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Home My WebLink About10.9-1260 uj I— W W T- Q) Q) J Q W Z W C� 0 U Z Q 0 0 Q U_ r U W I— CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT BAKERSFIELD MUNICIPAL AIRPORT NORTH TAXILANE PAVEMENT RECONSTRUCTION VICINITY MAP 58 C/) 99 _ INDEX OF DRAWINGS BASE BID - NW TAXILANE (SECTION B) & NE TAXILANE 1 0 284 PAGE NO. SHEET NO. SHEET TITLE Burndage Ln. 58 0) • ,- • SUBGRADE EXCAVATiuN — PREPARATION, ION, & COMPACTION 1 G_nn1 r_,n\/FR SHFFT i N 2 G-002 LEGEND AND ABBREVIATIONS Q O 3 G-021 Ming Ave. • CONSTRUCTION OF NEW HOT MIX ASPHALT PAVEMENT c °o O 3 G-081 CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID PHASE 1 • APPLICATION OF NEW PAVEMENT MARKINGS 5 IL o CONSTRUCTION SAFETY AND P! rA"SING PLAN - BASc BID PI-IASE 2 IWa is Dr. U East Planz R . ai Q BA KERSFIEL D 7 East White Ave. • SURFACE PREPARATION 8 C-021 EROSION CONTROL PLAN & DETAILS • CRACK SEALING 9 Q MUNICIPAL DEMOLITION PLAN • APPLICATION OF SLURRY SEAL 10 AIRPORT PLAN AND PROFILE - NW TAXILANE (SECTION B) J 11 C-202 PLAN AND PROFILE - NE TAXILANE 1 12 t CRACK REPAIR AND SLURRY SEAL - BID ALTERNATE 1 ss Panama Ln. C-221 MARKING PLAN AND DETAILS W NOTE.- THE OTE.THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES. CLA SS A LICENSE NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE AT 811, 48 HOURS PRIOR TO EXCAVATION. CITY PROJECT NO. P71<200 A.I.P. NO. 3-06-0323-020-2017 JULY 612017 BID SET PROJECT DESCRIPTION INDEX OF DRAWINGS BASE BID - NW TAXILANE (SECTION B) & NE TAXILANE 1 PAGE NO. SHEET NO. SHEET TITLE • ASPHALT CONCRETE PAVEMENT REMOVAL 0) • ,- • SUBGRADE EXCAVATiuN — PREPARATION, ION, & COMPACTION 1 G_nn1 r_,n\/FR SHFFT • PLACEMENT & COMPACTION OF NEW AGGREGATE BASE MATERIAL 2 G-002 LEGEND AND ABBREVIATIONS • CONSTRUCTION OF NEW CONCRETE VALLEY GUTTER 3 G-021 PROJECT LAYOUT & SURVEY CONTROL PLAN • CONSTRUCTION OF NEW HOT MIX ASPHALT PAVEMENT 4 G-081 CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID PHASE 1 • APPLICATION OF NEW PAVEMENT MARKINGS 5 kG-0002 CONSTRUCTION SAFETY AND P! rA"SING PLAN - BASc BID PI-IASE 2 6 G-083 CONSTRUCTION SAFETY AND PHASING PLAN - BID ALT 1 PHASE 3 BID ALTERNATE 1 - NE TAXILANE 1 AND 2 7 B-051 PLAN & LOG OF SOIL BORINGS • SURFACE PREPARATION 8 C-021 EROSION CONTROL PLAN & DETAILS • CRACK SEALING 9 C-051 DEMOLITION PLAN • APPLICATION OF SLURRY SEAL 10 G-201 PLAN AND PROFILE - NW TAXILANE (SECTION B) J 11 C-202 PLAN AND PROFILE - NE TAXILANE 1 12 C-211 CRACK REPAIR AND SLURRY SEAL - BID ALTERNATE 1 13 C-221 MARKING PLAN AND DETAILS W 14 C-301 TYPICAL SECTIONS AND DETAILS Z O 15 C-302 DRAINAGE DETAILS FAA STANDARDS AC: 150/5370 - 10G STANDARDS FOR SPECIFYING CONSTRUCTION OF AIRPORTS - 2014 CITY STANDARDS Ra wFR.cF/ELn ci /Rnni/_SION AND ENGINEERING DESIGN MANUAL - 2005 STATE STANDARDS 2015 LOCATION MAP 1s8 VISALIA 99 BAKERSFIELD its TAFT 166 58 14 166 BAKERSFIEL MUNICIPAL MOJAVE 33 AIRPORT GORMAN . 5a 14 138 5 LANCASTER L0S Ange/ 126 � Coup ty NEWHALL APPF?aVEV Y- I -71 IrIl 1,77 Il NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12/31/18 DATE II PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ZZ --�-AZ� /�oZ�1� CI IL ENGINEER IV, DESIGN ENMEER- DATE PUBLIC WORKS OPERATIONS MANAGER/AIRPORT MANAGER DATE ,,,"Mead u n Mead and Hunt, Inc. 1360 19th Hole Drive, Suite 200 Windsor, CA 95492 phone: 707-526-5010 meadhurrt.com SCOTT M• y w VAN GOMPEL °C No.77390 * Exp. ( --R CIVIL \F OF CA These documents shall not be used for any purpose or project for which it is not intended. Mead 8 Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. REVISION Alp NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 6, 2017 DESIGNED BY: DPS DRAWN BY:RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 10.9-126 1 of 15 G-001 I -- C) co 0) C) J W Z 0 — W O —' W LL V) W > O� < LL < ��a y�ppp��' V W Z a. W O (m co J 5 -1O O C/) W Z _ Z O U) W O U O Z L11 0c <O in N REVISION Alp NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 6, 2017 DESIGNED BY: DPS DRAWN BY:RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 10.9-126 1 of 15 G-001 W W W J Q W z W O O z Q 0 0 U_ U W r O '6 CL LO O 00 � N O O r— O ti M p O Xi AB AGGREGATE BASE AC ASPHALT CONCRETE ALT ALTERNATE AOA AIR OPERATIONS AREA APCH APPROACH APPROX APPROXIMATE ASB AGGREGATE SUBBASE ASOS AUTOMATED SURFACE OBSERVING SYSTEM AR ACCESS ROAD ATCT AIR TRAFFIC CONTROL TOWER ATO AIR TRAFFIC ORGANIZATION AWG AMERICAN WIRE GAUGE BC BEGINNING OF CURVE BIT BITUMINOUS BLDG BUILDING BM BENCHMARK BOT BOTTOM BVC BEGINNING OF VERTICAL CURVE C -C CENTER TO CENTER CASPR CRUSHED AGGREGATE SLOPE PROTECTION ROCK CB CATCH BASIN CIPCP CAST -IN-PLACE CONCRETE PIPE CJ CONSTRUCTION JOINT CFS CUBIC FEET PER SECOND CL CENTERLINE CLF CHAIN-LINK FENCE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONT CONTINUOUS CRGO CARGO CP CONTROL POINT CTB CEMENT -TREATED BASE DB DIRECT BURIAL DEG DEGREE DG DECOMPOSED GRANITE DI DROP INLET DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DP DEPTH (E) EXISTING E ELECTRICAL LINE EC END OF CURVE EG EXISTING GRADE ELEV ELEVATION EOP EDGE OF PAVEMENT EVC END OF VERTICAL CURVE FAA FEDERAL AVIATION ADMINISTRATION FBO FIXED BASE OPERATOR FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FPS FEET PER SECOND FT FEET G NATURAL GAS LINE GAL GALLON GALV GALVANIZED GB GRADE BREAK GND GROUND GPM GALLONS PER MINUTE GS GROUND SHOT H HEIGHT HDPE HIGH DENSITY POLYETHYLENE HIRL HIGH INTENSITY RUNWAY LIGHT HITHL HIGH INTENSITY THRESHOLD LIGHT HORIZ HORIZONTAL HMA HOT MIX ASPHALT HP HIGH POINT HW HEADWALL HWL HIGH WATER LEVEL HWY HIGHWAY LEGEND Mead SYMBOLS LINES IE INVERT ELEVATION TOP TOP OF BANK IN INCHES TDZ TOUCHDOWN ZONE BENCHMARK ®• • ®• ® GRADING LIMIT IP IN -PAVEMENT TWY TAXIWAY 0 CONTROL POINT G GAS Mead and Hunt, Inc. L LENGTH TOFA TAXIWAY OBJECT FREE AREA O BOLLARD OHP ELECTRIC, EXISTING OVERHEAD 1360 19th Hole Drive, Suite 200LBS POUNDS TSA TAXIWAY SAFETY AREA LF LINEAL FEET TYP TYPICAL co CLEANOUT, SANITARY OR STORM OHE ELECTRIC, OVERHEAD Windsor, CA 95492 phone: 707-526-5010 LOC LOCALIZER UD UNDERDRAIN E ELECTRIC MANHOLE E ELECTRIC, UNDERGROUND meadh t.com LWL LOW WATER LEVEL OFA OBJECT FREE AREA • ELECTRIC METER — — — — up ABANDONED ELECTRIC, UNDERGROUND HELECTRIC PEDESTAL BOX X...x ( EXISTING CONTOUR LINES MH MANHOLE UG UNDERGROUND — — �� ) — xxx .xx MAX MAXIMUM UON UNLESS OTHERWISE NOTED TRANSELECTRIC TRANSFORMER BOXY �(_ PROPOSED CONTOUR LINES ` MID MIDPOINT V VELOCITY MIN MINIMUM VC VERTICAL CURVE ELECTRIC SERVICE PANEL x FENCE, CHAIN-LINK MALS MEDIUM APPROACH LIGHTING SYSTEM VERT VERTICAL a ELECTRIC HANDHOLE (PULLBOX) FOC FIBER OPTIC CABLE, PROPOSED MIRL MEDIUM INTENSITY RUNWAY LIGHT VG VALLEY GUTTER Fo FIBER OPTIC MANHOLE FM FORCE MAIN a CIL MITL MEDIUM INTENSITY TAXIWAY LIGHT VIF VERIFY IN FIELD FIRE HYDRANT F FUEL LINE MPH MILES PER HOUR VAST VISUAL APPROACH SLOPE INDICATOR IP IRON PIN GB GRADE BREAK These documents shall not be used for any purpose or project for which it is not NEW W WATER LINE LIGHT BOLLARD HAUL or TRAFFIC ROUTE intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, NIC NOT IN CONTRACT W/ WITH damages, liabilities, losses, and expenses, FLOODLIGHT POLE — — PROPERTY LINE including attorneys' fees and costs, arising out of NO. OR # NUMBER W/O WITHOUT such misuse or reuse of the documents. In addition, unauthorized reproduction of these NOTAM NOTICE TO AIRMAN WSE WATER SURFACE ELEVATION LIGHT POLE (SINGLE) SS SANITARY SEWER documents, in part or as a whole, is prohibited. NTS NOT TO SCALE WSP WELDED STEEL PIPE LIGHT POLE (DOUBLE) — — — SD\\AI/ — — — ABANDONED STORM OFF OFFSET WV WATER VALVE c MARKER, CABLE SD STORM DRAIN/ CULVERT O/S OFFSET WWM WELDED WIRE MESH D MARKER, DUCT > SWALE OC ON CENTER O MONITORING WELL, EXISTING OHT TELEPHONE, OVERHEAD OH OVERHEAD OWS OIL WATER SEPARATOR MONITORING WELL, PROPOSED — — — — UT ABANDONED TELEPHONE, UNDERGROUND PB PULL BOX Pz PIEZOMETER T TELEPHONE, UNDERGROUND PC POINT OF CURVATURE TV SANITARY SEPTIC TANK VALVE TV TV CABLE PCC PORTLAND CEMENT CONCRETE LS SANITARY SEWER LIFT STATION UD UNDERDRAIN PCF POUNDS PER CUBIC FOOT 0SANITARY SEWER MANHOLE W WATER PERF PERFORATED SV M SANITARY SEWER VALVE I l J l J l I l I l; J l l l REMOVE PI POINT OF INTERSECTION POB POINT OF BEGINNING SANITARY SEWER WET WELL MARKING REMOVAL, BLACKOUT 10 ♦♦� ® o POC POINT OF CURVE O SOIL BORING MARKING REMOVAL, 100% POE POINT OF ENDING cB CATCH BASIN, ROUND OFA OBJECT FREE AREA W W O —� PSI POUNDS PER SQUARE INCH CB CATCH BASIN, SQUARE OFZ OBSTACLE FREE ZONEL2a- W PSF POUNDS PER SQUARE FOOT W�_ L1. FLARED END SECTION ROFA RUNWAY OBJECT FREE AREA PT POINT OF TANGENCY 9 > < W PVC POINT OF VERTICAL CURVE D STORM DRAIN MANHOLE RPZ RUNWAY PROTECTION ZONE Q J W < �e W PVC POLYVINYL CHLORIDE STORM WATER QUALITY MANHOLE RSA RUNWAY SAFETY AREA WCL Q PVI POINT OF VERTICAL INTERSECTION 0 TELECOMMUNICATIONS MANHOLE RWA RESTRICTED WORK AREA UJ 0 U m PVT POINT OF VERTICAL TANGENCY T TELECOMMUNICATIONS PEDESTAL BOX SIDA SECURITY IDENTIFICATION DISPLAY AREA ~ z W < D> Q RATE OF FLOW 13 CTV PEDESTAL BOX TOFA TAXIWAY OBJECT FREE AREA J QTY QUANTITY TRAFFIC FLOW DIRECTION TSA TAXIWAY SAFETY AREA ® z R RADIUS O AI,LW R&R REMOVE AND REPLACE UTILITY CROSSING / CONFLICT or CAUTION XXXXXXXXXXXXXXX LOW PROFILE BARRICADES �" U) LL RC RELATIVE COMPACTION i=R UNDERDRAIN FLUSHER RISER FIBER ROLL = (n ' REL RELOCATE EXISTING >= O \�° UNDERDRAIN MANHOLE W � RCP REINFORCED CONCRETE PIPE �e O e VALVE MANHOLE 0 W O REQ REQUIRED WAVm N ROW RIGHT OF WAY WATER AIR RELIEF VALVE WBV WATER BLOW OFF VALVEREVISION RGL RUNWAY GUARD LIGHT PATTERNS RSA RUNWAY- SAFETY AREA O WATER MANHOLE RWA RESTRICTED WORK AREA M WATER METER A A A A A A d A A A A is AGGREGATE BASE COURSE (SECTION RAIL RUNWAY ALIGNMENT INDICATOR LIGHT wu WATER PRESSURE VALVE ' ° ®° a °"�' ° VIEW) REIL RUNWAY END IDENTIFIER LIGHT HOT MIX ASPHALT (PLAN AND SECTION RWAPP RUNWAY APPROACH LIGHT WATER REDUCER VIEW) WV WATER VALVE RWY RUNWAY r ii✓ i//%i/ %/ i// ///// > / r //i%t i SLURRY SEAL (PLAN VIEW) SO S SANITARY LINE, SALVAGED WATER SHUT OFF 4 SF SQUARE FOOT ® WATER TANK .4. ¢' CONCRETE (PLAN AND SECTION VIEW) SG STRAIGHT GRADE 0 WATER SURFACE SUBGRADE PREPARATION, 90% R.C. SH SHOULDER (SECTION VIEW) x SlDA SECURITY IDENTIFICATION DISPLAY AREA --A SECTION REFERENCE .pla _._.. � _ (SECTION VIEW) SUBGRADE PREPARATION, 95% R.C. SMGS SURFACE MOVEMENT GUIDANCE AND CONTROL x ELEVATION REFERENCE AlP No.: 3-06-0323-020-2017 SYSTEM ASPHALT REMOVAL PATTERN (PLAN VIEW) M&H NO.: 02316-00-140955.01 SS STAINLESS STEEL -SEET SHEET AND DETAIL REFERENCE DATE: JULY 6, 2017 SD STORM DRAIN AC PAVEMENT JOIN DESIGNED BY: DPS STA STATION 734.97 EG EXISTING SPOT ELEVATION DRAWN BY: RGV CHECKED BY: SUV STD STANDARD X 738.76 FINISHED / PROPOSED SPOT ELEVATION DO NOT SCALE DRAWINGS STL STEEL 3,1 SHEET CONTENTS T TELEPHONE LINE ® 2% FINISHED / PROPOSED SLOPE LEGEND AND TC TOP OF CURB ABBREVIATIONS DRAINAGE FLOW DIRECTION TG TOP OF GRATE ® INLET PROTECTION T/L TAXILANE TOE TOE OF BANK 2 of 15 10.9-126 I R. 10.9-126 u.i Q O z Z) "'° (E) ACCESS GATE PRIMARY CONTRACTOR HAUL ROUTE , — AIRPORT OFFICE ACCESS ROAD GENERAL PHASING LIMITATIONS - THE FOLLOWING PHASING RESTRICTIONS APPLY TO ALL PHASES: O a HANGAR ACCESS CLOSED DURING CONSTRUCTION BASE BID - PHASE 1 NW TAXILANE (SECTION B) o.� �v �O 9 �o 144' • COORDINATION WITH AFFECTED AIRCRAFT HANGAR OWNERS WILL BE COMPLETED BY THE CITY. AFFECTED AIRCRAFT HANGAR OWNERS WILL BE RELOCATED PRIOR TO THE START OF CONSTRUCTION FOR EACH PHASE. • CONTRACTOR ACCESS TO THE AOA AND STAGING AREA SHALL BE FROM THE AUTOMATIC GATE NORTHWEST OF THE WORK AREA FOR ALL PHASES AS SHOWN ON DRAWING G-081. • LOW -PROFILE BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS FOR EACH PHASE TO CLOSE OFF WORK AREAS TO TRAFFIC. • A NOTAM WILL BE ISSUED BY THE CITY FOR EACH PHASE OF CONSTRUCTION TO ADVISE AIRPORT USERS OF THE RESTRICTED WORK AREAS. THE NOTAM WILL REMAIN ACTIVE FOR THE DURATION OF EACH PHASE. • PRIOR TO REOPENING PAVEMENTS TO TRAFFIC, THE WORK AREA MUST BE SWEPT CLEAN, SAFETY COMPLIANT, AND SATISFACTORILY INSPECTED BY AIRPORT STAFF. BASE BID - PHASE 1 - NORTHWEST TAXILANE (SECTION B) • SCOPE OF WORK - PLACE BARRICADES AND SIGNAGE AS NECESSARY, MARK THE LIMITS OF THE PAVEMENT RECONSTRUCTION, PERFORM PAVEMENT PULVERIZATION AND STOCKPILING WORK, PERFORM EARTHWORK AND COMPACTION WORK TO IMPROVE SUBGRADE, IMPORT AND CONSTRUCT AGGREGATE BASE COURSE, CONSTRUCT CONCRETE VALLEY GUTTER AND APRON AROUND EXISTING CATCH BASIN, SAWCUT AND REMOVE 12 -INCH WIDE PAVEMENT JOIN ASPHALT, PROVIDE FINAL GRADING AND COMPACTION OF AGGREGATE BASE COURSE, APPLY PRIME COAT ON AGGREGATE BASE COURSE AND TACK COAT ON VERTICAL EDGES, CONSTRUCT HOT MIX ASPHALT PAVEMENT, APPLY JOINT SEALANT AROUND VALLEY GUTTER, APPLY FINAL PAVEMENT MARKINGS, AND CLEANUP WORK AREA. • AREAS CLOSED TO AIRCRAFT OPERATIONS: NORTHWEST TAXILANE (SECTION B) AS SHOWN ON DRAWING G-081. • DURATION OF CLOSURE FOR PHASE 1 WORK IS A MAXIMUM OF 15 WORKING DAYS. FRO RIC Me - fwc me OMNIDIRECTIONAL SOLAR POWERED RED FLASHING LIGHTS NE TAXILANE 1 9 �O T 9 0 50 100 Scale: 1:50 0� LEGEND LOW -PROFILE BARRICADES �o 9 � � CONTRACTOR HAUL ROUTE TOI X09 TOFA TOFA -------- '-- TOFA ----�— 9 CONTRACTOR STAGING AREA FNG F= Ao 131' ,A- 0 IA- O T 119. CONSTRUCTION BARRICADE NOTES: TAXIWAY F TOFA OFA 18" MAX. 1. THE CONTRACTOR SHALL PROVIDE FORTY-ONE (41) LOW -PROFILE BARRICADES WITH TWO (2) LED OMNIDIRECTIONAL SOLAR POWERED RED FLASHING LIGHTS PER BARRICADE FOR USE DURING THE PROJECT. THE CONTRACTOR SHALL PROVIDE PORTABLE TRAFFIC DELINEATORS AS �— NEEDED TO MARK HAUL ROUTES AND MISCELLANEOUS HAZARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING LOW -PROFILE BARRICADES, DELINEATORS, AND FLASHING LIGHTS FOR EACH PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN ALL $ LOW -PROFILE BARRICADES, DELINEATORS, AND FLASHING LIGHTS IN GOOD WORKING ORDER FOR THE DURATION OF THE PROJECT. 3. LOW -PROFILE BARRICADES SHALL BE FILLED WITH WATER. MIN. 6" ORANGE /WHITE 4. MAXIMUM SPACING BETWEEN LOW -PROFILE BARRICADES IS FOUR (4) REFLECTIVE STRIPES FEET FROM END TO END. Mead and Hunt, Inc. 1360 19th Hole Drive, Suite 200 Windsor, CA 95492 phone: 707-526-5010 meadhunt.com ESS/ T l r6r I �V SCOTT M. 2 VAN GOMPEL *, No. 7 C 35901 7k' Exp. ._.._.____.. CIVI"L T OF \��Q. F CAO These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: DPS DRAWN BY:RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID PHASE 1 10.9-126 IN- C co 0 < LLJ w 2 • CL _jU W U) > 0� < LL U)W _j ' . LLJi'_ W z a- �e < 0z t — z•r LOL r 0 LLJ z • 0 z 0� It • REVISION AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: DPS DRAWN BY:RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID PHASE 1 10.9-126 D w w Q) Q ry w z w 2 CL rn 7t 0 N r f� r O N I� 10.9-126 uj w w r w z w 0 10.9-126 r) z w 0 C13 -j 0 (1) U- 0 (9 0 -j 06 z CL U-) 9 m U) 0 z ry r 0 W C) Ui LO m LO 0 C) 0 (0 C:) CjO cq 10.9-126 7A FA a T o T a a T o co co ,o T o o T 0 9 E a x U z u. TAXILANE 3 �I I U .......................... .. 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M I FrrFnin 2 FOOT CONTAINMENT AREA INLET PROTECTION NO SCALE 19 1,01 1614ra s -•i 3" Iffaamfuem NO SCALE LIFT STRAPS FILTER SACK DUMPING STRAPS CATCH BAS I N INSTALL 3/4"x 3/4"x 24" SURVEY STAKES THROUGH CENTER OF ROLL AT 4' O.C. SECTIONFILTER FABRIC i 3" TO 6" CRUSHED AGGREGATE 20' MIN RADIUS Mead and Hunt, Inc. 1360 19th Hole Drive, Suite 200 Windsor, CA 95492 phone: 707-526-5010 meadhuht.com ROFE SCOTT M. c QC VAN GOMPEL m . *, N0.77390 k r% Exp,-. Oi9 A CIVIL �Q- �� O CA10�- These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attomeys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: JAN DRAWN BY: JJ M L R CHECKED BY: AC DO NOT SCALE DRAWINGS SHEET CONTENTS EROSION CONTROL PLAN & DETAILS 8 of 15 10.9-126 • co co • 0 0 1 W • LJJ .n l • - W U) W > W < LL 1' W W a -Z UJ 0 •� Z ui LL • —J t 0 F- W 0 • 0 • C) Z cl� <• M 04 REVISION AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: JAN DRAWN BY: JJ M L R CHECKED BY: AC DO NOT SCALE DRAWINGS SHEET CONTENTS EROSION CONTROL PLAN & DETAILS 8 of 15 10.9-126 5 CL 0 N r ti r O N 10.9-126 5 04 0.9-126 I 10.9-126 I r1w IN 5 n T N N AT i T N I� 10.9-126 r 0 C6 H w 0 0 z z g c� z Y Q 10.9-126 W 0) Q d W J LL 0 Iz IL 0 Z Q Z g IZ (E) AC (E) BASE 1' MIN. 1 20.0' 1 20.0' 5' VARIES —.----- VARIES . .�•, w -S : ;'......< .:a. _ . a ... �.:v N . . `4x 'S .. - .. w s .�;' . 'S £' -k �' `F.�s- x' c. �s �fdy�;., r.,.d,7.,.•w,x s •€.i'��" �: �n�r" ,x*;t > X3'2• , r ... r�„.e. , ,a , � ��,..'� �T ..«- a,. . y"��'_T''."%s.�:t', si�.:a✓'e„f ,F.,..� <.�£"ih �•'`a, z.,. a. ..,... .k-��z �,e r.> q. .t, >.�s x 'r'�.:,Yd,, ,:�� :k :s� •,5x, ,<=r `'i'f ',�”-a" ! krxy, a.. ��'•d u- .,'z °z�'"x '.z. r.w,y �.ea"�t��` � �� * •,sax � r�.' ��' �.r �t I p gy ¢^ IV V1, ° fp7 V V s IV V V V V V 7 V V 7 V 7 7 IV 7 7 1�7 71VV 7 7 7 �7 V Ila 1' MIN. PAVEMENT JOIN -SEE C � C-301 CONCRETE VALLEY GUTTER J rC _� -SEE G o2 8`C-B3oz 8` C-302 8` rD C-302 i NOTES: 1. SUBGRADE PREPARATION WORK FOR ZONES 2 AND 3 MAY BE OMITTED IF DENSITY TESTING PER REQUIREMENTS SPECIFIED IN P-152 REVEAL IN SITU DENSITIES AT THE DEPTHS SHOWN ABOVE. SUBGRADE PREPARATION WORK FOR ZONE 1 SHALL BE REQUIRED AT A MINIMUM. 2. SEE SHEET B-051 FOR A LOG OF SOIL BORINGS AND (E) PAVEMENT THICKNESS. NW TAXILANE (SECTION B) TYPICAL SECTION NO SCALE iq 1 Me (E) AC VARIES —... .. • ,, ?.ri'€.� , ,,. i��x�., }�t""�,,-� ''k �, {d �Fj ^�w �''r,� �.F%£`�Z�'�' €h �*��i`3�� 4p'w`.�,+.k�k �,yx,'r; z.'."'; - -€.1:'s>•�;< +� s,�. �,�^ c^<�j c'^�....:��"�'�� 5%'�,€r��#" �'` , ^�`: y,yt„;-:v'€ �.<n` +.�3"�c7a u Ei# _..111- 11 (E) BASE ```, .. �'°'` �,,///°�, o°�f/'�'/`//�'`,/�/'/�,��°��` .............. NE TAXILANE -1 TYPICAL SECT1011, NO SCALE NTOik - 3" HOT MIX ASPHALT SURFACE COURSE (P-403) 8" AGGREGATE BASE COURSE (P-208) BITUMINOUS PRIME COAT (P-602) 7" SUBGRADE PREPARATION (ZONE 1) (P-152) (95% R.C.) 11" SUBGRADE PREPARATION (ZONE 2) (P-152) (90% R.C.) 15" SUBGRADE PREPARATION (ZONE 3) (P-152) (85% R.C.) PAVEMENT JOIN rc_**'� -SEE C -soy 3" HOT MIX ASPHALT SURFACE COURSE (P-403) 8" AGGREGATE BASE COURSE (P-208) BITUMINOUS PRIME COAT (P-602) 7" SUBGRADE PREPARATION (ZONE 1) (P-152) (95% R.C.) 11" SUBGRADE PREPARATION (ZONE 2) (P-152) (90% R.C.) 15" SUBGRADE PREPARATION (ZONE 3) (P-152) (85% R.C.) 12" WIDE PAVEMENT JOIN ASPHALT SHALL REMAIN IN PLACE UNTIL FINAL COMPACTION OF NEW BASE SAW CUT & APPLY TACK REMOVE COAT TO VERTICAL FACE (E) AC & AB E, —(E) -AC 11f:W AV (E) BASE RECOMPACT (E) AGGREGATE BASE AS NEEDED BITUMINOUS PRIME COAT PAVEMENT JOIN NO SCALE EXISTING OPENING V& - 1" 1/411 UNDERFILL TYP. CRACK SEALANT, PER SPECIFICATIONS COMPRESSIBLE ' .. ..:::::::::::::::::: :::: ..:::....::::: BACKER MATERIAL ..::::::::::::::::::. ..::::::::.:::....::::: (IF NEEDED) (E) HMA :.:..::.: PAVEMENT :.:.:.:.:.:.::::.:.:.:.:.;.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:. 7VVVVV V V V V V V V V V V VVVVVVVVVVVVVVVV 7V V '(E) AGGREGATE BASE ,7 V v v v v v v v v Q v v v v v v v 7 V V V V V V V V V V V V V V 9: 40 110 NO NOTES: 1. CLEAN CRACK AND REMOVE LOOSE, NON-COMPRESSIBLE MATERIAL. 2. KT RA SQUEEGEE TOP F Q o o CRACK O REMOVE EXCESS JOINT SEALANT ON THE SURFACE. 3. CRACK SEALANT SHALL BE COMPATIBLE WITH ASPHALT SLURRY SEAL MATERIAL. 4. CONTRACTOR WILL BE REQUIRED TO TOP OFF ANY SEALANT THAT SETTLED IN CRACKS TO COMPLY WITH THE UNDERFILL REQUIREMENTS. NO EXTRA PAYMENT WILL BE MADE FOR THIS RESEALING AS DESCRIBED HEREIN. 5. SEE SPECIFICATION ITEM P-101 FOR ADDITIONAL REQUIREMENTS. NO SCALE FOR USE IN BID ALTERNATE 1 M INC% d d alunt Mead and Hunt, Inc. 1360 19th Hole Drive, Suite 200 Windsor, CA 95492 phone: 707-526-5010 meadhot.com OQ�OFES / SCOTT M. VAN GOMPEL m N0.77390 CIVIL T F CAO These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attomeys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: DPS DRAWN BY:R+GV S CHECKED BY: VG DO NOT SCALE DRAWINGS SHEET CONTENTS TYPICAL SECTIONS AND DETAILS 10.9-126 14 of 15 t "%11111111130 1 kwo .• W W 0 LL U) > i U_ 0� < W W W < •'' cn n LL t .' , 0•: l 0 .: REVISION AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 67 2017 DESIGNED BY: DPS DRAWN BY:R+GV S CHECKED BY: VG DO NOT SCALE DRAWINGS SHEET CONTENTS TYPICAL SECTIONS AND DETAILS 10.9-126 14 of 15 t "%11111111130 1 kwo VALLEY GUTTER FLOWLINE END TRANSITION W _J U_ 0 r) Z Z n 5 SEAL EDGE rD 2.5' 2.5' EACH SIDE -SEE C -3o2 FG lit HOT MIX ASPHALT PAVEMENT (P-403) ............ 7 71. q17 V "t? V V V V 17 7 11 V V V V V V 7 V IV V W IZ7 V 1U V W V111 V V V V V IV V 19 V 'V i 61' THICK PCC, P-610 AGGREGATE BASE COURSE (P-208) 6" X 6" #10 WIRE MESH NOTE: TOOLED CONTROL JOINTS SHALL BE PLACED AT 10'-0" O.C. MAX. CONCRETE VALLEY GUTTER NO SCALE W IN ON 4 R' - ---------- 4 1.5' MIN I I 1.5'MIN PLAN VIEW NO SCALE BEVEL JOINT SEALANT CORNER ALL AROUND -SEE C -302)I 311 1.5' I3/411 ME 6 f4 A #4 REBAR --I CONTROL JOINT 11 V (E) CATCH BASIN SECTION VIEW NOTE: 1. (E) CATCH BASIN IS LOCATED WITHIN THE NW TAXILANE WORK AREA. 311 SEAL EDGES ALL AROUND -SEE C-ao2 LEVEL ACROSS BEGINNING BEGINNING THIS SIDE OF CATCH BASIN APRON TO CONFORM TO I - 0 ��110 VALLEY GUTTER _40 0 flak" Kr4_11 R' 4 R' !3", �g' gg' g'�0\ CONCRETE APRON AROUND (E) CATCH BASIN SEAL EDGES rD N� ALL AROUND -SEE�C-302 END 311 C VALLEY GUTTER TRANSITIONS F_ NO SCALE EXPANSION JOINT 3/411 + ill 1/4" CHAMFER 4ZAIA/ (*HT JOINT 1/811 MAX. SILICONE SEALANT 444 Mt:dd alul it Mead and Hunt, Inc. 1360 19th Hole Drive, Suite 200 Windsor, CA 95492 phone: 707-526-501 0 mead hidnt.com , 0 > 4'OPCC VALLEY GUTTER OR "R Z APRON N y! 1 NA 1" BACKER ROD '+ /PRE-MOLDED JOINT FILLER 1. SAWCUT ASPHALT AND/OR EXPANSION MATERIAL ADJACENT TO JOINT TO WIDTH AND DEPTH SHOWN. 2. REMOVE FROM THE JOINT FACES ALL LAITANCE OR SUBSTANCES THAT WOULD ADVERSELY AFFECT SEALANT ADHESION. 3. SEE SPECIFICATION ITEM P-605 FOR ADDITIONAL REQUIREMENTS. EDGE/JOINT SEAL NO SCALE 6% VAN GOMPE'L Fro, NO -77390 Exp..,`��'" 5 -- � �! 'tel COiT CP� CIVIL IT OP CAk_ These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. t*, -- C:) Cy') cle) C) 0 0 _J W LL < U) W _J LLJ CL Z Uj > < 0 Z _J 0 W — U) W U) C:) C:) < C) co " • AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 61 2017 DESIGNED BY: DPS DRAWN BY: RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS DRAINAGE DETAILS 15 of 15 • AIP NO.: 3-06-0323-020-2017 M&H NO.: 02316-00-140955.01 DATE: JULY 61 2017 DESIGNED BY: DPS DRAWN BY: RGV CHECKED BY: SVG DO NOT SCALE DRAWINGS SHEET CONTENTS DRAINAGE DETAILS 15 of 15