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HomeMy WebLinkAboutHDP 2017-0001; DR MANEA PROPERTY LOT 52; Administrative DeterminationSDRSD D-75, -;,,.(__ 1YPE B, BROW DITCH • SLEEVE THROUGH EX RET WALL 383.3 !NV. BEGIN 6" WIDE CONG VALLEY GUTTER 382.85 FL (382.42 TG} (381.75 FL} PER DWG 475-2D CITY OF OCEANSIDE PACIFIC OCEAN 7a CITY OF ENCINITAS VICINITY MAP NO SCALE CITY OF VISTA CITY OF SAN MARCOS SITE 3• PVC SDR 35 AREA DRAIN PER DWG 475-2D (S80'2 8•53-W 59_15') LOT 52 OF MAP 15918 C.T. 08-03 3° PVC SDR 35 AREA DRAIN PER DWG 475-2D PAD 383.20 FF£ 383.87 fl=3'12'45" R=50.00' L= 2.80' ---------------------------------------------- / 3" PVC SDR 35 AREA DRAIN PER DWG 475-20 / / / SIDEWALK UNDER PER DWG 475-2D / -------- il 2\ / HILLSIDE DEVELOPMENT PERMIT FOR LA COSTA TOWN SQUARE RESIDENTIAL LOT 52 OF MAP 15918 LEGEND OWNER: SABIN AND EUGENIA MANEA 7298 smo UMA SHEET 1 OF 2 SHEETS H.D.P. 2017-0001 CITY OF CARLSBAD Administrative Permit Case No. /-J{),O J,_o/f\-0O0 I Exibi;·;_;~:-,":4-., -''C '' Date CJ /1 /,P.o '2 I RETAINING WALL PER SDRSD, C-05 AND C-06, />S NOTED. RETAINING WALLS TO MATCH EXISTING BLOCK WALL. INCLUDING TEXTURE AND COLOR CARLSBAD, CALIFORNIA 92009 --~ ~-· ~·.: -~·-~~ ~. DRAINAGE DITCH PER SDRSD CIVIL ENGINEER/LAND SURVEYOR / D-75, TYPE B CONCRETE STEPS PER SDRSD M-26, 7" RISERS EARTHWORK CALCULATIONS CUT FILL 190 C.Y. 195 C.Y. 5 C.Y. 0.111 AC. (GRADED) = 1,712 C.Y/AC. GRADING ANALYSIS ClJT: 195 C.Y. FILL: 5 C.Y • EXPORT: 190 C.Y. NOTE: 1. THESE QUANTITIES DO NOT INCLUDE SHRINKAGE OR REMEDIAL GRADING QUANTITIES. No. 59286 2710 Loker Ave West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-86B0 Odoy@Odoyconsullonts.com ' O'DAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA. 92010 PH. NO. (760) 931-7700 SOILS ENGINEER SCST, INC. 6280 RIVERDALE STREET SAN DIEGO, CA 92120 PH. NO. (619) 280-4321 REFERENCE DRAWINGS IMPROVEMENT PLAN DWG 475-2 PRECISE GRADING PLAN DWG 4 75-2D TOPOGRAPHIC SURVEY FIELD TOPO DATED 11/18/2016 BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE llMITEQ SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.QS. NQ 17271 (PT. NQ 71) ELEVATION: 173.24 DATUM: NGVD 1929 O' 10' 20' ----- SCALE: 1 " = 10' Civil Engineering Planning Processing Surveying .AUG l 5 2017 r.·~-,. ,-;:: ,---. i....,-,' "j DESIGNED BY: EZB DATE: AUG. 14. 2017 DRAWN BY: EZB SCALE: ,S SHOWN PROJECT MGR.~· ~JT~--JOB NO.: 161043 ENGINEER OF WORK DATE: JOANNE 1YlER RCE: 59286 G:\i61043\16L3G~'.::-des:gn2.dwg Aug 1 4, 2017 9:16am Xrefs: 1643VIC; 1643FMAP; 1643~STR w z ::; f- 0 -' 440~-------------~--~------~---------------,-----,----,- 1 ' 440 ' i 1 ! ' ! 430+----+,--+-----+--t-----+-----+----+--+---+---+---l--+---+--+----t---f----t-' 430 ' l ' I I i I ' i ' ' 420+----+:---+---,-: --+---+---+---+--+----+---+---I----+--+---+---'----+--~ ' ! 420 ! i l ' I "' 410+-----+----t---!--~~---'----+---f-+- ' ! I ' ,,..... REMOVE EXISTING / EXISTING GRADE I I// , PER TOPOGRAPHIC I RETAINING WALLS /i SURVEY DATED /! I 41C 11/18/2016 I I w z ::; 400 ' f-! 0 i -' ' ' I , ---/~ ,. ·~ / 11. 393,R 1 ,' TW FACE OI F BUIL.1DING --l FINISH GRADE PER DWG 475-2D ,-" I "-... I I : A--.-CU ' ! / ! I ! , I , ,--:,.~'/-,,,,_ _ i !O>A / 1 -(EX 388.50 TW) - BROW DITCH PER SDRSD i$;/~ ~ / '-u),@~ I _ i:ii, )w~ ~~ 3D~<{17~2D 390+---+------i--.,.---,---,--'-'-'-"-F---+-+-+-~....,:..:-+-Eillfwq,,,,~=----tf----+---+--'-i----++ I i I y RETAINING ~ ~ ; 1 9.6;.;,i_ 1 ! I ! RETAINING WALL I P_E~ SDRSD C-05 '%, ' _L __ 'l'fF', ,,__ t--j_ _ , PER SDRSD C-06 -, , ., 1---------+-----1 e::_ I --;---------- i : , l~y/ ; I i A iv-- +----+---+--+----+---+--t----+----+---'--+--+---4-~-+---+--+-.-,:-f----+JB0 "-" (38~.87 FF 1BLDG) ' , , (383.20 PAD) +----"---+---+-------+----+---+------------------1-------+---------PER DWG 475-2D-+-----+---< i 380 ! ! -·--I 400 390 I 370 I i l -1-----+---+---c----+----;---+--~---+-------,,----+-1 --+------+---+---+---+-370 ' I I i ' ' i I : f------+--·-----!--···-···------+-------'------+----!-------.. ~ ----,'----+--+----+----,,---+---+-----+--!. ----+ ' ! I ! ! 360 i I I +----'---+---~--f-----'-----+---'---+--~--+-----'----+,-----+,--~--+----'-J60 0 10 20 JO 4C 50 SECTION A-A HORZ. AND VERT. SCALE 1" 60 70 Ba 10' 450~--,-----------, ------.----------------,-----,--~--450 -----t-----·---+--~ -+-----------+-----! ! ' . 440 +----,,--+-----+---+------t----'---+-----t----'----1------+-' !-------------1-----' ---+--------~------!-------------+-------+-' i • I ' 430 +------+---t----+--..---+--~.---+----1---t----t----+-----+-- ! 420 410 400 ' ----------'-------·--1-------------·--··--------·--~--------,--------.. ,',--------+-------·----~ -----------+---+----------. . ' ' j ' i -' -l-----'-->--s--+---+-----+------+-----t------+--+----t-----+---+-------+f----+420 " " -+- ' -' i . -I ~ , ----EXISTING GRADE , r------,,; I,, /' PER TOPOGRAPHIC '"'le" ; I ' SURVEY DATED i i +------+---'---+----""i ,::;,,;;;,,"'-_ -,-+~,/-"-. 11/1~/2016 --+--~[ ---1--~,--i~--f--+-, ---+410 1,. ---,,.-"'-'<C I ··-~. 7_ -:::-FINISH GRAD,E_~~ -~. _w~ ~7i::2~ _!.------ 'r--i ~as:t_s:t~ 1W : ! I , ": / : • I I , \ : -.., : : • \ ][ ' I 393.83 TW --,-----+--+ 4oo . k£ II~"'~! / i BROW ~~~~· PER SDR~~~l~ _v r;,; W"-7,,,,,:~~5[;;;;-rµ·ftf--:1--,. -----; ,:---+---3R+l8-.5--1W+:---I 390 t----1----t--------+' ---·--+-'--+'--+-,,'/4"'.~"~,,,,Y.,,'----t---!t-'---7171':J,B,:lff,;;7· ,'+ ,,____,,,_ '~+--11--,-'----+'--+ 390 ! I I V:¥ /i ,,~--'--,, ! I • PE:~~~~;!~ -~ ----,/~~~--1 ·~~~ -~ ~ "'-~ - I RETAINING WALL __. . i /. · - 1 I PER SDRSD C-05 _/ ) ~ n':>/ V 380 +--+---+---'---+----+-----+--t----+--l---_;_--l--:/-t<':J7''-+--f-b6~4---+ 380 • , V '<1,7 ,,_, lZ . ! RETAINING WALL -":\'% l.. '. <,_r:, , PER SDRSD C-05 ,-, ' '---t---i---+-------------------------- • STOCKPILED AREA 370+----+----t---t---+---+-'--+---,----t--~--I-+----' I TO BE REMOVED-+-----+---+ 370 i ' f-----------+------I---------1--------+ --------·----·-----·· 360 ~---+---+-------+-,-----+----+,-----+--+---+-----+-----+-' 0 JO 20 30 40 50 SECTION C-C HORZ. AND VERT. SCALE 1" 60 70 1 o' 80 w z -' f-0 -' 440 I ! ' ' I I I -----------" .. -------·-·-.... -·· I ---·--·-·--t-------·-------------..... ,., .... _ ----t--------- ' ...... .,_ 430 ! I ! ! ' ' I i ' i i I ' ' ! ! ! _l I i I ' i i i ------.. ,.,,_,, ----- ' i 400 390 420 410 i ' ' I ' I I ' ~ I ' ! ~ ! ! I I ! '~ : i ! i I ~ EXISTING GRADE ! I ' ' ! ---·-"-s::: ---... _ ·-PER TOPOGRAPHIC ------j---I,_, ___ -----, • ., --" v1 ' ' r----" SURVEY DATED ! ' 11/18/2016 i ' 1r,~ .. ~ i /' FINISH GRADE PER -REMOVE EXISTING DWG 475-2D / / RETAINING WALLS ' I i ......... i '"" RS TIA/ ____ ,_,,_,_ -------------------~-------- "~ I I / I " ! ' " ' ' i----I ' ' I ~, ""'~ I ~,'j FACE OF BUILDING~ <,_r:, I / i I 1\-~-·-··--- '-, I : i --~--~ -' . ! ' ~ ,__-~, ""f'"""'"'" -·--·---~------~ V (EX 388.50 TW) BROW DITCH PER SDRSD D-75, , i ~ ~, ! ~ I (EX 382.70 TF) i lYPE B i ~~fr 'fee":-,_.; ' '<.c.~ ! PER DWG 475-2D ' I ' IV I ii:,' ----1'. i/' , i , ~! I ! I WALL I RETAINING WALL :-:,,P :J . ~ ' I -' RETAINING I ' PER SDRSD C-05 · , ~;c--~, I -----_J --_____ ,,,. ----------PER SDRSD C-06 ---t-------I . --~·-···· __ 9.67 --+··t/ --' I i , ! lYP. - 380 i i j I ' V ' A' ' I i STOCKPILED AREA_,,, ' I I ' ! I TO BE REMOVED / l (383.87 FF BLDG) -I l i i (383.20 PAD) --' l PER DWG 475-2D i i ! 370 I ' I I I I ! I i ! ! ! ! l I ! ----... 360 0 w z -' f-0 -' 70 450 440 I ' ! ' ! ' i ' 20 30 40 50 SECTION B-B HORZ. AND VERT. SCALE 1" : ' I I i i ! I ' 60 70 80 1 0' . 450 I I 440 ! ' . 430,---+---r---+----i--+----+---:----+--t----t-----+----+---+----'+430 ! i ', 420 t----"~"---t------t----,--+--+, --+----;-,--+--,'---+--~--+---4 420 " , EXISTING GRADE ' , PER TOPOGRAPHIC . i ! ' 1-----+---'< " '--I / --i -SURVEY DATED ---+---+----1---- '€1~,-11/18/2016 4 70 -f------+--'-----'f~>-c:'---+--+---+-,,--FINISH GRADE PER --+-----+---+-4 !O ;-, DWG 475-2D ! I ',1' I ' -~9R.R3 TW --··-+----'---+----' . i "-. '-.;. I I i ........__"<:: 400 +---:---t------j'----,----t---'-1 ----'fs-is::--l'-7'1,s-;---,-'---,;-;;J.-;;:;--:;,,,--l-1 --+----r+ 400 '"'--. ,,_,<3/ 393w, TW -671'--A ,1 1 I ,--. ~ 1/' ~ ----~~----+---f------,- BRQW DITCH PER SDRSD J;/58 j ~ /4r;,, '.'r-' '-',e,-);,-'.:."",-':o,. ":\'f.. ·--- 1 -TW I , I / ...,1$7 l..f :,,_~-l 390 +--+---+----+------f-------,",;,j,i-':!f----f--+------H-+-+'-¾:c-+--+.-<r--++ 390 [ RETA:NING wh -YR!:1NG lALL -k:; ,,, i ' ~ f_ ~: 380 ------,--PER SDRSD C-06 ----y-PER SDRSD C-05 -4{-• --l"_,,-+·-·sc::::__2:;,.':-~ I ' ETAINING WALL _/ c;t".:J ' ! 1 PER SDRSD C-05 / u ... ----·--·--.. ·-,,, v"· ,,__~, --t---+ 380 / ~ ---------------+---+---f---'--·----j---,----1------t------+------+-----< i 370 +-----+---+----+--+--------t---+----+---+-----l---'----1------+----'-+ 370 1-----+---+----+---t------+---t------t---+----+---'-I ------------t----r; 360 -j-----+---+------+-------+---+----+----'-----j---'-+--t----'----!----'-'-360 0 10 20 JO 40 50 SECTION D-D HORZ. AND VERT. SCALE 1" 60 70 1 o' ! ' i ' 440 430 420 410 400 390 380 370 360 No. 59286 C~/~T s 2710 Loker Ave West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 Odoy@Odoyconsu!tants.com G:\161043\16L3GRD-design2.dwg Aug 1L, 2017 9:19::m Xrefs: ':643\/IC; 1643F.V1AP; 1543FS--,-R SHEET 2 OF 2 SHEETS H.D.P. 2017-0001 DESIGNED BY: EZB DATE: AUG. 14, 2017 DRAWN BY: EZB SCALE: ~ SHOWN PROJECT MGR.· JT JOB NO.: 161043 ENGINEER OF WORK DATE: JOANNE 1YLER RCE: 59286 ------------------------------------------------- 5HRU65 BOTANICAL NAME GEANOTHUS 'JULIA PHELPS' KNIPHOFIA UVARIA ALOE STRIATA LAVANDULA STOGHES 'OTTO QUAST' VINES BOTANICAL NAME PLANT LEGEND COMMON NAME SIZE NOTES JULIA PHELPS GEANOTHUS 15 GALLON RED HOT POKER 5 GALLON GORAL ALOE 5 GALLON SPANISH LAVENDER 15 GALLON COMMON NAME SIZE NOTES FIGLJS PUMILA CREEPING FIG 5 GALLON ATTACH TO Y'IALL AT 10' 0.G. GROUNDC.OVERS BOTANICAL NAME COMMON NAME SIZE NOTES BAGGHARIS PILULARIS 'PIGEON POINT' DY'IARF COYOTE BUSH I GALLON PLANT ATS' O.G. GENERAL NOTES PRESCRIPTIVE COMPLIANCE NOTES 3. Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contraindicated by a soil test). 4. 75% of the plants specified shall average WUCOLS plant factor 0.3. Ficus pumila shall be irrigated on a separate valve. The total sq. ft. area of the Ficus vines is less than 25% of the landscape area, 5. A minimum three inch {3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. 6. The existing controller does not meet standards of Appendix D. It shall be replaced with a new controller. New controller shall be Hunter model Pro-C. Install controller with Hunter Solar Sync. 7. The existing controller is not the type which will lose programming data in the event the primary power source is interrupted. The new manufacturer is HUNTER and the Model# is PRO-C. 8. If available pressure is above 80psi, a pressure regulator shall be installed. The manufacturer shall be WILKINS and the Model# shall be 500 Series. 9. Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as possible to the point of connection of the water supply. 10.AII irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC 802 -2014. "Landscape Irrigation Sprinkler and Emitter Standard," All sprinkler heads installed in the landscape must document a distribution unifonnity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 80 2-2014. 11.Areas less than ten (10) feet in width in any direction shall be irrigated with subsurface irrigation or other means that produces no runoff or overspray. 12.At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance. LANDSCAPE MANUAL NOTES 13. Only potable water will be used for this project. 15."1 am familiar with the requirements for landscape and irrigation plans contained in the City of Carlsbad's landscape manual and water efficient landscape regulations. I have prepared this plan in compliance with those regulations and the landscape manual and agree to comply with all requirements when submitting construction documents. I certify that the plan implements those regulations to provide efficient use of water." Signature. __ 1wJa, ___ £.._._4i'-~-----Date. ____ 81_1_4/_1_7 __ _ 16.The D.G. sitting area has been eliminated. Ficus vines have been shown on the plans. The Ceanothus variety has been changed to Ceanothus 'Julia Phelps.' It has a spread of 6'-9' and a height of 5'-8.' 17.Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard 1-Cover Crop/Reinforced Straw Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of reinforced straw matting shall be as approved by the city and staked to the slope as recommended by the manufacturer. Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the year. b. Standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4-Trees and/or Large Shrubs Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) per two hundred (200) square feet. Slopes-6:1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. b. 3' to 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2 and #3. c. ln excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2, #3, and #4. Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as detennined by the City. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. ,, ,, .// / SDRSD D-75, -, "'l'PE 8, SRO\// ~'-'X'~'-:'-X' IYTo' LJ• av:-, LIMIT OF V"IORK AT DAYLIGHT LIN);: , ~/2_-,-' ,. ,£..' • ..!~ 'l,--,<,X SL::EVE THROi.!G~ EX 382-85 FL 382.52. Fl .. North I 0 5' 10' 20' SCALE, l"=I0'-0" TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE • lAND PIANNING 9903 BUSINF,S&>ARK. AVE SUITE 100 • SAN DIEGO, CA 92131 PH• (858) lil3-B824 FAX' (858) 1!13-Jl82 TOO JOB NO. 17--03 DATE 8-14-17 \ \ \ \ \ \ \ \ \ \ \ NOTE: SHEET ! OF ! SHEETS H.D.P. 2017-0001 HILLSIDE DEVELOPMENT PERMIT FOR LA COSTA TOWN SOUARE RESIDENTIAL LOT 52 or MAP 15918 CONCEPTUAL LANDSCAPE PLAN LEGEND RETAINING WALL PER SAN DIEGO REGIONAL DRAWINGS (SDRSD) C-05 & C-06 OWNER: SABIN AND EUGENIA MANEA 7298 SITIO LJMA CARLSBAD, CALIFORNIA 92009 LANDSCAPE TESHIMA DESIGN GROUP ARCHITECT 9903 BUSINESSPARK AVE, SUITE 100 SAN DIEGO, CA. 92131 PH. NO. (858) 693-8824 A WATER CONSERVATION PLAN AND ESTIMATE OF THE YEARLY AMOUNT OF IRRIGATION (SUPPLEMENTAL) WATER REQUIRED SHALL BE DETERMINED AFTER A SPECIFIC IRRIGATION PLAN HAS BEEN PREPARED. BENCHMARK DESCRIPTION: LOCATION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT COMMUNIT'f PARKING LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS R.O.S. NO, 17211 (PT. NO. 71) TOTAL LANDSCAPE AREA 2,431 SQ. FT. / I ;,;.r<, • \' il'.1 \ 0 ""' •' ... RECORD FROM: ELEVATION: 113.24 DATUM: NGVO 1929 CITY OF OCEANSIDE PACIFIC OCEAN /8 ··-v--, .ft:': I 0STA CITY OF ENCINITAS VICINITY MAP NO SCALE CITY OF SAN MARCOS c~/??~, DESIGNED BY: RT DATE: AUGUST 2017 DRAWN BY: MS SCALE: AS SHOWN PROJECT MGR.: RT JOB NO.: 161043 s 271 0 Loker Ave West Civil Engineering ENGINEER OF WORK Suite 100 Planning Carlsbad, Cclifornic 92010 Processing 760-931-noo Surveying Fcx: 760-931-8680 DATE: Odoy@Odoyconsultonts.com JOANNE 1YLER RCE: 59286