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Lions Ridge Filing 1 Block C Lot 6-10 Simba Run Pool 2008
� i .. . .. .. �� ., � .. ♦. . . � ' . . .s. . . . n� i l .y... { . �: � . :: . . ..a " u . ' , , r • ♦ ' 1r . . . � . l . - .hI . _ , .. , .. � ' i . • _� . . • . � ar • LL .1 d� ��Y : 1 � /y _ • '.'1 ' :�C 1 �•� 5 I N Y � ' . .. a � . .. ' . . � � � . . . . . r.`. . � .- . . .. � , . � . . . - '. ' � ., . � " �. ' �. .- '�. . . � 1.� ".. • r � � . o . . . . �]�. . L . 'Y � " AI � _ . .. . . . . . .. . < . . . . . . . . - nYr °. ' • . . - . ' • . `_ ?^ r ' :. . � � . . . . i .. � ��. .' ._ . _ . � ' . _ . . � f I , . - : . . . , . _ . . _ . . � : . , _ . : _ . . ,r _ .. . � _ ._ , _ :.. - _ _ .. , . , . . , , , . _ . . i��i 'l�!� ��' �� '��� �� I'��!�I�I �� � � � ��� � � s� SPA SPECS . I LENGTH: 20' - 9 " WIDTH: 12'- 8" � � p� WATER DEPTH: 3' - 6" SUR. AREA: 212. 1 S. F. _ 20 -9 12 " SQUARE MAIN RETURN SKIMMER LIGHT JET INT. AREA: - - PERIMEf€R (Ff): 55'- 1 ° ---- i- _ _ . .' . . _ . ___ ___ _ ._ _ _ __ _. _' . . . . . . _ _ _- DRAIN JET DRAINS FOR JETS PLUMBING SIZE: 2 " & 3" PVC � �I SEE DETAIL --� SKIMMER: (2) STA_ RITE U- 3 INLETS: (6) , � ' -- — - i.. , O � ,\ -- -- - - - --- — JETS: ( 15) . ( 6 ) INLETS MAIN DRAlN: (2) 12 ° 54. +(2)8"� ANTI -V9RTEX GRATES & FRAMES RADIUS � - RADIUS SEE DETAILOH - , SPA CAPACIN GAI.LONS: __4800 _ _ TRANSITION TRANSITION CIRCULATION PUMP: PENTAIR WISPERFLO _ �IL BENCN CIRCUlATION PUMP GPM: 160 FILTER TYPE: PENTAIR "CIEAN 8c CIEAR" CARTRIDGE �520 EXISTING � FILTER GPM: 150 ( 150 MAX.) WALL , � � - - � � �- 6� � i ��\ �Qy � � ' 7yp, r. 'n ���, � COPING �. � � JET PUMP: (2 PENTAIR 3 .0 N-P. WISPERFLO MECHANICAL N p HEATER: P€NTAIR ' MASTER TEMP° 400,000 BTU GAS EQUIPMENT + � .� STEPS � � � - - CHLORINATOR: PENTAIR RAINBOW �300 -29 VAULT g. _p" � g•-7• _- - TURNOVER RATE: 30 MIN . BELOW GRADE , � ry 1 � TIME CLOCK: 24 HR. BENCH t o � 5' - 6" R. n 3' - 6" WATER o CONTROLLER: PENTAIR "INTELLATOUCH" I- 10 W/REMOTE SWITCH r�---- �- SPA -- I I -- i ("'-' ; � � 1 '�p , M DEPTH -+ � SPA LIGHT: ( 1 ) 500 WATT _ � REBAR SIZE: �4 PUMP GPM: 250 ! { � � o - -_- • _ _ ' - BENCH _ GUNITE YARDAGE: - - � ` � � � � ° �6' �� ELEC. BY: OTHERS i � ii c➢• ;n , � �0• �- -_ .- — - �-�__=J� - � RADIUS n —� SPA LIGHT STEPS -�, GAS BY: OTHERS o � RADIUS N � 8 0 FLOOR DRAINS � r� COPING:_ STONE_ s'-o" _� TRANSITION � N rw{��smoN SEE DETAIL _ FOR CIRCUlATiON _ � I L DECKING: 4' CONCREfE SLAB COLOR: OWNER SELECT '" 1' i� SEE DETAII.��'� O TILE: 6 " TIIE STRIP SQ. Ff. - - � f O - � FIG . 4 ACCENT TILE: 2 " STEP & BENCH TRIM SQ. FT. - - SITE PLAN /� �T � -- = GRABRAIL P�� FINISH: WHITE MARBLEIZED - -l�'U ( 15 � JEFS-'� SEE SECTIOIV 2 MISC. : AUTOFILL BY LEVELOR SCALE: 1 /8"= 1 ' -0" ~ SPA LAYQUT �I�� -- MISC. : 3" THICK FOAM CORE FLOATING COVER B �`-I�I� MISC.: WINTER COVER SCALE: 1 /4'a1 ' -0" MISC. : 2 .0 H.P . BLOWER (ROTRON) � SKIMMER O� � - HANDICAPED LIFf MISC_: PROVIDE S. S. VERTICAL VENTING FOR HEATER_ _ SEE DETAIL ANCHOR STONE COPING � X�" EXP. JOINT 1 �-0" ' VARIES 1 � -0� S PA P LAN - . CONTINUOUS W/ — -� • . ^ � � C WATERPROOF SEALANT 4" CONCRETE DECK - 1 ,9 " O . D. STAINLESS �CALE: 3/S = 1 -0 �4012" O.C. AT � - MID DEPTH STEEL HANDRAIL � �� wa�R -- - -- --- -- pROJECT NOTES /� 6" WATERUNE ��� APPROVED ;, ' ' / TiLE SiRIP ;o ' •• ELEG . GROUNO CUSTOMER TO PROVIDE A 6' -0" NIGH SAFETY FENCE �� � " AROUND SPA WITH SELF- LAtCHIN� GATE PER CODE. � � �� � ����� � � ��������� EXCAVATED EARTH TO BE REMOVED FROM SITE. ���� �' � � : �!��� EXPANSION . S,,�R,p,, t►�S S�t�+- f��^f w��N- ��/��%�i t8c. 3� a1 • 5 � �/� �, . , e �,;�/�� °� JOINT — � Q� i6c. �ioq /�;;��; ° ., FINISH R ` 1 -6 ' ° .' � /4072' o.C. �� WATER I.EVEL i , 13' DECK LEVEL . QRe�� �� �5"� ' - � � � CONT. , ° ta° � DECK —� GENERAL NOTES ^ RADIUS � � A� ��� � w�� �� Cl�� Concrete sha�l be pneumatically applied mortar JET PIPE � e JET PIPE � - - - - - ; � w �,� yq� N� qR�r<<.tE- 69'a (Gunite) dossed as Grode �A" Concrete subject to the ° < � � �- --- - - • . ' • � WH� � provisions of the local code and ACI 506-8-95 Shot a a MARBLEIZED �j oo ��/`�� ;, _ __ � v , � P�N�, F,q� rry�►�fM- �'� �� �� Crete Specifications. Gunite shail be composed of 8 , a , � p�T� _ _ _ � . O 1 /2 sacks of cement, 309 pea gravel , 707 sand, 3 ° ° ' ° ° �,�° � �G �go , Z.G to 5 oz . of air entraining compound , 2 to 5 oz. of 2" INLEf � " � ' ^ 2� INLET PIPE � �" 1 ' RADIUS � ��S ��,,� �X�D {� � water reducing admixture. 10% water with 3� to 4" PIPE e ° e ' c ° a ° a „ � a ° �\� • CL� � � ` ` ���,� ��"' slump and 5,000 psi min. compressive strength at 28 : �' ° ° days. Reinforcing steel sholl be deformed bars a ° ° a ;� a o � � �uE�Tg+� � � � conforming to ASTM Spec. A615-grade 60. Lap all ' > . . \, a . � °, �o , a ° � N bars 36 diametars minimum . Concrete shall be �-,� _ . . _- - _ - - .,�,�_�� �� �,. ���� ,���_���,� ��T- . _ _ .- _- -- - '�_ -�. �-_.�_ , _ � p ° -- -- i+� � placed a oinst undisturbed notural soil or agoinst fil� �,���.�i��Y%���i�ii��i;Yr:��`�'� ' ' � 9 , � ' ° , ` a N compacted to 90X min . Proctor Density. gunite eholl �4012" O.C. -6" GRAYEL � � -- �� 12 � �•�• � �: ' � a a 6i1 � a be damp cured for a minimum of 7 days after EACH WAY F�� � �i- ° o ° < °d _L � placing . Pools shall be located 10 ft. min. horizontal e ° � „ a from overhead electricol wires. All pipe shown shall S ECTI O N TH R U S P/-� ° � � ' be PVC schedule 40. Provide 2" min. clearonce of � 1 ° ° , � " � reinforcement from soil in wall and 2 3/4" min. SCALE: �4"= � � -0 ° - - -- -- ° a ° � cieoronce in slabs. Use all �4 bars except os noted . ° ° < , e � � ao During the applicatio� of the shot crete the air temperature shall be a minimum of 35 degrees. As \'� �� an alternate, the top horizontal bars in the Edge E � � � 2 "� HEADER _ -��' � - -- - beam may be placed on top of the bent vertical bars PIPE - instead of below them. REMOVABLE - - , WEIR - 1 �3 BAR TOP . 8" 1 ' -0° 1 � - 6" 1 ' -0" 1 ' -0" 1 ' -0" �eH WAY O.C. COVER � & BOTTOM � ` � ,�,� � WATER LEVEL • • • � ., � � �"''y � � - _ � STEP AND HANDRAIL SECTI0 �1 - � '�;�; � 2 /3 HAIRPIN �� • . + ` d z � � SCALE: 3/4" = 1 ' -0 " Q., , I �. AND BOITOM - , �; • . . — � o�. . �p,M �. S�• F`,p : •� �i.� BAR TOP ' ' . '� O�,pO. RE�jST r • -1_ • c�;:��� �o: c� . � �- „ 2 � IN�ET FITTiNG 2 1�"0 SUCTION � .� � •. ' . � --� SLOPE CONCETE AT FRAME , (2) 12' SQUARE dc ' � 1189 y •o r � VL , . ��,_ • TOP OF GRATE FWSH • ; P��R "O : N � � � L � M � � PIPE TO FILTER 2 0 EQUALIZER (2) 8 a RouND � � � � D D � 2 3 � --- - rT�P OF - � CIRCULAR LIGHT FINISH � ,a�,�,' , J , , ���,3 � � � � . u N E WITH POOL BOTfOM -� ANTI VORTEX GRATES � � # 2 .� dc FRAMES � S " O.C. — �-._ � , ° f B E N C H BOX ( 100 WATT) G HEADER PIPE -� �. , . - - -- J�" TO �" - PLASTER FINISH � _ �� _ I -- - -- , ° � • NAL EN,, " I� � . . . ' DIAMOND BRIlE � � � OF 1X2 Sb �; ° ~ � �0� COMPACTED , %�� ' (TYP•) � ' ~ ' , ° • INLET PIPE ,�, � SCREEN � = 3 - � 8 TOWN OF VAIL �RT�"I _-� , w I � '_Q� I . . ' t . � � � � D� � � � � Z �i' _ • CONDUIT FROM _ �_ - I � � ; �:: ; -, . � � ' � , � � � - < . � '� � POWER SUPPLY , < � � ^ 3 � TO JUNCTION BOX ' ° ° _ � , ° SKIMMER DETAIL SKIMMER VIEW C , � . � � ����� � , ,:� ' �� ' �' �'� � ' a , o � • � � �� ° , ° �-45' OFF EVEN FLOW 2 m OR 3 0 ' � . = c;� CENTER-ADJ. SCALE: 3/4"= 1 ' - 0 " D SCALE: 1 ° = 1 ' - 0 " L SUCnoN uNE - 12" 6" GRAVEL BASE (2) #3� &4RS _J � o � � � FACE PLATE POOLS & SPAS >QUARE COMPACTED FJIRTH � 12 O. C . - --� - 3157 W. 26TH AVE. REINFORCEMENT SAME % / DENVER, COLORADO 80211 ns �wicn� �ooR / 8" COMPACTED �.%� � SU1B REINFORCEMENT - ' ROUND EARTH - I N LET D ETAI L � OB NO . O$ - 'I O DESN . : WLS DR . BY: MW MAI N D RAI N D ETAL S�A�: ,�°_ , ' -�' H SCALE: 3/4"= � ' -o" F DATE: 3- 18 - 08 CHKD . : WLS REV. : S PA LI G HT D ETAI L G SITE PLAN . & SPA PLAN SCALE: 3/4"= 1 ' -0 " OWNER: WILLIAM L. SIMONS & ASSOC . SIMBA RUN CONDOMINIUMS CONSULTING STRUCTURAL ENGINEERS S � � 100 N FRONTAGE ROAD 8795 RALSTON R0. SUfTE 202 ' - • . W. VAIL, . COLORADO ��DA. COLORAAO 80002 PHONE: 303 431 -2406 ` 2�°� � �3•� 1 2 ,�� \ � �� _J►L� . �Z�� � /r /� � . � . � _ _ _ , \ 2� 0 -�� � 2"� . . � � . � � ,� / 2-¢ � . r � � 3 "� �� � . �� I n ��// — PRECAST CONCRETE 2� � � � i � `� 2 �9s � �~� - ' j VAULT (BELO'•.Y GRADE) — �ys"� GqS I.INE � 3"0 JET RETURN � 2p� , s - --- - - --- F-- — 3"m JET SUCTION ���� � � / . � / ��� ` ' ' 7}�'•� BL04VER LINE ' � . ' � CIEAR j � ACCESS � / -��ib• / � SPACE� � HATCN �'����" AUTO � � � i 3„� ' ' ��/% ! � ' — ` . FILL LINE I � ^� � \ . ; VENTU70 11 6�} — � _ _� s �� —_��.—.l'L � 2 "� i�, � / r � ABOVE �— � � � — _ _ >— ' I � i o I GRADE --� V } � — — �—'� , 3..� 2•0 � ' � ' � � � — '� 3'4'0 WATER � � � I � °° , 3 � - a - - �5 SUPP�Y , � 3°� ' . I - > �.� _ � � _ } � EQUIPMENT SCHEDULE � _ I 3"�p � ' SYMBOL 17EM _ , � _� i - � - — i - , � 2"0- � ` 1 JET PUMP _ L _ 4 �3 � KETUftN LfNE � � � , � ' I � �.� �2� FIITER - TO SPA � �, �/ � � �Y � 3 HEATER � 3"0 SUCTION 2�-� _ � i , , � � � ` � ' � �- 2"0 4 CIRCULATlON PUMP � TO CIRCUTATION � 3 0 � � � /� 2•� — _ � 6. _Q.. _I PUMP i I ?}�"0 - -�� -- 5 - EiLOWER - -�- _ ! �---^- -- --- -- �l � 2'4 SKIMMER SUCTION `� - - ��_ � - _ _ & JET PUMP 3"0 JET RETURN � - - - � ��f- *—�� ;_3.� 7 CNLORINATOft Lr— 3"� JET SUCTION Z� . 8� FIOMETER 9 AUTOFIIL � BACKFLOW PREVENTER (BY OTFiERS) P LA N - E Q U I P M E N T L.J`1YO U I ' p CONTROLLER _ P LU M B I N G P L�iN � ELECTRICAL PANEL sca,��: 3�a°= , � —o° � . . a K — SCALE: 3 j8 = 1 —0 0 REGiS OQ':O�p�� �iy TFq� �' �T °�N�° EVEN FLOW ° 11890 �� , pOO�S & SPAS � �� �� . NAL �NG\ DENYER� COLQ �RADOA SOZ11 � 3 ��8�� JOB N0. 08 -- 10 DESN. : WLS DR. BY: MW DATE: 3- 18-08 CNKD. : WLS REI/. : PLUMEiING & M �C }iANIC�L PLAK � o��K WILLIAM L. SIMQNS . dc ASSOC. StN48A RUN C4NDOMINIUMS CONSULiI�VG STRUCiURAL ENGiNEERS � � � 1Q4 N F12�NTAGE ROAO 8798 RALSTON RD. SUIT� 202 W. YAIL, COLORA40 ARItA� CpL4RA00 - 84002 �oN�: (� �� `-=aaoa