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HomeMy WebLinkAboutDrawingsW F V, W �CD zo Fr LU CD U 0 z� x zZ3 mW L LL U p W J o� O W ao �w a Fixo of 00 Z W co ¢F o� zW �aQ �Y ¢ U V W� �W i� of `- rz w U W W H N mN �< o 4 0 �W UJ� m�t �tr �o z or x¢ p U H W W W �W co 0 Z a C,o a IxW m LL o� ¢z 0 Wj LL ¢ o� Fo zo �G � O Z� ¢z �- o i= 0 z� W CD z as zj ¢z O j mo p WF - W o �w w� f \ J DENNIS G CAnG .'N s.GREL.Y -1-2-11167 , \ \ I Know/whars below. EDGE OF 0 / 30' 60' Call before you dig. PAVEMENT .♦ \,\` J �\ TAPER 6" CURB S / TO0IN6' J ♦- / -� / % DENNIS ° C iROLYR, A.,PE __, PROPOSED FIRE / / / \ \ i! 7.2631133 !l HYDRANT AND VALVE J CONSTRUCT 6' MONOLITHIC ♦� / ` \ J -� \ / CONCRETE CURB \ / BUILDING VI \ \ S \ UT DEN A• -.ID DANAD KAHANFFE407.25 3779/79 V \}S\ J \ / UNIT MIX BY BUILDING Capita aprta Per Unit 1 BED 2 BED 3 BED/ TOTAL- BIlLDIt�1 , 1 1 4 4 9UILINNco- 2 --- l 3 4 BUILDING 3 BUILDING 2 1• a 3 2 2 7 6 BUILD2NG 5 1 1 2 4 BUILDING 6 1: 1: 2 4 BUILDING 7 1 2'::ED7 TOTAL NUMBER OF PARKING REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. n S 9 / F � PAINTO `T 4 SOLID WHITE � s G \ 9 G CURB RADII ARE 3' 0 / Q �2�eli UNLESS `♦K��/.. `°. \ \ N� ?J GJ OTHERWISE NOT o / , 65 s ti; . nntaoro 1 tvw Mc -Y \ GK Y _i ' a a o v \� a FFE 05.90 •\ `„s - y�, �' yT RO 1 (� f- / s •, •t, \ � tj �` � �c NEPTUNE PROPERTIES IES l - i ! 2 6V l` 9 � k Y >� S' J C� � y, - �5 O• T 7 t 9 - C5� - T iAP Number of Units Capita aprta Per Unit GPD/Capita .Average I Total GPD Average Daily Peaking Total (GPM) Factor Peak Hourly. Fiow (gpd) Peak Flow (GPM) 37 2.67 100 9879 6.9 439 651 27.4 fSti / � \ ,. ,, ' +� C FLS \ -. . ..�- .,>. ;. ✓� � / c _ TAPER cuRB To zERo -: T ' SITE LEGEND ° STANDARD DUTY CONCRETE PAVEMENT LOT 5BR, HERMAN F. KRENEK SUBDIVISION (6" THICK 4,000 PSI WITH NO. 4's 18" OC) MRGAN RECTOR LEAGUE A-46 HEAVY DUTY CONCRETE PAVEMENT R-4 (7" THICK 4,000 PSI WITH NO.4's 18" OC) 2315 AND 2317 TEXAS AVENUE LANDSCAPED AREAS MULTI FAMILY CONDOMINIUMS LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE 2.61 ACRES t� PROPOSED BUILDING 3. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE , ins OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 12 4. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING ARCHITECTURAL FLATWORK IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED 14.2 UNITS PER ACRE (REFER TO ARCHITECTURAL 7 (1 BR UNITS) x 1.5 =11 SPACES GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO DRAWINGS) ° Q' • a O PROPOSED CONCRETE FLUME 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY GARAGE AREA 13 TOTAL NUMBER OF PARKING REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. SPACES PER ROW - �- PROPERTY LINE NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR PROPOSED MONOLITHIC SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONCRETE CURB .j to T PROPOSED FIRE HYDRANT TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. PROPOSED SANITARY SEWER Q MANHOLE THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). PROPOSED STORM EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN STRUCTURE • PROPOSED CLEANOUT TT PROPOSED TRANSFORMER PAD % PROPOSED WATER METER --B--El---tE3 PROPOSED FENCE FLS FIRELANE SIGN ewerDemand \,t C, RALE & DEANNA GOODWIN Minimum Average Demand Peak Demand / FLS F, . � CONSTRUCT HEAVY DUTY \ . 0 3 FFE=305:65 a,. \ ♦ �. N{ > 0•:391265 J s S Demand (GPM) (GPM) (GPM) / \ CONCRETE PAVEMENT G a\ \ \ 9 ` \ FOR DUMPSTER PAD >' v 0 RC CONSTRUCTADA RAMP " ' " CONSTRUCT ADA RAMP R J� �� / \t O, �/ 6 9 27.4 f POp \\ AND PAINT PEDESTRIAN :.. u` r?/ AND CONCRETE SIDEWALK �Q�, / 2 `✓/ ! / f CONSTRUCT 6" MONOLITHIC 1O CROSSWALK 6? �J !S i ' 24' � �,, / EASEMENTS FOR PROPOSED 1"R 6" 15" / CONCRETE CURB (TYP.) ¢O�, '� J o�F <:, y .' / PAINT VAN HANDICAP \ \ J / O� // /� WATER SERVICES AND 3" LOADING SPACE y^ \ J4NN0� ELE /% 6 ' \ oy2 \ PROPoseD GATE., / CTRICAL INFRASTRUCTURE o T w PROPOSED GATE J VALVES (2) J mob. 2''<! :-., v WILL BE GRANTED BY SEPARA7 7 E �F. „ VALVES 2 \ H&B INVESTMENTS u� \ . : r FE -305.65 / a! o-'., \ Q �G J FINISH ON EXPOSED 8820/41 & 8820/77 • F \ ..`" - ^' ° .; ., TAPER 6" CURB' /ti �c q�. �'� INSTRUMENT AFTE I '`�(, `"� CONCRETES 3" -, �, � 5 / R INSTALLATION URFACE 5" \ . � :� = • ,, FLS • ,./ ' °, „r�'' - TO MATCH TOP ��,o \ BOO O \ �P �- % - -- � �S SHALL BE INTEGRAL ..,�� g^ POUR CURB GATES SHALL BE CONSTRUCTED _ �►, �. /m OF PAVEMENT S \ ` O / COLOR CONCRETE. • MONOLITHICALLY TAPER CURB TO ZERO `� s„ \ \ • 3 2" WITH CONCRETE WITH A PAINTED 6" TUBE STEEL 1 -2- Gq ,. f r" r' TAPER 6" CURB I / dY \ ♦ OC 4" SLOPED BRICK CAP �i - TO MATCH TOP PAVEMENT FRAMEANDPAINTEDCEMENTfIBER�r � \ �_moo.. `"`s,, � /.�'dt;x A' )�c �Q� \ / BOARDS. REFER TO ARCHITECTURAL r O \ 9 L3 ;. OF PAVEMENT I 3^ s� �� `' \1 ; .: \ % m !P , VARIES �ti _ �► -BUILDING III / \ a ♦ / / 9 TIE B DETAIISFORCONSTRUCTION / / / / O Or = CONSTRUCT ADA RAMP �. `a'" %-F -e %" a <> \ / 1 0'703' AR TO PAVEMENT / s, I ' FFE=304.70 / \ i REINFORCEMENT DETAILS AND LOCKING HARDWARE. �� L o ' S AND PAINT PEDESTRIAN y s��R1$. \ / ..LLL CONT NUOUS BOND 0.. `� ;: CROSSWALK \ / \ BEAM G \7 - w c \ °� \ \ J #4 BAR ON 18" CENTERS \ /{ I. ,` y' �' ':� S i, \ MICHAE' �:D ,\PP.I! PROPOSED �. / - \ ♦ a \ 1.5" WEEPHOLES 2 i T UNDERGROUND 0•; r3 O OC 8" C.M.U. WITH r WITH MIN.4 CF OF I" ROCK REINFORCED CELLS DETENTION OUTLET / =, -I I SURROUNDED WITH FILTER FABRIC ,\ g� e ' ! `\ G \ ♦ \ \ i 1 \ I IIII I #4 BARON 18" CENTERS MASONRY ANCHORS CONSTRUCT ADA RAMP / r 4., \ \/� gK�E14 PAINTED INTERIOR _ _. AND SIDEWALK \ FLS \ On i=t � i I -I I r 12" �#4 BARS / ti _ \, ; FACE OFC.M.U. s. 2 ¢ - _3/4 X IRU - = , f2f- MooTH PROPOSED FIRE 4i _., __ _ m EXPANSION DOWELS SMOOTH FACE BRICKFRANK - :• :- \ O WITH FLUSH OI o \ 1 NTS �. TAPER 6 CURB , s 'Y O 1 \ v PAINTED F _ CL_ER: - \ hOG�R 8 CURB : _ C� V RADII ARE 3 .. .. a. . O , ` '�' CAVITY DRAINAGE / .. ..x ; TO ' T \ � _ > A • ._ N .,r �`,-_ ,. " - _ - G�:+,... •:\. .r ` „ psi %,, \ r9} _ MATERIAL UNLESS „ x OTHERWISE NOTEDEw _ 0 Q +3 \ I OPEN HEAD WEEP PROVIDE DOWEL ,� �•.,;` `s� Ei; �/�� �; " 12" o o, r ;-'5. I YPL' H- CONTRACTION JOINTS IN CURB & GUTTER ER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. r !ff \ n C ONSTRUCT SIDEWALK AND PAINT PEDESTRIAN \ CROSSWALK ♦ \ 00 / PROPOSED PRIVATE \ r / / \ 8 9 G SANITARY \ • l / ARYSEWERCLEANOUT ^� Y .:.: ♦S6 / S 6 s - - \ V� ' 1\ ;. ..= .i..:- � .: ; -.: •.. / \\\ / DES-�C�V \ BUILDINGR, , TAPER 6" CURB F 1 \ / FFE�03.25 TO of / \ _ .�� TAPER 6" CURB TO .� % ` MATCH TOP OF Const/. e PROPOSED FIRE ¢. 9 ?c- !/ �. �O s ra'` I PAVEMENT IN G ,yp --_. _.►� - / HYDRANTANDVALVE 61d. S` Z SF coNSTRUCT6" \\ \ Q' t \ L� PAINT HANDICAP �JO�'�� ' - ♦�\/ CONCRETE CURB i 4 •=#4 BARS IC J _ _ SYMBOLAND j^ .. ' / f / END COTH NCRETE CURB `d• Stor��S-- \ \ \ EXPANSION D \ \ LOADING SPACE a j -'o ♦ \ WAU 1u ar2t,0 \ SM OWELS 'CODS 1!NC. TAPER CURB WALLTOO' \ _ c/;; / CURB RADII ARE 3' �__ r;6 - `, : �� `. _ -_.FLS :_ _ �� TALL (REFER TO DETAILS) �\ ._ 18" / / \ / UNLESS \ / -0a /f _ sprinkled tY/N) 5 , <y r TYPICAL COMBINED CONCRETE PAVEMENT \ � ) - \ CURB T '� T ^ / t s�i FORDUMPSTERPAD \ No. i-17 U11.IWLL l�l(XT. ��/_ h (L-ocaxions GUTTER SECTION O , / a ;a�' PAINT 4" SOLID WHITE , q e / • CONSTRUCT PAINTED BRICK DUMPSTER ~ . 4 PARKING ♦ \ Q �' q \♦ / TO ARCHITECTURAL RegUICEd Flout J r� \ \ / CHITECTURAL DRAWINGS FOR DETAILS \ STI -01 FLS 2�; ;, �.. , I � CONSTRUCT (REFER TO DE TAI / G i O rf ♦ / WALL REFER TO DETAILS ../ 0 r \\ CONSTRUCT 6" MONOLITHIC / \FLS / \' \ \ / NOTE: ll0 SG`l \ CONCRETE CURB (fYP.) ! d `^'� / TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE \\ ` \ \.,, t ♦\ \ / `` SPACED AT A MAXIMUM DISTANCE OF 40' APARTAND ATALL i \ TIE INTO EXISTING ♦ w,z PAINT V SOLID WHITE CO G �` \ RADIUS POINTS P.T.'s AND P.C.'s. TYPE "B" CONTRACTION JOINTS IN CURET & GUTTER SHALL BE SPACED AT A MAXIMUM CONCRETE CURB / PARKING STRIPE(TYP.) \ �. DISTANCE OF 10' APART 20' 30' 3 f's \ y.. K E I't: 4! li = L/ r/moi i 25' ZO' 30'MIN. C`, NOPE Pf EGNACY CENTERS � ® � � �� � 46 - 24„ or`�=;;%os VALLEY, INC. � it r BEGIN CONCRETE CURB \ U9 3365 ` \ \ / W = WIDTH (feet) OF FIRE LANE TIE IN To EXISITNG CONCRETE f \\ WALL I REFER TO DETAILS) A 016 8 15" R = RADIUS NECESSARY TO ACCOMODATE \ PAVEMENT REFER TO DEMO PLAN / J \\\ I \ Jh1 FIRE VEHICLES R ` FOR REMOVAL OF EXISTING CURB 1 \ \ WR = TURNING RADIUS PAVEMENT WIDTH I / \\ J� `j" j --- W TIE IN' EX STTN / � "Ab_ O cafe COLLEGE V STATUN U � N / CONCRETE CURB </ ~` r-' 6" 25' ( v s ' \ i =e yl �s �G% E I' A 0� �� � . � � T'i � II'f9 t7 � �j �q �9 d` Q 12" 3„ 114"R PROVIDE 2' WIDE �\ �R ! �© ���f j q �} j CURB CUT 8'OC(TYP.) \ \ C J�ti C-\ \�eVi3 .a1 I���"i (L��! T // /L 11 PLACES GT RNC C6 2" •0 3" 3 0 " • 6" 6-314,. FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH / f / i �G� y� / J \ \ �'�QJ ��� \ / 3" 2 4" INCH WHITE LETTERS READING "NO PARKING FIRE \ / \ �, f v� F LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE ` 1. / /" -,`9955 s ' u TOe ^� PS� ` \ 1 OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS �\%\ > 4" SPECIFIED BY LOCAL REQUIREMENTS. f / j J ♦ n, O CONSTRUCT ON _ • / �� f j / o, c 00 ` CONCRETE FLUME , q 3" t REFER TO GRADING 3 , • s , _,� J // / / \ q J " t / /!epi \ \ PLAN AND DETAILS j C N a V / NOTE: FIRE LANE STRIPING SHOWN OFFSET ON SITE PLAN FOR CLARITY. � f /�l�ur/ �I ' \ \ CAL COMBINED FIRE LANE MARKING / / T \ J ` `',AN 9 7016 N.T.S. SPILL CURB •=#4 BARS I 0=314"X EXPANSION DOWELS ` - DEVE ,J�,,,.:..w ST1-04 111 A Y : •• i ___7 SITE INFORMATION GENERAL NOTES CALEB VENABLE 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, LOT 5BR, HERMAN F. KRENEK SUBDIVISION OSHA REGULATION. MRGAN RECTOR LEAGUE A-46 2AND . CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS R-4 AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE 2315 AND 2317 TEXAS AVENUE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, MULTI FAMILY CONDOMINIUMS LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE 2.61 ACRES CONNECTED TO THE BUILDING. 37 3. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE 7 OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 12 4. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING 18 IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED 14.2 UNITS PER ACRE IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH 7 (1 BR UNITS) x 1.5 =11 SPACES GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO 12 (2 BR UNITS) X 1.25 = 30 SPACES SEPARATE PAY FOR THIS WORK. 18 (3 BR UNITS) X 1.0 = 54 SPACES 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY 95 SPACES CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A 64 GARAGE SPACES REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 31 OFFSTREET SPACES CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND 95 TOTAL SPACES NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR FIBER CEMENT BOARD FASCIA SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING ' TYPICAL EAVE HEIGHT WILL BE 19'-21' WITH A MAXIMUM EAVE HEIGHT OF 29. CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, to STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR a TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. 7. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF C.7 THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 8. EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN L LJ -J COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE � THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT .I ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. 1t). CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 1 . NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INSPECTIONS/CERTIFICATIONS INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 0 OUTDOOR LIGHTING STANDARDS OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT UTISERVICE MUM SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. CONTRACTORIOWNER SHALL MAKE A REASONABLE ATTEMPT TO NOTIFY ALL ADJACENT LANDOWNERS PRIOR TO BEGINNING CONSTRUCTION. 1 . THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041 C 0310 F, REVISED APRIL 2, 2014. SITE INFORMATION OWNEROEV ELOPER. CALEB VENABLE LEGAL DESCRIPTION: LOT 5BR, HERMAN F. KRENEK SUBDIVISION HEATED AREA 8,740 SF HEATED AREA. 5,525 SF MRGAN RECTOR LEAGUE A-46 ZONED: R-4 ADDRESS: 2315 AND 2317 TEXAS AVENUE LAND USE: MULTI FAMILY CONDOMINIUMS LAND AREA: 2.61 ACRES TOTAL NUMBER OF UNITS: 37 1 -BR 7 2 -BR 12 3 -BR 18 DENSITY: 14.2 UNITS PER ACRE PARKING REQUIRED: 7 (1 BR UNITS) x 1.5 =11 SPACES TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B 12 (2 BR UNITS) X 1.25 = 30 SPACES FIRE FLOW REQUIRED =2,750 GPM FIRE FLOW REQUIRED = 2,500 GPM 18 (3 BR UNITS) X 1.0 = 54 SPACES TOTAL PARKING REQUIRED: 95 SPACES PARKING PROVIDED: 64 GARAGE SPACES NUMBER OF UNITS = 6 31 OFFSTREET SPACES TYPE OF CONSTRUCTION: TYPE V -B 95 TOTAL SPACES ` BUILDING MATERIALS WILL CONSIST OF PAINTED BRICK EXTERIOR WITH FIBER CEMENT BOARD FASCIA AND TRIM, AND WOOD FRAMED INTERIOR ' TYPICAL EAVE HEIGHT WILL BE 19'-21' WITH A MAXIMUM EAVE HEIGHT OF 29. FIRE FLOW REQUIRMENTS PER IFC/IBC � � BUILDING L' BUILDING V: CLUm HEATED AREA 8,740 SF HEATED AREA. 5,525 SF N NUMBER OF UNITS = 6 NUMBER OF UNITS = 4 TYPE -OF CONSTRUCTION :TYPE -IAB- -- - -TYPE-OF-GONSTRUCTION TYPE=V4B--=- , C4.0 FIRE FLOW REQUIRED = 2,500 GPM FIRE FLOW REQUIRED = 2,000 GPM BUILDING It BUILDING VI: HEATED AREA 6,280 SF HEATED AREA 5,145 SF ¢¢ QQ �Y !m NUMBER OF UNITS =4 NUMBER OF UNITS =4 TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B W FIRE FLOW REQUIRED =2,250 GPM FIRE FLOW REQUIRED = 2,000 GPM O - BUILDING III: BUILDING VII: }Fr �LE F HEATED AREA 9,970 SF HEATED AREA 8,240 SIF n O NUMBER OF UNITS = 7 NUMBER OF UNITS = 6 N Ir TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B Q FIRE FLOW REQUIRED =2,750 GPM FIRE FLOW REQUIRED = 2,500 GPM BUILDING IV: Z HEATED AREA: 7,975 SF z O NUMBER OF UNITS = 6 W LL. Y TYPE OF CONSTRUCTION: TYPE V -B LU � FIRE FLOW REQUIRED =2,500 GPM ♦O V BUILDINGS WILL NOT HAVE INTERNAL FIRE SUPPRESSION SPRINKLER SYSTEMS. FIRE FLOW WILL BE ACCOMPLISHED BY PROVIDING 2 FIRE HYDRANTS SEPARATED to BY NO MORE THAN 60V ,t DANIEL P: BE:AMOP 105876 ��� 0 I -?z �; -•� 12(02115 Z � � C ECKED BY: DPB CLUm SCALE: 111=30' N SHEET NO.: C4.0 y S ¢¢ QQ �Y !m r 13 W o O - °° }Fr �LE F o LL n O ¢ N Ir a Q ZLIJ z o - OV m Z w z O 3 W LL. Y V LU � Q ♦O V CD r ,t DANIEL P: BE:AMOP 105876 ��� 0 I -?z �; -•� 12(02115 m m o w z O CD to z Ir W z a o a a ccn o U W < O � Z 0 ca 0 ACCESSIBILITY NOTES JOB NO.: 2957-001 C ECKED BY: DPB z SCALE: 111=30' 0 SHEET NO.: C4.0 y 1. LU = CO) Z °° Z W X ACCESSIBLE o , SS BLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0 % 1.50 . Q ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A O LJ to LU CA z O Z W LL. Y V LU � Q ♦O V LL r to O a cqN, z � C.7 � W z�J a L LJ -J a 5. ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA � O.i V .I CO N p W c i., tpF- ma_= U3 IM co ¢° o W W W o r 8 � INSPECTIONS/CERTIFICATIONS NOTE v � > E2 �Wz=J zlmtl.W2tQ O.ZZ�-1-��ao>- <0 O O U m ch m 0 INSPECTIONS ANDIOR CERTIFICATIONS REQUIRED BY LOCAL CODES ANDIOR UTISERVICE MUM COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT MMMI m m o w z O CD to z Ir W z a o a a ccn o U W < O � Z 0 ca 0 ACCESSIBILITY NOTES JOB NO.: 2957-001 C ECKED BY: DPB z SCALE: 111=30' DATE: 12-02-15 SHEET NO.: C4.0 1. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 2 ACCESSIBLE o , SS BLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0 % 1.50 . ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A LO MANNER THAT WILL NOT RETAIN WATER AND BE A MINIMUM OF 3 FEET WIDE. O N 3. ACCESSIBLE ROUTES WITH A RUNNING SLOPE GREATER THAN 5.0% (1:20) IS A RAMP AND UU � 1-- a SHALL BE CONSTRUCTED WITH HANDRAILS AND 6 X V LANDINGS. RAMP SLOPE SHALL 0 4. NOT EXCEED 8.33°/. (1:12). SURFACE OF CURB RAMPS SHALL BE CONSTRUCTED WITH ADA COMPLIANT SURFACE t_ O- Q TEXTURE AND CONTRASTING COLOR, RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). ¢�¢ O w W CURB RAMPS SHALL NOT EXCEED W IN LENGTH. C 7 LU Z 5. ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA Z - w COMPLIANT SIGNAGE SHALL BE PROVIDED FOR EACH ACCESSIBLE SPACE.Z LU Z M V 0 p W c i., tpF- ma_= U3 IM co ¢° o W W W o r 8 � INSPECTIONS/CERTIFICATIONS NOTE v � > E2 �Wz=J zlmtl.W2tQ O.ZZ�-1-��ao>- <0 O O U m ch m &L�,ECESSARY INSPECTIONS ANDIOR CERTIFICATIONS REQUIRED BY LOCAL CODES ANDIOR UTISERVICE MUM COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT MMMI PEIRMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TOPOGRAPHIC SURVEY NOTE L EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY KERR SURVEYING, LLC OF BRYAN, TEXAS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPE NSE, A TOPOGRAPHIC SURVEY BY REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. RED LETTERING ON 18"X12" SIGN RED BACKGROUND DESIGNATED RED BORDER ON PARKING WHITE BACKGROUND 12"X6" PLAQUE ONLY OWAWAYZONE RED BORDER ON WHITE BACKGROUND FIRELANE PARKING SIGN N.T.S. - - DRAWN BY: DPB JOB NO.: 2957-001 C ECKED BY: DPB SCALE: 111=30' DATE: 12-02-15 SHEET NO.: C4.0 i l� % / \ "I . 1, i �& .. . •s' •t •• � \4 A .. / ` /�� ;� � o _ ...� ���O PG ... .._ I 21 � � 1. • .. s . ��• ........... ../ ...... F ... ..�, ,.-........, , `:::::::::............ F r /'• r ";,o fes PROPOSED FIRE = "` O l0� HYDRANT AND VALVE s /'• ••� O6, C ..................... ...... .................. ..... , , x s /• G •\ � .............. ...... . vo c' l9T O 0 �' ... •`o ti c � . o.,`` /� tiF9i q 7i-7 F �ti / O, y / •� c r ,'111-11, ::::::..:. . ::::::. , 3 .. c'p A. tea- . ::... . o , v. :'-:::::::..-. �?'ia. ............. . "9>,T sG / ♦ /. :B .--- *v, s /o '.:. IV J q 11 I�<:::=.::::< R _�� t °qo / �\ /' ex I..' o i:. 7 /• :r.. ::::::::::. .y. a - ::::::>..:: ... .................. 1.-9 t ,.... ' ............. .,...,,.-- O i o illQ- / ..,., ; _ ...-... ............ T -. - , ,' ..-......: .- ...-1.. -...,, t .., v - _ . .........,/ l S, / �% :... ,r , ° , :: .......... .z. :.: OC / / . .....--....K,.. :L. t, ...... /r a / / t . /� �f 111 . t, � >f r / G : --\ I G I � O ♦ ° , u O 6 - _. . 2 � r_,t, s O s � , .... _ .V sro`,s. �:t,..-, ., x.,t ,. .„ ..«_ y,.' __ "a .e..., ... , ;-c ..:.. 'x ;'rt .,'x, / of 11 " - - ,, .-. , >-- _. _ _ _: 2 ___., _,. _ _ ri _ . u. A „., ,., _ .._... -, _ <:;::: O 2tS� ' F �Z F / - PROPOSED t S o '� 4 J x�:� -`3� L - , >�s< ,z>t S� r PRIVATE SANITARY Z..,::... • h , Kz - . O , , .. _. J r / / .. � _ EWER LEAN � +� �� S C OUT ,n _ n• A ' -- /_ rU ,,«: .-. ..- ..:..... � I-� ,. � •- t.,�., ,, zi, x .moi-.-. _.._ _ -'__i. o i ............... , {/'�N�� ,... ,z, ..� �. .... m,,., t. s' alas, ,+ 1 :.......-.. V _ _.-. _ _ t r •. .- _ _. 9 ... „', 5 F rs. t 1 IN, ihml' t J --_ ._ _ _ , .- r,:. q , - _ /. <_ 'J s o� / _ __ ..... \ O ................... ._ .-. .,�.r...... .. t 4 / - _ .. t - G - ... r ... is , ... - \ ,, O % .. / / ° A., I i x� [ 6' � �z .. .. „ ...,... ,..,,.:. S , .. -.1. ,r ....-..... t.,., .- _t,.. ............... L s SS c�r- / r, , ,.,,... .... ......... ..f .. rz, 4 , . / .. ............... l G ,.. .. „ w ,. � � :: l PROPOS TE �� _ 2l� / • •\ \.. r .. '.S. ° v. :: VALVE O °.... ° ::: ti.n 8 «,.. , :.,, ,. /• - , _ - :: \.O \. ° a, a,. o > e _ O ° - , - !% fit` v PROPOSED ti� 03 0i \�,- c N s �,. ..._.. :: ' zP,,f ; O <,,., (/ IRRIGATION METER 2pS /tSjO p ti 3 O :;: _ :.. D GATE / • /• ? S'- O PROPOSED GATE ! PROPOSE 6• \ y7 c VALVE a VALVE \ ...:::% •\ / �O '\ J<. ' ". T - . v as 7 O A x rv'. \c :.:' •� I; r \. - .. ... t L ::r �. •._• \ .. o S :..... s. l ; '* utr{'- .. - k l0 •\ •� y T l '\�ii / T �.. ♦. r L : _ f c O 6 \ ,.. n� C o! . •� J . o� + G / P\ 4 l / l.- \ t •\ l9T �. P 2, /'' '\ y r o - ° o., T �\ :; , a F % P OPOS D f ::\ 9 'Qj R E . : 3q� :,"I ' .- /'� , ::. 7 �f UNDERGROUND a r —5! •\ ..: DETENTION OUTLET \ /"` st• \ �< v.. i�x "Il a ,. I 11r, , / i' ,rr . .. ,..s,: 1 1 < ." . ::.: t 4 . t1 ` t i .: ." \ 5, \ L l , i r;� . ' . it,„, .: t >?, L ..... \. v ° Win. t rd u k } [T S ,i ::: 6, :... �: F \ l / ... '\ ..' q O •\ G a. / n r -: 3 , , r „ ...,, . , , . / - . ......:::::::::. ``__ / o \. xt` ,. �y s \ saw.. t ... CJ v a fid' , 'roar .. _. .. Y> .. v� a K � 4 , w s �^11 ,> - I.- ^ i:, - .-. .. i. `h . , ,: ,. .Yr'. bT ,s3 ,. :" : .` 1 .=t,. I 2 4 ,£ / �.. / `` t k Y-Irr ♦ .. j n , ,. ,..,, .... _ .:,,,,, . }k, r?''•.�a LI ,: ter ,za Q ,, .,. a ,. .. ,x - ..?.,: 4 .x..v.. ... - . I 11yy� "si y hay j ':\ :::::- <O / ... .. - , :t ti r T Y f 4 } 3 4v4 4 'UY 7` t k 4 { P P ED � t RO OS GATE a a :�� , ., t /• � z ti / w t '9 f § k, .. ,..-..... , . t t 4 , / VALVE „_ ,u _: „. : 6 :: } l , I.......... ..... .... _61, ... .: �. c., 1 i .. i -4 h ..,rvi / C \ , , \, c v aft._. # F .-.. ` .. _.Y, -h ..t i T '$ t k3... , -..-. .... a ......-... 1. -. .- y t. -t,.F. - - i ,,. .. ,rot.,,.. _, , a ",t r. r.. .. ............. .. .::.-.--..... .- ,.., ,,,.. . .v,, ..... i N. �,n, .. 2 >t <., ,. ,,., ,.,. ... : _ , .,rr -tA;C .. 4 it -r) ..-. _,z t -<,,. .. -,:-,:a._ .„a_ Lw i. a %i.,,. s.'.G ,,,.. 7 L ..r7t,,,,.. ....... ..:::::::::. . ..-.. ...-- 7 n*- .. / .... , / .... ..... ........-...... 5 w.,, +.,,, ...... .. .:;: � , ....... .:,..' :, ,`s,Ce -{.. (; : ,ry .1. � 1. 2 .-.. .--.. a, a: .1.. .-- -', 'vv .. :,,. ..., t a: .,ail a',,,, .-.,.. .. ......... t4 x Y , f .. .. ......... .. N ` t ; ...... .- ......... v v , , V , . .- .- 2 -,t .. P _ "r r� x -...-•---.... 3 } N t �,s t t t ... ..-...-..-:... - ,. ,. ,t. 3 .....-.. \. - k , .- ts, a • ....-.....-. .-.--... r �' k� i k ^- "V , :...... £ ..... ......... , f Ory 9 _ ,, , - .. 1 �, t ' 1 4 .. -<_ .. k.. , 11 III I •.�: ,♦ ...... :., „t ' s i'. t. 1. n 1 r:.1.::::: ..z < ..... .. ..._ .... ,t`Ci ri .... � :., t,,. t �5 I: kMY:. .... .. ,.. -,.., .tF .. { c s t c3. r i r, # ,� t { x f �, NORTHWESTERN 5' OF S. !: .. z §, fi:+.. : rotµ;:. t£ „s „t. EXISTING PUE 6112/149 TO \' ;e BE ABANDONED BY PLAT Y v z r....- 'S. \ % to PROPOSED FIRE ¢ v / / _ ::iE: Ft1 HYDRANT AND VALVE c lF / ' y7t �� •\ '\ p '\ 11 „/ ;, ti .�: m i k r / r % %�/ % 4• PROPOSED PRIVATE 7�� -. i ���0� /!/� SANITARY SEWER CLEANOUT �' „ ,� <� /�>�yf� rO� �� �\ ��9 �'\ // / ps �� 1 �/% Ofp ••\ ••\ O/� 4g4�0� 79 / O�� ti '\ '•\ '•\ 'o� "d'/O ,� Sy ••-•:::::? j „ ? JPO / y// �\ ' N 7 'S' f� `co 7 titc G� Q 11, r/, /` = �_ _ •per •�\ cog ••\ •�\ ••\ /77 •• -s ,•. X20 ��,1. •� .�\ .. \ 'r Q' .1 \1 //tel � ZV .}\ .. o2, ••\ y O b ° \.� `, ''�� / = 1%.•\ l NORTHWESTERN 5' OF •• �; �� ° O EXISTING PUE 6112/149 TO ''\ \ / O �Q k \ •c•\ 26 BE ABANDONED BY PLAT \ / -s '>1t • • '_ '•\/ 'PIr \ \ %\ ..\ sFelT I I'll�,%b 0,- \ \ i / • If \:° as r \ •\ -10 �-7r• �' F 00 •. •�/ 44 � T .',,,\ �\ 4 • ` ' \z � ,/ / / \ 000 \ \ • CONCRETE FLUME /�, \ , \\ REFER TO GRADING • . /II 11, '\ /* ' •N •\ as�� \` PLAN AND DETAILS %`• /• ''\ /` �.\ ''\ qTT 000 .'\ ''\ /• /. f If r PROPOSED LAN DCAPI NG PLAN ( ) Scare 1” = 30'-0" LANDSCAPE REQUIREMENTS 11 DEVELOPED AREA 113,73,1 SF MINIMUM POINTS REQUIRED (30 POINTS/1,000 SF) = 3,412 TREE LANDSCAPING REQUIREMENTS: MIN. 509 OF 3,412 POINTS = 1,706 POINTS AS CANOPY TREES TREE SIZE REQUIREMENTS: FOR NEW CANOPY TREES >1-1/2" TO 2" TRUNK DIA., MEASURED 12" FROM BASE, CONTAINER GROWN (75 ;POINTS EA) >2.1" TO 3.4" TRUNK I DIA., MEASURED 12" FROM BASE, CONTAINER GROWN (150I: POINTS EA) >3.5" TRUNK DIA., MEASURED 12" FROM BASE, CONTAINER GROWN (300 POINTS EA) FOR NON -CANOPY TREE >1-1/4" \TRUNK DI 1, MEASURED 12" FROM BASE FOR A SINGLE CANE OF A MU L -TRUNK TREE, CONTAINER GROWN (40 POINTS EA) S R UND OV UI M N : COMPLETE COVERAGE BY I GRASS, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS AS APPROVED BY THE CITY IS KING LOT ISLANDS WALES & DRAINAGE AREAS. REQUIRED IN PAR S , IF GRASS IS USED FOR GROUND COVER 100% LIVE GRASS IS REQUIRED WHETHER BY SOLID SOD OVERLAY OR PRE -PLANTING & SUCCESSFUL TAKEOVER OF GRASSES. NO POINT VALUE IS AWARDED FOR GROUND COVER. PROPOSED LANDSCAPINGWITHIN REQUIRED LANDSCAPE LIMITS): EIGHT (8) CANOPY TREE , (> _ 3.5" DIAMETER) LIVE OAK OR APPROVED EQUAL 300 POINTS/EA.) 2,400 POINTS > 1. " T DIAMETER) THREE (3) CANOPY TREES ( 5 0 2 D METE ) . LIVE OAK OR APPROVED EQUAL (75 POINTS/EA.) 225 POINTS NINE (9) NON -CANOPY TREES (> 1.25") CREPE MYRTLE OR APPROVED EQUAL (40 POINTS/EA.) 360 POINTS TOTAL TREE POINTS ACCRUED = 2,985 33 SHRUBS (5 GALLON MIN., CONTAINER GROWN) BURFORD HOLLY SHRUB OR APPROVED EQUAL (10 POINTS EACH) 330 POINTS 110 SHRUBS (1 GALLON MIN., CONTAINER GROWN) BURFORD HOLLY SHRUB OR APPROVED EQUAL (1 POINT EACH) 110 POINTS TOTAL LANDSCAPE POINTS ACCRUED: 2,985 TREES + 440 SHRUBS = 3,425 POINTS TOTAL 1. GROUND COVER SHAIL BE HYDROMULCH SEEDING & SOLID SOD WHERE REQUIRE). 2. AN IRRIGATION SYSTEA SHALL BE DESIGNED & INSTALLED TO SERVICE ALL NEW PLkNTINGS & REQUIRED GROUND COVER. THE IRRIGATION SYS M SHALL BE DESIGNED, SUBMITTED, AND INSTALLED BY A LIC SED IRRIGATION CONTRACTOR. THE IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A1REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A OUBLE-CHECK BACK FLOW DEVICE, AND ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 3. THE IRRIGATION SYSTEM SHALL BE `PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE IP BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE. ALL BACK FLOW DEVICES SHALL BE INSTALLED I AND TESTED UPON 1 STALLATION AS PERCITY ORDINANCE--- _ - 2394. LAND ; CAPE LEGEND SYMBOL SIA NAME & TYPE • > 3.5 CAL NEW CANOPY TREE rh > 1.5" T 2" CAL NEW CANOPY TREE (a > 1.25" CAL i I NEW NON -CANOPY TREE >5 G LLON NEW SHRUB 0 >1 GALLON NEW SHRUB GROUND COVER (GRASS) CONCRETE PAVING (HEAVY DUTY) I CONCRETE PAVING (STANDARD DUTY) CONCRETE PAVING (WITH DECORATIVE FINISH) BUILDING (HEATED) BUILDING (GARAGE) -�-"-�— 6' WOODEN FENCE ��-' _„_„_„_ _ PROPERTY BOUNDARY 11 C !''s :; 11- `( f/ y it y � ..�� I r"--' i 11 i i ! i j —' I I /t I �. ^ __ E �� 1 N S T U D 1 0� - 216 WEST 26TH H STR[wE E i BP�YAIti TX 778ICi3 , PHONE 979.616.3397 0 2014 PACT' Design Studio,11 LLC - ,. F L” < 1 II I i .. _ -4 Project 14-031 Date 2015.12.08 Revision/Issue 1P C u", L AN 11 JAN 19 2016 COLLEGE S TION DEVELOPNIE N RVICES PLAT FILED: FOR SITE DEVELOPMENT PERMIT APPROVAL ONLY. NOT FOR CONSTRUCTION r, W S CW zCDZ Z 0 0 oCD� zW 10 10 zz U = c3 x z U m� 00 W J o� 0 UJ 00 �w a� wz Fo 0� ZZ 00 0 W Wo ofF ted¢ a w� v� w� 0 w op wz a CW =W �m m0 o� W !A W W W� W m J �o W W W S Sa z o �- xa z LL 00 F W> W 03 z= W ~ Sw LL� v, -z 'o a w wm ~o zx a a �y W cr J 0 0 w� W W G 00 z �o zW a it az Z?. w� it o o� z� W z ao 0 J Q V z z- 0 f2 0W mo0 w a W aw W � c� 0 �w w� L_ "5 zQ �z W W z ui o� Z w W -y Dw 0 w o, oW 'Dz oz z z z� z� ow <¢ �z �0 ww a� o� WZ w0 �w oc <W CD �o N 0 Y 0 tx- � m CID 0 Q 0 c U a 06c y 0 0 0 N O rn T U ,,Q ..�. _ .._ .__ � , ) z .:._ =•'.'? `_; IRRIGATION METER '9 <3� ,T,��, �" � - :�r", e a�.. � • a' ,\; I �I.: �� � ta . \G , K" i1 Y% NEPTUNE PROPERTIES =2TsE5 }/f \ 7e82r180 -r Number of Units Capita Per I GPD/Capita Average Total GPD Average Daily Peaking Total (GPM) Factor Peak Hourly Flow (gpd) Peak Flow (GPM) 37 2.67 1 100 1 9879 1 6.9 4 39516 27.4 '�C) `�`•�-•r �9J,�� J,A�� \ ,a s_ ': z• : FFE 306.25 \ '��• 'T ��'\ `�:t., t i / / �� ��� .�?� \ d A? 2� '7�„ ' d '� ' a. >:;.;' : a � ' .' ""'`_` •FLS ��� ca' lly (•fi i,p' •'/.. a.,.:,.,it•",; ^.dam.• _ {�' / •\ � '!.�' a � .;,«,`� `! ^5J �,? DAL}: & t}EANNAG( C)DUVIN )1265 � aa� FLS \ C CONSTRUCT HEAVY DUTY \ • " E 305 75 �a + ". \S 4t� ( Y� \ CONCRETE PAVEMENT . (� , \� ` 22 <L Water Sewer Demand / Minimum Demand (GPM) Average Demand Peak Demand (GPM) (GPM) 0 6.9 27.4 rJ1 �� - - - FOR DUMPSTER PAD ;\ O��C ", 6• € ° .: e. '' G a CONSTRUCT ADA RAMP w, \ AND CONCRETE SIDEWALK EASEMENTS FOR PROPOSED ,ar', ; ; � � ;CONSTRUCT ADA RAMP ' ..a • ) d j `�', C� / CONSTRUCT 6" MONOLITHIC M 344 ` AND PAINT PEDESTRIAN PAINT VAN HANDICAP \ f ' f WATER SERVICES AND CONCRETE CURB (TYP.) C% �& ' . �FTF t F L; ` CROSSWALK SYMB DLAND ti\� 4�� � « "°�� i ` \ a :. T LOADING SPACE ELECTRICAL INFRASTRUCTURE 01 PROPOSED GATE o M �' PROPOSED GATE \ \ , \\� (��O� I WILL BE GRANTED BY SEPARATTE` " \•;' ;'` VALVES (2) VALVES (2) FINISH ON EXPOSED \ Q j y:,'�• : "_•' i. ^VS .:r ♦: ;^.•.._'..`::, T -A- -- --- :: \ \ 1 T�C,{ c�� % / INSTRUMENT _AFT.E-.R INSTALLATION O SHALL BE INTEGRAL CONCRETE SURFACE - PER6 CURBH6iNVESTIENTSa:COLOR CONCRETE. 30' 10'130 -MIN.] W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES WR = TURNING RADIUS PAVEMENT WIDTH T FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. 31113 . ON • NOTE: FIRE LANE STRIPING SHOWN OFFSET ON SITE PLAN FOR CLARITY. FIRE LANE MARKING N.T.S. BEGIN CONCRETE CURB \ L j V IIIL' If %" 1""` WALL (REFER TO DETAILS) \\ r N� � ��� � � SEP 3 4'2015 ♦ n _ \ :t �\'` � COLLAGE STAT-.. ' ' ♦ `yew\ �� �� DEVELOPMENT SERVICES AT FfLED: tO O CONSTRUCT`�_) 00 \ a CONCRETE FLUME , 1yJ REFER TO GRADING < PLAN AND DETAILS 96 R 11"R VARIES O' TO 3' SITE LEGEND TIE IN TO EXISITNG CONCRETE PAVEMENT REFER TO DEMO PLAN ' / FOR REMOVAL OF EXISTING CURB R (6" THICK 4,000 PSI WITH NO. 4's 18" OC) ARCHITECTURAL FLATWORK ADDRESS: / TIE IN TO EXISITNG CONCRETE CURB r: �: . '• •'. p j gyp �4 `9 LANDSCAPED AREAS 37 PROVIDE 2' WIDE CURB CUT 8' OC (TYP.) 11 PLACES T FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. 31113 . ON • NOTE: FIRE LANE STRIPING SHOWN OFFSET ON SITE PLAN FOR CLARITY. FIRE LANE MARKING N.T.S. BEGIN CONCRETE CURB \ L j V IIIL' If %" 1""` WALL (REFER TO DETAILS) \\ r N� � ��� � � SEP 3 4'2015 ♦ n _ \ :t �\'` � COLLAGE STAT-.. ' ' ♦ `yew\ �� �� DEVELOPMENT SERVICES AT FfLED: tO O CONSTRUCT`�_) 00 \ a CONCRETE FLUME , 1yJ REFER TO GRADING < PLAN AND DETAILS 96 R 11"R VARIES O' TO 3' W 24" - - 15" 611 POUR CURB •� MONOLITHICALLY 211 WITH CONCRETE PAVEMENT 3" BAR TO PAVEMENT REINFORCEMENT BAR ON 18" CENTERS r 1.5" WEEPHOLES @ 20' OC = WITH MIN. 4 CF OF 1" ROCK SURROUNDED WITH FILTER FABRIC 4 BARON 18" CENTERS ®=#4 BARS EXPANSION DOWELS 8, 2" 12" 8" I 12" NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P .'SA TYPENBaCONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. CURB WALL, DETAIL NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P CAS ATYPEN BACONTRACTION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1 4" 0=#4 BARS EXPANSION DOWELS TWICAL COMBINED CURB & GU ER SECTION STI -01 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s AND P.C's . TYPE "B" CONTRACTION JOINTS IN CURS & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART 24" 6„ 15„ 114"R 12" 4e 3" ®0 0 4 611 6 314" I If 2.1 g„ 3., 3.. 2.. 4" 3" TICAL COMBINED !Y T1TT T !"VT TTl TL 0=#4 BARS "JIL liJAJ i J LJ li3J EXPANSION DOWELS ST1-04 3ENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. D. CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 1. NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OUTDOOR LIGHTING STANDARDS OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 3. CONTRACTORIOWNER SHALL MAKE A REASONABLE ATTEMPT TO NOTIFY ALL ADJACENT LANDOWNERS PRIOR TO BEGINNING CONSTRUCTION. 4. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041 C 0310 F, REVISED APRIL 2, 2014. SITE INFORMATION SITE LEGEND PROPOSED BUILDING ' STANDARD DUTY CONCRETE PAVEMENT NUMBER OF UNITS = 6 R (6" THICK 4,000 PSI WITH NO. 4's 18" OC) ARCHITECTURAL FLATWORK ADDRESS: HEAVY DUTY CONCRETE PAVEMENT (REFER TO ARCHITECTURAL r: �: . '• •'. (7" THICK 4,000 PSI WITH NO 4'S 18" OC) DRAWINGS) LANDSCAPED AREAS W 24" - - 15" 611 POUR CURB •� MONOLITHICALLY 211 WITH CONCRETE PAVEMENT 3" BAR TO PAVEMENT REINFORCEMENT BAR ON 18" CENTERS r 1.5" WEEPHOLES @ 20' OC = WITH MIN. 4 CF OF 1" ROCK SURROUNDED WITH FILTER FABRIC 4 BARON 18" CENTERS ®=#4 BARS EXPANSION DOWELS 8, 2" 12" 8" I 12" NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P .'SA TYPENBaCONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. CURB WALL, DETAIL NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P CAS ATYPEN BACONTRACTION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1 4" 0=#4 BARS EXPANSION DOWELS TWICAL COMBINED CURB & GU ER SECTION STI -01 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s AND P.C's . TYPE "B" CONTRACTION JOINTS IN CURS & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART 24" 6„ 15„ 114"R 12" 4e 3" ®0 0 4 611 6 314" I If 2.1 g„ 3., 3.. 2.. 4" 3" TICAL COMBINED !Y T1TT T !"VT TTl TL 0=#4 BARS "JIL liJAJ i J LJ li3J EXPANSION DOWELS ST1-04 3ENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. D. CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 1. NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OUTDOOR LIGHTING STANDARDS OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 3. CONTRACTORIOWNER SHALL MAKE A REASONABLE ATTEMPT TO NOTIFY ALL ADJACENT LANDOWNERS PRIOR TO BEGINNING CONSTRUCTION. 4. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041 C 0310 F, REVISED APRIL 2, 2014. SITE INFORMATION R, A a PROPOSED BUILDING LEGAL DESCRIPTION: LOT 513R HERMAN F. KRENEK SUBDIVISION NUMBER OF UNITS = 6 MRGAN RECTOR LEAGUE A-46 ZONED: ARCHITECTURAL FLATWORK ADDRESS: 2315 AND 2317 TEXAS AVENUE (REFER TO ARCHITECTURAL MULTI FAMILY CONDOMINIUMS DAR DRAWINGS) TOTAL NUMBER OF UNITS: 37 1 -BR 7 2 -BR PROPOSED CONCRETE FLUME 3 -BR 18 DENSITY: 14.2 UNITS PER ACRE GARAGE AREA 13 TOTAL NUMBER OF PARKING 12 (2 BR UNITS) X 1.25 = 30 SPACES SPACES PER ROW - s PROPERTY LINE 95 SPACES PROPOSED MONOLITHIC 64 GARAGE SPACES CONCRETE CURB 4 TYPE OF CONSTRUCTION: TYPE V -B 95 TOTAL SPACES PROPOSED FIRE HYDRANT FIBER CEMENT BOARD FASCIA PROPOSED SANITARY SEWER OOLS MANHOLE PROPOSED STORM STRUCTURE ® PROPOSED CLEANOUT PROPOSED TRANSFORMER PAD ® PROPOSED WATER METER - - m PROPOSED FENCE FLS FIRELANE SIGN W 24" - - 15" 611 POUR CURB •� MONOLITHICALLY 211 WITH CONCRETE PAVEMENT 3" BAR TO PAVEMENT REINFORCEMENT BAR ON 18" CENTERS r 1.5" WEEPHOLES @ 20' OC = WITH MIN. 4 CF OF 1" ROCK SURROUNDED WITH FILTER FABRIC 4 BARON 18" CENTERS ®=#4 BARS EXPANSION DOWELS 8, 2" 12" 8" I 12" NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P .'SA TYPENBaCONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. CURB WALL, DETAIL NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P CAS ATYPEN BACONTRACTION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1 4" 0=#4 BARS EXPANSION DOWELS TWICAL COMBINED CURB & GU ER SECTION STI -01 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s AND P.C's . TYPE "B" CONTRACTION JOINTS IN CURS & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART 24" 6„ 15„ 114"R 12" 4e 3" ®0 0 4 611 6 314" I If 2.1 g„ 3., 3.. 2.. 4" 3" TICAL COMBINED !Y T1TT T !"VT TTl TL 0=#4 BARS "JIL liJAJ i J LJ li3J EXPANSION DOWELS ST1-04 3ENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. D. CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 1. NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 2. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OUTDOOR LIGHTING STANDARDS OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 3. CONTRACTORIOWNER SHALL MAKE A REASONABLE ATTEMPT TO NOTIFY ALL ADJACENT LANDOWNERS PRIOR TO BEGINNING CONSTRUCTION. 4. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041 C 0310 F, REVISED APRIL 2, 2014. SITE INFORMATION OWNERIDEVELOPER CALEB VENABLE LEGAL DESCRIPTION: LOT 513R HERMAN F. KRENEK SUBDIVISION NUMBER OF UNITS = 6 MRGAN RECTOR LEAGUE A-46 ZONED: R-4 ADDRESS: 2315 AND 2317 TEXAS AVENUE LAND USE: MULTI FAMILY CONDOMINIUMS DAR 2.61 ACRES TOTAL NUMBER OF UNITS: 37 1 -BR 7 2 -BR 12 3 -BR 18 DENSITY: 14.2 UNITS PER ACRE PARKING REQUIRED: 7 (1 BR UNITS) x 1.5 =11 SPACES TYPE OF CONSTRUCTION: TYPE V -B 12 (2 BR UNITS) X 1.25 = 30 SPACES FIRE FLOW REQUIRED = 2,750 GPM 18 (3 BR UNITS) X 1.0 = 54 SPACES TOTAL PARKING REQUIRED: 95 SPACES PARKING PROVIDED: 64 GARAGE SPACES NUMBER OF UNITS = 6 31 OFFSTREET SPACES TYPE OF CONSTRUCTION: TYPE V -B 95 TOTAL SPACES * BUILDING MATERIALS WILL CONSIST OF PAINTED BRICK EXTERIOR WITH FIBER CEMENT BOARD FASCIA AND TRIM, AND WOOD FRAMED INTERIOR * TYPICAL EAVE HEIGHT WILL BE 19'-21' WITH A MAXIMUM EAVE HEIGHT OF 29'. FIRE FLOW REQUIRMENTS PER IFCIIBC BUILDING I: BUILDING V: HEATED AREA: 8,740 SF HEATED AREA: 5,525 SF NUMBER OF UNITS = 6 NUMBER OF UNITS = 4 TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B FIRE FLOW REQUIRED = 2,500 GPM FIRE FLOW REQUIRED = 2,000 GPM BUILDING II: BUILDING VI: HEATED AREA: 6,280 SF HEATED AREA: 5,145 SF NUMBER OF UNITS = 4 NUMBER OF UNITS = 4 TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B FIRE FLOW REQUIRED = 2,250 GPM FIRE FLOW REQUIRED = 2,000 GPM BUILDING III: BUILDINGVII: HEATED AREA: 9,970 SF HEATED AREA: 8,240 SF NUMBER OF UNITS = 7 NUMBER OF UNITS = 6 TYPE OF CONSTRUCTION: TYPE V -B TYPE OF CONSTRUCTION: TYPE V -B FIRE FLOW REQUIRED = 2,750 GPM FIRE FLOW REQUIRED = 2,500 GPM BUILDING IV: HEATED AREA: 7,975 SF NUMBER OF UNITS = 6 TYPE OF CONSTRUCTION: TYPE V -B FIRE FLOW REQUIRED = 2,500 GPM C BUILDINGS WILL NOT HAVE INTERNAL FIRE SUPPRESSION SPRINKLER SYSTEMS. a FIRE FLOW WILL BE ACCOMPLISHED BY PROVIDING 2 FIRE HYDRANTS SEPARATED BY NO MORE THAN 600' ACCESSIBILITY NOTES (1. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS): 2. ACCESSIBLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0% (1:50). ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A MANNER THAT WILL NOT RETAIN WATER AND BE A MINIMUM OF 3 FEET WIDE. 3. ACCESSIBLE ROUTES WITH A RUNNING SLOPE GREATER THAN 5.0% (1:20) IS A RAMP AND SHALL BE CONSTRUCTED WITH HANDRAILS AND VX F LANDINGS. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). 4. SURFACE OF CURB RAMPS SHALL BE CONSTRUCTED WITH ADA COMPLIANT SURFACE TEXTURE AND CONTRASTING COLOR. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH. 5. ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA COMPLIANT SIGNAGE SHALL BE PROVIDED FOR EACH ACCESSIBLE SPACE. u INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS ANDIOR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY KERR SURVEYING, LLC OF BRYAN, TEXAS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. �- RED LETTERING ON 18"X12" SIGN RED BACKGROUND DESIGNATED RED BORDER ON PARKING WHITE BACKGROUND ONLY 12"X6" PLAQUE TOWAWAYZONE RED BORDER DATE: 09-28-15 ON WHITE BACKGROUND FIRELANE PARKING SIGN N.T.S. DRAWN BY: JOB NO.: DPB 211 957-001 CHECKED BY: DPB SCALEi 1',�=30' DATE: 09-28-15 SHEET NO.: C40 rj o * o /o Y zo tK 06 0/r <0 .............. 'S"a ..... . . . . Q), ............. . t ............. ......... ........... �(o........... .......... ....... .... zo, PROPOSED FIRE ..... . ......... ............. .... . .... HYDRANT AND VALVE / *.* ... (9 06'N'> L+ .... ...... .. 0, ...... ........... �.. 9, ................ 0+' 7� <0 CD* 0 -1c) '�o �* . . ........ 0 'j . .... 0 �011 ....... ....... ...... . . ...... PROPOSED n, 0 PRIVATE SANITARY .......... SEWER CLEANOU 0 - x, 30 ............ 1_ o 01 o ........... 0 cl, <0 .. ............ 4'y ............... 11 . - -'. *. ' I .. : * ......... ... ... .. ........ . v 4( ........ __FPROPOSED GATE 7 ...... VALVE ........... ...... '�b 0 ..... ROPOSED RRIGATION METER -b4' "4, �OPOSED GATE PROPOSE kLVE 0 VALVE ......... %c? 1000, 1;? -Ar 'y % <0 V� / 0 �\ 1�r 0 lo py� cl 7 e. ........ t I '7� ED 'yo 01, DETENTION OUTLET 161 �g to N t ... iii ..... : 00&. A10 t m:::::, <0 PROPOSED GAT VALVE ..... 0, V, ... ... ---- ........ ......... ...... ..... ...... * . ....... ............ ... ""' i***"* gN ..... ......... g! ........... .... ltl t t n:::::: :�.� . ..... IV -.1 tt .......... OR t t 1 NORTHWESTERN 5'OF EXISTING PUE 6112/149 TO tt ....... BE ABANDONED BY PLAT 01 a t 0 N t t H: H 0 0 ROPOSI NT AN Y, jp X, Z� '0 71. :t i �PO o o "0 ...... . ... '41 NORTHWESTERN EXISTING PUE 61 OF BE ABANDONED BY PLAT o 12/149 TO o 09 <0 o PxEVIEWED FOR COMPLIANCE <0 o SEP 3 0 2015 \o <0 M co -:GE STATICN LLI '0 X 00 DEVELOPMENT SERVICES <0 PLAT FILED: 0 '00, \Y** 006 CONSTRUCT CONCRETE FLUME REFER TO GRADING PLAN AND DETAILS 6) 7 -,6), 00F 9"q < VICINITY MAP PROPOSED LANDCAPING PLAN ScaLe 1" = 30'-0" LANDSCI-APE REQUIREMENTS DEVELOPED AREA 113,731 SF MINIMUM POINTS RI 7 QUIRED (30 POINTS/1,000 SF) = 3,412 TREE L&�[�A IN�G:! REQUIREMENM MIN. 50% OF 3,412 POINTS = 1,706 POINTS AS CANOPY TREES 1:: TREE SIZE REQUIREMENTS: FOR NEW CANOPY TREES: >1-1/2" TO 2 .� TRUNK DIA.j MEASURED 12" FROM BASE, CONTAINER GROWN� (75 POINTS EA) >2.1" TO 3.4" TRUNK DIA., MEASURED 12" FROM BASE, CONTAINER GROWN 1 (150 POINTS EA) >3.5" IKUNK UIA., MEASURED 12" FROM BASE, CONTAINER GROWN (300 POINTS EA) FOR NON -CANOPY TREES: >1-1/4" \TRU K DIA., MEASURED 12" FROM BASE FOR A SINGLE CANE OF A MULTI -TRUNK TREE, CONTAINER GROWN (40 POINTS EA) G /GROUND (ER REQUIREMENTS: C67MP—LETE COVERAGE BY GRASS, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS AS APPROVED BY THE CITY IS REQUIRED IN PARKING LOT ISLANDS, SWALES, & DRAINAGE AREAS. IF GRASS IS USED � FOR GROUND COVER, 100% LIVE GRASS IS REQUIRED WHETHER BY SOLID SOD OVERLAY OR PRE -PLANTING & SUCCESSFUL TAKEOVER OF GRASSES. NO POINT VALUE IS AWARDED FOR GROUND COVER. I PROPOS 'D LANDS ADING (WITHIN REQUIRED LANDSCAPE LIMITS): EIGHT (8) CANOPY�TREES I(> 3.5" DIAMETER) LIVE OAK OR APPROVED EQUAL (300 POINTS/EA.) 2,400 POINTS THREE (3) CANOPY TREES I(> 1.5" TO 2" DIAMETER) LIVE OAK OR APPROVED EQUAL (75 POINTS/EA.) 225 POINTS NINE (9) NON—CAl' OPY TREES (> 1.25-) CREPE MYRTLE OR APPROVED EQUAL (40 POINTS/EA.) 360 POINTS TOTAL TREE POINTS ACCRUED = 2,985 33 SHRUBS (5 IGALLON MIN., CONTAINER GROWN) BURFORD HOLLY 5 OR APPROVED EQUAL (10 POINTS EACH) ihRUB 330 POINTS 1 110 SHRUBS (1 GALLON MIN., CONTAINER GROWN) BURFORD HOLLY SHRUB OR APPROVED EQUAL (1 POINT EACH) 110 POINTS � TOTAL LANDSCAPE POINTS ACCRUED: 2,985 TREES + 440 SHRUBS PO'NTs7 = 3,425 L NOTES: 1. GROUND COVER SHALL BE HYDROMULCH SEEDING & SOLID SOD WHERE REQUIRED. 2. AN IRRIGATION �: SYSTEM SHALL BE DESIGNED & INSTALLED TO SERVICE ALL NEW PLANTINGS & REQUIRED GROUND COVER. THE IRRIGATION SYSTEM SHALL BE DESIGNED, SUBMITTED, AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR. THE IRRIGATION SYS EM MUST BE PROTECTED BY A PRESSURE VACUUM BREA4ER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBIE—CHECK BACK FLOW DEVICE, AND ALL BACK FLO DEVICES MUST BE INSTALLED AND TESTED UPON INSTAL ION AS PER CITY ORDINANCE 2394. 3. THE IRRIGATIO SYSTEM SHALL BE PROTECTED BY A PRESSURE , A REDUCED PRESSURE PRINCIPLE FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVIC ILL 13ACK FLOW DEVICES SHALL BE INSTALLED AND TESTED ON INSTALLATION AS PER CITY ORDINANCE 2394. LANDSCAPE LEGEND SYMBOL SIZE NAME & TYPE > 3.511 CAL NEW CANOPY TREE > 1.5" TO 2" CAL NEW CANOPY TREE > 1.25" CAL NEW NON -CANOPY TREE >5 GALLON NEW SHRUB >1 GALLON NEW SHRUB GROUND COVER (GRASS) CONCRETE PAVING (HEAVY DUTY) 'J CONCRETE PAVING (STANDARD DUTY) CONCRETE PAVING (WITH DECORATIVE FINISH) BUILDING (HEATED) BUILDING (GARAGE) 6'WOODEN FENCE PROPERTY BOUNDARY CCYNNSTR U� N C. 216 WEST 26TH:l STREET BRYAN, TX :177803 PHONE 979.6716.3397 Oc 2014 PACT Design Swdio, LLC %I .j a Z 0 '4x,`V D S I N s 'r U D 1, 0 216 WEST 26TH:l STREET BRYAN, TX :177803 PHONE 979.6716.3397 Oc 2014 PACT Design Swdio, LLC a m 9z ma, v rt Lu "will, ILA Revisicm/lIssue L P 1 1 .5w %I .j a Z 0 uj > z uj %00 .j D 0 Lu 0 w Z LL. 0 LL. I- 0 LJ6 z Lu CL a m 9z ma, v rt Lu "will, ILA Revisicm/lIssue L P 1 1 .5w