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HomeMy WebLinkAbout3600 S Aspen Village Way - Planw N N N O N 0 w Q cn w w F O O O Q O O Ln N O Lo 0) C) 0 0 w m 0 0 0 w Q O O w w CITY OF SANTA ANA —=I I I I I I I I I I I I I I I I I I I I I I 1125111111111111111111111111124111111111111111111111111123111111111111111111111111122 111111111111111111111111121111111111111111111111111120 111111111111111111111111119 111111111111111111111111118 11111111111111111111111117 111111111111111111111111116 111111111111111111111111115 111111111111111111111111114 111111111111111111111111113 111111111111111111111111112 1111111111111111111111111 11111111111111111111111111110 11111111111111111111111111 9 11111111111111111111111111 8 11111111111111111111111111 7 11111111111111111111111111 6 11111111111111111111111111 5 11111111111111111111111111 4 111111111111111111111111 3 1 n � d IJ 0 ASPENS VILLAGE APARTMENTS POOL REHABILITATIONMUSSER:ARCHITECT INC. N A roe z �g C) FOR PE ��j�I --E m m 0 3600 ASPEN VILLAGE WAY 1(_) w U- O SAN Master I D . 251 EAST IMPERIAL HIGHWAY V) ANA CALIFORNIA 92704SUITE 480 zo FULLERTON, CA 92835 Date: PHONE: (714) 241-8944 FAX: (714) 241-8797 uj w L LEGAL DESCRIPTION DETAILED SHEET INDEX REQUIRED SPECIAL INSPECTIONS SUMMARY SHEET INDEX TA J � REAL PROPERTY IN THE CITY OF SANTA ANA IN ORANGE COUNTY, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: w a D AR f� N TRACT 1207a BLK LOT A I- THE FOLLOWING DRAWINGS ARE INCLUDED WITH THIS SET AND HAVE BEEN PRODUCED UNDER THIS �� C�, o Q V CONTRACT WITH THE OWNER / DEVELOPER: i Z z SYSTEM OR ASSEMBLY TO BE INSPECTED a g SEE THE EXPANDED SHEET INDEX ON SHEET AO.OI FOR A DETAILED LIST OF DRAWINGS. C ASSESSOR'S PARCEL NO: 412-511-05 O u� 25 ARCHITECTURAL DRAWINGS AO.00 THRIJ ADI.O 9? �CE15,2340/0��� z OF � o CA, K K =IIIIIIII Z SHEET SHEET TITLE uj ARCHITECTURAL DRAWINGS co - z A0.00 TITLE AND INDEX SHEET m A1.00 SITE PLAN A1.01 ENLARGED DEMOLITION SITE PLAN PROJECT DIRECTORY w Z O 0 A1.10 ENLARGED NEW SITE PLAN O >- N N OWNER w A1.20 SITE DETAILS FAR WEST SE&ERSTROM PARTNERS = UJ — 0) z 5515 SOUTH FAIRVIEW ROAD = r n 1 AD1.0 SITE DETAILS COSTA MESA, GA 112626 = v Q W Z PHONE: --- w - o SITE INFORMATION j j f, 0 V) CONTACT: --- 01. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL PROPERTY MANAGER \ o H CONSTRUCTION TYPE H / > J Z INSPECTOR WHEN ITEMS ARE PREPARED FOR REVIEW AND FOR VERIFYING LEGACY PARTNERS THAT THE WRITTEN DOCUMENTATION OF THE INSPECTION REVIEWS ARE 353-1 SUSAN STREET, SUITE 250 _ �/� w TYPE 55 NO SPRINKLERS DISTRIBUTED TO THE APPROPRIATE MUNICIPAL AGENCIES, THE ARCHITECT, THE COSTA MESA, GA 112626 = co / 1 STRUCTURAL ENGINEER, AND THE OWNER / DEVELOPER. _ W U = PHONE: (q4�i) a30-6600 CONTACT: MARTIN FRAZIER = W Lu w z 02. THOSE SPECIAL INSPECTIONS DESIGNATED AS PRIVATE SHALL BE Z BUILDING OCCUPANCIES CONTRACTED FOR AND PAID BY THE OWNER / DEVELOPER. = vJ R2 = 05. THOSE SPECIAL INSPECTIONS DESIGNATED AS MUNICIPAL SHALL BE ARCHITECT J O Q CONTRACTED FOR AND PAID BY THE MUNICIPAL A6ENCY REOUIRING THE MUSSER: ARCHITECTS, INC. = Q w INSPECTION. 251 EAST IMPERIAL HIGHWAY, SUITE 450 - < O 0 o0 FULLERTON GA c12555 - w PHONE: (714) 241-SCi44 - O M Z G REVISION LOG CONTACT (DAVID G MUSSER, NCARB G w cw V, a Sn o DATE REASON FOR REVISION o w - z _ - - z O U CD F CODE SUMMARY SCOPE OF WORK F PROGRESSuj 10/16/2025 w REMOVE AND REPLACE CONCRETE POOL DECK AND COPING - BOND BEAM TO REMAIN - PLAN CHECK REVIEWING AGENCIES = CITY OF SANTA ANA- BUILDING AND PLANNING REMOVE AND REPLACE POOL PLASTER AND WATER LINE TILE. = BIDDING w APPLICABLE CODES AND REQUIREMENTS INSTALL NEW GORE COMPLIANT DRAIN GONERS SANTA FE MUNICIPAL GORE INSTALL NEW TRIM TILE ON POOL AND SPA STEPS AND SEAT RECORD o 2022 CALIFORNIA BUILDING CODE (GBG) 2022 CALIFORNIA MECHANICAL GORE INSTALL NEW TILE BREAK LINE AT 4-1/2 FOOT DEPTH _ z Of 2022 CALIFORNIA PLUMBING CODE INSTALL PRE -CAST CONCRETE COPING - COLOR TO BE SELECTED BY OWNER 2022 CALIFORNIA ELECTRICAL GODS <n E 2022 CALIFORNIA ENERGY CODE INSTALL NEW DEPTH MARKERS AND NO DIVING MARKERS PER CODE E 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE _ C) INSTALL NEW LED LIGHTS AT POOL AND SPA - a REMOVE AND REPLACE WALL STEPS AT POOL REMOVE AND REPLACE HANDRAILS AT POOL AND SPA - J w _ cn z w w - N o NOTE TO THE PLAN CHECKER VICINITY MAP GALLONS PER BODY OF WATER p 0 W SPA = 1,1155 GALLONS - o ASPENS VILLAGE APARTMENTS WAS COMPLETED FOR FIRST OCCUPANCY POOL = 64,316 GALLONS ON AUGUST 23, 55 - = o Ia ASPENS VILLAGE IS PRIVATELY OWNED AND WAS PRIVATELY FUNDED. '"""""" ""° "° """'�'°'t "- -ZL i ___ ��' e=IIIIIIIII" IIIIII����'�IIIIIIIIIIIII 0 Br' PER SECTION 1102A.2 OF THE 2022 GG: j - THE BUILDING STANDARDS CONTAINED IN THIS CHAPTER DO NOT --- _ ----- - _ APPLY TO THE ALTERATION, REPAIR, REHABILITATION OR MAINTENANCE SHEET CONTENTS OF MULTIFAMILY DWELLINGS CONSTRUCTED FOR FIRST OCCUPANCY GrisetPoik o �, _ CV PRIOR TO MARCH 13, lacITITLE SHEETl ; ;.__ ; X �r N - CONTRACTOR PLEASE NOTE _ F THE INTENT OF THE DRAWINGS (GRAPHIC INSTRUCTIONS) AND -_ - - SPECIFICATIONS (WRITTEN IN5TRUGTION5) 15 TO PROVIDE = w A COMPLETE SET OF COMPLEMENTARY DIRECTIONS TO THE CONTRACTOR WHICH INCLUDES ALL ITEMS THAT ARE NECESSARY N =(IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII: FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. z WHAT IS REQUIRED BY EITHER 15 AS BINDING AS IF REQUIRED DRAWN BY OC 2023 -- BY BOTH. GDM o THE DRAWINGS ARE AN INTEGRATED PACKAGE OF GRAPHIC B [„ INSTRUCTIONS, COMPOSED OF DESIGNS PREPARED BY THE B ARCHITECT AND HIS CONSULTANTS. NOT ALL REQUIRED ARCHITECT JOB NUMBER ui 7 J COMPONENTS, PIECES, OR ASSEMBLIES WILL BE COMPLETELY 25019 z 6L66F DETAILED IN EVERY GRAPHIC PART OF THE DRAWINGS. SOME _ DRAWINGS ARE 50HEMATIC IN NATURE, SHOWING INTENT = CONSULTANT JOB NUMBER RATHER THAN DETAIL. THE CONTRACTOR SHALL REVIEW =_ ALL OF THE DRAWINGS AS A WHOLE SET, AND WILL BE RESPONSIBLE FOR MAKING SURE ALL OF THE REQUIRED _= COMPUTER FILE NUMBER PROJECT LOCATION DE516N ELEMENTS ARE INCLUDED IN HIS SCOPE OF WORK. = 25OIcI_A000 N = U AO,00 C) A 0 m 111111111111111111111111 25 111111111111111111111111 24 111111111111111111111111 23 111111111111111111111111 22 111111111111111111111111121111111111111111111111111120 111111111111111111111111119 111111111111111111111111118 111111111111111111111111117 111111111111111111111111116 111111111111111111111111115 111111111111111111111111114 111111111111111111111111113 111111111111111111111111112 1111111111111111111111111 11 1111111111111111 10 91 81 71 6 51 41 31 21 1 OE O LO N N O N / ■■ U) O m LO N M LO N O N \ \ O W Q 0 H O J W i e L K J '5 — w 00 N O — N cfl O w H cn w J L� C F a — O Q rn 0 Lo O L / CP 3 — / E o — 0 m a� 0 =: 0 c — a� — a cn —: rn = 0 LO D mommom Ln N O N ■■ L 0 (n 0 — O m A CITY OF SANTA ANA I I 1 I I I I I I 1251111111111111111111111111 241111111111111111111111111 231111111111111111111111111 221111111111111111111111111 21 111111111111111111111111120 l l l l l l l l l l l l l l l l l l l l l l l l l 19 1111111111111111111111111181111111111111111111111111171111111111111111111111111 rs l l l l l l l l l l l l l l l l l l l l l l l l l 15 1111111111111111111111111 14 1111111111111111111111111 13 1111111111111111111111111 12 1111111111111111111111111 11 IIIIIIIIIIIIIIIIIIIIIIIII 10 l l l l l l l l l l l l l l l l l l l l l l l l l l 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 18 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 7 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 s I I I I I I I I I I I I I I I I I I I I I I I I 15 I I I I I I I I I I I I I I I I I I I I I I I I 14 I I I I I I I I I I I I I I I I I I I I I I I I 13 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 1 II I I I I IAl ncy KEYNOTE o ❑PREPARE THE POOL AND 5PA R RE5URPAGING - MUSSER,ARCHITECT INC. a- HYDRO -BLAST AND STRIP PLA5 R TO SUNITE - N \ 2 REMOVE EXISTING CONCRETE POOL DEGK AND A roves W COPING - PROTECT EXISTING PC OL PLUMBING IN PLACE - BOND BEAM TO REMAI 4 FOR PE TI< CE ❑ POOL PLUMBING TO BE REPLACE D A5 NECESSARY M �f o ❑ UNDERCUT WATERLINE TILE = U REMOVE AND REPLACE SIDE VV LL 5TEP5 AT POOL wo Master I D . 251 EAST IMPERIAL HIGHWAY w REMOVE AND REPLACE HANDRA IL5 SUITE 480 z FULLERTON, CA 92835 0 Date. PHONE: (714) 241-8944 PROTECT EXISTING HEDGE IN PL GE FAX: (714) 241-8797 REMOVE AND REPLACE EXISTIN Ld AND &ATES a REPLACE EXISTING DRAINS AND 5KIMMER5 = ��D ARC. mxf CS o IO REPLACE EXISTING DEPTH MARKERSCL EII WALKWAY EXISTING CONCRETE ALKAY TO REMAIN �a EXPIRES 11/30/25�ti Z C 15,234 �' ❑OF EXI5ITINCG POOL AND 5PA MECHANICAL EQUIPMENT Cw 12 TO REMAIN K 13 EXI5TINGEXI5TIN6 POOL AND 5PA EQUIPMENT GONNEGTION5 TO REMAIN _ J \ H o � ` LEGEND \ REMOVE AND REPLACE CONCRETE POOL DECK \ AND COPING - BOND \ BEAM TO REMAIN G 00001 o \ \ 8 TYP I \ I v N Z PROGRESS 10/I6/2025 PLAN CHECK BIDDING RECORD I SHEET CONTENTS EXISTING / DEMO POOL SITE PLAN N - W N - N _ w W - J DRAWN BY OC 2023 S2 ir- GDM o w F B ARCHITECT JOB NUMBER vi 2501 a Z CONSULTANT JOB NUMBER a Lj COMPUTER FILE NUMBER I F- Lu 2501a_AIOI U N 0EXISTING ��_��� / DEMOLITION POOL SITE PLAN I�8 - I -o A4 A A1,01 in 251 24 2-31 22 IIIIIIIIIIIIIIIIIIIIIIII21 20 19 18 17 16 15 14 13 12 11 1 o 9 81 71 61 51 41 31 21 1 IIIIIIIIIIIII1125 IIIIIIIIIIIIIIIIIIIIIIII 24 IIIIIIIIIIIIIIIIIIIIIIII 23 111111111111111111111111 L K J C F a — 0 Q I rn 0 N 0 3 — / E o — O CL U) N — CL 0 0 D Ln N O N / ■■ L IIIIIIIIIIIIIIIIIIIII 21 IIIIIIIIIIIIIIIIIIIIIIIII20IIIIIIIIIIIIIIIIIIIIIIIII 19IIIIIIIIIIIIIIIIIIIIIIIII 18IIIIIIIIIIIIIIIIIIIIIIIII 17IIIIIIIIIIIIIIIIIIIIIIIII 161IIIIIIIIIIIIIIIIIIIIIIII 15IIIIIIIIIIIIIIIIIIIIIIIII 14IIIIIIIIIIIIIIIIIIIIIIIII 13IIIIIIIIIIIIIIIIIIIIIIIII 12IIIIIIIIIIIIIIIIIIIIIIIII 11 IIIIIIIIIIIIIIIIIIIIIIIII 10IIIIIIIIIIIIIIIIIIIIIIIIII 9IIIIIIIIIIIIIIIIIIIIIIIIII 8IIIIIIIIIIIIIIIIIIIIIIIIII 7IIIIIIIIIIIIIIIIIIIIIIIIII 61IIIIIIIIIIIIIIIIIIIIIIIII 5IIIIIIIIIIIIIIIIIIIIIIIIII 41IIIIIIIIIIIIIIIIIIIIIIIII 31IIIIIIIIIIIIIIIIIIIIII KEYNO I APPLY 2-5 GOATS OF WHITE FI' POOL AND SPA INSTALL NEW CODE COMPLIANT IN POOL AND SPA 3 INSTALL NEW BLACK NON -SLIP' AND SEAT IN POOL AND SPA INSTALL BLACK, NON -SLIP BRED FOOT DEPTH MARK AND 2 NEW INSTALL NEW WATERLINE TILE A IN POOL AND SPA - TO BE 5EL b INSTALL NEW CUSTOM PRE -GAS' TO BE SELECTED BY OWNER FF COLORS CITY OF SANTA ANA III � nay i - O m SH PLASTER IN - MUSSER,ARCHITECT INC. a_ 1AIN DRAIN GOVA �OI w zIM -FOREP E Tl<--- E M 7I CL LINE TILE AT 4-1/2 0 .OPE RINGS IN POOL = D DEPTH MARKERS = :TED BY OWNERMastar,j D: o 251 EAST IMPERIAL HIGHWAY w )M DAVIS CONCRETE SUITE 480 0 FULLERTON, CA 92835 U Date. PHONE: (714) 241-8944 1 Z INSTALL NEW, NON -SLIP DEPTH D NO DIVING FAX: (714) 241-8797 TILE MARKERS AROUND THE PO L AND SPA INSTALL 3 NEW LED LIGHTS IN P-OL-07 AND SPA WITH NEW PLASTER MOUNTING RINGS INSTALL NEW FLUSH MOUNT EYEBALL FITTIN65 IN POOL AND SPA 10 INSTALL ONE NEW SET OF WALL STEPS IN THE POOL II INSTALL NEW THREE BEND HANDRAILS IN POOL AND SPA 12 REPLACE APROXIMATELY 5,000 50. FT. 4" THICK CONCRETE POOL DECK WITH #5 BAR5 AT IS" OG EACH AAY - NATURAL GRAY WITH SALT FINISH SLOPE DECK TOWARD DRAINS AR 2% MAX 13 PROTECT EXI5TIN6 HEDGE IN PLACE. 14 INSTALL NEW 5 FOOT TALL TUBE STEEL FENCE AND GATES IS EXI51TIN6 POOL AND SPA MECHANICAL EQUIPMENT TO REMAIN I6 REPLACE POOL DECK DRAINS I7 EXISTING EMERGENCY SPA OUT OFF SWITCH 18 NEW PAVED PATHWAY la CONCRETE TO BE FLUSH WITH EXISTING SURFACE 20 EXI5TIN&EXI5TIN6 POOL AND SPA EQUIPMENT CONNECTIONS TO REMAIN 21 STEP TRIM TILE TO BE IXI BLACK NON -SLIP LEGEND NEW- CAST IN PLACE CONCRETE POOL DECK PROFOSEP DRAIN 001/ER5: COLOR MATCH POOL FITTINGS - MODEL 10-AV-IOTA - WHITE INSTALL WITH FIELD FABRICATED SUMP 5.5" SUMP DEPTH, 2" BOTTOM CENTER OUTLET - 2017 V65 COMPLIANT NOTE: PER ORANGE COUNTY HEALTH DEPARTMENT - THE 2HP PUMP EXCEEDS THE FLOW RATE OF THE EXISTING 2" PVC LINES. - THE PUMP SHOULD BE REPLACED WITH A PUMP THAT 15 GAPEABLE OF A MINIMUM TURNOVER RATE OF 53 GPM I I I I A1.20 GATE 5 — w _ D . mif sf�� - CL EXPIRES 11/30/25 �� Z C 15,234 o CAL��� K o =IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ? - a — w — z m 4i cn qv w J Z o 0 O Q cv N W — 0 U ~ �Q Z ZLd J J w _ gO _ im J LL o H Q / w c/) = WU Z W w z W cf)Z x 0 (/) J o a Q 0 o� CL W 0 Mary ¢ G co W N z 0 0 w Z Z 0 U N z _ o F PROGRESS o 6/17/2025 w PLAN CHECK BIDDING = U U Q RECORD o z w E A Q U N -0 N J W 0 N Z A Q W W N fn D w 0 z Q = w O Ct O U — Q = - SHEET CONTENTS NEW SITE PLAN R. _ x c N _ N W N N w W 2 N - J Q DRAWN BY OC 2023 S2 GDM o — w F B ARCHITECT JOB NUMBER vi 2501 a CONSULTANT JOB NUMBER w 0 = w F- COMPUTER FILE NUMBER 2501a_AI10 LU U N A1.10 A in AlENLARGED SPA PLAN 251 24 1/4" = I'-o" A22 ENLARGED POOL STEPS 1/4" = I'-o" A18 ENLARGED POOL SITE PLAN = 1'-o" I A4 231 22 21 201 191 18 171 161 15 I4 I I I I I II1 II1 III1 II1 I 113 II1 II1 II1 II1 II1 II 1 12 I II I 11I I 11I I 11 10 I I III I III I III9 81 71 61 51 4 31 21 1 CITY OF SANTA ANA III 111 III 1111111111 25IIIII IIIIIII IIIIIII II 24IIIIIII IIIIIII IIIIIII 23I IIIIIII IIIIIII IIIIII 22III IIIIIII I IIIIIII IIIII. 21I IIII IIIIIIII IIIIIIII I II20 IIIIII IIIIIIII IIIIIIII I19 18 17 16 15 14 13 12 11 10 9 8 6 5 4 3IIIIIIIIIIIIIIIIIIIIIIII I I I 1 n c ` , ----------� o y/ 1 - _ MUSSER:ARCHITECT INC. N o I I 'A = ro Z W i C) 5% MAX. (TYP) 'FOR PCR CE (0® I I C00 CL w Y (TYP) - o M a D • 251 EAST IMPERIAL HIGHWAY N O �� --14 —------� SUITE480 0 ate: FULLERTON,CA 92835 �V C� ---- ----� - PHONE: (714)2418944 FAX; (714) 241 8 9 2% MAX. (TYP.) 2%MAX. (TYP) ------- D AR C. r MUss ��, P7= i ADI.o Q All { a t11-'-I XPRM 11/30/25�'� MAX. (j YP,) I I _ _ _ _ _ _ _ C 15,234 0� , � 2% MAX. (TYP) OF cx o K ��-- — -- - K o 5% MAX. (TYP.) MAX. Irr �I a- - N l 1 ___ ___ Lo _ _ _ H GATE 2 1 1/2" = 1'-0" H8 GATE 3 1/2" = i'-o" H 1 H 60" MIN 48" MIN. / > =_ Ld - / 5% MAX. (TYP. ' ) —_ _ LL_ , G _----=--- - - / - G 55� M 4 N• MAX. (Tl'P) O 5% MAX. (TYP) = I' I � '��F� % 2% MAX. (TYP) IYP.) - - - - - - - cy) _ - p u7 , N I-,F � I I F -- I 3 __ A I I AD LO 2% M / = / . (TYP.� 00 = 2� MAX. (rrp)co �0 E �r� ------- Q / E - LO co Q -_ i Al TMP' _ ADI.O / I 55g -MAX. (TYP.) = N04 O04 . (7YP.) GATE 4 1/211= i'-o" D1 I I p p JULIUS GLUM #4455 RAIL = STEEL TUBE MOULDING STEEL W/ STRIP KI POST MAXIMUM LIGHTING PER DETAIL -SEE 4' SPACING — - -11 yp I _ 12" 12 24 - PROGRESS 6/17/2025 PLAN CHECK BIDDING RECORD 0 2L XXX XXXXXX ZL - L_ I = III', ;IIIIIIIIII.II `' ADI.O 0 = --_` #4 BARS m - - ` AT 24" O.G. C N ' 5:K MAX. (��) (E) CONCRETE GMU WALL C SLAB 15EYOND ADI.O N #4 DOWELS AT 24" MAX. O.G. IN SIMPSON SET-XP EPDXY N ' IGG E51RZ-2508 W/ 6" MIN. EMBEDMENT m INN 11 CV •d- x N N N N H 1.1 ----- ----------- -�.� - ... ... J Q Z O I- DRAWN BY CO 2023 5 I GDM o w o B _ ° l B ARCHITECT JOB NUMBER cD 2501�i Z J — „ a F7__4 e =_ m = 3 GLR. TYPE a = CONSULTANT JOB NUMBER o #4 BARS S" v - w AT 24" O.G. COMPUTER FILE NUMBER -- EXPANSION g� 8" SQUARE FOOTING = 2501a_AI20 3" GLR. TYP. � JOINT (-rrPJ = � J = 1501-7 �► = N = WDOS - A1,20 z 0 A GATE1 i/2" = i'-o" Al6 GATE 5 i�2" = i'-o" Al 1 CONCRETE STEPS I" = I'-o" Al o 25 1 2411111111111111111111111 23 111111.111111.111111 22 111.111111.111111.111 21 11111.111111.111111.120 1111111.1111111.111111 19 18 I 17 16 15 14 I I I 1113 12 11 10 9 8 7 IIIII 6 III 5 4 3 2 1 m IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII 25 IIIIIIIIIIIIIIIIIIIIIIII 24 IIIIIIIIIIIIIIIIIIIIIIII 23 IIIIIIIIIIIIIIIIIIIIIIII 22 1111111111111111111111111 M L J U — N = p O = o = a O) _ O = I j F O — rn = 3 = o = 0 O W a� rn = E N (n Q O) O — N tC) _ N O N 2 = D rn — O m — o� C lf� _ N O N O O w = H- o B H- O — J = n — w J Q U — U) A o J .w 2501a 2501a IIIIIIIIIIIIIIIIIIIII1120 111111111111111111111111119 111111111111111111111111118 IIIIIIIIIIIIIIIIIIIIIIII 17 111111111111111111111111116 IIIIIIIIIIIIIIIIIIIIIIII 15 111111111111111111111111114 111111111111111111111111113 1111111111111111111111111 12 1111111111111111111111111 11 JULIUS BLUM HANDRAIL MOULDING #4435 (STEEL), FINISH, UNSEALED. SELF -RETURN ENDS USING SQUARE PIECE "4435N" I-1/2" X 515" FLAT BAR (W/ HIGH TYP, PERFORMANCE COATING): CONNECT TO 1/5 UNDER SIDE OF HANDRAIL WITH 50RIl DRILLED 4 TAPPED GRIND ALL EDGES TO MINIMUM I/5" RADIUS I I/4" SQUARE SOLID STEEL POST W/ HIGH PERFORMANCE COATING STEPPED FENCE SECTION THE FENCE SHALL BE CONSTRUCTED 50 THAT A 4" DIA. SPHERE CANNOT PASS THROUGH THE OPENINGS FOR TYPICAL DI 2" 50. STEEL TUBE FENCE 11 11 I " = I'-°" 1 G 16 wErom- FmU, \ 511 = 11-o" I K11 11111111111111111111011111111111111111111111111 911111111111111111111111111 811111111111111111111111111 711111111111111111111111111 sllllllllllllllllllllllllll 511111111111111111111111111 411111111111111111111111111 3111111111111111111111111 A 12" (FACE OF NOSING) 1 VERIFY EXISTING CONDITIONS 2501 a 12" WIDE CONCRETE MOW STRIP W005 CONTINUOUS UNDER FENCE CONCRETE STEP NOSING G6 FENCE OR GATE POST 15" VIA CONCRETE FOOTING CAST -IN -PLACE CONCRETE POOL DECK EXPANSION JOINT W/ 5ANDABLE SURFACE CAST -IN -PLACE CONCRETE POOL COPING - SEE SHEET FOR FINISHES R= 1/2" EXISTING WATERLINE TILE TO REMAIN PROTECT IN PLACE EXISTING BOND BEAM TO REMAIN EXISTING POOL PLASTER - TO REAMIN PROTECT IN PLACE FENCE POST FOOTING POOL COPING EDGE ............e... 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PICKETS AT 4 O.G. 1 1 2" MIN. WITH SELF -CLOSING, SELF -LATCHING TYPICAL FENCE SECTION 111111111111111111111 25 111111111111111111111111 24 111111111111111111111111 23 111111111111111111111111 22 11111111111111111111111 21 iiiiiiiiiiiiiiiiiiiill DEVICES D I I 2. ALL GATES SHALL BE CAPABLE OF \,�__f�=op, POST FOOTING - SEE BEING LOOKED FROM THE OUTSIDE WHEN POOL IS CLOSED AND SHALL BE OPENABLE AT ALL TIMES FROM WD DIOS TOP OF POOL DECK AND CURB THE INSIDE W0002 A16 POOL GATE ELEVATION 1/2" = 1'-0" Al 1 DEPTH MARKER (DECK) 11111111111111111111119 111111111111111111111111118 11111111111111111111111117 11111111111111111111111116 11111111111111111111111115 111111111111111111111111114 111111111111111111111111113 1111111111111111111111111112 11 10 91 8 250"T WD003 WALL STEPS (00" 11.'75" EQUAL IV eT ER LEVEL IS" 12" EGtUAL NOTES: I. &UNITE RISER VARIES WITH COPING: P.I.P. COPING = 5.25" 2. EXTRA I" AT TOP STEP TO OFFSET THE TILE OVERHANG. 2501cI 5. HANDRAIL5 TO MAINTAIN A 2S" - 54" HEIGHT AT THE NOSE OF EACH STEP. WD004 RAILING AT POOL STEPS 4 p) FIN15H GRP CITY OF SANTA ANA I I I I *I 11 1 I I I I I I 1111 i I i' �' III ' 0 ncy MUSSER:ARCHITECT INC. N Aib rovlz FOR PE —I CE M CL U W U- O Master I D . 251 EAST IMPERIAL HIGHWAY N __ SUITE 480 m Date. PHONE: (714) 241-8944 U FULLERTON, CA 92835 Z FAX: (714) 241-8797 o= 3 w P7= a L11� XPMM 11/30/25 C 15,234 CALZ�o N.7.5. K1 K o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ? N.T. F :L TUBE TOP RAIL = EL TUBE POSTS AT = EMBEDED INTO =_ FOOTING = L TUBE PICKETS AT 4" E �NCRETE MOW STRIP = 5 UNDER FENCE _ C CONCRETE FOOTING AT EACH POST D PROGRESS 10/I (0/2025 PLAN CHECK BIDDING RECORD :2 XXX XXXXXX ZL — ro X CV f/) N cn H w w cn J Q DRAWN BY CO 2023 z cD GDM o w B ARCHITECT JOB NUMBER 2501�i � = CONSULTANT JOB NUMBER o w = COMPUTER FILE NUMBER 2501a_ADIO ¢ = U 2501 a = N N°°°' - AD 1.0 z N.T.S. A6 POOL ENCLOSURE FENCE i" = 1'-0" Al A 71 61 51 4 111111111111111111111 -3111111111111I I I I I I I I 211 1 CITY OF SANTA ANA Planning and Building Agency ORANGE COUNTY FIRE AUTHORIT Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL and RESIDENTIAL TRACT developments INSTRUCTIONS: Master ID: • Fill in the project/business address and provide a brief description of the scope of work and type of businesspfr�l�tion that will take place. • Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certifications c Ion. • If you answer: - "YES" to any part of questions 1 through 10, submit the type of plan indicated in italics to • In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. • Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite city 3600 ASPEN VILLAGE WY SANTA ANA, CA 92704 Santa Ana ProjectScopelBusiness Description Residential Pool Repair S 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2 O O Property is adjacent to a wildland area or non -irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. O(/1 Located in or < 100' from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300' from VV an oil/gas seep, or < 1000' from a landfill? Methane Work Plan. (PR170) 4. O O Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. �®Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring forages 5+ is exempt unless classified as an E occupancy by the Building Officiao? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. o O Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Q Q Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. O Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessaty. (PR315-PR360, PR232-PR240) 9. O(� Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12' (6' for high -hazard V commodities, plastic, rubber, foam, etc.)? High -piled Storage Plan (PR330) 10.0 U Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a LLii commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located 4:!' —' in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Chris McLeod/ Musser Architects Signature ` Phone Number 714 ) 241-8944 Date 07 01 2025 Building Department: Ifyou have verified that all of the questions have been answered accurately as "NO", and the project does not otherwise require OCFA review of sprinkler or alarm plans* then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans andfees for OCFA review 10-08-14 EE CITY OF SANTA ANA Planning and Building Agency Approved SEC ORANGE COUNTY FIRE AUTHORITY FOR PERMIT ISSUANCE Plan Referral Form N, Required for OCFA to review plans upon the request of the Building Department when 'rhoxtt` the answers on the Plan Submittal Criteria Form (on the reverse) are all "No". Master ID: Date: City / County Official Requesting Review: City / County Reference #: Date: City / County: E-Mail: Contact Name: Phone #: Title: ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: Updated: 06/02/2020 rs