+�
<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 />
|