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Home My WebLink AboutDWG 538-5A; CDP 2021-0024; BLAUVELT RESIDENCE; 01-05xxxxTK/JN DocuSign Envelope ID: 62B3315A-B0A1-49FC-9B22-E7313620445A2/16/2023 TK/JNX ~Q.4L APN: 204-131-13 i j --------L ----CH----X 56.30 LEGEND BOUNDARY SITE WALL TO REMAIN EDGE OF PAVEMENT WOOD FENCE TO REMAIN OVERHEAD ELECTRICITY LINES c· . v . :J CONCRETE CD WATER METER S.N.F. SEARCHED NOT FOUND I I I I RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax ENGINEER OF WORK ) (:;( ('-·,_) I HER~~~)J:CLARE THAT I AM THE ENGINEER OF WORK FOR THIS 1 o/itT AND T I HAVE EXERCISED RESPONSIBLE . 11 /30/22 7 DOUGLAS E. LOGAN ..,,.....,..__ C 39726 EXPIRES: 12/31 /23 ,~ 0 L!l -;;= ' "' v --0 NOTE: CONTRACTOR TO KILL EXISTING GAS SERVICE PRIOR TO DEMOLITION OF ANY STRUCTURES. SEP ARA TE BUILDING PERMIT SHALL BE OBTAINED FOR DEMOLITION. 5 2.5 0 V) --4 :;o rrl rrl --4 5 SCALE IN FEET SCALE: 1'' = 5' -"'"· ,· wm,~/ MAIN PER DWG. NO. 101-9 EXIST. SEWER MAIN PER DWG. NO. 101-9 I I T J, 10 I i,~ I ',IC; II AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE I SH5TS I i--------t---+------------l---l--------1--__j____J I SH2EET I Cl TY OF CARLSBAD ~=::::::.-=::=:::::::E::::NG::::IN:::E:::E::::Rl::::NG:::::::D::EP::::A::::RT::::M:::E::::NT::::::::==:'....::::::::::::::: GRADING PLANS FOR: BLAUVELT RESIDENCE 3259 LINCOLN STREET GR2022-0028 EXISTING TOPO & DEMO PLAN APPROVED: JASON S. GELDERT t----t-----t-fl\,.-----------------l----1----l-------1L-_J CITY ENGINEER RCE 63912 EXPIRES 9/30/24 DWN BY: _..,.A,J.__I _ CHKD BY: DATE DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO. RVWD BY: CDP2021 0024 DRAWING NO. 538 SA I (.? z >--w > O:'. ::;;: ::) 0 (/) 0 ~ 0 (/) (.? w z u -O:'. O:'. @ w <.:) w ::) z 0 (.? 0 z w _J _J <( <( ::a: I-(/) w <( ...______ 0 ...______ u 0 N LO :r: ~ u r<) z I <( 0 O:'. ~ LO w ~ ::,; 0 <( (0 r----z ~ (/) 0 O:'. z w w w z z (.? 0 z :r: w Q.. DocuSign Envelope ID: 62B3315A-B0A1-49FC-9B22-E7313620445A2/16/2023 TK/JNAPN: X :::b.LL EXISTING RETAINING WALL PROPOSED SMALL CURB/WALL PER "C-9", OR KEYSTONE WALL 2' HIGH MAX. (TYP.) VOID FILLER -1 /8" T 3/8" (NO. 8) AGGREGATE IN VOIDS SOIL SUBGRADE NOTES: ( \ X -,G.3-J \ I PROPOSED SMALL CURB/WALL PER "C-9", OR KEYSTONE WALL 2' HIGH MAX. (TYP.) 3-1/8 INCH PERVIOUS PAYERS W/ MIN. 3/8" VOID PER SOILS LETTER I I I \ "X16" PCC FLUSH CURB OR DEEPENED G-1 CURB ; '!-?7"" ,, W-!' -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAYERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL -SUBDRAIN MAY BE REQUIRED. PERVIOUS PAVER DETAIL NOT TO SCALE .)'. :~::-:,.?,/ ( :):, . ..5i) \ \ ' , ,/2''1' L .. _ t: \ / \ / w "' z \ cc _J \ s: " 0:: \ X X 53,65 :=;1 .?c, ~,.\()4 I ,r----1--,t, ,__,.__,-ft. (E) SITE WALL 1.5' I 1,47'1 2.06' (E) GROUND I TW 1PER PL N I X ~14.0: PROPOSED BUILDING PROPOSED SMALL CURB/WALL PER SDRSD "C-9", OR KEYSTONE WALL 2' HIGH MAX. (TYP.) (P) GROUND -1,i; ~1' (E) GROUND (E) RET. ( / ( / I "' '. r:: 'I '-.:..:'./ 2.5' I 2.33' I (E) GROUND I TW PER PLA ENGINEER OF WORK RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax CLARE THAT I AM THE ENGINEER OF WORK FOR T AND T I HAVE EXERCISED RESPONSIBLE SIGN OF THE PROJECT. 11 /30/22 DOU GLAS E. LOGAN C 39726 EXPIRES: 12/31 /23 10' X 1_:_:'...2G '½ (P) PATIO ' I X i=-)~--~,q I I 1 J X ~)-~ 01 / --~ i: 7 -r;,: •J l;'X-+ [(E) W.M. SE~VING c 3267 LINCOLN ST. _i_ PROPOSED BUILDING PROPOSED SMALL CURB/WALL PER SDRSD "C-9", OR KEYSTONE WALL 2' HIGH MAX. (TYP.) 4" MIN. STEPS PROPOSED BUILDING PROPOSED SMALL CURB/WALL PER SDRSD "C-9", OR KEYSTONE WALL 2' HIGH MAX. (TYP.) X 51.4L 1/ (P) \ X :-=-10 Rl \ \ \ \ 1 I EXIST. MANHOLE~' I PER DWG. NO. 101-9A \ .. ~ ... x \ Ix ! ...... _,/ \ \ i/ I\ \ \ X EXIST. 6" WATER_)/ MAIN PER DWG. OR 19.2' [JE) 1" WATER SERVICE PER DWG. 101-9A r -z (') 0 r Z LO (I) I -I :;:o rr1 rr1 u; \ oLIJ4 NO. 101-9A \ \ \ T \ \ . . r '\ ,~--, :) ., . :;! i EXIST. SEWER MAIN PER DWG. NO. 101-9A I I I I ::_.r, I ~--~ 1~1 X ~ / L ft. 2.13' .38' 1.5' (E) FENCE TW lER PAN (, I T / 5 .07 7 (E) GROUND 5 2.5 0 5 SCALE IN FEET SCALE: 1" = 5' 10 (') z >-w > ci:::::;;: :::) 0 (/) 0 ~ui ~-----------------~,aw II AS BUil T" z ~ RCE __ _ EXP. ___ _ DATE Cl:'.@ We:, W=, Zo (') 0 z -------------------w~ REVIEWED BY: _J <( <( ::a: !nw INSPECTOR DATE <C '-... .-,--.---------------r-,--r-,--r:===;--:=~~=:::;;::::::;:::::::;;:::==;;:::::::;;::::::;::::::::;:;::::;-;::::::::::::::::::::;18---..... t----+----+------------+----+---------+------t I SH3EET I Cl TY OF CARLSBAD I SHE5ETS I ~ ~ ENGINEERING DEPARTMENT ~==~==================: u~ ~ ZI GRADING PLAN FOR: BLAUVELT RESIDENCE 3259 LINCOLN STREET GR2022-0028 GRADING PLAN APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 24 DATE <CO ci:::~ I[) w~ ::,;O <( (0 z .!::;, (/) . ·O ci:::z w Ww DWN BY: -=A=,II__ PROJECT NO. DRAWING NO. Z z DATE INITIAL DATE INITIAL DATE INITIAL '" 0 CHKD BY: CDP2021-0024 538-SA ~ REVISION DESCRIPTION RVWD BY z :r: L----------------------------------------------------------------------------------------------------~;EN;G;1N;EE;R~oF~wo;R;K~----------------•o~~;E~R~A:P;PR:o;v:ALJ~c1~TY~AP;P~R~ov~A~L~~~~~=~~~~--------~----~lw~ DocuSign Envelope ID: 62B3315A-B0A1-49FC-9B22-E7313620445A2/16/2023 TK/JN DocuSign Envelope ID: 62B3315A-B0A1-49FC-9B22-E7313620445A2/16/2023 TK/JNX :::b.LL ; ; 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. X -,G.3-J \ \ \ \ I I I I \ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE (SE-1) · -t--f! · ;» • , I • .)'. ,-::,.-=-., ?,) X :):, . .5i) EXISTING EDGE OF PAVEMENT II • II NOTE: --r :::J --N55" 56' 18"E 91.10' X ~14.0: 15'MIN. /..z:f=*::.f:), USE GRAVEL BAGS, "/ SPILLWAY '<~ STRAW BALES OR OTHER I \ APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED 2" -3" COURSE (6" THICK MIN.) UNOFF DIVERSION RIDGE 12'MIN. t ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. STABILIZED CONSTRUCTION ENTRANCE (TR-1) NOT TO SCALE I "' '. r:: "i >...:..:'./ / X 1_:_:'...'.2() C • ., .l. BAGS HIGH (MAX.) BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. "" GRAVEL BAG CHECK DAM NO SCALE I SE-6 I X 51.55 X 51.4L X 2·1.42 TR-1 I I I I I I I I I er; X :-=-10 Rl X :50,78 I SE-7 I X ~, L \ \ \ \ \ 1 I I \ ! ' \ I\ ....... _,/ \ \ \ I\ \ \ X \ Jl.1]4 r -z (") 0 r z V) LO -I :::0 l"1 !'.l I u; \ \ \ T 1~1 .. I 7 './'1 \ \ . . r '\ ,~--, :) ., . :;! i I I I I ::_.r, I T I , . .07 5 2.5 0 5 SCALE IN FEET SCALE: 1" = 5' 10 (.? z >-w > O:'.::;;: :::) 0 1/) 0 ~ui (.? w zO -O:'. O:'. @ We:, W=, Zo (.? 0 z w _:_j _J <( <( ::a: !nw <(---...._ ~==;--;=:~~=:::;;::::::;:::::::;;:::=:;;:::::::;;::::::;::::::::;:;::::;-;::::::::::::::::::::;18---...._ SH5EET CITY OF CARLSBAD I SHEETS I O ~ .-------------------------------1 ENGINEERING DEPARTMENT 5 :r: ~ u r<) RANCHO COASTAL ENGINEERING & SURVEYING NAME OF PREPARER:_~D~O=U=G=LA=S~E=·~L=O=G~AN~---QUALIFICATION OF PREPARER: CIVIL ENGINEER ADDRESS: __ 3_1 O_VI_A_V_E_R_A_C_R_U_Z~, ~#_20_5 _____ _ SAN MARCOS CA 92078 C 39726 GR~NGP~S~: ~~ GR2022-0028 APPROVED: BLAUVELT RESIDENCE ci::: u=i 3259 LINCOLN STREET TIER 2 SWPPP JASON S. GELDERT w~ ::,;O <( (0 SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 z t::, 1/) • ·O PHONE NO: (75o) 510-3152 CITY ENGINEER RCE 63912 EXPIRES 9 30 24 DATE f5 2 ~, Ww SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax 1 ! ~ OWN BY: -=A=,I(__ PROJECT NO DRAWING NO Z Z y-0;;//1r--. . 39726 12/31 /23 11 /30/22 CHKD BY: CDP2021-0024 538-SA. ~ ~ L---------------------------------------------------------------------------------------------------------------~-----s;1;GN;A~W;R;E~------~R;.c~.E~./~C;ER~T~-~N;o~.-;u;c.~E;X~P~-;D;AT;E~-■D;A~IT~~~R~V~W:D~BY~:~~~~~--------~-----~w~ DocuSign Envelope ID: 62B3315A-B0A1-49FC-9B22-E7313620445A2/16/2023