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"T° €O#€ U°EfLSfEEySfL°>Es2y‡bEf‡° "'t^4h° Ioz°b€  ° "  "  " Ly !°'°)iƧ }NB@…° 2ssyn”E>+° LE_>Ey‡° EgMSgEE{SgM°c3g3ME{°{;E°% (° EžuS{E‚° (° ° "° ?3‡E° >šf°7 ,° ¢£°¤°synXE:‡°                  :O\>° 7 -°¢¥°£°y”š>°īƈĖƧ b€  >y2šSfL°fn°  L+*ć+*P*< NF Q .\i /1,-1,--,'l ,~,--:; r .-' \L ,lu~, \'~•·~-:):_j ~" 5/24/20'8 3:58 I / /\ / / / / ------ --II-- - - - I I DocuSign Envelope ID: 1561089A-919E-4593-B9B5-4BFFA5777B5E 5/15/2023 FN I I I I I I I I I I 0:: :c VJ '( 1--VJ ..J " 0 ::, < 0:: " CJ l) < -...J a i < 0:: l) 0 '( CJ i== a a-:: -< 0 VJ '( 1--< 1--'(VJ< I': ::;, 0 oF= ½ 0:: u L,__CJ 1/) .3" 3" 3, 8 PARCEL LINE/ PROPOSED LOT SPLIT LINE. 2' co I ii STANDARD SORSO 0-75 TYPE B CONC. BROW DITCH AT 2% MINIMUM SLOPE. SEE SECTION 1-1 BELOW :\ I ii 6" I . :j" INSET INTO Ill / \_,,,.. 24"x 24" NOS CATCH BASIN l=""=lcct"~=-l---+-+-f-----1~~--=---=g: ~0~2 DO 24 ;j" CB OUTER DIMENSION 2' TOP OF MODIFIED RECT. 0-75 DITCH 83.00 , CONC. BROW DITCH . TYPE B PER SDRSO , 0-75 @ 2% MINIMUM \SLOPE 24"X24" NOS CATCH, BASIN PER PLAN I -~ ------~ ~ --7------~ ~ - ....... a .--a CONC. BROW7 DITCH TYPE B PER SDRSD I 0-15 @ 2% I MINIMUM SLOPE I TWO (2) 2" NPT DISCHARGE LINES FROM SUMP PUMPS. GOOSENECK INTO BOX AND FASTEN LINES TIGHT TO INSIDE OF BOX WITH WATER RESISTANT STRAPPING. BROOKS 24"X24" (2424 L18 -18" HEIGHT MODEL) PRECAST CONCRETE CATCH BASIN W/ REMOVABLE STEEL GRATE LIO FOR MAINTENANCE OR EQUIVALENT. CONCRETE ANO REINFORCING PER MANUFACTURER. •• '. I I I l 87.14 -OUTER TOP OF BOX --·. ~~ 86.47 -I.E. OF 2" NPT LINES 82.00 -RIM/TOP OF CB BOX SITTING ON TOP OF 1.5' THICK CONTROLLED LOW STRENGTH MATERIAL (CLSM) BACKFILL PEDESTAL. .. I: ~ ~ .. : I I 'V') I : 24" INNER DIM. , I ~ ; PROP. MATCH FG. ELEV VARIES 3" 470-C-2000 CONCRETE OR 3" 2500 PSI AIR PLACED CONCRETE WITH 6"x 5<10", 1o"WWF-- If_ 24" ::;; "" ~ u; X z w "" " -::S "' <( .. > ;" "'" J' ~---~,-.-11 ~" ____-j TRANS. LENGTH FLOAT SW/TC 80.50 FLOAT SWITCH PUMP 2 (ON) 80.00 -FLOAT SWITCH PUMP 1 (ON) 79.50 -BTM OF CB. 6" MATCH FG. ELEV. VARIES I I 1-11 r----1-J' TRANS. LENGTH ~-TWO (2) WSO SERIES WS0718B 0.75 HP GOULDS SUBMERSIBLE SUMP PUMPS W/ FLOW RA TES EACH AT 160 GPM (0.35 CFS) @ 7' TOTAL DYNAMIC HEAD (OR EQUAL). Q/00 ~ 0.35 CFS. MAX TOH ~ 5.97'. THREE (3) 3" s10EwALK -1 --'.""_#'-~=Bs=-=-0=:'"'-""'~-~-~r:--_--,-'1.:~~=~ UNOERDRAINS PER c-.. --,------.---, - SORSO 0-27 __________ • __ " l _ ; SPACED AT 6" O.C. FG @ LOW POINT AT BACK OF BOX = 84. 13 . ............ ·-.;;,t· ..........•. ---------------lf)-..................... ~ .......... I.E. OF 2" NPT PRESSURIZED DISCHARGE PIPES~ 80.56 BROOKS 24"X24" PRECAST CONCRETE CATCH BASIN OR EQUIVALENT. 34" 85.64 -INNER BTM OF BOX/I.E. OF SWLK UNOERDRAINS 85.31 -BOTTOM OF BOX ',_ FG @ BACK OF BOX = 84 81 83.81 -BOTTOM OF BOX PEDESTAL I.E. OF 6" PVC SO ~79.50 TWO (2) 2" NPT DISCHARGE LINES FROM SUMP PUMPS. GOOSENECK INTO BOX AND FASTEN LINES TIGHT TO INSIDE ANO OUTSIDE OF BOX WITH WATER RESISTANT STRAPPING. PROVIDE 3" MIN. COVER 87.14 -OUTER TOP OF BOX 86.47 -I.E. OF 2" NPT LINES I II II II II II II II II II II II II II II I 2" NPT--, DISCHARGE LINE , , _,.....J ___ _ ' I ,,----' , ' ' I ' / I / I / I I I PENETRATIONS FOR THE TWO (2) 2" NPT LINES THROUGH SIDEWALL OF CATCH BASIN TO BE FULLY SEALED ANO WATERPROOFED TO SATISFACTION OF GEOTECHNICAL ENGINEER IE ~ 80.56 ---~ I.E. OF 6" PVC SD ~79.50 FG = 1, 85.64 -INNER BTM OF BOX/IE OF SWLK UNDERORAINS 85.31 -BOTTOM OF BOX 83.81 -BOTTOM OF BOX PEDESTAL THREE ( 3) 3" SIDEWALK UNDERDRAINS PER SORSO 0-27 SPACED AT 6" O.C. I I I I I I I I I I I I I I SECTION 1-1: SDRSD 0-75 TYPE B CATCH BASIN/SUMP PUMPS DETAIL If_ @ 2% SLOPE PARCEL LINE/PROPOSED LOT SPLIT LINE. .,.... I I I I STANDARD SOR SO 0-75 TYPE B CONC. BROW DITCH AT 2% MINIMUM SLOPE. SET SECTION 1-1 BELOW I I I I i ' BROW DITCH SCALE: J "~NTS PROP. If_ MATCH SCALE: 1 "~NTS LP/FL PROP. GRADE TO NEAREST PROP. 6" AREA DRAIN. FG/FL PER PLAN 1% MIN. 1% MIN- 0.7' SUMP PUMP TO GRAVITY FLOW DISCHARGE BOX DETAL SCALE: J''~NTS EX. SITE WALL TO REMAIN. PROTECT IN PLACE. PROP. RAISED WOOD FOUNDATION., PER GEOTECHNICAL I RECOMMENDATIONS, SOME OF THE TW~84.13 WALL HEIGHT STEP DOWN. TW=83.54 EXISTING LOOSE SOILS MAY BE II I F.F. =84. 77 REMOVED FROM UNDER THE I • I I FG ~ 82.98 [ ELEV = 83. 00 2' 6" FG = 83.00 6" PVC SD FOR PARCEL 2 DRAINAGE.~----PROPOSED HOUSE FOR THE CRAWL \I' 11 PAR. 2 PROP. PAR. 1 If_ 1-HP AT LOT SPLIT LINE BROW DITCH/CATCH BASIN: PLAN VIEW SCALE: 1 "~NTS WATER NOTES 1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE PERMISSION FROM THE DISTRICT ENGINEER. WRITTEN 5. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 3" 470-C-2000 CONCRETE OR 3" 2500 PSI AIR PLACED CONCRETE WITH 6 x 6-Wl.4 x Wl.4 WWF ~ ··~ ELEV = 82. 00 SECTION 2-2: MODIFIED SDRSD 0-75 TYPE B BROW DITCH -RECTANGULAR SECTION SCALE: 1"=NTS 5' MIN LP /Fl TO NEAREST PROP. 6" AREA DRAIN.~ OUTSIDE EXISTING FG/FL PER PLAN \ If_ < EX. SITE-._ 5c WALL. \ , TW=82.93 \ ,Z AT SECTION. ~ 1% T MIN. I I I FTG PROP. GRADE 5% MIN-- PROP. GARAGE FLOOR FF~PER PLAN / _.,./~. EX. GRADE 7. ALL POTABLE WATER SERVICES SHALL BE /" AND ALL METERS SHALL BE /" (UNLESS OTHERWISE NOTED ON PLANS). STRUCTURE TO REMAIN, PROTECT IN PLACE. f------- -~ vi ~/F .;/>;/;~;7 /// 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARM OR CAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES ANO SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE ANO SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION ANO BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE !, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/ AT LEAST 2 WEEKS PRIOR TO ANY SCHEDULED WATER SHUT DOWN. . .,. .. " EX. GRADE~- •/ _/·/ __ / // h I __.: /: _ _/~/~ i _.c__ 7--' " A 6" PVC SO FOR -LIMITS OF- PARCEL 2 DRAINAGE. REMEDIAL SD IE PER PLAN GRADING FG AT WALL~82.57 AT SECTION. ELEVATION VARIES ALONG LENGTH OF WALL. SECTION 1-1 NTS If_ I I I 2' 1' 1.5 5.5' 4.5' 3" GRIND AND OVERLAY FOR SMOOTH TRANSITION SA WCU T LINE __j ' ' ' ' '----4" AC OVER 6" AB PER CITY STANDARD GS-! 7. TO BE VERIFIED IN THE FIELD BY THE R-VALUE TEST. DETAIL A: SAWCUT NTS QfESS; ~ID H. r e--, cP . ---:::::--::.a (!) t;i NO. 62717 EXP. 6/30/24 I V \ F" CA'- S~~~_F':_~ PL!'N ---------·r --- , SECTION J-J EX. GRADE NTS (£ MAGNOLIA STREET 60' R/W 40' 10· 20· I 4.5' 5_5' CJ ~ KWY SWLK ..J [lJ 0:: ::i 2% l) 2% -·-··•·- FG AT WALL=83. 07 AT SECTION. ELEVATION VARIES ALONG LENGTH OF WALL. SPACE. AS AN ALTERNATIVE TO I I THE REMOVE AND RECOMPACT \1 1 RECOMMENOA TIONS FOR THE LOOSE I 1, I SOILS, THE FOOTING EXCAVATIONS \ 1 1 ~ 7' I FOR THE RAISED FLOOR AREA I I I I I I 2 SHALL BE DEEPENED A MINIMUM OF I FG-83 44 I 12" INTO COMPETENT NATIVE SOILS. \II I CL~ i---x: o ~ : EX. I"( ~ PROP. GRADE MATCH EXIST. ELEVATION 0::i== I ~ «c.__ I o_ VJ / GRADE \ ;, ::;, _ \ ,____...-~: 5% 0% ~ s:,, '----.- EX. BRICK PAVER DVWY 20· 2% CJ '2 :J 5.5' 4.5' ~ PKWY SWLK ::, (__) 2% ~ w .' 0 __ b.:.-......_ 'tj-1,1_. -\_:_ -1--ln---M!Tii MIN PROP. 2" RA~ SLAB , °' , -, • ----...: -· T.O.S.-82.24 I X / _ ' ' ' ' ' ' , ' ' FL TO 24"X24" SUMP PUMP CATCH BASIN LOW POINT//FL TO--' NEAREST PROP. '~ PROPOSED SDRSO 0-75 SECTION B-B: MAGNOLIA A VENUE SCALE: NTS PROP. 30" STEM WALL PER STRUCTURAL. PER GEO TECHNICAL RECOMMENDATIONS, RAISED FOUNDATION TO BE SUPPORTED BY 24" (MIN.) INTERIOR 6" AREA I DRAIN BROW DITCH, TYPE B @ 2% MIN. 6" PVC SO FOR PARCEL 2 DRAINAGE L LIMIT OF REMEDIAL GRADING REQUIRED PER 70' 20' Tl=5. 0 (£ ADAMS STREET 60' R/W 40' 20· SECTION A-A: ADAMS STREET SCALE: NTS Tl~5.0 R/W PKWY SWLK 2% SQUARE SPREAD FOOTINGS FOUNDED 12" BELOW ADJACENT GRADE. CONTINUOUS FOOTINGS TO HA VE A MINIMUM WIDTH OF 12" PER BUILDING CODE REQUIREMENTS. REINFORCING IN FOOTINGS SHOULD CONSIST OF AT LEAST ONE #4 STEEL BAR PLACED CONTINUOUSLY IN TOP AND BOTTOM OF CONTINUOUS FOOTINGS REGARDLESS OF STRUCTURAL REQUIREMENTS GEO TECHNICAL RECOMMENDATIONS. MINIMUM 3' DEPTH OF RECOMPACTION THAT SHALL EXTEND A MINIMUM OF 5' ON EITHER SIDE OF PROPOSED BUILDING FOOTING. SECTION 2-2 NTS ~-----------------~ "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,_-+----+------------+----+---l---f----llsH2EETl.c_1~T=Y~o~F~c~A~R=L~s~B-A_D~lsHE5ETsl _ ENGINEERING DEPARTMENT L NDMARK CONSULTING Planning Engineering Surveying 9555 GeneatM:t Avenue, Suite 200 San Diego, CA 92121, (858) 587-8070 DATE INITIAL ENGINEER OF WORK 1 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: MS2022-0003 1098 MAGNOLIA AVENUE SECTIONS AND DETAILS GR2021-004 7 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: MS2022-0003 535-6A RVWD BY: DocuSign Envelope ID: 1561089A-919E-4593-B9B5-4BFFA5777B5E 5/15/2023 N F LOT 4, MAP 13868. 1070 MAGNOLA AVENUE CARLSBAD, CA 92008 OWNER: ARGANDA JAMES M & MOSCHNER-ARGANDA ANGELIKA APN: 205-191-22-00 ,,. '--' (80.80) FS EX.- FENCE TO REMAIN "'· ., (0 (83.10) TW I I MAGNOLIA-A VENUE POR. LOT 16, BLOCK B, MAP 2027. 3667 ADAMS STREET CARLSBAD, CA 92008 OWNER: LING, CURTIS CHIH SHAN APN: 205-191-24-00 1--.-7 ._,_ EX. COVERED CONCRETE I I I I t I PROP. PARCEL 1 AREA = 8,040 SF 0.185 AC FF -90.44 EXISTING HOUSE .. .. -·· --@>--" I I \ (85. 82) TC 40 Cf}, w " 0 I I I I I \ I I . I I I I I I I 7 ' ----,;;I (91.11) TC (90.64) FL 10· Bl trl I (91.20) TC/HP (90.69) Fl 1(0 I/~ 30' j j____j (/) ·. I " \' (9139)1!,TC I (90.91) FL . I . I !·. £XIS ' nG 8" t/CL WAT. R MAIN I ER owe . 144 8 £XIS NG 8" VCP SEW£ MAIN PE owe o. 144-8 ::E ., (91.66) TC (91.12) FL tr I I I \ (89. 92) ,:-1 EG 8 1 EXISTING 4" PVC SEWER LATERAL PER DWG NO 380-3B I I I l WI .. · ~ I "' I o S+---hl-+---....... S-~----t (89.85) • • I I EG (91.11) TC (90.60) FL -C) o· ,--+J:=-~H~ (89.99) I EC (89. 93) EC I (89.83) EC (91.04) TC (90.53) FL 20· (90.92) TC (90.42) FL E ROCK W LL EX. 30' RADIUS CURB RETURN l I ASP~ALT ROf1/DWAY I 'fl o· o· I I I I I I o· \ EXISTING WATER SERVICE PER PRJ NO. 3-42, owe NO . <J 140-10 I I I I I I (91.63) TC (91.15) FL •. <J ,,. EX. R <J (91.69) TC · (91.21) FL ,,. q . (91.77) TC (91.28) FL _ 5 31-6 (93.40) TC (92.90) FL -w-------w----.,-+----w 1 I ('J -L "° ~ (85.42) FL , ® --~----w-------w-~-t-----w-------w-------w-------w w---+--+---w-------W-----'L----e--®-e---++--w--------t-+ o ···-E_X/STING 8" ACPI WATER MAIN ER WC NO. 144-8 [iJ \ I ' C) ('J I ':;' I o I 31 I (81.53) TC (81.06) FL SITE DESIGN/SOURCE CONTROL/LID NOTES: B LANDSCAPED AREAS TO BE PLANTED WITH PEST/DROUGHT TOLERANT SPECIES. (PER CARLSBAD BMP DESIGN MANUAL 4. 3. 7. SEE APPENDIX C, FACT SHEET BL-4, AND APPENDIX E, FACT SHEET PL.) SU-1 0 SLOPf IMPERVIOUS ARfAS TO DRAIN INTO PfRVIOUS AREAS. (PfR CARLSBAD BMP DESIGN MANUAL 4.3.5) SC G 0 DISCONNECT IMPERVIOUS SURFACES. (PER CARLSBAD BMP MANUAL 4.3.5) 5C-5 20 <J ,,. q. (89.01) FL .<J I ,:-a I tr VCP Sf_Wf_i MAIN @ 1.6% -~owe NO. 144-8 CONNECT UNO . RGROUND ELECTRICAL CONDUIT TO . •. POWER POLE <J EX. R/W 1098 MAGNOLIA AVENUE SB-9 URBAN LOT SPLIT • F/Rf SPRINKL[R TfST WA TfR SHALL BE DRA/N[O TO SANITARY SfWfR. SEE BU/LO/NG PLANS. (PER CARLSBAD BMP DESIGN MANUAL 4.2.1. SEE APPfNDIX C, FACT SHffT BL -7.) 'iC: ; 0 KEEP PLAZAS/SIDEWALKS/DRIVEWAY SWEPT AND CLEAR OF DEBRIS. (PER CARLSBAD BMP DESIGN MANUAL 4.2.1) S:i ,1 0 oFESS; ~ID H. r(: V) cl:::. . ---~ 0 ~ NO. 62717 EXP. 6/30/24 GENERAL NOTE: CONTRACTOR TO COORDINATE WITH I I 0 L NDMARK -iii tr I (93.34) TC (92.90) FL 10· 20· SCALE: 1 "~ 10' 1 DATE INITIAL 30' CONSTRUCTION NOTES: (j) PROP. STAIRS 0 6" AREA DRAIN PER NOS SPEE-0 OR EQUAL (TYP.) 0 6" PVC PVT. STORM DRAIN AT 0.5% (TYP.). 414 LF TOTAL. (j_) THREE (3) 3" SIDEWALK UNDERDRAINS PER SDRSD 0-27 SPACED AT 6" O.C. 0100 0.29 CFS, V100 = 2.81 FPS 0 16' PROPOSED CONCRETE DRIVEWAY PER SDRSD G-14A 0 EXISTING SIDEWALK TO REMAIN 0 EXISTING CONG. SITE WALL TO REMAIN @ EXISTING FENCE AND FRONTAGE SHRUBS TO BE REMOVED 0 EXISTING CONCRETE DRIVEWAY TO REMAIN (@) EXISTING STRUCTURE TO REMAIN @ PROPOSED LANDSCAPING @ SITE VISIBILITY TRIANGLES @ BUILDING STRUCTURE TO BE ON RAISED FOUNDATION @ PROPOSED CURB CUT FOR NEW DRIVEWAY @ EXISTING OVERHEAD LINES TO REMAIN @ BUILDING SETBACK @ EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. (PK WASHER, RC£ 27732) @ EXISTING 1" WATER SERVICE PER owe 144-8 TO BE ABANDONED IN PLACE PER CMWD. EXISTING PR/VA TE SEWER LATERAL TO REMAIN. CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND DEPTH OF EXISTING LATERAL FOR FUNCTIONALITY. PROPOSED BUILDING OVERHANG/UPPER STORY LIMITS. CONSTRUCT RA/SEO FOUNDATION PER STRUCTURAL SHfETS/DfTAILS/CALCS. PROPOSED 18"X18" SQUARE CATCH BASIN PER NOS 1800 SERIES OR EQUAL. 24"X24" BROOKS PRECAST CONCRETE STORMWATER PRESSURE FLOW TO GRAVITY FLOW TRANSITION BOX PER DfTAIL ON SHE[T 2 . ® TRENCH AND RESURFACE PER G-24A, TYPE-A, OR POTHOLE ANO CORE PER CONTRACTOR'S PROPOSED RECOMMENDA T!ONS AND CITY APPROVAL (186 LF) 0 @ <BJ ® @ @) @ @ @J <3 @ @ @ @ REMOVE & REPLACE EXISTING 5' WIDE CONG. SIDEWALK PER SORSD G-7. (120 SF) RfMOVf AND REPLACE CONG. CURB & GUTTfR PfR SORSD G-2 (TYPE" G) (34 LF) PROP. SAWCUT LINE. SEE CONSTRUCTION DETAIL A ON SHEET 2. [X/STING TRE[S TO RfMAIN PR/VA TE 24"x24" NOS CATCH BASIN w/ TWO (2) wso S[R/ES WS0718B 0. 75 HP GOULDS SUBMERSIBLE SUMP PUMPS. PLEASE SEE SHEET 2 FOR DETAILS. PROPOSED 1" WA TfR M[T[R, BOX, AND SfRVICf PfR CMWD W-5. EXISTING CURB RAMP TO REMAIN. EXISTING OVERHEAD LINES TO REMAIN. PROTECT IN PLACE. [X/STING GUY-WIRE FOR POWfR POLf. PROT[CT IN PLACE. EXISTING OVERHEAD UTILITY POWER POLE TO REMAIN. PROTECT IN PLACE. CAUTION! EXISTING UNDERGROUND GAS LINES. CONTRACTOR TO FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION TRENCHING. APPROX. LOCATION OF PROP. ELECTRICAL CONDUIT (3" OR AS RfOU/RfO BY UTILITY CONTRACTOR) TO SERVICE" NEW RESIDENCE. GAS SERVICE AND ELECTRICAL SERVICE TO BE TO BE INSTALLED WITHIN JOINT TRENCH WITH ADEQUATE COVER ANO CLEARANCES PER SDRSD M-15. ACTUAL LOCA T!ON TBD PER SEP. ROW PERMIT. THREE (3) 3" SIDEWALK UNDERORAINS PER SDRSD 0-27 SPACED AT 6" O.C. 0100 = 0.35 CFS, V/00 = 2.89 FPS LIMIT OF REMfDIAL GRADING. 3' MINIMUM fXCAVA TION, 5' ON EITHER SIDE OF STRUCTURf'S PERIMETER CONTINUOUS FOOTING AND INTERIOR FOOTINGS, FOR RECOMPACTION TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 3' MINIMUM EXCAVA T!ON FOR RECOMPACTION ALSO REQUIRED FOR DRIVEWAY ANO GARAGE. AS AN ALTERNATIVE TO THE REMOVAL ANO RECOMPACTION AT INTERIOR FOOTINGS FOR THE RAISED FLOOR AREA, FOOTING EXCAVA T!ONS MAY BE DEEPENED A MINIMUM OF 12 INCHES INTO COMPETENT NATIVE SOILS PER GEOTECHN/CAL ENGINEER'S RfCOMMfNOA TIONS. [X/STING FIRE HYDRANT TO RfMAIN CONCRETE BROW DITCH (TYPE B) PER SDRSD 0-75 @ 2% MIN WITH MOD. DEPTH PER DETAILS ON SHT 2. (94 LF) LIMITS OF 3" AC GR/NO ANO OVERLAY. (4,628 SF TOTAL) 1" GAS SfRV/Cf INSTALLATION WITH AO[QUATE COVER PfR SDRSO M-15. INSTALL 7" DOUBLE CHECK VALVE ASSEMBLY PER W-5. DCVA TO BE ON PRIVATE PROPERTY. INSTALL 6" SO CLEANOUT. (2 TOTAL) RfMOVf ANO REPLACE" S/DfWALK, CURB, AND GUTT[R TO NfARfST EXISTING S/OfWALK CONSTRUCTION JOINT. "AS BU IL T" ® REMOVE AND REPLACE EX. SIDEWALK PANEL(S) PER SIDEWALK UNOERDRA/N (D-27) CONSTRUCT/ON. RCE __ _ EXP. ___ _ DATE @ INT[R/OR CONCR[TE FOOTINGS SUPPORTING RA/S[O FOUNDATION PfR STRUCTURAL SHfETS, OfTAILS, ANO CALCS. REVIEWED BY: INSPECTOR DATE I SH3ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: MS2022-0003 1098 MAGNOLIA AVENUE GR2021-0047 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DA TE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENSURE NEAREST STORM DRAIN INLET IS STAMPED "NO DUMPING! ORA/NS TO OCEAN" OR SIMILAR. (PER CARLSBAD BMP DESIGN MANUAL 4.2.2. REFERENCE BL-7, APPENDIX C) ,C , Cty\\,. Op CAI.. I SOG&f FOR ALL ELECTRICAL AND GAS CONNECTIONS. CONSULTING Planning Engineering Surveying 9555 Genesee Avenue, Suite 200 San Diego, CA 92121, {858) 587--8070 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: MS2022-0003 535-6A RVWD BY: C, . . . ,A,\ii DocuSign Envelope ID: 1561089A-919E-4593-B9B5-4BFFA5777B5E 5/15/2023 TIER 2 NF TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) crrY OF ('' I~ rJ I C' rJ /~ 0 u-' JL _ _, 0 D -1 STORM WATER POLLUTION PREVENTION NOTES ' /0'<--,, // !'GS r \ ~ -~ GENERAL SITE MANAGEMENT REQUIREMENTS 0 .~ -,j\\-\-~ ' I' --JI:; /) THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO EROSION CONTROL HYDROSEEDING PLANTING AND !RR/GA TION // I'\) -0 \\Y'\ \;s:-//i'~c THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK {YEAR ROUND) ,' ,§!! -z_ 0 '\ /' / '\','---I 01::? ' % / 01.-\ I' /, ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL /e,I>' ~ G/ ,,-/c,';" MEHRDAD DOKHANCHY ---\ \~,' /, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.' BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD ~ \;c) 011' AT {TEL.NO.) 760 579-9852 SPECIF/CATIONS AND THE FOLLOWING. ' /\(J ~ ·~ \o \·,, ...;,.;f'. ,,/ \-:,0 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED A HYDROSEEDING SHALL BE APPLIED TO. I" ,/ / .• '.0' '1'i-· WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1 ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR PROJECT -_:.,..,.. U' ,, \.b STEEPER WHEN THEY ARE: SITE ]',(,'&\ J, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER a. THREE FEET OR MORE IN HDGHT AND ADJACENT TO PUBLIC 1]',\Jli'\', ' ' TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL, WALL OR STREET. ,'\ b. ALL SLOPES 4 FEET OR MORE IN HDGHT. ' \ ',, '//;~i 4, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN .·•· /?\\" ' 2 AREAS GRADED FLATTER THAN 6: i WHEN ANY OF THE 0 / e' ' CIRCUMSTANCES WHICH MAY ARISE. /;,.00 ' FOLLOWING CONDITIONS EXIST.' BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 'Jo ' 5, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCT/ON OR <U' e,01 ' ' TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. "5l Erosion Control Tracking Nan-Storm Water Waste Management and Materials 0 CONDITION b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS BMPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs HIGHLY VISIBLE TO THE PUBLIC. ~ 6, GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE L c, HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY C (J OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. C C ~ ----ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. ~ 1 C C C '" t, '" '" '" t, C -C "" D E E E C '" t, '" C _j') C u u C .s ,C:,, E C ,f! 7, ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING ,'2 ,S, Q " " B ,'3-,'3-,'3-0 ';NOTTO B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE 0 ~ -L L 'Q t:: '" 0 '" '/ DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}, SILT -::,, t, "' -0, L <O --,s " " " C' "" -~ 0 C <D 0 -s "' '" "' §;' "-. 0-0-0-0 C "' <D ·" FOLLOWING CRITERIA: o-"" Do ,'3-g. '" ,s .s C CD C L L CJ CJ CJ -~ ,'2 ,f! ---JS ~ SCALE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Best Management Practice* <D <'1 .s CI] L ('.) " C "' "" "' ~ 0 '" a '" D --o-Q-7 ALL SLOPES THAT ARE GRADED 6: i OR STEEPER AND THAT ARE. C o, '" " '" ~ 0 ,s UL 0 -t, t, t, '" <G '" s! C <D C cg -C ·"' s E "" t, "' ;'i: "' OS C SD C C (BMP) Description ➔ .9 ~ "' u <D VJ a '" .!'! "" <D 0, (I] 0 C "" C C C C c, a :::, '" -<D "' <D <D <:.. E \(_ !'Y 8, ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. a, THREE TO DGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND -'" <D 3 2":: Q) 0 u -D 0 0 " " L 0 13~ t, "' De;; CC 0 0 D § '" > g; E " E " E §: 0, = L C a CI] u; ·-"" a~ 0 '" 0 .9 0, '" '" -::,, a "' ~ a C E ~ D §~ ] = s,<D 0 <D -'" C''" WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A '" Cc D ~~ u '" ~-S ~g Q> C L-L C "' " D c:" !\: -" -0 E as :..:::: ~ 1.__'..;::; cn~ :a -" ~ Qf:' 0, t, "" " "" D o, '" ,_ 0 Q> t, ::S .s 0 '" § -" '" " :a Q.l ·-'Q CD 0 " 0 -L Q t, 0 6 0 ::, 0 :t::'. tJ CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER en~ L -u L t, L--0 0 '" u ·s: ti) D ·-0 -~:..:::: i:-S <D L <D u ~~ 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY Q) -~ £ 0 0 L 0 0 g. -t, '" Q> 0 '" 0 C 0 0 0 L -o --C '" -C <D -o -0 ·-C NC CC C C C ,f! :"2 C: -C D -0, .2o ~ ct OQ 0 ~~ 0 -0 QO -o D 0 O 0 O 0 VICINITY MAP ct d "' Q L Bi '" 6 c'3 D -L ~(3 ~G: -Ci ::,, INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. HEADS PROWDING 700% COVERAGE l') CJ a Vj VJ V) c,. V) VJ Q u; -S u; Cc QO Q "'VJ :a, V) VJ(_) ::r: :a, 0 :a, u; "' b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A a 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND CASQA Designation ➔ a -0 "' " -"' "" "' LC) co Q) a, CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS "' 'Cl-" DO 0, --"' "' '0 co " OQ --"' -CX) a, -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAGE. 0 0 0 0 0 0 0 CJ CJ CJ CJ CJ CJ CJ CJ i:c'. i"c VJ u; u; VJ u; VJ i i i i i i i i DURING RAIN EVENTS Construction Activity CJ CJ CJ CJ CJ Lu CJ u; V, V, V) V) V) V) V, :a: :a: :a: :a: :a: :a: 77. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 2 AREAS SLOPED LESS THAN 6.· I SHALL BE /RR/GA TED AS APPROVED BY ✓ Grading/Soi/ Disturbance ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL ✓ Tren ching/[xcovotion ✓ 72, ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl TY ✓ Stockoilina ✓ ✓ ✓ ✓ ✓ ✓ ✓ MAINTAINED. ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE Drillinn /Barino NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 7 3. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO ✓ Concrete/Asphalt Sawcuttino ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE ✓ Concrete Flo/work ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH I✓ Paving ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED ✓ Conduit/Pipe Installation ✓ ✓ ✓ ✓ TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: ✓ Stucco/Mortar Work 74, THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION 7 SEED MIX SHALL CONSIST OF NO LESS THAN: ✓ Waste Disposal ✓ ✓ ✓ ✓ ✓ ✓ ✓ a. 20 lbs. PER ACRE OF ROSE CLOVER PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF b. 20 lbs PER ACRE OF ZORRO FESCUE ✓ Stooino/Lay Down Area ✓ APN: THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA Equipment Maintenance and Fuelinq 205-191-14 IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NA T/ONAL WEATHER SERVICE C. FORECAST) ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF d. 4 lbs PER ACRE OF ACH/LLEA MILLEFOLIA Hazardous Substance Use/Storaae e. Jibs PER ACRE OF AL YSSUM {CARPET OF SNOW) De watering OF THIS CAPABILITY. ~ 1/2 lb. PER ACRE IF DIMORPHOLECA ✓ Site Access Across Dirt ✓ ✓ ✓ 15, DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE g, ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON Other (/is/): AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL Instructions: ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT STRUCTURES I. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. SITE ADDRESS: HA VE BEEN COMPLETED. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY 2. Located along the top of the BMP Tobie is o /isl of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one 109B MAGNOLIA AVEUNE, CARLSBAD, CA 920GB /6, THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS DRILLING OR BROADCASING BEFORE HYDROSEEDING. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEOUA TEL Y PROTECT i, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE 3, Refer lo the CASQA construction handbook for information and details of the chosen BMPs and how lo apply them to the project. PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT OF FOOD AND A GR/CULTURE CERT/FICA TION TAG A TTA CHED TO, ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTAINERS. IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 7 7. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 74 OR MORE DAYS. THE ABILITY AREA OF DISTURBANCE TD INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE 2 TYPE i MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER INSTALLED IN THESE AREAS. ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, i 8. BMPs MUST BE STOCKPILED AT VARIOUS LOCA T/ON THROUGHOUT THE PROJECT SITE IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS AREA OF DISTURBANCE 9. 074 S. F. THROUGHOUT THE YEAR, WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN THAN 50% IF THE STRAW INTO THE SOIL. WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, /6-20-0 (THIS AREA INCLUDES BUT IS NOT LIMITED TO ADE QUA TEL Y STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. EMERGENCY CONTACT: OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER AND TEMPORARY DISTURBANCE SUCH AS VEHICLE ENFORCEMENT ACTION D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: NAME.· MEHRDAD DOKHANCHY AND EQUIPMENT STAGING AREAS, CONSTRUCTION 7 ROUGHENING THE SURF A CE TO BE PLAN TED BY ANY OR A WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY /9, ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND COMB/NA TIDN OF· ADDRESS: I 098 MAGNOLIA A VENUE, CARLSBAD, CA 92008 TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. a. TRACK WALKING SLOPES STEEPER THAN 6: /. TELEPHONE NO.: 925 705-6173 IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFIC/ENTL Y CONSTRUCTION THREAT: THE YEAR. FRIABLE. 2 AREAS GRADED FLATTER THAN 6.· I WHEN ANY OF THE FOLLOWING 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED CONDITIONS EXIST.· OWNER'S CERTIFICATION: CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO THE 0, ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP )1_ HIGH FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH BIT NOT SATURATED SEED BED. □ MEDIUM IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.' (1) IMPLEMENT MEASURE IN PLACE. COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES OWNE&_APPLICANT: TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA T/ON OF GROWTH. POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM NAME: MEHRDAD DOKHANCHY 27. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH I' WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND ADDRESS: 1098 MAGNOLIA A VENUE, CARLSBAD, CA 92008 UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURA T/ON OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE TELEPHONE NO: 925 705-6173 HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. 2 ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED M[HRDAD DOKHANCHY J /-, 7 / '2.02 3 "AS BU IL T" AND/OR HYDROSEEDED WITHIN TEN {70) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT L NDMARK OWNER{S)/ OWNER'S AGENT NAME {PRINT) DATE WEATHER TRIGGERED ACTION PLAN TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. CONSULTING d, ,,.__J";y;;, J /-, t /·2.02-3 Planning Engineering surveying 3 SHOULD GERM/NA T!ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT 9555 Genesee Avenue, Suite 200 OWNER{S)/ OWNER'S AGENT NAME {SIGNATURE) San Diego, CA 92121, (858) 587-6070 DATE RCE EXP. DATE THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COVERAGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO OCTOBER /, THE SLOPES SHALL COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A STORM EVENT { A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY ?1',0f ESS / 01v, REVIEWED BY: PREDICTED THE PUBLIC WORKS INSPECTOR. CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED <;) '1( 4') --)II) H. r () YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY $J c::,'I' <:,,. 1'i INSPECTOR DATE NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT VJ -DAVID H. YEH -z. OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. NAME OF PREPARER: ('.) rn I SH4T I CITY OF CARLSBAD I SH5TS I w rn THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY Ct". NO. 62717 :U THE DEVELOPER ON A DAILY BASIS IF PRE Cf PITA T/ON IS PREDICTED { 40% CHANCE OF QUALIFICATION OF PREPARER: RCE QSD QSP EXP. 6/30/24 ENGINEERING DEPARTMENT RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL ,;,. ,;,. WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION ADDRESS: 9555 GENESEE AVENUE '5'/ C I V \ \-," GRADING PLANS FOR: MS2022-0003 COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING SUITE 200 "I/: o'<-"" THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS (" Op CAll' 1098 MAGNOLIA AVENUE REQUIRED FOR THIS PROJECT WORK. SAN DIEGO, CA 92121 SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST PHONE NO.: (858) 587-8070 CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND GR2021-0047 PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY / -BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED APPROVED: JASON S. GELDERT VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT ~ RCE 62717 06,/30,/2024 3,/8,/2023 CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''. SIGNATURE R. CE/CERT NO UC. [XP. DATE DATE ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR /1\ OWN BY: PROJECT NO. DRAWING NO. DEPLOYMENT OF "WEATHER TRIGGERED BMPS". DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION MS2022-0003 535-6A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: DocuSign Envelope ID: 1561089A-919E-4593-B9B5-4BFFA5777B5E 5/15/2023 ITEM CALTRANS # SYMBOL QUANTITY NF 1. SET POSTS (5'x2"x4" WOOD POSTS) ANO EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG THE LINE OF POSTS 6' MAX I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE ANO EXTEND IT INTO THE TRENCH 2. STAPLE WIRE FENCING (2"x2" - 14 GA WIRE OR EQUIVALENT) TO THE POSTS 4. BACKFILL ANO COMPACT THE EXCA VA TEO SOIL FILTER FABRIC SILT FENCE TEMP AC. RAMP FOR ACCESS NOT TO SCALE 10' AREA TO REMAIN OPEN DURING CONSTRUCTION EX CURB AND GUTTER SECTION A-A NOT TO SCALE R/W DETAIL: STABILIZED CONST. ENTRANCE NOT TO SCALE '--PROVIDE INLET PROTECTION AT NEAREST DOWNSTREAM CURB INLET (SE -10) STABILIZED CONST. ENTRANCE RUMBLE PLATES ----11 I I ~r ~ '1~ .. I I I 1 l ' ~ ' /: ' ' ' ' ' ' \ [WM-11~ IWM-2 IWM-81 IWM-3 IWM-91 IWM-4 IWM-Jd IWM-5 '\!WM-6 I IF---------,71 I a~===========~al 1 -----~7 I I I I I I I r I I I I I I I I I I I I I I I I I I I I I 1 , I I I I --.----,7 I 1 -. I I 1 -. I I I i O 11 Ii I 8 I I c OS PROVIDE PERIMETER PROTECTION AROUND WM AREAS. CONTRACTOR TO DETERMINE FINAL ·LOCATION. ~ MAGNOLIA A VENUE I r\ ' lfl 10 ' ' I -,. ___ _ [p i I I t h. HEDGE INSTALL SILT FENCE (SE-1) I i ' ,-- I I -7 I I I I ------r I I \ / Ci 0 t:f I I I I I I \ \ \ \ \ \ \ \ 5.9' 1 / I / I \ ~ \ I I I • ...J ...J ~ I I I I I ----j- I I I I I I (/) (/) ;-GRAVEL BAGS (SE-6) ! 0 30' I \ I (/) (/) I I -,.--- \ \ \ \ \ I \ /. ======:::;:;=±======!=======I 1/. I I ,<1 ---- .q -----~-------+---;i-------+t----r=+---- G------~G-+------~------~----"-q..._--,L.--.r.---- " G _G--+------+ G----tt-----~;----w -s ___[ "~ N ~ 1-------w---\----•P ~1 -4 ~::r+-W-----'-----w-------w-----~--1--w-------w-------w-------- ' w w w w -0 Ii 1<-0fESS -.JI O H. 0'<' VJ cf::, . ---:::::::-:...-0 ~ NO. 62717 EXP. 6/30/24 I V \ \, -~ E(OH) <IE( H) ~---,-+-+-¥£="1E(OH) -+-----,-"",----E(OH) -+----t<"-''\--l E(OH v. <I <l, V 10' s· 0 10' 20' JO' ~I -~C------1 __ 1-_____,1 SCALE: 1"=10' -I '" I --~--~- . ·:;-~ :<I . . .... I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LEGEND SILT FENCE STORM DRAIN INLET PROTECTION GRAVEL BAGS HYOROSEEO SLOPE PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT LIMITS OF WORK MATERIAL DELIVERY & STORAGE MA TERI AL HANDLING STOCKPILED WASTE MANAGEMENT SPILL PREVENTION ANO CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MA TERI AL CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT LIQUID WASTE MANAGEMENT SE-1 SE-10 SE-6 EC-4 TC-1 WM-1 WM-2 WM-J WM-4 WM-5 WM-6 WM-8 WM-9 WM-10 --X--250 LF = I · .. · : · : · :1 t;<~1~1 ~////(] L!J ///!'] WM-1 I WM-21 WM-JI WM-41 WM-51 WM-61 WM-Bl WM-91 WM-HJ 18 EA. 100 EA. 596 SF. 347 SF. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. STREET SWEEPING ANO SE -7 SE -71 1 EA. VACUUMING PER CASOA SE -7 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THE OWNER, MEHRDAD DOKHANCHY, AT 925-705-6173 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. 24-HR EMERGENCY CONTACT: MEHRDAD DOKHANCHY 925-705-6173 Sc+ 4(.,1'~ lo, DATE INITIAL DATE NOTE: LOCATIONS OF EROSION CONTROL MEASURES PROVIDED ON THIS PLAN ARE PRELIMINARY. SITE SUPERINTENDENT MAY CHANGE LOCATION BASED ON SITE CHARACTERISTICS. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH5ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: MS2022-0003 1098 MAGNOLIA AVENUE EROSION CONTROL PLAN GR2021-0047 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: MS2022-0003 535-6A OTHER APPROVAL CITY APPROVAL RVWD BY: DocuSign Envelope ID: 1561089A-919E-4593-B9B5-4BFFA5777B5E 5/15/2023