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HomeMy WebLinkAboutDWG 524-8; 6616; FIRE STATION DRAINAGE IMPROVEMENTS; 01-05FIRE STATION #1FIRE STATION #5FINAL PLANS FOR FIRE STATION DRAINAGE IMPROVEMENTS FIRE STATION #1 1275 Carlsbad Village Drive "DECLARATION OF RESPONSIBLE CHARGE" ;--;' ,:JIAKE CA<A>ERA ,,!>,:::::::_~~=-====~F,JRE STATION #5 /'--__.., 2 540 Orion Woy "" VICINITY MAP NOT TO SCALE SHEET INDEX SHEET NO 1 2 3 4 5 DESCRIPTION TITLE SHEET NOTES DETAILS IMPROVEMENT PLANS -FIRE STATION 1 IMPROVEMENT PLANS -FIRE STATION 5 REFERENCE ORA WINGS DRAWING I DWG 808-2 DWG 804-5 PROJECT NAME FIRE STATION 1 RENOVATION FIRE STATION 5 PHASE 3 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 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: MICHAEL BAKER INTERNATIONAL ADDRESS:5050 AVENIDA ENCINAS, SUITE 260 CITY,ST: CARLSBAD, CA 92008 TELEPHONE: 760-4 76-9193 BY: ERIC AUGUST ZIELKE RCE 77895 DATE: JUNE 30, 2020 REGISTRATION EXPIRATION DA TE: JUNE 30, 2D21 PROJECT NO. 6616 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR KEITH BLACKBURN -MAYOR PRO TEM PR/YA BHAT-PA TEL -COUNCIL MEMBER CORI SCHUMACHER -COUNCIL MEMBER SCOTT CHADWICK -CITY MANAGER Michael Baker INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 ■ FAX 760.476.9198 ■ www.mbakerinll.com e,'f..'-~ ~~· <t,;'-s<o ) ~ Ci~ ~ y~K\~ ~ t) ~ ~ /"\~ FIRE STATION #1 KEY MAP NOT TO SCAL[ \ FIRE STATION #5 KEY MAP NOT TO SCALE "AS BUILT" ERIC A. ZIELKE. PE 05/19/2021 RCE77895 EXP.06/30/2023 DATE REVIEWED BY: SCOTT LYLE PE 05/19/2021 INSPECTOR DATE I SH1EET I CITY OF CARLSBAD I SHEETS I t----+-----+--------------+----+-----,---+-----t PUBLIC \vDRKS DEPARTMENT 5 l----+-----t--------------+---+-----l---+-----1 IMPROVEMENT PLANS FOR o---+----+------------------,f---+---+----+---------1 FIRE STATION DRAINAGE IMPROVEMENTS TITLE SHEET APPROVED HOSSEIN AJIDEH, PE 1----+-----t--------------+---+-----l---+-----1 ~EN:::G::::IN~EE::::RIN::::G::::::M:;;A::::NA:::::G:::ER:;-;::::=P:::::E::::::7::::59::::91::::::==6:::::::::::30:'.::::2:::::0~22';::::=D:::::A::::TE::::::=~ OWN BY: CM PROJECT NO. I DRAWING NO. CHKD BY: ~J=M-6616 524-8 RVWD BY: EZ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ” ” CUT AND GRIND OPENING CONCRETE SEALANT 18" R=3/4" TYP DEPRESSED GUTTER 1/2" AT OPENING DEPRESSED GUTTER 1/2" AT OPENING ISOMETRIC SECTION A-A 1 CURB OPENING MODIFICATION N.T.S. PERFORATED PIPE PER PLAN WITH NON-WOVEN HIGH PERMEABILITY FABRIC BASIN BOTTOM BASIN BOTTOM IE PER PLAN _ ,,,-ROCK SURROUNDED BY / GRAVEL AT OUTFALL PLAN VIEW COBBLESTONES ON 2: 1 SLOPE ffi PIPE PER PLAN PROFILE VIEW 0 PIPE OUTFALL TO BASIN N.T.S. 6" MIN. 36" MIN 6" BERM COB STON SEE NOTE FLAT BOTTOM PER 2: 1 M PLAN SIDE PES (TYP. !TH l----"'36=-'~' ""M""'AX'-'-.'-----.-j COBBL ONE EXPOSED DRAINAGE LAYER FIRE STATION #1 1. DRAIN LAYER: 3/4 WASHED ROCK. DISTANCE. PER PLAN KEY-IN LINER TO NATIVE SUBGRADE AND BURY. PLACE UNDERNEATH PIPE FOR BASIN AT FIRE STATION 1 NON-WOVEN HIGH PERMEABILITY FABRIC 6" MIN. 36" MIN 2: 1 MAX SIDE SL (TYP.) W H COBBLESli NE COB STD SEE NOT 36'" MAX. EXPOSED DRAINAGE LAYER FIRE STATION #5 1. DRAIN LAYER: 3/4 WASHED ROCK. NON-WOVEN HIGH PERMEABILITY FABRIC 2. SEPARATION BETWEEN DRAIN ROCK AND EXISTING SUBGRADE WITH NON-WOVEN HIGH PERMEABILITY FABRIC. 2. SEPARATION BETWEEN DRAIN RDCK AND EXISTING SUBGRADE WITH NON-WOVEN HIGH PERt.EABILITY FABRIC. 4 3. SLOPE SIDES: COBBLESTONE/RIVER ROCK TO BE 4" -6" 3. SLOPE SIDES: COBBLESTONE/RI VER ROCK TO BE 4" -6" EXIST RIBBON GUTTER 0BASIN/SWALE CROSS SECTION N.T.S. EXIST RIBBON GUTTER EXIST.FLOW LINE . ·. . : ·. 7% ··y····'·• ... . . . . ...;.__ ·.--...._ ----. ·.. ·--... •.• .. --;-... :-.· .. ~ .. -·~ ... -.· .. -.· .. -.. · .. -.-.... -. _,;,-.;::_,-.;_~< /. ~ ·• TJo,,,___ . -'-== -• .. ~ •v -- -· .· 7 . · ··.· -PROP CATCH BASIN .,-c..;:::,,~-~ ;Sz 2c 77 SIZE PER PLANS .. ---. * . -----. -------. . ~ -----. ' . . . . . . SAW-CUT SAW-CUT ON EXISTING JOINT "AS BUILT" RIBBON GUTTER TRANSITION TO CATCH BASIN ERIC A. ZIELKE, PE 05/19/2021 RCE 77895 EXP. 06/30/2023 DATE N.T.S. REVIEWED BY: SCOTT LYLE, PE INSPECTOR 05/19/2021 DATE ~~~::~~: ~~ !~~~~Ngp~~~~GD~~~~~ICATION ~:~~:j~~ ~~ !;~~~~ ~~ I SH3EET I CITY OF CARLSBAD I SHEETS I ,-0~5/~19~/~21-+-~E=z--t=.&,s=-3-6~" _M_A_X_E_X_P-OS_E_D-DR_A_I-NA_G_E-LA_Y_E_R ___ -+-0~5/-1~9/_2_,1 -E-Z-,-0~5/-19~/-2-+1 _S_L___, PUBLIC \,/ORKS DEPARTMENT 5 l-'-~.--t---F~-'-="~~~~~~~~~~~---t-=~-=-t~~-+~~+-----1 05/19/21 EZ &36" MAX EXPOSED DRAINAGE LAYER 05/19/21 EZ 05/19/21 SL IMPROVEMENTPLANSFOR FIRE STATION DRAINAGE IMPROVEMENTS DETAILS E 0 0 ro "' w z z ..,: 3:: z F (/) "' " ~ 0 (/) _J ~ w 0 I r'l 0 0 I ro ~ "' "' " / 0 z ..,: 7 0 0 ..,: u / (/) f--z w ::;; w > 0 "' 0.. ::;; w (.'.) ..,: z <( "' 0 z 0 F ..,: f--(/) w "' 0::1 ro ~ "' "' " / i": ..,: 0 0.. / f--0 0 "' Michael Baker APPROVED HOSSEIN AJIDEH, PE ~ (/) ENGINEERING MANAGER PE 75991 6 30 2022 DA TE "-3-INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 ■ FAX 760.476.9198 ■ www.mbakerinll.com DA TE INITIAL ENGINEER OF WORK ..,: REVISION DESCRIPTION DATE INITIAL DATE INITIAL JM ~ CHKD BY:~=-6616 524-8 ..,:u DWN BY: CM PROJECT NO. I DRAWING NO. ~ OTHER APPROVAL CITY APPROVAL RVWD BY: EZ L.-----------------------------------------------------------------------------..:;~~~~;;;;~~~~~~~~~~~~;;;;:~~~~;:;;~~~~~~~~~~~~~~~~~~~~~~::- FIRE STATION # 1CARLSBAD VILLAGE DR FIRE STATION #1~ I I I §~ • I> t> "' I> "' I\, 1 4 w w w w ✓ I>-5 LIMIT OF'\. TOPOGRAPHY '\.._ I> " . I "' _,. I> N t> N s ~ t> I> "' "'· I> N (,,I "' . "' : I> . "' ® t> I> I> ., I> z <( 0::: 0 LL 0 I> 0 0::: • n "' j . t, ~ b t> "' s I> "' I> "' t> --.,. 0 ~ z <( 0::: 0 I-LL -0 ::::) 0 0 z 0::: o. 0 n _J 0 !~-8-® ffi ~ 1 0 I a 0 ---0--.1> "' "'· _..._I> z <( 0::: 0 LL 0 0 ·i, 0::: n t> "' _.> "' N t> ..,,._ ·i, .. t, 1275 CARLSBAD VILLAGE DRIVE I> . z <( 0::: 0 LL 0\\Y,,, 0 ~<il/ Y'. ._,., 0 ~/ 0::: 1/ I> ,... -✓--:: @ n ,... . "' I I> I ., LL LL 0 0 oz Oz [~==---==:::-_J O:::<( O:::<(IJ~-~~ BEARING/DELTA N87"15'29"E I> "' I:> "' t, "' I> t, "' I:> I> STORM DRAIN DATA SLOPE LENGTH NOTE 0.8% 24' 6" Sa+-40 PVC *WITH WATER TIGHT JOINTS z <( 0::: 0 L 0 0 0::: '-st-x • n = I> • ·I> . I> .. "' I> I> t> .. -® "' I>. t>. "' I> z <( 0::: 0 .L 0 0 0::: • 'Sf X ;.,, t> I> \>· I> I> .. t> ~ t, I> .. .. I> "' i,t> CONSTRUCTION NOTES CD SAW CUT EXISTING ASPHALT. @ REPLACE EXISTING CONCRETE SWALE IN KIND. @ INSTALL 12" X 12" DRAINAGE BOX WITH TRAFFIC RATED GRATE. (!) REPLACE EXISTING ASPHALT PAVEMENT IN KIND. CONTRACTOR TO MATCH EXISTING ASPHALT COLOR AND TEXTURE @ CONSTRLX:T ROCK-LINED SWALE PER DETAIL 2, SHEET 3 @ PROTECT EXISTING LANDSCAPE IRRIGATION IN PLACE. IF DAMAGED, RESTORE IN KIND. @ CDNSTRLX:T STORM DRAIN. INSTALL PER CSD S-5 @) CLEAR AND GRUB. @ REPLACE EXISTING AC BERM IN KIND. @ REPLACE EXISTING JOINT IN KIND @ INSTALL PIPE OUTFALL PER DETAIL 3, SHEET 3 REFERENCE NOTES U) EX WATER METER PER DWG 808-2 @EX UNDERGROUND ELECTRICAL PER DWG 808-2 © EX UNDERGROUND ELECTRICAL @ EX UNDERGROUND TELEPHONE @ EX UNDERGROUND TELEPHONE PER DWG 808-2 (!) EX 3" PVC DRAINAGE PIPE @EX FIRE HYDRANT PER DWG 808-2 @EX SEWER LATERAL PER DWG 808-2 @) EX CABLE TV PER DWG 808-2 @EX GAS LINE PER DWG 808-2 @} EX ELECTRICAL TRANSFORMER PER DWG 808-2 @ EX ELECTRICAL PANEL PER DWG 808-2 @) EX GAS METER PER DWG 808-2 @] EX GAS VALVE @EX IRRIGATION VALVE @) EX UNDERGROUND CABLE @) EX CONCRETE DRAINAGE SWALE @EX STREET LIGHT PER DWG 808-2 @EX AIR LINE @ EX BIKE RACK GENERAL NOTES 1. CENTERLINES AND RIGHT-OF-WAY LINES SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS, ASSESSOR'S MAPS, AND CITY TOPO . 2. CONTRACTOR TO VERIFY ALL CONFORMS WITH EXISTING IMPROVEMENTS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO REPLACE EXISTING STRIPING AND SIGNAGE DAMAGED DURING CONSTRUCTION. 4. CONTRACTOR TO DEWATER TRENCHES AS REQUIRED. 5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS NOTED ON PLANS. 6. CONTRACTOR TO REPLACE IN KIND ANY LANDSCAPE AND IRRIGATION DAMAGED DURING CONSTRUCTION. 7. ALL EXISTING UTILITIES AND SITE FEATURES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. REFER TO REFERENCE NOTES FOR EXISTING UTILITIES AND SITE FEATURES. BENCHMARK DESCRIPTION: 2.5" DISK STAMPED CLSB-122 LS. 6215 LOCATION: ON NORTH SIDE CUR OF CARLSBAD VILLAGE DRIVE, 0.1 MILES WEST OF HIGHLAND DRIVE 111 FEET WEST OF THE EAST EXIT TO THE CITY LIBRARY RECORD FROM: R.O.S. NO. 17271 ELEVATION: 127.190 M.S.L DA TUM: NGDV29 E 0 I') 0 a'.) ll' w z z <{ 3: z F VJ ll' "" ~ 0 -I o._ ::;; I >l-o 0 I a'.) -ID ID r---:;;-0 z -0: 7 0 0 -0: ;;--~ z w ::, ~ 0 ll' o._ ::;; __ ~iii:!!ii~~~~~~~~E'E~~~-ii.=i~S~ -"=::~;;:;;;:;_:;;_~S~D.-;;-;;_-;:;-;;;;;;;:;;;;-;;;_ __ .,._,_,,!E!!!!E_□-,e:;-~-,.._;,;;..;a;;;;;,;iii:ii,w~~~-;;;;;;;;;;~;;;,;;;;_~=;;;;;;=J,;1_2~J1~~-EF~---eiiiiii~;_:;;;;;;,o""""'""""'""C!!!➔._i__ "AS BUILT" ERIC A. ZIELKE, PE 05/19/2021 w "' -0: z <( ll' 0 N 0 o~ >N CL II • _J n LL z <( 0::: 0 ~ SCALE: 1"=10' z <( 0::: 0 • 'Sf Michael Baker 10 5 0 10 20 30 I'--------'~ I 1--------<1 RCE 77895 EXP. 06/30/2023 DATE SCALE: 1"~10• REVIEWED BY: SCOTT LYLE, PE 05/19/2D21 INSPECTOR DA TE 05 19 21 EZ BASIN LOCATION ADJACENT TO EX. BUSH 05/19/21 EZ 05 19 21 SL LL] w 05/19/21 EZ STDRMDRAIN LENGTH 05/19/21 EZ 05/19/21 SL SH4EET CITY OF CARLSBAD SHEETS i=-~~-=:a---'.-.:::..:..:::=::.::.:.:c:..:...::=::..:..:..:.-------.i.=::....:.:::..:.+...!:!:......l.:::...:.::..:~.::::...--..1 PUBLIC lo'□RKS DEPARTMENT 5 l----+---1------------------11-----1----1----1---1 FIRE STATION DRAINAGE IMPROVEMENTS z 0 ;:: ~ VJ w ll' i;:I a'.) -ID ID r---:;;-~ -0: 0 o._ ,::'.' IMPROVEMENT PLAN-FIRE STATION 1 g ll' '-----------t----1-----l-----------------1----1----l--..L.--J I APPROIIED HOSSEIN AJDai, PE ~ 5050 AVENIDA ENCINAS, SUITE 260 1----+---1----------------1----4-----11-----l-----1 _ENGINEERING MANAGER PE75991 8/30/2022 DAlE ~ INTERNATIONAL CARLSBAD, CALIFORNIA 92008-4386 DA1E INITIAL DAlE INlllAL DA1E NllAL DWN BY: CM PRO.ECT NO. I DRAWING NO. ~ 760.476.9193 ■ FAX 760.476.9198 ■ www.mbakerinll.com 1---------11---....... -----1 CHl<D BY: ,/M 6616 524-8 ll' ENGINEER a-WORK REVISION DESCRIPTION O'IHER N'Pfl.fNAL CITY APPROVAL RVWD BY: EZ -o: 1,. ________________________________________________________________________________ ..,:;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~