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Home My WebLink About5.7-10606 - 5202 Pampas LaneGRADING NOTES ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, CITY OF BAKERSFIELD GRADING ORDINANCE, AND THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. ALL TESTING REQUIRED BY 2016 C.B.C. OR MOST CURRENT VERSION SHALL BE PERFORMED. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER, WHO SHALL BE PRESENT AT ALL TIMES DURING GRADING OPERATIONS. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS BEFORE STARTING ANY OF THIS WORK. THE SOILS ENGINEER SHALL PROVIDE TO THE DESIGN ENGINEER A FINAL SOILS REPORT OR A STATEMENT THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE GRADING PLAN AND PRELIMINARY SOILS REPORT ALONG WITH COPIES OF THE COMPACTION TESTS. CONTRACTOR SHALL OBTAIN ALL NECESSARY ENCROACHMENT AND/OR OTHER PERMITS FROM THE APPROPRIATE PUBLIC AGENCY BEFORE START OF CONSTRUCTION. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS. THE DESIGN ENGINEER AND THE BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING OF FILL MATERIAL. IF THE CONTRACTOR FAILS TO MAKE NOTIFICATION, ALL WORK DONE ON THE SITE WILL BE DONE AT THEIR OWN RISK AND CAN BE REJECTED. ANY REGRADING REQUIRED SHALL BE DONE AT THE CONTRACTORS OWN EXPENSE. THE CUT AND FILL QUANTITIES SHOWN ARE CALCULATED USING A COMPACTION FACTOR OF 1.5. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF CONTRACTOR, DURING THE PROGRESS OF CONSTRUCTION BELIEVES THERE IS A DEFICIENCY OR AN EXCESS OF SOIL, HE SHALL IMMEDIATELY CONTACT THE ENGINEER WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO PROVIDE A BALANCE BETWEEN CUT AND FILL. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THIS PLAN, SPECIFICATIONS, SOILS REPORT, AND THE CALIFORNIA BUILDING CODE WITHIN HIS PURVIEW. THE CONTRACTOR OR OWNER SHALL BEAR ALL EXPENSES OF COMPLIANCE WITH THESE REQUIREMENTS INCLUDING ALL ONSITE INSPECTIONS AND AS -BUILT SURVEY. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY SECTION 3305 OF THE C.B.C. AND SO CERTIFIED BY TESTS AND REPORTS FROM THE SOILS ENGINEER. THE SOILS ENGINEER OR STRUCTURAL ENGINEER MAY REQUIRE A MINIMUM THAT EXCEEDS THIS REQUIREMENT. SURFACE DRAINAGE TO BE 1% MINIMUM, EXCEPT WERE CONCRETE SWALES ARE PROVIDED. A MINIMUM OF 2% AWAY FROM ALL STRUCTURES. ALL SLOPES SHALL BE NO STEEPER THAN 2:1 UNLESS OTHERWISE NOTED AND APPROVED BY THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN + OR - 0.1 FOOT OF DESIGN GRADE. IF THE PAD SHOULD BE FOUND TO BE MORE THAN THIS THE CONTRACTOR SHALL BE REQUIRED TO REGRADE AND RECOMPACT THE PAD AREA UNTIL IT IS WITHIN THESE REQUIRED GRADE TOLERANCES AT THEIR OWN EXPENSE. QUANTITIES WERE CALCULATED ON THE ASSUMPTION THAT EXISTING GROUND WILL BE COMPACTED AN AVERAGE 1.0 FEET DUE TO CLEARING AND GRUBBING OPERATIONS AND COMPACTION FROM EQUIPMENT. YARDAGES ARE FOR PERMIT PURPOSES ONLY, ACTUAL YARDAGE MAY VARY, THEREFORE THESE NUMBERS SHOULD NOT BE USED FOR BIDDING OR PAYMENT. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND COMPACTED AT OPTIMIUM MOISTURE CONTENT BY AN APPROVED METHOD, OR AS DIRECTED BY THE SOILS ENGINEER. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. ALL FILL AREAS TO BE CLEARED OF VEGATATION AND OTHER UNSUITABLE MATERIALS FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH THE APPENDIX "J" OF THE CALIFORNIA BUILDING CODE. THE CONTRACTOR IS RESPONSIBLE FOR CALLING U.S.A. ALERT 2 WORKING DAYS BEFORE BEGINNING ANY WORK ON THIS PROJECT. (1-811-612-2444) THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. NO PERMANENT LOT CORNERS WHERE SET. THE BOUNDARY INFORMATION IS FROM RECORD AND IS INTENDED FOR ORIENTATION ONLY AND IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ALL GRADING SHALL CONFORM WITH THE APPENDIX "J" OF C.B.C. AND STANDARDS PERTAINING THEREOF AND THE PRELIMINARY SOILS REPORT WHICH HAS BEEN PREPARED BY; KRAZAN & ASSOCIATES INC., DATED MARCH 12, 2014, PROJECT NO. 26-12173 AND UPDATED SEPT. 18, 2018, PROJECT NO. 26-18469. ALL CONSTRUCTION ACTIVITY, INCUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLEY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF THIS SITE. AT 5202 PAMPAS LANE. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. AS GRADING PLAN FOR, SPR N0. 18.0292 5202 PAMPAS LANE - GRADING PERMIT # 19-40000003 EX. CURB, GUTTER & SIDEWALK 060 060 2% _J HC RAMP WITH HANDRAILS SEE DETAIL SH. 4 1 \&o 6" X 12" 6" X 18" CONC.CURB CONC CURB SECTION E - E nts PIL I CLASS "B" COIJC I CONC. GUTTE_ 3'+l- _ 2'+/- EX. 6" CONC CURB FF - 364.30 2"+l- 4" I I J COMPACTED FILL 95% COMPACTION SECTION C - D nts 364.30 FF PLANTER 2" CLASS "B" CONC SUBGRADE COMPACTION TO 90% MIN. TO 6" BELOW SUBGRADE CONC. CURB DETAIL nts � G NO. 34789 fP *\ EXP. 9/30119 /* ,9TF OF F�/ JER L.HENDRICKS RCE 34789 EXP. 9/30119 USGS AND CITY BM- CONC MON IN WOODMERE DRIVE 141.9 FEET EAST OF THE INTERSECTION OF PARK STEVEN COURT, USGS AND CITY DATUM ELEV. - 362.16' DIRT QUANTIFIES; 342+/- cu yd CUT 0+/- cu yd FILL THEREFORE; 342-�/-cu yd EXPORT TO BE USED AS LANDSCAPING ON SITE N(( PLAN Er IV a ziu Vl Department and Bu to'le ; gn kriteria used and f rify lao IGrli :.s, C,0 jes 1:1c; Or dir � nces. Engineer for tt.. s,,div+-;er or developer shall be s!ble c,raccuracy ofcaicularc.�lE,�orthisplan and snall submit aceriir'iec j "as-g,aded" plan after completion of the grading. I APPR VED BY: ! ublic Woft Deparh ;nt Gate DATE 5/19 JOB NO. 533-18-3.0 Q U, z NrC30 0 0 VICINITY MAP nts Date ABBREVIATIONS FC FINISH CONC. GRADE FG FINISH GRADE COB- CITY OF BAKERSFIELD AB- AGGREGATE BASE AC- ASPHALT CONCRETE BM- BENCHIVARK TBM- TEMPORARY BENCH MARK EP- EDGE OF PAVEMENT EX- EXISTING FF- FINISH FLOOR LP- LIGHT POLE LS- LANDSCAPING FH- FIRE HY',RANT FL- FLOWLINE GB- GRADE FREAK HC- HANDICAPPED IP- IRON PTFE MH- MANHCLE NTS- NOT TC SCALE OG- ORIGINAL GRADE PP- POWER POLE TC- TOP OF CURB CONC- CONCRETE CB -CA T CH EASIN PUE- PUBLIC UTILITY EASEMENT TP- TOP OF PAVING WV- WATEF, VALVE GV- GAS VALVE BW- BACK 0= WALK SD- STORMDRAIN TW- TOP OF WALL TF- TOP OF FOOTING PL - PROPERTY LINE DRAINAGE DIRECTION 98.00 + EXISTING GRADE ��') PRO'OSED GRADE UNDERGROLND UTILITIES (PLAN LOCATIONS ARE APPROXIMATE ONLY) -- S------SA\ITARY SEWER LINE ---- W ------WATER LINE - G ------GAS LINE E ------ELECTRICAL CONDUITS -- T------TE_EPHONE CONDUITS OR NOTES; LEGAL DESCRIPTION; PARCEL MAP NO. 10606 PHASE 1, LOT 11 PARCEL AREA 13,500 SF SPR. # 18-0292 ADDRESS 5202 PAMPAS LANE APN 499-582-03 OWNER; SCOTT AND NANCY SHELTON BASIS OF BEARINGS N 00042'27" E FOR THE CENTERLINE OF PAMPAS LN ZONE; M-1 WOODMERE DR z `i Q a- NATHANIEL WAY � SITE RECEIVED JUN 13 2019 ,IT`r` OF :s kKERSFIELD ,>;r•, �.,r�. -..-�._��'".HENT PERMIT NO. -19-40000003 CITY RECORDS NO: AS GRADING PLAN FOR 5202 PAMPAS LANE, PARCEL 11 PARCEL MAP NO. 10606 #1 S�c3- OZPJ� i J'X_k PEDESTRIAN ACCESS EASEMENT PER DOC. NO. 219039967 O.R. O C 1 C-2 CONST. STD. ST -4,24- DRIVE APPROACH CONST. ENTRANCE PEDESTRIAN ACCESS EASEMENT PER DOC. N0.219039966 O.R. + 363.64 360.29 T 362.80 + 363.89 359.80 FL i i 360.451 + PAR. 10, PM N0. 10606 PHASE 1 I I 1 I II I I II I I II I I I I I VACANT LOT I I X TRUNCATED ACCESS & DRAINAGE EASEMENT II I I I I I I DOMES TYP. PER DOC. NC. 219036439 O.R. AND II ( 2' SAWCUT TYP. 3s98 I I I I DOC. NO. 219036440 O.R. II REPAVE PER pF ST -11 & ST -13 I I i I 000 I I A I I �F� II tea, 2:1 SLOPE TYP. \ m I I it i C I I C I �o U \� a W o0 Z I I a I I 1�'6O 7% w?>> SWALE -1.4% - - uj i 0 EDGE OF CONC. I I 1( P/L Z 360.351TC 360.461 1 I N 89o 17 33�� W 359.861 FL I I .� NST ST 1GHT B + 362.35 + 363.64 I a U 0 Q0 M 0 �v �i SWALE oo � o -2.3% 0 150.00' + 363.83 I I I I N 6" CONC. OVER 1 12" - 24" 12" COMP OG 95% opo I I I CONC. CURB I 06ti o cl. `0��0 � 00 0 0 9\ 11 C� � -I---------- - - 359� 000° I I ® ----- -- -- MP I I I I I I `„ I I 0v'o8 110 0 3' TRUNCATED DOMES TYP. I I I I j I ° ryFC 2 ° Ufa, N �� 6" CONC. OVER 12" COMP OG 95% C=) I o I I I - - - J j ~ � 5� TYP. �O QG 1 --------GB360.39 T ----------- FG rn 359.95 FLfI 360.561 LS 1 362.76+ I I I I I CITY STD. \ 1 I i 1 TRASH ENCL. c-4 G N ,P err I I 1 II - 7% �`y V 0^� �G 6'?&1 �e 1 II 360 551co�G ,tCy78 n��oco„�`o •6�,�.�C 360.44 TCI I I �, o o0 o o LS 359.98 FL ,I 1\ \\ opo Z/o 5' CONC °o °� oI o°oo o oo \ \\ \ LS \ 64.17 N o0v n II \ \\ \ FC 00 0° N \ \\ t_ > 00 II 360.43 T� \\ 360.5; \\ 2 ?� HC RAMP ROLLUP DOORS 364.04 II 359.97 FL+ \ ' TRUNCATED X TRUNCATED PER ADA STD. II N \ \\ \ \ OMES TYP. DOMES TYP. II � \ \\ \ I HANDICAP SIGN, SEE II o EX. CURB, GUTTER \ \\ \ I SHEET 4 FOR DETAILS II II � &SIDEWALK \ - 1 1 \ 11 I 1 II 1 11 1 4' 4' CONC RAMP W/HANDRAILS II l 11 1 PER ADA STD. 405 ALSO SEE FF - 364.30 , PAD - 363.80 II I i 1 DETAILS ON SH. 4 4" CONC, 3" & 2" SAND I I I 11 1 PER OWNER II I 11 i I II I II I I � II HANDRAILS ON 7.6% 1 I I M p II SLOPE RAMP ONLY I I 1 1 LS i + 36 .83 1§3 II II I I E 360.58 TC- 1 360.741 i LS E+ 62.98 / II 360.13 FL I I II I I I I I P POSED BUILDING II I II 1 I II I 11 I II I 1j I I I I I I I I oo I w II I I I 366 `Oo V I UTILITY VC PIPES 6" CONC. CURB D I I I I I �cC I,,' 6,p cf .52 / REMOVE CONC "V" GUTTER r I 1 I (( 1% G, 3 I C �� _ = -�/ 363.48 Lu F ' � 85' _ XII 360.60 TC360.14t ( (( CABLE >,362.76 ( O - - ��+362.78-------------ii 364.10 - ----- r -------- - - I 360.90 / / S 89017'33 150.00' RIP RAP TO DISPERSE A 6" CONI. CURB DRAINAGE FLOW / P/L UTILFY AULT EX/ LANDSC ING / II I 360.66 TC / // / BLOCK ET. WALL / II 360.19 FI -t 36?.93 _ // / // D 4- 362.82 x,0.74 / / =X. CONC. PARKING �i----F- ------------------------- co II I I co � PAR. 12, PM NO.10606 PHASE 1 4 / I I / C/L NATHANIEL-- WAY FD CONC MON 359.67 I I ORIG. GRADE 'o �� 6" CONC.,tom ��_ -2% ----------------- DIRT 4% 2.7% 2:1 SLOPE MAX. � + 364.11 0 N �`o/ 44 r- 3% 6`�d \ m 1/o I C I C I �o U \� a W o0 Z I co a I � \ I LS I EX. 6" BLOCK WALL 8F� 1 /o I C0 I CONC e I c:) 04 I 3g4,40 � I I I o CONC. 1 1 9% W 364.29+ ( N B I I C4 B i a i o uj I z J I P/L �I I L6 cI I FF - 364.30 SECTION A - A nts 364.30 FF P/L BOA C, 2o _ �-� P/L I I EX. & DET. WALL II I� I i I 1 g,�0 I - 6" CONC SECTION B - B nts P/L JJI I� I 1 EX. 6' DET. WALL II I I 6" CONC. CURB I 364 •� on I X30 3sT LANDSCAPING �60G C 1% MIN. 3638 �------- F�+ s L 6" CONC. I EX. CONC PARKING LOT r -4 EX. 6" CONC. CURB I CONC. "V" GUTTER DATE _ 5/19 JOB N0. 533-18-30 SECTION C - C nts NOTE BEST MANGEMENT PRAC-ICES SYMBOLS SEE GRADING MAP FOR LOCATION OF VARIOUS MANAGEMENT PRACTICES AND DETAILS ON SHEET 4 0000000 INSTALL SILT FENCE ANE/OR FIBER ROLLS ALONG NORTH, WEST AND EAST PROPERTY BOUNDARY HFj��,Q �L NO. 34789 c- � EXP. 9/30/19 ��9T C/VIS �� 0 CAU L.HENDRICKS RCE 34789 EXP. 9/30/19 CITY RECORDS NO: AS GRADING PLAN FOR 5202 PAMPAS LANE, PARCEL PARCEL MAP NO. 10606 #1 Straw barrier Max reach 30 ft Straw barrier End �- A et Slop 86 min er ll i / / 2"to 4" e L ... ............... . T .. i Cross barrier A �..., ✓/-_,........ L Toe of slope O � O h� Nil"x rwood PLAN stakes max bedback varies NTS Slope 4 ft spacing 2"X 2" Wood stake /Straw bag barrier Straw bail on outside / Straw bail on inside TO of _ f !n\ Straw bag on outside ENTRENCHMENT DETAIL slope JJ N.T.S. ISEd . R 18" 'Straw bail barrier A -A NTS END DETAIL NTS A straw bale barrier is a temporary linear sediment barrier consisting of straw bales, designed to intercept and slow sediment laden sheet flow runoff. Straw bale barriers allow sediment to settle from runoff before water leaves the construction site. Notes,. 1. P/ace along the perimeter of a site, streams and channels, and/or around stockpiles. 2. Place below the toe of exposed and erodible slopes. J. Place down slope of exposed soil areas. 4. Place parallel to roadway to keep sediment off paved areas. 5. Do not use for drain inlet protection or in areas of concentrated flows. 6. Straw bole to be a minimum of 14 inches wide, 18 inches in height and 36 inches in length. 7. Shall be composed entirely of vegetative material, except for the binding material. 8. Bole bindings shall be either steel wire, nylon or polypropylene string placed horizontally. 9. Commercial quolily lumber shall be used for 2 inch by 2 inch wood stokes of adequate length. 10. Limit the drainage area upstream of the barrier to 0.25ac/100 ft. 11. Limit the slope length drainina to the straw bole barrier to 7008. 12. Slopes of 2-' or flatter are preferred. 13. If slope exceeds 10X the length of the slope upstream of the barrier must be less than 50 ft. 14. Install straw barrier along a level contour, in a trench and tightly abut adjacent ba/es. 15. Last straw bale on end needs to be turned up slope. 15, Inspect straw bale barriers before and after each rain event. 77. Inspect straw bale barriers for sediment accumulations and remove sediment when depth reaches one third of the barrier height. 18. Replace or repair damaged bales as needed. /r r / r r / Y r� / / ri r 'r J Notes: Stockpile management procedures and practices are designed to reduce or eliminate air and storm water pollution from stockpiles of soil, and paving materials such as portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate base, aggregate subbase or pre -mixed aggregate, asphalt binder .,i.e. cold mix) and pressure treated wood. Notes: 1. Protection of stockpiles is a year-round requirement. 2. Locate stockpiles a minimum of 50 feet away from concentrated flows of storm water, drainage courses, and drain inlets. J. Implement wind erosion/transport control practices as appropriate. 4. All stockpiles shall be covered, stabilized, or protected with a temporary linear barrier (i.e. sandbags, etc.) prior to the onset of precipitation. / / / r 5 f / Y / f Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic- The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roods. Sediment deposited o•1 the roadway must be swept up immediately and may not be washed down by rain or other means into the storm drain system. See Type 1 and Type 2 details. 2. Stabilized construction entrance shall be: G. Located at any point where traffic will be entering or leaving a construction site to or from c public right of way, street, alley, and sidewalk or parking area. b. A series of steel plates with rumble strips'; and/or min >3' to <6" crushed aggregate with length, width & thickness as needed to adequately prevent any tracking onto paved surfaces. J. Adding a wash rack with a sediment trap large enough to collect a// wash water can greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. G. Remove all sediment deposited on paved roadways immediately. b. Sweep paved areas that receive construction traffic whenever sediment becomes visible. c. Pavement washina with water is prohibited if it results in a discharge to the storm drain system. CE r Y: t "i Note: Install fiber roll along a level contour, y y yFiber rolls • ::'.' Vertical spacing ':':•:'..' .• / measured along the rte�'' y .v face of the =lope varies betwom 10 ft Install a fiber rail near and 20 ft elope where it transitions Into a steeper slope TYPICAL FIBER ROLL INSTALLATION Notes: 1. Place along the toe, top, face, and at grade breaks of exposed and erodible Slopes. 2. Place on the down-slope of exposed soil areas. J. Place around temporary stockpiles. 4. Place along the perimeter of a project. 5. Slopes greater than 1:5 may require the use of 20 inch diameter tZber rolls at the top of 5/oyes. 6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with a minimum 8 inch diameter. 7. Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart 8. Slopes 1:4 to 1.2 require fiber rolls to be placed no more than 15 feet apart. 9. Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet Good. 10. Fiber rolls shall be placed in a 2 to 4 inch deep trench. 11. Wooden commercial grade stakes, " X ' shall be used to secure the fiber roll to the ground surface. Stokes shall be a minimum length of 24 inches and driven o minimum of 12 inches. 12. A single -stake installation requires the stakes to be placed no more than 2 feet apart. 13. !f more than one fiber roll is placed in a row, the rolls shall be over/apped, not abutted, a minimum of 1 foot. s T / Y-' / s / Straw Mulch Hydroseeding Hydraulic Mulch Geotextiles, Mats, Plastic Covers and Erosion Control Notes, Blankets 1. Soi!/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stobillzation, vegetative buffer strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from October 1 thru May 30 and on all disturbed areas during a rain event or potentia/ rain. J. Stabilization practices shall contro!/prevent erosion from the forces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored Immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum, application of wood fiber shall be 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 93309-0725. Phone: (661) 336-0967. 8. When using hydraulic mulch, the application shall be between 1 to 2 tons per acre. 9. Geotextiles, mats, plastic covers and erosion control blankets should be considered when disturbed soils may be particularly difficult to stabilize. 10. For geotextiles, mots, and erosion control blankets, installation should be in accordance with manufactures recommendations. ypicall , overlap of geotextiles/mats edges is 2 to 3 in. and stop/ed every 6 in. When h/onkets are to be spliced, place blankets end -over -end (shingle style) with 6 in. overlap and staple through overlapped area, approximately 12 in. apart. i r, / r, / f J f 7/ s / s y / y� / 5 1 D Zzl ,,,,u... Absorbent ,. y Cleanup Material / t /ff/" / ,tom f/ .. /r Entrance/exit must be ' ..r- /...., ,.... ... . elevated to prevent run-off '"""�--- '<ae::- .........'•.':��"_' ' Containment Area Notes: 1. Leaking vehicles and equipment shoil not be allowed onsite_ Equipment and vehicles shall be inspected frequently for leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired onsite only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate onsite vehicle and equipment maintenance areas, away from storm drain inlets and watercourses. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legaly dispose of used oils, fluids, lubricants, and batteries. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. 8. It is the contractors responsibility to regularly inspect the vehicle and equipment maintenance area(s). J / r / K/1 / r r / r r B J Absorbent Cleanup••_F- Material / ' f , `'...,.�........:..... Bermed Containment Area Impervious Surface,/Lining Notes: 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. 3. Drip pans or absorbent pads shot be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. 4. Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. 541 J ,/ ji f' Paved area* / - Corrugated steel panels / .:..:., rigina -��.::.:......:..:..:.::..! • _.. ,.:..; ...., .., .., ..., grade SEC "ICN A -A NOT TO SCALE NOTE: Construct sediment barrier and channelize runoff to sediment trapping device...../ -sea �t trapping device \0/0 rp o �'A n a ta. Z F_ En X Ld Corrugated steel panels* A 12' min or as required to accommodate anticipated traffic. Existing paved *If entrance is not paved, either relocate entrance* the steel panels to edge of pavement or Match place Type 1 crushed aggregate. Existing Grade P -AN 14 TS TYPE 2 ALTERNATIVE ENTRANCE /EXIT use of corrugated steel plates, shaker plates, rumble plates, etc. r,. S Si "- s� A f 5 r f / { _ TRANCE r p 3 1 11 Sandbags/Grave** bags to overlap onto curb i Direction of flow -i * Spillway elevation sh< match top of curb -- * Back of sidewalk Catch Basin Back of curb /.---Curb Inlet Plan Sandbags/Gravel** bags stacked- tightly "vlvvve/ sha// be a.4 to D.B inch in d'ometer, and shall be clean and free from cloy balls, organic matter, and orier deleterious motenols. r.,. -k ..,I1t Sidewalk D - 12" Min. H % _ kLiLt�- / -Catch Basin: �. L = 36" Max. ` SECTION Notes: 1. Catch Basin,/lnlet protection shall be h7stolled wherever there is a potential or` stormwater or non-stormwater being discharged into it. 2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization,, anal measures to prevent tracking onto paved surfaces. J. Uodi6e inlet protection os needed to avoid creating traffic hazards. 4. lnclude inlet protection measures at hrllside v -ditches and mise. drainage swoles. 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in c manner that assures that the sediment does not enter the storm drain system 6. Damaged bags shall be replaced immediately. 7 Additional sandbag sediment traps shall be placed at intervals as indicated on site plan. //.. r / ✓' / / / J' J/ ' % %(12-111i/.�% s / %. J, 17 led Contoinmen`: Notes: 1. Excsss and waste concrete shall not be washed into the street or Into a dra,'ilage system.. 2 For washout of concrete and mortar products, a designated containment facility of :,ufficient capacity to retain liquid and sob'd waste shall be provided on site ana disposed of properly off site. 3 Slurry from concrete and asphalt sow cutting shall be vacuumed or contained, dried, picked up and disposed of properly. 4. � f / / /i r / n �4 -/ Crushed aggregate greater than 3 inches but smaller than 6 inches. Filter fabric Original ^� o C5_` grade 12 inch minimum, unless otherwise specified by a soils engineer. Aggregate can be placed on original grade or subgrade. SECTION B -B NTS NOTE: Construct �c v sediment barrier and channelize runoff to sediment trapping device R B �••�ii' �V"--r!11' �ii'rr ��i%'e a•ii♦i i+iiri •• •�•+• •i'a •• -i•xis„jti� ii:iia:i�i♦s�•♦^Ti♦�'♦""•f�♦i �•.�► a i+14. • �i-i ►i i', iii, • iii i�i�,• ��i�.i•i Owl i.•�•�if.♦♦•,�.��i�-•�`:i� •• i .♦•ii• moi• ►• moi• • • �'A►it�alie�li�!i�a�•,•,��a#i;,#�`a`! •a�i a•�•:ifi�i',+�i•r'i •..+,�� r•as�• +r jYt%••Iti.•'i"fs •�t�• ��'� •s j.• •�'�• r.wi �i •r •� !J' • i a �! • • . , wk.1111 6,�4 / v / '4r %/ 5 g s k -.., .,� .,, ,..,i y:.. .�'i„'r ., ,.✓ 4. s, 4:.,f /.- ENTRANCE/112" ...:., BEST MANAGEMENT PRACTICES (BMP's General Nates I. Best !'Management Practices (SMP's) contained herein reflect the minimum requirements. Alternate methods providing equal or greater protection may be utilized. For in depth inforrr, ction on BMP's refer to the California Storm Water BMP Handbooks, available at www. cobmphandbooks corn, California Department of Transportation Construction Site BMP Fact Sheets at www. dot.cc.gov/hq/construe/stormwater/fcctsheets.htm, and or USEPA BMP fact sheet ® http.//cfpub.epa.gov/npdes/stormwater. 2. All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with the requirements of the Natrona! Pollutant Discharge Elimination System (h/PDES) Construction General Permit Order No. 2009-009-DWO and as amended by Order No. 2010-0014-DWO. J. The SWPPP shall: o. Identify potential pollutant sources and include the design and placement of BOP'S to effective/y prohibit the entry of pollutants from the construction site onto the street and/or into a storm drain system during construction. b. Be kept on site and amended to reflect changing conditions throughout the course or construction. c. Be kept up to dote. Any additional updates requested by agency representative are to be made immediately. 4. Non-.stormwater discharges are prohibited from entering any storm drain system and/or street. 5. Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control Board (RWQCB). 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. 7. A standby crew for emergency work shall be available at a// times during the wet weather season, which is typically Oct 1 through May 30. Necessary materials shall be available on site and stockpihed at convenient locations to facilitate rapid construction of emergency devices when rain is imminent. 8. Portable sonitary focllitles shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. 9. Emplo,rees, subcontractors and suppliers shall be educated on a// BMP's including concrete waste storage and disposal procedures. 10. Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge. 9 L• N0.34789 1t EXP. 9/30/19 CITY RECORDS NO: AS GRADING PLAN FOR 5202 PAMPAS LANE, PARCEL 11 PARCEL MAP NO. 10606 #1 u w o% _ H J U m - z w WCL• JO O 12 z - a LL, z Or _, >F = � : l d_ JJ W l- (n W W o v w z- U =yocZ UO U F- 0 4 c U LL -L M �ZL of ,G dWIL Ow W w = ,, i_ �=aa C) w Q LUCr �O -ate ¢0aC c�0iiLLI w W CY H Z QOwa F --Z7 QywC, U)=�z O] LL Z LC W O -W U 0ZFL�w WU>LL n?a ozl of w�`U, LLJ�I.F} O r C a LU �H Cr: 'LO�=ZZ C7 U U Z ¢ , ; OU W 2 }ZL=z0 W W J O "J - u- < O WJ0C 2fw'-WW [C< LU IOU = r L=U W z U n� LL W�:� J W �zwF- TWOof U LJ L L ¢ 4 W L U-" O tr SU¢ OLLI F- F��>O �ZCn C% f OZF_m~ ¢ = J = U d CJ ¢ ¢-<co �O C6 ~ F C7 ;Y4- _ - ¢ � o z onewiWJc-4Cn 'Yw W Y W o-- ry < o s c z L (') U F_ ¢ J SU W L ¢`�LJ�J CO =W,Y�x W W (n =< Li ¢ � m L CCW O 1:) - C) F I- F_ - 4��o zQ�iiwz U -CCF LJJ- 1.7 O z = � w C_ ~a (j cnY w.L Z�cJ W' W w aJQ U L 0 ___ 0 �n00U:n F_ w 61 9 O�=wU `[Y¢�._ OF -z W W H L ; - W'cc Z CY 0 = 2� 3: I= Cl) ] Li 0 a W U' Z W_'- ZOUJC0 I- W IL UU X C_ US F r - CD cy") Cy') rn Q U G: LU }- LL_ LU W LU U.► m 0 ' z: o LU a:co I z: =D Q CO €o LLI F-- 00 Z LLI Lw t5 LI P- 40 (JJ r-4 z: _ m LLI tT r� Q- CV r Q0 LL v J1 LLJ1 U_I UI Q. LLJ Fri Z Gr;► W 2 �. C:... LU (D Q Z C-) G W W m SHEET OF 4 0HEETS 12' MIN. F-1 12" MIN. FL acn M a M NOTE: GUARDS NOT SHOWN. GUARDS L GUIDE RAIL OR GUIDE CURB AT SHALL BE PROVIDED WHEN RAMP IS 3" ± 1' HIGH WHEN NECESSARY MORE THAN 3Q" ABOVE ADJACENT GROUND. RAMP NOTES 1. ANY ACCESSIBLE ROUTE SHALL BE CONSIDERED A RAMP IF ITS SLOPE EXCEEDS 5%. MAXIMUM ALLOWABLE SLOPE OF A RAMP IS 1:12(8.33%). RAMPS SHALL HAVE A 2% MAXIMUM GROSS SLOPE. 2. LEVEL RAMP LANDINGS SHALL BE INSTALLED AT THE TOP AND BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 30 INCHES OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. 3. RAMP LANDINGS SHALL HAVE A CURB A MINIMUM OF 2 INCHES HIGH OR A WHEEL GUIDE RAIL 2 TO 4 INCHES HIGH ON EACH EDGE OF THE LANDING THAT IS NOT BOUNDED BY A WALL OR FENCE AND THAT HAS A VERTICAL DROP EXCEEDING 4 INCHES. 4. RAMPS WITH SLOPES OF 6% OR GREATER REQUIRE SLIP RESISTANT FINISH. 5. HANDRAILS SHALL BE INSTALLED ON EACH SIDE OF THE RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF RAMP EXCEPT THAT HANDRAILS ARE NOT REQUIRED AT EXTERIOR DOOR LANDINGS IF THE RAMP RISE IS LESS THAN 6 INCHES OR 72 INCHES IN LENGTH. 7. A GUIDE CURB 2 INCHES MINIMUM IN HEIGHT OR A WHEEL GUIDE RAIL CENTERED AT 3 INCHES PLUS OR MINUS 1 INCH ABOVE THE RAMP SURFACE SHALL BE INSTALLED ON A RAMP WHEN THE RAMP SURFACE IS NOT BOUNDED BY A WALL. 8. GUARDS SHALL BE PROVIDED WHEN RAMPS ARE MORE THAN 30 INCHES ABOVE THE ADJACENT GROUND. GUARDS SHALL BE CONTINUOUS FROM TOP OF RAMP TO BOTTOM OF RAMP. 9. GUARDS SHALL FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES ABOVE THE RAMP SURFACE. GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING. ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) RAMP HANDRAIL PER CBC CHAPTER 11 B-405 & 11 B-505 NTS = a TO SUIT DESIGN 00y "T f EDGE CF ?;DEPALK 0 0 ACCESS LE AISLE "-SEE 0 RBI ; 0 .I` flax S1D aALi 0 0 0 0 - crJ +1 J Uj = 4 INCHES WIDE PAINTE STRIPE = U' 0 rlt F&IP�ING,;12" 9' IN. No 0O r 0 / / PARKING 1 8' MIN. + Ch I ; AN ACCESSIBLE 8' MiN. O O flay be widened as it Case D. 48" MIN CLR. 0 WHEEL GUIDE 0 Z i� IF SIDE WALK IS FLUSH WITH PARKING SURFACE, INSTALL A DETECTABLE HANDICAP PARKING SIGN (TYP.) WARNING 3 FEET WIDE HANDICAP PARKING AND VAN ACCESSIBLE SIGN (fYP.) 4 INCHES WIDE WHITE STRIPE A PARKING BUMPER SHALL BE INSTALLED IF SIDEWALK IS LESS THAN 6'-0" WIDE OR IF SIDEWALK IS FLUSH WITH PARKING SURFACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CALTRANS STANDARD PLAN A24C 12' OPTIONAL 5' OPTIONAL SINGLE MULTIPLE DISABLED PARKING NOTES 1. A PARKING BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAY. 2. THE ACCESSIBLE SPACE SHALL BE ARRANGED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO TRAVEL BEHIND PARKED CARS OTHER THAN THEIR OWN. 3• THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. CURB RAMPS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 5. ACCESS AISLE (LOADINGIUNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. DISABLED PARKING SPACES PER CBC CHAPTER 11 B-502 a --ACCESSIBLE ROUTE o 00y "T f EDGE CF ?;DEPALK 0 0 ACCESS LE AISLE "-SEE 0 RBI ; Max .I` flax S1D aALi 0 0 0 0 _i aX Si3EWALK / 4 INCHES WIDE PAINTE STRIPE 0 0 rlt F&IP�ING,;12" 9' IN. No 12' MIN. MIN. ® I 9 MIN. 9 MIN. r 0 / / PARKING 1 8' MIN. o T MIN. AN ACCESSIBLE 8' MiN. ACCESSIBLE SIGN (fYP.) 4 INCHES WIDE WHITE STRIPE A PARKING BUMPER SHALL BE INSTALLED IF SIDEWALK IS LESS THAN 6'-0" WIDE OR IF SIDEWALK IS FLUSH WITH PARKING SURFACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CALTRANS STANDARD PLAN A24C 12' OPTIONAL 5' OPTIONAL SINGLE MULTIPLE DISABLED PARKING NOTES 1. A PARKING BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAY. 2. THE ACCESSIBLE SPACE SHALL BE ARRANGED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO TRAVEL BEHIND PARKED CARS OTHER THAN THEIR OWN. 3• THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. CURB RAMPS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 5. ACCESS AISLE (LOADINGIUNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. DISABLED PARKING SPACES PER CBC CHAPTER 11 B-502 OC TRUNCATED DOMES "NOMINAL DIMENSIONS 0.9" O TAPERED EDGES WHERE F I EXPOSED O SECTION A -A "NOMINAL AS IN DEFINED IN CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 12 CHAPTERS 12-11AAND 12-11B. DETECTABLE WARNING NOTES 1. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WF, H ADJOINING SURFACES. THE CONTRASTING MATERIAL SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. 2. THE MATERIAL SHALL PROVIDE CONTRAST IN RESILIENCY OR SOUND ON LANE CONTACT. 3. ONLY DSA -AC APPROVED DETECTAE'LE WARNING PRODUCT SHALL BE INSTALLED. ( SEE ARCHITECT SITE PLAN a FOR LOCATION AND CONSTRUCTION) DETECTABLE WARNING 6. THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND WITHIN EACH ACCESS AISLE. 7. VAN ACCESSIBLE ACCESS AISLES SHALL BE OPPOSITE THE DRIVER'S SIDE WHEN THE JEHICLE IS GOING FORWARD INTO THE PARKING STALL. 8. "NO PARKING" LETTERING SHALL BE WHITE AND SHALL BE A MINIMUM OF 12 INCHES HIGH. 9. THE SURFACE OF EACH ACCESSIBLE SPACE SHALL HAVE A PROFILE VIEW OF A WHEEL CHAIR WITH OCCUPANT OUTLINED IN WHITE ON A BLUE BACKGROUND. DIMENSIONS AND PROPORTIONS SHALL BE PER CALTRANS STANDARD PLAN A24C "DISABLED PERSONS PARKING SYMBOL." ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) NTS 17" MIN. 7w MIN. THIS SIGN SHALL READ IN 1 INCH MIN. LETTERING AS REFLECTOR SIGN 118 INCH THICK FOLLOWS: ALUMINUM z_ 'UNAUTHORIZED VEHICLES PARKED IN DESIGNATED z ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING VAN ACCESSIBLE SIGN WHERE N PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH RESERVED APPLICABLE DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT 2"0 GALV. 2*0 PPE z OR BY TELEPHONING STL. PIPE z NOTE: CONTRACTOR IS TO FILL-IN THE BLANKS ON THE SIGN AS A m zo PERMANENT PART OF THE SIGN BEFORE THE SIGN CAN BE POSTED. zo SYMBOL @ STALL EMBLEM MUST BE LOCATED IN STALL SO THAT iT SIGN @ STALL SIGN @ ENTRANCES IS VISIBLE BY A TRAFFIC ENFORCEMENT SIGN TO BE PLACED AT PARKING ENTRANCE OFFICER WHEN A VEHICLE IS PROPERLY PARKED SIGN TO BE CENTERED AT THE IN THE SPACE AND SHALL BE 36 INCHES HIGH INTERIOR END OF PARKING BY 36 INCHES WIDE. SPACE SIGNS AND SYMBOLS 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5956. 2. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EiTHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 3. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY WHICH STATES, "VAN ACCESSIBLE". 4. THE SIGN SHALL HAVE A DARK BLUE BACKGROUND WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE. 5. THE SIGN MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. 6. AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) PARKING STALLS AND SIGNAGE NTS Gutter mt show- a 1 c� r S[DEWALK I al �s5E NOTE 9 I =BONY ,1"s!-��raix� f. M n1 CASE A 16 GOO BOTTOM LEVEL PLATFORM TYPICAL RAMPS INTI=RMEDIATE LEVEL PLATFORM AT 1:4CH 30 INCHES VERTICAL CHANGE OF ELEVATION WHEN DOOR SWINGS ONTO LANDING, DOOR WiDTH PLUS T-6" NOTES: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP ANIO RUN VARIES. DIMENSIONS ARE CLEAR DIMENSIONS (EXCLUDING CURBS, GUIDES AND RAILING) ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) RAMP PER CBC CHAPTER IIB -405 a o 00y "T f EDGE CF ?;DEPALK SIDERAL K "-SEE 9.OX Max RBI ; Max .I` flax S1D aALi 0 0 0 0 _i aX Si3EWALK 0 0 0 0 rlt a o 0 0 2. if distance !ran a Case atahpyrto , Caarmdrdnp cun o C°� O O O flay be widened as it Case D. 0 0 0 0 OC TRUNCATED DOMES "NOMINAL DIMENSIONS 0.9" O TAPERED EDGES WHERE F I EXPOSED O SECTION A -A "NOMINAL AS IN DEFINED IN CALIFORNIA CODE OF REGULATIONS TITLE 24 PART 12 CHAPTERS 12-11AAND 12-11B. DETECTABLE WARNING NOTES 1. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WF, H ADJOINING SURFACES. THE CONTRASTING MATERIAL SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. 2. THE MATERIAL SHALL PROVIDE CONTRAST IN RESILIENCY OR SOUND ON LANE CONTACT. 3. ONLY DSA -AC APPROVED DETECTAE'LE WARNING PRODUCT SHALL BE INSTALLED. ( SEE ARCHITECT SITE PLAN a FOR LOCATION AND CONSTRUCTION) DETECTABLE WARNING 6. THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND WITHIN EACH ACCESS AISLE. 7. VAN ACCESSIBLE ACCESS AISLES SHALL BE OPPOSITE THE DRIVER'S SIDE WHEN THE JEHICLE IS GOING FORWARD INTO THE PARKING STALL. 8. "NO PARKING" LETTERING SHALL BE WHITE AND SHALL BE A MINIMUM OF 12 INCHES HIGH. 9. THE SURFACE OF EACH ACCESSIBLE SPACE SHALL HAVE A PROFILE VIEW OF A WHEEL CHAIR WITH OCCUPANT OUTLINED IN WHITE ON A BLUE BACKGROUND. DIMENSIONS AND PROPORTIONS SHALL BE PER CALTRANS STANDARD PLAN A24C "DISABLED PERSONS PARKING SYMBOL." ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) NTS 17" MIN. 7w MIN. THIS SIGN SHALL READ IN 1 INCH MIN. LETTERING AS REFLECTOR SIGN 118 INCH THICK FOLLOWS: ALUMINUM z_ 'UNAUTHORIZED VEHICLES PARKED IN DESIGNATED z ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING VAN ACCESSIBLE SIGN WHERE N PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH RESERVED APPLICABLE DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT 2"0 GALV. 2*0 PPE z OR BY TELEPHONING STL. PIPE z NOTE: CONTRACTOR IS TO FILL-IN THE BLANKS ON THE SIGN AS A m zo PERMANENT PART OF THE SIGN BEFORE THE SIGN CAN BE POSTED. zo SYMBOL @ STALL EMBLEM MUST BE LOCATED IN STALL SO THAT iT SIGN @ STALL SIGN @ ENTRANCES IS VISIBLE BY A TRAFFIC ENFORCEMENT SIGN TO BE PLACED AT PARKING ENTRANCE OFFICER WHEN A VEHICLE IS PROPERLY PARKED SIGN TO BE CENTERED AT THE IN THE SPACE AND SHALL BE 36 INCHES HIGH INTERIOR END OF PARKING BY 36 INCHES WIDE. SPACE SIGNS AND SYMBOLS 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5956. 2. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EiTHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 3. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY WHICH STATES, "VAN ACCESSIBLE". 4. THE SIGN SHALL HAVE A DARK BLUE BACKGROUND WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE. 5. THE SIGN MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. 6. AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) PARKING STALLS AND SIGNAGE NTS Gutter mt show- a 1 c� r S[DEWALK I al �s5E NOTE 9 I =BONY ,1"s!-��raix� f. M n1 CASE A 16 GOO BOTTOM LEVEL PLATFORM TYPICAL RAMPS INTI=RMEDIATE LEVEL PLATFORM AT 1:4CH 30 INCHES VERTICAL CHANGE OF ELEVATION WHEN DOOR SWINGS ONTO LANDING, DOOR WiDTH PLUS T-6" NOTES: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP ANIO RUN VARIES. DIMENSIONS ARE CLEAR DIMENSIONS (EXCLUDING CURBS, GUIDES AND RAILING) ( SEE ARCHITECT SITE PLANS FOR LOCATION AND CONSTRUCTION) RAMP PER CBC CHAPTER IIB -405 5. D% NO 47 :URE C RE-AI14M CURB i' 14E-ES^ARV AT E -GE 0 OF SIIiE'AAL i-, g� fRETAIN-NG CJRB rtR:lN- i EOCE JF r j IF NECESSRR" A - "T f EDGE CF ?;DEPALK SIDERAL K "-SEE 9.OX Max RBI ; Max .I` flax S1D aALi sm 4ilfl� N 5. D% NO 47 :URE C RE-AI14M CURB i' 14E-ES^ARV AT E -GE 0 OF SIIiE'AAL i-, jxffi,\ L".2. � rtR:lN- i EOCE JF !CE AiL HpTtS: SIDERAL K "-SEE 9.OX Max RBI ; A CURB CASE B SIDE'AALk r 'et^,'1 8. The :ase of euro ^at1*e used - Ds -ah .A da nc- Nova t_ "G ,,me ri I �S 2 _i aX Si3EWALK be the mm. A ttrcJgh C", : a c r-mp; also mcy to _se_ at bloc, tocotto^s, €DG Mid cs sife conditions ciciat_. rlt c x r-FYJkT SID"-PALA s c :F c 9.0'!. A1dx AT CURB jxffi,\ L".2. � rtR:lN- i EOCE JF !CE AiL HpTtS: SIDERAL K "-SEE 9.OX Max RBI ; A CURB CASE B SIDE'AALk - 'et^,'1 8. The :ase of euro ^at1*e used - Ds -ah .A da nc- Nova t_ "G ,,me ::3E'N�W-- 5 s _ - OLK S[DitlA_K N C SEc. NDTE 9 I TN %+1` - (', Lox NGx C FRONT AT CURB EDGE UF SIDER0.iis� 1 N T CURB a c A m N.v -0- < • a n.: , j ?�nlIf1NG a EDGE SPA K TOP PLATFORM 1"- CW,'7 1 1131.7 0.45" Min AND 0.47" Ntx torp D10 0.9" Mk, AND WE v €agree=_o c[v'- esa:e �t.1 k;ly •s, zone ENA -K P! [dS .'e- O,srC YAM co tu j?AISED TRUNCUED QQIE TC A'-C`4PAN" 'LATS --SEE NOTE 9 -if !CE AiL HpTtS: CASE A �yj 1. As sate aonyiti�s dictate, Case A thrcug-, Case G _Lr� rams way �e >=vad for earner Ins-cl attan9 alnt'rr to tltoal E!qF� in De^all A one - 'et^,'1 8. The :ase of euro ^at1*e used - Ds -ah .A da nc- Nova t_ "G ,,me 0 _i aX Si3EWALK be the mm. A ttrcJgh C", : a c r-mp; also mcy to _se_ at bloc, tocotto^s, €DG Mid cs sife conditions ciciat_. rlt c x r-FYJkT SID"-PALA s c :F c 9.0'!. A1dx AT CURB 2. if distance !ran a Case atahpyrto , Caarmdrdnp cun the Iii way be cepraaaed ,c^g;iudtna 1) u3 'r Case B, cr C a' m P - =RO�'T 6,. =DG= flay be widened as it Case D. I'i O^ Typ z Typ I \ S:CEMsLKt 3. Whe- romp !e loaatn t 'n center of curt ret.. -n, cro"t'clx \ rmf:aUrtinn not ne c''nilor to thet shorn for De4c, 8. ■,■ RE'AININ CUFB ?OT; rz stwo cr LL C a ». as rse .te ^onyitiana at. -tale, rete reta'ning cu -0 E :e c(�7 tin la^eli aor the Cca rep x.,1111 Caro +1m+od - ro voraed po :,ion. ee �. PAP) winL 5. If located on a curve, -me siOes cf the ramJ need rot ba parallel. Q _ but +•tre nlnimuw wtdt;,. a' the rcna shel be 4_ 2_Nin EE OTE S --E NOT: 9 _ -"-i\- , RETAiM1NG I ' 4'- "Nin �, � CURBS 6. _ de slaps of rarp f _reg v nI31, n y frov a rax ra.tt of 9.Or, a sura t= conFarn wi it -:on g,i- dt at si ceratk elope ad;dcert to -op a{ J 'V the rocs, accept �r Case C w Ca_e 1.CASE �L FCASE G 7. The adjacent aWfaces ct +ranai+ions at c_ro ramps tc rcits, gutters, See note 4 Cnd St'�te sttcli be ct -ha sera leve! a■ 1 {avrn awcCURB iiAM= rGUTT=R - 8. CGun-e' blape8 of a miry guf ars and 'w•. ac-fLWv iamedkI+Cly 0 FLOM,.INE IOP OF RAMP � i _2" Vin cdjooent -a and with 24 t-&hes of the cu -a rcrp 0nlI no' as S I 4 2 � Si E NOT--- 9 RiAAt:EO , ste ' t`ar' 1:2C (5.00. Gutte- p:n a. Jae sit` I rat exceed i' of A -------- -- -- E Ih far ef.G.h2 a"violin. +m u n f y^ SEE t�TE 6,,\ Ji ap 0 �I f" -�� 1.SS Max c 9. Curb rarps snail haze c aeteetcble war-irg aur, oee fle. extents rn Typ �-''•" Nox the 'ull width clld 3'-," ceath of t -e ronP A 4 -0 Vide detectable CASE�AC� n CASE C =CYTON A -A warning sur=ace mcy Jr se: on a 4'-2" w,de c.rb rasp. DatD:to: a .� 6 ASE L Warning Sur`wes shDll c n`nm -o -h= rawirer.erts "n the S-ondara Smcif icat'cn9. r i.JT-ER P°TAINING CLRB E a OE;E A FLARED S: DCC RS (FLOWLiNE i NE;ESneJtr 10. Sidi ik cnd r_mp thickness, "T, E+b?I � 3!iy T,inirwv. F�vIDE ?'-0'Min OF CU?B % TOP CF RAN= q•. a� y - 11.tY11i+y pull boxes, iivaults and all :th--r ,t-71liy focll t _c, z"' a J RJUtnED , 1" `- - within tha sou^da'"es 'the curb ramp ulll t rela.ptea cr �JUBte: to ;rade by ire c"r prior To, Or in=..onJunctio- with, .� - ars ram¢ wrstrun', tn. +7 s �i,51. Uac 1,5% IAN 4 --•�- U 12. Detectable wrninc a-rfoce may have tc 5e c.t to a los rercvo of Nip a � t o --F MIF E utility covera Ole rvintcining full detecicbie eorrinc rid h T 01SECTION B-3 d a e,tlre aideralk ca-equ'^ad b _.__- �� \At SiCEA4ALK 4 1l RETAINING CURB J Y, ^UTTEP. IF NECESSARY---) 2.3" Min AW 2.4' Na:< � t k i r - _ _ _ _ _ CENTER TO CENTER FL01lLltf -,- - - - - - - t spaclNo a 3AISED TRUNC4TE7 DOW PATTERN 1[K---LLSEE ' E s ION C -C DETECTABLE WARNING CE SURFA ,r�Fca)i I CT see "Ole 9 TMiERE A "A?ED h- '_lt•li OF PA" s"A-E :F :A1.11'CRIdIA Sim OC"tjp- Ci��MA':.K Tf PR•3`IIDEC <'-G" MIC. 1FFa9Tweeti D° T;ANSPth�TA`e irJN nf0T .lAi?� E 2'--' MiR"HO , -- CURB RAMP DETAILS 2' --'Min -- - TA' y DE-r�I`= E VD SCALE 'SEC+SS ASSA _ATED JULY 13 OE SJPERSE ES RSP A,894 --AT:D JULY 3, 2015, TYPICAL TWCrRAMP TYPICAL ONE -RAMP NOTE 9 RSF A38A DATED NARCIi 21 2- AN R P A88A DATE[' JJL' 19, 20.3 A1�J I SIAKARU -LAN A88A ,LATE. iJaT 50, 20'1 - CORNER INSTA_LABON CORNER INSTALLATION RETROFI- PAY LIMITS PACE 121 OE -ul; STANDAR' P -ANE 870K DA'£D 2310, See Note S:e Nu -es ' arc 3 Existing curb and eideralK - __-_- _-_ REVISED STANDARD PLAN RSR A88A L- - NO. 34789 '" * EXP. 9130119 CITY RECORDS NO - AS GRADING PLAN FOR 5202 PAMPAS LANE, PARCEL. 11 PARCEL MAP NO. 10606 #1 F W o :> IL F F 2 [0 [- u U F w, p W 3: <<T m , Z O >-Z m �i- F p Lu Q (-,o a J L, LL O LLi [ } , z � O W F� W iE m LL www I'= ,2 -r -o0 W?Q i' C6,`ZU W i F CC Z [J U ,- O Q -. 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