Loading...
HomeMy WebLinkAbout1.1-6853 1-6REVIEWED BY: yam--- TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE 0 REVIEWED BY. i GREENACRES 5$ 1 I MAX T GREENACRES DR. Q GREENAC ES � � OLEO m U-i HOLLAND ST. ENDER ST, VICINITY MAP 10 NO SCALE °Of a �- w LeJ PROJECT SITE 29 SHEET No. INDEX "' " """ "" BCR— BEGIN CURB RETURN ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE OO TITLE SHEET noJncENr n SHALL BE PI APPROVED B MATERIALS LIST IMPROVEMEN BEGIN VERTICAL CURVE EVC— ESTIMATED QUANTITIES FOR PLAN DEL TORO VIEJO ROAD BDRY— CHECK AND INSPECTION FEE CALCULATIONS. TELSTAR AVENUE THIS SHEET ONLY OO NOT TO BE USED FOR BIDDING PURPOSES. OO PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE COLLECTOR STREETS (ON —SITE) 19190 LF RAUL M. ROJAS R.Q.E. 39880 0.30' A.C. /0.40' A.B. (EL TORO VIEJO ROAD) 41,190 SF Os LOCAL STREETS 9,420 LF WOLF RIVER AVENUE 0.20' A.C. /0.40' A.B. (LOCAL STREETS) 3189300 SF STREET LIGHT WITH 6" CURB AND GUTTER 169995 LF is 6" THICK DRIVE APPROACH 23,200 SF COURTLAND AVENUE & McINTOSH WAY 4" THICK SIDEWALK 56,300 SF u is SURVEY MONUMENT ENCASEMENT 24 EA EL TORO VIEJO ROAD SIGNAGE STREET NAME SIGNS 28 EA BENCHMARK USED: STREET NAME TRO) 4 EA EA / TRAFFIC CONTROLNSIGNMS 9 TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP WHEEL CHAIR RAMPS 28 EA BK. 45, PG. 108 STREET LIGHTS (5800 LUMEN) 24 EA (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD) STREET LIGHTS (9500 LUMEN) 3 EA CROSS GUTTERS (12' WIDE) 1 EA ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) SAWCUT 21050 LF CATCH BASINS 14 EA BASIS OF BEARINGS: THE BEARING OF N 89'45130" W SHOWN FOR THE MID — SECTION LINE OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 27 EAST, M.D.B.M. AND THE CENTERLINE OF LANGLEY ROAD AS SHOWN ON PARCEL MAP 4572 IN BOOK 20 OF PARCEL MAPS AT PAGE 67 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN ON THESE PLANS. i GREENACRES 5$ 1 I MAX T GREENACRES DR. Q GREENAC ES � � OLEO m U-i HOLLAND ST. ENDER ST, VICINITY MAP 10 NO SCALE °Of a �- w LeJ PROJECT SITE 29 SHEET No. INDEX "' " """ "" BCR— BEGIN CURB RETURN FRONTAGE R OO TITLE SHEET noJncENr n SHALL BE PI M GENERAL NOTES IMPROVEMEN BEGIN VERTICAL CURVE EVC— OF KERN EN DEL TORO VIEJO ROAD BDRY— OO TELSTAR AVENUE THIS SHEET ONLY OO JONAGOLD CT. & WINESAP CT. OO GOLDEN DELICIOUS CT. &PINK LADY WAY OO SUNCRISP LANE OO RIBSTON AVENUE Os RIBSTON AVENUE STREET NAME io WOLF RIVER AVENUE it WOLF RIVER AVENUE STREET LIGHT WITH i2 BELMAC AVENUE 0 -�- is BELMAC AVENUE NUMBER is COURTLAND AVENUE & McINTOSH WAY j D CRISPIN STREET 14 1 u is BOLERO AVENUE CATCH BASIN n EL TORO VIEJO ROAD SIGNAGE AND STRIPING �m RoAO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �GND SERVIC UIHL HILL lRCC 1'6W'CC /'CODU AT LEAST TWO DAYS BEFORE YOU DIG LEGEND CL-- CENTERLINE DWY-- DRIVEWAY FL— FL.OWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN EC— END CURVE BC— BEGIN CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE EX— EXISTING BDRY— BOUNDARY N— THIS SHEET ONLY STREET NAME LEGEND �1 JONAGOLD COURT ti O WINESAP COURT �3 GOLDEN DELICIOUS COURT Q COURTLAND AVENUE O PINK LADY WAY CITY LIMITS LEGEND 229$5 1­4 02 47 48 49 50 51 52 22 �M SHEET INDEX NUMBER D w 41 40 39 32 3 0 z --- DIRECTION OF DRAINAGE < CONCRETE MONUMENT STREET NAME SIGN i ..- 5800 LUMEN STREET LIGHT WITH NUMBER 23 2 0 -�- 9500 LUMEN STREET LIGHT WITH NUMBER 78 1 ry 16 1 15 1 14 1 13 1 . CB7 CATCH BASIN w /NUMBER fl_ 22984 229$5 CB 02 47 48 49 50 51 52 22 23 46 45 44 43 42 41 40 39 32 3 33 3 22982 35 C #05 22979 T T22978 2 22976 24 25 2 26 2 27 28 2 29 3 30 3 31 3 32 3 33 3 34 3 35 4 i 23 2 22 2 21 2 20 1 19 7 78 1 17 1 16 1 15 1 14 1 13 1 12 22970 n nnn > >n B Bit7 LA- LL .j_ i � LLa ry lal 3 Lij - "- KEY SCALE: 7' =200' CITY LIMITS p z � z W cn �Q o Ld 0 -3: 0 w 0 LLJ mew -�zz z �z���o �D Y Q Q= Q U F- Z J Z Q%'po00� W 0 w�Q0p F- W Zw W t-- U = Q� W �m�QCW� fie zO V)WI.,..I QpC�U '. z -r Y cf) O ~mw��wm 1=-p �Op�� v o >�oQ o�v w UC�W Z L.Li F- W Dt-=- F —�Lj_OZU W QIii> - Z �tf)� Z J���Is1ZL�.IO CD ��(�Ww U �Z � L.Li WILDofDQ0 m W W ZDw Z Z W WoJQaQDw =zW� -WoQ:� D �_Dmmwmoo U Lu LL LL pEL w0(l) IM a _j t_0q-Z wauj;Q Z � 1u z,M �"' LLJ z �mZrZF'w¢� C3 ....... �-- w � 0 Wcf)Z:LuZ� >�� U) 0 � cy) 0w oz ;w(fjo zuwwc v0�Cat7 z 0 � uj °w 1=- •�¢zC0LLJ `�. 5 c 0 u.J =OW -T— WwU •� 0 :r LIJ WOOLLO ,`i Q� :DzZVOw 75 ci d -000w�[ �� U t7 w r C) z ��UtY_z �' w 0 <w0 - ti'�►O`�Z'00 ..w p -Ud 0 08 to zZ %A- CL -Z 4 � t�03:Sc, C)p 30CL Z , V)¢ Z+- wW— u X w >- > O — z = L Lil �- cf) 0 ce. eo a Z 0 Z 0 m LtJ ° Lu W LL F- p z+ r� cwiaLg0z> z O W 0 W<1— o 0 ✓tea 0 r w r� o 0- W GdOwWLuU- z< 0WzL ... � =pwC.�'�C� w ty i- z a- k w > ® rf) C) t... Z Lj_ 0 w �- z w < 0 -):c < C.) — W I.- Z WZ*_ L_ -!r cQ W C.) w<wj0wppuiU- LLMci?dQ wciJ_ o C0LLJ.� F-OUz-0 cr) 110 L1 �ZQww Z 0>- ou- W�w... <�O=c)0a.���- cjj_ ZZ p- Uc/)w= w <0 >5 �0 cwCi0L��uJam w <Q 0 J _ aLLwz >�co,-Q miDCQ0Zpzzww Qwo�w�3::it> PHASE 3 PHASE 2 (PHASE 2 PHASE 5 I� O d � w 1' 0 Irilo, 0 J W F- ayr p 4 k . e LL fI f.r''' Ls.. 0 w > firer �i CL L/ �%• jN\ . z z ,.. ` Lu w 0 > w L c' U. ° w Q G \\AEER ao tn ip cn La > C.) LL. 00 Ln 0 U 0 r z 0 w w 0 DATE � 08/28/201 N m PA JOB No. 2078B z : SHEET 0 ry s m coo 0 N OF M - SHEETS �\— loGS3 - "- KEY SCALE: 7' =200' CITY LIMITS p z � z W cn �Q o Ld 0 -3: 0 w 0 LLJ mew -�zz z �z���o �D Y Q Q= Q U F- Z J Z Q%'po00� W 0 w�Q0p F- W Zw W t-- U = Q� W �m�QCW� fie zO V)WI.,..I QpC�U '. z -r Y cf) O ~mw��wm 1=-p �Op�� v o >�oQ o�v w UC�W Z L.Li F- W Dt-=- F —�Lj_OZU W QIii> - Z �tf)� Z J���Is1ZL�.IO CD ��(�Ww U �Z � L.Li WILDofDQ0 m W W ZDw Z Z W WoJQaQDw =zW� -WoQ:� D �_Dmmwmoo U Lu LL LL pEL w0(l) IM a _j t_0q-Z wauj;Q Z � 1u z,M �"' LLJ z �mZrZF'w¢� C3 ....... �-- w � 0 Wcf)Z:LuZ� >�� U) 0 � cy) 0w oz ;w(fjo zuwwc v0�Cat7 z 0 � uj °w 1=- •�¢zC0LLJ `�. 5 c 0 u.J =OW -T— WwU •� 0 :r LIJ WOOLLO ,`i Q� :DzZVOw 75 ci d -000w�[ �� U t7 w r C) z ��UtY_z �' w 0 <w0 - ti'�►O`�Z'00 ..w p -Ud 0 08 to zZ %A- CL -Z 4 � t�03:Sc, C)p 30CL Z , V)¢ Z+- wW— u X w >- > O — z = L Lil �- cf) 0 ce. eo a Z 0 Z 0 m LtJ ° Lu W LL F- p z+ r� cwiaLg0z> z O W 0 W<1— o 0 ✓tea 0 r w r� o 0- W GdOwWLuU- z< 0WzL ... � =pwC.�'�C� w ty i- z a- k w > ® rf) C) t... Z Lj_ 0 w �- z w < 0 -):c < C.) — W I.- Z WZ*_ L_ -!r cQ W C.) w<wj0wppuiU- LLMci?dQ wciJ_ o C0LLJ.� F-OUz-0 cr) 110 L1 �ZQww Z 0>- ou- W�w... <�O=c)0a.���- cjj_ ZZ p- Uc/)w= w <0 >5 �0 cwCi0L��uJam w <Q 0 J _ aLLwz >�co,-Q miDCQ0Zpzzww Qwo�w�3::it> PHASE 3 PHASE 2 (PHASE 2 PHASE 5 I� O d � w 1' 0 Irilo, 0 J W F- ayr p 4 k . e LL fI f.r''' Ls.. 0 w > firer �i CL L/ �%• jN\ . z z ,.. ` Lu w 0 > w L c' U. ° w Q G \\AEER ao tn ip cn La > C.) LL. 00 Ln 0 U 0 r z 0 w w 0 DATE � 08/28/201 N m PA JOB No. 2078B z : SHEET 0 ry s m coo 0 N OF M - SHEETS �\— loGS3 PHASE 3 PHASE 2 (PHASE 2 PHASE 5 I� O d � w 1' 0 Irilo, 0 J W F- ayr p 4 k . e LL fI f.r''' Ls.. 0 w > firer �i CL L/ �%• jN\ . z z ,.. ` Lu w 0 > w L c' U. ° w Q G \\AEER ao tn ip cn La > C.) LL. 00 Ln 0 U 0 r z 0 w w 0 DATE � 08/28/201 N m PA JOB No. 2078B z : SHEET 0 ry s m coo 0 N OF M - SHEETS �\— loGS3 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT (326 -3049) 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86 --6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE LVUI SERIES LEO TEK GCI SERIES CREE XSP SERIES OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. COB STREET -IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT --OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNE USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIO FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER " VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM. LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LB S. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 9. 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. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11.' SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. P 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. 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. 14. 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. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. INSTALL BLUE MARKERS AT CENTERLINE FOR ALL FIRE HYDRANT LOCATIONS. COB ASPHALT CONCRETE PAVING NOTES 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS 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 AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(8), "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 LIST 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 SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG -THE LONGITUDINAL DROP --OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN- -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN- -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'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 CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. N0. DESCRIPTION (i ST -1 CURB ANp GUTTER (TYPE "A ", "B" AND "C ") ❑ ST -2 COMMERCIAL DRIVEWAY ❑ ST -3 SIDEWALK ❑ S7 -4 RESIDENCE DRIVEWAY ST -5 HOUSE NUMBER FOR CURBS �-- U�,,��� �- ST -6 PAVEMENT PATCHES ❑ ST -7 CROSS- GUTTERS El ST -8 26 INCH PART CIRCLE CULVERT 0 U) ST -9 STREET SPECIFICATIONS ❑ ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS El ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION w� °w�U 0L U'- tt � w(1)._fl ST -13 SURVEY MONUMENT ❑ ST -14 * *STREET LIGHT, MAST ARM TYPE U) ST -15 CUL -DE -SACS ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. NO. DESCRIPTION (i ST 17 WIDE CROSS GUTTER ❑ ST -18 MEDIAN CURBS (TYPE "M", "M -1 " AND "M --2 ") ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ST -21 REFUSE CONTAINER PAD �-- U�,,��� �- ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D -10 SIDEWALK UNDERDRAIN w o �U D -11 DRAINAGE BASIN 0 U) D -14 CATCH -- BASIN, TYPE "A" ❑ D -15 CATCH- BASIN, TYPE "A-1" z �� CO) D -16 GUTTER DEPRESSIONS El SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION N SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS w� °w�U 0L U'- tt � w(1)._fl T -1 STREET SIGN, POST TYPE ❑ T -3 MAJOR COLLECTOR TRANSITION U) T--12 MINIMUM ACCESS DESIGN U [s a U 0 w 0 to (i a z m Lu Wmw 'L w Lijab �xLL zr WIRE COLOR ASSIGNMENTS - z uaz E> ©. PIN �c= �zZ ,r % o LL- ZLuU,L z 01) to cZm uj � � �-- U�,,��� �- > N C,CCLC)oWwC� U r Q _ F- < 0 �° z �� cs� p w o �U otS . � U) (D z 3:: -1 (WO 0 U) wz� ->w0 c„X�rw wM lz-- 0 N 4< co aw (09 0 a �. w c) 06 wwwa4 °z z �� CO) o W F-00 Qw�=Qw c)oc) N OW., ZiCC --) � ZC1a owww��(Q� Z -C Z p � � 0 w ww OC a- 0za- -w >�co w N �Mowt<zow<g, U- W z� U w� °w�U 0L U'- tt � w(1)._fl TB -1 0ww a � T C6 u>-' 2 U) ?pIc)cozw�CQ u0� z O LL > > > w w �WF- = �ww�J�� om nv�� zww cr) snw0w J- 0<M QW -j -� d 0. >�- THE FOLLOWING STANDARD(S) ARE FROM THE CITY OF BAKERSFIELD PROPOSED STANDARDS 21 T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS � • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN A88A & B 12 °(300mrr EXTENS /0A DESCRIPTION CURB RAMP DETAILS C2P MODEM /NTERCONNECT/1FRM/NAL BLOCK TB -1 TB -1 TB -2 18 -3 (Comm 1n) TB -4 (Comm In) 7B -5 (Comm Out) 0-6 (Comm Out) IN7ERSEC11OVV LOCATION A n TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2 °(50mm) CONDUIT 2 °(50mm) CONDUIT 3 °(75mm) KNOCKOUT CLEAN CRUSHED ROCK SUMP, SEE STD PLAN ES -8 SECTION A -A FOR ADDI TIONAL DETAILS. N0.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EXTENSION SIMILAR) MUL 77-DUCT N IS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MA Y BE ALLDO WHERE ACCEPTABLE AL TERIVA TF MEANS OF COMMUNICA T/ON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICA TION MASTFR PLAN. - MUL TI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA TTON BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICA ZION FASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WI7H PULL BOXES AT 400 (120m) MAXIMUM INTFRVAL. PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EX /STING SURFACE HORIZONTAL. THE TOTAL ANGULAR BEND OF CONDUIT BETWE N PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 88 -2.05C ' INSTALLA TTON » OF THE STANDARD SPECIFICA TTON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA TTON OF FUTURE CONDUCTORS. CITY TB -1 TB -2 TB -3 (Comm !n) TB -4 (Comm !n) TB -5 (Comm Out) TB -6 (Comm Out) IN TER ECAONI LOCA LION B LIDS SMALL READ TRAFFIC SIGNAL'! SECTION B -B VA KNOCKOUT FOR 4 "(100mm) MUL TIDUCT OR MUL Tl- CONDUI T SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) Jv(75mm) MIN CONDUITS SHALL BE CAPPED IN PULL BOXES •'� ,� ..4 .: % �• •: SWEEP TO PULLBOX NOTE:° TO BE USED ONL Y WHEN CONDUI T IS ALLOWED TO BE PLACED AT GUTTER LIP LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCA TED UNDER SIDEWALK AREA. 0 VAffS R =4 MIN. (1 j T-- 34.DWG w F_ Iz IL uj w c� m Lu w 0) > 1) L Lu 0 < I0- 0 a /G\NEER � b V�1 ti ����5�9321 •�c '��P .00 N Ln 0 • 00 I` 0 i z c� 0 CO co i DATE 05/28/201 CN 3 M1, PA JOB No. 2078B ::jj SHEET Lu i 00 0 ° OF S SHEETS 1A INPUT PANEL 14 WIRE COLOR ASSIGNMENTS PIN FUNCTION iMRf COLOR 78 -1 WRE COLOR MOflEM HARNESS INTERCONNECT CABLE A AUDIO IN WN17F 7B1-3 WIT£ B AUDIO IN BLACK 731-4 BLACK C AUDIO OJT RED T81-5 BLACK E AUDIO OUT GREEN 181 -6 GREEN 78 -1 TB -1 TB -1 TB -2 18 -3 (Comm 1n) TB -4 (Comm In) 7B -5 (Comm Out) 0-6 (Comm Out) IN7ERSEC11OVV LOCATION A n TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2 °(50mm) CONDUIT 2 °(50mm) CONDUIT 3 °(75mm) KNOCKOUT CLEAN CRUSHED ROCK SUMP, SEE STD PLAN ES -8 SECTION A -A FOR ADDI TIONAL DETAILS. N0.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EXTENSION SIMILAR) MUL 77-DUCT N IS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MA Y BE ALLDO WHERE ACCEPTABLE AL TERIVA TF MEANS OF COMMUNICA T/ON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICA TION MASTFR PLAN. - MUL TI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA TTON BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICA ZION FASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WI7H PULL BOXES AT 400 (120m) MAXIMUM INTFRVAL. PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EX /STING SURFACE HORIZONTAL. THE TOTAL ANGULAR BEND OF CONDUIT BETWE N PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 88 -2.05C ' INSTALLA TTON » OF THE STANDARD SPECIFICA TTON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA TTON OF FUTURE CONDUCTORS. CITY TB -1 TB -2 TB -3 (Comm !n) TB -4 (Comm !n) TB -5 (Comm Out) TB -6 (Comm Out) IN TER ECAONI LOCA LION B LIDS SMALL READ TRAFFIC SIGNAL'! SECTION B -B VA KNOCKOUT FOR 4 "(100mm) MUL TIDUCT OR MUL Tl- CONDUI T SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) Jv(75mm) MIN CONDUITS SHALL BE CAPPED IN PULL BOXES •'� ,� ..4 .: % �• •: SWEEP TO PULLBOX NOTE:° TO BE USED ONL Y WHEN CONDUI T IS ALLOWED TO BE PLACED AT GUTTER LIP LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCA TED UNDER SIDEWALK AREA. 0 VAffS R =4 MIN. (1 j T-- 34.DWG w F_ Iz IL uj w c� m Lu w 0) > 1) L Lu 0 < I0- 0 a /G\NEER � b V�1 ti ����5�9321 •�c '��P .00 N Ln 0 • 00 I` 0 i z c� 0 CO co i DATE 05/28/201 CN 3 M1, PA JOB No. 2078B ::jj SHEET Lu i 00 0 ° OF S SHEETS 1A CONSTRUCTION NOTES F-1-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 5.51 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. F3_1 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A F4_1 CONSTRUCT TYPE It A"' CATCH—BASIN PER C.O.B. STD. DWG. D-14. F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. EE SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR pn TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 57� CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400, MAX SPACING to PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. EE CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED - 0 AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-9-1 RELOCATE EXISTING UTILITY POLE — COORDINATE WITH UTILITY OWNER. Fl-01 PROTECT IN PLACE EXISTI NG UTILITY POLE. F1_11 CONSTRUCT WIDE CROSS—GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS—GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, Fl-21 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL ROAD"' WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 » U ° 8 , EX RAILROAD TRACKS k |U | .; �. � |, |� 'E; � sWR--- | .. . . 10+00.00 � Lo to INSTALL TRAFFIC SIGN PER CITY STANDARDS. CURVE TABLE Lu u- 0 ui 0 LDSC 0 .5 in 0!3 DIUS LENGTH TANGENT DELTA z u) u, u.j EYL R1 —1 INSTALL R1 —1 STOP SIGN W/ STOP BAR. P L RW CURVE RA z _(a_ INSTALL 9 500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. Ix __j I_ [-- z BLOCK WALL F c2 30.00' 47.11 29.99 _89*58151 Lu X: 0 - r oz co C�o < RIGHT—OF—WAY FL co U- z C6 2 c1l) (SEE WALL PLANS)—"\ 1 12 0 5 cy) u u x 0 u zj ccn LOU 3 t u 0 �— a: cm: , c! = 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. NAT GIRD C) m - CD yz� 2 c>o- LU 0 0 K - U) EXISTING EDGE OF PAVEMENT > o co a: (n W_ co --FOL— EXISTING FIBER OPTICS LINE o oo§.cc§w z _j 06 z W N —EX36"S EXISTING SEWER MAIN WITH SIZE GRADE LINE i§ co j o cz, '<` OHL— EXISTING OVERHEAD UTILITY LINE ot 6" TYPE "B" CURB & GUTTER STRUCTURAL SECTION w z C) (TYP.) 6 MIN. TO 90% < ui W o W/ 5.51 WIDE SIDEWALK 0- �- W > t= EXISTING FENCE LINE MAX. DENSITY. wo mc)oacno z Luzzu 3: Ow z C:c 0 , z w �ac 0 w 55 ow --GA EXISTING GAS MAIN u m a- Z 45' TYP HALF SECTION a- m cn 1w o 0 —EXWTR— -- EXISTING WATER MAIN DWG. ST-1 1 FOR cri w =),< a) SLOPE PARAMETERS 0 0 ''V JO ROAD a cr- w >- 0 LL A Z _j _j O!ru 0 0, a 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE < C6 -1 0 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. < 0 j 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. W<OOW> m!;�m LL 0 > Z a)- (ug) C/) w 1'- 2 3 K , mz Ld LLJ c� > + 00 CL wW :D Z 3: LAJ z( ^^^ 21 22 '\ 23 ` 24 `| 2� `| / 26 - 27 - 28 - 29 FUTURE Lu FUTURE STREET LIGHT —BLOCK WALL (SEE WALL PL NS) TURE STREET LIGHT (FU TU RE 229 EX SWR— 9 (FUTURE) EL TORO VIEJO ROAD AND TRACT BOUNDARYN 12 13 14 5 16 17 18 10 10 10 V) EX GUARD POSTS AND--/j VALVE TO REMAIN IN PLACE \ .a N r1AZ5t:Z5 Z 0 A 0 \m CONSTRUCT MIN. 0.30" A.C. PAVING OVER MIN. 0.40` CRUSHED AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY CONTRACTORS NOTE EL T(lR(l VIEJ/l ROAD IMPROVEMENTS S(l[]TA OF STATION 18+22.73 TO BE CONSTRUCTED BY OTHERS NNTA RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. r: 1| r� 1 r� c� 0 cq -� w ui ' 2: m Lf) Lj Li | | ��� ' | "=. . . ^ | c� N 0D Of 120 11 BLOCK 2 10 WALL (SEE WALL PLANS) &EZI ca IL uz ,- r~ pn on u0 7 9 Ln EX cn to 22 23 rej EX _f 0 F 10 uo un QD r� r� mz Ld LLJ c� > + 00 CL wW :D Z 3: LAJ z( ^^^ 21 22 '\ 23 ` 24 `| 2� `| / 26 - 27 - 28 - 29 FUTURE Lu FUTURE STREET LIGHT —BLOCK WALL (SEE WALL PL NS) TURE STREET LIGHT (FU TU RE 229 EX SWR— 9 (FUTURE) EL TORO VIEJO ROAD AND TRACT BOUNDARYN 12 13 14 5 16 17 18 10 10 10 V) EX GUARD POSTS AND--/j VALVE TO REMAIN IN PLACE \ .a N r1AZ5t:Z5 Z 0 A 0 \m CONSTRUCT MIN. 0.30" A.C. PAVING OVER MIN. 0.40` CRUSHED AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY CONTRACTORS NOTE EL T(lR(l VIEJ/l ROAD IMPROVEMENTS S(l[]TA OF STATION 18+22.73 TO BE CONSTRUCTED BY OTHERS NNTA RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. r: 1| r� 1 r� c� 0 cq -� w ui ' 2: m Lf) Lj Li | | ��� ' | "=. . . ^ | c� N 0D Of 120 11 BLOCK 2 10 WALL (SEE WALL PLANS) &EZI ca IL Ef1&2 7 7 9 Ln EX cn to 22 23 rej EX _f 0 F 10 18+72.71 10 21+52.71 10 EX FENCE AND OVERHEAD Non UTILITY LINE EAST OF CENTERLINE TO REMAIN IN R/W PHASE 2 � " U " z > LIJ 23+22.71 0 �- - - `�- /m�/^�� ��/ \ WITH 0W4-3 MARKER AT PHASE ][ ][ o- n BOUNDARY OF TRACT IF ADJACENT TRACT |SNOT --/ CONSTRUCTED AT THE SAME TIME REMOVE AND SALVAGE �� �� <�S�U�� � ���T pH/� H�|Z��� 1"=50' VERTICAL: 119-2p NOTE# EL TORO VlEJO ROAD OFF-SITE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. PHASE 3 | V) v- mm ON CURVC I I ON CURVE Lo E - CURVE co cn cz Lo 0 N >_ cc 0 1* co 04 >_ w Z Lo / -_ ,~ o_ ' c~ N C14 =" . . . . . . . . . . . . . . . . . . . . . . . .D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ' . . . ou . . . . . . . . . . . . . . . Lh_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 382'.... . . . . . . ���v� . . . . . . . . . . . . . . . . . . . .�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . ' ' ' ' . . . . ' ' ' ' ' ' ' . . ' ' ' ' . . . . . . . ' . . . . . . . . . . . . . . . . . . . ' ' ' ' . . . . . . . .~�v��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Z����������&� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . ' . . . . . ' . ' ' ' ' ' ' ' ' ' ' ' ' . . . ' ' . ' . . . ' ' ' ' ' . . . ' ' . ' ' ' ' ' ' . ............... ~� --- 0.207o '0~20- 380' . , . . . . . . . . . . . . . . ~. . . . . . . . . . . . . . �. �� . . . . . . . . . . . . . . . . . . . . . � -- -. .- _. .`// ' . . . . . 380 � ___. . . . . . . . . . . --0�2��� ' ' '--' -�'- ---� ---��� 1 ' ' -�0.28��' . . . . . . . . . . . . . -�__ . -___^_ . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� __ . . . . . . . ,^ . . . . . . . . ���� -__� �r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.'�~w�. . . . . -r�~��' . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . -- --�- ^-DESI@NR 0 #1 INE. PROr% f 378.* 378 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+0x0 11+00 12+00 � 14+00 15+00 � 17+00 18+00 � 20+00 21+00 22+00 23+00 WEST FLOWLINE PROFILE U. /o Ln ci 0 DATE 05/28/2013 PA JOB No. 2078B SHEET Lu 0 ry OF lb SHEETS ca to rej CFO 0 /o Ln ci 0 DATE 05/28/2013 PA JOB No. 2078B SHEET Lu 0 ry OF lb SHEETS CONSTRUCTION NOTES ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. Fil CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. F31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A R CONSTRUCT TYPE "A" CATCH-BASIN PER C.O.B. STD. DWG. D-14. [51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. F-c SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED 178 AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. E91 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. M PROTECT IN PLACE EXISTING UTILITY POLE. Fi—il CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD It WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. 91 z 0 Ld z 'r1_7 C C mi NOTE: GALLOWAY FRONTAGE ROAD IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. INSTALL TRAFFIC SIGN PER CITY STANDARDS. Rl-1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. INSTALL f;,'80'0­__LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. RIGHT-OF-WAY SEWER SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE _lz zzy EXISTING EDGE OF PAVEMENT —FOI"-- EXISTING FIBER OPTICS LINE LE X,3 6 "S EXISTING SEWER MAIN WITH SIZE -- OHS— EXISTING OVERHEAD UTILITY LINE EXISTING FENCE LINE GAS--- EXISTING GAS MAIN —FXWTR---- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. COUNTY OF KERN an- No CITY OF BAKERSFIELD so ]NOR RFCR�r:AT]OjN & PARK R F—XISTINK] 11\APROVE�AE'1 \1TS q_ R EX FL 30 FL -10' ± 20'± '20 10 -_- __a.._ -EX-EP 16'-20'-+ VARIES 10 SAWCUT ,. _ IN qt!; I 5 2' TYP. 4/-0 /N A # .7- 6" TYPE "B" CURB & GUTTER W/ 4.51 WIDE SIDEWALK GRADE LINE SEE C.O.B. STD. DWG. COMPACT UNDER CURB, GUTTER AND ST-11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK (TYP.) 6" MIN. TO 90% MAX. PARAMETERS STRUCTURAL SECTION DENSITY. 60' RIGHT—OF—WAY A TELSTAR AVENUE SECTION NOT TO SCALE CITY OF BAKERSFIELD 1 � 1 CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T11=4.5 R=55.0 NOTE: RIGHT—OF—WAY NORTH OF CENTERLINE TO BE DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42" 20.00" 90*00200" C2 20.001 31.411 20.00' 89'059"36" C3 20.001 31.42' 20.00' 901000** m V) uj Ld ui z z LLJ Ld W - f N 0 �! Lli U- LL EE20 w 0 cn 'z M 0 z LLJ az uu-1 cf) z LLI 0 0 z CL Z 0 CL < z< 0 z z Frui o Lu ca U) 0 (f) U- r6z_jjw02 0 cy) z Rog< Dow z m cy) z cr) u') c) w MOT fmwww2l�= 0 w 7 P- z U.- a c') a ¢�IsZzc0 I Lu �to > - c\j C'� 0 0 LD cufj) (D 'o w m, r g x z v- (D �,- Im 0 z 0 W Z <W'2[z 3: 0 z >.- Luu, cr) CD 0 X C6 w d56(�< 0 W 06 U) < L_ LL u) z CL z z 0 CL 2a 3: 2 w p g �� 0 a- wz> mw U) w Lu m 0) w w _>62w z lz­ 2 <z w 2 0 (1) cy) LLJ 0 (1) W LL z Co 0® < z Oz w z CO c\l 0 au), �q g 55 A-, cy) CA z Oz w < 0 0 < —cc r 0 0 w (0 Z 0 W uo- W 0 Z < w0 < 0 w z LLJ > a (j) Ow au-1 ZO z 0 0 z z LL c\l F < o Z Lij < 0 w 2 z W,;E W 0 um, CUL, maw uj < CL M 5, w 55 0, 0 CD LLJ :3 0 0 z a a) z < w W Lu Z ��Q >-Ou.w m < < cp- w w 0 cl) .Dm:w Z ow :C:D < 0 I Z5 , 0 V) wZ ,e ria LOL 0 w < LL z Z o jgm LL > m!;z Z w 911, 6 2 * FM- 3: WW 0 0 Z cf) >- U) m 0 w z F- 3; w -N- HORIZONTAL 1 "= 50' VERTICAL: 1 „= 2' 31.43' 31-42' 31.42' 31.42' 31.42'-- 31.42' - 31.42' 31.41' D. ON CURVE ON CURVE iON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVEI w - x CN X00 QD roco X LO w w CD w C) ix (D of 00 x r*__ in w n w rll-N x co of oo) 00 0 0 0 OR 0 co 0 qq- 00 0 rl%� 0 r.-. 00 00 0 to 0 po (.0 0 m00 U-1 0 m * w r.1% m r� w r'� M r.%: wc6m - w * map w *m # w m Wig 00 00 06 r*.% r___ rl*-% 0 co co 0 w r-. r� rl%% r*.% r---. L3 r,%. r r'll.- r*l r* 0 0 to K) 0 0 0 rn 0 rn rn to 0 0 0 0 0 0 0 (JjJJO r� C5 0 0 0 c; LL_ U_ LO n rn CD + LO + + + + + + + WQ- LO r 'r— ....................... ............. ............. 380 ............ T7 ............................................. 380........ .... ............ Ow r .... ...... ............................... rXISTING GROUND PRORI-It . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26,9 A 378 378:...:...:... ...... .............. a o .— ...... ...................................... ........... ................................................. . `0-411, .0 = 0.64: Napo* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+0.26% . . . . . . . . . . . . . . . . . . . . ... r0*207w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.;50% . . . . . . . . . . . . . . . 111501"Op awmamp 1111111"w - - 0& 0% +0.5. +0.20%- 0 -0.20%- 9t -SIGN - fZ 0 K INE PR6 R ff -0.50 P�rA -bb7o' 376 376 :...:...:...:...:...:.. . . ... . ... . ... . ... . ... . ... . ....................................................................................... . ... . ... . . oES�Gw. A Z 0 K INE P. RO 9L 1 ........... . ........... . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - � � - � - - - - � � - - - - ......................................................................................................................................................................................... I ........ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SOUTH FLOWLINE PROFILE co 0 C/O 00 I,-- 0 3: V) 00 r-_ 0 V) F_ z LLJ Ld 0 m 00 0 \jklEER 2Q �,� a� i t%/ a M J moo- > uj 0, w 0 6 /038 z 0 D) w DATE 05/2812013 PA JOB No. 2078B SHEET OF SHEETS l l — �O b'S3 0- 3: LLB LL W 0 W > Z Z5 Z z w w 3: F- 3; w n 0 to > W F- w LLI LL < LL a. Cl \jklEER 2Q �,� a� i t%/ a M J moo- > uj 0, w 0 6 /038 z 0 D) w DATE 05/2812013 PA JOB No. 2078B SHEET OF SHEETS l l — �O b'S3 CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1, M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. INSTALL R1-1 STOP SIGN W/ STOP BAR. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A F4_1 CONSTRUCT TYPE "A" CATCH-BASIN PER C.O.B. STD. DWG. D-14• F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. Eu SAWCUT TO NEAT, CLEAN VERTICAL FACE, THE EXACT LOCATION TION OF SAWCUT AND/OR RIGHT-OF-WAY TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING SEWER PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. F8_1 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED SEWER MANHOLE AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9_1 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER, MOT! PROTECT IN PLACE EXISTING UTILITY POLE. MI CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA EXISTING UTILITY POLE UNDER CROSS-GUTTER AND A MIN. OF 1 EITHER SIDE TO 95% MAX. DENSITY TO A DEPTH OF 1 Fl-21 CONSTRUCT $'END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 _11z_ —11z_ zlz INSTALL ROAD"' WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE CN DEDICATED BY SEPARATE INSTRUMENT). CN CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13, . . . . . . . . . + INSTALL STREET NAME SIGN PER CITY STANDARDS. __v_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. RADIUS 0 0000 TANGENT cq N R1 -1 INSTALL R1-1 STOP SIGN W/ STOP BAR. 31.42' .-J—i u_u. 90*00200" m oto U-) STALL 5;,060 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. cr) w w 0 OZ RIGHT-OF-WAY M oto CL C.) X 00 11 C) C4 o) Ld 14- SEWER tr 0 � m w CL SEWER MANHOLE re) 00 a- 0()* 00 0) 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. h W r*,.. in . . . . . . . • • 0 . io co-D EXISTING UTILITY POLE . . . . . . . . . +* 00 0 co (W-) z L L, 6 5/3 LZL i < ow o oz W _11z_ —11z_ zlz EXISTING EDGE OF PAVEMENT CN L -0 + w CN -- FOL EXISTING FIBER OPTICS LINE . . . . . . . . . + + - -.: . . . . . . . 0) N — LE X 3 6 " S EXISTING SEWER MAIN WITH SIZE + 0 0 T- + qr- —OHL- EXISTING OVERHEAD UTILITY LINE ... CD + q 0 IT-- EXISTING FENCE LINE + V_ Ls ........... _ 380 GAS-- EXISTING GAS MAIN Lu Dfslo v ... V_ --EXWTR---- EXISTING WATER MAIN v ................. 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC, TO FINISHED . . . . . . . . . . . GRADE PER CITY STANDARDS. . . PROf IWE . . . . . . . . . . . . . . . . . . . . . . 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. PROI 7L If * ................................... . . . . . . . . . 376 0 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00- 0. 24 /70 W Q_ WEST FLOWLINE PROFILE cnuj 00 .:...:...:378 0 PHASE 6 PHASE 1- 31 1.42' + co r *-- rn co Lo to 0 u') . . x m 0 co C*4 N � � + ou") + 0.5 (.0 + ................................................................. . . . . . . . . . . . EXIS TIN C .GROUND PROFILE . .. . + 0 6 00 0 (n 0 FL 9+28.23 2 3 RW I . 0 VARIES. 1A v a 30,_ 30 FL FL —10, 20 20 10 ---*-2' TYP. 2' TYP. 77 ,70/7 k ell rI GRADE LINE SEE PLAN MEW FOR --j SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FR PARAMETERS 60" RIGHT—OF—WAY `0� co • CN C4 RADIUS 0 0000 TANGENT cq N 1. ++ cno 31.42' .-J—i u_u. PHASE 1 & 6 CONSTRUCT MIN, 0.20" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY HORIZONTAL.- 1 " =50' TI=4.5 R=55.0 VERTICAL: 1'$=2* NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 WEST FLOWLINE PROFILE IDENTICAL POINT-<,, I NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 CURVE RADIUS LENGTH TANGENT 31.42' - 1. 20.00" 31.42' 00- oz 90*00200" m oto U-) cr ON CURT 44'24'55" w 0 cr) w w 0 OZ 42.87' M oto CL C.) X 00 11 C) C4 o) Ld 14- tr 000 tr 0 � m w CL w 4- W N re) 00 a- 0()* 00 0) 00 m h W r*,.. in . . . . . . . • • 0 . io . . • . . . . . . . . . . . . . . +* 00 0 co (W-) z L L, 6 5/3 LZL i < ow o oz W LO. + 3: im— yc 5; W L-L LL z >Lj:;� 0 co U CN L -0 + w CN �.Q cq . . . . . . . . . + + - -.: . . . . . . . 0) N + 378 ..................................................... + 0 0 T- + qr- 380:...:...: + ....... 0) ... CD + q 0 IT-- .............. + V_ Ls ........... _ 380 ................. _j Lu Dfslo v ... V_ LL ............ v ................. PROFILE AT U, . . . . . . . . . . . . . . . . R OMfINf - L.L . . . . PROf IWE . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . 378:...:...:. ... * ............... PROI 7L If * ................................... . . . . . . . . . 376 Of S-10 V / Z 019-INf - Pfflf7L I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00- 0. 24 /70 WEST FLOWLINE PROFILE .:...:...:378 PHASE 6 PHASE 1- 31 1.42' 378:-- .�...�.. .. ........... ----0.50% -0_509 PIP - ON CURVE . . . . . . . . . . . 378 � N � � to 11 Lo cr) W 0.5 . . . . . ................................................................. . . . . . . . . . . . EXIS TIN C .GROUND PROFILE . .. . EX /STING GROUND PR, OFIZ E 0- 6 00 0 (n co ATf_�OWZINE- A T 11.2 0 PIZ INE * co 376 * .................... 376 ................. m .............................................. 1- 3. 76 376 9+00 � 9+00 10+00 11+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE IDENTICAL POINT-<,, I NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 NOT TO ox • FL 9+28.23 on 9 • 100 4. 04 rn + + 00) LL_ U_ 0 0 CL VARIES 6" TYPE "B" CURB & GUTTER W/ 4.59 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 61' MIN. TO 90% MAX. DENSITY. r- cq 0) 0) + cr) i CURVE TABLE CURVE RADIUS LENGTH TANGENT 31.42' ON CURVE C1 20.00" 31.42' 00- oz 90*00200" m oto U-) cr N o6wo 44'24'55" w 0 cr) w w 0 0) 1* 42.87' 268*49'50"s CL T_ to 00 a- oo oo r*_. - CD 0 00 m w co r%- w 4- W N . . . . . . . . . . po • • . . . 04 0 PI 0 00 - C4 . . . . . . . . . . . to .1"'I to ro 00 in 0 %I n r*,.. in . . . . . . . • • 0 . io . . • . . . . . . . . . . . . . . +* 00 0 co (W-) z L L, 6 5/3 LZL i < ow o oz W LO. + 3: im— yc 5; W L-L LL z >Lj:;� 0 co U CN L -0 + w CN �.Q . . . . . . . . . . 380:.. -: + - -.: . . . . . . . 0) . . CD 378 ..................................................... + 0 0 T- + qr- -- 80 3-- 378 _j - EXYTIAIC GROUND .............. DE57ON Ls ........... _ ................. Lu R OKINE PROFILE AT . . . . . . . . . . . . . . . . . . . . . . PROf IWE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378:...:...:. ... * ............... —.—. . . . . . . . . . 376 Of S-10 V / Z 019-INf - Pfflf7L I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00- 12+00 WEST FLOWLINE PROFILE .:...:...:378 PHASE 6 PHASE 1- 31 1.42' -�•56� - ON CURVE � N � � to 11 Lo cr) W 0 co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS TIN C .GROUND PROFILE . .. . . . . . . . ............. 0- 6 00 0 (n co ATf_�OWZINE- 4 uj co * co 376 * .................... * ........ m * ................ ....................... 1- 3. 76 0 9+00 r*-%. to 10+00 11+00 380. ............. 12+00 _j_j U-U- CN Lo + ° EAST FLOWLINE PROFILE 380 NOT TO ox • FL 9+28.23 on 9 • 100 4. 04 rn + + 00) LL_ U_ 0 0 CL VARIES 6" TYPE "B" CURB & GUTTER W/ 4.59 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 61' MIN. TO 90% MAX. DENSITY. r- cq 0) 0) + cr) i CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00" 31.42' 20.00" 90*00200" C2 35.00 27.13" 14.29' 44'24'55" C3 42.00" 197.06'* 42.87' 268*49'50"s W Z 0 cap c� 114.5 4.5 1 Typ. TYP. 7' TYP. TYPICAL__DRIVEWAY DIMENSIONS NOT TO SCALE < < cr) < 0 z 0 z LLJ cf) ft V) Lij — �F -- >0- < 00 Of LLJ z F- LLJ C.) < ,t Z UJ ­5 '5 ui :2 Q 0 0 F Lu LOL- - 0 :2 < < Z Lj_ V) 0 z — — L_Lj F- F- F­ H < W F- F- F- < (f) z �o I 1_0 I owo F D F-- ii 0 F- < z V) F- j Z Z it W002 11 K ch 0 V) II i w c1_ < Z) UJ V) W > V) LLJ F— < Uj UJI HASE 1 &6 CONSTRUCT MIN. 0.20'9 A.C. PAVING OVER HORIZONTAL: 1 so =50' MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.002 NAT. GRID. "v %nUDKr-Mn TO QrI MAX %CKC1rV VERTICAL. 1-2 d TI=4.5 R=55.0 Lu U- U-LL. 0 BL- U 0 Lu 0 �cj� um, CD Z LLI Uj Lu Lc'u 1z rL PHASE 6 PHASE 1 w 0- z C-) ui :r < z ic=, oz uwj LL cw, LL F-w Z cn 6 < to o co 0 cn 31.42' ON CURVE cy) 0 < U_ LU m 0 !p M:.LLJ co C w 0 P_ r1I N° � 11 � w C7) ° cr _ 0 00 w r1I 0 CD 0 00 < 4 0 3 Z5 5 Z a- c,o 0 0 0- Z cu U) COCO Q_ co C6 00 r*I to 00 co to m 0 co r%- w 4- W N 380 cy) 0 CNJ co a U) (f) Z C) w Lu u_ w 0 z< g - LLJ 0 LU �zz .11-11 .................. _j_j Co. Lj_ U_ C44 +rn L0 0. V_ + ............................. 0 c*4 Eu LLJ oz Lz, L L LL. CWL >w o 0 . . . . . . . . . . . . . . . q* +* 0 JA . 0 co (W-) z L L, 6 5/3 LZL i < ow o oz W + I 3: im— yc 5; W L-L LL z >Lj:;� 0 co U 0, 0 W 0 w Lu u J ca/): u 1 0 w �.Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 ..................................................... CN -J* u_. -- ............ 378 _j - EXYTIAIC GROUND _ Lu PROFILE AT ...................... ...................... +,� �� , . . . 376 :...:...:..... .......... coy :... +0.26% +0.26% +:0.2v/o . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 376 Of S-10 V / Z 019-INf - Pfflf7L I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00- 12+00 WEST FLOWLINE PROFILE PHASE 6 PHASE 1- 31 1.42' IDENTICAL POINT - ON CURVE � N � � to 11 Lo cr) W 0 co cr, 0 r___ w P-1 0 to co 0- 6 00 0 (n co ml 4 uj co * co m toto �MtM�M 0 r*-. r*-%. to 380. ............. _j ............ _j_j U-U- CN Lo + ° 380 o +...o 0 Ld 0- J U- ......... ................... z ............... ....... . . . . . . . . . . . . LL .............. .................. 378:...:...:.. �— — — :...:378 EXISTING GROUND • PROFILE AT '0I +0. 50% 376 ...................... +0.27% - +0.28% +0.26% ............................ 376 D1 310 V / Z O"f ' fflfflL f ................................................................. 9+00 10+00 11+00 12+00 EAST FL4WLINE PROFILE d Lu U- U-LL. 0 BL- U 0 Lu 0 �cj� um, CD Z LLI Uj Lu Lc'u 1z rL z w 0- z C-) ui :r < z ic=, oz uwj LL cw, LL F-w Z cn 6 < to o co 0 cn m Co LIJ cy) 0 < U_ LU m 0 !p M:.LLJ co C w 0 P_ -1<r_!�,$) z z tu) Lou 3: 0 Lu cy) OE L1 0 -e =W0 I-- = �� pjjl z F-Lu z © z >- w 0 X M cf) u1i Lu w < o w of z wz con 00 < 4 0 3 Z5 5 Z a- c,o 0 0 0- Z cu U) Ui 0 0 zco Lu L > 0 wu Z> LLJ C co N co Cj) LL ) M Z Z LUUJ f 0 0 oz Lu Q)o L_ Uj LL ui E5 m a0 < w w 4- W N j>- W 0 9 Z uj 0 0 Lu Lu 0 0 0 < cy) 0 CNJ co a U) (f) Z C) w Lu u_ w 0 z< g - LLJ 0 LU �zz Z C:) cfl Ll I w > 0 o Z W =1 Z uw- o_mc_)uj,z - w < g Cf) U) t�azoccI -- K w �<_ o Zw Eu LLJ oz Lz, L L LL. CWL >w o 0 w °'-�r i ow u>1 0 cn:r cw') P 0 co (W-) z L L, 6 5/3 LZL i < ow o oz W 3: im— yc 5; W L-L LL z >Lj:;� 0 co U 0, 0 W 0 w Lu u J ca/): u 1 0 w LA. ww w wz wwodw cn>-W z m: = D W m: oz uu D g FZ i­ a a. P 0 m w < 2 r II of 00 Lo 0 3: cp 00 r-_ 0 co z o uj 00 ti 0 DATE 05/28/2013 PA JOB No. 2078B z w � SHEET 0 m 00 0 18 SHEETS F w LL 0 LLI Z Zz > UJ LLj > w �c) ul c) Lu 3 0 (1) F- LL < > w LL 0� w a < CL \�kEER 00 cn Ix n 0, w LA. 00 Lo 0 3: cp 00 r-_ 0 co z o uj 00 ti 0 DATE 05/28/2013 PA JOB No. 2078B z w � SHEET 0 m 00 0 18 SHEETS F CONSTRUCTION NOTES Efl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD DWG. ST -3. F31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A ❑CONSTRUCT TYPE "A" CATCH-BASIN PER C.O.B. STD. DWG. D-14. F-51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. Fil RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 1-01 PROTECT IN PLACE EXISTING UTILITY POLE. CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD, T-24 INSTALL "'END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. I ol� x 61V . k�3.. RW 30 30 FL FL VARIES 0 10, 20'- 20 y IV mjpp;��ljjl \M 2' TYP. 2' TYP .---m- --o-- 25o MIN *27o MIM. * SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS l_ 2 � o f o' 8 0000 0 5 TYP. C2 �; -.3 II 1.0 N 10+00.00 11 if 11 1I FL 9+28.23 4- - -1 [1]& 2 0 oil / + � 4 C;l CN1*4 0 - I vi cl 0 -c 3 60 22967 , E � �� ± (( I II II 00 9 m 1A_ 0 10 z z Q [I(-)Q- Ld ir a- 3c: LJLJ 0 Ld 10 1 1110 00 ui 12 m I �� � !j �� i co n cr) 0 x 0) 04 Lo (jo 0 c� 04 to + + 0 0 Lo + L0 + - F- < D Ld + 0 _j + z LJ LL_ LL_ 3� LL_ LL LL. Ld 0 J > V) 0 Ld < uj PHASE 1 W HORIZONTAL: 1 =50' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL.- 1 of =29 MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 1 31.42 ON CURVE co cr) �N a0t� rr) 11 0 rw-. V cr) W n ULo LoLo cl- co 00 m C6 w co �MM m r*... rl%. , r*-- 0 rlk-. n _j _j C6 0 Lo N LL_ U_ N V. + + 0 + . . . . . . . . . . . . . . . . . . . . . . . r .. . . . . . . . . . . . . . . . . . zo 378'. 0+) ...... .690010 . . . . . . . . . . . . . . . . . . . . . . . ........... 378 PROFILE AT lA_ FL 0 W INZ- ................................................................. 0%. 376 :...: . ................. +0.26% .+0.5 .............. 376 + +0.26% DESIGN fZONJNE PROR9LE ................................................................. 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 1 31.42 ON CURVE 00 Coco 0 04 "1 cc co w r*-. V_ 0 to 0 co IDENTICAL POINT Z* 00 co of 7 0 06 a- co 00 co m Lo m r%...rl-_ to K) 00 ro u") - 0 + to � M M co LL AL_ N 0 Lo + C5 04 wo. + 0 + T_ . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . *0 - zo - To U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 378 .3. _j PPOR ZF A T : I 1 . FL 0 M'_ INE ........... ..................................................... A-A oo�a 376:...:...: ............... or-26%- +0.27% . . . . . . . . . . . . . . . . . . . . 376 DES 76W R 0 NJNE PROF 7L f ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE GRADE LINE---'!', SEE PLAN VIEW FOR -/ STRUCTURAL SECTION 60' RIGHT-OF-WAY �TYPiCAL LOCAL S REET SECTI1 NOT TO SCA 32 33 0 o > :D cr. Z UJ w L .i> 0 < Ld L.Li 1^ cr_ 0 d ui > UJI. =) I Ld 0 LLJ INSTALL TRAFFIC SIGN PER CITY STANDARDS. 0 R1 --1-- INSTALL Rl-1 STOP SIGN W/ STOP BAR. 0 Li _(D_ INSTALL :60--b- LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. 20.00" 90*00"00" RIGHT-OF-WAY 35.00$ 27.13" SEWER 44*24`55`2 C3 SEWER MANHOLE 197.76' 00 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. z W Wx o w < ;� u = = W c 0 F� 57- E EXISTING UTILITY POLE Z I— 0 5 0 u z z 0 W lz Z / EXISTING EDGE OF PAVEMENT 0 0 W gg cunj o w -FOL- EXISTING FIBER OPTICS LINE o c L i-Lu z w oZ Z&O -LA-3:�1-LU -EX306"S- EXISTING SEWER MAIN WITH SIZE c M Z 0 0 L z 0 -OHL-- EXISTING OVERHEAD UTILITY LINE o 0 0- 55 X LU L>u lox co Z U) m EXISTING FENCE LINE w Uzi X (1) w 0 w Z W Z W Lu 0 -GAS- EXISTING GAS MAIN <0�� J)Mzz LL. I— X Q Z r -EXWTR- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. z 0 CD W N 0 m CL co 0 In 00 0 0 Lo 0 0 + L0 + cq + 0 cq 7 r7j 6+ 0 5 + � J 0 I- LL_ C:fD) Lu 3: z 0 co < 0 RW 30 30 FL FL VARIES 0 10, 20'- 20 y IV mjpp;��ljjl \M 2' TYP. 2' TYP .---m- --o-- 25o MIN *27o MIM. * SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS l_ 2 � o f o' 8 0000 0 5 TYP. C2 �; -.3 II 1.0 N 10+00.00 11 if 11 1I FL 9+28.23 4- - -1 [1]& 2 0 oil / + � 4 C;l CN1*4 0 - I vi cl 0 -c 3 60 22967 , E � �� ± (( I II II 00 9 m 1A_ 0 10 z z Q [I(-)Q- Ld ir a- 3c: LJLJ 0 Ld 10 1 1110 00 ui 12 m I �� � !j �� i co n cr) 0 x 0) 04 Lo (jo 0 c� 04 to + + 0 0 Lo + L0 + - F- < D Ld + 0 _j + z LJ LL_ LL_ 3� LL_ LL LL. Ld 0 J > V) 0 Ld < uj PHASE 1 W HORIZONTAL: 1 =50' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL.- 1 of =29 MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 1 31.42 ON CURVE co cr) �N a0t� rr) 11 0 rw-. V cr) W n ULo LoLo cl- co 00 m C6 w co �MM m r*... rl%. , r*-- 0 rlk-. n _j _j C6 0 Lo N LL_ U_ N V. + + 0 + . . . . . . . . . . . . . . . . . . . . . . . r .. . . . . . . . . . . . . . . . . . zo 378'. 0+) ...... .690010 . . . . . . . . . . . . . . . . . . . . . . . ........... 378 PROFILE AT lA_ FL 0 W INZ- ................................................................. 0%. 376 :...: . ................. +0.26% .+0.5 .............. 376 + +0.26% DESIGN fZONJNE PROR9LE ................................................................. 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 1 31.42 ON CURVE 00 Coco 0 04 "1 cc co w r*-. V_ 0 to 0 co IDENTICAL POINT Z* 00 co of 7 0 06 a- co 00 co m Lo m r%...rl-_ to K) 00 ro u") - 0 + to � M M co LL AL_ N 0 Lo + C5 04 wo. + 0 + T_ . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . *0 - zo - To U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 378 .3. _j PPOR ZF A T : I 1 . FL 0 M'_ INE ........... ..................................................... A-A oo�a 376:...:...: ............... or-26%- +0.27% . . . . . . . . . . . . . . . . . . . . 376 DES 76W R 0 NJNE PROF 7L f ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE GRADE LINE---'!', SEE PLAN VIEW FOR -/ STRUCTURAL SECTION 60' RIGHT-OF-WAY �TYPiCAL LOCAL S REET SECTI1 NOT TO SCA 32 33 0 o > :D cr. Z UJ w L .i> 0 < Ld L.Li 1^ cr_ 0 d ui > UJI. =) I Ld 0 LLJ z, uj 0 U. > V) ,...j < 4- + 0 Li 0 r- V) 20.00" x0lb VARIES 7777:7' IR"'f FA tplol: -6' TYPE "B2 CURB & GUTTER W/ 4.51 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00$ 31.42" 20.00" 90*00"00" C2 35.00$ 27.13" 14.29' 44*24`55`2 C3 42.00" 197.76' 42.762 69*07-10 0 3 _j 4.5'n_ 4.5'1 Typ. I TYP. N [--m-7' TYP. TYPICAL DRIVEWAY DIMENSIONS EliC Z Ld 0 LAJ F- Z V) Lj M > W ce < L.Lj LLJ NOT TO SCALE 14 13 PHASE 2 HORIZONTAL: 1 =50' VERTICAL: 1 =29 CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.002 NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 2 31.42' 31.42' ON CURVE ON CURVE w 0 w CN ty rn cc 0 m 0 0 N m r*-- 000 382 ......... r.%-. w. c6 .............................. c6. w - .00 ...:........382 0 0 .............. ............. . .................. ZX5TINC 6/? 0 VND PROf / 0 N T FL W1N%� E 380:.. .:...:... :. ..:...:...:...:...:. ...... 80 ......................... ......................... ......................... ............. .... -�:6 +o.5- 378:...: +0.26% 78 3. *00% .................... Af-SIW lZON-INi- PROFFUE' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE PHASE 2 31.42 31.42 ON CURVE ON CURVE_ w N w U O U O 0 04 0 m co o W 382 .......... ........................................ 382 * 10 . 0 ............. *0 cq 6F_ouA0,pRoF1z1L__ . . .A T. -Z 0 HZ . . . . . 380 380:...:...: . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . ..................................................... ............. .00000 +0.26% 78 378;...:...: . 6--. -­ 3. +0.50 DfgGN R 0 K INE PRaqL f .......................... I ...................................... 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE 2 L LL U- 0 0 C5 C13 a _j z 0 C.L 'z Lu �91 jul W w r �1- W z W 'LoLl LLJ a) m W 0 LIJ oz m i M �� --�Zq W0- z 0 6 ffi % ,m, o :c < z ui > w% U) Co) Li- '-- z . r 0, z -j a) M �_ 0 ce _j Z Lu W W 0 < ::, - W 4� ZD MW cle) t w Z 06 r) 1 0 (o z W Wx o w < ;� u = = W c 0 F� 57- E Z I— 0 5 0 u z z 0 W �to > N - 'Fu cli 0 0 W gg cunj o w LL _(.0 o c L i-Lu z w oZ Z&O -LA-3:�1-LU 0 jD c M Z 0 0 L z 0 L LL U) o 0 0- 55 X LU L>u lox co Z U) m w Uzi X (1) w 0 w Z W Z W Lu 0 <0�� J)Mzz LL. I— X Q Z r cc) w (1) C W LL F- W Ix cp F-7 !] 0 0 3: <Z 1 Z) oz ozs LLJ W C'4 z ca�lztoi�%) W >< 4-a c1r) LL:l z W a I C:) 'L tLl LU C,4 < F - , a. c 0 z c u u, -i W z ; ;o 00- L LLj z 0 CD W N > Wo2z�ozZo oem u- z W W W L2jL Z_ W wz 2 a Z3 0 F- LQL-j LOU LjL tij 0 qu OWL ww W z 0- � 0, 0 (1) W D 0 Z Cl cl) z < W 3: Wm umi - ZI o U_ w < _1 0 w 6 0 OL < (6 w w , Y) w- c z9om:�0 > 10 C-9 CXI-) LLJ wo a C:fD) Lu 3: z 0 co < 0 LL' >jj LLj z 0 Cr- L 0 W F- Ln 0 Uwl Lii cn i5oj LL, LL L7 co < cl) > o iu- 0 w< % K M _J!� W a. > w Lu 0 0 w z a) >- U) xmw WZD 0 CL 1— 0 0 w < m w LL uj ® W > Z Z Z w 0 2 U-J U) > 0 < w W < U. Q_ a a. IL I- I G\lt%EEF cn > w S/0-38 00 Lc) 0 (31 39: _0 6 Vi 00 0 W C\4 z o 0 3: D) w 00 0 DATE 05/2812013 C114 PA JOB No. 2078B LLJ SHEET 0 n m 00 OF 1 b SHEETS CONSTRUCTION NOTES 'CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST 1. M CONSTRUCT 4.53 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A Rfl CONSTRUCT TYPE "A" CATCH-BASIN PER C.O.B. STD. DWG. D-14. Ej] CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400$ MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2), INTERMEDIATE PULL BOXES NOT SHOWN. 187 CONST RUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. Fk] RELOCATE EXISTING UTILITY POLE COORDINATE WITH UTILITY OWNER. 1-01 PROTECT IN PLACE EXISTING UTILITY POLE. Ff _1 I CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1' EITHER D Ol 95% MAX. DENSITY, TO A DEPTH OF 1 [121 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD') WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. 10I X 6 �� 15 76 17 i� FL 8+87.58 - FL 8+89.00 PRC FL 8+75.30 BC INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR, COUNTY OF KERN OF BAKERSFIELD so INSTALL 15190"o LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. RW ]NOR RECREATIOIN & PARK EXIST]ING- IMPROVEMEI -irS q_ RW RIGHT-OF-WAY 30 30 ) - SEWER E X F L FL 201+ 20 10 SEWER MANHOLE EX-EP- 18'-20'-+ O EXISTING SURVEY MONUMENT PROTECT IN PLACE, SAWCUTI VARIES EXISTING UTILITY POLE 2 2' TYP. 2,(,) o/' M L _z� EXISTING EDGE OF PAVEMENT 6" TYPE 9113" CURB & GUTTER --FOL- EXISTING FIBER OPTICS LINE 1 _1����_ _ -:. _.:Y _EX36"S- EXISTING SEWER MAIN WITH SIZE GRADE LINE W/ 4.5p WIDE SIDEWALK SEE C.O.B. STD. DWG. -OHI EXISTING OVERHEAD UTILITY LINE COMPACT UNDER CURB, GUTTER AND ST-11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK (TYP.) 6" MIN. TO 90% MAX. EXISTING FENCE LINE PARAMETERS STRUCTURAL SECTION DENSITY. GAS- EXISTING GAS MAIN NOTE: RIGHT-OF-WAY WEST OF CENTERLINE TO BE DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE -EXWTR- EXISTING WATER MAIN INSTRUMENT SUNCRISP LANE CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.409 CRUSHED AGGREGATE BASE OVER MIN. 1.00'* NAT. GRD. COMPACTED TO 95% MAX. DENSITY PHASE 1 TI=4.5 R=55.0 M�Z Z F= 0 uj • x CD uj to_ 0 + z 0 uj m 22984 q-7 Emma I 31.41' 46.68 16N CURVE ON CURVE CD 0 00 W Lo Ix c1q m CD x X .0)wpo 0 to 0 v- 0 T- r 0- o 0 # 0 C14 0 lllIIII� a. rw-. K) m r-. w m W �-z N r1l r1l - . r*-- m - * po 0 po C;) Po 0 Pl 00 co 0 0 w Lo 0 x n (n rZ. 0) 0 w owx to t., W + co + 0 + T_ V_ 0 + + 0 + x LL_ V_ r*,-- cl- . . . . . . tu . . . . . . . . . . . . . . . . . . . . . . . . . . . . %r . . . . . . . . . . . . . . . . . . . . . . V_ • + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . . . . z 380. . . . . . . . . . . . . . o I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 0 .. . m. . . . 380 'NOTE: VERIFY EXISTING -LOCATION AND -ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . -IN FIELD, PRIOR' TO CONSTRUCTION AND NOTIFY . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e,,..., . . . . . /_ - . . . . . . . . . . . . . . • EX15TIA167 61OUNZ) Pl�'Ofl ENGINF-ER'IF THERE* ARE ANY* DISCREPANCIES A 7- f Z 0 WZ INZ-- 378 ........... ............................................. . , . . . . . . . . . • • , • , • . . ....................... .................... -0-207o 378 • 0.257o +0.20% ....... 0 ...................... -0-217o ................ -0..2f.% ................ --t-0-50,sov . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - • - , . : : : : : : : : EX /STi'lVO FZ OPIZ A/F PROf /, . -/ C DESIGN R 0 K INE PROR.L E 376....,...,....,.,,.... .............................................................................. 376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 WEST FLOWLINE PROFILE PHASE 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00" 31.41' bU RIGHT --OF --SAY 89*59"36"' 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE A SUNCRISP LANE SECT! ON 202.03' PER CITY STANDARDS. C4 35.00' 54.97' 35.00' 89&59"36" C5 20,00' 1 31.42' 20.00* 190 °00'24'$ 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ti ) LZJ (.):c c_ ow C <1) ug) NOT TO SCALE Lu z 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. m w w 0 > _j - .-j M P 0 =3 o Lxu - T- C) - z = 2 cl) 6 ! < LLJ 0 x UJ < LL 2 LJLJ 0 ix 16-- Lu Lu C:ro 9 im LL, u0i 0 Lu > :5w > , z zo- o p zc-9 z W Lm AM -uj 0 LJJ Z _j >1�- I < W -_j MI, ui 0 a u-, Lu L) 0 Lu Z cf) >- U) D 5 m:rwTo wz �_ 1— 0 CL �_ 0 0 w < 2 w CD W F_ Q_ n 0 m m Li w 0) M CN co LLJ LLJ x w + +0 v- + + V) W + 0 o _j LL_ > Li L.Li < c1q (Jo j 14 [A 13 V) + N COUNTY OF KERN 1 1 -203t 02 illo CITY OF BAKERSFIELD BOUNDARY EXISITING CURB & GUTTER z C-4 3 �_J L .rte rA 00, 10+00-00 M& 2 I N All T_ - 1 6 13 14' . 0 SUNCRISP LANE N 5 16 17. - 0 0 - (D 4 + 6-111& 2 0 Q0 1 1 ,4D ro ar =0 15+ 1 2 0 'N JA N M .1 _N I 1A �i� 229681 1 Pool 1 1 \-M TYP. 22938Z3;E� 3 it-201 19 1 0 20 P* 2D 21 22 23 24 25 1 11 1 1 46 L6 M *a- (.)0 Z W Q 0 6 0 0 Lr) 0 0 0 0 0 0 0 0 U W 0) + _j _w (b + IN + 0) + 0 u') N + + w 0 Ljj > LLJ F- C.) 0 0 qr- C.) a "Jilt m :D LLJ w Z UJ w + 0 W F- 0) 0 0 0 LL. L.Li Z 0 0 < :D LIJ z LLJ Lc) + QD + ob 0 C4 -j > V) 0 < 6 0 .j w X: w>w 0 r- CITY OF BAKERSFIELD + Lo w w + co m < w w cn HASE 1 SUNCRISP LANE CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.409 CRUSHED AGGREGATE BASE OVER MIN. 1.00'* NAT. GRD. COMPACTED TO 95% MAX. DENSITY PHASE 1 TI=4.5 R=55.0 M�Z Z F= 0 uj • x CD uj to_ 0 + z 0 uj m 22984 q-7 Emma I 31.41' 46.68 16N CURVE ON CURVE CD 0 00 W Lo Ix c1q m CD x X .0)wpo 0 to 0 v- 0 T- r 0- o 0 # 0 C14 0 lllIIII� a. rw-. K) m r-. w m W �-z N r1l r1l - . r*-- m - * po 0 po C;) Po 0 Pl 00 co 0 0 w Lo 0 x n (n rZ. 0) 0 w owx to t., W + co + 0 + T_ V_ 0 + + 0 + x LL_ V_ r*,-- cl- . . . . . . tu . . . . . . . . . . . . . . . . . . . . . . . . . . . . %r . . . . . . . . . . . . . . . . . . . . . . V_ • + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . . . . z 380. . . . . . . . . . . . . . o I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 0 .. . m. . . . 380 'NOTE: VERIFY EXISTING -LOCATION AND -ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . -IN FIELD, PRIOR' TO CONSTRUCTION AND NOTIFY . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e,,..., . . . . . /_ - . . . . . . . . . . . . . . • EX15TIA167 61OUNZ) Pl�'Ofl ENGINF-ER'IF THERE* ARE ANY* DISCREPANCIES A 7- f Z 0 WZ INZ-- 378 ........... ............................................. . , . . . . . . . . . • • , • , • . . ....................... .................... -0-207o 378 • 0.257o +0.20% ....... 0 ...................... -0-217o ................ -0..2f.% ................ --t-0-50,sov . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - • - , . : : : : : : : : EX /STi'lVO FZ OPIZ A/F PROf /, . -/ C DESIGN R 0 K INE PROR.L E 376....,...,....,.,,.... .............................................................................. 376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 WEST FLOWLINE PROFILE PHASE 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00" 31.41' 20.001 89*59"36"' C2 35.00" 13.70' 6.94' -go-" 22*251,.-)o C3 84.00' 197.70' 202.03' 134#50947" C4 35.00' 54.97' 35.00' 89&59"36" C5 20,00' 1 31.42' 20.00* 190 °00'24'$ _j 0 L14.5 TYP. TYP, -7- k-m-7' TYP. TYPICAL DRIVEWAY DIMENSIONS 00 Z LLJ U.J 0-71 -LLJ I-- Z V) LLB M > < Ljj LLJ NOT TO SCALE REMOVE EXISTING CURB & GUTTER AND INSTALL DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. d 0 uj LL U- 0 0 co I _j z CD m z CuLil<z�_zx ERg cf) o Lu 1, co cr- cf) a: ul w!;j U) 'll C) I-- oz z Cj S2 z D 0 m c1r) z 0) Lo Fn X 2 z m 0 L z U) uj u< CID (o 0 uj m uj LL u)- w > 'o z z uj wgoogw D 20 X z w �5 cl? c) T_ C.0 0 z q= �:: 0 z < xw 0 62 < U, C-) C13 C6 Lu w C6 6 z M Z 0 z z o .9 x oj6 %+- < cf) LL U) 00 --� 0 C /) Z _-_- d x ��cnw U) uj UJ cr_ z w Iz-- 0 04 < 2 LL_ cj)m<ao m Lu < 0 0 Lu (1) c1r) w c) Lu U- 0 0 < a g w 0 z w z w 06 z U) C-4 Ce) _j 43 Q W a w < 0 LLJ X m x Lu 0 CN �- a ) c< L Cr) z a- w w o zo 0- U, U- < zo oof UT W T_ 0 w 0 < z Lu CD UJ 0 0 z z 0 < 1z ) LZJ (.):c c_ ow C <1) ug) Lu z 0 0 - m cn Fn- 9 0 (1) Lu => z < co C, o�0LL x ui Uj L,) Q zi < _j m w w 0 > _j - .-j M P 0 =3 o Lxu - T- C) - z = 2 cl) 6 ! < LLJ 0 x UJ < LL 2 LJLJ 0 ix 16-- Lu Lu C:ro 9 im LL, u0i 0 Lu > :5w > , z zo- o p zc-9 z W Lm AM -uj 0 LJJ Z _j >1�- I < W -_j MI, ui 0 a u-, Lu L) 0 Lu Z cf) >- U) D 5 m:rwTo wz �_ 1— 0 CL �_ 0 0 w < 2 FL 18+59.04 CITY OF BAKERSFIELD BOUNDARY TRACT D i ARY � 58 FL 19+18.99 HORIZONTAL.- 1 is =50' VERTICAL,: 1 0 uj U- N, W 0 w > 0 z Z W W F- 2 W 0 co > LLI n LL W F- w IX 0 Q. W Ix < LL CL 0, o- E 00 co CL p -d > w 11111111111111 "hill 1111, ol' III, 1111411� C S/0-38 �p 54.97 ON CURVE 31.42 1-31.41 mw cr) 14- r*,-. CUR ION CURV7E w to x CS4 cr_ 0 cc to w co o co C.) m C-) co 0 0 0 0 C.) in m W r.,%: M * m ro C3 M r*-. w rw-0 0 to in r1i C:) rI m w ro 0 r%--. 00 14- _j 11 0 K) 0 cn Lo 0 _ + _jj d Lo 0 0 0 co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. 0 zof cn- � * . . . . . . . . . . + + oOt . . . . . . . . . . . . . . 10 . . . . . . . . o • . . . . . . . . . . . . . . . . . . . . . . . . . . . + co n ....................... ................f_._- ... %........... ............................. • ....................... ..... ................................ 380 00 ............................ ............................................ z ,--- :�Xl.rrv� coy %1/D. • - - - - • • • .......... 0� 0 • . . . ..... . . . . . . . . . . . . . . . . . > -A FZ 0WIM w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -6 •............................................... ... ........ 378 +0.20% . . . . . . . . . . . . . . 00 DATE 05/2 8/2013 . . . . . 0 PA JOB No. 2078B • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0-257o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • DESIGN. ALOWNE P-ROR . . . . . . . . . . . SHEET 76.... ...,.........................., ................. M-510V fZOWINF PRMLE 0 ......................................................................................................... 376 9+00 10+00 11+00 12+00 13+00 14+ 00 15+00 16+00 + 18+00 EAST FLOW L «o I NE PROFILE N OF I SHEETS A a t V% �w- CONSTRUCTION NOTES [11 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE $)A$'. CONSTRUCT TYPE A" CATCH-BASIN PER C.O.B. STD. DWG. D-14. E51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. ai SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4$' CRUSHED F8 AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. PROTECT IN PLACE EXISTING UTILITY POLE. CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. ___u_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1--1 a INSTALL Rl-1 STOP SIGN W/ STOP BAR. INSTALL 0 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. RIGHT-OF-WAY SEWER 0 SEWER MANHOLE 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. CO-) EXISTING UTILITY POLE __11z__ __&_ __ � EXISTING EDGE OF PAVEMENT FOL­ EXISTING FIBER OPTICS LINE —EX,36" S EXISTING SEWER MAIN WITH SIZE —OHL-- EXISTING OVERHEAD UTILITY LINE 6.94" EXISTING FENCE LINE -a-�� GAS--- EXISTING GAS MAIN --EXWTR— — EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. Z 00 D 0 in of 0") 00 Cy) � 1:7 -i LL_ 0 v) in rill y0 0 co � 0 �eC) REMOVE EXISITING CURB & GUTTER AND INSTALL DRIVE APPROACH c a V C L0 0 1 c 0) r. L0 u + 0( 0 v— c _j V, RW 30' 30 FL FL 10 —20 10, — VARIES o 7 4-f 2' TYP. 2' TYP. 211%, 2% *2% MIN. *2�o;r MIN V /8 GRADE LINE SEE PLAN VIEW FOR -J SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR PARAMETERS SLOPE 60' RIGHT—OF—WAY CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 NOT RW VARIES 6" TYPE "82' CURB & GUTTER W/ 4.5) WIDE SIDEWALK - COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE CURVE RADIUS LENGTH I TANGENT DELTA Cl 35.00 13.70" 6.94" 22*2535"1 C2 84.00 1197.71' 202.09' 13451'35" C3 35.00' 54.981 1 35.00' 190,000" w Z 0 c_> (:)j 14.5'14.5' 0­10 TYP. TYP. 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE all! r. d o aLu U_ LL � o w 0 . 00 CWL IZ-- m u0i Z Ct) Lu Lu C, a: w w w z z Lu Cf) W co m oz L.0 1— 0 0 _ Zu 0,: oz cr w co U) w �t lc- o z W ' Lr) 20 zw T m z 2Lli W;� z w w LL F� 0 ui m: mwwwg < Zj-U�" 0 LjL C, E 0 C-4 W Lu z z CC- 0 w o 0 Lu CL/U)(2 cu c'? () 'V-- 0 a - Fa-: I-- F - = z z z z F- -a cfl 0 >< 3w: 0 Lli C6 Luul �we C) Z w oz m U) < U) L_ LL . w uj 95 :oco0o,Qa Lr) (1) Ne : ct) z iA w w m w w c) 2 czl) cn w U) z m co N ir w z a! z cr) z o LL < W ..r w a) cy) Qzwo ui w u- t= z ce cu 0 11:0 Lij a 0 z: < �-- LLj cLfu) Lu o 9 0 w :4, P o o z c\j cy) oz z a < ww p < w F_ 8 a 0 ow- (L-U) z cq CD z C) C6 00- iL3- 9 a- Z Ju w LL W 0 < X: o w (.) < Lu of a- 9 w 0 Z 3: Q LL. C Z U) cl) ( w W W z uj 0) r:o. N� c4w 0 w LL w W> UL a-w w 0 0 w cf) 10 0 z a cf) aw-w z< z Z, 0 u- lwx �w 1 0 w o o a- a < C62: w w 0 00 C/) 3: > _j z zw < ow- 'a o6 r*-. 0 qj- 0, LL w o W w<z W> LWL z w p ce Cwr- 9 rll--r*-- coo r%�r,%% m r%. M LLJ 0 w < X W Lij 0 0 w z >- cj) X: m: cl) w m 0 uj z D 0 CL F- 0 0 W < 2 _N_ HORIZONTAL: 1 " =50' VERTICAL.- 1"-2$ IkEER. * �. Q 00 W 44. 0 be • co N (D r• • 1 • F__ cf) 00 P-- 0 () c\j z o CD — 3: cn 0 > w co 0 DATE 05/28/2013 CN PA JOB No. 2078B z LL' SHEET 0 tL 00 OF SHEETS (.l -Ccb53 PHASE 1 PHASE 2 01-0 mzz Lo 04 000 w CN 0 w 14- 11 0 co OW Lo 00 cy- lq- ui z 0 0 uj 0) r:o. N� c4w M 0) r*,--- z OM 00 CD o6 r*-. 0 qj- r.%. re) m rll--r*-- coo r%�r,%% m r%. w Lu * >x W 2 w 0 C/) > C) 0 +0 0 w 0 LLj n U- m 0 < rl*- +wa: CL o6 00 < Lo + 00 V� + Ir- po U_LL U) oo 0 2 �­ �< + -w . . . . . . . . . . . . . . . . . . . . . . . . . . 0 + L�L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C.4 * cr a, . ow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oj Z:2 to + Zo* f4ej 380 .- U- - -.— . ............................................................. + 380 . . . . . . . . . ____r --- -_ - -.— . . . . . . + . �: 00 . . .,- — — — — — — — — — -- � FX/5 7ING GROUND .. . . . . . . . . . . . 4L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378:...:.....+0--25 . . . . . . . . . . . . . . . . . . . . . . . . . . -0,257 . . . . . . . . 1_0 2579 .............. -0..25% .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% ...................................... ..... 378 +0.25%- + 0.20% . NOTE: VERJFY EXISTING, LOCATION MD. E �VATION IN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . jOES16W -fZ-O$f 1AC -PROgLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 376 ............................................................................................................................... ................................ 76 .3.— 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE 54.98 PHASE 1 PHASE 2 ON CURVE 0 to Po UM N NLO mod' z o6 g 00 r*-. m * rll--r--- m� r"*_ r*-. rn to r n :c Lo + V u_ u_ to 0 * of cl- a, ow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Zo* .0 eq c; 380 ............. * .... ............................................................... -. — .0 :� _ r_ . A . ......... ............................................. + 00 80 . -. - -- __� _ —.— _ � . � . . . . _ - - - - -� --- - . - - -� . . . . . . . . . EX'S TING' CROUND PROFILE. E - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A /;/- w /M f- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 . . . .. . . . .. . . . .. * . . . . . q70,50% ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _*_A2,57o . . . . . . . . . - � . . . . - . . ........................... '+%20% ..................................... 1378 . - +0.2- 0 . ................................................................................................................................................................. Of Yg/ R OW INt - PR%WRL�f 376 ..................................................................................................................................................... ....... .... 376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE IkEER. * �. Q 00 W 44. 0 be • co N (D r• • 1 • F__ cf) 00 P-- 0 () c\j z o CD — 3: cn 0 > w co 0 DATE 05/28/2013 CN PA JOB No. 2078B z LL' SHEET 0 tL 00 OF SHEETS (.l -Ccb53 ui U- w 0 0 w > OL z � m C) Z z w Lu 2 w 0 C/) > w w ui n U- 0 < < IkEER. * �. Q 00 W 44. 0 be • co N (D r• • 1 • F__ cf) 00 P-- 0 () c\j z o CD — 3: cn 0 > w co 0 DATE 05/28/2013 CN PA JOB No. 2078B z LL' SHEET 0 tL 00 OF SHEETS (.l -Ccb53 CONSTRUCTION NOTES ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. F21 CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A F-4-1 CONSTRUCT TYPE A" CATCH-BASIN PER C.O.B. STD. -DWG. D-14. F_5� CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. ai SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES. NOT SHOWN. CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-9-1 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 1-01 PROTECT IN PLACE EXISTING UTILITY POLE. Ffil CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 ffZ INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC - SIGN PER CITY STANDARDS. R1- -1 INSTALL R1--1 STOP SIGN W/ STOP BAR. _0 INSTALL 5, Sac LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. RIGHT-OF-WAY SEWER SEWER MANHOLE O EXISTING SURVEY MONUMENT PROTECT IN PLACE. c-Q-) EXISTING UTILITY POLE IZI // EXISTING EDGE OF PAVEMENT —FOL- -- - EXISTING FIBER OPTICS LINE —EX36"S-- EXISTING SEWER MAIN WITH SIZE OHS— -- - EXISTING OVERHEAD UTILITY LINE (31 c>-- EXISTING FENCE LINE GAS-- EXISTING GAS MAIN —EXWTR— EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. II Ii it 110 0 + it 10 V) u6i Z uj 0 _r Z I < V) J :3 V Lid Ld V) Li c c c c u C Li c c c c Ir RW q_ 30 30,- FL FL VARI 0 10' 20 20 ES .7 ymv --w-2' TYP. 2' TYP.---m-- -a 25o -7 *27o GRADE LINE SEE PLAN MEW FOR --j SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR PARAMETERS SLOPE 60 9 RIGHT—OF—WAY NOT TO SCALE PHASES 1 & 2 w VARIES 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. VJCD LF RIVE L R AVENIUE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 CURVE TABLE CURVE R RADIUS L LENGTH T TANGENT D DELTA Cl 2 20.00" 3 31.41 2 20.00' 8 89*59'36" C2 2 20.00" 3 31.42 2 20.00' 1 1 90'00'24" 0 u4i 14.5' 14.5' 1 Typ. Typ. 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE .12 0 LLI 0 z 0 F- 8 0 W + Ld z: 00 0 v) F- < < uj W d UL U- t a w 0 cn w 0 aw CO a -Z Lu z Lu cz C, Lu Lu U- (1) Lmu Lu Uu) z Zj ix:9 0 W u m w w m w z co U) 0 z w Ci cy) 0 c1r) 0 Z Lu Lu Ce 0 z 0) L0 cl) zm w P. Lu z Lu 0 Lu X 0 07- E 7 LLJ w 2 cc 2 (E-L z C, Fn 0 w w 0 > 04 < Z w cu a- 0 0 uu co 0 c! r- 0 ow a: = z w — z w z 0 1- a w 0 D 0 .6 L a: >_ w 4- < -� 00 <z m 0 (1) U5. LLuu se Lcul wo u�_ °C)� ) (6 M Z z oa- U) c!) z cr, Z UJ W Lu m ui co W Lu > C) 2: c w a <z wo 0 2 2 <t (1) cy) 0 U) Oz g Lu W c) a z ca ()6 r,. LLI LL z Lu 003: Lu z Fi:� z Lq g z > cy) 03 z I— Ir- z -0TOT<1­00 w 0 25 0 w C-4 CD W F- 0 Z 0 0- z C) UJ 0 z�w w 0 z Ll N a.- 0z a- > in cn w 0 z 6x0ffil,--zw<62 m I— K ow Z L 0:;Fc a W> LLL. Lu CL m <1 0 0 Z<Ujzo- LLJ Lu Co LL W 2 0 u>. -1 0 0 CL C6 :c 0 c2l; ww- m Z < < 0 X: cl) W w wo dQ� 0�wu_r > uz) Ul 0 L U Uwj cxti W F- 0 LU .1� p D > 0j j wz �: (n LO < a) mLu0 �- awn !� Lzu ca 0 x w z _N_ HORIZONTAL: 1 is =50' VERTICAL: 1"=2' PHASE 1 PHASE 2 31.41' ON CURVE w 00 co LO r4l.. w 00) oco Z* co z min * w 0 . -COCO r*-% 0 r%.. , r*-,. r4%.. m r.-. 0 0 cn . . . . . . . . . . . . . 14- + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 XQ- 0 OW Zo 0 380.'. . . * .... *. . . .. * .... N 0 ................................................... ......................................... * ............ ...:380 + 00 -- -- �---- - - - - -. � 6XISTINC ROUMI� P1,?r_1F1Z F_ r . . . . . . . . . . . . . . . . . 378 ............. ............................................................................................................................ ...:378 +0;23% ........................................ —.0-207o ....... ....... ....... ............ +0.;.23% ............................................. DESIGN F10Ni1NE PROM E - 376 :...:...:...:...:...:...:...:. � --:...:...:...:...:...:...:...:. ..:...:...:...:...:._.:...:...: ...:...:...:...:...:...:...:............................................................................. 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 1 PHASE 2 31.42 ON CURVE clq w .4- LO 00 000 0 to to z m (6 (0* mrl**%r*-. m r*-- M ui 0 JAM QM j_j o LL-LL- + m < C:) W :2 CA O X a_ ....................................................................... ; zin .............................................. 0.1 ............. 0 0 + 0 �0' 380 ........... to + .......................................................... .................................. . ............... ............... ....380 . i �. co ............................................................................. '[__,V,�ANG *0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A T Fl- 0 WZ -IINF 378 * ......... * ......... ........ .................................... ...................................................... **..378 . I 0 5 070 +0*21% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.21.7o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R OW INE DESyGN PROqf 376 :...:...:...:...:...:...:...:. � � ............:...:...:...:...:...:...:.. .:...:...:...:...:...:...:...:. ..:...:...:...:....:...:...:............................................................................ 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE D w W W > Z Z LuW F- 2 0 ct) > w F_ 3 w L.L T 0 < Ix Q. a Q. EER oao4�� � w � M > U O p -waft w w o' ��'��S�s�a *SAP L NY Of '0� • �1 co Cp Ci 1 • • V) F__ 00 Z 0 0 U) > w co 00 DATE 05/28/2013 V), PA JOB No. 2078B => SHEET w > 0 n m 00 OF 06, SHEETS 1� -�8s3 _N_ HORIZONTAL: 1 is =50' VERTICAL: 1"=2' PHASE 1 PHASE 2 31.41' ON CURVE w 00 co LO r4l.. w 00) oco Z* co z min * w 0 . -COCO r*-% 0 r%.. , r*-,. r4%.. m r.-. 0 0 cn . . . . . . . . . . . . . 14- + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 XQ- 0 OW Zo 0 380.'. . . * .... *. . . .. * .... N 0 ................................................... ......................................... * ............ ...:380 + 00 -- -- �---- - - - - -. � 6XISTINC ROUMI� P1,?r_1F1Z F_ r . . . . . . . . . . . . . . . . . 378 ............. ............................................................................................................................ ...:378 +0;23% ........................................ —.0-207o ....... ....... ....... ............ +0.;.23% ............................................. DESIGN F10Ni1NE PROM E - 376 :...:...:...:...:...:...:...:. � --:...:...:...:...:...:...:...:. ..:...:...:...:...:._.:...:...: ...:...:...:...:...:...:...:............................................................................. 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 1 PHASE 2 31.42 ON CURVE clq w .4- LO 00 000 0 to to z m (6 (0* mrl**%r*-. m r*-- M ui 0 JAM QM j_j o LL-LL- + m < C:) W :2 CA O X a_ ....................................................................... ; zin .............................................. 0.1 ............. 0 0 + 0 �0' 380 ........... to + .......................................................... .................................. . ............... ............... ....380 . i �. co ............................................................................. '[__,V,�ANG *0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A T Fl- 0 WZ -IINF 378 * ......... * ......... ........ .................................... ...................................................... **..378 . I 0 5 070 +0*21% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.21.7o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R OW INE DESyGN PROqf 376 :...:...:...:...:...:...:...:. � � ............:...:...:...:...:...:...:.. .:...:...:...:...:...:...:...:. ..:...:...:...:....:...:...:............................................................................ 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE D w W W > Z Z LuW F- 2 0 ct) > w F_ 3 w L.L T 0 < Ix Q. a Q. EER oao4�� � w � M > U O p -waft w w o' ��'��S�s�a *SAP L NY Of '0� • �1 co Cp Ci 1 • • V) F__ 00 Z 0 0 U) > w co 00 DATE 05/28/2013 V), PA JOB No. 2078B => SHEET w > 0 n m 00 OF 06, SHEETS 1� -�8s3 CONSTRUCTION NOTES [I] CONSTRUCT 6" CURB & GUTTER PER C.O.B.. STD. DWG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". FAI CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. F-51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST--4. F-c SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR FENCE LINE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. EXISTING CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING - -c XWT - PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. F81 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED PER AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-91 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. Fl-01 PROTECT IN PLACE EXISTING UTILITY POLE. FiMi CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST--17 (CONTRACTOR SHALL COMPACT AREA �� UNDER CROSS , - GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 2 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 Lo INSTALL ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE r r7 oM DEDICATED BY SEPARATE INSTRUMENT ). Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. ....... ................................ INSTALL STREET NAME SIGN PER CITY STANDARDS. CONSTRUCT TEMPORARY SUMP (18" MAX. WATER DEPTH) 2:1 SIDE SLOPES WITH PHASE 2 IMPROVEMENTS. DRAINAGE EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. TEMPORARY FACILITY TO BE REMOVED, BACKFILLED AND COMPACTED WITH PHASE 5 IMPROVEMENTS. WOLF RIVER AVENUE -u- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 INSTALL R1 -1 STOP SIGN Wei STOP BAR. 0�- INSTALL 9,-860 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. °---- - -• --- RIGHT-OF-WAY SEWER os SEWER MANHOLE Q EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C-0-D EXISTING UTILITY POLE DETAIL "e» SCALE :1 "-=20' uj z r 0 0 0 co 0 0 L.LJ p z 0 F-- JpLd + Li! _ 00 _ C) TZ V) Q Q Lu i-- Li! V) V) 3OTTOM =377.4 L WS =378.9 ADJACENT GRADE= 3813.9 - F z a Ir a � ���! S 7III ?�'- —7!1- RW 30 30' FL FL VARIES fig` 10' 20' 20' 10' \k- �� ��! ����� `� --- 2' TYP. 2' TYP. lor GRADE LINE SEE PLAN VIEW FOR--' * SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR PARAMETERS LOPE 6O' RIGHT —OF —WAY CAS TYPICAL LOCAL STREET SE, �, I NOT TO RW 4\ _ VARIES —6"" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 0 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI= 4.5 R =55.0 PHASE 2 CURVE TABLE __11z EXISTING EDGE OF PAVEMENT TANGENT oL- - - EXISTING FIBER OPTICS LINE 31.42' - - EX36 "S- - EXISTING SEWER MAIN WITH SIZE 30.00' -- OHL- - - EXISTING OVERHEAD UTILITY LINE C3 �---- EXISTING FENCE LINE 89'58'51 " -- GAS- - - EXISTING GAS MAIN � - -c XWT - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 382 . . . . 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3 ) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. DETAIL "e» SCALE :1 "-=20' uj z r 0 0 0 co 0 0 L.LJ p z 0 F-- JpLd + Li! _ 00 _ C) TZ V) Q Q Lu i-- Li! V) V) 3OTTOM =377.4 L WS =378.9 ADJACENT GRADE= 3813.9 - F z a Ir a � ���! S 7III ?�'- —7!1- RW 30 30' FL FL VARIES fig` 10' 20' 20' 10' \k- �� ��! ����� `� --- 2' TYP. 2' TYP. lor GRADE LINE SEE PLAN VIEW FOR--' * SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR PARAMETERS LOPE 6O' RIGHT —OF —WAY CAS TYPICAL LOCAL STREET SE, �, I NOT TO RW 4\ _ VARIES —6"" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 0 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI= 4.5 R =55.0 PHASE 2 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.13' 30.01' 90001'09" C3 30.00' 47.11' 29.99' 89'58'51 " w z J C] D 114.51114. 5' ' TYP. TYP. 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE 0 W � 0 W � �2 00=� F- W J W W � i i ui!4= UL. L X020 wow °Q_ ' w� Lu c 0 �� <if 12- �� ©�� „z0-z '..,. L Lu 0 ill u. �-- �- va i-- . Q )cam' -�=,zacs z C� L0 Lu I— Lu < z cl) ui --- 2 co w C�w =w�t3s� °E T- � z �=c7 a c�- ? ELog v_c o �pC� ~�t=_z (0 ZZW C.3WZC3F-W w o � �" m y= v � <C Cl3Lu W' VjMZ0 �. LL ZZoL"°-Iz0 U) c coo Caw o-'0CL Z + UjLu > ��Z0w CN1 Uzi F- co o < QaZ0 ®o� w (1) C) 06 Uj LL ce co 4-0 z ©W�aLu; �- - oo CD tn©- C.�w z0n.. O zpwwLL w o z < p fr pozZO�OwW0< �wp �t„�pzz0 �C 0 F-- z w u- c3=� w_„�oac�w U) CD C)3; wwz0ow LZ a. � u� ,� � a.0 W � o w� =z��W®� 0 z � W aW. 3:: z I— T 5 a _j 6 cu; wpWww1w,Z pww zw � -j - in l) �Zo -2R o )5t9 :: w co < 9 44 w Lill 00wZ V3>-� Lo _N_ HORIZONTAL: 1"=50' VERTICAL: 1 " =2' 31.42' 3142 ON CURVE ON CURVE 31.42' 31.42' ON CURVE-1 ON CURVE 47.13' ( ON CURVE �-.-- 47.11' ON N CURVE � W 2 � Urn O Ix UNUN N OC N � co r7 O 14114%. po0 0 �i� n CAN Ud' m W � W � W�m� �a vi WOOm00 382 . . . . . . . • • • . _ . . OM � . . . M . t` M. . . OMUMM m�^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� t� M. r r7 �M r �M Lo � M r r7 oM Lo �r� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O�DM ....... ................................ r 0 ............ -00:1 _N_ HORIZONTAL: 1"=50' VERTICAL: 1 " =2' SOUTH FLOWLINE PROFILE 51q LL w w M w w w of 0 c a. n IL i �\�AEER * 0 R_ 1* t ao w y >0 w z SHEET 0 ry CL m 00 I-, 0 CN 0 F I 'b SHEETS k , � .- t4_,?:T�3 31.42' 3142 ON CURVE ON CURVE 31.42' 31.42' ON CURVE-1 ON CURVE 47.13' ( ON CURVE �-.-- 47.11' ON N CURVE � W 2 � Urn O Ix UNUN N OC N � co r7 O 14114%. po0 0 �i� n CAN Ud' m W � W � W�m� �a vi WOOm00 382 . . . . . . . • • • . _ . . OM � . . . M . t` M. . . OMUMM m�^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� t� M. r r7 �M r �M Lo � M r r7 oM Lo �r� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O�DM ....... ................................ . . . . . . . . .3HZ ............ -00:1 r + ......�- ...............- ...................382 Zo 380 :...:...:..+ 0 - -. .... .......... + . ............................:...A EXISTING GROUN * PROFiLE : r,�`­Z.OI �L/ Ni ............................................................. . ..380 co 0 EX /STwG GROG;ND PROFILE � � - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . TiT-�c . . . . . . . . . . . . . . 378.* ...:...:. . — _ . +1��% -- 0:5090 4-0.237. +a � 378 .. ............................ • -0.20% . L1ESlGN FLON2/N£. PR09�/LE ................. 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25+00 26 +00 ................................. NORTH FLOWLINE PROFILE .... � PHASE 2 . . . :. . . � y SOUTH FLOWLINE PROFILE 51q LL w w M w w w of 0 c a. n IL i �\�AEER * 0 R_ 1* t ao w y >0 w z SHEET 0 ry CL m 00 I-, 0 CN 0 F I 'b SHEETS k , � .- t4_,?:T�3 31.42' 31.42' ON CURVE-1 ON CURVE 31.42' 31.42' ON CURVL-I ION CURVE �-.-- 47.11' ON N CURVE � Z (JIM ULoUpt) C) L0 Utn 0 I*--.0 I4%. VO CAN Ud' J m� W�m� W� LnaO WOOm00 ��i mOi Lo (7; U �� t� n M r r7 �M r �M r � M r r7 oM r �r� � � M 382.......... f-- ................................ �- Lo ............ r o r ......�- ...............- ...................382 0 EX /STwG GROG;ND PROFILE � � - — — — -- — — -- — — — —• - -- . 380 * ............ ................................................ .... .. ............................ .... ................. ........................ 380 ............ ................................. ............. .... .............................. . . . . :. . . � y . f0.�0% . . . _ . . . . � . . . . . 378. ........... ........ _ =� � 0� � ........... �- 0.50....+0.5 +0.20% . 090 +�'� . . . . . . . . . . . . . . . . . . . . . . DES//GN fLOiKlNEPRW7LE � � 37H .................................................................................................................. •DESYGN•FLOIK/NE PRa1�71E . . . . . . . . . . . . . . . . . . . . . . . . 18 +00 19+00 20 +00 21+00 ............................... 22 +00 23 +00 24 +00 25+00 26 +00 SOUTH FLOWLINE PROFILE 51q LL w w M w w w of 0 c a. n IL i �\�AEER * 0 R_ 1* t ao w y >0 w z SHEET 0 ry CL m 00 I-, 0 CN 0 F I 'b SHEETS k , � .- t4_,?:T�3 CONSTRUCTION NOTES El CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A FAI CONSTRUCT TYPE "A" CATCH-BASIN PER C.O.B. STD. DWG. D-14. F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. Fn SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 171 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN'. F-8-1 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-fl RELOCATE EXISTING UTILITY POLE COORDINATE WITH UTILITY OWNER. 1-01 PROTECT IN PLACE EXISTING UTILITY POLE. ED CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS-GUTTER AND A MIN. OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 Fl -21 INSTALL "END ROAD I$ WITH OMH-3 SIGN AS SHOWN (TEMPORARY. TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). C� CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. CURVE TABLE U�� U- RW RW 0 6: Fj Lu 0 0 U) w L" I— M 0 CURVE RADIUS LENGTH TANGENT DELTA P oo T z LLJ j< Rl -1 INSTALL R -1 STOP SIGN W/ STOP BAR. 30 30' z cf) L"xi lz ;� W co uu Cl Af)" co m 1 20.00" 31.-rr.. 20.00' 90*00"00" FL FL Lu LL INSTALL 5,4bb.i LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. Z 0 1-7 .20 0 (L z Fx 10 20 20 10, Lu m LL, Lu z: 0 VARIES 'o VARIES ix co zw cl-o- o c 13 C f) � - 0 RIGHT-OF-WAY U) 7 ymv oz uz) tl-) C/i cn CIO c 6 Lo 2' TYP. 2' TYP. Lu CC co SEWER w m z Cc C) MIN. *27o t2% LLJ = > LLJ Z, ww 0, > CN SEWER MANHOLE S13 Iwo- UJI F,, \`�\ \fig- '`t,�-- t \ \.. {ll,� %r 1 1;- -. 1/ v �1101 m z z r Lcu, Cc LLJ w a- 0 0 t-) uu z < 0 IK- �X_ Z CUQ EXISTING SURVEY MONUMENT PROTECT IN PLACE. 6"" TYPE '213" CURB &. GUTTER z :��cr 5: z a ui X W/ 4.53' WIDE SIDEWALK w o 0 z >- Lij 0 < 0 - w < co o co EXISTING UTILITY POLE o cj c� Z 0 W�e LIU L U " U- GRADE LINE 3: _j 3:: 120 Uzi 0 - a - zo lzo lo U) SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND 0 0 c STRUCTURAL SECTION wo �: o 0 CL z Cc IZI EXISTING EDGE OF PAVEMENT SEE C.O.B. STD, DWG. SIDEWALK (TYP.) 6" MIN. TO 90% MAX. C 0 u 0 80- cxo uwi w Zi ST-11 FOR SLOPE DENSITY. 0 L U <z Ui c 0 rr- Zw 0 (1) M PARAMETERS 60' RIGHT—OF—WAY 0 cn 2 z z L-L w c) FOL- — - EXISTING FIBER OPTICS LINE 14.5'14.5 �2 Z w 5 0 9 w 1�� ul Li- - w w A.- 0 o < z W TYPICAL LOCAL STREET SECTION P. TYPO ct) J—_ ww 0 0 -LF--X,36"S— EXISTING SEWER MAIN WITH SIZE cw/) _wj o cz ry NOT TO SCALE z i�-- oz 0 u< Z C) CD -OHL-- EXISTING OVERHEAD UTILITY LINE 0- z 0 cc'L co www w-oz< LLJ 0 go w c\l 7' TYP. 0 w z z: 0 w 0 < or_ EXISTING FENCE LINE - CL Z a- w 8 0 co 0 w 0 z w z z u- 0 < w oz ww z --GAS-- EXISTING GAS MAIN TYPICAL DRIVEWAY DIMENSIONS ��a��riwzz� LLI UL w Lu NOT TO SCALE 2 co 5, <, o) w 0 a- --EXWTR-- EXISTING WATER MAIN Cl) LLI Z< 0 cf) W li u 0 L.L (r L� z 0 w 0 o 0- - 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE cc6m ;� ow W 2 PER CITY STANDARDS. wo T 6 wn wzlr::� ow o U- z w 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ce w> - J LWL z 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. w w I.- 0 o ww w wwo LL w w o >m z w w c" u < W-j o COL L.0 Uj 0 0 ui Z 15 Fiq Zw 01- F- V) LLJ LLJ Ld z m: 0 V) V) UJI Ld (f) PHASE 1 Z I I I f-I %*00 "%.r% I %,A �r � 1 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 8=55.0 PHASE 4 0 to C) z • 0 F- LO Lj zi + Lj V) _N_ HORIZONTAL: 1 " -50' VERTICAL: 1*$-2$ U- oc 0 ICL w w z m ?>> (9 in Z Z w 2 w w 0 > W w w 0 U- cr U. w < CL 0 a. 0� 0 00 q* 1001, M > 0 0- v w /03H 54.98 31.42' 31.42 ON CURVE ON CURVE ON CUR\lLl � Q cr_ 0 0 Lo c*4 w co w co w co Q_ r*-. w UM W00 UN 0000 UM 3: CO z m m W 0) 00 00 o6 M oo* 00 00 P... r*%. o to r*.,.. 0) 0 M �� to to '�T 67ROUND PR OR/- f to u.j EXI // V C7 Lo d A T FZ 0 WZ INI_ co 380 ........ .... -,* 7- 1 ................. r .............. + ....... < ................ 380 8 +-'—* ................... ........................................ co ........ ...................... ................ ............................ co ............ ....... 14� +0.20% a/ 0.297o* _ W ........ .............. 0 .......................................................... ....... ............... 378 o� 378 - �0,; 2�O 71111 C—� +0.20% 0 DESION FL 0 K INE PROFILE �.�..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 ............................................................. .................................................................................................. 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1 NORTH FLOWLINE PROFILE PHASE 1 PHASE 4 00 0 z 0 Ln m 00 (000 j w to r7 pry = 3 0 V) co 6 __ ±_____i___ DIIST111V6 CROUND PRORZE + : — _-_ __ 0 tyz //Vz- AT fL 380 ............. . ......... .............................................. ................. ................ 380 ...... 00 00 00, 0 14 - Lo z ................................ .......................................................... ............................... . ................ 0 ol 31 W V) 378 :...:...:...:...:...:... ... —*0.297o 00 . . . . . . . . . . +0..20% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ 378 +0.20% DATE 0512812013 OfY&V IZONNE PROKLE PA JOB No. 20786 - - - N ................................................................................................................. ............................... z Ld SHEET 0 376 ................................................................. .................................................................................. 376 ry 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 m 00 SOUTH FLOWLINE PROFILE 0 C114 OF '1115 SHEETS CONSTRUCTION NOTES a] CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. TANGENT 1901000"00" CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. F31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A Rl CONSTRUCT TYPE "A" CATCH—BASIN PER C.O.B. STD. DWG. D-14. F-5-1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. ai SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR EXISTING FIBER OPTICS LINE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING FENCE LINE PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. F81 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-91 RELOCATE EXISTING UTILITY POLE COORDINATE WITH UTILITY OWNER. [1-01 PROTECT IN PLACE EXISTING UTILITY POLE. 11 CONSTRUCT WIDE CROSS—GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA Lj UNDER CROSS—GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 Fl 21 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE < 0 > u- z W ul W OF- W W L� 0 im W' DEDICATED BY SEPARATE INSTRUMENT). CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. < ww W Lu 0 d Lu Z W X 3: C'o W 0 Lu Z D INSTALL STREET NAME SIGN PER CITY STANDARDS. w 0 0 O 0 V_ • III 5 1 0 1 3 1 1 1 in I w dump Iftw 0 0 0 0 0 LLJ Lj �— w lq- m L.LJ Z) LLI 0 + 0 LAJ 0 0 ui Z Ld :2 z 0 j W3: j ui Lo L f) C4q 0 > + + m < m < 0 C14 LAJ uj Ld LLJ V) V) HORIZONTAL: =50$ HASE 4 VERTICAL.- " 1 " =2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 4 31.42' 1 ON CURVEI w c*4 w to 000 UN Q 0 m r*.. M CD 10 m 0 r*,.% to 0 ............. ........ r ........... 14- + + r.- 0 = -- - -- 3..... ................................ 380 EXISTING GROUND PlUWF . . . . . . . . . . . . . . . . . . . . . . . 378:...:...:..�050� . ............................. 378 = 0.20. . . . . . . . . DESIGN - R 0 K INE - PROfZ f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 :...:...:...:...:...:...: ...:...:...:...:...:...:...:376 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 4 - 31.42' 54.98' ON CURVE ON CURVE w 00 UD 0 M 0 m 06 O 0M �M � 380:...:... _ _ . -_ Lo + cq V__ . 380 . .......... ...... . — .. ......... ExIf TING 6RDUND PROFILE ..........................AT FLOWLl�1/E. 378 :...:...:.�:�..�o�.... ................... ...........:378 —0-207o . . . . . . . . *DESIGN .R.Off-INE*PRORE . . . . . . . . . . . . 376 :...:...:...:...:...:...:...: ...:...:...:...:...:...:...:376 — 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE c c c a a Li FL 9+09.24 0 �y m VARIES 0 �`. �! Vii\ �� i��� � p er) 0 Lij 30' 30 FL FL —10 20 20 ". I 2 2' TYP. 2' TYP. 2% *2% MIN. *27o Mjj�. Im GRADE LINE SEE PLAN VIEW FOR —j SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR SLOPE 60' RIGHT—OF—WAY PARAMETERS A TYPICAL LOCAL STREET SECTION v _ a I NOT TO SCALE c c ""T-' I v I lwo I I N I V %J I I v v /�A I 00 VARIES 7- M 61' TYPE "B" CURB & GUTTER W/ 4.51 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.40* CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 CURVE TABLE INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-- 1 INSTALL Rl—1 STOP SIGN W/ STOP BAR. TANGENT 1901000"00" INSTALL 5;5o6 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. Cl RIGHT—OF—WAY 31.42' SEWER cl) 1— 0 oz cn c) SEWER MANHOLE 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. 6.94" EXISTING UTILITY POLE C3 EXISTING EDGE OF PAVEMENT -- FOL -- EXISTING FIBER OPTICS LINE -EX36"S-- EXISTING SEWER MAIN WITH SIZE -OHIL-- — - EXISTING OVERHEAD UTILITY LINE o-- EXISTING FENCE LINE GAS- - - EXISTING GAS MAIN -EXWTR-- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. • III 5 1 0 1 3 1 1 1 in I w dump Iftw 0 0 0 0 0 LLJ Lj �— w lq- m L.LJ Z) LLI 0 + 0 LAJ 0 0 ui Z Ld :2 z 0 j W3: j ui Lo L f) C4q 0 > + + m < m < 0 C14 LAJ uj Ld LLJ V) V) HORIZONTAL: =50$ HASE 4 VERTICAL.- " 1 " =2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 4 31.42' 1 ON CURVEI w c*4 w to 000 UN Q 0 m r*.. M CD 10 m 0 r*,.% to 0 ............. ........ r ........... 14- + + r.- 0 = -- - -- 3..... ................................ 380 EXISTING GROUND PlUWF . . . . . . . . . . . . . . . . . . . . . . . 378:...:...:..�050� . ............................. 378 = 0.20. . . . . . . . . DESIGN - R 0 K INE - PROfZ f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 :...:...:...:...:...:...: ...:...:...:...:...:...:...:376 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 4 - 31.42' 54.98' ON CURVE ON CURVE w 00 UD 0 M 0 m 06 O 0M �M � 380:...:... _ _ . -_ Lo + cq V__ . 380 . .......... ...... . — .. ......... ExIf TING 6RDUND PROFILE ..........................AT FLOWLl�1/E. 378 :...:...:.�:�..�o�.... ................... ...........:378 —0-207o . . . . . . . . *DESIGN .R.Off-INE*PRORE . . . . . . . . . . . . 376 :...:...:...:...:...:...:...: ...:...:...:...:...:...:...:376 — 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE c c c a a Li FL 9+09.24 0 �y m VARIES 0 �`. �! Vii\ �� i��� � p er) 0 Lij 30' 30 FL FL —10 20 20 ". I 2 2' TYP. 2' TYP. 2% *2% MIN. *27o Mjj�. Im GRADE LINE SEE PLAN VIEW FOR —j SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST-11 FOR SLOPE 60' RIGHT—OF—WAY PARAMETERS A TYPICAL LOCAL STREET SECTION v _ a I NOT TO SCALE c c ""T-' I v I lwo I I N I V %J I I v v /�A I 00 VARIES 7- M 61' TYPE "B" CURB & GUTTER W/ 4.51 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CONSTRUCT MIN. 0.20" A.C. PAVING OVER MIN. 0.40* CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 CURVE TABLE CURVE I RADIUS I LENGTH TANGENT 1901000"00" DELTA Cl 20.00" 31.42' 20.002 cl) 1— 0 oz cn c) C2 35.001 13.70' 6.94" 22*25'35" C3 35.00 54.98" 35.00' -90*00'00" C4 84.00' 197.70' 202.06' 134*51'11 to ui z 0 ) . ' iY =N 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE T� lr� ui > LJ Z) UJ Z LLB > W 0 < Ld 3:: LLJ V) FA,.lMR N pq HORIZONTAL: 1 so =50$ VERTICAL 19$_21 PHASE 5 PHASE 2 31.42' 54.98' ON CURVE ON CURVE w>- 14- ir 0 000 mo~ . r< - wD 382 ...........................m ...... w r ..................................................... cm 0 382 to Lo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . i .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 3-- 380 :...:...:...:...:...:...:... ......................................... ................................................................. z T)N(7 GROUND IDR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .00000 378 :...:...:................... ........ I'll ................ ..+0.21%. ........ .................................................... ... 378 -DESIONZWKINE PRO&fZE . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE PHASE 5 _ ,PHAS ui LL ui 0 (1) o- LL U- I " C5 LLJ o �- 8' Z2%6 ui z cl) w 8 w!T2T<)._p N 0 Lo m to w rn * CL Z z W_ L LLj z uj rn co ll� X U) cl) 1— 0 oz cn c) z cr) Lr) Z Lu Ly cn zm 2ui u< z >= C) Ag uLi = IZD OF Umj um, Imo LLJ T7 0- > C4 cc u, �� =Pr. z Lo 0 CL F- 0 W Z w Wo z< LLI 0 _1L 0 m C-) 0 C6 LWLI yw- cwl Cfi ui co Z 0 z a. 3: w i ca < cf) L_ U- U) 9 0 z o 0 cl) ­3 0 CL Z cu In Z W w LLI X w W Lij > o a z< wm m N ep _w 115 4 r U) 0ow �- = a Z Lu m w W w LLI LL_ 0 <z L ow Lq 6 9 W .1., V) U) F-U L)J E) w C U) Z 0 CL pw jz < Z 44 W 0 w (.) < Z z CO UJ CD ww LD w CL z 0- F- w >0 o 0) W 0 z z o Z ' N T_ < C) LLI m�_ z ww Znu)� < g lqo A I �Z_ 6) PIZ /M ................................................ LL w ' Q W g Z u W, 0 _ 0 0 Lj z 0. w a. w w 0 0) z�wzpZ ow cwl w oco < 0 > u- z W ul W OF- W W L� 0 im W' w`�2o > !;� D 6-2—wm w w ....................................... < ww W Lu 0 d Lu Z W X 3: C'o W 0 Lu Z D +0..20% .................. I ...................................378 HORIZONTAL: 1 so =50$ VERTICAL 19$_21 PHASE 5 PHASE 2 31.42' 54.98' ON CURVE ON CURVE w>- 14- ir 0 000 mo~ . r< - wD 382 ...........................m ...... w r ..................................................... cm 0 382 to Lo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . i .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 3-- 380 :...:...:...:...:...:...:... ......................................... ................................................................. z T)N(7 GROUND IDR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .00000 378 :...:...:................... ........ I'll ................ ..+0.21%. ........ .................................................... ... 378 -DESIONZWKINE PRO&fZE . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE PHASE 5 _ ,PHAS Affli'll ui yy 0 U- i� W LLJ > Z 2 y,: 5 ED z Z ui 2 LLJ c) u) uj w i LL > 0 < w w < CL 0 a. \XAEER IV 4;5� 00 cn � M w 3 > U w Li 00 CN Ln ca ro C-) co co 1 ^ Z o U) > Lu co I'-- 0 DATE 05/28/2013 PA JOB No. 2078B SHEET Ld 0 00 0 CN OF 15 SHEEN'S 11 -c�853 ON CURVElLo N 0 Lo m to w rn * Urn 11000 W 00 0 w co r"-- 00 ma 00 ``'°' 382 382 ....... l< a- 0 r�, - - *:* ............................. MY. 1�1: <> rr.; m r*11. . . Lo 0 + 0 C4 . . . . . . .+. .00 00 + 0 00 .. . . . . . . . . . . . . . . . . . . . . . + 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . u ) a� . . . 00 LA- 380:...:...: U- .. ...... ........................ U ............... ........................ lqo A I �Z_ 6) PIZ /M ................................................ 380 wool .00 ............... 378:...:... ....................................... ...... ........... +0..20% .................. I ...................................378 .+0.22 % + 0. 2 5 7o" - ........................................ 4 1 SIGN fZ 0 K INI AMWIR5L f 0................................................................................... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Affli'll ui yy 0 U- i� W LLJ > Z 2 y,: 5 ED z Z ui 2 LLJ c) u) uj w i LL > 0 < w w < CL 0 a. \XAEER IV 4;5� 00 cn � M w 3 > U w Li 00 CN Ln ca ro C-) co co 1 ^ Z o U) > Lu co I'-- 0 DATE 05/28/2013 PA JOB No. 2078B SHEET Ld 0 00 0 CN OF 15 SHEEN'S 11 -c�853 r {; a�;; _, CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. INSTALL CONSTRUCT 4.5" WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. INSTALL CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE A F-4-1 CONSTRUCT TYPE "A" CATCH—BASIN PER C.O.B. STD. DWG. D-14. [11 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. F-c SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR SURVEY MONUMENT PROTECT IN PLACE. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EDGE OF PAVEMENT PER C.O.B. STD. T-34 (SEE SHEET 2 • INTERMEDIATE PULL BOXES NOT SHOWN. F8_1 CONSTRUCT 201 WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED SEWER MAIN WITH SIZE AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9_1 RELOCATE EXISTING UTILITY POLE COORDINATE WITH UTILITY OWNER. FlO1 PROTECT IN PLACE EXISTING UTILITY POLE. EXISTING CONSTRUCT WIDE CROSS—GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA EXISTING UNDER CROSS—GUTTER AND A MIN. OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 Fl-21 CONSTRUCT "'END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 !! INSTALL ROAD WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. Ll. Uj 0 w Z g cf) >- W ==Dwmo wz:=D INSTALL STREET NAME SIGN PER CITY STANDARDS. 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. .4-1C P4 -1-6 . OA FL 9 +11.8 R W R W 30 30' , FL FL VARIES 1 10 20' 20' _10 4t VARIES 2• / __ _ 10 2' TYP. 2 TYP. 117, / F� R, w 5`-/ _ _1�f 21clo' 2% *2% MIN' *21/07o Mjr4 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND SEE C.O.B. STD, DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. .ST-11 FOR .SLOPE DENSITY. PARAMETERS 601 RIGHT—OF—WAY A TYPICAL LOCAL STREET SECTION NOT TO SCALE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00" NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 4 CURVE TABLE INSTALL TRAFFIC SIGN PER CITY STANDARDS. R 1 — 1 INSTALL Rl—1 STOP SIGN W/ STOP BAR. _r77*j_ INSTALL 9, ,eaC')LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14. 20.00** RIGHT—OF—WAY C2 35.00 SEWER 35.00" 90000,00" SEWER MANHOLE 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. c-Q-) EXISTING UTILITY POLE _j;� _ IZI zZz EXISTING EDGE OF PAVEMENT —FOL- EXISTING FIBER OPTICS LINE -EX36"_-)_ EXISTING SEWER MAIN WITH SIZE —OHL-- EXISTING OVERHEAD UTILITY LINE z C) LLI 0. EXISTING FENCE LINE GAS- EXISTING GAS MAIN --L-XWTR-- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. .4-1C P4 -1-6 . OA FL 9 +11.8 R W R W 30 30' , FL FL VARIES 1 10 20' 20' _10 4t VARIES 2• / __ _ 10 2' TYP. 2 TYP. 117, / F� R, w 5`-/ _ _1�f 21clo' 2% *2% MIN' *21/07o Mjr4 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND SEE C.O.B. STD, DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. .ST-11 FOR .SLOPE DENSITY. PARAMETERS 601 RIGHT—OF—WAY A TYPICAL LOCAL STREET SECTION NOT TO SCALE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00" NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00" 31.421 20.00** 90*00"00" C2 35.00 54.98" 35.00" 90000,00" C3 35.00 3.70' 6.94' 22"2535" C4 84.00 197.70' 202.06 i134'51'11" w z 0 0-i 4.5'14.5 11 do TYP. TYP. 7' NP. TYPICAL_DRIVEWAY DIMENSIONS NOT TO SCALE 1*1�01 ■ 5 4 1 N, 31.42 000 0 1* 1* 00) m n ON CURVE eq VO w 0 m r*-- cr. r*,-- 00 cr_ c*4 owo Q. ices CL w 0 0 cq cc 00 r* p`�rj 0 0 to Lo 0 to to Lo 0+ 0 ci 0 L.L--j co V_ 04 0 + 00 U- 00 + oo + 0 w + ♦ _j r..% 0 LLJ LL_ U- z U- . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . LIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. L0 0 380.....-- - - - -_- -=— :--_:- .-- ...........380 . . - ------- - -__ -- . . . . . . . . . . � . . . . . . . . . . . . . . ........ ...................... ...................... .......................................... ......................................................................... E/.,/S/zwc GROUND. PROFILE A -T FZ 0 Y// 11VE 378:...:... ... ............................... ................................................. ........................................ 11�0* 2.1 X . . . . . . . . . . . 378 +0.00�pql +0.21% 0. —0-2710or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Of "SIGN - fL 0 #f INt - PR&I Af 376:...:..... ............ * ................................................................................................................................................. 376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16 +00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 4 54.98 31.429 ON CU 6N CURVE 0 co wN p ='d' M co - vo 0 W 00 * w 0 00 Lo U_LL co 380 * ............................ — .- - SOW :380 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . V7 . . . . . . . . . z c� co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS T1�16'1 - CROU10 PROFILE . . P?oflz t 378 :...:...:...:...:...:...:... . . . . . . . . . . . . . . . . . . . . . . A L 0 k IN� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-"*%0#2%3/wo mm-mmu.- ................ 378 0-po ................................— .0.25 .... .............................fL tK/NE .R�71E ............................................................................... o .....s MSIGN 0 P %' 376:...:...: .............................. . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................................................................... I ..:...:...:...:376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLiNE PROFILE ij ui u� U-U- a: 0 ui 0 (j) Lu 0 Lu I_ z Lm 0 Lu LU Uj Uj LoLi z Uj Co < p cf) co z LL. z 0 Z 0 Lu = z ui 0 LLJ Wco =Luz U ) >_ o w C6 co w cv) Z' w uj _j 2 z Co Lu Lu 1� (D UJ 3: 0 uj co C-);E 0 z 5 0 LL U) z z Lu 0 L:) Lu U) cwf) > �t— _ cl w o_ 0 o 0 COL, m K car C) 0Z 002z z cr- o 0 cz) -c"10- — 0 'Ll Y wl C/i 0 CL.L cf) ui cr_ CL W . nzo CL Z (j) C13 z 0 Z 0 o 06 (j) LL U) o 2 w i= (:) ") a- .i- 3: �, - ui:t uj (L/U) uzj �,. w > o I w w U) Z cu N Z cf) C) Lu c� <z ow 8 m 6 uw- W to Lit (1) cy) 01 w a) C) oe$ L L 1 oz tzo 0 9 0) 1 Z C-4 -1�� Of) (0) Z oz ui ca Lu < 0 0 < Lu m d (_) w w 0- a- QL'j- 0wUj z��0 �'0< z C) LLI 0. o z Lij F < LL Z Lcu'a Lu Lu CWL Loij 0 Lu LL_ ui < W �> ® 0 OZOSL) 3: z < w ui oww>-8wwmTm Zow 0 CL < -J - -r-i U>j 0 co U. 0, za 22 < OUJ ELI z < Z < 00 C) cl) j 2: of w u z > 0 < 0 zil oa- CL"L) ui o W < Uj0 > > z cl < cin 0 9 55 - 0 U) z z z c<11 wm Mw w 3 � 0 < - ui 0 3:: CL > 0 Ll. Uj 0 w Z g cf) >- W ==Dwmo wz:=D T- P a a. P o a w < M ij W 00 W 00 i z o 0 3: Fn Q > w F- 00 T 00 DATE 05/28/2013 PA JOB No. 2078B SHEET Lti 0 Of n In 00 OF I'S' SHEETS J�.S 3 ui ti 0 w w 0 z W Z w 2 LL, Lli L) w 3 0 W LL < > w U. w 0- Ix cl CL L \lt%EER 00 cn uj > lftw.. U. 0, za W 00 W 00 i z o 0 3: Fn Q > w F- 00 T 00 DATE 05/28/2013 PA JOB No. 2078B SHEET Lti 0 Of n In 00 OF I'S' SHEETS J�.S 3 STRIPING SPECIFICATIONS, 1, PAVEMENT STRIPING AND MARKING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, SECTION 84 -3 "PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS ". APPLICATION OF GLASS BEADS SHALL BE OMITTED. ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, &RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 2006. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MU7CD 2003 EDITION, DATED SEPTEMBER 26, 2006. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6, STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC .WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 17. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. i i LANGLEY B. N. S. F. ROAD RAILROAD I I I i i i i I i, 1 PAVEMENT DELINEATION LEGEND FLII INSTALL 12" WHITE LIMIT LINE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN NOTE.- PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN LEGEND Lj INSTALL NEW 1 POST SIGN. ■ FUTURE 1 POST SIGN. -�- SIGN LOCATION SIGN CODES OM1 -3 N YELLOW DIAMOND OBJECT MARKER SNS -METRO N METRO STREET NAME SIGN R1 -1 N STOP SIGN W1 -6 (L) NONE- DIRECTIONAL LARGE ARROW SIGN (LEFT) R26(CA) N NO PARKING ANYTIME W31 (CA) N END W1 -7 NTWO-DIRECTIONAL LARGE ARROW SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF STATION 18 +23 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION. WOLF RIVER RIBSTON AVENUE AVENUE 21 22 23 24 25 26 27 28 29 1 1 I � R1 -1 SNS - -METRO R1 -1 R26 (CA) Li /FUTURE STREET LIGHT TURE STREET LIGHT 229 22989 d01S d01S O i i i1� i �r 1� <S �� i i i i i i Ir � � � '� � i i '� i i .� � i i � � i �� r i i �� !� i A i i i i it i ! i i 0� i1e i i !� � � i i i i i � � i i � i r� �♦ _ R26 CA ° R26 (CA)--M ° - Ex SWR _ _ R26 CA LIMITS OF IMPROVEMENTS ° ■ L -- EX SWR - I R26 CA ° �. 'CI. R2 (CA)LL X S WR - - cn E. X S R - -- - - _ i 12. 13 14 15 16 17 18 ■ 18 +22.73 1 -- ® EX S; 21 +52.71 -- o--- n �--o- - -z -i�—�r --cam ^ -� a - �s -- - -c ^ -n-; ^ ^ „ ^ �- -- ■ 18 +77 ° INSTALL END OF ROAD BARRICADE WITH R26 (CA) R26 (CA) 22 Li Li 23 W31 (CA) /OM1 -3 ; SNS -METRO ; s SNS -METRO WLL- Z3 O L pa. Li w Me ui Lu �ZE Z uj:w � �a_ME u- ��� EX R/W wx:<z�"ZW uo rrcn =wz ° r 0 > (f) o� °����' ZW��_�5aw 0 0 cy) (y) Z 0) � BAKERSFIELD cn ui Lu �Z� -� 0 � z 0 �1� (D m W LL a � ��© >- C-4 -- �, � d0 O CI--- �tY_a :w C.0 0- fF- pz<C- .'F-F� Qo�Q Ozm��u �t4 < Lu w 0 LL cf) Z Z CUL 00 oz U) m� Wz�W��`��� (zo �_¢�,�Izo C �m Quyp500! Lu z2 m — - ,- v0 w *", r": p p � z > �-_ � . z oz It_ T_ aU��zpa ZL 0�� ,3wo� Z 0 W o �aza w> o p Z< Lut LL. zw z< zZZ Lu tu UJ 0W co mm � o cl) z�o�= cc6r z< .,. c!) - C� > j U � z Q Q2p p 33: 5 �o�r 0�- °2W >'� D - 8 0�— 2 3 z Fz) ui W0O�Z cr NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF STATION 18 +23 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION. WOLF RIVER RIBSTON AVENUE AVENUE 21 22 23 24 25 26 27 28 29 1 1 I � R1 -1 SNS - -METRO R1 -1 R26 (CA) Li /FUTURE STREET LIGHT TURE STREET LIGHT 229 22989 d01S d01S O i i i1� i �r 1� <S �� i i i i i i Ir � � � '� � i i '� i i .� � i i � � i �� r i i �� !� i A i i i i it i ! i i 0� i1e i i !� � � i i i i i � � i i � i r� �♦ _ R26 CA ° R26 (CA)--M ° - Ex SWR _ _ R26 CA LIMITS OF IMPROVEMENTS ° ■ L -- EX SWR - I R26 CA ° �. 'CI. R2 (CA)LL X S WR - - cn E. X S R - -- - - _ i 12. 13 14 15 16 17 18 ■ 18 +22.73 1 -- ® EX S; 21 +52.71 -- o--- n �--o- - -z -i�—�r --cam ^ -� a - �s -- - -c ^ -n-; ^ ^ „ ^ �- -- ■ 18 +77 ° INSTALL END OF ROAD BARRICADE WITH R26 (CA) R26 (CA) 22 Li Li 23 W31 (CA) /OM1 -3 ; SNS -METRO ; W1- 7/OM1 -3 SNS -METRO EX FENCE Li Li Li uj:w W1 -6L OM1 -3 ��� EX R/W Q.Q ■z 0 Q.Q ■s CITY OF BAKERSFIELD z z FUTURE (IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS) COUNTY OF KERN j- -- - - -- - - -- -- EX GAS — 3+ 2.71 - - - -- __ -_ -x S, _ 32' WIDE PAVEMENT SECTION - - -- - (PROPOSED) �,-�,,CITY LIMITS s SCALE: 1"=50' r— 00 cN r� V F di LLj LL w O ? Z w L14 N1, . o w > � -�� LL � ° w w < LL CLo \�AE'ER c 00 �, rd- cn 0. to .� o w CONSTRUCTION NOTES 01 CONSTRUCT PAVEMENT SECTION AS NOTED IN PLAN VIEW ❑2 REMOVE EXISTING CMU BLOCK CURB. ai REMOVE EXISTING SHRUBS AS NECESSARY FOR CONSTRUCTION OF NEW PAVEMENT, PROTECT EXISTING IRRIGATION SYSTEM. Q REMOVE EXISTING APPURTENANCE, COORDINATE WITH OWNER. F-5� SAWCUT 1' OR AS DIRECTED BY CITY ENGINEER. F-6-1 PROTECT EXISTING UTILITY IN PLACE 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. SPECIAL NOTES: 1) CONTRACTOR SHALL NOTIFY AND COORDINATE WITH EXISTING PROPERTY OWNER FOR ANY AND ALL EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED AND OR RELOCATED, PRIOR TO ANY CONSTRUCTION. V) (j c\1 • .n 00 0) N • C3� � N • I � 0) 0 (0 (3 r N t)0-`•. qr- . f c z 00LLJ U d- \U < 0 c QZQ��'� s �► ! ! ! i ! ! ! s ! ! ! ! ! ! ! ! ! ! ! ! ! ! i ! ! ! ! ! i ! ! i U LL �.'. 35' 35 w �- U- 0 O =1 z 0 =1 Z SOUTH RIGHT -OF -WAY LINE OF BNSF RAILROAD ° o w `-`_� -- -- — ---- RIGHT-OF-WAY z i Q o z -=f Q o NORTH RIGHT -OF -WAY LINE OF LANGLEY ROAD z III n Z 0 0Q 0 Q �m Lww¢!.:. z >- >-- 11 24 0- >- 1 24 00 w = z �" = j- ° —i/� — rl� EXISTING EDGE OF PAVEMENT Jv� �_ rr wow � � � -� f c� � o � �- u Z o z _j UJ 7 zWLum0 _ ___ _ owo_ CD I �>- 0 c 12 12 ! <>`� ! / r u�X¢zv,0wmco OH E-- EXISTING OVERHEAD UTILITY . LINE Z I o �A w w Z I o tr w f Ir co� w z �, > .¢ � o Q °- w(� Qom wc� .� f X00 °o <5ow M J� V) z IL V)z z�.ww z 0) L0 EXISTING FENCE LINE z _ 2 z m 1 m� one 2uu.I�wQz (o Lu�u¢.. W o GAS- — EXISTING GAS MAIN I �o I LL_ U_ z��F_rnaa °_ W 00 I �� > cv WTR- -- EXISTING WATER MAIN 2 5 w w w w M u� Cc 2� MIN 29� I ....._,_ ...�.......y�_., ..�.�.._, r...,_.� .._.. ..,..�.,.�. _ . , .., �..�._. _.a� ......_,�... _ ,,,._._ :_._ - u NAT GRD MIN 5 z z NAT GRD 2 N z ? _: _. m. _ ..M_:. ...:... ¢ Z I_ `�' chi z o �.¢�- -- MIN NAT GRD _ � -- NAT .GRD o z °- - c� ,oc z �- ° } Cllm o EXISTING UTILITY POLE, PROTECT IN PLACE — LU w ° (3 ¢ o ctj EXISTING SIGN wcr zZaa-wz2o�� le _ _ _ = CMU BLOCK CURBING 2 � � c� (� � o �, 90,00- . cc w W �� �� I�- �D ? m :3 cc Dw 3 a ZLu z� o x x 00 00 w w cn z cn z -�- -�- - " ¢ �-- ° z — o o Lu o cn L PROPOSED PAVING: _ o 3::. LL, LL, Lu cv WIDTH VARIES 1.5' -24' (NORTH SIDE) a z° cn,12z> WIDTH VARIES 1.02-5.21 ( SOUTH SIDE) o-- ---- ' v z ° Z o 0 PROPOSED EDGE OF PAVEMENT w w cr a z w O W V ¢ W EXISTING PAVING; �. o Of Z > ¢� N 5 � �,aza.F-woo�0 t- EX. AT&T SHRUBS w o z � ca z z WIDTH VARIES 18.11-20.1* 5 a �, SPLICE BOX � � (� —z —m zzz — LANDSCAPED °' w�wwUow QwLj >¢�u.IC ?0 rA"**N TYPICAL SECTION TYPICAL SECTION AREA U3 U3 LU � ¢ Z NOT TO SCALE NOT TO SCALE ur,m w- vo z�OwULue oula. °O <w 0 W =Z <<0 Zpg3w a �- w Q > Q � LANDSCAPED truj0 L >LJyu-z� W cmn ,_t - AREA GATE L.Lj < 0 0 � I- m LAN GLEY ROAD > _ uU ¢ °'z'��°°¢cn �- tz— coc.')cn— (MID — SECTION LINE /PROPERTY LINE) m Lu o" z z Z Q m CL Lu W 0 ourZ cn>- co :r I cf) w x 0 w z =� 5' RIGHT -OF -WAY FOR HIGHWAY PURPOSES PER BOOK 764, PAGE 296 OF OFFICIAL RECORDS. __ ..M._. CD I —0 GIRB & GUTTER EX. WATER w ' VALVE � Q � Q � ry u II Q X W w I I � Z J W , 30' I f I � i 3 � � N W 31\13F RAILROA-D 171 348' Cnl ITU Dtf'`UTf nC'— %A1A V I WE' r%E* DAICC D All Dn A n f-., r. . . ... , —C V TE"1 eDunk[C- 1 IAIc I �-- EX. OVERHEAD EX. CONC. LAC AREA=2,020 SF± EX. TELEPHONE UTILITY LINE DRIVEWAY SPLICE BOX I C I SEE DETAIL I 1 Q �- C FARCEL 1 I _p J\k. 5 16 1 I SK. 20j PG, 33 I EX. HOUSE I I I EX. BUILDINGS I EX. BUILDING I I I I EX. RIGHT -OF --WAY FAI R(C'- E r P.M. 5 161 J 3 K., J `. /' .t p J J 3_1 J I EX. HOUSE I I I CONSTRUCT MIN. 0.20' A.G. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 n I A Rin-11 CV Dn A r► w 0 < z � o . ■ _Ir PAIRCEL 3 P. JM. 5 116 11 P G., 3 3 %-)%.) f�VriV t_\ k-111 u Ew1?J Cf1JCIYialN1 1 r\c-uufCVC.V MAY 5, 1938 PER BK. 764, PG. 296, O.R. 188' 15' IRREVOCABLE OFFER OF DEDICATION TO THE COUNTY OF KERN PER BK. 5190, PG. I 445, 0. R. I I I I I I I I I I I I I I I I I i I I l I Q I � EX. SCRAP /DIRT PILE i�LL. LLI 0 Ld =m U H W Q � i SCALE: 1 " -==40' 1 !!n 0 20 40 80 i SCALE: 1 "_=4 -' I Moog 0 20 40 80 �1 0 t Lo (mo • 1 W .5 d' 0 N ci rr3 U : (1) CD z 00 O O c� E DATE 5/28/2013 oo PA JOB NO. 2078E 0 SHEET Q W Q C co 0 OF 18 SHEETS w U- _ 0 W z m W w w w i 41 F_ W U-a! U. 0 a. 4 4 OD OD 0 co 4? LLJ 0 p W CL LLJ t Lo (mo • 1 W .5 d' 0 N ci rr3 U : (1) CD z 00 O O c� E DATE 5/28/2013 oo PA JOB NO. 2078E 0 SHEET Q W Q C co 0 OF 18 SHEETS