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Home My WebLink AboutHOLLOWAY HAIR SALON SITE PLAN (3)a a I I I w z z CV L 'D o w } Z ~ �? z tL . a � m U Ir ❑ Q 0 I,cc U a I 3 1 I I: a L I. I. . I z z_ N w� o m = g z F4 z z Q �W ❑ 0 ❑ cc m o LU cc EL o LL I , , L p 13 i Ir I. _ SCOPE OF WORK -THIS DRAWING IS NOT INTENDED TO BE SCALED. CONCRETE CURBING . corlcRETE cuReiNc PROPOSED WORK CONSISTS OF CONSTRUCTION OF A 1,880 SF BUILDING TO -ALL ELEMENTS OF THIS DOCUMENT ARE PRESUMED TO BE ACCURATE AT THE TIME OF TRIER PRODUCTION. _._.. _...._...-....__..._..........._...__...__.__._........-_.._____-.__ __--- -__..__.._...._.......__-___.__AMENITIES. -----_._.__ __._.___..._.._........--..__..__.._ ____._.-:.____....:--.-•--__._.__.._........_..__..._ HOUSE A HAIR SALON WITH ON SITE __...___--.____-__ALL�F�iCNts._OF...rFlis cRAISNTC�MUS1'_.DC._I�iEI�_..VE�I�iC�_D.Y:.. ' CONTRACTORS PRIOR TO COMENCING OF WORK. -ALL CONSTRUCTION TO MEET OR EXCEED LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. GENERAL NOTES 0,00MEN.TS_..MUS.T._9E...ADDRE.S.SED__.___. __ _____._:__.......__._._._.._.__..__-__:._.... __.._.............. _.....- •---. -------_ ___.__...-._.................... ..... .--- IN WRITING TO THE OWNER AND THE ENGINEER OF RECORD. 40 I. THIS SITE PLAN WAS DEVELOPED IN PART FROM A SURVEY PROVIDED BY BILLY L. SHANKS, JOB #44346, SP.ENCE HI GH•WA Y _ D ED - -2006. T 100 R.O.W. O _I ' 0 2. THIS PROPERTY DOES NOT LIE IN THE 100 YEAR FLOOD PLAIN (84 CONCRETE PAVEMENT) __.._.._-._...__....._._._.__________-:..w_---.------_.___.__________.__.._.....___�.._.___.____ .__.._..__.-_.__._....__.._----.----.-----.___..________....__._.__.____.:_._._._.-___-_. - ..----_._ ._____.____._.-..-_.____._..........:_-.-.....__ _._....-- _...... _......_.-..._--____.____.._-....-._._..__....._._._..---..__.__. _._....__._____-- .______ __----.__-_ _ ouTFAllTo ACCORDING TO FLOOD INSURANCE RATE MAP #48201C0940L, SEE TRAFFICSHEET FOR TRAFFIC P AND FLOW EXISTING INLET DATED .18.07 AND IS IN ZONE 'SHADED X'. H IC PATTERN DAT 6 TG 19.47 FL 16.14 PROPOSED I WATER ETER W/ RPZ FOR DOMESTIC SERVICE ------- ............:.........: _...___ _____. . - _ ..._._ __.-_ _. ._ LE..._ ____._..... _._-,.__.___....�....... ....... .___........._...._._..-__............. _.-...___.__.._.___-._---._..__.._ _ -.._ - ----- _.-_-._.�....._.........�_-_ _._._. _ -___.W......___._....�._....._...__..._..:....----_____.______..__._....__..---�_..:_ _. _.. _---_.__._. ___.._ __. -. .___ TOP OF 1N T 3. EXISTING FIRE HYDRANT LOCATED 164 WEST OF THE NLfT GRATE 19.47 PROPOSED P TSBV TAP _ D BO 0 EXIST 6 W.L. aTBT M.H. AN X N PROPOSED PROJECT. 26 ' OF 24' PROPOSED V LANDSCAPE q> u1 RCP 0 0.18% AT&T WATER METER -- Q. h _._......._._�._.,_.__.____ _._..._ ..__.._._____-.----....---..____-...__.. 4. HCAD #125 292 000 0001. �4 �p � � EQUIPMENT CONCRETE CURBING ti�� p� �G �G` ��' �� CONCRETE CURBING PRO OSED 25 G �, EXISTING FIRE, HYDRANT 5. DEVELOPMENT CONSISTS OF RESERVE AI FAIRMONT PARK 132'-10" �' 100 -8 �� LOCATED ,84 FROM , P ROPOSED PROJECT. -.---------.-----.-.--------__..__..__.._.____.__.m_._____.__�_-__w_ ._-__.__.__.___-._-___ _.._ -_. �'i EAST, SECTION 10, HARRIS COUNTY, TEXAS. o; EXISTING 6" WATER LINE EXISTING 6' WATER LINE • 0 D I VEWAY EXISTING 6" WATER LINE I EXISTING 6" WATER LINE EAST 258.54' 2 5 - 0 wM wM PP OH.._ELEC_..LIN.E......__...._...............----------------- --.. _.___._._...__._PP...{a�-.._--___...�.___.___-__.._�-__-.._ry_..__..._-.----.-._.._.._._-__�,__-_-{aL-.------_... _.._ �E-- - - t��L 6. CLP. EXTERIOR BUILDING DESIGN STANDARD OF 100% o ,• o o. d ° . I EI I; �o : I` II loo Row LINE MASONRY/GLASS PRODUCT. SHALL BE REQUIRED FOR 100' ROW LINE . `L�' llllllllil I d `E (STING 4 SIDEWALK ...� .... d ° .i 11 �1111 ,..- �', _.. IIIE!II!I I d EXISTING 4'. SIGEWAL o a AL I. FROM PROPERTY CORNER y TO EAGLE NEST DR. IS 364 PROPOSED BUILDING. 5' X 28' AERVYyEA$E�ENI. `LO 4- y L y y y y TP °20.90 d �, TP a0.90 y y y y -� �[)�_..z.._ �_..z..-y-- - - °�- - - ° o.._ ._ ;..__,._ _.._ _ �..� ._. _. _.. ZONED: 15' AERIAL, LANDSCAPE 2. 2 PVC SLEEVES �o c a a ° AND SIDEWALK EASEMENT 1 i �y y y y y y y y y , UNDERIPAVEMENT ° •4 d ° y y 15' AERIAL, LANDSCAPE 20' FRONT AND SIDEWALK EASEMENT GENERAL COMMERCIAL (GC) 0 TP 00 81 a. ° d ' y y y OWNERS: BRAD & TINA HOLLOWAY 412 BAYWOOD STREET SHOREACRES, TX 77571-7222 GENERAL NOTES SCALE: NONE 08 3 ( y ( 1 y d 9 1 11 v. P 20. 0 / p 00 d "pa °.: III �' 21.�40 Egg y TP 2b.78 `FP 20.'81 TP 2,b d d . TP 100 I 1 TG 20.80 y y y y y y� Q y / OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS 12' $.� y d' ° d ¢ d r , ,, } ;' y �/ 10510 SPENCER HWY �o�` y REQUIRED LANDSCAPE SCREENING y y . - ...4 45 -� y, BRucE A HAMMACK PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS NOT TO IMPACT EXISIIN s °•. 1`0 �r" PO BOX 697 , TG �0.80 5' X 20' AERIAL EASEMENT y ' ' 6 ;�� \ LA PORTS Tx 77572-0697 WITHIN HARRIS COUNTY S ROAD RIGHTS -OF -WAY y a.... _y y w y y y y y d d PROPOSYD DUHPSTER '� �' cN , 1 PROPOSED << RES A2 ��i TP 20. 2 d ' y' 1 I rO y Ul1LBY EASEMENTS •',�, ••� -�„y_ y � � � � .l,o`? .t. TP 20.90. v. ' .' O.g' ��;�� 1,800 SF BLDG � i4� / FAIRMONT PARK EAST SEC 10, 2D" y y y y ' y '� FF = 21.5 J .t y �� to s � � � RES Al A2 & A3 z y y y tk y �1. / HARRIS COUNTY NOTE 07 N y w •. _ ��„ �' � , , TPy21. .- SCALE: NONE "MICKENED Si AB TO*BE I C~ rw i y 8-- 3000 SIC •T�,. -- . y EMEIyA y ��y y y. _ y y' _ LANDSCAPING: ASTING 6 WOOD FENCE W/J4 BAR 012 E.W. o �i hw y y y y - • �' say `1 / SAMPLE WELL TO BE INSTALLED RESTRICTOR DETAIL Mrs 10501 EAGLE FORK CT R _ �' . TOTAL AREA OF DEVELOPEMENT = 26,049 SF 1 424500' y y y yeti y y y �•. y y � + y RIOR TO SM. SEWER JUNCTION BUILDING AREA = 1,800 SF ROBERT E & SONIA L PATTERSON 220.04 `1 10501 EAGLE FORK CT CLEAN OUT TO BE INSTALLED y" LA PORTE TX 77571-4282 y y y y y y a' WITHIN 3' OF PROPERTY LINE PAVEMENT 1 LT 11 BLK 3 EXISTING 8 SANITARY LINE MORTAR LANDSCAPE REQUIRED SHALL BE LOCATED ADJACENT TO FAIRMONT PARK EAST SEC 10 �I° y &MANHOLE STING 6 WOOD FENCE , EMBEDMENT 24" RCP THE FRONT AND SIDE PROPERTY LINES WITH RESPECT 10505 EAGLE FORK cr yo TO EASEMENTS ORDINANCES AND PROVISIONS OF THE Q 1 GEORGE A & PETRA MIJARES 10505 EAGLE FORK CT PROPERTY. 1 V / T- LA PORTS TX 77571-4282 0 N 1 P LT 10 BLK 3 '� FAIRMONT PARK EAST SEC 10 10509 EAGLE FORK CT LANDSCAPE PROVIDED`- 590 LF @ 4 2,360 SF. E,Q TANYA BUFFINGTON 6" PVC RESTRICTOR ` T ELIZABETH REEVES (8' LONG) - E 10509 EAGLE FORK CT INCLUDES: DWARF OLEANDERS (138), 5 GAL MIN. _ T ' O N LA PORTE TX 77571-4282 ' CREPE MYRTLES (16), 6 HEIGHT MIN. LT 9 BLK 3 0 FAIRMONT PARK EAST SEC 10 - LANDSCAPE WATER METER IS PROPOSED. y. e G 20a8 y y y 1 d dd d° •d d. 4 JB24, TRAFFIC DUTY I b I w t y , d a G 20.84 •' a Lid c y y y y y y y y y W{� • RESTRIC°fOR . d d y y 1 .9�- 4+ 2 - 6 45 -� 0 ° : 0 31 = 8 d ° . . y a / u y y TP 2b.78 ' T d ... d d a TP. 20.85-w : d P 20.90 J y 1 .y Ji y y t01Z8' `t' C1 2' •R2�n d d o e pDPE PIPE d. v d 1 Q d4. a y 3Q °d ° CDy y a Iy y y y y y 3 PROPOSED Cft: SURFACE: PP ® �� - w w y y y d• 7 PS' 5' W/. #4. P R @ 18' E.W.. d o ° a �ol I ,� I y I i• y y y y y d ,n. FL 1 .27 y y y .y y 4 ° V 'd - planning - design - execution - P <=> B o x S 7 9 La Porte, 77572 OfDce/Fex: (281) 867-8820 Cell: (713) 408-7750 www.projectdesignpartners.com PROJECT NUMBER PROJECT TITLE PROFESSIONAL SEAL ENGINEER OF RECORD: WILLIAM T. MANNING, JR., P.E. TEXAS REGISTRATION NO.80640 MANNING ENGINEERING CORP., F-2630 108 SOUTH 2ND STREET LA PORTE, TEXAS 7'571 REVISIONS NO. DATE DESCRIPTION 4 SCOPE OF THE DOCUMENT THIS DRAWING INDICATES THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY OF AND IS NOT TO BE USED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF f roJ�'cb Cc•�lgn f �rtn�•rs IF THIS BAR DOES NOT MEASURE 1' 1 HEN DRAWING IS NOT Tel SCALE DRAWN BY: DPL CHECKED BY: DATE 2012/02/29 SHEET TITLE SITE & DRAINAGE PLAN DRAWING NUMBER SHEET NO. C1 .1 3