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1.1-6121 & 6796 Ph 1 Rec Drawing
tl�94" REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: r PUBLIC APr-,oROVED BY, PUBLIC WORKS D CITY OF BAKERSFIELD RAUL M. RAJAS R.C.E. 39880 (EXP. 12/31/05) NOTICE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAC`', THE IMPROVEMENT PLANS HAVE 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. DATE F 7_ .3 c DATE 1' BEi'NCHMARK USED: 04HISELED " O ° IN TOP OF CURB ON FAST SIDE OF ALLEN ROAD AT THE NORT"I'WEST CORNER OF LOT l'i OF TRACT No. 54$9 PHASE "A" PER THE SEWER ANA 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 TOIL OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD. ELEVATION = 357.01 (U.S.G.S. DATUM) - - STOCKDALE� HIGHWAY 0S 26 VICINITY MAP NO SCALE REVISIONS A FRE1>_W- CALIFORNIA o -,&-/ "2, PORTER DATE RCC 32178 NOTE f I'll' F It r ins ALL PORTIONS OF JENKINS ROAD RIGHT —OF —WAY MAINTAINED BY KERN COUNTY SHALL. BE DONE UNDER AN ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT. MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS PUBLIC STREETS 0.40' A.C., /0.40' A.B. (Jenkins Road) PRIVATE STREETS 0.20' A.C. /0.40' A.B. (Private Streets) 4" TYPE "C" CURB & GUTTER 6" CURB & GUTTER TYPE "M" MEDIAN CURB SURVEY MONUMENT w /ENCASEMENT STREET SIGNS STREET LIGHTS (22,000 LUMEN) STREET LIGHTS (9,500 LUMEN) CROSS GUTTERS (12' WISE) CHRISTY GRATE(S) HANDICAP RAMP(S) TRAFFIC SIGNS 4" THICK SIDEWALK SHEET No. INDEX Q TITLE SHEET. Q DETAILS - GENERAL NOTES (D/.3RJENKINS ROAD QQ )4R Da VINCI DRIVE MONEY' PLACE Q /5RRENOIR AVENUE OO MICHAELANGELO DRIVE O/7RREMBRANDT STREET 16 +00 - 24 +82 (i)16R DALI AVENUE )/9R REMBRANDT STREET 10 +00 - 16 +00 VAN GOGH WAY g IC*MATISSE COURT PISSARRO WAS' 1,030 LF 3$1800 SF 6,677 LF 256,146 SF 12,150 LF 1,324 LF 281 LF 31 EA 15 EA 5 EA 19 EA 3 EA 5 EA 18 EA 3 EA 8,033 SF RACTG121 .4 F y REC ., x� �t. s,• i Y 0 R" 9 D" lh 11 I'll Ice ov TE21 tE y i, I PARCEL 2 PARCEL NIAP 8392 � i P.M. BK. 371 PG. 189 E168.N AVENUE 9 Ii PARCEL " C PARCEL MAP 10763 i I I P.M. BK. 521 PG. 114 � i I 82615 - -- ' �E 3 4 5 rc � 2 6 796* 2I 28 2 rl � PHASE -3r 6 Z � p2& 29 26 o 27 25 cr 2 5�� , - VT Q � t� a i i Z' 9 P S S 1 i 6y Q Q1,Ph w�O S 2 . 1 J }Y. z 2 V) Z .. .. o V) Z --� 0 CL W U 0 Z; ` UJ < 0 0: U w o W ' ,.. to oc OZX W i3 00 2w-�0 w U m0L'r) t/; �- w5, OOZ ma a mZ0 Zo< o ��. Z Ma WUJ 00 <C 0 � Ce3 0411111111111111 (n V) a W �NE,ER * www� z W.J °C < 0 C �. (D '' r oa <�- w ao o w Z �--- J z I Vol p� x Q z 0 0 J 0 Z Q d !�J Z P oa z LA. W U z o z o- �.! cm z o w Wwo z n.� CL o V 0 w o< V) W z w � ®- m <awm 0 (n Z w 0 m 0 z < j Li Kj �- CL 0 W W W w x w l 00m woo.. c�W JV-' z0 r wi_ —dx }- < m F— Z�—�� �U?0 <V)m(n I ._ r4 I rhAC7' No. 60C)7 I 42 1A. J. B K . 4 7, a' W. 3 ........... ..- -. �. FALL RIVER PLACE I l 45 / I _ I 4E �r7 4d %J � 50 � r r I 17 2,5 , . 8 2,4 co Q 20 z .4 l � Z 8 ZZ (;7q(; � PHASE PHASE "1 u 6121 n„ r 1 c �:� @:cex �x,� Cai•� �a: g. � aN°� a� �uv s 27 26 BRIMHALL ROAD TRACT o 6121 34 35 z W - - STOCKDALE� HIGHWAY 0S 26 VICINITY MAP NO SCALE REVISIONS A FRE1>_W- CALIFORNIA o -,&-/ "2, PORTER DATE RCC 32178 NOTE f I'll' F It r ins ALL PORTIONS OF JENKINS ROAD RIGHT —OF —WAY MAINTAINED BY KERN COUNTY SHALL. BE DONE UNDER AN ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT. MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS PUBLIC STREETS 0.40' A.C., /0.40' A.B. (Jenkins Road) PRIVATE STREETS 0.20' A.C. /0.40' A.B. (Private Streets) 4" TYPE "C" CURB & GUTTER 6" CURB & GUTTER TYPE "M" MEDIAN CURB SURVEY MONUMENT w /ENCASEMENT STREET SIGNS STREET LIGHTS (22,000 LUMEN) STREET LIGHTS (9,500 LUMEN) CROSS GUTTERS (12' WISE) CHRISTY GRATE(S) HANDICAP RAMP(S) TRAFFIC SIGNS 4" THICK SIDEWALK SHEET No. INDEX Q TITLE SHEET. Q DETAILS - GENERAL NOTES (D/.3RJENKINS ROAD QQ )4R Da VINCI DRIVE MONEY' PLACE Q /5RRENOIR AVENUE OO MICHAELANGELO DRIVE O/7RREMBRANDT STREET 16 +00 - 24 +82 (i)16R DALI AVENUE )/9R REMBRANDT STREET 10 +00 - 16 +00 VAN GOGH WAY g IC*MATISSE COURT PISSARRO WAS' 1,030 LF 3$1800 SF 6,677 LF 256,146 SF 12,150 LF 1,324 LF 281 LF 31 EA 15 EA 5 EA 19 EA 3 EA 5 EA 18 EA 3 EA 8,033 SF RACTG121 .4 F y REC ., x� �t. s,• i Y 0 R" 9 D" lh 11 I'll Ice ov TE21 tE y i, I PARCEL 2 PARCEL NIAP 8392 � i P.M. BK. 371 PG. 189 E168.N AVENUE 9 Ii PARCEL " C PARCEL MAP 10763 i I I P.M. BK. 521 PG. 114 � i I 82615 - -- ' �E 3 4 5 rc � 2 6 796* 2I 28 2 rl � PHASE -3r 6 Z � p2& 29 26 o 27 25 cr 2 5�� , - VT Q � t� a i i Z' 9 P S S 1 i 6y Q Q1,Ph w�O S 2 . 1 J }Y. z 2 V) Z .. .. o V) Z --� 0 CL W U 0 Z; ` UJ < 0 0: U w o W ' ,.. to oc OZX W i3 00 2w-�0 w U m0L'r) t/; �- w5, OOZ ma a mZ0 Zo< o ��. Z Ma WUJ 00 <C 0 � Ce3 0411111111111111 (n V) a W �NE,ER * www� z W.J °C < 0 C �. (D '' r oa <�- w ao o w Z �--- J z I Vol p� x Q z 0 0 J 0 Z Q d !�J Z P oa z LA. W U z o z o- �.! cm z o w Wwo z n.� CL o V 0 w o< V) W z w � ®- m <awm 0 (n Z w 0 m 0 z < j Li Kj �- CL 0 W W W w x w l 00m woo.. c�W JV-' z0 r wi_ —dx }- < m F— Z�—�� �U?0 <V)m(n I ._ r4 I rhAC7' No. 60C)7 I 42 1A. J. B K . 4 7, a' W. 3 ........... ..- -. �. FALL RIVER PLACE I l 45 / I _ I 4E �r7 4d %J � 50 � r r I 17 2,5 , . 8 2,4 co Q 20 z .4 l � Z 8 ZZ (;7q(; � PHASE PHASE "1 u 6121 n„ r 1 0 0 x v W u � Q a W Co W V) -owl u a hl W LA. tla W � m `► L u _ "A r rir.i_re �, w= �.r�.Ri�al•.W�IP. .R"iuil��u.�%r:SdeN�.,.K Ve -- I — - �� I 1 I ``— -- _ '` LAI 1� I I ! t 19 20 21 I I t 16 1 1 1 I 1 1 I w !I � p ()dun, 0 00 15 14 13 12 x 4 I i D AN 1 I 1 + CI DRI'�IE I 8 D, �_ .... Nr SUMP t I l 0 f 9 10 IW o I I 1 I I i 0 82618 .�—.� —~� -_I _-�- _ N , 4 82619 8262D 82621 "�" .. — ---_ _ _ ..� �..� BRIMHALL ROAD JOB No.: 02-1660 " — i- --- -- — — __—__ — � _ �_ FRONTAGE ROAD _� � � � —" --- .._°.- DWG FILE: 1660ST01 - -�- _ I I I Q I T --- — _ .� _ DATE: 1/02/U5 � I I 1. I � j :�. N Q. I L 2� <I DRAWN BY.* LCH I LEGEND I I I I I CHECKED BYE <> ..... STREc T LIGHT SCALE. AS NOTED �f) N 1 SHEET INDEX NL1 gnaw O BER SHEET KEY MAP IRECTIJN OF DRAINAGE OS CONCRETE MONL.JM�NT SCALE. 1'=200' C47 CiATCH- -BASIN w/H'UMB`R PROPOSED STREE'l N.44E I or r SHER, ElAwl L.. book., U. K z 0 0 x v W u � Q a W Co W V) -owl u a hl W LA. tla W � m `► L u _ "A r rir.i_re �, w= �.r�.Ri�al•.W�IP. .R"iuil��u.�%r:SdeN�.,.K Ve -- I — - �� I 1 I ``— -- _ '` LAI 1� I I ! t 19 20 21 I I t 16 1 1 1 I 1 1 I w !I � p ()dun, 0 00 15 14 13 12 x 4 I i D AN 1 I 1 + CI DRI'�IE I 8 D, �_ .... Nr SUMP t I l 0 f 9 10 IW o I I 1 I I i 0 82618 .�—.� —~� -_I _-�- _ N , 4 82619 8262D 82621 "�" .. — ---_ _ _ ..� �..� BRIMHALL ROAD JOB No.: 02-1660 " — i- --- -- — — __—__ — � _ �_ FRONTAGE ROAD _� � � � —" --- .._°.- DWG FILE: 1660ST01 - -�- _ I I I Q I T --- — _ .� _ DATE: 1/02/U5 � I I 1. I � j :�. N Q. I L 2� <I DRAWN BY.* LCH I LEGEND I I I I I CHECKED BYE <> ..... STREc T LIGHT SCALE. AS NOTED �f) N 1 SHEET INDEX NL1 gnaw O BER SHEET KEY MAP IRECTIJN OF DRAINAGE OS CONCRETE MONL.JM�NT SCALE. 1'=200' C47 CiATCH- -BASIN w/H'UMB`R PROPOSED STREE'l N.44E I or r SHER, ElAwl L.. book., CITY OF BAKERSFIELD 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, SIDEWALIC, 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. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 9. STANDARDS LISTED ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. 10-THE CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. . 11.ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF SHOULD FURTHER TESTING SNOW 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 9516 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0. FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (UP OF GUTTER TO UP OF GUTTER). IN ADDITION, RELATIVE COMPACTION .OF NOT LESS THAN 9596 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5 M 2.5 AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM UP OF GUTTER TO UP OF GUTTER. 13.ELEVAIIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 14.THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 15.THE CONTRACTOR SMALL OBTAIN 9096 RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 16.THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 17.NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 18.ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 19-CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOUR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 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.COMPAC11ON 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 BACKCHAROED TO E CONTRACTOR. 22.IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 23-CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM CITY OF BAKERSFIELD BUILDING DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT -OAF -WAY. 24.I1F 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, PRICK 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 ENGINEERS 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 399 "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 BADE, 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 -2.029 "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 PERCENT (4.596) TO FIVE AND EIGHT - TENTHS PERCENT (5.896) BASED ON THE WEIGHT OF THE DRY AGGREGATE ONLY. THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT THE VOID RATIO OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (696) 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 EITHER: 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 EITHER 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 LINE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERUNE, WITHIN ANY GROUND AREA. ALL BOUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE BINDING 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 DAY'S 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. ADDITIOXNAL 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 ASI kLT 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, GR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORM FEATHERS TO FACILITATE THE REMOVAL OF THE FEATHERS WHEN PAVING �OPf RATIONS RESUME. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL'BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUCTION. w A PRIME COAT WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO" PLACEMENT OF ASPHALT CONCRETE. INTERSECTIONS AND TAPERED SHOULDERS SHAD_ 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 (95%) 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 (9596). BUT ABOVE NINETY -TWO AND NINE - TENTHS PERCENT (92.99), THE CONTRACTOR WILL BE ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELATIVE DENSITY AND THAT HIS MATERIALS, OR PROCEDURES, B 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 (9396), 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 399 "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. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND. TAPERED SHOULDERS SHAD_ 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 BEIWEEN 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 BEAN THE ENDS OR A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE BEATER 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 l;4NTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING _,:!,_A7TAlNED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, iF NEEDED, NEED ENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR •H *S NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDMR TO T f .REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN 666. NOT` " T TE 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 EITHER LESS THAN 9096 OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOE. , FEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONACTCR'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 EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE 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 LINE 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 EITHER 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 "BEENBOOK." BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOC." PECORD DRAWING T 6 � 9` CHASC'- / ooz 0 BYE FRED W. PORTER, RCIE 33448 EXP. PRIVATELY OWNED AND MAINTAINED CATCH BASINS ONLY DESC�4' /PT1O/I/ ESC /.AIL DrQ /fr"#1 S /DEl�.4Llr RES /DEICE ORIW_�Yx ,yo�1s� Nl1 BZiQ IOR CZIR Uq A4 W&- R4A� Mz -S Sr.4NO,4�D Coss- c�T,�,�S 26 /NCl/ P.4/rT C /rgC /E CUL 1�-fR- T SlPEET SPECII7C.4T/0NS S/7 FA ET SEC710N,S S17 SECTIONS s1EE7_ cROSS sEC17014VS .4LLE'Y CROSS SECl/ON SUf' 4K &o1yC11f&E/VT *ASIPEET L/GHT, DRE OrM -AO SACS S)wz -7, ArlycI1C/rLE * * -AIM - 6Y 4SS SWZ-TZ /c/,/is N07- , &Z01920 1 112 x 1 112sp ANGLE IRON WITH ANCHOR BOLTS ALL AROUND OPENING 2 1/2" "CHRISTY U36 -HT GRATE" DEPTH VARIES (SEE PLAN) 5" 2, -a" 5" me CHRtSTY U36' CATCH -BASIN J SECTION A -A li� e iiiiiiiiii ; 111111�t4 amowompoom , i DATE ROLL Ti S/T. MO. ® ST -1 I ❑ ST -2 ST ->9 ❑ ST-i ❑ ST -21 ® T -1 ❑ T -3 El ❑ S -9 El S -/3 El •5'-1 ❑ ST -9 Ir ST -/O W ® ST -/0.4 El ST -/1 2* ❑ ST -/2 W to ST ->3 F- W O DO 0 J o � W � � Z ° � o o a W "ROLL TYPE" . CURB AND GUTTER V FLOWLINE "! 2" DESC�4' /PT1O/I/ ESC /.AIL DrQ /fr"#1 S /DEl�.4Llr RES /DEICE ORIW_�Yx ,yo�1s� Nl1 BZiQ IOR CZIR Uq A4 W&- R4A� Mz -S Sr.4NO,4�D Coss- c�T,�,�S 26 /NCl/ P.4/rT C /rgC /E CUL 1�-fR- T SlPEET SPECII7C.4T/0NS S/7 FA ET SEC710N,S S17 SECTIONS s1EE7_ cROSS sEC17014VS .4LLE'Y CROSS SECl/ON SUf' 4K &o1yC11f&E/VT *ASIPEET L/GHT, DRE OrM -AO SACS S)wz -7, ArlycI1C/rLE * * -AIM - 6Y 4SS SWZ-TZ /c/,/is N07- , &Z01920 1 112 x 1 112sp ANGLE IRON WITH ANCHOR BOLTS ALL AROUND OPENING 2 1/2" "CHRISTY U36 -HT GRATE" DEPTH VARIES (SEE PLAN) 5" 2, -a" 5" me CHRtSTY U36' CATCH -BASIN J SECTION A -A li� e iiiiiiiiii ; 111111�t4 amowompoom , i DATE ROLL Ti ot c:)j I Ms- CRIP1i0N MDE CROSS_az1T&i? 41ED /.4N rZIRgs K7? i'z 41%0 //XND /GAP t?,44 PS P�' /!/.9TH STi�'EET G.9T�S f 6721ISE C0NT.4//t1ZR_ P.40 S,'EEr S/GN, POST 41..4�OR COLLEG'ra? T 4/Vu9 /&0N S/DEl#i4LN f1NDE/_Df�.9 /N DR,4/RAGE R-1SAI 'P �GlGl.4NryOLE, 17 'E �4 ?')W Di4'0p CONNECl%ON FIr'.4�11ES c�' COWR- FOCI' &xAlmozzS & C /EANOl1Ts BENCH B.4CAATZ .4ND C041R 4r170N PEQl1 /fi�E�tl�/VT.�" NEER * b A- wool ty 4� M M , J be�dy �Q C7 w AZ 321 DRAIN GRATE DETAIL, SCALE: 1•= 29 TRACT 6121 RE C 0RD DRAWING PoAss 2 oNiol L; 7 BYE FRED W, PORTER, RCIE 334418 EXP. DATE W Z J H 0 J TYPICAL DRIVEWAY LOCATION DETAIL v&-" f wl %owl•u & G%jTTER )F ROLL TOP -R /W JNE F GUTTER S/T. MO. ® ST -» I ST ->8 ® ST ->9 ❑ ST -20 ❑ ST -21 ® T -1 ❑ T -3 El ❑ S -9 El S -/3 El •5'-1 ful Ir ot c:)j I Ms- CRIP1i0N MDE CROSS_az1T&i? 41ED /.4N rZIRgs K7? i'z 41%0 //XND /GAP t?,44 PS P�' /!/.9TH STi�'EET G.9T�S f 6721ISE C0NT.4//t1ZR_ P.40 S,'EEr S/GN, POST 41..4�OR COLLEG'ra? T 4/Vu9 /&0N S/DEl#i4LN f1NDE/_Df�.9 /N DR,4/RAGE R-1SAI 'P �GlGl.4NryOLE, 17 'E �4 ?')W Di4'0p CONNECl%ON FIr'.4�11ES c�' COWR- FOCI' &xAlmozzS & C /EANOl1Ts BENCH B.4CAATZ .4ND C041R 4r170N PEQl1 /fi�E�tl�/VT.�" NEER * b A- wool ty 4� M M , J be�dy �Q C7 w AZ 321 DRAIN GRATE DETAIL, SCALE: 1•= 29 TRACT 6121 RE C 0RD DRAWING PoAss 2 oNiol L; 7 BYE FRED W, PORTER, RCIE 334418 EXP. DATE W Z J H 0 J TYPICAL DRIVEWAY LOCATION DETAIL v&-" f wl %owl•u & G%jTTER )F ROLL TOP -R /W JNE F GUTTER La W M d V t! p 04 W t Y Q m t0 Lo DWG NO.: NM-, T02 DATE: 1 02 OS cl) C14 04 CHECKED BY: -- SCALE: AS NOTED W00 00 OLL. 08 M Ir � tD W • � 2* W W F- W O DO La W M d V t! p 04 W t Y Q m t0 02 -1660 DWG NO.: NM-, T02 DATE: 1 02 OS DRAWN BY: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 2 OF 10 SHEETS d M � tD W Q � p W DO �1- �t- W V !W- C • 3 Z C? s 0 JOB, No.: 02 -1660 DWG NO.: NM-, T02 DATE: 1 02 OS DRAWN BY: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 2 OF 10 SHEETS J CONSTRUCTION NOTES CURVE LENGTH RADIUS TANGENT w L. LL » �� » f 2 CONSTRUCT 6 TYPE B CURB & GUTTER PER C.O.B. STD. DWG, ST -1. WITH 5.5 WIDE COMBINATION 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. C L / R W VARIES / ** PROPOSED fi HIGH C2 aa00 w0c) m J_ � � Co z um, OW Q z w W w L W id �= ta SIDEWALK P - (UNLESS PER C.O.B. C.0 B. STD. DWG. ST 3. 0TH ER WI SE NOTED) + _ INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. C3 45 TO 49 i � BLOCK WALL 29.92 w m Z= Q a . a'� ° D z 0 z z��wW =g 8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. -Ct- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 0 VARIES 11' * *= LANDSCAPE EASEMENT "' " Z CO > . Q ~ 0 o � w C 4' T 3 0 38 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. R/W & BC Q EXISTING I PAVEMENT 'm N 8 MIN (WIDTH VARIES) .,..r co 4) o zl.uwF J- �zm w w z � vs - W = o W u c Lu Z L _� PROPOSED RIGHT -OF -WAY AND BACK OF CURB _ N W Z W M N CO C> 0 0 r~ � I N 2 cc w S = ADJUST ALL MANHOLES, CLEANOUTS, VALVE BOXES ETC. TO GRADE. ° 0 3- ---+S--- PROPOSED SEWER 1 CONTRACTOR TO INSTALL PROPOSED STORM DRAIN ❑ LL STOP LEGEND AND LIMIT LINE AS - -EX. EP- - EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 47.39 30.00 30.26 90'30' 12" C2 46.86 30.00 29.74 89'29'48" C3 1 47.05 30.00 29.92 89'51'17" z w ...... *2 MIN / / /,/ n.o00W°Dw0 0 12F -Z SAWCUT TO NEAT \Y% /!� / /� \ / \/\ \ //� fi TYPE B CURB & GUTTER sn w UJ '� C3 m z o VERTICAL FACE OR \'� \� \�/ ,// / \/� W 5.5' WIDE SIDEWALK z z o a 0 z p /�� //� / c�0�ou�_ °-�pd AS DIRECTED BY CITY w w W O z= wc� CIO ENGINEER. COMPACT UNDER CURB, ° SEE PLAN VIEW FOR -"'�o"'�"'zz° W GUTTER AND SIDEWALK m_ p g w STRUCTURAL SECTION ,► ,� ° z W a (' (TYP,) 6 MIN, TO 95� a0�a�°�oza� * SEE C,O.B. STD, DWG. ST -11 MAX. 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COUNTY OF KERN 6121 PHASE ONE .� 12 LIMI LINE p 2 SPACING (TYP)~ DOWN GUY COUNTY OF KERN tiffs CI AKEff LD I � � � EXISTING R W jp 7L - - - - - ..... - - - - - - - - - - STOP - - --- --- - - - - -- -- --- - - - - -- - - - R R 26' f R INSTALL 0.40' AC OVER � R26 R26 �, METR / N N t I \ _ Q -2= 0.40' CL II AB OVER 1.20 �� - - - - R2 W W CONSTRUCT COMMERCIAL NG COMPACTED TO 959 (n 0 DRIVEWAY PER COB MAX. DENSITY. Rill Q Q STANDARD DWG. ST -2. ALIGN 1 I I I WITH EXISTING TI N ACCESS A _ = G C ESS G TE 1 55' �- 70' 11 1 / / I 10' 1 1 / / 4 --CI 20 20 X10 Q. a. TO COB WELL SITE. 6 4 I 6► / I 1 SUMP z Ises- » �� ; W 4 3 B A 2 1 04 1 2 LOT E o J J 2 Q 20 m V m I :XISTING IMPROVEMENTS Z PER 6121 PHASE ONE V W ono � Comb o a � 47,05' ON CURVE n 6 tC W M M ri Q F5 Z W � 00 �ock: v r N In 9- %%0001 c cn �d 0 Z �! w o= � V CL 2a Z 5 1 W m �� w • o oM + PIZ 0 00 en Lt*) ul NOTE DEVELOPER TO REMOVE ALL EXISTING STRIPING AND THE KERN COUNTY ROADS DEPARTMENT WILL RESTRIPE JENKINS ROAD 0 0 to N V rm H � °C N d: +n v ,^ J W W 0 W Q W J for WW V) Q � = W U 1.'J to U W � N w d co + *1 r*-% rr) r CONSTRUCT 0.40' A.C. PAVING OVER 0.40' CLASS a AGGREGATE BASE OVER 1.20' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 47.39' 46.86' ON CURVE ON CURVE i1S 0 �o 00 V) o+o R VALUE= T-- � t0 ^ C0 0 r Q Q 0. + O' REVISIONS APPROVED: r, FRED W. PORTER RICE 33448 MARIAN P. SHAW arc 3217R � S WELL V_ S SITE DATE �n r�r } OD H V Q M N a W O cr a 0 I I HORIZONTAL: 1"= 50' VERTICAL: 1 "= 2' of a u.i Q 0 W w I- O w w • ZZ w W w v � w W o w wQ U. a. 0 a G�OEER co c, v� Q' M Q w >0 > V b o W 6 �V 1 I- Pei Q p o f 0: � � oD 65 � �: i N Z 0) m m W� m W� ° Op - m � m W ct W N� to m N� V) � m �- Z Vi C4 �''� z �• M 0 V O W Q N m �. J w + + o- r- co a a cr) �• C6 t 0 zvessel, VERB, 0 + + • 8 Co W N ,,� + ExlsomNG EAST E•P. PROF /LE , � m v� �s F,os� N F� 360 ............. � F�s F,os� �� 9 �9� -- 360 060 0 0 0 a 0 41 0 10 4o 6 0 0 It It 6 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 al 0 0 9 6 0 a 0 0 0 0 0 410 0 0 0 0 0 0 0 0 0 0 0 0 a, a, 0 111 0 0 0 0 0 0 0 0 It e 0 6 0 0 0 0 6 0 0 0 0 0 a 0 0 It 0 6 0 0 0 11 0 0 6 0 0 0 0 111, 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z, . . . It . . . . S ; - -• - - -- __ _ : -- ---- . . . . . . � . . . . - . -- - . . . . . . � . . . . �,�. , . . .. •0 90 . . . . s, . . � �, . . . ,oS. . fiA S,s� . . ,o . o 9 . . O-Q,, •, v 9 - 7-0 - -0 0 � - _ NOTE; VERIFY EXISTING LOCATION AND ELEVATION - - - \ sets IN FIELD, PRIOR TO 03N�YRUCTION AVD blrY �. ► . . --- - _ . . - .. _ ._ ____ •. ..._ - _ : . -- -- . . . . . . . . . . . . . . . . . . . . . . . - -- -- - ` - - ` _ _ ENGINEER IF THERE ARE ANY DISCREPANCIES. : : : : f - -: - . - : : : : : : : : : : : : : : : ~ : : - - :- : : : : : : : : : : . +�0•' : : : : : -- 0 41 41 0 358: . . . . : • . . • : . . . • • .- �. • • • • : . • • • : . . • • : • • • • : • . . • : • . . : . . . . : . . . . : . . . . 11 • • • • : . • . . . . . . . . . . . . . . . . . . . : . . . : . . . • • . . : . . . . : . . . . : . . . . : . . . . . . . . . . • • . : • . • . : . . . . : . • . : . . . . : . . . . . . . . . . . : . . . . : . . . . : . . . . : . • • . : • . . : . . . : . . . : . . . : . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : 358 ta•Z4x -o•z DDS /Gill fL 0•WL ,PROfL�' . t0.24x . . . . . . . . . . . . � . . . ... . . x-0.2 !� . . . . . . . . . . . . . . . . . . . . . • to.24X .DES/GIi FLOIL. /NE P. ROF/LE _III7•�i - 0010 :0 00 0:0 00 10:0 000 of 0 a • • • : • • • • : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . `. . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : CN .... $ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . 356: . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . • • • : • • • • : • . • • : • • • • : • • • . : • • . • : • • . • to • • . : . • • . : • • • • : • . • . : • . . • : • • • . : • • • • : • • • • : . • • • : • • . • : • . • • : • . . . : . . . . : . • • • : • • • • : . . • • : • . • • : • • . • : . • . • : • • • • : • • • . : • • . . : . • • . : • • • • : . • • • : • • • . : • • . . : • . . • : . • . . : • • • It : • • • . : • • . • : • . • • : • . It It : . . . . : . . . It . It . . . . . It . • : . • • • : It • • . : • . . • : 356 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 � GENERAL DELINEATION NOTES: EAST FLOV&INE PROFILE G SIGN LEGEND _ STRIPING LE 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, 0 INSTALL ROAD SIDE SIGN AS INDICATED PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 20A AND A20 -C. NUMBER IN INDICATES DETAIL NO. ON STANDARD PLANS. T_ 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. �, REMOVE EXISTING SIGN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). INSTALL BIKE LANE AND BIKE LANE ARROW PER CITY OF BAKERSFIELD o P F P P XT HA 8. STRI ING AND MARKINGS OR STOP BARS AND "STOP" SHALL BE STANDARDS 3.ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD EXISTING SIGN TO BE RELOCATED N ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 50 12' WIDE X -WALK PER CALTRANS STANDARDS -a- SIGN LOCATION 0 ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. g, ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS ' ' ' ' " P STANDARDS � I III 4.ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER STANDARD SPECIFICATION 8010 -21 C -19 III III Q STOP MARKING PER CALTRANS a CALTRANS "MUTCD 2003 EDITION ". TYPE ISZ ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) 5•ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. a ;1101 12 12 12 9 1 Vi 12 10 I I I I 1 1 I I 1 1 4 II I I I � 120 y X 2 , BAY TAPER I i II I II ; I + N dI - N I I II II I `- NN-N. -,---------------------------------------- - - - - -- ------------------------ - - - - -- ----------------------------------------------------------------- - - - - -- - �--------------------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ------------------------------------------------------------------------------------------------------------------------------ SI 0 �4 C44 d01 N/ W ' - --i / �'- ---------- - - - --- -- __-- .-- - - __--------------------- - - - - -- ------__-_-------------------------------------------- - - - - -- -------- - - - - -- �-------- - - - - -- ------------ - - - - -- ------- - - - - -- ----------------- - - - - -- -------------------------------------------------------------------------------------------------------------------- - - - - -- - - -- Z -_�� - - - -» ----- _------- - - - - -- - - - - -- -- _------ _----- _-------- - - - - -_ ---------------------------- __----------------------- - - - -_# ------- - - - - -- I ___--- - - -_ -- _-------- _- - -_ - -- ------- - - - - -� --- _- _- _---- _---- - - - - -- ------_-------------------------_----_---_-_--------_------------------------------------ _-------------- _--------- -- - - -_ M- - - -- - _ o� 12 IT LINE o� N W M EXISTING cr_ Oman 14 15 16 18 19 _ _ _ 23 +46.40 N � w 13 17 � -- w _ - 23 2414 �� 0 .u�...� ..s. I -�V - } - - - - - - /11. F- �� V �► MINES 21 22 / • w �► v- f •� VARIES � #/ VARIES 12' LIMIT LINE 0 v -. - -- - __, I I W CLNN .. _ _ __ __ -- STOP -- -- -- -- -- -- -- -- -- v7 INSTALL POST TYPE z = W DELINEATORS 0 25' O �- SPACING TYP r j t!7 >> �� p ( ) _ 11 ii 2 1 12 12 14 14 I Z � � q to >- II II %' CL to w +0 col m II II II I II II tl I Ln I II II II I r Z I1 II II I N m °m � � DATE 07/30/2012 �z u � CD PA JOB No. 02 -1660E N SHEET � cn a HORIZONTAL: 1"= 50' Ld cn so +Q i N � o FUTURE SIGNING AND STRIPII�IG PLAN = of 10 SHEETS Z 0 M CD C' 0) Lc) �O . a z c r- �- • O I� �■■� Q >= W `� N ca c'r? > U r- 0 c/) L LL a) Z Q 'm N 0?5 W W .,..r co 4) o Z L _ N W Z W M N CO C> 0 of a u.i Q 0 W w I- O w w • ZZ w W w v � w W o w wQ U. a. 0 a G�OEER co c, v� Q' M Q w >0 > V b o W 6 �V 1 I- Pei Q p o f 0: � � oD 65 � �: i N Z 0) m m W� m W� ° Op - m � m W ct W N� to m N� V) � m �- Z Vi C4 �''� z �• M 0 V O W Q N m �. J w + + o- r- co a a cr) �• C6 t 0 zvessel, VERB, 0 + + • 8 Co W N ,,� + ExlsomNG EAST E•P. PROF /LE , � m v� �s F,os� N F� 360 ............. � F�s F,os� �� 9 �9� -- 360 060 0 0 0 a 0 41 0 10 4o 6 0 0 It It 6 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 al 0 0 9 6 0 a 0 0 0 0 0 410 0 0 0 0 0 0 0 0 0 0 0 0 a, a, 0 111 0 0 0 0 0 0 0 0 It e 0 6 0 0 0 0 6 0 0 0 0 0 a 0 0 It 0 6 0 0 0 11 0 0 6 0 0 0 0 111, 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z, . . . It . . . . S ; - -• - - -- __ _ : -- ---- . . . . . . � . . . . - . -- - . . . . . . � . . . . �,�. , . . .. •0 90 . . . . s, . . � �, . . . ,oS. . fiA S,s� . . ,o . o 9 . . O-Q,, •, v 9 - 7-0 - -0 0 � - _ NOTE; VERIFY EXISTING LOCATION AND ELEVATION - - - \ sets IN FIELD, PRIOR TO 03N�YRUCTION AVD blrY �. ► . . --- - _ . . - .. _ ._ ____ •. ..._ - _ : . -- -- . . . . . . . . . . . . . . . . . . . . . . . - -- -- - ` - - ` _ _ ENGINEER IF THERE ARE ANY DISCREPANCIES. : : : : f - -: - . - : : : : : : : : : : : : : : : ~ : : - - :- : : : : : : : : : : . +�0•' : : : : : -- 0 41 41 0 358: . . . . : • . . • : . . . • • .- �. • • • • : . • • • : . . • • : • • • • : • . . • : • . . : . . . . : . . . . : . . . . 11 • • • • : . • . . . . . . . . . . . . . . . . . . . : . . . : . . . • • . . : . . . . : . . . . : . . . . : . . . . . . . . . . • • . : • . • . : . . . . : . • . : . . . . : . . . . . . . . . . . : . . . . : . . . . : . . . . : . • • . : • . . : . . . : . . . : . . . : . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : 358 ta•Z4x -o•z DDS /Gill fL 0•WL ,PROfL�' . t0.24x . . . . . . . . . . . . � . . . ... . . x-0.2 !� . . . . . . . . . . . . . . . . . . . . . • to.24X .DES/GIi FLOIL. /NE P. ROF/LE _III7•�i - 0010 :0 00 0:0 00 10:0 000 of 0 a • • • : • • • • : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . `. . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : CN .... $ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . 356: . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . . . . : . • • • : • • • • : • . • • : • • • • : • • • . : • • . • : • • . • to • • . : . • • . : • • • • : • . • . : • . . • : • • • . : • • • • : • • • • : . • • • : • • . • : • . • • : • . . . : . . . . : . • • • : • • • • : . . • • : • . • • : • • . • : . • . • : • • • • : • • • . : • • . . : . • • . : • • • • : . • • • : • • • . : • • . . : • . . • : . • . . : • • • It : • • • . : • • . • : • . • • : • . It It : . . . . : . . . It . It . . . . . It . • : . • • • : It • • . : • . . • : 356 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 � GENERAL DELINEATION NOTES: EAST FLOV&INE PROFILE G SIGN LEGEND _ STRIPING LE 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, 0 INSTALL ROAD SIDE SIGN AS INDICATED PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY, 1992. 20A AND A20 -C. NUMBER IN INDICATES DETAIL NO. ON STANDARD PLANS. T_ 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. �, REMOVE EXISTING SIGN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). INSTALL BIKE LANE AND BIKE LANE ARROW PER CITY OF BAKERSFIELD o P F P P XT HA 8. STRI ING AND MARKINGS OR STOP BARS AND "STOP" SHALL BE STANDARDS 3.ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD EXISTING SIGN TO BE RELOCATED N ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 50 12' WIDE X -WALK PER CALTRANS STANDARDS -a- SIGN LOCATION 0 ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. g, ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS ' ' ' ' " P STANDARDS � I III 4.ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER STANDARD SPECIFICATION 8010 -21 C -19 III III Q STOP MARKING PER CALTRANS a CALTRANS "MUTCD 2003 EDITION ". TYPE ISZ ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) 5•ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. a ;1101 12 12 12 9 1 Vi 12 10 I I I I 1 1 I I 1 1 4 II I I I � 120 y X 2 , BAY TAPER I i II I II ; I + N dI - N I I II II I `- NN-N. -,---------------------------------------- - - - - -- ------------------------ - - - - -- ----------------------------------------------------------------- - - - - -- - �--------------------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ------------------------------------------------------------------------------------------------------------------------------ SI 0 �4 C44 d01 N/ W ' - --i / �'- ---------- - - - --- -- __-- .-- - - __--------------------- - - - - -- ------__-_-------------------------------------------- - - - - -- -------- - - - - -- �-------- - - - - -- ------------ - - - - -- ------- - - - - -- ----------------- - - - - -- -------------------------------------------------------------------------------------------------------------------- - - - - -- - - -- Z -_�� - - - -» ----- _------- - - - - -- - - - - -- -- _------ _----- _-------- - - - - -_ ---------------------------- __----------------------- - - - -_# ------- - - - - -- I ___--- - - -_ -- _-------- _- - -_ - -- ------- - - - - -� --- _- _- _---- _---- - - - - -- ------_-------------------------_----_---_-_--------_------------------------------------ _-------------- _--------- -- - - -_ M- - - -- - _ o� 12 IT LINE o� N W M EXISTING cr_ Oman 14 15 16 18 19 _ _ _ 23 +46.40 N � w 13 17 � -- w _ - 23 2414 �� 0 .u�...� ..s. I -�V - } - - - - - - /11. F- �� V �► MINES 21 22 / • w �► v- f •� VARIES � #/ VARIES 12' LIMIT LINE 0 v -. - -- - __, I I W CLNN .. _ _ __ __ -- STOP -- -- -- -- -- -- -- -- -- v7 INSTALL POST TYPE z = W DELINEATORS 0 25' O �- SPACING TYP r j t!7 >> �� p ( ) _ 11 ii 2 1 12 12 14 14 I Z � � q to >- II II %' CL to w +0 col m II II II I II II tl I Ln I II II II I r Z I1 II II I N m °m � � DATE 07/30/2012 �z u � CD PA JOB No. 02 -1660E N SHEET � cn a HORIZONTAL: 1"= 50' Ld cn so +Q i N � o FUTURE SIGNING AND STRIPII�IG PLAN = of 10 SHEETS 1 I I 1 i 1 5 FL 9+ 04.49 CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL -TOP) CURB &GUTTER PER G.O.B. STD, DWG, ST -1. O2 CONSTRUCT 5' WIDE. SIDEWALK PER C.O.B. STD. DWG, ST -3. OCONSTRUCT 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 959 MAX. DENSITI� O5 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. REVISIONS APPROVED:�� FRED W. Pf RCE 33448 MARIAN P. RCE 32178 (PRIVATE STREET) a CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. -C} 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 0 m - - - - - - - - - - - - - - - - - - - - - - - - - 16 .V6 \ 15 +43.85 RG 19PR 3VEMENTS PER 6121 PHASE ONE - ---------------------- I I I I i I I I HORIZONTAL: 1 "= 50' VERTICAL: 1"= 2' CURVE TABLE CURVE LENGTH RADIUS GENT DELTA C1 13.70 35.00 H6,94 22'25' 5" C2 197.70 84.00 202.06 134.51' 11 " C3 54.98 35.00 35.00 90400'0 " C4 105 ►28 420,00 52.92 14.21'41" C5 100.26 400.00 50.40 1471'41" C6 52.94 380.00 26.51 07'58'56" C7 33.64 20.00 22.36 9602246" C8 80.31 420.00 40.28 10"57"21" C9 6 7.40 380.00 33.79 10'09'46" C10 100.26 400.00 50.40 1471'41" C11 29.09 35.00 15.44 47'37'15" C12 196.96 42.00 42.97 268'41'07" C13 25.57 35.00 13.39 41'51'27" C14 31.42 20.00 20.00 90'00'00" -- - - - - -- EXISTING IMPROVEMENTS PER 6121 PHASE ONE - - - - - I I 1 I I 1 m ce v Q m 60' m co v Q CD LANDSCAPE V �'`' AREA 5.0• WIDE SIDEWALK 5.1Y WIDE . 2X � 2% MIN -4% MAX 2x MIN -4X MAX X227* _ SIDEWALK ~' - 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. ST -1. & SIDEWALK AREAS (60' WIDE TYPICAL PRIVATE S EEJ�- mul V & CL NO ALE 0 V V IW W 0. m 0. to tC 00 V ap N O Co t0 + + r` J + J Li (PRIVATE STREET) MONET PLACE 00104-/ W rl CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 31.42' 51.14' VERTICAL 0 ON CURVE 0. �z � � � V 0 m W OW 0. m M (n C7 m 0 �I' 008 CQ �j W © C� '�' N W II II V � r N W -C�X N CC . . . . . 1. . . . . . . • . • • • • • • • • • • • • • • ,- r tD m-e 3 6 4 o� . l�l�► . . . . . . . . . . . . . . . . . . . . . . . . • . � . . . . . . . . . . . . . . . . . 11.16. V- 9 �. U. .- 362....... ............................... .. ............... ......362 EX /SflAtG GRC?UND P.RO 7L . . . . . . . . • 4, A T wsr FLOH2INE 0 0 l . . . . . . . . . . . . . . . . . . . . . . . . .�� ...,.- .-" : . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . .�.b�� . . . . . . . . . . . . . � ' ,, . . . . . . . . 360... ... ...�........................... ..... .............. ............................360 Fl. O Wt. INE PROF71E p • • =�• • • • •�r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 41� (+0.20%)- Z 50./o 358 *z 358 ... :... :... :... :•Z. :... :... :358 a 15+00 16+00 17+00 18+00 19+00 a- 20+00 WEST FLOWLINE PROFILE Q 50' VERTICAL 58.18' VERTICAL V CURVE CURVE CL to OC cow V cq V N� U d.. OC Vj II a. O MM . W� 0. m� p W�- _ -�.. 364 ...... W ........................ ... .,, . II . �? ........ N 00 • . • • . �., . . . .W u �I . ..........: �- •�. 364 > . . + a. a r--. 0. 40 0 0 0 / • • O DO .+ •r . . . . . . . . .. . . . . . . . . + O to 41 1� V� % f 0 0 • • + • • • r • • • • + • • / • • • •"I • ,� • •, • • • • U. 362 . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • • • • • . • • . . . . . .. . . . . . . . . . . . . . . 36-2- low" EXISTING GROUND PRORLE 00 0 41 0 . . . � �. . . . . . • A•T EAST fZ0KINE .,.. ..r •�' . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • •��• r •ria�• ter• �� �� .r.�.� ear • • • • • • • • • • • • • • • • i. •�• • • • • • • • • • • .,mom mowr1111110' 0 isswissm y 0 . . . ,�a�: . . . . . . . . 360 . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360 p� ./ 0(3 0 # # 1 1• . 0 FLOKINEPRORLE•. ••. .. •• •••. • . 26xy 4, ell - - eie 358'0' • . • : . • • : • . . : . . . : . . . : . . . : • • • : • • • : • • • : • • • : • • . : . • It : . . • : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . : . : 358 15+00 16 + 00 17+00 18+00 19+00 20+00 EAST FLOWLINE PROFILE W W • a c.) a W 0 co m J_ Z00CLLu WC]WQ U.1 Lu " LL' U) i� g; �JF-0M __ .Zak a= z�zwWm- mrn z 0L>U °�f- z �, �L�r62�V~}C6'c zW WR�'oa�c� 1 U) z ac =0 CA WJW j w �u ���_��u-_ Idd Z z t� W 0d„ a.00Owd CO W 2C �Zal_- a�ZF -IC 7d' Wo�3°z >u N W W W Z m Z C 0 0oranoppn F- - Ujw>-w0 z M _WoW�WZZLL LL UJ o a 01- a0�zd�°Wzod a zwpWJ OC W1=aWF 0p0 Z W W W t W C Z a CO) Q W 00 Z F V O Z ©0 �Z Z u V= W ~L'i , ?m� Z zcncra�, UZ?�JO Uoa LWQW a >L) wv2 C � 1ZawWoW w 0 U, �� Q _ c H ; CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL -TOP) CURB &GUTTER PER C.0.6., STD. DWG. ST -1. Q CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. ci)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 956 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. 0 0. O 'qmm U . > W W ZW > � Q O W W R/W & BW - NOW - ---pS-- -- -PD - -- - -EX, EP- - 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) � PROPOSED RIGHT -OF -WAY AND BACK OF WALK PROPOSED SEWER PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT 6 2 & 6796 PHASE 2 (PRIVATE STREET) R E=�NO I R AVEENUE CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95% MAX. DENSITY CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 13.70 35.00 6.94 man '25'35" C2 197.70 84.00 202.06 134'51' 11 „ C3 54.98 35.00 35.00 904100'00" C4 31.42 20.00 20.00 90000'00" C5 33.16 20,00 21,82 94'59' 19" C6 29.93 20.00 18.57 85'45'07 ". NOTE "A "; INSTALL W31 SIGN w /RED TYPE N MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. A�REASCAPE 5.0' VIDE SIDEWALK 5.0' WIDE SIDEWALK 2X MIN -4X MAX 2X MIN -4X MAX .- "--SEE PLAN VIEW FOR 4" TYPE *C* ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. y CURB AND GUTTER PER UNDER CURB, GUTTER C.O.S. STD. S -1. & SIDEWALK AREAS (60' NDE) TYPICAL PRIVATE STR- AL Ft' 19'50.2.6 31.42' 31.42' tn co ON CURVE I ON CURVE to r*-. M v- Fs &� ei 3 (00 34 >mg 0% 0 c 0 Cl. Cl. W ____ ______�,�__�__�__ •� . •. �• • �p � � �M • 0 � .�.• � •�D .� ��•� m •c�C� �. -��•� d..� . •. � • -,r r= T.� - - _ ^ ^ 0 ix CIO: Coll ..� a o o QD a pt: a� 360 r..: m 0 O an �Mn •n � m0 un 0 �To Do n cs • W co M 0 N � C - Ln � 360 LO f + - .+ Q . + . + O0 0 ' n O N • • . • . • . • . . • • • • . � • • • • kXISIM& GRdUNT . PRF t . . . . . � . . . . O �/L. . . . . . . . . . . . . . . . . . . . . . + + A T t2ST F Ot L /VE • • • . • • i • -• - • • -. . . -• • • • • . • . . : . . : 41 41 . • . . 41 • . . • • • . . . . . . . . . . . 358 358 . • • • • • • • • • • • • • • • • • • • • • • •- 0 0 0 0 0 a 0 0 0 0 0 0 0 110 .28• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • +o.25x . . . . . . . . . . . . . . . . . . . . + CS. 25�... ............................... -0.25 +0.20' . . . . . 0.51 +o.209r DESIGN fZ 0K NE PRORIL. . 356 . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • • • • . . . • • • • . . . . . . . . . . . . . . • . • • • . . • • . +0.25x. . - -a.25x . . . .DES /GyV.FL�OttyLll�lE PRDFlLE. . • 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . • • . • . • . . • • . • • . . . . . . . . . . . . . • • • • • • • • • • • • • • • . • • • • • • • • • . • • • • • • • • . • . • • • . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • . . . . . . . . . . . . . . . . . . . • • • • • • • • • • . . . . . . . . . 354:...:.•.:...:...:...: . • • • • • • • • • • • • • • • • • • • • . • . • • . • • • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • . • • • • • • • • . • . • • • • • • . • • • • • l . • . • • • • • • • • • • • • • . . . . . . . . . . • . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . 3 5 4 9+00 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+00 WEST FLOWLINE PROFILE 54.98' 33.16' 29.93 54.98' ON CURVE ON CURVE CURVE ON CVRVE U© N q*UNk C0cc0co 0: P.% � � 0v �ul Q 0 60.................... m� �.••... W� 0.0 •.....•......•........ �mtp Wpm 00 � W to •� 00 •�• Otp MO M ao 60' m A�REASCAPE 5.0' VIDE SIDEWALK 5.0' WIDE SIDEWALK 2X MIN -4X MAX 2X MIN -4X MAX .- "--SEE PLAN VIEW FOR 4" TYPE *C* ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. y CURB AND GUTTER PER UNDER CURB, GUTTER C.O.S. STD. S -1. & SIDEWALK AREAS (60' NDE) TYPICAL PRIVATE STR- AL Ft' 19'50.2.6 31.42' 31.42' tn co ON CURVE I ON CURVE to r*-. M v- Fs &� ei 3 (00 34 >mg 0% 0 c 0 Cl. Cl. W ____ ______�,�__�__�__ •� . •. �• • �p � � �M • 0 � .�.• � •�D .� ��•� m •c�C� �. -��•� d..� . •. � • -,r r= T.� - - _ ^ ^ 0 ix CIO: Coll ..� a o o QD a pt: a� 360 r..: m 0 O an �Mn •n � m0 un 0 �To Do n cs • W co M 0 N � C - Ln � 360 LO f + - .+ Q . + . + O0 0 ' n O N • • . • . • . • . . • • • • . � • • • • kXISIM& GRdUNT . PRF t . . . . . � . . . . O �/L. . . . . . . . . . . . . . . . . . . . . . + + A T t2ST F Ot L /VE • • • . • • i • -• - • • -. . . -• • • • • . • . . : . . : 41 41 . • . . 41 • . . • • • . . . . . . . . . . . 358 358 . • • • • • • • • • • • • • • • • • • • • • • •- 0 0 0 0 0 a 0 0 0 0 0 0 0 110 .28• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • +o.25x . . . . . . . . . . . . . . . . . . . . + CS. 25�... ............................... -0.25 +0.20' . . . . . 0.51 +o.209r DESIGN fZ 0K NE PRORIL. . 356 . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • • • • . . . • • • • . . . . . . . . . . . . . . • . • • • . . • • . +0.25x. . - -a.25x . . . .DES /GyV.FL�OttyLll�lE PRDFlLE. . • 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . • • . • . • . . • • . • • . . . . . . . . . . . . . • • • • • • • • • • • • • • • . • • • • • • • • • . • • • • • • • • . • . • • • . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • . . . . . . . . . . . . . . . . . . . • • • • • • • • • • . . . . . . . . . 354:...:.•.:...:...:...: . • • • • • • • • • • • • • • • • • • • • . • . • • . • • • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • . • • • • • • • • . • . • • • • • • . • • • • • l . • . • • • • • • • • • • • • • . . . . . . . . . . • . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . 3 5 4 9+00 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+00 WEST FLOWLINE PROFILE 54.98' 33.16' 29.93 54.98' ON CURVE ON CURVE CURVE ON CVRVE i Ael HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 2' REVISIONS APPROVED: W LL LL LL. �cta 0 watts Z0az Wow¢ W u. w wWzILUW�HL� Lu- '�vF_E=-�zOz w 692 w°CIO:4 M z �s��0z :AwC6 z w w � J 0 D 0 � ww= 0 2.Q �dWzZ� w� a,0OC�W"'z �z �❑ �t w� W � �oQ � a W m 0 �owzzazv8�9 00cl)Q0Oa WzZ% W UZ=w, LWIo uu Z8- - =0Z W 0o 00��. WO ° oW w0 � °vIN 8aw z W W W W 6 z O�Z� =���a �W Z= o2 =VWH�cui 0w U. F-ZW E3 C3 z Lu ti w 5 w 0 w ZQWWLU LL z-�O =l- C7[�LuX: ;klOp Z� =0cl)wx: iyui Q�QQO >>°-, ova Izz Q Q j W w W Q LLI w<02W0 co m�=M >W _ c OWZJ„^ oCWaWL9 W 0 WZ� c~ RCE 32178 ■ CJ O z M M LO cn .(a O O L � Wz O ti • - N M p� ., co 0 �- c/) C/) L � d3 Z N co LIJ 06 z o N Z ch W W . N CO O co O N U© N q*UNk C0cc0co 0: P.% � � 0v �ul Q 0 60.................... m� �.••... W� 0.0 •.....•......•........ �mtp Wpm 00 � W to •� 00 •�• Otp MO M m� W1w► M 360 I-- • .....•.......•..............'�M 0 ....�. ..�A ....• . 10 0 a 6 i Wm V �- ,III© © JII L" W a Z a d XI iD Anagong °0 m S..�. ,�„ ;.�.._.. � am" a ......,, I.A.l O A T EA ST FLOWNE .ano, ,, ;,gn o - M " • . • doom . • . • . • . . ..rrw ....Ir �r .nan, - � __ . • . . • • • • . • • . . _. _ . . . . �r i o358 • . . • . . + mgmang .._ ..�_ _....g. .. �.. � .... ..... .�_ 0 .� ..... wagon PA JOB No. W U . . . • • • 0 0 0 0 0 0 0 a 10 0 0 0 a a 0 41 0 0 6 0 0 0 0 0 0 6 0 0 0 a 0 0 0 a th 0 0 0 0 0 0 0 0 0 0 a of •� �. o CL • -a.2 r 6 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 . . . . . . . 0 a 0 0 6 0 0 0 0 0 0 0 .1 *air* 0 0 0 0 0 0 6 0 0 0 4 - 5 6 • • • • . . . . • • • D W f9w F0#f .' PRORE . • • _ + O1� +0.21 x . . . . . . . . . . . . . . . • • • • . • . • • . • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25x • • o.2x . . . . . . . . . . . . . . . . . . . • • • • . . . . . . . . o /N . � PR3 Qf7. U . . . • • • • • • . . . . . . . .L . . . . . . . . . . • • • • • • . . . . . • . . • .. • • . • ' • . • . • • . • • . . . . • . . 3 56 • • . . . 0 . . . 354 :... ...:...:.. . . . . .:...:...:...:...:...:...:...:. 0 0 . . • . • . 11 . . . . . . . . .. . • • . • • • . . • • . • . . . . . . . . . . . . . . . . . • . . • • . • • • . . . • . • . • . • • • . • • . . • . • . • . • . . . . . . • • • • . . • . . • . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . • • • . . . • • . . . . . • • • • . . . . . . • . . . . • • • • • • • . . • . . . . . . . . . . . • . . • . . . • . . . • • • • 0 . . . . . • . . • • • • • • 3 5 4 9 + 00 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 17+ OD 18+ 00 19+ 00 20+ 00 EAST FLOWLI N E PROFILE i Ael HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 2' REVISIONS APPROVED: W LL LL LL. �cta 0 watts Z0az Wow¢ W u. w wWzILUW�HL� Lu- '�vF_E=-�zOz w 692 w°CIO:4 M z �s��0z :AwC6 z w w � J 0 D 0 � ww= 0 2.Q �dWzZ� w� a,0OC�W"'z �z �❑ �t w� W � �oQ � a W m 0 �owzzazv8�9 00cl)Q0Oa WzZ% W UZ=w, LWIo uu Z8- - =0Z W 0o 00��. WO ° oW w0 � °vIN 8aw z W W W W 6 z O�Z� =���a �W Z= o2 =VWH�cui 0w U. F-ZW E3 C3 z Lu ti w 5 w 0 w ZQWWLU LL z-�O =l- C7[�LuX: ;klOp Z� =0cl)wx: iyui Q�QQO >>°-, ova Izz Q Q j W w W Q LLI w<02W0 co m�=M >W _ c OWZJ„^ oCWaWL9 W 0 WZ� c~ RCE 32178 ■ CJ O z M M LO cn .(a O O L � Wz O ti • - N M p� ., co 0 �- c/) C/) L � d3 Z N co LIJ 06 z o N Z ch W W . N CO O co O N pEER �c � co CL N � > U Z Q J H Z W W O 0 a w w � c cn ` a c N 06 CL Z cfl a� ti c� F-- U F- N 2 I I N o N N 41d ui o Z = Q 0 cn CL M W I-- . . OC � tV1- i Wm V �- 0 L" W a Z a 0 .J W m N W CL W CL 0 V CO) C PA JOB No. W U OC LL aa.. o CL pEER �c � co CL N � > U Z Q J H Z W W O 0 a w w � c cn ` a c N 06 CL Z cfl a� ti c� F-- U F- N 2 I I N o N N 41d o Z = cn CL M Li Ln o tV1- i V �- L" W a z .J W N O 7Z CL CL DATE QO PA JOB No. N 11 SHEET V D 00) W Z W Q 0 z w 07/30/2012 02 -1660E W Q 0 OF 10 SHEETS CONSTRUCTION NOTES CONSTRUCT 4° TYPE "C" (ROLL -TOP) CURB &GUTTER PER C.O.B. STD. DWG. ST -1. 2 CONSTRUCT 6" TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. WITH 4.5' WIDE COMBINATION TANGENT SIDEWALK PER C.O.B. STD. DWG. ST -3. (UNLESS OTHERWISE NOTED) 46.86 3 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. 47.39 4 i CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT 20.00 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) 6 CONSTRUCT 6" CONCRETE CURB PER DETAIL ON SHEET 2. 21.82 94'5919" 8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19. 106.56 2.3'09944" 9 CONSTRUCT 5' WIDE SIDEWALK PER C.Q.B. STD. DWG. ST -3. 121.93 27'24'37" I II ! I[ J j 7 { i! i II (� It (I iI f ff TRAMBRIDGE WAY ------------------ t t` EX. FIRE HYD. G I !I i I II ! II I II I it i I I I I I I I �s 1 �o +oo.o1 �Ed DETAIL I I i I I I I M Z C] W Q Z 0 ( W � W W V) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. -<Z> 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. (PRIVATE STREET) CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 9590 MAX. DENSITY CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 46.86 30.00 29.74 89'29148" C2 47.39 30.00 30.26 90'30'12" C3 31.42 20.00 20.00 90'00000" C4 29.93 20.00 18.57 85'45107" C5 33.16 20.00 21.82 94'5919" C6 210.21 520.00 106.56 2.3'09944" 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 27024'37" C10 239.20 500.00 121.93 27024'37" C11 248.77 520.00 126.81 27024'37" C12 31.42 10.00 a 180'00900" 24 5.0' WIDE SIDEWALK - 19 RECORD XISTiNG IMPROVEMENTS PER 6121 PHASE ONE w U 0 U m 1 290 Ir U 0 U 60' m 12, LANDSCAPE 1 • AREA 5.0' WIDE SIDEWALK 2% MIN-4% 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. SM. ST-1. X60' WDE) & SIDEWALK AREAS TYPICAL PRIVATE STR T- lbam NO 80' ` 10' - 30' 30' I 10' 20' 10' 10 20' --,270 2' TYP. 2% MIN -4% MAX I 2X MIN -4X MAX 6" TYPE "B" CURB TYPE "M" MEDIAN CURB SEE PLAN VIEW FOR AND GUTTER WITH 4.5' STRUCTURAL SECTION WIDE SIDEWALK PER C.O.B. STD. ST -1 & ST -3. COMPACT 6" MIN. UNDER CURB, GUTTER (80* VADE & SIDEWALK AREAS TYPICAL PRIVATE S EET-I101 N A ACT 12.1 Ali _D ao r ----- - - - - -- BYE FRED W. PORTER, R CE 33448 fop 23 HORIZONTAL: 1"_ 50' VERTICAL: VI SOUTH FLOWLINE PROFILE 10 +76.05 X10.00' TC 358.50 AC= 358.00 TC= 358.73 AC= 358.23 10 +76.05 10.00' TC= 358.42 AC= 357.92 R co 00 0 co CL 3 UJ I J U O co p W V 0� Q- O•�d:'s /0 32! b on 46.86' 31.42' 29.93' 1660ST06 DATE: cl i DRAWN BY: LT 11+23.41 10.00' LT 11+73-41 10.00' LT TC= 358.19 TC= 357.85 AC= 357.69 AC= 357.35 11+33.41 TC= 358.51 C1 11 C12 AC= 358.01 C12 0 -i- 3 11+63.41 TC= 358.27 AC= 357.77 RT 11+23.41 10.00' RT 11+73.4100 00" RT TC _358.20 TC= 357.96 AC- 357.70 AC =357.46 N -- Uo°OO ON CURVE U� tE U� ON CURVE U�Ud�- N CURVE U� � 0 �M IIiUqq 1 0 e Lo M � Lo M � M M M 00 M Lo p� M 0 � M to w m (n 360 r 1 co ............................ CQ + ................... + M + ....... . � � + a 360 W • iiieiee ■ ■iieiiiieieiririii■ ■eeesiieieeee.iirrei ■eiiP� ®tliiieeeie® ie ■e® ®ieiei ii aisle ieeie lase■ wo ee m.eta lee ®� ,sail ■I trees iii' .Miei■ ieeie iiei■ e! ieeie �eeielie .■ iiiei .sallies ii ii aaiiee �iieiei® ri ■ ■ ■!■ ieeie ails■ cm .. _._ el err���-� ®:��:e��� ® ®ii eieei ®,�ieeiieiiiiie■ ■ie /'- ®ieeieieiiee isle■ lase■ ieei■ ■i/ __ �iiieeiiiel ■■ e®sr lieeieeiei el aeeiis 9eeeie.iei ■i iieeee iieeieeiel salt■ ieiii seal■ ease■ ei ■e■ ei ueeiie aieirreiei ii ®ieeii ......................... • I . I . r � � o � e■ a:ieeir areeiiie' ei e■ it lase■ isles i ■i e. ■l leiiieiiieeeiielil iilee rase■ J l.� EXISTING GROUND PROFILE . A T NORTH' FLONZ' /IIiE Ii � . tej �• M NOTE* VERIFY EXISTING LOCATION AND ELEVATION . IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY _ _ L y i O _ � ` � T � + :ENGINEER IF THERE ARE ANY DISCREPANCIES. 358 :...:...:...:...:...: Q ��. � � - D _-- _--=-=---- - - - - -- --------- - - --:- - - - -- _ _ _ _ . � U. W t ...... .. - �----- - - - - -- -- - - .......... ..... ............................... 09 ...............� - - ..........358 '+0.20% ........... DESIGN FLOWLINE PROF/LE. ±�� +o.�2ox DES /GN FLOWL /NE PROFILE ........ :. .. . . . . . . .. ..... . . . . . . . . . . . . . . . . . . . . . . . ...........................356 . . . . . . . ........... I 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ............................................................................................................................................ .--.:...:...:...:...:...:...:...:.. .:...:...:...:...:...:- 354...:...:...:...:...:....... : 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 .- -. -:- -.:354 19 +00 NORTH FLOWLINE PROFILE 47.39' 31.42' 33.16' U00 ON CURVE UM Un ON CURVE UoU* ON CURVE UcdC 00 IIUN OZ 36O m cLu o Lo tro I �M `''MmM �M 0 M �WtA p�pUu mN ....... 360 Lo . . /., . . .I \ . V_ � � . J • . EXISTING GROUND PROFILE : : A T SOIyTH' FL t7WL /NE . � � . �'- a . � ^ ^ �. . M. •NOTE: VERIFY EXISTING LOCATION AND ELEVATION . . IN fIE1 -0. PRIM TO CONSTRUCTION AND NOTIFY IF THERE ARE ANY DISCREPANCIES. LL_ . - .ENGINEER 358 ........ : ...: ... I \- - - - - - - -- -- - -� - ...... .......... . . ........ . . - ....... ........... .................... - - - -� ---- ........ �- - - - -� . ......,� � :358 .11III:0 io%y Q 95 � x to.5�� DES /GN FLON� /NE PROF�Lf 356 - - ES/G/y' FLOWUNE PROFILE _ � ................:.......... ...�.................:.. .................................................................. 356 ............................ 354 ....................................................................................................................................... � � ....................... . ...............- .----..................................... ..............._............... 354 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 .17+00 18 +00 19 +00 SOUTH FLOWLINE PROFILE 10 +76.05 X10.00' TC 358.50 AC= 358.00 TC= 358.73 AC= 358.23 10 +76.05 10.00' TC= 358.42 AC= 357.92 R co 00 0 co CL 3 UJ I J U O co p W V 0� Q- O•�d:'s /0 32! b d C14 Lf) • 1660ST06 DATE: cl i DRAWN BY: LT 11+23.41 10.00' LT 11+73-41 10.00' LT TC= 358.19 TC= 357.85 AC= 357.69 AC= 357.35 11+33.41 TC= 358.51 C1 11 C12 AC= 358.01 C12 0 -i- 3 11+63.41 TC= 358.27 AC= 357.77 RT 11+23.41 10.00' RT 11+73.4100 00" RT TC _358.20 TC= 357.96 AC- 357.70 AC =357.46 N -- 0 12 3 tE 0 N � 0 1 0 it ' ® "ll, I s 12 +03.41 10.00' L TT_ C= 357.68 AC= 357.18 /13-41 V 2 + TC= 358.14 AC= 357.64 12 +03.41 (10.00' R TC= 357.83 AC= 357.33 �J cn p z J a > W � � w aw O �z Q � N W W � _ Mom JOB No.: d C14 Lf) • 1660ST06 DATE: cl i DRAWN BY: V CHECKED BY: -- SCALE: AS NOTED tE SHEETS. � . . 1 0 e t V 0 s W r 1 co 1 M i ee■■esiieeeiieeeoeiiireriii W • iiieiee ■ ■iieiiiieieiririii■ ■eeesiieieeee.iirrei ■eiiP� ®tliiieeeie® ie ■e® ®ieiei ii aisle ieeie lase■ wo ee m.eta lee ®� ,sail ■I trees iii' .Miei■ ieeie iiei■ e! ieeie �eeielie .■ iiiei .sallies ii ii aaiiee �iieiei® ri ■ ■ ■!■ ieeie ails■ cm .. _._ el err���-� ®:��:e��� ® ®ii eieei ®,�ieeiieiiiiie■ ■ie /'- ®ieeieieiiee isle■ lase■ ieei■ ■i/ __ �iiieeiiiel ■■ e®sr lieeieeiei el aeeiis 9eeeie.iei ■i iieeee iieeieeiel salt■ ieiii seal■ ease■ ei ■e■ ei ueeiie aieirreiei ii ®ieeii ieew■ • iieieieeel ■■ iiiee■ eeriiiel•ei ieiei ieii■ i La e■ a:ieeir areeiiie' ei e■ it lase■ isles i ■i e. ■l leiiieiiieeeiielil iilee rase■ eieieeeiieeeieieieee•ierie■ W 1- • �J cn p z J a > W � � w aw O �z Q � N W W � _ Mom JOB No.: 02 -1660 DWG FILE: 1660ST06 DATE: 1/02/05 DRAWN BY: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 6 OF 10 SHEETS. � W t0 0 W co M W s W 1- O 0. to � Q D W � U. W t �J cn p z J a > W � � w aw O �z Q � N W W � _ Mom JOB No.: 02 -1660 DWG FILE: 1660ST06 DATE: 1/02/05 DRAWN BY: LGH CHECKED BY: -- SCALE: AS NOTED SHEET 6 OF 10 SHEETS. i d CONSTRUCTION NOTES G 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. OCONSTRUCT 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) 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. ro m W � N ci 06 cb N ut + r 0 w 11 r w QD ..a r� o � I� H 12 dP • x 0x S h V m N 00 J Li• tNJ+ v I I 0 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 SEINER ---PD--- PROPOSED STORM DRAIN - -Ex. EP- - EXISTING EDGE OF PAVEMENT Al q sly' lznr Z0, 20 .1 1 ei W W Ln 00 N + O N C4 0; 1 � 20 5 l� o I zi C11 -- 21 -- 21 +43 22 8 CURVE 1 RADIUS TANGENT P C1 32.06 170000 16.08 V + 28.29 W � � 10`48'24" O0 0 190.00 17.97 10'48' 4" C4 156.55 830.00 tip 10.48`24" C5 118.36 + 59.28 O� C6 111.75 + r 07'54'16" Ln 33.44 20.00 Toss" 95'47'06" C8 7 I � � a c=n � z3 U � U M G] W Op O 1f) N � � N ct 6796 PHASE 2 t' (PRIVATE STREET) I }I 3 D In w V W to 00 �c: i I 0 c�+ V CURVE TARIE CURVE LENGTH RADIUS TANGENT DELTA C1 32.06 170000 16.08 10!48'24." C2 28.29 150.00 14.19 10`48'24" UNION C3 35.84 190.00 17.97 10'48' 4" C4 156.55 830.00 78.51 10.48`24" 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 95'47'06" C8 28.24 20,00 17.05 80'53'48" C9 32.43 20.00 21.04 92'54'08" C 10 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 08'19'15" C14 32.06 170.00 16.08 10'48' 24" C15 28.29 154.00 14.19 10"48'240 C16 35,84 190.00 17.97 10`48'24" C17 33,64 20,00 22.36 96"22# 46# C18 31.42 20,00 20.00 901,00'00" f N izj m in v m 60' m WeASCAPE 5.0' WIDE SIDEWALK 5.0' WIDE SIDEWALK 2 MIN -4X MAX 2X MIN -4X MAX % SEE PLAN VIEW FOR f TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 8" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B. STD, S -1, (60' WDE &SIDEWALK AREAS D (� -- S - N NO ALE �i M N r =h C 7 ORD DRAWING TRAC G %96 PHASE 1. 0" fl BY, FRED W. PORTERV RCE 3344S EXPv 6 'S /* s I s/w CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 959 MAX. DENSITY 33.44' 28.24' � (3 ON CUR � ON CURVE 0 t 4 V V M C9 w C9 W M r��� W v= T • ° O • co co r *00 N > O 00 co 3 O � 2Nd- � O� Issue C?� NN Ar X X " M + CL CL � � 8 N cV N V"` N N N N O J �': CNI U. e- VISOR � o A 362 v 0 0 0 0 41 1 0 0 N • 0 . 0 0 • . 0 . 0 271 • • • • • • • • • . • . • • . • . • . • . • . • • . • . • . • . • • • • • • • • . • • . • . • • . • • . • • • • • • • • . • • • • • • . • . • • • • • • • • • • • • • . . . • . .•••• . . .•.•• • . • • • • . • • ••.. . N . . . . . . . . .382 ? CF!ll- I A T ND/?T/-/ FLot uAc MIN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • � • � • • • • • • • • • • • • • • • • • • • • • • �_ • • � • • • • • • • • • • • • • • • • • • • • • e • • s • • • • • • �•- .a.-,_ • • • • • • ` _ • „ i_ • • �- • � �_ • i �_ • �- + • _� __ • �� i ^^ • _ • • • • • • • • �_ • ,�,L .L�, • �.+� • , -1,-'i' 1,i" - r • • • • • • • • • • • • • • • 360 . . . . . . • • . • • • . . • • . • • • • • • . . • • . • • . 0 . -M - 0 0 0 0 0 0 0 # - O# 0 0 0 0 0 0 0 0 0 0 0 0 * 4 0 a 0 0 0 0 0 # # 0 0 0 0 0 360 +d 1.9 a • �- e E e • I qA-1 -/T� J '` /� +12 a DE&GN A 0 K INk PROFL • �•O. 1 a041 /NE• PROF /LE S � • • 358 fee :004 • • to 0 • • • • • • • • • • • • • • • • • • • • • . • • . • • • • • . • • . • • • • • • • • • . • • • • • • • • • • . • • • . • • • . • • • • • . • • • • . • • . . • • • r • • • • • • • • • • • • • • • • • . • . r • • • • • • . . . 358 15+00 16+00 1 18+00 19+00 20+00 21 + 00 22+ 00 23+00 24+00 25+00 NORTH FLOV&INE PROFILE 32.43' 32.43' 31,42' N CURVE N CURVE (� V U �� V NCURV 6 L In M W m m .M W ' m Q� W• -. r*,.ui OHO tOD �• �" L NTons, Qb co C.4 tl� � 00 + Too' N Li U. 3 6 2 • • • • • • • . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . • . . . . . . . . . . . . . . 3 2 . . . . . . . . . . . . . . . . . EXIS1 NG G OUND •PROF /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . l� . . . . . . . . . . . . . . . . . A ;r SOUM FLONL/NE • . . . . . . . . . . • • • • • • • • • • t • ` • . • „ • • • • • � . � �.� �. � �� . "'�• . i ~ • . •,,,.•...•• e• • �• . • � �� e rr• •. • "�•� • . • • . d . • A © . . . . . • . • . • . • . • • • . • • • • . • . • • . • • . • � 410.010 • ter � ..•� •�• •sly �••� . ••r• err• ••ru • IM••M •�~ &-w "mono wa 4� ft "o ter,,,,,,, '�P -- • i �O•2OX • • • • • • • • • • . • • • Ci woo i 360 • • • . • • • • • • . • • • • • • . • • • • .360 • • • • • • • • . • • r • • • • • r••"N"o • • • • • • • • • • • • • • • • • • l p • • • • • • • • • • • • • • • • • • • • • • • • • -- --• --- - -0.20 • +0.,L 10/0 c¢fi/ � DESIGN FLO� /NE PRO�L£ .44*0 • 1 a OwLIN£. PROF /L£ e • + • � If . . . . . . . . . • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358............................................................................. ............................... • • • • • • • • • • • • . . . • • • • • . . . • • • • • • • • • • • • • • . • . • • • . • • • . • • . • . . . • • • • • • • • • 3 5 8 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 DAYS V wu- LL w0 0 a 2 Q w W(�w� mp=g CURVE z wow¢ wwWWwW U. r.. Z. M �mHC> a. cl 0 2 �gx 0+� m�� Lc) C/) (0 ° I-� / Imo-- O�"� zww[� L r. z ww= J� =Mzm 2w�W W w�� O r., �' =�= N 35-00" u Z Z w co C3 40.00' �z��caoczp� --° w Q� w 3° z w 0- U) Liu C) (6 Q Z Q zzWa.�zz0� L LL C/) (D tnZ� p!00W =a W W>- 0 C/) � H uu WLL v�_ F- u ZZ =0Z80OLL' N W t� Cl 0 z ~ a �JZ ( o Z °ZD Jgz> z�QW000 O N w a w p C6 LL Z W Z� =0 Z aaO - F~ - w pwo = aWW ~ °~Z - r r N CC� p W 2 C 00 ?� W W CA ,/ d O � a Uwj�Q�LuF) 0 U wzcl J� r OL z< J O= a' T° d f- V) =�1- Q> -j 0 z�wt=�Z =��� �QQ > >- 'Cw�ua,- W wO2 a�Qw F- Qw����� W ��.Z_an -ate Lu 0 > 00i zeeCC cA am.. 00 m<2 REVISIONS APP VED: FRED W. PORTER DATE RCE 33448 MAR-IAN P. SHAW DATE RCE 32178 -N- HORIZONTAL: 1�= 50' VERTICAL: 1 "= 2' TEMPORARY TURNAROUND EASEMENT BY SEPERATE INSTRUMENT TEMPORARY TURNAROUND EDGE OF PAVEMENT I INSTALL RW W31 (CA) W /OM4 -3 ' � (RO L TOP C &G) C3 ON SINGLE POST `- I _ - � 'rn 2" AC OVER 6" AGG. FUTURr C S R COMPACTED NATIVETO PHASE F H�Sr 95% MAX. DENSTY PER C.O.B. STD. DWG. T -14 TEMPORARY TURNAROUND CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 26.84' 14.12' 43'56'44" C2 35-00" 26.84' 14.12' 43'56' 44" C3 40.00' 187.02' 41.50' 267'53'28" SCALE: 1" = w a 0 W 0 W m W CL ��m � W W W W ui � � � o U. a o a ��NEER > U 06 N r Z Q Z � W Z � � W � F- O o - z � N Z � � m r-- � CN W W � � 0 W N � U o �3 a N O � N N p Jd o T� w = > M � Ld ry Q01 o Cp cq V C � ~ o � Q0 JIM h- 3 Z � W O N t/� � > Q d W L C' a co DATE 07/30/2012 QO PA JOB No. 02 -1660E N SHEET cn Li Q w 0 QO � OF 10 SHEETS CONSTRUCTION NOTES 1 CONSTRUCT 4" TYPE "C" (ROLL-TOP) CURB & GUTTER PER C.O.B. STD, DW G ST -1. 0 1. 2 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 R W & BW 5 CONSTRUCT CHRISTY U-36 CATCH BASIN PER DETAIL ON SHEET 2 OR APPROVED EQUAL - --pS -- 8 CONSTRUCT HANDICAP RAMP PER C.O.B. STD. DWG. ST -19, ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - -EX. EP- - ADJUST ALL MANHOLES, CLEAN OU TS, VALVE BOXES ETC. TO GRADE. ``�CQRD DRAWINGTKACT 6786 PHAS61 BY: 'FRED W. POR_ TE R' RCE 33448 EXP, FL 8 +96.89 4 --zz -,(4 DATE 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) PROPOSED RIGHT -OF -WAY AND BACK OF WALK PROPOSED SEWER PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT 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 " C3 54.98 35.00 35.00 90'00'00" C4 162.57 500.00 82.01 18'37'45" C5 107.88 520.00 54.13 11'53' 11 " C6 156.07 480.00 78,73 18'37145" C7 26.67 20.00 15.74 76625'00" C8 142.19 800.00 71.28 1011'00" C9 111.95 820.00 56.06 fame 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 6110 004'51'09" 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 42.99 268'3935" 25.39 35.00 13.28 41'3336" 8C21 2 29,19 35.00 15.50 47'47'07" C23 55.91 800.00 27.97 fame 04'0016" (PRIVATE STREET) ELI AVEN CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD. COMPACTED TO 95X MAX. DENSITY 0 m 60' 0 m LANDSCAPE _j L � � • > > add AREA 5.0' WIDE SIDEWALK 5.0' WIDE SIDEWALK 2-- �° 2% MIN -4X MAX 2X MIN -4X MAX 2� REVISIONS APPROVED: FRED W. PORTER RCE 33448 MARIAN P. RCE 32178 ►�L'1 "-- SEE PLAN VIEW FOR -`"'1 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN, J/ CURB AND GUTTER PER UNDER CURB, GUTTER C.O.B, STD. S -1. (60" Wi DE) do SIDEWALK AREAS TYPICAL PRIVATE - DATE DATE HORIZONTAL: 1"= 50' VERTICAL: 1 "= 2' V CROSS - GUTTER • • • � o� . • • . .. .. .• • • .• .. . .. . . .. • • ♦ . . .. . . .. . . .. . .. .. • . • . ' .. .. ... .. ... .. ... .. ... • .. ... . . ... .. ... .. • e . .. • .. ... .. ... .. ... .. • . . .. • . . .. .♦ . . .. .. r .. • . • .. . • � .. + i .. .. . ((.� ► . . .. 5 r .. • • . . . • .. +. .. . p .. . .. . 3 .. .. . ... . . . .. . .. .. . .. .. . .. .. . . .1. . • • .. . . . • . 1 I E... . . S ... . / �..• . N .. . . • • .. . . . . . • ... . . . ... . .. . • • .. . . . • . . . . . . . . • • . . . . . • . . . .. .. . • • .. . . • . . . . . . . . . • • . . . • l. . . -. . . - . .. . .:. . . . .. . . . . . . . . .. . .. . . . .. . . � . .wl_.. � . , •. > . .._. . . , . . . . s. . . . . .. f . . . • . .. . . . . - . .. . . . • . .. . L . .. .... r . . .. . . • i . .. �. ... . ._ -- . . . . . • • . . . W . . . . . . C 9 . . . . . . • i . . . � . .. . .. . . . : . . . . • ♦ • . .. . . .. . . .. . . .. . . . o • . � . . • . .i •--- . . . . . . • . . . . -- . . . • .. . . . . . .. . • . . . . . . . • . • .. . . . .. . • . . . . . . . .. . . • .. . . . . . . . . . .. . . . . .. . .. . . . , . .. . • .. . . . � . .,,.- .. . • .. . . . . .. . . . . . . • • . . . . . .. . .. . . • . . .. . .. . . • .J ./ .. . .. . • . . .. . . .. . • . . . . . .. . .. . . • . . .. . . . .. . . • . . .. . . .. . . • . . .. . . . . .. . . . N • . . .. .. - . .. . . . • M .. .. . .. . , . .. . . . . • . . . V . � . . . . . . • . , . cd . . . O . . : ' . . .. . . . • .. _ .. . . . . . . . . . . • . . . . 4 . .. I b . . . . . . .. • . . . LJ . . .� . . . . . . . . .. . . � . . . . • . . . . LJ i. . a . . . . . . • . .. . . . . . . . . . . . . . f . .. . . • . . . . . . . . . . . . . . . . . ♦ . .. . . . . .. . . .. . . . . . . . , .. .. . . . . . . . . . . .. . .. . !� "• .. .. . • . . . � CL 0 0) 0 m to V O � c 00 0) U c M am 0 V a m I► r to Z 11 0 �me ..� . = 11. P�w 0.2 M 00 If 0. If w 00 0, W O . ui If 04 � a :R=ffl 00 00 D 4 ci w TWO O 0 0 ° 46 W. 00 oo -00 + X X + N + 362..+..: p"), • • ,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 .. . . � . � . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . f . . N ... • . • .. . . . • . • - . 362 • o • EX/ST/NG GROUND RiF Gd f . . . . • . . . . . . . . o N �OF /L • . • • • • • e • • • • . . • • • • • • • r" • . • • •n • • • • • • • • • • • . • • A f • NCRfW F10KNE • • • • • • . • • • f • • • • • • . � , • • • • f • • . 41 0 0 laws � 360... *00 . . . . . . . . . . . . . . . . . � • . V 0 0 0 0 . . . . . 00 *c2. . . . . - . . . . . . . . . • . . . . . . . . . . . . . . . • . . . . . . . • . . . . . . • . . . . . . . • . . . . 4r o : 6 . . . . • . o . . . . • . . . . . . . . . . . . 3 6 0 +0.22% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EFL OW/l V� PRORLE . . . +0..22X 358o*9. . . + 358 +. • . 2 +0.25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a-0K./NaC RRORLF. • . 356. . . . . . . 41 0 0 0 9+ 00 10+ 00 11 + 00 1.2+ 00 . . .1.3+ 00 . . . . . .1.4+ 00 . . . .15+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . 356 16+ 0 0 17+ 00 18+ 00 19+ 40 20+ 00 21 + 00 22 +00 23 +00 NORTH FLOWLINE PROFILE 54.98 """ ..� . � -... _ assume - --- -•-- . ON CURVE . . suffuse ... .� . �.�.. ...r. �_ �� _� N CURVE ON CURVE CO onesse CJ to co (0 00 OT70 04 W 0 �- m � W o0 m 00 W 00 0 2 • . • • . • • • " I • . f • o . . . • . . . • . . . • . . . . • . . . • . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . • • . . . • . . • • • � y . . . • • . . • • • • • . • • • • • • • • f • . • . • ♦ • • • • . . . . 0#00 f • . • 3 6 2 0 TOM* 0 U. 0 0 *-"w 6 0 0 0 6 0 0 0 0 0 8 + " N � FX/SMV GROUND PROFILE , ""jO 0 qMMM` "A r 00 7 Al. 0 k?l Vt Mmmme ------ mal • Aly • �- Moffat . • O -, 3 6 -� 41 . . • . • o • • o • • . • • • 3 6 0 0 .000M fr� "wow ommalp. w • • •ir..• • • .r mus, Mumma Minimum momp so • "or* mumm"Ma e . I • • clom /RE PR OLE W x a. 358 ' � 58t m °- • . • . . . . . . . . . . . . • . . . . . . . . . . . . . . . fee :0106 . . . . . . . . . . . . . :00* . . . . . . . . . . . . . . . . . of* . . n . . . . . . . . . . 358 04 0 0 mmmM:r0.0(, 407 Lh A 4 + c 4M C4 a n M K4VE PR7 /LE . . . . • . . . . . . . • f . • . • • . . • • • • • . . • . . . . . • . a, • . . . . . . . . . . . . • . . • . f . . . . . . . . . . • . • . . • • • , . . • . • • . . • f • . • . • . . . • . • . o • • . . • • . + c; . Joe • . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O to (t t0 .- CO o . 7 N N i C. . CROSS - O U TER . 0. � r 356• . . . . . • . • . • . . • • • . 0 . • • . 9+ 00 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 1. 6+ 00 . . . . . . . . . . 10 7+ 00 0 . . . . . . . . . . 1. 8+ 00 . . . . . . . . 9+ 00 . . . . . . 20+ 0. so 41 . . . . 21 +00 . . . . . . . . . . . 22 +00 23 +00 40 . . 3 5 6 SOUTH F PROFILE C.� 01) Lo co cn O L r W Z o r- W M cl) Q >v 0 05 i 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. OCONSTRUCT 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 11 EITHER SIDE TO 959 MAX. DENSITY) O5 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. HORIZONTAL: 111= 50' VERTICAL: 1 "= 2' UIm 34.27' ON CURVE � W V7 co � p 0 tq 00 O m m co 00 10000 0 0i 00 8 Von U m W t�J 00 0 tD 00 + o O 9 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.S. STD. DWG. T -1. -C:- INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER) R/W & BW PROPOSED RIGHT -OF -WAY AND BACK OF WALK - - -PS- - PROPOSED SEWER - - -Pa- - - PROPOSED STORM DRAIN -Ex. EP-- EXISTING EDGE OF PAVEMENT (PRIVATE STREET) CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRO. COMPACTED TO 9590 MAX. DENSITY i;.ECORD ING AC-T 6796 PHA45E, .1 8Y,w FRED W, PORTER,, XCE 3,3448 EXP, DATE co W no " 00 00 a +0 .- + N M FRED W. Pf RCE 33448 MARIAN P. SHAW RCE 32178 U m cm Os Os r o, 3 6 2 . . . . . . . . . . . e . . . . . . • . . . . . . . . . . . . . . . . . . • ♦ • • • • . • • • . • . • • • . • • • • • • • • . • . . • . . • . • . . • • . • • • • • • • • • . . • • . . • • • • • • • • • • • • • • • • . . . . . . . 362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • • • • , • . • • • • . . . . . . • • . • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . • . • • • t . . . . . . . . . . . . . . . . . . . . . . . . . . • i • . • • • • • • • • • • • • • . t • • • • • . • • • • 0 41 / 360: . . • • . . . . . • . . . • ! • . . . . • . . • . • • • • . . • • • • • • . . . • . . • . . , • • • . • • • . • • • • . • • • • • • • . • EI N S 1"VV0. GROUND PROF /LE . . . . • . . t ! . . i . . . . . . . • . . . . . . . . • A T NORTH F40#L /NE i • • • • . r • . • • t . . • • • • t ♦ • . • • • • • • . • . -�6 `�` v_ _A _6 t . • • • • • . • • • • • • • • • • • • • • i • • • . • • e • • • • • • • • ! t • • • • • • • ! • • • . • • • . • • i • ! ,• • • e �_. �„/ . • e • • • • • • • • -"" �� • + • _..�. _,,,._•...._. „_„_, `1 ..�... ---� �.�.. 0000 -0000.- --- •---- --- ---• -�- --- 1---- """► • • s • 0000 ~" r �� i� ..rr.� r.+ �. • o.68% +0.20 DESIGN FL•OKINE PROF /LE t • a 0 • • • . • 0 • It • , • • . ! . . . . . . • • • • . • . • a, • • • • . • . • • . • • • . . 358 358 .. . . . ......... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NORTH FLOY&INE PROFILE CURS 0) ` O t 00 0 C13 00 0i 00 0 CID Lo 00 i� co W MO 000 p +0 *0 vess"ut LJ 00 M M Q m W* c? LO v� Go M7 M .................. ............................................................... ............................... 362 362... • . . . . . . . . . • . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . • . . • . . 360 I . . . : . . . : . . . : . . . : . . . : . , : . . . : . . . : . . . : • . . : . . . : . . . : . . . : . . . : . . . : . . , : . . EX /SniVG GROUND, PRORL : . . : . . . : . . . : . . . : . . . : . . . : . . . : . . 360 • r • . • . . • • • • • • • • • . • A T SOUrH rL omu E • • • s • • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0,20% • OMOWN • • • • • • • • • • ��.... • • • • • • • • gpx • . • • �~ q.r . . . . . . . . . . . . . . . . . . . . . amonow . . . . . . . . • . . . . • . .+.- • • 40.M"1001010 sb duo" ommum t� .• • . moment, rte. .W:. � w amommoms � DE FL • � 358. . . . . . . . . . . . . . . . . . . . . . . . N WE h . • . . . . s . 358 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 34.27 ±20.00 23.08 9§11101 1 " C2 26.67 20,00 15.74 7625'00" C3 416.72 370.00 233.59 " 6411#42* C4 371.67 1 330.00 208.34 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 95047'06" 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 19'1832" C13 161.76 480.00 81.65 1918+32" C14 175,24 520.00 88.46 19618'32" C15 168.50 500.00 85.06 19'18'32" C16 32.97 20.00 21.61 94'26'28" C17 30.26 20.00 18087 86'40'47" -7 -�?cossss / z DATE 5.0' WIDE SIDEWALK i� t' 2Z WMWNN 41- W LL W U- M EL_ ta0 w0u) Wpuj „. moJ Z � WWOW Q ��� Y w0° =z'W'= o° so, m a z�ZwLuX: m Wm0 mC,0 z > UL 1'- L zo 'z i� ui rt 21' 21 9 zw'W"W0g Q2 Wee_ JV?_ ZQ gwt-W-Jizsu. W =O :2%:* DSCAPE- F- Prn?��o`�� p�- W �- z Q Z Q W 5.0' WIDE SIDEWALK a W X: W z MAX 2 IN- °°Z ~23: MIN --49y M 49C MAX -- C] w _u -s0z w j \---SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.S. STD. S -1. (60' WIDE) & SIDEWALK AREAS qq_TpFFT-,qirr%_0nr)m V cr.j W V W 0_ t0 m t7� tD 4 O C'4 t0 t r*,%. kn + V000" Aso + � 410000 co q* (PRIVATE STREET) LLJ CJ Wv a 0 0� coo noa °oa E-- W W>-W�Zt= � uj > 0 nc W cn o Lu V?���ZW 'm se p��m D Q a Z 0WpWW W JF =00 Z 0 W W W it 0 O QW Q z W. W7 w0zz =z V o� w V W�zm ZZO WW'W c� ..� Lu LLJ m 9 mW > 0 g 0 aItWIz4Wu,0S2 8:' u- OG QUO =Qa.a1 -0 to =WI -e� W> -im0 0 m w= CD z Q� 0 0 z0 =��L'j WLLW W = z a Q _ W W m !;? W © W Cf! m38z_'3g*m WW0aWZ�t�l3 >� 5' S 1 r UTUR r LOT FUTURE LOT I I � HORIZONTAL. 1 - 50 DATE CONSTRUCT 0.20 A.C. PAVING OVER _ VERTICAL. 1"= 2 w � 0.40 CRUSHED AGGREGATE EASE OVER 1.0 NAT. GRD. C/) LlJ z • r COMPACTED TO 95% MAX. DENSITY .- CV W m c! 32.43 33.44' - � OC z N CURVE V C� \---SEE PLAN VIEW FOR 4" TYPE "C" ROLL TOP STRUCTURAL SECTION COMPACT 6" MIN. CURB AND GUTTER PER UNDER CURB, GUTTER C.O.S. STD. S -1. (60' WIDE) & SIDEWALK AREAS qq_TpFFT-,qirr%_0nr)m V cr.j W V W 0_ t0 m t7� tD 4 O C'4 t0 t r*,%. kn + V000" Aso + � 410000 co q* (PRIVATE STREET) LLJ CJ Wv a 0 0� coo noa °oa E-- W W>-W�Zt= � uj > 0 nc W cn o Lu V?���ZW 'm se p��m D Q a Z 0WpWW W JF =00 Z 0 W W W it 0 O QW Q z W. W7 w0zz =z V o� w V W�zm ZZO WW'W c� ..� Lu LLJ m 9 mW > 0 g 0 aItWIz4Wu,0S2 8:' u- OG QUO =Qa.a1 -0 to =WI -e� W> -im0 0 m w= CD z Q� 0 0 z0 =��L'j WLLW W = z a Q _ W W m !;? W © W Cf! m38z_'3g*m WW0aWZ�t�l3 >� 5' S 1 r UTUR r LOT FUTURE LOT I I � HORIZONTAL. 1 - 50 DATE CONSTRUCT 0.20 A.C. PAVING OVER _ VERTICAL. 1"= 2 w � 0.40 CRUSHED AGGREGATE EASE OVER 1.0 NAT. GRD. C/) LlJ z • r COMPACTED TO 95% MAX. DENSITY .- CV W m c! 32.43 33.44' - � OC z N CURVE V C� ON CURVE V t� V c�, t'�- OC C'� ow 0 . C/) � �5 to ,'N m� W0 tD mp Wp - 0_ Q cc © CO �J �'�► t tD�pp m0 6 cn t0 � �''� tip r' 2 w 5z �,,� !-. I j . o EX/ST/NG GROUND PROF /LE O nj �' +p a 0 z •ac DODO r- N A T wsr FLOWIJNE + x W OL 0 + (PRIVATE STREET) LLJ CJ Wv a 0 0� coo noa °oa E-- W W>-W�Zt= � uj > 0 nc W cn o Lu V?���ZW 'm se p��m D Q a Z 0WpWW W JF =00 Z 0 W W W it 0 O QW Q z W. W7 w0zz =z V o� w V W�zm ZZO WW'W c� ..� Lu LLJ m 9 mW > 0 g 0 aItWIz4Wu,0S2 8:' u- OG QUO =Qa.a1 -0 to =WI -e� W> -im0 0 m w= CD z Q� 0 0 z0 =��L'j WLLW W = z a Q _ W W m !;? W © W Cf! m38z_'3g*m WW0aWZ�t�l3 >� 5' S 1 r UTUR r LOT FUTURE LOT I I � HORIZONTAL. 1 - 50 DATE CONSTRUCT 0.20 A.C. PAVING OVER _ VERTICAL. 1"= 2 (i Z w � 0.40 CRUSHED AGGREGATE EASE OVER 1.0 NAT. GRD. C/) LlJ z • r COMPACTED TO 95% MAX. DENSITY .- CV W m c! 32.43 33.44' - � OC z N CURVE V C� ON CURVE V t� V c�, t'�- OC C'� ow 0 . C/) � �5 to ,'N m� W0 tD mp Wp - 0_ Q cc © CO �J �'�► t tD�pp m0 6 cn t0 � �''� tip r' 2 w 5z �,,� !-. I j . o EX/ST/NG GROUND PROF /LE O nj �' +p a 0 z •ac DODO r- N A T wsr FLOWIJNE + x W OL 0 + • � O o Vow 00__00_ ____ ...�- --_0000 M N 362 . . . + . . . . . . . of • . . . . . . . . . . . . • . . . • • • . • • . • . I • . • • • • • . • • • • . • • • • • . • . • • • . • • . • • . • • • • • . + . • • • • • loose, • . . • • • • • • • . . 3 62 . � . . . . . . . . . . . . _....,... . . . . . . . . . . . . • • • • • . 4 6 . • • . . . . . . . • • • . • . • • . • . • . . �f• . . . _. ...r . . . • • . • • ♦ • . • • • • • ! • • • • • . • • . • • • . • • • . • • • • • . • • • • . • • . • • • . • t ,0000.. f,7 . � A. 6/6 • . . • • 36 0 0000... , 0000.. 0000 - . �..._ _ : - • 0000... 0000 0000- +0:20X •- o, 20X . .�....•...... ..................... a ©i-s/GnV F�ar�.iN�- PRaK 7L E ♦•.360 (+ 0, 20�) o . DESIGN FL OWL /NE PROF/LE • . 358 : ! • • : .0 . : • • . : . • . : . • . : • • . : • • • : • • • : • • t : • ! . : . • . : • • . : to • • : t ! • : . . . : . • • : • • • : • • • : • • • : . ! t : . • • : • • . : • • • : • • . : 3 5 8 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WEST FLOWLINE PROFILE 32.43„ 28.24'- V �V ON CURVE 0 CURVE C.) .tom` C� V V � m0 V ° m -: pW .V� O Z m � m t� '` W ©m 0) � 0 W O 0_ N7 ,,n M � 0) EX /S1TNG GROUI1fD PRt F/LE ; O p O m C� p t N P'. O Ca _ W 0 � � d; . 0 A T EAST F oxINE N +� o � � x •aC 00 co � M 40 - -r --' mes q I-- 0_ o Nn _ 0000.- - - .0000.. - - - - � --M awesome '`� 0000_ r.. tD� p M ' J r*-. 00 cn 362 .... to ....+ ................................ o ...... ............................... N 0000.. ...........- 362 �,,,, . . . . . . . . . • . . . 0000 • . • •� .I.rm .••il� au UM +w'.rr' :�"'� �~ . . . -' • . +0.20% , • • . . -0.20X. . °!� , •»I•�% 2 ,••I_ r,,,,,! 360 . . . "m, ' 0000.. -- -.- 0000...•- . . . . . . . --- Is A . . . . . . . . . . .. . . . . . 00 00x,11 . DES /GN FL DI CINE PROF /LE . . • • • • . . . . • • • . . • • • . • . • .�/• 360 • +0.20X) 4 : ...0• v ole . • . DE310V FL 0K1NE PRO,/ 358................. ..................... ............................... ...................,..•.....358 11+00 12 +00 13+00 14+00 15+00 16+00 17+00 EAST FLOWLINE PROFILE (i Z w � 0 M 0 Lf) co c.l C/) LlJ z • r 0 .- CV W m c! �C > O r- � 4- C/) � stn LL, Z 2 m N W W .j..; � � 0 z p „ . Z W co N �M W N � O O 04 0 400m) ui a 0 W W W o Wm W a. z � m � WWI W oWC LL a g a J 3 > V 0. W h d b�, � CN 06 U) Q co Lr) J = O Z � � Lu U j > F. O � w C/) � N � H � CN Z a w w � � < < 0 0 I I III N N N 04 p dd Ld > M CL Li rn 0- o c� a. V co W z :3 W 0 CL N LiJ 4. close DATE 07/30/2012 Q QO PA JOB No.. 02- 1660E N SHEET cn QO (W V J Q 0 OF 10 SHEETS PL 9,�5� CONSTRUCTION NOTES O1 CONSTRUCT 4" TYPE "C" (ROLL -TOP) CURB de GUTTER PER C.O.B. SM. DWG. ST -1. Q CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. O CONSTRUCT 12' WIDE CROSS- GUTTER PER G.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 95X MAX. DENSITY) OS CONSTRUCT CHRISTY U -36 CATCH -BASIN PER DETAIL ON SHEET 2 (OR APPROVES 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. HORIZONTAL: 1 "= 50 VERTICAL: 1"= 2' U nc c1_ %"a -F- (PRIVATE STREET) ' CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT, GRD. COMPACTED TO 95% MAX. DENSITY 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. �}-- INSTALL STREET NAME SIGN PER C-0-13, STD. DWG, T -- 1. INSTALL 9500 LUMEN STREET LIGHT (VERIFY TYPE WITH OWNER - - PROPOSED -- RIGH - T OF WAY AND BACK OF WALK - - -Ps- - PROPOSED SEWER - - -PD- - - PROPOSED STORM DRAIN - -Ex. EP-- EXISTING EDGE OF PAVEMENT U 0 III .cn It q* .Ln .co �U. REVISIONS APPROVED: FRED W. PORTER RCE 33448 DATE K(;L J21 18 0 00 0 cr " ac o0 V 8 d] �► tD II 4. 0.9 0. 0; w� m, 0: Z= 0. �M *"fn !� Qr• ion r�--� 8 + + + ca + != N N U. J L` 362 ............ iEXS .171V0 0 V O N D • f W C f f l L C . . . _ to . *0 . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . . . • . . . . 362 • AT NOR7H•FLOxwE • 360 +0. 35x • ..... ............................... .... ' +Q 2 360 +0.25% • • DESIGN FLOWLINE PROFILE . ...... ............................... ........ 358 o ' • ••♦••••.•• r.••♦•••••••••••••♦♦•••.•••.•••••.••• r•••••• •................r...Z... ♦ ♦•••• 358 9+00 10 +a0 11+00 12 +a0 13 +aQ 0. 14 +a0 NORTH- FLOWLINE PROFILE 54x9' d � u") ON CURVE � V try Boo oo m 10 co z m c� aj m V CL d Vn = � N co +d" C7� � ,dam„ . � M Ln ci CD to co + ct + + W) �-- N N •- sr r• J Li. 362 . . . . . . . . . . . . ♦ • • . • • • . . • • • * 0 6 0 * too *0000 • ' EXIS77NG GROUND 'PROF/ 6 362 �M�1. �• X1.1• •�I� .�li. • • , , • • • • , • -- 0-mm A T SOUTH omara . • F o# r/N •n•rr �•i • • • . . • • . . . . ; . . . . . . • r r . . . . ♦ . Norma . . . . . • . . . • . • • ;w.m moral "rq. wwn 'Moral R -i"► Towns, mmm =.•% n.rr am- an� o w w. mmmm wow wee a� .� .rte.. 360 . . . . . . . • . . . . . . . . . ♦ r . . . . . . . . . + 360 . . •r.+••• ..., -x;0.2 • 0.51% ' DESIGN Ft 0 Ot INE P R OFLE • • , 358 9+00 ........................... .......11 ..+0Q ........:...:..12 +a0 .:... :. ..:...:...:_...:...:...:...: 358 10+ a0 13 +Q0 14 +QQ SOUTH FLOWLINE PROFILE -am CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 1 13.70 35.00 6.94 22'2535" C2 19 7, 26 84.00 200, 55 134"32'52* '41" C3 54,79 35,00 34.81 C4 38,46 35.00 21.43 6257'52* C5 8.02 42.00 -- 256*30'02" C6 7,09 t27,64 30.00 3,56 13' 2'10" C7 20.00 16,54 7 •11' " C8 3.26 20.00 1 21.94 9517'37" ix C) W 00 N� him C FAMP1AI FA 0qwmWh.,A1 m m 60' Of r� U m w 1' A REASCAPE 27t 1' 5.0' WIDE SIDEWALK .._ 296 MIN-4X MAX 2 MIN-4% 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.S. STD. S -1. Leo' WIDEN & SIDEWALK AREAS A TYPICAL PRIVATE T- N l (PRIVATE STREET) CONSTRUCT 0.20' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.0' NAT. GRD, COMPACTEp TO 957E MAX. DENSITY X1,11 ,IV N�k HORIZONTAL: 1" = 50' VERTICAL: VON* ON 2' ui Q v W mom W rte' d 0 W a. z ;3 0 m �. w w Q C w W � LL t� 0 � ag Q LL o. o a \ *ER > ®� W CSI 06 0 r- J t�3 cr) CD F� CN co 0 0 F� 0 _0 N 0 N N N o � N o � � bi M d. Li _ 40 0 0- f � 4VMW v V F-- 0T U) � Z CL Q N- DATE 07/30/2012 PA JOB No. 02 -1660E SHEET N W Q 0 OF 10 SHEETS U �wo000 °� 00 Voo a,; a. v; c-- z o 0 c a O0• ,�, M w = ~z cnu.F- Zvs�F- .¢ � i" . co cQ wW -�v-, � Lu z Lu i _Z �- `- N Ln pe) C'7 Q 5.0' WIDE SIDEWALK X + In Z p ce o�0 oc Zoo � zz>- -w Uz~Q to U6W se u0i zz a 6cz008w L U� . N c� Wow� 8W,iu>w ,� C0 CL 0 WON` + C4 r + C4 r a p�zg/�J0Za> Z 2? C) co + e- ¢w= ¢W a,,- Oa 0. ♦L N w r 04 N M W W r � N tr =W Z- m Z Z V w-wWU6 (3.ult o ti a�v� �owu,�?�7 N � �- 6 32.......... trI ¢wwW� z-�O ,,, �`'a� =H O - 0 F- X SnNG GROUND PROFi'LE E /..............•.. •• t�l3Z< ZI- >a LLJ U- ¢0� > O LLJ w< p o w ♦Ao ;wSr on Owmc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 ~. ' ' ' • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . .� . ': . . . .--r .-.. -_ : '� . . . `'�` • ' 360 o r . . ...... .�.. 360 ' +0.25% cry +0.25'x................... DE'S /GN fL 0K1A!E PROFIL E . 358 ' . ..•.....•......... r....... ••............................. .....•.................:...:358 10 +00 11 + Q0 12+ 00 13+ OQ 14+00 WEST FLOWLINE PROFILE 54,79$ 00 tr QD 80 .d. e V� �„� ON CURVE V00 c� o co x _ i 00 0) 0. p !- + N Q) 00 r 362 ........... `V . EXISMW GROUND PROFILE ................ A T EAST' f Z Ohl /NE . . . . . . . . . . . . . . . . . . , " . . • 3 6 2 err a. Gov,=r "ro . . . . . . . . . . . . . . . . . . , . . . . . . 360 . ..�. raorw . . . . . . . . . . . • wm& •omw • • . . • . • . • . . • . . . • . • . • . . • • . . . . . • • . . . . . . - . . . . • . 360 Nww. • • • • • • r r • • • • • • • • • • • • • • • • • • • • • • • +O••'"- 22 r • • • • r • • • r • • r • • . . • • • • r • • . • • • r • • • • • • • o • • • • • 0 0 DESIGN . a 0*f I/VE' PROFILE . 358 :...: � ...:...:...:................... • 358- 10+00 11+00 12+00 13+00 14+ 00 EAST FLOWLINE PROFILE - _ ui Q v W mom W rte' d 0 W a. z ;3 0 m �. w w Q C w W � LL t� 0 � ag Q LL o. o a \ *ER > ®� W CSI 06 0 r- J t�3 cr) CD F� CN co 0 0 F� 0 _0 N 0 N N N o � N o � � bi M d. Li _ 40 0 0- f � 4VMW v V F-- 0T U) � Z CL Q N- DATE 07/30/2012 PA JOB No. 02 -1660E SHEET N W Q 0 OF 10 SHEETS U w�- LL_ w EL w o os ■ �z Wow¢ z�w �Wcfj c-- z o = o X 8 6,;e ,�, M w = ~z cnu.F- Zvs�F- .¢ Ln C/) .� Q �c01) a Z U 0 -3 =� �_zm W L wW -�v-, � Lu z Lu i _Z �- `- N HF'U) 2tr�� U o C'7 Q 5.0' WIDE SIDEWALK w ca Lu 0M z z� w CL 1uu TO: 80 ZID .� V w In Z p ce o�0 oc Zoo � zz>- -w Uz~Q 4= U6W se u0i zz a 6cz008w L U� . c� Wow� 8W,iu>w ,� C0 �z0 WWrn 0 m N �zOwoo _Z � 0 § °Capw *.1 (AD W a p�zg/�J0Za> Z 2? C) ¢w= ¢W a,,- Oa 0. ♦L N w W c) W W w� Z OZ OxZwL x U¢ M W W tQnu�yi CL 0�z �o LJJ0Zx zE�LdoW r � N tr =W Z- m Z Z V w-wWU6 (3.ult o a�v� �owu,�?�7 N � �- trI ¢wwW� z-�O ,,, �`'a� =H O - 0 F- can =v6 F=- 0 Z- cCn�W2tZ� ;Q0: t�l3Z< ZI- >a LLJ U- ¢0� > O LLJ w< p o w C�mw�jU 2 LwuL� Mi Q W W`ZJ -�jm W Z W W ui Q v W mom W rte' d 0 W a. z ;3 0 m �. w w Q C w W � LL t� 0 � ag Q LL o. o a \ *ER > ®� W CSI 06 0 r- J t�3 cr) CD F� CN co 0 0 F� 0 _0 N 0 N N N o � N o � � bi M d. Li _ 40 0 0- f � 4VMW v V F-- 0T U) � Z CL Q N- DATE 07/30/2012 PA JOB No. 02 -1660E SHEET N W Q 0 OF 10 SHEETS