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BLD-2020-1179 PlansE- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions 0 A NEW ACCESSORY DWELLING UNIT FOR: The Otis Residence 10789 Juniper Court, Main Residence 10791 Juniper Court, ADU Cupertino, CA. 95014 1 1 1 1 1 1 SPECIAL INSPECTION LIST: 1. Diaphragm Nailing for Systems Using Nails Spaced 4-inches On Center or Less by Engineer of Record. 1 1 2 2 2 Independent Code Consultants 11/09/20 12/04/20 BLD-2020-1179 SEAN HATCH NN R EN G I N E E R I N G SE R V I C E S CO . 1. DATE OF SURVEY: JUNE 13, 2020. 2. UTILITIES FOUND ARE BASED UPON SURFACE EVIDENT FINDINGS. RECORDS OF UTILITIES WERE NOT UTILIZED FOR THIS SURVEY 3. TREES SHOWN ARE THOSE OF SIZE SIGNIFICANCE. THE SITE CONTAINS OTHER TREES UNDER 6" AND ARE NOT SHOWN FOR MAP CLARITY. TREE CLASSIFICATIONS ARE TO THE BEST KNOWLEDGE OF THE SURVEYOR. AN ARBORIST MUST SPECIFY ACTUAL TREE TYPE. 4. MAIN STRUCTURE AND APPURTENANT STRUCTURES ARE BASED UPON THE BEST EFFORTS OF THE SURVEY CREW. SOME ELEMENTS MAY BE MISSING AND CHECKS BY THE ARCHITECTS OFFICE WILL BE NECESSARY BEFORE DESIGN WORK. THE BEARING S35°18'00"E BETWEEN TWO FOUND MONUMENTS ALONG JUNIPER COURT AS SHOWN IN CORNER RECORD DOCUMENT NUMBER 3262, SANTA CLARA COUNTY WAS TAKE AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. REFERENCES: SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE FENCE LINE WATER METER WATER VALVE FIRE HYDRANT XX" TREE GUY ANCHOR AS NOTED JOINT POLE TREE, SIZE AND TYPE W G CONCRETE WATER LINE GAS LINE FL FLOWLINE TC TOP OF CURB EP EDGE OF PAVEMENT CONC CONCRETE LIP LIP OF GUTTER GS GROUND SHOT AD AREA DRAIN FF FINISH FLOOR BSL BUILDING SETBACK LINE ASSUMED ELEVATION SET MAG NAIL ELEVATION=386.35' Independent Code Consultants11/09/20 E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 985-1 343 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n J o s e , CA 951 1 7 ByRevisions A0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 Independent Code Consultants11/09/20 E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions A1 ≤ ≤ ≤ ≤ ’ “ ” 1 1 1 1 1 § § 1 1 1 1 1 1 1 2 2 2 2 2 2 2 Independent Code Consultants11/09/20 10791 < E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions A2 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 Independent Code Consultants11/09/20 E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions A31 Independent Code Consultants11/09/20 C1.0 C OV ER S HE E T, DE TA ILS A N D GE N E RA L NOTE S DATE SCALE DESIGNER JOB SHEET OF SHEETS DRAFTER RE V I S I O N No . BY G K M e n g i n e e r i n g . c o m L o s G a t o s , C a 9 5 0 3 2 C I V I L E N G I N E E R I N G S U R V E Y I N G L A N D P L A N N I N G 2 8 5 C a r l t o n W a y ( 4 0 8 ) 6 5 6 5 9 1 7 NE W AD U 1 0 7 8 9 & 1 0791 J U N I P E R CO U R T CUPERTINO CALIFORNIA 9/1 5/2 020 AS SHOWN GM GM A200719 4 I. GENERAL: 1. ADJUSTMENTS TO BUILDING PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE SHALL BE MADE ONLY WITH APPROVAL OF THE ENG INEER. 2. COMPACTION TO BE DETERMINED USING ASTM D1557-LATEST EDITION. 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERG ROUND UTILITIES AS SHOWN ON THE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERG ROUND UTILITIES.) HOWEVER, THE ENG INEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 4. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO ANY SITE WORK. ALL WORK FOR STORM AND SANITARY INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. 5. SHOULD DISCREPANCIES EXIST BETWEEN THE ACTUAL ELEVATIONS AND LOCATIONS OF EXISTING UTILITY CONNECTIONS AND THOSE AS SHOWN ON THESE PLANS, THE CONTRACTOR SHALL NOTIFY GKM ENGINEERS, AT (408) 656-5917 BEFORE ADJUSTING UTILITY DESIGN. 6. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES WHERE THEY ARE TO BE CROSSED ABOVE OR BELOW BY THE NEW FACILITY BEING CONSTRUCTED IN ORDER TO VERIFY THE GRADE AND TO ASSURE THAT THERE IS SUFFICIENT CLEARANCE. IF THE CONTRACTOR REQUIRES ASSISTANCE HE SHALL CALL GKM ENGINEERS AT (408) 656-5917 AND REQUEST A SURVEY CREW TO MAKE THE DETERMINATION. PIPE SHALL NOT BE STRUNG NOR TRENCHING COMMENCED UNTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, HE WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MATERIAL REQUIRED IF MODIFICATIONS TO THE DESIGN ARE NECESSARY. 7. THE CONTRACTOR SHALL SET HIS STRING OR WIRE THROUGH AT LEAST THREE GRADE STAKES TO VERIFY THE GRADE. IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE, NOTIFY THE ENG INEER IMMEDIATELY AND HAVE THE GRADES CHECKED PRIOR TO TRENCHING. 8. STORM DRAIN PIPES DESIG NATED AS "SD FROM 4" TO 24" IN DIAMETER SHALL BE SDR-35 P.V.C. (HANCOR SURE-LOK WT PIPE OR APPROVED EQUAL), CLASS HDPE SMOOTH INTERIOR PIPE PER ASTM D3212 (HANCOR SURE-LOK WT PIPE OR APPROVED EQUAL) OR DUCTILE IRON PIPE (D.I.P.), IF SPECIFIED ON PLANS. NO MATERIAL SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE. ANY PIPES LARG ER THAN 24" IN DIAMETER SHALL BE CLASS III REINFORCED CONCRETE PIPE (R.C.P.). HDPE AND P.V.C. PIPE SHALL ONLY BE USED WHEN THE MANUFACTURER RECOMMENDATION REQUIREMENTS ARE MET. PIPE MADE OF ANY OTHER MATERIAL MAY BE USED ONLY AFTER APPROVAL OF THE ENG INEER. 9. ALL UTILITY STRUCTURES INCLUDING, BUT NOT LIMITED TO MANHOLES, CATCH BASINS, WATER VALVES, FIRE HYDRANTS, TELEPHONE AND ELECTRIC VAULTS AND PULL BOXES THAT LIE WITHIN AREAS EFFECTED BY WORK ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR OR THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS RESPONSIBLE TO AFFECT COORDINATION. 10. ALL AREAS TO BE GRADED AT 1% MINIMUM FOR DRAINAGE EXCEPT ALONG FLOWLINE OF CURB AND GUTTER OR VALLEY GUTTER, AS SHOWN. 1 1 . CONTRACTOR SHALL GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN. 1 2. PROPOSED SPOT GRADES (ELEVATIONS) SHOWN HEREON ARE FINISHED PAVEMENT GRADES, NOT TOP OF CURB GRADES, UNLESS NOTED OTHERWISE. 1 3. ESTIMATED EARTHWORK QUANTITIES: EARTHWORK QUANTITIES SHOWN (IF ANY), OR OTHERWISE SUPPLIED BY GKM, ARE APPROXIMATE ONLY AND SHOWN FOR THE PURPOSES OF CALCULATING GRADING PERMIT FEES. GKM ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE QUANTITIES. 14. WHEN A GRADING PERMIT IS ISSUED ON THIS PROJECT THE AGENCY APPROVAL APPLIES ONLY TO GRADING. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL OTHER NECESSARY PERMITS TO ACCOMPLISH PROPOSED SITE WORK. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR OBTAIN ALL NECESSARY UNDERG ROUND PERMITS BEFORE ROUGH GRADING THE SITE, AS REVISIONS TO UNDERGROUND FACILITIES MANDATED BY PLAN CHECKING AGENCIES MAY SUBSTANTIALLY EFFECT GRADING INCLUDING FINISHED FLOOR ELEVATIONS. 15. THE CONTRACTOR SHALL VERIFY THE CONTENTS AND THICKNESSES OF THE BUILDING SLAB SECTION (IE: CONCRETE, SAND, ROCK) WITH THE STRUCTURAL PLANS AND THE ELEVATIONS SHOWN HEREON PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 16. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE O.S.H.A. REGULATIONS. 1 7. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH G ENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEG ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 18. WHERE OFF-SITE DRIVEWAY APPROACHES ARE TO BE CONSTRUCTED THE ON-SITE DRIVEWAY SHALL NOT BE CONSTRUCTED UNTIL THE OFF-SITE IMPROVEMENTS ARE INSTALLED. THE ON-SITE DRIVEWAY SHALL CONFORM TO THE COMPLETED OFF-SITE DRIVEWAY. 19. ALL PIPES SHALL HAVE A MINIMUM COVER OF 3' FROM FINISH GRADE UNLESS OTHERWISE SPECIFIED ON THE PLANS. GENERAL NOTES 6" PER PLAN 3.0' DIAMETER MIN. MIRAFI 140 N 12" SEE PLAN FOR RIM ELEVATION SEE PLAN FOR INVERT GROUT PIPE IN PLACE OR PVC TEE E L E V A T I O N 12" RCP/ OR PVC W/ C.I. OR PVC GRATE 3/4'-1 1/2" CRUSHED DRAIN ROCK 3. 0 ' MI N . 6" PERF. PVC WRAPPED IN FILTER FABRIC STORM DRAIN PER PLAN VARIES CRUSHED ROCKDRAIN TEE DRAIN PIPE NDS UNIVERSAL OUTLET OR APPROVED EQUAL NDS 12" LOW PROFILE ADAPTER SLOPE TO DRAIN NDS SPEE-D GRATE, NDS #40, 6" ROUND FLAT TOP, BLACK. WITHIN LAWN AREAS COMPACTED SOIL VARIES CRUSHED ROCKDRAIN TEE DRAIN PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL SLOPE TO DRAIN NDS SPEE-D GRATE, NDS #90, 6" ATRIUM GRATE, BLACK MULCH AREAS COMPACTED SOIL (SHRUB & G ROUNDC OVER) NDS #66 DRAIN RISER PIPE OR APPROVED EQUAL VARIES CRUSHED ROCK DRAIN PIPE NDS UNIVERSAL OUTLET OR APPROVED EQUAL NDS 12" LOW PROFILE ADAPTER SLOPE TO DRAIN NDS SPEE-D GRATE, NDS #40, 6" ROUND FLAT TOP, BLACK. WITHIN LAWN AREAS COMPACTED SOIL VARIES CRUSHED ROCK DRAIN PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL SLOPE TO DRAIN NDS SPEE-D GRATE, NDS #90, 6" ATRIUM GRATE, BLACK MULCH AREAS COMPACTED SOIL (SHRUB & G ROUNDCOVER) NDS #66 DRAIN RISER PIPE OR APPROVED EQUAL NDS 1/4 BEND DRAIN ELBOW OR APPROVED EQUAL NDS 1/4 BEND DRAIN ELBOW OR APPROVED EQUAL NOT TO SCALE UTILITY LINE 1:1 M A X . FINISH FLOOR (SEE STRUCTURAL PLANS) FOOTING TRENCH EXCAVATION TO REMAIN OUTSIDE OF FOOTING INFLUENCE LINE. 1AREA DRAIN C2.0 C1.0 COVER SHEET, DETAILS, & GENERAL NOTES GRADING AND DRAINAGE PLAN SHEET INDEX NEW ACCESSORY DWELLING UNIT APN: 342-057-010 10789 & 1 0 791 JUNIPER COURT, C U PERTIN O, CA CONCRETE COVER CONCRETE BOXCAST IRON COVER s s HAND TAMPED BACKFILL TO 90% RELATIVE COMPACTION BANDED RUBBER COUPLING & CLAY CAP OR APPROVED EQUAL PIPE SIZE AS INDICATED ON PLAN, INSTALL VERTICALLY, CUT TO LENGTH LONG RADIUS 1/8 (45°) BEND 1/8 (45°) BEND AT TERMINUS ONLY OR WYE BRANCH FOR INTERMEDIATE CLEANOUTS SLOPE PAVING OR HARDSCAPE CLEANOUT BOX (SEE NOTES) 2" MI N . FG/LSCP 2" ELEVATION NOTES: 1. A RECTANG ULAR BOX AS SHOWN ABOVE SHALL BE USED FOR CLEANOUTS THAT ARE CAPPED USING A BANDED RUBBER COUPLING. 2. CIRCULAR BOXES ARE PERMITTED FOR CLEANOUTS THAT ARE CAPPED WITH A SCREW TYPE CAP OR OTHER APPROVED TOP OPENING CAPS. TYPE AND MANUFACTURER SUBJECT TO APPROVAL BY ENG INEER. 3. CIRCULAR BOXES INSTALLED IN SIDEWALK AREAS SHALL HAVE A SOLID COVER WITHOUT HOLES. 4. APPROVED RECTANG ULAR BOXES ARE: A) CHRISTY CONCRETE PRODUCT B3 BOX WITH A B3D CONCRETE LID OR A B3C METAL LID, OR B) BROOKS PRODUCTS, INC. NO.3 METER BOX WITH A NO.3 HEAVY DUTY CONCRETE LID OR A NO.3 CAST IRON TRAFFIC LID OR APPROVED EQUAL. 5. CONCRETE LIDS ARE ACCEPTABLE FOR USE IN NON VEHICULAR TRAFFIC AREAS, METAL, TRAFFIC RATED LIDS MUST BE USED IN TRAFFIC AREAS. 6. ALL CLEANOUT BOX LIDS SHALL BE MARKED WITH A LETTER "S" OR THE WORD "SEWER". 7. TERMINATE CLEANOUT AT CLOSEST JOINT TO SURFACE WITH TEMPORARY PLUG. AFTER ALL BACKFILL IS COMPLETE AND SUB-GRADE MADE IN AREAS TO BE PAVED THE FINAL RISER PIPE AND BOX SHALL BE INSTALLED AS SHOWN. RECTANG ULAR BOXES NOT TO SCALE CLEANOUT TO GRADE C3.0 EROSION CONTROL PLAN NOT TO SCALE INFILTRATION DEVICE 6 C1.1 BEST MANAGEMENT PRACTICES NOTES: 1. REFER TO GEOTECHNICAL INVESTIGATION , FOR INFORMATION NOT SHOWN OR NOTED. TYPICAL CONDITION THICKENED SLAB EDGE 8" MIN 4" MI N . NOT TO SCALE 5UTILITY LINE PARALLEL TO FOOTING LONGITUDINAL REINF. #4 @ 18" O.C. MAX 3 NOT TO SCALE 2' RETAINING WALL 7 NOT TO SCALE 4INLET AT DOWNSPOUT GROUT AROUND PIPE TO SEAL PV C "WYE" CONNECTION TO STORMDRAIN 90° BEND BU I L D I N G RAINWATER DOWNSPOUT MOUNTING BRACKET SEE ARCHITECTURAL PLANS CHRISTY V-1 WITH V1 -71 C GRATE GRADE 1 VARIES 2' - 0 " MA X CONC. PAD WERE OCCURS VERTICAL REINF. #4 @ 18" O.C. ALTERNATE HOOK 3" CLR. TYP. EQ. #4 CONT.1'-8" CL WALL 1 ' - 0 " EXPANSION JOINT EQ.EQ. NOTES 1. SEE SOILS REPORT FOR COMPACTION REQUIREMENTS WITHIN LANDSCAPING AND BELOW WALLS. 2. SUBGRADE CONSTRUCTION AND COMPACTION SHALL BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENG INEER OF RECORD. 8" EQ. RCJ AT CONTRACTORS OPTION NOT TO SCALE CONCRETE PAVING SECTION 8 1 Independent Code Consultants11/09/20 C1.1 B E S T M A NA GE ME NT P R A CTIC E S DATE SCALE DESIGNER JOB SHEET OF SHEETS DRAFTER RE V I S I O N No . BY G K M e n g i n e e r i n g . c o m L o s G a t o s , C a 9 5 0 3 2 C I V I L E N G I N E E R I N G S U R V E Y I N G L A N D P L A N N I N G 2 8 5 C a r l t o n W a y ( 4 0 8 ) 6 5 6 5 9 1 7 NE W AD U 1 0 7 8 9 & 1 0791 J U N I P E R CO U R T CUPERTINO CA L I F O R N I A 9/1 5/2 020 AS SHOWN GM GM A200719 4 1 Independent Code Consultants11/09/20 385 . 7 8 ( )- )( _ )- )( )- )( )- )( ) - ) ~ (~ )- ~ - ) ( - - ~ ~ ~_ ~ ~_ ~- ~_ ~ _ ~ - - ) ~ ( ) ~ - _ ~ ( ) ) )- ) )- ~ _ (~ )~ ) _ - ~ _ ~ ) _ ~ - _ )~ ) ( ) - ) _ )~- ) ( _ - _ ) )( )- ) ) ( ~)~- )(~_ ~ )( ~_ ) ~ _ ~ _ ~ ~_ ~ ~_ ~ ~ ~_ ~ ~_ ~ ~ ( ~ ~ ( ~_ ~ ) ~_ ~ ) _ ) - ) _ )- _ ~ ~- ~_ ( ) ( ) 386 . 1 3 386 . 1 5 386 . 3 5 386 . 7 9 385 . 6 3 386 . 0 0 386 . 3 5 385 . 1 7 385 . 2 1 384 . 9 9 386 . 4 8 3 8 6.2 3386 . 1 5 386 . 4 2 385 . 9 7 386 . 0 6 385 . 9 1 386 . 2 0 386 . 3 6 385 . 7 8 385 . 4 8 385 . 4 4 385 . 4 7 385 . 8 5 385 . 9 5 3 8 5.4 0 385 . 2 6 385 . 2 2 385 . 0 1 385 . 2 0 385 . 2 7 385 . 2 2 385 . 3 0 385 . 5 8 385 . 7 5 386 . 2 2 386 . 3 8 386 . 2 5 385 . 9 2 386 . 4 1 387 . 0 1 387 . 4 6 388 . 1 9 388 . 1 1 388 . 3 3 388 . 3 1 388 . 3 2 388 . 6 8 388 . 5 4 388 . 7 2 388 . 3 5 387 . 8 7 387 . 6 0 387 . 0 1 386 . 7 5 387 . 8 5 387 . 9 7 388 . 0 6 388 . 0 3 388 . 1 1 388 . 3 0 388 . 1 5 388 . 2 4 388 . 1 7 387 . 9 8 388 . 0 4 387 . 9 6 387 . 7 4 387 . 6 5 386 . 9 7 386 . 7 0 386 . 4 3 386 . 9 8 387 . 4 2 386 . 4 6 386 . 8 5 386 . 5 3 387 . 2 4 386 . 2 2 386 . 3 2 386 . 3 5 386 . 2 7 386 . 6 0 386 . 8 6 386 . 7 2 387 . 3 7 388 . 4 1 387 . 9 5 3 8 8.0 1 3 8 8.0 5 388 . 0 7 388 . 0 7 388 . 0 3 388 . 0 8 388 . 0 0 3 8 7.9 6 387 . 9 4 387 . 8 2 387 . 7 6 388 . 1 3 388 . 4 8 388 . 4 7 388 . 3 7 390 . 2 5 389 . 7 1 389 . 6 7 388 . 3 2 388 . 2 5 388 . 3 6388 . 3 0 388 . 5 8 388 . 2 9 3 8 7.8 9 388 . 2 0 388 . 1 4 387 . 9 3 388 . 4 8 386 . 9 8 386 . 9 8 387 . 8 2 388 . 4 8 388 . 6 8 389 . 1 2 389 . 1 0 389 . 1 9 389 . 4 5 388 . 9 8 389 . 8 8 389 . 7 3 389 . 6 1 389 . 3 7 388 . 0 4 387 . 3 1 387 . 6 0 387 . 8 8 388 . 4 5 388 . 4 6 388 . 6 3 388 . 5 2 388 . 5 2 388 . 6 5 388 . 6 6 388 . 6 4 388 . 6 2 388 . 6 2 388 . 5 9 388 . 6 1 388 . 5 6 388 . 4 1 388 . 5 7 388 . 4 0 388 . 4 5 388 . 5 0 3 8 8.6 8 388 . 8 0 389 . 5 1 389 . 6 7 389 . 7 6 390 . 0 1 389 . 8 8 389 . 4 7 390 . 1 2 389 . 9 8 390 . 0 7 389 . 7 3 390 . 0 9 390 . 0 2 387 . 8 7 389 . 2 8 388 . 4 5 388 . 4 0 388 . 4 0 388 . 3 4 388 . 3 9 388 . 5 6 388 . 5 4 388 . 5 7 388 . 5 6 388 . 4 7 388 . 4 9 388 . 5 4 388 . 4 6 388 . 3 7 388 . 5 0 388 . 4 3 387 . 8 3 387 . 8 7 387 . 4 2 387 . 8 5 387 . 5 9 387 . 2 2 387 . 9 4 387 . 5 5 388 . 1 0 387 . 7 8 387 . 4 2 387 . 2 7 388 . 4 6 388 . 4 2 388 . 4 2 388 . 4 6 388 . 4 5 388 . 4 7 388 . 4 3 388 . 4 7 388 . 6 2 388 . 6 4 388 . 5 5 388 . 5 7 388 . 5 3 388 . 5 6 388 . 4 7 387 . 7 2 388 . 3 8 388 . 5 1 388 . 6 3 388 . 5 9 388 . 4 7 388 . 4 9 388 . 5 2 388 . 5 2 388 . 4 8 388 . 4 1 388 . 4 2 388 . 5 1 388 . 5 5 388 . 5 3 388 . 5 9 388 . 5 2 388 . 5 0 388 . 3 2 388 . 2 6 388 . 3 7 388 . 5 9 388 . 4 2 388 . 5 7 388 . 6 4 388 . 6 0 388 . 3 9 388 . 3 1 388 . 2 9 388 . 6 0 388 . 5 9 389 . 8 6 390 . 2 4 389 . 1 6 388 . 5 9 388 . 3 1 388 . 4 6 388 . 3 9 388 . 4 1 388 . 3 5 388 . 3 2 388 . 3 1 3 8 8.3 8 388 . 4 5 388 . 3 8 388 . 5 7 388 . 5 5 388 . 4 9 388 . 4 4 388 . 4 8 388 . 4 7 3 8 8.5 1 388 . 5 4 388 . 6 3 388 . 6 0 388 . 4 7 388 . 5 3 388 . 5 4 388 . 6 1 388 . 5 6 388 . 5 7 389 . 6 2 389 . 4 5 389 . 4 0 389 . 3 2 389 . 3 9 389 . 4 7 389 . 6 0 389 . 5 9 389 . 6 2 389 . 3 1 389 . 3 7 389 . 0 8 389 . 5 0 389 . 0 8 388 . 9 6 388 . 9 7 389 . 1 1 389 . 4 6 389 . 3 1 389 . 3 7 389 . 1 6 388 . 7 4 388 . 7 5 388 . 3 0 389 . 6 3 389 . 6 6 389 . 6 2 389 . 5 6 389 . 1 7 389 . 6 0 388 . 5 4 388 . 5 4 388 . 5 1 388 . 5 6 388 . 5 2 388 . 5 7 388 . 5 0 388 . 5 6 388 . 4 0 388 . 2 4 388 . 3 3 388 . 3 2 388 . 3 6 388 . 3 4 388 . 4 9 388 . 5 5 388 . 1 7 388 . 4 7 388 . 5 8 388 . 5 9 388 . 6 6 388 . 4 8 388 . 4 4 (~ _) ~ - )(~_)~ -)(~_)~-)(~_)~-) ( ~ _ ) ~ - )(~_)~ -)(~_)~-) ( ~_ ) ~- ) SS SS SS SS SS SS (~_ )~- ) ( ~_ )~- )( ~_ )~- )(~_ )~- )(~_ ) ~- ) ( ~ _ )~- )( ~_ )~ - )( ~_ )~ - ) (~_ ) ~ - ) ( ~_ )~- ) (~_ ) ~ - ) ( ~_ )~- ) (~_ )~ - ) ( ~_)~-) (~_)~-)(~ _) ~ - ) (~_ ) ~ -)(~_ )~-) (~ _ ) ~ -)( ~_ )~ - )( ~_ )~- ) ( ~_ )~ - ) (~ _ ) ~- ) (~_ )~ - ) ( ~_ ) ~- )( ~_ )~- ) (~ _ )~ - )( ~ _ ) ~- )(~_ )~- )( ~_ ) ~- ) (~_ )~- ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - )( ~ _) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - ) (~_) ~ - ) ( ~ _ ) ~ - ) (~_ )~ - ) ( ~_ )~- ) (~ _ ) ~- ) ( ~_ ) ~- )( ~_ )~ - )( ~_ )~- )(~_ )~ - )( ~ _ )~ - ) ( ~_ )~ - )( ~ _ )~ - ) ( ~_ )~ - ) ( ~ _ )~- ) ( ~_ )~ - ) (~_ )~- ) ( ~_ ) ~ - ) ( ~ _ )~- ) ( ~_ )~- ) ( ~_ ) ~- ) ( ~_ ) ~- ) (~ _ )~ - ) ( ~_ )~- ) (~_) ~- )(~_ ) ~- )( ~_)~- ) ( ~_)~ -)( ~_)~-) (~_) ~ -) (~_)~-) ( ~ _ )~ - )(~ _ )~- )( ~_ )~- )(~ _ ) ~- ) (~_ ) ~- )( ~_ ) ~- )( ~_ )~- ) ( ~_ )~- )( ~ _ )~- )(~_ )~- )( ~_ )~- )( ~ _ )~- ) (~ _ )~- ) (~_ )~- ) (~_ )~ - )( ~_ ) ~- ) ( ~_ )~- ) ( ~_ )~- )( ~_ ) ~ - ) (~ _ ) ~ - ) ( ~_ )~- ) ( ~ _ ) ~ - )(~ _ ) ~ - )( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~_ ) ~ - )(~ _) ~ -) W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS 2.0% F.F. = 389.45 2.0% 3.0 % 4% 1. 7 % 4.0% 1.7% 1. 1 % 3. 0 % 2.9% 2.0% SH E E T F L O W OV E R L A N D ( 1 . 3 % ) ( 6 . 2 % ) (0 . 1 % ) ( 1 . 2 % ) ( 1 . 1 % ) (2.4%) (0.5% ) (0.8%) ( 5 . 0 % ) ( 5 . 1 % ) (1 . 8 % ) (1. 9 % ) (1 . 4 % ) (1.8% ) ( 0 . 9 % ) ( 1 . 0 % ) ( 1 . 8 % ) ( 8 . 4 % ) ( 8 . 0 % ) (5 . 2 % ) (6. 1 % ) ( 0 . 7 % ) (1.5%) (0.5 % ) RE L E A S E 2.0%6 % 6% F F 390.25 HOUSE EX TW O -ST ORY C2.0 GRAD IN G A ND DRA INA G E P LA N LEGEND ABBREVIATIONS DATE SCALE DESIGNER JOB SHEET OF SHEETS DRAFTER RE V I S I O N No . BY G K M e n g i n e e r i n g . c o m L o s G a t o s , C a 9 5 0 3 2 C I V I L E N G I N E E R I N G S U R V E Y I N G L A N D P L A N N I N G 2 8 5 C a r l t o n W a y ( 4 0 8 ) 6 5 6 5 9 1 7 NE W AD U 1 0 7 8 9 & 1 0791 J U N I P E R CO U R T CUPERTINO CA L I F O R N I A 9/1 5/2 020 AS SHOWN GM GM A200719 4 EARTHWORK QUANTITIES ROUGH GRADING FILL: 5 CUYDS IMPORT: EXPORT: ROUGH GRADING CUT: 5 CUYDS FOOTING EXCAVATIONS: 7 CUYDS 0 CUYDS 7 CUYDS THIS SURVEY WAS PREPARED BY: NNR ENGINEERING SERVICES CO. 535 WEYBRIDGE DRIVE SAN JOSE, CA 95123 TEL: (408) 348-7813 DARRYL BOND PLS 9213 GKM ENGINEERING IS NOT LIABLE TO THE ACCURACY OF ANY OF THE EXISTING TOPOGRAPHIC, FIXED WORKS, AND/OR BOUNDARY INFORMATION SHOWN ON THESE PLANS SURVEY NOTE GRADING AND DRAINAGE PLAN 0 Scale 1" = ft10 10 20 30 CONSTRUCTION NOTES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Independent Code Consultants11/09/20 385 . 7 8 SS ( - )( )- )( )- ( )~ ( _ ) ~ ) ( ( ) ) ( ~ - ~ ~ ~ ~ ~_ ~ ~_ ~ ~_ ~ - ) - _ - (~ ) ) ) - ( ) ~ )- ) ) (~)- ~) )(~) ) - ( ~)- )- ) ) - ( ~ ~ ~_ ~ ~_ ~ _ ~ _ ~ ~_ ~ _ ~ ~_ ~ ~_ ~ ~ ~ ~ ~ ~ ~ ~_ ~ ~_ ~ _ _ _ ~ _ ~ - - )( ) 386 . 1 3 386 . 1 5 386 . 3 5 386 . 7 9 385 . 6 3 386 . 0 0 386 . 3 5 385 . 1 7 385 . 2 1 384 . 9 9 386 . 4 8 3 8 6.2 3386 . 1 5 386 . 4 2 385 . 9 7 386 . 0 6 385 . 9 1 386 . 2 0 386 . 3 6 385 . 7 8 385 . 4 8 385 . 4 4 385 . 4 7 385 . 8 5 385 . 9 5 3 8 5.4 0 385 . 2 6 385 . 2 2 385 . 0 1 385 . 2 0 385 . 2 7 385 . 2 2 385 . 3 0 385 . 5 8 385 . 7 5 386 . 2 2 386 . 3 8 386 . 2 5 385 . 9 2 386 . 4 1 387 . 0 1 387 . 4 6 388 . 1 9 388 . 1 1 388 . 3 3 388 . 3 1 388 . 3 2 388 . 6 8 388 . 5 4 388 . 7 2 388 . 3 5 387 . 8 7 387 . 6 0 387 . 0 1 386 . 7 5 387 . 8 5 387 . 9 7 388 . 0 6 388 . 0 3 388 . 1 1 388 . 3 0 388 . 1 5 388 . 2 4 388 . 1 7 387 . 9 8 388 . 0 4 387 . 9 6 387 . 7 4 387 . 6 5 386 . 9 7 386 . 7 0 386 . 4 3 386 . 9 8 387 . 4 2 386 . 4 6 386 . 8 5 386 . 5 3 387 . 2 4 386 . 2 2 386 . 3 2 386 . 3 5 386 . 2 7 386 . 6 0 386 . 8 6 386 . 7 2 387 . 3 7 388 . 4 1 387 . 9 5 3 8 8.0 1 3 8 8.0 5 388 . 0 7 388 . 0 7 388 . 0 3 388 . 0 8 388 . 0 0 3 8 7.9 6 387 . 9 4 387 . 8 2 387 . 7 6 388 . 1 3 388 . 4 8 388 . 4 7 388 . 3 7 390 . 2 5 389 . 7 1 389 . 6 7 388 . 3 2 388 . 2 5 388 . 3 6388 . 3 0 388 . 5 8 388 . 2 9 3 8 7.8 9 388 . 2 0 388 . 1 4 387 . 9 3 388 . 4 8 386 . 9 8 386 . 9 8 387 . 8 2 388 . 4 8 388 . 6 8 389 . 1 2 389 . 1 0 389 . 1 9 389 . 4 5 388 . 9 8 389 . 8 8 389 . 7 3 389 . 6 1 389 . 3 7 388 . 0 4 387 . 3 1 387 . 6 0 387 . 8 8 388 . 4 5 388 . 4 6 388 . 6 3 388 . 5 2 388 . 5 2 388 . 6 5 388 . 6 6 388 . 6 4 388 . 6 2 388 . 6 2 388 . 5 9 388 . 6 1 388 . 5 6 388 . 4 1 388 . 5 7 388 . 4 0 388 . 4 5 3 8 8.5 0 3 8 8.6 8 388 . 8 0 389 . 5 1 389 . 6 7 389 . 7 6 390 . 0 1 389 . 8 8 389 . 4 7 390 . 1 2 389 . 9 8 390 . 0 7 389 . 7 3 390 . 0 9 390 . 0 2 387 . 8 7 389 . 2 8 388 . 4 5 388 . 4 0 388 . 4 0 388 . 3 4 388 . 3 9 388 . 5 6 388 . 5 4 388 . 5 7 388 . 5 6 388 . 4 7 388 . 4 9 388 . 5 4 388 . 4 6 388 . 3 7 388 . 5 0 388 . 4 3 387 . 8 3 387 . 8 7 387 . 4 2 387 . 8 5 387 . 5 9 387 . 2 2 387 . 9 4 387 . 5 5 388 . 1 0 387 . 7 8 387 . 4 2 387 . 2 7 388 . 4 6 388 . 4 2 388 . 4 2 388 . 4 6 388 . 4 5 388 . 4 7 388 . 4 3 388 . 4 7 388 . 6 2 388 . 6 4 388 . 5 5 388 . 5 7 388 . 5 3 388 . 5 6 388 . 4 7 387 . 7 2 388 . 3 8 388 . 5 1 388 . 6 3 388 . 5 9 388 . 4 7 388 . 4 9 388 . 5 2 388 . 5 2 388 . 4 8 388 . 4 1 388 . 4 2 388 . 5 1 388 . 5 5 388 . 5 3 388 . 5 9 388 . 5 2 388 . 5 0 388 . 3 2 388 . 2 6 388 . 3 7 388 . 5 9 388 . 4 2 388 . 5 7 388 . 6 4 388 . 6 0 388 . 3 9 388 . 3 1 388 . 2 9 388 . 6 0 388 . 5 9 389 . 8 6 390 . 2 4 389 . 1 6 388 . 5 9 388 . 3 1 388 . 4 6 388 . 3 9 388 . 4 1 388 . 3 5 388 . 3 2 388 . 3 1 3 8 8.3 8 388 . 4 5 388 . 3 8 388 . 5 7 388 . 5 5 388 . 4 9 388 . 4 4 388 . 4 8 388 . 4 7 3 8 8.5 1 388 . 5 4 388 . 6 3 388 . 6 0 388 . 4 7 388 . 5 3 388 . 5 4 388 . 6 1 388 . 5 6 388 . 5 7 389 . 6 2 389 . 4 5 389 . 4 0 389 . 3 2 389 . 3 9 389 . 4 7 389 . 6 0 389 . 5 9 389 . 6 2 389 . 3 1 389 . 3 7 389 . 0 8 389 . 5 0 389 . 0 8 388 . 9 6 388 . 9 7 389 . 1 1 389 . 4 6 389 . 3 1 389 . 3 7 389 . 1 6 388 . 7 4 388 . 7 5 388 . 3 0 389 . 6 3 389 . 6 6 389 . 6 2 389 . 5 6 389 . 1 7 389 . 6 0 388 . 5 4 388 . 5 4 388 . 5 1 388 . 5 6 388 . 5 2 388 . 5 7 388 . 5 0 388 . 5 6 388 . 4 0 388 . 2 4 388 . 3 3 388 . 3 2 388 . 3 6 388 . 3 4 388 . 4 9 388 . 5 5 388 . 1 7 388 . 4 7 388 . 5 8 388 . 5 9 388 . 6 6 388 . 4 8 388 . 4 4 (~ _) ~ - )(~_)~ -)(~_)~-)(~_ )~-)( ~ _ ) ~ - )(~_)~ -)(~_)~-) ( ~_ ) ~- ) SS (~ _ ) ~ - )( ~ _)~ - )( ~_ )~- )( ~_ )~- )( ~_ ) ~- ) ( ~ _ )~ - ) (~_ ) ~ - ) (~ _ ) ~ - ) ( ~_ )~- ) ( ~_ )~- ) ( ~_ ) ~- ) ( ~ _ )~- ) ( ~_ )~ - ) ( ~_)~-) (~_)~-)(~ _) ~ - ) (~_ ) ~ -)(~_ )~-) (~ _ )~ -) ( ~_ )~ - )( ~_ )~- ) ( ~_ )~ - ) (~_ ) ~- ) ( ~_ )~- ) ( ~_ ) ~- ) (~_ )~- ) (~ _ ) ~ - )( ~ _) ~ - ) ( ~ _ )~ - )( ~_ )~- ) (~_ ) ~- ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - )(~ _) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - )( ~ _) ~ - ) ( ~_ ) ~ - )( ~_ )~ - )( ~ _ )~- )( ~_ ) ~ - )( ~_ ) ~ - )( ~_ )~ - ) ( ~_ )~ - ) ( ~_ )~ - )(~ _ )~ - ) ( ~_ )~ - ) ( ~ _ )~ - ) ( ~_ )~ - ) ( ~ _ )~ - )( ~_ ) ~ - ) ( ~_ )~ - ) ( ~_ ) ~- ) ( ~_ )~- ) ( ~_ )~ - ) ( ~ _ ) ~- )( ~_ ) ~ - )(~_ ) ~- )(~_ )~ - ) (~_) ~- ) (~_ ) ~- )( ~_ )~- ) ( ~_)~ -)( ~_)~-) (~_ ) ~-)(~_)~-) ( ~ _ ) ~ - ) (~ _ )~- )( ~_ ) ~- )( ~ _ )~- ) ( ~_ )~- )( ~ _ )~- )( ~_ )~- )(~_ )~- )( ~_ )~- )( ~_ )~- )( ~ _ )~- )(~ _ ) ~- ) ( ~ _ )~- ) ( ~_ )~ - ) ( ~_ )~- )( ~_ ) ~- ) (~_ ) ~- )( ~_ ) ~- ) ( ~_ )~- )( ~_ ) ~- ) ( ~_ )~- ) ( ~ _ ) ~ - )( ~ _ ) ~ - )( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~ _ ) ~ - ) ( ~_ ) ~ - )(~ _) ~ -) W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS C3.0 ER OSION CO N TR OL P LA N DATE SCALE DESIGNER JOB SHEET OF SHEETS DRAFTER RE V I S I O N No . BY G K M e n g i n e e r i n g . c o m L o s G a t o s , C a 9 5 0 3 2 C I V I L E N G I N E E R I N G S U R V E Y I N G L A N D P L A N N I N G 2 8 5 C a r l t o n W a y ( 4 0 8 ) 6 5 6 5 9 1 7 NE W AD U 1 0 7 8 9 & 1 0791 J U N I P E R CO U R T CUPERTINO CA L I F O R N I A 9/1 5/2 020 AS SHOWN GM GM A200719 4 EROSION CONTROL PLAN EROSION CONTROL NOTES 1. EROSION CONTROL FACILITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE BY OCTOBER 15 AND SHALL CONTINUE IN EFFECT UNTIL APRIL 15, OR UNTIL INSTALLATION OF THE PERMANENT PROJECT LANDSCAPING AND PAVING. 2. CHANGES TO THE EROSION CONTROL MEASURES INDICATED ON THESE PLANS AND DESCRIBED HEREIN TO ACCOMMODATE FIELD CONDITIONS MAY BE MADE ONLY WITH THE PRIOR APPROVAL OF OR AT THE DIRECTION OF THE CITY ENGINEER. 3. A CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT ANY POINT OF EGRESS FROM THE SITE. THE CONSTRUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK (GREATER THAN 3" BUT SMALLER THAN 6" IN DIAMETER) AT LEAST TWELVE (12) INCHES THICK BY FIFTY (50) FEET LONG BY TWELVE (12) FEET WIDE AND SHALL BE MAINTAINED UNTIL THE SITE IS PAVED. 4. SEDIMENT TRAPS SHALL BE CONSTRUCTED AND MAINTAINED IN PLACE AROUND EACH STORM INLET AS INDICATED ON THE DEMOLITION PLAN. SEE THE "DRAIN INLET PROTECTION" DETAIL ON THIS SHEET. ALL INLETS WHICH ARE NOT PROTECTED BY SEDIMENT TRAPS SHALL BE COMPLETELY BLOCKED AS LONG AS THE EROSION CONTROL PLAN IS IN EFFECT. 5. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO PREVENT SEDIMENT-LADEN RUNOFF FROM ENTERING THE STORM DRAINAGE SYSTEM OR ADJACENT PROPERTIES. 6. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AND REPAIRED, AS REQUIRED, AT THE CONCLUSION OF EACH WORKING DAY DURING THE RAINY SEASON. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL FACILITIES AND MAKE NECESSARY REPAIRS THERETO PRIOR TO ANTICIPATED STORMS, AND SHALL PERIODICALLY INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS OF EXTENDED DURATION. REPAIRS TO DAMAGED FACILITIES SHALL BE REPAIRED IMMEDIATELY. 7. FOLLOWING EACH STORM, THE CONTRACTOR SHALL INSPECT EACH STORM INLET SEDIMENT TRAP TO ASSURE THE INTEGRITY OF THE BASIN AND OUTLET PIPE. ANY DAMAGE TO THESE OR OTHER EROSION CONTROL DEVICES SHALL BE REPAIRED AS SOON AS PRACTICABLE. 8. AS SOON AS PRACTICABLE FOLLOWING EACH STORM, THE CONTRACTOR SHALL REMOVE ANY ACCUMULATION OF SILT OR DEBRIS FROM THE SEDIMENT TRAP BASIN AND SHALL CLEAR THE OUTLET PIPE OF ANY BLOCKAGE. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL FACILITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE PROJECT SITE DURING STORMS OF PROLONGED DURATION AND/OR HEAVY INTENSITY TO ASSURE THAT THEY FUNCTION IN THE MANNER DESCRIBED HEREIN. EROSION CONTROL NOTES PROFILE CATCH BASIN W/ FILTER FABRIC UNDER GRATE. STRAW WATTLE FILTER FABRIC 3/4" GRAVEL OR GRAVEL FILLED SANDBAGS PLAN WRAP STRAW WATTLE AROUND INLET STORM INLET 3/4" GRAVEL OR GRAVEL FILLED SANDBAGS FINISH GRADE FINISHED GRADE 3/4" x 3/4" WOOD STAKE @ 4' O.C.DIRECTION OF FLOW STRAW FIBER ROLL WRAPPED IN A TUBULAR BLACK PLASTIC NETTING WITH A DIAMETER OF 8"-10". 12" MIN. N.T.S. 3" MIN. 5" MAX. NOTES: 1. FIBER ROLL COMPOSED OF BIO-DEG RADEABLE FIBERS STUFFED INTO A PHOTO-DEG RADEABLE OPEN WEAVE NETTING. 2. FIBER ROLL EROSION BARRIER TRAPS SEDIMENT AND REDUCES SHEET AND HILL SIDE EROSION BY REDUCING SLOPE GRADIENT. IT INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE FIBER ROLL IN A TRENCH 3"-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FIBER ROLL. FIBER ROLL EROSION BARRIER 2 FIBER ROLL EROSION BARRIER LIMIT OF DISTURBED AREA INLET SEDIMENT PROTECTION LEGEND DRAIN INLET PROTECTION 1 KEY NOTE N.T.S. 0 Scale 1" = ft10 10 20 30 Independent Code Consultants11/09/20 E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions CG11 2 Independent Code Consultants11/09/20 ” ” Q = 0.03A floor + 7.5(N bedrooms +1) Q = 0.03(732) + 7.5(1+1) Q = 21.96 + 7.5(2) Q = 21.96 + 15 Q = 36.96 CFM ¾ “ ” “ ” E- M a i l : in n c p t @ s b c g l o b a l . n e t Ph o n e : (4 0 8 ) 98 5 - 1 0 7 8 Fa x : (4 0 8 ) 98 5 - 1 3 4 3 35 5 0 St e v e n s Cr e e k Bl v d . Su i t e 22 5 Sa n Jo s e , CA 951 1 7 ByRevisions E1 1 1 1 1 1 1 1 2 2 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20 Independent Code Consultants11/09/20