4W r-� `-� OQ' O$ W NW. r-0 '-V m Om 2.tlr-�W �U �� � W m �W 00", . . . : . . .+M : . . J+. . . . : :��;.`\ . . : . M. +. : . �1 Cm')• . . . . . . . . . . : . . . . : . . . : . . . . . . .V� .�U. .IJy:��.�CJ. .�:�V �. U. .�. . . . . . . . . . . : . Sm . . . . . . . : . . .cq o ''� r) U : M d- o c� EXISTING GROUND : Ca? N N 350 :....:....:....: -� :....:... J ....:....:....:�.. :....:....:.� -� :. -�:....:....:....:....:....:....:....� .. :�...� ...:.. �: :....:�...:. :...CENTERLINE.:....:.. :....::...................:............... � 350 1 2 .E ' 47 .. : ----.:-_ : � ON CUR 36.194.57' 27.52' ---- J .~ ON CURVE N RVEwo 348:....:....:....:...�'��. :. .... . ,/� :. ............:....:....:....:....:....: :. ......N CURVE: .. .....:. :....:..............:........:....:....:....:....:....:....:... :. 348 31.42' 31.42' N 1 31.42' ON CURVE 0:20 ,� 20 1:0.00 ON CURVE* N CURVE 0.209;; 0.209. ,0 : : : : : : : : : : : : : 0 5l% ............... ....:....:....:....:....:....: ....:.. :....:....:....:..... CUR o. z� "y' ... . cL=,{, 0� pN20y, --,► 10.00 :....: ....:.... ...... ............. ... .. ...: :.... :.... ' :....:.... : 1.>u 7 N CURVE 737 H 41:55' :::....:....:....:....:.0.507::::::::::`0.2 .oN cuRv % .... .... . . . ...:346346 .......... ............ .:........:.........: .. DESIGN FLOWLINE PROFILE -Z.7% 33.12' u .. w 10-f-00 ..............11+00 ............. 12f D0.... 13.1F-00............. 14f00..............15f DO 16fOD 17+00.... 18+,00, 19f 00............. 20f 00 ............ 21 f 00............. 22+00............ 23f 00 NORTH FL OWL/NE F,'OF/LE o H0 ilr_oo II1.-:O 11 F_: �z� 11X000 �o (J� �O� MOd�- "04 Omd- 0004-0 352 ............... ii.... z.ii........Ni ii .................... o r ii.............................................................n2 11............................Z ='i... Z11...........................................................................� �.;....:....:....:....: 352 .0 ox . +� M ow w EXISTING GROUND '.@ c+O D m :00 � m: a+oM w N v m �o0. - w . �� °D ���° CENTERONE :co v J� `o + +. ...............: ....+m ....... �.+............. T:�. . . .LL :....:....:....:....:....:.. :....:....:....:....:....:...V+.......:....:....:....:....:+J.:..�:....:....:....:....:....:....:....:....:................................... 00 N 350 :............... :....:... ''.�:....:..�.:I.. :....:....:... ......... .:....:....:...........:.........:....:....:....:� :......:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:j :....:....:....:....: 350 47,12' ............. ........... ...............179.6Q'.. ...................:....:....:....:....:.... ............:....:....:.... :....:....:....:....:....:.... ....:... ---�. ON CUR 158.80' 35.77' .ON CURVE ON' CURVE ON 'CURVE 348 348....................oso. ....0.299.... :....:....::....:....:....:....:....:....:....:................:.... ....:................... .... ............... ................. ........... ......... ..... ........:....:....; 0.29P., ........................... :....:.... ::.................. :......... :....:....:....: ..................... :....:..... ............................................... ..: ..... ...... ......... ...... : : : : . 0.2990 0.2559 . 346 346... ...........................:....:....:....:....:.... .................:....:....:....:....:....:....:....:....:....:....:....:.................:....:....:....:....:....:....:..:....:....:....:....:........:....:....:....:........:....: :DESIGN: FLOWLINE : PROF`ILE DESIGN :FLOWUNE PROFILE ....... 10f00 .:....:....:..11 f DO............. 12f 0 ..... ........ 13f00............. 14f00............. 15f 00............. 16f00............. 17f 00............. 18+00............. 19+00............. 20f 00 ............ 21 f 00............. 22+00 23+00 24f 00 SOUTH FL OWL/NE PROF/LE ut� b LO O W W O O O M W U U r\ M W t4 O �w r^ O vJ N DWG No.: 04-IJ8S701 DATE 05/08/15 DRAWN BY TL A' CHECKED BY.• MKV SHEET ,OR OF 12 SHE£75 LO O W QN M � �C W O U z V 0 C) t V) O af LdF- z L'i I W $ > r DWG No.: 04-IJ8S701 DATE 05/08/15 DRAWN BY TL A' CHECKED BY.• MKV SHEET ,OR OF 12 SHE£75 PHASE 1 NOTE: STRIPING SHOWN IN REVISION 10. IS "TEMPORAR I UNTIL\ 3763.55 SUCH TIME THE SOUTH BOUND LANE OF HUGES LANE IS CONSTRUCTED SOUTH OF McKEE ROAD WITH P ASE 2. r II I I 0' WIDE AC TO BE ..'..':..'..::.:'.:':.............. :. 20+00 21+00 REVISION WITH PHASE 2 22+00 t� 11 150 FOOT STORAGE v v v v v v i I PAINT DETAIL 38 0 w I TO REMAIN WITH PHASE 2 W C- EXISTING R.O.W. I F- 32 ISTING FLOWUNE l I �\ 5 XISTING DETAIL 3!7 »� STRIPING REMOVE - -EXISTIN 1 WIDE-- - - _ -_ _UMIT E (TO REMAIN)- -rrrREMOVE PORTION OF DETAIL 22/STRIPES EXISTING DET. 32 STRIPING 6 0 3 TO MATCH TEMPORARY DET. 29 STRIPE TO REMAIN �r (� r.1� 24 rrrrrrrrrrr � 00 C,/�/� yyy��W1(�y���.IsaWrrrrr------- 23+00 rrr rrr r V -- JTLY ��TVV r r W 23+00 N — '- � .•"� .W er Wcrrrrrr rrrr -------- rwsr rrrrrrrsrrs rW -� 8 c EXISTING DETAIL 22 STRIPING v N _ REPLACE WITH DET. 38 STRIPE PAINT TEMPORARY DETAIL 29 STRIPE RESTORE TO DST. �f2-UITA PH7':SE-2= _ _ _ - REMOVE AND RESTORE DET. 22/32 STRIPES - - - I -WfTR�PAASE-2.-'"--------- CL AINT TEMPORARY DETAIL 22 STRIPE z II NOTE. ORIGINAL STRIPING TO BE RESTORED DURING ilp W I PHASE 2.11 111,0111 SII a- + W II all I II McKEE ROAD HUOH"=49 A NH PHASE 1 STRIPING REV/S/ONNO.3 APPROVEDBY.- MAR/ANY. SHAW G/V/L ENG/NEER /V, RCE#32178 (EXP. 12-3f-07) ` DA TE MATTHEWK. VOV/LLA, RCE#43f3O(EXP. 3-31-08) DATE RECORD DRAWING -Apowly0,60-- —A floor MATTHEW K. VOVILLA RCE 43130 EXPIRES 3-31- Rp'*CORD DRAWING A gF, 2 O KILY) 10000 MATTHEW �v DATE K. V#tLA RI TE 43130 EXPIRES 3-31.14" .01 0 i W z wINSTAR1 w R 28 LL STN SIGN as I i 21 o 20 ao I I HUGHES LANE SEE ABOVE FOR PHASE 1 STRIPING (TEMPORARY) SEE BELOW FOR PHASE 2 STRIPING I W 17 W 15 14 13 12 ill McKEE ROAD PHASE 1 STRIPING 10 M 7 5 4 LC K 1 I I �I I REV/S/ON I I EXISTING DETAIL 21 REMOVE EXISTING STRIPING 1 i STRIPING PER PHASE 1 AND REPLACE AS SHOWN HEREON DURING PHASE 2. I INSTALL W1-7 WITH I EXISTING 12" WIDE OM1 -3 MARKER INSTALL W1-7 WITH LIMIT UNE INSTALL W-31 (CA) WITH INSTALL W31A (400') OM1 -3 MARKER I OM4-3 MARKER ROAD ENDS AHEAD SIGN 1\�- - - _ too o I-----—it+00 -�-- t �" 12+-----''y-----!f- �--�.'--------- — — ---- — ---- ----- -- o EXISTING DETAIL 38 00 13+00 14+00 '� �'/� — — 3�' — — — — —�_ — — _ + STRIPING ---� ----F— — 16+00 — -�-- — ppT— 18+00 �� —� 19 i 00 ♦ _ ��OQ — — ~1+00 —,-11122 t3+5t.bb 3+00 T ■ �- irrr»IIWW�� w- err WerrrrrrrrrrrrsWl M N � 21+2b.4 1 2 �, $ 2 N ---(1 I $ EXISTING DETAIL 22 i g STRIPING 14 / I ------- LOT "D" —LQT "0 -INSTALL - - \ // INSTALL W3-1 1 INSTALL R1-1 10 TOP SIGN 1 - / STOP AHEAD SIGNSTOP SIGN H 79 78 STN S GN 22 —1 21 O + 1 3 1 2 1 44 43 42 41 40 ( EXISTING DETAIL 21 S 4 ( 1 .� c+ I STRIPING CONSTRUCTION N 0 ES DONNYLANN STREET 14 COBERN STREET I i ALL PERMANENT STRIPING SHALL E THERMOPLASTIC PAINT PER CALTRANS I I STANDARD SPECIFICATION 8010-21 -19. ALL ELSE SHALL BE WATERBORNE." ` %=nip AN�ELEGEND: A AN ENCROACHMENT PERMIT FROM E APPROPRIATE AGENCY SHALL BE REQUIRED _ SIGN McKEE ROAD FOR ANY WORK WITHIN KERN COU TY OR CITY OF BAKERSFIELD RIGHT OF WAY. PHASE 2 STRIPING RZs SP NO PARKING SIGN SEE ABOVE O PAINT 12" STOP BAR (WHITE) W17 = STOP AHEAD SIGN Wrrrrrrrr-- O PAINT DETAIL 21 (DOUBLE YELLOW) EXISTING STRIPING (OR PROPOSED) - NOT IN CONTRACT 3 REMOVE LEFT TURN ARROW (2 PLAC S) -REPLACE WITH PHASE 2 PROPOSED STRIPING WITH CALTRANS DETAIL NOTED O PAINT LEFT TYPE VII ARROW (2 PLA ES) REMOVE WITH PHASE 2 PROPOSED PAVEMENT MARKINGS (AS SHOWN) PER CALTRANS STANDARDS O PAINT RIGHT TURN ARROW (3 PLACE) - TO REMAIN WITH PHASE 2 PROPOSED SIGN LOCATION O REMOVE "STOP" PAINT + PROPOSED STREET NAME SIGN N z 2 a 0. C9 N W � a� �m om 010- 0 z 04 W Q 0 R O �c viaiviv 1. SEE ABOVE FOR TEMPORARY PHASE 1 SRIPING. RUGGIANO STREET Q N ORIGINAL STRIPING TO BE RESTORED DURING PHASE 2. t�I I ' ' i II PARCEL A iI i) i I TRACT N0. ( j � — , L' '� 0' _ ___-1 I I I ( 1 P1� lASES 6006 4-L-7 38 CEYJSMnNG EXISTING DETAIL 22 I X STRIPING23 6o 02 a 19 I 1 1 I 33 I I 3 2 1 311 30 1 29 1 28 1 27 26 1 25 24 i 1I - �Ik ■ \ - - EXISTING FLOWUNE y 1 1 z — — — EXISTING DET 21 / \ -- — — — — — — --- — -- = — —'--- — — — — — — — — — — — - -- - — � An A i � O — W W i STRIPING EXISTING DETAIL 21 o EXISTING DETAIL 21 — — — r rrr swsrrrrslrrrrrrrrrr 10+ +Wls..-rrl .rrrW.r=rsrrsrrrr 11+00 STRIPING EXISTING 12 WIDE sl»I.,Wirrrriswr rrrrrrrrrrr rrrrr:sssrrrrrsr rrraWrsW.ssrrr 'W-1TRIPIN »II»r.W lr Wce .srlWrrrr rrrr W.mmmmrrsrss rrr LIMIT UNE rrrrWW L- _ _STRIPING �' — — — -- 12+00 13+00 14+00 i- - "— - 15+00 16+00 rr.rr---- 17+06v - - -� - -- �- - - ----�— -- —+-- - --i----- -�-- - i -+ -- ---_-{ L I - rWW� - -moi--- -22+0-0 23+0� \ INSTALL CHAN STANDARD PLAN A73C �o ° --------- ° ---_ -----r_�--��`Z--� ----��--21+Oi- 23+21.58 LL�7= ° ;� M INSTALL (3 EA.) TYPE U OBJECT I o o ° d MARKER W/ TYPE N YELLOW -DRAINAGE SWALE - - I OBJECT MARKER /e 0 i W z wINSTAR1 w R 28 LL STN SIGN as I i 21 o 20 ao I I HUGHES LANE SEE ABOVE FOR PHASE 1 STRIPING (TEMPORARY) SEE BELOW FOR PHASE 2 STRIPING I W 17 W 15 14 13 12 ill McKEE ROAD PHASE 1 STRIPING 10 M 7 5 4 LC K 1 I I �I I REV/S/ON I I EXISTING DETAIL 21 REMOVE EXISTING STRIPING 1 i STRIPING PER PHASE 1 AND REPLACE AS SHOWN HEREON DURING PHASE 2. I INSTALL W1-7 WITH I EXISTING 12" WIDE OM1 -3 MARKER INSTALL W1-7 WITH LIMIT UNE INSTALL W-31 (CA) WITH INSTALL W31A (400') OM1 -3 MARKER I OM4-3 MARKER ROAD ENDS AHEAD SIGN 1\�- - - _ too o I-----—it+00 -�-- t �" 12+-----''y-----!f- �--�.'--------- — — ---- — ---- ----- -- o EXISTING DETAIL 38 00 13+00 14+00 '� �'/� — — 3�' — — — — —�_ — — _ + STRIPING ---� ----F— — 16+00 — -�-- — ppT— 18+00 �� —� 19 i 00 ♦ _ ��OQ — — ~1+00 —,-11122 t3+5t.bb 3+00 T ■ �- irrr»IIWW�� w- err WerrrrrrrrrrrrsWl M N � 21+2b.4 1 2 �, $ 2 N ---(1 I $ EXISTING DETAIL 22 i g STRIPING 14 / I ------- LOT "D" —LQT "0 -INSTALL - - \ // INSTALL W3-1 1 INSTALL R1-1 10 TOP SIGN 1 - / STOP AHEAD SIGNSTOP SIGN H 79 78 STN S GN 22 —1 21 O + 1 3 1 2 1 44 43 42 41 40 ( EXISTING DETAIL 21 S 4 ( 1 .� c+ I STRIPING CONSTRUCTION N 0 ES DONNYLANN STREET 14 COBERN STREET I i ALL PERMANENT STRIPING SHALL E THERMOPLASTIC PAINT PER CALTRANS I I STANDARD SPECIFICATION 8010-21 -19. ALL ELSE SHALL BE WATERBORNE." ` %=nip AN�ELEGEND: A AN ENCROACHMENT PERMIT FROM E APPROPRIATE AGENCY SHALL BE REQUIRED _ SIGN McKEE ROAD FOR ANY WORK WITHIN KERN COU TY OR CITY OF BAKERSFIELD RIGHT OF WAY. PHASE 2 STRIPING RZs SP NO PARKING SIGN SEE ABOVE O PAINT 12" STOP BAR (WHITE) W17 = STOP AHEAD SIGN Wrrrrrrrr-- O PAINT DETAIL 21 (DOUBLE YELLOW) EXISTING STRIPING (OR PROPOSED) - NOT IN CONTRACT 3 REMOVE LEFT TURN ARROW (2 PLAC S) -REPLACE WITH PHASE 2 PROPOSED STRIPING WITH CALTRANS DETAIL NOTED O PAINT LEFT TYPE VII ARROW (2 PLA ES) REMOVE WITH PHASE 2 PROPOSED PAVEMENT MARKINGS (AS SHOWN) PER CALTRANS STANDARDS O PAINT RIGHT TURN ARROW (3 PLACE) - TO REMAIN WITH PHASE 2 PROPOSED SIGN LOCATION O REMOVE "STOP" PAINT + PROPOSED STREET NAME SIGN N z 2 a 0. C9 N W � a� �m om 010- 0 z 04 W Q 0 R roe neo.: OJ -I,38 DWG No.: 04-138ST01 DATEr 11/30/07 OR4WN BY.• ILA, CHECKED 8y.-MKV SST 11R OF At 12- SHEETS O W o Q N z z :5 z i X a 6o 02 a 19 a zz Q y (n X z O W W W o u. o roe neo.: OJ -I,38 DWG No.: 04-138ST01 DATEr 11/30/07 OR4WN BY.• ILA, CHECKED 8y.-MKV SST 11R OF At 12- SHEETS OR- cn -co _j J + In in I- N + N J N �kto, / 6,00,/lo' 89 MODIFIED TYPE "B" CURB gy�.. AND GUTTER WITH 0.27' FROM FLOWLINE TO LIP -6' TRANSITION FROM STANDARD 0.17' FL/LIP TO MODIFIED 0.27' FL/LIP STA: 16+54.80 TO STA: 16+60.80 i - 0W U 2�w ML V) J N N to >h + N d' J cli + N J U MODIFIED S-35 CROSS GUTTER WITH 1" FROM FLOWLINE TO LIP of 6NNALYNN------ STREET o ! N ! 6.00, ! o.?9y DONNALYNN STREET AND JA I = 20 HANDICAP RAMPS AT BOTH CURB RETURNS PER STANDARD DETAILS S-41 — 00 0 0 1� N O d SECTION A— A NOT TO SCALE 6' TRANSITION FROM MODIFIED 0.27' FL/LIP TO STANDARD 0.17' FL/LIP STA: 17+35.71 TO STA: 17+41.71 STREET DETAIL I I i l ° B RIGHT OF WAY FLOW BACK OF WALK �� 1----- ------------ --� `� FLOWLINE B LI P 12' WIDE CROSS EXPANSION GUT ER JOINT, TYP. CROSS GUTTER DETAIL — PLAN VIEW 12.00' 6.00 6.00' - a� 4 • • d � .Q d � d. _' •a � d, d • y •a a `'a •�d � O SECTION BB NOT TO SCA E RECORD DRAWING;APPROVED BY DATE CPAA56 2 ONLY� MATTHIEW VOVLLA OATE APPROVED BY: MARIAN P. SHAW.' P.E. 32178 DATE RCE 43190 EXPIRES 331.15 —Z wK r R a E aft"mm JOB No.: 0.%138 DWG No.: 04-138ST01 PA TE: 0510811 DRAWN BY.• M✓S CHECKED Br. Mk'V SHE£T 12A OF 12_SHEETJ O W R M Q p W O U V 0 O JOB No.: 0.%138 DWG No.: 04-138ST01 PA TE: 0510811 DRAWN BY.• M✓S CHECKED Br. Mk'V SHE£T 12A OF 12_SHEETJ