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HomeMy WebLinkAbout1.1-7243 Record DrawingQUANTITIES ROAD CONSTRUCTION ITEMS QUANTITY UNIT 6" TYPE "M" CURB 1180 LF OLD RIVER ROAD MEDIAN FLATWORK 6 CY 'I CURB AND GUTTER' 6,475 LF SIDEWALK (4" THICK) 22,010 SF DRIVEWAYS APPROACHES (6"" THICK) 7,130 SF CROSS GUTTER (6' WIDE) 0 EA ACCESSIBLE RAMPS 10 EA CMU SCREEN WALL (6') 700 LF OLD RIVER ROAD AC PAVEMENT 1,206 TONS OLD RIVER ROAD CL -II AG. BASE 2,136 CY LOCAL STREETS ROAD AC PAVEMENT 1,537 TONS LOCAL STREETS CL -II AG. BASE fl CORRUGATED METAL PIPE CY SAW CUT ztp LF CONCRETE MONUMENTS 8 EA MONUMENTS ENCASEMENT 8 EA STREET NAME SIGNS 8 EA TRAFFIC CONTROL SIGNS 4 EA STRIPING 1,340 LF MISC STRIPING 350 SF BARRICADES 1 EA STREET LIGHTS 10 EA CONDUIT 700 LF CITY OF BAKERSFIELD, COUNTY KERN CALIFORNIA STREET IMPROVEMENT PLANS 0 0< 1 G O FF E4 D . �R: RERTO LO&i-'R.C.E. 6760 EXP. 6130Y ENGINEERS CERTIFICATE THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY „ DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW! BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REELECTED ON CORRECTED PLANS M SUBMITTED TO THE CITY ENGINEER. W N R.C.E. #6-76M DATE JE�fREY . vJay�eR 24ft REVIEWED: & RYAN STARBUCK - TRAFFIC ENGINEER DATE TR #2327 0 cn 3 I d a REVIEWED: -711"i5 -1�- W N THEODORE WRIGHT - ASSISTANT PUBLIC rORKS DIRECTOR DATE R.C.E #33710 APPROVED: F©d': NICOLAS FIDLER-PUBLIC WORKS DIRECTO7 DATE R.C.E. #61069 x w Z FOR o O TRACT 7243 T ,Z \� z .G..a.• . .s �: 6359-� l k � � I `° I i• ..R�SE ,REEK AY., :.: 3; ; S.D. CATCH BASIN 10' TEMPORARY SLOPE GRADING EASEMENT .:: . PA CM SIN ����.....�-:�...:•... . D. TC ss se 57 se" sa et s2 e3 ss ...,:....... \ C:. 3 ebb c — CITRUS :H . `� 4.a..�",a \................:......., LANDSCAPE 51 ;90:; .....`.. .. 3�r EASEMENT 3 `� - 4{ 42 41 14613 :.. :.. ..4. 44 LU z� s'...ag L1 Lai 70 17 \ "O 71 INDEPENDENCEW 27, 2t 2s 30 31 32 33 .3A \k, '.is 3! 37 30 v HIGH SCHOOL a : 7 ! ;. Al �� i = ALMON CRE K DRIVE •••• tea,\,s-- car I,I S.D. CATCH BASIN # ,•.^^' L\\ \\,tctuau. at,.1\ • ,\ri�a �.EESHEET HEE7 u Lull :e` MODIFY TRAFFIC ! ; �' 910 11 12 13 14 1d 16 17 14 19 '=..20 21 22 24 25 g26 SIGNAL PER RUETTGERS W E i� -/ .........:............ 01 AND SCHULER PLAN........:....:.::..........:.........................:::.............:. a �rs ...... ..... :...... :...... ... : Z�.......... .......................... 60' WIDE SEWER EASEMENT " PER DOC 0207084777 LEGEND: ' KEY MAP = SURFACE FLOW DIRECTION SCALE: 1"=200' SHEET INDE ASPHALT SHEET NUMBER GUY WIRE SHEET TITL BUILDING 1 TITLE SHEET BLKW BLOCK WALL 2 NOTE SHEET AND SECTIONS BW 3 STREET IMPROVEMENTS PLANS - OLD RIVER ROAD 4 STREET IMPROVEMENTS PLANS - CARSON R R ROAD 5 STREET IMPROVEMENTS PLANS - MOUNTAIN P S ROAD 6 STREET IMPROVEMENTS PLANS - CITRUS CRE K DRIVE 7 STREET IMPROVEMENTS PLANS - CITRUS CREEK DRIVE 8 STREET IMPROVEMENTS PLANS - CACHE CREEK LANE 9 STREET IMPROVEMENTS PLANS - RIO VERDE DRIVE & ROSE CREEK WAY 10 STREET IMPROVEMENTS PLANS - OLD RIVER ROAD STRIPING PLAN UNDERGROUND UTILITY STATEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT; OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. ' f UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811 OR 1-800-642-2444. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT -1 (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWM ORDER 140. 2009—AOS—D AS MEN= BY ORDER 2010-0014—M AND ORDER 2012 MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION! PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 1 1t�nre� %y pt. #A" �. v�lA(�� R•`t.Z(.4� � C�exP 3�t%lb At"Oft iy:M* IA4 51 ABBREVIATIONS AC ASPHALT GUY GUY WIRE BLDG BUILDING HB HOSE BIB BLKW BLOCK WALL INV INVERT ELEVATION BW BACK OF WALK JP JOINT POLE CATV CABLE TELEVISION BOX MAX MAXIMUM CB CATCH BASIN MIN MINIMUM CF CURB FACE NG NATURAL GRADE CL CENTERLINE OH OVERHANG (EAVES) CLF CHAIN LINK FENCE PL PIPELINE CMP CORRUGATED METAL PIPE PB PULL BOX CO CLEAN OUT (SEWER) PP POWER POLE CONIC CONCRETE PVC PLASTIC PIPE DL DAYLIGHT RCP REINFORCED CONCRETE DI DROP INLET RR PIPE RAILROAD DIA DIAMETER R/W RIGHT OF WAY DRV DRIVEWAY SS SANITARY SEWER ELEC ELECTRIC SL STREET LIGHT EDR EDGE DIRT ROAD SW SIDEWALK EP EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE ETW EDGE TRAVELED WAY SSMH SANITARY SEWER MANHOLE EUC EUCALYPTUS TC TOP OF CURB FNC FENCE TELE TELEPHONE FF FINISH FLOOR TOE TOE OF SLOPE FG FINISH GRADE TOG TOP OF GRATE FH FIRE HYDRANT TOP TOP OF SLOPE FL FLOW LINE TOW TOP OF WALL FS FINISH SURFACE TYP TYPICAL GB GRADE BREAK VLT VAULT GM GAS METER WM WATER METER GRD GROUND WV WATER VALVE NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. WHITE LANE DISTRICT BLVD HARRIS ROAD a PANAMA LANE 0 � N N = Z W m 0 c~n ¢ 3 PROJECT LOCATION McKEEROAD 1 TAFT HIGHWAY VICINITY MAP -- SCALE: N.T.S. PROJECT CONTACTS: OWNER / DEVELOPER v RIVER RANCH COMMUNITY LLC. w 998 HUSTON STREET, SUITE #C u ui Q (805) 481-4033 � CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL Q 0 w W w PH: (805)250-2891 CONTACT: ALBERTO LOPEZ W g �5 SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 ar w V PH: (661)371-2800 w CONTACT: ROLLAND VAN DE VALK 2 C7 GEOTECH: KRAZAN & ASSOCIATES, INC � 2205 COY AVENUE _ o BAKERSFIELD, CA 93307 N PH: (661)837-9200 LL CONTACT: DAVID JAROSZ LL QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL w U 1998 SANTA BARBARA ST., SUITE 200 rn 'SAN LUIS OBISPO, CA 93401 N PH: (805)250-2891 O cr CONTACT: ALBERTO LOPEZ m 2 ALOPEZODPSIINC.COM LEGAL DESCRIPTION K o BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE a LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING W, E M.D.B.M. IN THE BENCHMARK o w m w Z THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. 99 ELEVATION = 344.54 BASIS OF BEARINGS P. S.W. 1/4 OF SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE S O BEARING SHOWN a N 0_ w 0 +�- M (5 .a a OWNER / DEVELOPER w RIVER RANCH COMMUNITY LLC. w 998 HUSTON STREET, SUITE #C u GROVER BEACH, CA 93433 Q (805) 481-4033 F CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA ST., SUITE 200 w SAN LUIS OBISPO, CA 93401 w PH: (805)250-2891 CONTACT: ALBERTO LOPEZ W ALOPEZODPSIINC.COM �5 SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 ar BAKERSFIELD, CA 93308 V PH: (661)371-2800 w CONTACT: ROLLAND VAN DE VALK 2 RVANDEVALKODPSIINC.COM GEOTECH: KRAZAN & ASSOCIATES, INC a 2205 COY AVENUE O o BAKERSFIELD, CA 93307 PH: (661)837-9200 LL CONTACT: DAVID JAROSZ LL QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL W 1998 SANTA BARBARA ST., SUITE 200 rn 'SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 O D CONTACT: ALBERTO LOPEZ m D ALOPEZODPSIINC.COM LEGAL DESCRIPTION K o BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE a LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK ¢ m TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 BASIS OF BEARINGS .THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. SITE INFORMATION APN: 540-01-08 NUMBER OF LOTS: 72 TOTAL AREA: 19.23 ACRES (GROSS) 18.9± ACRES (NET) UTILITIES: CITY FIRE DEPARTMENT PG&E 2101 H STREET PH: (877)743-7782 BAKERSFIELD, CA 93301 PH: (661)326-3911 BRIGHTHOUSE NETWORKS PH: (661)323-4892 COB WATER RESOURCES DEPT. 1000 BUENA VISTA ROAD TW TELECOM BAKERSFIELD, CA 93311 PH: (661)6165500 PH: (661)326-3000 DIAL TOLL FREE 811 OR (1-800-642-2444) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA (800)427-2200 CIN RECORDS N0: H d Q W d 04 > U -- a z � y F o=FQ� a� $ p F 1- z¢¢ON N Z �p a v wwz<O �Z < Z < O z<¢<¢ ¢030 ¢ O °<tiuww x°¢x raw a c¢Nw�o Lu 7 3 �3w�z¢ p0< fflH N $ p w � 3 oa032:� >xw Z¢ ¢wpp¢ >QZ=D 3� www,LL 022w> ng w>p�Z Nv m¢�rwnu a<:Do a o J ¢ a 3 J o cmA z 0 ir ! J w w w u Q F Ir w w w d W �5 Lu Ld G O ar rr V < w U 2 a W a O O o 0 LL LL LL LL W T rn O D n m D o K o a w ¢ m U c w r r r N O y- �i 0 +�- M (5 .a J �% J Q F a W �5 Lu Ld G O W = LLJ V 0 v • w U 2 a W a 2F_ LU o W ~ W T rn u a ° f— V w LLJ N w U 2 LU o LL W T rn O N to O �a o K o a GENERAL NOTESGENERAL NOTES -, ASPHALT R/W & P/L Lu CONCRETE (CONTINUED) D RIVER ROAD OL ROAD WIDTH VARIES FROM 48' -64' FL VARIES 10 14 VAR- IETO 7' FROM 6I ` o FIL 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 8" CMU WALL 0.63' 4.5' 2' 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER 10LANDSCAPE 2% APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THAT THE LAYER OF ASPHALT CONCRETE 'IS PLACED ON ALL CONTIGUOUS LANES OF LANDSCAPED EASEMENT 2% 2% MIN 5:1 MAX AT ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END I MEDIAN -•.•. �� LANDSCAPE EASEMENT co AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT 1.0' MIN• w OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROPP-OFFS ON EACH 2,� '--2' PER PLAN 4.5' SIDEWALK PER ST -8. LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH EXISTING PAVEMENT 0.4' BELOWTMpE "B" CURB AND GUTTER THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREETTEMPORARY ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM 2 5% MqX 5:� _ GUTTER FL3. �LOT CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT : '.::•' •.: :.,'.::,.':.:.".._:'. 1 5_�M N 2� PAD ROUGH GRADE RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER OF BAKERSFIELD. I gip\\\\\\\\\\ "'"`�'•�'''�"''' I 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PAPER, OR OTHER APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. °' TYPE M :•�..., . � � .. " " LANDSCAPE AREAS ARE TO TYPE "B" CURB AND GUTTER TYPICAL JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 13. ASPHALT CONCRETE SHALL BE COMPACTEM� TO A MINIMUM 92 PERCENT OF THE SAWCUT 1.0 MINIMUM VARIES O'-14' ''':" = ' BE DESIGNED AND GRADED MINIMIZE EXCESS N.T.S. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT FROM FACE OF CURB TYP. TO SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT MAXIMUM THEORETICAL DENSITY AS DETERMINED BY THE ASTM D-2041. IN-PLACE LANDSCAPE DRAINAGE ACROSS TYPE B CURB, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. THE SIDEWALK FOR THOSE SEE DETAIL F. i w HARMLESS FROM ANY AND ALL LIABILITY, REAL ALLEGED, IN CONNECTION WITH THE AREAS OVER 2%. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE E 14. IF THE IN-PLACE DENSITY OF ANY LOT 0'F ASPHALT CONCRETE IS LESS THAN 92 PERCENT, OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, SECTION A -A OLD RIVER ROAD uJ � SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. > THE CONTRACTOR WILL BE ADVISED THAT'THE REQUIRED RELATIVE COMPACTION IS NOT O 5. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. BEING ATTAINED, AND THAT THE MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED, SEE SHEET 3 N.T.S. a 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT NOTE: TI=9.0 R=13 R/W & P/L a - w AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE • 0.45' TYPE 'A' AC TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT FIL Q 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH • 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION Wqll INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 5.15' 49.06' 0.60' COMPACTED NATIVE TO MINIMUM 9591: RELATIVE DENSITY SEE APPROVED 8. DPSI INC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES f0, OR 15. IF THE TEST RESULTS FOR ANY LOT OF PHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% THE ASPHALT LANDSCAPE PLANS FOR TREATMENT SNE b USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN °' WRITING BY DPSI INC. CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH o �, MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE IIX 2r 3.4% 9. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE WORK SHALL BE AT THE DEVELOPERS EXPENSE � ., EXISTING�.���.�� -, •a::. •cer. ....... �_,,�r �,•� c.., .3:r �•....-rR� .. ;vex.,•:..• ;.,..: •.• :r y a Q DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED ESTS SHALL BE DETERMINED BY 16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED IWC > PAVEMENT THE CITY ENGINEER. SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE OF EITHER: (1) STRIPED MEDIAN, 6' 12' VARIES WIDTH VARIES SEE » TYPE B CURB, TYPE M d o, V 10. STAMP AN "S" IN CURB FACE OVER EACH SEWER LATERAL. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND ] SHEET 11 SEE DETAIL F. 11. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. 0 1.5% MIN c� 2.5% MAX (E' r-- MATCH EXISTING �---- � ��\�\\�\\\ �������� \�\\\\��\�\\\\� FL. EXISTING PAVEMENT LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED SECTION G -G OLD RIVER ROAD TO EXCESS LANDSCAPE EDRAIINA E ACROSS 1S/0 * S w O a = a p I SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 17. IF ABRASIVE GRINDING IS USED TO BRIN THE FINISHED SURFACE TO SPECIFIED SLOPE\\\\\\\��\\\ '!" ". SEE SHEET 3 0.45' TYPE 'A' AC 1 "=10' THE SIDEWALK FOR THOSE „•,,,.. • ���� 13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE VARIES SAWCUT 1.0 MINIMUM AND MATCH EXISTING PAVEMENT \\\ EXISTING NOTE: TI=9.0 R=13 AREAS OVER 2%. • 1.55' CLASS II BASE U $ m =Z=°= „4 N ° �; a BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION 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 AS DIRECTED BY CITY IMPROVEMENTS COMPACTED TO MINIMUM 95% > w N 8 o a N U�OdZ =_ o AGREEMENT SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF ENGINEER. RELATIVE .:'. U) w w a E �Z PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 13-13 OLD RIVER ROAD COMPACTION U w 6§ N 0,, a<°w �' ° > Z SECTION 42-2.03, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL _`/ Lu - 1 _¢w¢=w 0.60 COMPACTED "`' O Pt � ° w = LL m Z 14. DETAIL IS BASED ON CITY OF BAKERSFIELD STANDARD DETAILS, 1989, EXCEPT FOR THE COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S NOTE: TI=9.0 R=13, N.T.S. NATIVE TO MINIMUM cc Z a N O o FOLLOWING PROPOSED DETAILS: EXPENSE. THE FOG SEAL COAST SHALL EITHER BE ASPHALT REJUVENATING AGENT OR SEE SHEET 3 95% RELATIVE_:> ..': `I' i'" IL v a -. ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. DENSITY w 3 o ; a ST -1 CURB AND GUTTER (06/99) ST -24 STREET LIGHT BASE PLATE (06/99) 0.45' TYPE 'A' AC [z 3 0 ¢ < 3 ST -2 MEDIAN CURBS (06/99) ST -25 STREET LIGHT PULL BOX (06/99) 18. THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY cn 8 N ¢"'x. ST -26 POLE NUMBERING (06/99) I TREATED FOR WEED CONTROL. THE CHEMICAL SHALL BE 6-DICHLOROBENZONITRILE, • 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION w ST -8 SIDEWALK (06/99) SW -4 TYPE "B" MANHOLE (06/99) { AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OR ST -10 CURB RAMPS (08/10) SW -6 FRAMES/COVERS FOR MANHOLES (06/99) RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE OF APPLICATION SHALL 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY NMO a a n ° ST -11 PAVEMENT PATCHES (06/99) D-14 CATCH BASIN TYPE "A" (06/99) BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER ONE HUNDRED (100) SQUARE YARDS FL a OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED FOR WEED CONTROL. ST -13 PAVEMENT SECTION (06/99) D-17 GUTTER DEPRESSIONS (06/99) ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE WITHIN TWO (2) R/W & P/L WALL ST -14 STREET SPECS (06/99) T-1 STANDARD STREET SIGN (07/97) HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN 50'F R/W & P/L 13.51' 43.97' a a a ST -15 STREET X -SECTION (04/04) T-2 MISCELLANEOUS SIGN (07/97) R/W & P/L SEE APPROVED Q ST -20 STREET CUL-DE-SAC 06 99 T-5 ARTERIAL COLLECTOR INTERSECTION 12 06 ( / ) / ( / ) ASPHALT CONCRETE SHALL BE PLACED ON TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPLICATIONS. SHOULD A "WETTABLE POWDER" TYPE CHEMICAL BE '"�I�- ''I' , `i 60' Yep;: TYPICAL FOR SIDE YARD LANDSCAPE PLANS FOR TREATMENT I o ST -21 STREET KNUCKLE (06/99) T-10 TURN LANES (01/04) USED, A SUITABLE FUGITIVE DYE SHALL BE INCORPORATED IN THE MIXTURE SO THAT v..Y. ' ` :.. C FL ST -22 SURVEY MONUMENT (06/99) T-15 14' WIDE MEDIAN (07/97) ST -23 STREET LIGHT (06/99) T-33 CONDUIT FOR FUTURE SIGNALS (07/97) THE COVERAGE AND SPREAD RATE MAY BE VERIFIED. I----------•- •i-••••••-••� j•�•••••••• ` '-•••-•-••� • ................• ? i>` '......•-•-••....ffo i ............... 10' 10' 2>opplo2% CALTRANS STD A88A 19. FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION _ TR 6359-1 I i R 7267 IIII _ ,, „. •. ' '::+t :"• '�'. -.-'tet : -. .t.�s, •x;: _ ._.�. • :,,...-:..,. <'.. j 14. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.). (CA.) I WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS). ` p""' ""'m _•�""""'•""' """" 20' "'•""""..... ` 10 i 10' 2' 8' EXISTING PAVEMENT EEE { END "C".:: •'• '' ! PAD DETAIIRF. LANDSCAPE AREAS ARE TO • GENERAL NOTES -ASPHALT 20. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: `N';, :.' ?.... ' 11' TYPE "M" BE DESIGNED AND GRADED • ��, TO MINIMIZE EXCESS CONCRETE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. i_ : ^;{I�i i t i 1 lAX `�� _ 2.5% MAX 1.5% MAX. LANDSCAPE DRAINAGE ACROSS SECTION H- HOLD ROAD- cn Z STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. .RIVER R THOSE "B' "" • " r\\�\1001a ��\�\\\ 1 5-�` N SEE SHEET 3 • 0.45' TYPE 'A' AC 1 "=10� AREAS OVER 2% - j 1. ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR B. IN CASE OF DISPUTE, METHOD $HALL BE USED. --• y�����\������\\\\\e\\\\�\ "'<" '' >'' ' .,...."_....•,•,...... "....:..,..:•... :....•. •.•_ NOTE: TI=9.0 R=13 c STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE .;:......, .:<, SAWCUT 1.0' MINIMUM AND MATCH SEE DETAIL F TYP. • 1.55' CLASS 11 BASE ! PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 21. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK"...........WHICH ALLOWS UP TO 50X OF EXISTING PAVEMENT AS DIRECTED BY CITY ENGINEER. COMPACTED TO MINIMUM 95% , RELATIVE 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE' FOR TYPE "A" OR TYPE "B" THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERAIALS. OTHER SECTION C -C ROSE CREEK WAY COMPACTION w > w > w > (MODIFIED) (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR %" MAXIMUM, MEDIUM GRADING. MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 't NOTE: TI=4.5 R=YS N.T.S. 0.60' COMPACTED NATIVE TO MINIMUM cc 1r cc 1r ¢ m 3. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 22. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: �� • °� • 0, E 'B' AC • 95% RELATIVE DENSITY U- o 0 w 0 w ASPHALT h• Z) M Z) BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY 63rPC LASS II BASE COMPACTED TO MINIMUM 5% RELATIVE COMPACTION cn cn cn GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY w ¢ m U PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE )r 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL' BE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FL 2 2 DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. R/W & P/L TYPICAL FOR R/W & P/L R/W & P/L r WALL w � � M USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS FRONT YARD 60' 14 p' 54.0 rn M N THE ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: 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. FL 20' 10' 8' 40' TYPICAL FOR 10 FRONT YARD 2' 8' 20" EXISTING PAVEMENT SEE APPROVED LANDSCAPE PLANS FOR TREATMENT 2%f 2% A A LIST OF AGGREGATE AND ASPHALT SOURCES. GENERAL NOTES BASE MATERIAL pqp 2' 20' 20 pqp������� r .- >v.. _ .. .. t :•i• .. a' s ..`•,- . z,;o, w. ....d LJ•d' :. ..i.:y.. �;•; '+t•,n •'• {t.iK;c•r'. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE TYPE B CURB, WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02 "AGGREGATE" OF THE SEE DETAIL F. STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND 1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET EITHER THE 4 5 M� 0.63 ' TYPE "M" LANDSCAPE AREAS ARE TO SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL, SPECIFICATION FOR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200-2.4 2�i 2% 25% MAX 2.5% MAX SECTION J -J OLD RIVER ROAD BE DESIGNED AND GRADED EXCESS OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC .2X 1.5% MIN 1.596 MIN 1.5% MAX. TO MINIMIZE C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WORKS CONSTRUCTION, THE GREENBOOK, OR CALTRANS STANDARD SPECIFICATION �_ _� " , LANDSCAPE DRAINAGE ACROSS SEE SHEET 3 • 0.45 TYPE A AC 1"=10 THE SIDEWALK FOR THOSE V WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS FOR CLASS 2 AGGREGATE BASE (SECTION 26-1.02A) NOTE: TI=9.0 R=13 AREAS OVER 2%. cn (� ON WHICH THE DESIGN IS BASED SHALL BE I ' • 1.55 CLASS II BASE J Z SUBMITTED WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF OR SEE DETAIL F TYP. COMPACTED TO J Q Z THE DESIGN MIXTURES AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX MATERIAL THAT MEETS THAT CAL -TRANS STANDARD SPECIFICATION FOR CLASS 2 - SECTION D D 60' R W MINIMUM 95% n SHALL MEET WITH THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE", OF THE { -� Q ' STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED I AGGREGATE BASE (SECTION 26-1.02) WHICH ALLOWS EITHER 100% OF THE NOTE: T1=4.5 R X13 N.T.S. RELATIVE i COMPACTION a SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO ,.� ,, Z PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE CEMENT TREATED BASE OF COMBINATION OF THOSE MATERIALS. 2 ' TYPE 'B' AC 0�}1 0.60' COMPACTED NATIVE TO MINIMUM m Co.) RT Z W U W 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED AGGREGATE BASE SHALL BE FURNISHED AND PLACE IN ACCORDANCE WITH THE CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION 95% RELATIVE DENSITY N W N SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT. '• CONTRACT PLANS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTIONS AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE 0.60 COMPACTED NATIVE TO MINIMUM 5% RELATIVE DENSITY V V > 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE = Q > OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER "SUBGRADE", MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. V �, a Z REQUIREMENTS OF SECTION 39-4.01, OF THE STANDARD SPECIFICATIONS ~ SHALL BE MET. 2. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT Z Q ' STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY EP FL 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. j REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY R/W & P/L TR 7243 TR 7267 " ?d,'s3' I' I' ,,• 3 .. �.:•:.:� ( z ;;•.;' •;;_:,� R & P L WALL r /W / 14.0' 54.0 cc cc Lu W W � W i DENSITY IN ACCORDANCE WITH ASTM D-1557. TYPICAL FOR FL SEE APPROVED W CC 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY j THE ENGINEER. SIDE YARD 10' I € < I:?' .......... .....••••• 1'0, •.•,....•..a, I i EXISTING LANDSCAPE PLANS PAVEMENT SPECIAL NOTES r FOR TREATMENT i 10. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS 10 8 2 �...........................................`; .s. I i = . ; 2� 2` ::}.FCT •'i!.jit.' ._ ,'yY v,•'.M.e. t,C�,•' f'.. ti,, .. ,., ,X.. , . _ ,;�. ., : ,....,,,. .• ,..,••-Y Z AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF P� - 20" -"� "' 20" ,, - "` �: 2 "a ' ` a> 3 ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH,' TAPERED CONNECTIONS. j CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 4.5 _ w, ? I € TYPE B CURB,7 SEE DETAIL F. • 326-3049. " " 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT 0.63' .;, . :... 2% MIN. ' �,�` �?`.x ':••.:'>r ""AX I � ,.• �..,.. :�`'� �>?I�. TYPE M -DSCAPE AREAS SECTION K K OLD RIVER ROAD OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT . : <' �,',• : 2.1 MAX. ; .,.T::: MIN :,�, , ,s ,..�.,.".h.,..�....;... ,... , MAX. D BE DESIGNED AND GRADED ' THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A `� ". � � � ���\��\�\��\\O\�\ti�\��\\\\\\\\\���, �� �r_" ` ' SEE SHEET 3 0.45 TYPE A AC 1"=10' I TO MINIMIZE LANDSCAPE DRAINAGE ACROSS DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN _ _ NOTE T1-9 0 R-13 THE SIDEWALK FOR THOSE r SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL OBTAINED. " "' '""" �- " �� 1 1.55' CLASS II BASE ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH SEE DETAIL F TYP. 2' FUTURE COMPACTED TO AREAS OVER 2%. IMPROVEMENTS LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. MINIMUM 95% TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC 5 TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER RELATIVE �L 4 ' THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT SECTION E -E RIO VERDE qe�m COMPACTION DRIVE- D�Av4r�NG OF RECORD OPERATIONS RESUME. CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR �{' «Y � �fP 0111161, %Cf.24 1 �C� */.%§ /1 V) 0.60 COMP m m S APPROVAL 10 DAYS PRIOR TO PAVING. NOTE: TI=4.5 R=y� 4Z ^ N.T.S. / d��D i NATIVE TO � � I=►+ Stl' u �G STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. • 0 0' TYPE 'B' AC Q�8' �/ O�.t�----- 1-2-7 1 �_ 95% RE DENSITY ALBERTO LOPEZ R.C.E. 67ii02 ;t�18 �� /�/ +� *4 W = u CLASS II BASE COMPACTED TO MINI UM 95% RELATIVE COMPACTION */;NIA1t�Ay P• �/ ''"" `' EXP. 6130/1 w o W ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET W D CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR 0.60' COMPACTED NATIVE TO MINIMUM 95 RELATIVE DENSITY • U O a '- 61i UPGRADING AS PER CITY ENGINEER. i a. a N I 2 I N W 0 a SIDEWALK 9 SIDEWALK AC PAVING TO BE REMOVED IIN LIMITS OF NEW RAISED \ \ \ \\ a co \ \ J . . lffiff . . . r' \, U C7 , cc), O O II O • oriIn \10 I'M \\\ ,\ \, • ,..- N M G O \�.`:\�.```\?c`` \fie` ��.`" \�.``` \�.`` \ .```\�.`"\�.`'�o`" Oma.`"\�.o \`a"'\ :"\`o" W U \ \: FF' f' d� I' 380 a Cc G NEW STORM DRAIN MANHOLE o� w EL c - - - - d (E) SEWER MANHOLE oil .. 0 .. _ HORZ SCALE:1 "= 40' • 04 • \ ,\ ♦,\ \ \ + \ ♦ \ \ c , .. \ \„\ 11 .62Ar� 0. :• - Z1tR1ZK\W11 0 • gm- \♦ \,\ w w ,�1F` ,\ gamaim,jROM ml - oma,• ,•v C ` ,a \ • i (E) STREET LIGHT • ,OWN LLJ C>- r"MINIJI MENN" O NEN • v, \ „ e ----------vi�i� �i�._•m.�i� UjU ,,.�.,,.�...\.o.Q•o.\.a:\.o\...Qaec�,,.a\\,e\\�,,,\,+\o`Q\♦`,`�\..�,c�,,c\Q�aQo` 360 o'sQopd�iu�o�asoo-;�i�aswfws.�imrwrss-.:�.vs °° °° : o • .::.................: -a' NEW SIGN m M+ CID w .....:...:.:....:.:.:....::::.. v NEW STREET SIGN II p Lu ........:.:::. ..: (E) MONUMENT aj W -_--: 4- N 350 NEW MONUMENT NEW WALL 0%; (O � ,-b `- (E) FIRE HYDRANT <47.20r .. ........ .... 340 (� (E) BLOWOFF VALVE .... :.. ::.. -¢ (E) STREET SIGN :..:...:......::..... :.. :.:.....:.:...:.. 335 D (E) STORM DRAIN 16+50 • D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER I SIDEWALK AC PAVING TO BE REMOVED IIN LIMITS OF NEW RAISED _ t a x 00 W w Uj N STA. 16+60.09 L GO W GRIND EP MIN. 2' IDE, MIN. of c~n CL OLD RIVER ROAD 0 o v In "' 2" DEEP OR AS DIRECTED BY +;Y, TRACT 6359-1 BOUNDARY r M + ~Q II CITY INSPECTOR `D �I -j jl -j STA. 16+70.08 CL OLD RIVER RD a . STA. RASIED 08 o STA. 10+00.00 CL ROSE CREEK WY v~i O a M it J END BABIED "' V) M N 0 MEDIAN CURB N ;.. _. ......... _.................... t0 �. • , Li N L- N _j N_..:_,- a� (E) EDGE-- "- EDGE OF 6' EDGE OF 6' OF AC SHOULDER SHOULDER „ \ \ \ \\ a co \ \ J . . lffiff . . . r' \, U C7 , cc), O O II O • oriIn \10 I'M \\\ ,\ \, • ,..- N M G O \�.`:\�.```\?c`` \fie` ��.`" \�.``` \�.`` \ .```\�.`"\�.`'�o`" Oma.`"\�.o \`a"'\ :"\`o" W U \ \: FF' f' d� I' 380 a Cc G NEW STORM DRAIN MANHOLE o� w EL c - - - - d (E) SEWER MANHOLE oil .. 0 .. _ HORZ SCALE:1 "= 40' • 04 • ;• 11 0. :• - 370 0 • NEW TRAFFIC SIGNAL w w w ml 6 • i (E) STREET LIGHT ..::... LLJ C>- NEW STREET LIGHT UjU -- 360 OLD RIVER ROAD. °° °° : o • .::.................: _ t a x 00 W w Uj N STA. 16+60.09 L GO W GRIND EP MIN. 2' IDE, MIN. of c~n CL OLD RIVER ROAD 0 o v In "' 2" DEEP OR AS DIRECTED BY +;Y, TRACT 6359-1 BOUNDARY r M + ~Q II CITY INSPECTOR `D �I -j jl -j STA. 16+70.08 CL OLD RIVER RD a . STA. RASIED 08 o STA. 10+00.00 CL ROSE CREEK WY v~i O a M it J END BABIED "' V) M N 0 MEDIAN CURB N ;.. _. ......... _.................... t0 �. • , Li N L- N _j N_..:_,- a� (E) EDGE-- "- EDGE OF 6' EDGE OF 6' OF AC SHOULDER SHOULDER „ \ \ \ \\ a co \ \ J . . lffiff . . . r' \, U C7 , cc), O O II O rn o> oriIn Q . co H• d• 0 0 L34 N M G 1'n 2.50 160'36r 10q C43 W U \ \: FF' f' d� I' _..E. I m 'Ki f a E a E E E s N Z g a w LU LU 0 0. a i W x h M TYPE M CURB PER ST -2. lk-19I � \\ \�\ „ rr 15+50 6+00 U z Q oa orn � Ld 0m a . 18+61.45 M START OF 12' J0LANE TAPER E EDGE [STA. r() � N TRACT 6359-1 � CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL 2O INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. O3 INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). 7O 8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER'PLAN. O 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. j 2 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS (311CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: Z <<.....__........ REMOVE (E) PAVING I E PAVING () 'mmmm' NEW ASPHALT RAVING UU� i:i:>:S_i'iii3ii a co U J J . . J. . . . r' In O U C7 o • , cc), O O II O rn o> oriIn Q . co H• d• 0 0 L34 N M G 1'n 2.50 160'36r 10q C43 W U \ \: 2 s N Z g a w LU LU 0 0. a i W x h M TYPE M CURB PER ST -2. lk-19I � \\ \�\ „ rr 15+50 6+00 U z Q oa orn � Ld 0m a . 18+61.45 M START OF 12' J0LANE TAPER E EDGE [STA. r() � N TRACT 6359-1 � CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL 2O INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. O3 INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). 7O 8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER'PLAN. O 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. j 2 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS (311CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: Z <<.....__........ REMOVE (E) PAVING I E PAVING () 'mmmm' NEW ASPHALT RAVING .. i`:;:,x'>ia33isisri:>isisii::ii3s?i::`$i;3i;j>2;:aj$?iiv?:::i:? ..: ..... ............ ... ... ..._ ...... .... ...... .................:............................................................................::....:.:................ m UU� i:i:>:S_i'iii3ii 2i::iriS:i>Fi:i\:::?iii:';_;;`i'if::;S:::::.:i?;o:isi:iiisi::.iC;::':i:i<';;ii:;:::: ......:......................:.....::.:::........................ U J J . . J. . . . r' In O I� M o H ' _ wO o '>:>;s>`:»:::>->: ° (E) STORM DRAIN MANHOLE co oriIn 362.66 40' 0' 40' 80' L34 10.24 N19* 57' 51.56"E 2.50 160'36r 10q C43 1 16.93 102.30 009.29'00" 380 a Cc G NEW STORM DRAIN MANHOLE o� w p Cc m m d (E) SEWER MANHOLE oil 0 .. _ HORZ SCALE:1 "= 40' VI NEW SEWER MANHOLE 11 (E) TRAFFIC SIGNAL 370 0 0 NEW TRAFFIC SIGNAL w w w Ll :. ° (E) STREET LIGHT ..::... :... C>- NEW STREET LIGHT UjU -- 360 (E) SIGN °° °° : o ...:::.:::::.....:..':..----- .::.................: -a' NEW SIGN m M+ CID w .....:...:.:....:.:.:....::::.. v NEW STREET SIGN II p Lu ........:.:::. ..: (E) MONUMENT aj W -_--: 4- N 350 NEW MONUMENT NEW WALL 0%; (O � ,-b `- (E) FIRE HYDRANT <47.20r .. ........ .... 340 (� (E) BLOWOFF VALVE .... :.. ::.. -¢ (E) STREET SIGN :..:...:......::..... :.. :.:.....:.:...:.. 335 D (E) STORM DRAIN 16+50 17+00 17+25 D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER I CUT/FILL SLOPE (SEE GRADING PLAN) - -� TRACT BOUNDARY PROPERTY LINE - LANDSCAPE EASEMENT d ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT .. i`:;:,x'>ia33isisri:>isisii::ii3s?i::`$i;3i;j>2;:aj$?iiv?:::i:? ..: ..... ............ ... ... ..._ ...... .... ...... .................:............................................................................::....:.:................ m UU� i:i:>:S_i'iii3ii 2i::iriS:i>Fi:i\:::?iii:';_;;`i'if::;S:::::.:i?;o:isi:iiisi::.iC;::':i:i<';;ii:;:::: ......:......................:.....::.:::........................ U J J . . J. . . . r' In O I� M o H ' _ wO o '>:>;s>`:»:::>->: II J Q Lo O co oriIn 362.66 NO' 33'57.04"E L34 10.24 N19* 57' 51.56"E 2.50 LL \ W'INE\ \ \ \ \\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ NEW RAISED MED o \ IAN N N � a \\\ �Y U N� \ - � \ rn I- \ TYPE M CUR PER S - ao ao N B T 2� I I 0 N 45 \ • 0 3 \z 01 H o O \O + cD nO \\ I+� OO tIno I��r \ W Ln 6q BCH. 40 SLEEVES FOR Um' N n � Q Q \ Q \ M \ F- IRRIGATION PER RIO \ • II S DESIGN II \ J (n \ J U (n \ U \ Q co \\ UW LANDSCAPE PLANS. N H O � Z + + N 3 45 to U J O O� � O\ W OD � CO CD � I� O O lf') H W O O O I� N O n CO I� + O II � II � N tD t0 N II � rn n sf d' •NIS Q J H J d � O Q.' r•7 r7 r7 w') II � . F- J J N \ U w �w f� M O J O 00, Ij0 cNoC14 - - ENE NEEMMI 00 N o til In RIVI=R Rnon Immo n5=Te11 ka N SCALE: 1" = 20' HORZ. rev:,NI�+� OO UH � d+ OO JJLI-L- � co co\ 00 r10 O 17 1101 a�Mf ------------------ J 2 LINE TABLE 0 Ln�Ia�x Length 9 Direct ion L2 280.10 N1* 35'03.17"E L4 219.92 NO' 33'57.04"E L29 404.71 SO' 33'57.04"W L30 362.66 rev:,NI�+� OO UH � d+ OO JJLI-L- � co co\ 00 r10 O 17 1101 a�Mf ------------------ J 2 LINE TABLE Line Length 9 Direct ion L2 280.10 N1* 35'03.17"E L4 219.92 NO' 33'57.04"E L29 404.71 SO' 33'57.04"W L30 362.66 NO' 33'57.04"E L34 10.24 N19* 57' 51.56"E f' 20' 0' 20' 40' HORZ SCALE:1 "=20' CURVE TABLE Curve # Length 9 Radius Delta C2 47.20 30.00 090'08r 30q C34 33.86 102.30 018'57r 50" C38 21.99 7.00 " 180'00t 00 C41 7.00 2.50 160'36r 10q C43 1 16.93 102.30 009.29'00" M CD N w U, �m W W O d Lu LL , I.L.1 . ER * b� d N > U do, z V �` LL2F W N W �m o� per m X2202 w O 002¢n UW FpZ az <O J m W - - QE i-Z'IOz¢ Z V O o. 0 to U aa�wLLw -z �S O N OOQ>-N Z iFp C O $:.....:. ci i� IN '0' w2LL� :::, al w� ll.l Z ; :E pz 3 =v zw If $a>Xz¢w G ¢w p¢ "� >=°N" w 3N www FLL p>10z v I mi 10 CL U J J CL o g g U) � .11111 111111 J � J n Q , Q � i"- J a w w w O Z w 0W U 0 W v a Cc fr � o� w p Cc m m LU ` O 0 0 0 VI 11 0 0 01 w w w Ll w Q m U v u� Lu Q ^ N O M (O J � J n Q , Q � i"- J a Z O Z w 0W U 0 W v a Q o� w p M li w W LU ` O � VI w W U) 7 7 Y3 O1 a mN (`1 � � I w LLl N W v I O U LL, � o LL 0 N O a w 1= ' 0 J a 3 0 0 0 0 b W 2 N \� 8 STA=10+00.00 CARSON RIVER ROAD STA=10+00.00 I C ALMOND CREEK DRIVE 9 \ \ \ R/W - 16' DWY PEDESTRIAN EASEMIBEDEDICATED ONFL STA=8+ R/W ALMOND CREEK DRIVE I SEE SHEET 6 4 R/W 10+55.00 ECR \` g'` I \ ?0.00 R + m 10+55.02,. `\ `. o 11 R NO. 62986 !i __ I €` \ 5 2 00 O o ON )2 BCR2 7 �`; € �' ' + LL f.; ; �Z j5 28 i` k '.l .7 'EI 51 CARSON RIVER ROAD TI - 4.5 j ME m Lcw1 'I W, i \\ I i R/W 4 A 40' 0' m 40' 80' HORZ SCALE:1 "=40' CARSON RIVER ROAD SCALE: 1 " 10' VERT. 1" = 40' HORZ. CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. " OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OINSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 1 g TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: ................... E PAVING ( ) w m Radius NEW ASPHALT PAVING C1 31.42 " 90'00'00" O° 7 35.00 2725'40- 197.70 84.00 5 4 13.70 (E) TRAFFIC SIGNAL F C6 NEW TRAFFIC SIGNAL 35.00 'O (E) STREET LIGHT 31.42 �"--' NEW STREET LIGHT C16 31.42 (E) SIGN 90'00'00" -` NEW SIGN + NEW STREET SIGN LLI Z (E) MONUMENT OO NEW MONUMENT 0 0 NEW WALL Ld w CZ (E) FIRE HYDRANT x b (E) BLOWOFF VALVE LL + (E) STREET SIGN V) U (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER �2 0 n- w CUT/FILL SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY > z p o - - LANDSCAPE EASEMENT U) ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT � m SQ z L0 \� f wU OJ OJ O s1, O \ \ 6�. Q v~i n. O II t0 •- O -q- �- N O Vis, 0.5' Q II N 5' '' J N �I \ N r r F \ 22' v~i \\ `� LL. Q r N O 0 M t0 R/W ALMOND CREEK DRIVE I SEE SHEET 6 4 R/W 10+55.00 ECR \` g'` I \ ?0.00 R + m 10+55.02,. `\ `. o 11 R NO. 62986 !i __ I €` \ 5 2 00 O o ON )2 BCR2 7 �`; € �' ' + LL f.; ; �Z j5 28 i` k '.l .7 'EI 51 CARSON RIVER ROAD TI - 4.5 j ME m Lcw1 'I W, i \\ I i R/W 4 A 40' 0' m 40' 80' HORZ SCALE:1 "=40' CARSON RIVER ROAD SCALE: 1 " 10' VERT. 1" = 40' HORZ. CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. " OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OINSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 1 g TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: ................... E PAVING ( ) Length Radius NEW ASPHALT PAVING C1 31.42 (E) STORM DRAIN MANHOLE 90'00'00" O° NEW STORM DRAIN MANHOLE 35.00 2725'40- (E) SEWER MANHOLE 197.70 84.00 NEW SEWER MANHOLE C5 13.70 (E) TRAFFIC SIGNAL 22'25'40" C6 NEW TRAFFIC SIGNAL 35.00 'O (E) STREET LIGHT 31.42 �"--' NEW STREET LIGHT C16 31.42 (E) SIGN 90'00'00" -` NEW SIGN + NEW STREET SIGN Z (E) MONUMENT OO NEW MONUMENT 0 0 NEW WALL U) CZ (E) FIRE HYDRANT x b (E) BLOWOFF VALVE LL + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER w S NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY > > PROPERTY LINE - - LANDSCAPE EASEMENT U) ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT z SQ z L0 r3l a LU of o oI BACK OF WALK 0' a Q v~i Q U R/W 13.5' 13.5' I , Vis, 0.5' I 0.5' 5' 2% TYP. 4.5' 4.5' 12% TYP. 5' w r r 22' 22' FL PER PLAN 4'-6' OR 20' _J OR GREATER TYPICAL DRIVEWAY, LAYOUT CURVE TABLE Curve f Length Radius Delta C1 31.42 20.00 90'00'00" C3 13.70 35.00 2725'40- C4 197.70 84.00 134'51' 10" C5 13.70 35.00 22'25'40" C6 54.98 35.00 90'00'00" C15 31.42 20.00 9700'00- C16 31.42 20.00 90'00'00" N.T.S. i w H._ o M CDN LU cr 0 � LLJO a r � w Q w N a N > v d O V O y� LAI z �wyw co Lu, g o�� �Za='o N >i CpCf F>wa�- �i JN 70aU¢m O- a U Z H O LL wwza0 m ✓� wO4~ F H Z a !`F - a Z � O � a ¢ z < O ¢o 0 U 0 3 ¢ U' a U www w J � - z lV > O,'M� O>w=LLQ EL,' N zZaNw ELI�p �. 3amwwx o¢'n>¢ w� 3 EE z EL,' Sm LLOQQQr cn 8N >Xz¢w ¢wO¢ 00, w 3^ >z W 0 2 10 o�> ~a¢�O CLU J J Q o g U) � z 0 W w Ir DR"AWtNG OF RECORD CU J w w w Q Q L 0 w w w 0 ti W W U~>> ¢ ir c Q Z m H p 0 0 0 U) > x LL LL LL cn U w w w > > > U) U) (1) SQ L L0 w Q m U m w r r Q r N O 0 M t0 DR"AWtNG OF RECORD CU J Z D Q Q L 0 -e W 0 ti W W U~>> Z Q Z m H p W LW U) > x 1= cn U rn a. m a m N i LU LU N LU v I F- V) i w o w W O N U) O a is K 0 a CONSTRUCTION NOTES 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL SEE SHEET 4 INSTALL STREET SIGN PER BAKERSFIELD SM. T-1. C, SEE SHEET 8 41) CARSON RIVER ROAD CACHE CREEK LANE INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. V* uj I n4 CONSTRUCT TYPE -B- CURB & GUTTER PER BAKERSFIELD STD. ST–1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST–3. I r•"'ITUBS –14. ....... ...... .... INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST ..... ....... ....... ...... . ..... ....... ....... ...... .. ...... ...... ....... ...... . CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAJL B. 66 ... .. ..... ... ...... ....... ... Lj 7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). m 00 53 co CD EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. W. (.0 c� 00 OD c) oo m 0 cc) 61 63 64 0 00 (o 54 55 56 57 58 59 60 62 65W 0 0 N I + PROTECT IN PLACE. c,4 + Z 6 . .... ...... . TUD Go 0 z 0 04 + c� 6 11 _j + PAVING TO BE REMOVED. 0 + z .. ... ...... .. _.. $ < Lo z 04 -j + rlo 0 Uj 0 Lo cn > in OR ou-) 0 0 0 0 0 0 0 0 TO BE REMOVED AND RELOCATED. 0 0 + 0 i 011, C, -J cw) , * - q q q q q 0 Lo 0 0 Qf L6 Ui to Lo Lo Lo Lo M oo C!t 00) 04 0) 04 @ ADJUST TO GRADE. C'4, -t Ui Ln Lo oz < 00 rn m y 0 Of + + + + + 11 L6 0+ + + + + + 67 0 < O Ld 0 LU 04 .t C14 C3 C5 ....... ...... ...... 13 CONSTRUCT WALL PER WALL PLANS 0 110 – 04 W -R/W ...... h R/W U + < + -j 2 < 0 z �2 0 Q in V) CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 V) cn tv<-) N. F- 11 SAWCUT TO NEAT LINE 1;;7 A 12 6 V) ej 6 115) 2 lz TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD SM. T-34 — sw --------------------------------- mm, 16+ 6 – �\\C4 0 8 NOTES: 8+90.73 z + . ........ ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. 0 IMEN CITR S CREEK IV 3 �2 19 V. V y )i y VL V– IL ;TA = 13+20.00 O CACHE CREEK LANE LEGEND: 0 0 0 0 rn O 0 0 q q q rl� . Ui Ui w 0) U-) Lo Lo Lo Ui L6 Lo VR/W Lo Lo C-4 Q; 0) R/W ul L) r, 00 F, pe) 0) f -t Z '4- + 00 24 Qf 0 + + + + L.Li 0) + + + + + w 0: (7� 0, LU 0 Li 0 0 Z 04 C-4 po ,d- 4- ul co Q 00 04 - Ec pf �o m o 0, co L) to m 0 II II II II II II II II IILLJ REMOVE (E) PANANG > 00 0 Lo 0 C; 00 Lo 04 t< Z, Q L0 Lu: c; V) ...... ...... ....... ...... .. 00 z U) F<- oaz F<- F<- F<- FV<-) F< - V) /-, . ,� N 1-1 S � �. z 06 z . ...... V) V) V) V) V) V) W1 C:> on Lo .... ... 04 -j (E) PAVING 0 + LL- 0 . ....... ...... (546) + U- w 00 F-1 Z-0 + 0 69 0 co N 7, C4 V I (; 8 6 �o 0 co X. y.. NEEME NEW ASPHALT PAVING" Lu Lo 4 (n 0 t E L.L . ...... ...... -00- LL- ..... . . ..... .. .... II (3 .... ...... . ....... i 51 50 4.9 4 8 --,----4 6 (E) STORM DRAIN MANHOLE cn LL- -47 ... .... ...... 45 44 43 1 42 41 40" ...... ...... ....... ....... ... 48) .... ... LU .......' LL ...... .. ...... ...... .......• NEW STORM DRAIN MANHOLE LL. ow Z, LL, 47)"' C/) (E) SEWER MANHOLE SEE SHEET 4 SEE SHEET 8 Lul CITRUS CREEK DRIVE Z., CARSON RIVER ROAD NEW SEWER MANHOLE �5F, Z CACHE CREEK LANE mo��.< Tl 4.5 t (E) TRAFFIC SIGNAL a. NEW TRAFFIC SIGNAL 0_ Q < < (E) STREET LIGHT o co W FL NEW STREET LIGHT 7) n 40' ol 40' 80' C> m� e �- I 330 z - ------- . . . . . . . . . . . . . . . . . . . . . . . . . . . --------- 330 ................. ......... ......... ......... ......... ......... ......... . ..... ........ .... .... ......... -------- ---- ......... ... ------- ......... ......... ......... ......... ......... ..... ...... - ............ ....... ... ......... ...... ......... ........ I ........ ......... ......... ......... ......... ......... .. . ..... ...... . . . . ..... .......... ......... .... .... . . .... . ......... ...... ......... ......... ........ ....... ......... ......... ......... ....... ......... ......... ........... . ...... ....... . ...... ......... ......... --------- ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ......... ......... .... ....... ...... ......... ... . .. ......... ...... ......... ......... ......... .................... ..... .. ....... ........ ........ .... .. .......... ......... .... ..... ......... ......... --------- ......... ........ ......... ..... ru . . . . Uj 325 . - - - -- ------ 325 vi 9+5n 1 n4 -nn 1 1 -L-nf) 1 1 -Lrr) I 0)-Lnr) I f) -I- R r% Zinn 7 -t =A I A . r%r, A A r- f% 4 =e% 4 f%f% 4 1= f% 4 -7 . ^f% 4 -7 C f% 4 C2 . f% f% 4 0 . r -f% 4 e% ...nn... r- f% CURVE TABLE Curve Length Radius Delta clo 31.42 20.00 090-00'00" C17 29.94 20.00 085'47'00" C19 35.33 480.00 00413'00" C15 31.42 20.00 090'00'00' C16 31.42 20.00 a. rl U) rn LU , Luu f IV &.wr 6"r- a- I Wf wwd6 EKP &30// U) LU 0 U LU it) uj m 0 LL 0 C-4 U) o di La 2 w w CL m N O M 27 1 28 co � UO IN a- w O 32 O JO�o Q OO NEW MONUMENT Q+la��ll NEW WALL i i � O (E) BLOWOFF VALVE C3� J J I II II Q (E) STORM DRAIN � � loom a J 11 NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY ; PROPERTY LINE I Or LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT oC FL STA=8+95.58 MENS F r) z I r7 mmommN 1001 IN, 100", L6 w m 10 w olomMEN mN ¢O�� a- o� 0 ori LL Lo vi a ri Lo W R/W �+ 13.5' •.. CC As, 0.5' I mom c+ IN II a v~i II a v~i R/W II a W 27 1 28 co � UO IN a- w O 32 O JO�o Q OO NEW MONUMENT Q+la��ll NEW WALL i i � O (E) BLOWOFF VALVE 27 1 28 co � UO I�j I� a0 a- w O 32 OnN�p JO�o O OO NEW MONUMENT Q+la��ll NEW WALL + � O (E) BLOWOFF VALVE C3� J J I II II Q (E) STORM DRAIN � � I 10 J 11 el ri 29 12 W 31 V v Ir y b V A.y _� . IG N N C14ON R/W N ro II II II II ~ N N Ln 13 14 15 16 17 ALMOND CREEK DRIVE TI = 4.5 o- 19 36 LW -r ::3 w U W Z N0 rnQ N OZ of � (L + V) N I V) w W N CONSTRUCTION NOTES 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. 0CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 07INSTALL TYPE 3 BARRICADE WITH OMI—1 OBJECT MARKERS (3 EACH). 08 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: I M.M= REMOVE (E) PAVING d E PA N G E ( ............................ ....... ) \\ NEW ASPHALT PAVING (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE NEW SEWER MANHOLE 40' 0' " 40' 80' (E) TRAFFIC SIGNAL NJ lz NEW TRAFFIC SIGNAL HORZ SCALE:1 "=40' (E) STREET LIGHT C>— NEW STREET LIGHT Length (E) SIGN 1' NEW SIGN 32 33 022'25'40" 4 OO NEW MONUMENT 134'51'10" NEW WALL (346) (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (-35 D (E) STORM DRAIN N 0 S (E) SANITARY SEWER S NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY ; PROPERTY LINE I Or LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT oC U F r) z I r7 W U -1 L6 w m 10 w r ui mN ¢O�� a- o� 0 ori LL Lo vi a ri Lo W R/W �+ 13.5' •.. CC As, 0.5' I J. c+ F II a v~i II a v~i R/W II a W •• RJ w II cn l�tk II FL PER PLAN 4'-6' .. Q OR GREATER TYPICAL V v Ir y b V A.y _� . IG N N C14ON R/W N ro II II II II ~ N N Ln 13 14 15 16 17 ALMOND CREEK DRIVE TI = 4.5 o- 19 36 LW -r ::3 w U W Z N0 rnQ N OZ of � (L + V) N I V) w W N CONSTRUCTION NOTES 0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. 0CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. 07INSTALL TYPE 3 BARRICADE WITH OMI—1 OBJECT MARKERS (3 EACH). 08 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: I M.M= REMOVE (E) PAVING d E PA N G E ( ............................ ....... ) \\ NEW ASPHALT PAVING (E) STORM DRAIN MANHOLE NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE NEW SEWER MANHOLE 40' 0' " 40' 80' (E) TRAFFIC SIGNAL NJ lz NEW TRAFFIC SIGNAL HORZ SCALE:1 "=40' (E) STREET LIGHT C>— NEW STREET LIGHT Length (E) SIGN 1' NEW SIGN + NEW STREET SIGN 022'25'40" (E) MONUMENT OO NEW MONUMENT 134'51'10" NEW WALL Ct (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY PROPERTY LINE I — — LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT oC U F SSP z I I W U -1 �a w m '� w oI mN ¢O�� a- o� 0 Q of LL BACK OF WALK vi a vi W R/W �+ 13.5' 13.5' �-- CC As, 0.5' I I 0.5' l -')I ' 5' 12% TYP. 4.5' 4.5' 127.TYP. 5' F O J CL ��o=w '= -o N $ �wZoe w w 22' 22' oo��> FL PER PLAN 4'-6' OR 20' Q OR GREATER TYPICAL DRIVEWAY LAYOUT DRAINING OF RECORD ALMOND CREEK DRIVE -od 'tl- SCALE: 1 " = 10' VERT. Comm P L. ALBERTO LOEZ 1" 40' HORZ. • R.C.E. 67" • _ w.� EXP. _6/--3& 1 11 CURVE TABLE Curve # Length Radius Delta C3 13.70 35.00 022'25'40" C4 197.70 84.00 134'51'10" C5 13.70 35.00 022'25'40" C6 54.98 35.00 090-00-00- N.T.S. w o m v CD N Lu U D_ m LLI W > LU J m >"n 0 z F- o. p 0 z EDW 0 2 ER * �� > Ln s Q 0 Nd' W 4 N > U do, z V oC U F SSP (L q38 * W U -1 z w m '� -----------------------�m o� o� w w ¢ w W m mN ¢O�� Lu CPCf F>wati LL 0. 0 W Z O J m — w c Q E ~ W ��;;,� z O z � .,,.�,,�• Z < ¢ O o�o30� U o ci a ww w O �� -z V OOaw x 'n CC cn, Q m a a�Nw�r F O J CL ��o=w '= -o N $ �wZoe w w ISI oo��> 2>s Z 0�WQ Hv ~ a o Q U J J Lu o m CC Cc m fr fr FL F- m z W > J m >"n J • z F- o. p 0 z EDW 0 2 > Ln V 0 w = oC U F v (L ? W U -1 z LU '� U-1 m W Lu LL L LJ 0 (= W a o CC cn, Q O J CL w w w ISI Lu CC Cc m fr fr cc 0 0 ool LL LL w , o o U) U) � a m U Cc W v "' u' izz Z;5 J z W > J m >"n J • ■Lir F- o. p D 2 z EDW 0 2 > W V 0 w = oC U F v (L ? W U -1 z LU '� U-1 m W Z LL L LJ 0 (= W a o o� cn, Q O1 a m ' m w W UN j cl) .. F- F ? W U -1 O LU '� U-1 — LL O N (= O a o rw F O J CL 3 0 0 0 0 M W 370 360 350 340 330 380 370 360 350 340 330 325 16- 37 20 21 wo R/W E REMOVE (E) PAVING Length EAVING P Delta C7 31.42 NEW ASPHALT PAVING 090'00'00" (E) STORM DRAIN MANHOLE O° NEW STORM DRAIN MANHOLE 09000'00" (E) SEWER MANHOLE 31.42 NEW SEWER MANHOLE 090'00'00" (E) TRAFFIC SIGNAL 3, eFj NEW TRAFFIC SIGNAL —O (E) STREET LIGHT w NEW STREET LIGHT v (E) SIGN JL a, ,b NEW SIGN a NEW STREET SIGN w (E) MONUMENT O NEW MONUMENT H NEW WALL CZ (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER Q CUT/FILL SLOPE (SEE GRADING PLAN) ---- TRACT BOUNDARY PROPERTY UNE — — LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT i Z a z 0 0 0 a 3I LLI �I O 0 3I DI BACK OF WALK v ia a v~i i LL LL R/W As, –"- 13.5' 0.5' 13.5' •� , 0.5' I i w 5' 12% TYP. 4.5' 4.5' 12% TYP. 5' w w 22' 22' TT FL PER PLAN 4'-6' OR 20' OR GREATER TYPICAL DRIVEWAY LAYOUT w Q m U r r r L m co (o 00 0 C14 72 -i C14 01 1 R IN IN 121+051 NE o , . TO BE COMPLETED INMIMIX OMMMUMEMMM WITH TRACT .2 -17-267 iii STA=18+90.73 60' WIDE SEWER EASEMENT 026. LL. 11 co 41 PER DOC STA= 10+60.00 0207084777 04 CACHE CREEK LANE C14 ALMOND CREEK DRIVE. 1-50 17+00 17+50 18+00 18+50 19+00 19+50 ALMOND CREEK DRIVE SCALE: 1 " = 10' VERT. 1" a 40' HORZ. 20+00 20+50 21+00 21+50 21+75 1 1 40' 80' HORZ SCALE:1 "=40' DRAWING OF RECORD L. ALBERTO LOPEZ R.C.E. 67602 EXP. 6/30/17 CONSTRUCTION NOTES OCONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1. O3 INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. OINSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE 'REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GLITTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: CURVE TABLE' , REMOVE (E) PAVING Length EAVING P Delta C7 31.42 NEW ASPHALT PAVING 090'00'00" (E) STORM DRAIN MANHOLE O° NEW STORM DRAIN MANHOLE 09000'00" (E) SEWER MANHOLE 31.42 NEW SEWER MANHOLE 090'00'00" (E) TRAFFIC SIGNAL 3, eFj NEW TRAFFIC SIGNAL —O (E) STREET LIGHT w NEW STREET LIGHT v (E) SIGN JL a, ,b NEW SIGN a NEW STREET SIGN w (E) MONUMENT O NEW MONUMENT H NEW WALL CZ (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER Q CUT/FILL SLOPE (SEE GRADING PLAN) ---- TRACT BOUNDARY PROPERTY UNE — — LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT i Z a z 0 0 0 a 3I LLI �I O 0 3I DI BACK OF WALK v ia a v~i i LL LL R/W As, –"- 13.5' 0.5' 13.5' •� , 0.5' I I �y w 5' 12% TYP. 4.5' 4.5' 12% TYP. 5' w w 22' 22' TT FL PER PLAN 4'-6' OR 20' OR GREATER TYPICAL DRIVEWAY LAYOUT CURVE TABLE' , Curve # Length Radius Delta C7 31.42 20.00 090'00'00" C8 31.42 2000. 09000'00" C9 31.42 20.00 090'00'00" N.T.S. 3 III w w 2 co U) Z Ljj J > J J Z F- D Z LU 0 2 W U W w w w > 0 v V. a w w w CL cic H Z X LU w O W I CC U) JQ Q 0 0 0 0 LL LL LL LL w w w w w Q m U r r r L m co (o w w 2 co Q1 0- U) UJ m i-- I w LU LU v I 2 . z U) H oLUe, N w 0 O a 6 K 0 J a U) Z Ljj J > J Z F- D Z LU 0 2 W U W W > � v V. a a � o cic H Z X LU w O W I CC U) JQ Q1 0- U) UJ m i-- I w LU LU v I 2 . z U) H oLUe, N w 0 O a 6 K 0 J a 22 23 SEE SHEET 7 ALMOND CREEK DRIVE TCN�J + "� ����'9....... 40 R w 0 w / -� Q z C : N FL STA=13+1 1.42 ECR :.... � � J0 _j it r + o 5 FL STA=13+ 1 1.92 0 I� C o 41.81 L N0. 62981 V) IN IQI N �3¢ :.......:......:............ v~i �JR�W...........; i...�....... (347) ....:.....:..:' STA =12+80.00 BCR FL 20.00 L ........ / ....:...........................:.. SEE SHEET 5 CITRUS CREEK DRIVE 370 • 6, 350 Mol o 370 0I 0 0 360 350 w 340 M 5) 330 320 9+75 10+00 WOOD FENC 65 TRACT 6359-1 W BOUNDARY FL STA=13+27.14 BCR (E) WOOD FENCE STA 13+20.00 (PROTECT IN PLACE) ¢ CACHE CREEK LANE (E) BLOWOFF STA = 18+90.73 (PROTECT IN PLACE) CITRUS CREEK DRIVE STA STA=14+78.91 .: ........::....... 13+57.08 ECR"�"'""'��"... ........ �� MATCH EXISTING - =' Q '-"FL 20.00 L J FL 20.00 L \ \• } \ 10 110 11, \\ \ \\ �\ Delta _ 31.42 STA 10+00.00 90'00'00" INS ININNIMMI 31.42 CACHE CREEK LANE ONS, 11110 31.42 1 20.00 90'00'00" 11 N=01 29.94 20.00 10001 C19 J 480.00 womim-, C20 36.80 500.00 413'00" 0 > W w'a. U _ X .0 z a - .36 a 0 0 0 0 = m W W W U_ LL H Q . 0 0 0 0 w w w w > > >, 160'- 370 • 6, 350 Mol o 370 0I 0 0 360 350 w 340 M 5) 330 320 9+75 10+00 WOOD FENC 65 TRACT 6359-1 W BOUNDARY FL STA=13+27.14 BCR (E) WOOD FENCE STA 13+20.00 (PROTECT IN PLACE) ¢ CACHE CREEK LANE (E) BLOWOFF STA = 18+90.73 (PROTECT IN PLACE) CITRUS CREEK DRIVE STA STA=14+78.91 .: ........::....... 13+57.08 ECR"�"'""'��"... ........ �� MATCH EXISTING - =' Q '-"FL 20.00 L J FL 20.00 L \ \• } \ Curve # V \\ \ \\ �\ Delta _ 31.42 20.00 90'00'00" INS ININNIMMI 31.42 20.00 90'00'00" C10 31.42 1 20.00 90'00'00" C17 29.94 20.00 10001 C19 35.33 480.00 womim-, C20 36.80 500.00 413'00" 0 > W w'a. U _ X .0 z a - .36 a 0 0 0 0 = m W W W U_ LL H Q . 0 0 0 0 w w w w > > >, 160'- U) � 0 C/) ID Lo c) cn cn W > w 0 w 00. o - H EXISTING w r 00 r Po Q T (E) UTILITY M FL 20.00 PER DOC 0207084777 0 Z M t0 STUB C; 04 rou TRACT 6359-1 BOUNDARY:' 71 68 • • CACHE CREEK LANE TI = 4.5 370 360 350 340 370 360 350 10+50 11+00 11+50 12+00 12+50 13+00 CACHE CREEK LANE SCALE: 11" - 10' VERT. 1 " = 40' HORZ. 13+50 14+00 14+50 m 40' 0' 40' 80' HORZ SCALE:1 =40 DRAWING OF RECORD L. ALBERTO LOPEZ R.C.E. 67602 EXP. 6/30/ 11 CONSTRUCTION NOTES O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL. O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1. O3 INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN." OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE, COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. 12 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE 16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T-34 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: REMOVE (E) PAVING .. () E PAVING ................ NEW ASPHALT PAVING (E) STORM DRAIN MANHOLE O° NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE NEW SEWER MANHOLE y (E) TRAFFIC SIGNAL NEW TRAFFIC SIGNAL -O (E) STREET LIGHT ~ NEW STREET LIGHT (E) SIGN NEW SIGN NEW STREET SIGN (E) MONUMENT O NEW MONUMENT NEW WALL C( (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN S (E) SANITARY SEWER S NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) „ TRACT BOUNDARY PROPERTY LINE LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT I z w a ' z I J w a. I oI o� o a BACK OF WALK v l a R/W ---� 13.5' 13.5' , Rs, 0.5' I I 0.5' tP 5' +27. TYP. 4.5' 4.5' 2% TYP. 5' FL PER PLAN 4'-6' OR 20' OR GREATER TYPICAL DRIVEWAY LAYOUT N.T.S. ' CURVE TABLE Curve # Length Radius Delta C7 31.42 20.00 90'00'00" C8 31.42 20.00 90'00'00" C10 31.42 1 20.00 90'00'00" C17 29.94 20.00 85'47'00" C19 35.33 480.00 413'00" C20 36.80 500.00 413'00" CD N LU U w w W z O a LU 0 w ��G� EER • di z z � apN Oy1 O�� pC� F>w QF J N Z<¢ O Q v o0°az a O E mwz Q Rz z¢10Wo OV �Q�w w tiU w O :< i w Zcc N z F �LL _ Z Q Ow Y�� vi O 3 Qv! w �. w _ Y w�> L F - Z pp 3 �Nozw $>xz¢w °¢ .� >Q°=� 3N wwwrLL °e�w> =o °0a �O CLCL U ¢ 0 < a 0 m' m a • m � co M N LU W N 0 z w v I F- v7 i LU 0 W W n _ L O N L. O a 6 w O 4t J 4 `� J J Z LJ , J J Z F- a Q > 0 z W W w cr > > >I CL 0 > W w'a. U _ X .0 z a - a 0 0 0 0 = m W W W U_ LL H Q . 0 0 0 0 w w w w > > >, D U) � 0 C/) c) cn cn W > w ¢ m U o w r r r r Q T i1r5 M 4 M t0 CO a • m � co M N LU W N 0 z w v I F- v7 i LU 0 W W n _ L O N L. O a 6 w O 4t J 4 `� J J Z LJ , J Z F- a Q z W Y 0 > W U _ X .0 z a - a w W = m W w U > H Q . m cn U a • m � co M N LU W N 0 z w v I F- v7 i LU 0 W W n _ L O N L. O a 6 w O 4t J 4 `� SEE SHEET 7 ALMOND CREEK DRIVE 25 w 60' WIDE SEWER EASEMENT t PER DOCUMENT 0207084777 3i E? Y0 26 m + o a�J`\ 0 o o+ r) �• ti _\ J a ? STA = 1 1 +54.04 7 2 7 0 0 #N o N \ + oo cn 41.59 L NO. 62983 5 p0 II N p z II N i II N W V)� FQ-J = vv) - POWER \ w 2 ' 9 POLE Ii . R�W». 946 ~� # POLE : 9... �r ... P s 7 `Ei:• lt' • (346) m ; -EXISTING OVERHEAD », POWER 10+00 ` " "� ` "' 11 +00 PARTIAL X -GU "TTER, .. �^ �- �NOQ' 42' 22E 180.04 - %o- 1 4 TO BE COMPLETED 348) WITH TRACT 7267 i E FUTURE RIO ' I ( VERDE TRACT BOUNDARY 'DRIVE CONSTRUCTION .................. ...» ......... ;, ...................; ; ..». i; \�\. r •; f : '9 - - STA = 11 +80.04 t - - :E I ING SANITARY RY SEWER LINE .. �RIO w RDE DRIVE S » VE e Q _... r STA = 21+04.59 ALMOND CREEK DR -NORTH FL RIO VERDE DRIVE. TI - 4.5 40' 0' 40' 80' HORZ SCALE:1 "=40' 380 370 360 350 340 9+50 rz 10+00 10+50 11+00 +00 11 +50 RIO VERDE DRIVE SCALE: 1 " - 10' VERT. 1" = 40' HORZ. 380 370 r Me W111 340 12+00 m STA = 10+00.00 (� ROSE CREEK- V STA = 16+70.08 (j OLD RIVER RD 3 WITNESS a alI a :k 0014 1111 SEE SHEET 3 SEE SHEET 4 OLD RIVER ROAD CARSON RIVER ROAD ROSE CREK ROAD TI = 4. 40' 0' 40' 80' HORZ SCALE:1 "=40' 380 Line - - -------------- Direction fti 219.92 380 370 6.83 SO' 39' 31 "W L14 25.96 1 S89' 17' 39"E 370 ...............:...................�...... ........ :...............................................I........•I....... .... .... .... .... .... .... .... .... 037'57'00" .................................. m ............................ ..<... ..<... .... .. i... ...:...... .... .... .... . 5.00 089'57'10" C32 .................:................. 2.00 .... ............... ........... W ...... .... .... .... .... .... .... .... U" ... .... .... W .... .... 360 _ _ Cr .... _ __ . ... Cr p.. _. ..... ....-i.......o.....-..... m N ...---i..-•-.•-••--...... 360 <.........<.........<........ a: 0 ............... N M... .... W M .... N.. .................. W > U) O+ . 11) LL 0� N N.............................. D Ln II ............... .... mom , MEN! \1 . m1\10\171 0) + ... ...... Cr .... m ......................... .............. > > II ............... .... .... .... .... 1100, 1100 1101 01 MW M........... n MM ... .... o ......... :.................... .;....... 350 <.. <.. _ _ t.-- .� .... �... .:... .. --------=--------------- -- ----<. .... ....--i.....� WN 100 N ..i.........i..... .. 350 ................................ .... >.. _... V) w EXISTING GROUND liLANDSCAPE ww .... Li :.... ON �W r........._ -0.38_...< ....,;.._ :................................... 340 ______-____�___�_ ............ ................. ........ 47.20' ..................................... �. . z.. .... .. .... 31.42'.. .... <. 340 N Z W > J J `• PROPOSED 11' > F- :......... :.................:..................:................... : O 0014 1111 SEE SHEET 3 SEE SHEET 4 OLD RIVER ROAD CARSON RIVER ROAD ROSE CREK ROAD TI = 4. 40' 0' 40' 80' HORZ SCALE:1 "=40' 380 Line - - -------------- Direction L4 219.92 380 370 6.83 SO' 39' 31 "W L14 25.96 1 S89' 17' 39"E 370 ...............:...................�...... ........ :...............................................I........•I....... .... .... .... .... .... .... .... .... 037'57'00" .................................. m ............................ ..<... ..<... .... .. i... ...:...... .... .... .... . 5.00 089'57'10" C32 .................:................. 2.00 .... ............... ........... W ...... .... .... .... .... .... .... .... U" ... .... .... W .... .... 360 _ _ Cr .... _ __ . ... Cr p.. _. ..... ....-i.......o.....-..... m N ...---i..-•-.•-••--...... 360 <.........<.........<........ a: 0 ............... N M... .... W M .... N.. .................. W > U) O+ . 11) LL 0� N N.............................. D Ln II ............... .... ...................................... 0) + ... ...... Cr .... m ......................... .............. > > II ............... .... .... .... .... M........... n MM ... .... o ......... :.................... .;....... 350 <.. <.. _ _ t.-- .� .... �... .:... .. --------=--------------- -- ----<. .... ....--i.....� II.........I ��... N ..i.........i..... .. 350 ................................ .... >.. _... V) w EXISTING GROUND w�J .... ww .... Li :.... 0 �W r........._ -0.38_...< ....,;.._ :................................... 340 ______-____�___�_ ............ ................. ........ 47.20' ..................................... �. . z.. .... .. .... 31.42'.. .... <. 340 N Z W > J J `• PROPOSED •.• SOUTH FLOWLINE PROFILE ' > F- :......... :.................:..................:................... : O ..................................................:.....:....:......:...............................,.......:.................:.. :.........:..........:.................:.........:.........:.........:.........................................................................;.........:.........:..................>.................................... Z w_ 335 _ 335 10+00 10+50 11+00 11+50 12+00 12+50 ROSE CREEK ROAD SCALE: 1 " = 10' VERT. 1" = 40' HORZ. W DRAWING OF RECORD Covell s12a�i t► • L. ALBERTO LOPEZ R.C.E. 67602 k EXP. 6/ CONSTRUCTION NOTES OCONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1. OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN. OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3. O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14. v O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B. O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN. 9 PROTECT IN PLACE. 10 PAVING TO BE REMOVED. 11 TO BE REMOVED AND RELOCATED. j 2 ADJUST TO GRADE. 13 CONSTRUCT WALL PER WALL PLANS 14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7 15 SAWCUT TO NEAT LINE I 1 6 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD." T-34 NOTES. ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. LEGEND: E>:>. REMOVE E PAYING E PAVING I................................. NEW ASPHALT PAVING ®° (E) STORM DRAIN MANHOLE i O° NEW STORM DRAIN MANHOLE ® (E) SEWER MANHOLE NEW SEWER MANHOLE E (E) TRAFFIC SIGNAL NEW TRAFFIC SIGNAL ° (E) STREET LIGHT NEW STREET LIGHT (E) SIGN NEW SIGN NEW STREET SIGN I (E) MONUMENT O NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN D (E) STORM DRAIN D NEW STORM DRAIN I S (E) SANITARY SEWER S NEW SANITARY SEWER CUT/FILL SLOPE (SEE GRADING PLAN) TRACT BOUNDARY PROPERTY LINE LANDSCAPE EASEMENT ------ TRAFFIC SIGNAL INTERCONNECT CONDUIT I I LLJ d a I rr w 0 3' a o a BACK OF WALK dii ia v~i i R/W -113.5' 13.5' r F xs, 0.5' I I 0.5' 5' +2% NP. 4.5' 4.5' +27. TYP. 5' 22' 22' I TT FL PER PLAN 4'-6' OR 20' OR GREATER TYPICAL DRIVEWAY LAYOUT N.T.S. LINE TABLE Line Length Direction L4 219.92 NO' 33' 57"E L13 6.83 SO' 39' 31 "W L14 25.96 1 S89' 17' 39"E CURVE 'TABLE Curve # Length Radius Delta C1 31.42 20.00 090'00'00" C2 47.20 30.00 090'08'30" C9 31.42 1 20.00 090'00'00" C27 29.81 45.00 037'57'00" C28 4.44 2.00 127'17'40" C30 7.85 5.00 089'57'10" C32 6.30 2.00 180'33' 10" CSG\ ER* b/ U W do, z G d S P 1 S 3a IDtiWm� mID �z=0= �. -N 0¢U¢a m wU a o - Z ' � H a w z O J mw x m E 0 0 a Z Z ¢ z< o Z U 0 ¢o 30 ¢ ww U r w U _U Lu. _ 9 w 0 i v m X w 2 x w Z M.- Wx (7 > ¢ rn Z F- tiww O _Z m Luo wz Z 0p3 3 ?�ozw LLoa-<. cc >xZ¢W ¢w o¢ Lu "N >IwTI 3 wWw� 4p1 ~ a¢ -O � �QQI Q 0 J J tom o �l, fn z 0 w rn w z m a O � � 1 - M m a C• Cc CO CD N LU 3 w 3: w 3: w CSG\ ER* b/ U W do, z G d S P 1 S 3a IDtiWm� mID �z=0= �. -N 0¢U¢a m wU a o - Z ' � H a w z O J mw x m E 0 0 a Z Z ¢ z< o Z U 0 ¢o 30 ¢ ww U r w U _U Lu. _ 9 w 0 i v m X w 2 x w Z M.- Wx (7 > ¢ rn Z F- tiww O _Z m Luo wz Z 0p3 3 ?�ozw LLoa-<. cc >xZ¢W ¢w o¢ Lu "N >IwTI 3 wWw� 4p1 ~ a¢ -O � �QQI Q 0 J J tom o �l, fn z 0 w w rn w z m a O � r m a CSG\ ER* b/ U W do, z G d S P 1 S 3a IDtiWm� mID �z=0= �. -N 0¢U¢a m wU a o - Z ' � H a w z O J mw x m E 0 0 a Z Z ¢ z< o Z U 0 ¢o 30 ¢ ww U r w U _U Lu. _ 9 w 0 i v m X w 2 x w Z M.- Wx (7 > ¢ rn Z F- tiww O _Z m Luo wz Z 0p3 3 ?�ozw LLoa-<. cc >xZ¢W ¢w o¢ Lu "N >IwTI 3 wWw� 4p1 ~ a¢ -O � �QQI Q 0 J J tom o �l, fn z 0 rn EL m a L w m N Cc CO m 3 w 3: w 3: w LU 11 � Cr Cr Cr C0 F w a: 0 cr 0 LL cr 0 LL o in W > U) > U) Z) CO 11) LL 0 N U) D Ln D w Cr Q m U Lu Q n N o M t0 Li 0 �W J N Z W > J J > F- m O Z FZ W � w I O V O �a Q LU cr W ccY LLjw > P W U) Q� U W V) O rn EL m a m N CO m wW N LU 11 � = Z C0 F w o in W n o LL 0 N U) O a o w O J a 3 0 0 0 M z W L0 ira 2 L V) n ' ,1 INDEPENDENCE I , _" , ........ HIGH SCHOOL //" \ Z------------------ ----- --------- ---___........................ ..___................-................ _------------------------ EXISTING STRIPING ® _.............__ ____ .............. TO REMAIN EXISTING CURB, GUTTER EXISTING TURN ARROW +I & SIDEWALK IN EXISTING TURN ARROW " " EXISTING STRIPED MEDIAN 3 - •—EXISTING S�ifPE � `�„ ""-- _ ,..� ,",�,.,,".,"""".,","".� \ I R/W w 8 7 EXISTING DETAIL 24 TO BE REMOVED 6 5 OLD RIVER ROAD EXISTING STRIPING M EXISTING EDGE OF PAVEMENT EXISTING STRIPED MEDIAN TO BE REMOVED "gym 7.7 ".�„- - FOG UNE BOUNDARY Ml ...:....:.. ... Z� ...........:.:....:...:::.. TRACT BOUNDARY EXISTING STOP ® BAR TO REMAIN SPEED L MIT 15--�� -- --- SIGN TO BER MOVED G _4 , z\ RELOCATE EXISTING -4— r "END SCHOOL ZONE" EXISTING STOP SIGN TO REMAIN )[ I EXISTING STRIPING W I TO REMAIN LLJ 3 2 \ U II 1 II I LLL 0 QI II U INDEPENDENCE ".. „".,.., co - H/GH SCHOOL z o o z O FL 6na. cq O Z ......... ..... ... ...... ..... ...... ..... ...... ..... ...... ..... ...... ..... .. ............................................................. +O 00 t IIS + � rjd ...... sh o Q�Q II u NEW EDGE z - ......:... .... ....____ _____ . EXISTING STRIPING ¢ �- PAVEMENT, a Q II cn NEW MEDIAN Z cn TO REMAIN SEE SHEET 3. EXISTING CURB, GUTTER `'' O SEE SHEET 3. N wo N N u- EXISTING TURN ARROW & SIDEWALK N r z STA:10+68.38 r _ - - — — — w - MM n e, _STA. 14+73.08 OFF:7.00'L OFF:7.00'L STRIPING PER DETAIL 29 WITH ........... 10+00 - 11+00 12+00 - - 13+00 - - 14+00- - 1 DIAGONAL STRIPING PER CMUTCD _ ................. +00 16+00 17+00 „ STA:10+67.55 ....... ...... ....... ...... ...,:..... ....... :..... OFF:2.14'L TRACT EXISTING TURN ARROW _ - w STA:7. 73.08 BOUNDARY STA: 11+10.42-- --- TYPE IV (R) OFF:7. 0'R I EXISTING STRIPING OFF:7.00 R STRIPE PER DETAIL 39, "BIKE LANE" ARROW (TYP). STRIPING PER DETAIL 38, C.S.P. CURRENT EDITION /""I^A w PAVEMENT MARKING STRIPING PER DETAIL 39, TO REMAIN BIKE LANE TYPICAL C.S.P. CURRENT EDITION C.S.P. CURRENT EDITION PAVEMENT MARKING EXISTING STOP s �4R .JO REMAIN L � •• . \ CM PER R26 PER "END SCHOOL ZONE” �, ` I ' CMUTCD CMUTCD °' R3-7 PER o CMUTCD N i + �� N R26 ER EXISTING STOP o M CM R/W CD II Y SIGN TO REMAIN , ~ LaJ N \ I� cn < LaJ V)Tj � IU BOUNDA 8 7 6 5 4 3 2 1 f I W I 0 a nl n RIvI=R Rnan STRIPING PLAN N Z m 40' 0' 40' 80' HORZ SCALE:1 "=40' O w a w F- J N Lo U 00o 't OZ on II Z �¢+ 10 II N a2175 N V) II N% t° � u- EXISTING EDGE NEW FOG LINE N rPAVEMENT 18+00 19+00 STRIPING PER DETAIL 29 WITH DIAGONAL STRIPING PER CMUTCD Z m 40' 0' 40' 80' HORZ SCALE:1 "=40' i. INDEPENDENCE ,..,,.......,,..,," .. ............... ". FUTURE CURB, GUTTER EXISTING CURB, GUTTER ," ' HIGH SCHOOL :_ .................................M .......... &SIDEWALKI & SIDEWALK ,� ... ............... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .... >: E XISTING STRIPING TO REMAIN EXISTING TURN ARROW r EXISTING TURN ARROW .:...:.. .......... ........ .......... _:........ _ FUTURE MEDIAN OUNa, TRACT a 11 DARY STD. T-8 ::.: .. ::L .::.:.......... ........ :::. .::. ::. .... .... ... 10+00 11+00 12+00 + 7_ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 .:::............... .................. . . ........... EXISTING MEDIAN f m sEXISTING STRIPING °� -" ---'-' c� o, TO REMAIN EXISTING STRIPING >;;..,..................:................................................................::................................ ....................:........ . EXISTING STOP BAR ............:.:.... ..................................::._..........................::::.. _..:...........: <::.;.::: EXISTING RIPING "'' "` ' `� :::::............ STING ST ::'.:'::':::: ..::.:..................................:.............:.... ...........:..... TO REMAIN .::.:............................:::::...............................:.:. 11 ...............................................:.::::.............................,:.. END SCHOOL ZONE ..:................................................................................................. .......... ";• '. \EXISTING STOP R/W SIGN TO REMAIN CT LaJ \ BOUNDAR W �\ 8 7 6 5 4 3 2 1 f I W Z Q DRAWING OF RECORD OLD RIVER ROAD FUTURE MEDIAN EXTENSION, I [ m m LALBERTO � . LOPEZ (TO BE CONSTRUCTED WITH FUTURE DEVELOPMENT ON WEST SIDE OF OLD RIVER ROAD) 40' 0' 40 gp R.C.E. 671502 p &30t w ' HORZ SCALE:1 "=40' 2 CL a N d N I z I N 6 0 J a w F- CD N w U Ir I w W L1J z ¢ O w ' a ER b� y a ,,, a N > 0 z C a vi Q=yw w $ op JN 0¢U¢¢ OpOaz J �mwzQo C ra Z < o V o¢owoW O y �N ' Z F w F t r O tri d 3<vawwwo EL ¢ w -3o�Za &N ; Oawl� $ >xZw ¢w O¢ a >ZONH uj w Q Z r 3N oo�w> �af6Df =oc < �v ~ h 0 CL U J J ¢ U) co n I U) z 0 U) w w w w oc cc cc cc 0 Cc ol cc 0 mw w wIII 0 co co I w ¢ m U w r r r ¢ O r N O m co 'o I �Q U J cl) Z F- a I Z 5W G O W U > p V w Q 0.Z 0 Q LuW W cc, W _ H O 0 m m c F-- W w � Lu 2 W U O w w (n T O O a 2 CL a N d N I z I N 6 0 J a