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Home My WebLink About6.9-334STANDARD GRADING NOTES: 1. ALL GRADING SHALL CONFORM WITH CITY OF BAKERSFIELD GRADING REQUIREMENTS AND THE CALIFORNIA BUILDING CODE, THE STANDARDS AND REQUIREMENTS OF THE SOILS ENGINEER, AND APPENDIX J OF THE CALIFORNIA BUILDING CODE. 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS AND REQUIREMENTS OF THE UPDATE TO GEOTECHNICAL ENGINEERING INVESTIGATION REPORT BY KRAZAN AND ASSOCIATES, DATED MARCH 5, 2020 PROJECT NO. 022-20013. THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN AND AND MADE A PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY HEREON. 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION; INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL FILL, AND SCARIFIED AS RECOMMENDED ON PRELIMINARY SOILS REPORT, 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY. THE FILL MATERIAL OBTAINED FROM OTHER AREAS ON THE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY. WHERE FILLS ARE PLACED ON SLOPES, A KEY SHALL BE CUT AT THE TOE OF THE SLOPE AT LEAST 10' WIDE AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL IS PLACED UP IN THE SLOPE, BENCHES SHALL BE CUT AT REGULAR INTERVALS IN TO FIRM NATURAL SOILS. 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTED AND APPROVED BY A CITY GRADING INSPECTOR AND THE SUPERVISING SOILS ENGINEER. 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS ENGINEER, SHALL BE PLACED IN LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED BY AND APPROVED METHOD. 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AND SO CERTIFIED BY TESTS AND REPORTS BY THE SUPERVISING SOILS ENGINEER. 9. ALL SOILS WITHIN 1.5' OF FINISHED GRADE IN THE STREET SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BAKERSFIELD. 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM COMPACTION. 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2% EXCEPT FOR PAVED SURFACES AND POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY. 14, SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, AND/OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. •'01 1011rHAV 111111 PARCEL • PARCEL 0616 APN 499-585-07 P ! I` • ADING PERMIT #20-40000010 16. ALL SLOPES OVER THIGH SHALL BE PLANTED WITH PERENNIAL VEGETATION APPROVED BY THE CITY AND SHALL BE DENSE AND GROWING PRIOR TO FINAL INSPECTION. 17. EARTHWORK QUANTITIES: (DOES NOT INCLUDE OVER EXCAVATION) CUT: 752 CY FILL: 0 CY EXCESS DIRT EXPORT TO BE STOCKPILED AT THE GRADING CONTRACTOR SITE IN THE 100 BLOCK OF WILLIAMSON WAY, BAKERSFIELD. NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND SHOULD VARY ACCORDING TO THESE FACTORS, 18. PRIOR TO ANY SUBGRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING A PRE -CONSTRUCTION MEETING WITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, AND ARRANGE FOR INSPECTION. CALL 661-326-3720 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS EXPENSE. 20. ALL TOP SOIL SHALL BE STOCKPILED FOR LATER DISTRIBUTION OVER THE LOTS AND SLOPES. ALL CUT AND FILL SLOPES SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING. IRRIGATION MAY BE NECESSARY TO ACHIEVE DENSE AND GROWING VEGETATION PRIOR TO FINAL INSPECTION. A BOND MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR HYDROSEEDING. 21. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED AND APPROVED BY THE CITY ENGINEER PRIOR TO ISSUANCE OF ANY BUILDING PERMITS. 22. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE CITY, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. 23. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND INSTALL THE IMPROVED DRAINAGE DEVICES FOR WORK DURING THE RAINY SEASON OF OCTOBER THROUGH MARCH. 24. THE CONTRACTOR SHALL SUBMIT FILE A NOTICE OF INTENT (NOI) AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WITH THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 25. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 26. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 27. TOTAL AREA DISTURBED 0.32 ACRES 28. ANY AND ALL EASEMENTS MUST BE RECORDED BEFORE PLANS CAN BE APPROVED 29. AN OPEN STREET PERMIT SHALL BE OBTAINED BY 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 A AN APPROVED CITY ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 30. 24 HOUR NOTICE: PRIOR TO START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT 661-326-3049 31. COMPACTION TEST NOTE: 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. 32. 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. 33. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 34. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION (811) 35. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALKS 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 SIDEWALKS. 36. 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 CONTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPP) BE PREPARED, CONTINUALLY CARRIED OUT, AND ALWAYS AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 37. PROPERTY INSPECTION PER SPR 18-0491, CONDITION E8, IS COMPLETE. NO ITEMS NEEDED ADDRESSED. 37. FULL SIZE MANHOLE PER SPR 18-0491, CONDITION E14 HAS BEEN WAIVED. I I DISTRICT BLVD BENCH MARK PROJECT LOCATION � WOODMEREDR M A o KEY WEST DR toc p3 3 m A HARRIS RD VICINITY MAP NTS TPSF IIADWC P6la5' a, ININ rn m 14, o WY{EbB1Pt �.#hatY'F�Xi P@VhYir s„ e ,� 9vk'm52 rxi sr �+aesoras3�5rx�.A &"uY�r'tsPNiO YidY 3 pe.i'tan3 id nuillIrg Depaltma tbreww 'Ofi"Ic,dy" toa iz crra aMe!an'uf'htfOffam to C2tyaiaadw4% codmawl 010mR,reSs.Ercdlmeesrorthe ivlelerdrzita�reh sPaS&'46e man SVI to, r u a..pry=;xil„ufa. v,.s�irtnlsgi&w,85ceist 3LSst1�'8aa; 'atoll '''eeatdetA`ploa, afwr samy7Etrtw9Vtw graft �,NyRCyVETi .S'9: �; ERICK ALBERT PUENTE AND RICARDO SAUCEDO i Tic TOP OF CONCRETE MONUMENT IN LAMPHOLE w/ A BRASS CAP AT INTERSECTION OF ASHE RD AND DISTRICT BLVD = 366.40' (USGS DATUM) LEGAL DESCRIPTION PARCEL 63, PARCEL MAP 10606 BASIS OF BEARING CENTERLINE OF WOODMERE DRIVE. N89°00'55"W PER PARCEL MAP 10606, BOOK 58 OF PARCEL MAPS, PAGE 158. INDEX OF DRAWINGS C-101 TITLE SHEET AND NOTES C-102 SITE GRADING, DRAINAGE & PROFILES C-103 DETAILS C-104 DETAILS C-105 COB DETAILS C-106 CROSS SECTIONS EC -101 EROSION CONTROL EC -102 EROSION CONTROL DETAILS EC -103 EROSION CONTROL DETAILS sa I SB 155 57 68 -L_/ W 8R 61 66 65 sass mave L2� 53 Sz SI `� 60 b 1'/ M'/ b SONAMA eL ISAY 22 m Se le IS n ,e IS 14 ,a SITE MAP Call Before You Dia! NTS 5> 168 Is I s City Records No. ez U zZ a alt z 0 z AD -iL iLJI� 1 OF7.iR(=NT z:. LU G u 0 W LLJ U a m 0 4 M M N E N a) N a in N om M cO N(O M Lo 3 nrnrna LU CL Eo a L -c 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - Initial Submittal 02-14-2020 No. Revision/Issue Date Project Name and Address 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sheet"lI. Shea, Na 0 C-101 r. , 365 SOX 36� 366 c 366 X36b 6J 4� X s s 93.00' 125.00' 365 m m 56 , Sg 6' WIDE PEDESTRIAN WALKWAY EASEMENT PER DOC NO. 000216187419 Wot Stub IDE PEDESTRIAN WALKWAY EASEMENT PER 3°3'32 DOC. NO. 000216153043 36 X63 363. -A5 s Is 9.4 SG 0 6"490 "C 643 r4 3 // 36400 nP 011 64' X364' 3 010 g9F' �3�_ 36a1 e . . 1 3.0% l \e X36 1 18.00 � �I1 6 013 1 016 3 4 A p p o 64.6 011 A,. 64313 Z G F (- 0 A. 3631 3.0 0 '' 45.00' 2.0% - 3.0% 3 2 j0 56A OC 641 d. FF 364.35 011 PAD 363.68 i 3641. 1 om 1 2.0% 38% --- _-_-- - - ��- _-_ _- _- -30% -_ _ -- 1 T -y 0`�� I� S 013 63 4g F ii I « 016 3 _ '-^ I I I 363 45 ]JI � 017 3 2.0% 29a � i I O .gyp . '� TA I 364' T 1 2• ��' .b �' � � 1 002 .TOG .', b "364' '.i;4 oI"364 0 Gg36g40° 1 j3 340 �, X363. 6 f�� 3 � ry189 00'55"W 93 00 006 W 3p1 ,13 31' 004 1.0% GRADING PLAN RARCEL 63, PARCEL MAP 10606 SPR#1 8-0491 1 0 5' W' m w 20' m GRAPHIC SCALE: 1"=10'-0" m W 019 362.50 . by ry� v 4;1 1 v I A 018 ' T Sewer r 1 Lateral s s s s s ii s -----'--------------- _ _ 93.00, 1 58®9'00'55"E 438.50--------- -----L WOODMERE DRIVE ' PL Street Light Pull 12 EG = EXISTING GROUND TC = TOP OF CURB TOC = TOP OF CONCRETE FS = FINISHED SURFACE FG = FINISHED GRADE FF = FINISHED FLOOR EC = EDGE OF CONCRETE FL = FLOWLINE GB = GRADE BREAK /-700✓ PROPOSED CONTOUR �00 ✓ EXISTING CONTOUR — — CENTERLINE PROPERTY LINE ------- SETBACK —... y — SWALE FL CONSTRUCTION NOTES 001 SAW CUT 002 TRASH ENCLOSER PER COB DETAIL ST -27 003 SIGNAGE PER DETAIL 2 (C-103) 004 ACCESSIBLE PARKING STRIPING PER DETAIL 5 (C-103) 005 ISA MARKING PER DETAIL 6 (C-103) 006 CONCRETE SIDEWALK PER DETAIL 7 (C-103). 007 PARKING STRIPING PER DETAIL 9 (C-103) 008 CURB RAMPS PER DETAIL 10 (C-103) 009 TRUNCATED DOME PER DETAIL 11 (C-104) 010 VERTICAL CONCRETE CURB PER DETAIL 16 (C-104) 011 5X5 LANDING WITH 2% SLOPE 012 2' RETAINING CURB 013 PARKING LOT TO BE 6" THICK PORTLAND CONCRETE 3000PSI) OVER 4" CLASS II AGG BASE TO 95% OVER 12" NATIVE COMPACTED TO 90% 014 COMMERCIAL DRIVE APPROACH PER COB DETAIL ST -4 (C-105) (NOTE: A PEDESTRIAN WALKWAY EASEMENT MAY BE REQUIRED FOR ANY PATH OF TRAVEL THAT CROSSES RIGHT-OF-WAY LINE) 015 PARKING SIGN PER DETAIL 14 (C-104) 016 CONCRETE SWALE 017 GATE 018 REMOVE EX. CURB, GUTTER, & SIDEWALK. REPLACE SEE COB ST -4 & ST -5 (C-105) 019 STREET LIGHT #JK268 X362 53 g0 E1 2 FINALSUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - Initial Submittal 02-14-2020 No. Revision/Issue Date PmjeUNamea MdC 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sha THe. GRADING PLAN 1 ` I NOTE: 7'-O' NOTES: 1. ALL SIGNS SHOWN SHALL 1. ALL SIGNAGE SHALL MEET CONFORM TO THE MANUAL THE REQUIREMENTS OF FOR UNIFORM TRAFFIC THE MANUAL OF UNIFORMf ® CONTROL DEVICES. TRAFFIC CONTROL DEVICES �n 2. ALL SIGNS SHOWN SHALL BE (MUTCD). REFLECTORIZED TO SHOW THE •�, SAME COLOR BY NIGHT AS BY DAY. 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON GALVANIZED STEEL POSTS. 2'-0' 4. ISOLATION JOINTS AROUND CONCRETE FOOTER. ad O� 1) SIGNAGL- ! I, NTS 2) ACCESIBLE PARKING SIGN NTS OSTOPM i.-3" 4 -- I. USE REFLECTORIZED fififi"`"'��F PAINT STENCIL PAINT DIRECTLY ON PAVEMENT WHERE SHOWN 6) TRAFFIC LIMIT LINE 2'-0" MIN 3'-0" MAX 0 I FACE OF CURB, WALL OR COLUMN `-FACE OF CURB,�4 WALL OR COLUMN NOTES: -0 1. APPLY MP#97, WATER-BASED, LATEX MARKING PAINT AT A RATE OF ONE GALLON PER 300-400 LF OF FOUR INCH WIDE STRIPES OR TO MANUFACTURER'S SPECIFICATION TO A MINIMUM THICKNESS OF 15 MILS. APPLY STRIPES STRAIGHT AND EVEN WHEN TEMPERATURES ARE WITHIN 50'F AND 95'F. ALLOW PAVING TO AGE 30 DAYS BEFORE APPLYING MARKINGS. 2. WHITE PAINT FOR ASPHALT, YELLOW PAINT FOR CONCRETE. 3) DIAGONAL STRIPING TYP. me 4'-5"ISA PAVEMENT ,. DETAIL KEYNOTES 3,_9MARKING THIS DETAIL CONTAINS TYPICAL SPECIFICATIONS, CONSULT PLAN FOR 2'-8"* * PER CURRENT ACTUAL LAYOUT. CALTRANS MUTCD SPECIFICATIONS 1. PARKING AREA SHALL BE MARKED BY 4" WIDE BORDER. COLOR SHALL - -- -- ---- - BE PER LOCAL AHJ REQUIREMENTS. APPLIES TO BOTH SIDES OF _ !, CENTER ISA MARKING ACCESS AISLE AT DOUBLE PARKING STALLS* _ _ _ _ AT REAR LIMIT -- 2. ACCESS AISLE SHALL BE MARKED BY 4" WIDE BORDER. WITHIN WITHIN SPACE SO THAT IT WILL BE BORDER, HATCHED LINES 36" O.C. MAX. SHALL BE PAINTED COLOR - - - VISIBLE TO A CONTRASTING WITH PARKING SURFACE PER LOCAL AHJ REQUIREMENTS. TRAFFIC ENFORCE - 3. ISA PAVEMENT MARKING. SEE SEPARATE DETAIL MENT OFFICER WHEN 4. ACCESSIBLE PARKING SIGN. SEE SEPARATE DETAIL A VEHICLE IS PROPERLY PARKED �I\ - IN THE SPACE 0 f--�N i-0" PRECAST CONC WHEEL STOP (TYP) PRECAST WHEEL STOPOP (TYP) I 1b II ® n PAVEMENT �-5#8 DIA X 24J u NOTES: STEEL DOWELS 1. PAINT DIAGONAL STRIPING WITH TRAFFIC PAINT, TYP. 2 COATS, 15 MILS THICK EACH COAT 2. WHITE PAINT FOR ASPHALT, YELLOW PAINT FOR CONCRETE. 9'-0" TO CENTERLINE 3. CONCRETE WHEEL STOPS SHALL BE PRECAST, OF STRIPING STEEL -REINFORCED, AIR -ENTRAINED, 4,000 PSI MIN. COMPRESSIVE STRENGTH, CORNERS SHALL BE CHAMFERED, UNIFORM, STRAIGHT AND SHARP; SURFACE FREE OF DEFECTS; MOUNTING HARDWARE SHALL BE GALVANIZED STEEL (1/2 -IN. DIA., 10 -IN MIN, LENGTH); YELLOW COLOR. 9) PARKING SPACE NTS PAINT PAINT 4) DIRECTIONAL ARROW NTS MING 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP) 1/8' THICKNESS REMOLDED EAPMlSION SEE SITE JOINT FILE SPACED O 35' O.C. ".EMEND JOIW nLLER DEPTH OF SIDE FULL d PLAN 1/2"R (nP) 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP) 707 6-(TYP) NOTES: NOTES: 1. WHERE REQUIRED REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY MAX. SPACING, OR 6 z 6 - W1.4 WWF 1. OVERALL 2. PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS DIMENSION COULD 3. IN COLDER CLIMATES USE 3%-6% AIR ENTRAINMENT. 6" GRID BE REDUCED TO 4. CONCRETE SHALL BE 3,000 PSI 36" MIN. AND ALL 5. SIDEWALKS MEETING EXISTING SIDEWALKS SHALL MATCH PATTERN, FINISH AND COLOR OF OTHER DIMENSIONS EXISTING SIDEWALKS. 6. PREMOLDED EXPANSION WILL REQUIRE ZIP STRIP AND FILLABLE JOINT MATERIAL. 6) ISA MARKING (CA)ARL KWUC,L, ACCORDINGLY. 7) CONCRETE SIDEWALK NTS NTS NOTES: 1. THE CROSS SLOPE OF.A CURB RAMP SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 2%. 2. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, AND GUTTERS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). 3. THE MAXIMUM LONGITUDINAL SLOPE ON CURB RAMP IS 8.33% (5% PREFERRED). 4. WHERE A PEDESTRIAN WALKWAY CROSSES THE CURB RAMP, THE SIDE FLARES SHOULD NOT EXCEED A SLOPE OF 10% MEASURED PARALLEL TO THE CURB LINE. 5. ALL CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE AS SHOWN. THE REMAINDER OF THE RAMP SHALL HAVE A SLIP RESISTANT SURFACE - A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE. 6. THE SIZE OF THE DETECTABLE FIELD SHALL BE 3'-0" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUDING SIDE FLARES. 7. THE ROWS OF DOMES ON DETECTABLE WARNING SURFACE SHALL BE ALIGNED TO BE PERPENDICULAR TO THE GRADE BREAK BETWEEN THE CURB RAMP AND THE ROAD. 8. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, ROAD, OR WALKWAY SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP SURFACE BUT SHOULD NOT EXTEND TO THE FLARED SIDES. I ii k FINAL SUBMITTAL • 1 2ND SUBMITTAL 1 03-31-2020 - Initial Submittal 02-14-2020 r L x r • r I X IN El0 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 1 03-31-2020 - Initial Submittal 02-14-2020 No. I Revision/Issue I Date Protect Name and Address 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan sneer Nn v,I-33 City Records No. C-103 Q Q Q TOP DIA OF N O 0.45"-0.47" O O O BASE DIA OF 0 0.9"-0.92" o O O QO OQ MAX (FROM (B) ELEVATION 2.3"-2.4" F.O. CURB (ENLARGED) WHERE INSTALLED IN A RADIAL PATTERN, N TRUNCATED DOMES SHALL HAVE A CENTER -TO -CENTER SPACING OF 1.6 INCHES MIN TO 2.4 INCHES MAX (A) PLAN NOTES: 1. HAZARDOUS VEHICULAR AREAS_ DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS SHALL BE 36 INCHES IN WIDTH. z 2. ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATION, TITLE o 24, PART 1, ARTICLES 2,3, & 4. REFER TO CCT TITLE 24, PART 12, CHAPTER 12-11A AND B FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FRO DETECTABLE WARNING PROJECTS AND DIRECTIONAL SURFACES. 11 NTS 14 NTS TRUNCATED DOME UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE TDWED VEHICLES MAY BE RECLAIMED AT rs,•v` OR BY TELEPHONING "DISABLE TOW -AWAY" SIGN: R1006 (CA) PER CALTRANS MUTCD TO BE PLACED CONSPICUOUSLY AT EACH ENTRANCE TO OFF- STREET PARKING FACILITIES. LETTERING: 1" HIGH MIN. COLORS: BORDER & LEGEND - BLACK BACKGROUND - WHITE (REFLECTIVE) MATERIAL: REFLECTIVE RUST -FREE HEAVY GAUGE ALUMINUM W/ 3M PROTECTIVE FILM OVERLAY SITE SPECIFIC INFORMATION: BLANK SPACES (TEXT IN PARENTHESES) ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. ADDRESS: TURLOCK POLICE DEPARTMENT PHONE: 209-668-5500 UNAUTHORIZED PARKING SIGN DETAILS NOTES: 1. LOCATE SO THAT THE LOWER EDGE OF THE LAST WORD ALIGNS W/ THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED VEHICLE. 2. "CLEAN AIR / CARPOOL / EV 3. SHALL BE PAINTED ON THE GROUND IN WHITE LETTERS ON A CONTRASTING BACKGROUND. 12) EV PARKING LETTERING NTS NOTES: 1. STEEL PIPE SHALL BE STANDARD -WEIGHT STEEL PIPE COMPLYING WITH ASTM A53/A53M OR STAINLESS STEEL SCHEDULE 40 COMPLYING WITH ASTM A312/A312M. 2. CONCRETE SHALL BE 3,000 PSI 3. ISOLATION JOINTS AROUND CONCRETE FOOTER. 15) BOLLARD (TYP) NTS NOTES: 1. PER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 2. LOCATE SO THAT IT WILL BE VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER. 3. "NO PARKING" SHALL BE PAINTED ON THE GROUND IN WHITE LETTERS ON A CONTRASTING BACKGROUND. N1� 13) NO PARKING LETTERING NTS 6" 5" 1" 1-1/2" R ASPHALT PAVEMENT SURFACE (FOR CONCRETE MATCH BRANCH STD.) N 0 o a COMPACTED GRANULAR SUBBASE 3,500 PSI CLASS 'B' COMPACTED SUBGRADE NOTES: 1. CONTRACTION JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB IN INTERVALS OF 10 FEET AND SHALL BE FILLED WITH PREFORMED BITUMINOUS JOINT FILLER. 2. ALL CURBS SHALL BE INSTALLED ON AN APPROVED, COMPACTED SUBGRADE WHERE DIRECTED BY THE ENGINEER. 3. IN COLDER CLIMATES USE 3%-67 AIR ENTRAINMENT. 4. ISOLATION JOINTS REQUIRED AT ALL STRUCTURES AND CURB RETURNS. 16) VERTICAL CONCRETE CURB NTS AS SPECIFIED ON PLANS 24" - �- 0 #3 REBAR CONTINUOUS SEE SIDEWALK DETAIL TRANSITION DEPTH 6" DIFFERENCE W/1:1 SLOPE #3 REBAR CONTINUOUS I #3 REBAR ® 22" O.C. 1-1/2" RADIUS OFFSET ON 1" BATTER ASPHALT PAVEMENT OR CONCRETE, 17) SIDEWALK TURNDOWN WITH NTS 11:11111101111:3 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 1 03-31-2020 Initial Submittal 02-14-2020 No. 1 Revision/Issue I Date P,ojeci!Name zrd Acmes 5002 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sr.. TPle. DETAILS Project No. 19-042 Sheet N. 33y C-104 ;itv Records No. If necessary, adpst R/W or obtain 4.0' min. easement to accommodate full depth of drive approach. 20Z max. skips �q -� 6.0' mitt. -'t 14 Rebar - 24' 0& both ways full width of body of approack with 2.0' clearance from bottom of concrete. Ill 1. All workmanship and materials shall conform to the applicable sections of the specifications entitled State of California, Net of Transportation, Standard Speciflcations, hereafter known as Standard Specifications', current City approved edition. 2. A current Street Permit issued by the City of Bakersfield Public Works Department must accompany all work within City right-of-way. J. Subgrade shall be constructed true to grade and cross section and compacted to 95% of maximum d y density as determined by ASTM ASTM 9-1557 to a depth of 6.0' below top of subgrade. 4 Concrete for drive approach shell conform to the requirements of the Standard 4wdrIrcatkins for minor concrete (min. cement content of 505lbjcu )d). Concrete shall contain no additives unless prior approval is obtained from the City Engmee: 5. Timber forms shall he surfaced on the side placed next to the concrete and shall not be less than 1.5" thick after surfacing Forms and subgrade shall be wetted immediately prior to concrete placement 6. Concrete shall be troweled smooth, edged and then given a Zot broom Amish immediately after finishing ad exposed surfaces shelf receive a complete, uniform coating of white pigmented curing compound conforming to the Standard Specifications The concrete surface shall be kept moist until the curing compound is applied. 7 Expansion joints shall be constructed at both ends of approach. Weakened plop fonts, 20' deep, shad be placed at center of approach and at 10' mw: intervals or as directed by the City Engineer. &. Expansion joint Adler materia( shell consist of preformed strips of durable, resilient compound that conform to the requirements of the Standard 4veifrcations 9. Mere now approach is being constructed adjacent to existing curb and gutter, the existing curb and gutter shall be completely removed and replaced with rebor as shown above. No curb cut' is 60` min. h-1.0' Lip Cold joint. 2 - p'4 Rebar, eyed SECA NA A w%theot`approoacchhs �l&10 10. Sections of existing drive approach being removed for replacement shall be sawcut at the limits of removal as directed by the City Engineer. The section being removed shall be a min. of 5.0' in length and sawcuts shall align with existing joint or score line Replacement shall conform in dnnenskin and location to the adjacent existing improvements unless otherwise directed 11. Sections being replaced may be poured against existing pavement, if in good condition and with prior approval of the City Engineer. Otherwise, the existing pavement shall be sawcut a min. of 2.0' from the edge of concrete or as directed. Pavement patch shall conform to the requirements of Standard Detail ST -11. 12 Curb and gutter and body of approach shall be poured separately, not monolithiaolty 13. Total maximum allowable drive approach width shall not exceed 6O.Z of commercial%multi-family property frontage. (hive approach dimension, as shown an approved plan, shall be the basis of such determination. 14. With approval from the City Engineer, total approach width, including wings, may be increased to 50' maximum for M-1 and M-2 uses, where NO volumes of semi -truck and trader use warrant. 15 A minimum of 22' of full height curb shah separate drive approaches except as noted on Standard 0etad T-20, or as approved by City Engineer. 16. No opproadh costructkcn is permitted within a sheet or alley curb retum. 17. No portion of the drive g7proach shall be cosbucted on adjacent property 6oatage unless specifically opprowd by the City Engieer. 16 See Table 6.9.1 for use of this drive approach standard 45'typ, allowed for commercial/mufti-family drive Wooch P construction.'.:''r 3.0' of Detectable Warning Surface, full width of sideway typ. both sides of opproach See Note 4 on Detail ST -t0 z Pry dSGaQe 4d P Score Mark, see Note 7. - Exponsion Curb & Cutter Per Joint Standard Moil ST -1. ---r- Curb Romper Standard Detail ST -10. Score Mork I I I. 4 I I I o I I b I I co I t h_�: I I I I I I Weakened Plane Joint I t NO TES 2.0' deep Weakened Plane Joint, see Note 7. 10.0' f f - J.0' min. at future signalized intersections RkRight -of -WRY Combk 9 Y 6.0' Sider I I 1.59 min. I All workmmrship and materials shall conform to the applicable sections of the specifications entitled 'State of California, Department of Transportation, Standard Specifications", hereafter known as "Standard Specifications; current City approved edition. 2 A current Street Permit issued by the City of Bakersfield Public Works Department must accompany elk wok within the City right-of-way. 3 Subgrade shad be constructed true to grade and cross section and compacted to 9OX of maximum dry density as determined by ASTM 9-1557 to a depth of 6.0' below top of subgrade. 4. Concrete for sidewalk shall conform to the requirements of the Standard Specifications for minor concrete (min. cement content of 505 lb/cu yd) Concrete shall contain no additives unless prior approved is obtained from the City Engineer. 5 Timber forms shall be surfaced on the side placed next to the concrete and shall be not less than 1.5' tuck after being surfaced Forms and subgrade shall be wetted immediately prior to placement of concrete. 6. Concrete surfaces shall be troweled smooth, edged and then given a light broom finish Immediately after finishing, nif exposed surfaces shall receive a complete, uniform coating of white pigmented curing compound conforming to the Standard Specifications Concrete surface shalt be kept moist until the curing compound is applied. 7. Expansion joints shalt be constructed at each side of structures at ends of curb returns and at 60' max. intervals AP Weakened plane joints 2.0' deep, shall be placed at 100' kntervals with 0.25" deep score marks at 5.0' fntervvfs varies 20' 2OX 2.0X mom- 4:1 mmax. 4.0' min. *4.5' on ad local streets unless otherwise dkected by the City Engineer. 7.5' on oil arterial streets unless otherwise directed by the City Engineer. 6.5' on all collector streets and on all local streets that ore adjacent to schools hospitals, commercial or industrial areas or as otherwise directed by the City Engineer. & Expansion joint Mier material shall consist of preformed strips of durable, resilient compound that conforms to the requirements of the Standard Specifications 9. Sections of existing sidewalk being removed for replacement shalt be sawcut at the limits of removal as directed by the City Engineer. The section being removed sholl be a mi?. of 5.0' kr length and sawcuts shall ofign with existing joint or score llae Replacement shall conform in dimension and location to the odfacent existing improvements unless otherwise directed 10 Combination sidewalk shat( be used at intersections and bus stops on all arterial and collector streets and may be used at cut -de -sacs and knuckles on local streets Alf other uses of combination sidewalk aha subjaet to the approval of the City Engines. 11. Any deviation from standard in finish, color, or materials used wiil require prior approval from the City Engines: 12 Transitions in sidewalk types must be approved by the City Engineer. 13. All sidewalk construction shall comply with current requirements for ADA. 2 1 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 Initial Submittal 02-14-2020 No. Revision/Issue Date Project Name a d Aodress 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sh,,tTmr DETAILS P,a;aaNa 19-042 SneE,Na V, 3 � V City Records No. C-105 a� 5.00' 125.00' — 6" Thick Concrete Curb — _ Excavated Area- - — — — —Existing Ground FF 364.35 —PAD 36— — — 1.91 � 6. o Flow Line J a 2.00' 6" Concrete Curb Flow Line e a Existing Ground �I of mi 20.00' 4" Thick Concrete Per Architecturals 4" Thick Approved Fill i 2.0% of SECTION A-106 HORIZONTAL SCALE: 1"=10'-0" NO VERTICAL EXAGGERATION Existing Ground --� SECTION B-106 I 6" Thick Concrete Curb ` y � Existing Ground Flow Line / O SECTION C-106 HORIZONTAL SCALE: 1"=5-0" NO VERTICAL EXAGGERATION HORIZONTAL SCALE: 1 "=10'-0" NO VERTICAL EXAGGERATION Q_ I 6" Thick `I Concrete Curb r 5.00' 3.00' Existing Ground Flow Line /, ,/. //A/ A/ iX SECTION D-106 HORIZONTAL SCALE: 1 "=5-0" NO VERTICAL EXAGGERATION J a Existing Ground 30.00' s� of0 (,r7 r= -37, Y ity Records No. 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - Initial Submittal 02-14-2020 No. Revision/Issue I Data elejeet Name and Add. - 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan sneerT,na CROSS SECTIONS oho,� No 19-042 Sheet No. C-105 Wo Ler S S �..�, J12� (04A u� WOODMERE DR I ('sewer S , S V, 93.00' 363 Street Light Box Ili i III 1 11 1-- 1 !!' EROSION CONTROL PLAN 10' 20' 20' 0' 40' GRAPHIC SCALE: 1"=20'-0" EROSION CONTROL GENERAL NOTES 1. IN CASE OF EMERGENCY, CALL ERIC PUENTE @ 10. DESILTING BASINS MAY NOT BE REMOVED OR MADE 661-706-8717 a INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF SHEETS) THE FOLLOWING YEAR WITHOUT APPROVAL OF THE 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE GRADING INSPECTOR. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NOVEMBER IST THROUGH APRIL 15. NECESSARY 11. EROSION CONTROL DEVICES ARE TO BE MODIFIED AS MATERIAL SHALL BE AVAILABLE ON SITE AND NEEDED AS THE PROJECT PROGRESSES AND PLANS OF STOCKPILED AT CONVENIENT LOCATIONS TO THESE CHANGES MUST BE SUBMITTED FOR APPROVAL FACILITATE RAPID CONSTRUCTION OF EMERGENCY - Initial Submittal 02-14-2020 AS REQUIRED. DEVISED WHEN RAIN IS IMMINENT. CONCRETE CURING (NS -12) No. Revision/Issue Date 12. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE n RETAINED ON SITE AND MAY NOT BE TRANSPORTED BE REMOVED WHEN APPROVED BY THE GRADING 5802 Woodmere Drive FROM THE SITE VIA SHEET FLOW, SWALES, AREA Te Siub �� DRAINS, NATURAL DRAINAGE COURSES OR WIND, PROGRESSED TO THE POINT WHERE THEY ARE NO 7O u� WOODMERE DR I ('sewer S , S V, 93.00' 363 Street Light Box Ili i III 1 11 1-- 1 !!' EROSION CONTROL PLAN 10' 20' 20' 0' 40' GRAPHIC SCALE: 1"=20'-0" EROSION CONTROL GENERAL NOTES 1. IN CASE OF EMERGENCY, CALL ERIC PUENTE @ 10. DESILTING BASINS MAY NOT BE REMOVED OR MADE 661-706-8717 (PER CALIFORNIA STORMWATER HANDBOOK FOR BMP FACT INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF SHEETS) THE FOLLOWING YEAR WITHOUT APPROVAL OF THE 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE GRADING INSPECTOR. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NOVEMBER IST THROUGH APRIL 15. NECESSARY 11. EROSION CONTROL DEVICES ARE TO BE MODIFIED AS MATERIAL SHALL BE AVAILABLE ON SITE AND NEEDED AS THE PROJECT PROGRESSES AND PLANS OF STOCKPILED AT CONVENIENT LOCATIONS TO THESE CHANGES MUST BE SUBMITTED FOR APPROVAL FACILITATE RAPID CONSTRUCTION OF EMERGENCY - Initial Submittal 02-14-2020 AS REQUIRED. DEVISED WHEN RAIN IS IMMINENT. CONCRETE CURING (NS -12) No. Revision/Issue Date 12. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY RETAINED ON SITE AND MAY NOT BE TRANSPORTED BE REMOVED WHEN APPROVED BY THE GRADING 5802 Woodmere Drive FROM THE SITE VIA SHEET FLOW, SWALES, AREA INSPECTOR IF THE GRADING OPERATION HAS DRAINS, NATURAL DRAINAGE COURSES OR WIND, PROGRESSED TO THE POINT WHERE THEY ARE NO 7O SANDBAG BARRIER OR STRAW BALES (SE -8) LONGER REQUIRED. U ® STABILIZED CONSTRUCTION ENTRANCE / EXIT 13. STOCKPILES OF EARTH AND OTHER CONSTRUCTION 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED (TC-1)[EC-1021w/314"GRAVEL RELATED MATERIALS MUST BE PROTECTED FROM AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE 9O BEING TRANSPORTED FROM THE SITE BY THE FORCES TOP OF SLOPES AT THE CONCLUSION OF EACH Q OF WIND OR WATER. WORKING DAY. GRADING PLAN ®— 11. 14. FUELS, OILS, SOLVENTS AND TOXIC MATERIALS MUST 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL 12. BE STORED IN ACCORDANCE WITH THEIR LISTING AND DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM ARE NOT TO CONTAMINATE SOIL AND SURFACE AND BE DISPOSED OF PROPERLY. Project No. 19_042 WATERS. ALL APPROVED STORAGE CONTAINERS ARE 14 CONCRETE WASTE MANAGEMENT (WM-8)[EC-1031 TO BE PROTECTED FROM THE WEATHER. SPILLS MUST 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER 15 BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DEVICE SHALL BE DRAINED OR PUMPED DRY EC -101 THE DRAINAGE SYSTEM. WITHIN 24 HOURS. City Records No. 15. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED 7. EXCEPT AS OTHERWISE APPROVED BY THE GRADING INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE INSPECTOR, ALL REMOVABLE PROTECTIVE DEVICES SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN SHOWN SHALL BE IN PLACE AT THE END OF EACH CONCRETE WASTES ON SITE UNTIL THEY CAN BE WORKING DAY OR ON WEEKENDS WHEN THE 5 -DAY RAIN DISPOSED OF AS SOLID WASTE, POSSIBILITY FORECAST EXCEEDS 40%. 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES 8. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO POTENTIAL HAZARD TO OFFSITE PROPERTY SHALL BE PREVENT CONTAMINATION OF RAINWATER AND REMOVED FROM THE SITE AS DIRECTED BY THE DISPERSAL BY WIND. GRADING INSPECTOR. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE 9. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE CONSTRUCTION ENTRANCE MUST BE STABILIZED SO AS DISCRETION OF THE FIELD ENGINEER. TO INHIBIT SEMIDENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR HOSED DOWN. BMP CONSTRUCTION NOTES (PER CALIFORNIA STORMWATER HANDBOOK FOR BMP FACT SHEETS) 1D VEHICLE AND EQUIPMENT CLEANING (NS -8) 2O VEHICLE AND EQUIPMENT FUELDING (NS -9) 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 O VEHICLE AND EQUIPMENT MAINTENANCE (NS -10) - Initial Submittal 02-14-2020 CONCRETE CURING (NS -12) No. Revision/Issue Date 5O CONCRETE FINISHING (NS -13) Pmleet Nem. ena Aftese FIBER ROLLS (SC-5)[EC-1031 OR SILT FENCE (SC-1)[EC-102] 5802 Woodmere Drive Z 7O SANDBAG BARRIER OR STRAW BALES (SE -8) Parcel 63, PM 10606 U ® STABILIZED CONSTRUCTION ENTRANCE / EXIT APN: 499-585-07 Q (TC-1)[EC-1021w/314"GRAVEL Grading Plan �` 9O WIND EROSION CONTROL FOR DUST (WE -1) Sheet Tiff. Q 10. MATER{ALDELIVERYANDSTORAGE(WM-1) GRADING PLAN ®— 11. SPILL PREVENTION AND CONTROL (WM-4) 12. SOLID WASTE MANAGEMENT (WM-5) 13. CONTAMINATED OIL MANAGEMENT (WM-7) Project No. 19_042 14 CONCRETE WASTE MANAGEMENT (WM-8)[EC-1031 15 STOCKPILE MANAGEMENT (WM-3)b (uQ� ��-' �'� No EC -101 City Records No. Cross barrier (See note 10) Toe of slope 0 m Fabric Max reach = 160 in (See note 1) Silt Fence Optional maintenance opening detail --\ .;.—M 25 m A Wood Fabricstake -: Fabric Stabilized Construction Entrance/Exit C_1 i A Cross barrier � PLAN m TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SILT FENCE) Setback varies (See note 4) 50 X 60 Wood stake (See notes 3 & 5) Toe of slope � Slope 150 r Sea idetail � tail A Stake B Fabric section A (See notes 6, 7 & 12) Fabric section B (See notes 6, 7 & 12) Stake A JOINING 01ICTION DETAIL (TOP VIEW) 50 X 60 wood stall ,gyp Fabric (gee note 3) (See note 8) 150 SECTION A—A END STAKE DETAIL (TOP VIEW) END DETAIL NOTES 1, construct the length of each reach so that the change in base elevation along the reach does not exceed 1/3 the height of the linear barrier, in no cape shall the reach length exceed 160m. 2. The last 2.6 in of fence shall be turned up slope. 3. dtake dimensions are nominal. 4, Dimension may vary to fit field condition. 6. stakes shall be spaced at 2.5 in maximum and shall be positioned on downstream side of fence. 8, dtakeel to overlap and fence fabric to told around each stake one full turn. secure fabric to stake with 4 $topics. 7, stakes shall be driven tightly together to prevent potential flow-through of sediment at joint, The taps of the stakes Shall be secured with wire. 8. For and stake, fence fabric shall be folded around two stakes one full turn and secured with 4 staples. 9. Minimum 4 staples per stake. Dimensions shown are typical. 10. Gross barriers shall be a minimum of 1/3 and a maximum of 1/2 the height of the linear barrier. 11. Maintenance openings shall be constructed in a manner to ensure sediment remains behind silt fence. 12. Joining sections shall not be placed at sump locations. 13. sandbag rows and layers shall be offset to eliminate gaps. —Fabric Stake O End stake End detail Stake - Fabric of slope 8andba y g End stake 01gs (2–layers hi) h OPTIONAL MAINTENANCE) OPENING DETAIL (SEE NOTE 11) gilt fence `✓ —1 Toa of slope CROSS BARRIFR DETAIL T)V", ATT A ._go SECTION C—C Jae note 10 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SILT FENCE) NO SCALE ALL DIMENsIONs ARE IN MILLIMETERS UNLE00 OTHBRINIsE sHOWN ke sem.. • � • � • `,rushed aggregate greeter than 75 man 3 in) bu€ smeller *,ton 150 mm (b in) Filter obiic OrigiaaE grade 300 darn (12 in) Min, unless otherwise speciried by a soils engineer SECHON B—B NTS NOTr: -C Construct sediment barrier 8 and channelize runoff to o) sediment trapping device as 6ecided _V_ Width as j recqured #c i aoowinodd onticipated cftc c, lour urnes ,ria circum erence of .he orgeot construction vehicle tire, Metals whichever is granter Existing Grady PLAN I Stabilized Contraction Entrance/Exit (Type 1) Qushed aggregate greater thco 79 mm �(5 in) poet ,me ter fhar 150 mm (B In) Flier rcbm O'kimm rade q } 4 '-3C0 mm (12 In) Miry unless otherwise enaci9ed by a sails engineer SECTION B -B (:ruched aggregate 9reawr than 75 mn, ' (3 In? b�.n amalles than i59 mm (h In„ � f'o,ru 4aped. sree[ Ronels F Filter fobric Original _ gads '- 300 mm (12 in) Mtn, unless otherw7se specnflad Uy a soils engineer SECPON A–,A _90177 C�,GALc NOW. Cor huct d.dl nor . t ba r _ rd cnpry e ire r -no(f to edlce t apPln9 4edmervt trapping device devise Exisfing %rpde steel panels 3 rr in o as ege to Qcc.modc traffic, whichever is gr'e3ter. at th- largest c n .v lt'brvailicle bye, shichever Is greater P a -FAN -h-T5-- Stabilized Construction Entrance/Exit (Type 2) EI 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - initial Submittal 02-14-2020 No. Revision/Issue Date Pineal Na a and Addreva 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan eheetntl, EROSION CONTROL DETAILS Prn,eal Ne 19-042 sn�et vn - ``"};] I EC -102 City Records No. Concrete Waste Management F! 9 SANDBAG 10 Trill PLASTIC LINING 1 m ' — BERM �k LATH AND NOT TO SCALE. FLAGGING ON 3 SIDES 3rrt MINIMUM --� VARIES i I J AN. 10 rn'i PLASTIC LPNING NOT TO SCALE M 'BELLOW GRADE" NOTES; t. ACTUAL. LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN {SEE PAGE 'a) SHALL BE NSTALtEU WsT I N 10 rn OF THE; TEMPORARY CONCRETE WASHOUT FACILITY. WOOD FRAME SECURELY FASTENED AROUND}. ENTIRE PERIMETER WIT4 TWO STAKES 0 x I t Siii10N 9-H° NOT TO SCALE 3m MINNUM _...�_...:. ! I TWO -STACKED 2x12 RO WOOD ERA 10 mil Ev .., NOT TO SCALE TYPE 0ABOVE GRADE* Wn "DO PLANKS PLYWOOD --_.. 120D ram x. 610 mm STAKE _ ;l-'� PAINTED WHITE. (TYP.) 1 i COWCRETE i BLACK LETTERS t WASHOUT r I - � 180 mm HEIGHT LAG SCREWS 835 mm (12.5 mm). WOOL) P051 915 mm. �' '. (88 mm x 88 mm x 2.4 m) u r VARIES w I b F I B X k i d If 10 mil PLASTIC LINING ----�' !__ CTRA BALE. NOT To SCALE TYPE *ABOVE GRADE' yy55 �WITH STRAW BALES Ng 3 - 1, ACTUAL LAYOUT DETERMINED IN THE FiELO. 2. THE coNGRErE WASHOUT SIGN (SEE PIG: 4-15) SHALL BE INSTALLED WITHIN 14 rn OF THE TEMPORARY CONCRETE WASHOUT PACILIFY. cwa.YtuaisleWa-aaawc W 8-14-Q Em 200 rim- -w-- .�J Min Dik STEEL WIRE STAPLE DETAIL SLAKE p tom) 1 V !1M ak 4V Vertical spacing along face of the slope varies between 3m and 6 m Rope Tie SIOpe t �arie� 50 to 100 rmm ill Note - Install fiber roll v along a level contour. Fiber rails e, Fiber Tell 200 mm min 300mmmin. 19mmx wood wa4t'� StaIKe"•S max 1.2 rn spocs'np (tYp•) OPTIONAL ENTRENCHMENT DETAIL N.T.S. 4V Install a fiber roll near slope .where it transitions into a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. Slope 50 to 100 mm Fiber roll 200 m n rain 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - Initial Submittal 02-14-2020 No. Revision/Issue Date Pmieet Name and Address 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sheet Tina_ EROSION CONTROL DETAILS Project No. ham No Call Before You Dig!City Records No. 19-042 EC -103 l— STRAW BAG: STAPLES BINDING WIRE (2 PER BALE) —"�- t1 r` ftii9 PLASTIC LINING WOOD -OR.METAL ��--ip 1 NATIVE. MXTERY STAKES. (2 PER. RALE) �'"`r, _ ./ (OPTIONAL) t Siii10N 9-H° NOT TO SCALE 3m MINNUM _...�_...:. ! I TWO -STACKED 2x12 RO WOOD ERA 10 mil Ev .., NOT TO SCALE TYPE 0ABOVE GRADE* Wn "DO PLANKS PLYWOOD --_.. 120D ram x. 610 mm STAKE _ ;l-'� PAINTED WHITE. (TYP.) 1 i COWCRETE i BLACK LETTERS t WASHOUT r I - � 180 mm HEIGHT LAG SCREWS 835 mm (12.5 mm). WOOL) P051 915 mm. �' '. (88 mm x 88 mm x 2.4 m) u r VARIES w I b F I B X k i d If 10 mil PLASTIC LINING ----�' !__ CTRA BALE. NOT To SCALE TYPE *ABOVE GRADE' yy55 �WITH STRAW BALES Ng 3 - 1, ACTUAL LAYOUT DETERMINED IN THE FiELO. 2. THE coNGRErE WASHOUT SIGN (SEE PIG: 4-15) SHALL BE INSTALLED WITHIN 14 rn OF THE TEMPORARY CONCRETE WASHOUT PACILIFY. cwa.YtuaisleWa-aaawc W 8-14-Q Em 200 rim- -w-- .�J Min Dik STEEL WIRE STAPLE DETAIL SLAKE p tom) 1 V !1M ak 4V Vertical spacing along face of the slope varies between 3m and 6 m Rope Tie SIOpe t �arie� 50 to 100 rmm ill Note - Install fiber roll v along a level contour. Fiber rails e, Fiber Tell 200 mm min 300mmmin. 19mmx wood wa4t'� StaIKe"•S max 1.2 rn spocs'np (tYp•) OPTIONAL ENTRENCHMENT DETAIL N.T.S. 4V Install a fiber roll near slope .where it transitions into a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. Slope 50 to 100 mm Fiber roll 200 m n rain 2 FINAL SUBMITTAL 07-01-2020 1 2ND SUBMITTAL 03-31-2020 - Initial Submittal 02-14-2020 No. Revision/Issue Date Pmieet Name and Address 5802 Woodmere Drive Parcel 63, PM 10606 APN: 499-585-07 Grading Plan Sheet Tina_ EROSION CONTROL DETAILS Project No. ham No Call Before You Dig!City Records No. 19-042 EC -103