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+� <br /> PROJECT DESCRIPTION: � �' <br /> NEW INTERNAL STAIR AND NEW FINISHES �° <br /> THROUGHOUT Q p ro <br /> C � <br /> APPLICANT: � � � �' <br /> BALAM ENTERPRISES- � � W ❑ �I <br /> EDUARDO C. BETANCOURT `t '„� a <br /> ay <br /> U a � �, <br /> LEGAL DESCRIPTION: „� � � ,9; <br /> �� �� 60TH ST SE PINEHURST DIV A BLK 007 D-00-ALL LOTS m � � � � z z °�'' <br /> !�`" 16-17-18 <br /> � � w � o > > � <br /> � 6002 � � � gz � � � � <br /> O PARCEL #: � S m � o 0 o I <br /> , _ . j � 00544900701600 � a <br /> Q �L `�j'� � c � m � <br /> -' D HEIGHT: NO CHANGE �' � ti o -' � �v <br /> V � SEE A1.4 FOR EXISTING HEIGHT � � � c a o � � 3 0 <br /> W € �, O � Q � � z � �I <br /> � LOT COVERAGE: ±32% <br /> � ±3,107 FTZ(NO CHANGE) <br /> � LOT SIZE: ±9,800 FTZ <br /> IMPERVIOUS AREA: <br /> ±3,500 FT2 NO INCREASE TO EXISTING (NO <br /> EXTERIOR WORK, THIS PERMIT) <br /> VICINITY MAP <br /> NOT TO SCALE <br /> � . , � c; � ���a�ias to <br /> tCis: �,vcs,ic t,��?r7y �f��farmed und�r <br /> i��rt�°i# # �tc� .��y' � <br /> <i7ci ciaes not re�;��;r����e any <br /> �xic�ton�� �>tr�ac¢;+�e ��: + ,�; <br /> � ,;�,. <br /> , , .. =c��•_ <br /> � 60TH ST SE <br /> ia�=�`E=�;:;°�_._ <br /> PLANiVIN� & C� .�:_� . ;4' ��� <br /> D�V�L{�,Yf��� � ��4µ — — <br /> _ _ <br /> ±n e'-e" <br /> BY L'"�_-�' '`� __ x — — -- � <br /> , w _ _ —-- __—. <br /> _ - __ I�`�I�3.J:i.� ..,_.._. � EXISTINCs GRAVEL D121vE <br /> � TO REMAIN PROPERTY UNE � � w � <br /> U w <br /> +i Z � <br /> X w w <br /> ' W I � � > <br /> — ±85�-9�"EXISTING . � w <br /> � � � � w <br /> - - _ -_-_-----__ -_--____ , � <br /> � - - - - - , - � � <br /> +� � w <br /> i � i - - _ _ _ I J � > <br /> I +�-9., � _ _ _ � , � Q <br /> � - - - - - —� � � � <br /> I ex � � I W w U <br /> • � ,:;'.�� �°i.��', e :"i::;�'Z r Jrrit°v t ' I � <br /> �HEf, E�2l�IP�fE�vT Q�A�P�1R���4, ., I I I � Z � <br /> �Ai� �0�'6� �OC�7EC ,tJ TF�� F�t�JN�" � I � � w w <br /> ��� s��� ��Taac�s. P����Nr��►�;° >— � i i i - - - - - i v� Q � <br /> R�Q��{PEA�I�i7i�NA� � a���T ;�' �� <br /> �Y r�� r��a��t�r F��� J ' i � CARPORT � i � Q ° <br /> : ,-�;� <br /> �t�N�RFTE-ENCAS�D ELE�°`�'����� Q i � TO REMAIN �_ i m g <br /> �UFER GROUND) REQUIRE�`° �j � i � - - - - - 1 S T O R Y D E L L I N G - - � pXISTING WALK � <br /> �ER N�C 250.50 � I i �--i i UNIT WITH B SEMENT i ;TO RPMAIN <br /> �!!�SPECTED AT FOOTINGS� � ���''i"�"���� _ �'<'r��i��� �� �'� w I 2 STORY WELLING I I � — I <br /> � ) �t�.� I <br /> '�`� "���if � n;a��-�= � '�, ' �. ���, °� i UNIT TO REMAIN � I <br /> � � <br /> P � ��al��: . �� ;��a�t �, i � � Z <br /> � � I I � I — — � � � <br /> � <br /> I � �-- "' W <br /> �� f� (;',a.j��;rc !�S��ilsibiliiy to E;`�iu�il.�+� �f1d $1��� dl�} m Z �1 = <br /> �I � <br /> �ra��"iy i�I�t�S� j � I I �= NEW INTERNAL � � � � ±25•_b„F_� I � <br /> �Q � W STAIR, SEE PLANS j � Q <br /> �,...'!Eti _{�'u..§;f..&�i '� kF.S llt��. 4�.� 'PZb�'4.n ���wgi�64Y. �V.�'kA I N I I ���� I � <br /> �r �vI�,�1NG Is Nor �oslTlorrED As ;:.���� �'hi� F'�o���t �'o �rtcl�d��: � � � .m � ; ► � Q <br /> INDICATED (.`'`.� E�� i R��JE� SITE PT AN, � � � m � '' _ <br /> A NEw ���.�, F�a �11 ������, �� uu�R�7r- ���� � �$€�rtt��ng � Spri�tkl�s � ► �� � �---------� � � U <br /> TED. IZ�� � :,i t �:: .1V��r ����:�li::� �`✓ii.L "� EXISTING GRAVEL I � I �/ <br /> � � ������������ ���.� /;���»d I AGGESS OFF ALLEY I EMERIOR STAIF2 UNDER I � ( <br /> BE Mr�isE ON �a=i� PR�.,c."F UivTii, TF3E � ,rK°6 �-- � <br /> � TO REMAIN I SEPARATE PEi2MIT � I W <br /> REVISED SITE PLAN HAS �3EF,N ���'R()��- I ; I � I � <br /> E� �Y TxE ��ITII�I�G��tir��,iC: �vv���; �'� ����f�'���� � ! � I � � I I I � <br /> i����C, � _ - - I � i � i i ' I � <br /> — — � �— --- I O o �:_., � <br /> ^RADING AND D�AfNAGE I I �`— - - - - _ � i I ( � � v - w o <br /> i i —� I V W "' � w o7 <br /> � <br /> I f <br /> I. Provisions sh^II b^ m .d� f�r th� cortrcl and d i-���^ of si�rfave I I ~ � � � <br /> �n = <br /> water ar�u;�d buila�,: 5 b g��tt�rs, dr�in line s, irJ.t -�' �_t;h � � ``� @ <br /> � y, a <br /> basins or other necessary d�ainagE� st;uct a���s and �h�li i�=� �nst;:lled � � � � ���w o <br /> i <br /> where storm water disp�sal cannot b� cbt.�ir;ed ��:st,��-� ������ �as� �'r ' x ,� � <br /> w � <br /> where erosian cannct b� pre��er,i<d by fi�;ish g�'adi,-g a�d pPa�.t':`�. I ' X � � � W cn <br /> � I w � � <br /> ' � <br /> D�ry w�ii� shail r�ui ��, � _ �i::� + . a :__ � !��°- };�� �:;ii s� nat �;�el� � � �+ � � <br /> + i -� � � <br /> drai��ed ar�djor porous. Rocaf truss��i� be d�s'tgrt�d i ±2��-��"��STING <br /> and drawring pr�par�� by —_ ry I <br /> i _+ss'-8`�>dsriN� � DRAWING <br /> a St�t� Oic�ns�d s#rtact�r�E � ------------- — <br /> 2, �ra�z�g shall b� provideq to ansure: �nyi���P - ---- ±z5�-i."�>nsriNG__ I RELEASE: <br /> --�— � PERMIT <br /> , (a) Di�•��ersion of �v�t�r away from b:.�ildir�s. ._ — — I <br /> � �.. _ <br /> �PROP�r�rY uN� i 18 OCT 2017 <br /> (b) Prevention of standing water and so�� s�tu a�R�;: ��u���iE��-� �.:��� - - -� _ _ <br /> to structures and iot use. �-- - - f� <br /> --_ ±119�-6" —'k <br /> (c) That natural drainage channels or basins ��°e r�c�# bs����� ��� --- ___ _ <br /> —_. <br /> fiiled. -- . <br /> (d) Provisions for the disposal of water from a lof. <br /> (e) Protection of ad;�ining p�cperty, <br /> SITE PLAN z <br /> SCALE: 1" = 10' � " - " • " <br />