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HomeMy WebLinkAbout6.9-333n T CITY OF BAKERSFIELD PUBLIC WORKS NOTES BASIS OF BEARINGSUTILITY CONTACTS LEGEND 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY THE BEARING OF NOO'11'00"E OF THE WEST LINE OF THE SOUTHWEST QUARTER OF THE0"UT BUR GER R" ESTAO NATURAL GAS TC TOP OF CONCRETE CURB CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNTOT I N SOUTHERN CALIFORNIA GAS COMPANY BOB WALKER FS . FINISHED CONCRETE SU� � fir DIABLO MERIDIAN AS SHOWN ON AMENDED PARCEL MAP 10236, PMB 49-100-102 WAS RRFF11((����,,`� SECTION MAY BE NOTIFIED AT (661} 326-3049. USED AS THE BASIS OF BEARINGS OF THIS MAP. 404 N. TIPTON STREET (818) 701-2552 AC ASPHALTIC CEMENT PAVENfLaC� VISALIA, CA 93293 rwaiker®semprautilities.com 1(! 7 '4 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE FL FLOW LINEDEVELD " 'A1• TESTSOSHALL B E DETERMINEDIBYCONTRACTOR, THE THE CITY ENGINEER. LMBER AND LOCATION OF REQUIRED IAGE PLAN (5 9)AMY P 739-2308 FG FG FINISHED GRADE OF DIRT 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD O PUBLIC S ,BAKERSFI , 33 WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTEDPTED BENCH MARK opena40socaigas.com FF FINISHED FLOOR OF BUILDING STREET NATIONAL GEODETIC SURVEY BENCH MARK DESIGNATION A 1208 DOMESTIC WATER BS BACK OF SIDEWALK RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF KEV17521 • CITY WATER RESOURCES DEPT. TYLOR HESTER EG EDGE OF GUTTER • A® ..ss�� 1000 BUENA VISTA RD. (661) 326-3715 TE PLAN WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OFA E I • ® ® L BAKERSFIELD, CA 93311 THester�akersfeldcity.us INV. INVERT PERMIT. DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 0.4 MI E FROM FRUINALE. 1, A SANITARY SEWER GB GRADE BREAK 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE 0.4 MILE EAST ALONG STATE HIGHWAY 58 FROM VISTA WEST HIGH SCHOOL AT PERMITGRADING ®�,0000M4 CITY OF BAKERSFIELD HP HIGH POINT SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM FRUINALE, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE SIDEWALK • (fi61} 326-3249 SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING OF THE NORTH CONCRETE BRIDGE OVER CALLOWAY CANAL, 26 FEET NORTH OF WASTEWATER DIVISION TS TOP OF BERM THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 1.3 FEET WEST OF 6901 MCCUTCHEN ROAD BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. THE EAST END OF THE SIDEWALK, 1.0 FOOT SOUTH OF THE SOUTH EDGE OF THE BAKERSFIELD, CA 93313 EP EDGE OF A.C. PAVEMENT 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT SNORTH ECTION CONCRETE GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. GENERAL SITE NOTES ' STORM DRAIN t PROPERTY LINE STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS ENGINEERS ESTIMATED EARTHWORK OUANTITIES CE CENTER UNE PER CITY ENGINEER. 1. THE AREA.. OF THIS SUBJECT PROPERTY IS AS FOLLOWS: CITY OF BAKERSFIELD (661) 326-3111 ELEVATION = 399.97 FEET 1. RAW CUT (INCLUDES 200 C.Y. FOOTING EXCAVATION, STORM 1,725 CU. YDS. STREET DIVISION TW TOP OF WALL 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO NAVD 88 DATUM DRAIN AND UTILITY SPOILS). 4101.TRUXTON.AVENUE CONSTRUCTION, (DIAL 811) GROSS = 75,253 SQUARE FEET OR 1.728 ACRES. BAKERSFIELD, CA 93309 TRW TOP OF RETAINING WALL STREET EASEMENT 0 = 10,187 SQUARE FEET OR 0,234 ACRES. 2. OVEREXCAVATE THE RECOMPACTED SOIL UNDER THE NEW 1,850 CU. YDS, TF TOP OF FOOTING PRIVATE ADDRESS (NOT A TRACT) STREET EASEMENT = 827 SQUARE FEET OR 0.019 ACRES. BUILDING AND THE COVERED TRASH ENCLOSURE AREA IDENTIFIED ELECTRICAL' LEGAL DESCRIPTION SHOWN ON TITLE REPORT STREET EASEMENT 14 = 1,066 SQUARE FEET OR 0,025 ACRES. AS THE BOTTOM OF EXCAVATED PLANE (BEP) UP TO THE PAD PACIFIC GAS AND ELECTRIC ALL NEW SERVICE REQUESTS TOG TOP OF DRAIN BOX GRATE .ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE NET = 63,173 SQUARE FEET OR 1.450 ACRES, ELEVATION. (10,000 S.F.) 1918 "H" STREET (877) 743-7782 �' ,/ �' EDGE OF A.C. PAVEMENT WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS BAKERSFIELD, CA 93301 DETERMINED BY THE CITY ENGINEER. REFERENCE: FOR TITLE INSURANCE COMPANY N . OF COMMERCIAL SERVICES ALTA 2. ASSESSOR PARCEL NUMBER: 368-460-69-00-0. B. OVEREXCAVPAV THE TOP 1 FOOT OF LOOSE SOIL UNDER THE 1,825 CU. YDS. CONCENTRATED FLOW LINE COMMITMENT FOR .TITLE INSURANCE WITH A FILE N0. OF NCS -978675 -SAI DATED PROPOSED PAVEMENT AND EXTERIOR HARDSCAPE WITHIN THE OVER 1 ACRE SEPTEMBER 03; 2019 OUT OF THEIR IRVINE, CA OFFICE. TITLE OFFICER IS JEFFERY DEVELOPED SITE. (49,000 S.F.) TELEPHONE SHEET FLOW DRAINAGE PASCHAL AT 949-885-2481 (ipaschol0firstam.com). 3. EXISTING CITY ZONE: M-2 (GENERAL MANUFACTURING). 4. TOTAL CUT. 5,400 CU. YDS. AT&T CALIFORNIA DAWN SIBLEY TJHDWL TOP OF HEADWALL IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BAriERSFiFL?, G USE ENGINEERING ADMINISTRATOR ELIMINATION SYSTEM (NPDES), A 'NOTICE'. OF INTENT" (N01) TO COMPLY WITH THE TERMS OF COUNTY OF KERN, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: '• 4. GENERAL PLr", LAN:) S£ DESIGNATION: 5. RAW FILL, 90 CU. YDS. (559) 454-3387 (02.20) EXISTING ELEVATION THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION g24552@att.com - X02) - EXISTING CONTOUR ELEVATION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ PARCEL 1: 5. EXISTING LAND USE: EXISTING 1 STORY 6,006 S.F. COCO'S BAKERY AND RESTAURANT 6. SHRINKAGE OF RAW FILL USING AN ASSUMED 10% 10 CU. YDS. AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL PARCEL 4 OF AMENDED PARCEL MAP 10236, IN THE CITY OF BAKERSFIELD, BUILDING AND A 107 SPACE PAVED SURFACE PARKING LOT, SHRINKAGE LOSS, CABLE TELEVISION 02.20 PROPOSED ELEVATION BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED .FEBRUARY .27, -02- PROPOSED CONTOUR ELEVATION 1998 IN BOOK' 49, PAGE 100 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY PROPOSED LAND USE: NEW IN -N -OUT BURGER SIT DOWN RESTAURANT WITH A SINGLE 7. RECOMPACT EXISTING ONSITE SOILS FOR THE AREAS DETAILED 1,660 CU. YDS. CHARTER COMMUNICATIONS RYAN UNDSAY COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION RECORDER OF SAID COUNTY. DRIVE-THRU LANE PERMITTED IN THE CITY ZONE. IN ITEM NO. 2 ABOVE USING AN ASSUMED 10% SHRINKAGE LOSS. 4450 CALIFORNIA AVENUE, SUITE A MANAGER JF CONSTRUCTION -R- RIDGE LINE PREVENTION PLAN PUBLIC BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE BAKERSFIELD, CA 93309 (661) 205-0561 AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE 8. RECOMPACT EXISTING ONSITE SOILS FOR AREAS DETAILED IN 1,640 CU. YDS. ID INSIDE DIAMETER DISCHARGE IDENTIFICATION (WDID) NUMBER AS BEEN EXCEPTING THEREFROM A PORTION OF PARCELS A, 1, 2, 3, 4 AND 9 ALL OIL,fi. CITY PLANNER FI BE ASSIGNED WHEN PROJECT IS SUBMITTED TO THE CITY AT: GAS AND OTHER HYDROCARBON SUBSTANCES IN OR UNDER SAID LAND AND ITEM N0. 3 ABOVE USING AN ASSUMED 10% SHRINKAGE LOSS, OD OUTSIDE DIAMETER ISSUED BY THE STALE WATER RESOURCES BOARD FOR THIS P /ECT. CITY OF BAKERSFIELD PLANNING DIVISION RESERVING TO THE OWNERS THEREOF, THE RIGHT TO EXTRACT AND REMOVE THE DEVELOPMENT SERVICES BUILDING 9. TOTAL COMPACTED FILL. 3,400 CU. YDS. -G- GAS MAIN �> 5°Zlbr.�irG� SAME; PROVIDED HOWEVER, THAT NO DIGGING OR DRILLING FOR OR EXTRACTION - OR REMOVAL OF ANY OF SAID SUBSTANCESSHALLBE CONDUCTED ON, FROM OR 1715 CHESTER AVENUE THROUGH THE SURFACE OF SAID LAND NOR SHALL ANY OF SAID OPERATIONS BE BAKERSFIELD, CA 93301 10. ESTIMATED AMOUNT OF SOIL TO EXPORT FROM THE SITE.* 2,000 CU. YDS. -W- WATER MAIN GRADING NOTES CONDUCTED BELOW THE SURFACE OF SAID LAND IN SUCH A MANNER AS TO (661) 326-3733 -S- SANITARY SEWER INTERFERE WITH THE USE THEREOF BY THE UNITED STATES OR INTERFERE WITH OR *EXPORT SITE: BENA LANDFILL, 2951 NEUMARKEL, BAKERSFIELD, CA 93307 -E- UNDERGROUND ELECTRICAL CONDUIT 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND ENDANGER THE FACILITIES OF THE UNITED STATES ON SAID LAND, AS EXPECTED RECORD OWNERS STANDARDS PERTAINING THEREOF AND GEOTECHNICAL ENGINEERING INVESTIGATION IN THE ORIGINAL DECREE OF DECLARATION OF TAKING RECORDED JUNE 14, 1956 DISTURBED AREA: 1.58 ACRES T- UNDERGROUND TELEPHONE CONDUIT REPORT BY KRAZAN AND ASSOCIATES, INC: ON OCTOBER 31, 2019. IN BOOK 1710, PAGE 8 OF OFFICIAL RECORDS. AHIRA INC., A CALIFORNIA CORPORATION. -SD- STORM DRAIN NOTE: 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING ALSO EXCEPTING THEREFROM ALL OIL, GAS AND OTHER MINERALS CONTAINED THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN -CTV- UNDERGROUND CABLE TELEVISION GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, WITHIN SAID LAND AS EXCEPTED AND RESERVED IN THE QUITCLAIM DEED AND EARTHWORK QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE CONDUIT SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. AGREEMENT EXECUTED BY KERN COUNTY LAND COMPANY, A DELAWARE THE ENGINEER'S ESTIMATE ONLY. -TSC- TRAFFIC SIGNAL CONDUIT CORPORATION, RECORDED MARCH 13, 1969 IN BOOK 4256, PAGE 762 OF OFFICIAL CONSTRUCTION STAKING NOTE FLOOD ZONE INFORMATION 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH RECORDS, WHICH DEED PROVIDES AS FOLLOWS: - - NOTE: -SLC- STREET LIGHT CONDUIT APPENDIX J OF THE CALIFORNIA BUILDING CODE. ALL PROPOSED UNDERGROUND AND SURFACE SITE IMPROVEMENTS AND STRUCTURES SHALL ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE KRAZAN AND THE SUBJECT PROPERTY IS LOCATED IN "ZONE X - AREAS DETERMINED TO BE OUTSIDE EXCEPT ALL OIL, GAS AND OTHER MINERALS CONTAINED WITHIN THE PROPERTY HAVE CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING ASSOCIATES, INC. OCTOBER 31, 2019 GEOTECHNICAL ENGINEERING INVESTIGATION REPORT THE 0.2% ANNUAL CHANCE FLOODPLAIN" PER THE FEMA FLOOD INSURANCE RATE MAP WV WATER VALVE HEREINABOVE DESCRIBED, WHETHER NOW KNOWN TO EXIST OR HEREAFTER HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. PREPARED UNDER THE DIRECTION OF JAMES M. KELLOGG (RCE 65092 AND RGE 2902) AS NUMBER 06029C1825E PANEL 1825 OF 4125 DATED SEPTEMBER 26, 2008 FOR KERN WM WATER METER DISCOVERED; ALL, GAS AND OTHER MINERAL RIGHTS BELONGING OR APPERTAINING THEIR PROJECT NUMBER 112-19095. COUNTY, CALIFORNIA AND INCORPORATED AREAS. TO SAID PROPERTY; THE EXCLUSIVE RIGHT TO PROSPECT FOR, DRILL FOR, FH FIRE HYDRANT PRODUCE, MINE, EXTRACT AND REMOVE OIL, GAS AND OTHER MINERALS UPON, FLOOD ZONE DESIGNATION PROVIDED BY FEDERAL EMERGENCY MANAGEMENT AGENCY. GM GAS METER FROM AND. THROUGH SAID PROPERTY; THE EXCLUSIVE RIGHT TO INJECT IN, STORE CITY OPEN STREET PERMIT NOTE WDID NUMBER UNDER AND THEREAFTER WITHDRAW FROM SAID PROPERTY GAS AND OTHER SMH SANITARY SEWER MANHOLE MINERALS AND PRODUCTS THEREOF WHETHER PRODUCED FROM SAID PROPERTY OR AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC ELSEWHERE; THE EXCLUSIVE RIGHT TO DRILL AND OPERATE WHATEVER WELLS, WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET/ : PP POWER POLE f�f CONSTRUCT, INSTALL OPERATE, MAINTAIN AND REMOVE WHATEVER OTHER RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED .4r V Pico A 40 t ENGINEERS CERTIFICATE - SL STREET LIC! -+T FACILITIES AND DO WHATEVER ELSE MAY BE REASONABLY NECESSARY ON AND IN INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK i HEREBY CERTIFY THAT THESE PLANS AND SPECiFICAT ONS COMPLY WITH CITY OF SAID PROPERTY FOR THE FULL ENJOYMENT AND EXERCISE OF THE RIGHTS SO PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE SCO SEWER CLEANOUT EXCEPTED AND RESERVED; AND THE UNRESTRICTED RIGHT OF INGRESS TO AND PERMIT. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I SDCO STORM DRAIN CLEANOUT EGRESS FROM SAID PROPERTY FOR ALL SUCH PURPOSES; BUT GRANTOR AND IT WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC AM FOR ALL CALCULATIONS AND DRAWINGS ON PLANS AND ERRORS, SUCCESSORS AND ASSIGNS, .SHALL COMPENSATE GRANTEE AND ITS SUCCESSORS y + f v AND ASSIGNS, UPON DEMAND, FOR ANY AND ALL DAMAGES CAUSED TO RIGHT-OF-WAY TO ESTABLISH THE AMOUNT OF THE REQUIRED DEPOSIT. grit III not be 'S 5u� "k,4e 1 all OMISSIONS, OR \ABLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA IP IRON PIPE IMPROVEMENTS. AND GROWING CROPS UPON SAID PROPERTY BY THE ENJOYMENT F�>1�,.��� J SHALL BE CORRECTED DURING CONSTRUCTION.+ LP LIGHT POLE OR EXERCISE OF THE RIGHTS SO EXCEPTED AND RESERVED. SDMH STORM DRAIN MANHOLE 4 BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS n6+e d 24 5emeYT � 5 Aro we been �' '� BY QUITCLAIM DEED EXECUTED BY TENNECO WEST INC., A DELAWARE RCP REINFORCED CONCRETE PIPE � CORPORATION, SUCCESSOR TO KERN COUNTY LAND COMPANY, A DELAWARE O SET SCRIBED "+" ON TOP OF CONCRETE CURB. CLF CHAIN LINK FENCE CORPORATION, RECORDED AUGUST 26, 1978 IN BOOK 5113, PAGE 1514, OFFICIAL RECORDS, THE RIGHT TO ENTER UPON THE SURFACE AND THE UPPER 500 FEET SET 2"x2" WOOD HUB AND NAIL IN SOIL FLUSH. ICV IRRIGATION CONTROL VALVE+ill OF THE SUBSURFACE OF THE NORTHERLY 7.5 ACRES OF SAID LAND FOR AND IN THE EXERCISE OF THE RIGHTS SO EXCEPTED AND RESERVED WERE QUITCLAIMEDLCB IRRIGATION CONTROL BOX TO TENNECO REALTY DEVELOPMENT CORPORATION, ADELAWARE CORPORATION, AS C SET MAG NAIL AND FLAGGING IN A.C. PAVEMENT FLUSH. SUCCESSOR TO STOCKDALE DEVELOPMENT CORPORATION, A CALIFORNIA fl , , , n L: The GRADING PLAN as shown on this drawing is h0Mby apPraved, GP GUARD POST D SET SPIKE AND FLAGGING N S„!I_ FLUSH. CORPORATION, WHICH QUITCLAIM DEED FURTHER PROVIDES; PROVIDED HOWEVER - subjeettoanylndicated6ort8ci'ionSOraddfions. ApprovalbythePublic W!F WROUGHT IRON FENCE THAT NOTHING HEREIN CONTAINED SHALL BE DEEMED OR CONSTRUED TO I E FOUND 2" BRASS DISK WITH PUNCH MARK ON TOP OF CURB STAMPED "CALIF. DEPT. VVokc DepartmentandBuiidingDepartmentindicatesapprovalonlyas RESTRICT OR PRECLUDE THE EXERCISE OF SUCH RESERVED RIGHTS BELOW THE ROH BUILDING ROOF OVERHANG UPPER 500 FEET OF SAID LAND. OF TRANSPORTATION RP3 2006" NO REFERENCE. to design &Codes and Ordinances. Engineerforthesubdividerordevelopsr*Wlberespon- VOH VEHICLE OVERHANG BY WAIVER OF SURFACE ACCESS WAIVER AGREEMENT RECORDED SEPTEMBER 13, FOFOUND 3.5": DIAMETER BRASS DISK BENCH MARK MONUMENT STAMPED "Z 1207" sibleforaccuracyofcaicula60nsibrthisptanmWshallsubrnitacerified TSP TRAFFIC SIGNAL POLE 1995 AS INSTRUMENT NO. 95-112333, OFFICIAL RECORDS, ALL RIGHTS OF RESET :1998" IN CONCRETE PER NGS DATA SHEET DESIGNATION Z 1207 RESET. "as -graded" plan after completion of the grading. SURFACE ACCESS FOR OIL, GAS AND MINERALS DRIU.ING OR EXPLORATION FRD4 PB PULL BOX THE SURFACE OF THE EARTH TO A DEPTH OF 500 FEET BELOW THE SURFACE Q FOUND KCS CONCRETE MONUMENT WITH BRASS CAP STAMPED "KERN COUNTY APPROVED BY: EPB ELECTRICAL PULL BOX WERE WAIVED. SURVEYOR". 1-22-57" PER AMENDED PARCEL MAP 10?_36, PMS 49-100-702, DOWN lm Ill PM ELECTRIC PAD MOUNT TRANSFORMER 15 PARCEL 2: E ;ic',Alo .^. Department Date TPE TELEPHONE PULL BOX APPURTENANTS NON-EXCLUSIVE EASEMENTS FOR VEHICULAR AND PEDESTRIAN QH FOUND KCS 2" IRON PIPE WITH CONCRETE PLUG PER AMENDED PARCEL MAP 10236, q TRAFFIC PUBLIC AND PRIVATE U11UTY PURPOSES AS DEFINED IN AND PURSUANT PMB 49-100-102, DOWN 48 TMH TELEPHONE MANHOLE �� �i4� TO:.DECLARA11ON OF COVENANTS, CONDITIONS AND RESTRICTIONS AND Date TSPB TRAFFIC SIGNAL PULL BOX RESERVATIONS OF EASEMENTS RECORDED JUNE 27, 1997 AS INSTRUMENT NO.FOUND 2" IRON PIPE WITH METAL CAP AND PUNCH MARK STAMPED "RE 6640 PROP. 97-85339 OF OFFICIAL RECORDS. CDR. 1957" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, UP 12".TS PED. TRAFFIC SIGNAL PEDESTAL FOR CONVEYANCING PURPOSES ONLY: PA LANDSCAPED PLANTER AREA APN 368 -060 -69 -DO -0 .Q FOUND .%" REBAR WITH PLASTIC CAP AND PUNCH MARK STAMPED "LS 4258" PER BFD BACKFLOW PREVENTION DEVICE [NOTE: WE WOULD ALSO RECOMMEND ADDING A REFERENCE TO INSTRUMENT AMENDED PARCEL MAP 10236, PMB 49-100-102, DOWN 4". NUMBER ION,] TE TRASH ENCLOSURE 19 RECORDED APRIL 23, 1999 TO THE PARCEL 2 LEGAL K FOUND 2" IRON PIPE WITH WOOD PLUG AND NO TAG IN LIEU OF 2" IRON PIPE TAGGED DESCRIPTION:] "LS 3420" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, UP 4". CB CATCH BASIN (D RD ROOF DRAIN V FOUND 2" BRASS DISK WITH PUNCH MARK ON TOP OF CONCRETE CURB STAMPED PRS PARKING REGULATION SIGN CALIF. DEPT. OF TRANSPORTATION", NO REFERENCE. NEAH BAY DR. ODESSA CT, F,pp� �� �\ SLS SPEED LIMIT SIGN CAPE FLATTERY DR.' FSSO �� Q FOUND 2Y4" ALUMINUM CAP WITH PUNCH MARK STAMPED "BUREAU OF LAND n r Q 2J LJh - DS DIRECTIONAL SIGN MANAGEMENT' 2011 4R FKC SEC 28 T 29S R 27E" IN LIEU OF 2" IRON PIPE TAGGED � O " 11 � � a F1 "RE 6640" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, DOWN 5", 0.10' o z Fp,L{-S pR II 1\ „zFO FIBEROPTICS , SOUTH. GRANITE ' SHOFNER ST, > nll it z TR PORTABLE TRASH RECEPTACLE FOUND 2" IRON PIPE WITH CONCRETE PLUG AND TAG STAMPED "RCE 17564", NO 5 S v III II FSR FIRE SPRINKLER RISER REFERENCE, DOWN 12", 4.18' WEST. m m NORTHWEST c m z o PROMENADE o mlll �� CP CONTAINMENT PIPE GRADING AND DRAINAGE PLAN SHEET INDEX ? SHOPPING MW MONITORING WELL M CENTER. T I I RW RECLAIMED WATER NO. SHEET TITLE o I' I, " ? ROSEDALE T 1'.: s �_ RWM RECLAIMED WATER METER C1 GRADING AND DRAINAGE PLAN TITLE SHEET ' sa LLL LEASE LIMIT LINE C2 DETAIL SHEET PROJECT SITEINOB IN -N -OUT BURGER 1� C3 CITY AND SPPWC STANDARD DRAWINGS t c I } c ,-., 3Q' ?elf �lY TS TOP OF SIGN C4 DEMOLITION PLAN Y v C5 GRADING AND DRAINAGE PLAN o Im NSA NO STOPPING ANYTIME SIGN o`I 3eJ/f olo TJPED TOP OF PEDESTAL C8 SITE CROSS-SECTIONS I o BJPED BOTTOM OF PEDESTAL C7 EROSION CONTROL PLAN TITLE SHEET �IFr T� Ve/ CITY -1 C8 EROSION CONTROL PLAN X91\ \ l( COUNTY i C9 NEW SITE PLAN T`fFf��\�� i\ s� CIO SITE PLAN DETAILS �\ \ C11 TOPOGRAPHY SURVEY MAP N �q2k N C12 EXISTING SITE PLAN � �i ( , WRO C13 RECORD BOUNDARY AND EASEMENT MAPTY MAP VICINI `NOT TOSCALE , w , f� w w' REVISIONS GHA PROJECT N0. 200128 CIVIL ENGINEER: p A� R� O G GRADING PIN D DRAINAGE' DEVELOPER: Underground Service Alert � ` j -z SSL oQROFEssr II�I=IY=VUT BUI�VI'EI� ' IN -N -OUT BURGER e£Fa e rOo 0011: Toll Free Q JA �� I ENGINEERING, INC. www S' L°O� Fy T JUv X024 13502 HAMBURGER LANE �Py` °� y ��G LOWE S SHOPPING CENTER PLAN TITLE SHEET CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT x z �MEN �00%� BALDVVIN PARK, GA 91706 1 1 Architecture Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA 91773 Na• sa362 75 ROSEDALE HIGHWAY �lJJ`VJ CONTACT: CASSIE YEE d 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 1 � BAKERSFIELD CA X3308 - \� �1fI (1(�1t� TWO WORKING DAYS Suite 300 J'p O Q• UL=J VLhSV �Q PHONE: 525 $13-$226 BEFORE YOU DIG Dallas Texas 75254 iV1L t` s s Q - Ph: (972)239-8884 ' (, /J � 06-08-2020 °F CALF Fax: (972) 239-5054 MARK S. LAMOUREUX R.C.E. 38382 DATE 4 CITY RECORD NUMBER: N%03419034 [0.1' TYPICAL UNLESS NOTES NOTES 0.90" BASE ACCESS TILE COMPANY CONTRASTING OTHERWISE SHOWN COLOR DOMES WITH THE COLOR TO BE 6" 1j2" RADIUS 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS DIAMETER 7/4"� O Q . GRAY -SEE NOTE BELOW. (TYPICAL) APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC 0.1' TYPICAL UNLESS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL � 0.45" TOP" AGENCY STANDARD DRAWINGS, ALL CONCRETE SHALL BE 4,000 PSI, TYPE 11 CEMENT OTHERWISE SHOWN /14"-#3 DOWEL AT 24" O.C. 1/4" TOOLED CONCRETE SHALL BE 4,000 PSI, TYPE It CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. o DIAMETER ! UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. I 12" CONSTRUCTION JOINT ;n2 " - " Hyl BATTER ,o z TAPERED EDGES WHERE EXPOSED uim. �- 1 2 RADIUS 2 CONTROL JOINTS TO BE A MINIMUM 3/8" JOINT FELT AT 30' O.C. MAXIMUM, BCR's 6„--,.--„.,-„-.- 6" j " 2. CONTROL JOINTS TO BE A MINIMUM 3j8" JOINT FELT AT 30' O.C. MAXIMUM, BCR's AND ECR'S. o� O a #4 REBAR CONT. --� (TYPICAL) O O l INSTALL TYPE "A" JOINT SEALANT i o� AND ECR'S. PROPOSED '- o a - AT 12" O.C. MAX. _ 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK - - GRADE OF N�� 0.5% MIN. FS 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY d �! !� nFu, .'' 1 v �„�-4:12 BATTER OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED < J DIRT Ioid w AT THE TIME OF PCC PLACEMENT. SECTION A -A .27 MIN. AC ADJACENT SIDEWALK OR PCG PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. C WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACEMENT. PROP 1 x a' #4 REBAR PER 3"I PROPOSED GRADE - OF COMPACTED p'o i DETAIL "A" 4. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCC PAVEMENT. TRUNCATED DOMES DETECTABLE WARNING STRIP TO BE LANDSCAPED Ti - LL: „moi ¢ "� p MANUFACTURED BY ACCESS PRODUCTS INC. "ACCESS TILE" 4. 4" THICK C.R.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCG PAVEMENT. j w 0.5% MIN. FS 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 BATTER AND 6" �.i � � (888) 679-4022, MODEL #ACC -R -3x5 REPLACEABLE V PLANTER SOIL a 1.2% MIN. AG HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. A A (( 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 5 CAST -IN-PLACE. PROVIDE INFORMATION FOR 5 YEAR iv z BATTER AND 6" HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. / `� O . O MANUFACTURER WARRANTY. #4 REBAR CONT.J ( 3 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND v g QQ OR /2 1 IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 NOTE: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, PROP. FS OR FOOT STRAIGHT EDGE. #4 REBAR AT 18" IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE ( O DOMES SHALL HAVE A CENTER -TO -CENTER SPACING OC. MAXIMUM WHEN(_Z) rl THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. AC PAVEMENT O O O d OF BETWEEN 1.6" AND 2.4". 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION IS GREATER THAN 8O " V * N� REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN CONSTRUCTION. NOTE: WHERE DECORATIVE BOLLARD OCCURS WITHIN OPTIONAL CONSTRUCTION REQUIREMENT BY IN BURGERS. CONTRACTOR TO TO PLACING BID OR BEGINNING GO S 2.35' ! TRUNCATED DOMES, APPLY TRUNCATED DOME 0 65" SURFACE AND THEN CORE DRILL 12" DIAMETER HOLE 0 0 0 0 0" 6" 6" 8" 4" 6" 10" 9" 6" 6" 12" to" 8" 8" 16" 11" 12" 12" 24" 12" 18" 18" 36" 1 12" 24" 24" 48" 1 12" 2 -2" #4 REBAR CONT. 11' WIDE CONCRETE 1' PROPOSED IN -N -OUT BURGER BUILDING ADA ACCESSIBLE 5" �, 6„---„' 2 -8" 2'-0„ #4 REBAR CONT. h' �!` LS' it' TYPICAL OR PER PLAN NOTES \ 6" 1'-6" PROPOSED DRIVE-THRU LANE 1. CONCRETE AND RELATED MATERIALS SHALL DRIVE THRU LANE MIN. THICK CONCRETE \ ---- SIDEWALK 14"- DOWEL AT 24" O.C. 1 2" RADIUS x-14"- 3 DOWEL AT 24" O.C. J COMPLY IN ALL RESPECTS WITH ALL #3 t j2" RADIUS %PCC PAVEMENT ONLY ! TYPICAL % (PCC PAVEMENT ONLY) az! APPLICABLE SECTIONS OF THE CURRENT (TYPICAL) ! 1/ ( ) ( ) :�. #4REBAR CONT. AT. 18" O.C. MAX. �� EDITION OF THE LOCAL GOVERNING PUBLIC ! z a 1 OR AS SHOWN HEREON OR EVENLY) AGENCY STANDARD DRAWINGS. ALL CONCRETE cv \ / t #4 REBAR AT 18" O.C. , (� #4 REBAR PER 1.0% MIN. 1 SPACED FROM CENTERLINE OF SLA SHALL BE 4,000 PSI TYPE 11 CEMENT UNLESS 5" THICK CONCRETE 4 REBAR PER t� 1.0% Mth• DETAIL "A" PLACE N CENTER CF ;ACL OTHERWISE SPECIFIED BY THE ENGINEER. t°! j� # d �i t J� > PCC SLAB � � VARIES FROM I " D'cTRIL "A" i b0 CONTROL JOINTS TO BE A MINIMUM 395.13 TO 395.87TC MAX3/8" CONIC CONIC. STEM WALL T MA t% TYP. OR 17-6 1 4" JOINT FELT AT 30' D.C. MAXIMUM, BCR's AND CURB 1.6%R 395.2oFF 1% MIN. ._� :-_ 2 ' t PER PLAN TYP ECR'S, ,� 2A .. ...r. m / " TO 2% MAX. : ... _ 7 :.: • . 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. o I 77. 72 0 " S A WITH ANY ADJACENT 0 °°° 0° OO° 0"0° p n C� utiu L - INTERVAL AND LIGNED N 12 Cp CURB OR PCC PAVEMENT, HAVE A 1.5 INCH oca CONTROL "�01 z To-no O �" °�!'� F.L. AT 0.50%-)T' � MINIMUM DEPTH AND THEY SHALL BE O �g JOINT CONTROL INSTALLED AT THE TIME OF PCC PLACEMENT. 394.12PAD tao OO o MINIMUM ORuZa�u JOINT PER PLAN ni�u min DRIVE-THRU LANE 6 4. ALL SURFACES SHALL BE STRAIGHT, 4" 2'-4" 12" NOT TO SCALE O UNIFORM, FREE OF HUMPS, SAGS, 4" 2'-4"�, 12" IRREGULARITIES AND IMPERFECTIONS. UNIFORM AS REQUIRED .. SURFACES HALL NOT VARY MORE THAN AS REQUIRED 0.01' WHEN MEASURED WITH A 10 FOOT IG - NOTES VARIES (4'M!N>RUwi) __ _ .�'.,' .TYPICAL OR PER P•:.AN STRAIGHT EDGE. NOTES 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS KITH ALL APPLICABLE SECTIONS OF THE SIDEWALK '1 PROPOSED PARKING SPACESTYPICAL BUILDING SECTION 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE ( 5. REBAR SHOWN HEREON IS NOT A NOT TO SCALE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. REQUIREMENT OF THIS PERMIT, BUT IS AN 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. OPTIONAL CONSTRUCTION REQUIREMENT BY 2. CONTROL JOINTS TO BE A MINIMUM 3j8" JOINT FELT A7 30° O.C. MAXIMUM, BCR's AND ECR'S. i ,-#4 REBAR CONT. AT 18" O.C. IN -N OUT BURGER. CONTRACTOR TO VERIFY 2. CONTROL JOINTS TO BE A MINIMUM 3/8" JOINT FELT AT 30' O.C. MAXIMUM, BCR's AND ECR'S. AS SHOWN HEREON OR EVENLY INSTALLATION WITH IN -N -OUT PRIOR TO 1/4" TOOLED #4 REBAR AT 18" O.C. I SPACED FROM CENTERLINE OF SLAB 3'-0" 3, WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PLACE IN CENTER OF ( PLACING BID OR BEGINNING CONSTRUCTION. o - 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC CONSTRUCTION = PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC ( JOINT i PCO SLAB i f ( w N 6" 2'-0" 6" � PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACEMENT. 6. INSTALL "TYPE A" JOINT SEALANT IN ALL In ( PLACEMENT. 31, 1 JOINTS EXCEPT 1/4- JOINTS. SEALANT IS w0 18"4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS, 1.9% MAX. 1.9% MAX, NOT A REQUIREMENT OF THIS PERMIT, BUT IS a. 3" 1/2" RADIUS (TYP.) 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 70 FOOT STRAIGHT EDGE. TYP 0.57 MIN AN OPTIONAL CONSTRUCTION REQUIREMENT f° REBAR CONT. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. �, BY IN -N -OUT BURGERS. CONTRACTOR TOTYP.} ! �t VERIFY INSTALLATION WITH IN -N -OUT PRIOR 5. REBAR SHOWN HEREON IS. NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION !n 7. REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO _ TO PLACING BID OR BEGINNING 0,0 F.L. AT 0.50% #3 REBAR AT 12" O.C. REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION KITH IN -N -OUT PRIOR TO 4 5 m "-�° CONSTRUCTION. MINIMUM MAXIMUM (TYP.) PLACING BID OR BEGINNING CONSTRUCTION. PLACING BID OR BEGINNING CONSTRUCTION. EL 14 a �; w) { "-#3 DOWo 1 AT 24" 0.0. ���� '° 7. ALL SURFACES SHALL RECEIVE A FINE w ~ 6. INSTALL "TYPE A" .JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN 3 7 �'_ " 3,250 PSI CONCRETE BROOM FINISH. a OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH ¢�'- ( IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. �i� " SIDEWALK AND PCC PARKING 5 7 8. UPON COMPLETION OF FINISHING OPERATIONS 95% COMPACTED CLASS 2 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. ALL SURFACES SHALL BE SPRAYED WITH A -. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. NOT TO SCALE "TYPE t" CURING COMPOUND. �; �, 8 AGGREGATE BASE 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING 9WHEN SIDEWALK ABUTS ANY BUILDING OR 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING . COMPOUND. COMPOUND, TRASH ENCLOSURE ENTRANCE AND WHEN n n PCG PAVEMNT ABUTS TRASH ENCLOSURE V-8„ DETAIL D _(5)W 7 ENTRANCE INSTALL 14"-#3 DOWEL AT 24" a DETAIL nl-I°22 DETAIL 'Br' Q PCC PAVEMENT AND SIDEWALK D.C. DETAIL "E 21 CONCRETE 6'" CURB AND 24" GUTTER „ „ REFER TO NOTES ON DETAIL CONCRETE 6 CURB AND 18 GUTTER NOT To SCALE NOT TO SCALE OPEN CONCRETE DRAINAGE FLUME "B" SHOWN ON SHEET C2. NOT TO SCALE NOT TO SCALE NOTES I I � 'q � 3f 3'-0" 1. CONCRETE AND RELATED MATERIAL$ SHALL COMPLY IN ALL RESPECTS KITH i r-14"-#3 DOWEL AT 18" O.C. ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL j 'r 1'-6" 1 (PCC PAVEMENT ONLY) GOVERNING PUBLIC AGENCY STANDARD DRAWINGS, ALL CONCRETE. SHALL BE NORTH ! 1/2" RADIUS 1/2" 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. FL LID MK'ID B RADIUS i 1/4" t" OR -1/4„ I 11 2. CONTROL JOINTS TO BE A MINIMUM 3/8" JOINT FELT AT 30' O.C. MAXIMUM, JOIN 94.25 ±TC,(93.71 ±FL 0.8% MIN. FS F.L. AT 0.50% �.. r 1.1 < MIN. AG PER PLAN MINIMUM -•� BCR's AND ECR'S. ROSEDALE 10' OPEN CONCRETE HIGHWAY DRAINAGE FLUME ( 2" 7 f. 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH 6' PUBLIC SIDEWALK 4 REBAR CONT. REBAR' CONT ANY ADJACENT CURB OR PCC PAVEMENT HAVE A 1.5 INCH MINIMUM DEPTH r AND MAY BE SAWCUT. 2 27 23 �t 94.25TC 94.40FS 4' 26 7" 4. ALL SURFACES SHALL BE STRAIGH T. UNIFORM, FREE OF HUMPS, SAGS, PARKWAY DRAIN PER ( 93.47INV. 94.407 9 . OF JOIN 12 " Nl 1" 6 93.58INV. SPPWC STD. 151-2 4 11-y5% IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY 0 04��� Ow oG O MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. ` a " 4 NEW 42"x4" PKWY. DRAIN_ -' \ opCp GU 6' R° 6 0 Co 21 94.25TC,93.58TNV. I 94.40TC 93.�SF JOIN 000 O 6' io z ``bO O 0 00 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN / 1•�% a oD ! O �SD OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR / _" a" > . a o GO G o G E , .� pp " ,' _ - 4' 26.25 ^--•--y TO VERIFY INSTALLATION KITH !N -N -OUT PRIOR 70 PLACING BID OR BE.>d�R..ING E a" q ° Fill " 'qui' � T° CONSTRtiCTION- i � - 1 6. INSTALL 'TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A JOIN 94.27 ±TC, 9at.73'tFL 12" 4" 3'-2" 4" ! 12" REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION SCALE:1"=2' AS REQUIRED AS REQUIRED REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION JOIN 94.40 ± WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. n 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. n ° 384.7 F ,394.28)SCP `�!N DETAIL'G' d DETAIL �J 24 I M I 3FT. WIDE DRAINAGE SWALE 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE MODIFIED PARKWAY DRAIN �I ^ NOT TO SCALE SPRAYED WITH A "TYPE 1" CURING COMPOUND. SCALE: 1"=10' IN -N -OUT BURGER PROCEDURE FOR CONCRETE PLACEMENT 1. PRIOR TO PLACEMENT OF STEEL REINFORCEMENT, ANY ADDITIONAL MATERIALS ADDED FOR FINE GRADING MUST BE PLACED WITH THE PROPER MOISTURE CONTENT AND ROLLED/COMPACTED TO THE SATISFACTION OF THE TESTING LAB, 2. REDWOOD IS NOT ALLOWED IN THE CONCRETE, FIBER BOARD/FELT WITH A ZIP STRIP CAP SHALL BE USED AT ALL EXPANSION JOINTS. (THIS MEANS THAT THE CONCRETE MUST BE POURED IN SECTIONS BETWEEN EXPANSION JOINTS AND SET WITH FORMS, THEN THE SECTIONS BETWEEN THE POURED AREAS SHALL BE POURED (CHECKER BOARD PATTERN).) 3. ALL BROOMING (LIGHT FINISH) SHALL BE CONSISTENT IN APPEARANCE. ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS. 4. ALL SAW CUTS CONTRACTION/CONTROL JOINTS SHALL BE CUT NTH A SOFF CUT (EARLY ENTRY) SAW AND SHALL BE X7 CUTS (WIDTH) AND THEN BEVELED WITH A W BEVEL b & AFTER CUTTING THE CONTRACTION/CONTROL JOINTS, ALL SAWDUST .MUST BE SWEPT/CLEANED UP IN A TIMELY MANNER. 6. ALL HOLES FOR BOLLARDS MUST BE CORE DRILLED AND THE CONCRETE INFILL SHALL HAVE A SLIGHT DOME TO IT AND TOOLED AROUND THE EDGE. 7. TOOLING AND KEEPING THE CONCRETE EVEN WITH THE TOP OF CLEAN -OUTS, GREASE TRAP LIDS, ETC., SHALL BE PAID PARTICULAR ATTENTION. 8. IF CURING OR SEALING COMPOUND IS USED, IT SHALL BE CONSISTENT IN APPEARANCE, ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS. 9. THE FOLLOWING JOINTS SHALL BE USED IN THE BLACK CONCRETE PARKING STALLS: REFER TO CONSTRUCTION NOTES SHOWN A. AN EXPANSION JOINT SHALL BE INSTALLED AT A PARKING STALL STRIPE EVERY 27' USING A 9'-0" STANDARD STALL WIDTH. AT INTERVALS NOT TO EXCEED 30' ON CENTER. ON SHEETS C5 FOR NUMBERS IN B. A TOOLED JOINT SHALL BE INSTALLED AT EVERY PARKING STALL STRIPE NOT HAVING AN EXPANSION JOINT. - CIRCLES SHOWN ON THIS SHEET. C. ACCESSIBLE LOADING ZONE STRIPING SHALL BE CLEAR OF ANY TOOLED OR EXPANSION JOINTS WITH THESE JOINTS BEING ON THE OUTSIDE EDGE OF THE PAINTED LINES TO ASSURE CLEARANCE. REVISIONS CIVIL ENGINEER: GHA PROJECT NO. 200128 DEVELOPER: Underground Service Alert - \ r -ti MSL pROFESSJ s IN -N -OUT BURGER yyeVFORE ro�o Call: TOIL Free 0 J \�,� I ENGINEERINC, INC. ��� s' Up F2 y F� LOWE S SHOPPING CENTER 13502 HAMBURGER LANE oT a CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT c, ��$� ROSEDALE HIGHWAY BALDWIN PARK, CA 91706 - 1 1 Arch itecte�rejDevelopment 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 363x2 CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 gAIKERSFIELD CA 933Q$ � J TWO WORKING DAYS JJ�� Suite 300 `rT C/yll �Y f ® PHONE: 626 813-5226 BEFORE YOU DIG Dallas Texas 75254 �,, Jnj � � �� p qTf Og? Ph: (972) 239-8884 '"" o''^'�`'^'7 06-08-2020 OF CALj4 /'`� Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE JN 19034-19034 C2cIw VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING ! 10 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS EXCEPT 1/4 JOINTS. SEALANT IS NOT A APART MINIMUM CONSTRUCTION. REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT 3' MINIMUM -SEE PLAN THROUGH SURFACE. BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR1 * 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT BEGINNING CONSTRUCTION. - NOTE: DETECTABLE WARNING SURFACES SHALL CONTRAST OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT PEDESTRIAN PATH OF TRAVEL VISUALLY WITH ADJACENT WALKING SURFACES EITHER BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TOn n DETAIL C/ 1 5 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. TYPICAL PLAN LIGHT -ON -DARK OR DARK -ON -LIGHT. DETAIL nAn 1 2 3 PLACING BID OR BEGINNING CONSTRUCTION. "TYPE n PLANTER CURB WITH 12 WIDE CONCRETE STEP-OFF SIDEWALK 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A 1" DETAIL F Q NOTE: MATCH EXISTING DOME STRIP ADJACENT TO THE SITE CONCRETE 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. NOT TO SCALE CURING COMPOUND, WITHIN THE CENTER. TRUNCATED DOME DETAIL FOR PEDESTRIAN PLANTER CURB 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED ACCESS DETECTABLE WARNING STRIP NOT TO SCALE WITH A "TYPE 1" CURING COMPOUND. NOT TO SCALE 2 -2" #4 REBAR CONT. 11' WIDE CONCRETE 1' PROPOSED IN -N -OUT BURGER BUILDING ADA ACCESSIBLE 5" �, 6„---„' 2 -8" 2'-0„ #4 REBAR CONT. h' �!` LS' it' TYPICAL OR PER PLAN NOTES \ 6" 1'-6" PROPOSED DRIVE-THRU LANE 1. CONCRETE AND RELATED MATERIALS SHALL DRIVE THRU LANE MIN. THICK CONCRETE \ ---- SIDEWALK 14"- DOWEL AT 24" O.C. 1 2" RADIUS x-14"- 3 DOWEL AT 24" O.C. J COMPLY IN ALL RESPECTS WITH ALL #3 t j2" RADIUS %PCC PAVEMENT ONLY ! TYPICAL % (PCC PAVEMENT ONLY) az! APPLICABLE SECTIONS OF THE CURRENT (TYPICAL) ! 1/ ( ) ( ) :�. #4REBAR CONT. AT. 18" O.C. MAX. �� EDITION OF THE LOCAL GOVERNING PUBLIC ! z a 1 OR AS SHOWN HEREON OR EVENLY) AGENCY STANDARD DRAWINGS. ALL CONCRETE cv \ / t #4 REBAR AT 18" O.C. , (� #4 REBAR PER 1.0% MIN. 1 SPACED FROM CENTERLINE OF SLA SHALL BE 4,000 PSI TYPE 11 CEMENT UNLESS 5" THICK CONCRETE 4 REBAR PER t� 1.0% Mth• DETAIL "A" PLACE N CENTER CF ;ACL OTHERWISE SPECIFIED BY THE ENGINEER. t°! j� # d �i t J� > PCC SLAB � � VARIES FROM I " D'cTRIL "A" i b0 CONTROL JOINTS TO BE A MINIMUM 395.13 TO 395.87TC MAX3/8" CONIC CONIC. STEM WALL T MA t% TYP. OR 17-6 1 4" JOINT FELT AT 30' D.C. MAXIMUM, BCR's AND CURB 1.6%R 395.2oFF 1% MIN. ._� :-_ 2 ' t PER PLAN TYP ECR'S, ,� 2A .. ...r. m / " TO 2% MAX. : ... _ 7 :.: • . 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. o I 77. 72 0 " S A WITH ANY ADJACENT 0 °°° 0° OO° 0"0° p n C� utiu L - INTERVAL AND LIGNED N 12 Cp CURB OR PCC PAVEMENT, HAVE A 1.5 INCH oca CONTROL "�01 z To-no O �" °�!'� F.L. AT 0.50%-)T' � MINIMUM DEPTH AND THEY SHALL BE O �g JOINT CONTROL INSTALLED AT THE TIME OF PCC PLACEMENT. 394.12PAD tao OO o MINIMUM ORuZa�u JOINT PER PLAN ni�u min DRIVE-THRU LANE 6 4. ALL SURFACES SHALL BE STRAIGHT, 4" 2'-4" 12" NOT TO SCALE O UNIFORM, FREE OF HUMPS, SAGS, 4" 2'-4"�, 12" IRREGULARITIES AND IMPERFECTIONS. UNIFORM AS REQUIRED .. SURFACES HALL NOT VARY MORE THAN AS REQUIRED 0.01' WHEN MEASURED WITH A 10 FOOT IG - NOTES VARIES (4'M!N>RUwi) __ _ .�'.,' .TYPICAL OR PER P•:.AN STRAIGHT EDGE. NOTES 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS KITH ALL APPLICABLE SECTIONS OF THE SIDEWALK '1 PROPOSED PARKING SPACESTYPICAL BUILDING SECTION 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE ( 5. REBAR SHOWN HEREON IS NOT A NOT TO SCALE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. REQUIREMENT OF THIS PERMIT, BUT IS AN 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. OPTIONAL CONSTRUCTION REQUIREMENT BY 2. CONTROL JOINTS TO BE A MINIMUM 3j8" JOINT FELT A7 30° O.C. MAXIMUM, BCR's AND ECR'S. i ,-#4 REBAR CONT. AT 18" O.C. IN -N OUT BURGER. CONTRACTOR TO VERIFY 2. CONTROL JOINTS TO BE A MINIMUM 3/8" JOINT FELT AT 30' O.C. MAXIMUM, BCR's AND ECR'S. AS SHOWN HEREON OR EVENLY INSTALLATION WITH IN -N -OUT PRIOR TO 1/4" TOOLED #4 REBAR AT 18" O.C. I SPACED FROM CENTERLINE OF SLAB 3'-0" 3, WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC PLACE IN CENTER OF ( PLACING BID OR BEGINNING CONSTRUCTION. o - 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC CONSTRUCTION = PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC ( JOINT i PCO SLAB i f ( w N 6" 2'-0" 6" � PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACEMENT. 6. INSTALL "TYPE A" JOINT SEALANT IN ALL In ( PLACEMENT. 31, 1 JOINTS EXCEPT 1/4- JOINTS. SEALANT IS w0 18"4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS, 1.9% MAX. 1.9% MAX, NOT A REQUIREMENT OF THIS PERMIT, BUT IS a. 3" 1/2" RADIUS (TYP.) 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 70 FOOT STRAIGHT EDGE. TYP 0.57 MIN AN OPTIONAL CONSTRUCTION REQUIREMENT f° REBAR CONT. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. �, BY IN -N -OUT BURGERS. CONTRACTOR TOTYP.} ! �t VERIFY INSTALLATION WITH IN -N -OUT PRIOR 5. REBAR SHOWN HEREON IS. NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION !n 7. REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO _ TO PLACING BID OR BEGINNING 0,0 F.L. AT 0.50% #3 REBAR AT 12" O.C. REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION KITH IN -N -OUT PRIOR TO 4 5 m "-�° CONSTRUCTION. MINIMUM MAXIMUM (TYP.) PLACING BID OR BEGINNING CONSTRUCTION. PLACING BID OR BEGINNING CONSTRUCTION. EL 14 a �; w) { "-#3 DOWo 1 AT 24" 0.0. ���� '° 7. ALL SURFACES SHALL RECEIVE A FINE w ~ 6. INSTALL "TYPE A" .JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN 3 7 �'_ " 3,250 PSI CONCRETE BROOM FINISH. a OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH ¢�'- ( IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. �i� " SIDEWALK AND PCC PARKING 5 7 8. UPON COMPLETION OF FINISHING OPERATIONS 95% COMPACTED CLASS 2 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. ALL SURFACES SHALL BE SPRAYED WITH A -. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. NOT TO SCALE "TYPE t" CURING COMPOUND. �; �, 8 AGGREGATE BASE 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING 9WHEN SIDEWALK ABUTS ANY BUILDING OR 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING . COMPOUND. COMPOUND, TRASH ENCLOSURE ENTRANCE AND WHEN n n PCG PAVEMNT ABUTS TRASH ENCLOSURE V-8„ DETAIL D _(5)W 7 ENTRANCE INSTALL 14"-#3 DOWEL AT 24" a DETAIL nl-I°22 DETAIL 'Br' Q PCC PAVEMENT AND SIDEWALK D.C. DETAIL "E 21 CONCRETE 6'" CURB AND 24" GUTTER „ „ REFER TO NOTES ON DETAIL CONCRETE 6 CURB AND 18 GUTTER NOT To SCALE NOT TO SCALE OPEN CONCRETE DRAINAGE FLUME "B" SHOWN ON SHEET C2. NOT TO SCALE NOT TO SCALE NOTES I I � 'q � 3f 3'-0" 1. CONCRETE AND RELATED MATERIAL$ SHALL COMPLY IN ALL RESPECTS KITH i r-14"-#3 DOWEL AT 18" O.C. ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL j 'r 1'-6" 1 (PCC PAVEMENT ONLY) GOVERNING PUBLIC AGENCY STANDARD DRAWINGS, ALL CONCRETE. SHALL BE NORTH ! 1/2" RADIUS 1/2" 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. FL LID MK'ID B RADIUS i 1/4" t" OR -1/4„ I 11 2. CONTROL JOINTS TO BE A MINIMUM 3/8" JOINT FELT AT 30' O.C. MAXIMUM, JOIN 94.25 ±TC,(93.71 ±FL 0.8% MIN. FS F.L. AT 0.50% �.. r 1.1 < MIN. AG PER PLAN MINIMUM -•� BCR's AND ECR'S. ROSEDALE 10' OPEN CONCRETE HIGHWAY DRAINAGE FLUME ( 2" 7 f. 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH 6' PUBLIC SIDEWALK 4 REBAR CONT. REBAR' CONT ANY ADJACENT CURB OR PCC PAVEMENT HAVE A 1.5 INCH MINIMUM DEPTH r AND MAY BE SAWCUT. 2 27 23 �t 94.25TC 94.40FS 4' 26 7" 4. ALL SURFACES SHALL BE STRAIGH T. UNIFORM, FREE OF HUMPS, SAGS, PARKWAY DRAIN PER ( 93.47INV. 94.407 9 . OF JOIN 12 " Nl 1" 6 93.58INV. SPPWC STD. 151-2 4 11-y5% IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY 0 04��� Ow oG O MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. ` a " 4 NEW 42"x4" PKWY. DRAIN_ -' \ opCp GU 6' R° 6 0 Co 21 94.25TC,93.58TNV. I 94.40TC 93.�SF JOIN 000 O 6' io z ``bO O 0 00 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN / 1•�% a oD ! O �SD OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR / _" a" > . a o GO G o G E , .� pp " ,' _ - 4' 26.25 ^--•--y TO VERIFY INSTALLATION KITH !N -N -OUT PRIOR 70 PLACING BID OR BE.>d�R..ING E a" q ° Fill " 'qui' � T° CONSTRtiCTION- i � - 1 6. INSTALL 'TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A JOIN 94.27 ±TC, 9at.73'tFL 12" 4" 3'-2" 4" ! 12" REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION SCALE:1"=2' AS REQUIRED AS REQUIRED REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION JOIN 94.40 ± WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. n 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. n ° 384.7 F ,394.28)SCP `�!N DETAIL'G' d DETAIL �J 24 I M I 3FT. WIDE DRAINAGE SWALE 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE MODIFIED PARKWAY DRAIN �I ^ NOT TO SCALE SPRAYED WITH A "TYPE 1" CURING COMPOUND. SCALE: 1"=10' IN -N -OUT BURGER PROCEDURE FOR CONCRETE PLACEMENT 1. PRIOR TO PLACEMENT OF STEEL REINFORCEMENT, ANY ADDITIONAL MATERIALS ADDED FOR FINE GRADING MUST BE PLACED WITH THE PROPER MOISTURE CONTENT AND ROLLED/COMPACTED TO THE SATISFACTION OF THE TESTING LAB, 2. REDWOOD IS NOT ALLOWED IN THE CONCRETE, FIBER BOARD/FELT WITH A ZIP STRIP CAP SHALL BE USED AT ALL EXPANSION JOINTS. (THIS MEANS THAT THE CONCRETE MUST BE POURED IN SECTIONS BETWEEN EXPANSION JOINTS AND SET WITH FORMS, THEN THE SECTIONS BETWEEN THE POURED AREAS SHALL BE POURED (CHECKER BOARD PATTERN).) 3. ALL BROOMING (LIGHT FINISH) SHALL BE CONSISTENT IN APPEARANCE. ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS. 4. ALL SAW CUTS CONTRACTION/CONTROL JOINTS SHALL BE CUT NTH A SOFF CUT (EARLY ENTRY) SAW AND SHALL BE X7 CUTS (WIDTH) AND THEN BEVELED WITH A W BEVEL b & AFTER CUTTING THE CONTRACTION/CONTROL JOINTS, ALL SAWDUST .MUST BE SWEPT/CLEANED UP IN A TIMELY MANNER. 6. ALL HOLES FOR BOLLARDS MUST BE CORE DRILLED AND THE CONCRETE INFILL SHALL HAVE A SLIGHT DOME TO IT AND TOOLED AROUND THE EDGE. 7. TOOLING AND KEEPING THE CONCRETE EVEN WITH THE TOP OF CLEAN -OUTS, GREASE TRAP LIDS, ETC., SHALL BE PAID PARTICULAR ATTENTION. 8. IF CURING OR SEALING COMPOUND IS USED, IT SHALL BE CONSISTENT IN APPEARANCE, ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS. 9. THE FOLLOWING JOINTS SHALL BE USED IN THE BLACK CONCRETE PARKING STALLS: REFER TO CONSTRUCTION NOTES SHOWN A. AN EXPANSION JOINT SHALL BE INSTALLED AT A PARKING STALL STRIPE EVERY 27' USING A 9'-0" STANDARD STALL WIDTH. AT INTERVALS NOT TO EXCEED 30' ON CENTER. ON SHEETS C5 FOR NUMBERS IN B. A TOOLED JOINT SHALL BE INSTALLED AT EVERY PARKING STALL STRIPE NOT HAVING AN EXPANSION JOINT. - CIRCLES SHOWN ON THIS SHEET. C. ACCESSIBLE LOADING ZONE STRIPING SHALL BE CLEAR OF ANY TOOLED OR EXPANSION JOINTS WITH THESE JOINTS BEING ON THE OUTSIDE EDGE OF THE PAINTED LINES TO ASSURE CLEARANCE. REVISIONS CIVIL ENGINEER: GHA PROJECT NO. 200128 DEVELOPER: Underground Service Alert - \ r -ti MSL pROFESSJ s IN -N -OUT BURGER yyeVFORE ro�o Call: TOIL Free 0 J \�,� I ENGINEERINC, INC. ��� s' Up F2 y F� LOWE S SHOPPING CENTER 13502 HAMBURGER LANE oT a CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT c, ��$� ROSEDALE HIGHWAY BALDWIN PARK, CA 91706 - 1 1 Arch itecte�rejDevelopment 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 363x2 CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 gAIKERSFIELD CA 933Q$ � J TWO WORKING DAYS JJ�� Suite 300 `rT C/yll �Y f ® PHONE: 626 813-5226 BEFORE YOU DIG Dallas Texas 75254 �,, Jnj � � �� p qTf Og? Ph: (972) 239-8884 '"" o''^'�`'^'7 06-08-2020 OF CALj4 /'`� Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE JN 19034-19034 C2cIw Score Mark, i Portland Cement Concrete, see i i i /- see Note 7 _ 20' deep WSawcu£ eakened ' / Nofe 6 for concrete requirarrents Exponsrnn f- Plane Joint see Nate 7. Combirmian : 1 Curb k putter pa' Joint Sidewelki i ---------- ------ ------- Standard Detail S7-1. - 't"--' T- ECRfBCR, tip. °< Existing Concrete surfacing ° <. 7.5, US' rod, Curb Ram ° g °° 05 rad, P per ° ° fyp, 0 100"Radius Standard Detail St -70 / ��<3P '3.r5,gmrn .za 0.5' rod. ti r r r r{ • - 'tip..ZP9,'rnox Ramo Curb and !Sutter per l o _ rr rrir�.,\ \\``/rte 10.0' t}p. 6 d �`�Sa•1.. Standard Pefar? ST L ---) 30- Q Q Q Q Q Q ;.a t.D' Aggregate Base, with 959 relative 0.5' mil, " r rA r �r Getwaan /amts 4 - TT} o I tip. o l rir �`� 1�' r `s 'U - _ compacfiaz See Note 10 for regrrnrments .firIII)�,,, I I -I Expansion r It ImoP I =4 Carp f ed cement s ri 2 sack r jrl+ .r r �' Romp stapes shall meet requsemetts of CtIbans P=4 I� I ��I I said torpent slurry. 4 ° r / r 3.0' m. at infuture ------------ ° r t :... Standard Plover, current City approved edition, PATCH BV COACRE73F SUFFACE 120' j I I /r signalized ktaaech= Detached unless otherwise shown an (his detail Sidewalk 24. 0' N store Mark i 1 iI .tco{� Sawcut FAascpE aCiotlaCt Hindercombbotion------------- 60hafro Binder Sidewtak iloCast of Ramp 4.0miTYPE'S' TYPE G Top iJ .. 1� E pfLnding Area e nt -fi mn - 20%max Dete i..,-5 =mr°' ZO% 0%mUin 4.1mai urface, se Mhicts SQ Q SQ Q NOTES t'- See Note 9. Tortola see Note 4. No Trp Not Mer Asphalt (NMAJ, see Undfsfurbed material. � 20%max -e- I 1 Notes T and 70 kr rBqu6amenfs. Q Q Q Q Q Overact adsthi aveaun t LD' be nd L Al! workman and materiels shall conform to the 7 EAponson Amts shall be constructed at each side of structures Weakened Plane I 4 9 P yo shtP I I 0' min edge of axccvaton, fypical each side, applicable sections of the spetificatians sntilied State of at ands of curb reivms and at 50.0'maximum intervals Weakaaed ;toHt j ; 4.0'min. �' '4° e (! - Q• u California, Department of Tronspa-fahon, Standard plane pmts 2d deep, shr,Y7 be placed at 100' maximum intervals �%70NA-Q Aggregate Base with 59nlathe carnpacrion. See dotes i and 10 Specifications', hereaRer known as 'Standard Specdanhans', and at both sides and carter of drive approach depressions. NOTES.' fa= 4L'y' ni amenfS Q Q 0 Q Q current City approved eeltim. Eroonsim ,pints may be eliminated for extruded curb and gutter. *4.5' on all loco] streets• unless otherwise duetted by the City iEm7kieer. 1. A# workmanship and materials shall conform 8 Concrete surfaces shat/ be troweled smooth, T •' - - '� 2 A current Street Penult issued by the Cray of BakersFisid 8. Erponsfon joint Bis moteriol snap consist of prelarmed strips of Pariab7e T.5' on all arterial streets unless otherwise directed by the City Engines to the applicable sections of the specifications edged and then given a light broom f+nish. I I I I I I Compacted subgrade or 2 sock Public Works Department must accompany o!! work within the durable, nuiiliart compound that conform to the requrrerawar of S5' an all adlecior streets and on alt local streets that are entitled State of Cafifomta, Department of Immediately after {Wishing, oft exposed III -ITT I I (� I sand j cemen{ stvvy. Cit rot -of -wry the Standard 6.5, ont ll ollsdos. treet a commercial or industrial areas or as Transportation, Standard Specifications; City gh y Spe-ificattans. surfaces shall receive o uniform applicationonri of hereafter known as Standard Specifications' white pigmented curia compound conforming PATCH AdASPFiALTCFr�iEfROAI?A.�.YSd�ACE Variable otherwise duetted b the Cit En . es F 9 g P 4 3. Subgmde for Ott types of curb add gufrs shall be 3 Sections of ex?st.Ag curb and gulls being removed far Y Y 9n current City approved edition, to the requirements of the Standard Z. A current cansvutfad hue to grade and cross section and compacted reptacemanf shoR be sawavf at. the /knits of remawl as directed NOTES.' t Street Permit issued by the City of Specifications. to 90.' of maximum dry density as detemlied by A57M by the City Engines The section bang removed shall be a Bakersfield Public Works Department must 9. Expansion joints shall be constructed of NOTES: 0-1557 to a th of 5.0'below t of su 1. All workmanship and materials shot/ conform to the ! fca5le B. Expansion ;mint hiss, material Shall consist of preformed accompany all work within the Cit right-of-way. d� op bgmda minimum of SP'n tangth and sawtuts shall align. with existing pmt rF PP P Y Y g Y ends of curb returns. Weakened Atone joints, t. Att workmanship and materials shat! conform 7. Section for patches in asphalt concrete sections of the s eallootions entified 'State of Califon, iq strips of durable resr7iencompound informs to the J. Alt new curb rams shall be Case A" Where or score line. P.eptatenent shalt conform N drmznsiorr. end Location P t d that P 20'deep, shall be placed of fop and sides of to the applicable sections of the specifications surfaces shall meet the following minimum 4 Concrete for curb and gufter shall conform to the to the adpcent existing lmprarzments unless obiumse directed, Deportment of Transportatiou, Standard Speodicavons', hereafter requirements of the Standard Hosairmians existing conditions do not accommodate Case ramp slopes and as directed by the City entitled 'State of California, Deportment of requirements: requirements of the Standard SpainAcabbas for minar concrete known as Standard Spa;iBcofions, current City approved edition. 9 Sections of existing sidewalk being removed for replacement shall A' ramps, other types of ramps may be Engineer. Transportation, Standard Specifications" hereafter Local Street - 0.40' Type A or Type 8 Hot Mix min cement content 505 hi cu Concrete shall captain 10. Sections being replaced may be pound anst eastin be sowtut at the limits of removal as directed b the Cif Et . eer constructed with prior approval of the City 70. Expansion joint filler material shall consist known as Standard Specifications' ; current Cif ( ro yell. a9 9 Y Y 9m P j P Y Asphalt (NMA) airs 0.50'gggregafe base. av2tTrazt, Xan condifimn and with r 2 A current Street Permit issued by the City of Bakersfield Engineer- All new romps, g yp of reformed strips of durable resilient approved e�tivn, no ineer zs unless prior approval is obfakred nom the City P 9 prior oW be l of the City the section being rernoved shall be a min, of 5.0' in length and g p , regardless of i e, p P pp Public Walks inept must attain an all work within the shall comply with the requirements of Standard Aur=vial or Collector Street - 0.10' Type A Hot Engines Engineer. Otherwise, the ersfang concrete .droll be sawed! a ° P Y. shall co shall &I d airs zris?utg Pot ? sena dna Replacement PY q compound that conform to the requirements 5 A current Street Permit issued by the Cify of Alk Asphalt (h'MAl' over 1.0'aggregare base. City right -of --way u rl 1 Piens ABBA, A8B8, A90A and A9D8 per the of the Standard Specifications, Bakersrreld Public Works Department must minimum of patch Samm the edmz of the or as directed S,iTtrlt conform in dmznS'� ,= atafiv,: ".e cox cenr easfa7g Sp P R With prior approval of the City Engineer, the 5 nuphar �mrs shall be surtated on the side laced next to Pavement patch shalt confomr (v tune requimmanfs of standard 3. Sub ode sba'.r be cansbuttad true to grade acid cross section im ovements uniese ofhenwee directed State rd California, Department approved Traed edition on, 11. Sections of existing curb ramp being accompany all work within the City right-oi-way. P Standard Plans current City a roved edition structural section for larger areas of pavement the concrete nil shalt not ad fess than wetted airs help Gatoil ST -77. and compacted to .40%of maximum density as determined b Y nt removed for remo removal as shall be sawcet of ri Saangle shall e made parallel e and of patch may be designed per the requirements of surtag P d4' YY 70 Comtrinobar sidewalk shalt be used at intersections and bus slaps and oil current ADA requirements, unless the limits of removal as directed b the Cit right angles to the street centerline or curb line prior to Fans and subgrade shall be wafted immeelatsiy ASTM D-7557 fo a depth of 60" befaw tap of subgrada Y Y g g Section 5.3.1. t 17. Prrar to Finot alt tont; ad new curb and iter shalt be Row an all arterial and collector streets and may be used at cul-de-sacs otherwise shown on this detail. Engineer. Haircut far sections help removed I or as directed b the Cit Engineer Minimum prior .a ptacaTrcaf at cancrek, ep gutter g 9 Y 'a g tested to detect areas holding Wats Any uveas hddrng more than 4. Conaetz far sidewalk shall conform to Me requirements of and knuckles nn local sheets AU other uses of tombinafion sidewalk 4. Type and color o{ detectable rooming surface shall align with existing joint or score Jine. Patch width shot/ be 2.0'af its smartest 9. Asphaltic binder tack coot shall conform to the re uirements of Section 39 of the Standard 6. Concrete surfaces shat) be troweled smooth, edged and 0.02' of standing wafer shat be corrected the Standard Specificvfians fol mirror concrete (min, cema'rt are svb'ect to Me approval o," the City Engineer. shalt be approved prior to installation. 72. Sections of romp curb and gutter being dimension. q Content of 50516 cu Concrete chaff contain no additives 5 Subgrade for curb ramp shall be constructed replaced may be poured aga(rrst existing 4. Patches less than 20'from existing patches, Specifications. then given a 1,gif broom finish. In, mediately after frnisfing, i 1'di 7t Any deviation from standard in finish, color, of matera(s used true to rade and cross section and comp a -ted 10. See Cit y Standard Details ST -12 for french alt exposed surfaces shall revevii a complete tahom caotin 11. T e 8'curb and gutter is required mr all t of streets unless prior approval is obtained from the City 579meer. will require nor a owl from the Cit Bi freer. g P c pavement t; if in good condition and with prior edge of pavement or gutferfinedion curb shall 9 yP 9u ml he C eq F pPr Y 4 backfill and compaction requirements and 5T-13 re white pigmented tori compound conformm fa the unless another t is e asst permitted b the Gt Engineer. to AST of maximum dry density as deeow top approval a the City Engineer. Otherwise, the ex enlarged to include the remaining area of for roadway g p aggregate P gm n4 P g � � xP Y F Y Y 9 5 Timber forms shall be surfaced an the sale ted next fo the 12 Transitions. rn sidewalk types must be approved by fhz b A57M D tv57 to a depth of 6.0' below to y sub rade compaction, a reaate requirements sins be the Standard Spetifa cBong 71re urd este Y P P existing pavement shalt be concrete a minimum existing pavement. base and NMA requirements concretz and shalt be not less than 1.5° thick ager 5e%ng Cify Engines of subgrade. of 2.0'from the edge of concrete or as 5. Multiple areas, less than 2.0'a orf. � surfacer shalt be kqr£ moist until the curing compound is 12 ripe 'Ldidn and gulls may be permitted by the City Engines g P t shalt be 11. Patches in concrete streets overlaid with r soar to Forms and subgmde shall be wetted immediately re in stems f consWefran shalt comply with current B. Concrete for curb tang shall conform to the directed. Pavement etch shalt conform to combined into arta continuous patch as directed cppred in private svbalvissiaais PY P asphalt concrete shad meet the requirements for prior loplacement of concrete. requuemenis for ADA. requirements of the Standard Specifications for the requirements of Cify Standard ST-tt- by the City Engineer. � 6 Concrete surfaces shall be boweled smooth, edged and minor concrete (min. cement content of 505 b. Concrete for patches in concrete surface Patches in asphalt concrete streets. DAM- zrns then given a light broom finish. lmmeamtsity offer interning, DATE zots Ib/cu yd). Concrete shall Contain no additives w.r< �9 streets shall conform to the requirements of the Dice pt9 alt e used surfaces shall receive a complete, uniform roofin unless prior approval is obtained from the City Standard Specifications. The cementitious STANDARD °R""JCu/EW P g STANDARD m""" Engineer. °° " cu/Sw material content of the concrete must be at STANDARD JCU1aw of white pigmental wring compound confarmmg to the Jcu/aro 9' STANDAR D CURB & GUTTER "a`�, SfgndaM Specifrcations Conerefe surface shall be kit 1 cNeDwm 7. Timber farms shatl be surfaced on the side oisewm least 590 Jb/cu yd. Concrete shalt contain no T !� seam COMBINATION SIDEWALK S LESH placed next to the concrete and shall not be s NSS LSH additives unless prior approval is obtained from PAVEMENT i PATCH 2 � TYPES "B" & "C" snvE moist Until the ouhng compound is applied �IX CURB RAM P less than 1.5' thick after being surfaced. Was the City Engineer. N.ts Susi �SCALE N.Ts 7. Expansion joints shall be comitatcfed of each side of sr�T oT's Forms and subgrade shall be wetted immediately � swsc wD. �� seer ND. sbvcfures at cads of curb returns and at 60' max mrtervals- prior to placement of concrete. OF BAKEF09 CITY OF BAKERSMELD ST -1 Weakened plane pacts, 20' deep, shall be placed at 10.0' LCJTY OF BAK63SPI®_D ST -5 CITY FIR ST -10 CITY OF B B3S ST -11 C IA intervals with 025' deep score marks at 50' intervals CALIFORNIA CALFORNA ENm+F£R IA PUBt1C WORKS DEPARTMENT nm EUCaEER PUBLIC WORKS DEPARTMENT crtr oruu� LIC 'WORKS DEPARTMENT' 6vDNE&¢ PUBUC WORKS DEPARTMENT E E o E HINGE COVER AT 24' gz INLET INLET RECTANGULAR OF FRAME (600 mm o-1 TYPE 2 TYPE 1 �ERPER PIPE PER _ NOTE 8 PLANS E 24' E -Fz?i o (600 m SECTION A' 4* NOTES R n:. 0. INLET TYPE 2 SE 1. FLOOR OF BOX SHALL BE TROWELED SMOOTH. - °- NOTE 81 i0" B 2. IF THE TOE OF SLOPE IS ALLOWED W9THIN THE RJW, INLET TYPE 1 BAR (250 0 ±•`t BEGINS AT THE TO'. RATHER. THAN AT THE R/W LINE. 25 6- 75 mm) MIN (16 mm) 1 3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND 1� �- � � v (150 mm) THE R/W UNE IS NOT REQUIRED WHEN BACK. OF WALK IS 24" (600 mm) (® r"m BL E3 B SECTION TOR MORE O THE R/W LINE IN LITHE NE IN EVENT. HOWEVER, THE PIPE SHALL EXTEND DETAIL OF ANCHOR INLET TYPE 1 _ 4. TOP 4F INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT CURB FACE- 3 CURB FACE SURFACE WHERE. PRACTICAL. ANCHOR 75 mm) FL FLI 5 HEADED1160 mm, 25 mm 5 CHD AD). ATTACHED BY A FULL E (16 xEPENETRATION BUTT .WELD .MAY BE USED. AS AN ALTERNATE. ANCHOR., POINT M POINT N POINT P POINT Q 6, NORMAL CURB FAC' AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. A 7. THE 3" (75 mm) LEG OF THE 5f8" (16 mm) DIA ANCHORS SHALL PLAN BE PARALLEL TO THE TOP OF SIDEWALK. 70' {3000 mm} I S 10' (3000 mm8. SLOPE = 2.07. ) ° TO GRADE LINE AS SIZ SHOWN ON PROFILE TOP OF CUM TOP OF CURB FL FL POINT P POINT Q POINT M POINT N PROFILE GALVANIZED STEEL SIDEWALK ANGLE FINISH S. INCHES mm J BAR SPACING 127 300 Y 240 18' 450 7' 240 24' 600 Y 240 30° (7501 7' 240 36' 900 7' 240 42' 1050 6' 210 48' 1200 5' 180 54 1350 6-1 225 60' 1500 5' 180 66' 1650 4' t eo 72 1800 3-i 120 FOR S = 30' (750 Worn) AND LESS, VISE2 m •eAT1 ANCHORS OTHERWSE, USE 3 ANCHORE x12 rSEE NOz S . mi FOR S = 48' (12W mm) AND tE55. I"(100mm) (10 mm} 4. ..,.f?: mm) 8 = aUSE 2-11t)ey,318 200 mm 150 mm) GALVANIZED 51Efl. AN(pE51a9.5) TO SECTION A -A OPT' OTNEP11Z B = e (100. mm}USE 3cP MATCH -tj2"x3'xiJ2' EXISTING (89x76x12.7) GALVANIZED STEL ANGLE Eo Ficl Wry J BARS ARE J3 (JIGM). ° E S b' mm N i mm 010 ' CdA m BARS 1 E E SECTION B -B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED By lire STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PUBLIC s STANDARDS LNG GREPARKWAY DRAIN vx+eoDK Gw curteB 151- 2 151-2 °°= PARKWAY DRAIN r� �v ,e% 2D09 USE WTH STAN ARD SPECIFICATIONS FOR. PUBLIC WORKS CONSTRUCTION SHEET i OF 2 SHEET 2 OF REVISIONS GHA PROJECT NO. 200128 s CIVIL ENGINEER: 1NwsNee0UT BURGER CITY AND SPPWC DEVELOPER: Underground Service Alert I \t j r--,_ I MSL a� ESSI IN -N -OUT BURGER ysEF°oe ratio Call: Toll Free Q f o 1 ENGINEERING, INC. y���5 ��Fy� LOWE'S SHOPPING CENTER 13502 HAMBURGER LANE Gq� A CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT ' �" 7885 ROSEDALE HIGHWAY STA DRAWINGS �Ho�o �� BALDWIN PARK, CA 91706 � • 1 1 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 � CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 E3IERSI=IELD, CA 93308 TWO WORKING DAYS Suite 300 /J `1'T C/vtl `17aD U M PHONE: 626 813-82226 BEFORE YOU DIG Dallas Texas 75254 Q Ph: (972) 239-8884 I ' (d't/'L /J (,7(�vV7o'r NY 06-08-2020 OF CA1-1� Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE D T' ( II li AT&T FO d J 481 ~ ii RIGHT TURN M 'ST TURN RIGHT SIGN 6n 12 ala x I ' f E T TALL "SPARKq[N CAR CENTER' MCI$ $IC `3952 P; _ N 94.23),. 5C PG&E E 0 o I I 12-� TSC_ � I (aJ J U >' :-< Co ¢ oo ° I IL y 00 VARIESI 10 i ( a o i it i ' G. EX. 25 WIDE �I ( i DR W" WW%3 -X S LL) 1 Q ¢ NOR EDGE"t AN TALL " GCO'S 1 �, BAKE v - RE TAURAN I ;) sz OF i; or 24" GUT] i i r o � o a Uj d '~i 'T �I' e„ I � f �Lj 11 i N 25' z %I .-7/ al iI 70 c2 la � z 3.5 a z _v \39470 SG'ND 4 - DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDWIN CONTACT: : CASSI YEE CONTACT: GASSIE YEE PHONE: 626 813-8226 I EPB l 223g34d i SPEED ((C=HIT 50 �IGN-_ I. 1 1 27 :ALL SD AP.dLiNG IMAGE CAR WASH" BUILDING �790. ROSEDALE HWY- .APN:3=8 060-7G i N0I *29'28"E 101 m 3 TALL CMU BLOCK WALL z DO NOT ENTER", ' 101a "WRONG WAY", t m PRS SIGNS l 1 15 � 103 T`^^ LAWN RAMI uz� 101 102 ' - 13 VARIES 7� Z I�� Z��I�Z 394.90 SSCP e I iii/' Ii v�-i/�,�'v�-, I: % % N l LAWN ru c 63.1' N rn 0 i0� ; 28' TALL "COCO'S BAKERY } _co=ol J I ~�W� T '- AND RESTAURANT BUILDING k- 1031 I 6,006 S F T (394�.97)FIF TO (395 04)FF 1 pu'�i�� _ I EX. 3T WIDE rrOz.a DRWY WS Y--� I EEI i07 -�3' TALL TSF 2-n--REC. 24"RCP SD- �I (l Qry I N >. 8"FVC W IN! 14" STEI r � I al iI 70 c2 la � z 3.5 a z _v \39470 SG'ND 4 - DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDWIN CONTACT: : CASSI YEE CONTACT: GASSIE YEE PHONE: 626 813-8226 I EPB l 223g34d i SPEED ((C=HIT 50 �IGN-_ I. 1 1 27 :ALL SD AP.dLiNG IMAGE CAR WASH" BUILDING �790. ROSEDALE HWY- .APN:3=8 060-7G i N0I *29'28"E 101 m 3 TALL CMU BLOCK WALL z DO NOT ENTER", ' 101a "WRONG WAY", t m PRS SIGNS l 1 15 � 103 T`^^ LAWN RAMI uz� 101 102 ' - 13 VARIES 7� Z I�� Z��I�Z 394.90 SSCP e I iii/' Ii v�-i/�,�'v�-, I: % % N l LAWN ru c 63.1' N rn 0 i0� ; 28' TALL "COCO'S BAKERY } 2"BFp '- AND RESTAURANT BUILDING k- 1031 I 6,006 S F T (394�.97)FIF TO (395 04)FF 1 108. !. 109 7985 ROSEDALE HWY APN: 368-06'D-69 I Y--� �¢ 3: Z m EEI i07 -�3' TALL TSF a 3 0 Qry I E METAL LID LABELED ,. , SEWER" WITH ELEC. _ .2"PAL:l'i - - - -ROH__ -0-__ - _ m m WIRING INSIDE, TYP. 1 m d: a: j di W' W i M M; o 13TALL CAR REC. !NV. AT 0.5% DETAILING CANOPY i 0 0 m m o a 10' SQUARE , CONCRETE z^ COL. (TYP.) FEEDER - n LINE w z omL- ag =� a v D w� o 0 0 c� wi ago a j "I o r cni Ta a, w c' a S c! =+"E =c�- AROH- o--- oI a�-PGaE to� � � F 0 o 103 oon i 108 a;a T n GG 0 EC.A o 103 a BUSH REC.NV. AT 0.5% - ___Fl IT jut I N .... � , 4w.. � i a �I o i .� o ;- �r� O ( o; 1 a 703 CONC. 103 o aI E o E E a 102 -I L J� II I MOWSTRIP GALLON GI-, "-'�, ? \ 102 .11 cW� r P2'!TREE7 of L :3 '-`---�• Jsl. ` zim �t � 108 m I� 101 °�.� �1� \ REC. INV. AT 0.59 } z �� 8"°VCS ' 18a 394.28 SCP M N01'17'00"E _J WV ,}'13822 [ _ 2"BFD F ULLB065)SCP OF DIRT �! ,==,_�9'TALL "FRIANT-KERN CANAL" MON. SIGN oN C EX. 36' WIDE CONC. GRWY W%3' -X S LI COFFEE ROAD (PUBLIC STREET) Underground Service Alert ��e�ro�E rano C0ll: Toll Free P c 811 TWO WORKING DAYS BEFORE YOU DIG REVISIONS L 0 °a A _71 110 L ( V <r I 112 l ! OPE T.E. o Z! 1 I o T 270.68'1 271.89' 0 0 � PRIVATE ENGINEER GENERAL DEMOLITION NOTES i 7g, 1. THE HOURS OF ONSITE DEMOLITION SHALL BE UNITED TO BETWEEN 7:OOAM TO 6:OOPM MONDAY THROUGH FRIDAY,�• A AND BETWEEN 10:00 AM AND 5:00 PM ON SATURDAY, EXCEPT VMTH PERMISSION FROM THE CITY OF BAKERSFIELD BUILDING OFFICIAL. 2. ALL DEMOUT':ON WORK SHALL BE IN ACCORDANCE WITH THE ORD.NANICES, REGULATIONS AND APPLICABLE CODES OF TI -IE CITY OF BAKERSFIELD, AND A51PH THE LATEST EDFION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS i^ \, \\.� CONSTRUCTION. s 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN N w I THIS PLAN. ff \\\ 4. IF ANY UNKNOWN SUB -SURFACE STRUCTURE IS ENCOUNTERED DURING DEMOLITION, IT SHOULD 8E BROUGHT TO THE o JJ ATTENTION OF THE CITY OF BAKERSFIELD, THE SUPERVISING CIVIL ENGINEER AND THE PROJECT MANAGER FOR J IN -N -OUT BURGER, INC. PRIOR TO PROCEEDING WITH THE WORK. 5. DUST SHALL BE CONTROLLED BY WATERING. ro 6. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT WATER METER FROM THE CALIFORNIA WATER SERVICE AND THE METER SHALL BE USED AT ALL TIMES WHEN WATER IS BEING J OBTAINED FROM A CALIFORNIA WATER SERVICE FIRE HYDRANT. v , / \ 7. THE LOCATION AND PROTECTION OF ALL UTILITIES AND SURVEY MONUMENTS OF EVERY NATURE, WHETHER OR NOT g THEY ARE SHOWN ON THESE DRAWINGS, ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND SURVEY MONUMENTS THAT HAVE BEEN 79, DAMAGED OR DESTROYED DURING DEMOLITION. 8. ALL ONSITE IMPROVEMENTS WHICH ARE TO BE REMOVED OFFSITE SHALL BE PROPERLY HANDLED AND DISPOSED OF IN COMPLIANCE WITH EXISTING CITY, COUNTY, STATE AND FEDERAL GUIDELINES AND REGULATIONS. r 9 OF COMMENCEMENT OFNTRACTOR SHALL CONSTRUCTION, FOR NEXISTING TACT EUTN�RLOCATIONS. THE CONTRACTOGROUND SERVICE ALERT. R IS REQUIRED TO THOURS IN AKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES OF RECORD NOT SHOWN ON THIS 1 105 DRAWING. 104 LOC 10 ADEQUATE BARRICADESLIGHTS, FLAGMEN, SHALL BE TDAS NSOFIED IN MANUAL PUB ISHEDBYE THE STATE OF CALIFORNIA DEPART DEVICES DN THE 1 i AND THE CITY OF BAKERSFIELD. 11. EXISTING CITY AND COUNTY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE DEMOLITION OPERATIONS. THE STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY, AS NECESSARY, TO MAINTAIN SAFE a HA2 PEDESTRIAN AND VEHICULAR PASSAGE AT ALL TIMES. 0 \ 3 12. ANY MODIFICATIONS OF OR CHANGES IN APPROVED DEMOLITION PLANS MUST BE APPROVED BY THE CITY OF !! Q� o ? nb BAKERSFIELD, AND THE SUPERVISING ENGINEER AND OWNER. \ � �U <0 13. A COPY OF THE DEMOLITION PERMIT AND APPROVED DEMOLITION PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. 7� �o ° 14. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION `� _ OPERATIONS,. AS DIRECTED BY THE SUPERVISING ENGINEER, IN -N -OUT BURGER, OR GOVERNING AUTHORITIES. o LAWN n�ryP RETURN ADJACENT AREAS TO THE CONDITION EXISTING PRIOR TO START OF WORK. 0 15. CONTRACTOR IS REQUIRED TO OBTAIN A DEMOLITION PERMIT AND UTILITY DISCONNECTION PERMITS FROM THE CITY OF BAKERSFIELD AND UTILITY COMPANIES PRIOR TO COMMENCING ANY DEMOLITION WORK. �j ESTIMATED GUAANNTITTIIE DEMOLITION CONSTRUCTION NOTES i 55,050 S.F. 1101 SAV,"dCUT AND REV,0ir ONSITE A.C. PAVEMENT (ASSUME 4" THICK) AND AGGREGATE BASE (ASSUME 3" �4• THICK„ CONCRETE CURB, CONCRE L CURB AND GUTTER, CONCRETE PAVEMENT AND CONCRETE -.3n \\ SIDEWALK FROM THE S6AND HAVE ST RECYCLED OFFSITE. SMOOTH OUT DIRT Td A. UNIFORM \ CONDiT60N AFTER DEMOLITION WORK i.. COMPLETED. SITE IS TO BE LEFT CLEAN. l I 6,425 S.F. 102 REMOVE FROM THE SITE ALL DEBRIS, VEGETATION, MAJOR ROOT SYSTEMS, RUBBISH AND OTHER LAt"�NI MATERIALS RESULTING FROM THE DEMOLITION WORK AND SITE CLEARING OPERATIONS OF LANDSCAPE 1 \ AREAS AND DISPOSE OF IN A LEGAL MANNER. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. G; 'ro ----- 103 REMOVE FROM THE SITE EXISTING UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN LINES r AND IMPROVEMENTS IN CONFLICT WITH THE PROPOSED GRADES OR IMPROVEMENTS. ABANDON ALL OTHER EXISTING UTILITIES AND STORM DRAIN LINES IN PLACE UTILITY IMPROVEMENTS TO INCLUDE BUT NOT BE LIMITED TO POWER, LIGHT POLES, TELEPHONE, NATURAL GAS, DRAIN PIPES, SANITARY \ SEWER, WATER, IRRIGATION, AND CABLE TELEVISION TO A POINT 2' FROM THE PERIMETER PROPERTY UNE OR AS SHOWN HEREON. ALL WORK TO BE DONE IN CONFORMANCE WITH CITY, COUNTY AND U11UTY COMPANY REQUIREMENTS, RECORDED DEPTH AND LOCATION OF CAPPED -OFF UTILITIES FOR 3 FUTURE USE BY THE OWNER AND/OR IN -N -OUT BURGERS, SHALL BE PROVIDED TO THE PROJECT o� `,•� \, ENGINEER AND VERIFIED BY THE THE PROJECT ENGINEER, PRIOR TO ANY BACKFILLING OF UTILITY \ CAPS. OBTAIN APPROVAL FROM UTILITY PROVIDER PRIOR TO REMOVAL OF EXISTING UTILITIES. rg' 105 ----- 104 CONTRACTOR TO VERIFY WITH THE OWNER AND IN -N -OUT BURGER ALL SITE FEATURES TO BE DEMOLISHED AND REMOVED FROM THE SITE (INCLUDING LIMITS OF WORK) AND THE OWNERSHIP OF g' SAID IMPROVEMENTS PRIOR TO COMMENCING WORK. 1 ----- 105 PROTECT IN PLACE PRIVATE OFFSITE IMPROVEMENTS. ? ` : LOC ----- 106 PROTECT IN PLACE PUBLIC OFFSITE IMPROVEMENTS. N 24 EA. 107 REMOVE FROM THE SITE TREE, LIMBS AND ITS R00T SYSTEM. ----- 8 PROTECT IN PLACE UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN ONES AND 10 IMPROVEMENTS. 101 6,020 S.F. 109 DEMOLISH AND REMOVE FROM THE SITE THE EXISTING SINGLE STORY BUILDING INCLUDING THE �=. EE CONCRETE SLAB AND FOOTINGS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO COMMENCING WORK. ALL EXISTING ASBESTOS MUST BE REMOVED IN A LEGAL MANNER BY A CONTRACTOR LICENSED TO a HANDLE ASBESTOS MATERIALS PRIOR TO STARTING BUILDING DEMOLITION WORK. SMOOTH OUT SOIL 3 TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. a 1 EA. 110 DEMOLISH AND REMOVE OPEN TRASH ENCLOSURE STRUCTURE AND CONCRETE SLAB. y 1 EA. 111 SALVAGE AT&T CALIFORNIA TELEPHONE VAULT FOR INSTALLATION AS SHOWN ON SHEET C17. 1 EA. 112 SALVAGE CHARTER COMMUNOATIONS CABLE TELEVISION PULL BOX FOR INSTALLATION AS SHOWN ON rrr -LOC SHEET C77. J ` 105 1 EA. 113 REMOVE EXISTING "COCO'S BAKERY" MONUMENT SIGN FOOTING AND ALL RELATED UTILITIES. 1,375 S.F. 114 SAWCUT, AS INSTRUCTED BY CITY ENGINEERING, AND REMOVE OFFSITE A.C. PAVEMENT (ASSUME 4" THICK) AND AGGREGATE BASE (ASSUME 3" THICK), CONCRETE CURB AND GUTTER, CONCRETE SIDEWALK UNDERDRAIN AND CONCRETE SIDEWALK FROM THE SITE AND HAVE IT RECYCLED OFFSITE. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. 1 EA. EE INSPECT LOCATION, CONFIGURAT"N AND CONDITION OF EXISTING IRR. SERVICE AND BACKFLOW ASSEMBLY AS AN ALTERNATIVE OPTION FOR THE PROPOSED IRRIGATION SERVICE. REMOVE AND ABANDON EXISTING SERVICE IMPROVEMENTS AS DEEMED NECESSARY. 50 L.F. 116 SANDBLAST TO REMOVE EXISTING 1' WIDE CROSS WALK STRIPING. NOTE: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S ESTIMATE ONLY. CANAL_ PARTIAL LEGEND OMITS OF ONSITE AND OFFSITE DEMOLITION FOR NEW SITE IMPROVEMENTS CONSISTING OF THE FOLLOWING: -�`--- �� 62,044 SQ. FT. (1.42 ACRES) ONSITE 2,058 SQ. FT. (0.05 ACRES) OFFSITE PUBLIC TE CONSTRUCTION STAKING NOTE ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND STRUCTURES SHALL HAVE CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. CITY ENCROACHMENT NOTE CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING WITH ANY WORK WITHIN THE ADJACENT PUBLIC STREETS OR ANY ONSITE CITY EASEMENT. GHA PROJECT NO. 200128 CIVIL IENGINEER: EL ®� 0� iYl3� �� QROFS "Y! Ilk ENGINEERIN C. INS. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 Na. 38 82 a 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 �k Suite 300 CIVtL Na4 Dallas Texas 88972) 239- 4 Ph(""�" �'�+ � /O�"�"�'1 06-08-2020 fi OF CA1-tiF� Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE 4,778 SQ. FT. {0.71 ACRES) OFFSITE PRIVA 68,880 SQ. FT. (1.58 ACRES) TOTAL z Z O20 ONSITE TREES PLUS 4 OFFSITE TREES, ROOTS AND LIMBS TO BE REMOVED PER CITY TREE REMOVAL X PERMIT FOR A TOTAL 4F 24 TREES. (\��j��/ j -E-T-3FW'-XF ABANDON IN PLACE EXISTING UNDERGROUND UTILITY AND S70RM DRAIN PIPE WHICH ARE NOT IN -X-S-*CTV*- CONFLICT WITH THE NEW SITE IMPROVEMENTS OR REMEDIAL GRADING, PROJECT NORTH TRUE NORTH REFER TO THE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS DESCRIPTIONS SHOWN ON SHEET 0 10 20 40 60 C1 AND C13. 10 REFER TO SIMPLIFIED PLOTTABLE EASEMENT DESCRIPTIONS SHOWN ON SHEETS Cl GRAPHIC SCALE LQC INOB LIMITS OF PROPOSED CONSTRUCTION. SCALE: 1"=20' C-----� IN=N=OUT BURGEREMUCI LITI LOWE'S SHOPPING CENTER 7985 ROSEDALE HIGHWAY BAKERSFIELD, CA 93308 C4 Z_x w� p•3 �¢ 3: Z m 3;� I 3 0 w V U Z <cw of FRIANT '- KERN PRIVATE ENGINEER GENERAL DEMOLITION NOTES i 7g, 1. THE HOURS OF ONSITE DEMOLITION SHALL BE UNITED TO BETWEEN 7:OOAM TO 6:OOPM MONDAY THROUGH FRIDAY,�• A AND BETWEEN 10:00 AM AND 5:00 PM ON SATURDAY, EXCEPT VMTH PERMISSION FROM THE CITY OF BAKERSFIELD BUILDING OFFICIAL. 2. ALL DEMOUT':ON WORK SHALL BE IN ACCORDANCE WITH THE ORD.NANICES, REGULATIONS AND APPLICABLE CODES OF TI -IE CITY OF BAKERSFIELD, AND A51PH THE LATEST EDFION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS i^ \, \\.� CONSTRUCTION. s 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN N w I THIS PLAN. ff \\\ 4. IF ANY UNKNOWN SUB -SURFACE STRUCTURE IS ENCOUNTERED DURING DEMOLITION, IT SHOULD 8E BROUGHT TO THE o JJ ATTENTION OF THE CITY OF BAKERSFIELD, THE SUPERVISING CIVIL ENGINEER AND THE PROJECT MANAGER FOR J IN -N -OUT BURGER, INC. PRIOR TO PROCEEDING WITH THE WORK. 5. DUST SHALL BE CONTROLLED BY WATERING. ro 6. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT WATER METER FROM THE CALIFORNIA WATER SERVICE AND THE METER SHALL BE USED AT ALL TIMES WHEN WATER IS BEING J OBTAINED FROM A CALIFORNIA WATER SERVICE FIRE HYDRANT. v , / \ 7. THE LOCATION AND PROTECTION OF ALL UTILITIES AND SURVEY MONUMENTS OF EVERY NATURE, WHETHER OR NOT g THEY ARE SHOWN ON THESE DRAWINGS, ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND SURVEY MONUMENTS THAT HAVE BEEN 79, DAMAGED OR DESTROYED DURING DEMOLITION. 8. ALL ONSITE IMPROVEMENTS WHICH ARE TO BE REMOVED OFFSITE SHALL BE PROPERLY HANDLED AND DISPOSED OF IN COMPLIANCE WITH EXISTING CITY, COUNTY, STATE AND FEDERAL GUIDELINES AND REGULATIONS. r 9 OF COMMENCEMENT OFNTRACTOR SHALL CONSTRUCTION, FOR NEXISTING TACT EUTN�RLOCATIONS. THE CONTRACTOGROUND SERVICE ALERT. R IS REQUIRED TO THOURS IN AKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES OF RECORD NOT SHOWN ON THIS 1 105 DRAWING. 104 LOC 10 ADEQUATE BARRICADESLIGHTS, FLAGMEN, SHALL BE TDAS NSOFIED IN MANUAL PUB ISHEDBYE THE STATE OF CALIFORNIA DEPART DEVICES DN THE 1 i AND THE CITY OF BAKERSFIELD. 11. EXISTING CITY AND COUNTY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE DEMOLITION OPERATIONS. THE STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY, AS NECESSARY, TO MAINTAIN SAFE a HA2 PEDESTRIAN AND VEHICULAR PASSAGE AT ALL TIMES. 0 \ 3 12. ANY MODIFICATIONS OF OR CHANGES IN APPROVED DEMOLITION PLANS MUST BE APPROVED BY THE CITY OF !! Q� o ? nb BAKERSFIELD, AND THE SUPERVISING ENGINEER AND OWNER. \ � �U <0 13. A COPY OF THE DEMOLITION PERMIT AND APPROVED DEMOLITION PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. 7� �o ° 14. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION `� _ OPERATIONS,. AS DIRECTED BY THE SUPERVISING ENGINEER, IN -N -OUT BURGER, OR GOVERNING AUTHORITIES. o LAWN n�ryP RETURN ADJACENT AREAS TO THE CONDITION EXISTING PRIOR TO START OF WORK. 0 15. CONTRACTOR IS REQUIRED TO OBTAIN A DEMOLITION PERMIT AND UTILITY DISCONNECTION PERMITS FROM THE CITY OF BAKERSFIELD AND UTILITY COMPANIES PRIOR TO COMMENCING ANY DEMOLITION WORK. �j ESTIMATED GUAANNTITTIIE DEMOLITION CONSTRUCTION NOTES i 55,050 S.F. 1101 SAV,"dCUT AND REV,0ir ONSITE A.C. PAVEMENT (ASSUME 4" THICK) AND AGGREGATE BASE (ASSUME 3" �4• THICK„ CONCRETE CURB, CONCRE L CURB AND GUTTER, CONCRETE PAVEMENT AND CONCRETE -.3n \\ SIDEWALK FROM THE S6AND HAVE ST RECYCLED OFFSITE. SMOOTH OUT DIRT Td A. UNIFORM \ CONDiT60N AFTER DEMOLITION WORK i.. COMPLETED. SITE IS TO BE LEFT CLEAN. l I 6,425 S.F. 102 REMOVE FROM THE SITE ALL DEBRIS, VEGETATION, MAJOR ROOT SYSTEMS, RUBBISH AND OTHER LAt"�NI MATERIALS RESULTING FROM THE DEMOLITION WORK AND SITE CLEARING OPERATIONS OF LANDSCAPE 1 \ AREAS AND DISPOSE OF IN A LEGAL MANNER. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. G; 'ro ----- 103 REMOVE FROM THE SITE EXISTING UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN LINES r AND IMPROVEMENTS IN CONFLICT WITH THE PROPOSED GRADES OR IMPROVEMENTS. ABANDON ALL OTHER EXISTING UTILITIES AND STORM DRAIN LINES IN PLACE UTILITY IMPROVEMENTS TO INCLUDE BUT NOT BE LIMITED TO POWER, LIGHT POLES, TELEPHONE, NATURAL GAS, DRAIN PIPES, SANITARY \ SEWER, WATER, IRRIGATION, AND CABLE TELEVISION TO A POINT 2' FROM THE PERIMETER PROPERTY UNE OR AS SHOWN HEREON. ALL WORK TO BE DONE IN CONFORMANCE WITH CITY, COUNTY AND U11UTY COMPANY REQUIREMENTS, RECORDED DEPTH AND LOCATION OF CAPPED -OFF UTILITIES FOR 3 FUTURE USE BY THE OWNER AND/OR IN -N -OUT BURGERS, SHALL BE PROVIDED TO THE PROJECT o� `,•� \, ENGINEER AND VERIFIED BY THE THE PROJECT ENGINEER, PRIOR TO ANY BACKFILLING OF UTILITY \ CAPS. OBTAIN APPROVAL FROM UTILITY PROVIDER PRIOR TO REMOVAL OF EXISTING UTILITIES. rg' 105 ----- 104 CONTRACTOR TO VERIFY WITH THE OWNER AND IN -N -OUT BURGER ALL SITE FEATURES TO BE DEMOLISHED AND REMOVED FROM THE SITE (INCLUDING LIMITS OF WORK) AND THE OWNERSHIP OF g' SAID IMPROVEMENTS PRIOR TO COMMENCING WORK. 1 ----- 105 PROTECT IN PLACE PRIVATE OFFSITE IMPROVEMENTS. ? ` : LOC ----- 106 PROTECT IN PLACE PUBLIC OFFSITE IMPROVEMENTS. N 24 EA. 107 REMOVE FROM THE SITE TREE, LIMBS AND ITS R00T SYSTEM. ----- 8 PROTECT IN PLACE UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN ONES AND 10 IMPROVEMENTS. 101 6,020 S.F. 109 DEMOLISH AND REMOVE FROM THE SITE THE EXISTING SINGLE STORY BUILDING INCLUDING THE �=. EE CONCRETE SLAB AND FOOTINGS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO COMMENCING WORK. ALL EXISTING ASBESTOS MUST BE REMOVED IN A LEGAL MANNER BY A CONTRACTOR LICENSED TO a HANDLE ASBESTOS MATERIALS PRIOR TO STARTING BUILDING DEMOLITION WORK. SMOOTH OUT SOIL 3 TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. a 1 EA. 110 DEMOLISH AND REMOVE OPEN TRASH ENCLOSURE STRUCTURE AND CONCRETE SLAB. y 1 EA. 111 SALVAGE AT&T CALIFORNIA TELEPHONE VAULT FOR INSTALLATION AS SHOWN ON SHEET C17. 1 EA. 112 SALVAGE CHARTER COMMUNOATIONS CABLE TELEVISION PULL BOX FOR INSTALLATION AS SHOWN ON rrr -LOC SHEET C77. J ` 105 1 EA. 113 REMOVE EXISTING "COCO'S BAKERY" MONUMENT SIGN FOOTING AND ALL RELATED UTILITIES. 1,375 S.F. 114 SAWCUT, AS INSTRUCTED BY CITY ENGINEERING, AND REMOVE OFFSITE A.C. PAVEMENT (ASSUME 4" THICK) AND AGGREGATE BASE (ASSUME 3" THICK), CONCRETE CURB AND GUTTER, CONCRETE SIDEWALK UNDERDRAIN AND CONCRETE SIDEWALK FROM THE SITE AND HAVE IT RECYCLED OFFSITE. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS TO BE LEFT CLEAN. 1 EA. EE INSPECT LOCATION, CONFIGURAT"N AND CONDITION OF EXISTING IRR. SERVICE AND BACKFLOW ASSEMBLY AS AN ALTERNATIVE OPTION FOR THE PROPOSED IRRIGATION SERVICE. REMOVE AND ABANDON EXISTING SERVICE IMPROVEMENTS AS DEEMED NECESSARY. 50 L.F. 116 SANDBLAST TO REMOVE EXISTING 1' WIDE CROSS WALK STRIPING. NOTE: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S ESTIMATE ONLY. CANAL_ PARTIAL LEGEND OMITS OF ONSITE AND OFFSITE DEMOLITION FOR NEW SITE IMPROVEMENTS CONSISTING OF THE FOLLOWING: -�`--- �� 62,044 SQ. FT. (1.42 ACRES) ONSITE 2,058 SQ. FT. (0.05 ACRES) OFFSITE PUBLIC TE CONSTRUCTION STAKING NOTE ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND STRUCTURES SHALL HAVE CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. CITY ENCROACHMENT NOTE CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING WITH ANY WORK WITHIN THE ADJACENT PUBLIC STREETS OR ANY ONSITE CITY EASEMENT. GHA PROJECT NO. 200128 CIVIL IENGINEER: EL ®� 0� iYl3� �� QROFS "Y! Ilk ENGINEERIN C. INS. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 Na. 38 82 a 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 �k Suite 300 CIVtL Na4 Dallas Texas 88972) 239- 4 Ph(""�" �'�+ � /O�"�"�'1 06-08-2020 fi OF CA1-tiF� Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE 4,778 SQ. FT. {0.71 ACRES) OFFSITE PRIVA 68,880 SQ. FT. (1.58 ACRES) TOTAL z Z O20 ONSITE TREES PLUS 4 OFFSITE TREES, ROOTS AND LIMBS TO BE REMOVED PER CITY TREE REMOVAL X PERMIT FOR A TOTAL 4F 24 TREES. (\��j��/ j -E-T-3FW'-XF ABANDON IN PLACE EXISTING UNDERGROUND UTILITY AND S70RM DRAIN PIPE WHICH ARE NOT IN -X-S-*CTV*- CONFLICT WITH THE NEW SITE IMPROVEMENTS OR REMEDIAL GRADING, PROJECT NORTH TRUE NORTH REFER TO THE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS DESCRIPTIONS SHOWN ON SHEET 0 10 20 40 60 C1 AND C13. 10 REFER TO SIMPLIFIED PLOTTABLE EASEMENT DESCRIPTIONS SHOWN ON SHEETS Cl GRAPHIC SCALE LQC INOB LIMITS OF PROPOSED CONSTRUCTION. SCALE: 1"=20' C-----� IN=N=OUT BURGEREMUCI LITI LOWE'S SHOPPING CENTER 7985 ROSEDALE HIGHWAY BAKERSFIELD, CA 93308 C4 m :aaaw fill o, . 9 9 huF sEVL, 24.618 s 4. 4' (9 4)L:D _ 4.67 FS 25 0 � 3_5' 11' c� ~OWO n�ao 0=ate �oce- Ua Z < o q 37' WIDE W 3 S II O Res RNRIGHT SIGN E!X_ 7' TALL "SPARKLING CAP. CENTER" MO$ SIGN 50.00' vi i o� m �� �i ✓ y I II I SEE DETAIL "C"jC5 � 1 l 1 DETAIL wC'/C5 l SCALE 1"=10' ( ( 1� 11' 11' ?0' _ i 25' ( P 94.71 B 94.698 i. CO l 94.60)TC to VA RIES 94.13 FL 10 a W 25' :NIDE W73 --X S Wo �y--,� 394.90)SCF i?=` 94.60'7( (94 C,6)F 94.6965 VJ X w 95.38T/PE) 94 88T 94.38FL,6 ,92.086 PED 95.01 T PED.94.51 TC 92.088 P D LOC - WL 95.2iT PE094.71TC 92.086 PED 94.52 TC Il A/C6 j T. 95.41T ,PED 94.91 TC g 2 086 PED ®( III l fir/ 9! wj Ii (I �l� PED 196127 95.62TC � I n I I ' 'O 95.i2FLi92.086 PED w N � � � I ( �94.548` o 94.45)TC a ro L�, N � (93.92)FL Uz , / l aLd 95.47LPED 95.P4D C .94 86 Oa: �J Z 1 -m EX. 6" CURB AND I25' z 24" GUTTER 94.47BS I ``94.38)TCI. (93.84`FLI 94.4�F 28 PG&E 4 4FS I I 10 94.376 (93.I4)FL 1 I I 1 I SEE DEA "J"jC{i2 NEW 42"x4" PKWY. DRAT - ( f 49 .25TC,93.581NV. _ rQ I II ! i I it N2 3k.5QW 1 li SPEED LIMIT IIS l 50 SIGN ,I �t4.38 TC g3.84)FL 'I N II q. I li i<r� I i I! Rani � 11" � 11_ I, 0, � 1125''{' li '1 5, 11' 11' �, 1 �l V f=J iI v i ;3�m di N 394.707SOiP� a' F z z z Z PROJECT NORTH TRUE NORTH - 0 10 20 40 60 GRAPHIC SCALE SCALE: 1'=20' DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDWIN PARK, CA 06 CONTACT: CASSE YEE 111�amUM�12Q PHONE: 626813-8226 COFFEE ROAD (PUBLIC STREET) T 27 _L "SPARKLING !MAGE TA' I CAR WAS -I B.,:" LD:fvG c 7 SIC -'. R CED ALE HWY. 11 APN:368-060-70 �1 o *A L73TC L23FL .9 TC aacSII 05TC S5FS gEP j , I i 29 rs� Wog T a H � Ib�I I NI rn n rn � kk :m p vIv ri n 31S LLi Q29 0 J /'' 9 1 VEED ER 13 UNO PM wu d ii I I j I � 955 0 c� ~OWO n�ao 0=ate �oce- Ua Z < o q 37' WIDE W 3 S II O Res RNRIGHT SIGN E!X_ 7' TALL "SPARKLING CAP. CENTER" MO$ SIGN 50.00' vi i o� m �� �i ✓ y I II I SEE DETAIL "C"jC5 � 1 l 1 DETAIL wC'/C5 l SCALE 1"=10' ( ( 1� 11' 11' ?0' _ i 25' ( P 94.71 B 94.698 i. CO l 94.60)TC to VA RIES 94.13 FL 10 a W 25' :NIDE W73 --X S Wo �y--,� 394.90)SCF i?=` 94.60'7( (94 C,6)F 94.6965 VJ X w 95.38T/PE) 94 88T 94.38FL,6 ,92.086 PED 95.01 T PED.94.51 TC 92.088 P D LOC - WL 95.2iT PE094.71TC 92.086 PED 94.52 TC Il A/C6 j T. 95.41T ,PED 94.91 TC g 2 086 PED ®( III l fir/ 9! wj Ii (I �l� PED 196127 95.62TC � I n I I ' 'O 95.i2FLi92.086 PED w N � � � I ( �94.548` o 94.45)TC a ro L�, N � (93.92)FL Uz , / l aLd 95.47LPED 95.P4D C .94 86 Oa: �J Z 1 -m EX. 6" CURB AND I25' z 24" GUTTER 94.47BS I ``94.38)TCI. (93.84`FLI 94.4�F 28 PG&E 4 4FS I I 10 94.376 (93.I4)FL 1 I I 1 I SEE DEA "J"jC{i2 NEW 42"x4" PKWY. DRAT - ( f 49 .25TC,93.581NV. _ rQ I II ! i I it N2 3k.5QW 1 li SPEED LIMIT IIS l 50 SIGN ,I �t4.38 TC g3.84)FL 'I N II q. I li i<r� I i I! Rani � 11" � 11_ I, 0, � 1125''{' li '1 5, 11' 11' �, 1 �l V f=J iI v i ;3�m di N 394.707SOiP� a' F z z z Z PROJECT NORTH TRUE NORTH - 0 10 20 40 60 GRAPHIC SCALE SCALE: 1'=20' DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDWIN PARK, CA 06 CONTACT: CASSE YEE 111�amUM�12Q PHONE: 626813-8226 COFFEE ROAD (PUBLIC STREET) T 27 _L "SPARKLING !MAGE TA' I CAR WAS -I B.,:" LD:fvG c 7 SIC -'. R CED ALE HWY. 11 APN:368-060-70 �1 o *A L73TC L23FL .9 TC aacSII 05TC S5FS gEP j , I i Is �I VACANT LOT - APN 452-060-'41 m; o.. lI a, I .1218 a H � Q rU-� Y "� O M a r OIC LLi M W -f,rs J /'' 9 1 VEED ER 13 5 TC 6)FL PM wu d ii I I j I � 955 0 l 5 (i 3E A I = I16• PF II On i c� ~OWO n�ao 0=ate �oce- Ua Z < o q 37' WIDE W 3 S II O Res RNRIGHT SIGN E!X_ 7' TALL "SPARKLING CAP. CENTER" MO$ SIGN 50.00' vi i o� m �� �i ✓ y I II I SEE DETAIL "C"jC5 � 1 l 1 DETAIL wC'/C5 l SCALE 1"=10' ( ( 1� 11' 11' ?0' _ i 25' ( P 94.71 B 94.698 i. CO l 94.60)TC to VA RIES 94.13 FL 10 a W 25' :NIDE W73 --X S Wo �y--,� 394.90)SCF i?=` 94.60'7( (94 C,6)F 94.6965 VJ X w 95.38T/PE) 94 88T 94.38FL,6 ,92.086 PED 95.01 T PED.94.51 TC 92.088 P D LOC - WL 95.2iT PE094.71TC 92.086 PED 94.52 TC Il A/C6 j T. 95.41T ,PED 94.91 TC g 2 086 PED ®( III l fir/ 9! wj Ii (I �l� PED 196127 95.62TC � I n I I ' 'O 95.i2FLi92.086 PED w N � � � I ( �94.548` o 94.45)TC a ro L�, N � (93.92)FL Uz , / l aLd 95.47LPED 95.P4D C .94 86 Oa: �J Z 1 -m EX. 6" CURB AND I25' z 24" GUTTER 94.47BS I ``94.38)TCI. (93.84`FLI 94.4�F 28 PG&E 4 4FS I I 10 94.376 (93.I4)FL 1 I I 1 I SEE DEA "J"jC{i2 NEW 42"x4" PKWY. DRAT - ( f 49 .25TC,93.581NV. _ rQ I II ! i I it N2 3k.5QW 1 li SPEED LIMIT IIS l 50 SIGN ,I �t4.38 TC g3.84)FL 'I N II q. I li i<r� I i I! Rani � 11" � 11_ I, 0, � 1125''{' li '1 5, 11' 11' �, 1 �l V f=J iI v i ;3�m di N 394.707SOiP� a' F z z z Z PROJECT NORTH TRUE NORTH - 0 10 20 40 60 GRAPHIC SCALE SCALE: 1'=20' DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDWIN PARK, CA 06 CONTACT: CASSE YEE 111�amUM�12Q PHONE: 626813-8226 COFFEE ROAD (PUBLIC STREET) T 27 _L "SPARKLING !MAGE TA' I CAR WAS -I B.,:" LD:fvG c 7 SIC -'. R CED ALE HWY. 11 APN:368-060-70 �1 o *A L73TC L23FL .9 TC aacSII 05TC S5FS gEP j , I i tNy. 94 4Irn v rnr J J ._,__(395) .1218 a H � Q rU-� Y "� O M a r OIC O K J W M W -f,rs M i N01*29'28 E � 9 1 VEED ER 13 5 TC 6)FL PM wu m $i - mol � 955 0 l 5 (i 3E tNy. 94 4Irn v rnr POi i - .I II .1218 rnlrn FS 0- m rowdy Poar 20FS. ai SEE DETAIL "B"/C5 1 VEED ER 13 9. FG co PM wu m $i 8 P- -- � 955 0 l 5 (i 3E A I 9 n `y II On i I oa2Cf3z 1 .I N N olus W J a J ul 1 13' TALL CAR ! �w- a' I v i DETAILING CANOPY w I 7 ° 0 0 0 i I CONCRETE 10" SQUARE COL. (TYP.) -1 0A7u ° oO o 0 O a ml z.-�'I�"``� � M d � i(O ' � J r M r I M rn Sioi z o 16 i m diM a °� �Mrn o�m �Z' Iw-� � � ---. i .zioi �-�. o " `0 313.42' tNy. 94 4Irn v rnr BEP .I II .1218 rnlrn FS �i rn �wE;m a� 51E-ur 70TC I US rowdy Poar 20FS. ai SEE DETAIL "B"/C5 J VEED ER 13 9. FG co PM 05T m $i 8 P- -- � 955 0 l 5 (i 3E Y Y '-ROtt- wl 'V3 a M 14.63FS z p ov DLn ci cwnwrnrn w o w w 6 §� A'/C6 ®�� d W C3 Oa a � m i I i a � 5 95.20FS -- - !l 195.87TC �CUSTOMEk -R' �95.37FS ENTRANCE t'-- 95.23FF' PICK-UP 95.20FS1 1.6% 'WINDOW T/SLAB / - 95.59TC � 95.09FS 3652 FF 3FF TO jjj 395.2 W, 95.51TC 394.12PAD 395 5 0 F 389.2 - 1 OBEP __ � rr 3 w T \, W V G 1 5N38TC� �o LN- � ¢ v>) �-' 95 -ft - 1'6 L - S 1 o F 23 4.72LID 3`0 (93.72)SMH�) m�r. 94.3FG rn� =W� WV t -� ,g3.30FL N01'17"00"E 1n 93.., FG' •f his' 13822 \ o VCM BOX 394.65)SCP ��* o- a OF DIRT 9' TALL "FRIANT KERN a; CANAL" MON. SIGN Colo w'I 1..36' WIDE COPNC, m IA T - KERN'-"., CANAL 30 DRAINAGE EASEMENT TO THE CITY PER INST, NO. RECORDED 2020. 31 PEDESTRIAN EASEMENT TO THE CITY PER INST. NO. RECORDED 2020, Underground Service Alert BEFORE ya Call: Toll Free 4rY o �O v I v7 411 TWO WORKING DAYS BEFORE YOU DIG REVISIONS A A A " - USD5 394- ---VOH--------- I 20 ' [.55PAM 1 I N h l Q .I II rnlrn ) �i rn �wE;m a� 51E-ur rowdy Poar J n ) <= a) A I 9 n II On i I II 1 .I N N olus (393) 1 CONSTRUCTION STAKING NOTE QLIANTmES GRADING AND DRAINAGE PLAN CONSTRUCTION NOTES IMPROVEMENTS AND STRU TURES SHALL HAVE ALL PROPOSED UNDERGROUND AND SURFACEC 1,215 L.F. at CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED PROFESSIONAL ENGINEER PROVIDING HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL 65 L.F. O2 CONSTRUCT VARYING HEIGHT CURB FACE TRANSITION PER DETAIL "A" SHOWN ON SHEET C2. CONTRACTOR TO BUILD FROM. 130 L.F.CONSTRUCT 0" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. 4 R ,,.EE I/ z 25' S h 2.88 TO 885 L.F. " CONCRETE CURB AND 18" GUTTER OVER 6" MINIMUM THICK 95% (9 ¢ 9F.36,AC BASE OVER �� O4 BASE OVER 6C0 COMPACTED CLASS 2 AGGREGATE Ii Jd 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT (EAST 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" MINIMUM THICK SCARIFIED '93.40)TC ` j i ©> 2 NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT COMPACTED TO AT ® 92.97 TC ro 4' 3.75)TC (92.91 )FL ( LEAST 95% OF ITS MAXIMUM DENSITY PER DETAIL "B" SHOWN ON SHEET C2. z 92.43,AC w i 3.34)FS � LAWN ! 9317 TG � W � iI ? 92.72)AC l I 5,235 S.F. l"1 CONSTRUCT 5" THICK 4,000 PSI REINFORCED ON-SITE CONCRETE SIDEWALK OVER 6" MINIMUM THICK 95% o AT LEAST 14;'.R�E COMPACTED CLASS 2 AGGREGATE BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED LE S M 1'3.5WIG 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" 0 (92.6 MINIMUM THICK SCARIFIED NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE 93.46 TO �93.20 TTC 9 AC CONTENT COMPACTED TO AT LEAST 957 OF ITS MAXIMUM DENSITY PER DETAILS "C" AND "D" SHOWN ON SHEET C2. (92.95)FL �g2.7�)AC,FS Q REINFORCEMENT TO CONSIST OF NO. 3 REBAR AT 18" ON CENTER EACH WAY AT MID -HEIGHT OF SLAB. 93.39�FS 93.59 TC roi< 93.12jFS ^'N CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT OVER 6" MINIMUM THICK 95% COMPACTED CLASS 5,940 S.F. 6 2 AGGREGATE BASE IN DRIVE THRU LANE. PLACE COMPACTED AGGREGATE BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED JOIN i6 °'i6' / ig' TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" MINIMUM THICK SCARIFIED NATIVE SUBGRADE SOIL MOISTURE (93.32 IFS - 9 1 SMH 12 j /J N CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY ( 92.02AC ig• PER DETAIL "D" SHOWN ON SHEET C2. JOIN` j IN f CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT COLORED BLACK OVER 6" MINIMUM THICK 957 92.69±FS,AC 1 2,370 S.F. O7 COMPACTED CLASS 2 AGGREGATE BASE IN THE PARKING SPACE AREA AND TRASH ENCLOSURE APRON. PLACE COMPACTED AGGREGATE BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" MINIMUM THICK SCARIFIED NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSETY PER DETAIL "D'" SHOWN ON SHEET C2. a 0.5% a. 0, 385 S.F. 0INSTALL 3` WIDE TRUNCATED DOMES DETEITAB'LE WARNING STRIP PER DETAIL "F" SHOWN ON SHEET 02. 11 LOC CONTRACTOR TO PROVIDE SAMPLE TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. MATCH 393 I EXISTING DOME STRIP ADJACENT TO SITE WITHIN THE CENTER. " q2• h 91.74±AC 3 EA. 9�INSTALL NEW ACCESSIBLE SIGN AND POST PER CURRENT CITY AND ADA STANDARDS PER DETAIL "5" SHOWN ON 0 0 32.70TC SHEET C10, Inlo 9120AC 16 a o 93.387( ¢ I S - - 10 PPAINT ER DETA ILS S SIBL AND "3" SHOWNEOLINES AND SYMBOLS ON PAVEMENT PER CURRENT CITY AND ADA STANDARDS rn 93.25FS 92 88FL 12 �'' m� ----- it PAINT STANDARD PARKING SPACE LINES ON PAVEMENT PER CURRENT CITY STANDARDS PER DETAIL "1" SHOWN ON AC TC } 92:pC ✓0 SHEET C10. 93.857( j IN 9TSg g A� 32,705 S.F. 12 CONSTRUCT 4" MINIMUM THICK ON-SITE A.C. PAVEMENT OVER 6" THICK CLASS 2 AGGREGATE BASE COMPACTED TO J 93.05FS M 92.45±AC) �qC C aA AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED TO AT rnv S U �/ LAWN ,.tiC o� 3A, LEAST 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY D US *3A./•.r 96 t ' / C -o r`� OVER 8" MINIMUM THICK SCARIFIED NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM / CO I \ i -'Z 4 MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY. a'1a>N 1 i ��?r7 1 EA. 13 CONSTRUCT CONCRETE BLOCK, ROOF COVERED TRASH, RECYCLE BIN, AND STORAGE CONTAINER ENCLOSURE, NOT 25'.. o o; o SUBJECT TO STORM WATER RUNOFF, PER DETAILS SHOWN ON THE ARCHITECTURAL BUILDING PLANS AND ON SHEET >��� C9. 0 o`.r- CO r �ri LOC` it c 1 EA. 14 CONSTRUCT 6" WIDE BY 13' LONG CONCRETE TRENCH DRAIN AT THE SPECIFIED ELEVATIONS SHOWN ON SHEET C5 ° °° 9 o i \ AND PER DETAIL "D" SHOWN ON SHEET C16. INSTALL TRAFFIC RATED GRATE SECURED TO PROTECT AGAINST 6 i h� `92 ", 10 \ THEFT PER PLUMBING PLANS. TRENCH DRAIN IS NOT SUBJECT TO STORM WATER RUN-OFF. O s sT I G'/C6 92.58 (927t3AC 17 EA. 15 INSTALL DECORATIVE BOLLARD PER DETAIL "4" SHOWN ON SHEET C10. 93.077( (� \ 595 L.F. 76 CONSTRUCT A SMOOTH JOIN WITH EXISTING HARDSCAPE AT THE SAWCUT LINE. 92.57FL 92.82TC t LAWN 1 924 189 L.F. 17 CONSTRUCT A CMU BLOCK FREESTANDING DRIVE-THRU LANE SITE SCREEN WALL WITH SMOOTH FACE CMU BLOCK t- w 92.32AC > 11 9? j TC / 857 S.F. COVERED WITH PLASTER PAINTED TO MATCH THE BUILDING PER DETAIL "A" SHOWN ON SHEET C15 AND SECTIONS N cdS wv / aJ / 8 C SHOWN ON SHEET C14. p a F138231,/ 60 L.F. 18 CONSTRUCT 4' WIDE CONCRETE DRAINAGE SWALE OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2 AGGREGATE T i R CONDITIONED TO AT LEAST 2 PERCENT ABOVE OPTIMUM BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE IN 92.48FL,G6 9227tA,C MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" MINIMUM THICK SCARIFIED 6 �.. NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT COMPACTED TO AT J2.23'TC \ LEAST 95% OF ITS MAXIMUM DENSITY PER DETAIL "G" SHOWN ON C2. 9F79)AC 92.27FS ACN f9Z 100 L.F. 19 CONSTRUCT A 22" WIDE 18" TO 27" TALL STUCCO COVERED SEAT/SCREEN WALL PER DETAIL "B" SHOWN ON SHEET C10. w 72 �� �� 1 qC f i vii f 3 EA. 20 CONSTRUCT UMBRELLA STAND IN REINFORCED CONCRETE PER DETAIL "11" SHOWN ON SHEET C10. rn) 125 LF. 21 CONSTRUCT OPEN CONCRETE DRAINAGE FLUME OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2 AGGREGATE T7 A LEAST 2% ABOVE OPTIMUM BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDITIONED AT S is t9' MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" THICK SCARIFIED OT J IN 3s NATIVE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT LEAST 92.34±AC 2' 1 """'''32.00AC !� • 95% OF ITS MAXIMUM DENSITY PER DETAIL "E" SHOWN ON SHEET C2. II55TC '\xJ 92 05AC 92.357( 16 \�� 150 L.F. 22 CONSTRUCT 6" CONCRETE CURB AND 24" GUTTER OVER 6" MINIMUM THICK 957 COMPACTED CLASS 2 AGGREGATE 1.85fL,FS,AC BASE OVER 12" MINIMUM THICK SUBGRADE SOIL MOISTURE CONDI TONED TO AT LEAST 2 PERCENT ABOVE OPTIMUM 5 ( 9 .30TC LOC ` _, \\, MOISTURE Cdtd TEN T CO ;PACTED TO fi. LEAST 95% OF ITS MAXIMUM DENSITY OVER 8" MINIMUM THICK SCARIFIED 9i.80FL,GB ;_jam �... NATIVE SUBGRADE SOIL MOISTURE CONDITIONED TO AT LEAST OPTIMUM MOISTURE CONTENT COMPACTED TO AT 2.78AC LEAST 95% OF ITS MAXIMUM DENSITY PER DETAIL "H" SHOWN ON SHEET C2. 92.7 �n 92.2 C N N 0 16 mirn 9 TC 1 EA. 23 ADJUST SEWER MANHOLE LID AND CONCRETE RING TO THE PROPOSED GRADE, 1 9 5AC I 2.22 7 }} 10 L.F. 24 CONSTRUCT OFFSITE STREET MODIFIED SIDEWALK UNDERDRAIN PER ELEVATIONS SHOWN HEREON, SPPWC STD. PLAN 5 1.72FL q 14"TRHE 151-2 SHOWN ON SHEET C3 AND DETAIL "J" SHOWN ON SHEET C2. S=42", B=3". 92.35TC i a 9 . 4T 91.85 C 92.83 TC 1,545 S.F. 25 CONSTRUCT OFFSITE STREET 4" THICK 5.5' WIDE CONCRETE COMBINATION SIDEWALK PER CITY STANDARD SHEET N0. 91.94AC �'' 92.44AC ST -5 SHOWN ON SHEET C3. 18 `or' JOIN J N 12 92.45AC� ¢ 10 L.F. 26 CONSTRUCT OFFSITE STREET 6" TO 8" VARYING HEIGHT CONCRETE CURB FACE AND 24" GUTTER TYPE "B" TO CljC�= 3 LOC rn c MATCH EXISTING PER CITE STANDARD SHEET NO. ST -1 SHOWN ON SHEET C3. X. LOC. OF REC. SN1H ¢1 IA - i rn.m 70 L.F. 27 CONSTRUCT OFFSITE STREET 24" WIDE 0.70' THICK TYPE A HOT MIX ASPHALT PAVEMENT OVER 1.0' THICK A.B. PER }1J,� 12 o f CITY STANDARD SHEET NO. ST -11 SHOWN ON SHEET C3. i .18TC 76 3 EA. 28 ADJUST OFFSITE STREET UTILITY BOX UDS TO BE FLUSH WITH THE GRADE OF THE NEW CONCRETE SIDEWALK. 91.68AC 92.037( 2 EA. 29 CONSTRUCT OFFSITE STREET CURB RAMP PER CITY STANDARD SHEET NO. ST -10 SHOWN ON SHEET C3. TC r ¢ 191.53F ,GB 5 L.F. 30 CONSTRUCT OFFSITE STREET 6" CURB AND 24" GUTTER TYPE "B" TO MATCH EXISTING PER CITY STANDARD SHEET (91.937 5 0 ° �� 9t•��T-C�c'o �I� NO. ST -1 SHOWN ON SHEET C3. -O 8% 91.43A 91.41 FS,FL-� �o IN ='-"- °'Jc 40 LF. 31 PAINT t' WIDE THERMOPLASTIC CROSSWALK STRIPES ON PAVEMENT AS SHOWN PER CURRENT CITY STANDARDS. -�~ t NOTE: THE GENERAL CONTR.,CTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION QUANTITIES 271'89 JOIN 91.75 iC FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEERS ESTIMATE ONLY. _G 91.80±TC (91.29)FL 91.33±FL 92.8 FG {g2 7`FG x-�--x-,--x--k' {S%-�x_,� CITY ENCROACHMENT NOTE CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING ANY WORK WITHIN THE ADJACENT US 94.70FS PUBLIC STREETS OR ANY ONSITE CITY EASEMENT. 19 Ii 20 rn 94.62FS LEGEND Q a PG&E PAD MOUNT TRANSFORMER WITH BOLLARDS. �- 0*0 PROPOSED INDS INSTALLED AND MAINTAINED - - ! �1.2% I 944 22'-6" TALL FIXTURE HEIGHT LED LIGHT POLE ON OTR PORTABLE TRASH RECEPTACLE ON A MINIMUM 11.2% 24"x24"x4" CONCRETE PAD. i I 3 � R F � 4fi9 TOP OF 30".TALL 24" DIAMETER CONCRETE 96- W ,- BASE FOR A TOTAL HEIGHT OF 25 TALL. NEW CONCRETE SIDEWALK. rn94.6 NV.,FS ! j N 93787f i i l(6 SURVEY t9 EXISTING LANDLORD INSTALLED AND MAINTAINED ® REFER TO THE BOUNDARY MONUMENTS AND Io rnaM OFFSITE 3T TALL FIXTURE HEIGHT LIGHT POLE. SURVEY CONTROL POINTS DESCRIPTIONS SHOWN i PM rn m YELLOW TRUNCATED DOMES DETECTABLE WARNING ON SHEET C1 AND C13. _ m y,'d-� -+-BEP- I-- -I V1 0 a To STRIP' 10 REFER TO SIMPLIFIED PLOTTABLE EASEMENT r--� DESCRIPTIONS SHOWN ON SHEETS C13. �i 2 LOQ VEHICLE DETECTOR LOOP. o a o I -ROH `*' - 1- ' 4 FUTURE EV (ELECTRIC VEHICLE) CHARGING Col i T' - oq R PROPERTY LINE. � STATION, PROPOSED 4" DIAMETER ELECTRIC PULL AND A CLEAR FLOOR SPACE. _o p Q a q"qF �I NEW 3' TALL 18"x24" LIT "DRIVE THRU" BO I �r"� M DIRECTIONAL SIGN. $ i '94.69`(( 7�� o moi_ PROPOSED 18" TO 27" TALL 22" WIDE STUCCO 9-9 F-S� i , w • _ f N, I ° G 0 �'a m's 2 N;EW 3' TALL 'i8"x24" UT 'THANK YOU, DO NOT COVERED CMU SCREEN/SEAT WALL WITH A j o 39 20P P 1 1 / lu` ( PRECAST CONCRETE CAP. a 0 ENTER" DiREC ZONAL SIGN. Iw, .�I u� 94.35FSAC 3 NEW PEDESTRIAN CROSSWALK SIGN. �'-'T' PROPOSED 4' MINIMUM TALL DRIVE-THRU LANE ID �. o q SCREEN WALL WITH SMOOTH FACE CMU BLOCK 4 COVERED WITH PLASTER PAINTED TO MATCH THE -I J �I I NEW ACCESSIBILITY ENTRY SIGN. a u� �I u �i� BUILDING. "ice I j I°i 1.7 I �' ROH BUILDING ROOF OVERHANG, LOC INOB LIMITS OF PROPOS TION. I 95.03FS ) 94.957( „ „ VOH 2' VEHICLE OVERHANG WITH NO OBSTRUCTIONS -�� DETAIL W/C5 9s.o6Fs �s DETAIL B /C5 INCLUDING LIGHT POLES, TREES AND SIGNAGE, US UMBRELLA STAND. DRIVE-THRU CATWA SCALE: 1"=10' m:'` ( SCALE: t"=10' INOB IN -N -OUT BURGER. s GHA PROJECT NO. 200128 CIVIL ENGINEER: I -ti IMSL =A f" ENGINEERING, INC CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 Suite 300 n /� Dallas Texas 7E,254 u �/�� 06-08-2C Ph: (972) 239-8884�+� Fox: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE 1 NORTH R ROSEDALE 6' CONCRETE 3.7' TO 4.7' 71.3' TO 14.5' 8" 5'-0" PLANTER INOB RESTAURANT INOB RESTAURANT HIGHWAYSIDEWALK - PLANTER CMU; 11' WIDE CONIC. i z DRIVE-THRU LANE oQ NOTE: WALLS UNDER SEPARATE p 2'x2'-8" PERMIT, REFERENCE B20-2223. m a DRIVE-THRU TW ELEV N 3 PER PLAN i COLUMN i SMOOTH FACE CMU BLOCK COVERED WITH 34" THICK PLASTER ON BOTH SIDES AND ON THE TOP PAINTED TO 2 MATCH THE BUILDING. inw p roio "-'~ I rs o @1 d. x � Ki ( TYPED ELEV II ¢PER PLAN TC = o TO ELEV PER EPLAN LEV 95.20FF PROPOSED I � PER PLAN LANDSCAPE 6.4% FS ELEV 1.5% EXISTING GRADE '�- m�u FL ELEV GRADE PER PLAN PROPOSED GRADE iii Iq_pI PER PLAN 1.6% GRADE 1.5% u�I�_ — —' ....._ _ .Z � F TF ELEV PER PLAN ills EXISTING FACES (TYP.) o GRADE I ul�n IIJII 11 Fit It III \ III�P 1 MAX. Ill uF-1=,iB PED ELEV �� 2 -6" PER PLAN 7 SECTION A/C6-A'/C6 REFERENCE: SHEETS C5 AND C9 TEMPORARY BOTTOM OF EXCAVATED PLANE SCALE: 1"=2' EAST R INOB PARKING LOT 8.2' TO 8.5' INOB RESTAURANT 6.0' PLANTER 27' DRIVE SPARKLING PLANTER 11' WIDE CONC. AISLE IMAGE CAR DRIVE-THRU LANE WASH PROPERTY PROPOSED- GRADE ROPOSEDGRADE 1.5% 10.2Z PROPOSED EXISTING II✓��I 1.6% j GRADE EXISTING PROPOSED ?9 GRADE GRADE EXISTING i2.3% -- GRADE GRADE ip=lq 2.2% CI fit IIi III�JI 1111 II IITI II I I 10 III SECTION B/C6-B'/C6 REFERENCE: SHEETS C5 AND C9 SCALE: 1"=2' SOUTH WEST R R INOB PARKING LOT INOB RESTAURANT 3.0' TO 20.7' 4.1' TO 4.3' INOB LOWE'S PARKING FRIANT-KERN 1.6 18' PARKING INOB PARKING AND RESTAURANT 11' WIDE CONIC. PLANTER MAINTAINED OFFSITE 1 LOT CANAL SPACES LOT DRIVE-THRU LANE PLANTER I I } PROPOSED EXISTING PROPOSED TO ELEV EXISTIGRADE 1.4% -- GRADE` 1.0% GRADE 1.0% GRADING) PER PLAN PROPOSED-�, _ GRADE y 3.3% EXISTING 23q 111 — 2_-7q, FL ELEV —�� -- it it I' GRADE 0.8% PER PIAN u��t� 3.3% III=iIt .._._ --- IT n I_1 u SII=III IIF_III lil IIi III=P1 Ili III iII-III III SECTION C/C6-C'/C6 SECTION D/C6-D'/C6 REFERENCE: SHEETS C5 AND C9 REFERENCE: SHEETS C5 AND C9 SCALE: 1"=2' SCALE: 1"=2' i3ING 49� REVISIONS GHA PROJECT N0. 200128 CIVIL ENGINEER: `�` BURGER QQ j�C ITE C ROS V S ECT' O N S DEVELOPER: Underground Service Alert A �jI � (��L o4ReFEssr 'N=N®OU1 G7�[iVl`ER IN N OUT BURGER eEEOof r0�o Call: Toll Free Q I 1 J I ENGINEERING, INC. y��� 5 `A�'°G1 . `�2c LOWE'S SHOPPING CENTER 13502 HAMBURGER LANE �Py CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT co x A BALDWIN PARK, CA 91706 1 1 Architecture evelopment 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 2 7985 ROSEDALE HIGHWAY CONTACT: CASSIE YEE « 0 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 * BAKERSFIELD CA 93308 n� PHONE: 626 813-8226 TWO WORKING DA ZING YS Suite 300 kr CIV 1 BF 0 Dallas Texas 75254 I Ph: (972) 239-8884 06-08-2020 OF eAt1F� l7� Fax: (972) 239-5054 MARK S. IAMOURE X R.C.E. 38382 DATE, 1 ,IN 19034-19034 Che PLACE EXCAVATED TRENCH SOIL ON THE UPHILL OR FLOW SIDE OF THE WATTLE TO PREVENT WATER FROM FLOWING UNDER THE WATTLE u -8" TO 10" 2" TO 4DIAMETER TRENCH 3/4"x3/4"x18-' WOOD STAKE AT 4' ON CENTER STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS AND IN A 2" TO 4" TRENCH SPECIFICATION: STRAW WATTLES SHALL BE MANUFACTURED FROM RICE STRAW AND SHALL BE WRAPPED IN A TUBULAR BLACK PLASTIC NETTING. THE NETTING SHALL HAVE A STRAND THICKNESS OF 0.30 INCH, A KNOT THICKNESS OF 0.055, AND A WEIGHT OF 0.35 OUNCE PER FOOT (EACH PLUS/MINUS 107) AND SHALL BE MADE FROM 85% HIGH DENSITY POLYETHYLENE, 14% ETHYL VINYL ACETATE AND 1% COLOR FOR UV INHIBITION. STRAW WATTLES SHALL BE NINE INCHES IN DIAMETER (PLUS OR MINUS ONE INCH), TWENTY-FIVE FEET LONG (PLUS OR MINUS 0.5 FEET) AND WEIGH 35 LBS. (PLUS OR MINUS 10%). ADJACENT ROLLS SHALL TIGHTLY ABUT_ DO NOT LOCAL DISTRIBUTOR: HYDRO-SCAPE CUSTOMER SERVICE (800) 395-4477 DETAIL Y 101 STRAW WATTLES BARRIER DETAIL OPTION NOT TO SCALE Crushed aggregate greater than F 3" but smaller than 6" Filter fabric -original - o "'-9n o o grade 12" Min, unless otherwise specified by a soils engineer SECTION B -B NOT TO SCALE Crushed aggregate greater than 1 3" but smaller than 6" Corrugated steel panels �,r, original 000 °aJoO°a �grade 12" Min, unless otherwise specified by a soils engineer Filter fabric SECTION A -A NOT TO SCALE NOTE: Construct sediment barrier and channelize runoff to Sediment trapping sediment trapping device device r ¢ o o ti� Corrugai ye e � � 25�L. 11 '�IIIIY3-r-ITr'T{'rf h�a��lY o' Li QI a- 0 z X W steel panels 10' min or as required to accomodate anticipated traffic, whichever is greater. is greater. 1 �e f I 24' or max allowed by site 50' Typ, 1) Length should be extended to 12 times the diameter of the largest construction vehicle tire. 2) On small sites length should be the maximum allowed by site. PLAN NTS July 2012 California Stormwater BMP Handbook Construction www.casqa.org MOHO(DWT ®QLJVQ��Q DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER BALDWIN PARK, CA 91706 PHONE: 626 813-8226 PRIVATE CIVIL ENGINEER'S EROSION CONTROL PLAN GENERAL NOTES 1. THIS EROSION CONTROL PLAN WAS. PREPARED AT THE REQUEST OF IN -N -OUT BURGER, DEVELOPER OF THE PROPERTY BEING DEVELOPED AT 7985 ROSEDALE HIGHWAY, BAKERSFIELD, IN KERN COUNTY, CALIFORNIA. THE PROPOSED CONSTRUCTION ACTIVITY INCLUDES CONSTRUCTION OF A NEW RESTAURANT BUILDING AND SITE IMPROVEMENTS WITH A TOTAL OF 1.48 ACRES OF TOTAL AREA CONSTRUCTED/GRADED ONSITE. 2. THE EROSION CONTROL PLAN AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON SITE DURING CONSTRUCTION ACTIVITY. THE APPLICABLE BMP'S (BEST MANAGEMENT PRACTICE) LISTED ON THIS PLAN AND WITHIN THE SWPPP SHALL BE IMPLEMENTED AS SOON AS POSSIBLE TO CONTROL STORM WATER POLLUTION DURING CONSTRUCTION. 3. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED QUALIFIED SWPPP DEVELOPER (QSD) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARCES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITY (CONSTRUCTION GENERAL PERMIT). THE QSD IS RESPONSIBLE FOR ALL CHANGES TO THE PROJECT SWPPP AND EROSION CONTROL PLAN. 4. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED QUALIFIED SWPPP PRACTITIONER (QSP) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII OF THE CONSTRUCTION GENERAL PERMIT (CGP). THE QSP IS RESPONSIBLE FOR IMPLEMENTATION OF ALL ASPECTS OF THE EROSION CONTROL PLAN, THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND THE SWPPP SPECIFICATIONS. 5. THE OSP OR PERSONNEL TRAINED BY THE QSP ARE RESPONSIBLE FOR PROVIDING WEEKLY, QUARTERLY, PRE -STORM, DURING STORM AND POST STORM BMP INSPECTIONS IN ACCORDANCE TO THE SWPPP. ALL INSPECTION RECORDS SHALL BE KEPT ONSITE FOR THE DURATION OF THE PROJECT. 6. ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN .3NTRIBUTE TO OR CAUSE STORM WATER POLLUTION SHOULD BE MADE FAMILIAR WITH THIS PLAN AND THE SWPPP. ADEQUATE TRAINING FOR THE IMPLEMENTATION OF THE MEASURES PRESENTED HEREIN SHALL BE PROVIDED BY THE CONTRACTORS FOR THEIR PERSONNEL. 7. CHANGES IN CONSTRUCTION OR IN CONDITIONS WHICH ARE NOT COVERED BY THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE QSD. IF NECESSARY THIS PLAN WILL BE REVISED TO :REFLECT THE CHANGES. 8. ALL PREVENTION AND CLEAN UP MEASURES SHALL BE CONDUCTED IN ACCORDANCE WITH CITY AND COUNTY ORDINANCES, AS WELL AS STATE, AND FEDERAL REGULATIONS, WASTE MATERIALS SHOULD BE DISPOSED OF IN A LEGAL MANNER. 9. ONLY STORM WATER FROM THE PROJECT SITE SHALL BE ALLOWED TO FLOW INTO THE PUBLIC STORM DRAIN SYSTEM. REGULAR INSPECTION OF THE STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES USED ON THIS PROJECT SHALL BE PERFORMED IN CONFORMANCE WITH THE SWPPP TO INSURE PRCPER OPERATION. 10, ON A DAILY BASIS, AS -NECESSARY, AND AFTER CONSTRUCTION HAS BEEN COMPLETED, THE SITE HARDSCAPE AND ADJOINING STREETS AND SIDEWALKS SHALL. BE SWEPT CLEAN. ALL WASTE AND LEFTOVER MATERIALS SHALL BE REMOVED FROM THE SITE. ALL LANDSCAPING AND PLANTING AREAS SHALL BE WELL MAINTAINED TO PREVENT EROSION. AVOID OVERWATERING. 11. DISTURBED SOILS SHALL BE WATERED AS OFTEN AS NECESSARY TO KEEP SOIL VISIBLY DAMP DURING GRADING AND CONSTRUCTION TO MINIMIZE DUST GENERATION. COMPLY WITH AQMD RULE 403 TO INSURE THE CLEANUP OF CONSTRUCTION RELATED DIRT ON APPROACH ROUTES TO THE SITE. 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM GRAVEL BAG BARRIERS. 13. PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION: (UNTIL A QSP HIRED BY THE GENERAL CONTRACTOR HAS BEEN ASSIGNED) SHALL BE NOTIFIED AT (626) 905-1016 IN AN EMERGENCY. 14. THE QSP SHALL PREPARE AN ANNUAL REPORT FOR EACH REPORTING PERIOD FROM .. JULY 1st TO JUNE 30th. THE ANNUAL REPORT SHALL INCLUDE STORMWATER MONITORING INFORMATION AND DOCUMENTATION OF ALL TRAINING AND BMP INSPECTIONS. 15, WITHIN 90 DAYS OF THE FINAL COMPLETION OF CONSTRUCTION THE QSP SHALL ELECTRONICALLY FILE A NOTICE OF TERMINATION (NOT) THROUGH SMARTS AND UPLOAD A FINAL SITE MAP AND PHOTOS, ADDITIONALLY THE QSP SHALL UPLOAD THE FINAL ANNUAL REPORT. 16.1 DO HEREBY CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WILL BE CARRIED OUT UNDER MY DIRECTION AND SUPERVISION. I UNDERSTAND THAT AT THE CONCLUSION OF THIS PROJECT, I WILL BE REQUIRED TO SUBMIT CERTIFICATION THAT ALL ELEMENTS OF THIS PROJECT WERE CARRIED OUT IN ACCORDANCE WITH THIS EROSION CONTROL PLAN AND ALL OF ITS ATTACHMENTS. PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION 04-24-2020 NAME DATE PROJECT N.P.D.E.S. COORDINATOR (626) 905-1016 TITLE TELEPHONE NUMBER 100 INSTALL GRAVEL BAG BARRIER PER DETAIL "X" SHOWN HEREON AND PER BMP SE -6. WHEN THIS BARRIER IS INSTALLED AROUND A DRAIN BOX, STORM DRAIN, OR CATCH BASIN INLET, INSTALL A PERMEABLE FILTERFABRICON TOP OF THE INLET TO PREVENT SILT FROM ENTERING THE INLET. 101 INSTALL BMP SE -5 STRAW WATTLES FIBER ROLL BARRIER PER DETAIL "Y" SHOWN - HEREON AS AN ACCEPTABLE SUBSTITUTION TO THE SLOPEGARD MATERIAL CALLED OUT TO INSTALL ON THIS PLAN, Underground Service Alertl Call: Toll Free X11 TWO WORKING DAYS BEFORE YOU DIG 1 1 1 1 WASTE AND ACTIVITIES AT THE PROJECT SITE 1. CONCRETE PAVEMENT. 2. CONCRETE CURBS AND WALKS. 3. COVERED TRASH ENCLOSURE. 4. UTILITY SERVICES TO PROPOSED BUILDING AND COVERED TRASH ENCLOSURE. 5. PARKING LOT LIGHTS. 6. LANDSCAPING AND IRRIGATION. 7. ASPHALT PAVEMENT. 8. EARTHWORK MOVED AND GRADED. 9. OUTDOOR SEATING CANOPY. 10. CONSTRUCTION OF A NEW BUILDING. CONSTRUCT CONTINUOUS 3 -BAG HIGH GRAVEL BAG BARRIER EXCEPT FOR 2 -BAG TALL AT FLOW LLt+IM1 IIMY LII ILIAIIYV 1111 I,YLL1� i BMP LEGEND INSTALL STRAW WATTLES BARRIER PER CONSTRUCTION NOTE 101 AND DETAIL STORM "Y" SHOWN HEREON. DRAIN 0000600 INSTALL GRAVEL BAG BERM PER SE -6 AND PER DETAIL "X" SHOWN HEREON. jlllllllllllllll INLET VEHICLE STAGING, STORAGE, CLEANING, FUELING AND MAINTENANCE PER COVERED'.. BMP's NS -8, NS -9 AND NS -10; CONSTRUCTION MATERIAL DELIVERY AND WITH FILTER OF SLOPED STORAGE PER BMP's WM-1, WM-2 AND WM-4; AND WASTE MANAGEMENT GRAVEL PER BMP'S WM-5, WM-8 AND WM-9. ROCK TEMPORARY ROCK AT A STABILIZED CONSTRUCTION ENTRANCE/EXIT WITH CORRUGATED STEEL PANELS PER BMP TC -1 MODIFIED TO FIT SITE CONDITIONS. PLACE EXCAVATED TRENCH SOIL ON THE UPHILL OR FLOW SIDE OF THE WATTLE TO PREVENT WATER FROM FLOWING UNDER THE WATTLE u -8" TO 10" 2" TO 4DIAMETER TRENCH 3/4"x3/4"x18-' WOOD STAKE AT 4' ON CENTER STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS AND IN A 2" TO 4" TRENCH SPECIFICATION: STRAW WATTLES SHALL BE MANUFACTURED FROM RICE STRAW AND SHALL BE WRAPPED IN A TUBULAR BLACK PLASTIC NETTING. THE NETTING SHALL HAVE A STRAND THICKNESS OF 0.30 INCH, A KNOT THICKNESS OF 0.055, AND A WEIGHT OF 0.35 OUNCE PER FOOT (EACH PLUS/MINUS 107) AND SHALL BE MADE FROM 85% HIGH DENSITY POLYETHYLENE, 14% ETHYL VINYL ACETATE AND 1% COLOR FOR UV INHIBITION. STRAW WATTLES SHALL BE NINE INCHES IN DIAMETER (PLUS OR MINUS ONE INCH), TWENTY-FIVE FEET LONG (PLUS OR MINUS 0.5 FEET) AND WEIGH 35 LBS. (PLUS OR MINUS 10%). ADJACENT ROLLS SHALL TIGHTLY ABUT_ DO NOT LOCAL DISTRIBUTOR: HYDRO-SCAPE CUSTOMER SERVICE (800) 395-4477 DETAIL Y 101 STRAW WATTLES BARRIER DETAIL OPTION NOT TO SCALE Crushed aggregate greater than F 3" but smaller than 6" Filter fabric -original - o "'-9n o o grade 12" Min, unless otherwise specified by a soils engineer SECTION B -B NOT TO SCALE Crushed aggregate greater than 1 3" but smaller than 6" Corrugated steel panels �,r, original 000 °aJoO°a �grade 12" Min, unless otherwise specified by a soils engineer Filter fabric SECTION A -A NOT TO SCALE NOTE: Construct sediment barrier and channelize runoff to Sediment trapping sediment trapping device device r ¢ o o ti� Corrugai ye e � � 25�L. 11 '�IIIIY3-r-ITr'T{'rf h�a��lY o' Li QI a- 0 z X W steel panels 10' min or as required to accomodate anticipated traffic, whichever is greater. is greater. 1 �e f I 24' or max allowed by site 50' Typ, 1) Length should be extended to 12 times the diameter of the largest construction vehicle tire. 2) On small sites length should be the maximum allowed by site. PLAN NTS July 2012 California Stormwater BMP Handbook Construction www.casqa.org MOHO(DWT ®QLJVQ��Q DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER BALDWIN PARK, CA 91706 PHONE: 626 813-8226 PRIVATE CIVIL ENGINEER'S EROSION CONTROL PLAN GENERAL NOTES 1. THIS EROSION CONTROL PLAN WAS. PREPARED AT THE REQUEST OF IN -N -OUT BURGER, DEVELOPER OF THE PROPERTY BEING DEVELOPED AT 7985 ROSEDALE HIGHWAY, BAKERSFIELD, IN KERN COUNTY, CALIFORNIA. THE PROPOSED CONSTRUCTION ACTIVITY INCLUDES CONSTRUCTION OF A NEW RESTAURANT BUILDING AND SITE IMPROVEMENTS WITH A TOTAL OF 1.48 ACRES OF TOTAL AREA CONSTRUCTED/GRADED ONSITE. 2. THE EROSION CONTROL PLAN AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON SITE DURING CONSTRUCTION ACTIVITY. THE APPLICABLE BMP'S (BEST MANAGEMENT PRACTICE) LISTED ON THIS PLAN AND WITHIN THE SWPPP SHALL BE IMPLEMENTED AS SOON AS POSSIBLE TO CONTROL STORM WATER POLLUTION DURING CONSTRUCTION. 3. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED QUALIFIED SWPPP DEVELOPER (QSD) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARCES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITY (CONSTRUCTION GENERAL PERMIT). THE QSD IS RESPONSIBLE FOR ALL CHANGES TO THE PROJECT SWPPP AND EROSION CONTROL PLAN. 4. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED QUALIFIED SWPPP PRACTITIONER (QSP) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII OF THE CONSTRUCTION GENERAL PERMIT (CGP). THE QSP IS RESPONSIBLE FOR IMPLEMENTATION OF ALL ASPECTS OF THE EROSION CONTROL PLAN, THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND THE SWPPP SPECIFICATIONS. 5. THE OSP OR PERSONNEL TRAINED BY THE QSP ARE RESPONSIBLE FOR PROVIDING WEEKLY, QUARTERLY, PRE -STORM, DURING STORM AND POST STORM BMP INSPECTIONS IN ACCORDANCE TO THE SWPPP. ALL INSPECTION RECORDS SHALL BE KEPT ONSITE FOR THE DURATION OF THE PROJECT. 6. ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN .3NTRIBUTE TO OR CAUSE STORM WATER POLLUTION SHOULD BE MADE FAMILIAR WITH THIS PLAN AND THE SWPPP. ADEQUATE TRAINING FOR THE IMPLEMENTATION OF THE MEASURES PRESENTED HEREIN SHALL BE PROVIDED BY THE CONTRACTORS FOR THEIR PERSONNEL. 7. CHANGES IN CONSTRUCTION OR IN CONDITIONS WHICH ARE NOT COVERED BY THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE QSD. IF NECESSARY THIS PLAN WILL BE REVISED TO :REFLECT THE CHANGES. 8. ALL PREVENTION AND CLEAN UP MEASURES SHALL BE CONDUCTED IN ACCORDANCE WITH CITY AND COUNTY ORDINANCES, AS WELL AS STATE, AND FEDERAL REGULATIONS, WASTE MATERIALS SHOULD BE DISPOSED OF IN A LEGAL MANNER. 9. ONLY STORM WATER FROM THE PROJECT SITE SHALL BE ALLOWED TO FLOW INTO THE PUBLIC STORM DRAIN SYSTEM. REGULAR INSPECTION OF THE STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES USED ON THIS PROJECT SHALL BE PERFORMED IN CONFORMANCE WITH THE SWPPP TO INSURE PRCPER OPERATION. 10, ON A DAILY BASIS, AS -NECESSARY, AND AFTER CONSTRUCTION HAS BEEN COMPLETED, THE SITE HARDSCAPE AND ADJOINING STREETS AND SIDEWALKS SHALL. BE SWEPT CLEAN. ALL WASTE AND LEFTOVER MATERIALS SHALL BE REMOVED FROM THE SITE. ALL LANDSCAPING AND PLANTING AREAS SHALL BE WELL MAINTAINED TO PREVENT EROSION. AVOID OVERWATERING. 11. DISTURBED SOILS SHALL BE WATERED AS OFTEN AS NECESSARY TO KEEP SOIL VISIBLY DAMP DURING GRADING AND CONSTRUCTION TO MINIMIZE DUST GENERATION. COMPLY WITH AQMD RULE 403 TO INSURE THE CLEANUP OF CONSTRUCTION RELATED DIRT ON APPROACH ROUTES TO THE SITE. 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM GRAVEL BAG BARRIERS. 13. PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION: (UNTIL A QSP HIRED BY THE GENERAL CONTRACTOR HAS BEEN ASSIGNED) SHALL BE NOTIFIED AT (626) 905-1016 IN AN EMERGENCY. 14. THE QSP SHALL PREPARE AN ANNUAL REPORT FOR EACH REPORTING PERIOD FROM .. JULY 1st TO JUNE 30th. THE ANNUAL REPORT SHALL INCLUDE STORMWATER MONITORING INFORMATION AND DOCUMENTATION OF ALL TRAINING AND BMP INSPECTIONS. 15, WITHIN 90 DAYS OF THE FINAL COMPLETION OF CONSTRUCTION THE QSP SHALL ELECTRONICALLY FILE A NOTICE OF TERMINATION (NOT) THROUGH SMARTS AND UPLOAD A FINAL SITE MAP AND PHOTOS, ADDITIONALLY THE QSP SHALL UPLOAD THE FINAL ANNUAL REPORT. 16.1 DO HEREBY CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WILL BE CARRIED OUT UNDER MY DIRECTION AND SUPERVISION. I UNDERSTAND THAT AT THE CONCLUSION OF THIS PROJECT, I WILL BE REQUIRED TO SUBMIT CERTIFICATION THAT ALL ELEMENTS OF THIS PROJECT WERE CARRIED OUT IN ACCORDANCE WITH THIS EROSION CONTROL PLAN AND ALL OF ITS ATTACHMENTS. PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION 04-24-2020 NAME DATE PROJECT N.P.D.E.S. COORDINATOR (626) 905-1016 TITLE TELEPHONE NUMBER 100 INSTALL GRAVEL BAG BARRIER PER DETAIL "X" SHOWN HEREON AND PER BMP SE -6. WHEN THIS BARRIER IS INSTALLED AROUND A DRAIN BOX, STORM DRAIN, OR CATCH BASIN INLET, INSTALL A PERMEABLE FILTERFABRICON TOP OF THE INLET TO PREVENT SILT FROM ENTERING THE INLET. 101 INSTALL BMP SE -5 STRAW WATTLES FIBER ROLL BARRIER PER DETAIL "Y" SHOWN - HEREON AS AN ACCEPTABLE SUBSTITUTION TO THE SLOPEGARD MATERIAL CALLED OUT TO INSTALL ON THIS PLAN, Underground Service Alertl Call: Toll Free X11 TWO WORKING DAYS BEFORE YOU DIG 1 1 1 1 WASTE AND ACTIVITIES AT THE PROJECT SITE 1. CONCRETE PAVEMENT. 2. CONCRETE CURBS AND WALKS. 3. COVERED TRASH ENCLOSURE. 4. UTILITY SERVICES TO PROPOSED BUILDING AND COVERED TRASH ENCLOSURE. 5. PARKING LOT LIGHTS. 6. LANDSCAPING AND IRRIGATION. 7. ASPHALT PAVEMENT. 8. EARTHWORK MOVED AND GRADED. 9. OUTDOOR SEATING CANOPY. 10. CONSTRUCTION OF A NEW BUILDING. CONSTRUCT CONTINUOUS 3 -BAG HIGH GRAVEL BAG BARRIER EXCEPT FOR 2 -BAG TALL AT FLOW LLt+IM1 IIMY LII ILIAIIYV 1111 I,YLL1� DRAINAGE INLET AREA GRAVEL FILLED BURLAP BAGS (LAY EACH LAYER IN OPPOSITE DIRECTIONS) T_ _..._ _..... r4" MIN. FOR 3 BAG poo 0 HIGH BERM c)0 o y= EMBEDMENT 2't 10' TYPICAL GRAVEL BAG BARRIER DETAIL °X' 100 STORM INLET GRAVEL BAG PROTECTION DETAIL AND BARRIER DETAIL OPTION GHA PROJECT NO. 200128 HAJ Architecture/Development 14901 Quorum Drive Suite 300 Dallas Texas 75254 Ph: (972) 239-8884 Fax: (972) 239-5054 NOT TO SCALE LIST OF BEST MANAGEMENT PRACTICES (BMP's)-USE AS APPLICABLE (REFERENCE: CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK FOR CONSTRUCTION ACTIVITY, NOVEMBER 2009) EC -1 SCHEDULING EC -2 PRESERVATION OF EXISTING VEGETATION EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING EC -5 SOIL BINDERS EC -6 STRAW MULCH EC -7 GEOTEXTILES AND MATS EC -8 WOOD MULCHING EC -9 EARTH DIKES AND DRAINAGE SWALES EC -10 VELOCITY DISSIPATION DEVICES EC -11 SLOPE DRAINS EC -12 STREAMBANK STABILIZATION EC -13 POLYACRYLAMIDE SE -1 SILT FENCE SE -2 SEDIMENT BASIN SE -3 SEDIMENT TRAP SE -4 CHECK DAM SE -5 FIBER ROLLS 4OPOMM (SEE BMP LEGEND HEREON) SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING SE -8 SANDBAG BARRIER SE -9 STRAW BALE BARRIER SE -10 STORM DRAIN INLET PROTECTION WE -1 WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY TC -3 ENTRANCE/OUTLET TIRE WASH CONSTRUCT CONTINUOUS SLOPEGARD 3 WEIGHTED FIBER ROLL BARRIER PER BMP LEGEND HEREON OR GRAVEL FILLED BURLAP BAGS loolloolli"l i STORM DRAIN r jlllllllllllllll INLET 10, COVERED'.. TYPICAL WITH FILTER OF SLOPED GRAVEL ROCK DRAINAGE INLET AREA GRAVEL FILLED BURLAP BAGS (LAY EACH LAYER IN OPPOSITE DIRECTIONS) T_ _..._ _..... r4" MIN. FOR 3 BAG poo 0 HIGH BERM c)0 o y= EMBEDMENT 2't 10' TYPICAL GRAVEL BAG BARRIER DETAIL °X' 100 STORM INLET GRAVEL BAG PROTECTION DETAIL AND BARRIER DETAIL OPTION GHA PROJECT NO. 200128 HAJ Architecture/Development 14901 Quorum Drive Suite 300 Dallas Texas 75254 Ph: (972) 239-8884 Fax: (972) 239-5054 NOT TO SCALE LIST OF BEST MANAGEMENT PRACTICES (BMP's)-USE AS APPLICABLE (REFERENCE: CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK FOR CONSTRUCTION ACTIVITY, NOVEMBER 2009) EC -1 SCHEDULING EC -2 PRESERVATION OF EXISTING VEGETATION EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING EC -5 SOIL BINDERS EC -6 STRAW MULCH EC -7 GEOTEXTILES AND MATS EC -8 WOOD MULCHING EC -9 EARTH DIKES AND DRAINAGE SWALES EC -10 VELOCITY DISSIPATION DEVICES EC -11 SLOPE DRAINS EC -12 STREAMBANK STABILIZATION EC -13 POLYACRYLAMIDE SE -1 SILT FENCE SE -2 SEDIMENT BASIN SE -3 SEDIMENT TRAP SE -4 CHECK DAM SE -5 FIBER ROLLS 4OPOMM (SEE BMP LEGEND HEREON) SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING SE -8 SANDBAG BARRIER SE -9 STRAW BALE BARRIER SE -10 STORM DRAIN INLET PROTECTION WE -1 WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY TC -3 ENTRANCE/OUTLET TIRE WASH CONSTRUCT CONTINUOUS SLOPEGARD 3 WEIGHTED FIBER ROLL BARRIER PER BMP LEGEND HEREON OR GRAVEL FILLED BURLAP BAGS loolloolli"l r AREA PROVIDED FORM LINED WITH 10 MIL PLASTIC NJ DETAIL nW' CONCRETE WASHOUT AREA NOT TO SCALE CIVIL ENGINEER: IM j I ENELINEERINC, INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 (909) 305-2395 FAX (909) 305-2397 MATERIAL MANAGEMENT (BMP's) NS -1 WATER CONSERVATION PRACTICES NS -2 DEWATERING OPERATIONS NS -3 PAVING AND GRINDING OPERATIONS NS -4 TEMPORARY STREAM CROSSING NS -5 CLEAR WATER DIVERSION NS -6 ILLICIT CONNECTION/DISCHARGE NS -7 POTABLE WATER/IRRIGATION NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE NS -11 PILE DRIVING OPERATIONS NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING NS -14 MATERIAL AND EQUIPMENT USE NS -15 DEMOLITION ADJACENT TO WATER NS -16 TEMPORARY BATCH PLANTS WM-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-7 CONTAMINATED SOIL MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT WM-10 LIQUID WASTE MANAGEMENT | [X�7' TALL,SP Uw&|WASE CAR CENTER" MON. SIGN �� �� � | LEGEND uj2 »mi | o N �-2�GUTTER PROPOSED CONIC. 5D� Ex�6^ CURB AND-,/ W[TALUDLABEL[C ' ----«---pO* --------��---- ----l�iR|w�|m3|DETYP SEWER" WITH ELEC. F--- PROPOSED NOBINSTALLED AND MAINTAINED RIM � CAR WASH HILILUING� � �—|--- �N \ \ IL ! ����� | MI 395 I � � — Hol LEGEND W[TALUDLABEL[C ' ----«---pO* --------��---- ----l�iR|w�|m3|DETYP SEWER" WITH ELEC. F--- PROPOSED NOBINSTALLED AND MAINTAINED RIM ' | 22'-6" TALLF|XT83E HEIGHT LED LIGHT POLE ON OTR PORTABLE RECEPTACLE ON A N|MIMVW � / / "TRASH 4-A�ETER�0N�RETE �4^xZ4~�C0NCRETEP40. BASE FOR A T0TAL HEIGHT OF 25' TALL. / / / �1 1l/ �7� ��` EXISTING LANDLORD INSTALLED AND MAINTAINED , � i ).3."u'^"` V[r�xT5�7TALL FIXTURE HBG8TU8HTPOL[ � DETAILING CANOPY / i S»MpVREDPLOTTABUE EASEMENT DE3CR|P11VN STRIP. '� / SHOWN ON SHEET C13. � VEHICLE DETECTOR LOOP. » FUTURE EY |C VEHICLE) CHARGING 1 NEW J^TALL 1B^x24"LIT "DRIVE THRV" o \ °= DIRECTIONAL SIGN. BOX, AND A CLEAR FLOOR SPACE. 2 NEW 3' TALL 18"x24" UT "THANK Y0V' DV NOT -----PROPOSED 1V"TV27°TALL 22"WIDE STUCCO CONCRETEj 1C° 5SU�R[ `\ PRECAST CONCRETE CAP. CUL(TYP.) � NEW PEDESTRIAN CROSSWALK SIGN. � rxvrvSEw 4wm/mu U LANE 4K NE0/ACCE3S0|UTYENTRY��GN. o ortr�v SCREEN WALL �./ � | THE YVH 2' VEHICLE OVERHANG NTH NO OBSTRUCTIONS omuuo"v. INCLUDING LIGHT POLES, TREES AND SIGNAGE. . |N0RVM|r3VF ROH BUILDINGROOFOVERHANG. --- Fu -sl DRIVE-THRU CA � UMBRELLA STAND.� I \CECJ 313.4t' palm 393 / LEGEND n PG&E PAD MOUNT TRANSFORMER NTH BOLLARDS. 000 PROPOSED NOBINSTALLED AND MAINTAINED RIM 22'-6" TALLF|XT83E HEIGHT LED LIGHT POLE ON OTR PORTABLE RECEPTACLE ON A N|MIMVW TOP VF450°TALL 24°0 "TRASH 4-A�ETER�0N�RETE �4^xZ4~�C0NCRETEP40. BASE FOR A T0TAL HEIGHT OF 25' TALL. / � 1l/ �7� ��` EXISTING LANDLORD INSTALLED AND MAINTAINED , � BOUNDARY AND SURVEY CONTROL � V[r�xT5�7TALL FIXTURE HBG8TU8HTPOL[ � `� ~""""^"' POINT DESCRIPTION SHOWN ON SHEET V1 AND C13. / \�y S»MpVREDPLOTTABUE EASEMENT DE3CR|P11VN STRIP. '� / SHOWN ON SHEET C13. � VEHICLE DETECTOR LOOP. / FUTURE EY |C VEHICLE) CHARGING 1 NEW J^TALL 1B^x24"LIT "DRIVE THRV" �' STATION, PROPOSED 4"DIAMETER ELECTRIC PULL °= DIRECTIONAL SIGN. BOX, AND A CLEAR FLOOR SPACE. 2 NEW 3' TALL 18"x24" UT "THANK Y0V' DV NOT -----PROPOSED 1V"TV27°TALL 22"WIDE STUCCO ENTER" DIRECTIONAL SIGN. COVERED CMU SCREEN/SEAT WAV- NTH A PRECAST CONCRETE CAP. 3 ^� NEW PEDESTRIAN CROSSWALK SIGN. rxvrvSEw 4wm/mu U LANE 4K NE0/ACCE3S0|UTYENTRY��GN. / I / / / / - WV NOl �WM SO IT FULL OP DIRT -KERN 171' CANAL" MON. SIGN E 36' WIDE CONC. FRIANT KERN --,CANAL_ / / /_A_ o _ / / / / W*m L WN wV 13 LAJ CONSTRUC11ON MATERIAL DELIVERY AND STORAGE PER RWP,o WW -1, WW -2 AND Wil WASTE MANAGEMENT PER BMP WM~5; SANITARY/SEPTIC WASTE MANAGEMENT PER BMP WW-&; VEHICLE AND EQUIPMENT STAGING, STORAGE, CLEANING, FLUSHING AND MAINTENANCE PER BMP's NS -8, NS -9, AND NS -10. � i * | z / | COFFEE ROAD | | ��N��0�� �T� u~o� | � �v��u�u./�^��no��~REVISIONS GHA PROJECT NO. 20 CIVIL ENGINEER:DEVELOPER: Underground Service Alert A -1 513502 HAMBURGER LANE CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIl IN SITE DEVELOPMENTNo. 38382BALDWIN PARK, CA 91706 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA, 91773CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397TWO WORKING DAYS Suite 300PHONE: 626 813-8226 BEFORE YOU DIG Dallas Texas 75254Ph: (972) 239-8884 06-08-2020 OF CAO'A Fax: (972) 239-5054 MARK S. LAMOUREUX R.C.E. 38382 DATE TEMPORARY LOCATION AND SIZE OF ROCK AND CORRUGATED STEEL PLATES AT A STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA BMP HANDBOOK |/2009\ NO. TC -1 z z PROJECTNORTH TRUE NORTH 10 20 40 60 GRAPHIC SCALE REFER TO SHEET C5 GRADING AND DRAINAGE PLAN FOR ACCURATE ONSITE ELEVA11ONS AND DETAILS. DO NOT USE THE ELEVA71ONS SHOWN HERON TO CONSTRUCT THE HARDSCAPE OR GRADED DIRT AREAS. REFER TO SHEET C7 EROSION CONTROL PLAN TITLE SHEET FOR GENERAL NOTES, DETAILS, AND BMP'S. REFER TO SHEETS C1, C9 AND C13 FOR A COMPLETE GENERAL LEGEND OF ABBREVIATIONS AND SYMBOLS SHOWN HEREON, EASEMENT NOTES, LEGAL DESCRIPTION AND THE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS. EROSION CONTROL PLAN CONSTRUCTION NOTES /��`|N�TALL�RAVEL8AQBARR|ERPER���HVx�0NS8EETCJANDP[R8�P�E-0Y01ENTH|5�ARRER0 Y��/DETAIL� . INSTALLED AROUND A DRAIN D0X^ STORM DRNN, OR CATCH BASIN INLET, INSTALL A PERMEABLE FILTER FABRIC ON TOP VFTHE INLET TVPREVENT SILT FROM ENTERING THE INLET. INSTALL BMP SE -5 STRAW WATTLES FIBER ROLL BARRIER PER DETAIL "Y° SHOWN ON SHEET C7 AS AN ACCEPTABLE SUBSTITUTION TO THE SLOPEGARD MATERIAL CALLED OUT TO INSTALL ON THIS PLAN. LEGEND n PG&E PAD MOUNT TRANSFORMER NTH BOLLARDS. 000 PROPOSED NOBINSTALLED AND MAINTAINED 22'-6" TALLF|XT83E HEIGHT LED LIGHT POLE ON OTR PORTABLE RECEPTACLE ON A N|MIMVW TOP VF450°TALL 24°0 "TRASH 4-A�ETER�0N�RETE �4^xZ4~�C0NCRETEP40. BASE FOR A T0TAL HEIGHT OF 25' TALL. / � 1l/ �7� ��` EXISTING LANDLORD INSTALLED AND MAINTAINED , � BOUNDARY AND SURVEY CONTROL � V[r�xT5�7TALL FIXTURE HBG8TU8HTPOL[ � `� ~""""^"' POINT DESCRIPTION SHOWN ON SHEET V1 AND C13. / \�y S»MpVREDPLOTTABUE EASEMENT DE3CR|P11VN STRIP. '� / SHOWN ON SHEET C13. � VEHICLE DETECTOR LOOP. / FUTURE EY |C VEHICLE) CHARGING 1 NEW J^TALL 1B^x24"LIT "DRIVE THRV" �' STATION, PROPOSED 4"DIAMETER ELECTRIC PULL °= DIRECTIONAL SIGN. BOX, AND A CLEAR FLOOR SPACE. 2 NEW 3' TALL 18"x24" UT "THANK Y0V' DV NOT -----PROPOSED 1V"TV27°TALL 22"WIDE STUCCO I / / / / - WV NOl �WM SO IT FULL OP DIRT -KERN 171' CANAL" MON. SIGN E 36' WIDE CONC. FRIANT KERN --,CANAL_ / / /_A_ o _ / / / / W*m L WN wV 13 LAJ CONSTRUC11ON MATERIAL DELIVERY AND STORAGE PER RWP,o WW -1, WW -2 AND Wil WASTE MANAGEMENT PER BMP WM~5; SANITARY/SEPTIC WASTE MANAGEMENT PER BMP WW-&; VEHICLE AND EQUIPMENT STAGING, STORAGE, CLEANING, FLUSHING AND MAINTENANCE PER BMP's NS -8, NS -9, AND NS -10. � i * | z / | COFFEE ROAD | | ��N��0�� �T� u~o� | � �v��u�u./�^��no��~REVISIONS GHA PROJECT NO. 20 CIVIL ENGINEER:DEVELOPER: Underground Service Alert A -1 513502 HAMBURGER LANE CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIl IN SITE DEVELOPMENTNo. 38382BALDWIN PARK, CA 91706 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA, 91773CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397TWO WORKING DAYS Suite 300PHONE: 626 813-8226 BEFORE YOU DIG Dallas Texas 75254Ph: (972) 239-8884 06-08-2020 OF CAO'A Fax: (972) 239-5054 MARK S. LAMOUREUX R.C.E. 38382 DATE TEMPORARY LOCATION AND SIZE OF ROCK AND CORRUGATED STEEL PLATES AT A STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA BMP HANDBOOK |/2009\ NO. TC -1 z z PROJECTNORTH TRUE NORTH 10 20 40 60 GRAPHIC SCALE REFER TO SHEET C5 GRADING AND DRAINAGE PLAN FOR ACCURATE ONSITE ELEVA11ONS AND DETAILS. DO NOT USE THE ELEVA71ONS SHOWN HERON TO CONSTRUCT THE HARDSCAPE OR GRADED DIRT AREAS. REFER TO SHEET C7 EROSION CONTROL PLAN TITLE SHEET FOR GENERAL NOTES, DETAILS, AND BMP'S. REFER TO SHEETS C1, C9 AND C13 FOR A COMPLETE GENERAL LEGEND OF ABBREVIATIONS AND SYMBOLS SHOWN HEREON, EASEMENT NOTES, LEGAL DESCRIPTION AND THE BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS. EROSION CONTROL PLAN CONSTRUCTION NOTES /��`|N�TALL�RAVEL8AQBARR|ERPER���HVx�0NS8EETCJANDP[R8�P�E-0Y01ENTH|5�ARRER0 Y��/DETAIL� . INSTALLED AROUND A DRAIN D0X^ STORM DRNN, OR CATCH BASIN INLET, INSTALL A PERMEABLE FILTER FABRIC ON TOP VFTHE INLET TVPREVENT SILT FROM ENTERING THE INLET. INSTALL BMP SE -5 STRAW WATTLES FIBER ROLL BARRIER PER DETAIL "Y° SHOWN ON SHEET C7 AS AN ACCEPTABLE SUBSTITUTION TO THE SLOPEGARD MATERIAL CALLED OUT TO INSTALL ON THIS PLAN. LEGEND n PG&E PAD MOUNT TRANSFORMER NTH BOLLARDS. 000 PROPOSED NOBINSTALLED AND MAINTAINED 22'-6" TALLF|XT83E HEIGHT LED LIGHT POLE ON OTR PORTABLE RECEPTACLE ON A N|MIMVW TOP VF450°TALL 24°0 "TRASH 4-A�ETER�0N�RETE �4^xZ4~�C0NCRETEP40. BASE FOR A T0TAL HEIGHT OF 25' TALL. NEW CONCRETE SIDEWALK. �7� ��` EXISTING LANDLORD INSTALLED AND MAINTAINED , (A> BOUNDARY AND SURVEY CONTROL V[r�xT5�7TALL FIXTURE HBG8TU8HTPOL[ � `� ~""""^"' POINT DESCRIPTION SHOWN ON SHEET V1 AND C13. YELLOW TRUNCATED DOMES DETECTABLE WARNING \�y S»MpVREDPLOTTABUE EASEMENT DE3CR|P11VN STRIP. '� SHOWN ON SHEET C13. � VEHICLE DETECTOR LOOP. F- � FUTURE EY |C VEHICLE) CHARGING 1 NEW J^TALL 1B^x24"LIT "DRIVE THRV" �' STATION, PROPOSED 4"DIAMETER ELECTRIC PULL °= DIRECTIONAL SIGN. BOX, AND A CLEAR FLOOR SPACE. 2 NEW 3' TALL 18"x24" UT "THANK Y0V' DV NOT -----PROPOSED 1V"TV27°TALL 22"WIDE STUCCO ENTER" DIRECTIONAL SIGN. COVERED CMU SCREEN/SEAT WAV- NTH A PRECAST CONCRETE CAP. 3 ^� NEW PEDESTRIAN CROSSWALK SIGN. rxvrvSEw 4wm/mu U LANE 4K NE0/ACCE3S0|UTYENTRY��GN. SCREEN WALL �./ THE YVH 2' VEHICLE OVERHANG NTH NO OBSTRUCTIONS omuuo"v. INCLUDING LIGHT POLES, TREES AND SIGNAGE. . |N0RVM|r3VF ROH BUILDINGROOFOVERHANG. --- Fu -sl DRIVE-THRU CA � UMBRELLA STAND.� METAL LID LABELED .,METAL WITH ELEC. 1 27 SAL_ "S"APKLNG IMAGE �-- - d 58 59 12CAR "PL ---m -- -ROH- md - WIRING INSIDE, -YP i 51 �" 1M R SER I BASE FOR A TOTAL HEIGHT OF 25' CONTROL POINTS DESCRIPTIONS SHOWN 7901 ROSEDALE HWY. ON SHEET Cl AND C13. /BALL VA 11 LVE, N 4_6 �� � m AP, R� HEIGHT LIGHT POLE. FOR ELECTRICAL PUBLIC UTILITY r AFN:368 060-70 SU E 71 ti ( y ,4 -(SURVEYED PROPERTY) IN THE 2'BFDI t r TYP. ( ( RIGHT TURN MUST 11 I ! ( 270.68,- TURN RIG F"" SIGN j ICBI 60.5 12' 271.89' TOLERANT LANDSCAPED PLANTER AND ( !0' 10 21 APPROXIMATELY 504 SQUARE FEET, I I 3.5' ' 3 NO UMBRELLA (2 SEATS).�--; - R `� CHARGING STATION, PROPOSED 4 PROPERTY LINE. [ EIX. T TALL "SPARKLING IMAGE' PROPOSED 18" TO 27" TALL 22" WIDE 2 NEW 3' TALL 18"x24" UT "THANK YOU, STUCCO COVERED CMU SCREEN/SEAT I i CAR CENTER" MO . SIGN ( 6' PROPOSED 4' MINIMUM TALL DRIVE-THRU 130' LANE SCREEN WALL WITH SMOOTH FACE 4 NEW ACCESSIBILITY ENTRY SIGN. CMU BLOCK COVERED WITH PLASTER PAINTED TO MATCH THE BUILDING. ROH BUILDING ROOF OVERHANG. LOC INDS LIMITS OF PROPOSED ELKI 55' 25 OBSTRUCTIONS INCLUDING LIGHT POLES, 50 TREES AND SIGNAGE. WITH UMBRELLA STAND. 1' 11' 10' 1 1 92-5* MAINTAINED OFFSITE STREET DROUGHT CF CURB FACE. TOLERANT LANDSCAPE PLANTER AND IRRIGATION SYSTEM CONSISTING OF axe, _wA at" ADA ACCESSIBLE PATH OF TRAVEL. APPROXIMATELY 622 SQUARE FEET, ACCESSIBLE PATH OF TRAVEL IS NOT LESS THAN 4 FEET WIDE, AND DOES D EXISTING ONSITE LANDSCAPE PLANTER NOT EXCEED A RUNNING SLOPE OF 1:20 u it II AND IRRIGATION SYSTEM MAINTAINED BY N _ � 394.23 SCP WV i NO1'Z9 Z5 E, METAL LID LABELED .,METAL WITH ELEC. 1 27 SAL_ "S"APKLNG IMAGE �-- - d 58 59 12CAR "PL ---m -- -ROH- md - WIRING INSIDE, -YP WASH' BUILDING 51 <= HEIGHT LED LIGHT POLE ON TOP OF A 30" TALL 24" DIAMETER CONCRETE �A BOUNDARY MONUMENTS AND SURVEY BASE FOR A TOTAL HEIGHT OF 25' CONTROL POINTS DESCRIPTIONS SHOWN 7901 ROSEDALE HWY. ON SHEET Cl AND C13. d N % � m AP, R� HEIGHT LIGHT POLE. FOR ELECTRICAL PUBLIC UTILITY r AFN:368 060-70 SU E 71 70 69 68 1 67 666 65 y ,4 -(SURVEYED PROPERTY) IN THE SYSTEM ONSITE CONSISTING OF APPROXIMATELY 11,165 SQUARE FEET - 7' 0 0 0 0 C O �p �} ( '� ri ' � i '•3' IAL_ CAR I DETAILING CANOPY OH- 0 0 J F �w ¢m vi a�oa¢oti"z�o I f z os F.z 9z 3m ���¢wiZ� 10" SQUARE-, zomW_�p� W w-zmoowF-oa o mm�wK z. N CONCRETE COL, (TYP.) Oa wwo Z�Q w .�va JUC�WmmQ m¢ZzN==r'1UJQ 10�wYQ 01<�-�ac~3U°a z°now�avuyXwMW¢Zo ��gamQm� _c -O-o -O°O >-aww au Ocamnmo m� - � 2�0 m - - 313.42' SIV 263.42' � m d,S4 U PROPOSED i C10 W 1`-0" NO STEEL oQ� � CROSSWALK 1 31 RE.B=AR TYP.) E INS 0!n STRIPING �� PROPOSED R=35' upB-RAMP 1 # --�..'na , 7 i I 8 1 0� 11 e m U M N R-10' ___ _ t3= -.I _.�. _�. O!={ ` 1s ' 16' 15 I' PROPOSED INOB ai CROSSED PALM ( b �,, rr AND S AAND A ER �_ n. - ,I�+� - -VOH- - F it TREES 1 �%-'- cl ( o " ' ( LmSf."( VARIES FR01 C10� v l? L m C10 OR SP CE {3 I 11 LONG. 4.7 TO 4.3� 5 a p' PM 'li -. 1 42. I a ::{ 12 13 74 I i l� c 10 VARIES f VARIES 1-- - E+'PaawO�Ev wcwc evPnO� i5�16 17 t �79 20 21 US ;-r`��` - C `5 `' ® --FUTURE EV CHARGING 18 o f, ® a - STA R-10 11 R-2' TION AND BOLLARD 3 �o O EX. 25' WIDE ( DRWY W/3 X SX 5 W o '394.90 SCP ` 0"CF m U PROPOSED 547 S.F. (ROH) _! rte:~ 25' B 6 L 4"'r - % 10 11'-9" TALL COVERED N' �/ a TRASH COMPACTOR AND X19 +'� 94 VARIES V', O)g RECYCLE ENCLOSURE �� j /4Tai. LOC X RQH� 9 j� r I w 13 ��z p o R=10' �R- _ C/C6 �' a/C6 n- o S� Ct0 _� DECORATIVE 27 27 26 25 24 23 22 R-10 o LOC -]r 3 0 we v n 8 la BOLLARD (14) �� �� �II� lz,, 20 7 EX 6" CURB AND ( '' �_ m �-`- DETECTABLE T m� CONC'. )/ w RO 7' 25' R 18' PP 4829 W/ i1 oN 24' GUTTER , ..+ WARNING ^20 7 ,-I�' jl �i 6 ;RISER " l "Ft' z Wn p' C8 �' a: z} Y .. m 7 I I R } i� II z ( li TS ,-' CONN: 1- / zcyi =vQ ,: .` `I-' ,#- j o o vi m r R=10 `4 w I ( z :in fi- a W a29 i E an . ga IFUTURE EV 'I 9' i 12" WIDE CONC. 2 � TYP. m STEP OFF fi. _ I CHARGING I� !I (I II �-./ ci I r z �� (,: I vi LLo C10 I I 6 , I STATION a� 31 12 �'�s "> Zi ( z a, 1 om ® tx' Oct m<� _ o W I R=70' J vAx'�'J 32 I 33 ®� W �J ' I ((�JJ 26 29 maw AR �� 3 ";� : w m Z t w m -' M �. R=10' R=15 M miicn i CLI ¢ I' 8F J _;i ® ri �"� m 5 C�EAREFLOOR R� R= 2 WM R .f GUSTOM.R 'SPACE 10 11 co 7 .I, 15' �E PICK-UPS ENTRANCE �' ; 3 C10 0 i PROPOSED ": {15' 1 -0" C10 E �) U 7 vnNooW �� I Gla N t5 j CONC. SDWK. I xNDSCAP � � � s VEHICLE DETECTOR LOOPS. 'ROH- - ACCESSIBLE k ,4 2 R-2 I Cl0 _ o R-31' SIGNAGE AN , R-2• t iI INSTALL (2) LOOPS INA BOLLARD (3) r ( CIO R=10' / I f 45 44 43 42 49 40 39 38 37 36 35 34 I °"� BUTlEFdFLY PATTERN, 72" FROM R=31• o z'w 46 ! R=90' r aW 3I1 ACCESSIBLE I ( I r .I FACE {lF CURB; TOP LODP TO , 5, p l p < l 1 BE 2" BELOW TOP OF I >r �A / / o ¢ 4 5 �' PARKING 25' PAVEMENT, BOTTOM LOOP TO it �/ I cIz C10 G10 "� (� - i SYMBOL II II-� TYP. I I ( VARIES FRO o w ' l ( I - hS- ( 6.3' TO 6.7 z f} j I (� , BE 1' BELOW THE TOP LOOP. III �� �\ J(7; ' �� `'�� ;i ;� NO PAVEMENT REBAR WITHIN i i .r / \ !n SLACK # Ii Ii 18" TO 24" OF LOOPS. NO CONC. 2 REBAR WITHIN 2" ABOVE THE �' �� 1 PAVEM NT. PLACEMENT TO BE� • ,I I _ _ _ 17' I VARIES FROM 1 m t� 3.3' TO 2.9' AT TH LEADING EDGE OF r i, (( _ r R=2' � _ VARIES FROM Jj� �I PICK -!P WINDOW. PaR I� I,. 3 - .. _ .*` ._- .. - !I .9' TO 4.0' 47 I 48 II 49 U 50 II 51 I 52 53 -- 54 - 55 56 57 37' WIDE w7,3 --x S I I X22 SPEE �IM(T I FU! BOX 394.65 SCP E 50 SGN - OF DIRT O ( ( CANAL` MON. ERN SIGN I I 3.5' DEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER l BALDWIN PARK, CA it PHONE:. • 813-8226 36' WIDE CONC. w-,/3 -X S COFFEE ROAD (PUBLIC STREET) 'Underground Service Alert y�0�FOR yQo Call: Toll Free P � G, c 8 1 1 TWO WORKING DAYS BEFORE YOU DIG FRIANT - KERN CANAL 30 DRAINAGE EASEMENT TO THE CITY PER INST, NO. RECORDED 2020. �y 31 PEDESTRIAN EASEMENT TO THE CITY PER INST. NO. la 00 Sf robs RECORDED J11 dv' 2020. CIVIL ENGINEER: �� GHA PRO QCT N0. 200128 QpRaFESS)0 ENGINEERING, INC S. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT ; Architecture Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 Suite 300 /i p // sr CtVi� Dallas Texas 75254 7 / f _ y Q �/ D qTF Ph: (972) 239-8884 (ate" /J (7lf^�''^ti�`'r O6 -D8-2020 OF GALT[ Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE LAA %NN Z LAWN bJ� co PA LEGEND �-- - d 58 59 lo R=2' 1. STANDARD SPACE (9'x18') R-2' . 51 <= HEIGHT LED LIGHT POLE ON TOP OF A 30" TALL 24" DIAMETER CONCRETE �A BOUNDARY MONUMENTS AND SURVEY BASE FOR A TOTAL HEIGHT OF 25' CONTROL POINTS DESCRIPTIONS SHOWN TALL.�,,� ON SHEET Cl AND C13. d N % � m AP, R� HEIGHT LIGHT POLE. FOR ELECTRICAL PUBLIC UTILITY OPROPOSED INOB INSTALLED AND SU E 71 70 69 68 1 67 666 65 64 (� 63 62 61 60 ,4 -(SURVEYED PROPERTY) IN THE SYSTEM ONSITE CONSISTING OF APPROXIMATELY 11,165 SQUARE FEET - 7' TYP. APRIL 25, 2000, RECORDED MAY 08, 1 2000 AS INSTRUMENT NO. 00-54985 7'- 45 WARNING STRIP. QUITCLAIMED. 270.68,- 10 SIMPLIFIED PLOTTABLE EASEMENTS OUTDOOR SEATING PATIO TABLE WITH DESCRIPTIONS SHOWN ON SHEET C13. NO UMBRELLA (4 SEATS). O 271.89' TOLERANT LANDSCAPED PLANTER AND c CANAL 30 DRAINAGE EASEMENT TO THE CITY PER INST, NO. RECORDED 2020. �y 31 PEDESTRIAN EASEMENT TO THE CITY PER INST. NO. la 00 Sf robs RECORDED J11 dv' 2020. CIVIL ENGINEER: �� GHA PRO QCT N0. 200128 QpRaFESS)0 ENGINEERING, INC S. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT ; Architecture Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 No. 38382 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 Suite 300 /i p // sr CtVi� Dallas Texas 75254 7 / f _ y Q �/ D qTF Ph: (972) 239-8884 (ate" /J (7lf^�''^ti�`'r O6 -D8-2020 OF GALT[ Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE LAA %NN Z LAWN bJ� co PA LEGEND El TR PORTABLE TRASH RECEPTACLE ON A EXISTING MINIMUM 24"x24"x4" CONCRETE PAD. E41I.7 PROPOSED INOB INSTALLED AND 1. STANDARD SPACE (9'x18') 103 MAINTAINED 22'-6" TALL FIXTURE 51 NEW CONCRETE SIDEWALK. HEIGHT LED LIGHT POLE ON TOP OF A 30" TALL 24" DIAMETER CONCRETE �A BOUNDARY MONUMENTS AND SURVEY BASE FOR A TOTAL HEIGHT OF 25' CONTROL POINTS DESCRIPTIONS SHOWN TALL.�,,� ON SHEET Cl AND C13. (_,Ip EXISTING LANDLORD INSTALLED AND A 10.00 FOOT WIDE EASEMENT IN MAINTAINED OFFSITE 37' TALL FIXTURE FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY, A CALIFORNIA CORPORATION, HEIGHT LIGHT POLE. FOR ELECTRICAL PUBLIC UTILITY OPROPOSED INOB INSTALLED AND SERVICES WHEREVER THE PG&E UNDERGROUND AND ABOVE GROUND MAINTAINED DROUGHT TOLERANT M FACILITIES ARE LOCATED WITHIN PARCEL LANDSCA?ED PLANTER AND IRRIGATION ,4 -(SURVEYED PROPERTY) IN THE SYSTEM ONSITE CONSISTING OF APPROXIMATELY 11,165 SQUARE FEET DOCUMENT ENTITLED "EASEMENT" DATED (17.77). APRIL 25, 2000, RECORDED MAY 08, 1 2000 AS INSTRUMENT NO. 00-54985 0 YELLOW TRUNCATED DOMES DETECTABLE OF OFFICIAL RECORDS OF KERN COUNTY. THIS EASEMENT IS TO BE WARNING STRIP. QUITCLAIMED. VEHICLE DETECTOR LOOP. 10 SIMPLIFIED PLOTTABLE EASEMENTS OUTDOOR SEATING PATIO TABLE WITH DESCRIPTIONS SHOWN ON SHEET C13. NO UMBRELLA (4 SEATS). PROPOSED INDS INSTALLED AND l MAINTAINED OFFSITE DROUGHT r el OUTDOOR SEATING PATIO TABLE WITH TOLERANT LANDSCAPED PLANTER AND % AN UMBRELLA 4 SEATS), ). IRRIGATION SYSTEM CONSISTING OF 21 APPROXIMATELY 504 SQUARE FEET, OUTDOOR SEATING PATIO TABLE WITH 3 NO UMBRELLA (2 SEATS).�--; 4 FUTURE EV (ELECTRIC VEHICLE R `� CHARGING STATION, PROPOSED 4 PROPERTY LINE. DIAMETER ELECTRIC PULL BOX, AND A 1 NEW 3' TALL 18"x24" UT "DRIVE THRU' o CLEAR FLOOR SPACE. DIRECTIONAL SIGN. PROPOSED 18" TO 27" TALL 22" WIDE 2 NEW 3' TALL 18"x24" UT "THANK YOU, STUCCO COVERED CMU SCREEN/SEAT DO NOT ENTER" DIRECTIONAL SIGN. WALL WITH A PRECAST CONCRETE CAP. 3NEW PROPOSED 4' MINIMUM TALL DRIVE-THRU PEDESTRIAN CROSSWALK SIGN. LANE SCREEN WALL WITH SMOOTH FACE 4 NEW ACCESSIBILITY ENTRY SIGN. CMU BLOCK COVERED WITH PLASTER PAINTED TO MATCH THE BUILDING. ROH BUILDING ROOF OVERHANG. LOC INDS LIMITS OF PROPOSED ELKI VON 2' VEHICLE OVERHANG WITH NO CONSTRUCTION. OBSTRUCTIONS INCLUDING LIGHT POLES, US DPWVE-THRU CATWALK CONCRETE PAD TREES AND SIGNAGE. WITH UMBRELLA STAND. INOS IN -N -OUT BURGER. PROPOSED INOB INSTALLED AND MAINTAINED OFFSITE STREET DROUGHT CF CURB FACE. TOLERANT LANDSCAPE PLANTER AND IRRIGATION SYSTEM CONSISTING OF axe, _wA at" ADA ACCESSIBLE PATH OF TRAVEL. APPROXIMATELY 622 SQUARE FEET, ACCESSIBLE PATH OF TRAVEL IS NOT LESS THAN 4 FEET WIDE, AND DOES D EXISTING ONSITE LANDSCAPE PLANTER NOT EXCEED A RUNNING SLOPE OF 1:20 AND IRRIGATION SYSTEM MAINTAINED BY (57) OR A CROSS SLOPE IN EXCESS OF OTHERS CONSISTING OF APPROXIMATELY 1:50 (27). 234 SQUARE FEET (0.47). PAD MOUNT TRANSFORMER WITH 7a BPG&E OLLARDS. GENERAL NOTES 1, W -N -OUT BURGER NET SITE AREA: 63,173 S.F. OR 1.450 ACRES. 2. EXISTING CITY ZONE: M-2 (GENERAL MANUFACTURING). 3. GENERAL PLAN LAND USE DESIGNATION: SERVICE INDUSTRIAL. 4. EXISTING LAND USE: EXISTING 1 STORY 6,006 SQUARE FOOT COCO'S BAKERY AND RESTAURANT. 5. 1 PARKING SPACE FOR EACH 75 SQUARE FEET OF BUILDING GROSS FLOOR AREA (OUTDOOR SEATING HAS NO REQUIRED PARKING) MINUS 2 PARKING SPACES FOR DRIVE-THRU LANE BEING LONGER THEN 44' = 50 PARKING SPACES. 6. IN -N -OUT BURGER BUILDING AREA = 3,885 S.F. INDOOR SEATING = 74 SEATS. OUTDOOR SEATING = 60 SEATS (18 TABLES). OUTDOOR SEATING AREA = 827 S.F. STRUCTURE PLUS 64 S.F. EACH FOR 6-4 SEAT TABLES (384 S.F.) PLUS 20 S.F. FOR 3-2 SEAT TABLES (60 S.F.) = 1,271 S.F. 7. CITY MAXIMUM FLOOR AREA RATIO (FAR) = NONE. FAR PROVIDED = 0.06. 8. REQUIRED PARKING LOT INTERIOR LANDSCAPE AREA WITHIN PROPERTY (07) = 0 S.F. 9. LANDSCAPE AREA PROVIDED WITHIN PROPERTY = 11,399 S.F. (18.09,). 10. NEW/REPLACED IMPERVIOUS SURFACE AREA WITHIN PROPERTY = 51,774 S.F. (82.07) 11. IN -N -OUT BURGER PARKING SPACE DETAILED SUMMARY TABLE DESCRIPTION EXISTING REQUIRED PROPOSED 1. STANDARD SPACE (9'x18') 103 46 51 2. STANDARD SPACE (9'x18' PLUS A 2' VOH) 0 0 7 3. STANDARD SPACE (9'x16' PLUS A 2' VOH) 0 0 7 4. CLEAN AIR/VAN POOL/EV (9•x18°) j 0 ' 1 2 5. ACCESSIBLE VAN !17'),18' PLUS A 2' VON) 0 1 1 6. ACCESSIBLE SPACE (14'x98' PLUS A 2' VOH) 4 1 2 7. FUTURE ACCESSIBLE VAN EV PARKING (17•x18• PLUS A 2' VOH) 0 1 1 8. FUTURE EV PARKING (9'x16' PLUS A 2' VOH) 0 1 3 9. IN -N -OUT ASSOCIATE PARKING ONLY (9'x18') 0 0 0 10. TOTAL 107 51 74 11. IN -N -OUT BURGER DRIVE THRU VEHICLE QUEUE (20' LONG INDS VEHICLE WITH 0' CITY REQUIRED LENGTH PRIOR TO THE MENU BOARD) 0 0 21 12. SHORT-TERM BICYCLE PARKING WITHIN DESIGNATED BIKE RACK (57 OF THE VEHICLE SPACES) 0 3 4 13. LONG-TERM BICYCLE PARKING WITHIN A LOCKABLE PERMANENTLY ANCHORED LOCKER ON A CONCRETE SLAB -AMERICAN BICYCLE SECURITY COMPANY BIKE -SHELL MODEL 302, FINISH: MEDIUM GRAY. 0 1 1 12. ALL NEW SIGNS SHALL BE APPROVED BY A SEPARATE CITY PERMIT. 13. PARKING AND ACCESS IS RECIPROCAL WITH THE BALANCE OF THE OVERALL LOWE'S SHOPPING CENTER. i '■ ■ 11 1 �i1o�^ CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO COMMENCING ANY WORK WITHIN THE ADJACENT PUBLIC STREETS OR ANY ONSITE CITY EASEMENT. CONSTRUCTION STAKING NOTE ALL PROPOSED UNDERGROUND AND SURFACE IMPROVEMENTS AND STRUCTURES SHALL HAVE CONSTRUCTION STAKES SET BY A CALIFORNIA LICENSED LAND SURVEYOR PROVIDING HORIZONTAL AND VERTICAL CONTROL FOR THE GENERAL CONTRACTOR TO BUILD FROM. PROJECT NORTH TRUE NORTH ENCROACHMENT NOTE 0 10 20 40 60 THERE ARE NO ENCROACHMENTS INTO OR OUTSIDE OF THE SURVEYED PROP AS THERE ARE COMMON AREA (THE ENTIRE PROPERTY EXCEPT FOR THE BUILDING) RE TE, PUBLIC, AND UTILITY COMPANY EASEMENTS FOR ACCESS, PUBLIC SERVICES, ING LOT GRAPHIC SCALE IMPROVEMENTS AS DESCRIBED IN INSTRUMENT NO. 99-58119 RECO RIL 23, SCALE: 1"=20• (EASEMENT �a ). ®N -OUT BURGER NEW SITE PLAN R LOWE'S SHOPPING CENTER 7985 ROSEDALE HIGHWAY BAKERSFIELD, CA 93348 q - 2.333 C9 JN 19034-19034 C9TW z - - - - - - - VOH - - - - - - - 1. CONC CURB OR STRIPING 4' WIDE PAINTED PARKING o �I STRIPES: (2) COATS WHITE ° ON CONCRETE PAVEMENT, 00 (2) COATS WHITE ON p ASPHALT PAVEMENT i STALL SIGN, SEE DETAIL SEE DETAIL 4/C10 AND oS" !,1 1 1/2 I L3" �9`P' 'o Tpn 3 i J2" BOLLARD AND VAN FUTURE EVCS CLEAR ---` EIBLE �S SIGN, DG TREEWELL FLUSH FUTURE EV CHARGING STATION AND EQ. EQ. SUPPORT MOUNT 4/C10 AND 5/C10, (TYP) 5/C70, (TYP.) WITH SIDEWALK A PROPOSED 4" DIAMETER ELECTRIC NOTE: 5 0 � PULL BOX (2) INSTALL TYPE "A" JOINT JOINTS TO LOCATED N A 5'x NOTES: 1 CLEAR o CI R' 1"' -", 5'-0"O SEALANT AT ALL GRID AND EQUALLY SPACED AT ENDS, LINO. .o a SAWCUT 17 1. SYMBOL PAINTED HIGHWAY ,,,.� I j TREE CLEAR TRUNCATED DOME EDGES WHITE (TWO COATS}. :`�'' -< `'-,`* `47 NlELL t, '� >" o` 0 4-- ,.ei` - ` -VOH t�,u .,e-, t n ' , c a DETECTABLE WARNING ��� �?, '-`' -C''i` CONCRETE U) o °- 2. BACKGROUND PAINTED BLUE, 0.£% "--" , u _ - EQUAL TO COLOR #15090 IN STRIP PER -F-/C2 � `- 0.09" Qom% PAVEMENT in ¢ FED. STD. 595A- 4" WIDE DIAGONAL 1/4"xl/4" SAW CUT PAINTED STRIPES: m NOTCH WITH CRACK 3. SYMBOL MEASURES 3'-0" p =d t-�w - pqt (2) COATS BLUE p �o CHASE SQUARE 4"'NDE PAINTED -Q ml� PARKING STRIPE; a. a . d m t;DCRIVE URB STEP OUT 2 COATS WHITE o z 4"WIDE PAINTED ' . . . O ACCESS AISLE PARKING STRIPE; �° ° ar ' zo u BORDER PAINTED ACCESS AISLE (2) COATS WHITE a � THRU CURB BORDER PAINTED ° PLAN VIEW (2) COATS BLUE NO (2) COATS WHITE ; 4, ° d. 0.0 6 PANG 0 NO EV PARKING 4 a CONIC. TO BE MEDIUM UMBRELLA STAND Wj rY,p�a• BROOM FINISH 0 CABLE AND SET PIN 3" WIDE WHITE i 9'-0" 5`-0" j 9'-0" j 1 VAN" 5 -0" 9 -0" 12'-0" 5'-0" 9'-0"~ '. .. k PRINTED BORDER DETAIL- n1n 12" HIGH LETTERS, ACCESSIBLE PARKING 4" WIDE PAINTED VAN RADIUS CORNER -yfi ik STEP O-12- DRIVE FF ANDU6CURB CURB PARKING SPACE SINGLE LINE STRIPING DETAIL '2" PAINT (2) COATS SYMBOL, SEE DETAIL PARKING STRIPE; n n — p" REBAR DOWELED IN TO NOT TO SCALE L WHITE (TYP.) 2/ClO (TYP.) (2) COATS BLUE DETAIL"6' Vit— ••---• CURB STEPOUT ACCESSIBLE SYMBOL DETAIL hI SAWCUT DETAIL 6"-12" 1 NOT TO SCALE (PENDING MAXIMUM SLOPE IN ANY DIRECTION 1S 2 PERCENT ° n NOTE: NOT TO SCALE WIND) 2500 PSI --------MIN. J"x6 J BOLT ZINC WITHIN PARKING STALL AND ACCESSIBLE LOADING DETAIL 3 ALIGN CONTROL JOINTS IN MIN CONIC. PLATED WITH A BOLT AISLES PER CODE. REFER TO SLOPE ELEVATIONS TYPICAL ACCESSIBLE STALL DETAIL CONCRETE PAVEMENT PARKING ISOMETRIC VIEW PATTERN AT 4j O.C. SHOWN ON SHEET C5. SCALE: 1"=10' STALLS NTH PAVEMENT STRIPING. ^� 1 DETAIL ALL n i @n UMBRELLA STAND DETAIL NOT TO SCALE 1/4" DEEP SAW CUT INIERNATIONAL:SYMBOL OF CONTROL JOINTS, SEE 16 GA. GALV. STL- SIGN PAINTED WITH WHITE REFLECTORIZED POST SHALL BE CAPPED _ ACCESSIBILITY AND GRAPHICS PAINTED - - 6 C10 WATERPROOF W%12GA NTH WHITE REFLECTORIZED PAINT - - j / PAINT INCLUDING FASTENERS WITH 1" HIGH BLACK GALV- METAL GRAPHICS AS SHOWN 1/4" TOOLED CONSTRUCTION REFECTORIZEO PAINTED GRAPHICS AS FOLLOWS: JOINT (POURED SEPARATE UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE 16 GA. PORCELAIN STEEL SIGN I� 1 OR FROM ADJACENT CONCRETE) \ ! V-6" LICENSE PLATES SPACES NOT DISPLAYING SSU DG FOR ¶PER30NIS WITH NG AD DISABILITIES PARKING SIGNAGE TO jO G PAINTED WITH BLUE REFLECTORIZED i j �- - WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED PARKING - VEHICLES MAY BE RECLAIMED AT COMPLY WITH CODE AND Io ON'' PAINT INCLUDING FASTENERS, TYP. - - ROH - - - -'� SIDE ENTRY BORDER LOCAL JURISDICTION Ioj i0"I 1/4^ DEEP SAW CUT FIVE #10 x 3j4" SELF TAPPING CONROL JOINTS, 1/4" TOOLED CONSTRUCTION OR BY TELEPHONING j° MINIM�J VANDAL PROOF SCREWS SEE 6/C10 JOINT (POURED SEPARATE I jpl THRU BOLT ALL SIGNS o MINIMUM FINE $250 SIGN FROM ADJACENT CONCRETE) 24"x24"x1/4" DEEP NOTE: FIN 250 j I SAW CUT WITH CRACK j I I CONTRACTOR TO VERIFY RECLAIM LOCATION AND i 70 SQUARE INCH MINIMUM VAN CHASE - 45 DEG. iv i TELEPHONE NO. WITH OWNER AND ADD TEXT AS A yAhJ ACCESSIBLE SIGN WHERE NOTED 1/4" TOOLED CONSTRUCTION DIAGONAL PATTERN PERMANENT PART OF THE SIGN j °j `O ACCIBLE ON PLAN JOINT (POURED SEPARATE I i I I xo lei FROM ADJACENT CONCRETE) 1/2 R/ joj 5" 0 5" 1 2„R ° MAX. MAX. I Y j j -L TYP THREE #'10 X 3j4” SELF TAPPING I ° j VANDAL PROOF SCREWS D1 1" BETWEEN POST AND BOLLARD 1 D- o w 9 w zI o o 4.^ ° 2" to OCL = o a S SIDE ENTRY BORDER j W ° INGROUND DECORATIVE BOLLARD �Io mF �3ad m= j "� 2" DIA. STD WT GALV STL PIPE POST ov j ( Ioj PROVIDED BY IN -N -OUT BURGER z 3 x _ j ( 12 GA. 2" SQ. GALVANIZED olo z z a z z 3 I ( m FINE GRADE OR PAVING, SEE a .< ACCESSIBLE PARKING SIGNAGE TO wo 4 No wz 1/4" TOOLED CONSTRUCTION SITE PLAN POST WITH NO OPENINGS 1- J o BE MOUNTED ON A 12 GA. 2" SQ. z ¢ XIt JOINT (POURED SEPARATE - (D4 NOT PAINT) w 3 0 p FROM ADJACENT CONCRETE) -F wa GALVANIZED POST OR THE SIDE OF o cv rn v o oz ¢ ° X THE 'EXISTING TRASH ENCLOSURE w O o r it 'i I I 2"x2" 7 GAUGE STEEL HEAVY w w r ai j° DUTY ANCHOR a- ° WALL, SEE CIVIL DRAWINGS„ I I I I i'-0" DIA, CONIC FTG -SLOPE j° (-CORE DRILL 12" DIA. HOLE �.� (o T2 "x2}" 7 GAUGE STEEL HEAVY NOTES: IV i i I,' TOP TO DRAIN ° 4"i I T1 CONIC. SLAB AND INSTALL D � of l DUTY ANCHOR 1. SEE SITE PLAN FOR LOCATION DETAIL 7 11 SITE PLAN FOR LOCATION DETAIL nSn =, �,- Li I n n 4" jo 4" THICK CONIC., SLIGHTLY � z Iol ( OF. BOLLARDS, DETECTABLE n n .� nX U DETAIL III CROWNED AROUND BOLLARD- j j /// JJ�� CORE DRILL 12" DIA. HOLE THRU CONIC- WARNINGS, AND WHERE 0" OF BOLLARDS,. DETECTABLE CONCRETE AT SIDE ENTRY ACCESSIBILITY ENTRY SIGN 2' (°I INSTALL TYPE "A" JOINT o o / SLAB AND INSTALL 4" THICK CONC., CURB OR B" CURB OCCURS. CONCRETE AT FRONT ENTRY WARNINGS, AND WHERE 0" o SEALANT. 1 joj / - SCALE: 1"=5` SCALE: 1"=5' SCALE: 1"=2' 00 j ( L SLIGHTLY CROWNED AROUND BOLLARD. CURB OR 6" CURB OCCURS. j Q" CURB -\ ® 1 )-CONCRETE WALK - o / % INSTALL TYPE "A" JOINT SEALANT. FACE ai j TRUNCATED DOMES joj 0 -CONCRETE WALK - `t,� j°j / TRUNCATED.. DOMES Ir III �,I•IIIIII I!lf�li °+. j ° j j j it III=' w " .'joj CAST CONCRETE CAP. III Il !II I: ll III - -1i ° '.Ii - V)S ,. , j°) TO EQUAL _ DIVIDE INTO I!' til=l' III=[ I II 1=1!ii, ( j =I ilk 13.81' SECTIONS. APPLY TWO LI I FE;Ii I I-11 TILL 1=11 Ili._ , 1 - C U p CSNTEG VISILOCKER"° METAL RECYCLE CAGE VISI11 III_.III _II=! I II EI1 j IlEll l 11K -III !-11 il�- COATS OF SEALANT. =I ui ( ( 1 " xt & r r ys "s= Cut Sheet & Quick Specifications 1'! ill -1 II- '_ I II IEIJ j j '.,I _Il;= INSTALL COMPACTED i_I�I I.i IIIA 1=1 I=1�'� '^ O=wlse Elks • aJ110 °r ra _,__ Q .,_ III .II II IIF -.i I! - _ 11 ILLI I- ,p 9p , (0 1' 'i1=I II =i T II_'I III j j .•..T l C.A-B. OR EQUIVALENT ilIF III IRil,ij., I I11 -III II II III --.1=1i Il I)r,� IN HOLE -11 Ill 1111. II 1=. �1 P d �2 28,• ' R N III -11 III •.I I III 111 III j j - -I I - II!El I n ., 111 I,1 LI -111 I_,2 Til �i) �' 22" Cvr ry� aryl o �7)g' ,5.,;z ,,. ... -1 =1 - L, -.III CA . a 111-I I '.:; I I I I I I-.11 ( j -- I -1 111 I' P O x/ •_...._. -.II M II 111 IIJI III 1 '.TIL=til I:i- h M' - _ I bicycle secured - ClassIlong-term bicycle parking II: II Ill 'il it III Il=:il j i j_I .! , III 1 ;L�IiI r ! !! rlmi I l -I L .I II II II 11=ill I' a 1-1 -1 l _ ei �,� .. M ; gyp.,--- single per locker IN L Li -I— \ tt____-__ I- (; High security expanded metal steel walls ,i L II 11111 �I F-1 I IL -ill 11-, 1 ;l '=11 - ron 9fee➢,came I 1 I II - I_ II_I I � -I'_ j J= .. .. dil i' -I IJ-11=Ili IILIuI� NOTE: INSTALL COMPACTED �. ./ Fully assembled -"= II =1:=11 �-� THIS DETAIL IS FOR SIGNS . I' 1' C.A-B• OR EQUIVALENT IN I - II 7/8- THICK CEMENT Padlcckbandie ( ,.I, r.'. IIS h.L HOLE 1 j 27 ' Ui<.re-high safety ratie9 +, 66 2"x8" THRU WALL OPENING FOR DRAINAGE AT LOCATED IN WALKS OR JI -1 _Ili PLASTER ON Cl BEHIND CURBS 11 Ll,. ( 8'-0" 0.0. (TYP) WHERE SHOWN ON THE PLAN cli i ! i PATIO SCREEN WALL PARTIAL ELEVATION �'�, NOTES: PER SEPARATE PERMIT �nlas back DETAIL n�n n 1. CONTRACTOR TO MINIMIZE NUMBER OF DETAIL rJ I EXPANSION JOINTS IN PATIO WALL. 22".- \ CAST CONCRETE CAP Wj-.._._.... .._ ADA PARKING SIGN AND BOLLARD DETAIL TSW ELEV. 1 4" RADIUS EDGES ion ACCESSIBLE PARKING SIGN DETAIL I I I f / NOT TO SCALE 2. EXPANSION JOINT GROUT COLOR TO PER PLAN Front of bcearto wall setddek `ardwrsw±ng clearance NOT TO SCALE -mimmunt, 48' ia'n) MATCH STONE CAP. I METAL DOWEL Recommended: 50' rmi 3. ALL DIMENSIONS ARE TO THE 22" CAP o -- - 781 Z_- ---- # Lockers parallel to, a will CENTERLINE ( ) OF THE WALL I ^ ~ 3 Less Than 3 a, rno e than 9" 7�0'17 7f8" THICK CEMENT PLASTLR Distance between Jackals O ' lestnan3 or mora Shan?"* *PROVIDE 4 SPACES MINIMUM i t c� j I �Iz in Zp m ! w w »11 #4 RERAR CONT. °Childs: atv in9iv,amcx:,ts IL CONCRETE CURB o 22" CRP I 11 I m a OR STRIPING o > 8" TALL 87 WIDE CMU, FULLY GROUTED -_ PLAN j '� G Ox EXCEPT AT WEEPS AND CONST. JOINTS _.-.. 7s°_,_., Fix FREE layout orpanning assistance, please contact cur SET TUBING 12" BELOW I ( Uj\ c0 �sg :e Planning team Co,. BCC -6307225. MIN- GRADE IN 24" DEEP x 18" I z N w z 6" WIDE CONIC. FOOTING %j h o a j w� 4" WIDE PAINTED PARKING STRIPES: (2) m w> COATS WHITE ON CONCRETE PAVEMENT, of N a (2) COATS WHITE ON ASPHALT PAVEMENT v 7 11 ft6" I ( ( LANDSCAPED PE.AAlT"eR GRADE o UPRIGHT SUPPORTS 1-1/2^as 15" ° IIIIII II STEEL TUBING - 11 GA ���111/// 6. 'I 12" TALL "CLEAN AIR VAN o 0 5 10 20 L X POOL/EV" LETTERS WITH (2) COATS v N ` - #4 REBAR AT 24" 'tont WHITE TRAFFIC PAINT ON ASPHALT FINISH GRADE, SEE CIVIL CONTROL JOINT, CLEAN Ai GRAPHIC SCALE D.C. MAX. PAVEMENT, (2) COATS WHITE PAINT W/¢" FELT _ VANPOOL%EV ON CONCRETE PAVEMENT SCALE: 1"=10' - 4 REBAR CONT. AND TYPE "A" ,.III _- - NATES: 1 LANDSCAPE 1 11/16" JOINT SEALANT ( III 11= 'LEY. �,-0" PATIO SCREEN WALL PLAN DETAIL --• ISI PER PIAN 1) TOP OF SEAT WALL TO REMAIN PER SEPARATE PERMIT LEVEL, WALL HEIGHT VARIES AS REFERENCE: SET TUBING 12" BELOW REQUIRED TO ACCOMMODATE CALIFORNIA GREEN CODE GRADE IN 24" DEEP x o4 REBAR GOVT. SLOPE OF PATO PAVEMENT. SECTION 5.106.5.2 I _ I _ CAST CONCRETE CAP COLOR: F 6" NODE CONIC. OOTING g i � I n n L SECTION L L L SUBMIT COLOR SAMPLES FOR DETAIL C .�:'...:.-. �':. APPROVAL BY IN -N -OUT BURGER DETAIL n10" NOTE: ELEVATION °""..<`.',",...'<' ;:: {;';.':.:...,-::;' CONSTRUCTION MANAGER- LONG TERM BIKE LOCKER CLEAN AIR VAN POOL/EV PARKING SPACE 1. FINISH TO BE WEATHER RESISTANT, PAINTED n n DETAIL "B^ 19 g" NOT TO SCALE SET fix` NOT TO SCALE BLACK. DETAIL A 2. ANCHOR RACK TO CONCRETE W/3/8.0 x BICYCLE RACK 22"WIDE PATIO SEAT/SCREEN WALL 2 0" * _ 2-1%2" WEDGE ANCHORS (4 REQ'D). NOT TO SCALE NOT TO SCALE PATIO SEAT/SCREEN WALL SECTION REVISIONS GHA PROJECT N0. 200128 CIVIL ENGINEER: T DEVELOPER: Underground Service Aleri 0- t MSL YROFEsst IN=N -OUT BURGER IN -N -OUT BURGER e£vaRF r �` eF° s• �Mo�F SITE � ��" DETAILS �� _ °� Call: Toll Free Q Al I f J � I ENGINEERING, INC �� °� LOWE'S SHOPPING CENTER 13502 HAMBURGER LANE ° n n n n n p CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN,SITE DEVELOPMENT 7985 ROSEDALE HIGHWAY ❑ p (I��1I I BALDWIN PARK, CA 91706 1 1 Architecture/Development 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 ,r N°. 38382 ; , CONTACT: CASSIE YEE 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 *r BAItERS1-LEL®, GA 93308 TWO WORKING DAYS SuikB 300 PHONE: 626813-8226 BEFORE YOU DIG Dallas Texas 75254 9TF p4�Y Q Ph: (972) 239-8884 ./J �r�no�7- 06-08-2020 CALyF Fax: (972) 239-5054 MARK S. LAMOURE X R.C.E. 38382 DATE -3 3 JN 19034-19034 00apd M a Q 394.1 O SCP r �I Ni J NJ' O m. 9 HOHOVUT ® �IaEUMM12 I _ N89'46'45"W NWC OF SEC 28, T 29S, R 27E, MOM ( ( ®Or NW Y4 OF SEC 28, T 29S; R 27E, MOM AND THE CENTERLINE OF COFFEE ROAD PER (2) AND (3) F_ W W Ii U _J m n r%T L.I R I 1/16 COR. OF SEC 28, T 29S, R 27E, MOM I CV I M i W Y4 COR. OF SEC 28, T 29S, R 27E, MDM 392.4 FG 388.35 SCP H IIEVELOPER: IN -N -OUT BURGER 13502 HAMBURGER LANE BALDBALDWIN PARK,1 91706 CONTACT: 626 813-8226 249.14' (394.48 3C_ P_ Underground Service Alert Call: Tall Free 11 TWO WORKING DAYS BEFORE YOU DIG IN REVISIONS a as S. LINE OF THE NW Y4 OF THE NW Y4 OF SEC 28, T 29S, R 27E, MOM "'."""'�'^`"`"'°'"'•, _ ". _ ^�^^+^*ism+rro-e�.anmcmmmams�"m.x+=+=mmamm�um�s"na.'aspxsm.mars��rnmmre�,rr"a�amwmuwtutrmmn vrawwawwm�uvxaaw:mmcuixuwvmvnmwnaua,cxmaanm o..«..........w...._ _ 600.13' N89 47'45"W GHA PROJECT NO. 200128 Architecture j0evelopment 14901 Quorum Drive Suite 300 Dallas Texas 75254 Ph: (972) 239-8884 Fax: (972) 239-5054 r iii-11vLLL CIVIL ENGINEER: � I ENC IM INEERINQ INC. CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 301 NORTH SAN DIMAS AVENUE, SAN DIMAS, CA. 91773 (909) 305-2395 FAX (909) 305-2397 S. SWC OF PARCEL A OF (2) ?EtOFESSt IN=N=OUT BURGER . LOWE'S SHOPPING CENTER No. 36362 " A 7985 ROSEDALE HIGHWAY c,Y,L BAKERSFIELD, CA 93308 ` OF �ALiF� BOUNDARY MONUMENTS AND SURVEY CONTROL POINTS A SET SCRIBED "+" ON TOP OF CONCRETE CURB. B SET 2"X2" WOOD HUB AND NAIL IN SOIL FLUSH. SET MAG NAIL AND FLAGGING IN A.C. PAVEMENT FLUSH. �D SET SPIKE AND FLAGGING IN SOIL FLUSH. C4 FOUND 2" BRASS DISK WITH PUNCH MARK ON TOP OF CURB STAMPED " CALIF. DEPT. OF TRANSPORTATION RP3 2006" NO REFERENCE. F� FOUND 3.5" DIAMETER BRASS DISK BENCH MARK MONUMENT STAMPED "Z 1207" RESET 1998" IN CONCRETE PER NGS DATA SHEET DESIGNATION Z 1207 RESET. d FOUND KCS CONCRETE MONUMENT WITH BRASS CAP STAMPED "KERN COUNTY SURVEYOR 1-22-57" PER AMENDED PARCEL .MAP 10236, PMB 49-100-102, DOWN 18 t�H FOUND KCS 2" IRON PIPE WITH CONCRETE PLUG PER AMENDED PARCEL MAP 10236, PMB 49-100-102, DOWN 48". O FOUND 2" IRON PIPE WITH METAL CAP AND PUNCH MARK STAMPED "RE 6640 PROP. COR. 1957" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, UP 12". 4 FOUND W REBAR WITH PLASTIC CAP AND PUNCH MARK STAMPED "LS 4258" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, DOWN 4", K FOUND 2" IRON PIPE WITH WOOD PLUG AND NO TAG IN LIEU OF 2" IRON PIPE TAGGED LS 3420" PER AMENDED PARCEL MAP 10236, PMB 49-100-102, UP 4". Q FOUND 2" BRASS DISK WITH PUNCH MARK ON TOP OF CONCRETE CURB STAMPED CALIF. DEPT. OF TRANSPORTATION", NO REFERENCE. FOUND 2Y4" ALUMINUM CAP WITH PUNCH MARK STAMPED "BUREAU OF LAND MANAGEMENT 2011 4R FKC SEC 28 T 29S R 27E" IN LIEU OF 2" IRON PIPE TAGGED "RE 6640 PER AMENDED PARCEL MAP 10236, PMB 49-100-102, DOWN 5", 0.10' SOUTH. FOUND 2" IRON PIPE WITH CONCRETE PLUG AND TAG STAMPED "RCE 17564", NO REFERENCE, DOWN 12", 0.18' WEST. PARCEL A REST NT DN BASIN REFERENCE MAPS AND DEEDS (1) FIRST AMERICAN TITLE COMPANY NATIONAL COMMERCIAL SERVICES ALTA COMMITMENT FOR TITLE INSURANCE WITH A FILE NO. OF NCS -978675 -SAI DATED SEPTEMBER 03, 2019 (PTR). (2) AMENDED PARCEL MAP 10236 FILED FEBRUARY 27, 1998 IN BOOK 49 OF PARCEL MAPS, PAGES 100 THROUGH 102, RECORDS OF KERN COUNTY. (3) RECORD OF SURVEY FILED JUNE 28, 1996 IN BOOK 19 OF RECORD OF SURVEYS AT PAGE 90, RECORDS OF KERN COUNTY. RECORD DATA NOTE BEARINGS AND DISTANCES SHOWN HEREON WERE TAKEN FROM AMENDED PARCEL MAP 10236 FILED FEBRUARY 27, 1998 IN BOOK 49 OF PARCEL MAPS, PAGES 100 THROUGH 102, IN THE OFFICE OF THE COUNTY RECORDER OF KERN COUNTY. SIMFLIFIED PLOTTABLE EASEMENTS 10 ITEM NO. 10 AN EASEMENT 1N FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES AND INCIDENTAL PURPOSES, DATED AUGUST 11, 1883, RECORDED AS VOLUME 3, PAGE 353 OF THE MINUTE BOOKS, RECORDS OF KERN COUNTY. 13 ITEM 0. 13 AN EASEMENT IN FAVOR OF THE STATE OF CALIFORNIA FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT ENTITLED "DEDICATION HIGHWAY EASEMENT DEED (INDIVIDUAL)" DATED NOVEMBER 01, 1995, RECORDED DECEMBER 11, 1995 AS INSTRUMENT NO. 95-150677 OF OFFICIAL RECORDS OF KERN COUNTY. 14 'ITEM NO, 14 AN EASEMENT IN FAVOR OF THE STATE OF CALIFORNIA FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT ENTITLED "DEDICATION HIGHWAY EASEMENT DEED (INDIVIDUAL)" DATED JUNE 02, 1997, RECORDED JUNE 10, 1997 AS INSTRUMENT NO. 97-76810 OF OFFICIAL RECORDS OF KERN COUNTY. 15 THE DOCUMENT ENTITLED "AMENDED AND COMPLETELY RESTATED DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS AND RESERVATION OF EASEMENTS FOR ROSEDALE - BAKERSFIELD BUSINESS COMPLEX A PANNED BUSINESS DEVELOPMENT" DATED APRIL 22, 1999 MADE BY JACK TURMAN AND NORMA TURMAN, TRUSTEES OF THE TURMAN CHARITABLE REMAINDER UNITRUST DATED MARCH 20, 1997 (-TURMAN"), FRAN MAR COMPANY, A CALIFORNIA LIMITED PARTNERSHIP ("FRAN MAR"), COLDWATER FARMS, INC., A CALIFORNIA CORPORATION (-COLDWATER"), THOMAS CATTANI, INC., A CALIFORNIA CORPORATION ("CATTANI"), P&R ALMOND ORCHARDS, INC., A CALIFORNIA CORPORATION ("P&R"), AND LOWE'S H I W, ':NC., A VIRGINIA CORPORATION (-LOWE'S-), NTH FRAN MAR, COLDWATER, CATTANI AND P&R COLLECTIVELY REFERRED TO AS THE "FRAN MAR ENTITIES", RECORDED APRIL 23, 1999 AS INSTRUMENT NO. 99-58119 OF OFFICIAL RECORDS OF KERN COUNTY CREATING COMMON AREA BLANKET EASEMENTS FOR VEHICULAR AND PEDESTRIAN ACCESS, SURFACE AND UNDERGROUND IMPROVEMENTS, A WATER RETENTION BASIN OVER PARCEL A, CITY PUBLIC SERVICES, ALONG WITH PUBLIC AND PRIVATE UTILITIES. '20 .ITEM NO. 20 (TO BE QUITCLAIMED) A 10.00 FOOT WIDE EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY, A CALIFORNIA CORPORATION, FOR ELECTRICAL PUBLIC UTILITY SERVICES WHEREVER THE PG&E UNDERGROUND AND ABOVE GROUND FACILITIES ARE LOCATED WITHIN PARCEL 4 (SURVEYED PROPERTY) IN THE DOCUMENT ENTITLED "EASEMENT" .DATED APRIL 25, 2000, RECORDED MAY 08, 2000 AS INSTRUMENT NO, 00-54985 OF OFFICIAL RECORDS OF KERN COUNTY. THIS EASEMENT IS TO BE QUITCLAIMED. 265.11' 1324.33' PARTIAL LEGEND • 6 • INDICATES THE BOUNDARY OF THIS BOUNDARY AND EASEMENT MAP. SEC SOUTHEAST CORNER NWC NORTHWEST CORNER KCS KERN COUNTY SURVEYOR N N TRUE NORTH PROJECT NORTH 0 15 30 60 90 GRAPHIC SCALE SCALE: 1"=30' A t9-333 13 ro N U � W � co 0 W O N) O � U N' N �F 'ARCEL A 459.09' 388.7 FG93,50 SCP 388.46 SCP K 393.2 FG N N TRUE NORTH PROJECT NORTH 0 15 30 60 90 GRAPHIC SCALE SCALE: 1"=30' A t9-333 13