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HomeMy WebLinkAboutSDP200000022 Plan - Approved Letter of Revision 1MHS TOP=554.50' INV 1N=543.10' 8" PVC (N) INV 1N=543.20' 8" PVC (E) INV OUT=542.90' 8" PVC HUNT CLUB' STONE / / BRICKBUILDING 1.91 /l-- ��_\� 2�16"DEC. \ SIGN WALL „ \ LSA I a SA / ��% / / 3 Z6' / a I / I / / 2? 40"DEC. \ \ �3- 16"DEC / / \ Es ATE/TILEFLOOR / 1 \ BLUESTONEi�AVERS, 100 \ ROCK `.\ 1 // // \ WO ` \SCREEN H`HANDRAIL 21 �J / / MATCH EXISTING IN -KIND // \ lfENCE MP+NT 1' �Zg/21 `/LSA�� ASPHALT,- \\ N\ HAND\ / a R33' /a /-6"CRESE I O s MHS / TOP=545.66' I ____ y G E 18 .� - INV 1N=539.31' 8"PVC (W) II 1 // / � 9 3. 8" SLATE TILE STONE WALL INV 1N=539.46' 8" PVC (N) // /= \\ - - II 1 LANTING 7' 2 - t'� / / lNVOUT=539.06'8"PVC f30"DEC. �5' REPLACE 8' SLATE TILE IN -KIND; / gP-------- BEDPROVIDE ALTERf�ATE BID FO♦\ I IIS T� REPAIR SLATE TILE ONLY.TIL 8.4' 7.6 CLEAN AND REPAIR EXISTIN _ �GGJW�GE � �RGOLA; REPAINT, MATCHHVGG \ / �� _ _ _ _ - I�-------- \ 1 jai CO FF - 7 ® DiISTING IN 1 / II II J/ �P/ / �?' ,P,Q\G/ M TE �' ® � PROVIDE ALT�TEBI� FOR/ II ` 1 1 \ \ //g\p�/ 000% / / - 54 .60' �--12.1' REPLA6F�MENT OF�4P%F CzOL� / 30' DEC. I 1 \ %/ (� `N 111111 \\ ✓/� /a±579 SF GRE ��%' / \\\ �ADDITIONUILDING I (ERGOLAPOST `¢ 5� TYP.)/ II -- 1 �II III `� / / ��� / / \ ° I 'THE SPA' II `I Jwol' / / �� / / /� ° I BRICKBUILDING I / Q I I It----------- ` // I �/ / / POOL WI I 24"DEC. r ELECTRIC j 1 BRICK \ / / FF=54755' iLSAi I II VEHICLE ICI ©\ BUILDING / ° / I, a II CHARGING"DOGWOOD\ / 3 I I (J N�JE STATION3 HOT TUB II " P, SDI \ ESE NIQ II- - / JPPa�{I' IG \ ,tea \ ° FF 54761' J // I I ��� �E �� �i CONCRETE PAVERS II ----- ASPHALT \ EJ IN�_, 2 �O� L _ _� _ - a - / yy I Ih I W d I sma\ m / aG �ONCRETE LSA / / I U \8"DOGWOOD pg(�Gf� LSA LI PAD _j // I I O HS EX�TING C-NCRETEJ- - / s MOP=545. I U 1 T REMAIN i I 6 �ISAN INVO( t=539.99'8'VPVC I _ � � SAN-� 1111 �/ HANDRAIL << sAN FRAAI*BUILDING( ILEYLAND I I \ CYPRESSISWING I I I gAN-� PUMP BO.0 � / ✓ STAIRS - RR TIES 11 11 SAN-� � � I ® W - AND PEA GRAVEL I MHS POWER BOX 19, I / / 10 RISES 9 RUNS I I TOP=548.- I 1 /NV 1N=540.99' 8" PVC - - - BENCH 1 INV OUT=540.89' 8"PVC GRAVEL PATH I ® I GRAVEL RO PH EL GRAVEL PATH / METAL UTILITY 6"DEC. COVER CONCR L 16" CEDAR I I / I 1 TOP 560.14' 559 ^� MHU / - TOP=559.05' / I I INV=552.74' STORAGE �Y - lNV=553.05' STORAGE / / HUNT CLUB' STONE / ' O _ >� /O A#�' 1 / BRICKBUILDING 1.91 r - 2 � 16" DEC. SIGN WALL 7/ \ _ - - LSA \ _ ` �\� 8"�OPLAST YARD DRAIN /9 181 $q - /J _ _ � \ , v / WITH DOME GRATE 33 7.6' EX \ 1 , I - t / TOP = 547.13' /560 c 1 _ � / 11 // I _ /��row INV IN = 544.94' / It 548.85' _ O INV OUT=544.89' EX 5 /_ a 2, 1 40' PEC //`�f / ' %� - 1 �dy' ' / �/ \� ' ��� �� /WOOLi �` �� SLATE/ TILE FLOOR / �$ 21' / n j a 548. \ 1- `/ 1 I / `�ROCIP\\ \ LSA _ / 8" NYLOPLAST Y613 DRAIN " I I '� TOP`556.98' 3� / � / \,. /� \, LSA 28 "'mil' .�8 WITH DOME GRPITE I 1 I // �®) 1 /NV 1N=552.88' 15" HDPE // ASPHALT, ?\ u�\ \ / z �"� TOP = 547.00' INV Olif 55288' 15" CMP1'/ /. �` - P� g / / 4- 6"CREPE /\- �� d i INV IN = 544.68' r'R\G 3� 9 MYRTLES 3 - - - INV OUT= 544.63' II I I I I` 555/SD INLET /G / \\`� 8 3 eS I I k // TOP=553.85' , _ '�q$ 9. 55' \ 547.40' I II----------6- / / /I 55 / i / I IN-551.15' 15"CMP '</ \ ST 11 _/ ===- f�� 548s1' ` 8 HDPE INVOUT=550.05' 15•�\Cl{CP <! /' a^ HD \8 NY�92LASI`'Q'ARI� 4RAINp�'/ / mh / 11 L _= i i� WLT DOME GRATE I II / s ` //Q 5a7.50' II I I I / S /� /,f�i / 47.45' ° EA' / TOP=�547.08' � h/ / I ,------- \- ,i/ X/ �: / 5az6r 547.5 , sa7 a@' / INV IN - 544.$8' G SD l ET I I 0\6 6533 p1 \ INV j c�544. I�r-I �I I II---------1 TOP-55 84' / I I SP.5 (R�P //P\ / gPEA Xh o ® - _ _ _ 'ri -I I I I I II / I 1 IT ,1 l/(�� / r�� / 7_FF = 54760' I I I I I I I 1NV 1W 550.24' 12" P 1 I y3 \ // \p / OQ II 130"IDL�CJ i I I IIIINVgU77=549.84'24"R�P / I'1 \ yy1'. 6 0091 D GRATE \ I f` �� �G 6 � BUILDING ADDITION 1 `3I I I III ' I 1 \ OJ % OaG/� /hh3' % / / OP = 547.30' FFE: 547.55' , 547.39' j II i I , , I III / III\�� ✓/ G/ X /��� / INV =545.05" \ �� / / 1 I I I I ---------- / i III \ //, / �!�% / I D INLET NYL PLAST / 1 II I I I I I, If !`� I q // I I I I I N / / / / \ 'THE SPA' I II II// hh% % / I TOPr54592' / % I BRICKBUILDING I INV 1N=543.1R' 6"PVC It �/ I I/ POOL / 1 ° I I INV QUT=543.02' 6" PVC WI I II I "IDE .I I ELECTRI 1 11 BRICK / X ° I FF = 54755' IILSA i / SP�� r / C © BUILDING \ / II II / VEHICLE Gq�I ll \ / 1 a I 1 1 I III / CHARGING Z\ /8"DOGWOOD\ I1 STATION(3) a J o © a HOT TUB X 1 EJ�SIq` G\' �I , \\\. / PP IG \ \ CONRETEAVRS FF - 5476-41' / PI 9)553.1I ASPHALT , I I I I h ONCRET r �,i_ m / h�1 ' C\G �'� F j LSA I 1 5533' / 552.9' / `_ I \ .es� P` I PAD I s-- SD INLET \ 7 \__- B"DOGWOOD C Q LSA I I I I 1 i I I I 'r. / �ti\ *`I ✓\ h /p5 �G 1 TOP=550.77-546 3 I I I I lNV b111}48.32' 15" HDI�E a _ i - / / I �a \ \ Xh �O��q P� / N --*d L 1SAN-�S3/rL55=.8'�550 - - � �iGY Qg S - , , hh TT V(/ HANDRAIL 9<< - - r- 1 I 54.4' _ SAN •_ _ 545 FRAIA�I E BUlL4/NG( T �LEYLAND �2 / '� Gp \ CYPRESS` SWING I / _ - -PUMP BOX �� l �544-- �� / 11STAIRS-R9TIE,S� - W I I 11 I I 1 AND'PEA GRAVEL - / s 1 I , - , _ , - -POWER BOX O I I I b I 110I41SLtS �RUy3 - Y 1 - _ - / i 543- 11 -- � ---T -- BENCH _IA - - GRAVEL PATH 1 1 I I I I 1 GRAVEL P PH _ - - - �/� - -� \ j' I / � Z GRAVEL PATH J I I 1 I 1 I I -- t 6"DEC. / / I I �b167T,9� f,%TIUTY ' � I CONCR LL 1 /, 111TVE11/' /h / / / h� - 544_16" CEDA�R1 1 � , � /}543--- - 7 LAYOUT & UTILITY PLAN LEGEND 8" SLATE SIDEWALK 4" SLATE SIDEWALK BLUESTONE PAVERS GRADING & DRAINAGE PLAN SCALE 1 "=20' 0 20' 40' (o� O CKAIG W. J. KOTARSKI> Lic. No. 0402048507 Lo 2/24/21 ,<v' M E O � O N V, N C > E w ° E Lu a LL 3 0 LL o w 0 m w L M dLu J U m wJ - Ilj U W N R z�:P3- 3 '0�LLx N U N = U > C N o00 N � M C � E f H z O a U In w 0 z O U) w of DATE 1011212020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' V / O co J 0- z Q 06 J a_ D O J JOB NO. 46134 SHEET NO. C2. 0 L