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10.9-123 Record Drawing
H U1 _ J W z W NOTE.• THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES CLASS A NOTE.- THE DTE:THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCAVATION. I FINAL PAY QUANTITIES I TEM VICINITY MAP se I TEM AMOUNT 99 I TEM AMOUNT UNITS I TEM AMOUNT "O Q 20{ AMOUNT UNITS I TEM Bumdage Ln. ss UNITS damages, liabilities, losses, and axpenses, including attomeys' fees and co ts, arising out of such misuse or reuse of the do uments. In addition, unauthorized reproduclon of these documents , in part or as a whot, is prohibited. Ming Ave. U � °o y 3 w a. W UU _ U O� O W is Dr V East[Planz R . d e BAKERSFIELD East I White Ave. 3 o MUNICIPAL J T� i AIRPORT w� Z rA" w LL U) 99 Panama Ln. p In 1 2 0 LLLL U Scale in Miles NOTE.• THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES CLASS A NOTE.- THE DTE:THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCAVATION. I FINAL PAY QUANTITIES I TEM AMOUNT UNI TS I TEM AMOUNT UNI TS I TEM AMOUNT UNITS I TEM AMOUNT UNITS I TEM AMOUNT UNITS I TEM AMOUNT UNITS CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT BAKERSFIELD MUNICIPA AIR ORT SOUTHW ST HANGAR ACC SS ROA CITY PROJECT NO. P3KO12 A.I.P. PROJECT NO. 3-06-0323-16 MAY 2013 PROJECT DESCRIPTION • CONSTRUCT ACCESS ROAD • APPLY PAVEMENT MARKINGS AND SIGNS CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL 2005 STATE STANDARDS 2006 oa-!a3 LOCATION MAP ,sa VISALIA 0 30 60 Scale in Miles BAKERSRIELD TAFT ! NJ MUNICIPAL MOJAVE 33 AIRPORT GORMAN. 14 5s ,38 e LANCASTER ,26 `� An 9e� County ,4 NEWNt4LL APPROVEV BY: // �- ---Com; /-) RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR PUBLIC WORK OPERATIONS MANAGER DATE DATE' 4• �'t3 DATE Me d &lu Mead &Hunt Inc. 133 Aviation Bo levard, Suite 10 Santa Rosa, C 95403 phone: 707-52 -5010 meadhunt. m No. 672 Exp. 9/3014 �r CIVIL �rF©F �Q C A1.� o These documents shallnot be ed for any purpose or project for whic it is not intended. Mead & Hunt shall be indemnified by the client and held harmless fro i all claims, damages, liabilities, losses, and axpenses, including attomeys' fees and co ts, arising out of such misuse or reuse of the do uments. In addition, unauthorized reproduclon of these documents , in part or as a whot, is prohibited. AIP NO : 3-06-0323- . 6 M&H NO.: 02316-00-1 1615 DATE: MAY 2,T 01 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE DRAWIS SHEET CONTENTS COVER SHEET of 1 1 O0L' 1 >,-tq'li} o .j Q a. W UU _ U 3 J T� i w� Z rA" LL U) O U) W LLLL U W = CN 1— LU LL O W M Y co U) m REVISION AIP NO : 3-06-0323- . 6 M&H NO.: 02316-00-1 1615 DATE: MAY 2,T 01 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE DRAWIS SHEET CONTENTS COVER SHEET of 1 1 O0L' 1 >,-tq'li} is SHEET INDEX SHEET DRAWING NUMBER NUMBER 1 G-001 2 G-002 3 G-021 4 G-022 5 G-041 6 G-081 7 G-082 8 C-101 9 CA 02 10 C-301 11 C-651 12 C-901 DRAWING LEGEND EXISTING PROPOSED EXISTING PROPOSED ASPHALT CONCRETE PAVEMENT [�� GAS LINE SIGN REQUIRED N/A AGGREGATE BASE N/A o v o v v v o o v o 0 o v v RUNWAY EDGE LIGHT RADIUS POINT N/A PCC PAVEMENT GB N/A THRESHOLD LIGHT RESTRICTED WORK AREA N/A AGGREGATE BASE SHOULDER N/A + + + + + + PAPI RUNWAY N/A PAVEMENT JOIN N/A HORIZONTAL WATER - W N/A ELEVATION X100.00 X100.00 WATER VALVE 04 N/A BENCHMARK IE INVERT ELEVATION FIRE HYDRANT yYa N/A MONUMENT L B SANITARY SEWER SS N/A TOPOGRAPHIC CONTOUR �'-``�-o0fl-�` -'000----- CLEAN OUT O N/A PROPERTY - _ -` — — STORM DRAIN SD N/A FENCE x x CATCH BASIN STATION N/A GATE x x x x MANHOLE N/A N/A FLOW LINE FLOW MIRL MEDIUM INTENSITY RUNWAY LIGHTING BARRICADE N/A.�C�'�A.�\/� TELEPHONE T - N/A DELINEATOR N/A DIA or O ELECTRIC E N/A TG TOP OF GRATE (E) PULL BOX ® N/A TIL TAXILANE E SHEET TITLE COVER SHEET INDEX, LEGEND AND ABBREVIATIONS OVERALL PROJECT LAYOUT PLAN PROJECT LAYOUT PLAN SURVEY CONTROL PLAN CONSTRUCTION SAFETY AND PHASING PLAN CONSTRUCTION SAFETY AND PHASING NOTES GRADING PLAN GRADING PLAN TYPICAL SECTION AND PAVING DETAILS ACCESS ROAD MARKING PLAN CROSS SECTIONS R-) 7X. Mea &-,+Iu Mead &Hunt, c. 133 Aviation Boul varc Suite 100 Santa Rosa, CA 540: phone: 707-526 010 meadhunt.co C. No. 6725 Exp. 9/30/ \cIVIV, These documents shall not be u for any purpose or project for which i is not intended. Mead & Hunt shall be i emnified by the client and held harmless from II claims, damages, liabilities, losses, and a enses, including attorneys' fees and cost arising out of such misuse or reuse of the docu ents. In addition, unauthorized reproducti of these documents, in part or as a whole is prohibited. Q Q U Z D J W LL W Q m REVISION 0 N o LU O � w t'� Q CL m AIP NO.: 3-06-0323- M&H NO.: 02316-00-1E1615 DATE: MAY 2013 DESIGNED BY: BS DRAWN BY- PM CHECKED BY: BC SHEET CONTENTS INDEX, LEGENDAND ABBREVIATION 2 of 1 �iIiO ABBREVIATIONS AB AGGREGATE BASE G GAS LINE REQ REQUIRED AC ASPHALT CONCRETE GALV GALVANIZED RP RADIUS POINT ASB AGGREGATE SUB -BASE GB GRADE BREAK RWA RESTRICTED WORK AREA AWG AMERICAN WIRE GAUGE GS GROUND SHOT RWY RUNWAY BC BEGINNING OF CURVE HORIZ HORIZONTAL SD STORM DRAIN BLDG BUILDING HP HIGH POINT SDMH STORM DRAIN MANHOLE BM BENCHMARK IE INVERT ELEVATION SG STRAIGHT GRADE BVC BEGIN VERTICAL CURVE L LENGTH SH SHOULDER CL CENTERLINE LF LINEAL FEET SS SANITARY SEWER CLF CHAIN LINK FENCE MAX MAXIMUM SSMH SANITARY SEWER MANHOLE CB CATCH BASIN MID MID POINT STA STATION CMP CORRUGATED METAL PIPE MIN MINIMUM STD STANDARD DB DIRECT BURIAL MIRL MEDIUM INTENSITY RUNWAY LIGHTING T TELEPHONE LINE DI DROP INLET MITL MEDIUM INTENSITY TAXIWAY LIGHTING TC TOP OF CURB DIA or O DIAMETER (N) NEW TG TOP OF GRATE (E) EXISTING NIC NOT IN CONTRACT TIL TAXILANE E ELECTRICAL LINE OC ON CENTER TOE TOE OF BANK EC END OF CURVE PB PULLBOX TOP TOP OF BANK EG EXISTING GRADE (OR GROUND) PC POINT OF CURVATURE TSA TAXIWAY SAFETY AREA EL ELEVATION PCC PORTLAND CEMENT CONCRETE TWY TAXIWAY EP EDGE OF PAVEMENT PI POINT OF INTERSECTION TYP TYPICAL EVC END VERTICAL CURVE PIP PROTECT IN PLACE UD UNDERDRAIN FAA FEDERAL AVIATION ADMINISTRATION PRC POINT OF REVERSE CURVATURE USA UNDERGROUND SERVICE ALERT FBO FIXED BASE OPERATOR PT POINT OF TANGENCY VERT VERTICAL FF FINISH FLOOR PVC POLY -VINYL CHLORIDE VG VALLEY GUTTER FG FINISH GRADE PVI POINT OF VERTICAL INTERSECTION W WATER LINE FH FIRE HYDRANT R RADIUS W/ WITH FL FLOW LINE R&R REMOVE & REPLACE W/O WITHOUT FR FLUSHING RISER RC RELATIVE COMPACTION WV WATER VALVE F FUTURE RCP REINFORCED CONCRETE PIPE WWM WELDED WIRE MESH R-) 7X. Mea &-,+Iu Mead &Hunt, c. 133 Aviation Boul varc Suite 100 Santa Rosa, CA 540: phone: 707-526 010 meadhunt.co C. No. 6725 Exp. 9/30/ \cIVIV, These documents shall not be u for any purpose or project for which i is not intended. Mead & Hunt shall be i emnified by the client and held harmless from II claims, damages, liabilities, losses, and a enses, including attorneys' fees and cost arising out of such misuse or reuse of the docu ents. In addition, unauthorized reproducti of these documents, in part or as a whole is prohibited. Q Q U Z D J W LL W Q m REVISION 0 N o LU O � w t'� Q CL m AIP NO.: 3-06-0323- M&H NO.: 02316-00-1E1615 DATE: MAY 2013 DESIGNED BY: BS DRAWN BY- PM CHECKED BY: BC SHEET CONTENTS INDEX, LEGENDAND ABBREVIATION 2 of 1 �iIiO SOUTH UNION AVE. CONTRACTOR u I I t—'1 I _ , ,, RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA TAXIWAY OBJECT FREE AREA TAXILANE OBJECT FREE AREA 0 200 400 Scale: 1:200 Mead L41unt Mead & Ht nt, Inc. 133 Aviation I loulevard, Suite 00 Santa Rosa, A 95403 phone: 707- 26-5010 meadhu .com C . No. 6251 Exp. 9 0/14 \c 1 V `/ These documents shall used for any purpose or project fich it is not intended. Mead &Hunt se indemnfied by theclient and held harmom all claims, damagesliabilities, lossnd expenses, t including attomeys'feesosts, arising out of such misuse or reuse oocuments. In addition, unauthorized reuction of these documents, in part or ahole, is prohibited. ry O CL 0 ry Q O U) W - U Uv Z c� oz I< W= U.U) (/) W ry 3: W = O m U) REVISION Q W 0 J U N o w LL W M Y 0- m Alp No.: 3-06-03 3-16 MSH NO.: 02316-0 -121615 DATE: MAY X2+0 3 DESIGNEDBY. BS DRAWN BY: PM CHECKED BY: BC SHEET CONTENTS OVERALL PJECT LAYOUT PLA K� W �Qi Q N Z U) Q w A% F— w w J w Z w c� 0 0 r Z 0 Q U i U w o � L6 a V- o N 66 r In i O M O M r o o rn N X � N 101 D D oDD�D�D�DD. D DDDD �D }}rr��D;DDDDD DDDD> >.i D DfD>DDDDDDDDD>DDD ?D D D D D D D D DD > DD DD DDDD `C (E) GATE �-- (E) CONCRETE CURB AND GUTTERS, PROTECT IN PLACE FIRE HYDRANT SEE NOTE 3 10 CONTRACTOR ACCESS I CONTRACTOR STAGING AND EQUIPMENT STORAGE AREA (E) GATE RELOCATE ELECTRICAL PULLBOX (E) CONCRETE VALLEY — GUTTER, PROTECT IN PLACE, TYP. SAWCUT AND REMOVE (E) SHOULDER AS NEEDED, TYP. >DD D D D D JD COY AVE. �f (E) ASPHALT PAVEMENT, PROTECT IN PLACE, TYP. a� SOUTHWEST ACCESS ROAD CONSTRUCTION, SEE SHEET C-101 NOTES: 1. NO WORK IS ALLOWED WITHIN THE RUNWAY OBJECT FREE AREA (ROFA), TAXIWAY OBJECT FREE AREA (TOFA), OR THE TAXILANE OBJECT FREE AREA (TLOFA). SEE SHEET G-021 AND PROJECT SPECIFICATIONS, PART B FOR ADDITIONAL INFORMATION, LIMITATIONS ON CONSTRUCTION, AND ACCESS TO THE VARIOUS WORK AREAS. 2. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS ARE SHOWN ON THE PLANS. UNDERGROUND OBSTRUCTIONS NOT SHOWN MAY BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE ENGINEERS, AND THE CITY ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THE PLANS. 3. CONSTRUCTION WATER IS CONTRACTOR'S RESPONSIBILITY. CONTACT CITY OF BAKERSFIELD FOR INFORMATION REGARDING METERING, REQUIREMENTS AND FEES. PROJECT LAYOUT PLAN AS SHOWN SAWCUT AND REMOVE (E) SHOULDER AS D NEEDED, TYP. UD D D D D F� D D D DDDD>D„a > > D �D' '> > DSD > >'D>n•DW \\>D'>D>,>D JOIN (E) ASPHALT PAVEMENT, TYP. D a D D D W >>>>>>D>D>>DD>D �D D DSD D D D� DD DSD D D>D D J JD>D D>D DD> D"CJD > D D D 101 EM _"0 (E) FENCE Me(ad lunt -; Mead & Hu, Inc. 133 Aviation B ulevard, Suite 1 Santa Rosa, C 95403 phone: 707-5,1( 07-5 -5010 meadhunt. om * No. 67 1 ,* Exp. 9/3 /14 CIVI 9pFOF OR C A` m all claims, damages, liabilities, losses, a d expenses, These documents shall Trot used for any purpose or project for itis not intended. Mead & Hunt shall indemnified by the client and held harmless m all claims, damages, liabilities, losses, a d expenses, including attomeye fees and sts, arising out of such misuse or reuse of the ments. In addition, unauthorized rep lion of these documents , in part or as a w ole, is prohibited. MR �,. aP No.: 3-06-032 16 N� L.L 21615 O X2+01 DESIGNED BY: BS N� Q DRAWN BY. PM. 1� Q CHECKED BY: BC _ Q O DO NOT SCALE ORA ANGS SHEET CONTENTS .I U) PROJECT LAY UT U) W PLAN — Uv -Q U � z Q C) Z Q .J = W I— LL U) () W ry W = D Q O m U) REVISION MR �,. aP No.: 3-06-032 16 M&H NO.: 02316-00 21615 DATE: MAY X2+01 DESIGNED BY: BS DRAWN BY. PM. CHECKED BY: BC DO NOT SCALE ORA ANGS SHEET CONTENTS PROJECT LAY UT PLAN 0 50 100 Scale: 1:50 .9 - /a3 4 or G-0;2 H UJ UJ U) J w Z Lo r - J ce) Lf) > �rj ) N � N :L0 SURVEY MONUMENTS used for NORTHING EASTING ELEVATION DESCRIPTION 1 2306070.0164 6262462.0567 378.566 PKNAIL 2 2308017.8647 6264384.7809 377.600 PKNAIL 3 2304032.4590 6264724.6747 371.662 PKNAIL SOUTHWEST HANGAR ACCESS ROAD ALIGNMENT DEFINITION TABLE used for STATION NORTHING EASTING LENGTH COURSE RADIUS DELTA TANGENT TANGENT 0+00.000 2306069.912 6263799.316 addition, unauthorized reprod ction of these documents , in part or as a w e, is prohibited. 0+75.584 2305994.334 6263798.421 75.584 S 00040'44.6645"W CURVE PC 0+75.584 2305994.334 6263798.421 RP 2305995.342 6263713.427 PRC 1+03.564 2305966.912 6263793.531 27.980 S 10006'33.8986"W 85.000 18051'38.4681" 14.118 CURVE PC 1+03.564 2305966.912 6263793.531 RP 2305938.483 6263873.636 PRC 1+31.544 2305939.491 6263788.642 27.980 S 10006'33.8986"W 85.000 18051'38.4681" 14.118 TANGENT 1+31.544 2305939.491 6263788.642 13+50.00 2304721.121 6263774.201 1218.456 S 00°40'44.6645"W 0 200 400 Scale: 1:200 io.q- U -s Meiad a CO. lunt Mead & Hu , Inc. 133 Aviation B ulevard, Suite 1 Santa Rosa, C 95403 phone: 707-5 -5010 meadhunt. om oQvtpEESS Ok9 C �F * No. 67 1 Exp. 9/3 /14 sr CIVI �Q �rFOF C A1. �a ray These documents shall not used for any purpose or project for it is not intended. Mead & Hunt shall indemnified by the client and held harmless all claims, damages, liabilities, losses, a expenses, including attorneys' fees and sts, arising out of such misuse or reuse of the ments. In addition, unauthorized reprod ction of these documents , in part or as a w e, is prohibited. O CL Q O w J U)Q u) nw - U Uv Z 20 � z J � W= LL(f) w w= Q O m U) REVISION Q O LILU N o UJ O LL M Y CIL m AIP NO.: 3-06-0323 16 M&H NO.: 02316-00 21615 DATE: MAY 201 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC SHEET CONTENTS SURVEYi PLAN 5 of 2 G-0 1 i O 0 0 F - w w w Z w (9 a Q w MINA RVVA SA -- - TSA TSA (E) BARRICADES PROTECT IN PLACE IBM --- TSA RVVA TSA TSA 57.50 �® TYP. i 9 '.— 9 9 I 1 a I DAILY STAFF I CONTRACTOR STAGING A I PA7--f I AND EQUIPMENT STORAGE A , 1 0 I EQUIPMENT STORAGE � I I -------------J RELOCATE (E) FENCE AND GATE > D RVA°A PYV A-- -- O ..-_---- TSA - TSA ` D D DD pDD D .. J>jD?DDD>D � D DPD DD >DDPD >D>DD>D D D D D D D D D 4 D D D D D D D D D D D D D ,.�• P D D D> D D D D D D D D D '> D D D D D P\ �DD DPDDDD>DDDDC DP.^' �� C D D D D✓DSDDPDP >�D�J�D>D�9P D D D D D D D D D D D D D D D D D D D D D P D P D D D P D D D D D' DDD P D D DDD D P> D xSE \ � D ,�D D P D D •DDDDD DD>>DDDD>D\ iN S8,\ 7 GATE GATE CONTRACTOR ACCESS RNNA TSA TSA -__ -- TSA TSA 2411 SD 24,1 SD I I II INSTALL TEMPORARY DELINEATORS ON (E) ASPHALT PAVEMENT DURING CONSTRUCTION, TYP. ISEE B W -0 1i DD DD DD VP D DDDD i DD ADD PD�> DDD>,DD>DDD>>�>LDI <18" OMNIDIRECTIONAL SOLAR POWERED RED FLASHERS CONSTRUCTION BARRICADE NOTES: 1. THE CITY SHALL PROVIDE 25 LOW -PROFILE BARRICADES WITH TWO (2) LED OMNI -DIRECTIONAL SOLAR POWERED CONSTRUCTION FLASHERS, FOR -USE DURING THE PROJECT. THE CONTRACTOR SHALL PROVIDE AT LEAST 12 D OMNI DIRECTIONAL SOLAR POWERED CONSTRUCTION FLASHERS (0 SAFETY C01 TEL. 1-877-659-7245) AND BE RESPONSIBLE FOR PLACING AND MAINTAINING THE LOW -PROFILE BARRICADES THROUGHOUT CONSTRUCTION. BARRICADES SHALL BE FILLED WITH WATER AS NECESSARY. — MIN. 6" ORANGE 2. MAXIMUM SPACING BETWEEN LOW -PROFILE BARRICADES IS 5 FEET. REFLECTIVE STRIPES 3. BARRICADES AND FLASHERS TO BE RETURNED TO AIRPORT AT COMPLETION OF PROJECT IN FULL WORKING ORDER. A BARRICADE DETAIL NO SCALE R403 11/99 RVVA--- (E) BARRICADES---- __ PROTECT IN PLACE TSA – _--TSA--- 24" -- _–TSA 24" S,D I INSTALL TEMPORARY INLET PROTECTION, TYP. F -SEE C-301 D > �D✓ I � >P J J D > C D D> 3 DD D J > D D > G > D >' D' > D > D DSD > > D > P D > > D > D D P D D OMNIDIRECTIONAL SOLAR POWERED RED FLASHER. PHOTO SENSOR ACTIVATED )BE THROUGH HOLE IN DELINEATOR DETAIL NO SCALE R405 06/08 f Me ° TSA ~— _--- -- ___ - TSAI I U t \ 3o Mead & Hun , Inc. 133 Aviation Bc ilevard, Suite 10 Santa Rosa, C 95403 phone: 707-5 -5010 So meadhunt. om ^R 9 A Z; oQ�pFESS Nq 0 50 1 Scale: 1:50 BARRICADE DELINEATOR TEMPORARY INLET PROTECTION * ` No. 672 1 I DD DD D> sl9r CIV 1L FOF DD � C A1. D D D These documentsshall not b any purpose or project for wh intended. Mead & Hunt shall ised for it is not indemnified by >> all claims, expenses, sts, arising out of such misuse or reuse of the addition, unauthorized reprod documents , in part or as a w cuments. In tion of these de, is prohibited. 0 50 1 Scale: 1:50 BARRICADE DELINEATOR TEMPORARY INLET PROTECTION 00 AIP NO.: 3-06-0323 16 M&H No.: 02316-00- 21615 DATE: MAY 2013 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE DRA NGS SHEET CONTENTS CONSTRUCTI SAFETY AND P ASING PLAN * ` No. 672 1 Exp. 9/3 14 sl9r CIV 1L FOF R��Q C A1. These documentsshall not b any purpose or project for wh intended. Mead & Hunt shall ised for it is not indemnified by the client and held harmiesw damages, liabilities, losses, a including attomeys' fees and all claims, expenses, sts, arising out of such misuse or reuse of the addition, unauthorized reprod documents , in part or as a w cuments. In tion of these de, is prohibited. O C Q 0 co W — U Uv Z 7V Z J � = W Z LL c) O �^ W u U W= N o �w� m to Q m REVISION 00 AIP NO.: 3-06-0323 16 M&H No.: 02316-00- 21615 DATE: MAY 2013 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE DRA NGS SHEET CONTENTS CONSTRUCTI SAFETY AND P ASING PLAN U) H w w CO J w w 0 a 0 M M LO M _M O N N L0 GENERAL NOTES: 1. CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITIES. THE STAGING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE AS SHOWN OR OTHERWISE APPROVED BY THE CITY. CONSTRUCTION TRAFFIC IS LIMITED TO APPROVED HAUL AND ACCESS ROUTES. HAUL ROUTES ON PAVEMENTS SHALL BE CLEANED EACH DAY. HAUL ROUTES OVER DIRT/GRAVEL SHALL BE SMOOTH GRADED AND OBLITERATED UPON COMPLETION OF THE PROJECT. DUST CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN THE AREA TO BE EXCAVATED HAVE BEEN MARKED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE BEFORE TRENCHING. PLEASE CALL USA AT 811. 3. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT (D.I.S.) PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. A COPY OF THIS PERMIT MUST BE ON FILE IN THE CITY DEPARTMENT OF PUBLIC WORKS OFFICE PRIOR TO THE COMMENCEMENT OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR PLACING LIGHTED BARRICADES AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 5. MAINTAIN AIRPORT SECURITY AT ALL TIMES. PROVIDE TEMPORARY FENCING, GATES, AND/OR GUARDS AS NECESSARY. 6. THIS IS AN UNCONTROLLED AIRPORT WITH NO AIR TRAFFIC CONTROL TOWER. ALL AIR TRAFFIC AND MOTOR VEHICLES MONITOR AND ANNOUNCE THEIR INTENTIONS ON UNICOM FREQUENCY 122.800. CONTRACTOR SHALL HAVE A AVIATION RADIO ON SITE AT ALL TIMES AND SHALL MONITOR UNICOM FREQUENTLY. RADIO SHALL BE ICOM 1C -A6 TRANSCEIVERS, SUPPLIED WITH NICAD BATTERY PACK, WHIP ANTENNA AN A 12V ADAPTOR/ CHALETS. RADIO SHALL-B€--TtJRNED�VER-THE CITY_IN- INE WORKING ORDER UPON COMPLETION OF THE PROJECT`r C 7. CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE IMMEDIATE WORK SITE. CONTRACTOR EQUIPMENT, STAFF AND SUPPORT SHALL NOT DEVIATE FROM AREA WITHOUT CITY APPROVAL. CONSTRUCTION SAFETY AND PHASING NOTES: PHASING AND TIME LIMITATIONS THE PROJECT HAS BEEN DIVIDED INTO TWO ELEMENTS: 1) MOBILIZATION AND 2) CONSTRUCTION. A SEPARATE NOTICE TO PROCEED SHALL BE ISSUED FOR THE MOBILIZATION ELEMENT AND THE CONSTRUCTION ELEMENT. THE NOTICE TO PROCEED FOR THE CONSTRUCTION ELEMENT WILL NOT BE ISSUED UNTIL THE MOBILIZATION ELEMENT IS COMPLETE AND THE SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IS APPROVED BY THE FAA. THE WORK EFFORTS AND AFFECTED AIRFIELD AREAS WITHIN THE AOA ARE DETAILED BELOW. THE MOBILIZATION ELEMENT SHALL BE COMPLETED WITHIN TEN (10) WORKING DAYS AND THE CONSTRUCTION ELEMENT SHALL BE COMPLETED WITHIN FIFTEEN (15) WORKING DAYS. IF THE CONTRACTOR FAILS TO MEET ANY OF THESE TIME LIMITATIONS, LIQUIDATED DAMAGES WILL BE ASSESSED AS DESCRIBED IN THE "MISCELLANEOUS SPECIAL PROVISIONS FOR AIRPORT CONSTRUCTION," INCLUDED IN THE PROJECT SPECIFICATIONS. 1- ELEMENT 1 - MOBILIZATION. (10 WORKING DAYS) DURING THIS ELEMENT OF THE PROJECT, NO WORK SHALL BE CONDUCTED THAT IN ANY WAY RESTRICTS AIRPORT OPERATIONS. MOBILIZATION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING ' • PROCESSING OF REQUIRED SUBMITTALS, INCLUDING THE CONTRACTOR'S WORK SCHEDULE. • PREPARATION AND SUBMISSION OF THE SPCD. �._! -- • ALL PREQUALIFICATION TESTING, REVIEW, AND APPROVAL. -`' • MIX DESIGN PREPARATION, REVIEW, AND APPROVAL. • AIRFIELD SAFETY DEVICES DELIVERED TO SITE (CONSTRUCTION FLAGS, LOW PROFILE BARRICADES, DELINEATORS, AND AIRPORT RADIOS). • ALL MISCELLANEOUS MOBILIZATION EFFORTS REQUIRED TO COMMENCE CONSTRUCTION. 1/• MATERIALS AND EQUIPMENT DELIVERED TO SITE, AS APPLICABLE. c-"�• ELECTRICAL INVESTIGATION. ALL PRELIMINARY WORK REQUIRED TO PURSUE CONSTRUCTION TO COMPLETION SHALL BE FINALIZED DURING THE MOBILIZATION ELEMENT TO MINIMIZE DELAYS DURING CONSTRUCTION. 2. ELEMENT 2 - CONSTRUCTION. (15 WORKING DAYS) WORK SHALL INCLUDE THE CONSTRUCTION OF AN ACCESS ROAD FROM EAST PLANZ ROAD ALONG THE WESTERN END OF THE TAXILANES SERVING THE FUTURE SOUTHWEST HANGARS SITE. ALL WORK SHALL BE OUTSIDE OF THE RUNWAY OBJECT FREE AREA (ROFA) AND THE TAXIWAY OBJECT FREE AREA (TOFA). THE NEW TAXILANES, THAT ARE NOT CURRENTLY BEING USED, WILL BE BARRICADED OFF FROM THE ADJACENT ACTIVE TAXILANE. THE ROADWAY WILL HAVE PAVEMENT MARKINGS AND SIGNAGE INSTALLED. AOA PERIMETER FENCE SECURITY SHALL BE MAINTAINED AT ALL TIMES. Q1 IRARAADV l • SCOPE OF WORK - WORK WITHIN THE AOA, ALONG WESTERN AOA FENCE, BUT CLEAR OF RUNWAY AND TAXIWAY SAFETY AND OBJECT FREE AREAS. • AREA CLOSED TO AIRCRAFT OPERATIONS - TAXILANES TO FUTURE SOUTHWEST HANGARS. • DURATION OF CLOSURE - FIFTEEN WORKING DAYS. • ALTERNATE TAXI ROUTE - NOT APPLICABLE. • EMERGENCY SERVICES ACCESS ROUTES - UNAFFECTED BY CONSTRUCTION. • CONSTRUCTION STAGING AREA - MATERIAL AND EQUIPMENT STORAGE NORTH OF THE ' SOUTHWEST HANGAR AREA (PER PLAN SHEET G-081). • CONSTRUCTION ACCESS AND HAUL ROUTE - THROUGH THE FENCE AT THE END OF EAST PLANZ ROAD (PER PLAN SHEET G-081). F • IMPACTS TO NAVAIDS - NONE. • LIGHTING AND MARKING CHANGES - NONE. • REQUIRED HAZARD MARKING AND LIGHTING - LOW PROFILE BARRICADES AND DELINEATORS. • LEAD TIMES FOR REQUIRED NOTIFICATION - FIVE (5) WORKING DAYS. ADDITIONAL NOTE. LOW PROFILE BARRICADES SHALL BE PLACED ACROSS TAXILANES TO SOUTHWEST HANGAR AREA AT THE TAXILANE OBJECT FREE AREA LIMIT. /0-9- 1a3 Me &41 nt Mead & H t, Inc. 133 Aviation oulevard, Suite 0 Santa Rosa, A 95403 phone: 707- 26-5010 meadhun .com No. 651 Exp. 9/ 0/14 CIV 3C9AQyt3 These documents shall nolbe used for any purpose or project fo ich it is not intended. Mead R Hunt sh I be indemnified by the client and held harm) from all claims, damages, liabilities, loss.and expenses, including attomeys' fees a costs, arising out of such misuse or reuse of documents. In addition, unauthorized rep duction of these documents , in part or as hole, is prohibited. r"1 REVISION AIP NO.: 3-UD-U� M&H NO.: 02316 DATE: MAY 21 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE SHEET CONTENTS CONSTRUC SAFETY AN NOTES 3-16 �-121615 3 2 z w 0 U- J U 0 LU U- W Y m HASING W11P 02, Q 0 1 U Z Q U U w o � L6 a T N Lo O M M o O 0) N X li �/N) 30" STOP SIGN TYPE R1-1 CITY TO APPROVE LOCATION IN FIELD. STA 0 DOFF 1 -SEE C -3o1 374. TA 0 OFF v -r. STA 0 OFF 12.33'_ ' 373.91.E 0 1, SS MANHOLE -� STA 0+04.18 18.51'R e 375 EXISTING 12" WAl L 370 365 STA 1+02.67 11C1117' OA AA11 RELOCATE (E) PULLBOX 6' TO THE -A 2' WIDE ASPHALT /�� 2' WIDE ASPHALT -\ 24" WIDE (COMMON) 36" MINIMUM .1 4 T 2., 12" 3" MIN. 0 FINISH G VARIES POSSIBLE 4" 2" SHADING 0i (E) DRY UTILITY TRENCH SECTION NO SCALE (E) WATER TRENCH SECTION NO SCALE EXISTING GROUND L FINISH GRADE ELEVATION, TYP. ELEVATION, TYP. SOUTHWEST HANGAR ACCESS ROAD CENTERLINE PROFILE AS SHOWN o� NOTE: 1. (E) GATE MAY BE RELOCATED TO PROPOSED LOCATION, BUT MUST MATCH THE SWING GATE DETAIL ON SHEET C-301. NEW POSTS AND FENCE EXTENSION OR RELOCATION MAY BE NECESSARY. GATE MAY NEED TO SWING OPEN TO NORTH FOR CLEARANCE. A • * LEGEND - ASPHALT CONCRETE PAVEMENT o vvvvvvvvv y AGGREGATEBASE SHOULDER \\\\\\\\\\\\\\\\\\\\\` ' ' • (E) DRY UTILITY TRENCH N CD r w w w w co 10 w Z J 0 30 60 Scale: 1:30 0 30 60 Scale: 1:30 KEYMAP NOT TO SCALE I 3 Me &,I nt Mead & H t, Inc. 133 Aviation oulevard, Suite 130 Santa Rosa, CA 95403 phone: 707-1126-5010 meadhun .com C - No. 6 51 Exp. 9/ 0/14 \CI V :?,a IA,,?, c3 These documents shall n used for CAJ I MIVK 1 V rAVINU. MA I LH 1=LCV. vvlv�.r�c 1 c tB ` ` ' ' PAVEMENT JOIN TA 4+19.04 \ _ C-301 ° t ! STA 6+26.02 1 REMOVE O RELOCATE 1 TO (N) SHOULDER ELEV. ADJUST -SEE (E) PULLBOX, PIP - 01 PAVEMENT JOIN including attorneys' fees a (E) G TE. EE NOTE 1. \ t ` CONDUIT AND CONDUCTOR. S�A 2+956 1 f ` OFi 35.37'L __- 75.45 EG/ f STA 5+91.02 OFF -42.41 hole, is prohibited. `, { , (IV) 10 SHOULDER. OFF" 42.76' / TA 4/1912 IOF OFF -42.59'+i5.6 STA 6 26.17 ' J`' `374.95 0 EP X.: EP STA 0+94.98 OFF 10.28'L ` �-- �l' �� '' -- --Sr�+29.40 9E X98 / , B STA 2+ 6 I 6 __ _ 10 OF` -4 42. f \375.23;EG 4 STA 4+51.52 STA 2+ 3.54 5 q ` / �/`OFF x`50' OF 35. 2 L 1� f ` ` / STA 5+91.04 OFF -15.47 STA 5+58'.52 OFF -42.0'/ ,\ :OFF -15.37' No. �GSTA 6+58.52 1 0�3563 h�' +t`�' \ OFF -4250' 23fL :. -," �L -ST�- �75. 5 Et,�D�• 375.26 EG G T5+58.52832.50' 5 EP - \ OFFS 10.00' 'QO D D f D r = 375.20 EG .; .'%N'%,:` '. \ D �O - O �--. y • --\ / 2S G , �Q \ C� 375.27 EP �C.: �C. _ D D _- ,�7: - 1 E -1`3 ___ - - ` :..`\'` D D b' -_ STA 4+51.52 / D \ a '_ - g y`,' - - .. b Q ___ - _ O. D ( D �� O ��o r t�• STA 6+58.52 373.90 EG +-00 -� v � - _ D > D D ye D D D� �' D © D b--� ® 'l, -�-- 1 D- >�- D- �- b �` "J,> D v , �=� ,'� OFF -10.00D ,v. ===v `� ,v v ;° y;' w -= D �a D DPD h - Dw. 't , 1� 'l�• 3 OFF -10.00 .. . [> D D D D E D D © D D J D D D v\� 'v `'v �'� yv `v r=-' - D P? D D `,. ; 375.56 EP r , v �'`,. =- 375.36 EP D D D D E �• D D D 7 D DDD v' '� D b D, nJ v D D D D D ^375.22 I : 3 5 89 FG 7 3 5.14 F `� �, -�:�--� i `' ti .�Cflt1 t-IWEST� ACCES �AD` 2 S�� O 0.-�- _�. 7V.72 E � 3 5 P �- 3 w-=1. 4 00 3 EP D D� , , D D D D_� - : b EP 7 2 EP ���:i�' a 5.3 `7, .5 ` 7 EP �, 5 00 3 5.53 - - - ==-.. 375.53 EP 7 - _ - r 3 6.02 FG � -11. �371 5. 6 FG ... 6 .4 �`�, 3 5.26 EP` 0 375 1 EG 0 =.�:' �, �; -\ r \ 9 7 1 3 5. F .C�r.� 9 G 7 .8 F 3 5 5 G 5.80 F '�� . 3 G 7 4 F ,� 3 5.7 G �= � -� 375.63 G - _ \ \ -- �3 � \' 4 \ T �� \ ti 375.6 F ,D \ , 4 \ 37 .5 F 5 8 G� 7 2F 3 5.5 G 7 .47 F 5 \- - 375.77 FL 6' 376.16 EP 376.09 G ,p . ___ _ F,p 376.11 EP 376.05 EP 375.99 EP 375.94 EP 375.65 375.77 FL FL I_ 375.66 FL 375.60 FL 375 59 FL 375.46 FL 375.83 EP 375.78 EP 375.72 EP 375.67 EP 5 N STA 0+65.8 Z OFF 12.00' R to A, B I {-- G 37 ;4 FL 375.34 FL .26 FL 375.21 FL PROPOSED _10y-30 S a 374.54 E� 375.58 EP 20 SWING CENTERLINE OF (F) DRY UTILITY TRENCH 9111A OLE ` IP t- STA 0+66.0 Q OFF 24.76' GATE H SOUTHWEST WORK BY OTHERS TA 1 +31.54 375.45 FL FF 10.00'8 ACCESS ROAD I WATER VALVE, PIP 375.89 EP STA 5+05.13 1 *1R (E) ELEV=375,,83 `(N) w -SEE C-301 i ADJUST TO ELEV. 374.80 EP 375.89 EP (E) ELEV=375.94 STA 0+65.63 OFF 60.25'R � OLE STA 1+31.54 OFF 15.34'8 SOUTHWEST HANGAR ACCESS ROAD PLAN (E) BACKFLOW STA 1+06.57 6.19'R 5.46 375.97 EP AS SHOWN -' ADJUST TO (N) ELEV. -SEE C VC=100.00' #r cflM00 fn 0 co 00 00 1- J co 5 _ U � a w _ > a J w EXISTING EIROUND HGRADF a w AT CENTERLINE AT ENTERLI E - - -0.11% EXISTING 2"'NATER LATERAL ! (STING 8' WATER TERAL EXI TING 8TER LATRAL I I EXISTING 2" WATER LINE EXISTING 8" ATER LATERAL EXISTING 2" WATER LATERAII __ ____ __ _ ____-___ ________ _ _ _ __ -I-1--- -_- __-_ _-_ __- _ - _ ------ --- EXISTIN --- DRY UTI - - - - ITYTREN - - - H\1 --- --- --- -- -LI-- I ( --- _-_ --- -_-` --_----- __- --_ -- _ -- - �-, - - -- (APPROXIMATE L CATION) EXISTIN 8" WATER LINE I I EXISTING SEWER EXISTIN 8" EIR LATERA - MANHOLE EXISTING DRY UTILI rY (I { I TRENCH EXISTING 8" SEWER LINE I I EXISTING DRY UTILITY RENCH ! ! I EXISTING SEWER I (APPROXIMATE _ (APPROXIMATE LOCAT ON) _ ---- --- _-- { I I I --- --- --- --- - ------ --- -- ---=-=_Ll--- --- --- ---- --- --- -- - -- _--- --- CV ti CD �O �- COM � N N� �- er COO (0 Cq c0� ti rnN � e- ON o co 0q CO rn� `- oM cD0) � M 000 � O 00 w� OJ � o0OR OfJ O M N CNO M~ GO CV ti t� ti~ ti~ r- CD (Q pCO �Cfl co cm ftp 00 SLA 0 Mtn NIA N M M �ti M d �►� L6 r -ti LO tp P_ to nti t0 tiP, CO [Z co to I,.. �% to 1- �h LO to I.. iii tfj 1- Il tpOR ti r`1` LO n1` LO tp i..ti � ftj hti tp titi tp titi I (i U.) f,_ LO 1- to hti LO Up t`1•- 0 6n �ti V) Ip I.. �% I` tp I.. �% tp 1` V5 U) to I- U% to M MM MM MC'7 MM MM MM MM MM MM c+oM MM MM MM MM MM MM MM Mfh MM MM MM MM MM titi MM r.- MM titi MM t` M 1+00 2+00 3+00 4+00 5+00 6+00 7+ 24" WIDE (COMMON) 36" MINIMUM .1 4 T 2., 12" 3" MIN. 0 FINISH G VARIES POSSIBLE 4" 2" SHADING 0i (E) DRY UTILITY TRENCH SECTION NO SCALE (E) WATER TRENCH SECTION NO SCALE EXISTING GROUND L FINISH GRADE ELEVATION, TYP. ELEVATION, TYP. SOUTHWEST HANGAR ACCESS ROAD CENTERLINE PROFILE AS SHOWN o� NOTE: 1. (E) GATE MAY BE RELOCATED TO PROPOSED LOCATION, BUT MUST MATCH THE SWING GATE DETAIL ON SHEET C-301. NEW POSTS AND FENCE EXTENSION OR RELOCATION MAY BE NECESSARY. GATE MAY NEED TO SWING OPEN TO NORTH FOR CLEARANCE. A • * LEGEND - ASPHALT CONCRETE PAVEMENT o vvvvvvvvv y AGGREGATEBASE SHOULDER \\\\\\\\\\\\\\\\\\\\\` ' ' • (E) DRY UTILITY TRENCH N CD r w w w w co 10 w Z J 0 30 60 Scale: 1:30 0 30 60 Scale: 1:30 KEYMAP NOT TO SCALE I 3 Me &,I nt Mead & H t, Inc. 133 Aviation oulevard, Suite 130 Santa Rosa, CA 95403 phone: 707-1126-5010 meadhun .com C - No. 6 51 Exp. 9/ 0/14 \CI V :?,a IA,,?, c3 These documents shall n used for any purpose or project for ich it is not intended. Mead & Hunt sh I be indemnified by the client and held hannl from all claims, damages, liabilities, losse and expenses, including attorneys' fees a costs, arising out of such misuse or reuse of documents. In additionunauthorized rep uction of these documI , in part or as hole, is prohibited. REVISION AIP NO-: .S-Ut)-UJ M&H NO.: 02316-0 DATE: MAY 20 DESIGNED BY: BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE D SHEET CONTENTS GRADING PL -16 121615 i • im C-101 4" DIA. STEEL 0 PIPE FILLED 3: WITH CONCRETE. 0 PAINT YELLOW. CL 0 1 z M. 2' WIDE ASPHALT CONCRETE MEN 1 rp� -SE1 01 STA 7+98.02 OFF -42.59' (N) 10' SHOULDER STA 7+98.09OFF -16.08' , STA 7+65.52 OW42.6p' lb STA 7+65. so, OFF -10.00' I> t< NC> I> 0,375.41 FG', 75. EP - 8+0 LL 2 F_ 2' WIDE ASPHALT C ETE \ STA 8+33.11 -SEE PAVEN0. iold ' OFF -16.11 I STA 10+04.94 STA 8+33.02 STA,.8+ .52 OFF -42.54' OFF -42.41' 0 F � �2.5 STA 10+'05.1/ 3 STA 8+ 5-5 OFF -26.08' Ig - OFF -10.00' �0 STA 9+72,.44 OFF -J2.50' STA 9+72.44 R32.50., OFF -10.00' 1 4 E�j > X/ I �1 , > 2' WIDE ASPHALT CONCRETE PAVEMENT JOIN STA 12+47.01, OFF 46.271 STA 12+ .03 374.61 EG STA 10+40.06 -SEE Off 46201 4+47.02, OFFIi� �41' OFF -42.41' 374.6 EG \§74.64 EP"--- 0 30 60 It y STA 10+39.97 NC -101) I STA 2.04 STA 12+ 21 FF,42 5b'L OFF -26.12- Scale: 1:30 OF .591 ST k 7 52,(;FF 10.001 STA 1,0+72.56 FI 6 12+ F 42 0374.6,4_EP--- FF2. Of 37,,,., , STA 11+79.54 S +8:3.11,OFF 10.01'L Ci AOFF��2 5 7 P Of STA 10+72.56 ST -A 11+79-54- v " f SS MANHOLE VU oul 1>1 �? - R 'X-_ R3,�_. tK OFF -10.00' OIL -OFF- 10.0 ..STA 12+74.89 0.81'R > � "V 374 �.80 EF 4- (E) ELEV=374.99, ADJUST TO (N) ELEV. -37. ' V EGrh, G hp. G eG G C �v �G ^�"�G �`' .*`\`\`;�.�°, `nj G "-� G P _ G /110 " I - > i > >77 %(N) OBJECT MARKER I> 1> J AD!* 1> D.Up I> SIGN -TYPE 4 _2� 474.91 EG WE 75. (OM4-3) 9+00 10+00- 11 +nn 3 FG STAQCE88,ROA , - -it 5 06 EG I \ , \ a I Z"r 1, � , -, " " e �11 , , - "IN -SEE 77- _�'375.03 FIG 375 36 FIG -17 3+00 13+50 TYP. OF 4 375.25 FIG >C 301 375.30 FIG V 375.09 F 374.92 F 374.87 FIG :Z;:;;7 "T 375.56 3 .83 EP 77 4 1, ff�__ - - n � � I - .11, 111 i - EGA 375.11 FL 375.50 EP 375.45 EP 375.40 EP 375.34 EP 375.29 EP 375.23 EP 375.12 EP 375.07 EP X 375.61 EP 375.05 FI 374.98 FL 374.93 FI 374.86 FL 374.81 FL 374.7711- 375.16 FL WATER VALVE, PIP 374.66 FI 374.59 F-1 375.67 EP M - - - MA 375.21 FL FIRE HYDRANT, PIP ELEV=375.45 375.18 EP -y M 'MANHOLE - CENTE OF A 374.72 FL STA 12+83.11, OFF 10.01'R (E) ELEV=375.22 S� (F) DRY UTILITY WATER VALVE, PIP STA 9+f9. -84,6.95'R TRENCH SOUTH EST $S MANHOLE 375.03 EP (E) ELFV= 5.44 (E) ELEV=375.28 WORK BY ACCESS ROAD �,TAi 1+26.171.06'R FIRE HYDRANT, PIP - SS MANHOL ADJUST TON ELEV OTHERS 64 ELEV=375.13 (E) ELEV=374.74 STA 7+12_3 1.56'R ADJUST TO (N) ELEV. -SEE WATER VALVE, PIP (E) ELEV=375.36 (E) ELEV=375.04 ADJUST TO (N) ELEV. SOUTHWEST ACCESS ROAD PLAN CONTRACTOR TO ADJUST GRADE AS SHOWN ON EDGE OF SWALE IN FIELD, TYP. > 51 Exp. 9/3 W CIVI'lI ",*f'oq-4 pR3� Mir 3 These documents shall not used for any purpose or project for w ich it is not intended. Mead & Hunt shall te indemnified by the client and held harmless lom all claims, damages, liabilities, losses, z id expenses, including attorneys' fees and ;osts, arising out of such misuse or reuse of the locuments. In addition unauthorized reprogiction of these documents , in part or as a 4ole, is prohibited. EXIST14GGROUIID FINISHGZADE AT CE14TERLINE /- AT CENT RLINE F7 - -0.11% EXISTING:?" WATER it LATERAL EXI TING 2" WATER LINE EXIs'rING 2" WATER LATERAL -- - - - - - - - -- - - - - - - - --- - - - - - - - --- - - - - - - - -- - - -- - - - - - - - -- - - - - - - - - U - - - - - -- -- - - - - - - - - -- - - - - ----1 EXISTING SEWER EXISTING 8" WATER T EXISTING - -------- S EWER - - - - - - - -- --- - -- F.I=� - - - - EXIS - TIN -------- SEWER -- -------- EXISTI SEWER MA HOLE LATERAL I I I I MANHOLE EXISTING 8" WATER LATERAL --//" MANHOLE MANMO EXIST NG 8" WATER LINE i I -- - - - - ____ - - - - F - - - - -- - - - - - - - --- - - - - - - - - - - - - - _------- - ____j - - - - - - - - -- - - - - - - - --- - - - - - -- _1J_ - - - - - - - - - -- - - - - - - - -- - - - - - EXISTING 8" SEW LINE 1- III: 14, III: et 21 C 0 CY) OM C14 (0 V_ Ci ce) CY) CY) LO - 0 ce) 00 a 00 041 Ci o LO C%4 Go C4 0 C14 IN - C) C) C) C) (0 co 00 ul C14 C14 Cq M00 00 oq (D 0 t6 L0 L6 Lo 12 In Ui U-) L6 0 L6 LO L6 LO L6 LO L6 L0 L6 LO t6 LO t6 LO LO U) Ui IZZ in N L6 V_ Ui V) Q 6q 1Z - L6* L6 0)4 lot (y) co cf) M V) V) Ice) c?) V)�Cy) V) M cf) V) (y) 0) co M co co M M co M O,ruu U-ruu I u-ruu EXISTING GROUND FINISH GRADE ELEVATION, TYP. ELEVATION, TYP. (N) ASPHALT CONCRETE PAVEMENT41 ....... ... ........ .. ...... ........ ..... ..... (N) BOLLARDS, . . .. ..... ...... ..... I ......... _11 - ........... ............... .......... TYP. OF 2 PER HYDRANT ....... ....... ............... -------------- VVV vv * v'V`VVIV 'e; V V V,7 V 7 7 V V 17 V 117 V V , q yv - 11 19 V V V V q V V V, -, N_ .... ... . . . . . . Vvvvvvvvv V V V� (VARIES) EDGE OF V -V,7vvvvv, PAVEMENT V V 1_1\11 V V V V V V WIV�17'71 •v VV VV vvvvvvP 7 VVV Q VVVV v VVVVV (N) AGGREGATE -,v V -V -V -V V_ -, -,,v-, SHOULDER V (E) FIRE HYDRANT TOP VIEW FIRE HYDRANT BOLLARD INSTALLATION NO SCALE 11+UU SOUTHWEST ACCESS ROAD CENTERLINE PROFILE AS SHOWN LEGEND I ASPHALT CONCRETE PAVEMENT AGGREGATE BASE SHOULDER PAVEMENT JOIN (E) DRY UTILITY TRENCH 1z+UU isalls] 375 370 _411OR 3 0 30 60 Scale: 1:30 e d kA._ n , Mead& Hu Inc. 133 Aviation Boulevard, Suite 1(0 Santa Rosa, 95403 phone: 707-5'6-5010 rneadhuntr.orn C. No. 67 51 Exp. 9/3 W CIVI'lI ",*f'oq-4 pR3� Mir 3 These documents shall not used for any purpose or project for w ich it is not intended. Mead & Hunt shall te indemnified by the client and held harmless lom all claims, damages, liabilities, losses, z id expenses, including attorneys' fees and ;osts, arising out of such misuse or reuse of the locuments. In addition unauthorized reprogiction of these documents , in part or as a 4ole, is prohibited. III- ry 0 CL < 0 CL w Vv < Z < r I- LL (0 U) w 'r W �e :D < 0 M U) REVISION .5 • AJP NO.: 3-06-032 16 M&H NO.: 02316-00-121615 DATE: MAY 201 DESIGNED BY: BS DRAWN BY: PM CHECKEDBY: BC DO NOT SCALE DRA#,nNGS SHEET CONTENTS GRADING PLAL 9 of 2 C-1 2 u. w 0 0 Z > (N) 3" CAL NS ASPHALT ONC=-R.C.) �_C 50 'I /2" 0 VVVVVVVVVVVVVVVV, ,7VV,7VVVVVVVVVV-..VVV VVVVVVVVVVVVVV-v�V -4A (N) a3 I ,�L C R.0-) 4.0' (MIN.) 4.5' (MAX.) (E) SS PIPE -�A ALTRANS 4 SS2 (E) SMH AGGREGATE BASE A 3/4'�MAX.(95% R.C.) Ai.. • 1 6" SCARIFY-Aff0--,,\, COIVIPACT(60% R.C. .4 4C. ASPHALT CONCRETE PAVEMENT TYPICAL SECTION 4; :4 - NO SCALE SAW CUT AS DIRECTED & APPLY TACK COAT TO VERTICAL FACE — — — — — - --UAC vvvvvvv 7 17 v vNEVV8A'8L (E) BASE f vvvvvvv PRIME COAT RECOMPACT EXISTING BASE UNDER NEW ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT JOIN NO SCALE SAND/GRAVEL BAGS SECTION A -A R=5' PCC SLAB NOT TO BE POURED UNTIL PAVING IS IN PLACE. SLAB AND LID TO BE 0.125" TO 0.25" BELOW NEW FINISHED PAVING. R=0.5"-7 SAND/GRAVEL BAGS TEMPORARY INLET PROTECTION NO SCALE . ....... 2" MIN. CONTRACTOR TO REMOVE AND/OR REPLACE SECTIONS AS REQUIRED TO MEET A. FINISH GRADE 0 CLASS "A" CONCRETE MH PAD PLAN AT SURFACE (N) FRAME & COVER PER CITY OF BAKERSFIELD STANDARDS fPROPOSED SURFACE 8" MIN. 2:1 MORTAR, DRY PACKED 4 (E) SSMH 4xi NOTES: 1. PRECAST REINFORCED MANHOLE SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C-478, CURRENT EDITION. 2. CONCRETE PAD SHALL BE CURED WITH THE WHITE PIGMENTED CURING COMPOUND AS PER CALTRANS SECTION 90-7.01 B OF THE STANDARD SPECIFICATIONS. 3. SEE STANDARD DRAWING SW -5 AND SW -6 FOR FRAME, COVER AND DROP MANHOLE DETAILS. ADJUST �US T S S MANHOLE �T OGRADE NO SCALE 20' ACCESS ROAD 30" STOP SIGN TYPE (R1-1) 1.75" x 1.75" GALVANIZED STEEL POST 211 X 2" SIGN POST V co CLASS 3 CONCRETE SEE SECTION 7-6-3.8 OF THE SPECIAL PROVISIONS NOTE: LOCATE 6' TO 12' FROM EDGE OF PAV7M NT. CITYTO APPROVE FINAL LOCATION. D STOP SIGN AND POST NO SCALE 5' RAI NAG 10, (E) FENCE SWALE -101 — 10, SHOULDER it PROTECT IN PLACE JOIN (E) GRADE VARIES 2.0% (0.5% MIN., 3.2% MAX.) 2.0% 71 777 ,6" DEEP AGGREGATE BASE SHOULDER -2 6" LASS 2 AGGRE( BAC K I N Q696 0% rRX C, APPROX. 30" COVER 9'4- SHOULDER BACKk FROM (E) GROUND q" ASPHALT CONCRETE, (E) 2" PVC WATER CALTRANS (TYPE A) 7" LASS 2 AGGREGATE t (E) 10" PVC WATER MAIN ASE,CALTRANS 011 NOTE: PROTECT ALL EXISTING WATER LINES IN PLACE. ACCESS ROAD SECTION NO SCALE JOIN (E) GRADE 0 1/8" STEEL TYPE 4 OBJECT MARKER SIGN TYPE (OM4-3) 1.75" x 1.75" GALVANIZED STEEL POST FRANGIBLE COUPLING 2" x 2" SIGN POST "TA 12+83.11 JD ACCESS R i Co 1.5 SIGN AND POST PLACEMENT CLASS 3 CONCRETE SEE SECTION 7-6-3.8 OF THE SPECIAL PROVISIONS OBJECT MARKER SIGN AND POST NO SCALE POST DESCRIPTION FED. SPEC. SIZE MINIMUM OUTSIDE DIAMETER MAXIMUM THICKNESS LINE SP2 1.900" 0.12" TERMINAL SP3 2.375" 0.13" GATE- SP4 2.875" 0.226" (LESS THAN 6') DO NOT SCALE DRA GATE- SP6 6.625" 0.28" (6' OR MORE) SHEET CONTENTS 12" LONG # 5 --TJ REINFORCING STEEL BAR GUSSET DETAIL CUP DETAIL MIN. DIA POST OD=8" SWING GATE NO SCALE 1/8" GATE FRAME, TYP 1/8" GUSSET 'LATE PLUNGER ROD CUP EMBEDDED IN ONE CUBIC FOOT OF CONCRETE 10-1-(03 Me d u t Mead & Huni, Inc. 133 Aviation Bo ilevard, Suite 102 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.( �,w -.f C A.0-11011 No. 672 1 Exp. 9/3 14 I V I These documents shall not be sed for y purpose or project for whiii it is not intended. Mead & Hunt shall indemnified by the client and held harmless all claims, damages, liabilities, losses, an expenses, --' fees I --- including aftomeysand ts, arising out of such misuse or reuse of the d ments. In addition, unauthorized reprodu 'on of these documents , in part or as a wh a, is prohibited. REVISION AIP NO.: 3-06-0323 6 M&H NO.: 02316-00- 21615 DATE: MAY 2013 DESIGNED By-- BS DRAWN BY: PM CHECKED BY: BC DO NOT SCALE DRA GS SHEET CONTENTS IT TYPICAL SECT N AND PAVING D TAILS W rR �a N J _ to i M N � N :L0 4 3 4 3 �4�� 4 4 4 4 a4 3 4 N I� I -00 I J, STA 0+50.00 OFF 0.00' N 2306019.9147 E 6263798.7238 IN 0 L01 `r `y _ 9+ 00 101 N W I W I INSTALL ST P SIGN. EXACT D LOCATION TO BE APPROVED BY CITY. -SEE C -3o1 12" WIDE WHITE STOP LINE w ly-ono 2+00 3+--+0-0- �-- = ------------ +_ 4+00 ACCESS ROAD MARKING, (TYP) A -SEE C-651 r 10+00 _ 11+00 12+00 i ACCESS ROAD MARKING, (TYP) M A -SEE C-651 _0�: - - J �\ W W 5+00 6+ 00 7+00 I -_; i + _ 8 00 ... N STA 12+83.11 OFF 0.00' N 2304788.0050 E 6263774.9940 -+— 13+00 — I M — — M — — M . Y— y y M — — M — — M — — VINSTALL (4) OBJECT MARKER SIGNS — E -SEE — — w — — w — — w 4" 4" SOLID WHITE STRIPE BOTH SIDES (TYP) `7r 7) ( P) 7' (TYP.) tib tib 4" BROKEN YELLOW STRIPE b (TYP) 13+50 rA_'�A�CESS ROAD MARKING NO SCALE 0 30 60 Scale: 1:60 O 00 U) z U F- Me 64il u Mead & Hun', Inc. 133 Aviation Bc ilevard, Suite 10 Santa Rosa, C 95403 phone: 707-523-5010 meadhunt. om oQROt:ESS H_4 _off► .� —c! ... !�►_ * No. 672 1 Exp. 9/3 14 CI V1\. 9rFOF �Q C These documents shall not belbsed any purpose or project for wh intended. Mead & Hunt shall for itis not indemnified by the client damages, including and held harmless liabilities, losses, attorneys' fees and all claims, expenses, sts, arising out of such misuse or reuse of the d addition, unauthorized reprod documents , in part or as a wt cuments. In 'on of these Ae, is prohibited. 0 -o Q� J� QU) CL W — Uv U _ Z Q C� 0 z J Q W = �n F_ Z LL U)o U) W LL J r U W= No r. 0 w LL Q O CO W m to �t Q m REVISION &RECORD DRAWING Ci AMP NO.: 3-06-0323-16 M&H No:02316-00- 21615 DATE: MAY X2+013 DESIGNED By. BS DRAWN By: PM CHECKED By- BC DO NOT SCALE DRA NGS SHEET CONTENTS ACCESS ROA MARKING PLA 11 of 1 C- 6 Z15 1 - - � I � I Mead nt I Mead & H nt, Inc. 133 Aviation oulevard, I Suite '00 Santa Rosa, A 95403 phone: 0 I - , - , � - , - _ 1 _ 1 , -_ ' - - �---- _ -- -- _ )7Q 0'F7CoV-rf f V2 6 - 50 0 1 0 meadhu .con ,:COFESt le c0s'ly0C. - UAV Fy =n No. 6 251 Exp. 9 0/14 380 ; : 380 380 380 380 eCII __'�--�_____I -___-___ ___. ----- _ -_- - -I ; i i -- -. ! I i ! I i : S 300 -11--_ �---,-.-.---�---,------!---I _1____!____ .'___ __-_ GRADE, r ___.1 - _ — Tee documents shall n be used for Pi, I : CONTRACTOR TO ADJUST GRADE anpurose or project 0ich it is not ____--__4 _.__ ____ --- _ L____-___'__�..__�____----- - - �_' _- _ i intended Mead & Hunt Tbe ndmnfed! -�' - EXISTING - _ - - - - - s 11 by i f ! I he client and held harml s from all claims, 0 � i Y( i D, liabilities, loss. and expenses _J -" GROUND __1 1_ ___- ---� ____ ON EDGE OF SWALE IN FIELPages - _ _4.)-- __oi-11/2.0YA o - - _ ncuding attorneys' d costs, arising I, , -I 5-%y6 o fTYP, - opt 375 -375 -V _i. . 2.0% such misuse or reuse rea documents. In 375 375 -1.40/6 addition, unauthorized duction of hese � 375 docments , in part or as whole, is prohibited. __� ___ - -- -----_ _ - _ __ t- --- ---.-__--r __ --.. __---�_ _-__ - _--- -- _______t------,-U--,-----�i-------�_"-_________-__i_____'__ _' _ ____._____,,__ -- _1 ' , _ - _ ------ I, -- . _---- -- _- �-.-- I I � ,_ ' ___ __----__ _11 _______ _-_1--I-� _ _ __---_____-- , i .; -i I _ - -1 - -i- I i 1 i ;i i I I 370 370 7370-50 -25 0 25 370 370 50 -25 0 25 -50 -25 0 25 0 3705OI -25 0 25 370 3+00.00 5+50.00 8+00.00 10+50.00 0 380 ; 380 380 380 380 380 380 380 380 380 0 i ' i I I . 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I Z In%-�2%b-f.0%1 - 1/6 _ _-__-I ! i 0 �90 A.7016 u' DESIGNED By. BS 375 0_ 375 375 75 37; t I 75 37 375 DRAWN BY: 5 -� 3 5 2.0 �-� ! PM Z f - �8 CHECKED 3y- 0 BC ; ' i- i I i -1 - I - I� - I - - -- - _ -1 . I—-- - I U i I DO NOT SC -- - - SHEET CONTENTS A LED AWINGS , ___ CROSS SEC IONS i ; � ___ _. -_-� L_ 37n 1 I370 37 370 370 370 37 370 370 370 46 -5O -25 0 25 -25 0 25 -50 -25 0 25 150 -25 0 25 -50 -25 0 250 1+00.00 3+50.00 6+00.00 8+50.00 11+00.00 s . 60 12 of 12W 0 0 M "aSOUTHWEST ACCESS ROAD CENTERLINE SECTIONS 0 20 40V C_ 016i b V ;a'_1d 3k ,a -, - - - - �