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HomeMy WebLinkAboutProject Plans IIy; y °� 'tL ra uk 1` .• ti ' , • , vL y,,J 'i k u.' ! ' r. J.,r J' i J ! s1Vf' V".'�, i1" � ,�I;�, 'dly I r!_e i� ;Jy II „"X' .;L a ,,.y r:'•}• '$„t, a' lyT'' < ",/r'"� ,},/'i', 1 _ ,, 7] j r r�. ,', 1Y,. to•«L'n+i!'J74 N;• I• '•', 'Y l':y, ' Y a 1,� r J1^YSykv='4I'.`t �';'x�J i` "'`' '.�'$F ,`1►31Sty.y� a,,••flM "r<'f"`.."''•W':J' ''n-ws� ,i! �ur''M r .�ti. _s -`r:•,t ,f � r r! ►' 1S .< `. t �!I �i.. i r .l'e'}i, ,. t. .•�•.•``�''. 'J''�^,-' Y.">-'''� d4•. A•ylu. <x .Y - •t•a. ate. ' 1�'''C� J �, } •T. y �Y. a t��ty'rt - `u:,' i'. '� <S f . T t• J'>••• •f` .r�J� S' _�° •S .!' ♦- .f" � y •.tw F.°G. f i 1 '.'b -I -. F is •1 • } •`l } : t Y,t 1 -• A1v .. I- •T lr i k. . a N . .. I• ''t .i: .. - ' "r, as ✓. .\- • ri♦- f /M v i. - _ yr. ••. ^ ^"'•-14" 2 - "r ..:% '-N .! x T . -< ii .A• L• . .ti T, .+.� r t . y 4 I 4 3 2 5 I - N (V FAMILY U (Q ROOM / lad Imp, 4 17,--b 01i UJI JEARACE 0A �� JYkt �" �°� }�o�• i Q..ice, t-- 500 FEET I /% Q �3 �;-, awl:,. ..' - -�' , ❑ NOTES -- 1. CONCRETE STEPS W 2�- _ �,; 2. T WALL -- - - - -- - -- - -- -- - -- -------- - -- - ' - - - -- - - 4% ET � 1 � Pr -��• TOP OF ADJACENT �` AT FOREGROUND �T! ` 1 0 T HANDRAIL 'p •� .. 'I• 2D 3. s OP ANDRA L A . - �, _ . 4. STAINLESS STEEL Irl�Kj°t TENSION CABLE 5. 4"0 SPHERE SHALL NOT -- - - -- - - - --- - -- -- - - - -- - -- __ - - - 4% FEET -- —' - - ------ ------- -------- , PASS THROUCsH 6. 1 viz 110 T.S. POST • 5'-Ott O.C. MAX. STAIR GUARD/ HANDRAIL4W FEET NOTE: 4"0 SPHERE i GRADE — MUST NOT BE ABLE r / TO PASS THROUGH - . - 484 FEET ANY PORTION OF o TOP OF ADJACENT -- '-- - _ GUARDRAILS (TYP.) WALL (VARIES i - PER PLAN). CONC. TREAD OR DECK PER PLAN o rf- -- -- - - - - ----- - ---- - -- ----- _- _ ----- _- - - -- - _ -- - - P ARCHMMS 1 - - - -- -- _ - ---- -- - - - - - - -- -'- ---' -- - - - _-- - - —--- ---' - -- - - - - -- ---- - -- - - -- - - - - - - ------ ---- — ---- -- -- -- - --- --- - - - - -- - - 412 FEET ----- ! ; -- RETAINING WALL PER PLAN. SITE FFILF.�Q I A (THESE ARE FOR FINISH CONTOURS ONLY, FOR STRUCTURAL INFO, REFER TO STRUCTURAL DRAWINGS) SCALE 1/4" _ 2 STAIR- SECTION NOTE: 4"0 SPHERE TUBE STEEL HANDRAIL/ - , MUST NOT BE ABLE TO PASS THROUGA-I GUARDRAIL PER PLAN r, ANY PORTION OF GUARDRAILS (TYP-) TOP OF CONC. AT DECK OR STAIRS Z FAMILY i 0 W Gt 1►eiu+r' ROOM in ' i = loa 5M FEET 3 SLEEVE DETAIL 3/411 T r 1 '� ! I �+, -<:^�, • •,� , NOTE: 4"0 SPHERE '. . s / j i' f - •` MUST NOT BE ABLE- - TO PASS THROUGH k4fVA _ _ '- - -_.- - -- - - - -- ----- - 496 FEET _Z 3 ANY PORTION OF / ` / -tJ# ,,� ' ' 1 �v�I -(h GUARDRAILS (TYP.) GONG. DECK 492 FEET W PAYERS PER PLANS - _ -- - - - - -- -- -- -' - --- -,•�-- = - -i-tom•: -�__ _ _- __ __ '----_— -___ _____ _ __ -_ - -- -' - - -- - - ' 488 FEET ' 3 '_� .. - ._ :cF,'-EX161`It# CsRADE r _ - _,_.__... -J�- [DNOTE6 484 FEET —U�- 1- 11/2 4 TOP HAND- --A -- � - � - -t, I — - ;,,ter,•,;, _ - .__. , RETAINING WALL RAIL. f PER PLAN _ 2. 11%"o T.S. POST ;3 1 5 -0" OZ. MAX. r Q �tlta 480 FEET 3. STAINLESS STEEL TENSION CABLE. NOTE: GAURDR41L TO RESIST 20 L5JFT. HORIZONTAL • { i� , ,, ; ► , ,: ' - 1 LOAD AT TOP OF RAIL PER CODE. o r :' x ' PACITIC IDO�►S`�' - --- f � ' 416 FEET ca GUARr%DRAIL � DECK EDGE 1 1/2" S!T ILE` . I -al-ESE ARE FOR MISN WWOLM ONLI', FOR sM,1cTU"L INFO, DEFER TO STRUCTURAL 0RAWI1�e) tin , - - ♦ .1, -i•. 't+ i.+ #L ♦ s, i ;4" r• >o L' J •} t' {' iT • '7A s 1.:t !"• '•r..• -2: :�.::.i �. iWEI r• TW- 4e. wt NO.C004D Air 04 04 ul TUBE STEEL FENCE _j U CD MASTER MASTER r 0d TERRACE BEDROOM In _Z :E CA fear (LOL Z to 4" TOPSOIL r / r 6L jjj Ul = Z 500 FEET j C4 L NE OF EXISTIWx GRADE - - - -"-' - - = - - -- - - - - -- _ - -- --- __--- -� / / _ - J _ -- " - - 4cYp FEET BACK Tll,�5E STEEL FENCE 1/2 6yot-o - - _ f :_ . 492 FEET cz., UJ --4—TUBE STEEL FENCE OZ�0_1& o 4" FEET CONC. TREAD CD OR DECK- cq 73 SEE PLAN -484 FEET ADJ. AaF1C_00ASr_.___. 480 FEET .-P 1, 'u NOTE: 4"0 SPHERE ARCHMCTS T1 1 � '..�-� .r • ; _ Y • _ _ - - _ ' MUST NOT BE ABLE TO PASS THROUGH ANY PORTION OF GUARDRAILS (TYPI.) 41ro FEET NOTE: GUARDRAIL TO RESIST 20 LB./FT. fe HORIZ. LOAD AT TOP OF RAIL PER CODE. S 1 TE FROFILEI (THESE. ARE. FOR FINISH CONTOURS-ONLY, FOR STRUCTURAL INFO, REFER TO STRUCTURAL DRAWINGS) SCALE 1/411 11-01111 PERIMETER FENCE 1/2 U. NON-SLIP SURFACE 11" T Mjt4.,L)7 SAFETY NOSM EA TREAD/RISER 1/4! SLOPE CONCRETE WALK 1/2* E)<P"ION JOINT 03 BARS 18" O.C. EAU MASTER MASTOR SEDROOMI TERMACE rCar NOTE: ADJUST EXACT RISE/ RUN IN FIELD, LOUER MIN. S" TREADS, MAX. all RISERS. MASTER - - - - - - - - - - -_ - -- - - -- - -_ _�_. --- - _ - - - - - E _ 500 FEET STAIR TREAD DETAIL 1 Jill I'l llhd 41FIr 4e Fill CUT AREA 4`36 FEET DAYLIGHT LINE 48OZO 4 A 5 C� 4'52 FE E T to I A LINE OF EXISTWG GRADE 488 FEET 06 SEf=T '01 484 FEET PACIFIC OOAST POOL EWF"ENT VAULT P EXISTING SLOPE ARCHMCIN 480 FEET 5ERM Its SL.�OPE NO SCALE 77 4-Ito FEET UL_ 1 r%%e0el E- ("SE ARE FOR FINISH CONTCkl"- ONLY, FOR STR!UCTURAL INFO, REFER TO STRUCTURAL DRAWIWSS) SCALE 1/411 11-011 e o�' V 8 r, iL1­"-'-VOL ail r 1 r 1 ' e ,g� . I _ f f 1. 5 f I�•31-OI . PR D D SLOPE MPROVEMENTS � w Uu QL � d w > u oil 07 R Y R1Up0 � a � � "' z Q� w 31 1 [00 PH ERRAC . E Z NEW POR BEAC1j � O20826 9 LIST OF DRAWINGS f- 25 -0 TO � OF STREET 1. TITLE SHEET/ KEY SITE PLAN 4,7• ` N33°28'00"E 238.20' 2. PARTIAL SITE PLAN 4�9 ��• a`e" 3. SITE SECTIONSsoa•���aa`�, ��`o r 4• 1 1 I 4. SITE SECTIONS A� tic`s©4 ° P, ti`�o oa.�`'a• <<o• 1 1 Go 1 I 5. SITE SECTIONS •N 0�0� °a`D " 1 0 I oo� 5� co EX15TING ENTRY I � t- � ,�;4 O� O l� 1 1- STORY COURT I I Z VICINITY , 'r MAfm P S �ti aTOP OF RESIDENCE I W Y ICINI I Y ° ,��oo s r SLOPE I — 10 (L 1 ;a�� OAS rn � j I iv Q 1 2 CAR I m 1 I GARAGE i I rmwy — s 1 I y 09 FE�3 'O1 L _ _ a AYSIDE CENTER S33°28'00"W 224.94I s f 9 d I ND 1 .�� 1131 DOLPHIN TERRACE O KEY SITE FL.AN SCALE 1116" = 1'-0" >= j,. CI 0 OF 5 t°��" a3� ��! l E! S \,f t'''_ �� :�` r i, 1 .....).-.r.....5... �-.,,...7..._.. � � � •\�. /�x;.y`�i' �,' r, ti J• } '� i If` � V LU UJ AIL ., 'Y i,F-y-..� � ``✓ : !'� , ,,I, ( `!✓ � S` 9 ~ 'fit .L` `� `x` �ti, •,/` � \ r `''` , '�� �' ••4,. 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