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HomeMy WebLinkAboutSDP 2022-0004; AQUAZONE LEGOLAND PLAY STRUCTURE; Administrative Determination\ \ \ ' \ ADA PAT.HOF I TRAVEL ·-••·· . . (/---,-~. ,,f--V_I_C_IN_IT_Y_M_A_P ______ ~- \~_,) SCALE: NOT TO SCALE N ,;.·•··, .>.--~ Jg; .·.,, ~ ,/E) ~ ·, \ "' STORAGE OF EQUIPMENT PROJECT DIRECTORY OWNER: MERLIN ENTERTAINMENTS GROUP, C/O LEGOLAND CALIFORNIA CONSUL TANT/ CONTRACTOR: PACIFIC PLAY SYSTEMS, INC. 3288 GREY HAWK COURT CARLSBAD, CA 92010 P: 760-599-7355 SITE ACCESSIBILITY NOTES 1. ALL EXISTING WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE PATH OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE AND: a) HAVE A CROSS SLOPE NOT GREATER THAN 1:48 b) HAVE A RUNNING SLOPE NOT GREATER THAN 1:20 c) MODIFICATIONS AND/OR UPGRADES TO THE EXISTING ADA PATH OF TRAVEL ARE EXCLUDED FROM THE SCOPE OF WORK HERE 2. ALL RAMPS ALONG ACCESSIBLE PATH OF TRAVEL SHALL a) HAVE A RUNNING SLOPE NOT GREATER THAN 1 :12 b) HAVE A CROSS SLOPE NOT GREATER THAN 1:48. c) MODIFICATION OR UPGRADES TO EXISTING RAMPS ARE N.I.C. 3. INDICATES ACCESSIBLE PATH OF TRAVEL (NOT IN CONTRACT). TO BE UPGRADED BY THE CITY. SCOPE OF WORK 1. DEMO TWO EXISTING METAL BRIDGE AND RAILING THAT ARE ATTACHED TO TWO ROUND CONCRETE PEDESTALS, AND EXISTING HOSES. 2. INSTALL NEW PLAYGROUND EQUIPMENT AND POURED-IN-PLACE RUBBERIZED PLAYGROUND SAFETY SURl=ACING WITH NEW AGGREGATE SUB-BASE 3. INSTALL NEW BENCHES AND NEW CANTILEVER SHADE UMBRELLAS. NEW PROPOSED PLAYGROUND SCALE: 1 / 16" = l'-0" GENERAL NOTES 1. AMERICAN WITH DISABILITIES ACT (ADA) ARE FEDERAL OBLIGATIONS ONLY AND IS NOT REVIEWED BY LOCAL ENFORCEMENT AGENCIES. THIS SHALL COMPLY WITH THE DISABLED ACCESS PROVISIONS SET FORTH IN THE CURRENT CALIFORNIA BUILDING CODE (CBC). IT IS THE PROPERTY OWNER'S/ GOVERNMENT ENTITIES' AND THEIR AGENTS RESPONSIBILITY TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES. GOVERNING CODE: 2019 CALIFORNIA BUILDING CODE (CBC) THIS PROJECT CONFORMS TO THE FOLLOWING CODES: • 2019 CBC • ASTM F-1487-21 • CPSC PUBLICATION 325 • ADA CBC CHAPTER 11 B ACCESSIBILITY REQUIREMENTS DIVISION 2 SCOPING REQUIREMENTS 11B-201.1.1 SCOPE 11 B-206.2.17 PLAY AREAS 11 B-206.2.17.1 11 B-240 PLAY AREAS 11 B-240.1 11B-240.2 11 B-240.2.1 11 B-240.2.1.1 11 B-240.2.1.2 DIVISION 4 ACCESSIBLE ROUTES ---~ 11 B-401.1 SCOPE ·,. 11B-403.2 FLOOR OR GROUND SURFACE DIVISION 3 BUILDING BLOCKS 11 B-302.1 GENERAL 11 B-305.2 FLOOR AND GROUND SURFACES 11 B-305.3 SIZE DIVISION 10 RECREATION FACILITIES 11B-1008.2 ACCESSIBLE ROUTES 11B-1008.4 PLAY COMPONENTS 118-1008.4.1 11B-1008.4.2 11B-1008.4.4 11B-1008.4.5 i "' C1 . ' •. y . --,;~~~-, l \ ,_.,J ,. \ ·' \ \ ~?'/ ~,--¥ 1) MAY O 9 2022 ,..._ --' ---~-., . . ---,---,--:·-·. _:::;. -------------------------------------------------------------·--·-----··· .. ·· .. ···----------------------------------------~ 7 I 3288 GREY HAWK CTI ' CARLSBAD, CA 92010: PHONE: 760-599-7355 www.pacificplayinc.com I z 0 -I- <C ..... Q) CX) ..... > 0 ,, <C 0 ·c 0 0 I-0 N Jl u, z 0-er Cl) -a <t: 0 ;:: z <( C LL CJ 0 u ci u -__J C 0 0 ' ~ "O 0) -a 0 C: z 0 Q) 0 2: 0 => _J _Q <( 0 w Vl 0 Q) .:: 0, __J C 0 (IJ 01::: 0 u _, C) >-<C ..... 0.. SCOPE OF WORK CITY OF CARLSBAD Administrative Permit Case No. 5bf z0 ZZ-6ccf//U;p 1oU-bDZ2 I Exibit No. fl.-_j Date Co/r.J,j-u,z ;:_ DRAWN BY:AC DA TE: 04-18-2022 'i DATE I REVISION SHEET TITLE VICINITY PLAN SCALE NTS SHEET NUMBER Al SHEET 1 Of BY I 6 1f\ EXISTING SITE ;~-) SCALE: 1 /32" -1 ' N l I SCOPE OF WORK 1. DEMO AND DISPOSAL OF TWO EXISTING METAL BRIDGES AND RAILING THAT ARE ATTACHED TO TWO ROUND CONCRETE PEDESTALS, AND REMOVAL OF EXISTING HOSES AT THE BOTTOM OF THE AREA. 3288 GREY HAWK CT CARLSBAD, CA 92010 PHONE: 760-599-73551 www.pacificplayinc.com z 0 -I- <( ....I Q) CX) "C ....I > 0 <( ·;;:: 0 C 0 0 N .c I-0-ci:: Ill Cl) z 0 -""O ... z <( C <( IJ.. C 0 u I-u -_J 0 UJ 0 0 0 -"") "C 0) ""O 0 C z (.9 Q) 0 c:: C a. :::, _J ..0 <( -w (./) 0 0 _J Q) ,.._ C') C 0 a, 01=:: 0 u ....I C) >-<( ....I A.. SCOPE OF WORK DRAWN BY:AC DA TE : 04-1 8-2022 I I I I ~-------------------!-~---~ DATE REVISION • BY SHEET TITLE DEMO PLAN SCALE NTS SHEET NUMBER A2 2 OF i 6 j (P\ NEW PLA YGROUN_D PLAN~~ \A; SCALE: l /8" = l ' N _fl] \ I ~110I '~ I I t \ Os] --------------------------· -~----------- CONCRETE FOOTINGS 06.1 IMPORTANT: The footing depth for support posts and other equipment must be adjusted to compensate for depth / thickness requirements of the selected impact attenuating safety surface. (i.e. wood chips vs. rubber matting). Post Top of Surfacing :-:·: Top of Base•>:<-:•:•:<-:· 2S •• " ,, 4 "' Rubber Surtacing Approx. Depth 2-3" Base Material Support Pipe Approx. Depth 4" ~ _.,--;:?;. · · Slope Top .,: . of Footing · for Drainage* -t--Concrete_-ts~ Footing Footing -~--<1=~ Pin Support Block Recommended Undisturbed Soll ~-+--'--r'>c'J,...:...-,----1-----.s,upport Block Recommended Undisturbed Soil Figure 6.1. IMPORTANT: * If base material is concrete, footing does not to be sloped 1 Use more concrete as required for supporting activities with movement such as the Track Rides, Traverses, Chinning Bars and Swings. 2 See specific Swing Assembly Instructions for swing post footings and ground cover requirements. Larger footings (more concrete) may also be required due to weather conditions and poor (unstable, loose or 3 granitic) soil. Before changing footing dimensions we recommend that the footings be reviewed and approved bv a reqistered Enqineer. 4 Base of the footing must be below the frost line. Detennine depth of frost !ine for your area and adjust footing depth (not post and support depth) as required. PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone: {541) 955~9199 Fax: {541) 955-6130 TYP. FOOTING DETAIL PER MFR. SPEC. SCALE: NTS KEYNOTE LEGEND CD New Playcraft Play Structure, 5-12 age-group @ New Playcraft Inclusive Play Structure, 5-12 age-group New Playcraft Play Structure, 2-5 age-group (4) New Benches, typ. ,~ New 1 O'xl O' Cantilever Shade Umbrella, typ. :~J New 1 O'xl O' Double Cantilever Shade Umbrella, typ. CZ) ADA Path of Travel ® Typical Play Equipment Safety Use-Zone :1) New PIP Rubberized Safety Surfacing 0§J Existing Fence to Remain. Approx. 5' tall 04109/2008 3288 GREY HAWK CT I CARLSBAD, CA 92010 PHONE: 760-599-7355 www.pacificplayinc.com z 0 -I- <( ...I Q) co ...I > 0 "O <( 0 ·;;:: 0 0 I-0 N .0 °' 0:: tA V) z -1) <( 0 ... z <( C LL 0 0 u I-u -_J (.) a 0 0 ' UJ "O -, 0) 1) 0 C z ('.) Q) 0 c:: 0 0. :::::, _J .D -w V) <( 0 0 Q) .:: 0) _J C 0 a, 0::: 0 u ..... C) > <( ...I A- SCOPE OF WORK DRAWN BY : AC. DA TE : 04-1 8-2022 DATE! REVISION BY , 1 SHEET TITLE NEW PLAYGROUND PLAN SCALE NTS -·------------------- SHEET NUMBER A3 ' __ J SHEET 3 OF 6 !... ... ,. __ _ i CUSTOM ROUND-5 MODULAR PLAYSYSTEM Elevation View Scale: 1:80 I 25'-311 17'-11" 13'-011 SN: R50E5914C Date: 03/30122 Drawn By: ACG LEGOLAND-AQUAZONE Pacific Play Systems, Inc. 21 1-4"' 141-11 11 ~-O PLAY_CRAFTJ 123 NORTH VALLEY DRIVE :<· ' GRANTS PASS, OR 97526 PH· 541-955-9199 f.W •• ►i FAX: 541-955-6130 .. ~:A"CCRE """"'""' www.playcraftsystems.com (-__ ll\_-1 ELEVATION VIEW -PLAY STRUCTU~E (5-12 AGE-GROUP) ~ SCALE: 1 :80 N CUSTOM ROUND-5 MODULAR PLAYSYSTEM Elevation View Scale: 1 :90 23'-1" 13'-0" SN: R507B0B0B Date: 03130/22 Drawn By: ACG LEGOLAND-AQUAZONE Pacific Play Systems, Inc. L--~-------------~--------- 18'-1" fi~llm~-7? -"!!:. -'e,.--112'-1" 8'-11" I I 123 NORTH VALLEY DRIVE GRANTS PASS, OR 97526 PH: 541-955-9199 FM: 541-955--6130 A ,--AA'/C0RE compa,, www.playcraftsystems.com ELEVATION VIEW -INCLUSIVE PLAY STRUCTURE (5-12 AGE-GROUP) SCALE: 1 :90 CUSTOM ROUND-5 MODULAR PLAYSYSTEM Elevation View Scale: 1:40 SN: R5085B47A Date: 01/31/22 Drawn By: ACG LEGOLAND-AQUAZONE Pacific Systems, Inc. 18'-0" 4'-0" 123 NORTH VALLEY DRIVE GRANTS PASS, OR 97526 PH: 541-955-9199 FAX: 541-955--6130 .. PIA'(CORE eomo,rn, www.playcraftsystems.com ELEVATION VIEW -PLAY STRUCTURE (2-5 AGE-GROUP) SCALE: 1 :40 i I i I i3288 GREY HAWK CT 1 ' I CARLSBAD, CA 920101 ' 1 PHONE: 760-599-7355! www.pacificplayinc.com ' =========-I i ! V) z io -I- <( >o ~ z w <( C ......J I Z 0 ::, 0 ow a:::: ......J C) >-<( .... 0.. (I) co > 0 ·;:: 0 0 N °' u <( § u 0 -0) u (I) 0 _J _Q V} (I) "C C 0 OU ,, 0 ..c 0:: Ill 0 ;:: LL 0 t; u ~,, o C li 0 <( 0 0) a, ....I SCOPE OF WORK ' ! I DRAWN BY:AC DA TE: 04-1 8-2022 ,MTE' REVISION BY SHEET TITLE I PLAYGROUNDJ 1 ELEVATION PLAN ···"·-·-·~---- SCALE NTS SHEET NUMBER A4 CD N 10 ½" Galvanized steel cable sewn into hem of fabric typical around perimeter ·1------111'-0'-----~-r------10'-0""-~I---- 5"0 X-Str Pipe Section / ~DETAILD 6"0 Std Pipe PLAN VIEW NOTE -Fa bile and cable not intended to support sriow load in excess of 5_0 psf and must be removed prior to snow load accumulation HOPE Fabric 6''0 Std Pipe '-~ Detail E/S1-2 ELEVATION 2'-0" 2112"0 -11 g.i pipe Stringertyp. Exist. Corwrete Slab Field Verify ¾" End plate 6"0 Std Pipe HOPE Fabric -To be Al net Extrablock Coolaroo Commercial 95 Plate and Eye bolt per Detail C i 5"0-8ga Cantilever Arm 10.5'0 x!" Plates @ witl1 4-¾"0' bolts@ 11 0'-8"0 bolt circle DETAILD HOPE Fabric ¼" Galvanized HOPE Fabric ¾"Eye bolt attached to fabric steel cable 2 112·0 -11 gs pipe Stringer i" End plate ¾" Eye bolt attached to fabric 21/2"0-11gapipe Stringer i" End plate TOP VIEW SIDE VIEW ¾" End plate lyp. ,I typ. l ~0-Sga---,------- Cantilever Ann DETAILC 3"x3"x¾" Gusset plate typ. 2"0x11ga spigot typ. DETAILS ;·0 $/steel bolt typ. @strut ~•0 S/sleel bolttyp.@ ·~ ¾' End Plate typ. 2"0 and 1½" 0-14 ga Support stfl.lt -T yp 3 Stringers ¾" Conroe plate typ 2 112"0. 11 ga pipe Stringer typ. DOUBLE CANTILEVER SHADE UMBRELLA SCALE: DESIGN CRITERIA Designed ta conform ta 2019 CBC Live Load = Awning = 5.0 psf Wind Criteria Exposure= C 3 Sec. Gust V = 11 O mph (Ultimate) Risk Category -= 11 GCpi = 0 (open structure) Seismic Criteria Sail Site Class = D, SOC = D Lateral System= Cantilever Column R = 1.25 STEEL Structural steel shall conform to ASTM A-36 u.n.a. Machine baits shall confom ta ASTM A307 (galv.) or Type 304 Stainless Steel (Fy=30 ksi) Pipe Sections shall conform ta ASTM A500, Gr. B (Fy = 42.0 ksi) Anchor bolts and related hardware shall conform ta ASTM A307 and be hat-dip galvanized 7x19 Wire rope shall be either galvanized or Stainless with breaking strength of 2000 lbs D-Shackles. Cable Clamps & Turnbuckles shall be galvanized or Type 316 Stainless Steel Corrosion protection shall be provided for all steel (Pipe assembly power coated) WELDING Welding shall be done per AWS D1.1 All welding shall be performed by Certified welders only CLEARANCE FROM OTHER STRUCTURES Canopies shall be at least 6" away from any other structure which may be damaged due to deflection. '"Special Inspection required for ALL past-installed Anchors•• , ~ &,nercl Note:. James L. Mitchell, SE Structural Engineer Spring, Texas rn ro Q) ._ .0 E ::::> co .... 0 Q) 0 > N Q) 0) -Q) ro C ro > C ._ 0 Cl ._ .E 0 "O ~ C ro X ro 0 -"O ~c 0 -o,"O a> ro © ro -_J _J .0 .0 0 1/) ::::l Q) ~ oo.,cro Cl -300 ,. Revislon/l_,., '"' __ ..,._ CUSTOM CANOPIES INC. Pr<jotl:--- Lego Land -E2959 --S1-1 -NTS ' .. a Cv.1 fo.-C.n.,,.,,f'H-1 • C A7'-f 5 f.+ P, C .+{:.,\C,,µJii4- " e,-,,, ', Z.,I'/ C i?c ,,,( CA,..,t,f,,,.,_,c_~ • ?Pt. 1,::l,x1(; v-1. ........ u~ s- N" 5..,: / ~ f..e_.;.,...,_ t- **Structure attaching to existing concrete slab to be Field Verified by others for applied loading and integrity""' --+ SrJLou/ 4>NI-M ~ I"---,s,~ ,........_ , ,.,.,,r ,?-r;-:::,,~ Pl~ .FM_~= IS-'72'_..t-. C.Hva Yx. "d A 1P7 n .1 I; t, tr 4 v' .ttwt,t,= a, '7 / nJ<>oo) , l!' ( :z:) -l"J..4-: 1.z(~.-rl.n>), = 31'1'( .e.-,. 1>1<:..-C ·~ : -;it.,/,:,~) l.>'f1.:_~' = • t./,~14-.:. 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' I ,DATE REVISION BY I I SHEET TITLE I DOUBLE UMBRELLA CALCS SCALE NTS SHEET NUMBER A5 SHEET 5 OF 6 ' 5"0 Std Pipe Section Alnet Extrablock Fabric CASFM No.F~94501 O' ½"~ 7x19 wire rope cont around perimeter with dbl cable clamps@ lap. ~---------+,Ell, .~DETAlL D 5"0 Std. pip ,.,__,,.. HOPE Fabric ,t T/Columr, 9_0.. & CL Strmger cusr Off DETAIL C j PLAN VIEW 6"0 Std Pipe ' '-~ Detail E/S2-2 ELEVATION 2'-0" Exist. Concrete Slab Field Verify ¼" End plate HOPE Fabr1c ½" Galvanized steel cable TOP VIEW ,f• End plate typ. 3 " typ.;,-;-r.,--<".. l s~0 -8ga -~--------1 Cantilever arm --------------- l.• .. -~.),•~S_IN_G_LE_C_A_NT_I_LE_V_E_R_S_HA_D_E_U_M_B_R_EL_LA · j_./ SCALE: NTS N DETAIL D 2 112·0 -11 ga pipe ¾" Eye bolt attached to fabric Plate and Eye bolt per Detail C 1O.5"0:,;;-Plates @ . .·o.· with 4 -¾'°0 bolts @ 0'-8"0 bolt circle HOPE Fabric ¾" Eye t:lolt attached to fabric i" End plate 21/2"0-11gapipa f' End plate SIDE VIEW DETAILC 3"x3"xi" Gusset plate typ .. 2"0x'i1ga spigot typ. DETAIL B i"0 bolt typ. @strut r0 bolttyp.@ ,~ ¼" End Plate typ. 2"0-14ga Suoport strut -Typ 3 arms f' Connx. plate typ. 2112"0-11gapipe DESIGN CRITERIA Designed to conform to 2019 CBC Live Load = Awning = 5.0 psf Wind Criteria Exposure= C 3 Sec. Gust V = 110 mph (Ultimate) Risk Category -= II GCpi = 0 (open structure) Seismic Criteria Soil Site Class= D. SOC= D Lateral System= Cantilever Column R = 1.25 STEEL Structural steel shall conform to ASTM A-36 u.n.o. Machine bolts shall con/om to ASTM A307 (galv.) or Type 304 Stainless Steel (Fy=30 ksi) Pipe Sections shall conform to ASTM ASOO, Gr. B (Fy = 42,0 ksi) Anchor bolts and related hardware shall conform to ASTM A307 and be hot-dip galvanized 7x19 Wire rope shall be either galvanized or Stainless with breaking strength of 2000 lbs D-Shackles, Cable Clamps & Turnbuckles shall be galvanized or Type 316 Stainless Steel Corrosion protection shall be provided for all steel (Pipe assembly power ccated) WELDING Welding shall be done per AWS D1 .1 All welding shall be performed by Certified welders only CLEARANCE FROM OTHER STRUCTURES Canopies shall be at least 6" away from any other structure which may be damaged due to deflection. ;.-,;Special Inspection required for ALL oost-installed Anchors" . I--; , I S3081 ' ~·~ EXP. 5;30l2C23 / 0')"-:-v ,..,,-._,__ , -'Yr ,,...T\.J~~ ~ ~ ~ .., \., ;;;J:- :-.. • ca r,.uv~ '-~~ ,,-----------" General Nct!ls James L. Mitchell, SE Structural Engineer Spring, Texas ('il ,._ (l) > (l) co 0 0 N (J) CUSTOM CANOPIES INC, ---- Lego Land -E2958 S2-1 NTS wcs /45,""b.,... f'm-o'3/,"ft Cl~, CA-1.,'f-!";l..v,'A 2<,/'f C..iSc_ -/eJ,r ll!l t/-t~µ,,__ -/~..-ll!J C,th-1"!. --"'l,',f-p,:;:. v.-J-,ad~ -$"}/$ De:s ;<,,,.J """Structure attaching to existing concrete slab to be Field Verified by others for applied loading and integrity"" ,'O ;,:10 "s!H7,r ~d v,-,:,,o.L(}~ -r ! lt;,('"i;: ;:-,._;'-,.. \_.y~·\1-7.:.J", ... ,,at .:....,e. .f.,p, ----(t+,,,r,l("""-'t 7u": rtrt. ~WncN if= I €1,,-A-,-: ON ~ z.~¢i</'t'r-5T}t..,r :s-,g~ ~y'I.;::; />)~ ""'°"'· ,,..,,,. -~=&eZ'l."" = , • CPY'-?-JI~ "'d A ~,n 11'1 .J!J ~ .. 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CARLSBAD, CA 92010 PHONE: 760-599-7355 www.pacificplayinc.com V) z 0 -.... <C -■I ::, Q) 0::, u > 0 "Cl -■I 0 . ._ 0 0 <C 0 N .0 z 0-ci::' CII "O 0 -u <( ,_ <( C lJ. 0 0 u I-u <C __J (.) 0 0 "O lJ.J "Cl ") -■I 0) 0 0 C -■II ('.) 0:: 0 w ~ ..0 0.. <( -a=:: w Vl 0 a::I __J Q) '-0) C 0 a, ::e 0 u _. ::, w C <C ::c V) SCOPE OF WORK DRAWN BY:AC DA TE: 04-1 8-2022 DATE i REVISION I BY SHEET TITLE -~ 7 SINGLE UMBRELLA CALCS SCALE NTS I SHEET NUMBER I L~A6 __J I SHEET 6 OF -~ GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CIT', OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. . 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MA\' PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALi_ REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST &£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON Tl-IE PERMITTEE'S POLICY IN TH[ MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIA T£ AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH[ APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME TH[ PROPERTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 9. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS 8/ffY. TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SH[[T, (8) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH[ STAT[ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARD/NC ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRE/) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/El) SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TH[ " EARTHWORK SPECIF/CATIONS " ATTACHED TO TH£ PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PR[CONSTRUCTION MEET/NG SHAil BE HELD AT THE SI TF PRIOR TO THE flFGINN!NG OF WORK AND SHA// BE ATTFNQW BY All RFPRESFNTAT/Vf'i_ RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TIE AND TIME FOR THE PRE CONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. All IN:,P[CTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILi BF MADF BY CAI I ING THE ENGINEERING 24-HOI/R INSPFCTION REOUFST I INF AT (760) 438-3891. INSPECTION REQUEST MUST 8£ RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE TH[ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA T[R. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTIECTION FROM THE HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCA VAT/ON PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCA VAT/ON. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NGINE£RING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE IM(ff(KENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF 21. IMPORT MA TERI AL SHALL BF OBTAINED FROM, AND WASTE MA TERI AL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL B[ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. D:\DRAWING FILES\lllLE SHEETS\GRADING llTLE SHEET.DWG REVISE0:02/15/17 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA T[ THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIM£ REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR[ IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINA T£ THE WORK WITH A COMPANY REPRESENTA Tith UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WA T[R & RECLAIMED WATER) *SAN D1£GUITO WA T[R DISTRICT 'LEUCADIA WASTEWATER DISTRICT *VALLEC/TOS WATER DISTRICT 'OUVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPR/A T£ (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760) 753-6466 (760)726-1340 x1330 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL COD£. B. PRIOR TO COMPLETION OF GRADING WORK THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL FROS/ON CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY COD[ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STA T£M£NT BY TH£ SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP /NSTALLA TION CERT/FICA TE. (6) PERM/TT/ED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH TH[ CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWA TIER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO TH£ SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICA TIONS BY THE CITY OF CARLSBAD DOES NOT R[L/[V[ ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: CITY, STA TE: TELEPHONE: BY: R.C.E. NO.: REGISTRATION EXP/RATION DA TE: CIVIL ENGINEERING DESIGN GROUP 1930 WATSON WAY, SUIT£ A, VISTA, CALIFORNIA 92081 (760 )599-8585 MASSOOD GASKARI P.E. DA TE: 047303 DECEMBER 2023 SOILS ENGINEER'S CERTIFICATE 04/16/22 I, MASSOOD GASKARI , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF !HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF ________ , 20 __ AND ________ , 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.E./P.E. NO.: ____________ _ DATE: LICENSE EXP/RATION DA TIE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTA T!ON OF TH£ SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. (PRINT NAME BELOW LINE) DAT£ BENCHMARK DESCRIPTION: 4" PLASTIC CAP MARKED " S.D. CO. CONTROL POINT T1307 LOCA T/ON: EAST OF RAILROAD TRACKS IN RAILROAD R. 0. W., 500 FT NORTH OF PALOMAR AIRPORT ROAD RECORDER: 1980 ADJ. 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I SCOPE OF WORK FILLING AN EXISTING POOL WITH PERMEABLE SURFACE TO BE USED AS A NEW PLAYGROUND. LEGAL DESCRIPTION MAP 13408 -CARLSBAD TCT 94-09 CARLSBAD RANCH UNITS 2&3 ROS 16331 APN: 211-100-09-00 PROJECT ADDRESS ONE LEGOLAND DRIVE, CARLSBAD, CALIFORNIA 92008 PROPERTY OWNER: OWNER: MERLIN ENTERTAINMENTS GROUP, C/0 LEGOLAND ADDRESS: ONE LEGOLAND DRIVE, CARLSBAD, CA 92008 CONTACT: MR. ALI BEMAN/AN CONSULTING ENGINEER: CIVIL ENGINEERING DESIGN GROUP 1930 WATSON WAY, SUIT£ "A", VISTA, CA 92081 PHONE: 760-599-8585 [MAIL: MG@CDGENG.COM SOILS ENGINEER: CIVIL ENGINEERING DESIGN GROUP 1930 WATSON WAY, SUIT£ "A", V/STA,CA 92081 PHONE: 760-59908585 EMAIL: MG©CDGENG.COM CITY OF OCEANSIDE H1GHWAY ?a NOT TO SCALE CITY OF VISTA «"{? SUBJECT CITY OF ,.,._-,~ SAN MARCOS CITY OF ENCINITAS VICINITY MAP WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALI. AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO ...... NA ..... DA TED ................................ .. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CIVIL ENGINEERING DESIGN GROUP DATED 03/02/2022 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COST AL COMMISSION DEVELOPMENT PERMIT CONDl170NS DA TED 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ................ . 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY .....•............. NA .................... DATED ........................•................•. 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY .................. NA ................ .. GROUP DA TED .................. .. 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION LEGEND DWG. NO. SYMBOL DIRECTION OF DRAINAGE EXISTING CONTOUR NEW CONTOURS PROPERTY LINE SETBACK LINE (E) 30" STORM DRAIN (E) 8" WATER LINE (E) 8" RECYCLED WATER (E) 8" SEWER LINE / -(-------- ' ------###--~-- # ./1 " ---------TT ff--.,,,-- --------- -so------- ----w----- -RW QUANTITY ABBREVIATION TOP OF WALL BOTTOM OF WALL TOP OF CURB FINISHED GRADE FINISHED SURFACE FLOW LINE EXISTING PROPOSED NEW INDEX OF SHEETS SHT. DESCRIPTION C1 COVER SHEET C2 SIT[ PLAN-EXISTING TW BW TC FG FS FL E p N (E) AREA DRAIN CJ PROPOSED GRADING PLAN C4 EROSION CONTROL PLAN PACIFIC PLAY SYSTEMS, INC. STRl'CTURAL (POST-CO\STRUCTlON) BMP TABLE ADDRESS: 3288 GREY HA WK COURT, CARLSBAD, CA 92010 [MAIL: ab@pacificplayinc.com PHONE: 760-855-3688 & 760-599-7355 REFERENCE DRAWINGS: 1. DWG 390-4A LEGOLAND EAST EXPANSION 2. DWG 333-2Y-GRADING PLAN FOR LOTS 18&19 OF CT 94-09 SOURCE OF TOPOGRAPHY TH[ EXISTING TOPOGRAPHY AND ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON L[GOLAND PARK GRADING PLAN AND STANDARD GRID. EARTHWORK QUANTITIES CUT: CY FILL: CY IMPORT: 1 25Q , CY EXPORT: CY REMEDIAL: CY TOTAL LOT AREA = 130 ± ACRES TOTAL DISTURBED AREA = 8200 SF (0.2 AC) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SIT£ WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = -0-SQ.F. TOTAL PROPOSED IMPERVIOUS AREA = -0-SQ.F. UNDERGROUND SERVICE ALERT SECTION 4216 & 4217 OF THE GOVERNMENT COD[ REQUIRES A DIG ALERT /DENT/FICA TION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL 8£ VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT 811 TWO (2) WORKING DAY BEFORE YOU DIG. STORMW4 T[.R F::EQUlRE.iv!EN TS THAT APPLY: EXEMPT FROA1 T:RAS/--i' CAPTUF?E? ~ STANDAPO STO,C/MWA TER .C::EQU/R[M[!VTS ~ Y[S ! PPlO.RtTY PRO)ECT REQUIHEME/\1TS NO ! ' MAINTENANCE TYPE DESCRIPTIOI'i OW'lERSHIP AGREEMENT I N:JNE F:EOi,RED EXEMPT FROM .:-fYOF?OMODiF"/CA T/0/\J? cg] YES NO -- ' MAINTENA'ICE SHEET NO. FREQ[E\CY ' ' ' 1930 Watson Way, Suite "A', Vista, CA. 92081 Phone: 760-599-8585 Fax: 760-599-8901 E.mail: mg@cdgeng.com "AS BUil T" MASSOOD GASKARI P.E. RCE 047303 EXP. 12/31/2023 DATE REVIEWED BY. INSPECTOR DATE >----+---+------------+----t---+---+----1 I ScHEE1T I crrY o F c AR1sBAD I SH4EETS I ENGINEERING DEPARTMENT :=::::===-================='..':=:::::::::::::::::: DATE INITIAL DATE INITIAL DATE INITIAL GRADING PLAN FOR: FILLING EXISTING POOL ONE LEGOLAND DRIVE, CARLSBAD, CA 92008 SHEET TITLE: COVER SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE RVWD BY: __ _ PROJ. NO. COG0205022 DRAWING NO. W[B ADDRESS: www.digalert.org or www.ca//811.com ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: DATE: 04/16/2022 I / / / / / / / I 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 I I J / 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 I I / I , I I I I I &1 ! I I '""'' I I I I I I I I I I I I I / / I // / / ~ ,/ /::? f / / ,~::f>.l / / / / / / I ' / I I I I I / O') I!) .,- / / I / / / / / / SCOPE I I I/ I ~ " I \ \ I I I I I I ' ' ' ' ' ' I i I I I ' I I I j I j I ' \ OF ,S' WORK FILLING AN EXISTING POOL I I ' ' i I I I I I / I I WITH PERMEABLE SURFACE FOR A NEW PLAYGROUND. EXISTING TOPOGRAPHY AND DRAINAGE PLAN I I ,S' I I \ \ \ ' Cl) \ I I I \ i✓Ji ,fl) $ I $ $ I $ a:: I I ~ \ I , $ a:: I I a:: i I ' I $ I $ a:: ~, Cl) I $ r I $ r I ~ I Cl) \(;)'o \ \ / ' / Cl) Cl) I \ I \ I I I I \ I \ I Cl) I I :---1 SS-- j 160 161 r 1-------- I \ I I .> 6> ~> I I I I --I ' I I I I I I --I ., I Cl) I I I ~ ~ UJ I ' I 0 10' 20' I j 1--------+- SCALE: 1"=10' ----- ------------- \ I I I I I I I I I J ( 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 I I \ \ I I •, I I I I I I I ' I I I I I I _,. O') CP I ' I ', I I I I I I I I I I \ I '1 _:i. \ > O') _,. (J1 O') ~ I I I \ I 0) 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 I I I \ I \ \ \ \ I I I \ I I \ \ \ \ I I \ I \ I ,J \ \ 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 I I I \ I I I I \ I I I I I \ \ \ .> r .> 6>, I\ 0) _, I \ 0) I \ \ \ I \ \ \ I I I .> \ (5') \ \ t,\\ I \ \ \ \ \ \ \ \ \ \ \ \ \ ', '. \ \ \ \ I I I I I I I I I I I I \ \ I \ I I \ I \ \ \ I I r I_...,, I I I I I IMAGINATION ZONEj - J ------ □ 0 LANd OF ADVENTURE (EAST tXPANSION AREA) 0) \ --__ ...J 0 NTS \ AREA OF SUBJECT PROJECT I ,, I l,' I 1 I ~ I I ~_I \ 3·-JJ \' --0 ,, 0 0 ', """'""'""'' •"""'~"""""' I liilliiiiii iiilillllliliililliiiiiil!ililiii IIIIIHIUIHII 1111111 IHI IIIUIUIII lllll I I illllllllliillilhllliiiiilllllliil I ~ lllllllllHIIUIIHlllllllllllllHIII / r IIHHIIJIIIIIIIIIHlllll!!Hl!IIIIIIIIHHIIIIHIIIHIHIIIIHIIIIIIIIIIHIIHIIIIIH IIIIJIIIJIIIIIHIIHIIIIIHlll!lllll!IIHIIIIIIIIIIHIIIIIIIIIIUIIIIIIIIHIIHIIIIIH IIIUlll!IIIIIIIIIIIIIIIIIIIIIUlllllllll!UIIIIIIIHUl!IIIIIH!ll!lllll!!lll!IIIIIH IIIIIHIHlllll:IIHIIRll:IHHIHII 1 . 1111111111111111111111111111111111111 : 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 / \ \ \ \ \ \ \ \ 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 \ \ SITE PLAN l r SCALE: 1"=400'-o" 1930 Watson Way, Suite "A", Vista, CA. 92081 Phone: 760-599-8585 Fax: 760-599-8901 E,mail: mg@cdgeng.com 1---+--+--------------i------i----;--------,----i I ScHE2ET I crTY oF CARLSBAD I SH4EETS I ~:==:::'....:==::::E:::N=G=IN=E=E=R::::l::::NG::::::D::::E=P=A=R=TM=E=N=T===::'.....::=::::::~ GRADING PLAN FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FILLING EXISTING POOL ONE LEGOLAND DRIVE, CARISBAD, CA 92008 SHEET TITLE: SITE PLAN APPROVED: ENGINEERING MANAGER RVWD BY: __ _ CHKD BY: JASON S. GELDERT RCE 63912 EXP. 9/30/22 DATE PROJ. NO. DATE: CDG0205022 04/16/2022 DRAWING NO. s / I / / I I I / I I I / I I I I / I I r ( I I I I I 00 I!') I I I / / I I I ,~OJ' I I I / I I I / CJ) LO "<-" 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 ' r--/✓/ i I I / \ / I / / f I I \ 1 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 { I I I I I I 1' I i I co"' , I I ~ '( i I I I I I ,- ' I I I I I I I l f I I I I J I I I I I I I I I I I I / ~ ,/ ~ I I / I , j & ,-_; ' \ ' \ \ I I I I ! [ \ 1 j D EXISTING SURFACE TO REMAIN ELEV.= 160+ ( ' I I I I I I I I I I / " \ I \ j I j j I / I I I I / I / I I / I I -I I / I I I / I / I ~I I I I I <, ,, ', ' ,, ''\ ---\ \ \ \..._ __ .,,, .... / - ~--------------~---- --- I/ '-.:: --'ID, ' --., 2 ' ' '" "· J 3 «" ', rk" ,_ 9.>· ~o ~ ' r I C) ~\; •Sl<;) '.1 3 I \ \ I I \ I I I ', AREA OF POOL TO BE FILLED =8200+ SF " PROPOSED GRADING PLAN 4 PROPOSED ELEV.= 161.4+ 4 i ' ! ' / ,._ > I ·' / i i ! ,I 1 t?7, / ! : L :.10, ' ' I I I s: I ' I ' i I I i ' i I I cb C)J i ,i r i I ,, I ' ' ' l I ' ' I I / i , ' I ' ' i ,, ' ! I I i ' f \ \ I ' ! r \ '! \ \ l \~ ft ..-<3-I I i 0 10 20 I / (P) ELEV.= 161 .4± D ±2% Max. (E) RETAINING WALL TO REMAIN \ \ \ \ \ I \ I I I I I I I I \ I \ \ \ I I \ \ \ EVEL OF CURRENT FILL (P) LEVEL OF POOL FINISHED SURFACE EVEL OF CURRENT FILL 25' ~ 28' LEVEL OF CURRENT FILL SECTION "A" NTS C 25' ~ E) SURFACE TO REMAIN ELEV.= 160± [I] (E) RETAINING WALL TO REMAIN SECTION NOTES: 0 A LARGE PORTION OF THE POOL'S CONCRETE SURFACE HAS BEEN PUNCTURED AND REMOVED PRIOR TO PLACING THE F"/LL MATERIAL. 0 THE EXISTING FILL CONSISTS OF RECYCLED CONCRETE GRAVEL (1.0"-1.5") FILL PLACEMENT HAS NOT BEEN DOCUMENTED. THE FINAL FILL SECTION DOES NOT REQUIRE DOCUMENTATION SINCE FINAL USE OF THIS AREA IS LIMITED TO " PLAY GROUND". AREAS OF THIS FILL REQUIRING FOUNOA TION SUPPORT WILL FOLLOW EITHER OF THE FOLLOWING TWO OPTIONS: 1. FOUNDATION SUPPORT WILL HA VE TO BE DEEPENED TO BELOW THE FILL MATERIAL, PER THE SOIL REPORT ON FILE; OR -------------' \ I ! I ', \ I \ \ \ 2. SUBJECT FOUNDATION AREA WILL REQUIRE REMOVAL AND RE-COMPACTION OF THE F"/LL MATERIAL WITH OBSERVATION AND REPORT FROM SOIL ENGINEER OF RECORD. \ \ ! 1---1 SS-- ' I ' 160 I 161 0 ' /f -162-,_ LL-----1..l.J;j_ I ~ ---"',6,2_ '---,...__, '---, .......... , 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 \ \ 1 \ \ I \ I \ I \ I I ' I I I ' \ \ \ ' \ I ', \ \ 't \ • I ' ' ' ' I ·, \ \ I I ' I ,, I \ ' I _,. .> 0) CP ~ @J FINAL SURFACE OF THE FILL MATERIAL SHALL BE GRADED WITH A TILT FROM NORTH TO SOUTH WITH A MAXIMUM SLOPE OF NOT TO EXCEED 2%. @J REMOVE TOP OF CONCRETE WALL FROM THIS AREA AS NECESSARY TO ACHIEVE A FLUSH SURFACE WITH THE WALKWAY. ' I , l ~_::i. ~ .> CJ) (j) (j) ~ ()1 0) -.I ' GRADING NOTES: / ..t""'" 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 5-5 I "\Q / / I I ( \ \ \ QJ FINISHED SURFACE OF THE PLAYGROUND WILL REMAIN PERVIOUS, ALLOWING FOR INFILTRATION OF MAJORITY OF THE RUNOFF. 0 0 PORTIONS OF THE IMPROVEMENTS IN THIS AREA REQUIRES REMOVAL TO ALLOW FOR FORMATION OF SMOOTH GRADING OF THE FINISHED SURFACE (E.G. TOPS OF RETAINING WALLS, POOL COPING, ETC.). FINAL GRADING SHALL BE TILTED TO THE EXISTING DRAINS FOR RUNOFF COLLECTION. GJ EXISTING STORM DRAINS AND WATER PIPES EXIST UNDER THESE AREAS AND SHALL REMAIN INTACT. THE POOL IN \ \ \ \ \ \ I I I I ~ \ \ \ I I I \ I \ \ \ \ ' \ \ \ \ I 1930 Watson Way, SUite "A", Vista, CA. 92081 Phone: 760-599-8585 Fax: 760-599-8901 E.mail: mg@cdgeng.com I ScHE3ET I crTY oF CARLSBAD I SHEETS I 1------+---+----------------+---+---t--+-----I ENGINEERING DEPARTMENT 4 1------+---+----------------+---+---t--+-----I 0------+---+-----------------;---+------t---+-----1 GRADING PLAN FOR: FILLING EXISTING POOL ONE LEGOLAND DRIVE, CARLSBAD, CA 92008 SHEET TITLE: PROPOSED GRADING PLAN 0------+---+-----------------;---+------t---+-----1 APPROVED: JASON S, GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE t---cD'""AT=E-+-IN=lllcccA.,-L +----------------+-□-A-TE-+-INI-TIA-L-+-D-A-TE--t--lNI-TIA-L---1 RVWD BY: --PROJ. NO. CDG0205022 DRAWING NO, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: DATE: 04/16/2022 TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENG/NEEF, THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC!PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WH£R£ THE AREA BEING HYDROSEEDED IS NOT VIS/BL£ FROM EITHER A PUBLIC STR££T OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE H YOROS£EDING. i. ALL 5££0 MA T£RIALS SHALL BE TRANSPORTED TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND A GR/CULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH£ HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECH AN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEED/NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANE.NTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED!NG IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HAVE /RR/GA T/ON INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE. MET. JUTE., EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GE.RM/NAT/ON OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. EROSION CONTROL PLAN SE-1v---....... t I, \ ....... ---- SE-10 SE-6 a . \__ MCK or 5/DEWA!..% NGiES: GP,4Vcl FILLED SAf✓Df3,cGS STACi<EU T!Gh'TLY PIA:\ VIEW 1. PLACE CU!cB TYi"E SEDIMENT Bl'Rif/ERS ON GENTLY SLOPING STF:i:£1 S£CU£NTS. WHER~-W?TE::? CAN ."'OND ,'ND Pi_W:1/ SEDi!.lENT ID 5£PAR.'.T£ ~7':011 RUNDFF. 2. S,.:.O/{)iJAGS 0."" £/THE"!? BURLAP DR WDViN 'GEDTEX,".'U:' FABRIC. /JR£ F;HED WITH GPAl-fl. LAYEl?EO 4ND PA.CXEO T!C.'--il!.Y 3. L£4V£ A ONE YJ'l08AC CAP IN THE iOP c?Of1 TQ PR!)V!!)E ,< SP!CCWAY ,=-op Of£HFLOW 4._ f,"/SPECT /3,ARit!ERS /'.ND REMOLI.E" SEDIMENT /.(7£','? £AC/-! STORM c-/ENT. SEDIMENT AND CPAVEL MUST 8£ REMOVED FROM i."E° i?A'IFLED H>'Y IMMED/?TEJY @l Fll.EO CJRBGTT• • CURB AND GUTTER I . SED!ME'iT BARRIER SE-10 a SE-1 SE-10 I "--.Y7 ,f BACK QF SIDEWALK ~ A GR£/2:L FillEC. SANDB,L.GS Ai?£ ST~CKED TIGHTLY---., ' A / / / l\lvM-1 I IWM-21 IWM-31 IWM-51 IWM-81 IWM-91 ISE-1cj '<. \ . \\ _,,,. ,,. _.,. ; / . SE-10 PLAN VIEW / CURB INL..'7 , ( SIDEWALK . . \ '-v-:±:c;/ I -----, SE-6 ' 2<1""' STPENGiH FILTER FABRIC NEEDED 71/Tf-!Oi.,I WIRE MESH SUPP':!Hi ~ . ~ / (; ·•--~~ ~~ STEEL OR~ \ WOOD PDS> \ \ ATTACH FILTLR FABRIC 5£CUREi Y TO UPSTREAM ' SIDE CF P:JST STEEL Of? WXO POST 35» (Im) H!Gh' l~X. , POMJ,WC HDCHT :1 l i ~ ' \ SECTION "A" GRAVEL BAG BARRIER \ \ \ \ \1 (, \ \ \1, 9 '1 '1, \ \ i )-,: \ I : \ ~ n 1 .. H : I , I o J ~L I i' i' r ' 11 ! (/1 ~) 0 10' 20' SCALE: 1"=10' LEGEND DESCRIPTION SE-7, SILT FENCE SE-6, GRAVEL BAG WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MA TER!AL USE WM-3, STOCKPILE MANAGEMENT WM-5, SOLID WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT SE-10, STORM DRAIN INLET PROTECTION DRAINAGE DIRECTION EROSION CONTROL NOTES SYMBOL = WiA-7 WM-2 Wl/1-3 WM-5 WM-9 SE-70 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MR. ALI BEMAN/AN AT 760-855-3688 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG 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. FOR PROJECTS COVERED BY STATE SWPPP /W0/0, IN ACCORDANCE. WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TEO. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 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 £ROS/ON 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 PRE.CAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL 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 OE.VICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). 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 SEO/ME.NT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. 1930 Watson Way, Suite "A", Vista, CA. 92081 Phone: 760-599-8585 Fax: 760-599-8901 E.mail: mg@cdgeng.com • FLOW ~ .....__ :1 l >----,---+------------+---+---+---+----II SCHE4ET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~===:'_'::=========='....':=:===~ NOT£:;:- ' 1. PLA:'.:£ CURB TYPE SEDIMENT 8!;R/i'£RS ON CENTI_'( SI.OP/NC STREET S£:!MENTS !W·i£RE !}~ER CAN FOND AND ALLOW SEV!MENT re s~-P,'RATE FROM RUNOFF. 2. £4/\IDBACS, OF E!THEP BU.'?LAP OR /110'/EN CEOTD'TIL£ FABR.'C, AR£ FILLED m~H CPAVa, /AYE"RD) ANO PACKED TIGHTLY ' .J. LE11/E ONE SI-NOBrlG GI-P ,,v T:-fE iOP I ROW iO PROV/OE A SP,'Ll/'IAY FOP 0V£RFLG~I. 4. INSPECT BARR.'EFS AND REMO'/E SED.(tf/CNT ! t!,,fiz t51'./;~R¾.:£1J=~ ;%g;;4~~ AND Tk'V£LEO WAY IMM[DIATFLY CURB INLET SEDIMENT BARRIER (SANDBAGS) INSTALL!LTION WITHOt:T TRENCHING NOTES: l. SIU FENCE Si-!ALL BE FU.CED ON SLOPE CONTOURS TO MAXfl.f!ZE PONDNG E/TIC/£.,VCY. ~ 2. /NSPECT AND REPAIR f"Et'/CE AFTER £4.CH ~ £7"/:/!f.sff:f!'T t~'C:2J§;;,o;J Jf?!!:/5.~'T WhEN r i?EC?MME/10£0 Sto,'?AGE HEIGHT. l 3_ Pewovm S£01Mo1T 5µ_,4u BE DE"POSIT£D f 'fw]fjE:VJE~l!!.'}'r,f':J.,J-'°[,_/fC!jffR)i%[f,wENTLY I SJ;4B/UZ£D. @ ~l.EOSIL1rEl>C NOT TO SC,:,L£ SILT FENCE DA TE INlllAL DATE INITIAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: FILLING EXISTING POOL ONE LEGOLAND DRIVE, CARLSBAD, CA 92008 SHEET TITLE: EROSION CONTROL PLAN APPROVED: ENGINEERING MANAGER RVWD BY: __ _ CHKD BY: JASON S. GELDERT RCE 63912 EXP. 9/30/22 DATE PROJ. NO. DATE: CDG0205022 DRAWING NO. 04/16/2022