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HomeMy WebLinkAbout1.1-6121 Ph 2 6796 Ph 1 & 2 Record DrawingSTREET RECORD DRAWING T5 AC T C79 G PH AS E 1 zt� REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: 4 Z-/7-0�- DATE TANT PUBLIC WORKS DIRECTOR DATE APPROVED BY: PUBLIC WORKS DIRCTOR, CITY OF BAKERSFIELD DATE RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/05) NOTICE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLAIN"' ;-+AVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED, EXCEPT ANY APPURTENANCES WITHIN BRIMHALL ROAD. BEINCHMARK USED: H!SELED " CJ " IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE NORT`�WE.ST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE SEWER AND STORM -DRAIN PLANS FOR SAID TRACT No. 5489 PHASE "A". M.B. 39, PG. 42. ELEVATION = 364.08 (U.S.G.S. DATUM) BENCHMARK SET: CHISELED " 0 " IN TOP OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD. ELEVATION = 357.01 (U.S.G.S. DATUM) T.29&,I 2 E. 27 26 BRIMHALL ROAD TRACT 0 6121 0 34 0 35 0 0 w z � Y STOCKDALE HIGHWAY .30S.,R26E. VICINITY MAF' NO SCALE i 'REVISIONS APpRovE FRED 44. PORTER ASF TRACT 67 9 6 DNASES -_3o--/2 RCE 32178 N OTE ALL PORTIONS OF JENKINS ROAD RIGHT-OF-WAY MAINTAINED BY KERN COUNTY SHALL BE DONE UNDER AN ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT. RECORD DRAWING `fiz^� Co`1qLO 2 - -L��z - * BY, FRED W. PORTER, RCE 3344§_ F_XP. T RAC T 6 12 l_ RECO AAW . M d .IXTt Wt FM e PORTER,, '.. 13 T.. �,t r, PARCEL 2 PARCEL MAP £3392 I N P.M. B1<. 37, PG. 189 1 I I N _ AVENUE — — — — ---- — I A I I PARCEL " C' PARCEL MAP 10763 P.M, BK. 52, PG. 114 'II I I I 1 A N D 2 J Q W oL �Z ZUt�ii Zw =)O— Z=U 0WUa ?- wow WJtiV= 00 �M �C;U mono OBJ Z = oa m a�a� 00® G�NEER * �W0o o�� bz aoor Q�x Cj ZW Z0 o' J wY<w 500 CIL r W 3 M �I > 0 �sUjQ� LtZC) (D TZ W W w W LL D iI I`� O OOUCY Lj F- ir ©dF�w av wwL'0o=cz Uj m8w wU�cn OZ z 00E�0 cnwZw Z V)O m •°Ci�I2 �o�� Oty V),.- -'< , Jw (16 <ztj 5 �wsa fyOWWw wgLww Li P: '`'zvm W }- J W� U Zr-wm 1 TRACT No. 6007 1 42 NJ. BK. 47, -G. L3 _FALLi RIVER PLACE 44 �/\r--T----_-I---r---1 1,5 46 1 47 1 43 1 A 1 5C MATERIALS LIST "" 3 4 5 o ` "--`'� _51t _5& ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES - - 2 - �— 5 44 44 X46 �, a8` 6 � 3�r M M ZI 20 19 18 1' 15 ,' U 18 2 V7 ca STREETS - - - I G 796* Z 28 21 13 a9 �a ' -5� a "" I OA PUBLIC STREETS 1,030 LF +� PHASE -3' i ! � , I IZ 0 2O Zi 0 28 0.40' A.C./0.40' A.B. (Jenkins Road) 38,800 SF � ' PHASE "2" Zq.22 �� EfT PRIVATE STREETS 6.677 LF - - 6 ! Z I 1 26 �. W 020 A.C./0.40 28 A.B. (Private Streets) 256,146 SF I I 27 �5 _ 4 TYPE C CURB & GUTTER 12,150 LF 1 2 5 z I' 4 24 6" CURB & GUTTER i,324 LF -- 3 2 5 aI {e 9 $ 6 o f 3 2 TYPE "M" MEDIAN CURB 281 LF 82616 2 i 425 23 1 1 I ! 6796 SURVEY MONUMENT w/ENCASEMENT 31 EA A I I PHASE "-30 STREET SIGNS 15 EA 1F.AMB ID 24 I I e--„ u STREET LIGHTS (22,000_ LUMEN) 5 EA wA -C�-- - �` 23 22 I I > I I I 1 I U I ' 61Z E 1 TT STREET LIGHTS 9 500 LUMEN 1 J EA e y 1 3 ® I 1 I µ��o -� I I 1 ( ) 1�AELA_- -- __-_- LORIve CROSS GUTTERS (12' WIDE) 3 EA 3 ¢ � -- - I- — -� —M _ _ - L _j _ I CHRISTY GRATE(S) 5 EA t� HANDICAP RAMP(S) 18 EA 0 ' l zI - —I— — f — T- I I ' TRAFFIC SIGNS 3 EA 0 I z Li 18 i I I 1 1 ! -� b_ 4" THICK SIDEWALK 68,03? SF rn - -� x 1 4 i 19 20 21 I I I w (I W :' W, �- 1 16 I I 1 1 1 1 I I Z� III jug SHEET No. INDEX z__01 5 I I I I 1 I 1 j I, a CQ 82617 15 14 13 12 11 I I I I I I 1 I I I is TITLE SHEET® 1 ! D VINs 1 DRI' I I I I 1 1 Q-.- -- - -- QDETAILS-GENERAL ----�-I-----b-----�---1 DETAILS GENERAL NOTES _ 3I3RJENKINS ROAD -- SU^p i i 8 i 9 i ,o I I I Iw off} I I I I I 1 alVDa VINCI DRIVE ► I ► I I �I cnI 1 ► t I MONET PLACE —j - �- - — _ -�-�a, �- _ = _ �J5RRENOIR AVENUE - 82618 =--�_� �- - � _ - 82619 s262o 4,i � Szs21 BRIMHALL. ROAD © MI HAE ANGELO DRIVE — — N - O� - - i-- - - - - - — W _ FRONTAGE ROAD— Oh STREET I i i i i 16+00 - 24+82 I (DIbR DA AOV NUE - I I 1 1 1 I lY QI i i i i i a. I �� LEGEND ®/9R STREET STFZEET LIGHT 10+00 — 16+00 _N N_ d SHEET INDEX NUMBER VAN GOGH WAY 1 IDIRECTQN OF DRAINAGE 11CCMATISSE COURT -N- EY MAP 0 CONCRETE MONUMENT PISSARRO WAY SCALE: 1'= 200' 08,,f7} _ ��I Cf�T�H BASIN Wj i)MEE_R - - PROPOSED STREE-f N -o EV SIGN 1 I V _ - L��17 f.�l p \3Y' lVy 0 i D W w Z I { .. C a. �- CD W CVP) fY H Lj an I— ., I I NW 1 i N ' O W N Q M DWG FILE: 166051'01 DA i E: 1/02/05 DRAWN BY:LGIi i _ CHECKED BY -- SCALE: A5 N01 E SH ET or SIIEF. CITY OF BAKERSFlELD STREET IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL. 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 7. ALL CONCRETE SHALL BE COMPOSED OF TYPE ii CEMENT, MINIMUM CEMENT CONTENT OF 560 LBS./CU. YD.. AND A MAXIMUM OF WATER/CEMENT RATIO OF 0.50. B. 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. - 'IS, 11 -ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF ,5r3' 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 95X SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (UP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95X 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 UP OF GUTTER TO LIP OF GUTTER. 13 -ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 14.THE CONTRACTOR SMALL 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 9OX RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF V. THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 16.THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY 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 COMPU=TE 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 HOU) THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20.PORTER-ROBERTSON ENGINEERING AND SURVEYING Inc. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 21.00MPACTION 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. 221N 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM CITY OF BAKERSFIELD BUILDING DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 24.IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25.THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 26.IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 27.SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 28.NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 29.AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. TESTING OF ASPHALT CONCRETE PAVING ASPHALT CONCRETE ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE- FOURTHS (3/4) INCH MAXIMUM. MEDIUM GRADING, AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, -AGGREGATE-, OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITUMINOUS BINDER OF PAVING GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT" IN SECTION 92- 1.02. "GRADES". OF THE STANDARD SPECIFICATIONS. PRIOR TO COMMENCING WORK ON THE PROJECT. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE FOLLOWING INFORMATION: A. THE AGGREGATE AND ASPHALT SOURCE; B. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN SECTION 39-2.02. "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CALIFORNIA TEST 367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE MIX SHALL ALSO MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. IF THE SUBMITTED DATA SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARE, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE ASPHALT BINDER IN THE CONCRETE SHALL BE FOUR AND ONE-HALF PERMIT (4.5X) TO FIVE AND EIGHT -TENTHS PERCENT (5.8X) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOD RATIO OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (6X) AND EIGHT PERCENT (8X). PAVING JOINTS SHALL MATCH STRIPE LOCATIONS. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY ETHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND). B. REMOVAL AND REPLACEMENT. OR C. PLACING AN OVERLAY OF ASPHALT CONCRETE THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF USED, THE FOG SEAL COAT SHALL BE OTHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO THE NEAREST LANE UNE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS IN SECTION 42-2.02, "CONSTRUCTION". OF THE STANDARD SPECIFICATIONS. WHERE THE COMPACTED THICKNESS IS 0.15 FOOT OR LESS, HALF WIDTH SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH DAYS WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COMPLETED IN THE FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME WHERE THE COMPACTED THICKNESS IS MORE THAN 0.15 FOOT, THE CONTRACTOR SHALL SCHEDULE HIS PAVING OPERATIONS SUCH THAT EACH LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF A TRAVELED WAY EACH WORK SHIFT. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF THE LAYERS OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN TEN (10) FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF EACH LANE AND ALONG THE EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES, HAND RAKED, AND COMPACTED TO FORM TEMPORARY CONFORMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING iOP€RATIONS RESUME THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALLAE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. .1 ( A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TOPLACEMENT OF ASPHALT CONCRETE- INTERSECTIONS ONCRETEINTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. AT ROAD CONNECTIONS AND PRIVATE DRIVES, SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE COMPACTION AFTER ROLLING SHALL BE NINETY-FIVE PERCENT (95X) OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER CALIFORNIA TEST 304. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B. ABOVE SHALL BE USED IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS BELOW NINETY-FIVE PERCENT (95X), BUT ABOVE NINETY-TWO AND NINE -TENTHS PERCENT (92.9X), THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF THE TESTS RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (93X), THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED. 1. 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 SPECIAL 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 CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL- A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF 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 THAN 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 DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. 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 CONTRACTOR 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, "SUBGRADE,- 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 THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. � Welded " I . _ 11 Welded Steel Gates - , on I. With Gass Sars Grate 4 R 261,2' x 261/2" rI esided gahrantzed non•tratfic M Grace � ��11I 11 26112 x 26112' welded,galvanized, W26' -traffic i C/TY SID. NO. 7t„ R� `- 1-6 14- °x 3tF Welded, aatranized, non-trsftit j;.�., - UOM 26112 x 38" welded Nanrzed. HtZQ, traffic v�t.w4, �" '" '� Q �"I Grate ,; �: �,, ��_ 11 - a.'.' cam. F ._. �. a K �,� �- 261 x 50 welded. 3vanrzrd, tL2Q, traffrG -"' _ - H40Tfwk Lowing . 77°.6 Open Ftewr- = U4 Fi .• Wet to steel graft for `U" series atA basins to meet job specklications. - I Indfvtdual otfp, county, district or stag requirement information on re .t • See cyat�et� ba in(v.a.g,�epfor fawns (feted. : .- , _ U52-r(fT 0 ADA aVadabilily fo On sim - '- -,- ... - I .' - I - 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY. AND COMPACTED TO FORM SMOOTH TAPERED CONNECTIONS. 11. 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 12. 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 13. 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. 14. 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 CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BONG _ --ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR -HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER. TO, MEET'THIE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT -MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS OTHER LESS THAN 9OX OR MORE THAN 967, 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 CONiRACTOIR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER: (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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 18. 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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE OTHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE-GREENBOOK." BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." - ­ -,--., 4-1/1 . - � - -1 I I - I - -I -- - 9 - - -- I . _ Curkern on U21 -NT _ Grate 35 261,2' x 261/2" rI esided gahrantzed non•tratfic 50 -IRT Grace 1135 1 ''46 26112 x 26112' welded,galvanized, W26' -traffic U32-MTGrate C/TY SID. NO. DESCB/P770N 1-6 14- °x 3tF Welded, aatranized, non-trsftit U32 -RT Grate 122 26112 x 38" welded Nanrzed. HtZQ, traffic U36 -NT Grate 64 26112' x W welded ,. gahanized, non-tra U56 -HT Grate 16(t 261 x 50 welded. 3vanrzrd, tL2Q, traffrG U43 -NT Grate 6S 35112'x46veetded, gahxnized, non -traffic U4 Fi Grate 244 36112' x a0" a�elded gatmized Nra. traffr U52-r(fT Grate 105 del" x 47 I welded,_;igvanizad, non traffic U52 -HT Grate . 334 40" x 4-1 im, welded ahanazed,traffic HOUSE ly'1141BZR FOR CURBS Alt grates are galvarti ed, bicycle PWf, and bW down. AGA grates a 2ftie. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY. AND COMPACTED TO FORM SMOOTH TAPERED CONNECTIONS. 11. 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 12. 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 13. 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. 14. 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 CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BONG _ --ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR -HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER. TO, MEET'THIE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT -MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS OTHER LESS THAN 9OX OR MORE THAN 967, 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 CONiRACTOIR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER: (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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 18. 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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE OTHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE-GREENBOOK." BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." - ­ -,--., 4-1/1 . - � - -1 I I - I - -I -- - 9 - - -- PECORD DRAWING TMMC 6 '79G OfAsc�L k��� 2,0I - - -1 . . . A'1�1 - Irzi o /4 Y:I FRED W. PORTER, RCS- 33448 EXE' DATE fSC ORD ,DR ft .d /V11 - I, � I , ­// �. �- 02-1660 - -- 11 I 4 1 hW- FOLLOIyN6! C/TY OF 9XAZi'SPWZ40 STAN014R,0 APRX MS! SlUZZ 8E CDNS/DEED A P.4fT OF ;WSE PLANS. K6%01Vh04C70-R TD OBT.9/N LATEST ED/7ION jWZR- ZDFj Ca wn 06"anfzed C/TY SID. NO. DESCB/P770N 11 C/TY STD. NO. Ms- elf/P770N Z ST-> M109 ANO GU7T£/' STYPE A; B"' AND "Cy ® ST -17 ' Mole- C/'oss-GU727w ❑ ST -2 C0MlZRC/%L ,0,f1k IYAY ® ST ->8 41E0/AN CUri'BS KI ill; Zr-> " AND IY-2% Z ST -j S1,0ZXXL!( ® ST ->9 HAND/CAP RX41PS Z ST -4 APES/OENCE,0,f1 i£IyAY ❑ ST -20 PP/IAT£ STiff77 GATES Z ST -5 HOUSE ly'1141BZR FOR CURBS El ST -2> REFUSE CONT%/NZR- PAD Z ST -6 PA4£.I1ZNT PATCHES ® T-1 Shff7-1T S/GN, POST 77?'Z Z ST -7 STANDARD CROSS-GU7T£PS ❑ T -j iIIAJOr? COLLZCTOfl TRANS/170N ❑ ST -8 26 /NCH PAi?T C/RCLZ CUL li£�PT ❑ 5-15 S/DZAXZA' UNDZRDfi'A/N ❑ ST -9 SIRZZT SPZC/f7C.9T/ONS ❑ S-9 Of'A/N%GZ BAS/N Z ST ->O STREET Sz n7o/V-9 Z 0-14 CATCH-BAS/N, 7) IRA A " �� Z S, r- STREET SZCT/ONS❑ :. NNH ANN.... ...... ......... ................•. 5-1.3 CATCH-BAS/N, 7YPZ A-1'" ❑ S7--11 sTRZZr cRvss sEcnorvs ElS 7 �l1ANHOLZ, 7;1I A "' �J9Th' DROP CONNZC770N.- ❑ ST - 12 ALLEY MOSS SZC770N Z S!y 5 FR%AIZS & COlkZR FOR 41ANHOLZS dr CLZ%NOUTS Z ST -/-r SURkrY.11ONU.IIZNTZ ST -22 TRENCH BACKF/LL AND CO.IlPAC170N ,fZQU/RZ�l1ZNT3' Z ST -14 *ASIRZZT L/GHT, .HAST AMI TJPZ SNS tevel, e1o., Z ST -15 CUL DZ -SACS 00rmr pNre of any We to be neffiIy . -. - _ - Z Sr ->6 S)WZ-7, NNUI Cast -in +� A8 fed OMin r sty mets ASTM spe ions - `� ' rzed . frame as required. :: ro�steel 3 I*+*F/BZRGLASS R STREET L/GHTS NOT ALLO�Y£0 with bob a - J I IJjW Ix W a � 2 o ' C= �.r . o covers, wbh bole a 1 1/2"x 1 1/2" ANGLE IRON WITH r 2ra, �"I (I ANCHOR BOLTS ALL AROUND OPENING ,,sa. or`� ar ROLL TYPE" .. 4D-vr w �smz...r--- - - _ - - i CURB AND GUTTER I TO FIND CENTIMET MULTIPLY INCHES BY 21'S - to FIND II VULTtpLy P6UNt)$ 6Y .46 I ... FLOYYLINE \NEER '*� b��L 2" J 2 1/2" p O CHRISTY U36 -HT GRATE" oQ��,`�cr�i 00 M a II O , Q . - DEPTH VARIES vNi W 3 ( � U PECORD DRAWING TMMC 6 '79G OfAsc�L k��� 2,0I - - -1 . . . A'1�1 - Irzi o /4 Y:I FRED W. PORTER, RCS- 33448 EXE' DATE fSC ORD ,DR ft .d /V11 - I, � I , ­// �. �- PRIVATELY OWNED AND MAINTAINED CATCH BASINS ONLY ROLL T 5" *CHRISTY U36" CATCH -BASIN --/ SECTION A -A (SEE PLAN) Ov, V f1 V O tY d X Q off. W S�P� S1038 QJ DRAIN GRATE DETAIL SCALE: 1'= 2' -T TINCT GI2.1 %CORD DRAWING POSE 2 oNLl L�6-/X. 14Z 1 /�- Io OS BY= FRED W. PORTER, RCE 33448 EXP. ..... . _ _ DATE W Z J F- O J TYPICAL DRIVEWAY LOCATI N DETAIL ,.­ wrto &GUTTER ?OLL TOP-R/W UTTER 02-1660 to to 11 I 1/02/05 DRAWN 8Y: Y CHECKED BY: �E /tea AS NOTED Ca wn 06"anfzed rCtmey "/ ' eyoa,m/Vlitf=boIe1112"1x1--112" 11 ' O II II II \rlts Y Ir W cc Q 11 I - 4 2 YI17fOR WYfiF101AT'.. .." , 2" (51 nor) ILL. I� I WEEPHOLES - - W '.. I ft 00 i , � -Grooved to recI e of grade .................... ....._..I.......- .. ::' `.::::. ..... ..... ..... . ... .. .::....- ::: .. ; ::::: .... .. ..::... N ,:::: ,::::NVU ..... ::::: rings. curb +mets. ..... ..... ... C.......... :.:. .......... ....... , ........ .... ......... ::::: ..... :.... .:: :. NNH ANN.... ...... ......... ................•. ..... ..... I .. .. ...:ii:::ii::ii::... .n......... NO: kp* "; - = - : - - 8- exposed mar 4 �Xfto f a nailaw In ode rings and catch basuls. ,to avow job sft of specs al + *WW locationsand sizes to 0 Acatkw, ourinarb . ( or weout bo wn m SNS tevel, e1o., ;Pmaresswe webbed knack -outs Prcivrde maximum Rexutalrfy, 00rmr pNre of any We to be neffiIy . -. - _ - -and �r grouted in at job site. _ -- grade rings avertable in 6' increments up to 4' trulh, Cast -in +� A8 fed OMin r sty mets ASTM spe ions - `� ' rzed . frame as required. :: ro�steel 3 r : with bob a - .f IJjW ' C= * �"�+ covers, wbh bole a our r 2ra, �"I (I do"prtwrsions ,,sa. or`� ar 4D-vr w �smz...r--- - - _ - - - , - a- - - I TO FIND CENTIMET MULTIPLY INCHES BY 21'S - to FIND II VULTtpLy P6UNt)$ 6Y .46 I ... PRIVATELY OWNED AND MAINTAINED CATCH BASINS ONLY ROLL T 5" *CHRISTY U36" CATCH -BASIN --/ SECTION A -A (SEE PLAN) Ov, V f1 V O tY d X Q off. W S�P� S1038 QJ DRAIN GRATE DETAIL SCALE: 1'= 2' -T TINCT GI2.1 %CORD DRAWING POSE 2 oNLl L�6-/X. 14Z 1 /�- Io OS BY= FRED W. PORTER, RCE 33448 EXP. ..... . _ _ DATE W Z J F- O J TYPICAL DRIVEWAY LOCATI N DETAIL ,.­ wrto &GUTTER ?OLL TOP-R/W UTTER CC 02-1660 to to 16605i02 DATE: 1/02/05 DRAWN 8Y: Y CHECKED BY: �E SCALE: AS NOTED W -0 Lr) LO C .. .. 11 ' O f Y Ir W cc Q '.� 2 ILL. 0 I W ft 00 ...... ::::::::::::......::::::... .................... ....._..I.......- .. ::' `.::::. ..... ..... ..... . ... .. .::....- ::: .. ; ::::: .... .. ..::... N ,:::: ,::::NVU ..... ::::: ::.ii:;iiiiii---- : .................... .... ........ ..... ..... ... C.......... :.:. .......... ....... , ........ .... ......... ::::: ..... :.... .:: :. NNH ANN.... ...... ......... ................•. ..... ..... M. .. .. ...:ii:::ii::ii::... .n......... NO: ..... ..... "'U - CC 02-1660 DWG NO.: 16605i02 DATE: 1/02/05 DRAWN 8Y: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 2 1 OF 10 _SHEETS O W cc Q X 0 W ft 00 st W U W IIIO a to 3 C _o N IJjW C= LA- a CO `�� Z Icy), co 1 !i Q W j J az �- ­1CL I - o la- z ! i N Z r1 W Cn Q 42 W cr t W CD W E >Q Z10 �i 0 = W 1�{ Ir CL N i i o r cn � la- la- � ; W U a_ �-- o W Q W � Er cr Q F- i F- 11 � - i , -, 11 ---.- I . Cj) I : - � 0000001 � I !, JOB No.: 02-1660 DWG NO.: 16605i02 DATE: 1/02/05 DRAWN 8Y: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 2 1 OF 10 _SHEETS HEETS CONSTRUCTION NOTES O2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. WITH 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. (UNLESS OTHERWISE NOTED) O8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. ] CONTRACTOR TO INSTALL "STOP" LEGEND AND LIMIT LINE AS SHOWN. ;; 1 X I 23 22 21 I ..------ +^ -------------------------------------------------- ------ G----------------------- ------------____________ ------ - S EX 81, --------- rno ----- ° 12 13 M \ ' � STING WALL PER COUNTY OF KERN 6121 PHASE ONE S° I OF-AMSFI L - ON CURVE (110 W z W m ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -<=>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. ,/-R/w & ec PROPOSED RIGHT-OF-WAY AND BACK OF CURB ---Ps--- PROPOSED SEWER ----PD---- PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ENKINS ROAI CONSTRUCT 0.40' A.C. PAVING OVER 0.40' CLASS II AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 47.39' 46.86' r� ON CURVE ON CURVE �p IOD VIM � 00 n TI= 7.0 R VALUE=__ 56 00 VARIES 45' TO 49' VARIES 11' 34' TO 38 ";* PROPOSED 6' HIGH BLOCK WALL I I *"= LANDSCAPE EASEMENT EXISTING I (WIDTH VARIES) PAVEMENT *2X MIN. SAWCUT TO NEAT 6" TYPE "B" CURB & GUTTER VERTICAL FACE OR '`��/,/, /j�%/� W/ 5.5' WIDE SIDEWALK AS DIRECTED BY CITY ENGINEER. COMPACT UNDER CURB, SEE PLAN VIEW FOR GUTTER AND SIDEWALK STRUCTURAL SECTION (TYP,) 6" MIN. TO 95% * SEE C.O.B. STD, DWG. ST -11 MAX. DENSITY. FOR SLOPE PARAMETERS JENKINS ROAD A TYPICAL STREET SECTION I NO SCALE R4 13 u Pp ----------------- -------------- -- - --------------------------------------------------- ---------- --------------------------------------------------- CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.39 30.00 30.26 90*30*12" C2 46.86 30.00 29.74 8929'48" C3 47.05 30.00 29.92 89*51'17" ENKINS ROAI CONSTRUCT 0.40' A.C. PAVING OVER 0.40' CLASS II AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 47.39' 46.86' r� ON CURVE ON CURVE �p IOD VIM � 00 n TI= 7.0 R VALUE=__ 56 00 VARIES 45' TO 49' VARIES 11' 34' TO 38 ";* PROPOSED 6' HIGH BLOCK WALL I I *"= LANDSCAPE EASEMENT EXISTING I (WIDTH VARIES) PAVEMENT *2X MIN. SAWCUT TO NEAT 6" TYPE "B" CURB & GUTTER VERTICAL FACE OR '`��/,/, /j�%/� W/ 5.5' WIDE SIDEWALK AS DIRECTED BY CITY ENGINEER. COMPACT UNDER CURB, SEE PLAN VIEW FOR GUTTER AND SIDEWALK STRUCTURAL SECTION (TYP,) 6" MIN. TO 95% * SEE C.O.B. STD, DWG. ST -11 MAX. DENSITY. FOR SLOPE PARAMETERS JENKINS ROAD A TYPICAL STREET SECTION I NO SCALE R4 13 u Pp ----------------- -------------- -- - --------------------------------------------------- ---------- --------------------------------------------------- HORIZONTAL: lm= 50' VERTICAL: 1"= 2' U �- Z M w M LO CI o 1ZwN Q > U� I 0 U)!- C0 ( c3 (1) Zm w N uj to C6 w N o Z L 5 C0 N w W N M N t0 O Of O O `V L MINi L.U oaUO ILL ui z��W w' Ll ul ta x-FZ05x-Lz°-z Fz�Lu _ �cn�w�npj00v�F Z WLL��OZJaiviv - Z W W R291m0Q' 3.- 277,m< a 'L w H Z w wxOw�WcnU�U- C7 VmW �aO�Opw C9 O Z ow U d' Z p> - W ��3ozcow Uz* z00%6zp,pa W ww��pUN=u=i� o zd �zF p ugLLFtZ7zwo0Om opWWZO� �WpzWow¢�oo a.. c~ia�I,-=�Zin Z p w w w x O Z P Q d Z zm H w> p v 6 O O U ZZ Z LL�ZW�rZNZU �ll a Ly m ui �� w a�uwi>¢vWvpi�O u�wO�Z�LuLuLa O�o�it�oa�xF O c�mx�Q O z m Z p T 6 = Ce LL W �z8x>o Oz� QOM a _________________ ---------------- W Q C3 a'- Z 2 0) m Q a5 w 16 p 0 m Z- w m 5? 8� Z 0 <W_j cJi3a>� wwmc3wz o -Q ---24 �- iw 0113- 0 MQ2 nvrnvn:v:n - PP PP M GUY COUNTY OFI KERN _DOWN CIT�FAKEI � EXISTING R/W LD INSTALL 0.40' AC OVER 0.40' CL II AB OVER 1.20 NG COMPACTED TO 956 MAX. DENSITY. HORIZONTAL: lm= 50' VERTICAL: 1"= 2' U �- Z M w M LO CI o 1ZwN Q > U� I 0 U)!- C0 ( c3 (1) Zm w N uj to C6 w N o Z L 5 C0 N w W N M N t0 O Of O O `V L m N M g EX/ST/NG EAST E.P. PROF/LE + co 360 ................... ♦ ^�Q �--- . Qb . . �sg Fo S9 F.o`. �. . . N . 360 z t�o`59 �A Sg ' - •- -'- r'- - �9 ' - - - - - -' _ - - _T. _ s_. r.- ; ; W v Q NOTE: VERIFY EXISTING LOCATION AND ELEVATION - - - - - - -. °sz T .. Fq �9�... Fo ScP FA < oS8 �,o S6?d -;°9 IN FIELD, PRIOR TO COWSIRUCTION •ANO •Nb71FY. - - - _ - .-. r -.- -. . . . .. . .. .. . -. -.- -.- -. `- - - �j.. .. . . . . �6. _ll� .- .-.- - - - O ENGINEER IF THERE ARE ANY DISCREPANCIES. ; _ _ - - - - - _ _ - - : : : : : : : : : : - - - - - - - - -: - - - - - - - - - - - . .: : +....... t0:............24f .............. 0358. : : : : w . ... +0.249 �_�o 'ZOW%/�,P�dfLE:....:..............358 6.24< DES/GN FLOW/NE PROFcn �- X,$...:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:......................... 0 N z -T- 356:....: ....:............................................:........................:....:....:.....................................................................:....:.........:....:....:....'....'....'....'....'....'. . 56 a' z 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 24+00 EAST FLOwLINE PROFILE SIGN LEGEND 2 �- w GENERAL DELINEATION NOTES: STRIPING LEGEND 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE 6. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NUMBERS A20 -A, A20 -B, M INSTALL ROAD SIDE SIGN AS INDICATED ` V PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 20A AND A20 -C. NUMBER IN O INDICATES DETAIL N0. ON STANDARD PLANS. 7. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT EXISTING SIGN TO REMAIN 2.PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CITY OF BAKERSFIELD a REMOVE EXISTING SIGNuj CO 8, STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE © STANDARDS E 3.ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD Q EXISTING SIGN TO BE RELOCATED uj ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 0 12' WIDE X -WALK PER CALTRANS STANDARDS -� SIGN LOCATION 9. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS 4.ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER STANDARD SPECIFICATION 8010-21C-19 �� �� S "STOP" MARKING PER CALTRANS STANDARDS ECORD DR G CALTRANS "MUTCD 2003 EDITION". ; ;; ;; ; o TYPE M ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) °' II II 5.ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. _ 310' 12' 12' 12' 9' ' 11' 12-110' 1 NOf p 4, i '120x12BAY TAPER ++ + d - I BY: FRED W. PORTER' ROE 3346 EXP BATE d01 -- -- -- -- -- -- -- -- -- -- -- -- - -- N --------------------- . <\.`;� ,;:----------------- ,.`--------------------------------- --------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- o ----------------------- �,----------------- --- ---------------------------- --_____________-------------------------------------------------------------- `-------------------- ---------------------------------- __ ---------------- ----- --- ----------------------------- ------------------------------------------------------------------------------------------------------------- ,.� 12 Ld LIMIT LINE 9 ExIsnNG N > O 14 18 19 0 --� - I- 13 17 - I - - - 15 - - O 16 23 23+46.40 24 - - - ,�-�-- - - - - - --+- - - +- - `---+ - - 2i4 N 9 21 22 VARIES J/ VARIES bi>/ C N 12 LIMIT LINE // =___ I -- -- -- -- -- -- -- -- -- I STOP - -- --� -- -- -- -- -- -- `� MINi ui N O Od _ ii II II II II II II II II II a - a Z I 0 M � W I � F- a w w O W m U ~ a Z m 0 � W W W La 0- N Q W Z w oLLIt 6_ a LL m N M g EX/ST/NG EAST E.P. PROF/LE + co 360 ................... ♦ ^�Q �--- . Qb . . �sg Fo S9 F.o`. �. . . N . 360 z t�o`59 �A Sg ' - •- -'- r'- - �9 ' - - - - - -' _ - - _T. _ s_. r.- ; ; W v Q NOTE: VERIFY EXISTING LOCATION AND ELEVATION - - - - - - -. °sz T .. Fq �9�... Fo ScP FA < oS8 �,o S6?d -;°9 IN FIELD, PRIOR TO COWSIRUCTION •ANO •Nb71FY. - - - _ - .-. r -.- -. . . . .. . .. .. . -. -.- -.- -. `- - - �j.. .. . . . . �6. _ll� .- .-.- - - - O ENGINEER IF THERE ARE ANY DISCREPANCIES. ; _ _ - - - - - _ _ - - : : : : : : : : : : - - - - - - - - -: - - - - - - - - - - - . .: : +....... t0:............24f .............. 0358. : : : : w . ... +0.249 �_�o 'ZOW%/�,P�dfLE:....:..............358 6.24< DES/GN FLOW/NE PROFcn �- X,$...:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:......................... 0 N z -T- 356:....: ....:............................................:........................:....:....:.....................................................................:....:.........:....:....:....'....'....'....'....'....'. . 56 a' z 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 24+00 EAST FLOwLINE PROFILE SIGN LEGEND 2 �- w GENERAL DELINEATION NOTES: STRIPING LEGEND 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RECESSED MARKERS SHALL BE 6. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NUMBERS A20 -A, A20 -B, M INSTALL ROAD SIDE SIGN AS INDICATED ` V PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 20A AND A20 -C. NUMBER IN O INDICATES DETAIL N0. ON STANDARD PLANS. 7. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT EXISTING SIGN TO REMAIN 2.PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CITY OF BAKERSFIELD a REMOVE EXISTING SIGNuj CO 8, STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE © STANDARDS E 3.ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD Q EXISTING SIGN TO BE RELOCATED uj ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 0 12' WIDE X -WALK PER CALTRANS STANDARDS -� SIGN LOCATION 9. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS 4.ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER STANDARD SPECIFICATION 8010-21C-19 �� �� S "STOP" MARKING PER CALTRANS STANDARDS ECORD DR G CALTRANS "MUTCD 2003 EDITION". ; ;; ;; ; o TYPE M ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) °' II II 5.ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. _ 310' 12' 12' 12' 9' ' 11' 12-110' 1 NOf p 4, i '120x12BAY TAPER ++ + d - I BY: FRED W. PORTER' ROE 3346 EXP BATE d01 -- -- -- -- -- -- -- -- -- -- -- -- - -- N --------------------- . <\.`;� ,;:----------------- ,.`--------------------------------- --------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- o ----------------------- �,----------------- --- ---------------------------- --_____________-------------------------------------------------------------- `-------------------- ---------------------------------- __ ---------------- ----- --- ----------------------------- ------------------------------------------------------------------------------------------------------------- ,.� 12 Ld LIMIT LINE 9 ExIsnNG N > O 14 18 19 0 --� - I- 13 17 - I - - - 15 - - O 16 23 23+46.40 24 - - - ,�-�-- - - - - - --+- - - +- - `---+ - - 2i4 N 9 21 22 VARIES J/ VARIES bi>/ C N 12 LIMIT LINE // =___ I -- -- -- -- -- -- -- -- -- I STOP - -- --� -- -- -- -- -- -- `� INSTALL POST TYPE a N uj DELINEATORS 0 25' j O Z SPACING (TYP) z NOTE I ._il_ t 'n z I °O ii N m I MINi N O Od _ ii II II II II II II II II II INSTALL POST TYPE a N uj DELINEATORS 0 25' j O Z SPACING (TYP) z NOTE I ._il_ t 'n z I °O ii N m I MINi N O Od a - Z I INSTALL POST TYPE a N uj DELINEATORS 0 25' j O Z SPACING (TYP) z NOTE I ._il_ t 'n z I °O ii N m I m cpDATE 07/30/2012 H W PA JOB No. 02-1660E p=- W �Z N SHEET EL HORIZONTAL: 1"= 50' JENKINS ROAD +Ion 04 W o FUTURE SIGNING AND STRIPING PLANCol. 3R ' � OF 10 SHEEN"S �. � -Lei 'p -I ci:� �3 N N O Od a - Z I M � I � a U ~ � W O La 0- N Q Z Q d m cpDATE 07/30/2012 H W PA JOB No. 02-1660E p=- W �Z N SHEET EL HORIZONTAL: 1"= 50' JENKINS ROAD +Ion 04 W o FUTURE SIGNING AND STRIPING PLANCol. 3R ' � OF 10 SHEEN"S �. � -Lei 'p -I ci:� �3 5 5' S/w CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 4 6" CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) O5 CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) ® CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. REVISIONS APPROVED: T! � W � 0 ZU- Z Z Wj UUNS UNCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT �6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) 5 CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) O8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -�- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) �R/W & BW PROPOSED RIGHT-OF-WAY AND BACK OF WALK - -PS- - PROPOSED SEWER - - -Po- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT fo N 5.0' WIDE 6121 PHASE 2 & 6796 PHASE 2 (PRIVATE STREET) RENOIR AVENUE W 1' A 1' 2X MIN -4X MAX 2X MIN -4X MAX SEE PLAN VIEW FOR 4" TYPE "C ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN, CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. S-1. (60' WIDE) & SIDEWALK AREAS PRIVATE"'O"N TYPICAL NO SCALE h ��ry AX 5' S/W 0 m 0_ 0) 00 CV M O N q pWY FL 19,1.,,.26 1 WIDE SIDEWALK U CURVE TABLE oaWLLp p 0'O' CURVE LENGTH RADIUS TANGENT DELTA C1 13.70 35.00 6.94 2225'35" C2 197.70 84.00 202.06 134'51'11" C3 54.98 35.00 35.00 90100'00" LEU 31.42 33.16 20.00 20.00 20.00 21.82 90'00'00" 94*59'19" =oW�ooWo DOLL~�waZOt0° 29.93 20.00 18.57 85'45'07" N 5.0' WIDE 6121 PHASE 2 & 6796 PHASE 2 (PRIVATE STREET) RENOIR AVENUE W 1' A 1' 2X MIN -4X MAX 2X MIN -4X MAX SEE PLAN VIEW FOR 4" TYPE "C ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN, CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. S-1. (60' WIDE) & SIDEWALK AREAS PRIVATE"'O"N TYPICAL NO SCALE h ��ry AX 5' S/W 0 m 0_ 0) 00 CV M O N q pWY FL 19,1.,,.26 1 WIDE SIDEWALK U N oaWLLp p 0'O' r zo%z Wow¢ V r Z M uu"U"-mw-W��O z�O�FriZaZ V�Zd'WQ = M 0) :n W 'CAS W w Z�� r^ - O zm ¢ LLJE v7 ZwiRO 1` WL0 �o= `�LL� 20w~ps h � rM=m U 00zwV.p.0a0awo QD- U to 7d�o�'LL30zr i O y c� WYOV c. < 0 zz�aa�z°0zp LL (' o2601;Od C9�3--W= 55z W moi- mtn Y VI Z LC p��iOirW10 'w m Q N =oW�ooWo DOLL~�waZOt0° W W N M O � '10!J g 2 z O W p W q o O Q W 8 a Lu (> � W ��//� ''Znn V (• Z M z O Z W o O Z W W oaza�w�0< Q w V Z U W 7d' O w qt r �- N vF_zwk�wv `W O V z p W F W W O W a-�UUW��O t.i. 0 O N pw>OpaWWWm LL W r = o1- N F- z10 W 9 W p==p=p WW Oww"ur.,LLOzmm wQp-W�WmHm L m W o W z 3 z z* m wwvawz3N�ln � '5m 0 m¢x WW CONSTRUCT 0.20' A.C. PAVING OVER 1.L.1 b L 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. HORIZONTAL: 1"= 50' u COMPACTED TO 95% MAX. DENSITY VERTICAL: 1 "= 2' Q u U O 31,42' 31.42' CL ij a i� W r„ M N CURVE ON CURVE L �� a 00 00 j N N pp m C) OMF11- co Wrl-(6 No Wt6 cdD BOO ���Q'O C�C>t 360; . ; . . . ; . . . ; . . . : . . . ; . . . . . . . . . . . p. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -J WLc) ed ci MCV' � M N�Vii oaf OO `n d� O 00 ; + ♦ OFsd). . . . . . . pNj. dw. . . . . . . . . . . . . . . . . . . . . . . t/) �^ ^ 0M :-'.:...:...:............... ; C4 + ;'+ ; ; ; ; .:...;...;..+ + ;...;...;...................x,...360 N Li N Q-' � V_ ^ RQ' � N M'M3 N Q. _ - • - - - - - ; .: .: .: .. ; ; ; ...: .... o00 ... :. r o o :... E"X/S)WG. GRIND . f3RDF/[�' : .. N :.. N 358:. T - __-------_ ; o ; ; AT NE'STFLONZ/N£ ; ; ; ...:.. ; ... ; ... ; ... ; ............... �1 ... �.. :.. . +-- -- LL N. Cr .............................. 358 .+.. s +0.25x-o.2356�9, ;, +0.2oxo.... .. DES/GN FLOW/NE PROF/LE� o.25x• U ; .. . -0 25x .DES/GN.FL•ONZ/NE PROf1LE..: :. ..:...::..:...:..:..: � :..: 35 � LL 354: ... ; ; ; ; ;:...;...:...;...;...;...;...;...:...:...:...;...;...:...;...:...:...:...:...:...:...:...: 9+00 ..10+00'.........•1.1+ 00 12+00 13+00 ........................................... ..:...:...:...:...:...:...............:...:......: N 4+00 I 15+00 16+00 17+00 18+00 19+00 354 O 20+ 00 N 54.98' WEST FLOWLINE PROFILE ORD DRAWING ��,� � ��� 2 0 ON CURVE 33.16' 29.93' ��� N m W M Q' �' d' N OC I� N 54.98 w U ��� N ON CURVE CURVE o cn 360 . . . . . . . . . . . . . . . . . M O" m W `° m cD w .r d- �- os rn ON CURVE p. . . . . . . . . . . . . . . . . . . . . OD O t� tC �' m �' �w " 1� ►i 00 m l�j co m m W r- b ; c,koLn 11 � �?.;...:...;...:...; 00.9...... P............360 a FRED 1w�1'. PORTER RCE :%3� 48 EXP, DATE ...: N .. :...:.EYY/ST/NG GROG/NDI PROF/LE • °- o+D NI 358 :...: - : _ ... _ • 00 o : o o : AT EAST FLONL/NE ; ... ; ... .. ; ... ; ..... ..... , . , ...:.. .:....... . ...............----_--__--_ .+ �,•.//��/ .w REVISIONS APPRO 1 . • • • . , . ; • • . ; . . . ; • . . ; • . . ; . • . ; r . • ; . . . . . . . . �•. • �•t� T/1M �-. _�� • �.�-.�� �. •.- i-.� �Li�q�-••�. , �..�. �� .-a �.. ��.�.-.-.-. a-, �.��.� D• 77 ............3501 8 - k 'cifj yj ��� • -0.2 x .. ; ........ +o.x FRED W. PORTER DATE +o.,1x RCE 33448 356:...:...:...:.. .:.. D£S/GN FGONL/NE PROFILE : : _ ..... ; . :...:... ; . :...........:... . . _ . . . . . . . . . . . . +0.51. - +0.21X CL N ui N ddj a Z 0 w � M IZ I � W 0 W m N F- a 9 WW La w � W ♦Z 0 W L W 0 � o � LL a. Q a CONSTRUCT 0.20' A.C. PAVING OVER 1.L.1 b L 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. HORIZONTAL: 1"= 50' u COMPACTED TO 95% MAX. DENSITY VERTICAL: 1 "= 2' Q u U O 31,42' 31.42' CL ij a i� W r„ M N CURVE ON CURVE L �� a 00 00 j N N pp m C) OMF11- co Wrl-(6 No Wt6 cdD BOO ���Q'O C�C>t 360; . ; . . . ; . . . ; . . . : . . . ; . . . . . . . . . . . p. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -J WLc) ed ci MCV' � M N�Vii oaf OO `n d� O 00 ; + ♦ OFsd). . . . . . . pNj. dw. . . . . . . . . . . . . . . . . . . . . . . t/) �^ ^ 0M :-'.:...:...:............... ; C4 + ;'+ ; ; ; ; .:...;...;..+ + ;...;...;...................x,...360 N Li N Q-' � V_ ^ RQ' � N M'M3 N Q. _ - • - - - - - ; .: .: .: .. ; ; ; ...: .... o00 ... :. r o o :... E"X/S)WG. GRIND . f3RDF/[�' : .. N :.. N 358:. T - __-------_ ; o ; ; AT NE'STFLONZ/N£ ; ; ; ...:.. ; ... ; ... ; ... ; ............... �1 ... �.. :.. . +-- -- LL N. Cr .............................. 358 .+.. s +0.25x-o.2356�9, ;, +0.2oxo.... .. DES/GN FLOW/NE PROF/LE� o.25x• U ; .. . -0 25x .DES/GN.FL•ONZ/NE PROf1LE..: :. ..:...::..:...:..:..: � :..: 35 � LL 354: ... ; ; ; ; ;:...;...:...;...;...;...;...;...:...:...:...;...;...:...;...:...:...:...:...:...:...:...: 9+00 ..10+00'.........•1.1+ 00 12+00 13+00 ........................................... ..:...:...:...:...:...:...............:...:......: N 4+00 I 15+00 16+00 17+00 18+00 19+00 354 O 20+ 00 N 54.98' WEST FLOWLINE PROFILE ORD DRAWING ��,� � ��� 2 0 ON CURVE 33.16' 29.93' ��� N m W M Q' �' d' N OC I� N 54.98 w U ��� N ON CURVE CURVE o cn 360 . . . . . . . . . . . . . . . . . M O" m W `° m cD w .r d- �- os rn ON CURVE p. . . . . . . . . . . . . . . . . . . . . OD O t� tC �' m �' �w " 1� ►i 00 m l�j co m m W r- b ; c,koLn 11 � �?.;...:...;...:...; 00.9...... P............360 a FRED 1w�1'. PORTER RCE :%3� 48 EXP, DATE ...: N .. :...:.EYY/ST/NG GROG/NDI PROF/LE • °- o+D NI 358 :...: - : _ ... _ • 00 o : o o : AT EAST FLONL/NE ; ... ; ... .. ; ... ; ..... ..... , . , ...:.. .:....... . ...............----_--__--_ .+ �,•.//��/ .w REVISIONS APPRO 1 . • • • . , . ; • • . ; . . . ; • . . ; • . . ; . • . ; r . • ; . . . . . . . . �•. • �•t� T/1M �-. _�� • �.�-.�� �. •.- i-.� �Li�q�-••�. , �..�. �� .-a �.. ��.�.-.-.-. a-, �.��.� D• 77 ............3501 8 - k 'cifj yj ��� • -0.2 x .. ; ........ +o.x FRED W. PORTER DATE +o.,1x RCE 33448 356:...:...:...:.. .:.. D£S/GN FGONL/NE PROFILE : : _ ..... ; . :...:... ; . :...........:... . . _ . . . . . . . . . . . . +0.51. - +0.21X CL ........... :... ...:...:... ' ; ; ...: ......cn : ...: +0.25X • ..... -0.26% . ...... . ; ... ; ... .......:...: . 4£5/GN. fZ.'0X/N4' PR4F)Z.E.:...:...:...:...:...:...:...:...:356 c DATE 07/30/2012 . - PA JOB No. 02 -1660E ...... ...:...................................:...:...:. MARIAN P. SHAW . RCE 32178 DATE N SHEET 354 :.......:...: ; ; ;;...;...;...;...;....... :....... ................:...: ... W 9+00 10+00 11+00 12+00 13+00 ...................................................' 354 14+00 15+00 16+00 17+00 18+00 19+00 w 20+00 EAST FLOWLINE PROFILE OF 10 SHEETS N N ddj Z M IZ I � N F- La � W ♦Z 0 uiQ� ........... :... ...:...:... ' ; ; ...: ......cn : ...: +0.25X • ..... -0.26% . ...... . ; ... ; ... .......:...: . 4£5/GN. fZ.'0X/N4' PR4F)Z.E.:...:...:...:...:...:...:...:...:356 c DATE 07/30/2012 . - PA JOB No. 02 -1660E ...... ...:...................................:...:...:. MARIAN P. SHAW . RCE 32178 DATE N SHEET 354 :.......:...: ; ; ;;...;...;...;...;....... :....... ................:...: ... W 9+00 10+00 11+00 12+00 13+00 ...................................................' 354 14+00 15+00 16+00 17+00 18+00 19+00 w 20+00 EAST FLOWLINE PROFILE OF 10 SHEETS CONSTRUCTION NOTES TC=357.85 CURVE O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT SIDEWALK PER 6" TYPE C.O.B. "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. WITH 4.5' WIDE COMBINATION 47.39 30.00 STD. DWG. ST -3. (UNLESS OTHERWISE NOTED) O3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. 90'00'00" CONSTRUCT 6 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT O5 CL -2 A.B. UNDER CONSTRUCT CHRISTY CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) 21.82 94'59'19" U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) O6 CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. 23'09'44" O8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. 27.24'37" O9 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. 22.25'19" I� I 17 �I _/ II �I 91 II �I i i TRAMBRIDGE WAY ------------------- �--- EX. FIRE HYD. I I II I �I II O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -0- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BW --�--- PROPOSED RIGHT-OF-WAY AND BACK OF WALK - - -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -EX. EP- - EXISTING EDGE OF PAVEMENT ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. %I IftlrryIC %-;pInccIj MICHAELANGELO DRIVE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 24 i U O 0 0 Y m 60' a 9' 21' 21' 9• LANEDASCAP ,• 5.0' MADE SIDEWALK 2% MIN -4% MAX 259 MIN -4% MAX % SEE PLAN VIEW FOR 74'_TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. 'mak. 5T -l.(60 9 WIDE) & SIDEWALK AREAS TYPICAL PRIVATE STREET-SEQ-gy NO SCALE o.+ 80' 10' 30' 30' 10' SC DSCAP 20' 10' 10' 20' �_ 2' TYP. . '2% 2% MIN -4% MAX 2% MIN -4% MAX 6" TYPE "B" CURB TYPE "M" MEDIAN CURB SEE PLAN VIEW FOR AND GUTTER WITH 4.5' STRUCTURAL SECTION NIDE SIDEWALK PER C.O.B. STD. ST -1 & ST -3. COMPACT 6" MIN. UNDER CURB, GUTTER �80' WIDE) & SIDEWALK AREAS \2./ NO SCALE NIDE SIDEWALK -------- "T RAC T G tt 12.1 �oNEER * b - I - - RECORD DRAWING AM45 12va O CY' ,,� o ��� ----- 00 PIMPROVEMENTS 4� M Ol i PERER 61 6121 PHASE ONE N , Q -------- In M M wU 3 > u` 0. o� w Q V Oce o �y x w fly, FRED W. PORTER, RCE 33440 P�- SAT �ls/�3a *SSP 23 _N_ HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' Ix 00 ON CURVE OON CURS co CURVE m� Lu mof `6 Wc6mco Wt0 UM 1100) �O }(� M MM �Lo L0 co Lo d^ �W `� of m 360 . . . . . . m etM M M 00 W) rnM �cq mN er prj O co -1 M - + . . . . . . . . . . . . . . . . . . . . . . . . .I� . . . . . . . OOO o w W T N N:...:...:...:...:...:...........�^ Q ............360 -zo . . . • ' EX/S1WV GROUND PROF/L£ -� �n r : 1Ji ' L� Lo. NOTE: VERIFY EXISTING LOCATION AND ELEVATION AT NOR1N FLOWL•/NE . . . . . . . . . . . . . . . . . . . . K) «i IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 358:...:... \ - + ENGINEER IF THERE ARE ANY DISCREPANCIES. 0�... ...------------ -- T- -----=--=-=---------- ----------------------- ----- :...:...:358 03r ............... .:...:...:...:...:...... - +0.20 - -o s,� :......... fo=2o� ..:...: . +o:2ox•-••................................... -0 5 % +0 356 . . . . : . . . . . . . . . . . . . . . . . . . . DES/GN FLOWL/NE PROF/LE : : : : : DES/GN FLOWL/NE PROF/LE- :. - =:...:...:...:.......:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...: :...:...:...:...:...:...:356 354* ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...•...:...:...:.... - +00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0 ............................. �•�•�•-•-------"--•354 NORTH FLOWLINE PROFILE 0 18+00 19+00 47.39' 31.42' 33.16' M ON CURVE W m ON CURVE ON CURVE 000 0 Th � m W L) irfl- w It � Z mLo 00 M 00 M co .- m W c6m c6 W c6 a- O W U 360..... . . . . . . .. . . . . . . . . . . . . . . . . . . . .'M M W) �M 00M �mm mN re) + : :...:...:...:.:...:...:...:...:...............^�"'............... W.............360 + T- + Q �. O N = M I EX/ST/NG GROUND PROF/LE �" ^ NOTE: VERIFY EXISTING LOCATION AND ELEVATION : : : : : : A T SOUTH' FLZIWL/l1/E i j. . IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 358:...:.. M. ENGINEER IF THERE ARE ANY DISCREPANCIES. '.I. `. :.----------- -- - -------=--=-=--------------------------------- :. :...:...:358 : - . - +0.20% `- +0:io96� : I. . i. _0. 7� . . . . . . . _ . . . . . . . . . . . . . .+.0.20%. : : : : : : : : . • 1 �! � _.. - � - 356 . . . . . . . . . . . . . . . . . . . . ES/GIf FLOWL/NE PROF/LE 95� X0.51% : DESIGN FLOWL/NE PROF/LE :...:..I:...:...:...:...:...:...:...:...................................:...:...:...:...:...:...:...:...:...:...: 356 :...:...:...:...:...:...:...I i.... :...:...:...:...:...:•........................:...:...:...:...:...- :...:...:... I. ..........•--......... 354*....:...:...:...:...: ............:...:...:...: +00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00........... • .. ' . = 354 SOUTH FLOWLINE PROFILE 18+00 19+00 i t;=sau.Du AC=358.00 CURVE TABLE TC=357.85 CURVE LENGTH RADIUS TANGENT DELTA Cl 46.86 30.00 29.74 89.29'48" C2 47.39 30.00 30.26 90'30'12" C3 31.42 20.00 20.00 90'00'00" C4 29.93 20.00 18.57 85'45'07" C5 33.16 20.00 21.82 94'59'19" C6 210.21 520.00 106.56 23'09'44" C7 239.20 500.00 121.93 27.24'37" C8 187.84 480.00 95.14 22.25'19" C9 229.63 480.00 117.06 27'24'37" C10 239.20 500.00 121.93 27.24'37" C11 248.77 520.00 126.81 27'24'37" C12 31.42 10.00 1 180'00'00" %I IftlrryIC %-;pInccIj MICHAELANGELO DRIVE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 24 i U O 0 0 Y m 60' a 9' 21' 21' 9• LANEDASCAP ,• 5.0' MADE SIDEWALK 2% MIN -4% MAX 259 MIN -4% MAX % SEE PLAN VIEW FOR 74'_TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. 'mak. 5T -l.(60 9 WIDE) & SIDEWALK AREAS TYPICAL PRIVATE STREET-SEQ-gy NO SCALE o.+ 80' 10' 30' 30' 10' SC DSCAP 20' 10' 10' 20' �_ 2' TYP. . '2% 2% MIN -4% MAX 2% MIN -4% MAX 6" TYPE "B" CURB TYPE "M" MEDIAN CURB SEE PLAN VIEW FOR AND GUTTER WITH 4.5' STRUCTURAL SECTION NIDE SIDEWALK PER C.O.B. STD. ST -1 & ST -3. COMPACT 6" MIN. UNDER CURB, GUTTER �80' WIDE) & SIDEWALK AREAS \2./ NO SCALE NIDE SIDEWALK -------- "T RAC T G tt 12.1 �oNEER * b - I - - RECORD DRAWING AM45 12va O CY' ,,� o ��� ----- 00 PIMPROVEMENTS 4� M Ol i PERER 61 6121 PHASE ONE N , Q -------- In M M wU 3 > u` 0. o� w Q V Oce o �y x w fly, FRED W. PORTER, RCE 33440 P�- SAT �ls/�3a *SSP 23 _N_ HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' Ix 00 ON CURVE OON CURS co CURVE m� Lu mof `6 Wc6mco Wt0 UM 1100) �O }(� M MM �Lo L0 co Lo d^ �W `� of m 360 . . . . . . m etM M M 00 W) rnM �cq mN er prj O co -1 M - + . . . . . . . . . . . . . . . . . . . . . . . . .I� . . . . . . . OOO o w W T N N:...:...:...:...:...:...........�^ Q ............360 -zo . . . • ' EX/S1WV GROUND PROF/L£ -� �n r : 1Ji ' L� Lo. NOTE: VERIFY EXISTING LOCATION AND ELEVATION AT NOR1N FLOWL•/NE . . . . . . . . . . . . . . . . . . . . K) «i IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 358:...:... \ - + ENGINEER IF THERE ARE ANY DISCREPANCIES. 0�... ...------------ -- T- -----=--=-=---------- ----------------------- ----- :...:...:358 03r ............... .:...:...:...:...:...... - +0.20 - -o s,� :......... fo=2o� ..:...: . +o:2ox•-••................................... -0 5 % +0 356 . . . . : . . . . . . . . . . . . . . . . . . . . DES/GN FLOWL/NE PROF/LE : : : : : DES/GN FLOWL/NE PROF/LE- :. - =:...:...:...:.......:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...: :...:...:...:...:...:...:356 354* ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...•...:...:...:.... - +00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0 ............................. �•�•�•-•-------"--•354 NORTH FLOWLINE PROFILE 0 18+00 19+00 47.39' 31.42' 33.16' M ON CURVE W m ON CURVE ON CURVE 000 0 Th � m W L) irfl- w It � Z mLo 00 M 00 M co .- m W c6m c6 W c6 a- O W U 360..... . . . . . . .. . . . . . . . . . . . . . . . . . . . .'M M W) �M 00M �mm mN re) + : :...:...:...:.:...:...:...:...:...............^�"'............... W.............360 + T- + Q �. O N = M I EX/ST/NG GROUND PROF/LE �" ^ NOTE: VERIFY EXISTING LOCATION AND ELEVATION : : : : : : A T SOUTH' FLZIWL/l1/E i j. . IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 358:...:.. M. ENGINEER IF THERE ARE ANY DISCREPANCIES. '.I. `. :.----------- -- - -------=--=-=--------------------------------- :. :...:...:358 : - . - +0.20% `- +0:io96� : I. . i. _0. 7� . . . . . . . _ . . . . . . . . . . . . . .+.0.20%. : : : : : : : : . • 1 �! � _.. - � - 356 . . . . . . . . . . . . . . . . . . . . ES/GIf FLOWL/NE PROF/LE 95� X0.51% : DESIGN FLOWL/NE PROF/LE :...:..I:...:...:...:...:...:...:...:...................................:...:...:...:...:...:...:...:...:...:...: 356 :...:...:...:...:...:...:...I i.... :...:...:...:...:...:•........................:...:...:...:...:...- :...:...:... I. ..........•--......... 354*....:...:...:...:...: ............:...:...:...: +00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00........... • .. ' . = 354 SOUTH FLOWLINE PROFILE 18+00 19+00 i t;=sau.Du AC=358.00 TC=358.19 TC=357.85 1660ST06 AC=357.69 AC=357.35 DRAWN BY: Y 11+33.41 ClC=358.51 1 SCALE: �E 11 ClC1 AC=358.01 C1 Cl 10+66.05- 3 11+63.41 TC=358.73 La TC=358.27 AC=358.23 0 AC=357.77 10+76.05 10.00' RT 11+23.41 10.00' RT 11+73.41 10.00' R TC=358.42 TC=358.20 TC=357.96 AC=357.92 AC=357.70 AC=357.46 N I 12+03.41 1 TC -357.68 AC -357.18 0 N 12 C72 TC=358.14 AC=357.64 12+03.41 (10.0 TC=357.83 AC=357.33 JOB No.: 02-1660 ._ 1660ST06 DATE: 1/02/05 DRAWN BY: Y C14 C%4co• - SCALE: AS NOTED �E SHEETS w Cc to to I am) La >< 0 0 � I.- -cc G y x Y W a: co et a: • M M LLj W ....... ........ ..... .................... ..... C'j rd ................ ..... CD La ........................... JOB No.: 02-1660 DWG FILE: 1660ST06 DATE: 1/02/05 DRAWN BY: LGH CHECKED BY: - SCALE: AS NOTED SHEET 6 OF 10 SHEETS pn La ."' I.- -cc G x W co et M M W U W F�- O CL t/) 3 o _o cn W � W La. JOB No.: 02-1660 DWG FILE: 1660ST06 DATE: 1/02/05 DRAWN BY: LGH CHECKED BY: - SCALE: AS NOTED SHEET 6 OF 10 SHEETS CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 20 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) 50 CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) O CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. J r W + 0 Ln 11 10, 7 8 1 TURNAROUND P LENGTH RADIUS TANGENT DELTA C1 W� 170.00 w m C2 28.29 c 14.19 10'48'24" C3 + 190.00 17.97 10'48'24" co 156.55 830.00 78.51 10'48 4" ml'sotL'j f N ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -V- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) & ew PROPOSED RIGHT-OF-WAY AND BACK OF WALK - - -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN --EX. EP- - EXISTING EDGE OF PAVEMENT u + 1 13 1 12 0 5' OTYP IM ► - o+o 0 5' S/W 5 21 k L, - -+---. 21 ?, +43,85 - 0 IT II = i 20' 20' ' - I 5' S/W C) 2 F- c� w 0a= Z3 (f) > W U) 4 + + J0 N ti 6796 PHASE � 1 RON N (PRIVATE STREET) 3 V_ m U m AANDSCAPE 5.0' MADE SIDEWALK EA 5.0' WIDE SIDEWALK 2�-� 2% MIN -4X MAX 2X MIN -4X MAX 2 SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 8" MIN. CURB AND GUTTERPER UNDER CURB, GUTTER C.O.S. STD. S -i, (60' WIDE) do SIDEWALK AREAS ATYPICAL PRIVATE STREET-SEQ]] N CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95X MAX. DENSITY 33.44' 28.24' ON CURVE ON CURV V U iR� U (.9 w°', v 11Op 00) m w m !Alan"' N �.� D DRAWING TRACT 6 733 FHA 1 bYs P 0 W. PORTER, $SCE. 33440 EXP 6 s/w S/w 362 .................... ... ...... - 362 £X/$117NG GROUNQ'PROF/L£' ................ ... ................... ............................... ... ........ ... .... ...... . A T NORw FLOWUN4 . �.� . . . . . . . . . . . . . . . .---•- --- ��.---•----------------- -- ---._, �.� -. r-. 360 :...:...:...:...:... :...:. � ...... ;, ;:o................... �...... ,.-0,1.9.0 .................. . ......... ... .: .360 l ; t o• 19, �� : : : : : DES°/GN FLOWUNt PROPLE O -7 3 % . . DES/GN FLOWL/N£ PROF/LE ^:�''►`��: '� I. 0.8'Y 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...............:...:...:358 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 NORTH FLOWLINE PROFILE 32.43' 32.43' 31.42' N CURVEN CURVE (�• �. h N CURVE� m W m �� 1� � W m .� Cj M M m p W m� •. W 1[) O tG� m W O? m In CO ,7 O 00 In 1 M 04 tG N + + + r + + + d in cC 00 + 04M� r r Q1 O N N NN 1* r N J N 362 .................... ..... ................ ... .. .... ................. ............................... .... ........ ... ............362 EXIS17NG GROU1 :PROF/LE . A F SOUTH FLON2/N£ . . . . . . ; ; . ; ; . . ; . ` ; . ; ; . ; . . . . . . . - - •�. i ..t i •-t -... . . . . . . . . . . . . . .. . . . . . . ` . . . . . . . . -.. • . . . . + - • . -. �... -. ." i 16-4 .r...-..� .-.n 7 7 360 :...:...:...:...:... ...:. .:...:_ . _ .:.. T -" +mac . ......-- . ....... :f p • -o.?ox . 360 �)o - a 4,9 p . -o.2ox ✓ 1 � "DE 6W FLOWL/NE PROF%LE Z : : : : ; DESIGN FLON2/N£ PROf7'L£ ; ; ; -0'2 ; -0•20z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:�.�./.:...:...:...:358 15+00 16+00 17+00 18+00 19+00 20+00 21+00, 22+00 23+00 24+00 25+00 SOUTH FLOWLINE PROFILE REVISIONS APP: ti.. -7 -moo -12 FRED W. PORTER DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 DATE +-2'2 -if DATE U CURVE TABLE TURNAROUND CURVE LENGTH RADIUS TANGENT DELTA C1 32.06 170.00 16.08 10'48 4" C2 28.29 150.00 14.19 10'48'24" C3 35.84 190.00 17.97 10'48'24" C4 156.55 830.00 78.51 10'48 4" C5 118.36 850.00 59.28 07'58'41" C6 111.75 810.00 55.96 07'54'16" C7 33.44 20.00 22.13 9547'06" C8 28.24 20.00 17.05 80'53'48" C9 32.43 20.00 21.04 9254'08" CIO 32.43 20.00 21.04 92'54'08" C11 156.55 830.00 78.51 10'4824" C12 111.75 810.00 55.96 07'54'16" C13 123.44 850.00 61.83 08119'15" C14 32.06 170.00 16.08 10'48'24" C15 28.29 150.00 14.19 10'48'24" C16 35.84 190.00 17.97 10.48'24" C17 1 33.64 20.00 22.36 96'22'46" C18 1 31.42 20.00 1 20.00 F 90'00'00" m U m AANDSCAPE 5.0' MADE SIDEWALK EA 5.0' WIDE SIDEWALK 2�-� 2% MIN -4X MAX 2X MIN -4X MAX 2 SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 8" MIN. CURB AND GUTTERPER UNDER CURB, GUTTER C.O.S. STD. S -i, (60' WIDE) do SIDEWALK AREAS ATYPICAL PRIVATE STREET-SEQ]] N CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95X MAX. DENSITY 33.44' 28.24' ON CURVE ON CURV V U iR� U (.9 w°', v 11Op 00) m w m !Alan"' N �.� D DRAWING TRACT 6 733 FHA 1 bYs P 0 W. PORTER, $SCE. 33440 EXP 6 s/w S/w 362 .................... ... ...... - 362 £X/$117NG GROUNQ'PROF/L£' ................ ... ................... ............................... ... ........ ... .... ...... . A T NORw FLOWUN4 . �.� . . . . . . . . . . . . . . . .---•- --- ��.---•----------------- -- ---._, �.� -. r-. 360 :...:...:...:...:... :...:. � ...... ;, ;:o................... �...... ,.-0,1.9.0 .................. . ......... ... .: .360 l ; t o• 19, �� : : : : : DES°/GN FLOWUNt PROPLE O -7 3 % . . DES/GN FLOWL/N£ PROF/LE ^:�''►`��: '� I. 0.8'Y 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...............:...:...:358 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 NORTH FLOWLINE PROFILE 32.43' 32.43' 31.42' N CURVEN CURVE (�• �. h N CURVE� m W m �� 1� � W m .� Cj M M m p W m� •. W 1[) O tG� m W O? m In CO ,7 O 00 In 1 M 04 tG N + + + r + + + d in cC 00 + 04M� r r Q1 O N N NN 1* r N J N 362 .................... ..... ................ ... .. .... ................. ............................... .... ........ ... ............362 EXIS17NG GROU1 :PROF/LE . A F SOUTH FLON2/N£ . . . . . . ; ; . ; ; . . ; . ` ; . ; ; . ; . . . . . . . - - •�. i ..t i •-t -... . . . . . . . . . . . . . .. . . . . . . ` . . . . . . . . -.. • . . . . + - • . -. �... -. ." i 16-4 .r...-..� .-.n 7 7 360 :...:...:...:...:... ...:. .:...:_ . _ .:.. T -" +mac . ......-- . ....... :f p • -o.?ox . 360 �)o - a 4,9 p . -o.2ox ✓ 1 � "DE 6W FLOWL/NE PROF%LE Z : : : : ; DESIGN FLON2/N£ PROf7'L£ ; ; ; -0'2 ; -0•20z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:�.�./.:...:...:...:358 15+00 16+00 17+00 18+00 19+00 20+00 21+00, 22+00 23+00 24+00 25+00 SOUTH FLOWLINE PROFILE REVISIONS APP: ti.. -7 -moo -12 FRED W. PORTER DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 DATE +-2'2 -if DATE U TEMPORARY TURNAROUND ow paUw FO mom pJ CURVE U uj a ME C1 Z _ 0 i W°xz3n YZV C2 w MJ:m (y) :n >°w'FO- w V p¢» C3 C0p W Z •tr r w it g w�xz��u>x�zao L Z w I,-- 01- - U) o�-m M � U 8o0W Wz Q U 'Lo Z jr 3:: 0 F2 Z p M, W r w� O LLI OV�V¢Z0 0 LLL 0V'dwpo`;pa W z cc I Ow�aiilw F22 w �_ 6 1 Q m m LLJN oo���W0Zo; O Z 0 '0'4 0 z> WWF Z N O L ¢�oWou Lu =cc~cpi� (� N zpwwwLL�dz� aLj Z U M W o�Zw=p"'p¢� w N V=UW w7doLLJw LL Z Z m� L Z Z Z V x O WWjUVOOLMLIIi O N QCUzpm Inww�zLj Lu Ly w Z p U0w _ W, >W _j M p Z M x U fn W x W Q- Q p��> ILL Z w o� Ln- LL r O, F O w W m m >9WFzobwgv=i L U Z ¢wvWwv3Qa>� to co Q F 5 F U Q 0 _N_ HORIZONTAL: 1 "= 50' VERTICAL: 1"= 2' TEMPORARY TURNAROUND EASEMENT BY SEPERATE INSTRUMENT TEMPORARY TURNAROUND - - - -EDGE OF PAVEMENT IF I INSTALL RW I W31 (CA) CI LIP FL W/OM4-3 -0) E POST I O C3 (ROLL TOP C&G) I - - I �rn I c2 I I L-__-- 2" AC OVER 6" AGG. FUTURE CONSTRUCTED COMPACTEDSNATTIVE TO E OVER it PHASE ' PHASE 95% MAX. DENSTY PER C.O.B. STD. DWG. T-14 G\NEER * di >0 �� pyla U s,?J 49 N Cn °zs Z = .j 12L cr) W F- r'' W Z c0 W 1- F- Q LU W F- > I- 0 0 - z � N r N W W coI..L E 0 N M O al3 N I 0 I N 0 N W cn w Of r O n I N O O i 3 I N L a TEMPORARY TURNAROUND CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 26.84' 14.12' 43'56'44" C2 35.00' 26.84' 14.12' 43'56'44" C3 1 40.00' 1 187.02' 41.50' 1 267'53'28" G\NEER * di >0 �� pyla U s,?J 49 N Cn °zs Z = .j 12L cr) W F- r'' W Z c0 W 1- F- Q LU W F- > I- 0 0 - z � N r N W W coI..L E 0 N M O al3 N I 0 I N 0 N W cn w Of r O n I N O O i 3 I N L a C4 w N a 0 Z I L M � I � x cn w 0 W m tC WWF aLj Lu x LO LL w Q- Q a LL G\NEER * di >0 �� pyla U s,?J 49 N Cn °zs Z = .j 12L cr) W F- r'' W Z c0 W 1- F- Q LU W F- > I- 0 0 - z � N r N W W coI..L E 0 N M O al3 N I 0 I N 0 N W cn w Of r O n I N O O i 3 I N L a 'EMPORARY TURNAROUND DETAIL DATE 07/30/2012 SC&E: 1" s 40' ° PA JOB No. 02-1660E N SHEET hl w Q S w OF 10 SHEETS C4 N o� Z I M � I � x cn V C4 tC � W aLj x - a 'EMPORARY TURNAROUND DETAIL DATE 07/30/2012 SC&E: 1" s 40' ° PA JOB No. 02-1660E N SHEET hl w Q S w OF 10 SHEETS r0nlcTP1IP-nnki AInTE-c vv..v �yy y19 IrV I LJ O1 CONSTRUCT 4" TYPE V (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. MAX. DENSITY) O5 CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) 80 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. 6"1.0ORDDRAWINGTKACT G7,96 PH A.S E 1,t ", TER, RCE • a w m 0� o + + + o � 1 0 14 3 (1 J� -ox , t ZZ iM DAVE v� + 1 5 I yr to f h N A ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -<=>- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) � & BW - - PROPOSED RIGHT-OF-WAY AND BACK OF WALK -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT v1 6 5 0 Q� v T- 8 W o °.° }' W V) 000 V)� � Go - T to 800.00 27.97 04'00'16" CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 13.70 35.00 6.94 22'25'35" C2 197.70 84.00 202.06 134-51-11- 34' 1'11"C3 C3 54.98 35.00 35.00 90'00'00" C4 162.57 500.00 82.01 1 '37'45" C5 107.88 520.00 54.13 11'53'11" C6 156.07 480.00 78.73 18'37'45" C7 26.67 20.00 15.74 7625'00" C8 142.19 800.00 71.28 10'11'00" C9 111.95 820.00 56.06 07'49'20" C10 175.04 780.00 87.89 12'51'27" C11 34.27 20.00 23.08 98'10'16" C12 33.26 20.00 21.94 95'17'37" C13 12.20 820.00 6.10 00'51'09" C14 27.64 20.00 16.54 79'11'36" C15 148.91 500.00 75.01 17.03'50" C16 101.65 520.00 50.99 11.12'01" C17 78.70 480.00 39.44 09'23'38" C18 30.26 20.00 18.87 86'40'47" C19 32.97 20.00 21.61 94'2628" C20 196.94 42.00 42.99 68'39'35" C21 25.39 35.00 13.28 41'33'36" C22 29.19 35.00 15.50 47'47'07" C23 55 91 CL F=- Z aL m� ZmZ V 800.00 27.97 04'00'16" N 20' o' � 00 o m I m rn F- O :Ld co O IU t^D 0 m� f o + w w°-1F-0zp i0a N O N 60' m 9' 21' � 21' ± 5.0' WIDE SIDEWALK 1' FUrURR I 1. A 2%.� 291 MIN -0 MAX 2X MIN -4X MAX N I _or SEE PLAN VIEW FOR Z 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT i MIN. SwF-wJz�w3LL wx0 �wu>U CURB AND GUTTER PER i' UNDER CURB, GUTTER W C.O.S. STD. S-1. C71-r-Fao`LL � U O LL & SIDEWALK AREAS WW (0' WIDE) v m p o - ri TYPICAL %8/ PRIVATE_ STREET SECTION NO SCALE 800.00 27.97 04'00'16" N 20' o' I 16 5' S/W 00 o m I a rn F- O :Ld co + IU t^D M 'f o f o + w w°-1F-0zp i0a N O N 1 r N o FUTURE rU7URr I N FUTURE w ± FUTURE 1 N FUrURR I I I or o N I _or CL w ' 16 `° 17 > UrURE i LOT i X07 1 Q Q 17T I I V) 15 CONSTRUCT TEMPORARY CL Q. TURNAROUND B 1 20 120 PER DETAIL 1 '(0 co /w I 5' s/w REMOVE WITH I 1 II U) (j I uj y sly 21 � W o A IT \ + p W FL 8+96.89 I I 1 i Sig ��C6 N co ®�1 28 27 kh-A a�tiw c to+ 1 1 20-11120' o �� 5' S/W I 5' S/W + PHASE 2 i I _ _____------- w = - N �JI III rn CP '14 15 19 ' 18 = v w 20 v + m m w vTYP D N 20' o' I 16 5' S/W i e W T 0 LL � LL �wOu� rn F- O :Ld 0 Q m a z w Za w¢ z Uw w w o w W Q LL ta N Q� � M v - o w > w M M w w°-1F-0zp i0a N � � O N r N r 19 1 - f 0w,, --r 0 ;O + v M 18 ' C4 N Mv w REVISIONS APPROVED: ' o_ w m ASES 1 8c 2 S Zo mw 00 (PRIVATE STREET)w OD ¢ RECORD DRAWING `� ("9Cp PSfc FRE w.PORTER -N- OD DATE RCE 33448 CONSTRUCT 0.20' A.C. PAVING OVER MARIAN P. SHAW DATE 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. RCE 32178 COMPACTED TO 95X MAX. DENSITY HORIZONTAL: 1 = 50 BY: FRIED W. PORTER, RCE 33448 EXP. DATE VERTICAL: 1w= 2' CROSS -GUTTER aU �p 00)mco 00 O a� CL^IU C9 m^ M UTA��.IcND I�il0000 Urnwa mcm.��. Uoa'"�°� II = O M O IAO tND IA m 1�- 00 00 W 00 v� r - -m Z d 17 M 00 N7 Go 0) -_ M d. ��- ---- I �p - ��cp�p------- _ O tG C� N In IMMC='iK) (=,')M �I')to �M - J/--------------�O SUM X17 00 0o O M + Irj I I pi O0 - O co e- C 362; .... ...:....................t + .................+ ............+ " + + M M + oo A. . . . . .a r.. ; ; ; . . . . . . . . . . . . . . . . . . . . . �, � . `V 0 cv N :. :...:...:...:...:...:....... ..:...:...:...:...:.. : ii : c : . ' ...:EXISTING GROUND �°ROF/L� : : : : : : : : : : : : : : : ; N ..:...:...:... ; 362 ; .. ; ... + .... + .. ............. ,AT NGIRTY FLORUNE... ......... .. _ .� ..:.. .....: .. .:...: ; 360:. ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �L . . . . .Y.. ... . . r. :-.-. .-.T .. . b ��i•l� .i �' ✓ •.l ;...............;....;...;...............:...;...{.0:1,....xD .........:...:...:...:360 - - - - _ DESIGN FLOWb/l!lE PROFILE• . 358 -:- - -. - - - - - -- - - - - +o:so:+0.so : +o,22x.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...................... :...:...:...:...:...:...:.. . ....... .. ........ +0.30R + +o.30x:...:...:...:...;...:...:...:...:...:...:...:...:...:...:...........................................................................................:...:...:...:...:...:...:358 + .25 0.30 :.. .: ... .. .... ..:+o.25R: :..... ... ... ... .. ... : �4£SlGN. FLOI /N� R c P. !'�".............................................:............................................................................................................................ 356' ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...........:...............:...:...:...:.. 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 :..................:...:...:...:...:...:...:...:...:... ' 356 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 NORTH FLOWLINE PROFILE 54.98' 26.67' 34.27' ON CURVE OCA N CURVE ON CURVE - Q-7 e- ------------�-'-- V� U m0 Um C0��UTA UM IAN Um mIj W^ I� m^ WOOM00 W00 W0 362 .................... I� ...... g ........ �� .............. mM. �. n �* � ..................... �o ...... tri 362 N H ; . q . II . Ob rn .,., �+ � :+ :+ ; + M.........:...;...;...;...:...;...;...;...:...;...;...v.......:...;...;...; . ; ... ; ... ; ... ......� ........... ............. • .. ... � � .............:........ :...:... �X/STING GROUND PROFILE . � 0"f ; • : ,� 0U. :',drs�lJrfi:f`LbNz/l1%Ej•: ;...;....�__ ......:...;...:...............................�.4:0�.................... ...: 360..•.•.:.•.:.•.;... .. ..•.o ....................... __._,..._---- - • �- _ _. _. -.. _. - _ -._ .•r. -- .- ... _. -.'_. __.... • .. • . ..... • ... • .. • . • ...... • ..... • ... • ............. .... ' , , +c% . 2,4 0A o'er +0:208 ; ; 360 :. .......................................:...:...:...........:. : DE'S/GN' fZ. OPICIN£ PROf7'LE ....................... ...........I c ............ 358-o.ssz +'.42x : '� X X : ; w 0- M'358 '0) co CL cv W iii C4 c a 'M tD I� • �d d O N N = . . . . . . . . . . +5�87L C4 C4 ; ri h� M I ; ± ick N M • ;;.. .... IIES/G/NFLOII�.Il1/E. P:RDF/LE'.....................:.:::: .M v� N I� N M c0� 1 W N 1� .. I J�. . 356* ...:...:...:...:...:...:...:...:...:...:...:.... ; .CROSS -GUTTER 1� l� . o 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ....... �' a: . 356 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE PROFILE U ui N W T 0 LL � LL �wOu� ■ O :Ld a z w Za w¢ z Uw w w o w W Q LL ta Z v - o Z I w w°-1F-0zp i0a �aiw�Oj CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY) O5 CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) ® CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. Sufi U W N moi. M G O -.D G* HORIZONTAL: 1"= 50' VERTICAL: 1 "= 2' V m m ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.Q.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -G�- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) _4LR/W& BW PROPOSED RIGHT-OF-WAY AND BACK OF WALK - - -PS- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT ------------ CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY REVISIONS APPROVED: GCS FRED W. PORTER RCE 33448 _ MARIAN P. SHAW RCE 32178 m m RECORD DRAWNG TMC" G7.9PHASE 10UM mW m .>4 Lr) Coco !to 0)In oo In � 00 rn co 4+ ut1r°' 3Ya FRED W. PORTER, RAE 33448 EXP. DATE 362 ...................... .... ..................................................................: 362 360: ...:. ..:...:. ..:...:. .:.. . ..:. :. .. :...:.. .:...:...:...:...:...:.. EX/SMVG: GROUND PROF./LE. . ....: :. ..:. ..:...:... 360 . • A T NORTH FLON2/NE . T-AZQX-. J -� .� �i �- �• -•- .�- .� � '-, �l +o.2o�C --DE9/GN FCON2/NE PROF/LE 358: ..........................•...................................................... ................................•358 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NORTH FLOWLINE PROFILE m C,7 In cd a0 w IMc, 20o + O utd �ut 00 M M 362 ..................... ... ...................................................................... ................. 362 360'. .. .:. .. :... . . ..... . . . . : .... .. .. . .. .. .... . . .... . ... . .... ..... .. . EX/SJ7NG GROUND PR01F7'LE : : .. .:...: :...:. .. : .. .:... 360 . . A T SOUTH FL OWL/NE +0.20X 358 :...:...:...:...:...: :. +oma?� +o.sox ^ -. - - - 7- 35 - - - DES/GN FLON2/NE P/POfIL£ .. .. .... .. ..... .. ... .. .. .. .... .......358 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH FLOWLINE PROFILE 00 V Obi U m RADIUS pp 00 Cl 34.27 20.00 23.08 •1 '16" oi N 20.00 DO 7625'00" C3 416.72 + 233.59 64' 1'4 " r 371.67 e- m C,7 In cd a0 w IMc, 20o + O utd �ut 00 M M 362 ..................... ... ...................................................................... ................. 362 360'. .. .:. .. :... . . ..... . . . . : .... .. .. . .. .. .... . . .... . ... . .... ..... .. . EX/SJ7NG GROUND PR01F7'LE : : .. .:...: :...:. .. : .. .:... 360 . . A T SOUTH FL OWL/NE +0.20X 358 :...:...:...:...:...: :. +oma?� +o.sox ^ -. - - - 7- 35 - - - DES/GN FLON2/NE P/POfIL£ .. .. .... .. ..... .. ... .. .. .. .... .......358 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH FLOWLINE PROFILE W(V) 5 N Rti �to 5.0' WIDE 5' S/W U W 0 ®TYP 7 --moo--/ z DATE w t' LANDSCAPE 1 AREA 2X MIN -4X MAX 2X MIN -4X MAX 2% SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. S-1. & SIDEWALK AREAS (60' WIDE) foA""N TYPICAL PRIVATE STRFFT-SFCTIO NO SCALE 110 U a cfl m to M O tV 1- N N + + + LL 1 1 16 1 ` 2( r13 5 S/W 14 0 R 20 4 1 16 PS 1 17 CURVE TABL CURVE LENGTH RADIUS TANGENT DELTA Cl 34.27 20.00 23.08 •1 '16" C2 26.67 20.00 15.74 7625'00" C3 416.72 370.00 233.59 64' 1'4 " C4 371.67 330.00 1 208.34 64'31'49" C5 394.19 350.00 220.96 64'31'49" C6 32.43 20.00 21.04 92'54'08" C7 32.43 20.00 21.04 92'54'08" C8 28.24 20.00 17.05 80'53'48" C9 33.44 20.00 22.13 95'47'06" C10 70.88 320.00 35.59 12.41'29" C11 52.27 280.00 26.21 10'41'43" C12 101.10 300.00 51.03 1918'32" C13 161.76 480.00 81.65 19'18'32" C14 175.24 520.00 1 88.46 1 19.18'32" C15 1 168.50 500.00 85.06 19'18'32" C16 1 32.97 20.00 21.61 1 94'26'28" C17 1 30.26 20.00 18.87 86'4 '47" W(V) 5 N Rti �to 5.0' WIDE 5' S/W U W 0 ®TYP 7 --moo--/ z DATE w t' LANDSCAPE 1 AREA 2X MIN -4X MAX 2X MIN -4X MAX 2% SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD. S-1. & SIDEWALK AREAS (60' WIDE) foA""N TYPICAL PRIVATE STRFFT-SFCTIO NO SCALE 110 U a cfl m to M O tV 1- N N + + + LL 1 1 16 1 ` 2( r13 5 S/W 14 0 R 20 4 1 16 PS 1 17 6796 PHASE 1 (PRIVATE STREET) VAN GOGH WAY U_ W V- W LL paV p worn �aZ wZOZW 60.%! u j M w w LL ��F_oF�=_ LZaz z�6ieo Co o mt~f:o2 L;,d a gwtz-�-J'zr=i�ZQ wxoilwimu¢g¢F H2aF WIDE SIDEWALK B E 0 Wz 10' pzEE Frio ��c�Frzo w 7d' dO u-30z}w rriwYLluu IzU zz�awaZzO�cr t9�30u�Op-aO(L Fn -W W} > W Q V Z= X Qp W r(/�wf-rno W LLmp-Zr��_ W poofn g o zd �i W w z o:;� z�OwowJ�00 �Wwwi`0zzcl OzOwo0 W QoaW='owOWFX_ oz ZQ WVZZLL, Z m Z UzU Z Z -p>W O OHS19!,UZw�Nzaw0- LIi 'm_jop-0 Q4= � V �wo> �o go W2=U.o W = Z Q Ir O p �1W1--- 3.ZF-2>p Orn 1= WO3LQ' W LLZs= w Q p Z> co m Q M OmrwUc��ZZw Q w JOJ W W U dCo- ol F W W COM W Z rn 5. S/w � oaFcOw ���a� FUTURE LOT FUTURE LOT I II CONSTRUCT 0.20' A.C. PAVING OVER N CID .+d r y I+7 J t 6796 PHASE 1 (PRIVATE STREET) VAN GOGH WAY U_ W V- W LL paV p worn �aZ wZOZW 60.%! u j M w w LL ��F_oF�=_ LZaz z�6ieo Co o mt~f:o2 L;,d a gwtz-�-J'zr=i�ZQ wxoilwimu¢g¢F H2aF WIDE SIDEWALK B E 0 Wz 10' pzEE Frio ��c�Frzo w 7d' dO u-30z}w rriwYLluu IzU zz�awaZzO�cr t9�30u�Op-aO(L Fn -W W} > W Q V Z= X Qp W r(/�wf-rno W LLmp-Zr��_ W poofn g o zd �i W w z o:;� z�OwowJ�00 �Wwwi`0zzcl OzOwo0 W QoaW='owOWFX_ oz ZQ WVZZLL, Z m Z UzU Z Z -p>W O OHS19!,UZw�Nzaw0- LIi 'm_jop-0 Q4= � V �wo> �o go W2=U.o W = Z Q Ir O p �1W1--- 3.ZF-2>p Orn 1= WO3LQ' W LLZs= w Q p Z> co m Q M OmrwUc��ZZw Q w JOJ W W U dCo- ol F W W COM W Z rn 5. S/w � oaFcOw ���a� FUTURE LOT FUTURE LOT I EAST FLOWLINE PROFILE U Z M w ai Lo W Z .E o w N Q > U� U5° 0 .8 Z LLI -r com � N oS W N O Z C0 04 ZN M W W T O O o N m crL DATE CONSTRUCT 0.20' A.C. PAVING OVER N HORIZONTAL: f= 50 VERTICAL: 1"= 2' a D 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. LLJ COMPACTED TO 95% MAX. DENSITY F- 32.43' 33.44' _ 1 co } �Z V W W VN NNCUR �rI. VcN � Vc1l nO.N CURVE V � 0 M O W U � N 0 mE m`too' � Wt " "' m� � WO " - "' d � ��� m��� "' `r°. . "� �' La N w � W a0'. Z WWN ui M oi' EXISTING GROUND PROF/LE +N Lu o~0: V7 Q s coO W Q dcc N A T WEST FLOWL/NE to+ o X a o p + + :O .- + co a N + / + 362.........` ........ �. ..... ............. `°............362 360 - +0:20X -0.20X tZq .......... :.. ... $°,o ..:...:.. DESIGN FLOKINF:PROFILE ..:.. - .•? ......:...:...: 360 :................................... DN£ PROF It .:... ..:...:... ... ; ...:...:... ...:... ...:...:...:...:... : 358....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:....358 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WEST FLOWLINE PROFILE 32.43' 28.24' r kA Q 9 � Z U N CURVE N(k` U U 0 CURVE P U �f v � U p W U p� � 1� p 0D V) m0. rn WOmO co Wp ,r� M d M EX/STING GROUND PROFILE ip Omp a� N `" a, M 61 M N w AT EAST fZOWL/NE°'�.� �j Q + +M{ -M �.� X r--rr--- O ' O 9 362.........± ................... .... .. i .......... .......... N ..........362 . .`�..:. ��...-�. y. .+0.201: -=I, 10°�, . . . . . -0 .20 360-77777. + ? x .:.. �'f� �� :...:...:...:.. DESIGN FLON2)NE PR01F/LE _ .... ...20. 0 (+_6 26X) DESIGN RO•WLINE:PROF/ £ 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:358 11+00 12+00 13+00 14+00 15+00 16+00 17+00 EAST FLOWLINE PROFILE U Z M w ai Lo W Z .E o w N Q > U� U5° 0 .8 Z LLI -r com � N oS W N O Z C0 04 ZN M W W T O O o N m crL 0\NEER * di ' 00 W 3 > U V 8 - low SV -93a � �P N CL co CD 0 Z Co W � z V \Q W > o -w � N � = to r 0 I- N z W E co 0 N � W 0 r lVJ \ wO 3 N 0 N 0 N 0 w > w rn O I rn i N L a O o� 3 M I N L a cV ui N a D LLJ Z i F- M CL _ 1 co O W W m °- Z m N 0 W ~ W La Lu � W Z WWN O d Lu o~0: V7 Q W Q dcc a LL IL 0\NEER * di ' 00 W 3 > U V 8 - low SV -93a � �P N CL co CD 0 Z Co W � z V \Q W > o -w � N � = to r 0 I- N z W E co 0 N � W 0 r lVJ \ wO 3 N 0 N 0 N 0 w > w rn O I rn i N L a O o� 3 M I N L a DATE O 07/30/2012 PA JOB No. 02-1660E NO N SHEET cn w am Q L Lu O � OF 10 SHEETS cV N O 41d Z i M CL _ 1 co CL C" ,^,AA 1-- W N ~ V La � W Z WWN O d co V7 Q W Q dcc DATE O 07/30/2012 PA JOB No. 02-1660E NO N SHEET cn w am Q L Lu O � OF 10 SHEETS CONSTRUCTION NOTES O1CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ®CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 6 CL -2 A.B. UNDER CROSS -GUTTERS AND A MINIMUM OF 1 EITHER SIDE TO 95% MAX. DENSITY) OS CONSTRUCT CHRISTY U-36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVED EQUAL) O8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. + N r ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. -�- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) _R/W & BW PROPOSED RIGHT-OF-WAY AND BACK OF WALK - - -PS- - PROPOSED SEWER - -PD- - - PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT COO k . c Z �1�k� 10 o 0 ��,�1 9to e e A e ASI1101 i 9 a!O } 6796 PHASE 2 _N PRIVATE STREET 41 4 N r I uj N .- W W 12 Q1a 0- CL t 1 � It\ co I co 0 400 + M MATISSE COURT HORIZONTAL: 1"= 50' CONSTRUCT 0.20' A.C. PAVING OVER VERTICAL: 1"= 2' 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY FUTURE LOT t}D 20 5' S/W RECORD DRAWING etcT (o V"45k Z 8X= ERE© W. PORTER,. RCF. 33448 EXP. REVISIONS APPROVED: FRED V.PORTER RCE 33448 DATE DATE RCE 32178 I o = � }- + U a m 00V)Ld m Q Q W Ucm9 Oo OD to + II Z= J 35.00 6.94 a!O } 6796 PHASE 2 _N PRIVATE STREET 41 4 N r I uj N .- W W 12 Q1a 0- CL t 1 � It\ co I co 0 400 + M MATISSE COURT HORIZONTAL: 1"= 50' CONSTRUCT 0.20' A.C. PAVING OVER VERTICAL: 1"= 2' 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY FUTURE LOT t}D 20 5' S/W RECORD DRAWING etcT (o V"45k Z 8X= ERE© W. PORTER,. RCF. 33448 EXP. REVISIONS APPROVED: FRED V.PORTER RCE 33448 DATE DATE RCE 32178 0 W ~ W Q UJ oQ I.JJ cr" TABLE CURVE X00 Ucm9 TANGENT 0 WN II Z= x 35.00 6.94 22-25'35" 0-9 197,26 84.00 200,55 CL (7; W _^ 54.79 m ap _ ^� •4 '4 " C4 38.46 35.00 �M 62-57'52* C5 188.02 �M !'dj 256 30'02" np �M ^� 30.00 3,56 13'32'10" C7 coo 20.00 16.54 7 '11' ' 000 O UM 20.00 pM d� N N +iD r r T_17 Ee co+ r LA_ w Idoa€Q�r�? 362 `V � CD EX/S77NG GROUND PROFXE 00 O 362 .......... J LA_JJ w�LL3oz oU�U¢ZU S2 .A.r.WFsr•FLoWL/,vE.... T L2 .............................. .. r r Lei 12 � Q a 362 ............4. u�-Xozw000m - .-.-. . 362 go3�d"3WWzo� p� Z o g N J 6 Z> 06 Z 67S* AlVGiROUNDPROFIL' ;. Q ow p 2 UpUw ......... .. ....... Q (0 ...:...; w xo z*zaW=owac W Z ui A r NORr11 •FLOWL/NE ....................... :... o'-Vp Nr _•__ ........................ LL �m3�z0� VZpw�jwWOW`i ... ;360 O N _- ---_- a�vWi>¢Uwtn�O w Z U Z p m 0 r +0.25% o w 360 .. .:...: ...:...:...:...:...:...: }0.25 J � � :...:.. +o s5x .......+0.35%...................360 ........................ +0.25X....... ,....................................... 0 L> 3 � o +0.2 +Q.20 DES/GN FLOKIkE PROF/LE LL Z : : +0.25x. : : : : : : : : : DES/GN FLOKINE PROFILE : : : : 10+00 ........ 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:. Qm8Luu z�W W _o m ~:.. 358 9+00 10+00 11+00 12+00 13+00 a 14+00 NORTH FLOWLINE PROFILE 54.79' 0 U U O V to ON CURVE U m co � m� w(7; U 0 m,d,ao W o N S M nM etrNMM O �� SAW) •- M O M N N ct Ee LL 362 .................... ........................................... ......... ... ...... 362 `- EX/S77NG GROUND --'"- Ar MUM FLOkKINE 360 :...:............ .. .......: ..: . ..........+. .... ...........:.... 360 +�•51 i� ; ; ; ; DES/GN FCOWL/NE PRORLE . 358:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: . . . . . . . . . . . . . . . . . . . . . 358 9+00 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE 0 W ~ W Q UJ oQ I.JJ O r O 6 Ln m w U m so' co K m AL NDDSCAPE 5.0' WIDE SIDEWALK 2- ! 2x MIN -4X MAX 2% MIN -4X MAX - SEE PLAN VIEW FOR 4' TYPE 'C' ROLL TOP STRUCTURAL SECTION COMPACT 6' MIN. CURB AND GUTTER PER UNDER CURB. GUTTER C.O.B. STD. S-1, & SIDEWALK AREAS (60' WIDE) A A PRIVATE - T1ON N AL L) a co 03 + + N N u"lr r t 1 i 7 g CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 13.70 35.00 6.94 22-25'35" C2 197,26 84.00 200,55 4'3 'S ' C3 54.79 35.00 34.81 •4 '4 " C4 38.46 35.00 21.43 62-57'52* C5 188.02 42.00 -- 256 30'02" C6 7,09 30.00 3,56 13'32'10" C7 27.64 20.00 16.54 7 '11' ' C8 33.26 20.00 21.94 95.17.37" O r O 6 Ln m w U m so' co K m AL NDDSCAPE 5.0' WIDE SIDEWALK 2- ! 2x MIN -4X MAX 2% MIN -4X MAX - SEE PLAN VIEW FOR 4' TYPE 'C' ROLL TOP STRUCTURAL SECTION COMPACT 6' MIN. CURB AND GUTTER PER UNDER CURB. GUTTER C.O.B. STD. S-1, & SIDEWALK AREAS (60' WIDE) A A PRIVATE - T1ON N AL L) a co 03 + + N N u"lr r t 1 i 7 g ®N ' 11 1 12 ® 13 13+53,37 - --+- -------------------------� R A"6796 PHASE 2 (PRIVATE STREET) 5' S/W I 5' S/W mF-- W a m J N cmo Q W rn CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' U o w N owwM p5UO woo w Q U J H m p J jr000 a 06 ' m a; a In a; In a a; uWimwz�w��=o w�Z I R � Lo 04 pmjM w N� ®N ' 11 1 12 ® 13 13+53,37 - --+- -------------------------� R A"6796 PHASE 2 (PRIVATE STREET) 5' S/W I 5' S/W mF-- W a m J N cmo Q W rn CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' WEST FLOWLINE PROFILE CURVE LN 362 ........... EX/S77NG GROUND PROF/LE .... .. 362 'A'1~EAST 'fZON'L7NE' . . . . . . . . . . . . . . . . . . . .' r� ..�.. - .... �... . . . . . . . . . . . . . . . . 360............ :_ _ F ...:........................... ....... ............. _ ^ 360 :...:...:... :.........to.•2...:...:...:...:...:...:...:...:...:...:...:...: L?ES/GN •FLON2INE PRORL£ : 358....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:358 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE U +m�J00coo6M w N owwM p5UO woo w Q U J H m p J jr000 a 06 ' m a; a In a; In a a; uWimwz�w��=o w�Z L �MnM M � Lo 04 pmjM w N� CD O X M W L0 (DD t(D w=mow wu�mjV�u¢ wm'oT'gw-lam EL O N M N N Q d U N r r T_17 Ee � 0 r LA_ w Idoa€Q�r�? 362 `V � CD EX/S77NG GROUND PROFXE 00 O 362 .......... w�LL3oz oU�U¢ZU S2 .A.r.WFsr•FLoWL/,vE.... .............................. .. 0o3o� dopof a w W VJ � Q a cl Zj6UZ=!n� u�-Xozw000m - .-.-. . go3�d"3WWzo� p� Z o g N J 6 Z> 06 Z T L cO Q ow p 2 UpUw Q (0 360........... w xo z*zaW=owac W Z ui ....................... :... o'-Vp Nr _•__ ........................ LL �m3�z0� VZpw�jwWOW`i ... ;360 O N _- ---_- a�vWi>¢Uwtn�O w Z U Z p m 0 r +0.25% o w }0.25 J � � ........................ +0.25X....... ,....................................... 0 L> 3 � o DES/GN FLOKIkE PROF/LE LL Z 358:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...'358 w ¢ uj 10+00 11+00 12+00 13+00 14+00 WEST FLOWLINE PROFILE CURVE LN 362 ........... EX/S77NG GROUND PROF/LE .... .. 362 'A'1~EAST 'fZON'L7NE' . . . . . . . . . . . . . . . . . . . .' r� ..�.. - .... �... . . . . . . . . . . . . . . . . 360............ :_ _ F ...:........................... ....... ............. _ ^ 360 :...:...:... :.........to.•2...:...:...:...:...:...:...:...:...:...:...:...: L?ES/GN •FLON2INE PRORL£ : 358....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:358 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE �'s\�EER * di 00 y U) '' > v W ; U 3a � �P N 06 U) r Z = Q 0 a Z CD Q W t!) 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Q W0 p� N C O r � V w - N E 1 1 N Q O M 70 o 3 N I a I N O N a w V) > w O 1- �I i N a O rn 3 i I N L CL N w N a p + 4 i �'s\�EER * di 00 y U) '' > v W ; U 3a � �P N 06 U) r Z = Q 0 a Z CD Q W t!) Q W0 p� N C O r � V w - N E 1 1 N Q O M 70 o 3 N I a I N O N a w V) > w O 1- �I i N a O rn 3 i I N L CL N w N a p Z W M a I � 0 CL w w W 9 m ;m ww� w u_ oNa: a w a �'s\�EER * di 00 y U) '' > v W ; U 3a � �P N 06 U) r Z = Q 0 a Z CD Q W t!) Q W0 p� N C O r � V w - N E 1 1 N Q O M 70 o 3 N I a I N O N a w V) > w O 1- �I i N a O rn 3 i I N L CL o DATE 07/30/2012 PA JOB No. 02-1660E rl N SHEET w Q Lu 0 � OF 10 SHEETS N N td Z M a I � a V 04 U ~ � W Z W Q S2 N _ Q a o DATE 07/30/2012 PA JOB No. 02-1660E rl N SHEET w Q Lu 0 � OF 10 SHEETS