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HomeMy WebLinkAbout5.4-12135 Ph 1GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENT SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24-HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 -HOURS' NOTICE. THE DEPARTMENT MAY BE NOTIFIED AT 661.326.3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. BOLTHOUSE PROPERTIES MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (USA 1.800.227.2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION, OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS, SHALL BE REMEDIED OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCO4,PLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION, SEDIMENTATION AND DUST CONTROL PLAN, STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION, AND THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION FOR A CORRECTION THEREOF PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. BOLTHOUSE PROPERTIES WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY BOLTHOUSE PROPERTIES. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE CITY PARKS DEPARTMENT 48 -HOURS' NOTICE. 17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., PROJECT NO. 14-14977, DATED SEPTEMBER 16, 2014, AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 12' EXIST. SUMP ACCESS ROAD CITY OF BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA PARCEL MAP No. 12135 PHASE 1 WALL CONSTRUCTION PLANS WALL NOTES: WATERPROOFING SPECIFICATIONS: MEDIA 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 1. WATERPROOF SURFACE WITH 1/4 -IN THICK ASPHALTIC WATERPROOF COATING, OR WALL SECTION B/2 154 LF BACKFILLING ON BOTH SIDES OF WALL TO RESTORE THE EXCAVATED GROUND TO APPROVED EQUAL, AS PER COB STANDARD III PARCEL 2 WAOTER--------------- ORIGINAL CONDITIONS UPON COMPLETION OF WALL CONSTRUCTION IS A PART OF THIS PM 12135 PM 12135 PM 12135 PM 12135 QPM 12135 WELL SITE , ` t CONTRACT. -- STRUCTURAL NOTES: PHASE 1 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED i m O Q OP irf BY ASTM D-1557 TO A DEPTH OF 12 -INCHES BELOW BOTTOM OF FOOTING. GENERAL (VOTES Ooh 0 ry 0 1n 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE PARCEL 3 PM 12135 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% CALIFORNIA BUILDING CODE, LATEST EDITION. PHASE 1 PARCEL "A" RELATIVE COMPACTION TO THE TOP OF FOOTING, OR FILLED WITH CONCRETE. �'gMBER e�� O fl PIM 12135 '! PHASE 1 1 I J FOUNDATION (VOTES r� 0 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE 1. FOR ALLOWABLE SOIL BEARING VALUES, REFER TO THE SOILS REPORT PROVIDED. _ >OO 9E SO. LAURLAURIEGLE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND z ��� BOULEV RD LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. CONCRETE NOTES w o 1. MATERIALS: m 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT A. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS PROJECT ONLY THAT PORTION BELOW SIDE OF HIGHEST GRADE DOWN TO TOP OF FOOTING. B. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150 . C. AGGREGATE: ASTM C-33 m5/90112ff OEM SATE 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT D. WATER: CLEAN AND DRINKABLE A SPACING OF 16 -INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD E. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER JOINTS. 2. CONCRETE MIX DESIGN FOR FOOTINGS: A. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS B. 505 -LB OF CEMENT (MINIMUM) PER CUBIC YARD WITH 3/8 -IN MAX. GAP AT 48 -FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE C. 3/4 -IN (MAXIMUM) AGGREGATE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. D. 5 -IN SLUMP; MAXIMUM WATER:CEMENT RATIO = 0.50 8. THE MINIMUM HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6-0", AS MASONRY NOTES MEASURED FROM THE HIGHEST ADJACENT GROUND. 1. MATERIALS A. CONCRETE BLOC MASONRY UNITS: GRADE N UNITS (ASTM C-90) 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS B. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS NOTED OTHERWISE. C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER 2. MORTAR 10. ALL REBAR OVERLAPPING SHALL BE 24 -INCHES, UNLESS NOTED OTHERWISE. A. STRENGTH: TYPE S, 1900 PSI AT 28 DAYS 3. GROUT 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE A MINIMUM OF 3 -IN OF CONCRETE COVER. A. STRENGTH: 2000 PSI @ 28 DAYS B. CONCRETE BLOCK MASONRY UNITS SHALL BE CLEAN AND DRY PRIOR TO GROUTING 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. OPERATIONS IPARCEL 1 PARCEL 2 PM 11838 PM 11838 PHASE 3 PHASE 3 PARCEL 3 I PM 11960-2 I PARCEL 1 PM 11960 SEE SHEET 3 PARCEL 2 w PHASE 1 PM 11960-2 130LTHOUSE 15' 20' LANDSCAPED PARKWA Y POA MAINTAINED DRAINAGE BASIN PARKWAY MASONRY WALL. SEE DETAILS FOR STRUCTURAL DESIGN & FINISHES PARCEL 1 N PM 12135 PHASE 3 PARCEL 4 PM 12135 PHASE 1 I I 25' R/W MAINTAINED 36' 10' SIDEWALK & PUBLIC UTIL I TIES EASEMENT 6.0 -FT WIDE SIDEWALK 29 29 I 2% PARCEL 4 PM 12061 PARCEL 3 i PM 12061 SOUTHERN PACIFIC RAILROAD KEY MAP - 1 " = 200' 11' 10' LANDSCAPED PARKWAY TYPICAL SECTION BOLTHOUSE DRIVE DRAINAGE BASIN PARKWAY SCALE: 1" = 3' Lu PAR 1 OF I- PARCEL pg MERGER O 14-0400 ce 0 PARCEL 2 PM 12061 MAINTAINED) FL 0.625' PARCEL 1 PM 11952 PHASE 1 QEERCAMINO pR. MEDIA DRIvE FOR BIDDING PURPOSES. b WALL SECTION B/2 154 LF MING AVENUE te PARCEL 1 PARCEL 2 PARCEL 3 PARCEL 1 PARCEL 2 WAOTER--------------- Z PM 12135 PM 12135 PM 12135 PM 12135 QPM 12135 WELL SITE , ` t rn PHASE 2 PHASE 2 PHASE 2 PHASE 1 U PHASE 1 CBK 58 m I i m O Q OP irf m � Ooh 0 ry 0 1n PARCEL 3 PM 12135 ; PHASE 1 PARCEL "A" z �'gMBER e�� O fl PIM 12135 '! PHASE 1 1 I 15' 20' LANDSCAPED PARKWA Y POA MAINTAINED DRAINAGE BASIN PARKWAY MASONRY WALL. SEE DETAILS FOR STRUCTURAL DESIGN & FINISHES PARCEL 1 N PM 12135 PHASE 3 PARCEL 4 PM 12135 PHASE 1 I I 25' R/W MAINTAINED 36' 10' SIDEWALK & PUBLIC UTIL I TIES EASEMENT 6.0 -FT WIDE SIDEWALK 29 29 I 2% PARCEL 4 PM 12061 PARCEL 3 i PM 12061 SOUTHERN PACIFIC RAILROAD KEY MAP - 1 " = 200' 11' 10' LANDSCAPED PARKWAY TYPICAL SECTION BOLTHOUSE DRIVE DRAINAGE BASIN PARKWAY SCALE: 1" = 3' Lu PAR 1 OF I- PARCEL pg MERGER O 14-0400 ce 0 PARCEL 2 PM 12061 MAINTAINED) FL 0.625' PARCEL 1 PM 11952 PHASE 1 VICINITY MAP NO SCALE PARCEL 2 PM 11960 PHASE 1 REMAINDER OF PARCEL 1 PM 11838 PHASE 2 MATERIALS LIST. ESTIMATED QUANTITIES FOR QEERCAMINO pR. MEDIA NOT TO BE USED FOR BIDDING PURPOSES. PEPK WALL SECTION B/2 154 LF MING AVENUE 12 LF WALL SECTION D/2 35 LF NON -RETAINING PILASTER 4 EA Q m Q Om Q O Q OP Q Ooh 0 ry 0 O 0 LL z �'gMBER e�� O J r� 0 J _ >OO 9E SO. LAURLAURIEGLE WHITE LANE z ��� BOULEV RD = w o m C/) PROJECT . '' m5/90112ff OEM SATE BOLTH SE DRIVE VICINITY MAP NO SCALE PARCEL 2 PM 11960 PHASE 1 REMAINDER OF PARCEL 1 PM 11838 PHASE 2 MATERIALS LIST. ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. WALL SECTION B/2 154 LF WALL SECTION C/2 12 LF WALL SECTION D/2 35 LF NON -RETAINING PILASTER 4 EA PRIVATE MAINTENANCE NOTE: ALL MASONRY WALLS SHOWN ON THESE PLANS SHALL BE PRIVATELY MAINTAINED BY THE SEVEN OAKS BUSINESS PARK PROPERTY OWNER'S ASSOCIATION. PROJECT STATISTICS: OWNER/DEVELOPER: BOLTHOUSE PROPERTIES, LLC BRUCE DAVIS 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 Ph: 661.323.4005 LEGAL DESCRIPTION: ENGINEER: BOLTHOUSE PROPERTIES, LLC KATHRYN F. MACNEILL 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 Ph: 661.323.4005 PARCEL "A" OF PARCEL MAP No. 12135 PHASE 1; ALSO BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, T30S/R26E, MDB&M, BEING APPROXIMATELY 50 -FT SOUTH OF THE CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD TRACKS, ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: THE BEARING OF SOUTH 89009'03" EAST, ALONG THE SOUTH LINE OF PARCEL 3 OF PARCEL MAP No. 11838 PHASE 3, AS SHOWN ON SAID MAP FILED IN BOOK 59 OF PARCEL MAPS, AT PAGES 190-192 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 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 THESE PLANS. 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 THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR THE COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A MINIMUM OF TWO WORKING DAYS (48 -HOURS) PRIOR TO COMMENCING CONSTRUCTION. (U.S.A. 1.800.642.2444) SHEET INDEX: 1 COVER SHEET - PROJECT STATISTICS, NOTES, SPECIFICATIONS, SECTIONS 2 STRUCTURAL DETAILS 3 BOLTHOUSE DRIVE - DRAINAGE BASIN PARKWAY WALL 4 NOTES REVIEWED BY: �`ijZ.TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: t� 3t PUBLIC WORKS DIRECTOR, CITY QAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 ENGINEER'S STATEMENT: 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 INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. •GC 0711,6206 14 F F KATHRYN F. MA ILL, .C.E. 60974, EXP. 12/31/16 DATE`S C 60974 Exp. 12/31/16 z 0 V) Lu H O z DRAWN BY: K. MacNeill DATE: 07/14/2015 ACAD FILE: PM-12135-Walls.dwg SHEET: 1 OF 4 SHEETS_ r I PILASTER AND BE 3 -1/2"x2 - "SUNSET RED" CLAY (ROWLOCK PATTERN) NO FINISH ON BACK SIDE OF WALL #4 'i" BAR ® 48" O.C., CENTERED IN BLOCK; ALTERNATE DIRECTION OF BEND /N FOOTING (30" MIN LAP SPLICE) 6"x6"x16" SLUMPSTONE BLOCK, COLOR. WHITE SLUMP, FROM ORCO BLOCK, OR APPROVED EQUAL; GROUT ALL CELLS WITH REBAR. #4 CONTINUOUS IN BOND BEAMS (TOP COURSE OF WALL! & © 32" O.C. MAX) STREET SIDE OF WALL TO BE PAINTED WITH DUNN-EDWARDS MORTAR PAINT, COLOR: 'SWISS COFFEE" WATERPROOF SEALANT TO BE APPLIED TO BOTH SIDES OF WALL BELOW FINISHED GRADE BY WALL CONTRACTOR. 4" 3 ea #4 CONTINUOUS IN FOOTING CONCRETE FOOTIN 3-1/2 "x2 -3/16'x7-1/2" "SUNSET RED" BRICK WALL Y PACIFIC CLAY )CK PATTERN) 2.-0., NO FINISH ON BAC SIDE OF WAl #5 "L" BAR 0 24" 0.( CENTERED /N BLOCK ALTERNA7 DIRECTION OF BEND /N FOOT/A (30" MIN LAP SPLICI 6"x6"x16" SLUMPSTONE BLOC COLOR: WHITE SLUMP, FROM OR( BLOCK, OR APPROVED EQUA GROUT ALL CELLS WITH REBA #4 CONTINUOUS /N BOA BEAMS (TOP COURSE C WALL & ® 32" O.C. MA, STREET SIDE OF WALL TO BE PANTE WITH DUNN-EDWARDS MORTAR PAIN COLOR. "SWISS COFFEE WATERPROOF SEALANT TO E APPLIED TO BOTH SIDES C WALL BELOW FINISHED GRAL BY WALL CONTRACTC 4" ) 3 ea #4 CONTINUOUS IN FOOTING CONCRETE FOOTING 3-1/2 "x2-3/16 "x7-1/2" SUNSET RED" BRICK WALL 4Y - I - 3'- 6 " NO FINISH ON BACK SIDE OF WALL #4 "L" BAR 0 24" O.C., CENTERED /N BLOCK, • ALTERNATE DIREC77ON OF BEND IN F0077NG (30" MIN LAP SPLICE) 6"x6 x16" SLUMPSTONE BLOCK, COLOR: WHITE SLUMP, FROM ORCO BLOCK, OR APPROVED EQUAL; GROUT ALL CELLS W/7H REBAR. #4 CONTINUOUS IN BOND BEAMS (TOP COURSE OF WALL & ® 32" O.C. MAX) STREET SIDE OF WALL TO BE PA/N7ED WITH DUNN-EDWARDS MORTAR PAINT, COLOR. "SWISS COFFEE" WATERPROOF SEALANT TO BE APPLIED TO BOTH SIDES OF WALL BELOW FINISHED GRADE BY WALL CONTRACTOR. 4" 3 ea #4 CON77N000S IN FOOTING CONCRETE FOO RN 5'x7-112" BRICK WALL CLA Y TERN) B TYPICAL 6 -FT HIGH NON -RETAINING WALL C TYPICAL 6 -FT HIGH NON -RETAINING WALL FOO TINGREINFORCEMENT D 0 TYPICAL J j V j 6 -FT EDGE OF FOOTING HIGH PER WALL DETAIL j Q I NON W v I -RETAINING --- -------- ---------------- --- -------- ------ ---------- VERT. REBAR PER ---�--------- WALL ----�-�--------------- WALL DETAIL 2 STRUCTURAL SECTION NO SCALE 2 STRUCTURAL SECTION NO SCALE 2 STRUCTURAL SECTION NO SCALE PLAN VIEW - BRICK CAP LAYOUT E 2 I I I ----------- I C EDGE OF F0077NG L - 3-1/2 "x2-3/16 "x7-1/2" "SUNSET RED" BRICK VENEER BY PACIFIC CLAY, WITH ANCHOR 9" TIES TO CONCRETE BLOCKS (RUNNING BOND PATTERN) FALSE PILASTER DETAIL SLUMP BLOCK PER WALL DETAIL lea - #4 REBAR AT FTG. BUMP -OUT NO SCALE 3-1/2"x2-3/16 "SUNSET RED" BR/CI BY PACIFIC CLAY, WI Th TIES TO CONCRETI (RUNNING BOND 3-1/2"x2-3/16 x7-1/2" "SUNSET RED" BRICK WALL FRONT ELEVATION AT PILASTER PILASTER & WALL VENEER DETAILS 3-1/2"x2-3/16 "x7-1/2" "SUNSET RED" BRICK VENEER [100001111111111BY PACIFIC CLAY, WITH ANCHOR TIES TO CONCRETE BLOCK (RUNNING BOND PATTERN 6'x6 "x 16" SLUMPSTONE BLOCK PER WALL DETAILS 3-1/2 x2-3/16 x7-1/2" "SUNSET RED" BRICK WALL AND PILASTER CAPS BY PACIFIC CLAY (ROWLOCK PA T7ERN) --, REAR ELEVATION AT PILASTER 6 x6 x16" SLUMPSTONE BLOCK PER WALL DETAILS 8'x6'xl6" PRECISION BLOCK PER PILASTER DETAIL 3 -1/2'x2 -3/16'x7-1/2" SUNSET RED" BRICK WALL IS7ER CAPS BY CLAY (ROWLOCK SECTION THROUGH WALL AT PILASTER 3-1/2"x2-3/16 x7-1/2" SUNSET RED" BRICK VENEER BY PACIFIC CLAY, WITH ANCHOR 77ES TO CONCRE7E BLOCKS (RUNNING BOND PATTERN) 06" SLUMPSTONE K PER WALL DETAILS NO SCALE ESS F. 6 74 p. 12/31/16 sT civi\. �P 9 CF' CNA 5.¢-12135 M / r -I Qz � a. g Q V) CL a V) Z Ln � ~ � N o m pCLL O V) F- Z Lf) QZ Q O0 � J WJ U Q >ce w (1)� a Z 12 - 2FOOTING FOO TINGREINFORCEMENT j 0 PER WALL DETAIL J j V j Sea - #4 REBAR AT PILASTER CONT. REBAR EDGE OF FOOTING 4 I j PER WALL DETAIL j Q I 4ea - #4 W v I VERT. BARS --- -------- ---------------- --- -------- ------ ---------- VERT. REBAR PER ---�--------- - -----j--------♦ --- ----�-�--------------- WALL DETAIL E 2 I I I ----------- I C EDGE OF F0077NG L - 3-1/2 "x2-3/16 "x7-1/2" "SUNSET RED" BRICK VENEER BY PACIFIC CLAY, WITH ANCHOR 9" TIES TO CONCRETE BLOCKS (RUNNING BOND PATTERN) FALSE PILASTER DETAIL SLUMP BLOCK PER WALL DETAIL lea - #4 REBAR AT FTG. BUMP -OUT NO SCALE 3-1/2"x2-3/16 "SUNSET RED" BR/CI BY PACIFIC CLAY, WI Th TIES TO CONCRETI (RUNNING BOND 3-1/2"x2-3/16 x7-1/2" "SUNSET RED" BRICK WALL FRONT ELEVATION AT PILASTER PILASTER & WALL VENEER DETAILS 3-1/2"x2-3/16 "x7-1/2" "SUNSET RED" BRICK VENEER [100001111111111BY PACIFIC CLAY, WITH ANCHOR TIES TO CONCRETE BLOCK (RUNNING BOND PATTERN 6'x6 "x 16" SLUMPSTONE BLOCK PER WALL DETAILS 3-1/2 x2-3/16 x7-1/2" "SUNSET RED" BRICK WALL AND PILASTER CAPS BY PACIFIC CLAY (ROWLOCK PA T7ERN) --, REAR ELEVATION AT PILASTER 6 x6 x16" SLUMPSTONE BLOCK PER WALL DETAILS 8'x6'xl6" PRECISION BLOCK PER PILASTER DETAIL 3 -1/2'x2 -3/16'x7-1/2" SUNSET RED" BRICK WALL IS7ER CAPS BY CLAY (ROWLOCK SECTION THROUGH WALL AT PILASTER 3-1/2"x2-3/16 x7-1/2" SUNSET RED" BRICK VENEER BY PACIFIC CLAY, WITH ANCHOR 77ES TO CONCRE7E BLOCKS (RUNNING BOND PATTERN) 06" SLUMPSTONE K PER WALL DETAILS NO SCALE ESS F. 6 74 p. 12/31/16 sT civi\. �P 9 CF' CNA 5.¢-12135 M / r -I Qz � a. g Q V) CL a V) Z Ln � ~ � N o m pCLL O V) F- Z Lf) QZ Q O0 � J WJ U Q >ce w (1)� a Z 0 cn w w a 0 z DRAWN BY: K. MacNeill DATE: 07/14/2015 ACAD FILE: PM-12135-Walls.dwg SHEET: 2, , OF 4 SHEETS 46+p0 47+00 FUTURE MASONRY WALL ALONG WATER WELL - ���� SI TE FRONTAGE IS TO BE CONSTRUCTED A T - �- 0 25 q �og� THE TIME OF WATER WELL SITE DEVELOPMENT, AND SHALL MA TCH THE PM 12135 PHASE 1 p WALL DESIGN & MA TERIALS.I0 , _ ° *l \llJ PARCEL 2 PM 12135 PHASE 1 FUTURE MASONRY WALLS AT WA TER WELL SI TE TO BE CONSTRUCTED AT THE TIME OF WATER WELL SITE DEVELOPMENT OR WITH DEVELOPMENT OF PARCEL 2 OF PM 12135-1, WHICHEVER OCCURS FIRST. NOTE: ALL STATIONING IS PER STREET CENTERLINE, AND OFFSETS ARE TO BACK OF WALL. AP ANGLE POINT GB GRADE BREAK BC BEGINNING OF CURVE LS LANDSCAPE CL CENTERLINE MAX MAXIMUM CLR CLEAR MIN MINIMUM CONC CONCRETE PL PROPERTY LINE CONS'T CONSTRUCTION POA PROPERTY OWNER'S ASSOC. CONT CONTINUOUS OC ON CENTER CTR CENTER R/W RIGHT-OF-WAY EC END OF CURVE TF TOP OF FOOTING FG FINISHED GRADE TP TOP OF PILASTER FTG FOOTING TW TOP OF WALL a a ° a' 4 a. a v a ° a. 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A a R/W c % v O v ° ' O a Z °Z Z N- J Y PARCEL 2 PM 11838 PHASE 3 REMAINDER OF PARCEL 1 PM 11838 PHASE 1 48+p0 - - 49+00 STA. 49+30.84 EXISTING SUMP FENCING ALONG BOL THOUSE DRIVE TO BE REMOVED TO FACILITATE WALL CONSTRUCTION, AND RE -USED AT SUMP - 50+pp Q.. 2' EXPANSION AREA. EXISTING SUMP ACCESS GATE TO BE REINSTALLED UPON COMPLETION !- OF MASONRY WALL CONSTRUCTION. ---� - a a c. a v a. 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PILASTER CAP a F'' r2 24' r5.17' 5.83' 2 13' 6' (GA TE O OPENING) Z oc Qr-o O O O O U z (zi o U �N N W <:S U oC 0) (3-3 Q Q Q cn LW co Lo cf)U Lo QJ O Pll d CTFR 58.00 57.50 57.. 00 56.50 56.00 55.50 55.00 54.50 54.00 53.50 53.00 52.50 52.00 51.50 51.00 50.50 50.00 49.50 49.00 48.50 48.00 PARCEL 5 PM 12061 f HORIZ: 1" = 20' VERT: 1 " = 2.5' 0 �OFESS/ ��# o t X11' C 974 xp. 12/31 /16 `r> CIVIL �Q OF CAL\F 5'.4--I213 5 cy.Z W ag Q Lf CL a (f) Z wp Lr) v) N m��o �z Qul z Q O� � J w J U Lu Z O Lu oC Lu Q O Z DRAWN BY: K. MacNeill DATE: 07/14/2015 ACAD FILE: PM-12135-Walls.dwg SHEET: 3 �OF 4 SHEETS r WEST MING SPECIFIC PLAN MITIGATION MEASURES: 5.1.B.1. ALL CONSTRUCTION ACTIVITIES AND OPERATIONS SHALL COMPLY WITH LOCAL ZONING CODES, AND DISTRICT REGULATION VIII (RULES 8011-8081), AND IMPLEMENTATION OF ALL OTHER CONTROL MEASURES AS STATED IN GAMAQI. 5.3.A.2 A PRE -CONSTRUCTION SURVEY SHALL BE CONDUCTED PRIOR TO SITE GRADING TO SEARCH FOR ACTIVE KIT FOX DENS. THE SURVEY SHALL BE CONDUCTED NOT MORE THAN 30 DAYS PRIOR TO THE ONSET OF CONSTRUCTION ACTIVITIES IN AREAS SUBJECT TO DEVELOPMENT TO DETERMINE THE NECESSITY OF DEN EXCAVATIONS. MONITORING AND EXCAVATION OF EACH KNOWN SAN JOAQUIN KIT FOX DEN WHICH CANNOT BE AVOIDED BY CONSTRUCTION ACTIVITIES SHALL BE REQUIRED. NOTIFICATION OF WILDLIFE AGENCIES OF RELOCATION OPPORTUNITY PRIOR TO GROUND DISTURBANCE IN AREAS OF KNOWN KIT FOX DENS SHALL BE REQUIRED. EXCAVATIONS SHALL EITHER BE CONSTRUCTED WITH ESCAPE RAMPS OR COVERED TO PREVENT KIT FOX ENTRAPMENT. ALL TRENCHES OR STEEP -WALLED EXCAVATION GREATER THAN THREE FEET DEEP SHALL INCLUDE ESCAPE RAMPS TO ALLOW WILDLIFE TO ESCAPE. EACH EXCAVATION SHALL CONTAIN AT LEAST ONE RAMP, WITH LONG TRENCHES CONTAINING AT LEAST ONE RAMP EVERY 0.25 -MILE. SLOPE OF RAMPS SHALL BE NO STEEPER THAN 1:1. ALL PIPES, CULVERTS OR SIMILAR STRUCTURES WITH A DIAMETER OF FOUR INCHES OR GREATER SHALL BE KEPT CAPPED TO PREVENT ENTRY OF KIT FOX. IF THEY ARE NOT CAPPED OR OTHERWISE COVERED, THEY WILL BE INSPECTED PRIOR TO BURIAL OR CLOSURE TO ENSURE NO KIT FOXES, OR OTHER PROTECTED SPECIES, BECOME ENTRAPPED. ALL EMPLOYEES, CONTRACTORS, OR OTHER PERSONS INVOLVED IN THE CONSTRUCTION OF THE PROJECT SHALL ATTEND A TAILGATE SESSION INFORMING THEM OF THE BIOLOGICAL RESOURCE PROTECTION MEASURES THAT WILL BE IMPLEMENTED FOR THE PROJECT. THE ORIENTATION SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST AND SHALL INCLUDE INFORMATION REGARDING THE LIFE HISTORY OF THE PROTECTED SPECIES, REASONS FOR SPECIAL -STATUS, A SUMMARY OF APPLICABLE ENVIRONMENTAL LAW, AND MEASURES INTENDED TO REDUCE IMPACTS. A REPORT SUMMARIZING THE DATE, TIME, AND TOPICS OF THE "TAILGATE" SESSION, LIST OF ATTENDEES AND IDENTIFICATION OF QUALIFIED BIOLOGISTS CONDUCTING SESSION SHALL BE SUBMITTED TO THE PLANNING DIRECTOR WITHIN 10 DAYS OF THE "TAILGATE" SESSION. ALL FOOD, GARBAGE, AND PLASTIC SHALL BE DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE SITE TO MINIMIZE ATTRACTING KIT FOX OR OTHER ANIMALS. 5.3.A.4. IF SITE GRADING IS PROPOSED DURING THE AVIAN NESTING SEASON (FEBRUARY TO SEPTEMBER), A FOCUSED SURVEY FOR AVIAN NESTS SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST PRIOR TO GRADING ACTIVITIES IN ORDER TO IDENTIFY ACTIVE NESTS IN AREAS POTENTIALLY IMPACTED BY PROJECT IMPLEMENTATION. IF CONSTRUCTION IS PROPOSED TO TAKE PLACE DURING THE NESTING SEASON (FEBRUARY TO SEPTEMBER), NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 -FEET OF AN ACTIVE NEST UNTIL THE YOUNG HAVE FLEDGED (AS DETERMINED BY A QUALIFIED BIOLOGIST). HABITAT CONTAINING NESTS THAT MUST BE REMOVED AS A RESULT OF PROJECT IMPLEMENTATION SHALL BE REMOVED DURING THE NON -BREEDING SEASON (OCTOBER TO JANUARY). PRECONSTRUCTION SURVEYS SHALL INCLUDE A SURVEY FOR BURROWING OWL. IF ACTIVE BURROWING OWL BURROWS ARE DETECTED OUTSIDE OF BREEDING SEASON (SEPTEMBER 1 THROUGH JANUARY 31), PASSIVE AND/OR ACTIVE RELOCATION EFFORTS MAY BE UNDERTAKEN IF APPROVED BY CDFG AND USFWS. IF ACTIVE BURROWING OWL BURROWS ARE DETECTED DURING BREEDING SEASON (FEBRUARY 1 THROUGH AUGUST 31), NO DISTURBANCE TO THESE BURROWS SHALL OCCUR IN ACCORDANCE WITH THE MIGRATORY BIRD TREATY ACT. 5.4.A.1. ARCHAEOLOGICAL MONITORING BY A QUALIFIED ARCHAEOLOGIST AND A NATIVE AMERICAN MONITOR SHALL TAKE PLACE DURING CONSTRUCTION ACTIVITIES AT THE LOCATIONS OF THE 10 CULTURAL SITES AND 26 ISOLATES THAT WERE PREVIOUSLY RECORDED ON THE SITE WITHIN THE PROJECT SITE. THE ARCHAEOLOGIST SHALL PREPARE A SUMMARY REPORT OF THE MONITORING ACTIVITIES AND FINDINGS. THE REPORT SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT AND OTHER APPROPRIATE AGENCIES WITHIN 10 DAYS OF COMPLETION OF MONITORING. IF THE QUALIFIED ARCHAEOLOGIST DOES NOT FIND EVIDENCE OF THE PREVIOUS RECORDED SITES, THEN ARCHAEOLOGICAL MONITORING BY A QUALIFIED ARCHAEOLOGIST AND A NATIVE AMERICAN MONITOR SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES AT THE LOCATIONS OF THE 10 CULTURAL SITES AND 26 ISOLATES THAT WERE PREVIOUSLY RECORDED ON THE SITE WITHIN THE PROJECT SITE. THE ARCHAEOLOGIST SHALL PREPARE A SUMMARY REPORT OF THE MONITORING ACTIVITIES AND FINDINGS. THE REPORT SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT AND OTHER APPROPRIATE AGENCIES WITHIN 10 DAYS OF COMPLETION OF MONITORING. THE ARCHAEOLOGICAL MONITOR SHALL ATTEND A PRE -GRADE MEETING TO EXPLAIN THE ROLE OF THE MONITOR DURING GRADING ACTIVITIES. IF CULTURAL RESOURCES ARE DETECTED WITHIN THE PROJECT AREA, THE CULTURAL RESOURCES MUST BE RECORDED USING APPROPRIATE STATE RECORD FORMS (DPR523 SERIES) AND FOLLOWING GUIDELINES IN THE CALIFORNIA OFFICE OF HISTORIC PRESERVATION'S HANDBOOK "INSTRUCTIONS FOR RECORDING HISTORICAL RESOURCES". THE ARCHAEOLOGIST WILL THEN SUBMIT TWO (2) COPIES OF THE COMPLETED DPR523 FORMS TO THE SOUTHERN SAN JOAQUIN VALLEY INFORMATION CENTER FOR THE ASSIGNMENT OF TRINOMIALS. 5.4.C.1. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER WITHIN THE PROJECT SITE. A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL CONSTRUCTION DELAY, SHALL BE ASSIGNED TO THE SITE FULL-TIME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES. SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. ALL RECOVERED FOSSILS SHALL BE PREPARED, IDENTIFIED, AND CURATED FOR DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFERRED TO AN APPROPRIATE DEPOSITORY. A SUMMARY REPORT SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD. COLLECTED SPECIMENS SHALL BE TRANSFERRED WITH A COPY OF THE REPORT TO THE REPOSITORY. 5.4.D.1. IF HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, THE KERN COUNTY CORONER'S OFFICE SHALL BE CONTACTED WITHIN 24 HOURS OF THE FIND, AND ALL WORK IN THE IMMEDIATE VICINITY SHALL BE HALTED UNTIL A CLEARANCE IS GIVEN BY THAT OFFICE AND ANY OTHER INVOLVED AGENCIES. 5.6.G.5. PRIOR TO COMMENCING CONSTRUCTION, PG&E AND/OR ANY OTHER COMPANY WITH PIPELINES RUNNING THROUGH THE AFFECTED PORTIONS OF THE PROJECT SITE SHALL BE NOTIFIED OF THE CONSTRUCTION ACTIVITY WITHIN THE CORRESPONDING EASEMENT. IF ANY PIPELINES HAVE ANY PROBLEMS, OR IF A PIPELINE IS RUPTURED DURING DEVELOPMENT, THE BAKERSFIELD CITY FIRE DEPARTMENT SHALL BE NOTIFIED. 5.6.G.6. IF DURING GRADING AND CONSTRUCTION A PIPELINE ACCIDENT OCCURS OR POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND/OR IF UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE TESTING OF THE SOIL, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED. THESE PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL, EVACUATION OF THE SITE AND/OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: THE CITY OF BAKERSFIELD, DEPARTMENT OF TOXIC SUBSTANCE CONTROL (DTSC), BAKERSFIELD CITY AND/OR COUNTY FIRE DEPARTMENT, AND THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND THE REQUIRED MEDIATION MEASURES SHALL BE IMPLEMENTED. 5.6.G.7. ALL WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUCTION ON THE PROJECT SITE. 5.8.E.1. CONSTRUCTION ACTIVITIES ASSOCIATED WITH DEVELOPMENT OF THE PROJECT SITE WILL BE REQUIRED TO BE IN CONFORMANCE WITH SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 AM TO 9 PM ON WEEKDAYS, AND BETWEEN 8 AM AND 9 PM ON WEEKENDS, WHERE CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES. 5.8.E.2. CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED IN ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING CONSTRUCTION ACTIVITIES, THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE. CONDITION 1 PRIOR TO CONSTRUCTION WITHIN 200 -FEET OF THE UPPER BANK OF THE KERN RIVER AND/OR OUTER EDGE OF ANY RIPARIAN HABITAT LOCATED ADJACENT TO THE PROJECT SITE, THE DEVELOPER SHALL CONSULT WITH THE CALIFORNIA DEPARTMENT OF FISH AND GAME TO ENSURE THAT THE FINDINGS IN THE EIR ARE STILL APPLICABLE AND NO NEW MEASURES ARE REQUIRED. HOWEVER, IF NEW INFORMATION IS FOUND THAT IDENTIFIES A POTENTIAL SIGNIFICANT IMPACT, ADDITIONAL CEQA DOCUMENTATION WILL BE REQUIRED AS OUTLINED IN SECTION 15162 OF THE CEQA GUIDELINES. THIS ADDITIONAL CEQA DOCUMENTATION MAY INVOLVE OBTAINING A STATE INCIDENTAL TAKE PERMIT PURSUANT TO SECTION 2181(b) OF THE FISH AND GAME CODE. CONDITION 2 PRIOR TO ANY DISTURBANCE ON THE PROJECT SITE THAT IS WITHIN FIVE MILES OF A POTENTIAL RAPTOR NEST TREE, THE DEVELOPER SHALL SURVEY FOR NESTING RAPTORS FOLLOWING THE SURVEY METHODOLOGY DEVELOPED BY THE SWAINSON'S HAWK TECHNICAL ADVISORY COMMITTEE (SWHA TAC, 2000), TO ENSURE THAT THE FINDINGS IN THE EIR ARE STILL APPLICABLE AND NO NEW MEASURES ARE REQUIRED. HOWEVER, IF NEW INFORMATION IS FOUND THAT DETECTS AN ACTIVE NEST OF A SWAINSON'S HAWK WITHIN FIVE MILES OF THE PROJECT SITE AND A POTENTIAL SIGNIFICANT IMPACT COULD OCCUR, ADDITIONAL CEQA DOCUMENTATION WILL BE REQUIRED AS OUTLINED IN SECTION 15162 OF THE CEQA GUIDELINES. THIS ADDITIONAL ENVIRONMENTAL DOCUMENTATION MAY INVOLVE CONSULTATION WITH CDFG. CONDITION 3 PRIOR TO GROUND DISTURBANCE ACTIVITIES, THE DEVELOPER SHALL CONDUCT TRAPPING TO CONFIRM THAT THE TIPTON KANGAROO RAT IS NOT LOCATED ON THE PROJECT SITE. HOWEVER, IF NEW INFORMATION IS FOUND THAT DETECTS THE TIPTON KANGAROO RAT ON THE PROJECT SITE, POTENTIAL SIGNIFICANT IMPACT COULD OCCUR, AND ADDITIONAL CEQA DOCUMENTATION WOULD BE REQUIRED AS OUTLINED IN SECTION 15162 OF THE CEQA GUIDELINES. THIS ADDITIONAL ENVIRONMENTAL DOCUMENTATION MAY INVOLVE CONSULTATION WITH CDFG AND UNITED STATES FISH AND WILDLIFE SERVICE. CONDITION 4 PRIOR TO GROUND DISTURBANCE ACTIVITIES, THE DEVELOPER SHALL SURVEY FOR BURROWING OWLS AND, IF BURROWS ARE FOUND, SHALL IMPLEMENT A NO -CONSTRUCTION BUFFER ZONE OF A MINIMUM DISTANCE OF 250 -FEET AROUND BURROWS, UNLESS A QUALIFIED BIOLOGIST APPROVED BY CDFG VERIFIES THROUGH NON-INVASIVE METHODS THAT EITHER: 1) THE BIRDS HAVE NOT BEGUN EGG LAYING AND INCUBATION; OR 2) THAT JUVENILES FROM THE OCCUPIED BURROWS ARE FORAGING INDEPENDENTLY AND ARE CAPABLE OF INDEPENDENT SURVIVAL, AND THAT IN THE EVENT BORROWING OWLS ARE DETECTED WITHIN THE AREA OF GROUND DISTURBANCE, PASSIVE AND/OR ACTIVE RELOCATION EFFORTS MAY BE UNDERTAKEN SUBJECT TO APPROVAL BY CDFG AND USFWS. CONDITION 5 PRIOR TO GROUND DISTURBANCE ACTIVITIES, THE APPLICANT SHALL CONSULT WITH USFWS AND CDFG, WHERE APPLICABLE, TO ENSURE THAT THE FINDINGS IN THE EIR ARE STILL APPLICABLE AND NO NEW MEASURES ARE REQUIRED. HOWEVER, IF NEW INFORMATION IS FOUND THAT IDENTIFIES A POTENTIAL SIGNIFICANT IMPACT, ADDITIONAL CEQA DOCUMENTATION WILL BE REQUIRED AS OUTLINED IN SECTION 15162 OF THE STATE CEQA GUIDELINES. THIS ADDITIONAL CEQA DOCUMENTATION MAY INVOLVE OBTAINING A USFWS 10(a)1(b) INCIDENTAL TAKE PERMIT AND/OR A STATE INCIDENTAL TAKE PERMIT PURSUANT TO SECTION 2181(b) OF THE FISH AND GAME CODE. 5 •+—j2135 i� 1, t -I ce Z � a� Q V) mWCL zLr)z� fy) ~ U N D �p �z Qz Q O0 � W J U > Q cl� W (n � a Z 0 V) W DC W Q d Z DRAWN BY: K. MacNeill DATE: 07/14/2015 ACAD FILE: PM-12135-Walls.dwg SHEET: 4 - OF 4 SHEETS