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HomeMy WebLinkAboutCDP 05-33X1A; POINSETTIA RIDGE; Planning CommissionCITY OF CARLSBAD PLANNING COMMISSION Case Name: 8:?"io:=:,e:ili Q; (Sid¥ Case No.: CDP 05-33 x/ CA) ExhibilNo.: A-EE Date:,;J-3·/0 • • • Carlsbad, California APPLICANT: Warmington Residential California 3090 Pullman Street, Costa Mesa California 92626 (714) 434-4325 OWNER: Black Rail, LP 17140 Bernardo Center Drive, San Diego, California 92128 (858) 613-1800 Type of Construction: V-B UBC Occupancy Classification: U, R-3 CDP 05-33x1A Submitted: 09-24-09 Revisions: 11-04-09 WILLIAM H EZMALHALCH A R C H I T E C T S I NC, 2850 REDHILL AVENUE SUITE 200 SANTA ANA CA 92705-5543 949 250 0607 www.wharchitects.com fax 949 250 1529 C> C> u, C> -c, • 'f' cr, ~ -~ 0 C ro Cf) • 'I RIW Ct t :.-60' (PUBL/*TIL/TY EASEME.NT)-- ~,. ~~ /4' 20' RIW j .. /0'- i,-55' ' . 4.5' EXIST. SIDEWALK (TYP.) {J~, ""--~ \ \_ EXIST. CURB 8 GUTTER (TYP.) EXIST. /8" RECLAIMED WATER MAIN TYPICAL SECTION: BLACK RAIL ROAD COLLECTOR STREET (PUBLIC) FACE OF DWELLING T/=6. 0 NOTE: ~ '-" UNITS WITH SIDEYARDS LESS THAN 1' WIDE ~ "" SHALL HA VE ROOF GUTTERS DIRECTING ROOF C) -..J 8:_ RUNOFF TO THE FRONT OF THE LOT. 6' 4' / 2' / 6' MIN. -FA CE OF DWELLING I J' MIN. 4" DIA. YARD DRAIN 8 S' DIA. PVC (SCH. 40) ~---+-+l--t DRAIN PIPE THRU CURB (SDRSD No. D-27) 2.1' TO 4. 0' RETAINING WALL (SEE PLAN) TYPICAL DRAINAGE SWALE DETAIL (WIDTH LESS THAN 7') NOT To SCALE >-.. h. a:i ~ 0:: -~ -..J 0.: FACE OF DWELLING 6' ;, 5' / VARIABLE SLOPE (2:/ MAX.) --FACE OF DWELLING 5' MIN. TYPICAL DRAINAGE SWALE DETAIL Nor To SCALE MINIMUM SIDE YARD SETBACK: 10% OF LOT WIDTH 5' MINIMUM ~ -. -..J' >-h. 85 ~ Ee I ~11 c?JI-at ~I 11_ I\ j /s ti ;;; "' ~ ~ ,;; /;j z: -G c:, C, "-Ja'j "' >-"~ :z:lw cR "" ~1~ ' w I MINIMUM SIDE YARD SETBACK: -ttw'--1 -- SIDEWALK I :'/:; lw -..J (':; ,_ c?j f... I "' ~ ~ I LLJ Ee I re: j / STREET /0% OF LOT WIDTH 4" DIA, YARD DRAINS 8 3" DIA. PVC (SCH. 40) DRAIN PIPE 8 SIDEWALK UNDERDRAIN PIPE PER SDCRS D-27 TYPICAL WHEN SIDEYARD WIDTH IS LESS THAN 1'. TYPICAL LOT DRAINAGE NOT To SCALE BENCH MARK DESCRIPTION: OC-0/19 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCP LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD. RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-01,/0//5/85 ELEVATION: /3.87 DATUM: M.S.L. SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPOHIC SURVEY FURNISHED BY: DIGITAL MAPPING, INC. 2/062 BROOKHURST STREET, SUITE IOI HUNTINGTON BEACH, CA 92646 (1/4) 968-5459 DA TE FLOWN: MARCH, 2005 THE TOPOGRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. CT04-0I CDP 05-33x/A SHEET I OF 2 SHEETS COASTAL DEVELOPMENT PERMIT SITE PLAN _,,_ .. ~Lns~~~La -L;)9~ Ct -RIW~ 56' . .. 28'---------1-------28''----- . -/0' .. ---/8'----~+--------/8' IMPROVE~ENTS PER IMP. PLAN 4.5.5-5. ··-TIO. Ii'. CITY OF CARLSBAD, CALIFORNIA GENERAL NOTES: I. STREET ADDRESS: SOUTHEAST CORNER OF BLACK RAIL ROAD AND SONGBIRD AVENUE ASSESSOR'S PARCEL NUMBER: 2/5-041-JO THRU 45 2. SITE ACREAGE: 5.04 GROSS ACRES J.68 NET ACRES 3. EXISTING ZONING: R-1 (RESIDENTIAL) GENERAL PLAN LAND USE DESIGNATION: RESIDENTIAL Low MEDIUM 4. EXISTING LAND USE· VACANT PADS PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL 5. CLASS/FICA TION OF LOTS: RESIDENTIAL 6. TOTAL NUMBER OF EXISTING LOTS: 16 7. PROPOSED DENSITY OF DWELLING UNITS PER ACRE: J./4 (GROSS ACRES) 8. EXISTING BUILDING COVERAGE: 0 Sa. Fr. PROPOSED BUILDING COVERAGE: 30,666 Sa. Fr.lJ.68 ACRES NET= /9% 9. BUILDING SQUARE FOOTAGE: 10 . II. /2. 13. 14. 15. /6. 17. PLAN !: 2850 Sa. FT PLAN 2: /6/9 Sa. FT PLAN J: /61J Sa. FT. PERCENTAGE OF SITE TO BE LANDSCAPED: 56% NUMBER OF PARKING SPACES PROVIDED: 67 TOTAL GARAGE PARKING SPACES: J2 DRIVEWAY PARKING SPACES: 32 RV PARKING SPACES: 4 AVERAGE DAILY TRAFFIC JO/UNIT X /6 UNITS= /60 ADT EXISTING UTILITIES: SEWER SERVICE: CITY OF CARLSBAD WATER SERVICE: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT WATER DEMAND REQUIREMENTS: DOMESTIC WATER: 550 GAL/DAY X /6 UNITS X I DAY I /440 MIN. X I. 6 PEAK = 9. 8 GPM IRRIGATION WATER: 24,0 GPM (AVERAGE) FIRE FLOW DEMAND: 4J50 GPM SEWAGE GENERATION: ,/6 E.D. U. = 220 GAL I DAY I DU = 3520 GA LIDA Y EARTHWORK VOLUME EST/MA TE: CUT: 50 CY/UNIT X 16 UNITS = 800 CY (FOOTINGS AND FINE GRADE) FILL: 0 CY EXPORT: 800 CY LEGEND SUBDIVISION BOUNDARY LOT LINE EXISTING PAD ELEVA T!ON PLAN TYPE EASEMENT LINE SLOPE BANK (2:/ MAX.) GRADE EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING STORM DRAIN SYSTEM EXISTING FIRE HYDRANT SPOT ELEVATION PROPOSED RETA IN/NG WALL EXIST. CONTOURS EXISTING STREET LIGHT OWNER: BLACK RAIL, LP 11/40 BERNARDO CENTER DRIVE SAN DIEGO, CA 92/28 858-6/3-/800 ----W--- --I 532.0 APPLICANT: WARMINGTON RESIDENT/AL CALIFORNIA 3090 PULLMAN STREET COSTA MESA, CA 92626 1/4-434-4325 EARTHWORK QUANTITIES FOOTINGS I\ FINE GRADE SPOILS: 800 CY TOTAL EXPORT: 800 CY T CITY pALOMA ALGA ;;. y ~ C.J.\RLSB.1-\D COSTA CITY OF ENCINITAS VICINITY MAP NO SCALE ;, 45 ct R/Wc 56' -------28'---------i-~---------28'--· 1----JQ,' ----/,8' -----1-, T ··--·-/8' ---- SONGBIRD IMPROVEM5 TS PER IMP. PLfN 397-4 SURFCREST IMPROVE NTS PER IMP. PLAN 43 -J UNIT MIX: PLAN #I ELEVATION F I ELEVATON I - ELEVATIONS I TOTAL 2 ELEVATION F: FRENCH PROVENCE ELEVATION /: ITAL/ANA TE ELEVATIONS: SPANISH #2 2 2 J 7 LEGAL DESCRIPTION: #3 TOTAL 2 5 2 4 3 7 7 /6 LOTS I THROUGH 16 INCLUSIVE OF CARLSBAD TRACT No. 04-0/ YAMAMOTO PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF MAP NO. /5676, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH //, 2008. BASIS OF BEARINGS: THE BASIS OF BEARINGS FDR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM /983, ZONE VI, /99/.35 EPOCH, NORTH AMERICAN DATUM OF /98J(NAD83), GRID BEARINGS BETWEEN STATION CLSB-046 AND STATION CLSB-044 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. /121/, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: NORTH /5°/5'04" EAST REFERENCE BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION CLSB-046 IS 0. 9999503/0. GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY COMBINED SCALE FACTOR. LOT COVERAGE TABLE Loi Plan EiEi"Vcl"fion FY Setback RY Setback Bldg SF Porch LotArea Lot Coverage 1 2R s 20.0 46.0 2,262 113 9,426 25.2%, 2 3 I 20.0 43.8 2,300 145 8,383 29.2%' 3 2 FP 20.0 48.7 2,262 113 10,457 22.7% 4 1R s 33.0 47.1 3,529. 110 13)377 2_6_ 2_o/o_, 5 1 FP 20.0 58.5 3,529 110 15,974 22.8% 6 2R I 2,262. .. 20.0 56.7 · 113 9,421 25.2% 7 3R s 20.0 60.7 2,300 41 9,393 24.9% 8 3 FP 20.0 85.1 2,300. 145 12,527 19.5%: 9 2R s 20.0 23.7 2,262. 113 7,849 30.3%i 10 3R FP 20.0 22.9 2,300 145 7,509 32.6% 11 2 I 20.0 25.3 2,262. 113 7,588 • 31.3% 12 3 s 20.1 22.7 2,300 41 7,711 30.4% 13 2R FP 20.0 67.4 2,262 113 10,785 22.0%. 14 3R s 20.1 54.9 2,300 41 9,192 25.5% 15 i .. s 26.o 489 . 2,262 113 8,851 26.8%; 16 3 I 28.1 42.9 2,300' 145 11,555 21.2%, Totaf ;FP -~ F·rei-idi'··prov·e·iice 38,992, 1,714 160,498 ··25.4%1 'I = Italianate 'S= Spanish EXIST. SIDEWALK (TYP.) TYPICAL SECTION: RESIDENTIAL STREET (PUBLIC) T/=6.0 (SONGBIRD), 5.0 (SURFCREST) EASEMENT NOTES INDICATES EASEMENT FOR ROAD, PUBLIC UTLITY AND INCIDENTAL PURPOSES RECORDED FEBRUARY 20, /959 IN BOOK 7506, PAGE 492 OF OFFICIAL RECORDS. IND/CA TES EASEMENT GRANTED TO FRANK H. AYRES AND SON, A CORPORATION, HOLDER OF AN EASEMENT FOR ROADWAY PURPOSES AND RIGHT OF WAY FOR INSTALLATION OF PUBLIC UTILITIES AND PIPELINES AND INCIDENTAL PURPOSES RECORDED AUGUST 26, /960 AS FILE NO. /1450/ OF OFFICIAL RECORDS. IND/CA TES EASEMENT GRANTED TO CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOCUMENT RECORDED DECEMBER 26, /997 AS FILE NO. /997-0658896 OF OFFICIAL RECORDS. CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOCUMENT RECORDED AUGUST 6, 2002 AS FILE NO 2002-06639/6 OF OFFICIAL RECORDS. IND/CA TES RESTRICTED SIG/IT DISTANCE CORRIDOR PER MAP NO. /5676. IND/CA TES PUBLIC UTILITIES EASEMENT TO THE CITY OF CARLSBAD DEDICATED PER MAP No. /5676. @] INDICATES PR/VA TE DRAINAGE EASTMENT PER MAP No. /5676. H. SAN DIEGO GAS AND ELECTRIC COMPANY PUBLIC UTILITY EASEMENT RECORDED JULY 28, 2006 AS FILE No. 2006-0535249 OF OFFICIAL RECORDS HAS NO SPECIFIC LOCA T/ON SET FORTH IN DEED AND CANNOT BE PLOTTED. ABBREV/A TIONS BW ELEV FL FP FS GB IE MH NSF NTS p PL PVI RCP BACK OF WALK ELEVATION FLOW LINE FLOOD PLAIN FINISHED SURF A CE GRADE BREAK INVERT ELEVATION MANHOLE NET SQUARE FEET Nor To SCALE PAD ELEVATION PROPERTY LINE RIW RW s SD TC TF TW vc w ws RIGHT OF WAY RECLAIMED WATER SEWER STORM DRAIN TOP OF CURB TOP OF FOOTING TOP OF WALL VERTICAL CURVE WATER WATER SURFACE POINT OF VERTICAL INTERSECTION (VC) REINFORCED CONCRETE PIPE REFERENCE DRAWINGS: 335-5 IMPROVEMENT PLANS FOR BLACK RAIL ROAD 397-4 IMPROVEMENT PLANS FOR CT 00-/3 40/-5 IMPROVEMENT PLANS FOR CT 99-/0 433-3 IMPROVEMENT PLANS FOR CT 04-0/ 43J-3A ROUGH GRADING PLAN FOR CT 04-0/ CITY or CARLSBAD PLANNING COMMISSION CaseName: Po./"\qo. Bicf'('f Case No,: (DP OS· 33 X / {A) Exhibit No.: B Date: p) •3 · /0 Engineering Prefessional Civil Engineers and Land S urvf!)lors l/102109 MB CITY COMMENTS DATED OCTOBER 26, 2009. 404 South I ,ive Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-l\fail: MBencsh@lvILBEnginccring.com DATE INITIAL ENG!NEEH Or Woll!( REVISION DESCRIPTION ) 0 '-" 0 "O 'f 0, '15 al' 0 C: "' (f) -0 • 30 0 I c•-• -· \ \ \ GRAPHIC SCALE 15 30 60 I I I ( IN FEET) I INCH = 30 FT. 120 I FACE OF DWELUNG------i 4" DIA. YARD DRAIN 8 3" DIA. PVC (SCH. 40) DRAIN PIPE THRU CURB (SDRSD No. D-27) WHEN DISTANCE BETWEEN WALL AND RESIDENCE IS LESS THAN 6' 2.1' TO 4.0' RETAINING WALL (SEE PLAN) SECTION A-A NOT TO SCALE cS TW GRADE I TF GRADE 2 I ~1' MIN. -J -~1 -I~ ' °' i<2 "' I .,.; I 'Cl EASEMENT A/OTES SEE SHEET I FOR EASEMENT NOTES. Engineering Prc!fessiona! Civil Engineers and La.nd Survryors 404 South Llve Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-Mail: MRcnesh@l'vILBEngineering.com 1/102109 /'18 DATE INITIAL ENGINEER OF WORK 1 u ;; Cl ' l!) 0 <.) ~ 0 2 0 z • z z .::. u " ~ 8 -;:; • u UJ CITY [0/1/1ENTS DATED OCTOBER 26, 2009. REVISION DESCRIPTION • 0 4 @ ZOO'I WIIJJ.111 HlllUULl!Cll AllCllll!CTS, IN~ September 24, 2009 2009107 8 12 Nook 11'-6" X 9'-9" Pantrv Opt Fr.Dr. ~ -" ~~~ /,'\.~'7$ Family .... 18'-6" X 15'-8" r···, L-' D.W Sink Kitchen Cookto M.Bdrrn 16'-l" x 14'-0" '----" " .. -·--·-·····,1 '1\ /1 l \ / I 'I , , ' R f I \ , I I '-f I e. 11 /\ l I! ,/ \ ! I / \ I M• 1!1 \ I 1cror ...... '4 ------1Vani I Linen I I M.Ba I I I I 0 85'-0" Dining Living 25'-6" X 14'-3" 10'-8" Clg. ov Pwdr. llll--+.-------,,-------7, 1: ii ,1 11 11 11 ,/ W.I.C. : 1 , I I i, -:1 ~~t Seat Porch 10'-0" X 9'-4" 12'-0" Clg. Plan 1 French Provence 2,850 SF 3 Bdrm/Bonus/2.5 Ba 3 Car Garage Poinsettia Ridge I I I I I I I I Bdrm3 11'-0" X 13'-0" -------~-~ ------- ,, '. '"" """ "" Laundry• .. Bonus/Office Opt. Bdrm 4 13'-3" X 19'-6" 12'-0" Clg. 9' Ceiling U.N.O. Carlsbad, California Warmington Residential of California Bdrm2 11'-1" X 13'-0" Tandem/ Opt. Bdrm5 ---~~··--. Linen V . _,.,,,,_,,-::.:·: .. , \, j ·-····· -------·::::::::: ;~:::::..-:..~ ... ,, ... ' ; -~::.:.::::~:·.-::::::-:::. -"""•. ,_-" -· . ------------------------------------------· ----· .. A:$" ~~\• R.V. Space 10'-0"x20'-0" i ...................... I Square Footage Tabulation Lower Level 2,850 S.F. Total 2,850 S.F. Garage 679 S.F. Porch 110 S.F. CIIY<JI < .\1(1 Sil,\[) PLANNINu COMMISSION CaseName: Pcinsdfio-Sid~ Case No.: CDe 0S-;3Sx / (A) Exhibit No.: D ~--Dale: o>, 3 • /0 WILLIAM HEZMALHALCH ARCHITECTS INC. 2850REOHlt.LA\JENUE SUffE"200 SAND.ANACA 92'J'o.s..5&13 9'19 250 00(!7 'IIIWW.Mlarr.hilaci;;.i;tm ii«. 94.9 250 1529 0 4 @ 2009 \lll.lWl ll£2lUIJlillR !RCBlTIC!!\ INt September 24, 2009 2009107 8 12 '------.------ .------'------ I I I I I I I I Bdrm4 13'-3" X 11'-11" 12 '-0" Clg. 9' Ceiling U.N.O. Plan 1 Options French Provence Poinsettia Ridge Carlsbad, California Warmington Residential of California ---------------- Bdrm5 10'-0" X 12'-1" Ba4 0 .-" ,&i ~ef. +230 SF CITY OF Ci\RLSlli\f) PLANNIM; COMMl~SION Case Name: Poi.,a:lf:;c-f?i ~-. Case No.: CDP_DS-33 xi (It) Exhibit No.: E. WILLIAM HEZMALHALCH AflCHITECTS INC. 285tlREOOllLAVENUE SUffE200 SANTAANACA 92.~ Wll :2!'1l reo7 www.wllwlitecis.com W: !!4l! 25tl 1m 0 4 @ 2009 WlUJlll HillllLIU.U::ll AIIUll'ltll'S, JNC. September 24, 2009 2009107 8 Nook 11'-6" X 9'-9" Pant Opt. Fr.Dr. 12 M.Bdrm 16'-1" X 14'-0" , , i ••• , I I I I I I Linen 0 1Vanit I M.Ba ~p;ti:\-::.7:,,;:;:~~:. _ ~ f i ! '\, \ \,,¼;;:.;:21~"::."-!J Dining Living 25'-6" X 14'-3" 10'-8" Clg. ,1 ov ·Pwdr. II • IZs l<l 11 ~I I'<, 11<::'"§I I :'· I . I . 'I I ai..--111111111111111-.illlli ,F="--=--=-=7, 1: :1 ii 11 11 11 ,: W.I.C. : 1 , I I ~ 1, :1 ==1t \ I I I Entry 10'-0" X 9'-0" 1ff~8" Clg.] Porch 10'-0" X 9'-4" 10'-8" Clg. Plan 1 Spanish 2,850 SF 3 Bdrm/Bonus/2.5 Ba 3 Car Garage Poinsettia Ridge I I I I I I I I Bdrm 3 11'-0" X 13'-0" --~~~~~~~-------- f' ··,,.,.,,,.,,,.,,.·.· Laundry .. Bonus/Office Opt. Bdrm 4 13'-3" X 19'-6" 12'-0" Clg. • 9' Ceiling U.N.O. Carlsbad, California Warmington Residential of Calif omia Bdrm2 11'-1" X 13'-0" ----------------- Linen G :ra :e 21 '-4 'x 20-0" Tandem/ Opt. Bdrm5 • .•.•.•.•.•.••.•...... ---------··1 R.V. Space 10'-0"x20'-0" .... ..... . ......................... J C'ITYrn, ·\I{! \[\,\!l PLANNIM, lll,\I\IJ,:,ll>N CaseName: llio:::ef\ic, R;c{'tf- Case No.: CDP c& 33 xi (A) Exhibi1 No.: F Square Footage Tabulation Lower Level 2,850 S.F. Total 2,850 S.F. Garage 679 S.F. Porch 110 S.F. WILLIAM HEZMALHALCH ARCHITECTS INC, ~e&.lREOHILLAVEMUt Sl.llTE200 SANTA.A.NA CA 921~ :!Ml! 2M 0007 www.'llllmrttliteds.rom fax 949 250 1529 0 8 16 @ 200, WlllllM HIZIUllilJJI !RCHITl:t'TS, !Jt September 24, 2009 2009107 ,------ 1 I I ' I 10'-9" Plate I ,---------------_ _j_ __ ◄ ► 10'-9" plate I I I ◄ ► I I :◄ I I 7 I I ~ I i=i=: I .,...... I :-;' I =---I I .----------111 ,-----, I I I I I I I I I I ----IL_ ------- I 12' Plie .._.... __ ...._ __ ~-----------~ 9'-11" Plate 24 French Provence 4:12 Roof U.N.O. 9' Plate U.N.O. ,-----------, _t_ _________ .....J_ I I :◄ I I 7 I I :. : ,-----, I I I I I I I I I .,...... I .,...... I ' ~====""""'"'"-----c:,--, I I __ ___. .._....L __ ....__.......,,...1-..,_ ___________ J 10'-9" plate Plan 1 Roof Plans Poinsettia Ridge Carlsbad, California Warmington Residential of California 9'-11" Plate Spanish 4:12 Roof U.N.O. 9' Plate U.N.O. 12' plate I I I I I I I I [: ___ -----_::::i_ ...J CITY OF C ARISllAIJ PLANNIM, (, l\1\JJ',\f(lN Case Name: Pa~ f"\~,eM·,c._B 't,__d~---- Case No.: CDP os~ 3~xl (A) Exhibit No.: G WILLIAM HEZMALHALCH A R C H I T E C T S I N C. 2850REDHllLA'l'EWJE S!JIT£200 SANTM.Ni!.CA 92105,5543 949 25G O&i7 www.wha:~hi!ecls.oom !Bil~ 25/l 1529 ,:Sh,"'· c·, . :,,,,> 20' -0 ,·· · (20' -0'' Maximum . . . 0 8 16 24 © '°" Wllllill [lZ!IAlJlillH illl!ll'lCT!,INt 2009107 French Provence Spanish Plan 1 Front Elevations Poinsettia Ridge Carlsbad, California Warmington Residential of California Style Elements French Provence Roof: Concrete Flat Tile Roofing W / "S" Tile At Hips At Ridges Eaves: 18" Overhang W / 6x4 Rafter Tails Exterior: Stucco Window And Door Trim: Min 2" Recessed Windows And/ or 2" Nominal Decorative Foam Trim Shutters: Pre-Manufactured Vertical Plank Shutters Garage Doors: Decorative Metal Garage Doors Entry Doors: Decorative Front Entry Door Veneer: Simulated Stone Veneer © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. Spanish Roof: Concrete "S" Tile Roofing Eaves: 18" Overhang W / 4x6 Rafter Tails Exterior: Stucco Window And Door Trim: Min 2" Recessed Windows And/ or 2" Nominal Decorative Foam Trim Cl!Y1l!, \f~i \1 1,.\!J PL\'.\'.\l~l, l t J\l\ll\'11\ )\J Case Name: Ebn'i':clb C\ s·&~ ~ Case No.: _CI)p ()5-33 x J (A) Exhibit l\\.1 l--\- Shutters: Pre-Manufactured Vertical Plank Shutters Garage Doors: Decorative Metal Garage Doors Entry Doors: Decorative Front Entry Doors WILLIAM HEZMALHALCH ARCHITECTS INC. ia5DREJHllAVENIJE SU!T'E.200 SANTA~CA 927M-5543 !MS 2SC ll6ll1 '>'IWW.w!:tarm~tm fiu 94Q 250 1529 0 8 16 24 © 2009 Wlllilll l!EWlltlltll 11WIECTS. IN£. 2009107 7· :··~t·' _-~ ,tic¼~- ·--..... ,0" -~ ----.... r "··o, ~ ~-~.....,-......... - ., ~--··\ ... , r-:~~ - '"' r-.. ---._,,--.. •.•. --~"I--· -.... - .. .. .. - 'Ill ---'· Left © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. 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PLi\\.:'--l:-.1.J l I !\l\li>,'-.P l~ Case Name: _f?p~ 'o f)i~ ___ _ Case No.: CJ:)? 05-'.??) xi (A~ -- WILi.JAM HEZMALHALCH Al,CHITECTS INC. 2Mt'l~EOOILLAVEIM: SUffE200 SAMTAANACA 92705--5543 949 250 0001 WWW.~i"-COOI ~ 9,iS 2Si) 1529 0 8 16 24 @ 2009 WlllLl!l l!Ell!Ailll£H 1HIJllTlID; h'<t 2009107 Left •••• •••• •••• ■■ •• •• •• ·■■ •• •• •• •• • • • • •• © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. Plan 1 Spanish -Exterior Elevations Poinsettia Ridge Carlsbad, California Warmington Residential of California -------------. ( ! f \ .• 'l I ',_ I.' I ,, i ', \I) PL\\..\,l.',l I l I 1.\l\lh\l( )'\) Case Name: R:,;ol'e,l±:,n.._8 ~~ __ Case No.: (DP OS-'.33 XI (AL_ Ex.hihit \:'o.: K WILLIAM HEZMALHALCH ARCHITECTS INC. 26fil RmtlLL AV&ru~ SUTIEJOO SA!iT A Ai'iA CA m.1~ W9 2:0 0001 WlW/.~!llds.mn la,: 00! 250 1529 0 8 16 24 @ ZIJ[l9 Will.LUI HGZMA1llilt:H iRllH'TIITh, JM. 2009107 -s.:El = = Ei ·:.::; .... ·-i,...,....,I -~ -= e0 = I -= b ~ ·-_, -""1:::1 ~~ -...... = ·--I = =~ ~c:,:i c:,:i •••• •••• •••• •••• • ••• •••• •••• • ••• •••• •••• • ••• •••• Rear Right •• •• •• •• • ••• • ••• • ••• •••• •• •• •• •• I •• •• •• ' I l ; 1! . I I i .. -, . ■■ •• •• •• < , . '\i ~""' • • •• • • •• • • © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. Plan 1 Spanish -Exterior Elevations Poinsettia Ridge Carlsbad, California Warmington Residential of California II ■ • • II ■, II ■' ( Tl Y ( ii , '-. . ', '. l l PLA'.\'\.1:-,...\Jl tJ\\\ll"i',j()'.j Case Name: Po IV] 'bf AfJ Ci___.fi~~ . Case No. cne D 5::33 '.It. I (A) .. fahibil No.: ~~--ll.:1c: c9_.3 .. /0 WILLIAM HEZMALHALCH ARCHITECTS INC. 2&50 Rl:001J..LA~E Sif.f~lllQ 8AtHAIWACA mo,.5-,,43 ~is 250 0007 www.\\lJ!m~ec.ttairn lax S49 25:0 lli:29 0 4 8 Bonus/ Opt. Bdrm 4 14'-0" X 16'-3" 12 ©2008 WlilAM HEZMAIHAI.Oi AROtll:CTS, INC. @ 2!lil'l U1LIJll! R!Zlllllill£JL\Rf.H!ITCTS, INC. September 24, 2009 2009107 I I I I =' "'-"I ~= I ,~, ''' ~I cl ~, I I I I u ::: ............... ""'" --["' '' M. Bdrm 16'-8" X 17'-7" Dn --------~--------- Bdrm3 11'-9" X 12'-0" I I I I I I I M.Ba --------------7, :1 W.I.C. :i -----11===--=-----=~==--=----=~=1' Laun. Bdrm2 11'-4" X 12'-1" ('' ,,,, I I' l, l j I I I I 0 0 Ba 2 cJ Plan 2 French Provence 3,236 SF 3 Bdrm/Den/ Bonus/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California ' I I _J Nook 9'-10" X 8'-4" Pantry Dining 14'-0" X 12'-0" Fp Fp Living 14'-0" X 13'-6" 47' -0" -llllll:====iii~=====;;;;;;;;;;iiiiiiiii;';:;:==i:31--1 ~ 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 Family 16'-4" X 17'-4" ' ! I r== -----= I I \ I I \ I I 11 E ! ! nt~y, Pwdr.i 1 fJo I I I I I I I I Porch 11'-5" X 8'-4" ,---------------- 1 I I . ------------- = I ,I 1: ,1 1: 'I I Den/ Bdrm 5 12'-8" X 11'-1" ,·Ba3 ° cJ ,------------ I I I I I I . I I ,: tandem/ ~opt.iGuest Suite/ Qpt. Bdrm 6 I I I I I L ___________ _ G: rage 20'-"x 2 '-1" ,------- 1 I I I I I I I I I I I I I I I . ,, .... :.:=.::::::::·:· :·::~_· ··········:::,T"''":'·::::·--··====:::::::= ______________ J ________ _ 9' Ceiling U.N.O . Square Footage Tabulation Lower Level 1,619 S.F. Upper Level 1,617 S.F. Total 3,236 S.F. Garage 643 S.F. Porch 113 S.F. <Tl Y 111 < \i: I'-'.~·\!) PL,\'.\\.!'.\l I l, I J\\\\i')'1[l )\l Case Name: f-b •,Q_~_g,__&i,a~ Case No.: coe 0S-33 x/(A'"') Exhibi1 No.: M WtLLIAM HEZMALHALCH ARCHITECTS INC. 1.l!50RW11lLAVfNUE SllllHOO SANTAA.~CA 92i~ !M9 250 0007 WWW.\1/~M:hi:ecill.tom Ui)( 949 2li(I 1529 • Bdrm4 11'-6" x 11'-0" 0 4 8 12 ©2003 WIJ.lAM 1£ZMAU-IAI.OI ARomCTS, NC. @ !Olli IVlllUll HllZIUl.lUlCll lHCHIIDJ5, Ilic September 24, 2009 2009107 .:!; "1,;, i= Den/ Bdrm 5 12'-8" X 11'-1" lml!lilllllllllll-= = = = = I I I I I I 1 1 Linen ,------------ Bdrm6 11'-0" X 14'-2" +193 SF Plan 2 Options French Provence Poinsettia Ridge Carlsbad, California Warmington Residential of California I I I I I I I I I I I I I I I I Guest Suite 12'-8" X 11'-1" ,------------ 1 I I i Bdrm 5 I i 11'-0" X 14'-t' I I I I I I I +193 SF 9' Ceiling U.N.O. CITY11/ r· \/{[ \!{.\I> PLA'.\.:,"1.'\(1 l ')\J\11~\lt)\J Case Name: j'.:b ;nff'l-Ji!;\____E_i~ ___ _ CaseNo_: CQe t)~ ~xl_(/2)_ __ Exhibit No_: N WILLIAM HEZMALHALCH A R C H I T E C T S I N C. W50RECHLLAVENUE WiTI:200 SANTAANAC?. ~1~3 -S4S ~50 0007 www:o\martMects.rom wt 949 250 152S 0 4 8 12 © 2006 WI.I.IAM t£ZMAlHAI.Oi ARorncTS, NC @ 2''9 WJ1IJ.IJI ll!ZllAlllilll! !R£Hll'l:Cl!, !Nt September 24, 2009 2009107 Bonus/ Opt. Bdrm 4 14'-0" X 16'-3" I I I I i::::i I ""'I .SI ~i ;,:: I .Si M. Bdrm 16'-8" x 1T-T' : Dn I ---(f;-J-t-+--l---1-+-+---' I Bdrm3 11'-9" X 12'-0" eat ;/f ;/CCcL~:;,-:;;;;~~'\ \ ,~};;:L~::;y:..:::~.::':: ~ M. Ba I I I I I I --------------7 I :1 Linen W.I.C. ii -----1111=-==----_-_-cc_--;;;-_--_-_-./ ;1 ,I 'I :\ \1. _,,, / Laun. r '-t--· I I I I 0 ------------------ Bdrm2 0 Ba2 CJ 11'-4" X 12'-1" Plan 2 Italianate 3,236 SF 3 Bdrm/Den/ Bonus/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California 47'-0" Nook 9'-10" X 8'-4" Pantry -IIIIE:::===ii,..;;;;;;;;;;;;;;;;;;==:::;;;;;;;;;;;;;;;.;;;;iiiiii:====11-mlll ~ ~ ' 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 Family 16'-4" X 17'-4" _J Kitchen l i Rf D/0 II II Micro e • f !'<'" -----...:qir==---l r ', ,/' ......... ,,,__ .,,.,,.,,... 11 '-. .,..,, I '-.,,. --.. .,.. ti '-,- L----I--:>< _,..><..._ 11 )( 1,, ,,., 1,, 1,.., ,,,,,. , .... 11 ,, ,, .. ',...,. "-.._!,~ ' ----------- Dining 14'-0" X 12'-0" Fp Fp Living 14'-0" X 13'-6" 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 u I I I I I I I, VO 11-::a 1<=> I'~ 11 E ! i ntry Pwdr. Qo I I I I I I I I / I Porch 11'-5" X 8'-4" ,----------------- 1 I I I ,I 1: rl 1: 'I I Den/ Bdrm 5 12'-8" X 11'-1" iDa3 ° i·.I• CJ ' ,------------ !!/ tandem/ ~Opt.[Guest Suite/ Qpt. Bdrm 6 I I I I I L------------· G· ra e 20'-! II x2' '-1" ,------- 1 I I I I I I I I I I I I I I --= ....., I 9' Ceiling U.N.O. Square Footage Tabulation Lower Level 1,619 S.F. Upper Level 1,617 S.F. Total 3,236 S.F. Garage 643 S.F. Porch 113 S.F. ('1!~'11! 1 \'.-'i'!l\l) J>L\:-,,._'\,l:'\l, ( I ,\l\li"J\,\J'\, CaseNamc: Po·,ns:Jtio.B."..~-~ Case No.: COP QS·'3~J;D~- Exhibit No.: 0 .. _ 1>.,1e: _12_-_:::l• LO WILLIAM HEZMALHALCH ARCHITECTS INC. 2af.0~1ll-lll.AVL!l!E SUITE200 SANTAANACA 92'11)5.5543 St!~ 250 0001 www.llMtlliieclS com ~ $la 200 1529 0 4 8 12 ©2000 WI.UAM !£ZMALHAI.Oi AROilfCTS, NC @ 1009 WILLLl~ Hl!llAUIAlrR !Rflllll£1S, I/If, September 24, 2009 2009107 Bonus/ Opt. Bdrm 4 14'-0" X 16'-3" I I I I i:::I I <::.:>I .$ I ~ i ;s::1 ~I I I I I M. Bdrm 16'-8" X 17'-7'' Bdrm3 11'-9" X 12'-0" M.Ba ' ·-----111111111111111---!lliiml I I ---7, : : :1 _Lin_e_n _,, . ... W.I.C. :i -----Ill===--==--=-===--==----.. / Laun. ,, ·-1-' I I I I 0 ------------------ Bdrm2 11'-4" X 12'-1" 0 Ba2 cJ Plan 2 Spanish 3,236 SF 3 Bdrm/Den/ Bonus/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California Nook 9'-10" x8'-4" Pantry Dining 14'-0" X 12'-0" Fp Fp Living 14' -0" X 13'-6" 47'-0" !IBlllllllllll=~.....;;;;;;;;;;;;;;;=:=::;;;;;;;;;;;;;;;;;;;;.;;;;;;:::::;::::::;:::::::i--11 ~ ~ Family 16'-4" X 17'-4" I ,I 1: ,1 1: 'I I Den/ Bdrm 5 12'-8" X 11'-1" lmm;illllllllll:_ --= = ,------------ 11 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 I I !i . andem / u ~· · ~~= t::==::::'JIIII,, Opt.!Guest Suite/ Qpt. Bdrm 6 I I I I I I I I I I I I I I · I I "· '· 11 E i l ntcy. Pwdr.i: I I / I I I I Uo Porch 11'-5" X 8'-4" I I I I I L ___________ _ G:ra e 20'-1"X2 '-1" ,------- 1 I I I I I I I I I I I I I I 9' Ceiling U.N.O. Square Footage Tabulation (TIYill I \l•'l '-:1,\!) PLA:--..:,...!'.lrl 1i\1\l]\',l\l\ Lower Level 1,619 S.f. Upper Level 1,617 S.f. Total 3,236 S.f. Garage 643 S.f. Porch 113 S.F. Case Name: Pa·,ose,lli~-R;_~ CaseNo.: CDP os-3:3~lfD__ Exhibit No.: WILLIAM HEZMALHALCH ARCHITECTS INC. 21!5QREDHILLA\91UE Sl.ITTE.200 SANTAANACA fmOS.5543 fW9 250 0607 WMll.wl'$'1:~(ei'JS;_ttJII! ~ lj4!l 250 1529 p _ ll.11e: _,J_:.3:/' 0 8 16 24 © 2008 WI.I.JAM 1-EZMAIHALOl AROfTECTS, INC. @ 20119 WlllJAl!H£l!UtaUCH AllCI!lll'CTl, lit September 24, 2009 2009107 ,------7 I ◄ ► 1 I 1J ...._. f---------- 1 I I I I I I I I I ... 4.5:12 ◄ ► I .....,_ __________ _ I I I I ◄ I I I I r J I I i--- I ' --,-----7 I I I I =>'"' ________ _L __ ... 4.5:12 T ... 4.5:12 T I a.:, I I .$ ► I I :'"' I I =>'"' I T : -----1 I ►\ I ,..._ ___ __,_ ______ _ I I : T !,------ :...., ______ _ French Provence 4:12 Roof U.N.O. 9' Plate U.N.O. 12!! Heel U.N.O. ===::i__J i-------7 I ◄ ► ~...__ __ ---\. iJ I I I I I I : ◄ I I rJ I I I I I ◄ ► T ► ► I ►[ I I I ==::i__J Italianate 4:12 Roof U.N.O. 9' Plate U.N.O. 12 11 Heel U.N.O. Plan 2 Roof Plans Poinsettia Ridge Carlsbad, California Warmington Residential of California r------1 I ◄ ► ~------,,,, iJ I I I I I I I I I I I I I I I I I ◄ I I I rj : I I I I I I I I I I ◄ ► ---~I ..... IT L _______ .J Spanish 4:12 Roof U.N.O. 9' Plate U.N.O. 12" Heel U.N.O. ◄ ► TI I I I I -----7 1----~ i ► i I I I>----. ------1 ... : T I I -----1 I ►i I I I _r ==::i__J ..---------------(Tl\' ( JI ( \I,"'-.!{\!) PLA:\~l\.1.1 l i. J.\\\!1:--.....,1, I\; Case Name: Pa }os;e tba. R ', <1~- Case No.: CDP 05-,'.%:,x.//.,4)___~-- Exhibit No.: 0_ ___ fl.,ic: 6) .3. /j:) WILLIAM HEZMALHALCH ARCHITECTS INC. 2850REOO!llAVDWE SWE200 SANTAANACA 92705-.5543 949 250 0007 www.lfflmtllitads.i:om 1M 949 250 1529 • French Provence Roof Concrete Flat Tile Roofing W / "S" Tile At Hips At Ridges Eaves: 18" Overhang W / 6x4 Rafter Tails Exterior: Stucco Window And Door Trim: Min 2" Recessed Windows And/ or 2" Nominal Decorative foam Trim Shutters: Pre-Manufactured Vertical Plank Shutters Garage Doors: Decorative Metal Garage Doors Entry Doors: Decorative front Entry Door Veneer: Simulated Stone Veneer -------- 0 8 16 24 @ !OO'lilllilllll!ZlLilllil£H 1JlilllllID."1:, 2009107 Style Elements Italianate Roof: Concrete "S" Tile Roofing Eaves At Hip Roofs: 24" Overhang W / 2 X 8 foam Trim And 6" Corbels At Approx. 3' -0'' O.C. Exterior: Stucco Window And Door Trim: Min 2" Recessed Windows And/ or 2" Nominal Decorative foam Trim Shutters: Pre-Manufactured Paneled Shutters Garage Doors: decorative Metal Garage Doors Entry Doors: Decorative front Entry Door French Provence Spanish Roof: Concrete "S" Tile Roofing Eaves: 18" Overhang W / 4x6 Rafter Tails Exterior: Stucco Window And Door Trim: Min 2" Recessed Windows And/ or 2" Nominal Decorative foam Trim Shutters: Pre-Manufactured Vertical Plank Shutters Garage Doors: Decorative Metal Garage Doors Entry Doors: Decorative front Entry Doors Plan 2 Front Elevations Poinsettia Ridge Carlsbad, California Warmington Residential of California •• •• •• •• Spanish Italianate © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. (TIY ! II t \l\i '-.\i,.\ll Pl..-\\"".!''-lrl I )\1\Ji•)',lll\i CaseNanw Po~n~o B•·~~-~ Case No.: C.Df) OS-33 X,/ { A-) Exhibit No.: Pi_ _ ___ ll.,tc: _d,_· 3 · /0 WILLIAM HEZMALHALCH ARCHITECTS INC, 28i')REOOUAVENUE SUITE.200 SAITTAAU<\CA 9270.S..5543 949 ~50 0007 www.Wilareilitectl.com k!x IM!lo 2fiO 1529 • ----. 0 8 16 © "1IIJ WllllilmZIWJlilCII !lllJ!ITlCTS, l!t 2009107 ------ ---- 24 11111 1111 ------ Left ---- Right ----,..... - -------- -----= ----. - PAD PAD 8-.:a-= ..= 8 -~ .... ·-o.) ~ ~ -= "" -~· ::2S 0.0 co :=I ~ :::: ·-= "Cl I,.... ~ ·-= = E:2,i::::ci Plan 2 French Provence -Exterior Elevations Poinsettia Ridge Carlsbad, California Warmington Residential of California -------- 1 -1--+ ---- Rear ~ ---- © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. (TfY I JI! \1,') \!I \f) PL\\:i'-iJr--.;<., l i J\\\lh',i; l"\; Case Name: Poio ze±Jia _B',ol.?f-~· CaseNo: Cpp OS-25~1/A) Exhibit No.: _---5_ ____ . l >.,1c g)_-3 · /0 WILLIAM HEZMALHALCH ARCHITECTS INC. 2Sli!lflBJHlllA\e!IJ~ S\ITE:200 ~Tf>AW!~ ~ 94-9 l3fl 00i'.l7 \\",'ffl.\'iiu!r!;hil@Cl:5.«,m @: t\@ 250 1529 l , ! •• :l ,-i;r-::,,.--,~~r-; : !••· i 1 f'-l' -.; ■■ •• •• •• ■■ ■■ •• •• •••• • ••• ■■ •• • ••• Left ■■ ■■ ■■ •• • • ■■ •• ti •• ■■ •• •• •• . ' II •• II ■I •• •• •• •• ·~·--·-._ ~ ,,,,, ~,""-'' C O -\>,, ,,,.,,,,1<1•'"'"" ~ti,'J, ,,,,, .,, 1,«,; Right =~ = ....c::: e .S::P .... ·-Q,,;) ~ I><! -"° c-1 -~· ~ = "° = e-,.:J ::: ·-= "Cl I --·-= = ~ ==i PAD e ---= ....c::: e .S::P ... •....-1 Q,,;) ~~= ~· ~ = "° = e--,.::J ::: ·-= "Cl I --·-= = ~==i •••• •••• •••• II •• ■I II •• ■I •• •• II II ■■ ~. II Plan 2 Italianate -Exterior Elevations 0 8 @ ,oo, Wlllllit HIZllA!llillH Jll[HJTICTS, L,t 2009107 16 24 Poinsettia Ridge Carlsbad, California Warmington Residential of California . •• •• •• •• •• •• +--+ Rear •• •• • • ~ -•• •• •• •• •• •• •••• :f:" © 2009 WILLIAM HEZMALHALCH ARCHITECTS, INC. Cr!Ytll 1 \!~!\H\I) PL\'.\'.\ I \.l, l ( 1 \ 1 \ 1 ! "1 '1 I ( )~ Case Name: Po,Q1'e J\nCLj);cl'if.--~ Case No.: CDP D.5~~ xi CA~) - Exhibit No.: ___ ] WILLIAM HEZMALHALCH A R C H I T E C T S I N C. 285£1AEDHILLA\IENUE SU\TE.200 SANTAANACA £R7-J5.,554J 949 251l llfill? 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Cl IY ( ,: ' ... '' '.' I PLA:\;,,.;10.l1 l I ,\1\ii'•,', \ )\, Case Name t=bio ri~_fi ;c{_'/f- Case No.: ~ _'.3:::> X./ (,i) Exhibit N,, · LJ WILLIAM HEZMALHALCH ARCHITECTS INC. 2&50 RWHtt. AVOII.J~ SiflE.rn SANTANiACA 91705-5543 ~9 250 0007 11ww.'Mlardli~.Cllm fax 00, 2:5111529 0 4 8 12 © 2006 Wll.lMI HEZMAI.HAI.OI ARCHTECTS, NC. © 200'/ WlllJAll HElM.IJ.llliCll .lllLllfl!l1'5, !NC. September 24, 2009 2009107 M. Bdrm 16'-5" X 14'-9" 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 ' Retreat 11'-8" X 14'-9" I I I I I I I I Oi I I I, :1 l1 :1 I' 11 _ _j ji j Dn Linen ~+-t-+-+-+-+-t--++-t-+-+-<1>- Bonus/ Opt. Bdrm4 14'-1" X 17'-5" I I I I I I 0 I I !O I I I . Vanity: I ---- ' Bdrm2 12'-4" X 11'-1" Ba2 i I I ' ,, ··<'!>L ::S.:i-~.L:. ;liJ:.f Cooktop -n ' I I __ 1 __ Pantry 20'-6" 15 '-0" Min. Sink D.W. I I I I I I I I I I 1.---------il i Kitchen ii Ref. D/0 : : Courtyard 20'-6" X 15'-0" 0 '/ ... _ ---~-.. Bdrm3 11'-4" X 12'-0" Plan 3 French Provence 3,397 SF 3 Bdrm/Den/ Bonus/Retreat/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California Living 13'-0" X 14'-3" 121-011 Clg. Porch 101.011 k 6' -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 ----r I I I I 51 1-8 11 Nook 15'-0" X 12'-9" Fp Fp I ! Dining i . 16'-6" x 11'-6" I I I I I I I Den/ OQt. Bdrm5 11'-6" X 13'-3" 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 ·· 11 I I I I I I I I I I I I Family 16'-7'' X 16'-9" l" ; I l "-..,. ,,.,, I t------;,:-t--7 l ,,.✓ ', I I l,. , I Opt. Under Cabinet ~: Wine Captain ]: <:51 Butler's :ti1 s Opt Under =::1 Collllter Ref. 9 Tandem/ Opt. Flex I ... ,, l I I '...,. ,."' 1 l----..a.--...J 11'-0" X 16'-1 11 J ,.,.F ',, J .... ·---7111aiii1"•·111111111·--·-·-&1111111111111 Op df} w r. G~rage 20'➔3" X I0'-1" I I I ----f---------J I I 1 I ' I I I I I I I ' I I I 9' Ceiling U.N.O. I Square Footage Tabulation ~--~-1--- ("l!Yil!. ·'1··: '-i·,\\) PLA\.\. 1 · ... 1' t I 1·-1 \Ii ",',1l J'\; Lower Level 1,673 S.F. Upper Level 1,724 S.F. Total 3,397 S.F. Garage 627 S.F. Porch 145 S.F. Case Name: Po, "~"tf O. _F;~--- Case No.: CD:P OS:'32.X / (ff)_ Exhibit No.: WILLIAM HEZMALHALCH ARCHITECTS INC. 2SSOREOJ,UAVENUE SUITf.200 SAITTAANACA 92ms.5543 -wg 250 D007 www.lllil!lreMecls.mm la( 1¼9 250 1529 V , Dn • Bdrm4 11'-6" X 12'-5" 0 4 8 12 © 2008 WI.LIAM H:2MAlHAI.Ol AROfTECTS, NC. @ 2009 Wlllll!l l!!!MAl.1100 !llCllITf£fS, INt September 24, 2009 2009107 I I I I I I I I I I I I I I I I I I I I I I I / "7t·ag P V L,:v Pwdr J > •• ' • Office 16'-5" X 15'-10" + 186 SF Optional Office In Lieu Of Bdrm 6 Plan 3 Options French Provence Poinsettia Ridge Carlsbad, California Warmington Residential of California Bdrm5 11'-6" X 11'-1" I I I I I I I I I I I I I I I I : Bdrm6 14'-0" X 10'-6" 0 + 186 SF 9' Ceiling U.N.O. CIIY<JJ < \Pl Sil\ll PLJ\'.\:\l\.( 1 ( t l\1\ll')\lt )'\: Case Name: fb1 Ql:R.ili9~~12, ·, o(~~ ~ CaseNo.: coe D5~33~x:IJA) L:h:::,:hib::.:_il N:::_o.:===W=-_.:..:::._I '·"'___':' cl .3. /0 WILLIAM HEZMALHALCH ARCHITECTS INC. 2850 REDHIU ~VENUE SUJJE 200 !ANTI. ANA CA !l'li{;5.-5543 949 250 0007 11W.wll.fildli!ecis.com -ra-,; W!I 250 1529 • ·. 0 4 8 12 © 2008 WWAM 1-EZMAIHALGI ARorncrs, NC. © 21)1)9 WILUAll urnU!IHTfll lRU!ITfCTS,L~C. September 24, 2009 2009107 , ___ : ------•.•.• --------· --··· .•.. : ,_J ' M. Bdrm 16'-5" X 14'-9" 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 Retreat 11'-8" X 14'-9" Bonus/ Opt. Bdrm4 14'-1" X 17'-5" I I I I I I I I O! I I L I, :1 I, :1 I' 11 _ _J-'--D Dn Linen I I I I I I ii , '(' , I i '-1-· I Laun. : I I !O I I , .... Vanity: I Bdrm2 12'-4" X 11'-1'' ,----- 1 I I ,, ' I I I' , ' , >< Micro , ' , ' Pantry 20'-6 II 15'-011 Min. Sink D.W. I I I I I I I I I I ~I ___;Ii Kitchen i ! Ref. D/0 l l Courtyard 20'-6" X 15'-0" Living I I I I I I I 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 Bdrm3 11'-4" X 12'-0" 13'-0" X 14'-3" 12'-0" Clg. \ \ En_trx Plan 3 ------ Italianate 3,397 SF 3 Bdrm/Den/ Bonus/Retreat/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California Porch 18'-0" X 6'-0" I I I I I I 51'-8" Nook 15'-0" x 12'-9" Fp f:p Dini~g······· 16'-6" X 11'-6" Den/ O~t. Bdrm5 11'-6" X 13'-3" 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 Family 16'-7" X 16'-9" I'-, I I',,/ I r-7,-r--7 1./' ', 1 1 Opt. Under Cabinet .,,,i Wine Captain ]@1 .:SI Butler's ~: st OptUnder ~1 Counter Ref. 9 Tandem/ Opt. flex on 'PwdV 11'-0" X 16'-1" Garage 20'13"x :0'-1" I I I ____ · ________ J 9' Ceiling U.N.O. Square Footage Tabulation Lower Level 1,673 S.F. Upper Level 1,724 S.F. Total 3,397 S.F. Garage 627 S.F. Porch 145 S.F. ----~ -----, l I I \ • · · . · . ' 1 PLA'.\0,l'-,,L I ('•\I'',~,-,')'\, Case ~;111\L" Case No.: . Po·,[\~q ~-,~-. CDP ffi-~xl(Ji)_ Exhibit No.: X__ WILLIAM HEZMALHALCH ARCHITECTS INC. 2S&l REDHlll A\'Ef.11.J"E SU!TE200 SiWr,UNli CA "927Q5..;55Q 9119 25!l OOG7 \Wtt'U,f'~b~C,im fM 949 2$0 152!} • 0 4 8 12 © 2008 Wll.lAM l-£ZM/ll.HALOI AROITECTS, NC. @ 200'! WllLI.m lillllllil.OOI .I.IIClillll'fS. INt September 24, 2009 2009107 M. Bdrm 16'-5" X 14'-9" 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 ' Retreat 11'-8" X 14'-9" I I I I I I I I O! I I M.1Ba ,I 1: ,I 1: . Dn Linen IE-+--f--f-+-+-+-+-f-+----+--+-+-+---e-- Bonus/ Opt. Bdrm4 14'-1" X 17'-5" I I I I I I I I i I I , LI_,: ,. I Laun. 1 I I :0 I I I .. Vanity: I I I ; Pantry I I I I I I I I I I ~---~11 Kitchen ii Ref. D/0 : : ----r- 1 I I Bdrm2 20'-6" I I I I I 12'-4" X 11'-1" 15'-0" Min. 0 Ba2 0 ------------ I I I ' I I I I I I I I I I I I I I I I I Bdrm3 11'-4" X 12'-0" Plan 3 Spanish 3,397 SF 3 Bdrm/Den/ Bonus/Retreat/3.5 Ba 3 Car Garage Poinsettia Ridge Carlsbad, California Warmington Residential of California Courtyard 20'-6" X 15'-0" Living 13'-0" X 14'-3" 12'-0" Clg. I I I I I I I i I I I I I I I I ii Entcy I I . " I I I I I I overed I I \ ! Entry ------------~-!--~ I I I I I I l I I 51'-8" Nook 15'-0" x112'-9" 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 Dining i l 16'-6''x 11'-6" -------:: Den/ 0Qt. Bdrm5 11'-6" X 13'-3" I I I I I I I I I I Family 16'-7" X 16'-9" I"-,. t I '-..,_ ,/ t i-----.r-r-7 I ,,/ '-.. I I 1,-'I Opt. Under Cabinet .;::ai Wine Captain ~1 :SI .:!1 Butler's ~1 §! Opt. Under :'.:I Counter Ref. 9 r-.. n I I '-, /' ( !---+--,..J I ,. " f J ,,/ ",,E ----7flllilfii!i!iiliiii~~ on idv I I I ________ J Tandem/ Opt. 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Homes in Calculation 13 15% Single Story Requirement 2 Single Story Homes Provided 2 Plan 2 Single Story Building Enge Calculation 1st Floor Perimeter 211'-8" Single Story Edge 103'-0" Single Story Edge Required 40% Single Story Edge Provided 48.6% -= ~~ I C -= ~ -' ..--1 = ...... 4 =-.· = -~ ~ 81-8 11 ~ ~ w w~~ -• '-.:t' 3'-0" Min . .,.,., Plan 2 -Spanish Perimeter Evaluation Policy 44 Poinsettia Ridge Carlsbad, California Warmington Residential of California ~ 3'-II w Plan 3 -French Provence -<D3'-" D ... aa ... ,W-QJ Plan 3 -Italianate ~ 3'-II ' 5' -0" Min. 4 Plan 3 Single Story Requirement 15'-0" x 15'-0" Min. Courtyanl All Building Planes Are 30" Min. And 30 Sq.Ft. Min. CITY ( )f ! \I,'' ' ! : \ ! l Pli\'.\\l.'\.l1 l I 1\J\lh',1( )'\ Case Name ~inalt)_Q P,;d_~ .. Case No.:~ C§ ,_Q5)(/ {_P2) __ Exhibit No.: _f;;'£_ JJ :. cJ ·3 . (O WILLIAM HEZMALHALCH ARCHITECTS INC. 21iOOREDllll.LAVENUE SUITflnG SANTAANACA 92705-5543 949 250 0607 www.'Mlaf't:lli!ectS.com fa,:.,: 949 250 1529 I -------------~ L) ( EXIST. IJ I , I --r--1-"'"'"" ................. + ............... .. + ... -. ----...----.--"'---•-----1....!'._ + ... ... + "' + ... ... + + ... I EXISTING CURB OUTLET \ ' II -. -~ ~~ ~~ ... , ... I DRAINAGE AREA J _J Ex1sr1NG DRAINAGE DITCH I r- 1: I j 1 I 0.37ACRES MOR ~ -.t- i 4.3 DU/AC SOIL 1 1 1J 1 GROUP o 3' STRIP OF P0R us PA VERS (TYP.) --41 ''I 1 I i I lj 111 'I' I I 7 ~ ~Ji Iii , 1 1·1· ---------,\ ['1'1 I II I Iii I I I GRAPHIC SCALE Engineering Prefessional Civil Engineers and Land Suroryors 30 0 /5 30 60 120 ~r::. 1--,~~~1 i i ( IN FEET) I INCH = 30 FT. 404 South Live Oak Park Road, Fallbrook, CA 92078 Phone 760 731-6603 FAX 760 897-2165 E-Mail: MBcncsh@MLBEngineering.com EX. DRAINAGE DITCH BUILDING INSPECTOR DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ATTACHMENT A -SWMP SITE PLAN LEGEND: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: SLOPES PLANTED WITH NATIVE OR DROUGHT TOLERATED VEGETA T/ON AND WATERED WITH AN EFFICIENT IRRIGATION SYSTEM. INTERLOCKING CONCRETE PA VERS GENERAL NOTES: I. THE FOLLOWING BMP'S SHALL BE IMPLEMENTED: LID SITE DESIGN BMP'S: . ~ . . ... + + + + ... + + + + + + + + PERMEABLE INTERLOCK/NG PAVERS ARE TO BE USED FOR THE LAST 3 FEET OF ALL DRIVEWAYS EXCEPT LOT 4. RUNOFF FROM LOT 4 DRIVEWAY WILL DRAIN TO LANDSCAPING. ALL ROOFTOP RUNOFF WILL BE DIRECTED INTO LANDSCAPING. WALKWAYS AND PATIOS WILL BE CONSTRUCTED OF PERMEABLE PAVING OR DRAIN INTO LANDSCAPING. NATIVE AND DROUGHT TOLERANT VEGETA TION WILL BE PLANTED ON SLOPES. SOURCE CONTROL BMP's: EFFICIENT IRRIGA T/ON SYSTEMS TREATMENT BMP'S: NONE. 2. THE ANTIC/PA TED POLLUTANTS FOR THIS PROJECT ARE: SEDIMENTS NUTRIENTS TRASH AND DEBRIS OXYGEN DEMANDING SUBSTANCES 0/L AND GREASE BACTERIA AND VIRUSES PESTICIDES LANDSCAPE INSPECTOR ENGINEERING INSPECTOR SW/1P SITE PLAN FOR: POINSETTIA RIDGE APPROVED: GLENN THOMAS PRUIM CITY ENGINEER CIVIL PE: 51274 REG. EXP. 09/30/2009 DATE DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DRAWN BY: --- CHECKED BY: ---REVIEWED BY: PROJECT No. CT 04-01 I DRAW:G No. - .. , RIW ~ RIW I : 60' (PUBLIC TILITY EASEMENT) : I 30' 30' ~/6' 4 ' 20' /0' /3' J' 5. 4.5' --2/'-------, EXIST. 8" SEWER ,__ _ _,2,'-----, EXIST. A.C. /--/.3'----\-~ RIBBON GUTTER EXIST. /2" WATR MAIN EXIST. SIDEWALK (TYP.) EXIST. CURB 8 GUTTER (TYP.) EXIST. /8" RECLAIMED WATER MAIN EXIST. /8" WATER MAIN TYPICAL SECTION: BLACK RAIL ROAD COLLECTOR STREET (PUBLIC) T/=6. 0 FACE OF DWELLING-----'f-,6' -.. 4 '-· NOTE: ~ cu UNITS WITH SIDEYARDS LESS THAN 1' WIDE ~ i;; SHAU HA VE ROOF GUTTERS DIRECTING ROOF c; -J .§: RUNOFF TO THE FRONT OF THE LOT. 2•· , .u-,6' MIN. FA CE OF DWELLING 3' MIN. 3' MIN. ·/' 4" DIA. YARD DRAIN 8 3" DIA. PVC (SCH. 40) ~--r=11± DRAIN PIPE THRU CURB (SDRSD No. D-27) 2.1' TO 4.0' RETAINING WALL (SEE PLAN) TYPICAL DRAINAGE SWALE DETAIL (WIDTH LESS THAN 1') Nor To SCALE 6' FACE OF DWELLING---a 5' FACE OF DWELLING ,,__"--5' MIN. VARIABLE SLOPE (2:/ MAX.) TYPICAL DRAINAGE SWALE DETAIL Nor To SCALE PROPERTY LINE ~~L1 1 T«J&o,_ l ""' /% MIN. SWAL) .. ,_ --~ I I ·._ MINIMUM SIDE YARD SETBACK: /0% OF LOT WIDTH j'- -~ I MINIMUM SIDE YARD SETBACK: J!'-jll,/'---,.' 5' M!NIMUM--1==>1''-cJI' I ~: ~11 crJl- i1t 11_ l\ ! /s j / w STREET /0% OF LOT WIDTH 4" DIA. YARD DRAINS 8 J' DIA. PVC (SCH. 40) DRAIN PIPE 8 SIDEWALK UNDERDRAIN PIPE PER SDCRS D-27 TYPICAL WHEN SIDEYARO WIDTH IS LESS THAN 1 '. TYPICAL LOT DRAINAGE NOT To SCALE BENCH MARK DESCRIPTION: OC-0/19 DISC SET IN WEST END OF SOUTH HEADWALL OF 24 "RCP LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD. RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-0/,/0//5/85 ELEVATION: /3. 87 DATUM: M.S.L. SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPOHIC SURVEY FURNISHED BY: DIGITAL MAPPING, INC. 21062 BROOKHURST STREET, SUITE IOI HUNTINGTON BEACH, CA 92646 (714) 968-5459 DA TE FLOWN: MARCH, 2005 THE TOPOGRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. CT04-0I COASTAL DEVELOPMENT PERMIT SITE PLAN CITY OF CARLSBAD, CALIFORNIA CDP 05-33x/A SHEET I OF 2 SHEETS ------28'---28'-----------1 1----/0'----,------!!8'-----------/8''----~~--1,0'---< IMPROVE, 'ENTS PER IMP. PLAN 433-.J GENERAL NOTES: /. STREET ADDRESS: SOUTHEAST CORNER OF BLACK RAIL ROAD ANO SONGBIRD AVENUE ASSESSOR'S PARCEL NUMBER: 2/5-04/-30 THRU 45 2. SITE ACREAGE: 5. 04 GROSS ACRES 3.68 NET ACRES 3. EXISTING ZONING: R-1 (RESIDENTIAL) GENERAL PLAN LAND USE DESIGNATION.' RESIDENT/AL Low MEDIUM 4. EXISTING LANO USE: VACANT PADS PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL 5. CLASS/FICA TION OF LOTS: RESIDENTIAL 6. TOTAL NUMBER OF EXISTING LOTS: 16 7. PROPOSED DENSITY OF DWELLING UNITS PER ACRE: 3.14 (GROSS ACRES) 8. EXISTING BUILDING COVERAGE: 0 Sa. FT • PROPOSED BUILDING COVERAGE: 30,666 Sa. FT.13.68 ACRES NET= /9% 9. BUILDING SQUARE FOOTAGE: PLAN I: 2850 Sa. FT PLAN 2: 16/9 Sa. FT PLAN 3: /673 Sa. FT. /0. PERCENTAGE OF SITE TO BE LANDSCAPED: 56% !/. NUMBER OF PARKING SPACES PROVIDED: 67 TOTAL GARAGE PARKING SPACES: 32 DRIVEWAY PARKING SPACES: 32 RV PARKING SPACES: 4 12. AVERAGE DAILY TRAFFIC JO/UNIT X 16 UNITS = /60 ADT /3. EXISTING UTILITIES: SEWER SERVICE: CITY OF CARLSBAD WATER SERVICE: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT 14. WATER DEMAND REQUIREMENTS: DOMESTIC WATER: 550 GALIDAY X 16 UNITS XI DAY I 1440 MIN. X /.6 PEAK= 9.8 GPM IRRIGATION WATER: 240 GPM (AVERAGE) 15. FIRE Flow DEMAND: 4750 GPM 16. SEWAGE GENERATION: 16 E.D.U. = 220 GAL I DAY I DU= 3520 GAL/DAY /7. EARTHWORK VOLUME EST/MA TE: CUT: 50 CY/UNIT X 16 UNITS = 800 CY (FOOTINGS AND FINE GRADE) FILL: 0 CY EXPORT.· 800 CY LEGEND SUBDIVISION BOUNDARY LOT LINE EXISTING PAD ELEVATION PLAN TYPE EASEMENT LINE SLOPE BANK (2:/ MAX.) GRADE EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING STORM DRAIN SYSTEM EXISTING FIRE HYDRANT SPOT ELEVATION PROPOSED RETAINING WALL EXIST. CONTOURS EXISTING STREET LIGHT OWNER: BLACK RAIL, LP 17/40 BERNARDO CENTER DRIVE SAN DIEGO, CA 92/28 858-6/3-/800 CEijjJJ) 3.2% -----w-- -I 332.0 APPLICANT: WARMINGTON RESIDENTIAL CALIFORNIA 3090 PULLMAN STREET COSTA MESA, CA 92626 1/4-434-4325 EARTHWORK QUANTITIES FOOTINGS 8 FINE GRADE SPOILS: 800 CY TOTAL EXPORT: 800 CY C.,L\RLSBAD ON cosrA CITY OF ENCINITAS VICINITY MAP NO SCALE 4.5' 'C :a' ~~ t-. i=X/ST. 8" WA ER MAIN 6" MIN. L10' MIN.~ {,I) EXIST. 8" SEWER MAIN TYPICAL SECTION: THRASHER PLACE RESIDENTIAL STREET (PUBLIC) DESIGN SPEED 25 MPH Tl=5. 0 (f_ EXIST. SIDEWALK (TYP.) ~ EXIST. CURB 8 GUTTER (TYP.) ,__ _________ -------RIW= 56'---------~------1 ,__ __ -----28' --------1---------28'---------1 1----1,0' 8'----------/8''--------10•· __ __, SONGBIRD IMPROVEMB TS PER IMP. PL N 397-4 / ' SURFCREST IMPROVEM NTS PER IMP. AN 43 -J UNIT MIX: PLAN #I ELEVATION F I ELEVATION I - ELEVATIONS I TOTAL 2 ELEVATION F: FRENCH PROVENCE ELEVATION/: ITAL/ANA TE ELEVATION S: SPANISH #2 2 2 3 7 LEGAL DESCRIPTION: #3 TOTAL 2 5 2 4 3 7 7 16 LOTS I THROUGH /6 INCLUSIVE OF CARLSBAD TRACT No. 04-0/ YAMAMOTO PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF MAP NO. /5676, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH //, 2008. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS CALIFORNIA COORDINATE SYSTEM /983, ZONE VI, /99/.35 EPOCH, NORTH AMERICAN DATUM OF /983(NAD83), GRID BEARINGS BETWEEN STAT/ON CLSB-046 AND STATION CLSB-044 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. /127/, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: NORTH 15°/5'04" EAST REFERENCE BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION CLSB-046 IS 0. 9999503/0. GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY COMBINED SCALE FACTOR. LOT COVERAGE TABLE Lot Plan Elevation FY Setback RY Setback Bldg SF Porc:11· Lot Area LofCoverage 1 2R s 20.0 46.0 2,262 113 9,426 25.2% 2 3R I 20.0 43.8' 2,300 145 8,383 29.2%. 3 2 FP 20.0 48.7 2,2_62 113 10,457 22.7% 4 1R s 55.3 47.1 3,529 110 13,877 26.2% 5 1 FP 39.2 58.5 3,529 110 15,974 22.8%, 6 2R 20.0 56.7. 2,262 113 9,421 25.2% 7 3 s 20.0 57.0 2,300 41 9,393 24.9% 8 3 FP 20.0 85.1 2,300 145 12,527 19.5% 9 2R s 20.0 23.7' 2,262 113 7,849 30.3% 10 3R FP 20.0 22.9 2,300 145 7,509 32.6%, 11 2 I 20.0 22.8 ' 2,262 113 7,588 31.3% 12 3 s 21.4 22.7 2,300 · 41 7,711 30.4% 13 2R FP 20.0 67.4 ' 2,262 113 10,785 22.0%' 14 3 s 21.0 56.3 2,300 41 9,192 25.5%' 15 2 s 20.0 48.9 ' 2,262 113 8,851 26.8% 16 3 I 28.1 42.9 2,300 145 11,555 21.2% Total 38,992 1,714 160,498 25.4% FP = French Provence I = Italianate S = Spanish "?~ ;;., :..: ()EXIST. 8" WA jER MAIN EXIST. SIDEWALK (TYP.) LtO' MIN. 0 EXIST. 8" SEWER MAIN TYPICAL SECTIO,v: SURFCREST AVENUE-8 SONGBIRD AVENUE RESIDENTIAL STREET (PUBLIC) EASEMENT f\lOTES Tl=6.0 (SONGBIRD), 5.0 (SURFCREST) IT] @] II] 0 @] H. INDICATES EASENENT FOR ROAD, PUBLIC UlUTY ANO INCIDENTAL PURPOSES RECORDED FEBRUARY 20, /959 IN BOOK 7506, PAGE 492 OF OFFICIAL RECORDS. IND/CA TES EASEMENT GRANTED TO FRANK H. AYRES ANO SON, A CORPORATION, HOLDER OF AN EASEMENT FOR ROADWAY PURPOSES AND RIGHT OF WAY FOR INSTALLATION OF PUBLIC UTILITIES AND PIPELINES AND INCIDENTAL PURPOSES RECORDED AUGUST 26, /960 AS FILE NO. 17450/ OF Off/CIAL RECORDS. IND/CA TES EASEMENT GRANTED TO CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOCUMENT RECORDED DECEMBER 26, /997 AS FILE NO. /997-0658896 OF OFFICIAL RECORDS. CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOCUMENT RECORDED AUGUST 6, 2002 AS FILE NO 2002-06639/6 OF OFFICIAL RECORDS. IND/CA TES RESTRICTED SIGHT DISTANCE CORRIDOR PER MAP NO. /5676. IND/CA TES PUBLIC UTILITIES EASEMENT TO THE CITY OF CARLSBAD DEDICATED PER MAP NO. /5676. INDICATES PR/VA !'f DRAINAGE EASTMENT PER MAP No. /5676. SAN DIEGO GAS llND ELECTRIC COMPANY PUBLIC UTILITY EASEMENT RECORDED JULY 28, 2006 AS FILE No. 2006-0535249 OF OFFICIAL RECORDS HAS NO SPECIFIC LOCA T/ON SET FORTH IN DEED AND CANNOT BE PLOTTED. ABBREV/A TIONS REFERENCE ORA WINGS: BW ELEV FL FP FS GB IE MH NSF NTS p PL PV/ RCP BACK OF WALK ELEVATION FLOW LINE -, FLOOD PLAIN FINISHED SURFACE GRADE BREAK INVERT ELEVA T!ON MANHOLE NET SQUARE FEET NOT To SCALE PAD ELEVATION PROPERTY LINE RIW RIGHT OF WAY RW RECLAIMED WATER S SEWER SD STORM DRAIN TC TOP OF CURB TF TOP OF FOOTING TW TOP OF WALL VC VERTICAL CURVE W WATER WS WATER SURFACE POINT OF VERTICAL INTERSECTION (VC) REINFORCED CONCRETE PIPE 335-5 IMPROVEMENT PLANS FOR BLACK RAIL ROAD 397-4 IMPROVEMENT PLANS FOR CT 00-/3 401-5 IMPROVEMENT PLANS FOR CT 99-/0 433-3 IMPROVEMENT PLANS FOR CT 04-0/ 433-3A ROUGH GRADING PLAN FOR CT 04-0/ Engineering Prefessional Civil Engineers and Land Survryors 05124/09 MB REVISED BLDG LAYOUTS ANO DWY LOCATIONS ON LOTS 2, 7, /4 404 South Live Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-Mail: J\,IBenesh@J\,1LBEnginccring.com 11/02109 MB DA TE INITIAL ENGINEER or WORK CITY COMMENTS DA TED OCTOBER 26, 2009. REVISION DESCRIPTION • • • ' ' ' ' ' ' \ \ \ \ ' ' ' ' ' ' ' ' I \ ' ' ' ' ' 'I \ \ ~\ _)(\'--"--"---::/'-r , ' ' ' ~---/ ,'·-,---✓ ', ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ) / I , .., : I ' ' , , ' ' ' ' ' . . I \, ( / ' ' ' , ' ' ,,._~·,\· /~'~'-''v,~,._,.-,, _A-,,,_,.,', ~ ' ' ' ' ' ' , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ' \ \_ \ .;1">1,1! ' ' ' ' ' . ' , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ·- ' ' ' ' ' ' ' , , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ', ~~-~--'" ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' , ' Ex1bT. fEwE ' r-· C.L. I ! : \ [ '' ' \ ' : : ' .----' ' . ''' 11··: \ :::l ''' '' '' I I \ , \ ,--' ' ' ' ' ' ' ' 11 I ' ----i 8.1' t . I q;-, I ' ~ ·o ' ' -,0 I ' ' ' I~ ' ~ ' I ' /8.0' ' 11 :1 c::, I ~ i\ '-.J FACE OF DWELLING-------' 4" DIA. YARD DRAIN 8 3" DIA. PVC (SCH. 40) GRAPHIC SCALE DRAIN PIPE THRU CURB (SDRSD No. D-27) WHEN 30 o 15 30 60 120 DISTANCE BETWEEN WALL AND RESIDENCE IS LESS THAN 6' ln.-.:•:.-.:•:...I_I l _____ __,I 2.1' TO 4.0' RETAINING WALL (SEE PLAN) 11f!: !1ir ~r. SECTION A-A NOT TO SCALE I "' I j~ ~I~ Ill . I as ~ I 01:i• "" ~ 1:1:: vj ~llli • "' >s' {/) ~ L,j ~I"' 1°'' s· ~ \" ~I~ TW GRADE TF GRADE 2 I EASEMENT NOTES SEE SHEET I FOR EASEMENT NOTES. Engineering Prefessional Civil Engineers and Land S urvryors 404 South Live Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-lviail: lvIBenesh@MLBEngineering.com 05/24109 MB ///02/09 MB DATE INITIAL ENGINEER OF WORK EX, RESIDENCE REVISED BLDG LAYOUTS AND DWY LOCATIONS ON LOTS 2, 7, /4 CITY COMMENTS DA TED OCTOBER 26, 2009. REVISION DESCRIPTION AVAL.ABLE ·-rHROUGH FENc:::woRKS ]NC, 1,,aoo,, Js1r,s020 FW-REVOLUTION TUBULAR STEEL FENCE f • ,I) ·' l!'I ELEVATION BRACK£{ A,TTACHMENT DETAIL NOTE: ALL MA!Efl:AL TO BE PfEGAL\/ANIZEO, PAINT W/ONE COA1 EPOXY PRMER & ONF. COAT EXTERIOR fNAMSl FINISH GOtOR BY OWNER i>r/\lKRSo.trt ~oc ./WJ.Hfiij' PALM!JAt..t: r_, 1 800-350•5620 LE6END MCNtTT:£ 1YJ<Ul$nlt» 'fA'iTA P~ Lt. e:n;r~u t LCCl<Am.r: K!1"M. 6ATE i-ATC,H , ON s:1'!: OF 6ATE .2, zxe. 10P CA!". GAF LAtD !>LAT 5, (2) HfP.vt .l'!Jf'!' '1'' 1Yl"f: METAL HIN5!3., ttAAVl'IARE ro ee · i:fU:Gll:V Br ~iOR ·4_ AOJMM H~'r' ~ 5. I~ Yi:'~TICAI. SOAAJ?5 (BoA.!'<P oH 1'0Al'il'.D CO~'TRUCTION) 6. :iX:4 6A'Tf l'AAMl: NM'H. DIM,aHAI.. SAACI!!. IN$,AU. ~ AKD eAACe ON eACl< S)P,I; OF 6_.I\TI;, , 1. i"JNIGH ~E a,, IX4 HOOD TF;l\-i -TOP, Sto$ AW OOTTQM AT ~ QF 6i'<!l: . <!, :2)(4 f"lOOtl J>.He -~ ~nt 9/b'' DIA. >; e• I.Om. L,,,0,$ SOL TS ttrH EXPANSION $.l6.-DS, USE ~ · AT EACH eol.'l" IQ. ADJ,l,.c;fNT ~ILV.IN6 II, ~TY HAf.01<~ 1'i,1oJ,.J.. 0/1·002 • AU. ~ TO Se A !,I\Nll-lA-f 10. :Z ~ OR &I ,et P~ A'll:l AA!Wl TO I:!:. RED c.a:,AA. -, ·-· (:)~ u #d • ;,.i:rr eu:, .AL~ie ,'RE Tc 1W ~ er o~· • ~TI'(;~ Cet,AA, !'l!R ~ ~!'II'! Rf/.K.'11,SiDt -Q~O'- .MW-!t1W. f'JJ.U:I:lN.t St,Ni'• P~tA- U c:E~OO ;;....-- FENCE PLAN oinset:t:ia CITY OF CARLSBAD, CALIFORNIA ~,_,_,,,,,,,,0 ,,,,,,, -•~"'"'''' M'o MMMMMo-o,• 0 t'•'''•''••••••••M • \ 1 :'; 1( , AVAILABLE THROUGH FENCE WORKS INC, 1 ~800:-c 3$0-5620 !:VN~ NAVf; X 6" FENC!NG W / 1" OVERLAP C ~~~~w,O,Oo>'o•S ''>woe C ''°~( ' , ,.e~ •M,,o.,,M,N,0,•• ma\ ',,,,,,,, ,1·'"'" 'T'·-~ ' \ FW-BOARD ON BOARD WOOD FENCE WITH STEEL POST TOP VIEW OF 80LT UP POST ~:vr:~:Stl:$ ct£ANSK1f A.¾N-ltlli f>'.N.!.!(\N,£ VD!Fl::E· ~'0-.'.:R£f!t.LD SAN¼A PA'AA tl Ct~'l-RO CONTRACTOR $HALL USE GALVAWZEO NAH,,$ THROUGHOUT AL.L WOOD MEMBERS ShALL BE ROUC,H 5.AWN LUMBER, ALL \\'GOD SHALL 8£ PA!NT£D OR CLEAR 5£At£D J;.'f:Uk 00. W-002 ELEVATION LEGEND: 6' Wooo FENCE f'ER DETAIL W-002 SHEET I WOOD GA TE PER DETAIL SHEET I 6' TUBULAR STEEL FENCE PER DETAIL 0//-002 SHEET I BLOCK WALL (PROTO II FENCE WALL PER DETAIL SHEET 3) RETAINING WALL (SEt GRADING PLAN FOR HEIGHT) EXISTING RETAINING WALL PILASTER (PER DETAIL SHEET I) Mow CURB 404 South Live Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-lvfail:.'v1B~nesh@lvILBEngineering.com W,F. r " " G IWF, 0 ~ B.W -- PILASTER ■ I Sh1et I City of Carlsbad Enqineerinq Department Fence Plan For: "F oinsettia Kidge11 Carlsbad Tract No. 04-01 Drawn By. Project No, Checked By. --CT 04-01 Reviewed By: I Sh~ts I Drawing No, - , 11 11 11 11 c::i 11 "<;{ 0 11 ct ...J 11 -~ 11 lie:: PILASTER u 11 "<;{ ...J Ill 11 11 T.S. I I 11 11 I r I 11 11 PILASTER 11 11 11 11 11 T.S. 11 11 I 11 TUBULAR STEEL FENCE 11 11 PILASTER 11 11 11 L ----<Ill 11 T.S. 11 11 11 PILASTER 11 T. • (@! GRAPHIC SCALE PROPOSEO RETAINING WALL PER PRECISE GRADING PLAN (TYP.) Mow CURB B.W. LOT I WOOD GA TE (TYP.) W.F. G W.F. W.F. LOT 2 @ W.F. G W.F. G W.F. LOT 3 LOT 4 @ W.F. EXISTING RETAINING WALL TUBULAR STEEL FENCE ON TOP OF PROPOSED ETA/NING WALL PER PRECISE GRADING PLAN (TYP.) G W.F. T.S. W.F. ----- 20 0 JO 20 40 80 Engineering Prqfessional Civil Engineers and Land S urvryors •I -~•11;;;;.~~.__;;;;l'---I '~--~I 404 South Live Oak Park Road, CA 92028 G W.F. SONGBIRD A VENUE PILASTER B.W. TUBULAR STEEL FENCE W. F.---..:::::. --- LOT 8 PROPOSEO RETAINING WALL! ® PER PRECISE GRADING PLA~ (TYP.} ) __ _ I W.F. T. S. ON SLOPE W.F. LOT 7 @ G W.F. G W.F. LOT 6 0iJ W.F. W.F. T. S. ON SLOPE PILASTER !!! ........_ 1 G:i --~ / _~ /T.s. ~~~~...,:;::;;;_j~--~~_j; w. F. w. F. T. s. ON SLOPE I LOT 5 PILASTER 0 --T EXISTING DITCH (TYP.) ( IN FEET) I INCH cc 20 FT. Phone 760 731-6603 FAX 760 897-2165 E-Mail: :tvIBencsh@MLBEnginccring.com PILASTER LOT 9 T.S. @ CE W.F. PROPOSED RETA/ ING WALL PER PRECISE GR DING PLAN (TYP.) Mow CURB ..... lli e: C/) .... PROPOSED RETAINING WALL PER PRECISE GRADING PLAN (TYP.) B.W. ---=::: LOT /6 ® T. S. ALONG DITCH W.F. ~ Ct: t.) ULA TEEL FENCE ~ ::::, LOT /0 T.S. C/) § W.F. W.F. G ~.F. G LOT II @ W.F. W.F. W.F. G LOT /2 ® PROPOSED RETAINING WALL PER PRECISE GRADING PLAN (TYP.) TUBULAR STEEL N LEGEND: 6' WOOD FENCE PER DETAIL W-002 SHEET I WOOD GATE PER DETAIL SHEET I 6' TUBULAR STEEL FENCE PER DETAIL 0//-002 SHEET I BLOCK WALL (PROTO Ii FENCE WALL PER DETAIL SHEET 3) RETAINING WALL (SEE GRADING PLAN FOR HEIGHT) EXISTING RETAINING WALL PILASTER (PER DETAIL SHEET I) Mow CURB W.F. W.F. LOT 15 @ G W.F. W.F. LOT 14 ® ~G7W:_;F_----~]{g/ /gJ G W.F. LOT /3 @ PILASTER EXISTING RET. WALL I WE. W.F. W.F. -E..._ _ PILASTER U...-1_1 r l...J 7 T.S. ON SLOPE T. S. ALONG DITCH J T. S. ALONG DITCH J T.S. SLOPE T.S. ON SLOPE TUBULAR STEEL FENCE WESTERLY OF EXIST. DITCH City of Carlsbad G~ I Sh2et I I Sh?ets I Engineerina Department Fence Plan For: T.S. B.W. 11 f oinsettia R_idge 11 Carlsbad Tract No. 04-01 -- PILASTER ■ Drawn By: Project No. Drawing No. Checked By: --CT 04-01 -Reviewed By: NOITS: 1. 2. 3. POST ITNSIONEO ROD. END OF WALL. 6. 1/4 REINFORCING 111TH 6" HOOK 7. INTO FOOTING BELOW. FILL 111TH ENO OR CORNER OF WALL MAY START 11. 111TH #4 VERTICAL REBAR, GROUT SOLID 12. PROTO II WALL. 15. RUN HORIZONTAL JOINT REINFORCING THROUGH PIER STOP AT FACE OF PIER AT CONTRACTOR'S OPTION. NOTE: • SEE 8" ROD VARIANCE SPEC AT NOITS NO. 5 AT BOTTOM OF WALL SCHEDULE. 8" VARIANCE APPLIES TO ALL RODS EXCEPT THOSE AT CONTROL JOINTS AND END OF WALL. 4. 5. RODS AT 12" EITHER SIDE OF A CONTROL JOINT OR END OF WALL. NOT USED. NOT USED. GROUT OR 8" HIGH LIFTS OF MORTAR. 6A. POST TENSIONED ROD SPACING PER SCHEDULE BUT NOT TO EXCEED 4'-8" ON EITHER SIDE OF THE CONTROL JOINT OR END OF WALL. THEN SPACE FIRST POST ITNSION ROD PER SCHEDULE. REBAR MAY SUBSTITIUIT FOR P.T. ROD AT CORNER OR END OF WALL. 8. NOT USED. 16" MASONRY PIER 111TH 4 #4 VERTICAL AND 1 #2 TIE AT TOP OF PIER. 13. 12" SQUARE MASONRY PIER 111TH 1 #5 VERTICAL. 14. LINE OF FOOTING BELOW. FOOTING AT PROTO II WALL PER PLANS AND 16. ALL VERTICAL MASONRY PIER REINFORCING SHALL HAVE 6" HOOKS AT BOTTOM AND EXITND A MINIMUM OF 8" INTO FOOTING. (1) (6 9. NOT USED. SCHEDULES. FOOTING AT PIER SHALL 17. TYPICAL ROD SPACING PER SCHEDULE "S". MAXIMUM ROD SPACING FROM CONTROL JOINT MAY BE 1/2 THE TYPICAL ROD • AT CONTRACTORS OPTION, THE WALL EXPANSION JOINT MAY OCCUR AT 10. NOT USED. BE 12" THICK AND 4" \\1DER ALL 18. THE FACE OF THE PIERS AS SPECIFIED IN GENERAL NOTE 14. AROUND THE PIER. ,,rl __ 6:;;.;A __ ---,1} 0 END OF· WALL (1) l ~""-(2) (1) n ~(6) ~~. -+q ~ ~ 6A ~ 0 ALTERNATE CONTROL JOINT SPEC. AT CONVENTIONAL REINF. (17) (18) (18) (S) S/2 (MAX) S/2 (MAX) (11) ® TYPICAL CONTROL JOINT SPEC. AT POST TENSION ROD. MASONJY CONTROL JOINT NOIT: MAKE A CLEAN VERTICAL BREAK OF ALL MA ITRI AL IN CONTROL JOINT. 1 (3) L 9 SPECIAL WALL CONDITIONS AND OPTIONS (1) (2) 2 (5) 71 NOITS: 1. FENCE WALL -DETAIL NOT SHOl'IN FOR CLARITY. 2. FINISHED GRADE. 3. NO SLOPING ADJACENT GRADE ALLOWED. 4. FACE OF FOOTING TO TOP OF SLOPE. 5. BOTTOM OF SETTING PAD. 6. SEE SCHEDULE FOR WALLS UP TO 6'-0" HIGH. 7. SEE SCHEDULE FOR WALLS ABOVE s·-o· HIGH. NOTE: ----------THIS DETAIL DESCRIBES THE MINIMUM DISTANCE REQUIREMENTS FOR THE LOWEST FOOTING EDGE TO FINISHED GRADE. 5' -0" MINIMUM TO DAYLIGHT (6) SCHEDULE FOR WAULS UP TO s· -0 FACE OF FOOTING MIN. DEPTH OF DIP OR MINIMUM DEPTH OF TO TOP OF SLOPE. OR TIRENCH FOO~NG 13" DIA PIER 12" OR MORE 2'-4'" 3'-6" 6" TO 11" 2'-7'" 3'-10" 3" TO 5" 2 -10 4'-0" (7) SCHEDULE FOR WALLS ABOVE 6'-0" UP TO 9'-4" FACE OF FOOTING ADDED DEPTH OF DIP OR ADDED DEPTH OF TO TOP OF SLOPE. OR TIRENCH FOOTING 13" DIA PIER 36" OR MORE o· o· 30" 6" 5- 24" g· 9·· 12" 15" 15" 6 18 1a·· 3• 20" 20" 5'-0" TO DAYLIGHT DETAIL FOR FOOTINGS NO SCALE NOITS: ® END OF WALL ~ 2) © END OF WALL 12" (17) (S) (1) f-:c t:; "' ~ Lil :c 0 0.. ~ Lu Lu Ill (/) Ill Lu IZ "' ~ u ~ tJ ~ z ~ z 0 =F g < u 0 G: "' ~ 0.. (/) (6) (3) (4) © RETIJRN CONDITION (1 7 (1 ® RETIJRN CONDlffiON (1 NOITS: ..;: .. , ' -- 1. PROTO II FENCE WALL PER PRODUCT DATA SHEET. (6) A. PROTO II TENSION ROD SHALL BE 2. 3. 4. 5. 6. 7. 7 /16" DIA STRAIGHT, THREADED BOTH ENDS AND SHALL HAVE MIN. 12" EMBED INTO MASONRY RETAINING WAUL 111TH PLAIT WASHER. SOLID GROUITD RETAINING WALL. DESIGNED BY OTHERS. INSTALLER TO VERIFY RETAINING WALL DESIGNED BY OTHERS 1'11LL SUPPORT THE PROTO II FIENCE WALL ABOVE. FINISHED GRADE. 2 #3 MIN. IN BOND BEAM -LAP 20" WHERE OCCURS. BACKFILL SHALL BE NON- EXPANSIVE SOILS. SEE SOILS REPORT. COUPLER IF PIRTIAL HEIGHT ROD IS USED IN LIEU IF FULL HEIGHT ROD. 1/4"x1"x2" EMIEDMENT PLAIT 111TH 1/2" NUT ABOVE PL.TE AND 1 /2" COUPLER BELOW PLAIT OR (2) 1 /2" NUTS). NOTE: PROTO II FENCE WALL CAN BE PLACED AT ANY LOCATION ON THE TOP OF THE RETAINING WALL (FLUSH OR CENITRED) BUT THE POST ITNSIONED ROD SHALL AT All TIMES BE PLACED BEMEEN THE 2 REINFORCING BARS AT THE TOP OF THE RETAINING WALL. 0 PROTO II WALL CONNECTION TO TOP OF CONVENTIONAL MASONRY 7 RETAINING WALL NO SCALE 1. GROUT SOLID ONLY AT POST-ITNSIDN • :c • ROD CELLS BELOW GRADE. 2. LOW SOIL. 3. CONCRETE FOOTING. 4. HIGH SOIL. 5. PROTO II FENCE WALL. 6. ' 2'-0" MAX. AT 6" PROTO II. 7. A MODIFIED 6" THICK PROTO II WALL MAY BEGIN 111TH A SOLID 8" HIGH GROUITD COURSE OF 8" BLOCK. THE SOIL RETAINAGE MAY THEN INCREASE TO 2'-8". 8. HEAD JOINTS IN FIRST COURSE OMlillD FOR WEEP HOLES, SEE GENERAL NOTE 9. 9. 2" SOIL MIN OVER FOOTING. ROD SPACING AND FOOTING SELECTION NOITS A. FOR ALL RETAINING CONDITION EXPOSURE C 111TH 4'-8" AND SMALLER FENCE ABOVE, ASSUME A MINIMUM FENCE HEIGHT • C0 _,_ • C0 _2_ • co _3_ io _4_ • co 5 • C0 6 • co _7_ • co (2) NDITS: 1. TOP OF FOOTING. 2. PROTO II WALL -VERTICAL POST ITNSIONED ROD NOT SHOWN FOR CLARITY. 3. 8" HIGH COURSES ARE SHOWN IN DETAIL. OTHER BLOCK SIZES MAY BE USED AS REQUIRED BY THE FENCE WALL DESIGN. HORIZONTAL JOINT REINFORCING (REF, GENERAL NOJE !112). "F" OF 6' -o• (H MIN = 6' + "R"). (EXAMPLE: FOR 1'-4" RETAINING AND A 4'-0" _a_ 1. HORIZONTAL JOINT REINFORCING SHALL BE PLACED AT THE MORTAR JOINTS #2 & #3 BELOW THE PLAIT WASHER AND 2'-o• O.C. THEREAFTER UNTIL THE TOP @ DETAIL AT SOIL RETAINAGE HIGH FENCE WALL, H=6'-0"+1'-4"= 7'-4" USE 7'-4" SCHEDULE DESIGN.) 8. FOR All RETAINING WALLS 111TH 5'-4" TO 6'-Q" WALL ABOVE. ASSUME FENCEWALL HEIGHT OF 6'-8" + "R". C. FOR All RETAINING WALLS 111TH 6'-8" TD 7'-4" FENCEWALL ABOVE, ASSUME MINIMUM FENCEWALL HEIGHT OF 8'-0" + "R". NO SCALE 8 • C0 _9_ (1) HORIZONTAL JOINT REINFORCING OF FOOTING IS REACHED. (e.g. A NOMINAL 6'-0" HIGH WALL WOULD HAVE JOINT REINFORCING IN A TOTAL OF THREE COURSES). NO SCALE SPACING "S", S/2. FOR EXAMPLE, IF TYPICAL ROD SPACING FROM SCHEDULE IS 8'-0", MAX ROD SPACING FROM A CONTROL JOINT MAY BE 8' /2=48". (16) (1 (l) (15) ------} l__ . cc --I:£ ______ _ 12· 16" 12" • ..,. ;;; I "' :::, (9~ I (1) "'l II II V 16" MIN. 0 DIP FOOTING PROFllf (1) (5) II II II i -@_J L 0 PLAN 0 TOP OF FENCE DETAIL (1) (2) (1) (4) NO SCALE NOTES: 1. PROTO II FENCE WALL 2. 3" MORTAR COVER AROUND COUPLER AND/OR POST TENSIONED ROD FOR CORROSION PROTECTION. 3. 7 /16" DIA F\JLL HEIGHT POST TENSIONED RODS 1'11TH 3" HOOKS. ROLL THREADS AT TOP FOR NUT ATTACHMENT. 4. CONC. FTG. -NO COLD JOINTS PERMITTED. 5. TRENCH MAY BE OVER EXCAVATED AS SHOWN- FlLL W/ COMPACTED FlLL OR CONCRETE. 6. 13", x 3'-9' DEEP CIRCULAR PIER FTG. MAY BE USED IN LIEU OF DIP FTG. SPACING AND SEmNG PAD TO REMAIN lliE SAME. 7. NO VOIDS OR HONEYCOMBING OF CONC. AT JUNCTION OF POST TENSION ROD AND REINFORCING BARS ALLOWED. PROVIDE CONSOLIDATION OF CONCRETE \/IA \IIBRATION, RODDING OR OTHER APPROPRIATE MEANS. 8. VERTICAL FOOTING REINFORCING AT WALLS OVER 6'-0" HIGH USE f4 x IN CENTER OF STRAIGHT ~ !i""'124" DIP OR PIER. OR"L"OK 'I 9. THIS DETAIL SHOWS THE POST TENSION ROO CENTERED IN THE DIP FTG. -HOWEVER THE POST TENSION ROD SPACING IS INDEPENDENT OF THE DIP FTG. AND THEY 00 NOT NEED TO LINE UP. 10. NOT USED IN WALLS 6'-0" AND UNDER. 11. VERT. REINF. REQ'D WHEN USING CIRCULAR PIER DETAIL IN LIEU OF "DIP". SEE NOTE 6 BELOW WALL SCHEDULE. 12. A CONTRACTOR OPTION IS TO STAB THE #4 VERTICAL REBAR DOWN INTO THE DIP, PIER OR CONTINUOUS TRENCH FOOTING AND EXTEND IT +/-8" INTO THE FlRST COURSE OF BLOCK. NO SCALE NOITS: 1. FILL CAP BLOCK 111TH MORTAR. IMMEDIA ITL Y "FLIP" ONTO ROD. 2. CAP BLOCK OF SUFFICIENT SIZE TO COVER PLAIT AND ROD. 3. SITEL PLAIT SIZES: A. 6" PROTO II: 1/4" x 4 1/2" x 6" B. 6" SLUMP PROTO II: 1/4" x 4" x 6" S1EEL PLATES TO BE PLACED AT THE EDGE OF THE CELL SO THAT THE PLAIT BEARS FULLY ON THREE SIDES. 4. CONTINUOUS HORIZONTAL JOINT REINFORCING PER NOIT 612. 5. CENTER WEB BELOW. NO SCALE NOITS: 1. PROTO II WALL. 2. 3" MORTAR COVER AROUND COUPLER AND/OR POST ITNSIONED ROD FOR CORROSION PROITCTION. -+-----...,,...t-,,-'lr----..-----+-3. 7 /16" DIA FULL HEIGHT POST ITNSIONED RODS 1'11TH 3" HOOKS. ROLL THREADS (2) AT TOP FOR NUT ATTACHMENT. NO VOIDS OR JUNCTION OF POST TENSION ROD AND REINF. BARS ALLOWED. PR0"1DE CONSOLIDAllON OF CONCRETE VIA \IIBRATION, RODDING OR OTHER APPROPRIAIT MEANS. 4. THICKEN FOOTING TO PROVIDE 3" MIN. COVER AS REQUIRED AROUND ANCHOR BOLT. 5. SEE SCHEDULE AND OTHER DETAILS. FOOTING ELEVATION AT POST lENSIONED ROD NO SCALE GENERAL NOTES 1. THE PROTO-II WALL IS DESIGNED FOR WIND AND SEISMIC FORCES AS REQUIRED AND APPROVED BY THE LOCAL JURISDICTION. SEE SCHEDULES FOR EXPOSURE, \',IND FORCES, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. CONTRACTOR IS RESPONSIBLE TO VERIFY REQUIREMENTS 1'11lli BUILDING DEPARTMENT AND OWNER. AUL WORK IS TO BE PERFORMED IN ACCORDANCE 1'11TH THE APPROVED SITE PLAN SOILS REPORT AND/OR APPLICABLE CODE REQUIREMENTS. 2. TIHESE DESIGNS ARE NOT TO BE USED FOR RETAINING EARTH (LEVEL BACKFIUL) ABOVE 2' -0" FOR 6" PROTO-II, AS MEASURED FROM LOW SOIL TO HIGH SOIL. NO SURCHARGES \\1THIN 5'-0" OF WALL ARE AULOWED. SEE DETAIL 10. 3. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FlT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FORGEIGN MAillR. 4. SOIL SHALL BE FlRM AND COMPACITD PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, CONTRACTOR SHALL VERIFY VIA SOILS REPORT TIHAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE Of 200 PSF /FT STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF. 5. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE WITH A MIN. STRENGTH OF 2.500 PSI -TYPE II CEMENT (TYPE V '/MERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN. OF 48 HOURS OLD PRIOR TO FlNAL TENSIONING. 6. LAP REINFORCING STEEL: LAP = 26" FOR #4 BARS 32" FOR /15 BARS IN MASONRY. 24" LAP IN CONCRETE FOR /14 OR #5 BAR. 7. CONCRETE MASONRY UNITS SHALL COMPLY Willi ASTM C-90 AND BE 2,000 PSI MIN. (rM DESIGN CRITERIA FOR BLOCK IS BASED ON 2000 PSI). BLOCK SHAUL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT BLOCKS \\ITIH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. 8. MORTAR SHALL BE TYPE S, 2000 PSI MIN. MORTAR MAY BE USED AS GROUT IN 8" HIGH LIFTS. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24 HOURS OLD PRIOR TO FlNAL TENSIONING. 9. FlRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. HEAD JOINTS MAY BE OMITTED IN FIRST COURSE FOR WEEP HOLES. 10. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy = 40,DOO PSI. 11. PROTO-II HARDWARE IS DEFlNED AS: TENSION ROOS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (Dll) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-II LICENSEE TO lliE CERTIFlED INSTALLER. POST TENSION RODS SHALL BE 7 /16" DIAMETER WITH 1/2" ROLL lliREADS CONFORMING TO ASTM A615 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED 1'11THOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE DETAIL 5 FOR \\1DTHS. 1/2" COUPLERS PER ASTM A563 GRADE A, AND THE COUPLER MUST F\JLL Y ENGAGE lliE UPPER AND LOWER ROD, F\JLLY ENGAGED AS DEFlNED AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL lliREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS PER ASTM F959 TESTING PROCEDUREcS. PLASTIC REBAR SADDLES ARE NON-STRUCTURAL. 12. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WllllE AND PLACED PER DETAIL 8 AND CONFORM TO ASTM AB2 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE F\JLL CROSS SQUARE (6" MINIMUM LAP). 13. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOlli ENDS FOR ADDITIONAL LIFTS. MIN. OF Y "L" HOOK, OR "J" HOOK AT ENO OF TENSION ROD. 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' 0.C. IN ALL NON-STUCCOED WALLS AND 20' ON CENTER IN STUCCOED WALLS Willi CLEAN VERTICAL BREAK OF ALL MA TERI A LS. SEE DETAIL 1 FOR ROD SPACING AT CONTROL JOINTS AND WALL ENDS. 15. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT \\1TIH THE BEARING PLATE. 16. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; SEE DETAIL 6, NOTE NO. 3. AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DO~ INTO THE DIP, SEE DETAILS 3 AND 4. 17. A PROTO-II 011 (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT W/ THE 011 "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FlNAL TENSIONING BY A PROTO-II APPROVED INSPECTOR SHALL VERIFY FlNAL TENSIONING TO 6.000 POUNDS BY 1 OF 2 MElliODS: METHOD 1: VISUAL INSPECTION OF DIRECT TENSION INDICATOR (CTI), TABS FACING UP AND COLLAPSED AGAINST NUT W/ NO UGHT LEAKAGE BETWEEN THE PROTO-II 011 ANO BOTTOM OF NUT: METHOD 2: USE OF A CALI BRA TED TORQUE WRENCH TORQUED TO 55FT /LBS. (Dll MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF Dll REQUIREO WHEN USING METHOD 2). INSPECTOR SHAUL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION Of PLATE ON BLOCK, AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. MASONRY DESIGN IS BASED ON llilS SPECIAL INSPECTION. 18.•DESIGNS ILLUSTRATED ON llilS PRODUCT DATA SHEET ARE FOR PROTO-II WALLS AND PROTO-II RETAINER WALLS UP TO A COMBINED HEIGHT OF 10'-Q". ADDITIONAL SCHEDULES ARE AVAILABLE FOR PROTO-II WALLS UP TO 13'-4" HIGH AND HIGHER "HYBRID" PROTO-II WALLS. 19. ALL CONVENTIONALLY REINFORCED PILASTERS REQUIRE SPECIAL IINSPECTION. SPECIAL INSPECTION INCLUDES CONTINUOUS OBSERVATION OF GROUTING ALONG 1'11TH A PRE-GROUT INSPECTION lliE PRE-GROUT INSPECTION INCLUDES VERIFICATION OF THE LOCATICDN OF STRUCTURAL ELEMENTS, GRADE OF REINFORCEMENT AND OVERALL WORKMANSHIP AND QUJALITY OF MATERIALS BEING USED, FOR CONFORMANCE 1'11TH CONSTRUCTION DOCUMENTS. 20. ENO ZONES FOR WIND DESIGNS ARE EXCLUDED. I.E. Cf = 1.3. (3) (4) ~ r 'br I \2 "'r o• .... 'j' ~(0 "' "' ~ ~ =~ f2 ! . "' $~ r--'oo PROTO-II (5) PLAN YIFW 1:ilfilS;_ 1. POST TENSION ROD. 2. NUT. 3. COMPRESSED 011 INDICATOR -NO LIGHT PASSES BETWEEN BOTTTOM OF NUT AND 011 '/MEN PROPERLY TE[NSIONED. 4. TOP PLATE. 5. COLLAPS\BI.E . TABS. 6. MINIMUM 1ENSSION TO BE 6,000 LBS LOAD AND CONFIRMED BlY ONE OF 11\0 MElltODS PER NDTE "C" BELOW. A. PROTO-II Dll TO BE USED AT EACH TENSION ROD, TABS FACING UP AGAINST BOTTOM OF 1/2" NUT AND TABS COLLAPSED TO ACHIEVE TENSION. 8. Dll IS ONE OF TWO APPRO\/ED MElltODS OF TENSIONING. OTHER OPTION OF TENSIONING IS TORQUE TO 55 FT /LBS USING A CALIBRATED TORQUE WRENCH D11 MUST STILL BE PLACED ON ROO IF USING TORQUE WRENCH MElHOD. SEE GENERAL NOTE 17. C. APPROVED SPECIAL DEPUTY INSPECTOR MLL PERFORM A VISUAL INSPECTION WHEN USING THE Dll MElHOD TO CONFIRM THE Dll IS COLLAPSED l',llli NO LIGHT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT. IF USING TORQUED WRENCH MElHOD, DEPUTY INSPECTOR WILL CONFlRM WALL 15 TORQUED TO 55 FT /LBS AND \IISUAL INSPECTION OF Dll IS NOT REQUIRED. D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION PERFORMED BY ONE OF THESE 1WO METHCO, BY AN APPRO\/ED SPECIAL DEPUTY INSPECTOR. INSPECTOR TO PRO\IIDE A COMPLETED REPORT TO LISTED PARTIES. DTI INDICATOR DIRECT TENSION INDICATOR (2) (2) (11) (4) r----._(5) (10) I I (9) NO SCALE NOTES: 1. 6" NOMINAL (5 5/8" ACTUAL). 2 HORIZONTAL JOINT REINF -SEE NOTE #12. 3. f4 CONTINUOUS AT 6" PROTO II. 4. CONCRETE SITTNG PAD. NO VOIDS OR HONEYCOMBING OF CONCRETE AT JUNCTION OF POST TENSION ROD AND REINF. BARS ALLOWED. PROVIDE CONSOLIDATION OF CONCRETE VIA VIBRATION, RODDING OR OTHER APPROPRIAIT MEANS . 5. DASHED UNE INDICATES LINE OF DIP FOOTING OR LINE OF CONT TRENCH FOOTING • 6. DEPTH OF CONTINUOUS TRENCH FOOTING. 7. • 8" AT 6" PROTO II. 8. 3" MORTAR COVER AROUND COUPLER AND/OR POST ITNSIONED ROD FOR CORROSION PROITCTION AT FIRST COURSE. 9. VERTICAL REINFORCING AT TIRENCH, AND DIP FOOTINGS FOR WALLS OVER 6' -a• HIGH. USE ., x AT THE ~ENTER r 6'.: AS STRAIGHT "J" OR "L" OK __........I REQUIRED OF EACH DIP FOOTING AT DIP FOOTING DESIGN. REBAR SPACING IN TRENCH FOOTING FOR WALLS 6'-8" TO 8°-0· SHALL MATCH SPACING OF DIP FOOTINGS. ABOVE 8'-0" AND WHERE DIP FOOTING SPACING NOT AVAILABLE, SPACE VERTS AT 24" O.C. MAX. 10. A CONTIRACTOR OPTION IS TO STAB THE /14 VERTICAL REBAR DOWN INTO THE DIP, PIER OR CONTINUOUS TRENCH FOOTING AND EXTEND IT + /-8" INTO THE FIRST COURSE OF BLOCK. 11. 2" SOIL MIN OVER FOOTING. .,,_... __ ""'<""_L _ _J w TYPICAL WALL SECTION AT DIP FOOTING AND lRENCH FOOTING NO SCALE PROTO II FENCE WALL SCHEDULE - EXPLANATION OF WIND LOAD DESIGNATIONS: ASCE 7-05 qz = 0.00256 x Kz x Kzt x Kd x V2x I (EQ. 6-15) Kz = 0.57 EXP 8, 0.85 EXP C (TABLE 6-3) Kzt = 1.0 FOR H ~ 15'--0" (SECTION 6.5.7.1 #5) Kd = 0.85 (SIMILAR TD SOLID SIGN, TABLE 6-4) V = VELOCITY J SECOND WIND GUST PER 2007 CBC/08 IBC I= 0.87 (CATEGORY I TABLE 6-1) F = qz x G x Cf x Af (EON 6-28) G = 0.85 (RIGID STRUCTURE SEC 6.5.8) •C1 = 1.3 x 1.1 (FOR S/H = 1 AND 8/S 2: 10) As= ASSUME 1 SQUARE FOOT. , 1. 1 MULTIPLIER USED TO ADJUST FOR OBLIQUE ADJUSTMENT FACTOR PER FIGURE 6-20 FOOTNOTE 3. WIND WALL 6" PROTO 11 DIP/PIER CONTINUOUS FORCE HEIGHT POST TENSION FOOTING TRENCH FOOT\ NG ROD SPACING ON CENTER DEPTH '* ON CENTER SPACING, SEE SEE DETAIL 3 DETAIL 4 FOR FOR SECTION DIP FOOTING PROFILE, SEE DETAIL 3 FOR SECTION 14.1 PSF ;3'-4• 8 '-o· 1e ·-a· 17" 85 MPH 4. -a" 8'-0" 14'--0" 18" ExP C 4•-a· 8'-o· 12 '-o• 21· 5'-4" 5•--0· 12·-o· 22· 6'-0" 6'-0" 11 I -s• 24" s·-a· 6'--0" 9•-4• 26" 7'-4" 2'-8" 7'-6" 27" 8'-0" 2·-0· 6'-4" 29" a·-a~ 1 '-4" 5'-6" 30" • 9'-4" --32" * SEE GENERAL NOTE 18. ** TRENCH FOOTING DEPTH ADJUSTMENT (AT CONTRACTOR'S OPTION): AT THE CONTRACTOR'S OPTION, UP TO ONE COURSE OF MASONRY MAY BE BURIED BELOII GRADE. THE BURIED BLOCK MAY BE USED AS PART OF THE TRENCH DEPTH PROVIDED THE SOIL WITHIN 5'--0" OF EACH SIDE OF lliE BLOCK IS COMPACTED TO 90 PERCENT. THE OVERALL WALL HEIGHT IS DEFINED AS SHOWN IN DETAIL 3, FROA THE TOP OF lliE FOOTING TO THE TOP OF THE WALL REGARDLESS OF WHETHER A COURSE IS BURIED. NOTES: 1. FOOTING DESIGN ALLOIIABLES: 1000 PSF BEARING, 200 PSF/FT LATERAL. 2. MAX. HEIGHT FOR 6" PROTO I I = 10'-0". PROTO I I = 13'-4" COMBINATION WALLS MAY BE USED. 3. MAXIMLM DIP FOOTING SPACING= 16'--0": MINIMUM SPACING= 3'-4". TOLERANCE IS 12"± BUT THE NUMBER OF DIP FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH DF WALL. 4. POST TENSION ROD IS INDEPENDENT OF DIP OR PIER SPACING. 5. POST TENSION ROD SPACING TOLERANCE IS ±8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAIN THE SAME. 1 6. 13"¢ x 3'-9" DEEP CIRCULAR PIER FOOTING WITH I #4 VERT, l.1AY BE USED IN LIEU OF DIP FOOTING SPACING AND SETTING PAD TO REMAIN THE SAME. CARUSO TURLEY SCOTT INC. consulting structural engineers 1215 W. Rio SaladoP~wy Suite 200 Tempe, Arizona 85281 (480) 774-1700 (480) 774-1701 FAX www.ctsaz.com ~ 0 I .....J v .....J (/) 0 <( 3; ww1--~ 0 0 <( w o 0 <(o I a::: a::: (.) f---z z<(C/l~ w o~...Jcn u.... f--w ...J (/) c., (/) <( ...J z f--~ a::: 0 ~ z <( a::: -c., 0 1-<COZ 0 ~ a.. z 0::: <( a.. f--w a::: VJ (J) "' Cl) a::: L. ...J w ~o ~~ 0 )-Z ~ \!§;:; 0~ (J) • C/) I:::: N <e>- _J ~ CJ _J<(o Ou >-W 0 a::~ ~ z: z :>-I-::Jcr, or-,, r--o <C > OL.!11-0l CO U~1-[;:j I (/) 0 ~,_Qcn°1vzw ..:::::.. w<C>-v Ol w > OU a::°' '-0 I-0 <t: -<i:'° ----I a::: I a:::: g ::5 0.-.U) I-8: <C:::J •• i'.rj Ol (/) <( uuzcn...__,.. 0 Oa. o~~~O...>-Ow<("""-x m C01-I~ ~ 0 ~ a. u 01-~ v ~g > co~ a:> ~1ll a.> -""-~ > ·z U.S. PATENTED 5,794.921 '° o U.S. PATENTED 6,431,797, • ,- U.S. PATENTED 6,632,048 st~ U.S. PATENTED 7,188.453 -U.S. PATENTED 7,454,870 U.S. PATENTED 7.461.487 TRACKING NUMBERS: 08-115-6100 08-115-6200 JOB NUMBER: 10-115-6865 DRAWN: ENGINEER: NCR MHA CHECKED: SCALE: MRF AS NOTED DATE: 06-18-10 SHEET: 1 OF 3 8 THIS DETAIL NOT USED @THIS DETAIL NOT USED s THIS DETAIL NOT USED INSERT SOILS REPORT DRAINAGE REQUIREMENTS HERE. NO SCALE NO SCALE NO SCALE ENGINEER: PLEASE SCAN AS A .TIF FILE WITH A RESOLUTION OF 300 X 300 AND LET DRAFTER KNOW WHICH PART OF THE PAGE NEEDS TO BE ON THE SHEEl DRAFTER: 1. OPEN .TIF FILE WITH MICROSOFT PHOTO EDITOR, USE THE CROP FUNCTION TO CROP OUT ONLY THE DRAINAGE INFO WHICH HAS BEEN CLARIFIED BY YOUR ENGINEER. (SEE BELOW FOR EXAMPLE) 2. INSERT AS RASTER IMAGE (FOUND IN INSERT PULLDOWN) AND SCALE AT 264. RW11 DRAINAGE REQUIREMENTS -SEE SOILS REPORT FOR ADDITIONAL INFORMATION OR AMENDMENTS NO SCALE /o" ' PROTO-II (3) P(AN v1EW (4) ' rr "' ' < <' ' ' II ·"\ - ~ NOTES: 1. POST TENSION ROD. 2. NUT. 3. COMPRESSED on INDICATOR -NO LIGHT PASSES BETWEEN BOTTOM OF NUT ANO on WHEN PROPERLY TENSIONED. 4. TOP PLATE WITH OFFSET HOLE. 5. COLLAPSIBLE TABS. A. PROTO-II DTI TO BE USED AT EACH TENSION ROD, TABS FACING UP AGAINST BOTTOM OF 1/2" NUT AND TABS COLLAPSED TO ACHIEVE TENSION. 8. on IS ONE OF TWO APPROVED METHODS OF TENSIONING. OTHER OPTION OF TENSIONING IS (5) TORQUE TO 55 FT/LBS USING A CALIBRATED TORQUE WRENCH on MUST STILL BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE 20. C. APPROVED SPECIAL DEPUTY INSPECTOR WILL (l) PERFORM A v1SUAL INSPECTION WHEN USING THE DTI METHOD TO CONFIRM THE DTI IS COLLAPSED (2) WITH NO LIGHT LIGHT LEAKS BETWEEN THE TABS AND BOTTOM OF NUT. IF USING TORQUED WRENCH METHOD, DEPUTY INSPECTOR WILL CONFlRM WALL IS TORQUED TO 55 FT /UBS AND v1SUAL INSPECTION OF DTI IS NOT REQUIRED. D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION PERFORMED BY ONE OF THESE TWO METHOD, BY AN APPROVED SPECIAL DEPUTY INSPECTOR. INSPECTOR TO PROvlDE A COMPLETED REPORT TO LISTED PARTIES. s DIRECT TENSION INDICATOR (DTI) NO SCALE s THIS DET/\IL NOT USED NO SCALE @THIS DETAIL NOT USED NO SCALE 8 THIS DETAIL NOT USED NO SCALE 8 DETAIL NOT USED NO SCALE NOTES: 1. PROTO II RETAINING WALL, FOR INFORMATION SEE DETAIL RWl. 3. FOR RETAINING 6'-0" AND LESS, 1/5 AT 18" O.C. VERTICAL IN CENTER OF CONTINUOUS TRENCH FOOTING -FOR WALLS GREATER THAN 6'-0" SEE SCHEDULE. 2. CONTINUOUS TRENCH FOOTING -SEE SCHEDULE. I I = ci I I l'l"}-1 I I U 4. FOR WALLS 6'-0" AND UNDER, ADD 1-;tl CONTINUOUS AT 12" O.C. ANO 1-;tl CONT. I\ITHIN BOTTOM 3" OF FOOTING, MINIMUM. FOR WALLS OVER e·-o· TALL, ADD 1-#5 CONTINUOUS AT 12" O.C. AND 1-#5 CONT. WITHIN BOTTOM 3" OF FOOTING, MINIMUM. 5. LOW SOIL. 6. 1-;tl CONTINUOUS. 7. 12" MIN. EMBED. INSTALL HOOK AT FADE OF WALL PER RW3 AND LOCATE BETWEEN 2 REINFORCEMENT BARS. 8. 6" HOOK, TURN ALONG LENGTH OF FOOTING FOR PROPER COVER. 9. \'!DEN TOP OF FOOTING AS REQUIRED TO PROv1DE 3" CLEAR COVER ON ALL REINFORCING. 10. 8" FOR 6'-0" ANO LESS RETAINING. 12" FOR OVER 6'-0" RETAINING. I l '-:1 ( 11) L _ -'---1--'-3~"....., µ'cLR. 11. LINE OF FOOTING FOR PROTO 11 RETAINING WALLS ABOVE 6'-0". 12. 2-tl BAR CONTINUOUS AS SHOWN. (10) MIN. RW1 B PROTO II RETAINING WALL AT CONTINUOUS TRENCH FOOTING NO SCALE (6) (3) /4(1) (2) (5) r---- 1 I / I I I ,, I, ---y--- NOTES: 1. CAP BLOCK, MAX. 4" TALL. 2. HIGH SOIL AT RETAINING WALL 3. STEEL PLATE 1/4"x8"x6 1/2" AT EACH POST TENSION ROD. LONG DIMEN:JON SHALL BEAR ON FACE SHELLS. PULL ROD OVER TO BEAR PLATE DIRECTLY OVER THE END WEB. PLATE TO BEAR FULLY ON WEB AND EQUALLY ON FACE SHELLS. 4. 8" PROTO II RETAINING WALLS WITH POST TENSION RODS PER SCHEDULE. 5. HIGH SOIL, MAX. BACKFJLL SLOPE - 4 HORIZONTAL TO 1 VERTICAL. 6. 8" DEEP CONTINUOUS BONO BEAM WITH 2-#3 CONllNUOUS. NO TIE: IT IS ACCEPTABLE TO TENSION ROD AT THE FlRST MORTAIR JOINT AS SHOWN. RW2 TOP OF PROTO II RETAINING WALL W1THOUT FENCE ABOVE NO SCALE , . _y 2'' FROM FACE OF BLOCK TO ,,,CENTERLINE OF POST TENSION ROD AT WALL BASE. (2) I NOTES: I. HIGH SOIL SIDE OF RETAINING WALL 2. 8" PROTO II RETAINING WALL WITH POST TENSION RODS PER SCHEDULE. 3. SEE DETAIL RW1 FOR CONNECTION TO FOOTING. 4. LINE OF STEEL PLATE AT TOP OF RETAINING WALL. 5. LOCATION OF ROD IN PLATE (5)""~ ~ ~(6) f'... (1J ;; n I/ I/ :: [/ v Iii/ 6. I/;;~. , , I I V Ii I/ :: I/ (l) (CENTERED) AT TOP OF RETAINING WALL. LOCATION OF ROD BELOW AT BASE OF WALL. I, I, L, 7 PLAN VIEW v "v1 ,,..,--(2) I/ :: I/V .,,,..--(3) (4) ,, 1,,/ v f"' SECTION 'vlEW RW3 POST TENSIONED ROD AT "FACE" OF PROTO II RETAINING WALL NO SCALE GENERAL NOTES -BASED ON 2006 IBC AND 2007 CBC 1. SEE SCHEDULE FDR RETAINED SOIL HEIGHT ANO POST TENSIONED ROD SPACING, FOOTING SIZE ETC. 2. FOOTINGS SHOULD BE LEVEL, OR IF GROUND SLOPES, USE STIEP FOOTINGS. EACH STIEP SHOULD BE A HEIGHT TD FIT MASONRY SYSTEM. ALL EXCAVATIONS SHOULD BE CLEAN ANO CONTAIN NO LOOSE EARTH OR FOREIGN MATTIER. 3. SOIL SHALL BE COMPACTED ANO HAVE A MINIMUM BEARING CAPACITY OF 1,000 POUNDS PER SQUARE FOOT AND A LATIERAL BEARING CAPACITY OF 250 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. 4. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETIE WITH A MINIMUM re OF 2,000 PSI FOR RETAINING WALL HEIGHTS UP TO s·-o· AND 2,500 PSI FOR RETAINING WALL HEIGHTS OVER 6" -o" TYPE II MINIMUM OF 48 HOURS OLD PRIOR TO TIENSIONING. 5. LAP FOOTING REINFORCING STIEEL AS FOLLOWS: LAP = 21" FOR #4 BARS, 40" FOR #5 BARS, 35" FOR 1/6 BARS, 48" FOR #7 BARS, 63" FOR #8 BARS. MASONRY LAPS: #3 = 20", #4 = 26", #5 = 40", #6 = 54" 6. CONCRETIE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MN. AND 7 DAYS OLD PRIOR TO TENSIONING. THE DESIGN f'm FOR THE PROTO II WALLS IS 2,000 PSI. THE DESIGN f'm FOR 12" SOLID GROUTIED CONVENTIONAL PORTION OF COMBO WALLS IS 1,500 PSI. 7. MORTAR SHALL BE TYPE S, 2000 PSI MINIMUM. MORTAR MUST BE A MINIMUM OF 4 HOURS OLD PRIOR TO INITIAL TIENSIONING. GROUT SHALL BE 2000 PSI MINIMUM. 8. FIRST COURSE MAY BE SET IN FRESH CDNCRETIE FOOTING. 9. WITH SOILS ENGINEER"S APPROVAL, HEAD MORTAR JOINTS MAY BE OMITTIED IN FIRST COURSE OF RETAINING WALL OR FENCE WALL IN LIEU OF WEEP HOLES OR USE INTERLOCK BLOCK. 10. REINFORCING RODS SHALL CONFORM TO ASTM A615 Fy = 40,000 PSI FOR #3 BARS. Fy = 60,000 PSI FOR #4 BARS AND LARGER. 11. NOT USED. 12. HORIZONTAL JOINT REINFORCING SHALL BE PLACED PER DETAILS. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE, LADDER OR TRUSS TYPE, AND CONFORM TO AS1M A82. LAP HORIZONTAL JOINT REINFORCING 6" OR ONE CROSS WIRE PLUS AN INCH. 13. POST TIENSIONED RODS SHALL BE TIENSIONED TO 6,000 POUNDS PER NOTIE 20 AND DETAIL RW4. 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36'-0" O.C. IN ALL NON-STUCCOED WALLS AND 20'-0" ON CENTIER IN STUCCOED WALLS (UNLESS SPECIFICALLY WAIVE□ BY Ol'<NER/BUILDER) WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. 15. ALL STIEEL THREADS, PLATIES AND NUTS SHALL BE APPROPRIATIELY LUBRICATIED AND FREE OF RUST TO INSURE PROPER TENSIONING. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. 16. RODS AND/OR ANCHOR BOLTS MAY BE STABBED INTO WET CONCRETIE OR TIED IN PLACE AT CONTRACTOR'S OPTION, 17. HIGH SOIL NOT TO EXCEED 4 HORIZONTAL TO 1 VERTICAL SLOPE. 18. PROTO-II HARDWARE IS DEFINED AS: TIENSION RODS, BEARING PLATIES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION INDICATORS (A DIRECT TENSION INDICATOR (011) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED ONLY BY AN APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TIENSION RODS SHALL BE 7 /16" DIAMETIER WITH 1/2" ROLL THREADS CONFORMING TO AS1M A615 (Fy = 60,000 PSI) AND HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TIENSION ROD. AREA OF POST TENSION ROD = .1503 SQUARE INCHES. BEARING PLATES SHALL BE Fy = 50 KSI MATIERIAL. 1/2" COUPLERS, PER ASTM A563-GRADE A, MUST FULLY ENGAGE THE UPPER AND LOWER ROD -FULLY ENGAGED IS DEFINED AS 1 /2" MIN. INTO COUPLER. 1 /2" NUTS ARE TO BE GRADE a. PER ASTM A325. 1 /2" ALL THREADS PER AS1M A307, GRADE 60. DIRECT TIENSION INDICATOR (D11. -COMPRESSIBLE WASHER) IS PER ASTM F959 TIESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON-STRUCTURAL. 19. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENOS FOR ADDITIONAL LIFTS. MIN. OF 3" "L" HOOK, OR "J" HOOK WITH NUT REQUIRED AT END OF TENSION ROD. 20. A PROTO-II Dll (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TIENSION ROD BETWEEN THE BEARING PLATE AND NUT WITH THE D11 "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-II APPROVED INSPECTOR SHALL VERIFY FINAL TIENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD 1; VISUAL INSPECTION OF DIRECT TIENSION INDICATOR (D11), TABS FACING LIP ANO COLLAPSED AGAINST NUT WITH NO LIGHT LEAKAGE BETWEEN THE PROTO-II Dll AND BOTTOM OF NUT: METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (Dll MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF D11 REQUIRED WHEN USING METHOD 2). INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLA 1E ON BLOCK, AND INTIEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. USED FOR RETAINER WITHOUT FENCE ABOVE 1. CONTINUOUS FOOTING REINFORCING AS INDICATED IN THE SCHEDULE. 7. P. T. ROD ON FACE OF WALL A. WALL BASE, CENTERED IN WALL AT TOP OFRETAINING WALL. 2. CENTERED FOOTING REINFORCING 111TH STD HOOK AS REQUIRED -SEE SCHEDULE. TURN HOOK INTO FOOTING AS REQUIRED TO PR0v1DE COVER. 8. DRAINAGE REQUIREMENTS PER W11. 9. MORTAR "HEAP" AT P.T. ROD IN. 3" HIGH. 10. WALL FOOTING -SEE SCHEDUL. 3. STEEL PLATE 1/4"x8"x6 1/2" AT EACH POST TENSION ROD. LONG DIMENSION SHALL BEAR ON FACE SHELLS. PULL ROD OVER TO BEAR PLATE DIRECTLY OVER THE END WEB (CENlER WEB AT OPEN-ENDED BLOCKS). PLATE TO BEAR FULLY ON WEB AND EQUALLY ON FACE SHELLS. 11. WEEP HOLES AS REQUIRED PEFRW11. 12. MASONRY CAP, MAX. 4" TALL 'ILL WITH MORTAR, THEN FLIP ONTO RQD; AS OCCURS. 13. HIGH SOIL MAX. BACKRLL SLOPE -4 HORIZONTAL TO 1 VERTICAL. ALL BACKFlLL MATERIAL SHOULD BE FREE DR.AINING AND NON EXPANSIVE SEE SOILS REPORT. 4. 32" MIN. 14. LOW SOIL. 5. STANDARD HORIZONTAL JOINT REINFORCING AT THIS MORTAR JOINT AND AT 16" O.C. 15. 1/2" NUT ON THREADS OR NUT FORGED INTIEGRALLY WITH P. T. ROD. 6. 8" PROTO II RETAINING WALL WITH POST TENSION ROOS PER SCHEDULE. 16. FOOTING THICKNESS -SEE SCHEDULE. 17. FOOllNG WIDTH -SEE SCHEDULE. 18. B" \'!DE CONCRETE KEY -SEE SCHEDULE. 19. 2-U4 CONTINUOUS REINFORCING BARS AT HOOK AS SHOWN. 20. REINFORCING IS CENTERED IN FOOTING AT (24) i7 RETAINING WALL HEIGHTS 61-0" AND LESS. r----_, 1 FOR HEIGHTS OVER 6'-0" TOP REINFORCEMENT ...L\r'-IS 3" CLEAR AT TOP OF FOOTING. ."v, 21. POST TENSION ROD IS ANCHORED AT SOIL (12) (13) FACE -SEE SCHEDULE. ~ : : ~ 22. 8" DEEP CONTINUOUS BOND BEAM PER DETAIL , -~II RW2. 1<,c-,---r LLl ~ 23. LINE OF OPTIONAL TRENCH FOOTING -SEE [,EQ. J:Q.~ DETAIL RWlB FOR MORE INFORMATION. 1 7i 71(?'.: ____ ,7 24. OPEN RAILING AND ATTACHMENT BY OTHERS -I .· ·.: .. ·-:· .. 1 SEE Olv1L/ARCHITECTURAL/LANDSCAPE , ·· · .· • · · ·I ORA WINGS . . -· .. ,.· ·. ,I (22) f--.:.>~(3) (5)~ "v~::;: ~ 11 v~--~:-;· __ .. :-·--] 11 ' •. • • , • I l/ 111/ ·: .•. _. .. ·J 11 •• • '. • _ : •• ~ 11 ,·-:·-··:··' (6) NOTE: J ... • -• •• J SEE SOILS REPORT RECOMMENDATIONS FOR ~,-, •=~· ·: -: ·· ·· : ' 1 (7) ADDITIONAL DRAINAGE REQUIREMENTS. v 'i /I~-: :?)--::!~~21) I/ 111/v.:.·.-.' I ~;~il)~ ~ ~~ i : > -:-.1 (15)\ '\ / !'v 0-:-:-;.,:.::Jj4 (10) \ V :~j,' .. • : 1/i-(2) 5" ',, ~~b ('¥ -:•-':·.· .: ;: 1 (1) MIN. EMBED. -"sc----'lsc--+-'-1 ,_, _v _,, . ., ,, i--(11) , · , ) , -;;:-\ :: /g'' I I I' / I' .,,.-(20) ._, \ • 11 I , ,I/ )...---"' tf-v--""' ' ,, ~ "' ~ ~ ' ' RW1 1-'P'-'R:..::OccTO:....c.ll ccR::.ET"-A"-IN:c.lN:..::G...cW:c.A=LL::...:cSE=.::Cc:;TI..::;ONc.._ _____ _,=--=-:-:-: NO SCALE PROTO 11 RETAINING WALL SCHEDULE NO FENCE WALL ON TOP I'm = 2,000 PSI. NOTES: SSI INDICATES SPECIAL STRUCTURAL INSPECTION. SSI IS VERIFYING lliE P. T. ROD LOCATION IN THE FOOTING AND WALL AND VERIFYING THE TENSIONING OF THE P.T. RODS BY VIEWING THE DTI WASHERS. SOIL DESIGN PARAMETERS BEARING CAPACITY = 1500 PSF PASSIVE PRESSURE = 150 PCF ACTIVE PRESSURE = 35 PCF SLIDING FRICTION COEFF. = .4 WITH PASSIVE POST TENSION ROD TOTAL SPACING W/ RODS AT e· FACE, SEE RW6 PROTO 11 RElWALL WIDTH HEIGHT SSI ------ ---- 3'-4 .. 48" o.c. 1'-6" 4'-0" 48" o.c. 2'-3" 4'-8" 40" o.c. 2'-9" 5'-4" 24" o.c. 3'-3" WIND DESIGN PARAMETERS NO FENCE WALL ON TOP SPREAD FOOllNG THICKNESS CENTERED CONTINUOUS KEY REINFORCING REINFOROING DEPTH -------- -------- a· #4 AT 48" o.c. 2 #4 s" s· #4 AT 30" O.C. 3 #4 8" 8" #4 AT 24" O.C. 3 #4 8" 8" #5 AT 18" 0.C. 3 #4 8" STATE OF CALIFORNIA JURISDICTIONAL INSPECTION REQUIRED AS FOLLOWS: B" CONTINUOUS lRENCH FOOTING DEPTH -- -- 4'-6" 5'-3" 5'-11" 6'-8" 1. SPECIAL DEPUTY INSPECTIONS REQUIRED BY AN ICBO CERTIFIED SPECIAL INSPECTOR, SIGNED UP AND APPROVED BY TI-iE CITY PRIOR TO START OF CONSTRUCTION. 2. THIS INSPECTOR SHALL INSPECT FOOTINGS FDR SIZE AND STEEL PLACEMENT PRIOR TO POURING. INSPECTOR SHALL INSPECT CONVENTIONAL REINFORCED MASONRY BASE OF COMBO WALLS •. 3. INSPECTOR SHALL PERFORM A FINAL INSPECTION ON POST-TENSIONING AS LISTED AT GENERAL NOTE 20 AND DETAIL RW4. 4. INSPECTOR TO PROVIDE THE ORIGINAL OF BOTH REPORTS TO THE CITY. COPY OF BOTH REPORTS TO OWNER AND PROTO-II WALL SYSTEMS. ' j CARUSO TURLEY SCOTT INC. consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, Arizona 85281 (480)774-1700 (480) 774-1701 FAX www.ctsaz.com CD .... ~ -w N I-.... (/) .... -0 >-CJ) (/) I ...t' '<t- ...J 0 ...J I") w I-<( (!) u <( 3: (/) 0 <( I--u 0 0::: 0::: C) I--...J <( 0 z I-(/) <( -z li-...JCD w ...J (/) <( (/) (/) <( ...J I-w I-3: 0::: w ~ z <( 0:: oo<..?u :r: a.. z -z -z <( 0 0 I-I-I-w 0 (!) 0::: 0:: z a.. ~ 0::: <( 3: U) (/) "" (f) 0::: L, ..JW """ ..J ..J W"""O <(..., ;;:: ;': I->-~ ~ 0 §§;:; CJ) • 0~ (/) '= "I « e- _j ~ '1 ~ES __J<( 0 0 u >-W 0 o:::~ ~ z z ::,. I-::::>m or-, r-o ..:c: > 0~1-~CO -U er, 1-1'0 I V) □ O VJOl"<l'ZW I-~ w <( >-..;---0-, u.J > OUo:::o-,tD }--0 <( .<(w---. I a::: I O'.'. ~ ~ c.:>,-irj I-8= <::::> .. L()rn en <C UUZO"/,,____.. 0 0 0.. owl=..___.,"""' a. >-o25<e"""'x m. o:J1-I~ ~ 0 I-~. ::; 0. ~ :=l ,-:a! o> 'co~ CI:> ~ill a,_> --:~ > . z U.S. PATENTIED 5,794,921"' o U.S. PATENTED 6,431,797, • >- U.S. PATENTED 6,632,048 st ~ U.S. PATENTED 7,188,453 - U.S. PATENTED 7,454,870 U.S. PATENTED 7,461,487 TRACKING NUMBERS: 08-115-5800A JOB NUMBER: 10-115-6865 DRAWN: ENGINEER: NCR MHA CHECKED: SCALE: MRF AS NOTED DAlE: 06-18-10 SHEET: 2 0F3 s THIS DETAIL NOT USED s THIS DETAIL NOT USED s THIS DETAIL NOT USED INSERT SOILS REPORT DRAINAGE REQUIREMENTS HERE. NO SCALE NO SCALE NO SCALE ENGINEER: PLEASE SCAN AS A .TIF FILE WITH A RESOLUTION OF 300 X 300 AND LET DRAFTER KNOW WHICH PART OF THE PAGE NEEDS TO BE ON THE SHEET. DRAFTER: 1. OPEN .TIF FILE WITH MICROSOFT PHOTO EDITOR, USE THE CROP FUNCTION TO CROP OUT ONLY THE DRAINAGE INFO WHICH HAS BEEN CLARIFIED BY YOUR ENGINEER. (SEE BELOW FOR EXAMPLE) 2. INSERT AS RASTER IMAGE (FOUND IN INSERT PULLDOWN) AND SCALE AT 264. 8 DRAINAGE REQUIREMENTS NO SCALE /o" \.. PROTO-II (3) ELA~ l'.IEW (4) ' ..? -' ' I) - ~ !,!QIES;_ 1. POST TENSION ROD. 2. NUT. 3. COMPRESSED DTI INDICATOR -NO LIGHT PASSES BETWEEN BOTTOM OF NUT AND DTI WHEN PROPERLY TENSIONED. 4. TOP PLATE W1TH OFFSET HOLE. 5. COLLAPSIBLE TABS. A. PROTO-II DTI TO BE USED AT EACH TENSION ROD, TABS FACING UP AGAINST BOTTOM OF 1/2" NUT AND TABS COLLAPSED TO ACHIEVE TENSION. 8. DTI IS ONE OF TWO APPROVED METHODS OF TENSIONING. OTHER OPTION OF TENSIONING IS (5) TORQUE TO 55 FT/LBS USING A CALIBRATED TORQUE WRENCH DTI MUST STILL BE PLACED ON ROD IF USING TORQUE WRENCH METHOD. SEE GENERAL NOTE 20. C. APPROVED SPECIAL DEPUTY INSPECTOR W1LL PERFORM A \1SUAL INSPECTION WHEN USING TIHE DTI METHOD TO CONFlRM TIHE DTI IS COLLAPSED W1TH NO LIGHT LIGHT LEAKS BETWEEN THE TABS ANO BOTTOM OF NUT. IF USING TORQUED WRENCH (1) (2) METHOD, DEPUTY INSPECTOR Wlll CONFlRM WALL IS TORQUED TO 55 FT/LBS ANO \1SUAL INSPECTION OF DTI IS NOT REQUIRED. D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION PERFORMED BY ONE Of THESE TWC METHOD, BY AN APPROVED SPECIAL DEPUTY INSPECTOR. INSPECTOR TO PR0\1DE A COMPLETED REPORT TO LISTED PARTIES. s DIRECT TENSION INDICATOR (DTI) NO SCALE s THIS DETAIL NOT USED NO SCALLE s THIS DETAIL NOT USED NO SCALE @THIS DETAIL NOT USED NO SCALE s THIS DETAIL NOT USED NOTES: 1. PROTO II RETAINING WALL, FOR INFORMATION SEE DETAIL RW1. 2. CONTINUOUS TRENCH FOOTING -SEE SCHEDULE. NO SCALE 3. FOR RETAINING 6' -o• AND LESS, #5 AT 18" O.C. VERTICAL IN CENTER OF CONTINUOUS TRENCH FOOTING - FOR WALLS GREATER THAN 6'-0" SEE SCHEDULE. 4. FOR WALLS 6'-0" AND UNDER, ADD 1-fl CONTINUOUS AT 12" O.C. AND 1-#4 CONT. W1THIN BOTTOM 3' OF FOOTING, MINIMUM. FOR WALLS OVER 6'-0' TALL, ADD 1-#5 CONTINUOUS AT 12" 0.C. AND 1-#5 CONT. W1TIHIN BOTTOM 3' OF FOOTING, MINIMUM. 5. LOW SOIL. 6. 1-#4 CONTINUOUS. 7. 12" MIN, EMBED. INSTALL HOOK AT FACE OF WALL PER RW3 AND LOCATE BETWEEN 2 REINFORCEMENT BARS. 8. 6" HOOK, TURN ALONG LENGTH OF FOOTING FOR PROPER COVER. 9. W1DEN TOP OF FOOTING AS REQUIRED TO PR0\1DE 3" CLEAR COVER ON ALL REINFORCING. 10. B" FOR 6'-0" AND LESS RETAINING. 12" FOR OVER 6'-0" RETAINING. 11. UNE OF FOOTING FOR PROTO 11 RETAINING WALLS ABOVE 6'-0". 12. 2-#4 BAR CONTINUOUS AS SHOW1N. RW18 PROTO II RETAINING WALL AT CONTINUOUS TIRENCH FOOTING ND SCALE /:ii /// (5) \----~ff I I J:iQJrS;, 1. CAP BLOCK, MAX. 4" TALL. 2. HIGH SOIL AT RETAINING WALL 3. STEEL PLATE 1/4"x8"x6 1/2" AT EACH POST TENSION ROD. LONG DIMENSION SHALL BEAR ON FACE SHELLS. PULIL ROD OVER TO BEAR PLATE DIRECTLY OVER THE CENTER W1EB. PLATE TO BEAR FULLY ON W1EB AND EQUALLY ON FACE SHELLS. 4. 8" PROTO II RETAINING WALLS W/ POST TENSION RODS PER SCHEDULE. (3)/;:: ~ (4) / I~ 5. HIGH SOIL, MAX. BACKFILL SLOPE - 2 HORIZONTAL TO 1 VERTICAL 6. 8" DEEP CONTINUOUS BOND BEAM W1TH 2-#3 CONTINUOUS. / 1' / / i1 / / i1 / JI, NOTE: IT IS ACCEPTABLE TO TENSION ROD AT THE FlRST MORTAR JOINT AS SHOWN. RW2 TOP OF PROTO II RETAINING WAUL \\1THOUT FENCE ABOVE NO SCALE ~2" FROM FACE OF BLOCK TO CENTERLINE OF POST ~ TENSION ROD AT WALL BASE. A / 11 / / 11 / ,, / 11 / / " / ,, NOTES: 1. HIGH SOIL SIDE OF RETAINING WALL. 2. 8" PROTO II RETAINING WALL W/ POST TENSION RODS PER SCHEDULE. 3. SEE DETAIL RW! FOR CONNECTION TO FOOTING. 4. LINE OF STEEL PLATE AT TOP OF RETAINING WALL. 5. LOCATION OF ROD IN PLATE (CENTERED) AT TOP OF RETAINING WALL. I , ,,~ 6. / ,, ,, " ,, ,, / :: / (1) LOCATION OF ROD BELOW AT BASE OF WALL. I/ 11 /I _,.,.-(Z) :: /V'" ..,,.---(3) V 11 V- / ""' " . > PLAN VIEW SECTION VIEW RW3 POST TENSIONED ROD AT "FACE" OF PROTO II RETAINING WALL NO SCALE GENERAL NOTES -BASED ON 1997 UBC AND 2001 CBC 1. SEE SCHEDULE FOR RETAINED SOIL HEIGHT AND POST TENSIONED ROD SPACING, FOOTING SIZE ETC. 2. FOOTINGS SHOULD BE LEVEL, OR IF GROUND SLOPES. USE STIEP FOOTINGS. EACH STIEP SHOULD BE A HEIGHT TO FIT MASONRY SYSTEM. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. 3. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 1,000 POUNDS PER SQUARE FOOT AND A LATIERAL BEARING CAPACITY OF 250 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. 4. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETIE 111TH A MINIMUM f'c OF 2,000 PSI FOR RETAINING WALL HEIGHTS UP TO 6'-0" AND 2,500 PSI FOR RETAINING WALL HEIGHTS OVER 6'-0" TYPE II MINIMUM OF 48 HOURS OLD PRIOR TO TIEN SI ON ING. 5. LAP CONTINUOUS FOOTING REINFORCING STEEL 40 BARS DIAMETERS ~LAP = 20" FDR /14 BARS 25" FOR #5 BARS). MASONRY LAPS: /13 = 24", /14 = 32 , #5 = 30", 1J6 = 36" 6. CONCRETIE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. AND 7 DAYS OLD PRIOR TO TIENSIONING. THE DESIGN f'm FOR THE PROTO II WALLS IS 2,000 PSI. · THE DESIGN fm FOR 12" SOLID GROUTED CONVENTIONAL PORTION OF COMBO WALLS IS 1,500 PSI. 7. MORTAR SHALL BE TYPE S, 2000 PSI MINIMUM. MORTAR MUST BE A MINIMUM OF 4 HOURS OUD PRIOR TO INITIAL TIENSIONING. GROUT SHALL BE 2000 PSI MINIMUM. 8. FIRST COURSE MAY BE SET IN FRESH CONCRETIE FOOTING. 9. 111TH SOILS ENGINEER'S APPROVAL, HEAD MORTAR JOINTS MAY BE OMITTIED IN FIRST COURSE OF RETAINING WALL OR FENCE WALL IN LIEU OF WEEP HOLES OR USE INTIERLOCK BLOCK. 10. REINFORCING RODS SHALL CONFORM TO ASTM A615 Fy = 40,000 PSI FOR #3 BARS. Fy = 60,000 PSI FOR #4 BARS AND LARGER. 11. NOT USED. 12. HORIZONTAL JOINT REINFORCING SHALL BE PLACED PER DETAILS. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE, LADDER OR TIRUSS TYPE, AND CONFORM TO ASTM A82. LAP HORIZONTAL JOINT REINFORCING 6" OR ONE CROSS \\1RE PLUS AN INCH. 13. POST TIENSIONED RODS SHAUL BE TENSIONED TO 6,000 POUNDS PER NOTIE 20 AND DETAIL RW4. 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36'-0" O.C. IN ALL NON-STUCCOED WALLS AND 20'-0" ON CENTIER IN STUCCOED WALLS (UNLESS SPECIFICALLY WAIVD BY OWNER/BUILDER) 111TH CLEAN VERTICAL BREAK OF ALL MATIERIALS. 15. AUL STIEEL THREADS, PLATIES AND NUTS SHALL BE APPROPRIATIELY LUBRICATIED AND FREE OF RUST TO INSURE PROPER TIENSIONING. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. 16. RODS AND/OR ANCHOR BOLTS MAY BE STABBED INTO WET CONCRETIE OR TIED IN PLACE AT CONTRACTORS OPTION. 17. HIGH SOIL NOT TO EXCEED 2 HORIZONTAL TO 1 VERTICAL SLOPE. 18. PROTO-II HARDWARE IS DEFINED AS: TIENSION RODS, BEARING PLATIES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TIENSION RODS SHALL BE 7 /16" DIAMETER 111TH 1/2" ROLL THREADS CONFORMING TO ASTM A615 (Fy = 60000 PSI) AND HAVE STIEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED \\1THOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TIENSION ROD = .1503 SQUARE INCHES. BEARING PLATIES SHALL BE Fy = 50 KSI MATIERIAL. 1/2" COUPLERS, PER ASTM A563-GRADE A, MUST FUUL Y ENGAGE THE UPPER AND LOWER ROD -FULLY ENGAGED IS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TIENSION INDICATOR (DTI -COMPRESSIBLE WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES ARE NON-STRUCTURAL 19. IN LIEU OF FUUL HEIGHT RODS, CONTRACTOR MAY USE SHORTIER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3" "L" HOOK, OR "J" HOOK WITH NUT REQUIRED AT END OF TIENSION ROD. 20. A PROTO-II DTI (COMPRESSIBLE WASHER) SHALL BE INSTALILED AT EVERY TIENSION ROD BETWEEN THE BEARING PLATIE AND NUT W/ THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-II APPROVED INSPECTOR SHALL VERIFY FINAL TIENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (OTI}, TABS FACING UP AND COULAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-II DTI AND BOTTOM OF NUT: METHOD 2: USE OF A CALI BRA TIED. TORQUE WRENCH TORQUED TO 55FT /LBS. (DTI MUST STIUL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2). INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTIEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATIE PARTIES. MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION. USED FOR RETAINER WITHOUT FENCE ABOVE /,IQJES;_ 1. CONTINUOUS FOOTING REINFORCING AS INDICATED IN THE SCHEDULE. 7. P. T. ROD ON FACE OF WALL AT WALL BASE. CENTERED IN WALL AT TOP OF RETAINING WALL. 2. CENTERED FOOTING REINFORCING W1TH STD HOOK AS REQUIRED -SEE SCHEDULE. TURN HOOK INTO FOOTING AS REQUIRED TO PR0"1DE COVER. 8. DRAINAGE REQUIREMENTS PER RW11. 9. MORTAR "HEAP' AT P.T. ROD MIN. 3" HIGH. 10. WALL FOOTING -SEE SCHEDULE. 3. STEEL PLATE 1/4",8"x6 1/2" AT EACH POST TENSION ROD. LONG DIMENSION SHALL BEAR ON FACE SHELLS. PULL ROD OVER TO BEAR PLATE DIRECTLY OVER THE END 111'8 (CENTER ll!'B AT OPEN-ENDED BLOCKS). PLATE TO BEAR FULLY ON W1E8 AND EQUALLY ON FACE SHELLS. 11. W1EEP HOLES AS REQUIRED PER RW11. 12. MASONRY CAP, MAX. 4" TALL IFlLL W1TIH MORTAR, THEN FLIP ONTO RODS AS OCCURS. 13. HIGH SOIL MAX. BACKFlLL SLOPE -4 HORIZONTAL TO 1 VERTICAL AU BACKFlLL MATERIAL SHOULD BE FREE DRAINING AND NON EXPANSIVE. SEE SOILS REPORT. 4. 12" MIN. 14. LOW SOIL 5. STANDARD HORIZONTAL JOINT REINFORCING AT THIS MORTAR JOINT AND AT 16' O.C. 15. 1 /2" NUT ON THREADS OR NUT FORGED INTEGRALLY WITH P.T. ROD. 6. 8" PROTO II RETAINING WALL W1TH POST TENSION RODS PER SCHEDULE. 16. FOOTING THICKNESS -SEE SCHEDULE. 17. FOOTING W1DTH -SEE SCHEDULE. r7 (24)----1' I -I ~ 18. 8" W1DE CONCRETE KEY -SEE SCHEDULE. 19. 2-#4 CONTINUOUS REINFORCING BARS AT HOOK AS SHOWN. 20. REINFORCING IS CENTERED IN FOOTING AT RETAINING WALL HEIGHTS 6'-0" AND LESS. ( ) --rvr-( ) FOR HEIGHTS OVER 6'-0" TOP REINFORCEMENT 12 ~I I · r 13 IS 3" CLEAR AT TOP OF FOOTING. : : / 21. POST TENSION ROD IS ANCHORED AT SOIL ...,__•___ L_l_ ,=~~-FACE -SEE SCHEDULE. ' iEIQ col".<('0/ 22. 8" DEEP CONTINUOUS BOND BEAM PER DETAIL ' ' ' . ,_.. . RW2. 'I 'I -"--.~--:~7 23. LINE OF OPTIONAL TRENCH FOOTING -SEE I :· :_: · .. :· ... ·; DETAIL RW1B FOR MORE INFORMATION. ... ·: ... · . ,, 24. OPEN RAILING AND ATTACHMENT BY OTHERS - ·· '·., ·.· -.I SEE Cl\1L/ARCHITECTURAL/LANDSCAPE (22) · · ·· .' ·. "·. c I DRAWINGS. ( ) .· i," : ·_.'. .. · .: 25. INSTALL #4 VERTICAL KEY REINFORCING W1TH 5/~ ii -.-· .. : : STANDARD HOOK AT 18" O.C. MAX AT / II /r?5{c c ·· :·.·· ·. · (3) RETAINING WALL HEIGHTS 4'-0" AND UP. / II / ·. • •• •• · 1 11 : • • • , • ·1 / 11 / • : • •• ." ~ I ~~,~--.:_-:.:,·.:-, (6) ::::E::::: .'.: . .-' ;·, (1) / 1: ·: :· ,·.,: ·_. ·, · 1 (8) ~~r:~OILS REPORT RECOMMENDATIONS FOR (11):~;; ~f · .. _, (14):~ I/ 11/:. ·._. · .. , (15), '\ I/ -~ / :.:::: >.'-'.}fr! (10) -•-~ \----"---'-c V -fl"' _. .• -:-. -=, l/r(2) 5" -2.~ (1 1~-.':.: ,: ,1 (1) MIN. EMBED. 1,:::;--"\v"l,-.fl./ ;-(1\). c .. ' /' \\ 11 /c/' /' / ~ ' \ • ~. I~ . I ~ (20) X l'\r :'.J ' ... ' '->' , /.x1 8--~', <18l__/ YiY i · ' CLR I r--,_k.. I IL -----lt---~~(25) ,, ' (17) (23) RW1 PROTO II RETAINING WAUL SECTION NO SCALE PROTO II RETAINING WALL SCHEDULE NO FENCE WALL ON TOP (m = 2,000 PSI. NOTES: SOIL DESIGN PARAMETERS BEARING CAPACITY = 1500 PSF PASSIVE PRESSURE = 150 PCF SSI INDICATES SPECIAL STRUCTURAL INSPECTION. SSI IS VERIFYING THE P.T. ROD LOCATION IN THE FOOTING AND WALL AND VERIFYING THE TENSIONING OF THE P.T. RODS BY VIEWING THE on WASHERS. ACTIVE PRESSURE = 52 PCF (2: 1 SLOPE) SLIDING FRICTION COEFF. = .4 WITH PASSIVE WINO DESIGN PARAMETERS NO FENCE WALL ON TOP TOTAL POST TENSION ROD B" CONTINUOUS SPACING W/ ROOS AT SPREAD FOOTING 8" FACE, SEE RW6 PROTO II RElWALIL W!DTIH TIHICKNESS CENTERED CONTINUOUS KEY HEIGHT SSI REINFORONG REINFORCING DEPTH -------------- -------- 48" o.c. 2•-0· a· #4 AT 48" 0.C. 2 fl 11· 4'-0'" 48" o.c. 2'-9" 0· #4 AT 28" 0.C. 3 1/4 17" 24" o.c. 4'-0'" 11· 1/4 AT 24" 0.C. 3 1/4 18" 16" o.c. 5'-6" 14" #4 AT 24" O.C. 4 1/4 18" STATE OF CALIFORNIA JURISDICTIONAL INSPECTION REQUIRED AS FOLLOWS: 1. SPECIAL DEPUTY INSPECTIONS REQUIRED BY AN ICBO CERTIFIED SPECIAL INSPECTOR, SIGNED UP AND APPROVED BY THE CITY PRIOR TO START OF CONSTIRUCTION. TRENCH FOOTING DEPTH -- -- 5'-4'" 6'-2" 1·-0· 7'-10'" 2. THIS INSPECTOR SHAUL INSPECT FOOTINGS FOR SIZE AND STIEEL PLACEMENT PRIOR TO POURING. INSPECTOR SHALL INSPECT CONVENTIONAL REINFORCED MASONRY BASE OF COMBO WAULS. 3. INSPECTOR SHALL PERFORM A FINAL INSPECTION ON POST-TENSIONING AS LISTED AT GENERAL NOTE 20 AND DETAIL RW4. 4. INSPECTOR TO PROVIDE THE ORIGINAL OF BOTH REPORTS TO THE CITY. COPY OF BOTH REPORTS TO Ov.NER AND PROTO-II WALL SYSTIEMS. CARUSO TURLEY SCOTT INC. consulting structural engineers RIO SALADO EXECUTIVE CTR 130 SOUTH PRIEST DRIVE TEMPE, ARIZONA 85281 (480) 774-1700 FAX# (480) 774-1701 ::?; w I- (/) ~ >-Ol 0 (/) ~ I -st _J CX) 0 _J Wt-<C I Clo<( 3: Cl <( 0 (/) a::: a::: C) w t--z :::\!:<((/)~ -o [::: ....Jen z :r:w....JC/l <C z (/) <( ....J I-0 t-3: a::: w . z <( t--(.!) 0 0::: (.!) 0 z za.._ -z ::i!: 0 a::: <( <( t-I-3: w 0 a::: 0::: CL -.:::::: VJ (/) L. o.n fr' W20 ~~ 3: ;c I->-~ ~o ~~ 0 e! Ul • (/)~ I'\. I < f- _j \." ~ 8S _j<(o Ou f-W 0 Cl::'.~ ::;j'. zz SL Bmo~r---o <t I u~5~f lf) o ~a VJ 1-..t-ZW 1-...::::.. w<C >--'<I-a, w > OU o:::O'l <.O f-0 <( -<c:co,........ I a::: I rv ~:::i c .. ·1.---UJ f-& LL. <(::J . -ir.i cri (/) <( uu~--o 0 0... O~f-~ 0.... >- Ow<(~~ m '.;:?I-;f. LL :::S.::: O I-• -s1-Uw ~ :r:~ >-:ai 0 't;, > OOz C:::> ~:Js CL> :-':::; > -z U.S. PATENTED 4,726,567 '° o U.S. PATENTED 5,794,921, ->- U.S. PATENTED 6,431,797 st :i U.S. PATENTED 7,166,453 - TRACKING NUMBERS: 02-115-201D 02-115-206D JOB NUMBER: 10-115-6865 DRAW1N: ENGINEER: NCR MHA CHECKED: SCALE: MRF AS NOTED DATE: 06-18-10 SHEET: 3 OF 3 C, C, ~ N ~ <'") ~ -0 a: (9 []_ C, '° C, -0 "' cr, 9 ~ 3? ro ~ "' cc ·5 []_ ' C, '° C, -0 "' ' cr, ~ al' 0 cc ro Cl) General Notes: 1. Street Address: Southeast corner of Black Rail Road and Songbird Avenue Assessor's Parcel Number: 215-041-30 thru 45 2. Site Acreage: 5.04 Gross Acres 3.68 Net Acres 3. Existing Zoning: R-1 (Residential) General Plan Land Use Designation: Residential Low Medium 4. Existing Land Use: Vacant Pads Proposed Land Use: Single Family Residential 5. Classification of Lots: Residential 6. Total Number of Existing Lots: 16 7. Proposed Density of Dwelling Units per Acre: 3.14 (Gross Acres) 8. Existing Building Coverage: 0 Sq. Ft. Proposed Building Coverage: 30,666 Sq. Ft./3.68 Acres Net= 19% 9. Building Square Footage: Plan 1: 2850 Sq. Ft Plan 2: 1619 Sq. Ft Plan 3: 1673 Sq. Ft. 10. Percentage of Site to be Landscaped: 56% 11. Number of Parking Spaces Provided: 67 Total Garage Parking Spaces: 32 Driveway Parking Spaces: 32 RV Parking Spaces: 4 12. Average Daily Traffic 10/Unit X 16 Units= 160 ADT 13. Existing Utilities: Sewer Service: City of Carlsbad Water Service: Carlsbad Municipal Water District School District: Carlsbad Unified School District 14. Water Demand Requirements: Domestic Water: 550 Gal/Day x 16 Units x 1 Day/ 1440 Min. x 1.6 Peak= 9.8 GPM Irrigation Water: 240 GPM (Average) 15. Fire Flow Demand: 4750 GPM 16. Sewage Generation: 16 E.D.U. = 220 Gal / Day / DU = 3520 Gal/Day 17. Earthwork Volume Estimate: Cut: 50 CY/unit x 16 Units= 800 CY (Footings and Fine Grade) Fill: 0 CY Export: 800 CY Easement Notes: Indicates Easement for road, public utlity and incidental purposes recorded february 20, 1959 in book 7506, page 492 of official records. Indicates Easement granted to Frank h. Ayres and son, a corporation, holder of an easement for roadway purposes and right of way for installation of public utilities and pipelines and incidental purposes recorded august 26, 1960 as file no. 174501 of official records. Indicates Easement granted to City of carlsbad, holder of an easement for public street and public utility purposes per document recorded December 26, 1997 as file no. 1997-0658896 of official records. City of carlsbad, holder of an easement for public street and public utility purpose:; per document recorded august 6, 2002 as file no 2002-0663916 of official records. Indicates restricted sight distance corridor per Map No. 15676. Indicates Public Utilities Easement to the City of Carlsbad Dedicated per Map No. 15676. Indicates Private Drainage Eastment per Map No. 15676. H. San Diego Gas and Electric Company public utility easement Recorded July 28, 2006 as File No. 2006-0535249 of Official Records has no specific location set forth in deed and cannot be plotted. p ropertv L ine E ::, E Toe of Slooe C ,r I~ l 'in 1% Min. Swale / I>-! 6-- I l l , I I ' >-- Setback: in ,_ ----N --~-7' Face of Dwelling --i 5' --+-~~ Minimum Side Yard 10% of Lot Wi dth >-- --Mini >-- mum Side Yard Setback: 10% of Lot Width Variable Slope (2:1 Max.) I ------------------------------ "'O Cl 0 CL. -·-Cl CL. ~ u Cl a) . ' Sonabird Avenue --t-1C:3c_-ea•.rn-, --e-r-e~s--1--All-,venue ~ u Cl . ~---0.... \ Cl ~ ..0 Cl \...) •11---------1 -f ______ _L___,___,_ ______ _l_ ___ _ Index Map Scale: 1"=100' Legal Description: Lots 1 through 16 inclusive of Carlsbad Tract No. 04-01 Yamamoto Property in the city of Carlsbad, county of san diego, state of california, according to the map thereof Map No. 15676, filed in the office of the county recorder of san diego county March 11, 2008. Basis of Bearings: The Basis of Bearings for this survey is California Coordinate System 1983, Zone VI, 1991.35 EPOCH, North American Datum of 1983(NAD83), Grid Bearings between Station CLSB-046 and Station CLSB-044 as said coordinates are published in the City of Carlsbad Survey Control Network Established by Record of Survey No. 17271, filed in the office of the San Diego County Recorder On February 8, 2002. IE: North 15d15'04" East Reference bearings from other documents/deeds may or may not be in terms of said system. The Combined Scale Factor at Station CLSB-046 is 0.999950310. Grid Distance= Ground Distance multiplied by Combined Scale Factor. Bench Mark: Description: OC-0179 7 I Location: Disc Set in West End of South Headwall of 24" RCP 0.4 Mile East of Intersection of La Costa Ave. and Saxony Road. Records From: Elevation: County of San Diego, Dept. of Public Works: Report SV0106-01,10/15/85 13.87 Datum: M.S.L. in ci I '----Face of Dwelling ~----5' Min. in ci 2.7' to 4.0' Retaining Wall (See Plan) -Face of Dwelling 2' Min. .Jl-~--'-4'Min. ~--,.-3'Min. 4" Dia. Yard Drain & 3" Dia. PVC (SCH. 40) Drain Pipe Thru Curb (SDRSD No. D-27)(Typ.) Legend: Subdivision Boundary Lot Line Existing Pad Elevation ~ Plan Type © Easement Line ---------- Slope Bank (2:1 Max.) _=:] ___ L_ Interlocking Block Pavers ~~ 6" Extra Depth Footing Grade ? 2'¾ ..,:,. 0 Existing Sewer Main s Existing Water Main w Existing Storm Drain System Existing Fire Hydrant --1 Spot Elevation 332.0 ~ Proposed Retaining Wall Exist. Contours ~ Existing Street Light Owner: Black Rail, LP 17140 Bernardo Center Drive San Diego, CA 92128 858-613-1800 Applicant: Warmington Residential California 3090 Pullman Street Coosta Mesa, CA 92626 71!4-434-4325 Reference Drawings: - 335-5 Improvement Plans for Black Rail Road 397-4 Improvement Plans for CT 00-13 401-5 Improvement Plans for CT 99-10 433-3 Improvement Plans for CT04-01 433-3A Rough Grading Plan for CT 04-01 Earthwork Quantities: Footings & Fine Grade Spoils: 800 CY Total Export: 800 C'f Source Of Topography: Aerial Topograpohic Survey Furnished by: Digital Mapping, Inc. 21062 Brookhurst Street, Suite 101 Huntington Beach, CA 92646 Unit Mix: Plan #1 #2 Elevation F 1 2 Elevation I -2 Elevation S 1 3 Total 2 7 Elevation F: French Provence Elevation I: Italianate Elevation 5: Spanish Abbreviations: BW Back of Walk Elev Elevation FL Flow Line FP Flood Plain FS Finished Surface GB Grade Break IE Invert Elevation MH Manhole NSF Net Square Feet NTS Not To Scale P Pad Elevation PL Property Line CT04-01 CDP 05-33xlA #3 Total 2 5 2 4 3 7 7 16 PVI Point of Vertical Intersection (VC) RCP Reinforced Concrete Pipe R/W Right of Way RW Reclaimed Water S Sewer SD Storm Drain TC Top of Curb TF Top of Footing TW Top of Wall VC Vertical Curve W Water WS Water Surface Cl1Y OF ENCINITAS RECEIVED APR 1 2 2010 CITY OF CARLSBAD PLANNING DEPT VICINITY MAP NO SCALE ., I ~ C c - :.J a) a) 0 C 5' Minimum Typical Drainage Swale Detail Typical Drainage Swale Detail (Width Less Than 7') (714) 968-5459 Date Flown: March, 2005 ~ -E~ :.J <J) ::, 0 in '5;:-'-.... E..o N ~ 0 +-·-+-'- 0 a) C a) -a) '-~ ~~ 0.. 0.. • 0 "' '-0 -0 0.. --N-Cl'.l ,___ D / I X >-\ ) oO ~,\ ~~ ;,--~-~ _,,I "St"'-¥ ~ -' I 1 / / --...___ rwl I \ Sidewalk Street Typical Lot Drainage Detail Not To Scale C. 0 <J) .... 0 ., ~ 4"Dia. (Sch. Yord Drains & 3" Die. PVC 40) Drain Pipe & Sidewalk drain Pipe per SDCRS D-27 I When Sideyard Width is han7'. Under Typica Less T Engineer of Work: Michael L. Benesh, RCE 37893 Reg. Expires 3/31/2011 Not To Scale Date Not To Scale Note: The topography shown heron conforms to National Map accuracy standards. Units with sideyards less than 7' wide shall have roof gutters directing roof runoff to the front of the lot. Engineering Prefessional Civil Engineers and Land Survryors 404 South Live Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 TI-l'viail: l'vfBenesh@MLBEogineering.com ~ City of Carlsbad 2 , ---+----+------------------1-----11--_._--+----II Shleet I L--=-"'--'-'-':...:..:.."-'.l.-=--::L:::....:..::.:..::..cc..__---1~ En ineering De artment Sheets Precise Grading Plan For: 11 f oinsettia Kidge11 Carlsbad Tract No. 04-01 Engineer Off Work Revision Description l---j....---,-i-------------------1~--1--_._--+----l ~D;::r=aw=n::;B;::y=: _=~--=~--=~-. -;::====~?==. ==N=======;--:====~ Date ITnitial Date Initial Date Initial roJect o. Drawing No. Checked By: Other Approval City Approval Reviewed Bv:.----1 CT 04-01 CT04-01 • • • :a: I)_ en N en C) ~ -0 a.: (') I)_ C) .,., C) -0 "' en 9 { E Q) "' C & ' C) .,., C) -0 Cf en C) 0 fil' i:5 C "' U) 0 .z;, C C, 0 . ~ t ·e l. I)_ "' _J ;; b _J 0 "" 0 t.. (l) 3: (l) lll "' +-"' X 11 "' - \ ·x LlJ I i l I i· i '\ 30 0 1--iii -- - \ O'") ' ~ \ °' ' LO I I ; '. \ • (®) GRAPHIC SCALE 15 30 60 l___,I (IN FEET) 1 inch =30 ft. , \ ' W' Easement Notes See Sheet 1 for Easement Notes. Face of Dwelling 4" Dia. Yard Drain & 3" Dia. PVC (SCH. 40) Drain Pipe Thru Curb (SDRSD No. D-27) 120 i 2.7' to 4.0' Retaining Wall (See Plan) Section A-A Not to Scale TW Grade TF Grade 2 1 i I ,__7' Min. Engineering Prefessional Civil Engineers and Land S urvryors 404 South Live Oak Park Road, CA 92028 Phone 760 731-6603 FAX 760 897-2165 E-.l'viail:.l'vIBenesh@MLBEngincering.com \ 11 f oinsettia R,.idge 11 Carlsbad Tract No. 04-01 CT04-01 1---cDc--a-cte-+-I~n-it-ia-l +-----------------1--D-a-te-l--In-it-ia-l l-D-at_e__j__I_ni-tia_l_J -~D~r~aw==:n~B~y=: ~--=~--=~-_::;-,;=....:::.....:::.....:::.~-Pr=o=je=ct;N:;:o=. ====::;--;=;Dr=a=wi=ng=N=o=. ~ Checked By: __ _J Reviewed Bv: CT 04-01 Engineer Of Work Revision Description Other Approval City Approval